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Home My WebLink About2220 y LJQ BENCHMARK. IF EF IN Aff = El ARROWF I A i---1 4 111 AF U AM N A 1)) Pl ROUND HEAD BOLT IN CONC CURB STAMPED SBCD BM AL.,o ff BENCHMARK- ROUTEIx N C,0, %4,� 01104" AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN AVENUE, 1 FT EAST OF BEGINNING OF CURB RETURN. A IS µs 26TH ST z JERSEY ecwHA V AVENUE GRA UffE SEPA w I 1UN BM NUMBER -- 10030 5TH ST JERSEY BLW w ELEVATION -- 1160.201 ft 24TH ST HUMBOLDT AW , SCRRA OM F 7 TH S 7 EE T TO 2 6 TH S 1 SHEETINDEX 8TH Sr ACACIA ST a SHEET NO DWG NO DESCRIPTION END WORK 6TH ST 6TH sr I 1 -2 T-1 to T-2 TITLE STA 66+95 I 1 i 3-21 R-1 to R-19 ROADWAY PLANS z w I I 22-25 D-1 to D-4 STORM DRAIN PLANS .- -. 26-30 U-1 to U-5 UTILITY PLANS AV EN 1 31 -32 U-6 to U-7 IEUA DETAILS Q 4TH 33-37 SC-1 to SC-5 STAGE CONSTRUCTION PLANS 26th STREETI I 1 ST 38-41 TH-1 to TH-4 TRAFFIC HANDLING PLANS Q 42-45 DE-1 to DE-4 DETOUR PLANS 46-47 DE-5 to DE-6 DETOUR "B' PLANS I I I 1 I ► I i 48-51 SS-1 to SS-4 SIGNING AND STRIPING PLANS PROJECT LOCATIONI / I 1 i 52-60 E-1 to E-9 ELECTRICAL PLANS VICINITY MAP 61-63 RC-01 to RC-03 TRACK TYPICAL CROSS SECTIONS - - - - - - - - - - - - - - 64-68 RP-01 to RP-05 TRACK PLAN AND PROFILE NOTES:GENERAL 1 I I 1 I I I i JERSEY BOULEVARD 69 CV-01 w TRACK SUBGRADE PROFILE 1 . All work shall conform to the City of Rancho Cucamonga Standard Drawings, I i - - - - - - - - - - - - - - 70-71 RT-01 to RT-02. TRACK GEOMETRY DATA the Standard 'Specifications for Public Works Construction, Green Book), 2003 Edition and - - - - - - - - - 172-74 RC-05 to RC-07 TRACK CROSS SECTIONS ( } lQ 2004 supplement, unless specified otherwise. 25th STREET 75-76 CD-01 to CD-02 TRACK CONSTRUCTION DETAILS I I 77-81 RP-06 to RP-10 TRACK PLAN AND PROFILE (FINAL) 2. See general notes on sheet S-202 for work regarding structures. 82 (-$4 RC-08 to RC-10 TRACK CROSS SECTIONS (FINAL) 3. For work within the railroad right of way, the work shall conform to the current edition of the Z I w I 85 CD_03 TRACK GRADE CROSSING DETAILS Southern California Regional Rail Authority Standard Specifications. i I 1 86-116 5-201 to 5-230 STRUCTURAL PLANS I oc i w I `� ► I 1 117-128 L-1 to L-12 LANDSCAPE ARCHITECTURAL PLANS 4. Public and Private utilities and substructures shown hereon are from available records. The ► I 1 129-144 X-01 to X-16 ROADWAY CROSS SECTIONS utilities and substructures as shown within the I ATN 10"11- 111-0Z Contractor shall be responsible for protecting all VI i `� 14�-161 �, �� 1 -�.. 12" AM !t� Ptt�-/� construction limits of this project and shall be responsible for any damage as a result of the I Z construction operations. - - - - - 24th STREET- - -- - 1 1 i � ' r e IGZ674 346+0V I I 5. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following a utilities two working days prior to construction or regarding any problems. SCRRA is not a member of DIGALERT, it is, therefor, necessary to call SCRRA signal department at least I 1 I 1 72 hours in advance to mark signal and communication cables and conduits. Southern California Edison Co. - EMERGENCY ONLY (800) 61 1 -191 1 � •- Southern California Edison Co. - (909) 357-6585 1 I 1 Southern California Gas Co. - EMERGENCY ONLY (800) 427-2000 1 1 1 ( I I I NOTICE -�- . Southern California Gas Co. - (909) 335-7583 1 i I I Verizon Co. - (909) 469-6354 HUMBOLT AVENUE Verizon Co. — 909 469-6339 � _ � — _ �" ..e.. ® �" � _ _ _ _ — _ _ - � SCRRA TRACKS The existence and location of any underground utilities, pipes, and/or structures etc. shown on these ( } plans were obtained by a search of available public records. Those shown on the records examined are --� — Verizon Co. — (909) 469-6327 a — — — — — — -- indicated with their approximate location and extent. The contractor shall ascertain the true vertical and _ — 1 1 _ horizontal location and size of an underground utilities and shall be responsible for damage to an Cucamonga Valley Water District EMERGENCY ONLY (909) 987 2591 y g p g Y Cucamonga Valley Water District (909) 483-7440 public or private utilities shown or not shown hereon. Inland Empire Utilities Agency (IEUA) (909) 993-1600 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ The contractor and all subcontractors performing work shown on or related to these plans shall conduct Metropolitan Water District (MWD) —DAFFNEY IVERSON or MIKE RUBIO (951) 776-2675 1 Ltheir operations so that all employees are provided a safe place to work and the public is protected. Southern California Regional Rail Authority (213) 452-02008th STREET -- — — — — — — — -- — — — — — The contractor and all subcontractors shall comply with the "Occupational Safety and Health Regulatioris" Southern California Regional Rail Authority (SCRRA) — Emergency Only (888) 446-9721 of the US Department of Labor, and the State of California Department of Industrial Relations' Southern California Regional Rail Authority (SCRRA) — RR Signal location (888) 446-9721 "Construction Safety Orders". II The contractor is required to take due precautionary measures to protect the utilities or structures shown I and any other utilities or structures found at the site. It shall be the contractor's responsibility to notify 6. The Contractor shall notify the City of Rancho Cucamonga Police Department, the City of Rancho Cucamonga Fire Department, and any affected school district, 72 hours prior to the engineer and owners of any discovered unmapped utilities or structures before starting work. The construction indicating any detour and/or road closures. 1 ► contractor shall verify all conditions and dimensions and shall report all discrepancies to the engineer 9 l i prior to the commencement of work. 7. For inspection of this project, the Contractor shall contact the Public Works Section at (909) I ` j 477-2740 ext. 4075, Monday - Thursday, and at least two working days prior to the i ( See plan specifications appendix for shoring plans. Contractor may submit alternative shoring plans to construction start date. SCRAA for review and approval (allow 4 weeks for review. 8. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or 1 ; i Temporary shoring system shall meet both SCRRA and AREMA shoring requirements and will require encroachment within any City of Rancho Cucamonga easement or right of way. 1 SCRRA approval. No obstructions may extend above top, of tie within 8'-6of centerline of track for �: 9• During the construction operations Haven Avenue may be reduced to not less than 4 lanes at tangent track and 9'-6" for curved track (including safety railing). any time and shall be maintained on pavement without obstructions. Additional lane closures - - =u _ _ _ ® � _ _ _ - ^ ® SCRRA has adopted the design criteria, design procedures, review process, and checklists as detailed in may be permitted on a short term basis at the discretion of the Engineer and will require — — ACACIA STREET _ _ the CalTrain Engineering Standards for Excavation Support System. This document is available for Kflagmen by the Contractor. _ — _ _ _ _ _ _ download at www.caltrain.corn/engineeringstandards.html A. 10. The Contractor shall familiarize himself with all underground utilities, pipes, and structures, and �� V shall take sole responsibility for the repair/replacement, at no cost to the City, for any oe ro 4S W24 vJIT4 ��. damage to said underground utilities, pipes, and structures. 0-1-r-( AffROVAU \�}` 11 . The Contractor shall verify all conditions and dimensions shown on the plans at the site prior Akio to commencement .of any work. All discrepancies shall be reported for direction immediately to the City. i I 12. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor I > 1 shall possess any and all contractor licenses, 'n form and class as required by any and all applicable laws with respect to any and all of the work to be performed under this contract; including but not limited to a Class A License (General Engineering Contractor) sufficient to cover all the work to be performed by the Prime Contractor in accordance with the provisions 1 of the Contractor's License Law (California Business and Professions Code, Section 7000 et. - - - - - - - -- - - - - - -- - - - - o 7th STREET _ seq.) and rules and regulations adopted pursuant thereto. _ _ _ _ _ _ _ _ _ - _ _ CITY _ _ _ ® _ _ DESCRIPTION OF REVISION DATE APPROVED: 13. Construction operations in the vicinity of the Metropolitan Water facilities shall be in accordance with MWD's Pipeline Loading Restrictions: CITY OF RANCHO C UCAMONGA Metropolitanrspipelines and conduits vary in structural strength, and some are not adequate i I I 4730 r for AASHTO H-20 loading. Therefore, specific loads over the specific sections of pipe or i I � x . TITLE conduit must be reviewed and approved by Metropolitan. However, Metropolitan's pipelines are lX- typically adequate for AASHTO H-20 loading provided that the cover over the pipeline is not , I IHAVEN AVEN"'rLl less than four feet or the cover is not substantially increased. If the temporary cover over the OF C �- pipeline during construction is between three and four feet, equipment must be restricted to i ro TITLE SHEET that which imposes loads no greater than AASHTO H-10. If the cover is between two and 'n o- three feet, equipment must be restricted to that of a Caterpillar D-4 tract-type tractor. If the cover Is less than two feet, any hand equipment may be used. Also, if the contractor plans I I UNDERGROUND SERVICE ALERT HAVEN AVENUE GRADE SEPARATION to use any equipment over Metropolitan's pipeline which will impose loads greater than AASHTO I El N WORKORE H2O, it will be necessaryto submit the specifications of such equipment for our review and �' � Y°�'© Call:Toll FREE APPROVED BY: ' DATE: P ,ST,i�1 ..3f'7 c�" � approval at least one week prior to its use. More restrictive requirements may apply to the CITY ENGINEER RCE: ioadin guideline over the San Diego Pipelines 1 and 2, portions of the Orange Count Feeder, I 1 -800—.422-4133 9 9 9 P P 9 Y I DESIGN PLAN PREPARED BY/ �pFEZi REC ME ED and the Colorado River Aqueduct. Please contact MWS, Mr. Joe Mirone, (909) 776-2664 for TWO WORKING DAYS r g ns on all of Metropolitans pipelines and conduits. Also refer to MWD Std Dwg BEFORE YOU DIG iISLA a :tlffi y� loading restrictions WSON. �� a�'� `�' Na 54730 Figure 1 . s N M DRAWN Exp.12/31/09 S ET AW I'M& Ulu AT "CAUTION": Remember that the USA Center 2020 EAST FIRST STREET, SUITE 4009 crv1� �� AW IiM L notifies only those utilities belonging to BSLAWSON (AN) ANA, CA 92705 cwuF T 0 ,44 14. The Contractor shall coordinate and phase his work to SCRRA requirement y 9 9.. . 714 8 68 s NO SCALE the center. There could be other utilities . present at the work site. The center will CHECKED M R.C.E. NO DRAWING N0. es t-1.dw Jul 14 2008 — 3: 43 m inform you of whom they will notify. I MLLI S �, T-1 rl K: \Asad\Sheet_Fil g p DATE 06 FILE No d ppE' L, ,( BENCHMARK: ABBREVIATIONS I' MOND HEAD BOLT IN CONC CURB STAMPED 'WCO By 01104" AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN AVENUE, I Fi EAST OF BEGINNING OF CURB RETURN. Z ANGLE POINT JIP JACKED IN PLACE T TANGENT, TELEPHONE, TOP ROADWAY CONSTRUCTION NOTES BM NUMBER - 10030 - & AND JT JOINT INOUE TOW AWAY, NO STOPPING ANY DME ELEVATION - 1160.20.20 1 It O AT IC TOP OF CURB AS AGGREGATE WE KC KILOGRAM ICE TEMPORARY CONSTRUCRON BASEMEN! TEMP TEMPORARY 5.5 AC OVER 6.B CAB (D=9), EXCEPT FINISH COURSE SHALL BE , COY SID 100-A ABAN ASND ABANDON, ABANDONED 4- COVER RUBBER (ARHM-GC-C) ABU( ABUTMENT L LENGTH H TRACK INDEX O2 — 4' AC OVER 4" B B (1I=9), EXCEPT FINISH COURSE SWILL BE LILY STD 100-A AC ASPHALT CONCRETE LF LINEAL FEET TK TRACK 1.5 ASPHALT RUBBER (ARHM MOVIE APPROX APPROXIMATE LOC LOCATION TO TURNOUT 3FINISH - - APWA AMERICAN PUBLIC WORKS AGENCY LOL LAYOUT LINE TOP TOP OF PIPE o-- 9" ROVER 95R 1..MPRCTRD NATIVE SOIL, EXCEPT C) CRY 510 100-A ASPH ASPHALT LT LEFT TOT TOTAL 4 COURSE SHALL BE PA ASPHALT RUBBER (ABHAT-CC-C) CONSTRUCTION SYMBOLS - ASTM AMERICAN SOCIETY FOR TESTING AND MATERA N. T/R TOP OF RAIL COLD MILL I M AC PAVEMENT AND OVERLAY 1.5" ASPHALT .AVE AVENUE MBCR METAL BEAM CUARD AWYNG IMS TRANSIBON RUBBER (ARPROACHC) _ PEDESTRIAN APPROACH CITY SID 101 . Med MEOW! IS TOP Or SIGNAL 6o— WE AI UI4 ACCESS RAMP CITY SID 102 Q CONSTRUCT BB BEGINNING OF BRIDGE MH MANHOLE TW TOP OF WALL WE AI-8 CURB AND DI) CITY STD 104 BC BEGINNING OF CURVE MEAS MEASURED TTP IYPIGL � TYPE A2-6 CURB AND CUTTER (CF=6, W=24') CITY SID 104 [] REMOVE BCR BEGINNING OF CURB RETURN MIN MINIMUM - TYPE 01-6 CURB (CF=60) OILY SID 104 EXISTING BDRY BOUNDARY MOC MIDDLE OF CURVE V VELOCITY - PRECAST CONCRETE PANEL FOR HIGHWAY/FAIL CROSSING SCRRA STD 1006 BEG BEGIN, BEGINNING MOD MODIFIED OR VARIES �__� 4" PCC SIDLIVALK CITY SID 114 D SURVEY CONTROL BLOC BUILDING MWD METROPOLITAN NATER DISTRICT VC VERTICAL CURVE I©-- PCC BUS BAY CITY STD 119 - O CURVE/AUGNMENI, ROADWAY - BLVD BOULEVARD VCP VRRIFIED CLAY PIPE MEOW! TAPER CITY SHT 108 BY BENCHMARK N NORTH VERT VEMILA. MEDAN FLARE CITY STOP 109 Q CURVE/ALAGNMENT SIDEWALK N'LY NORTHERLY r� BUS BAY TAPER CITY STD 119 O COORDINATE DATA POINT, MILITY POLE SCHEDULE CAB CRUSHED AGGREGATE BASE NAP NOT A PART µl WATER, WEST, IWDTH L' CURB NALIP, CASE B APWA SID I It CB CATCH BASIN NB NORTHBOUND WM WATER METER METAL BUM GUARD RAIL CALMANS SID PLN A]] Q RIGHT OF WAY CONTROL CVWD CUCAMONGA VALLEY WATER DISTRICT NIC NOT IN CONTRACT WP WEAKENED PONE CHAIN LINK FENCE AND GATES CITY STD 607 —_—_ — CENTERLINE OF CURB FACE NO. ! NUMBER WHIP AELOEO STEEL PIPE 85 OVER 65 CAB (17-9) CITY STD 100-A C&G CURB AND CURER N/0 MORIN OF wWATER VALVE @— CURBSISI DE GRAIN OUTLET CITY SID 107-A RAILROAD (RACKS GRIN CAST IN DRILLED HOLE NRIVL NONRECVJMABLE WASTEWATER WW WNGW/LL o-- LOCAL DEPRESSION (TYPE) CITY STD J07 RETAINING WALL LIP CAST IN PUCE NRS NOT TO SCALE Of CONSTRUCTION JOINT � METAL BEAM GUARD MOND L, CL CENTERUNE 0 OIL £y WOOD flARRIGDE LIiY STD 131-A CMP CORRUGATED METAL PIPE OC ON CENTERra - ----. — DRAINAGE FLOW CO COUNTY OD OUTSIDE DIAMETER My INSTALL . - "" STREET LIGHBNC CONOUR SYSTgh (t/2 SC6 &AM 3464o4l -_-........ . RICHT OF WAY COL COLUMN OG ORIGINAL GROUND ADJUST TO GRADE CONC CONCRETE OHL OVERHEAD POWER LINE FIELD OFFICE -- ---- TEMPORARY CONSTRUCTION EASEMENT CONST CONSTRUCT, CONSTRUCTION - FENCE CRC GUY OF RANCHO CUCAMONGA PB PULL BOX - - FENCE CSP - CORRUGATED STEEL PIPE PCC PORNAND CEMENT CONCRETE SEE TRACK, STRUCTURE, AND LANDSCAPING PUNS FOR STORM DRAIN CONSTRUCTION NOTES ' CT CALTAANS PEO PEDESTRIAN ADDITIONAL ABBREVIATIONS Q MANHOLE PC PROFILE GRADE ® METER DEGREES PDT POINT ON IANGENT ° U FURNISH AND INSTALL 42' RCP (2000-D) CITY SID 120 & J41 DET, DB OUNL PRC MIW40F REVERSE CURVE FURNISH AND INSTALL 24' RCP (2000-0) CITY SID 120 & J41 ® VALVE DU, 0 DIAMETER PROP PROPOSED NOT USED - Q VAULT ON OWN PSE POUNDS PER SOME FOOT CURB OPENING CATCH BASIN CITY SID 300 D PULLPDX ID DOT DEPARTMENT OF TNUNSPORTATION PSI POUNDS PER SQUARE INCH - ® CURB OPENING CATCH BASIN KITH CRATING(S) CITY SID T PLN 09HC 15 FIRE HYDRANT ONG DRAWING POE PUBLIC URAIES EASEMENT ®— GRATED ONE OWN fALiRANS SS DWY DRIVEMY PVL POINT OF VERTICAL CURIE © NOT USED -O POLE - PVI POINT OF VERTICAL INTERSECTION ®— JUNCTION STRUCTURE NO 1 CRY SID JJD w TRAFFIC E EAST PWPAVEMENT - ®-�—, �, MANHOLE NO 1 CITY STD 319 LIGHONG STANDARD CLY EASTERLY Pm POINT OF REVERSE VERTICAL CURVE \N MANHDIf NO 4 CITY STD J21 U EACH PVT POINT OF VERTICAL TANCEM 6o--- MANHOLE SHAFT SA{EN' LEDGE APWA SID PORTABLE 330-1 CONCRETE &WRIER (TYPE 60K)-CALTRANS AGN EB END OF BRIDGE, EISiPOUNO PVR POWER 6o-- JUNCRON STRUCTURE NO 2 CRY SID JJI v CONSTRUCTION SIGN EC END OF CURVE 6®-- CONC SUPPORT WALL - HIM SID C-9547 qq. WE II SAKRIMDE (WON SIGN AS SHOWN IF APPLICABLE) OR END OF CURB RETURN ON QUANDTY (6Z— CONCRETE COLOR CITY SID J29 EL, ELEV ELEVATION © SUPPORT FOR CONDUITS ACROSS TRENCHES CITY STD 339 1Tr TYPE IS MARICAOE (WIM SIGN AS SHOWN IF APPLICABLE) DO ELECTRICAL R RADIUS �—� FURNISH AND INSTALL 12" PVC, SCHEDULE 80 APWA m JG POST TUBE EM ELECTRICAL METER RCB REINFORCED CONCRETE BOX - V2 FURNISH AND INSTALL T PVC, SCHEDULE 60 APIVA EP EDGE OF PAIEMEM RCP REINFORCED CONCRETE PIPE Ly— FURNISH AND INSTALL 5 PVC, SCHEDULE 80 APIVA OIWCK KURR OR EQUIVALENT I1"x6" REDUCER APIVA - o wa No. DEAL SHEET REFERENCE EP EQUATION, EQUAL RD TOM SHY EDGE OF TRAVELLED WAY OFF REFERENCE 1 0 BEND APIVA I4 Ira EA: EXIST, RIND FOUND REINF REINFORCED. REINFORCING, REINFORCEMENT 7xXx445° BEND APIVA EXP EXPANSION REO'D REQUIRED � 1 XJN W)EC APIVA - EAT EXTERIOR REI - RUNNING 12"x3' IVYE _ APIA ROW, R/IV RICHT OF WAY r�aa� 21" CLASS II RCP FD FOUND RR RAILROAD ty PRESSURE MANHOLE (EUA FON FOUNDATION AS. HIS RECORD OF SURVEY Ly— REMOVE 21" NONRECLNMABLE WANEWATER ONE - PL FLOW ONE AT RIGHT Q— CONCRETE BLOCK SLOUCH WALL (MASOMRT WV Le) GUY SID 605 FT FOOT, FEET RW RUNNING WALL FTC FOOTING - - - _ FS RNI5HED SURFACE 5 SOM. SEWER f _ _ _ _ _ _ _ _ _ _ - _ _ ' S SALVAGE REMOVAL NOTES G GAS SB SAN 6ERIARDINO, SOUTHBOUND (Ti GAGE SBCS SAN BERNARDINO COUNTY SURVEYOR MLV GALVANIZED SCG SOUTHERN CALIFORNIA GAS REMOVE 8" AC PAVEMENT CB GRADE BREAK SCE SOUTHERN CALIFORNIA EDISON Q1 — REMOVE CONCRETE PAVEMENT GRD, GRAD GROUND - STARA SOUTHERN CALIFORNIA REGIONAL RAIL AUMORNY ��,, ,, MwCM CV GAT VALVE 50 STORM BRAIN REMOVE AC CURB SEC SECTION U REMOVE CONCRETE CURB & GOOD cm _ H HEIGHT SHT SHEET ©— REMOVE CONCRETE CURB DESCRIPTION OF REVISION DATE HEY HEXAGONAL S'LY SOUTHERLY REMOVE CONCRETE SIDEWALK OR DRIVEWAY HOME HORIZONTAL AS STORM SEWER ^[c]B — REMOVE CHAINLINK PENCE L� REMOVE CONCRETE STRUCTURE OR FOUNDATION a CITY OF RANCHO CUCAMONGA SL STREET LIGHT IEVA INLWD EMPIRE U ILMES AGENCY SO SQUARE IO REMOVE TEMPORARY STREET LIGHTING COlJSTR(FCRON NOES ii REMOVE TEMPORARY STREET LIGHTING CONDUIT IMP IMPROVEMENTS SF STREET 11 REMOVE sEarlc 7pNK (AenueQAlED) ABBREVIATIONS IN INCH, INCHES STD STANDARD INV INVERT SR STEEL IM INTERSECTION SW SIDEWALK, SWITCH ELECTRICAL NOTES AND SYMBOLS IP IRON PIPE SYM SYMMETRICAL - ABANDON. IF APPLIED TO CONOUR, REMOVE CONDUCTORS HAVEN AM1W GRACE S£PAFAITON ©— INSTAL CONWR INTO EXISTING PULLBOX APPROVED BY: DATE: T-L4-09 ® EQUIPMENF AND WIERLAL TO BE REMOVED AND BECOME PROPERTY CLIP ENGINEER RCE: 42466 OF ME CONTRACTOR ° Q— SPLICE NEW TO EXISTING CONDUCTORSum ors,GN muI raEdaam 0�� 77�) yawls v BRAWYQ,Y WITAu 0 UST a992705 . urrz Aa0 2 or 144 pu) 8355-M6 — CHECKED _ ,L/(ytl/!F1ALi1 0.C.0 N054t9M )MAING N6 K:\Accd\Sheet-FTIes\t-2.dwq Jul 10, 2008 - 5: 46pm iWWRS GnTE T-/608 F11 NO - T"2 11/< - -- -_ � BENCHMARK: - 0 ROUND HEAD BOLT IN CCONCORNER CURB STAMPED "SAGO BM TION PIPE W/TAC OII04' AT NORTHEAST CORNER OF ARROW ROUlE ANO HAVEN - --------- 5 B CO. SUME UG - AVENUE. 1 FT FAST OF BEGINNING OF CURB RETURN. 16TH STREET- - --5855829 E --662.82. ON 03' r IOOJO 6 1 1/4" IRON PIPE W/TAD 66286' GROUND MEAS - PIKI BYNUMBER 1160.201 IT 'SB. CO. SURVEYOR• ( E T BUCK "+• AT INT ON O.J' - PER PM i .DU 02 OF CRY DES - 0008 PMA II6-47,48 TB-G PG 72 (O.OJ' SLY' 1�1 1/4' IRON PIPE W/lAC. 66210) PER TRACT NO TZ 1 J 4 ftNLR0A0 S I OF PK-IANC FLUSH) / - J N695655W LASH 25TH STREET ___- - _. JERSEY BOULEYARO NOTES: i I/9' IRON PIPE W//AC 'SB. CO. SURVEYOR' I __ 90505' GROUND MFRS w ¢ - _ _ _ _ _ (905.08') PER PH 1510 HEBASI BASIS OFS OF RSWINGS FOR MIS URVEY IS THE NORTH . W AMERICAN DATUM OF 1983 (NA083), CALIFORNIA STATE PLANE --- ._i-� � z $ COOFDIN4TE SYSTEM OF 1983 (CC583), ZONE 5. o $ I g VERTICAL DATUM - I�I 1/4' IRON PIPE 1Y/7AC Ib 'l5. 8 11/4' IRON PIPE W/TAC � . M ! � RIE H4.S15 OF ELEYATION FOR THIS-SURVEY IS THE NORTH ONB0.2R SURVEYOR' ! 'S.B. CO. SURVEYOR' ry - AMERICAN VERTICAL DATUM OF 1986 (WtEHRI). ON 0J' - - 24M STREET r EXISTING SURVEY MONUMENOATION 'g - - - -- ALL EXISRNG SURVEY MONUMENTS MAT WILL BE DISTURBED BY _ HITS PRLUECT SW9.L BE RESET BY THE CITY'S CONSTIFUCTION SUR OR IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA 1_22 PN CUT SPIKE - SURVEYOR'S ACL MONUMENTS FOUND BY RESEARCH OF AVAILABLE & SMALL WASHER I J PUNCHED SPIKE NO WASHER CITY RECORDS AND BY HELD SURVEY ARE SHOWN ON THE PIANS NO STAMP FLUSH FLUSH & LIANING SLY AND DESCRIBED AS FOLLOWS: SECTION LINE AND CENTERLINE 11/4" IRON PIPE W/TAC EI IN LED OF SPIKE & WASHER�1 1 NEW (HACKS W/RUBBER INSERT 2651.D' GROUND MF/S p01M H.0. NORTHING FASTING PER RC DE NOTES M-18, ED 66 (2651.]5') PER PM 6544 .1 1856028.2617 6690071.4329 -_- & RE 55/94 - ` BETWEEN RA1L5 COULD NOT SC.R.RA 'S.B. CO. SURVEYOR' '� I jZ1 0 2645.169' GROUND HAN FLUSH - SWtCH FOR SEC. CORNER (1651.66') RECORD PER DIS O/5-fi 1�1 1/4' IRON PIPE W/BPA55 GW 12 1855988.2783 66900]1)801 (2643.960') 40.06 GWVN _ J L._ 2645.72' GROUND DIST TO 6TH ST (2651.]2') PER PM 6194 STAMPED "Tl, R], 1/4 512-SIJ .J 1856228.2160 6690069.7826 i HUMBOLT AVENUE 58656 J6E (2645]1 ) PER PARCEL AAP 6544 1965 S.B. CO. SURVEYOR" .4 1857094.3828 6690062.5088 - - •5 1857J58.5721 6690060.4785 _ - F - _ 1 __ L 6 1857358.8656 6669J9Z6563 58557'OJ'E SORRA ' 4'W . 7 1856968.9913 6689400.8415 8 18565888565 6669403.7224 2645.01` 9 1856228.8632 6669406.5368 BIH STREET S89'AS'5- -- - - J .10 1855404.6540 6690076.8820 it I-- -- - -� 1 8 669117J.4452 1 7324 6690671.J525 1 I/O 12 1854659. IRON PIPE W/TAC ! IS 6124 ON 0.1' Al 16. IRON PIPE W ) I PUNCHED SPIKE & WASHER 0N SEE IN CONC RUG, I4 1854660.3200 66900BIS 1854660.6345 IJ4JI 'S.B. CO. SURVEYOR' _ I ON O.-PER CITY TB 16 PG 67 15 1853462.8006 6690094.1129 IS ON 0. 1' PER RS 55/94 5.6 1655989.9585 6688748.]]04 017 1856108.2589 66900]0]258 IB 1856105.8625 6692722.6965 2 PUNCHED SPIKE & WASHER 19 1856589.3441 6688744.6958 1128.898' GROUND MFRS 'LS 4430' SET IN CONC PLUG - 20 18569592811 6688742.0960 (1128.84') PER DIS 55/94 1 ON O.1' PER CITY TB-16PC 67 21 1856590.1275 6687422.6800 _ 1096.626' GROUND MEAS 22 1856035.5346 6687426.1815 _ (1096.60) PER PM 6194 23 1857093.5706 669096]612) W MONUMENT TO BE TIED OUT PRIOR TO 1 CONSTRUCTION AND RESET AT COMPLETION ._ _.L _._ ...._. - _- -- _ OF CONSTRUCTION I PK-NAIL AT INT OF RES 1 I SPIKE & WASHER "LS 3246 PER CITY TO 5 PG 64 I I FLUSH( PER PM 6194, \1 j 0.06' WEST OF SECRON LING PMR 66/66-70 �C-NAD. RUSH. RECORD TIES TO HE AND $� _ SE.(-0.05' NW) 24.97' GROUND MELS 0.02 WEST OF SECTION UNE 589.646' GROUND MEAS IJ24.99) PER HIS 55/94 1397.65' GROUND DIST TO 6RI ST MELS ! (589.61) PER PAI 6194 1324.87) PER PM 77)1 (/J9Z87) PER PARCEL AAP ]]31 1 I � I�i I/4" IRON PIPE I. - l ! SPIKE & -- .. W/TACK MISSING :M I WASHER "LS 3246 BB. CO. SURVEYOR' FLUSH, �ER PM 6194, - xF ON 0.2' PER RS 55/94 to PMB 66/66-]0 - w 2645 ]20' GROUNO MM (2645.71) RECORD PER PM 6544 - (2645.66) PER RIS 4715-6 (2645.71 ) PER PM 6194 GRAPHIC SCALE DESCRIPTION OF REVISION )- DATE psi wo a 5.w ro wo em ! SECTION LINE AND CENIERUNE HAVEN AWNUE ESBO CITY OF RANGH6 COCAMONGA LIN FEET( F CONTROLSURVEIS ' iNNa xW i W SURVEY MONUMENTATION CONTROL - � � '11 HAVPI AVENUE ESmARARON - APPROVED BY: DATE: B-I4•08 CITY ENGINEER . RCE dvF�FL I Y BRASS CAP STAMP(EO I o ' . 'vvN PSEP.wE :51': P BEC 4 'TI, R] 1/4 14 I3 IS 4430• I y�I ,. m IN LIEU OF IN IF IV/SECS TAG IL p� FfLf PER PH 10223 PAIR 1112/90-91 owxN 2020 E nDW smru sua aw s ____ __ !�/ •••9' of 144 I, ___ ._. . _ _____. _ _ ____.____. . .______ _._ . ___. l___- - ypAxySpq wii V5-6886 nas g ._ ---- - 6TH SIRfET r - cxEaxO 6�`� q,eE. uo5•fLJO ONAMNG No. K: \Acod\Sheet_Files\r-Ol.dwg Jul 10, 2008 - 2:33pm iwNRS Dore 1'//-OB n¢ No R•1 2220 BENCHMARK: _ 40 45 45- G n n g x 1' ROUND HEAD BOLT IN CONC CURB STAMPED 'SBC0 By N u om + o 01104' AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN Iy@ +00 11+0 12+04 tito° + '@ q ¢i�: AVENUE, 1 FT EAST OF, BEGINNING OF CURB RENURN 9 MARINE SJE, a m u mo BY NUMBER - IOOJO J J 3 3 3 m W m^ 8 SI In 40 1 a m T1 w u +o ELEYAnON - 1160.20111 h 40 ZJ+ a+oaInn �m m + t t $ V J 61 00 H � II 5 m W I I I S = 1 1z DRIVE . 8 \ +z 21 Q0 c 22 m� B zo 21 o •n 2 S_ 2 °0 a oo l4 00 I 00 I6 Oo + N n o"+1 HAVEN AVENUE 24 JS 5 D ^ � 1 y IV -- II _00 �009 fig OO fi5 00 66too 67+00 / 0 DEPOT DRIVE a m� I 2 3+66 a 00 F mm 1 +o I '+O Z e HAVEN AVENUE mm ^ o > 1 1 -00 4 0 +W 6] 0° 4B CO I9 00 50 00 51 0 52 W • I� e ko m IZI m S .1 1 o w EI In Qi n n O nW 1 ^ I 9 1 n wry m J5 a ^n 1 W e a n+ n n I c _ - J5 J5 35 m 2 22 m ,^+" ISUniI + d 0 0 0 - - - - 21 Im Js - - Sil w mlm �I m om ry W m / / D IJ 00 48 0° 49 00 50 00 51 00 5 m ° 54 0 5 OO 56 00 5] OO 58001 59 00 eo 00 61+00 00 63+00 \ \ \ 35 V b o s 2 a ��p�, 0 +6 p6 DETOUR B TI - - - - 21 - _ z zz B J , Po \ m m ry zz Wpl rzJZ> 2200 m_ I s 22 6s 22 1 A I Po35 5 B •" p0 HAVEN AVENUE 1 I J 2 - fi 35+00 36+00 37+0 38+00 3 4t+ 42 00 44+00 4 00 04 +OO 4 OO 48+00 49+0 50+00 91+00 5200 54+ 55+00 55+00 57OO 58 00 59 00 fiO 00 a' 64 00 65 00 °p 0 fiJ 00 _ _ II 1 11 _ - II9 - 120 12 + + at i 11 2 ¢ 12 to _ to n - - - - - - - - ? 10 W 2 11 1I zm J mS ud $ e - h m � c:1 w m Nn mo 10 V IID =m r^_ m `= o4 Q ^S a 8 1� InWy V + o± oC $S eg E eg ?u6 RI COORDINATE DATA NORMING EASnNG DESLRIPPON RIGHT OF WAY DATA RIGHT OF WAY DATA LAYOUT DATA 1 1854860.2861 6690115.7598 INT HAWN AVE & 7111 Si O NORTHING EASDNG f STAIN 4 OFFSET (FE) ALIGNMENT O NORTHING FASPNC f SIAPON f OFFSET (FT) ALIGNMENT O BEARING DISTANCE R (H) A T(FT) L(FI) 2 1855404.6157 6690110.9477 IM INYEN AVE & ACACIA Si J 1855988.2482 6690105.7861 INT RAVEN AVE & BM Ti 100 1854J51.7992 66901822576 35+35.00 DECO HAVEN AVE 113 I656018.JJ03 6690012.4409 52+03.01 -93.08 HAVEN AVE Al NTJO'2SIV 124]30 4 1856106.5375 6690104.7246 ANGLE POINT HAVEN OF- 101 1854808.9609 6690103.2112 39+92.18 6200 HAVEN AVE 214 1856MJ..2872 6690038.J872 52+IZ74 -6200 HAWRI AVE AS NO'26'REW 1250.06 5 1656228.1824 669010J.7441 INT HAVEN AYE & HUMBOLT AVE 102 1854333,171O 669020723J0 40+16.18 91.23 HAVEN AVE 115 1856108.0087 6690037.7266 52+92.42 -6400 HAVEN AVE B1 400.00 JV21'04" 108.49 211.89 6 1857094.3524 6690096.6455 INT HAVEN AVE & JERSEY BLVD 105 1854887.17J0 6690206.2849 40+70]3 90.76 HAVEN AVE 216 1856186.2661 6690OJ70851 53+70.70 -67.00 HAVEN AVE 82 NJ151'21W 44.24 J 1857J56.5569 6690094.4803 IM HAVEN AVE & 26M ST 106 1854910.9608 66901823095 40+94.I8 67.00 HAVEN AVE 217 1956208.J465 66900038563 5J+93.53 -100.05 HAVEN AVE BJ 400.00 3T21'04" 108.49 211.89 B 1855070.5201 6590113.9013 BC; BEGIN DETOUR ROAD 107 1855]53.28]5 66901]6.3992 45+36.52 67.00 - HAVEN AVE 218 185620B.J496 6690002.6032 SJ+9J.04 -101.]0 HAVEN AVE B4 NTJO'PSW 595.71 9 1655272.1472 66900522943 EC 106 18553724957 6690102.4209 10+91.50 SEW ACACIA Si 219 1856556.6081 6689999.7491 57+42.32 -101.JO HAVEN AVE B5 NO.26.10-W 680.05 10 1655310.1264 66900J4.6023 BC 109 18507Z3441 66903629274 12+5200 2202 ACACIA Si 220 1856821.0934 669003IBJJ2 60+11.53 -6200 HAVEN AVE B6 400.00 26°00'39- 91.39 181.59 11 1855511.75]5 6689977.9954 EC 110 1855431.3473 6690J62.9784 12+5200 -26.98 AC4CM Ti 121 1856950.5852 6690030.8211 61+J5.02 -6200 HAVEN AVE BE N25Q2'29'E 116.22 pOFE88/871,4 12 18561024558 1 609972..7291 ANGLE POINT DETOUR B 111 18554J1.4967 6690205.3889 10+94.41 -26.97 ACACIA Si 222 1856950.6366 6689914.8168 61+61.72 -51.00 DETOUR B BB 400.00 26'00']9- 92.39 181.59 13 1856967.4721 6689965.5170 DC 112 18554520995 6690181.4652 46+40.31 70.98 HAVEN AVE 22J 185]12751]0 6689913.J671 0+18.91 -72.37 DETOUR B C S89056'J4-E 589.61 h �- 14 16571632145 6690001 EG 113 1856056,1570 6690121.6964 52+40.99 116.52 1 HAVEN AVE 224 1 1857121.4283 I 66900IZ1545 0+12.01 -84.22 HAVEN AVE I 0 5915694-E 1096.56 15 1857269.007 6690054.7049 BC 114 1856058.2014 6690172.1674 52+41.47 67.00 1 HAVEN AVE 225 1857143.0963 6690029.2434 63+2254 -6200 HAVEN AVE EI 200.00 IS28'9" 23.62 47.02 r "• Bj:p, /T-3L0 a 16 185744J.6231 6590093.7815 EC. END DETOUR B 115 1856106.1994. 6690171.7254 52+91.47 67.00 HAVEN AVE 226 1657328.5856 669002] 7231 65+1].04 -67.00 HAVEN AVE 0 200.00 13.28'9' 2J.62 4201 • CMV �#' 17 1855966.5202 6689795.7782 BC Bill ST RELiGNED MP. 116 1856156.1975 6690171+2834 5]+41.51 67.00 IAWN AVE 229 1657388.5666 66900247758 65+73.04 -66.46 HAVEN AVE E3 5815659-W 84.73 g76OFCA ODP 18 1855993.9802 66898423673 DEC P. IO 1856158.1350 66902376949 53+40.91 IJJ.J6 HAVEN AVE 1J0 1657560.5448 66900263664 67+45.00 -66.46 HAVEN AVE F 58156'36-E 663.27 19 1855999.4402 66899B8.9563 EC 6111 Si REAllGNEO MP. 118 1856]64.7952 6690126.001 55+4265 124.02 HAVEN AVE JOB 1855181.5239 6690045.9172 43+61.69 -48.80 DETOUR B G NT26'41-W ]60.00 20 1857094.]524 6690096.6455 INT JERSEY BLVD & ORl✓E A 119 1856639.3398 66901821026 56+2251 66.73 HAVEN AVE 350 18552M 4516 6669886.1984 54+19.80 -85.70 DETOUR B HI N10'J2ffW 73.31 21 1556226..8720 6689406,5170 10 HUMBOLT AVE & MARINE AYE 120 106870.7829 6690165.4797 60+54.12 67.00 HAVEN AVE J51 1656358.4526 609884.9691- 55+69.80 -0.70 09OUR B H2 43.00 IOT2935- 51.90 75.42 22 1856106.5595 6689972,7200 INT DETOUR RD & hD METBOUNK 121 18570]4.0998 6690164.1412 62+IZ44 67.00 MVEN AVE 352 1856358.41J3 6689929.9709 55+69.39 -40.70 DERIUR B H3 S6eJJ'4TE 61.90 2J 1856106.3586 6690104.7262 INT HAVEN AVE & WB METROUNK 122 1857054.207 6690184.1601 62+37.44 BE 18 HAVEN AVE 351 1856539.0759 6689920..4903 57+50.06 -40.70 DETOUR 8 H4 569'56'S5'E 4ZOO DESCRIPTION OF REVISION DATE 0m 24 1856980.066 66899445720 BEGIN DR/147 A 125 18571J4.2648 6690183.1374 63+IZ45 96.82 HAVEN AVE 354 185609.1900 66899JB.0900 57+50.10 -31.10 DETOUR B J1 5692'JO'E 36.55 �PPP'FD' 25 19570536640 609941.1110 BC 126 1857154.1009 669016J.1577 63+37.45 67.00 HAVEN AVE J55 1856608.6500 66899JZ2600 58+19.56 -JI37 DETOUR B J2 400.00 215424- 73.80 145.96 26 1857100.2601 6689988.0180 EC 127 1857561.6385 - 6690159.6176 67+45.00 6200 HAVEN AVE J55 1856608.4167 E6899IZ6215 58+19.49 -51.00 09OURB JJ S89*56'S5'E 12283 CITY OF RANCHO CUCAMONGA 17 1857094.3946 6690049.6436 ANGLE POINT DRIVE A 200 I&5488Z2953 6690024.J075 40+71.92 -91.21 1OVEN AYE J57 1857295.2114 66900075418 65+00.75 -54.2J DETOUR B KI N89'49'26-W 101.56 - CONTROL SURVEYS 28 18571338248 6669991.9669 INT DETOUR 6 & (EMP JESSE 101 104911.5075 6690048.3043 40+95.92 -67.00 . MWEN AVE J58 1857326.6059 6689984.109) 65+1711 -8876 DETOUR B K2 4J.00 9105' d. J 1,12.11 - 29 1857120.7509 6690026.1002 8C 202 1855]44.3710 6690044.4776 45+26.80 -67.00 MIER AVE 400 185620 ..9423 fifi89J26.]I72 - T+11.99 10.01 HUMBOLT AVE KJ NVIS'4YE 99.28 JO 1857094.287] 6690169.9159 EC 203 180366.1587 6690020.5523 45+52.79 -90.]1 HAVEN AVE 401 1856208.8455 6609437.0825 3+]336 20.0 HUMBOLTAVE R,4 NTJO'2J'W 299.65 •- '" •';-_ .: CONSTRUCTION STAKING 31 1855404.6200 6690110.9476 INT HAVEN AVE & DENT DRIVE 204 185068.4108 6689938.5609 45+96.87 -6J.32 DETOUR B 402 1856364.8458 6bH94J5.9040 11+J5.J4 30.34 ACARINE AVE K5 N4001WE 99.68 32 1855404.9320 6690009.4286 BC 209 1855J95.4116 6689918.3222 46+19.43 -55.71 DETOUR B 450 1856248.942) 6689316.7522 2+11.99 -20.00 HUMBOLT AVE R,6 43.00 9119'43" -', 9.90 ,J:z SURVEY :CONTROL DATA ,;;1 33 1855452.6219 6689966.8171 EC 110 1855968.3998 66899JJ.2567 51+79.39 -40.70 090URB 451 1656248.8984 6689JJ6.7511 10+10.16 -29.61 MARINE AVE R,7 58SJ1'1]'W 99.68 � i 0/ 34 165551.J070 66899726457 ANGLE POINT DEPOT DRh 211 1855968.6489 6689649.1196 5+43.45 20.00 BillST 452 1856J64.3540 6fi89J75.8060 11+]5JT -19.66 MARINE AVE - HAVENAVBNUE SEPARATION JS 1655850.9460 6689974.9957 ANGLE POINT DEPOT ORhE 212 1856019.6488 6689649.2635 5+4345 -]0.00 8TH Si APPROVED BY: DATE: ) -pg 36 1855950.3603 6689981.909 BC - CITY ENGINEER - RCE: 4Z156 JJ 1855996.26J3 6689935.7341 EC CONTROL DATA _ GRAPHI05CALE o6mx vwl v6mu+m9n ,., t+Ecouumom 3B 1855968.4846 6689636.359fi ENO OEPOi ORAE- NORTHING IS SnNG 1OVEN AVE STAIN HAVEN AVE OFFSET (FTJ OESLRIPRON y�y Re J9 1855999.]658 fi6899736846 IN! TEMP 8TH Ti & BETOUR 8Immmud b nn•µ3gy 6 5 185)358.5)21 6690060.4185 65+41.46 -J4.00 1 1 4- WON PIPE 14 AG 'SB. I. SUKVEYOR- ON 0.3' 9 1856119.8632 6699406.5369 54+18.44 -69Z I8 1 1 4' IRON PIPE W AC -SB. CO. SURVEYOR, RUSH °� zOza T]n n6sr smEEr. sone 4m 'n� �4.c s Er 14 I854860.3200 6690081.7431 40+44.43 -J4.00 C-NAIL FLUSH (w FEET) ILRAMON W4� exAu 9005 Q or 144 17 IBS610B.15B9 66900707258 52+9242 -34.00 X5V (RACKS W UBSER INSERT BETWEEN RAILS I1"°'' Iw aIm86O �z i/ RCE. n054EW oxn o. K: \.cad\Bheel_Filee\r=02.tlwg ]x110, 2008 - 2: 36pm iNTuns Dere 7-//-08 6m IID mxcRz _ 2.220 BENCHMARK: R1 E 67' B]' 1" ROUND HUD BOLT IN CONC CURB STAMPED "SBCO BY 01104wAT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN ]f - AVENUE, 1 FT FAST OF BEGINNING OF CURB RETURN. EAtEI FaDWAr VA41ES EAAi FNLIYAr - E E !• To 13' BM NUMBER - 10It ELEYARON - 1160.20.20 1 /t MR ONE CURB ZINE CUFB l4VE 4r4T 10' 6.5' 1 1' min UIVE 1' w BUB &Y - BUS BIY w . ONE Po 4 VAPoFS YAWES VA%6 ! P �} 1 � 1 1'Y . BB N HAVEN AVENUE HAVEN AVENUE HAVEN AVENUE STA 64.93.17 TO 66+95.00 STA 60+68.99 TO 61+38.99 STA 47+31.65 TO 48+01.65 o/w E E YANG E 67' ] 4' 10' ' T' T T 67' m 181' a, 10' 4' IX6T R.M➢WAY 4' LOTY MG)w LPT IXAT FONWAY NRN TURN 4.25. ME LyLE SBBBBB NIN w!E [URB IME CURB IIXC 1pB pI . FEI WNL A OF B ,1 J�JL I.JZ VA416 I.� Y.WES � '• � 1 >z I.1x I'ma 4 VMIES �VAFIES Omm MLF - - HAVEN AVENUE HAVEN AVENUE HAVEN AVENUE HAVEN AVENUE 50+28.17 TO 56+74.24 STA 40+21.74 TO 42+86.96 STA 38+46.68 TO 40+04.16 STA 62+20.00 TO 64+93.17 STA 63+27.32 TO 65+33.66 STA 60+70.00 TO 62+26.06 "^ VA E 9/f ROADWAY CONSTRUCTION NOTES N J5' WN fm T m S01 SHA L OVER 6.5" CAB RUBBEREXCEPT FINISH COURSE CITY STD 100-A JS xw M`}0.5 m 4454 - - Inm• N Wi m o 62+ 10.62' 52+64 W+ ro 8Ha - d5' wx SJ}a m 61+10 - SHALL BE 1.5' ASPHALT RUBBE (ARHM L. EXCEPT 5. '^u ]s' NIH Slfa m 62!10 40' 14' 40' ILII � 9" AC OVER 953 COMPACTED NAME SOIL, EXCEPT FINISH CITY SID 100-A IP 5' vAaBs 5• EJw it It' U. ML7 T a' 11' Iv 5' ewEs 1 s' r 5- 94 4 COURSE SHALL BE 1.5"PAVEMENT A RUBBER (ARHM-GG-C) 521 W MTRR uaos m 51+66 sv COLO MILL 1.5" AC PAVEMENT AND OVERIAY 1.5" CITY Sm 101 z1 W TUTRB 52+66 ro 54+0 sw m aR TUTTER 4»05 m 51}66 ASPHALT RUBBER (ARHM-CG-C) SI 0 MUFF 544W M 52N0 SN CUFB SLCIpN 1:1 OR J1MRR 51+66 m 5 H0.1 �_ LIX ME LINE cVRB SW YI OR MHIN 5140.1 m 62}1p U ]YPE AI-8 CURB (CF=B•) CRY STD 104 WE La ME A2-8 CURB AND CUTLER (CF=B•, $V=24•) CRY STO 104 RwW AWE - i0B W St WE 4" PCC SIDEJV" CRY STD 1l4 PCC Bus DAY CITY STO 119 1 MEDAN TAPER CRY STO 108 1L �- MEDAN HARE CRY SID 109 in -� �- I.TI B HAVEN AVENUE STA 45+05.00 TO 62+20.00 6T E ]4' 5' 1 YA41E5 IXST RyBWAY EAIST MEOWI COST RYDWAY S J' TO I]' NRB LME MRS DIE DESCRIPTION OF REVISION DATEuvenu0: ] roRe WE �sEcrrox zME CURB LME �Qti'Essi0 CITY OF RANCHO CUCAMONGA I- ar, , , x°° - TYPJcu sErnoNs - SLA 2i YA416 VAPIES VA%ES �YA%f3 F- - - HAVEN AVENUE HAV AVENLEGWESERARATION HAVEN AVENUE APPROVED ' 94 DRYENGINE�R ',' RDEG STA 35+70.00 TO 40+03.17 STA 40+78.74 TO 45+05.00 F le NI FF M D C;: p 0 BAAVhpN � - pPAMI zazo rAR fIR51 sREET. SUFE 00 . s aoIAIN!ON s A Nu, a 92705 5 of 144 (714) .... Cxcwm �xcc xa,q oaAMNGWO. K:\Accd\Shea1L-F1Ics\r-O3.dwg Jul '10, 2008 - 2:AOpm S15WT/5 pA�RG�7�//•OB q¢ no R"3 'Joon BENCHMARK: I" ROUND HEAD BOLT IN CONC CURB STAMPED "SBCO BY 01104" AT NORTHEAST CORNER OF ARROW ROUTE ANO ho EN AVENUE, I FT FAST OF BEGINNING OF CURB RETURN. BM NUMBER - IGOJO FILIATION - 1160.201 /1 ROADWAY CONSTRUCTION NOTES 4" AC OVER 4" CAB (11=9), EXCEPT FINISH COURSE CITY SID 100-A RIW f SHALL BE 1.5" ASPHALT RUBBER (ARHM-GG-C) ✓ARIES U 9" AC OVER 953 COMPACTED NATWE SOIL, EXCEPT FINISH CITY SID 100-A 29' ro W COURSE SHALL BE 1.5" ASPHALT RUBBER (ARHM-GG-C) vmE II•- IT YAilES vmla ME Al-8 CURB AND GUTTER (CF=B", W=240) CITY SID 104 I.W. m RBS' IT m 22' 22' to M' TYPE DI-6 CURB (CF-6p) CITY BIO 104 METAL BEAM CUARD ANL CALTRANS SID A72 ,ppppppNRB SIXCVf NRR TINE I NOE SHORNW UIWI ONE WE 1 ,�� ' JJJmi1 p,• 99 115 �nLQ OEM YA4Ef K �-- I_]x LIs—& Y No 2 T WN 8TH STREET DEPOT DRIVE STA 5+93.45 TO 7+46.40 STA 16+7228 TO 18+30.00 R^y C R RAW - f 10' 10' VARIES 29' N 11' EXT .NWNAY VS ]26 - R.0 5' VAP16 YMIFS 2r ro w• 22' W ]4' d I mn CUNR MN2B WE NRB w 4M pwom IN bovur g Y M1MS� I' m» 9 NHERE S5'GNN M LItt_ {G . 8 5�1� r_m _ L _ 7.2x_ _ —I r_rs vs e JERSEY BOULEVARD ' N M DEPOT DRIVE 1WN STA 10+82.61 TO 11+66.00 STA 11+73.68 TO 16+7228 R^y f R, R/6' f D' Tl' - VARIES .. • 5' iTi 10' I 1010' I 10' 12'i 5' YA916 YAPIFS 22 TO x' 22' TO 54' rmn - Vmi rm;a CURB TINE NRB NNE NRR ONE CURB WE I F Up,�"� BI.7s �x I.7<. B OaM1N,iN` ��' 6� I.7x J� I.7s 6 1Mi� aa� 2 � 2 ACACIA STREET °� DEPOT DRIVE STA 10+82.56 TO 11+97.00 STA 10+82.73 TO 11+73.68 r DESCRIPTION OF REVISION DATE MPRNT➢: Q, QoeEssTO� CITY OF RANCHO CUCAMONGA W mTcu sErnoNs No. 4T3Om ACACIA STREET, DEPOT DRIVE, 8TH STREET, ,. JERSEY.-B4O EVARD ROVED DY: RCE; 4TZIC50 DATE: &!4-rf . APP CITY ENGINEER ,1VENUE QUOE ARATION 0micx a PREI`Mtrg.•. . y p,,N REc vDm . . avAwsoN E' RS 0wwx 2asi smEEr, svnE nn : s mo vsr nn .. gy1N5gy WffA uw a92705 6" 0v 744 _ U14) - 96 CHECRN R.CZ x054150 ommns no. K: \Acad\Sheel--pFIles\r-O4.dwg Jul 25, 2000 - O: 59am - inerts ate 7-45-08 RIC Na K'4 2220 BENCHMARK, I- ROUND HFAD BOLT IN CONC CURB STAMPED -SBCO BY 01104" AT NORTHEAST CORNER OF AKRON ROUTE ANO K44EN ]{ AVENUE, I FT EISi OF BEGINNING OF CURB RETURN. ✓-•�� r \ c - '� ^ 1 .Tri U __ BM NUMBER - 10030 60,20 wll tiv,. .s.ry-t"\ X _ - E(fYADON II60T01 it r A'- V / Z J I,�.ie.J I ROADWAY CONSTRUCTION NOTES 10 - — -- - - ( r^ (2�— 9- AC OVER 959 COMPACTED NAW SOIL, EXCEPT FlNISH CID' STO IOO-A COURSE SH L BE 1.5' ASPHN.T RUBBER (MI 59 COLO MILL 15' AC PAVEMENT ANO OVERIAY 1.5- ASPHALT RUBBER ARHM GG C aI 1 7 TIPS AI-5 CURMER B (CF 8") CID' SM m 104 h9v/� � � i�-- 106 MEDIAN TFIAFE (SEE PIAN FOR IV, r mo R) CRY SID 109 con �� r ( I �. ! ; R ) NOTES: ppf I. SEE R-9 TO R-13 FOR PROFILE INFORAIARON. X�;'��' o _� C. U = Ir u_„Nw I I 1 .-r + �� I al RSV j ��I(I _ X - XN c _ L _ Lam _ - r_ i � Lu J9+88.3] 5 LT ` I L— �-� —�• z TEND=MEOWN _ v I®IV 1 L-20'_R I I i� n� - ._ J ooDvr •� - ,_ _i _ _HAVEN AVENUE ] 3 39+6836, J' Lr� _ — T✓OIM EXI;r r N 0°3013' W/T - BEGIN AIEOGN FlARE � ;-� I -z._ / / -00 r + . T� ,(\-\S� � �iJll' aD��I �t + -r r r -.I + . tI c L- + N - o/ P 1+0 - -42 c W 35+IO.00,iB,50' ice' / ti ?'�__ ( I / .L i I 1 _.- 39+00 - 40 00 C co Z _ BEGN COLO MILL ` I©W=10 L 90 J 41+135J J Ri C\ 3]+5668 ]' RT \- - 36,+4668 3 Li 40+44NAVE \\ ENO AIEONN FARE J ' .J. nl W \ _ 5 J — BEGIN-MEOM WES \-.,PND MEOW! TAPER- \ \\— 10+00:00 ]IN SIREET j?I�910\i - A � 36+JP.00, 4b.00 RT I� �___ _ -I� _ v �Y� � — _ BEGIN U] IWR E if l TCS BEGIN MEOLAN FLNE {a- T . Il �� z h �(� - rJ(' 2rz 1fI i G9D1 I r4 -- T ( - DESCRIPTION OF REVISION yDATE \ 1 1 / ( 3 \ � �� i ! 1—I 1 )_ Zr 17 �^� I� c� L x�, iM qI . II t I \ I — T CITY OF RANCHO CUCAMONGA 111 pOFFSS/bN i � � 1 Xv I I O I - r UYOUT I� til �ta I IN -�i ° HAVEN AVENUE ( t - 1 L., ' �, i d:9iietl - �o_ ( I FROM 35400 TO 42+00 y } v.�q HAV£N AVENVE SEMRA//ON L, APPROVED BY: I DATE: A-LLdF' _ CITY ENGINEER RCE: 4ZIGe GRAPHIC SCALE9xs¢x - PON P99rwe9 W. w sEco uv(lyJm 6fUW50N ^ 3 Y Nn 9Nnm1 2920 rwn 9sr smm sulre 4aa d yM,( N SQ9A Na, a 92705 7 or 144 (INfEETI (714) 0 6096 114a WECXm 9.C.E NO l O OPAmxc x9. ' K:\Accd\Sheet-_FiIes\r-O5.dwg Jul 10, 2009 - 2:45pm iwwrs wIz 9-//- 08 PUE xo R'5 2220. BENCHMARK: , 1" ROUND HEAD BOLT IN CONC CURB STAMPED "SBCO BM ',t C 01104" AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN p, ,P , AVENUE, 1 FT EAST OF BEGINNING OF CURB RETURN. �,�11 r(..,UR V� DA TA _rll, i : r Y :,. F ( t ELEVATION 1160.201 fl O \ I_I CURVE R �\ T L ' G i , i -'ti. r I ` 1 35.00 90°33'50" 35.35 55.32 f _ , 2 35.00 89°26'11 34.66 54.63 j 4 k i1 , 3 35.00 89°19'03" 34.59 54.56 i KVL PROPERTY LINE , �1 1 I l � b :fi � 4 35.00 90°40'57" 35.42 55.39 , _ , , f, . � � 5 65.00 96°05'09" 72.30 109.01 w i "` � F-R'%I "w"T" L # N"TES ,,, ' ` i t f , I ' t f ,,.. i I I -'.' ROADWAY "'NS d ' ', t , i P ., r'' , " " ; I 'll � I I, 40 MWD EASEMENT , 6 43.00 96°05'07" 47.83 72. 11 p t 4 7 27.00 89°19'03" 26.68 42.09 1 ;;7 CITY STD 100-A 8 100.00 6°46'D6" 5.91 11.81 , (D- 5.5" AC OVER 6.5" CAB (TI-9), EXCEPT FINISH COURSE SHALL BE i , �, `"�v RUBBER} , � x L,h �, 1„ „U ASPHALT BBER ARHM-GG C NOTE. SEE SHEET R-15 FOR :SIDEWALK HORIZONTAL CONTROL x ; i ``� �'b ��,Y ' �y y -- 4 QAC OVER 4 CAB (T1=9), EXCEPT FINISH COURSE SHALL BE C/TY STQ lOa-A " { , t t � -GG11 i -C)� i F r f `, r"' /( �r " , `•� �' 1.5 ASPHALT RUBBER ARHM GG C : �� , ;iEXISTING p `1, e` Q - OVER 95% COMPACTED NATIVE SOIL, EXCEPT FINISH CITY STD 104-A F11 , D4 IV Y i w .. f I F R A "" , �, .5" (A C) EW M- I _ L�,B �► �`` � COURSE SHALL E 1 ASPHALT RUBBER RH GG- { 4.� t , FIRE DEPARTMENT CONN j � " -"-`,` �4�--�- COLD MILL 1.5 AC PAVEMENT AND OVERLAY 1.5 ASPHALT �(j,� TO BE",RELOCATED P 2.- i \ , 4 f i 1� t ,..,_. � ,__ " - , �_-, � t( � �"� RUBBER (ARHM GG-C} ` (�l ®f'• ;,; 12+41.50 � i f __ , id * .( "m\ \ 5 DRIVEWAY APPROACH CITY STD 101 �� I 3 11+73.68 EC , ' E �2+61.50 •f ,.' P X,r a' b y BEGIN AG CURB 12+65.74 BC ', R-15 END &G END AC CURB PEDESTRIAN ACCESS RAMP CITY STD 102 ' ("1 ( �.,4 7 TYPE A 1 8 CURB C - CITY STD 104 t =r. , 11+47,27 4„ THICK AC', �' ° ' ``�. + 0.17E I - °k - - D Y 1 �W ER ( F 8 W 24 } ,, „ � ` i N SWALE - - R 9 � EAR"HE r; _- .,__ - ,y , t - - .� P 2-8 CURB AND GUTT C - - Q 104 _ _f r E ., _, 1� 9 TYPE D 1 6 CURB (CF-6 CITY STD 104 , ..._w__ r .f � I � - i- _ _ _._... fi _ �.__ . r; _._.__ .._.__,_._" " . - '; WIDE PGG COMMER " � --___ - 4" PCC SIDEWALK CITY STD 114 r t,._.,t E ', „ DRIVE APPROAGfI - '", _, I �_ ;, � � � f , �.mI 11 __.. � � EXI STI NG�� i 1`, � �-- �� 11+73.68 � � � �� 11 12 PCC BUS BAY CITY STD 119 �._. �4.__ E , ' � I �� ;- 1 MEDIAN TAPER CITY STD 108 I (II s ;,. � i E S 4 ,DRI VEWAY�-_ �� - _,. f,l _,_.___ __..__,-_._.__._ "_ __..__. ._"________ ,_- ! W 2;f0 I x T 4 r-f; I (., ' I I ! `` 0 " „ 0 f) �- �' 1 BUS BAY CITY STD 119 . \ N 5 , `s 1 €/ , , ^ __ -, , ! - LOCAL DEPRESSION (TYPE) CITY STD 307 ..,,,� , --_'� xi--�) 1\ , ;_\ `, ''THICK AC i ``� ; �. -"' 1\ XTCE 'T"A I " ,r b DRI VEWAYEp u u 1 D 'RIVE 12+72.95 „,\��'L�,�� ; ! _F4 " 2 8 N _. d , i f jj t 4 i S t"' _. _, % ADJUST TO GRADE 7i „ ANGLE PT � ,, N _., i I r 11+78.36 ECR _„ i _ _ 1�+0�15s,_ r r- _ _ ' /I t �� I $ //qq /� I-, 4F'Fv.,*�'a.�.. 11 i` ,.�: ....,,, r {f,..,.,..J� ° i I t k t { ( i ;,. k ��6.! • J d .. . NOTES. '� i �11+01.56 BC'r + 10+83.6 C =�!" _, _.__._._.. r ___ _ _ " FIRE DEPARTMENT CONN �;_ -f-��„ 1. SEE R-9 TO R--13 FOR PROFILE INFORMATION. . ,," r.. f" \„ ,. \ F"k, I -'`r TO BE RELOCATED .�.w, ,,,, �- i, _� , ,__,_"__.__ ,4,,3+ti19.80 ,, _ ,,,,./. ,:} B , � 22, ,, l 7' I 22 . ," rf '" ,. � 1 2. SEE R-15 FOR SIDEWALK HORIZONTAL CONTROL. 11 f i BEGIN SW; { __(& ,,r I` ! 10+81. 7 ECR s . i z . } f y µ f TOP OF SLOPE" 1 =-- A`i 0 CURB!F CE ,"�, _.,__.__w -. fi cQ � � � - " ,', --.P =°- n 4 30 CONTRACTOR SHALL FIELD FIT BUS BAY AT THE NORTHEAST r _._ -____ 45+32.43,,BCR , - ` ' / -_____ -_:_,_ 2 �, _.__ _ . _". _. _.. i _,. ,J_DIN EXISTING \. , I _, _ ___ .-- _ ', �, _ .r, CORNER OF ACACIA AND HAVEN AROUND THE UTILITY VERIZON VAULT. -=:__ r _.- - a ft A r _.,... x _,_ _._._..__.. _ _._.", �' _. ___. ,_ .._-__ _ _..__"_. __.__... _ __ _ 6 _..__ • ,,, 4 \.' P -_ ,..,_ _"" _ rn.: _._, __"._.._.. - _._ r" -' ' 4 MWD MHS TO BE ADJUSTED WITH MWD s SUPERVISION. a ,` `f �/� = \1 I _, /` "`4 11 - __. N. 57 ___.,_ x __ t i_1 ao,, - 43+48.56 ,, ., _ _ ( 5 8 ��_,� � ,.. 46+46.44- ECR Y '� ______ - - (& 11 BEGIN C&G , _---___."______ ___-_ __..".... __ _ �, - _ ___ 4 2 r„,„ , _ 4 I 45+88.45 HAVEN AVE z "", _I :z ___._ ___ - 43,+'76.96, 7' LTZi . \ .- � 4 .. a 7 r ,� 59 I'll _____/' �4 1 - F- D�� 5 =10+00.oa ACACIA sT _ _ ,. _ _ . _ (z) -__.__ __,__. _ ______. _____END-MEDIAN___TAPER="___ _"_____ _ _..___ .. _._ __., ._ ___._ "_._ ____. _" -42+86.96, :3,'..-RT - 0+00.00 DEPOT DRIVE 1 W=10 L=90 2 _.._� `w `> I , .` e.- 11 •x, GI MEDIAN TAPER " I r -___ _._..__ _ LQ -Z -0101,BEN ;» ; __._..__..._F _ _ -1 _. `�. ., -f- , ", „ F' L FJ"~ p� (!„::r �,l.,.. ..., ;r � ,`r f t � u.0 , �i : tw" T` tt`g` s , ....___ -4` _ F E + 4144 w _"_,.__ _ ;,. l f 4_. le .._. ,..... ". 4 "� a," .\ G f`w....r'.. ;t ::'.....: ..._w', \. ...'. j , ._. .,..._ fs-,: ��Y 1. v,\. r,...... �. .F \... ,-fi v �, " 46 71.fi5, 47 RT � ^ � ", ll 48`-\91.6,5,-47 RST v Q �` "". "" v � � I,___ r,,� � _ _7 1-1- _ -7 3 4 1 o BEGIN BUS BAY TAPER 47+31.65, 57� RT o p D `BUS,-BAY TAPER �..� ``" _- a___"_..._.. _ _.___ ____. _._ __ . _.__ _� -48+041:�5 �� ___ _.._. _.___-___`'., __._" __ _. _._-.__ ...._.. _ _"_.___ R� _ _. ____..._ 45+30.64 v:�� 1 END BL S BAY TAPER , 1., W v U B a ." w y, ,. ti __ . _, 3 _. __ 8 'r, b Y u.r-_amass._.awn-_��,�.-...�-....i.-�._�+n_n��._�e_.�++�. -- „.-sn�.. -.. , A k' Y l 1-1 I -.e...��-,.�_��..-_-sr.-.�. .__. ...... _-�_�-_-. -.... ........_" .... i p- w v [7 © _. ®t Ek ik - 1 77 -..j/ _!_ I '•,.. t _. ,-__. , ,_,."...fit '1 ,F _".,. •= , r.., i ."._._,. fi _ `°, ,: 1 , Q _, y _... ,:.{ k .., ,.._...._ p„ ,,.,,,., F t , \ a i F r:, Y `\ ... �. „ _-,,...._..."_. ,._........ h l vx t ". �. �^ ...w a. ``.......... ............. x 't t..T„� -� - - .,__�'..^^a _ - _ ,., ._.-.� -.,.., .... ,,. ," �,^h , w,".. _^mss ��- -_.."_____. ...". 16 , _, „ ry r_ _ _77-77. 44-181.51 ----- _ 1 5 511 1 _ 2 u i ' 9 w . - ----------.. _.._-_ B G N S �_, _____ E I W { „ , y 6 6 _______ _ __..__"__.__R_W _ . :, _ -. 4�1 I., W �,. �" , _ , .,._,. �` �_ -.' _ �• / 11 I .,..,f" ' x' i i F 46+.44.65 ,ECR ___, �. p r"iv,., I" D --.______ ______ . _____ ___ -w JOIN. EXIST Y 8 L 1103.33 -, v._. 37 ! i „�1 f „� r ,, A , � E X �'� ._, --.. _ _ 1 D+82 56,` ECR " �_. v RAW ` _-_ 0 I , �`` -! 4 `_`. ti ,`M ., i i ___"_,__. __.t .,. 4''"i r 1 d t I I / If ,", t i' _ _ t. I I 10+81.44 BCR 4 _ w r` - T I I ,` t 1~'� ki l .� 14,: __."_ r»,/ I O EX S "v ., � (o k ,J `�: ` ("A�({ k 40' MWO EASEMENT ,_-, i !� 1, I -) I 1 i __ ,P',__..- E R W` �`R W � s"I�� 48+fi7 fi0, ''86.16 RT ,;r� �ar.; 4� � �,.r , �, , 00 �11 �� J0l S W a ,", I s F- ,---___ t P. , ,__ ? � `(E v1 7t"48} T S L` 14 N - -XI ;_ , k ",v f ; , I t r_.. r - 1, ? t j 54' { .F I _.� 11I c [ ,° � 1 ,_ Ir, ✓'' _._ __ f � I � �_,,, I i ,'� i � ; 1 ,22 22 �` '� �` , �,_. _',, V- r ,. L pp i \, /p ( ti,s.. ..." i ._..._.-. '*. I 1, , ) i,.. ...,Y .,,( ,,.^'" ✓{+'\ \ %. ^" i _" ---._._......._. ,..,_.._.,.__,._ - .._._,......_.. .,,_,v.._,_.,_...., _.....,. „..... _.._-,. .,..-.._._.,,..,... ._._ `_ 4 1 l I , t, T" , 5 t --{ r„.J t ir_,r......._ E f -_.-' - t..' 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'` DESCRIPTION OF REVISION DATE t__ _ 11,' 1 ti I ) I � !, € ,,.__ 1 `\,� "__, \,: �,. APPROVED: 4. ( _i ', _. ,1'.. -11 _..._-; \ [. Y t! ,-... ' ...yr"'�`,*,. '\ t v ,"4. `.1� \!'/ (`v,.eJ , ''`\ 1-1-1 1. 11. r 1 _ it \ c _, i \ r . 1 'I ^.'w ren I -1 �! a .� t ,, " �, PtkIF�,_,NlF __ ,__. �._I U i "' t 1r Ir CITY OF RANCHO C� UC..�AMONGA {l _. ( i" _ i" 4ti \fir nl, I " _-,,.:,m.. I w _.__.___ .._ _, /- -_..- X,,^ \ -- _ 0 i __ <. .__ , _ 11 11 11 _ __...."_._ _ I /,., � r__.,..... i ,r`f P ,/ ^ l.;b�+ -"�.o',f" ._-I 11 ": i I ` � tf -' 4., I 4 _,^�n .� t ._.,._ ``l., ", LAYOUT v' t { fel ,„ I { -. •-••_ .,,, ! ,r�/ ' (.5�,.`+ '4 '\. ., !� " ''"'�".,: "``'• F I . w , 1 y ^ ,. i ' _ .,,,,�, Y j4 i .. !*' '...' j f c.g �j g 2._F_ti.. ! F1 4 f. { "�.,-,:.n l Y' , ,'i t + ".f+..,. �V ..\ .._ /q -1 .v ,- // e tt \ _,. I \~~ .G "\? , e,x it f/ -.._..n F, tf" .,4 - ^ :.�'i. _.-„.. 4 E t, �" ).,...,,. \ \.,, r " " I I it _ • .._._ p -"..:i r" `^\ :1 k n»_.,.F, - ,� t I._._,,/t `.-.a:. 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K: \Acari\Sheet_Files\r-06.dwg Jul 10, 2008 - 2:� 'bpm 1MtttTS DATE w^-#� FILE NO I � ,�. .. F' I I -- -% , 41 1, I � I I t dam,,. ,_ < I 1,m BENCHMARK: pO \ (fq• I 7 li \ \ I 1' ROUND HEAD BOLT IN CONC CURB STAMPED "SBCO BM xr Of 104w AT NORM�T CORNER ARROW D AVVENUE, I FT FAST OF BEGINNING OF CURB RETURN. �� L° A 1 1 1 LIFE BY NUMBER IOOJO xe, 1 � ' EIEMARON - /x60.201 If xm x � f6'1a45 1+ \ / _ $ % �( - - ROADWAY CONSTRUCTION NOTES �x -x r \ - _ I I 9 1 ( II I � I � '� � Y /� rs y� / - ., I YI 1 I '' J/ �{ ` \ -./ O �-- 55' AL OVER 6.5' GB (1I=9), EXCEPT FINISH COURSE SHNL BE LIiY 5T0 100-A x'm H L I I I U 1 \ 1 ' i t 1 y 1.5 ASPHALT RUBBER (ARHAI-CC-C) R� I . . . A �'- 1 / j /( m I I h-c{. )/ - ,(1 4' AC OVER 4" CAB (17 9), EXCEPT FINISH COURSE SHALL BE CITY 510 100-A Xm .�/��Ff� IV` �� Iz ! � '' I \ �41 '! '( I I� 1 1� � 5yy� \ ^ V� 3 1.5 ASPHALT RUBBER (ARHM-GG-C) a i \I CU 1 I� I \ f I� ' I t FII x I ' .I I 7, 1 9' AC OVER 953 COMPACTED NATIVE SOIL, EXCEPT FINISH 1 CRY SID 100-A 1 ./ I 1 /l� COURSE SHALL BE L5 ASPHALT RUBBE4 (MAY 2 `J 1 �' a Wr I 11 Ly III 1 ��, I� ` � // { ' pn \ / U COIR MILL 1.50 AC PAVEMENT ANO OVERLAY 1.5m ASPH T = j j 'l a� n J+ O6 C Zi _ i \+ 111: \f 1 1 \f? 7 / I �I , �� RUBBER (MHM-GC-C) l xr r � -✓ < I A V1 V -' Q I r. I\�� - > ' I WEAI-8CURB (CDB") CCIN" STD 104 \ icm 1B+45bBADRN '8 1 I Ill+41.48 ( u �I I h`- ��1 X� U TYPE A2-B CURB AND GUIiER (LF-8', IV=24'f GIIY SRI 104 a ,� �]JJ0.57lHBFSRIEE!t- I Q �1 1YPE 01-6 CURB (CF-60) - CITY STD 104 Y I I y I p[ 1 t 0�i / \ \� - o-- 4' PLC GENII CAT SID 114 1 1B+30 d0 DRIVE-B ISI 4 / 1 , I _ I�jr-a METAL BFAM GUARD AND GLTRAN SID AZ X- R-14 , JOIN EXIST _ RR R1)V 1' �„i1 3 V I A i ' �Nj` 1 ) �� 1_ / CWVN (INR FENCE AND GATES CALTRNA' SIDA� ' �(, LOCAL DEPRESSION (TYPE) CITY 510 307 `" FIELD Fir Ilr roERcnrz I � ,I ti �� 11^ +e+e9+w o 1 II IrcE " 1 � 2 Iv 9a•� B_...._ 0 1' IbW ' I IZ 1 I_ T AI 1 WOOD aarRlcwE Arty sro 13L-a ' ml . c 190 a I -� �I _ ° FIELD OFFICE I)+6 20-EC 1 100' f _I I 1 /I x1 r S v . _� 15+1700 I � � ]+4610 EC � I I )II / HOLES: ' 16+6).40 ENDIA CURB R I TOP OF LOPE ^ 1 55 ""\\ 1 ' I ^'\TG �_,./ 1 KEEP HUNBOLOT AVENUE OPEN IN ODER TO FROM ACCESS N ME (VEST _ Lfit6L56_BC� 'l p}eH10 1 I �� 1, s II I �/ 510E OF THE SCRRA BRIDGE. (SCM PERMIT CONOMON) ENO AC CURLNEti�;�,-Y rr�•-r' �' ✓\-\y' / ENO MBGR 1 Z 1 B+JO . 1I I( ... (� LLL ^ - -L _ - - �.-� :-161.(0 IV 16' x m 1 ,. II �. ✓� / ` `l 2. SEE STRUCTURE PLANS FOR RETAINING IVALL GENERAL PIAN. AC OFNE yFhCUF t ,} f I t\ 1 >I - I6 CHNN IJNK J. SEE R-9 TO R-13 FOR PROFl!£ INFORMATION. `I X � I °I ' 2 j x� 4. SEE R-15 FOR SIDEIYAIX HORIZOMAL COMROL v ip4 < � ANGLE Pr � 1a I ,c x X�; a IS+Dd N a�/,�I ✓' Iv is+oo � �"� ao �Ilo- s III1 '•.a+)D 44 Qw ---°-j.Y INSTa�L srneEt urri'rTnr� coNcuhr sysr�+ti z DEPO' DaIV - Y6 x r5+) 0 6 , 8 B - ' L v. , RR R� I x a 40 PE2 EGE R 1N .3A640M I ' � I e 16+95.00 I 111 A A REi WNL B - �� t ." 1 _ \ ry20 -� " 1 Rl F SLDeE� 1 / Z RET 7YAJ1 D- .�� - R I4ALL C 1 / I I C�•� Lu _ > \ Z If Do e � b U- � Lu Lu k. "LLI 15c , .-I V� f R �� 30'13' IY 1-." .Mzmrvv ....... 1 _ -__ v + \ r + r L. T A. _ _`� - li XSRF PO HAVEN AVE V! �� + u �.� i V ^ v -XSRF POINT o Lu HAVEN AVENUE \- - ` W W \ 8 _ I ) s i : _ 51+9111 EUVL'N AVE \� (� 1003+31.11 MNNUNE TRICK - _ / B __ _ BO ))� -54+1205 HAVEN A � MOwE "FIRE�NECROp' h r \ / =10+00.00 HUAIBOLT AVE } �'Pi Zvk puw-4:iG-_ 41- SW2_ IIs 7 x . _ - ` _ JRw o of R v i MINIMUM IO' N TOP OF SLOPE \ n OFESS x' AL LI l / / J "XTNvf 7"95 TO SM 694M) DATA Iv�- f? ocuR✓t•'• R I A T L 9 \ 35.00 69°26'13 34.66 54.64 F'p' .y DESCRIPTION OF REVISION DATE 01m ' V I I SV VI 11 I .VPPRaT: / 10 4400 98'294Y 49.90 73.92 r( it II 61.00 9B'29'4Y 70.79, 104.86 n` Of CAUF� 111 RR R,71P IN II rz 250.00 Z'IJ'J9 486 972 CITY OF RANCHO Gl1CAMONGA - 1 RR R�IY IJ 15000 rOT19 4.40 A 71.2 UYOUI' - 50' 14 40.00 102°07'19" 49.50 ]1.19 N j c lj x!f l 1100' x s Do.oO rz5a i m.e9 z1.)D HAVEN AVENUE 11 �' i" FROM 49+00 TO 57+00 x ' GRAPHIC SCALE : nnVEN AVON U Ea UMSEVARATION 1 APPROVED BY DAMx,'14-D9 CITY ENGINEER r RCE: 4715& E Xxin - i 1 c 1 ONFEE ) ecslsx wx exmN+{n m �,e BEwuumo00 L \ `•� Ir \ (/ f xm. 4a svnwsau s / F sO1fE IW ° 4Np ° / I ! 1 / \ oMM1 . 2020 FAST n1 STIZU o, n s cT .,,. O,y s A Kw a 9270 �d"A' .9 of 144 F \ I P11) e nlmxm xcE xo�730 owmxc xo. K:\Aced\Sheet_Files\r-07.dwg Jul 10, 2008 - 2: 51pm iwvrts w¢ 7-//-O® na xo R'7 2220 BENCHMARK.' - - I" ROUND HUD BOLT IN CONC CURB STAMPED 'SBCO BY 011044 AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN AVENUE. 1 FF USF OF BEGINNING OF CURB RETURN. iigg BY NUMBER - IOOJO ti �C xw --� xvx - - ELEVARON 1160201 FC X.-' xm A / ��IA t f x� 5 n I .. 0 1 - I TES l xU \ ,1 \\ �\ , , 1 1. � - III + � � ROADWAY CONSTRUCTION N ��. I x n ` TI \/ 554 AC OVER 65- CAB (n 9), EXCEPT FINISH COURSE SHALL BE O CRY STD 100-A _ n ` x � T , '_--_ x= X L - ASPHALT RUBBER (MHM GG-C) 4- AC OVER 4- CAN (ill EXCEPT FINISH COURSE Sl BE CITY SM 100-A � �, S> li III', 1•A x �x 15- ASPHALT RUBBER (MMM CG C) , x" 9- AC OVER 959 COMPACTED DROVE SOIL EXCEPT FINISH - CITY SM t00-A f 1 I� } X.� COURSE SIWL. BE L5- ASPHALT RUBBER (ARUM-GC-0) RUBBE0— COW R (MHAI-CC C)ILE 1.5m AC PAVEMENT ANO OVERLAY 1.5- ASPHALT I DRIVEWAY APPROACH CITY STD tot LI )X'j j I _ � �- PEDESTRLW ACCESS RAMP CRY SID 102 ! l / I m J HYPE Al 8 CURB. (CF-60) CRY STD 104 X n - �� x + m � 8� HYPE A2 8 CURB AND GURER (CF=B-• W=24-) CITY SM 104 m II ` ttPE DI-6 CURB (CF=6) - CITY SM 104 XII l/ \ I 4- PCC SIOEIYALK CRY SID 114 >.e 1 {0' 301 o- 011 — _• CAY - MEDAM FARE CDY SN 109 ` CURB AGUIP, CASE B,TYPE( APWAsSM m \ >IxtV TG\ I - \ ®- WOOD BARRIVDE. (PART OF PIAN) CGY SM 13t-A X tt RIGHT TURN HANE CITY 570 119 W�r-v R V *:'YY'hrl Xf^ bC' lel. .�I ' G / EP 4 9+1191 5\ v/ X +; SII NOTES. - - _ - - OP FSLOPE - - , . xm e� - _ \ 1 ! p t � l� _ x Xa (� ti _ x : S 9+2013 - /\�� J 1 m -� X` �\ O'IAv L SEE DETOUR PIAN FOR DETOUR B IAYOUT DETAILS. [� x. 2. SEE R-15 OR SIDEWALK HDRIZOMAC CONTROL �,`^ In i _. E -62+1199_ -6 FAR1ryEN IYALE" xu- '�. {. fir ' 17 r --l`- - 3. SEE OE-2 AND SE-3 AOR DETOUR B PLAN MO PROFILE. �mfifi+950 ��ENO-COLD MILT _ 4, SEE OE-6 FOR LIMITS OF DETOUR B REALO✓AL - ' _ Ba W 65+9:T66 T LT j --- I> fi i / / . >n : M5300T I / 9 _ e x� - -- END MEOWL TAP122 lc� HA o (� -_K � / ten / �._ 8 - - - 1 - ` ] x `° �7 �19531�J?LT-R-1 45 Li5J1 'Oi 62+2825H ER AVE 4_ � i BCE IN M1lE0Wi1 TAPE �._ . IxW 10 L 90x ;`a /.o x .a " n / 10 8.25 JERSEY BCYD� "- •..'2 65+07.66, 3,•R[ - 0 4' W C v.�L.' , . � _ \ �l 1 'IO100.00 000R A - l C END MEDWJ p� 00- lT l ( /Y ! _ xN 0°P810 W -- _ Y - -- - - 1 IV-10 L 901 - -- 1 - E o 63+00, N 7 -� b4 00 v vE E_ _ 5B+12.84.�T RT VIVO TAPER L v h v- - 54tB0.000,-_J'R�`w 1=61+%0' ,r__-- T" �62+�0. .1 \i JOIN USE - BEGIN MOM FLARE,\. - END,MEOLW-fl/RE -'��. N'- VL. � 7 a � =113+0_26 � /V�9500' t' 58+]264. 58' R \ \\ 62+2600 65+3]29 5 RT _ W B o BEGIN TAPER HOC- E 1 J BEGIN MEOW) TAPER \ _1 _ i®ti1=1 L 'rd4 R 1 _ 6J+1551 \ x x m - iHS� JOIN-EXIST _ LU LO S. rypE gl ,),- \62+0984 BCR I4 \ 1 14 SEND PED RJVP — Cq \\ \ ? a X Y TJ IN EXIST ,_ - Q +116 B,f -..60-4) 85 =c -' - - \ 3 a 266+9500 45 RP h 7 \ o -JD RTM - / sa+Jo—o6 J Lr f — - 1 END MEOW) TAPER i G 1 ' 10+6703 R/Vl _ / - 54 RR 58' RT (/ r 60{6185, 56' RT 1 / \� \ B[GI PEO=PANP-- � --- l -- - Ira - I SIT I, / \/ \j�BEGIN DRIVEWAY VS' , END DRAWAY 'Xl V 1°� \ - f 1 �UOI ElasIr t �� J \ J l \ )) x IO+Q359 ECR R/�V 60+06.85. II14,JJ FS 65 x 1 6.SD 60+41.85' 1.12622 FS 1 J + --' - [[ X Xin TOP OF SL PE 1 J RACK OF SIDEWALK p BACK OF SIOEIVAIX r, ) u, < V I C 1 �3 .� - ,< 6 ax Xc 1 i N I EKl I 1 �1 { :n _ R��I �1 1 R/W - \ . - Xp ( m 9 1 'I�TI. �'�.��w It Xw - xa x Fit m srano ' 1 t oFEssrn - 1 11+66.00 \ .x_ JOIN EXI57IBERM I V'Y 1� C+ �_ x CURVE DATAI\ ! - j - QCURVE R Q i L 1 7: I 10 11 �l lam/ _ pK Xa 16 4300' 100029'35' 51.70' 75.42' - \ XU 17 75.011' 90°31'15 35.32' 55.30' xti ,a li 401 :1� 40 1 i^l l\ - t 4�OF CPCIFOP I8 ' 3500' 892844- 34.68' 54.66' " \I :rlB0, - ~' �`� ' L_ _ w x`I - ' 19 3500' 9505424' J8.81' 58.59' 1 _ 1 i 1 ) or -- - ( = > °" X = 20 2700' 90°31'15 2225' 42.66' ,B x 41 - 2I 5800' 109°28'41- 82.03' 110.65' ( h / r PcL� Bfls (irYl- ACVeD DRIVE - 22 7500' 2)°57'10- 671' 1208' I ,� �� V l X� � w - DESCRIPTION OF REVISION DATE 23 J500' J4°1012` 10 ]6' 20.87 1 / g , 1 24 2500 232°3B 36- 10151' 25 20.00 90°00'18' 20.00' 31.42' v �— ---� 1 26 20.00' 90°0'00' 20.00' 71.42' Xm1 I IS` � ro It ` o I x �, �J — _ i\� Xm' CITY OF RANCHO CUCAMONGA 4 � T x,nX HAVEN AVENUE xa to FROM 57+00 TO 67+00 xa X. INAIVFN AVENUE GIVESEP,FRATION _ A _ / �x APPROVED BY DATE: P44-09 J GRAPHIC SCALE - X'O 1 CITY ENGINEER RCE: 4215* rt`\\ .: /I� c i \�N tX tn_�_ "; � I .CL, 0 orsmx . nunwsoN 3P4e It me DIMN r�"I"A sp z020 6ASr E1HST sraEer, surt6 400 _ (IN rtVr) - a¢4lvswAmos av RA NO, w , .k0 av 144 (]14) 5-60 6 �,�.��,, - 11;M= 40L CHECKED � RCz NDLTLL OM'MNG Ni K: \Acod\BM1eet_1es\r-OB.dwg Jul 10. 2008 - 2: 54pm a1l4urrs D„� 7-// 05 H� „D R-8 ME) 8 I -- --1----------.... �----- ------ -- - -- BENCHMARK: - I' ROUND HEAD BOLT IN CONC CURB STAMPED "SBCO By 01104' AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN AVENUE, I FT FAST OF BEGINNING OF CURB RETURN BM NUMBER - 10030 RWANON - 1160.201 —__..-__—_____ _— __ -_ __--- MIU FLARE o / W 1100 LT Med TC 0; m � 0 1100 L Med TC o m m o + m O on o m melj ao QLU 1095-L--T-Med-TC - -- - - 00 - m M_ n�- �� - �� 1095 -Med-TC +m -___- + m M� p ------� + LU o o oN +o no o 1.626% N W ^ no o +m no SHAVEN AVE LEFT Med TOP OF CURB 1090 LT Med TC „o v~i 1090 L Med TC n - 1085-LT-Med TC --- ------- --1085-L--j--Med-TC-- -7— LU -- --------1085-L- -MedTC—LU � o z 47 MEOW! FLARE m u C of 1100-RT-Med-TC—� o C - - - -- - .-- - 1100 RT-Med 7C 90' MEGAN TAPER m � 0 m ti-4- a 0o 0 omoom + a+m 1.32CC4 °1095 RT Med TC m v ° " � 1095 RT Med TCrm + m nm O O Oom oom oHAVEN AVE RICHT - 0o m0 r n� nm� __ ..-_.- __ .I Med TO➢ OF CURB r 1090-RT-Med-TC� *o n0 mrm -----.__ ----- ------ -- 1090-R-T-MedTC m9 Drcn1F�`a" ma +m r +m n mf I y 10V5 Med TC - i 1085 RT Med TC �._ DESCRIPTION OF REVISION cm. DATE' ' - . APPsartp: CITY OF RANCHb CUCAMONGA PRCVNE - - ----3500------—36 00- - --37 00 -------38 00 ----- --------39 00-- -- -----40 00---4100--------42 00 HAVEN VENUE HAVEN AV�ENl1E- FROM ' +00 TO 42+000. ; HAVENAVENLECWPESERARATION ' / - APPROVED BY: DATE: I _ _ CRY ENGINEER A£E I DESIGN PWI PflEPMEO BY CO 6yA1V5IX! ' - EO , i �vrs PE AFN OPAXN 10x0 FAST i10.5r SIPFEi Sun 4w �ry am T/ EEf esuxsoN (714) juN. 866 no-s 11 or 144' HOME SCALE 1"-40' : xccrcm -1'1�p0E 10730 sxnmxc no - VERI"JCMG 1'-4' R:\Acud\Sheet-Fi1es\r-09.dwg Jul 10, 2008 - 2:56pm :wwns mm7-//-08 ME xo R.9 2220 � � i j I �I COiI O n n n FRI n n I STA 49+011 MATCHLINE SEE 'SHEET j a R-10 O 49+00.00 G8 3Nm p 1/098.13039 9.89 I / . 1 0j 1 / . 01GB B + 00 0 8 49+ 0300 GB 10983 5 +00.0010010069 69 500049+5049+ . GB 49+50.00 49+50.00 GB. 1099.13 ]099. 1099.1} 50+0000GB 150+60.000 GB 50+00.00 GB 50+ 000 . 094GB 109 .28 109142 09 .28 jt51+OOGO 96PR 50+35001095.9450+50.00 GB 50+50.00 5095.16 10950.0 as 50+ 0.0!} GB GB^5 1095.16 It _ si+00.00 GB _ sr+00.00 ___ 51+00.00 GB _ .____ __ _-_ p 1092.51 �� 1093.31 109J.4 1093.31 1092.51 51+50.00 CB 51+50.00 GB 51+50.00 51+511.00 GB 51+50.00 GB 1I 1091.1 1091.93 1092.07 - 1091.93 I 1091.13 '1. I 1 51+72.11 1 C 6M SIREET l _._4, GB _ _- / 1090.200 GB �__ __ . _ _. ___._ __ 1090.22 52+00.00 GB 52+00.00 GB 52+00.00 52+00.00 p 1090.22 1091.02 _---- - 1091.76 1091.02 I 52+50.00 GB 52+5000 'GB 52+50,00 52+50.00 GB p 1 52+50.00 GB 1099.77 10905] 1090.5] 1089.]] T a 52+64.221 a� a, m 1090.65 BERM ONIOGE 1 yi /1522++77.22 I 9n 11 X11 }pp. 1089.]80 GO I 15090.0801,168 ____ _. ._.._ _ __ 1090. 2 50903.7 . 3.35 ��R . . - 5090.580 GB - ��.� 1089.080 GB Z52+92.22 C I I m 1090.200 8 IU91.0 00 GB 1091.200 53+505 cB I 1090.200 GB _ 1090.26 ',. 1091.06 1091.20 . 1091.06 I \ 1090.2fi 11 54+00:O GB 54+00.00 GB _ 54+00.00 __ 54+00.00 GB ___ 54+00.00 GB 1 p 1091.20 1092.00 1092.14 \54+50+00 1091.20 1 111 C HUMBOLT AVENUE Ii 1 ill 54+50.00 G8 54+50.00 GB 1 54+50.00 GB 54+50.00 GB1092.60 1093.40 109 . 4 .40 / 1092.60 1' 55+00.00 GB 55+00.00 GB ___ 55+00.00 1 55+00.00 GB 55+00.00 8 ' O 1094.4 1095.2] 1095.41 1095.21 1094.47 :I I 1 I 55+50.00 GB 55+50.00 GB a 55+150.00 109 6 00 GB 1096.400 GB 1096.80 109].60 � 2 109.7.]4 � 109].60 J �. 109fi.8D mn m 1 56+00.00 03 56+00.00 B56+00w. _ 56+0000 C8 1099.b00 GB I 1100.40 1099.6 p 1099.60 1100.40 II 1100. 4 1 0 1, EVC 56+35.00 1102.]] 56 50.00 GB 56+50.00 GB 56+50.00 56+50.00 GB 56+50.00 G8 1102.84 11103.64 1 IIOJJB 110364 11 1102.94 1'I b I� O ISI 1 O Ll O 1106 00 c s]+00.00 GB s]+00.00 ce 51+00.00 G 1106.19 1106.99 11 I _ X10& Q9 1105.19 1 po o STA 57+00 AI ATCHLINE SEE n c j n U, SHEET R-12 A 1 y p p tp O O p O p O O O o> p Cn cn O to ^ ^ ^ 1^ 11 g c 7� n l A A rn rn rFl rFl � y ti � N y .e o - �--CL CIL a ~ m n n = o Am n 4 a �*mE019TFq n � 111 a ea ' o F � m >^ g z y W m IIi y c m a n o o 1 im _ moo x � .` OT D ��n sLs a`' ^a 70x50 v � &� .. 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O Z � Z v Hkb33N _ 1 a 50 a S v 2 Lnj T c C n Pa - foo 2 x -IN I I' yA yA SIA I� I 11 57+00.00 GB 1106.19 I I li li i III m 1,109. po cB ---- --________ _ i R n I m I 1' c 58+00.00 GB / -._..... . . 6s 11158312.}84 BC V i O N v 58+42.84 MOC 58+50.00 ------ _____- 111 58 1116.00 IJ r1 J ! cn O r n a v v 4 IQ r9l ra) n n n 3 2 SEE SHEET R-10 _ y STA 157+00 MATCHLINE 1 O 52+00.00 GB 57+00.00 9+00.00 GB 57+00.00 GB �I O 1106.99 1107.13 1 11106.99 1106.19 III 57+50X0 IB - 57+50.00 ` 57+5000 GB 57+5000 GB 1110.3 1110.49 1110.35 1109.55 � 1 il ''. -+-- - - - -_- 8+00. 58+00.00 GB 113.70 .-_._. . __._. _._. _ i 58+00.00 58+00.00 GB 58 O -�- - -- 1 {1458+0500- 111 .84 1 _----- 2.90 O I i 58+50.00 GB 58+50.00 58+50.00 GB50+50.00 GB II I - 58+50.00 1116.94 l.08 1116.94 1116.14 1116.00 \ III 58+72.84 EC 1117.31 � I I 1 5118.92 0 GB 5119.91 0 G 59+00.00 - ',_- __ ____- 5119.91 0 GB 5119.11 0 GB _ O - 1110.92 I 1119.91 -- 1120.05 1119.91 1119.11 i2 A� 59+50.100 GB 59+50.00 GB 59+50.00 ^A 59+50.00 GB 59+50.00 GB 1121.611 1122.60 1111J4 �; 11 2.60 1121.80 0 o I BEGIN a GI 11259+86.85.4 GB 1112409 Ned TAPER - O a 23.40 11'33a FL 60+ 0 _ . _._. - 50+00.00 GB _ _ . . . . 60+00.00 GB 11 fi0+10.00 0 112 .1 1125.02 X3243-7- 0 �+ n '. it25:b�112550 s 112422 + NmO g a u Y 4 50+40.00 1126 tie i :'� 6 50.00 60+50.00 GB 60+50.00 GB ' N0� ca it 7.d0 1127.16 -1i26si2- 60+61.8 GB '� - 112636 Wit 6.61 'Im 60+70.00 GB END Med TAPER v m 1128.11 nyt 112740FL i_ _.. 1 _m� 61+ 0.00 GB 1128.0 61+00.00 CB fit+00X0 GB 61+00.00 0 61+00.00 GB - 1129.19 m a 1119.16 oa- 1128.22 m '' 61+so.DO ce: 61+so.00lcei 1+56o0 '. 61+50.0D Ica � 61�+�so oa e 1129.62 1130. 8 IIID. 1130.61 0�5 112}9.8- N l i 62+09+94 1131.1 09. 4 BCR 6 +OL900 GB .__ -1111 68��00 _.- 1fi1312831 GB 61 6 1132 _- . - - n 62+23.99 GB - 62+15.31 GB M 62+ 1.99 BCR 1132.62 11 IIJ2.51 1132.31 n 1131.62 IN0 EM 62*35.00 + n Ny IIJ2.8I a 62+50.00 H m 11 1.1 ECR 62+78.25 JEBS BLVD t I IJJ.67 11+66.000 JERSEY BLVD - ` 11132.08 J A 1 63+37.29 GB fi3+ 9.31 GB e W W Nil 1135.}p IIS 1135.00 a+ x• 63+39.62 ECR AA TLnT 63+45129 GB o W W A 63}+550.900 GB11 . 11134.01. 'P 63+50.00 GB m O O y 1135.56 nt¢l Kl t}l Lu ON 64+00.00 GB 1136.56 _ -_ - ---- - * l _-..._ 64+0 .00 G _I n s.ez y II a,5pmE01SiE9F� O n o 00 moo. i� 64+5tv 0.00 GB 64+50.00 GB 9 V 1137.62 - 1137.82 0 ml� n n9 65+00.00 GB ! $ 1138.83 O 1138.fi3 BEGIN Med TAPER 65+33 66 -I m 1139.17 ' 65+50.00 GB! o O Q a 1139.60 rI ; ao uF C . z 4+fi366 11 Ho V T D 65+93.66 G8 70 a u 65+95.00 GB ^' END M tl APER a A 9. N O z W - Z < Z It +0000 ,GB 114065 n2 C) 66+5o.bo OR o a - '1, � . 1141.601 nom �n 0 Q a, I 4 la - Z n y y N A = .. m 5.00 ce A Py-fes G) �I �I aN o o o o c+, n n rc:l v v I 0 1 + .17 PVI s Q1103.17 > O I I a I 10+ryry3�995.n59 PVC � „,1a+504, ! 02,34 j I a / 110t +4482.73 BCR I' 114022.663 GB - m$ 1F2.D 32 TC CR _y 11+00.00 GB 11+0 00 iO DZI,'i 11+00.00 GB (J 1102.24 1+ 56 BC -- 1102.29 TC 11+01.56 BC O \ noz{,a �m naz.3o m I i Iia a 110250.600 GB m� 11+50.00 i 11+50.00 GB c1102182 c 1102.98 TC e 11+]8.36 GB m 1 +69.59 PVL m 11+7368 EC 1�0 .34 1102.95 EP B 1103.55 Al+73.68 EC 10 .46 �ti 12+00.00 GB 12+00.00 12+00.00 GB � nca.zs 1104.25 no .ee 12+50.001 GB !, 1 III 1 +50.00 n� 'm 1 +50.00 GB 110 .86 1105.75 m 1105.38 j 12+65.741 GB BC a 1,05.8 n N 12+80.17 GB EC 1106.281 13+00.00 GB _ - _ 13+00.00 _ _ 0 13+001.00 GB 110]:141 1107.25 ... .P 1106.80 13+50.00 13+50.00 13+50.00 X1108.91 1108]5 1108.38 14+04.00 _ _ mo 14+00.00 i i 10 111U.41 mo.z11 09.88 _ ��,-- i 14+50.00 14+50.00 14+50.00 I 1111.91 � 1111]5 !, ' 111138 i ci O m 15+00.00 GB _ . ....._.--_ 15+00.00 PVC 15 _ +00.00 --_-__ ---_ __ - - _ 1112.800 GB 1113.2 1111 .2 - - - �- - - - 1112.88 ! 15+50.00 15+50.00 GB 1114.41 1114.04 j o 15+67.79 GB 42 GB II 1114.70 1114.]0 15+72.60 114.90 � _h m 16+00.00 G9 Q0 111 .04 _ 1114.4 m 1114.8 00 1114.86 i I 1 16+50.00 GB j 16+50.00 'mo 1115.23 I a 111 a.14 o 16 61.556 tfi_6 56 C N 16+72.28 GB i�fi+ 2.28 BC V 1113.96 15+77. 8 GB 1 1115.0..5 ! 111 .28 '� - 1114.50 p V i m 17+00.00 GB PWC 17+0 .0 I ! 1]+00.00 GB 111 .99 1113.68 I 11 .12 I. I of I I17+46.2 EC N 1 +45.20 GB 1112.85 + 075 . 03.16 11111, �ml o� . 117+50. 00 GB 0 GB 1212.41 m126 20 EC 18eV18+00.00 1112.65 � ,11279 ---- 0 cf 18+20.40 LOW P41N4 � �b4.44 GB a+30.00 P a 1112.]2 I I ra a�� LIF,. IIJ a 3 ti y *aBGG � II m I I AK O i m B B 9 i �c ma mo n m r o0 o m BENCHMARK- I. ROU104" A HEAD BOLT IN CONCCORNER LURE R W RO •SAND BUW \\ JI I I o I I OIIOf AT NORTHO CORNER Of ARROW RET AND HAVEN \ I`� �I�a _• i � AVENUE, 1 fl FAST OF BEGINNING OF LURE RETURN \ + �U44uA b '�/,' V-'I BM NWIBER - 100301 m 104 I CO I ELEYABON - I160.T01 it \ h X I I� I X m co /I � - I� � : r I I4.4H O ({J I - F- v ` 1 -�� x� 0 16.6] o' 17.75 b n TA t� I� � I I IryHcP P°P� . n III . � i �� • C N4 \ I8.I1 h 0 - �+ I %xx I I 1i1 X X-. i, DEPOT DRYE-( /Vlei" I UFEAS/Oy 1 _ 16+20 +40 . 60J N�x \`� Reed H T QREVI56D DRIVEWAY LOCATION •I Sx0/z J S 16+60 / DESCRIPTION OF REVISION -mcamxvE l < 64i39N m - ....,. DATE - '< EbP (2 fAtS ? 7 j ` D2- 1 CITY OF RANCHO CUCAMONGA 7" .Z DRNIS _ III Z ` „ r 8TH STREET I �I/�•_ ,/�� GRAPHIC SCALE HAVVIAWNUE • EREPARARON Ion A APPROVED By y?r' DATE: R-14•DR I Mill" CRY ENGINEER RCE. 42150 8TH ST (IN FFFr) • ozslcu Eux F6w,wFo W. p ,xtxo uEx En U WIDENING M 3R DIM" 6Uµ5ON MansE . SUITE 400 BUT: °^ 76 xF 794 4�j-exec Cxw6Fn -J [.f�. n.uc xo54710 orumxc xo. 1. REE R-] FOR ADOIOONAL BAiA - iwu/rs alc -B$ R•74 K:\Acid\Sheel�iles\r-14.tlwg Jul 10, 2006 - 3: 11pm 2220 BENCHMARK: 1" ROUND HM BOLT IN CONC CURB STAMPED "SSCO BM 01104" AT NORTHWr CORNER OF ARROW ROUTE PND HAVEN AVENUE, 1 FT FAST OF BEGINNING OF CURB RETURN. BM NUMBER - 10010 ElEeABON - 1160.201 It SIDEWALK LAYOUT DATA STATION OFFSET R 0 T L BEMING OISFANL e7!! OF Di-6 CURB 8" OF WE A2-8 CURB & CURER 43+19.80 56.JO Li SI 600 14°0232' 13.90 14205 44+66.44 SJ.00 LT 52 43 98°19'43' 49.90 7392 - 45+86.10 55.92. LT 53 65 9629'4X 75.4J 111.74 45+45244960 LT44+81.92 52.29 RT54 250 4°JI'J4" 9.68 19.75 SJ ]8RT55 250 4°3134" 9.68 19.75 STATION SFARON LINE � . . TCURB LINE CURB UNE 56 40 10707'19 49.50 ]1.29 \ 45+44.125001RT46+33.18 49.61 LT 5] 10 61°23'09" 5.94 10.71 EDGE OF PAVEMENT 51 EDGE OF PAVEMENT 46+41.32 551] IT 58 1000 If'JJ'15 101.17 201.66 48+41.62 58.01 LT 59 1000 10°22'37 90.79 161.09 50+2J.46 58.18 LT 60 600 IO'162D' S4.8I 109.32 51+32.62 56.78 LT 61 600 8°3]'57 44.93 89.59 52+22.22 56.]8 LT 62 600 3°55'13" 20.53 41.05 7- CF 0' OF 52+61.25 5778 LT 6J NO°02'S8" 51.75 � TRANSITION TRANSITION 53+14.96 57d0 LT 64 600 X5l'Jr 10.11 40.42 / z \ ^ 53+55.16 58.29 LT 65 600 8°00'40" 42.01 63.89 J 54+39.18 5].12 LT 66 1000 9°56'19" 86.94 173.45 CURB TO PAVEMENT CURB & GUTTER TO PAVEMENT s6+1zn 58.zz Lr 67 6DD 100035" 52.54 Iw.6z NO SCALE 57+1].09 5B.J0 Li NO SCALE 68 ID00 7-46'450 67.99 1357] CURB ONE 58+51.J4 56.69 Lr 69 600 921'01" 49.0] 9].92 59+50.51 53.89 LT 70 310 X43'18' 10.07 . 20.14 TYPE DI-6 CURB 59+70.56 5213 LT 59+18.99 4200 Li 48+91.65 4200 Ri ]T 10 ]633'09" 289 IJ.J6 6 OF 49+01.44 54.61 RT J3 800 7-09'43" 44.61 89.16 - - 49+90.41 59.9fi Rr 74 1000 S4J'46" 800.53 200.18 51+90.4] 59.85 RT 75 600 9°32'57 J1.67 6J.28 52+5J.6fi SZIB RT 16 N7-0P'56 61.01 53+4471 57.71 RT 77 600 9°32'57 15.69 JI.J6 CROSS SLOPE TRANSITION SJ+46.06 SB.HI Ri ]B 600 9'12X7 44.15 98.53 54+34.50 5].71 Ri 79 1000 9°5]'03" 8].06 1]3.6] 56+079fi SIB2 Ri 80 600 9432'57' 52.62 104.96 5]+12.81 5].B2 RT 81 1000 8°5932" 78.56 156.80 58+69.45 56.40 40-RT 51+80.55 56.38 RT 61+18.15 56.16 Ri 10' 62+00.64 56.20 RF 62+09.94 4200 RF 62+21.99 47.00 Lr 61+11.99 5200 LT 8] 50°28'10" J4.I4 61+]285 57.00 Li BB 10 67-22'18" 5.82 10.54 STATION LINE 61+69.16 SI.94 LT 47+11.66 62.96 RT 89 30 51°42'10" 14.54 2204 WE A2-8 CURB & CURER JB' OF 47+3635 71.64 Rt 47+10.59 7364 RT 90 100 19°44'57 0.41 34.47 48+26.04 91 100 3714'0628.90 56.16 ]0.83 Ri 92 35 8731'24" 3011 50.41 4B+50.0] 71.27 RF 93 46 1X05'07 9.39 18.53 n TRANSITION 4B+6].60 86.16 RT CURB & GUTTER TO AC CURB SIDEWALKS HORIZONTAL CONTROL NO SCALE DESCRIPTION OF REVISION GATE COY APMMO CITY OF RANCHO CUCAMONGA a. sa]3o N - +' s!w/li/Z9 m DETAILS * 9rp auF ' CURB TRANSI"IION DETAILS AND SIDEWALK LAYOUT DATA HAVEN AVENUE E SEPARATION APPROVED BY: - DATE: 'PLL-48 CTTY ENGINEER `i.VZA RCE: 41196 DESIGN PWI PflEPA9E9 PEW ENU iM153W1 Y oMml 2010 F/Si FlPS! STREET. SU'IgJ SX EET &RA Y]R.1 IJLI U 93705 17 OF 144 (714) a� j�� c�1f�n CNEIXEO R e N01L� K: \Acad\Sheet-Files\r-15.dwg MF iles\r-15.dwg Jul 10, 20DB - 3: 14pm 51V]UB5 rz 7-// 08 �� Ne o mnKx�.j* 2220 BENCHMARK., i" ROUND HEAD BOLT IN CONC CURB STAMPED -SBCO BM — �� C O CORNER ARROW D HAVEN AVENUE, OF BEGINNING OF CURB RENRN. ELEARON 1160.201 i(BIM NUMBER - 10 030 } J FI � - , 1 REMOVAL NOTES l _ - - - I' ��lll ln�l _f, (�� I u �I , E]-- REMOVE 8 AS PAVEMENT4 QJ - SAWCUi -�� /��i l' _>. 7•� _._X . 51�..J' � 1 t / L� REMOVE CONCRETE CURB - REMOVE CONCRETE SIDEWALK OR DRIVEWAY x (4 fit i ft / k\ III A A � 1 I. ALL DIMENSIONS SHOWN M FEET UN!£55 ORIERWISE HOED. if I - -_ - , _ _ 2 SEE ELECTRICAL PIANS FOR SIGNAL AND STREET LIGHNNG REMOVALS I . aS�i I I i I J. SEE LANDSCAPING PLANS FOR RtEE REMOVALS p K N J. -.•� ..� 1 I 7 f : �� 4. SEE MLNY PLANS FOR UIILNY REMOVALS 5. THE COMRACTOR SIULL RELOCATE 6 IXISBNG CANARY ISLAND PAUI TREES ,n -,tiT / 111 4/1 \ /• WT HM INE PCC MEDWN REMOVAL AREA. ME TREES O SHALL BE EtSNSH4LL O . l 1 II ( / • o �Irj-,•.IJ� '-' \1 ^\i� TO MEDIM! SRES ON HAVEN ICH AVE. AS SITE BELOW THE LOCATION.SHALL BE PIAMEO NEAT TO FACN AIARKEO SRE AT THE PROPOSED LOC4RON. X WE COMPACTOR SHALL CONFlRdI ME PRECISE LOCANON FOR EACH TREE 8� I LOCANON BEIIVEEN ARROW HIW AND LMC CENTER DR. `✓� + �" - - R(IV� _ ��111 52 BETWEEN TOWN CE ELMTER AND D CH CENTER DR 6J BETWEEN CHUAN CENTER D AND CHURCH ST - J l hl \ y c m � x _ 69 BETWEEN CHURCH ST AND CREIX BRIDGE Si. 75 BETWEEN GREENA71 BETWEEN CREEK LRE DR.SAND BA.SELINAND EARD. OR. SEE LANDSCAPE PIANS FOR DETAILS. GL\ - _ - 40+05 18 8 LT -- Al j °-40+7710-2'-R 6. TREES NET TO AND OUTSIDE ME LIMBS OF REMOVALS HAIVEI y AVENU - END S4WCUT �I BE IN SAWCUT� SHALL BE PROTECTED IN PLACE. BECIN'SAWCM HAVFIJ-- I\VF / - - - REMOVE - B -- r -- -- -BEGIN-REMOVE CONO' URB - I- 1 - - N 0°JO2Y Ir - LIM(f4F e%lY(I Ph 96I"P j l �, / -ENO' VE-CON UR -BEGIN/IJFMDVE-COflECUR6 C W v- Ir tl -, + >� moF +QO _ -. 4z C T- � , N W ° 6 c \\ — - - - i \ S4WCUT J 40+OS W 1 LT 0 40+]] 10 8cRT \ W 8' )+69.5J 6 RT -'- "� -BELT WCITT \ �\ S4WCD . - END REMOW ° BEGIN SAWOU - END QEMDVE CONC CURB �\ BEGIN RFM- pVErL�NC CURB �T _ BEGIN RE'AIDVE CDNC LURE � ✓� T•�' � I 1 � � rr . �- � I cl 54, �1 i L44_� V, 15rS� ' e F > I, CITDYESCROIPTFION RANCHO CUC AMOONAT-G S A B,p.— )� xmes RNOVMPUN HAVEN AVENUE FROM 35+00 TO 42+00 .vvcemm eo: FUVfNAV£NUE LRAO EPARATION APPROVED BY: -AV j 5' DATE: H-IQ--Lg CITY ENGINEER RCE: 42196 GRAPHIC SCALE oEs¢x UIN.PREPARED It. eEco ENom; . - _ I19.11V5IX1 .$ � Val Igo ORANNzoz0 REV fleEEl, SUM ME) sxEcr yy11y�,A: SAKTA uu a 92705 " 18 or 144 (INFEET) LNECREe RCE No,aJ2(. LMMNL 110. Imo, a w,E T-1G09 R46 K:\Accd\Sheat-FlIes\r-16.dwg Jul 10, 2008 - 3a bpm SWsurs mE No 2220 BENCHMARK. 1' ROUND HEAD BOLI IN CONC CURB STAMPED 'SOCO BM , AVENUE AT FT O CORNER OF ARROW ROUTE AND HAVEN \ AVENUE. 1 Fi FIST OF BEGINNING OF CURB RETURN C x: `�' �I '� I� lam• -� / - ELBYNUMBER - 10030 EYARON - 1160.201 lI b � O : Q xm r � qq I v IOL, REMOVAL NOTES J J Q1 REMOVE IT AC PAVEMENT REMOVE CONCRETE PAVEMENT SAWOIIT x 01 � v REAMOVE CONCRETE CURB & CUTTER - OVE AC CURB ©— REMOVE CONCRETE CURB L-) L� REMOVE CONCRETE SIOEVALX OR ORPAFPAY S 8 REMOVE CHNNLINK FENCE 1 IT+4Z29jj7.J7' I XT 'i GIN W \ S l n+15912o 29.42- Lr it L.. _ ENO SA!VCUi ` ' i NOTES: r � - - \\ . - - - - - - - - 1. ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE NOTED. �l - SL - - - - - / a NI 2. SEE ELECIRICAL PIANS FOR SIGNAL AND SIREET UGHRNG REMOVALS. — Z N ,1 J. SEE 1ANDSWING PIANS FOR TREE REMOVALS L ,^ T� - k TCE-� 12+110 ( 4. SEE UIILNY PEWS FOR UxtllY REMOURLB. l -- E i r y•. 93+00 14+OD - I - BEGIN REMOVE) SW i < r �� , DEPOT DRIVE = t XT, I .Bas D Lr ! ' i �f`� . ,i .I i I I 1 m BEGIN REPO SW / 'S / /t t 8 / f,oU Z J( � "J N LLI - 45+05.00 44' LT - / / J, m / nECI -5alvcu� / J r ' ~ s - ---- / i __ — Q W �e6c� REMOVE coxa c&c /— SEND SWCor- J __ T __ IAAVEN AVENUE_ 1 ' _ �• Z - _ - 42186:96"2'��-4J+]6:96-07Lf - - -C 45+05:00-e>( __ _ J' p Q snwcurl0a _ s�wcu� ./ END sn curv,�— ,� / N m3D2J` w l p (n CqIt LU .-fit - Q W N END-S4WCUl�-� J ` \ ��_ x - 5L\��- ( ) \ \ \ W /" 5+0500 T A I x ��L J L END SAWCUT l o R/44 � ° ' / �BECIN REMOOF�c +6]0 616 NOT LI END REAM J ( I RAW � II S 54' ,2z7 z2 I � F � i•A•\� � r `n. 11+9L00 END SAWCUF- I N Ir -tx�/ til " END-REMOVE CONII c& I� ' ' �Z T�qq LL,/�I \\ / / DESCRIPTION OF REVISION DATE �PRmm: cnr / .n.._ Il 1 I1 '�FOFCAtl ' „ . �\,�� , � ' � I � U lj � �� /� � _ .CITY OF CUCAMONGA RBNOVAL PUN l / f i1 _ �xQ APO,4 f M _ \ HAVEN AVENUE tJ 2 cal . - I I_1L IL. FROM-42+00.P O.AI�.iQQ 4 .,.;:. . P y HAVEN AVENUE SEPARATION - APPROVED 6Y: / DATE: 9- 1+-09 CRY ENGINEER RCE: ¢21% GRAPHIC SCALE DESILX PM PREPAPEO, Rr: �P RED v Eo Um B9 WON n . Pam ' 2030 FIST FIRS! 7susundao =, 5�+'J s Er go.W50N SWEAIAN\ C\ 91]08 05 19 Of 744 (IN FEET) (]H) -8888 i 4M= <R CHECKED P.GE Pp e x K: \ALad\Sheet�iles\r-1 T.dwg Jul 10, 20118 - 3:23Pm ixyfR are 7-/FOR n¢ xD awxR 77 2220 BENCHMARK: i• ROUND NERD BOLT IN CONC CURB STAMPED •SBCO BM - 01104• AT NORWEAST CORNER OF ARROW ROUTE AND MIEN AVENUE. I FT QST OF BEGINNING OF CURB RETURN. BY NUMBER - IOOJO ELEVATION - 1160.201 IT III I 2a• do V'i I 1 'r i \m J JI I }} 3+93:45 n Lr J A I No x�� m BEGIN REMOVE AC CURBI Xu, 1 XuleNN I O� � L 10+ I I z 1 I� / + rr � ' ` IV II � 1 II'W1ct- x ZZ x ° j No Mil � I I IW V ;aF ��y x '� ca , II, D / a Itv k No � �� z z� IW1 I �SrIIIIN D x� A on k � l � 2 1 � ' t {"1 No. x� �. 1 1 � , I IaeJa aD 928 R 1 �� 'I, C , �I IN J �- - aAJvcD! �' s+nags V IN RR Hhv 1 -- - I'D u. - R 1 � � j I I xy x • 'l , , e°s°er 0II l p - l � ' - EGIN 84.00 65 LiLI I '�. TCE A x � 2 - _ 0 1` BEGIN REMOVE BEGIN REMOVE _ I I ' ' - m // EENCE EENCE —� 1 I 190• - 4,�O . .t ° i � � � I loo• I m � I t 14 � �I . rcE R� 3 � . )J IIII 2j ,r h I 11/ A' i 1 R R// 12 9 � � � d � � � � � IIII �� - : d 6 X X15+ Na , b�rw B+oD �O REMOVAL NOTES `+ 4111 E j� I I A f ` z � REMOVE 6 AC PAVEAIEAF DRIV �B nU g I B ��_ 6 , - ��r i R w ❑u"'�cv r rf ' - 'IIYIJ - / ENO REMOVE ACC B - - - I-I� SAWCUT III 9+I2.B4, 24 IS R II REMOVE AC CURB zvI 111 ^ I f ' - / / Z 50— REMOVE CONCRETE CURB & GUTIER Y - ) REMOVE CONCRETE CURB B I ✓? 212 - C - x REMOVE CONCRETE SIDEIVALK OR SIM IVAY +++0000.... /✓✓✓✓//// I �., s _ y� Vic- n ] , V s e i- 1_^-� 1--4. �-i. �8 REMOVE CIWNIINK FENCE "' Q REMOVE CONCRETE STRUCTURE OR FOUNDATION / BEGIN REMOVE C NCS &G g VAA _ W y REMOTE ON SOUASS FROM THENER OR AND CORRAL PROPERTIES _ - _ LOCATED ON THE SOUMWEST CORNER OF 8TH AND NAVEN. 52+6Z54, 47' Lr 4 --- --- - _94i065"'116, u i I (� • C+ END AC URB __EN�REAJOVE CONC C&C Ix�.: 5 02 ' - _- - -3J+46 B2 _ '_LT- _ _ ___ -. - —. �6 z) _ O � NOTES: C BEGIN REMOVES -`-� - - I _ O / I, __ _ __. END REMO - f.:. . �- 1 �� ?4 46 LT SW I 6 / Imo._ —_=- W I All DIMENSIONS SHOWN IN II UNLESS OTHERWISE NOTED I BEGIN REMOVE LONG C&C END REMO GONG C&G / W C) T4 0°J0.2Y W EN0 REMO SV j tl j BEGIN (REMOVE 6W BEGIN REMO C CURB N 02810 IY w O LLI 2. SEE ELECTRICAL PIANS FOR SIGNAL AND STREET LIGHTING REMOVALS. VW Q J SEE IANDSWING PLANS FOR TREE REMOVALS. p 1—'(/ V X 0000 1 .. I x - LfM IV6F e/YElMB QpWA(. � j-i"` \/"� C/J 4. SEE URUIY PI.W£fOR UNITY REMOVALS. ~ v UFtlr pQ BY15 INQ f6/p^ - 52167.59 42' R , r SJ+02(LII .(J 466J LT \ V3. ENO REMOVE CONO C&G j t t' I BEGIN REMOVE CONC CI 5J+4181 46.66' RE 1 LI_ I IAVEN AVENUE - - 5 LWS•FOq RAILROAD REMOVALS. END-REMOVE-SIV S I BEGIN REAIOVEiW END REMOVE CONC LkC \ - - -- ' —---- -- - ---- - 'd ENO.REMOVE 07 C 2 "•��_� - a riI 1 /\)" DESCRIPTION OF REVISION DATE 4' `0x—inti/ I \� �xL / _ \ \ * o. 6a2aoN m cxr _ JU1 f 7. 3 -0 y FePawm: R�Iy r-f \� / V/ n _ ( � 1 °D' _ C J - "'A'aFcnulo"`9 CITY OF RANCHO CUCAMONGA `>r �� SRR ♦, /r--R - R�4 - 11 50' 1 I R R REMOVAL PUN - IP < k J HAVEN AVENUE NN `C \ FROM 49«00 TO 57.00 /� GRAPHIC SCALE HAV£N AVENUE(NAD sEPARAMON • �� % / / ° —� I i,^.',f 11 IIS .• / - - �V A APPROVED BY: A DATE: g-14-p6 CITY ENGINEER RCE: 421EE . IIx FFer) oesle Im IF.0 vvvavep av -',! f. x Bu xoc 111 4E. AHSON AI "V.Y i •OM'pN Np 6 •} 3030 EISi Flfl5! SIxEET. RE W Ra,^ne� BAANSpN ' (nij mss- ees xros 10 ac 144 K:\Aced\Sheet-Files\r-18.dwg Jul 10, 2008 - 3:25pm - cxsczm PfjI/.f./,LG xgEO — oaAwl:� xo. awnurs 11.,E 7-F/-D8 Fl� x110 R•18 IF 2220 BENCHMARK 10 ROUND HEAD BOLT IN CONC CURB STAMPED "SBCO BM 011040 AT NORMFAST CORNER OF ARROW ROUTE AND EMVEN AVENUE• i ET FAST OF BEGINNING OF CURB RETURN. BY NUMBER - 10030 ELEVATION - 1160.201 If LXU I� vu / I y j� I - a y x I ` x \ %/ ry X �O_ I x" a REMOVAL NOTES v xP REMOVE IF a0 Pa6EMENr x.. r _ "L o— snwcur 1 \ I , �- X� S REMOVE All CURB — NAP — IJ RfMOVE CONCRETE CURB & CURIE? I \, J P I 11 `" ^^1� © REMOVE CONCRETE CURB u �] — REMOVE CONCRETE SIDE115l OR ORNflVAY _ x y//'� 8� REMOVE CMMUDK FENCE l / _ ! J I_ m 1 ' li o c' i x V V r� Rfh _-_ �,, ,....,. � G 5]+95, 162' LT 58+56. 182' LTC -182'-LT- III T' -6I+J6; 162 Li! ' 1 54WGUf ti _ S41VCU� TCL Z SAWIN �� SAnUF _ _ ILE _ _ IF J� 52+95. 162' Li I_ - ) l ?X�--' � 60 NOTES51WCUT _ t+ J� - 1 ALL DIMENSIONS SHOW IN FEET UNLESS OMERIYISE NOTED. Xu9" 7+42 � .,.N 2. SEE ELECTRICAL PIANS FOR SIGNAL AND STREET IIGHONG REMOVALS.rr) \ — LIxe � J. SEE LWOSCAPINC PIANS FOR TREE REMOVALS5]+60. 162' LT l 9+00 6 +00 / fit+00 - !. 1 J \ � iCE a\ \\ v.m \ - MIFX Pit l l �\ - - 4. SEE UTI(TIY PLWS FOR UTILITY REAIOYALS. x:m- I jl %. X +a �� +r� �"_ w•�� x � , I p1 -gyp �\F}' Gy II - _ .cam• ISI. \ �- (� �' _ __ r �tL� o - _.___ _ _J , /% I\ \\ �Z'�`z _ XF, � J / 62+2000 ;44 LT _ 6J+79'60 44 Li/ X� 65+9J 66 B LT 66+9500;6• Li _ ^ ice_._ / — f — r`- S4WCUT 1' - . 3 - -,. END,541YCUT:�_ _ 'O / -- 7 SAIVCUF 6 .� END SAWGUT .. \6242000t III Ar l� l ( /Y �_ \... CM \_ 6 L+00 . SAWCUi 6.'6 0 j 6J+26 JT. O RT' n / . 3 v xT END REMOVE— r. �� L II 6 -- X - - J T BEGIN REANVLOOf�C4 Odl�tB _� +OJ 66 2=RR — -/� 60NC GURB IF I �. _ sz+zD.oa, z Lr _ / l BEGIN SAwauI Bawcur I \ 61+1]06 1 Li 63+00 - +26 J1, a RE +_ — — f--- 6 - 00 - �-- - 6 JJII Il U1 ' ! t t� W0 — \ _� ��\_. t 11;-- - 5gy/CUT - ENO REMOVALS \ BEGIN REA�OVf L NC L�� A�II \' r'` ' _� __ ( 66+950 �x W _ HAVEN AIiENU� A — �ec�1N Rio i n �cueB \ \J w _ �VWC r \ \ �— —� II I \ 1 END REMOVE CO C CURB Or c2+20.00 \'c,, q .•- 1 •. — R . AC 45:76' RF -� - / � � L 6J+24.96.14907 Rr - R/w� --��---��_. '1• END-RfelDv�,LEDxo-ekc — ��— _ 3",AC ISRNE rr _ R/W PCC x . ENO-R,EM�O�V65WLM v - f X-u _ _ C m �� + �I I Y I0+61.B4.x"54:'�3'"Li - 1 ICF8EG S4, 4. x� \ Q BEGI REMOVE OONC C&G mx u % II_ ` 'BEGI� RVIOVE SW x - = _ R �I - �O , - .I �,� -� xm x x m 1 :; I x'� I 0 xL xun I1+]0.00 3250 IF lry ] N � � 1� - 6FE991 I \ i END SAKUTREl \ ( _ l u x`.+ - 1 END REIfOVE�E CURB '^ r' >:? x ` Ne 66]30 mi 40 40 _ m u 9} iOm xu X EOFCA\6� x � ' xr l ` ) X a �-EE x <_ f ° 4730 x� \\ j / DESCRIPTION OF REVISION GATE 773DX` \ � '� .\•�� CITY OF RANCHO CUCAMONGA ul x IF <1?=1 Ru4ouu PLAN v � r _ -` = w X HAVEN AVENUE I _ xU y I III i j : m Xe xa 1 Xc X FROM 57+00 TO 67+00 - Xti \ I III z - - ` -ti r __ __�_�r _ ! IlfjF' EuvoanvwvETxno rrnwnon i �J+'� I,X APPROVED BY: DATE: L-�-O F 11 S / _ _ Cltt ENGINEER r. RCE. 42K6 No i GR4PHICIISCALE Xv / ., l ,\ it l I- III <' ;—.ti.; Y. 2 �.�-P .I `X -�^J' ., \_ .. . ' C cmcx. vxw.ww 4!'^.. r+ vEwuuumED mn . i. MIN ]O20 E Sr. SOTO ACO (IN FEET) IUZA pl (SMTA . /{�E�7�0/5 - uN� 21 OF 144 '1 Ill- da CXELREO RCE HOS913o OM'M:IO no. K: \Aced\Sheet—Files\r-19.dwg Jul 35. 2008 — 9:1]am - SWNBS MIT r2Se 8. l No R'�9 227-0 - e BENCHMARK: gyI) i'-ROUND HEAD BOLT IN LONG CURB STAMPED -SBCO: By 42+00.00 UNE A 01104' AT NORTHEAST CORNER OF ARROW ROUTE AND MWM I MANHOLE — - AVENUE, 1 Fr F/Si OF BEGINNING OF CURB RETURN. BM NUMBER - IOOJO - i — — ELEVATION - 1150.201 ¢ E WST SURFACE OVER E PIPE _ h u � P — —lB9 1090 1090 = b —1090 IXIST SURFACE / N OVER E PIPE s 1085 0 1085 1085 1085 . Opti Po P _ \p W - _ - e 0° _ ,d o p o ti ----11980— pp' W 108 08 108 w HYDRAULIC GRADE LINE ' C' I m ' n o (n - - EXIST NYORAUMC CRAOE IJNE L 1075 ^ J 1075 1075 — 1075 T � 1 /I ' 1 107 y s, 70 1070 L� 1070 WaSI niSOSO SO -nCN YW�wmo LINEAon=69970 CES, V=7.24 FPS Ox=69.70 CF$ V=7.24 FPS On=69.Z0 CES, V=7.24 FPS - On=591.2 CFSLINE 5D•1 Ifi9.95 !F OF 4YRCP394.50 (F OF 4Y RCP J8J.IJ LF OF 42' RCP n LFS- 5=00032°°0-0 5=0.0032000-° � S=OOOJ 2000-D VST96 FPS � FPSHORIZ SCALE 1'=40' 'p WATIYAIER PCM JOINTS WATER TIGHT JGINTS IXISi 9G RCP oe RCPVERT SCALE.' 1'=4' S=O.00B (1250-0) 1250-0) 36+00 37+00 38+00 39.00 40+00 41+00 41+00 43+00 (41+00) (42+00) STORM DRAIN CONSTRUCTION NOTES NOTES - CV,w.J�lY� 1l� - 5 FURNISH AND INSTALL 4Y RCP 201 W ! 1 l �S� 1. LOCATIONS OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE ill 5 MANHOLE NO 2 G)Y SID 9719 APPROXIMATE AND SHALL BE VERIFlE BY THE CONTRACTOR PRIOR TO CON57RUCR09 MANHOLE NO 4 CITY SID 321 . 1 '( ) _ MANHOLE SHAFT SAFETY LEDGE APIVA STD 330 2 SEE URLRY PLANS SHEETS U-1 TO U-4 FOR DISPOSITION OF �- 1 "�' EXISTING UTILTDES. �y SUPPORT FOR CONDUITS ACROSS TRENCHES CITY SID JJ9 LJ 3. FOR IXFACILITY REFER STORM DRAIN FACILREFER T° CRY OF RANCHO R/W _ I� I� , R/W 'T h CUCAMONGA OBAIYING NO 1049, ASSESSMENT DISTRICT 82-I, \.- �_ �. _ A Y ,r LL APPROVED MARCH Iz 1982. W - 4 FOR PIPE CONNECTIONS AT CATCH BASINS JUNCTION SMUMITES - I 7 ANO TBANSRION STRUCTURES, RCP SHALL BE BEVELED. peps E�L ',C I IC ----- �Y ISI •y/J, J� J z 5. SEE STORM OWJN PROFlLES FOR THE LIMITS OF WAIERRCM .. �AYEN AVENI/L . _ V ` • JOINTS / - - N OJ02J W _- _ -- — - _ N AVE m �� yF sewn N SB. IF SHORING IN JACKING MEI ARE TO BE USED TO INSTAL. ..-- 1 -- - — --- UNDERMEAIWDPIPfONE CONTRACTOR, SHALL 1- ssa' awmx Na Pu 5197 . STORY DPNN LINE A f HAWN ATE PREPARE AND VOSUBMIT FORUREWE AND C RCU NTI P OORATHE EASTPROPOSED 0�-- -�4P�0 ® - 41+00 - - --42F00 -- - - 43 O DAYS PRIOR TO CONSTRUCTION PLANS AND CALCULATIONS A�i BE , REGI TERED"IINSCALFORNL4 CML ENGINEER OR STRUCNPAL ENGINEER -- 7 0 6 ~ — '-�8+00 -- 9+00 ---- --- 40}00'r ' —41+00 ---- - - - 42+00- - -73 CONTRACTOR 1NE CT F PIPELINE IS AEEOUAIE Pop CHID H-20 pI�IN� IF -- JT6:94-BC--1 +1276 EC B Y NSA ,\ - - - - - - — O* SHHN R CTOR PLANS T USE RS ANY EQUIPMENT UI P E0 MM OVER E PIPELINE INE (' �—M1 ,✓�.'�Y '1- - _ _' -- M RENEIY AND IVRITIEN APPROVAL AT LEAST ]O DAYS PRIDR TO I!5 USE. DESCRIPTION OF REVISION DATE H� LS CITY CITY OF RANCHO CUCAMONGA o +o I) oW �� \ / t �4JFITFG t1<dP,l CURVE DATA I c g PLAN AND ROWLE OcuRA R T �I 'y: L f �t e W Z HAVEN AVENUE STORM I 45.0° 44'5815' IB6J 97832 i =4 \ f' "' " 5l! ! ^ L . DRAIN TROs STA 36+21 TO �7 � �rw`vS 6 �� L fi GRAPHIC SCALE _ STA HAV(A VENUE 43+0CPARAVON 0 20 SO ISO ISO nn 'e W 'W CI DATE ! J 1 1 : CttR ENGIOVEDNE RCE 421L66 $ ¢ <S L � � I 'JI \ % fnrEET) omcx FHmMmm esco w9� S EASEMENT AIN A^. )-'. I 'i ' - lmm. 4ai nvnnsaN � LCIA +i o S�/ ll L I� "� 14�., A'DIY.--;-r- ,I ' .�. �) ti >. swwsoN 22 eT 744 0M 2020 HS! HI MIM, sME 4aa s e & uu, a a1Tes D14)��}}}---6§9��6 TTiil1 wmxm 0.CE HOT7� OMMIIG N0. K: \Accd\Sheet-Files\d-l.dwg Jul 10, 2008 - 10:39om - slwms mm nI p¢ NO �•� 2220 46+50.00IpNE A - ,vf02.95 — BENCHMARK.- _ { MANHOL i RIM EXIST SURFACE ww I• ROUND HEAD BOLT IN CONC CURB SWIPED •SBCO BUEXIST SURFACE OYER (PIPE - PROP SURFACE OVER{ PIPE OVER ( PIPE z ¢ i p OI IDA• AT FT FAST O CORNER OF OF CU ROUTE AND HAVEN 00 AVENUE I FT FAST OF BEGINNING OF CURB RETURN. IST SURFACE UBY NUMBER - 10030 ISi w . . J ¢i ElE1'ATION - 1160.101 _ 1102.711 _ E i h6� ti PROP SURFACE PROP SURRA g SS�9 QQI g �0 OVER. ( 'PIPE ep>• ' RELOCATED $E1VER SEE HAVEN JIVE SEIVER PLAN - ,q FCO DRAWING No. 006-SI-J VV Oe 095— 0sz.62E 's W 1095-110 W TOP OF PIPE C'2$ Z v `50 II j1 W 1090 2q v vWi 1090 1095 :' \ PRP SUR CE GBO"AE LINE 1105 W ~ \� II IIz 1y - W o n E' o•� eo s•.�•� OYER ( PIE n EXIST SURFACE W c II II - Z- ^q „� sr1," •yam 1102.26 EZ �S Z C II II 0h� J *g e P P CBg C_ � O II II No Z wwa / o - 085 W + _I_II__.__ - -_ _ _-__ _ _ ti 1085-1090 00- W co ImBsSE IW II II {n 'q, BONOIE IVRH WD's 12'6• ADVO it li Q Q SUPERVISION , HYDRAULIC GRADE ONE 4--J 1080I ih1080 1085 95 PROTECT IN PLACE ,fISONG 110° nao a m m CONCRETE CRADLE _n (FJ - RUBBER CASKET 24' MINI Is JOINTS 075— - - --- $ - - —1075--1080— I I - 1070 0771ry ha NIY 1070 1075 I 85 a e LINEA o m e wo v w'n Ox=6340 CTS On=6.3108.00 IFO CBS .00 FPSOx=69.20 CF; V=724 _ Os=63.40 CFS, V=6.59 fP5 Os=63.40 CFS, =6.59 FPS V=6.59 APS �0 0 383.U IF OF 4Y R P 4215 IF OF 42• RCP 19715 LF OF 4Y RCP 394.50 LF OF 42• BOB OF 24' RCP - - HORIZ 5(ALE I•=40' - E=0.003 1000-D 5=0.060 2000-D S=0.004 1000-D S=0.004 1000-0 5=0.015 2000-D I071, 9 a LINE C-1 VERs SCN.S I•=4' WA W R TINT' INR {YAIER IkfH�l01NiS WATER ITCH( JOINTS ENO PIPE 43+00 414+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 8+00 LINE C 9+00 1+00 2+00 STORM DRAIN CONSTRUCTION NOTES 1. LOCATIONS OF URM FACILDIES SHOWN ON THESE PIANS ARE APPRONIAMTE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR o-- FURNISH AND INSTALL 41' RCP (2000-D) CITY SRI 120 & J41 _ FURNISH AND INSTALL 24• BOB2000-0 CITY SID 120 & 341 1 S TO CONSIRUCRON ®— ( J 12+00 / j I d I - ® CURB OPEWNG' WCH TURF O I CRY STD 300 \ 13+00 14+00 15+0 \ 16+00 L.� 2 SEE UTIIEFI' PLANS (SHEETS U-I TO U-4) FOR DISPOSITION OF 1 OEPOi DRM J �\ ~ EXISTING UIILRIES JUNCBON STRUCTURE NO I C)TY SID 330 , A MANHOLE NO 2 CITY SN 319 DEPOT DRIVE 1 ( J t ` J. FOR IXI511NG STORY GRAIN FACILITY REFER TO CITY OF RANCHO AMHOLE SH SAFETY LEDGE APIVA SN 3JG-I NE-C=t v-a_ t_ I _ - -� AP�WO MARCH Y,N19BE49, ASSESSMENT DISTRICT 82-I, © JUNCTION STRUCTURE NO 2 CITY BID 331 �� 1 ��) 5 N 0°19'45• E - —� CONC SUPPORT WALL MWD SN C-9547 T d J h 1+ D I b-0463 63 21' Ri \ORNF B A I Aj` 4. FOR PIPE CONNECTIONS AT CATCH BASINS JUNCRON 6 CONC COLLAR CRY SID 329 'JO' 13Z '12' ' ORNf B 1 M1 I I I I 4 PVC SC� AFP CURB 1W Sp �OPIINUL STRUCTURES, AND TIWJSITION STRUCTURES, ACP SWll1 BE BEVELED. ( Ro CB ®C L ' v "' /'k I W�CV245 / �1 50t� - ' �) % +jOB �(' MM TGG( I- JO NIS STRUM DRAIN PROFILES FOR INE UMRS OF WATERBGHT F sia U IV T. Y�4 _ - i-� _ 4 :PJC SCH 80�T?A i CURB - , STA. 50+18 W —� - - - 6. IF SHORING OR JACKING METHODS ARE TO BE USED TD INSTALL W STORM DRAIN ONE A UNDER NE MWD PIPELINE.. CONTIiACTOR SHALL PRETARE- �/ / - 1 ��` .v Z PROPOSED SUBMIT PLANS D METHOD TO MY& FORBMW�AND"IVINTUR?TUAPPROVAL AT J _ – _ — - / J co MUST BE 57AMPEOIANDTSICONSTRUCTION.CL ENGINPLANS EER OR CUTADONS _ - FiA".GEN AVI_NUE - Mw sG / - < _� Z Q STRUCTURAL ENGINEER REGISTERED IN GUFORNA •o .L J� / ( \ i J \ 7 THE MIVD PIPELINE IS USE FOR AA O H-20 LOADING. IF r -- - - -- - - J / / / / l CONTRACTOR PLANS i0 USE ANY ET RJAWNI OVER THE PIPELINE W - / - ^� W IVHICH WILL IMPOSE LOADS GRFAIER IRON PASHTO H-TD, 00 j ) - o l _ W CONTRACTOR SHALL D WITT SPECIFICATIONS OF SUCH EQUIPMENT TO Y - A Y ' ✓ P K E � MIVD FOR REVIEW AND WRIREN APPROVAL AT lFAS'T 30 PAYS PRIOR 6 f � W O} 00 'x 44+00 ��- 5+ 0—�- - f 4 0 - -- 47300- \N0'3013. 1 --48+00 L S \ 49+00 - 50+\00 81 O _ _ 5 \ — N� _ \ .__- [ONEA ^� 6 ��, _ \ __ .— —_ _ ,� +. W Co OPN Z50FSS�0 OVER RCOPAOCTEDN \ a '� NATIVE MATERIAL AND DAMPROOF PER SPEC 314 DESCRIPTION OF REVISION GATE rrvice m: - i�iL,. \ ` CC% C NNnwlml3d.Su - CITY Orr RANCHO CUCAtb10,NqA D � [ �� ; CX 51 J\ , � PlANANDPROFILEr \ FROMASTA 4300E7O�TTADRAIN � HA 51+00 VENAVENUEGR h i . 6 - lrA�\�� -v, �' Y V - CITYR ENGINEER OVED BY: A RCE: 4VI & l 6� ) II Tj �� ^ l �( I ocncx pu ms,mm V. a Rma uw - JI- stu"v� I IIS :_ 4�S MWD EASEMENT .j _ /' �� . / Yl. . L`�r - GRAPHIC SCALE "„• y Nm � um Nwwx p14) Fwsl RR4 svnE 400f sx23 OF 144 gnA)ySQN SAMA ML\ G92705)OS ..�� (IN FEET) CHECKM �`4vY°u A: RCL NO54Jvd _ K: \Accd\Sheat–F1JOs\d-2.dwg m iles\d-2.dwg Jul 25, 2008 - 9: 20Nm Ia= AR SWAEE/5 pI,IE 7-LS-0H sa NO �w ' �'Z 2220 , _ _ ___.._. ._ �_ .. _ _ m� __. _ _. BENCHMARK. -1-1144J. 6, L1NE E .11 17J4 i ' SURFACE 1" ROUND HEAD BOLT IN CONC CURB STAMPED ",SBCO BM OVE � MANS OLEYRIA11 Q � PROP 1 PIPE PROP SURFACE ° Q 01104 AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN OVE2 PIPE AVENUE, 1 FT,EAST OF BEGINNING OF CURB RETURN. BM NUMBER - 10030 z c ELEVATION - 1160.201 1115 1115 1 90 0 1090 J w ° 1 95 o �Zk1j Q� EXIST SURFACE OVER i PIPE HYDRAULIC GRADE LINE HYDRAULIC GRADELINE PRO SURFACE PROP SURFACE OVER� PIPE ° Z. � OVEI? E PIPE RET WALL B �Q G Q , w w 1 ® � _ . _, __ _.__ _ .1090--- - __ _ _. . .... ____..mm._ ..__ _.___ � __n .._ ._____..._____. . _._1090 w r� . QQ --j ata ` JI �Q� HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE wm Lt '85 �a �a . w cz z 32.80 LF z n. 108510851105 co ,,,� Q5o-8.6 CFS o E F m �'- m �, LINE DRAIN o o V=2.74 FPS I •`��. _ I ._.�Q ,a V=o.70 FPS S=O.oQ6 m . w o� Gj Q5o-2.2 CFS ;� 2 `�? 72.94 LF `L \� 73.06 LF w OF 24 RCP OF 24 RCP -� S=0.010, 5=0.024 2000-D w 5 RET WALL D 2000-D �' N w zp k WATER TIGHT JOINTS WATER TIGHT JOINTS .1 cz-a a00 108C Uj_ w a Q5o=5.4 CFLINE A-3 S N a 73.04 LF ap t w PROP SURFACE OVER f PIPE OF 24" RCP z 1 l S-0.017 2000-D i a w o`n'o WATER TIGHT JOINTS moo I p c� �, w oo w PROP SURFACE �e' •moo PROP SURFACE 1075 a a �t_� OVER f PIPE PROP SURFACE OVER PIPE 1075 10 950 0 � � .� � °'�. :. � � OVER �PIPE i 1090 �� w o� -' "' I► ` ' " w ' HYDRAULIC GRADE LI E = o a Q5o 63.40 CFS, V=6.59 FPS I �, � HYDRAULIC GRADE LIN_ ___ 394.50 LF OF 42" RCP 'ou HYDRAULIC GRADE LI E S=0.004 2000-D WATER TIGHT JOINTS 7- 0--- 085- ---------- G' 1085 LIC GRADELINE o o o!J, J [L � -'LINE A © ate-, � � Q5o=Z 4 CFS i N L 32.80 LF ¢� o 1080 ,,,, o rn 1080V=2.35 FPS z �; ca cQ LINE DRAIN 10801080 a ta,,, � U N � � Qp � � r7 , t,�,a a LINE EQ5o=2.0 CFS °- , w 18.88 LF o 0 0 S=0.006 w q �- �? Q5o=34.81 CF5 Q5o=34.81 CFS V=0.64 FPS � ni OF 24 RCP ca m ,�� V=11.08 FPS V=11,08 FPS 19.28 LF m � S=0.036 Q5o=3.0 CF5 2000-D -� V=0.95 FPS ___,. _.__._ � z � 90.78 LF 55.23 LF OF 24" RCP 19.30 LF HORIZmmMSCALE.• 1"=40' +m Q OF 24" RCP OF 24" RCP 5=0.036 2000-D WATER,T1GHT JOINT LINE B-1 „ o S=0.050 - �'S=0.200 = 2000-D"" 1/ATER ` OF 24 RCP LINE B-3 VERT SCALE.- 1"=4'__.�. _ _ 2000 D S 0.200 TIGHT JOINTS _ 5- - __._._...._ .._ _ 0.058 ° . 2000 D WATER TIGHT JOINTS 51#00 52+00 +00 54+00 10+0 11+00 { STORM DRAIN CONSTRUCTION NOTES 1 00 l ' R/ __-_.--/ `5, 6 5 �W �.,� ! f 5 _._ �R f f� R ((Cf U w NOTES: 5 FURNISH AND INSTALL 42 RCP 2000-D CITY STD 120 & 341 „ 1. LOCATIONS OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND �.�1- FURNISH AND INSTALL 24 RCP (2000-D) CITY STD 120 & 341 w ; �� .t.l r SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION 5 CURB OPENING CATCH BASIN WITH GRATING(5) CITY STD 302 GRATED LINE DRAIN CALTRANS STD PLN D98C { * 2. SEE UTILITY PLANS (SHEETS U-1 TO U-4) FOR DISPOSITION OF EXISTING UTILITIES. 5 MANHOLE NO 2 CITY STD 319 J « w` J r N N 1"q+ V q w III d �� z II J. FOR EXISTING STORM DRAIN FACILITY REFER TO CITY OF RANCHO CUCAMONGA 6 MANHOLE SHAFT SAFETY LEDGE APWA STD 330-1 ___ �I a ^�� N. � �Q� � � � 'cam N .�, � I �� N v � � M; cj 05 II DRAWING NO 1049, ASSESSMENT DISTRICT 82-1, APPROVED MARCH 12, 1982. � "-�- I � f � � � rt- <t-�4!� ,� , 6 JUNCTION STRUCTURE NO 2 CITY STD 331 co., w I/ CS 4. FOR PIPE CONNECTIONS AT CATCH BASINS, JUNCTION STRUCTURES, AND TRANSITION � �-- CONC COLLAR CITY STD 329 LO Lq STRUCTURES, RCP SHALL BE BEVELED. apt 1.O I t , U _ - > `� z "�: ' 5. WHERE THE HGL 1S ABOVE THE SOFFIT OF THE PIPE WATER TIGHT JOINTS SHALL BE 4 `w yG , ,< _ f. I i `' ` a ` " c�. w � USED FOR ALL PIPE SEGMENTS. ' 18" S DROP INLET S i _- _ G1 I ►� U LINE A WlT METAL GRATE, 6. IF SHORING OR JACKING METHODS ARE TO BE USED TO INSTALL STORM DRAIN UNDER THE MWD PIPELINE, CONTRACTOR SHALL PREPARE AND SUBMIT PLANS AND 2 D-4 e LL CALCULATIONS FOR THE PROPOSED METHOD TO MWD FOR REVIEW AND WRITTEN APPROVAL CURB D 4-r _4. AT LEAST 45 DAYS PRIOR TO CONSTRUCTION. PLANS AND CALCULATIONS MUST BE 4 STAMPED AND SIGNED BY A,CIVIL ENGINEER OR STRUCTURAL ENGINEER REGISTERED IN _ __..._ _�____.�_.__._m._ CALIFORNIA. . 0 _•c- _,__.. __. t t i �. ✓____ 1 -1- �J - _ -�., �.,�• ____ r_. 7. THE MWD PIPELINE lS ADEQUATE FOR AASHTO K--20 LOADING. IF CONTRACTOR PLANS T � 7T� ,�: m USE ANY EQUIPMENT OVER THE PIPELINE WHICH WILL IMPOSE LOADS G _ " -m---� F REATER THAN w " PVC 5CH 80 THRU_CURB-,� _.a o� .- AASHTO H-20, CONTRACTOR SHALL SUBMIT SPECIFICATIONS OF SUCH EQUIPMENT TO MWD I � J I STA: 55+09 ~ tV 5 5 a.°.._ FOR REVIEW AND WRITTEN EN APPROVAL AT LEAST 30 DAYS PRIOR TO ITS USE. ...._..... Q Q- l - �1,1 03+ m0 _ " Y 1 '' >, ~A. :._rti-a, 1' ..L`':.1.,_`.:.,.,"._,n.✓`,.-,h,.....+.,-"..%-..'...i 4 a..g ( _. .....t . '1,,,,� Iw„ __. .,.,.._. ..,. ,..._..,-.. .__ _.__.. /'.. r� r F i y p DON 5 � � 4 ,' `°` t``� f HAVEN AVE I _____. __ _._ ___ _ .._ -. 54+0 0 52+00 1 + 0 _. _ _ _ INE B-2a Ll 1 I 5 : LINE B-3 . .°.. . � LINEA NO 30 23 W o „ 1. �- a � t � o �- ,,:. . ��' -. CITY N59 31 50 ,IN1 5D E DESCRIPTION OF REVISION DATE i APPROVED: YZ - --- . 5 _ ... .. _mm _E 4,11t CITY OF RANCHO CUCAMONGA 2 k e ~4 ✓ 1 na F& uuaax. P -~ D-4c 0-t" PLAN AND PROFILE 2 r _ z _ L,., HAVEN AVENUE STORM DRAIN w, x t -- __ w W t` FROM STA 51+00 T� STA 54+00 ._ i _„ -- I Ioe I,. } �,. ._AI _ _- - - - - HAVEN-� I _.. R W_ �'` ti 4 t •__;_ ; -- _ -- AVENUE , _ Lai � f,w ��f 3'8�,,,�a� .. _ w N APS' �VEa BY: t,, N cor P (� DATE 14! I N z m I L ! z �W CITY ENGIN ° ^r J l ^�� } I 4 m . �rw .�, .(Ica . °� R RCE° �, I �-- r�CY) " d- - p° �� L p�rn ,� ,� `� , a RELOCATED 30" SEWER, �� DESIGN =PLAN PREPARED BY: Esse RECOMMENDED �i' � ,� I ; a ._ . w rt SEE DRAWING No GRAPHIC H I C SCALE - fi . 006-Sl-3 � � I I ,. ( � l N 11 d" � a a co _p _ m°F-' 00 M3 0 'z i Z RSL MON I m o a Iw I J� (q� qj m a a ty n " No.54730 a,w ifs w R I f •. V 4V 8� t. ! T '^^* SR , co <t N _; 'd-( Ca �y a DRAWN ,� �.12/31/09 S ET 40 20 160 II II_.____ .... j m } C o Q) ' •-. 2020 EAST FIRST STREET, SUITE 400 sr crvi� - II I) I Il it �� N SANTA ANA, CA 92705 9�OF CAVE r � 714 3 6886 24 / 6 , e• 6 r 6 ( 5 5 CHECKED N RCE N DRAWING INFEET) G NO - _ ___ i = i C 1 inch= 4(�'t. K:\Acad\Sheet-Files\d-3.dwg Jul 10, 2008 -- 10: 5;1 am �� DATE ,�� FILE No D-3 _ r E , I A o 4 g I p 66 C t N 20+15.45 20+15. 4 j 6 t. 72 10+36.60 BRIDGE' 10+67.17 72 JOIN BRIDE © '��:3" PLASTIC k 3" PLA .7IC I_PIPE` PMDGE ��' CURB LINE `� � .__� � 6" STEEL PIPE....- _..._ F ,�' 1100.90 !INV � 1100:9 INV� 6" STEEL PIPE I T p pAINUU r � rc1100.90 INV. e' 1 1100.90 /NV. ` w. � S/ /� DRNST V T/ N TG -27 , b 6 _ _... FURNISH AND INSTALL 12" 'PVC SCHEDULE 80 APWA _ _..tom-,... ,».....,,,....,..„.» g 10+64.00 -` 6 FURNISH AND INSTALL S' PVC, SCHEDULE 80 APWA 69 10+32.00 i N .-_. �._.__W_ _._..__. _� FURNISH- AND INSTALL 6 PVC, SCHEDULE 80 APWA ' - N90000'0 W N90006- 12"x6"QO!W ----- f, 6 REDUCER APWA LINE C 1 � �__.__._.__._.. 12"x45° BEND APWA _ .._ 20+1 1.23 !71 71 21+1 .11 - . 10+55.21 I 7 3"x45° BEND APWA 6 73 7 6" COUPLING APWA 2\ 1095.98 /NV. „ 83°� , 10+24.43''LINE F-1 E F-2 LIN G-2 t 7 12 x3 WYE APWA 00W=20+00:00 LINE F-2Y7071 _ 10+82.73, 22' RT, DRIVE B .. j 6� 200� .. w LOCATION TIE BEGIN F r 3, PIPE I NOTES. - 1096.J6 _._ 1096.36 / V. � -- :..,,_►.,tAlr- APPROXIMATE AND N89°57'02 W t_ N89°57'02 W ' SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION r/10_O _. 1089.8:.42 1088.72 INV. ... E k t r -INV TANGENT AT INLET POINT _ -LINEF �1 ___10+00.00 66 N44 57 02 W777N PI1jL ` � ' 545°02'58"W � ' 1086 00 INV x i f. 8"W LINE C S00°02'5 10+oo.0C _ BEGIN._ PIE ...M,...._, __... ._ .. __ " l{ , . 9 t 1085.00`'IrVV....,. _ _.. _ �_ �_ ! I P 1086.60 INV. f � CBA-3 1 E CBF I LINE A-1 I dd I � i E w LINE A-3 -.. . a NO SCALE HAVEN A VENT IE , a LINE B 1 /t,'NI - ® LINE B-3 CB 1 ° 10+00.00 66 10+0 00 ! I ! 10+2$:6Q CB B-3PIPE IN EGIN 66 n7Oinpp 108---6.00 I lNV .. € V. Oa 7: 0 � w IFF' i 4 . , t yE t � ` r S44 57 02 E Q k V I ! Y � 6 E r _ N45002'58"Et._ U I 10+06.84 70 _mm.. i ..�. ,.....,... ___.,.1.CJ'tTTIJ:tJV 70 __..r_..........__ ,..fINV. 1090.81 LINE H-1, r .. i r LINE J=1 �.., goy a i�v� � 0 2 +00.00 Em PIPE _. _ _.__. BEGIN PIPE - 10+55.48 10+23.42 1096.35 /N . , 73 "' 73 1 97.24 /NV. 1. .g 1 D96:8f INV. 69 10+30.00 a LINE H-2 LIVE `J-2 � ,� 10+61,, o &U'00'00" E E 20+11.1 T 100.J13 , 71 71 20;+1 21 t � r 68 I 68 � a : E o , » s90 Oo a E Sg0 0 0o E E s 1'0+64.45 7 10+30.41 f END',PIPEJOIN 72 I E , JOIN""BRIDGE t 67-STEEL PIPE 6" STEEL PIPE `. .90 INV. �___�. _...rv_�._____..___..�.� _.._.___ �� 1 X100 F 1100.90 INV. I t �0+12.25 20+12.2 1 1 I i JOIN BRIDGE 6 END PIP ` x i f " PLASTIC PIPE ' 3" PLAS lC PIPE f !100.9& /Nt. 1100.90 NV. , t , ✓ O CITY " DESCRIPTION OF REVISION DATE t r rd .- .. _ _ CITY OF RANCHOCUCAMONGA _Ttffff . va i Em oil LAYOUT DRAINA(" DETAILS , HAVEN AVENUE GRADE EPA ILS AV, , , T/P!q Lr-)hECK Lr"J`,,./-,/N`A(`j1ff:- DEIA APPROVED BY DATE: CITY ENGINEER RCE: _ZI G7 LINES F, G, ,y AND j G PH I C► SC►ALE DESIGN N PREPARED BY: Essto RErM DED „ zo o o zo 40 sa BSLAWSON T w��% 'c 1 =1 Q Na 54730 N A+ DRAWN * x.12/31/09 EEf 2020 EAST CAS 927 5EET, SUITE 400q CA E \� BSMMON SANTA ANA, 25 OF 144 (IN FEET) (714) 835-68 1 inch= 2(3t. CHECKED R.G.E. NO DRAWING NO. K: \Acad\Sheet_Files\d-4,dwg Jul 10, 2008 - 1 O: 54am SmDATE � FILE Na BENCHMARK: I' ROUND HEAD BOLT IN CONC CURB STAMPEO 'SBCO BM 01104' AT NORTHEAST CORNER OF ARROW ROUTE AND IAVEN AVENUE, I FT EAST OF BEGINNING OF CURB RETURN. BM NUMBER - IOOJO ELEVATION - 1160.201 If lA . �! - II/ ^'r: �_ ./ Y J - y / / ih �t� OL �` V � T ) � � ' I• J \ lll "t'�I { t � css 100 ID14JI Y ' �V ESI VA 6 _ 1 ,Yi of V� . -� :."ti . - . 4 HGdsl � .L �J K o is ) \/.. \ Y'�" 1� � `r 1 IA}, \ I j�yY 2-4' DUCTS TELEPHONE lei du ' P .�Y f l .RIW� 1 i T SEIYER� REMOVE EXIST IS' SWER T rl 1_ \ CABLE caBLEcaeLE CABLE caB1c CABLE G G G . W C EXIST MFF C HAVEN AVENUE _ Bi " 5 5 MH-S CW/D = j AIN-S, CAVO 51 s - 33+00 1 34 00 35 00 0 411 - 39+00„ 40+00 � LLJ O � — i0' w 1O"w ' tow to"r "w to"w tD"w W 10 'w d. W T c T �r �z G T T—G �c T i v G -i T- . T cJT - _ -_ � o9ch— � - -- �= '`- — s ClAVO �1Y SLWER 0 IO' A R 1 SDE S/ 9 4 ��UCIS lE PHON� \(' 1 r 17 SE1fER - 1 I 10' WA /I 1 G451i 15 SDE 6 4' OUCIB TELEPHONE I 97RCP :I '• 1 1 :r.._ 2-4- DUCTS TELEPHONE r x Xs � Jwi ' �. -:� � m ` NOTES: I. LOCATION OF URLRY FACGWES SHOWN ON THESE PVNS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. LEGEND: OLE CDNSTRUCRDN NOTES NOTE Z THIS PIAN IS ACCURATE FOR UTILITIES ONLY. 0 MANHOLE Oj FIBER CONDUIT PER CITY STANDARD 135. REFER TO HAVEN AVENUE JO_ TRUNK SEVER PWA, J. SEE SHEETS 0-1 TO 0-4 FOR STORM OWN IALPROVEAIENS. ® METER DRAWING No. 006-SI-J FOR LAYOUT ANO MM'HOL£ ADIUSTAIERS. ® VALVE GLWBBR FRdAHNAlI,�'^ ^.B�� REFER TO VERIZON PIAN, DRAINING No. 4. SEE SHEET U-5 FOR IEUA IMPROVEMENTSVALVE FOR LOCATION OF VERIZON EOUIPUENT. RpOEESB/pA, CITY 5. SEE SHEETS 5-201 TO 5-226 FOR STRUCTURE IMPROVEMENTS. 0 PULLBOX ,c6 , Nay; 4Y DESCRIPTION OF REVISION DATE Ip RDrtn: 6. UTILITY DWNERSHIP ON IRIS PROJECT. 0 FIRE HYDRANT O3 BRIM SUPPORT PER PLAN 0-1. 1r - -6 POLE ® EVER OPTIC LARRY VAULT PER CITY a �+ o. 6a)]om„e., CIT'Prb� RANCHO CUCAMONGA — - S - SEWER CUCAMONG4 VALLEY WATER DISTRICT, COAD - STANDARD IJJ. - z Ew.E1:7L �: - CRC CRY OF RANCHO CUCANONCA � �UYOUI' — - W - WARP CUCAMONGA VALLEY WATER DISTRICT, COAD R/W RIGHT OF WAY <�> CROSS REFERENCE SYMBOL TO UTILITY MATRIX, ,` 9�NF Ifp�`o-iiT — _ ,•,y/p _ WATER IVAIER DISTRICT, ALWD SEE SPECS: ,% HAVEN AVENUE TEE TEMPORARY CONSTRUCRON EASEMENT 21"NRli NONRECWAABLE WATER INLAND FURRE UTRLOIES AGENCY, IEUA O RS.....- IWEPPENNG TORT MME) PILL, ..: SOT. STORM DPAIN EASE].IEN( PER Wm s sJ< SLURRY, - UTILITY PLAN - G - GAS THE GAS COMPANY, SCC INSTRUMENT 82-241621 ' ELECTRICAL SOUTHERN CALIFORNIA EDISON, SCEMVEN AVENUE SEPARATION — - i - TELEPHONE VERIZON, VER - APPROVED BY: DATE: 93-14-08 CABLE - CABLE CHARTER COAIMUNICA00N CITY ENGINEER RCE: 42156 TO FIBER DOUG CITY OF RANCHO CUCAMONSA CRC DESAH EIhrEHEPAHm.av I ,a RECD AN m GRAPHIC SCALE - - . - It4.11150N.- . D m, . s 2020 EAS! nRW GRAM. SNR rr yR,I N LwrtA yau/ssuv CA��9�2� 26 DE 144 Ury . 4 CHECKED -MR% 54730 1 WL= as H.C.E. OG MmNC K: \Acatl\Bheet�iles\u-FT JOI 10, 21108 - 5:03pm SAVORS E 7-//-O$ n¢ NO U-1 22ZO BENCHMARK: ._ _ J II J �1 �I I I' ROUND HEAD HOLT IN GONG CURB STAMPED 'SBCO BM �0 AVENUE.ATI FTREAS OFCBEGINNING 0 CURB RETURN. H9 01 104m ORNER OF ARROW ROU7E O VEN �' ' k : V a � Km BM NUMBER - 1000 EILY400N - 1160.201 It RW X u Y cl 40 MI VD EASEMENT .� �RI14' �13774'9,W. SCE _ FlcscE®5 � _ rcE x - / /T C BLE _ ( �l H CK ROW PR NERC 0 . l�N kACKTLOW EY�Ef71�F,uCAVD 5 ( -_/ - , Tot I 1 � i FIRE DEPARTMENT CONN CAV_D 6 fW ___ . . - tttt R IVM,FII 6 5 �L'l I�-{�I�1I. I )' -I I'/ 2 M' WATER ., $d - - C p 0 �SJJJ 90E SCE � j ' I .Yoh�CYIY - . I - POST INDffATOR�'Ik CV-wD 5 p \ JAETERPS !<EfcTiClG/1LrSCE® , 6 M CLS 1 00 1+ 4 � F + i0P OF SLOPE 6 IV LAVO " RE-0EP 1MEW TLNN, CAYO 61 / Il NATER VAULT, MWO 5 L U u Si INdIGiOR YAL CA1D 5 1 �5 PULL BOX, SC - - 00 IS SflVER \ ' 6 1JJJ495, SCE 1 ^ A/ER V LT, / R w Z —CABLE R� fr. ~1 �CPBL� AS0 W BCEw CABLE J ��6p _ - GO FO 1 Fa _�IJ] �]E-S = - - _ v _. _ _ _ -- - - - J M DTILIIY CONSTRUCRON NOTES G — _ G T E9L FO I ESP 0 '11 E) TO LEC 11 jos TO Go Z .TAH-IV, MWo 5 IW MW J' TROdI PRO TC 2 O Y GALVANIZED SC 40 ELECIRXX O 00 _ SE "IIvvc+0051 J — �I3+00 S HAVEN VENUE cey pl�p(� O E 5 F -W, hIWD 4c4 ELB('7}e1GgLv 5Ge W O CONDUIT FROM VAULT TO CONTROLLER IWTH FFI[C1IfD M SExW, O - O COUPLINGS TO ACCOMOOAIE 24 STRING FIBER - - O — -- .. —_.__ O Z OPEC CABLE 4 42' RCP PROPOSE W00 42+00 43+00 44+!10 45+ 0 46+00 47+00 48+00 49 00 W ® URUIY SUPPORT PER PIAN O-1. CFI MN-$ CV1V0 56 r+ EPEC ChL cCE 5 5 MH-S, cr) O REMOVE INTERFERIR6 PORTION ANO FILL 10"w Lo''w 10"vl 10"w 10"W IYRH 2 BACK SLURRY. REMOVE EXIST MH --- - -- T T T T G - \ Ir,. \ y �__ v FIBER OPTIC UTILITY VAULT PER CRY STANDARD III. G G - �x CROSS REFERENCE SYMBOL TO UTILITY MATRIX, vj 6 ucRT-POEE`SC �r _ \ J IW GAY ' i 21tJ214JEI ISLE 0 S� ��., SEE SPECS. rLL % \.ver o JW CNV Y i F�N uviFD �I 6 6 WM, CW/ � E � ECIRICAL4 IY✓ YWW 601 ELELTRIG�-., ` PIPE kC ��y� XI1I I9-4' DUCTS TEEPHONEEqPPE, �C <&o,�ELVAIIsc6 cl, RAY 1 IEj IYAIER0 RAv/Y 2 4.00 054 DU75_'TELEPNOIE POLE sc 1 Iiucxra � I \/i NOTES: — — I. IOCARON OF VULTTI' FACILITES SHOWN ON THESE PIANS ARE ARROXIMAW AND SHALL BE VERIFIED BY THE COWRACTOR PRIOR i0 CONSTRUCTION. LEGEND: POLE SCHEDULE 2. ITIS PIAN IS ACCURATE FOR "LOTS ONLY. - Q MANHOLE - ID I TYPE OF UTILITIES J. SEE SHEETS 0-1 TO 0-4 FOR STORM DUN IMPROVEMENTS. ® METER 6I CABLE, ELEC1RfG1L 4. SEE SHEETS U-5 TO U-J FOR IEUA IMPROVEMENTS ® VALVE 6 CABLE, ElEC1RIGLL - . � VAULT � CABfE ELECTRICAL - 5. SEEb7SSHEETS -2001SHIP 0T iS15 6 FOR PROJECT. IMPROVEMENTS D� FURITBOX 64 CABLE, ELECTRICAL RAvrI WQWaQRpFEsafs, ' DESCRIPTION' OF REVISION GATE JPPRV p. -0' POLE - i m „rW J CITY OF RANCHO CUCAMONGA o._64T30k a — - S - SflVER CUCAMONGA VALBY IYAIFJi DISTRICT, LAVG CRC CRY OF RANCHO CUCAMONGA . '* 6p. ,/Z 3/-09 a UYOUT — - IV - NATER CUCAMONGA YPLLEY WATER DISTRICT, CAM R/W RICHT OF WAY — - MWD _ WATER METROPOLOAN NATER OISWIci, MWD TCE TEMPORARY CONSTRUCTION EASEMENT - 4'�DPCM`N`� HAVEN AVENUE 21"NFIY NONRECLIMABLE WATER- INLAND EMPIRE HOLMES AGENCY, IEW PUB PUBLIC UTILITY EASEMENT UTILITY PLAN - G - GAB THE CAS COMPANY, SCG ' E ELECTRICAL SOUTHERN CALIFORNN EDISON, SCE y MU AVENUE GRAD FPARATION — - T - TELEPHONE VERIZON. VER L CABLE- - CASIE CHARTER COMMUNICARON APPROVED BY: DATE: CITY ENGINEER RCE: 4215215-6 ro FIBER OPTIC CRY OF RANCHO CUCAMONGA, CRCGRAPHIC SCALE ocs,cn 1Ar vsEnAVEn er. s" c a6c 6n . aMAnsoN s � oluxN 2020 EAST FIRST SLUM.. SUM Moo pv�KSO,V YMA A44 CA 92705 y OF !44 (INFEET) (214) 5-6 66 K:\Acad\Sheat-FTles\u-2.dwg Jul 10, 2008 - 5:20pm lkIcI. 40. cMcxw R.eE 1m5¢llo oawmN0 -0 SWtlNIS LMm ]-I/-OH POEM UZ 2220 BENCHMARK: I' ROUND HEAD BOLT IN CONC CURB STAMPED 'SBCO BY 01104" AT NORTHEAST CORNER OF ARROW ROUTE AND NAVEN AVENUE, I FT EAST OF BEGINNING OF CURB RETURN. SM NUMBER - 10030 VE ATCH - 1160.201 If NOTES: I. LOCATION OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE ARROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR 10 CONSTRUCTION. 2. TITS PIAN IS ACCURATE FOR OLIVES ONLY. J. SEE SHEETS D -I TO 0-4 FOR STORM BRAIN IMPROVEMENTS. 4. SEE SHEETS U-5 TO U-7 FOR IEUA IMPROVEIJENIS i SEE SHEERS 5-201 TO 5-226 FOR STRUCIVRE IMPROVEMENTS 6. OUIY OWNERSHIP ON IRIS PROJECT.. — - 5 SERER CUCAMONGA VALLEY WATER DISTRICT, CAPD -. W - NATER CUCAMONGA VALLEY WATER DISTRICT, GAIN — - INVO - WATER MEIROPOLRAN NATER DISTRICT, MW 2;'NR V NONREClAIMABLE WATER INLAND EMPIRE OLIVES AGENCY, IEUA — _ G _ GAS THE CAS COMPANY, SOL; ELECTRICAL SOUTHERN CALIFORNIA EDISON, SCE E — - T - TELEPHONE VERIZON VER CABLE - CABLE CHARTER COMMUNICARON - FIBER OPOC CITY OF RANCHO CUCAMONGA, CFC Fo Jul 10, 2008 - 5:26pm POLE SCHEDULE ID RPE OF OLIVES 77 CABLE, ELECTRICAL 7 CABLE ELECTRICAL 777 ELECIRICAL CABLE ELECTRICAL 7 CABLE, ELECTRICAL 40> GBLE, ELECTRICAL CABLE ELECTRICM. CABLE, ELECTRICAL CABLE, ELECTRICAL 6 CABLE ELECTRICAL 6e CABLE, ELECTRICAL CABLE, ELECTRICAL CABI{ ELECTRICAL 99 ELECTRICAL 9 CABLE, ELECTRICAL LEGEND: Q .MANHOLE ® METER ® VALVE VAULT 0 PULLROX tf FIRE HYDRANT Q POLE CRC CITY OF RANCHO CUCAMONGA R/W RIGHT OF WAY TCE TEMPORARY CONSTRUCTION EASEMENT POE PUBLIC UTILITY EASEMENT O (1) Y GALVANIZED SC 40 ELFCIRICAL CONCUR FROM VAULT TO CONTROLLER BTTH COUPLINGS TO ACCOMODATE 24 SIRANO FIBER OPVC CABLE. mw CONSTNUCTON NOES O(Q Y CALVANIZED SC 40 ELECRUC4L CONDUIT ._ FROM VAULT TO CONTROLLER WTH COUPLINGS A, TO ACCOMODATE 24 STRAND FIBER OPOC CABLE.' ' F66S/ ® FIBER OPVC URIITY VAULT PER CITY STANDARD 13Z ti ® ENO OF RUN MANNER PER CITY STANDARD IJ6. W m,o. 6AT30n CROSS REFERENCE SYMBOL TO OLITY MATRIX,p SEE SPECS. W Og � Shf SW FORTICA AND PILL yy z GRAPHIC SCALE YIN FEET) I lrc . d0t I DESCRIPTION OF REVISION I DATE �yavwm. CITY OF RANCHO CUCAMONGA UYOUT HAVEN AVENUE ti UTILITY PLAN. - FL1VPlAVENUE ESEPARATION jti `) APPROVED BY: BATE: CITY ENGINEER RCE: 421% 0,61CN PRumm N": ,vy". RECOMMENDED SMWSON Wp• oamr zmo FAR nRsr sxEn, mnE 40o B" CBEtxmau YLtilLC.- R.c.E"IG6f7LQ DB` SWAlf13 E 7 -IT -0.' I U-4 2220 'I� -x„� 1 --' -- _.__ --- --- ------ ------ - -� -- -� ------- BENCHMARK: I EXIST GROUND I• ROUND DEAD BOLT IN CONT CURB STAMPED •SSCO BU 01104" AT NORTHEAST CORNER OF ARROW ROUTE AND MIA N x AVENUE, I FT EAST OF BEGINNING OF CURB RETURN. N--- BM NUMBER - IOOJO ELEVATION - 1160.201 ry-W ,_ III 9 O v�q` s Pei ow e x O a III REi WALLA `,%O�p Hoyf„S _.. Py 4s� '^^° LS III NOES: 1110 - - -- - -- p — — io nYP — —— - — I. MIS PIAN IS ACCURATE FOR NONRECL IMABLE IVASTE NATER LINE ONLY. f�"pP IICT may'; NRWL SMALL BE DONE IN S CONFORAWN/CE RIM ME 2. ALL WORK PERFORMED ONST FINISH GRAVE -I AIPIEVA'S PUBLLIICAWORKS CONASiR CVMIE ON OFaPANCHOP LUIFlCA�MONG4 DIMEOSMI�O SP CRIL IDUSF 210 IXS 21w EMT SHEET OF MISIGDONSROR SU AS PRUG NAIVE L 7146 1 /� REMOVE IXIST 219.05'X21 • NRVIL - NAR L 193.90 J. NO, CONSIRACTOR PERFORMING WORK ON MIS PROJECT SHALL ME LE FOR RE FACT FRORESPONSIBLEREELOC �- ^01 =OTR HISNSI FE DD OR ECSIL SEM R P NIX - - - _ -/ - - - - - - - - - - IND SHOWN ON MESE PLANE E OVER D AT 4. ALL BE REMOVED OR RELOCATED AT NS E AREA BE IMPROVED ARE TO OR - - - - - - - - - - '- ME DIRECTION OF ENGINEER UTILITIES ARE TO BE RELOCATE O BY MDR RESPECW - - - - _ CONTRACTOR D TO SECRON OF ME D SPECIFlC4TION5 FOR REFERR 5N40 Gx RET WALL C - \ PUBLIC WORKS CONSMUCDON, PUBLIC W RKS 1100 -� ryh� ♦' bl6R' apl ZL so ------v- p 4qA � `> 5. LINE OCATIONS EEIAKENEFROM RECORD VERU ry UNLESS-OTHERWISE-NOIFD-0-ME-PAW.-ME-EOMRACiOR-IS-REFEDT-T09ECDON S-0FM�----- f4 Apry•`r,r\ry\\p o li h, n eNSy�o2o�\prypS--2' \ p z� II\ ® o 0 STANGARD SPECIFlCAnONS. \� \ f 6. IN CASE OF ANY ACCIDENTS INVOLNNG SUETY MATTERS COVERED BY SECTION 6424 OF ME, 21 NRWL CALIFORNIA LABOR CODE. ME'COMMACTOR SMALL IMUEDAWLY NOTIFY ME STATE DIVISION OF - INDUSTRIAL BAFFIN :. 5 11290R _ \pq} y 2s PROPOSED RELOGDON OF 30• SEWER SEE HAVEN AVE JO" SEWER PIAN ]. PRIOR TO STARTING CON UCRON, ME CONTRACTOR SMALL VERIF1' LOCATION AND ELEVATION OF BRIBING NRWL AND SHUL NOnFI AND OBTAIN APPROVAL OF 7 DESIGN ENGINEER AND IEUA OF ANY VMAWN FROM DESIGN SEE STRUCTURE 21" NRWL DRAWING No.l 006-SI-J _ PIANS FOR UDLTY L= 125.05' a AFTER THE I8.S UACEOFACONSTRUCTION SHALL NOT BEGIN U lV TH CTO BE OWNED BY IEUA UNTILAFTER ISSUANCE OF PERMIT BY IEUA i0 ALLOIV THE CONSTIiUCDON AND ALSO AFTER A OPENING S=-1 F,JBR +moo>s PRE-CONSTRUCTION CONFERENCE TO BE HELD AT LEAST 1 IYEEK PRIOR TO BEGINNING CONSTIRUCTION 21" NRIVL L 96.00' A(ASONRY RETAINING NAIL - 9. IN ADDmON' IEUA AND M CRY OF RANCHO CUCAMONB% SH4tp BE BURRED A MINIMUM OF 48 __ 1090--i— __ - _ __ - _ - ---___ - _.. ____ MASONRY RUNNING WALL _. - - __ -. _ _- 3=-0.20:--.. - _ _ - - _ . _. ___-_-_- -•-.-.___._.--- _- - . __ _ .______ _ HOURSPRIORANYWCOODYNIT M --OWNED ANO-OPERAIEO B/YSEUAU AN IOR CITY-Of RANCHO -RANCHO VIG4 DVER OR ANY FACILRIES 10. ALL TRENCHING OmSkll INDUSMUL PERMIT ' OF RTCSUBMIT CAMOPERMIi I. I D ME zq ry hgy6 * os 9 9�5` es EU4 I BY SHALL BE APPROVED BY PRSAFEIY 1 H GS AS REQUIRE BEGINNING OF ME CONSMUC710N - j \ry0 ryO�A. p $ .y \\94\pBap 4gy mD, eNL ( \p j 9s fi\C li �o 13. UNLESS OTHERWISE APPROVED, LOW PRESSURE NATER TEST FOR ME GIVMW ROVER LINES \ 2 p AND PRESSURE WATER TEST FOR ME PRESSURIZED VADISP SHALL BE PERFORMED IN CONFORMANCE IYTIH SECTION 506-1.4. OF ME STANDARD SPECIFICATIONS FOR PUBLIC I40RK5 CONSTRUCTION. III HOR2 SCALD 1•-40' apo\) VERT SCALD 10=4' 124+00 123+00 122.00 121+00 _ 120.00 119+00 118.00 117*00 116+00 \•' I(ROAD - - - - R/W - - - FXIST MH/B DIST 21 RTPL.... _... _ - -_ - - _ _ __.. - - CONSTRUCTION NOTES - STA 121+91.03 SAC DRIVE TD EMWN STA YET 3.00 AHFAD - - I]+6206, DEPOTOR-21• NRWL REINFORCED CONCRETE PIPE RUIROAD R/W-1 :ja I I IST MH f ]c PRESSURE MANHOLE PER DETAIL ON SHEET 31 - IEUA - REMOVE 21• RCP NONRECWAAABLE IYASTE WATER LINE - - \118+0011]11 +69pTAL� ANINC IYALL PER DETAIL ON SNEET 30 COY SID 605 IXIST 11" RCP NRWL REMAIN ' � 0 6 STA 51+89.95�IOB.64' RF NAVEN AVE _ JOIN IXIST 21 NRWL BEGIN REMOVE EXIST 21• NRIK 51+8292, 110.30' LT STA 122 15 16- EN MOVE FXI T 21111 NR50+75.00, {VL ] I 50 L "' V MASONRY RUNNINGIYALL HAVEN AVE o ONRY IAy ETANINC IV 20+ i MASONRY RUNNING IIIc TSTA U RACK OF CURB I j 119+91115 ] 5' nypl RET ALC I 2 I 50+75.m, Q' HAVEN VEN AVE RT AURWOLE RIM - , 1 J4• SEPARATION BETWEEN 34• SEPARATION BETWEEN - pOEESSIO N III RET A� Q I FACEOF CERMER D IYAL & M1f4NH0LE CENTER QWp� ! DESCRIPTION OF REVISION DATE Mcp W+ I I! �IN o or SLOPE T w No. 54730 u CITY OF RANCHO CUCAMONGA ! ptz-3 1r _ OP EY LOPE I I PLAN AND PROflLE ''I o DFCPUAp NONRECLAIMABLE WASTEWATER LINE. 1 I •.i i ,MASONRY C NT RETAINING WALL GRAPHIC SCALE b 1uvEIU AVRvuE GWESEPAAVITTON APPROVED BY: ., DATE: 6'14-D9 " I CRY ENGINEER > RCE: 421 Sd' I TIN FEET) p61GN PVH PPFPMm 81: �pu PEfAY4 + I - u4m. a h - 6AAw5dy e _ ' APPROVED BY: 05"N11 zoxD EAS! NPsr STREET. sNPE Sao 5 u "' 11727" . 9.pAKSON SANTA.W0. a 92705 OF (714) -6 — 744— NECHM P,cc No 54210 DPA%INc NO. K:\Acad\Sheet-Files\u-5.Ewg Jul 10, 2008 - 5:41pm CIVIL NGINEER OR IEUA DATE iWNIR wre 7-//•OB 0¢NO V"5 2220 ALTERNATE LETTER LOCATION 11/2' LETTERS IN 6"X 9" BOX ALTERNATE LETTER LOCATION TOP VIEW COVER DETAIL CONCENTRIC CONE ALHAMBRA FOUNDARY 20" C.I. PRESSURE MANHOLE HEAD A-1265 B OR APPRDVEO ALTERNATE 40 MINIMUM 2 CU. FT. GRAVEL AROUND OUTLET y6 REBAR 0 10 1/2" TYP. 46 REHAB 0 IB" (12 TOTAL) NOTE: MANHOLE FRAME & COVER SHALL BE ALHAMBRA FOUNDRY TYPE A-1252 OR LONG BEACH IRON WORKS TYPE X-106 B OR APPROVED EQUAL. FRAME & COVER SHALL BE BITUMINOUS COATED AND WEIGH A MINIMUM OF 430 LBS. THE COVER SHALL HAVE TWO PICK HOLES. ROADWAY SHOULDER ALTERNATE GROUND SURFACE ONLY IF MANHOLE IS SPECIFIED TO BE BURIED RETE REQUIRED I� 12" I 12 ASPHALT PAPER WRAPPED nmmlkl-r_Ia n ENTRANCE SHAFT DETAILS 36' 4,-0„ BEND BAR OVER TOP OF STEEL AS SHOWN 6"X6" STD. REBAR HOOKS\ NO SCALE SLOPE 1/8" PER 1'-0" MIN. AWAY FROM PRESSURE HEAD. SLOPE TO OUTLET DRAIN 0 1/4" PER 1'-0" USE 4—K6 BARS FOR TOP STEEL TRANSITION TO WRAP SMOOTHLY & TANGENTIALLY FROM INNER RIPE SURFACE TO RECESS RING OF PRESSURE HEAD AS SHOWN. 2" CLEARANCE ROADWAY P.S.I. CONCRETE 'REET SURFACE 2a 'SPIGOT'�s 81=LL;t—% T—RIB s1" WELD STRIP 1/2" MIN. OVERLAP T—LOCK L4" JOINT STRIP EACH SIDE OF JOINT TYPE P-1 JOINT FIELD JOINTS FOR T -LOCK LINED PIPE NO SCALE 21 } FIELD MORTAR 11/4-2 1/4 1:3 MIX 11/4 T I 134; 21/2r, i- M.H. WALL KEY WAY DETAIL FOR 5' OR LESS DIAMETER MANHOLES L-2" CLEARANCE 3" CLEARANCE EXISTING 21" R.C.P. —SANDBLAST UNDER OU REND AND LAP 18" EXITING PIPE UNDER OUTER SURFACE A CLEAN PITTED CONDITION ALL AREAS IN WHICH E CONCRETE IS TO POURED & COATED W11H EPDXY RESIN ADHEE SIVE FOR BONDING NEW CONCRETE PER STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SECTION - 95-203. DATED JANUARY, 1978. 1 E U A STANDARD SEWER PRESSURIZED MANHOLE WITH ECCENTRIC CONE NO SCALE De99n;d Draw rR DrawnChecked le Ga NO SCALE 7rr 25/8,r 134„ FIELD MORTAR 1:3 MIX T/21 2 11/4 .21 j nu M.H. WALL KEY WAY DETAIL FOR 6' OR GREATER DIAMETER MANHOLES NO SCALE MANHOLE DIMENSIONAL DATA MANHOLE TYPE A B C D - 'SPIGOTq.- DIAMETER s BILLFs. 48" REINFORCED T -RIB 30' 5" T -RIB 6'—O"+ PIPE DIAMETERS TO 21" 48" REINFORCED LT 30" 1/27. MIN. OVERLAP 6" 6'-0"+ * 24" ° -LOCK SPECIAL 4" EACH SIDE OF JOINT 6" 6" 71—Op+ ---WELD FLAT WELD STRIP PTT F==T -RIB 27" TO 39" 60" REINFORCED 36" 30" 6" 6" 7'-0"+ TYPE P-3 JOINT REINFORCED 36" 30" 6" 6" STRIP PIPE DIAMETERS 1/2" MIN. OVERLAP -LOCK TYPE P-2 JOINT FIELD JOINTS FOR T -LOCK LINED PIPE NO SCALE 21 } FIELD MORTAR 11/4-2 1/4 1:3 MIX 11/4 T I 134; 21/2r, i- M.H. WALL KEY WAY DETAIL FOR 5' OR LESS DIAMETER MANHOLES L-2" CLEARANCE 3" CLEARANCE EXISTING 21" R.C.P. —SANDBLAST UNDER OU REND AND LAP 18" EXITING PIPE UNDER OUTER SURFACE A CLEAN PITTED CONDITION ALL AREAS IN WHICH E CONCRETE IS TO POURED & COATED W11H EPDXY RESIN ADHEE SIVE FOR BONDING NEW CONCRETE PER STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SECTION - 95-203. DATED JANUARY, 1978. 1 E U A STANDARD SEWER PRESSURIZED MANHOLE WITH ECCENTRIC CONE NO SCALE De99n;d Draw rR DrawnChecked le Ga NO SCALE 7rr 25/8,r 134„ FIELD MORTAR 1:3 MIX T/21 2 11/4 .21 j nu M.H. WALL KEY WAY DETAIL FOR 6' OR GREATER DIAMETER MANHOLES NO SCALE MANHOLE DIMENSIONAL DATA MANHOLE TYPE A B C D E PIPE DIAMETER DIAMETER 48" REINFORCED 36" 30' 5" 41/9' 6'—O"+ PIPE DIAMETERS TO 21" 48" REINFORCED 36" 30" 6" 6" 6'-0"+ * 24" 60" REINFORCED 36" 30' 6" 6" 71—Op+ PIPE DIAMETERS 27" TO 39" 60" REINFORCED 36" 30" 6" 6" 7'-0"+ * 42" 72" REINFORCED 36" 30" 6" 6" 8'-0"+ PIPE DIAMETERS 45 GOER * IF CONNECTIONS AND TEES ARE REQUIRED, USE NEXT HIGHER DIAMETER MANHOLE. ** WHERE 30" OPENING IS NOT POSSIBLE, USE CONCENTRIC COVER, ALHAMBRA FOUNDRY TYPE A-1325 OR EQUIVALENT. DIMENSIONAL TABLE APPROVED BY: AS SHOWN INLAND EMPIRE UTILITIES AGENCY* 'A Municipal Water District Bar scale shown Eelow Is P inch cn ctlgqm°l ercwm99 ii ° On, 7-v -tcy NOT one inc on this sn e4 IFunOx "UNG ADDRESS SVLLY PULE➢ ICJb OFPIQ adjust scales accordingly. 9400 Ch Cny Manus fc,on9 A Poet Office Co, 697 OnmevaReMhneycmenl yAGl4a e¢ Fnnann o a 92335 Rancho lbcomon90 Co toms 917M 0' 1` To,pc,e (909) 357-0241 1 URS, INC. HAVEN AVE GRADE SEPARATION PROJECT NO. 72'10 STANDARD DETAILS SHEET 1 OF 2 - MANHOLE DETAILS SHOT NO. at OF144 TRENCH WALLS BE SLOPED MXCON(11000 12" MIN. PIPE ON, 18 EXISTING WIDTH OF DUCT NON-METALLIC .4' TYP. + PEUNE EXISTING POWER Oo OR TELEPHONE OO DUCT 50-0-3250 REINFORCED - 18' MAX ONCRETE SUPPORT I I nu - UEANRUTM URBEIlrlll IIh1�L.-p • _ - -- IN ACCORDANCE WITH MINIM M 90% DISTRICT'S STANDARD 07J,14�1d SPECIFICATIONS FOR PIPE RELATIVE BEDDING AND TRENCH - SACKFUL LOAD FACTOR: 2.7 LOAD FACTOR 4.5 -LTi I I - 1. MATERIAL FOR COMPACTED BACKRLL II I I -I -i p B OF SUITABLE JOB EXCAVATED MATERIALS, IMPORTED SOILS, NOTE: THIS TYPE OF CONSTRUCTION REQUIRES THE CONCRETE TO EXTEND NOTE: THIS TYPE OF CONSTRUCTION SHOULD BE DESIGNED BY STANDARD SPECIFICATION FOR PIPE BEDDING AND TRENCH BACKFILL SLAG, PEA GRAVEL, CRUSHED ROCK, OR OTHER ALTERNATIVE MATERIALS WILL NOT BE ACCEPTABLE. FROM THE PIPE TO THE TRENCH WALL. CAUTION: NOT RECOMMENDED WHERE NATIVE A REGISTERED STRUCTURAL ENGINEER, AND MAY YIELD SECTION B WATER SHALL BE CLEARLY MARKED BY PIPE COLOR (PURPLE) BY PLACING IN BACKRLL PURPLE IDENTIFICATION 501LS ARE EXPANSIVE. HIGHER LOAD FACTORS THANINDICATED. -B 25'-0" UNLESS OTHERWISE INDICATED, CONCRETE SHALL BE CLASS 420-C-2000. .y CLASS A -III - SIDECRADLING CLASS A -IV BARS B CASE 1 BAgS 8 T CONCRETE ENCASEMENT B T NO SCALE B T BARS B 0- 4'-1" 5'-I' 6'-T' TO TO 10 TO 4'-6 5'-6 6'-0' ]'-6 It"#4 6 T 10' #4 4 S I' -S' 1'-6 1'-6 1'-6 912 11' 121 • #4 A5 ,95 < I[ T 11" La 2 14 2" NOTES 1'-6 1'-6 I'-6 2'-0' 6MIN. emm > j 1. WIDTH OF BEAM SHALL EQUAL O.D.+8' OF SUPPORTED PIPE. I'-6 V-6 2'-0' IT 1U'MPX TIN E%ISTIN a C� U E pq BAR - 0 2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM WIDTH SHALL BE EOUAL BEDDING WIDTH, 14' -- OMIT TO 6E (IF BEAM IS PRECAST,) 3. IF BEAM IS PRECAST, ENDS OF BEAM SHALL BE FULLY BEDDED IN 420-C-2000 CONCRETE _F II_ HAND PLACED i l -T�',COMDRACTES 6 19" FOR LENGTH'S'. THE BEDDING SHALL HAVE A MINIMUM THICKNESS OF 47. CLASS 'C' MORTAR _ f ,. COMPACTED BACKFILL. �_ BAO L� E REINFORCEMENT- SEE TABLE 1211 131 i SHALL BE PLACED BETWEEN TOP OF BEAM AND SUPPORTED PIPE TO PROVIDE MINIMUM BEARING SHOWN. 2'-6 2'-6 IS i 17 #6 Q6 q, THIS CARE IB PERMITTED ONLY IFTHE TRENCH WALLS ARE FIRM ANO UNYIELDING. �_��I1� TI 191 p 2-177 (I6 #6 S. MAXIMUM SPACING OF BARS SHALL BE 4. 0. C. N6 6 CAREFULLY PLACED GRADED EMBEDMENT COMPACTED PER AGENCY'S STANDARD SPECIFICATIONS CLASS B LOAD FACTOR 1.9 CAREFULLY PLACED G6 EMBEDMENT COMPA( PER AGENCY'S STAND SPECIRCATIONS CLASS C LOAD FACTOR 1.5 - *GRANULAR EMBEDMENT: NOTES COARSE GRAINED NATIVE SOILS OR IMPORTED SAND 1. SLAG, PEA GRAVEL, OR OTHER ALTERNATIVE MATERIALS WILL NOT BE ACCEPTABLE IN LIEU OF GRANULAR WITH A MINIMUM SAND EQUIVALENCE OF 30 AND OF EMBEDMENT. SUCH SIZE THAT 90 TO 100 PERCENT WILL PASS A NO. 4 SIEVE AND NO MORE THAN 5 PERCENT 2. TRENCH SHORING Sa TRENCH WALL SLOPING SHALL BE IN CONFORMANCE WITH STATE OF CALIFORNIA WILL PASS A NO. 200 SIEVE. DEPARTMENT OF INDUSTRIAL SAFETY REQUIREMENTS AND THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. 3. MATERIALS, EMBEDMENT, PLACEMENT AND COMPACTION OF GRANUUR EMBEOMENTac AND COMPACTED BACKFILL WILL CONFORM TO THE AGENCY'S STANDARD SPECIFICATION FOR PIPE BEDDING AND TRENCH BACKFILL BEDDING DETAIL NOTES BEDDING DETAILS NO SCALE MSNIMUM 907 (E RELATIVE COMPACTION * ( SEE NOTE 2 COMPACTED BACKFILL PLACED AND COMPACTED PIPE::,_ B('4.9N.) IN ACCORDANCE WITH MINIM M 90% DISTRICT'S STANDARD PIPE SPECIFICATIONS FOR PIPE RELATIVE BEDDING AND TRENCH COMPACTION SACKFUL NOTES. BACKFILL DETAIL NO SCALE Deagned Drawn Checked Date MIN. BEARING SHALL BE :1 0.5 O.D. OF SUPPORTED PIPE 44 BAR - (IF BEAM IS PRECAST) REINFORCEMENT (SEE TgBLE) TCL SECTION C - C m PIPE S m PIPE SUPPORTS - GENERAL NOTES REINFORCED CONCRETF FORAM .Alkin 6' S .MAX. PIPE::,_ B('4.9N.) a- Sk MAX. PIPE B( MIN.) It0' PIPE S MA%. B( MIN. ) I COVER I NOTES. 1 1' -IT I 16'-6 1. MATERIAL FOR COMPACTED BACKRLL WILL CONSIST OF SUITABLE JOB EXCAVATED MATERIALS, IMPORTED SOILS, OR GRADED GRAVEL AS DERNED IN THE AGENCY'S STANDARD SPECIFICATION FOR PIPE BEDDING AND TRENCH BACKFILL SLAG, PEA GRAVEL, CRUSHED ROCK, OR OTHER ALTERNATIVE MATERIALS WILL NOT BE ACCEPTABLE. 2. COMPACTION UNDER THE STREET AND MUCTURES SHALL BE 95%. 3. ALL PIPELINES CARRYING RECLAIMED WATER SHALL BE CLEARLY MARKED BY PIPE COLOR (PURPLE) BY PLACING IN BACKRLL PURPLE IDENTIFICATION TAPE. SAID TAPE SHALL BE NOT LESS THAN ONE FOOT OR OREE THAN TWO FEET ABOVE TOP OF PIPE. TO 25'-0" BACKFILL DETAIL NO SCALE Deagned Drawn Checked Date MIN. BEARING SHALL BE :1 0.5 O.D. OF SUPPORTED PIPE 44 BAR - (IF BEAM IS PRECAST) REINFORCEMENT (SEE TgBLE) TCL SECTION C - C m PIPE S m PIPE SUPPORTS - GENERAL NOTES REINFORCED CONCRETF FORAM .Alkin CASE 2 REINFORCED CONCRETE BEAM FOR 4' TO 24' I.O. PIPE - NO SfN£ (IF NEEDED TO EXTEND PIPE) FOR CLAY PIPE SEWERS, CUT EXT. PIPE AND JOIN WITH WPE'D•JOINTS WITH ADAPTER RUNS, IF REQUIRED, ON EACH SIDE OF TRENCH OR REMOVE TO NEAREST JOINT BEYOND CASE 3 DUCTILE IRON PIPE N9 SrA1F O.D.+ 9' MIN. 4' a I \I CONCRETE & 4' MIN. COLLAR SECTION E - ALLOWABLE SPANS Aren MIN sPeninhaPin anerApinum imnim nitr,trinn, no,,ki emc DEPTH OF COVER 6' S .MAX. PIPE::,_ B('4.9N.) a- Sk MAX. PIPE B( MIN.) It0' PIPE S MA%. B( MIN. ) PIPE COVER 1'-h 13'-6 1 1' -IT I 16'-6 I 2'-0' 1. 8'-I" TO I6'-6 'B'-0' S 10'-6 6 TO B'-6 8'-1" TO 12'-0' 12'-1" TO 16'-D" 16'-1" TO 20'-0' 20'-1" TO 25'-0" UNLESS OTHERWISE INDICATED, CONCRETE SHALL BE CLASS 420-C-2000. .y SUPPORT SO AS TO INDUCE NO UNBALANCED FORCE. T BARS B T BAgS 8 T BARS B T BARS B T BARS B 0- 4'-1" 5'-I' 6'-T' TO TO 10 TO 4'-6 5'-6 6'-0' ]'-6 It"#4 6 T 10' #4 4 S I' -S' 1'-6 1'-6 1'-6 912 11' 121 • #4 A5 ,95 lIzT V-6 1'-6 2'-0' T 11" La 2 14 2" A4 # XS b5 1'-6 1'-6 I'-6 2'-0' 10' 12" 131 2" 151 j X4 A4 //5 5 1'-61012 1'-6121 2'-0' 2'-6 141 i 161 i Na 5 6 I'-6 V-6 2'-0' TO In -U 11' S 1'-6 14' 5 -V- 16 5 2'-6171/2" b6 2'-5 19" fi 2'-6 9'-1' TO 10'-6 1211 131 i 5 6 2'-6 2'-6 IS i 17 #6 Q6 2'-6 2'-6 177 i 191 2 6 2'-6 191 p 2-177 (I6 #6 2'-6 3'-0' 21" 23' N6 6 2'-6 3'-D" 10'-1' TO 11'-0' 141 i 6 2'-6 1817" H6 T-0' 21" Afi 3'-0' 23 i 6 3'-0' 25' J 3'-T" 11'-1' IT -1" 13'-1" TO TO TO 12' -LY 13'-0" 14'-0' 151 2" tY 16 6 6 7 2'-6 3'-0" 3'-0' 26 211/2" 2S 6 ®7 t!7 3'-0' . 237 3'-624f i T-6 261 i C QJ '# 3'-6 251 1 2-7T72' 4'-0' 2-97? J y7 NJ 3'-6 4'-0' 4'-0' 2Y 1 29' a7 R] 3'-6 14'-1" 10 15'-0 19' 7 3' -LY 25" E] 4'-0' 2B' J 4'-0 311 l ,�J 4'-6 15'-1' TO 16'-0' 201 i 7 3'-6 261 i �] 4'-0" 30' H0 4'-6 16'-1' TO I]'-0' 211/2- 7 3'-626' B 4'-6 D'-1' TO Ie' -0' 2212 Nal4'-V 291 i 6 4•-6 CASE 2 REINFORCED CONCRETE BEAM FOR 4' TO 24' I.O. PIPE - NO SfN£ (IF NEEDED TO EXTEND PIPE) FOR CLAY PIPE SEWERS, CUT EXT. PIPE AND JOIN WITH WPE'D•JOINTS WITH ADAPTER RUNS, IF REQUIRED, ON EACH SIDE OF TRENCH OR REMOVE TO NEAREST JOINT BEYOND CASE 3 DUCTILE IRON PIPE N9 SrA1F O.D.+ 9' MIN. 4' a I \I CONCRETE & 4' MIN. COLLAR SECTION E - ALLOWABLE SPANS Aren MIN sPeninhaPin anerApinum imnim nitr,trinn, no,,ki emc DEPTH OF COVER 6' S .MAX. PIPE::,_ B('4.9N.) a- Sk MAX. PIPE B( MIN.) It0' PIPE S MA%. B( MIN. ) 0' TO B. -TI 11'-6 1'-h 13'-6 1 1' -IT I 16'-6 I 2'-0' 1. 8'-I" TO I6'-6 'B'-0' I 10'-6 2'-T' 12'-0" T-6 I6-1' IV 25-6 : ]'-0' T'=6':` '9'-6 2'-0' 10'-6- 1 2'-6 1. ALL CROSSING HOUSE IATERALS 16 AND SMALLER SHALL BE SUPPORTED BY 5. CROSSING METALUC CONDUITS 3 INCHES (NOMINAL SIZE) AND LARGER SHALL BE EACKRLLEDTO.2'-6 BELOW THE USE OF CASE 3 PIPE SUPPORT DETAIL INLAND EMPIRE UTILITIES AGENCY A Municipal Water District LOCATIONCh WJONa ApOR69 9too ex.m n...�a. e,; an9 A Pmt 069ea. 697 _ Fontana. Calimml, 92335 - Rancho Cecar,mg,, Codomia 917M Telaahon. (909) 357-0241 CROSSING CONDUIT WITH MATERIALS AS DESCRIBED IN THE DISTRICT'S OTANDARD SPECIRCATIONS FOR PIPE BEDDING 2. ALL NON-METAWC CROSSING PIPELINE AND CONDUIT$ _ M DD AND TRENCH BACKFILL THE TRENCH SHALL THEN BE BACKRLLED TO 12 INCHES OVER THE CONDUIT WITH CLEAN, WITH OR LESS CLEARANCE, Dluv U- NO. U-7 MOISTENED SAND ($AND. EQUIVALENT OVER 30), BROUGHT UP IN LAYERS OF NOT OVER 6'INCHES AND MECHANICALLY ONilR EXCEPT THOSE COVERED BY NOTE 1 ABOVE, SHALL BE SUPPORTED BY CASE 1 PIPE COMPACTED TO A REIATME DENSITY OF AT LEAST 90% WITH SPECIAL ATTENNON BEING GIVEN TO THE PIPE BOTTOM SUPPORT DETAIL. AND HAUNCH AREAS OF THE BACKRLL 3. ALL NON-METAWC CROSSING PIPEUNE AND CONDUITS NOT COVERED BY THE ABOVE. 6. IF BEDDING IS REMOVED FROM lHE EXISTING PIPE TWIT WILL REMAIN IN PLACE. NOTES 1 0R 2 SHALL BE SUPPORTED BY THE USE OF CASE 2 PIPE SUPPORT DETAIL. WITH CONCRETE AT NO EXTRA COST TO THE AGENCY. THE PIPE $MAL4'B[ EMBEDDED : 4. SACKFUL SHALL BE BROUGHT UP UNIFORMLY ALONG BOTH SIDES OF PROTECTED PIPE AND 7. UNLESS OTHERWISE INDICATED, CONCRETE SHALL BE CLASS 420-C-2000. .y SUPPORT SO AS TO INDUCE NO UNBALANCED FORCE. PIPE SUPPORT DETAILS APPROVED er: Date 11/13/98 .eoncsersrc� IW4 opvleB Cassese,-Mwngnrt.t eNyi4inalt SCALE AS SHOWN Bar In Somo r%Ina below m one mon one meq of am; nq B N9i,st nal on cor ngm1, oelmt coma: accordingly. a t. INLAND EMPIRE UTILITIES AGENCY A Municipal Water District LOCATIONCh WJONa ApOR69 9too ex.m n...�a. e,; an9 A Pmt 069ea. 697 _ Fontana. Calimml, 92335 - Rancho Cecar,mg,, Codomia 917M Telaahon. (909) 357-0241 URS, E HAVEN AVE GRADE SEPARATION PROJECT NO. 2220 ' - STANDARD DETAILS - SHEET 2 OF 2 BEDDING AND PIPE SUPPORT DETAILS SHEET x0. 32 OF 144 AND c _ M DD PgaEcr NO, 22/LD FULLY PV[D) Dluv U- NO. U-7 9 el -�- f Ii Nil-j ✓ 1\ t C /III ''rI 'I L / II I - I I I , I _L �` \ I i I S'_ ) 1jr]; ` I ` I BENCHMARK: 1" ROUND HEAD BOLT IN CONE CURB SiAMPEO "SBLO BM AT NORMGST CORNER OF ARROW ROUTE AND H4YEN ,1 i� i I _.l�� J I01104" 1 �/ p�;� llll` 1 C \ �l�i` I II I AVENUE, I R HST OF BEGINNING OF CURB RETURN. BY NUMBER 10030 .- -J r -,_ 'j t S_ - - ELEYAiION-if - II60.T01 it 1, f �_-___- ✓L� F- r� ,IN _ It �) t111A J Ti ( 10 I,I s�l�.r� II l 1 11 '\ FI l 'CONSTRUCTION NOTES: �) v — • I i; I ]I 4 1 ) -_ I{ !�� 1/ I' PERIOD 1 I R N 10 WILL OCCUR OVER 1 12J-HOUR PERIOD (II CALENDAR DAYSf, BEGINNING NO ELRIIER M4N )� :.I I ,•. C I _ 1 I� ( \� J 11 ✓ _. ) III I J ,tel) �) ly.} IO:GD PM FRIDAY (I DAY) AND ENDING NO TATER DEAN 5:00 I. I /� '_ a1 r jA tj (' �1 AM THE MONDAY (DAY 11) FOLLOWING THE SECOND WEEKEND. VI i It I 1 11 1 J' - I J4�I ( 1 �„ f i"-" I�Id I II ') :I. j IIII] I '') I 1� ��.,,,1 I I �. Jp .J, �V % �j SCRM TO CLOSE MANLME TRACK AND CONSTRUCT PORTIONS OF ME SHOOFLY TRACK 1. III J� v a' I - .' 7 II IIII�'�I� �� I�; I• I 1 I I'T ;� I iA...�`: 1 n I f 1� I/ �!J .Ili _ � P. I I S L �f r, I I, ll � ,I ,F. _ ` I . I � I � ,II tom: L L�� LIj \ �L _ON J�.. � I � 1,1: J � '1 � � 'L.' � .... / i11�'• i` I �I`4(Y17` I 2 CL O SE Ni STREET. �3 CLOSE HAVEN AVENUE NO EARLIER IH4N 10:00 PM FRIDAY (DAY I). \ -1. I i }), vi -, j tll I\ i I_ i I O II - \ %�_ 41 0 p1)Nil1 X i_. l! r\y' 1 I L -I� ]III '�lY ) �.,• r') �L ® S@YAGE EXISTING GRACE CROSSING CONCRETE PANELS AND MOVE i0 CONSTRUCT SHOOFLY TRACK 1 CROSSING AT DETOUR B. -_=-` I vl �f`I`� I. I -IN- . iLy] ). I' ., L.. - _ \� -' "if!/ .�\\ a . _ �' l a� i . r I � �5 CONSTRUCT REMAINING PORTIONS OF SHOOFLY IMCK I NO SHDOFLY (RACK I. C/ ' I '( _ _ 6 ' ." I l ' v 'I �( =, � •, I � � _ \ I � MA INE AVEC , r _ `ter—' �'� l `1 �- I I' � � CONSTRUCT PORTIONS OF TEMPORARY INDUSTRY SPUR TRACK _ I I. __ I; _. - _ II L/l1I - � \� i � 1 1 \ : I\ _ = _ — S A I 1 ^l_ I•I �� 1 Q. � I 5 / ( J... ) `� 6Y oC © NO WIER THAN 5:00 PAl TUESDAY (DAY 5). SLRPA TO COMPLETE INDUSTRY SPUR TRACK. -} f✓ L _i .. l\` �l; 1 IfF�?,� i I ❑T CONSTRUCT PORTIONS OF SHOOFLY TRACK 2 AND DETOUR B. III F L_l _ \ _ •, f. Nil - / i�I I t _ '.�T�� ,.. 1 \ l ! I II / ! 1 I �\ \ ( I :I / /�`� � ;I ;'!'r 1 N1ll rlJ,l\�I �j �..0 \, �, , _ / I ,� I vlr ! I' I % A'I; '1 -i Iii I _II I �. V ` 1 V 1 X / �� AL. _� A �I! V > - I ( `_ ALKiiL TIMES. i TO RE IN PLACE BLOCKING DETOUR B CROSSING AT GRACE CROSSING CONCRETE CROSSING AT AND Q9 MOWSSALIAGE CONSTRUCT MOVE TO CONSTRUCT SHOOFLY TRACK CROSSING AJ DETOUR B. ! i i /- _I ITITI, illlii'h111111I Ii I �i S^� /tip L �I . 111:. II I I _ c: L ( ' , � A �D �,...� IX "� �r - Iiiiij I �AIII I II ? A )%j o I, � .I � �\ �l - ,./ `, '♦�4 ! iI J I 10 CONSTRUCT REMNNINC PORTIONS OF SHOOFLY TRACK 2. R,. '` ;mr.,.--.. bbl iT_a. .,, ,C ,ro`=sl R ....r� I _ .-Irn �� I - e:$ �i" V ! �• G C {,i) �t : I VNil �') I �� / .WWII ( / Rl1A➢!1'I. ��L]�' ll 141 I n I' IJ'',) 1 _ A } j_��_y-�� 1' �+ 1 5 /) I� 13 • ISL . �_ C/ J ] I( - COMPLETE DETOUR B, INCLUDING OF SIGNAL TERSEC INTERIM AT THE INTERSECTION OF JERSEY BOULEVARD AND M'0 H4VFN AVENUE. l I�%I 1 2 ,?� A A ( , (Y Ili v< �. C�\� :�I h� % / ) I / i I � \ - � �-'' I - III I I1�� J / ��( �ll ��i I C ` f� •G �-� 12 SORA4 TO TEST AND ACTNATE AT-GRADE CROSSING WARNING SYSTEM NO TATER MAN 5:00 AM RIE MONDAY 0.4Y 11 ME SECOND WEEKEND. OPEN / � _ � � \ � I JY ` f J � � � 11 I � 4 ��=- DET 13 OPEN DETOUR B. I r C� I� /./ _ +' � a l.�'�� 4 9 DETOUR g I.. - _ if r�r ,max �= rt (x — Jnr i_�I L . � moi , yet L.0 tAVENUE =� _-Tiff - – - a Ff ri'�I. ( �— I Q� .. V i 1 6 J / 1 //,tip A tiA. 3 I rIt II l' 1 I Y r I I) II III 1 '. �� `V 1 A. •. A : A� -...,� Ir '{ ( I ! ! G' 4� 1 1 W4 1 A t n I pp AWNMNE (RACK ( \ L \ SIOINCTRACK�- (RACK I � v � ® CONSTRUCT MIS STAGE STAGE CONSTRUCTION WORK AREA tttttt ! �l � �'1 r. / % I�� I �)� � V1�E .'i•'2 /� J � i rlii t `N,71 1I, 1.!'t 1 1 1 V FLTV'. h � �1 ,SHOOFLY TRACK 12 J � � �� mt'� — l A, Al�-� � NDTE4 Vi ({L�. V',' ( !1E ft , E �I31`=11Til ',II, 'a A� A , SII s .11111 �Iy'1' --- '^ "'-y��\,�JiII�-1 l .. ',AJ/ �_)_ _� )L > Vy(A� _ - — - -- '1. .--__. __...-�_A\�N1.. �,.:;lo� / i�,ll�i, .G 1. STAGE CONSIRUCSUBPLWSARINE MESUGGESTED PLAN ITO ONLY. CONTRACTOR i0 iAIIVE STAGING PLAN i0 ME - ENGINEER FOR APPRO ALIEN I fl- 1`iia l 1 1 { 111. 1. l�l ilT I i.. )—Jt1 IR1+s-I'Yn I,� t' -% i x. -,.. l -.. - ' l T lI ':. �1 ��. �_ i ui Y. SEE DETOUR PIN] SHEETS CE-I TO CE-4. '. 1 , tis , , I,a r ..i/) 1j - -F 1 - � _ 1U,,.1,10 ? .,, �.,a, Iii ,I �I ? t't jirr�� t rtYlPtrl I - a '� ��j,I ':.. -tel /3� I- J d 4.. J SEE CORRESPONDING TRAFFIC HANDLING PIANS SHEETS W-1 TO M — - — — _) •I :1 MITI 2- - l el �: n.'1n4wIDL-r��.�� i r� 11' -- - - —�IJ I -" I- �l1( _ CI _ , . p � TNil �l ,I I� I it � � �� ) �:� II ;JI; �� I �4'7 �� I I: V I',I� Oi I _ I�. ( I I'( I,� r 111 a 111 _ — - i� I�.I�, 't �I �"-yiI_..•_ �� 1 �- �• a I}"-_� �.. cm DESCRIPTION OF REVISION GATE Avveayso: Il I ALL iii II �I r �z -�- r �' '- ,? — CITY OF RANCHO CUCAMONGA I I 1JN IC i4 i It ��) V-Y V / i ,. r¢' ao1[ssTR r1, d ( li 1 E �ill/)�-ntl c_ _ s�� STAGE CONSTRUCTION CONSTRUCTION STAGING PLAN, Lill iiL IJ —� y EEIpNI �� ,I J/It1 v�1 4 �I ��I:., ., , = L /11 .- .. * �.� -I �E STAGE 1 PHASE 2 HAYED AYENVf,G4AD EPAR.InoN u �' .,� i -LiLL Illll III{,, y rh `_ S-Fflrl i'-ilniinili nlnl,ll A� 1 ) ._!� I� rKjLt �1 II 1 ) II I I, p' OnCRl1{�AS 1i 1 ).. - _ _ L:• I� �' APPROVED BY: .: :... ,. DATE: _ CITY FNGINEER,�. � RCE. �� _�' 7 �� \ �L).Ti...1U! 111 (_f. � �L t( )._ .. •I �1� �I It^��IP ti J L L I Ii, IX .:�L.� OFSGII PflEPMEC BY: �p RECON/�J'/p)Ep: 85(AI450H ✓`Y I _ t / 11 II t i 1 �I �. f �� GRAPRIC SCALE a l� zO¢o as MITI new situ �i ITT 1. I ( y I. nsoN ume a Os 34 oe 144 (]R) _gyp _ II III LII ! ) III I'I III.• L• h I I NO SCALE RCE NO SG2 [ooECZ4 `IR' olNowl NOK:\Aced\Sheet�iles\sc-1-2.dwg rt Aug 04, 2008 - 2:28Pm ' In ' _ ___. - _.. - wrz A4- nm NO 9 el 99.2n (1 S J` \ i II -'(T)--, \1 x-,. (n LrlJnl BENCHMARK: i- ROUND HEN BOLT IN LONG CURB SIANPEO -SBCO BY 01104- AT NORTHEAST CORNER OF AKRON ROUTE AND HAVEN (� ��.. - - AVENUE I FT EAST OF BEGINNING OF CURB RETURN. SM NUMBER - 10030 J- - 1,7 i, 1 ! EIEYARON - 1160.201 If �{ 1,,�...��--- ' �I� �v �L �I� �- r� �� Lv II Is 11 % i �� r L I / �' 1 �py� I I F 7 ) J I ,�}I I ��) - �� I��.V(� �, �J�I IJ� _� IV +•, rc`-r �({7�C� rz e C) �� i'-S�r. _�Tr - _ I'.. r ; � � �� ;� it-'- I i,i ~ I�J_I �17 If_: il� �y �4,,1 ° `� � �� I �l%I- , { �1 I � '1 X I� � _— � � T' / � � ,(� � H � ♦ I • ' A j 1F I �_ ! � "� �r��l O � � � i �� V � � � �,-_S � �') � � � � � � � OONS7RUCRON NOTES. ❑i CONSTRUCT IEMPOR4W SHORING. - I jJ L?j CONSTRUCT RAILROAD BRIDGE. CONSTRUCT PORRONS OF MNNUNE AND SIDING TRACK. �II�iI �z. l -. vI I % �I�, 1! _ ' h� CONSTRUCT PORTION OF ORNNACE IMPROVEMENTS AND ® _F Z� — .� �� 1 ��Rd,� .. II .I 1' vIII ;'.I V MON-RECLAIMABLE WATER LINE. CONSTRUCT PORTIONS OF IEET I AWENUE STREET IMPROVEMENTS, AGCU STREET IMPROVEMENT •�, lit r �.r7.zT�l`rl, /J / D POR00NS OF RUNNING WALLS B AND D, AND - RETAINING WALLS A AND C. 1 r„(r .J TrCLr 'sal 'Y 1 I' T 4'iv 1 II U JA f II l mob •l- A✓_- .' AV£+l�!U, - � � - _ ISI i - _-. SHAVE l,,m, , lu�j—' I 1 HCl\•� �^`y_.� r �I ", a\ \ I n`IfT71 _ - \-�. 1 i ( C\ \r J 1 ` r 7 �� V STAGED CONSTRUCTION WORK PRG k1 P of \ d II W ` hL Lam' 4 I/NNI/NE TIUCk \ / '. � •i 1 i { I SIDINC�/RILK SHOOBY R LK 11 I 1 \ \ ( VVV \ ^\ NOh3: \ I 4 - ({ \I 1 - U�itflll 1141:i}�(y i , [�_ Y'� , FF {moi �5S h ny L F•�1 =' r `'.d' IV1i S ifl I�x!!r I L t t . , `!'! 1 `ILI SHOORY IR4CK II2 \ \/ m 1. 1 – /- , I \� t` _ i 1 / I� - ' r ( I\/' ( 1 r' .11 _ > T'TT. y, \'-. '�-� 1. STAGE CONSTRUCTION PLANS SHOWN ARE SUGGESTED ONLY. CONNEER F iO SUBMIT 1EMAilVE STAGING PLAN TO THE ENGINEER FOR APPROVAL \\I II �c C ` '!{� \y1Fj{tL3 �Tvv V }� f - I t ..., q"�1 `\ YI_:5=+.. �,i I'N{ � tl r� ,�-•�i II r �... \` , .v _ r I L rl l h Ly I l I - .SEE OET2 OUR PLAN SHEETS OE -1 TO OE -4 SE C IwI DUNG PIANS SHEET TH-I TO TH-4. 9 F al:1 IIT s'rrrr�y I��)wH F1'rrl+�i tl �l 11 ..., ..-, /p t mil t 11 a .elft 4 �1I . .i'<'J �1. LI ,. -iod�4 >��k. I %- �I:i I k _ mII � : .i`f:��\ . I� I. _ ,.,. 1 ,,,�I�i'; � � DESCRIPTION OF REVISION DAT MPPOVT: 0 �r CITY OF RANCHO CUCAMONGA LAYOUT dJ � STAGE CONST,RUCT(ON STAGING 1 N CONSTRUCTION PLAN ti 1 �� ✓LF�� I- /� -1L Y. II `- : iLL4W1 a I nIITIT i I 1 ' -\t P 4 11A IL ILL - �I� 13 �''` �I L1 �� - V STAGE 2 PHASE 1 EL1VFlJAV£NUE (8,1D fPARANON I �-� r v Yell �i� - N fl-➢ 1 II 7-- II I,,I� Jl II{ APPROVED BY: DATE ' CITY ENGINEER a RCE: 215 1 I' I �fl 1.J-. lo IA�,Ip tJ hv I _ A � A .,. 1 L.,� -i , 1 TT1R IIs LRrlliu ttt��--��I 1 IIII j 1 � � I--I.II � � �, � I z - �'�' om ux PPsnuvFo Pr: lull ( t �II � 4(C �11�'II'I'iI��JiGRAPHIC SCALE 111 SMITA7144) uiti u 9 °O X 35 744 . esuxsoN on 86 I'[FF irll III NO SCALE �3 (2020 _OF 011I K: \Acad\Sheet-Flles\sc-2-t.tlwg Jul fA, 200B - :2 am J """�' -'�' `--'r I114� :" I _ -� .I I'I I i I -� -. Pcc xo�210 :wwrs mm -1:: a RIF xo SC -3 99.2n .J _ t� j�l r / Ti- 1� C rlJ �JGII! I I I I; L its 11 �I � BENCHMARK: IN I" ROUND HEAD BOLT CONC CURB STAMPED III BM 01104" AT NORTHEAST CORNER OF MROW ROUTE AND HAVEN AVENUE, I FT EAST OF BEGINNING OF CURB RETURN. Il �) � (�-_� BYNUMBER-10030 ELEVATOR - 1160.101 If •� %may ly �I _-j 1 �� l , i y �-/ /J C a li ( �L� v(,%'^, I v - .-, � d7 11 � I J,- itA(Z), �Iji�LI I 1 [' ft If in J: O ' ��...✓✓✓ �� L '{ J �'+. �J ))=.j S.. 'I .CL��1��0 _ r CONSiRUCRON NOTES AGRON 1 THROUGH 4 WILL OCCUR OVER A 53 HOUR RIAU 10.00 PH NO RUIER t NI 11_-_.FR�I I /VIARINE-AVEI l l NIBGHT AND ENDING NOEGINNING THAN S0 Al THE FOLLOWING MONDAY MORNING. TO CLOSE SHOORY TRACK 2, REMOVE / �� SORRA � CK 1, ANO CONSTRUCT PORTIONS OF SIDINGPORTIONS OF TRACK i-, • �' 1 I }�� - t _ �1� �II 1 ,if•_. �- r I i \� _.. 6 .� �� i �I (I I� r \� I J l 1� / �� I ] 'I :il I. � I ❑2 SCRRA TO CLOSE SHOOFLY (RACK I, REMOVE , ADD CONSTRUCT PORI OF WRITE TUCK. PORTIONS OF SHOORY TRACK I CLOSURE OFF SHOOFLY TRACK I WILL OCCUR NO FARUER IYW! 10:00 PM SATURDAY NICHT. '�111j t T7-RTTIITi+ p- '�.��] , I -� /' A'' ' I� I� IfIff;I 4f: -- 41 1 ti l I T. it I ' Q�l I j 't _:. 'IIII�� I l c_ II t�, l j i1/ / / il... I��I�.I � � ]y' - { r A l - Y � 1 t4 4 (( / A �.� ° 1 117 Rklh� I I.�`�-/ �f yp L_ L, 3 RELOCATE TEMPORARY MEDIAN WRIER AND TTAPRC ❑ DELINEATORS 4 SCRRA TO RELOCATE AT -GRADE CROSSING WARNING SISTER AND ❑ P5GO ♦ h .}HWA 4im1'K ✓r�. 1 1 J ' Tfl J i� -f-[ �- 981Y-�� \\\ 1 TTT 111 \ \ / 4 \ fl1kj�' �Rli 'l ll _ �) I I'' I � 1. 1 li ( f '-/ t' \, 3 apU� Ili A ala\I V(,(\- RMCK NO LATER HAD AMNMONDAYGMORNINGIOINC 5 REMOVE TEMPORARY INDUSTRY SPUR TRACK AND SPUR (RACK NO LATER CT PORTIONS.00PH `T:I� ' { , v - I� �� 1 v1 l i \ ��'O L / l _ °° Y) v �j 1 / -� .� .. 67f� fl I✓I. 1 rc ��%I, — N,4� i J ( § t/I/ i �� C viva I TU SDAY FOY LATER IRAN 5.00 PM TUESDAY FOLLOWING THE 53 -HOUR PERIOD. ©SCRPA TO COMPLETE INOUSIftY SPUR (RACK. - 4�' l-� IIf km ; ' ..` J / '��-�� _ - - y I n T ��. ' 1- �' �� \ - _ '-� --�"` - ] REMOVE REMAINING PORTIONS OF SHOORY TRICKS I ❑ AND 2 -AND TEMPORARY SHORING. - '- - =� © CONSTRUCT PoRRON OF DRAINAGE IMPROVEMENTS. O CONSTRUCT PoRRONS OF HAVEN AVENUE SiREEF v --� - 'rY lA•VEN 11VENUL - - - _ ��I l F � L i I 3 x I �`s II I[= 1 ---' _- \_ \ ` / JI \ \ \ { 1 _�� 41 I If AGINUNE TRACK\ `1/\l I `III]I� � � � � IMPROVE AND PoRRONS OF RE/AININC WALLS B AND D M . - LEGEND ' CONSTRUCT THIS STAGE - - � REMOVE 1HI5 STAGE ... I I F , 'bbbfl I- III �i i�11'l-:i I.I I HSI .� � IL 1, (� {` //J" i, I{ S)GNI 1 , �\ �� \ 1) \\\� r-L11�1 \ C�\ ` \ \,_ �� NOTES: ` .f i { , 41 �J�, }�� 1 C)I'rifi liLlll4"�I!� C- / `-.}d.. 1 ( .�, r l 1 ' i ^ .:-', �S. f� \/ _ - I I -: _ - S -- - L I�` ' -'T IIS r u- t - :}?. \1 F. f V I �Il� ,1fedI .l .. QI1fC I .' SP fIfIl Y TPACK�1 / i1 / 1 l m " I � ) ( 7 11 \ �l\ _ i / 1 �� f _..'d (\ r `. l-'-, . �- -- _— I i. STAGE CONSTRUCTION PIANS SHOIYN ARE SUGGESTED ONLY. CONTRACTOR TO SUBMIT TENTADVE STAGING PIAN i0 THE ENGINEER FOR APPROVAL 1. SEE DETOUR PIAN SHEETS DE -1 TO DE -4. :rl Il J� i I i, i LII��,If?z41 Y, Jl lin-1111f T✓Ii,- !r1 �.:Uz...L' _�....,L �I- Ili�� '� 3 SEE IRAFFlC HANDLING PLAINS SHEET M -i TO TH-4. �._..I T 1� �J A^ �� (n � �/ "V � Q�I 1 }I 14( {L Imo_- If ..Ort N[l.ti�•' 1\IA�'AYh� N .N�`_}iTi ry-a 15 1. � 5 5�� `Y��T j� � �6 1� 'l 2• ( l IIIf1-111- i - �� J � I � { � � `��'S � P6iE$S/O,f•''< � c� � N �6e4T3Uoi m I (��IU�}ll { ♦ A 11a LLL l iX L J �A NIA�itJ" 11:v I�� Ali L...1 �� ft,.L�.-.n - 1� I !- _ _. ._ _ ___ I o d1 - 1 I n Pl - I � � 3A -09-. I. sj. CMN . P 4jF'aFCPIb� i I I Iuv. i�111��%d� - __ _1 y I — { f� II r,.l-,.; f r.__. .. -_11 1'I l IIIA ( _._J 1 / / �� \ Vf I CI f.! �A��i� DESCRIPTION OF REVISION GATE VPIa I �� 1� f,-. �� l -If _9+�I 1 I �rla I '�/� h� , I� I I '1 IT IIII (� C`^y .�...1�ryl _- „ CITY OF RANCHO CUCAMONCA LAYOUT _ \� LL t �\) l _t I ..— Y c , iI L� n \ STAGE CONSTRUCTION CONSTRUCTION STAGING PLAN l ,I d, iQ 111.c :l l I lu N I' STAGE 2 ASE 2 ` ¢' IL .. — l�,ll t' ILL J�f�J Fllllll� fli li T I� III PI 1111 ll" .>-N�,�i 10 11 I\I,IIu\. 'll ll��~II 1{ I 1 ` ` I{f 1 f' IJ111 �I . HA AVENUE EPARATION AW CO, ENGIAPPROVED NEER RCE 421Q� i �\ 1 l ( SII 1 \ \ \ f ,M1-4.w"LL I IL / �i�\�Lr ' i • %i {I L i DESIGN -.VN PffcPA9EL 9f: i.. PECO EN EO Y` 11 1 I L.J� 111'' � I 11 TIFT7TTplii i� 11 lfl�/ : _ i 11 I l �I� 11) I I I I 1 1 1 4, snnx50NM +," �l 1 � � I a L + I 1 11'1 !.I 111 GRAPHIC SCALE o'""'r mm a nNsr s l m W � cs score NA. 927705 Fd 36 144 I \/J � �') NO SCALE :AAI 9aN cP (m) §6sN 6YLLCtL zcL No' CHEcxm �y+ owmxc NO. K:\Acad\Sheet_FIIes\sc-2-2.dwg Jul 14, 2008 - ]:2]am Y{ I `/ J t', ,I T I�: I,— _�— —�—._J - 58vm m.¢ 7-AIIOP n NO SC4 +-„ Iy 1 �Y- �,' t( �`T�i 1'1 r(�n� I� {Y� � }� II l �'fl��-- BENCHMARK: 0110410 UNAT NORREiST BOLT KORNER OFDOING RB SIANNIPED "STOOD BY ARROW ROUTE AND HAVEN AVENUE 1 9 FAST OF BEGINNING OF CURB RETURN. iI I -Al�f� `.j� .— __ �y ::J -: x- L_ r r i�J �-�' r BFI NUMBER -10030 ELEYAnON- 1160.201 if I il �� V ! = 4�1'��Fl�yy�lp f ��I �I �, ' it '�Y 3 Z�I'11 '�I(II f IIII I•- IISv�clt- II' �7, 1/��l/� F. t 1� I� CIL 1 -1 �1 1 � n', F-�i4 I� r '`� It _rI �, 17, I TTI; I 1 Y I� ,i I� ca HIT ° -- �II J, 1 J{ (, J 1 'I �� ' 1 i' LI , L -/ -� �--• 1�_...��.-_moo IL I IN iJ � I 2 � —. '_ .. . 1 f I ��..I I Y �..,,, { l � L I � I f I I- I t � �n :.._I G��" jTv I"'o 1 �S1 II� �4. L�� Q o I �) / MA1 RINE AVE �\ I/j 1 lyl; t" 1...-� If " V I . f�, �- _" I Al i j ' t i II �L' ��I t .I '' 1 I : .,.:i _ 1 i ,��w •� 1 �� : 1 } . i ( / Y i.{'V O� JI '' .V ! II 1�, 144 CONsmucnaN NOI DURING IE HOUR N11:00 E PERIOD,CLOSE DETOUR B NO EARLIER TT(N! 11:00 PM, REMOVE CONFLICTING DETOUR B AND COMPLETE NIGNA AVENUE I, �J C v i rel 1 I� - 1 - _ WI • ;.� 11 t .. it'I / It 1- 11 1 r % y il_Y..� • I q1 4tJ AND COG IMPROVEMENTS AT iHEUICNiECnON SOF JERSEY BOULEVAROINNI AVENUE. �� T 11Uxk�ii e1 ,IIII ti `� I _ _, II r �2IV I, ��I ��.: 1 I I V!I 1 1 I' ,, li �,� ��1 �;� 1� ...1 F.' 1 .r ', Il �, AJ ? ��_ ;� Il/. J S .� .� '91 1 2 OPEN HAVEN AVENUE NO LATER THAN 500 AV THE a - FOLLOINNC MORNING. ❑a CONSTRUCT REM1WNINC PORRONS OF HAVEN AVENUE TL1'1 gjFT TT I � � 1� I � I � 1 / � II- I 6 1 r '. I I �..it� I j � ' _� �;R � �� ..� �� I� � K i"IV' d 1 R.,I I L v ll �- / 1 L J f --'-- _ --L STREET IMPROVElAEN15. ®OPEN ACACIA STREET TO HAVEN AVENUE 5 REMOVE PORTIONS OF DETOUR B AS WELL AS CWJN � Vlov � ! �/ ((�� \U LINK FENCING ALONG iCE. }iYTRF 1I_ ��IFIIIF F F F F F r _ - - _ ti �\ \ I 61 LEGENB; CONSTRUCT MIS STAGE REMOVE THIS STAGE �~ ,,. :-.;— ` s -3\, ( \. •� % '. tl-._� l� tY 5 S � - _ I I I AAINLI(JE iIUC� : I ' �S l Y � ( I A �� I-� �' � � O1 1 STAGE CONSTRUCTION WORN AREA -�. �'] t�YFy' l � .I W 1 /� 4 \� / ty., I,.�n 1 L;( }'• 111 E I SIDING IIRACK F � _ � � �I ice, 1 1 V I ) � aLLl � _ I�� A __ I �- 1. STAGE CONSTRUCTION PIANS SHOWN ARE SUGGESTED ONLY. CONTRACTOR TO SUBMIT TENTATIVE STAGING PLAN TO THE 1 �M1 f � �Nr` � +J� .p 1 r� . I C �yF_�TiL�u� _ — _ - .�� ci*: I I�y"�J ENGINEER FOR LAN SU EI 1. SEE DETOUR PLAN SJEETS DE—1 TO DE—4. SEE TRAFFIC HANDLING PLN SHEET TH-1TOIN-4. �-I „1M 11111Er i l DTII\ v I �- 1\ �f� i �1 1 II I " L i I o _ ��(ILTtti71 µit �1J7ui'JGrft!�IJI �fl }I'N�F . 'tIt ��,, .111E _ ` \- II7 _..l - f Ir,� 2 1 E ML�tii— ��LKk ti 61 I l YI FI i d : li�.l I Y I cI_II N - �'i. ,�tLM1a,.y. PRIF DESCRIPTION OF REVISION DATE CITY OF RANCHO CUCAMONGA u III UYOUT STAGECONSTRUCTION CONSTRUCTION STAGING PLAN Irr lI (� `i-r--`I4I� i��i�.Tfuurum,el-f`��IIiT� �1I ��)( -=r t (.(lam-_ 111 �, �1•'�lj)J��j�J.Llll� U /lCi ( kll�7{{��J�' --_. _-___.-__ a 1 �Y� 1111 1 I. h; F �:` k [ I- riles iih 1I� YI IJJ� I ... STAGE 3 HAVEN AVENUE sEPAlunoN DATE: 5-14-08 1 1 — :r`� TNI (.'ll lil'� II IIOI I � �'>Ei I Y i I-�. ( — I:I Ifllh 111.1IViI + l l l 111 f 1 1 i IEY� r y1+ i APPROVED BY: Cltt ENGINEER • RCE: 421riE COMM wr. l Fular: ac auwoeo P 4 mfi'TRi OInYnil Etj�t1 YL�"b �I `s _. .. ~{rl yl �I /L III 1 1 J I� .,! 1 11� I I 11 :I� I r j% SCALE avnWsoN v+n. 2020 c R smmi fiu +W 02705 37 - }I[ �.. 1 III I" I GR4PHIC I 1 j NO SCALE �I % � y N1� "o.2FsoN aT 144 _ 68(�{ cx¢um I � iy�Y- (� 0.0.E NO $� 0wwn5C•5 K: \Acatl\Gheet�iles\se-3-i.dwg Jul 25, 2000 - 9a OEm - i�� i�JI?� ��I � TIl ':-� �.�—.-- _� xwrws Dore z6 -a8 ,2 no n 777 I I I /\) 01( a - 1 V \ -.A.. _-_ Cl '!i- 120 -_i v� ( ,_ T REM ONNC STRIPING j 0� C TIN W -� m DETAIL 3� Z n TEMPORARY CRASH CUSHION- ARMY RRI 11 60'"SHIFiI )YPEN (L)� N/G-TAPE UR i� DETAIL 2I O _ ° ai atROW ` 0/L) VY \ _ _\ z — _ _ _ _ _ — J - 90,SHIFiIN_EiAPER a �Op _ _ _ NPE DE'Tal 384 .a _ Lu ( LT ) __ AR OIYr R - __ -- __ DETAL 24 - - -- -N - ARROW - N --- - __ - (Wp - - -3 IB ARROW - - (I1P)N _ -_- - - _.4 TOTAL ITP.) _. I� _. ]8 p0 ...- _ P9 pp of Jp - W 32 00 - a op Sd -.._ -.--_ -- JT pJ Op -0s pp DD .._ -aa -____ N -_= 79 } _ N ___. W21 19.k --- - -. _ — - _ --•` _ _-- W9-2(LTZ- •-•WIJ-I(30) _. _ _ _ _ -- _ _ _. "^ : 1 90' NY TAPER -- TEMP WRIER -- P -_ _ f TEMP_CyLS'_G SHION wZ W20 -I _____ __DEWL 27B-___ __� �/ PoST TUBES \ HAVEN AVENUE HA . 020 FT ARROW PANEL' - mn g N. w z --.� _ I __._ - �,J - — R9 J R9 -Jo _' IF g I 4 _f x » CONNCRNC CL STRIPING IF NOTES �I. I. INIERSECTGN TO RETAIN OPEN AT ALL RUES WORK IN - - '— - INTERSECTION TO BE COMPLETED ON WEEKEND DAYS ONLY, AT IMICH TIME ACCESS TO 7TH STREET ALAY BE RESTRICTED. LEFT - TURN LANES ON INET AVE. TO 7TH STREET TO REMAIN OPEN AT - - - _ W ALL TIMES, EXCEPT DURING DAY CLOSURE WORKDAYS. 2. SEE SHEETS E-5 AND E-7 FOR TEMPOALS TEMPORARY SIGN 1L�I /J UT A AVENUE _ !I ! LEGEND Ie 1LLI II STAGED CONSTRUCTION WORK AREA �� PORTABLE CONCRETE HAIRIER (TYPE 60K)-CALTRANS A634 RE _--- - — - ~ L CONSTRUCTION SIGN j T• HYPE II LNRRICADE (14TH SIGN AS SHOWN IF APPLICABLE) DEPOT DRIVE WE III BARRICADE (IVTTH SIGN AS SHOWN IF APPLICABLE) • J6'POST TUBE 32+W 14+00 :2FW o° U OWICK KURR OR EOUNALEM IJ+Op 16+00 �I + I , m p J T 1 l� NOTES C9 90' NY TIMER TYPE h RT ( ) i. REMOVE LONFLICTNG SIGNS PAVEMEM MARKINGS CHANNNEMZINC 60' SHIFTING TAPER _- OETNL 24 N I h ARROW (RP) _ \� I L .J I �` LI O DEVICES, SHNEEiS DEN I TO5 E-3 FOR TEMPORARY STIR LIGHTING. on LO �W20 POST TUBES B 20 Fl`- _ 15:1 TAPER-- - -"- - — - '- r---- _ 1. - ) I -_ J_I(JOf_I ff 1 I 03 -____ ,46 0 - . _— -4p 00� -.-7 50 OO a --J-420-1 W2-2 _ _ _ _ __ —� - V4-0 —' _._ _ _ _ -- - 1 --- - DESCRIPTION OF REVISION DATE APPv➢rrp --- 101 TAPER- k — 7448-� - a I IiG—� J n --- CITY OF RANCHO CUCAMONGA - "DEDU � L 3 �� -- _ __.� _ - - I –IF _ .--- . REMovE Go No STRIPING — TYPE N – – 1 �, HAVEN AVENUEUN TRAFFIC HANDLING PLAN � �U (R) W> a ARROW Ee ± DETatzi b W DETAIL 27Bigi „ �_ ,, - " _ _ �-__. ,/J ' _ _ _ _ -,_--- _- - 1 RIW STAGE 1, PHASE 1 III AVENUE EPARnnoN 02hjV II G' 2 fF. i JJJ APPROVED BY: DATE: CITY ENGINEER n �. RCE: q->LG6 III *¢ +s Ti tJ D -i f \ l) '� ,� 1 A RR R/l4 .b.o i < p GE9GN PVN PREPARED TA p PECO VENOM GRAPHIC SCALE `D�q ccnuvaa�' /J 0 • X5 FOO aaRN.vnrr ., 0 - o v \ L ESVI0A1 FIRSTG SullE 4W 935lPEET DJ�IfMV6 .38 E (r) G 7� (IHEEET) TxECxm - RCE HO !$Y GPAmxGHO. K:\Aced\SM1Det_Flles\th-I.Lwg Jul 10, 2009 - 1:51pm 11ntl'" 441'_ nsAanf G ae�eF n¢ HD TH-7 777 K: _) CI_d_i F \� . ( ... _ - 15 BEONEATORS ® 5 FT IIINN 11 D _ 278--e MODIFIED SIGNAL Ba SEE SHEET E-6 — --- - i.J (RO — it —_S47+66 — — — 48+00 — v — H9+LA0 L2 / j I -- -- TAPER --- - - - 60 BIT T r IH4' APPROACH TAPER ---.... /_ /�' j OETNL 8 WI tz >- ' ETNL 178 u j _/ `.9M4 -8p - .. - _ - _ ETNL P%�� EIII27B/.,/ - - _- -— _-� - - - IIYPIEN(F).. �_. -_ -- / / /-4 RIr 2-- /�__ — —_ _.- — ___ _.. TEMP PNONC (TYPC K) _ _ _ p OW r _ / _ WI LT)/ 0 OETN 21 ARROW -J 00-- --_ 7 Oo dem _-_ o __ — ___ T __ 00 50% 6( U W1 RII 2 s 6(LT) 2 WlJ 1(40) R18-2 on . — — =-.z RI8-2 --_ _r . _.--__ / - _._ _ _ _ _. __ L� -DETNL 37B DEAF 8 - _ _ \_bz /� y \ _ _ _ _ - -xa- `•I' '/ DEllNEAi0F8 _ _ _ _—__-. REMOVE CONRICRNC STRIPING o BEGIN STA J6+7DEIAIL 4 \�y RAl)� ` END �A JL 37B DO PD Fr R/W HAVEN AVENUE I�I f ¢ I T a/w-� _ DETNL9 _ __ _ _ _ I��__�__ _ 11 - . --r WE N (L) A -- --- ----- „ lIl ARROW (TYP) - II Zs gzs .R� W /-ME RRnY. 1( J II �R/Iv u L R Y RR R/W m \ Z) Ill O .! Z I' mm m Ij I I a R -k RAILROAD - DETAIL PI8 1 F1=2 ; DETAIL P7B I �TI - O 2 i3 i VDErNL278 PAYFMH4T NARNINCS < yyINNER CURB j o xCURB h V1 OWICK CURBR3 SRT Q I E L=100' MIN m WJ rSiRTIWIOEiL 200' MINI-Ra W (I' {NDE L 200 MINWIO-TW � T � , -waehtoo RH B 1 1 r -.. � I U — — — 7IIT g wm� I RBIr B ... IR' -- Fw�--— 2 OETNL 2l> (GRAIL I� I8 h DETAIL x-c-PAVEMENL6(ARIN 0 I yROAD -- - \ x x-PAVEMEM_MAFKINCS N y TEMPORARY PIABIIC RANNC 1 \_ TEMPORARY PV51IC - - - - iki STAGE 1 PHASE 2 Jul 10. 2008 - 1: J N ti e x " XLI_ j I ON +�11+00 m � X° I MARINE AVE II, _—�— _._,.— __ RAN` rT .° I'• - II Zs gzs .R� W /-ME RRnY. 1( J II �R/Iv u L R Y RR R/W m \ Z) Ill O .! Z I' mm m Ij I I a R -k RAILROAD - DETAIL PI8 1 F1=2 ; DETAIL P7B I �TI - O 2 i3 i VDErNL278 PAYFMH4T NARNINCS < yyINNER CURB j o xCURB h V1 OWICK CURBR3 SRT Q I E L=100' MIN m WJ rSiRTIWIOEiL 200' MINI-Ra W (I' {NDE L 200 MINWIO-TW � T � , -waehtoo RH B 1 1 r -.. � I U — — — 7IIT g wm� I RBIr B ... IR' -- Fw�--— 2 OETNL 2l> (GRAIL I� I8 h DETAIL x-c-PAVEMENL6(ARIN 0 I yROAD -- - \ x x-PAVEMEM_MAFKINCS N y TEMPORARY PIABIIC RANNC 1 \_ TEMPORARY PV51IC - - - - iki STAGE 1 PHASE 2 Jul 10. 2008 - 1: 4lrFOUND 27B W ICK ` WIDE. LB200' MIN) STAGE 2 ;,/. GRAPHIC SCALE N @W♦♦AW(♦YI�IRltalldA`"J-I?SPF:Y'iAIX><RN.n.R"[..tlCtt5tSJAYXPoJS1iAD`SR (IN FEET) ♦♦Srtl♦♦0&(♦I �� H9HIIW.IttSAINM- LEGEND ® STAGED CONSTRUCTION IVORK AREA PORTABLE CONCRETE WRIER (HYPE 60K)-CALTRANS A63A -� CONSTRUCTION SIGN �Tf• TYPE II BARRICADE (WITT SIGN AS SHOIVN IF APPLICABLE) TTr ME 111 BARRICADE (IV@I SIGN AS SHOWN IF APPUCABLE) • Jr OWNEATORS QIWCK CURB OR EQUIVALENT NOTES 1. REMOVE CONNCTING SIGNS, PAVEMENT MARKINGS, CHAIVI ING DEVICES, ANO DELINEATORS. 2. SEE SHEETS OE -I TO DE -4 MR DETOUR PIAN, PROI AND i1PIGt SECTIONS. ' J. SEE SHEETS E-1 TO E -B FOR SIGNAL ANO LIGHTING PIANS. DESCRIPTION OF REVISION DATE C" CITY OF RANCHO CUCAMONCA APPROVED BY: Cltt ENGINEER 061CN CHECKED LAYOU TRAFFIC HANDLING PLAN STAGE 1, PHASE 2 STAGE 2 SURE IM ,7,1 s J N e x j x jl m � I 4lrFOUND 27B W ICK ` WIDE. LB200' MIN) STAGE 2 ;,/. GRAPHIC SCALE N @W♦♦AW(♦YI�IRltalldA`"J-I?SPF:Y'iAIX><RN.n.R"[..tlCtt5tSJAYXPoJS1iAD`SR (IN FEET) ♦♦Srtl♦♦0&(♦I �� H9HIIW.IttSAINM- LEGEND ® STAGED CONSTRUCTION IVORK AREA PORTABLE CONCRETE WRIER (HYPE 60K)-CALTRANS A63A -� CONSTRUCTION SIGN �Tf• TYPE II BARRICADE (WITT SIGN AS SHOIVN IF APPLICABLE) TTr ME 111 BARRICADE (IV@I SIGN AS SHOWN IF APPUCABLE) • Jr OWNEATORS QIWCK CURB OR EQUIVALENT NOTES 1. REMOVE CONNCTING SIGNS, PAVEMENT MARKINGS, CHAIVI ING DEVICES, ANO DELINEATORS. 2. SEE SHEETS OE -I TO DE -4 MR DETOUR PIAN, PROI AND i1PIGt SECTIONS. ' J. SEE SHEETS E-1 TO E -B FOR SIGNAL ANO LIGHTING PIANS. DESCRIPTION OF REVISION DATE C" CITY OF RANCHO CUCAMONCA APPROVED BY: Cltt ENGINEER 061CN CHECKED LAYOU TRAFFIC HANDLING PLAN STAGE 1, PHASE 2 STAGE 2 SURE IM ,7,1 s C� �iCyI llj'� -i II I - 11h9 in Itll 1 {J{ t lf r - RR�Y Z-w� • ( I VVV A 3 4I ..,�a � K ~ U f 2 m�l- e g �I I m A, RIN --------� ��o I / w uaoo x400 ts:Do ! Ifi+oo '7 c= `+ C) llY IPINC^ ' REMOVE TEMPO pg� / _ — — / t I y h I i ) f rr.-v _V`4 A Lu J [ C.AIi t�Y'� �l I A' - � e FFFF .. µ Li ,.. w1 CQ LLI /� -- — POST NBEB ®PO Fi+. —_- - � J o + t an •�• - oo" • i �3 Oa�'o� a a - rl ....--..- ILA—I Y w J - _ - y y ILL ^i: ' / �RJD �� - - ILL �NA'VEN ENU ` _,- _ cLetr ( �-- (' " -' — �' fI rte~ �[- s ��u — ALL ILL JN �� ; �,'1 fill - , , I�� I _1 s i LEGEND .ZI W� � ❑ ��^ }� ® STAGED CONSMUCNON WORK AREA AGE I _ ] I (. i - R1IV - - -� S Vl m (t C 1�__ ( /) J ME IRUCDON SIGN �m TYPE 11 BWRIC90E QVRH SIGN AS IMIRICIDE SHOWN IF FPPIIfADLE) ,- \ I -rrr TYPE III ORIN SIGN AS SHOWN IF APPLICABLE) — r �TCE A Lo • 36• POST RISE �� C - _ V \ \ \, • I! I� _^. REMOVE TEMPORARY STRIPING - NOh3 PAVEAILM A4WKINCS, CWWNNEUZINC- - DEVICES, AND DELINEATORS.NS, W - - �\N�� y 2. SEE SHEETS OE -1 TO DE -3 FOR TEMPOPARY STREET LIGHTING. c� ` / l " - I xrz-cam_ - < • >; _ ..— - _ — ._- J -•-` i , S 6 00 Y' 6To0 - 5-D� .. 6 I ) l l l / l _ - , I •x -__ A .:. 6116D L •o • '� _ VI �wN A' OST NBE5 0 20 FT REM >fMPo�iRfPINC - _. __ .-�- G201 I - I �- _ 7 JR A10VE Ai A DESCRIPTION OF REVISION DATE xypp�, HAVEN AVENUE - - - - l ,\. CITY OF RANCHO CUCAMONGA;, J - LAYOUT - - I STAGE. CONSTRUCTION ?TRAFFIC ro - S HANDLING PLAN e0fCjA0t� STAGE 3 JJJj I L l_L "L yAPPROVED y FLIVEN AVENUE SEPARATKJN W 6Y: CRY ENGINEER DATE: RCE: 421976 "tom,('\�J JNN� I} GRAPHICSCALE IW DESIcx PIu1 PREF'JI REM ESD 2020 nRs 70 EEr so11E Q1vNA= surto w u Duos sx oo ^°Ir 41 OF 1441 - (IN FEET) (]la) 55 6 LHECKM -' ��{p PGE Ilr y DPAMNG 110. TH4 K:\Acad\Sheetliles\1h-4-CwG Jul 10, 2008 - 2:03Pm - awmx UAW -1 -oF n¢ xo _____ � � - --- - - I - i f1j - I I I 0 0 1 0 (:3,4- !1!1!1 r. 1 -r rn BENCHMARK: I � C5 (o 0 . I I la 1- 1--L-r -- . 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NO I 1 inch = 4(ft. � 11MUTS - DATE 7-41-0S FILE NO DE -2 ' I I L K:\Acad\Sheet-Files\de-2.dwg Jul 10, 2008 - 11:09am I I 9 220 w v l:op HORIZ SCALE. 1 "=40' VERT SCALE. 1 "=4) 1 w 0 K:\Acad\Sheet—Files\de-3.dwg Jul 10, 2008 — '11:40am DETOUR 8 Wi — EDGE OF PAVE ENT 0 "j a-) 0 0 600 Qs o0 0 0 0 +N It 113 LT LV c"4 cr_ DIU— CO 0 0 CX) Q) o�, +N CL �� !�,x GRAPHIC SCALE Z 0) CL o 0 -t 0 + Lci 0 C:5 U-) + + n C'4 7 T_ 4 10 0 v-- ro 0 +0 N , (o co + 0 Lc) Lo 0 co C'4, 0 + + -7im 0 60 o r - (D Lo + 1125 z 0 LTtr Q) 0.46 DETOUR B C GRADE (c) Q) PROFILE 100, VC P/ = 1134.01 L L0 74 -old. 03% U` L T IM I 1jo If C3) Q) Q� o) c) r< Q) Q Lo (6 + CN c/) Q) Q) cs) -14125 f DETOUR B EAST � 3326% EDGE OF PAVEMENT (z Z 0 Q Ll 0 0 n 1-1.3 0 LU Lo ORTtr 0 Lo 0(6 +N 0, �� o + C'4 L-0 Lri + C'4 0 w v l:op HORIZ SCALE. 1 "=40' VERT SCALE. 1 "=4) 1 w 0 K:\Acad\Sheet—Files\de-3.dwg Jul 10, 2008 — '11:40am DETOUR 8 Wi — EDGE OF PAVE ENT 0 0 6 N Lo OC + 6 0 "j a-) 0 0 600 Qs c� o 0 7 0). 0 n + c"4 cr_ DIU— CO 0.) x Q0 Q) 0i CL 0 0 6 N Lo OC + 6 "j a-) rn Q) Qs EXIST GROUNn — Q) N-) cf) o"' cr_ PLAN REPAIRED BY: 7 ESsi T 0.) x Q0 Q) 0i CL 0 0 6 N Lo OC + 6 AIIIII, 0I b,z+oo 63+00 -777- �J rn PLAN AND PROFILE DEiuUR LAYOUT EXIST GROUNn — MOM 59+oaoo -11-u" 66+77.,54 HA VEN A VEN UE GRAi, E SEPARATION cf) L" I No cr_ PLAN REPAIRED BY: 7 ESsi T 0.) x Q0 bi Na 54730 E12/1 CL �� !�,x GRAPHIC SCALE r Lo 0 00• 0) CL 0 C� Lo 0 "4- 00 r� - V_ ro ;ZF 0f'_ 0 C:5 U-) + + n C'4 7 T_ 4 10 0 v-- ro 0 +0 N , (o co + co AIIIII, 0I b,z+oo 63+00 1125 If K1120 1%T rD A URVE-DAI A -777- �J rn PLAN AND PROFILE DEiuUR LAYOUT MOM 59+oaoo -11-u" 66+77.,54 HA VEN A VEN UE GRAi, E SEPARATION tx L" I No 0 . 00 PLAN REPAIRED BY: 7 ESsi T 0.) x Q0 RSLAWON Na 54730 E12/1 0 L p 0 i �� !�,x GRAPHIC SCALE 0 O -It Moo r- 4 j�! 80 161 40 0 20 40 1 AM OF JAM DRAWING NO. CHECKED 0 Swum 000 Lo + ro 0 + 60 o r - (D + (c) 0 0 100, VC P/ = 1134.01 L 74 -old. 03% U` L T IM C3) � 3326% (z 1125 If K1120 1%T rD A URVE-DAI A BENCHMARK: 1" ROUND HEAD BOLT IN CONIC CURB STAMPED "SBCO BM 01104" AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN AVENUE, 1 FT EAST OF BEGINNING OF CURB RETURN. BM NUMBER — 10030 ELEVATION — 1160.201 R A %..11-IDWAY CONSTRUCTION NOTES 19 5.5" AC OVER 6.5" CAB (TI=9) CITY STD 100—A wig I NOTES: 1. ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE NOTED. 2. SEE TRAFFIC HANDLING PLANS, TH-2 AND TH-3, FOR TRAFFIC RELATED ITEMS. J. SEE REMOVAL PLANS, DE -5 TO DE -6, FOR REMOVAL ITEMS. 7, X� -777- �J AM -1W Z' PLAN AND PROFILE DEiuUR LAYOUT MOM 59+oaoo -11-u" 66+77.,54 HA VEN A VEN UE GRAi, E SEPARATION tx L" I No 9 PLAN REPAIRED BY: 7 ESsi T 0.) x Q0 RSLAWON Na 54730 E12/1 0 L p 0 i �� !�,x GRAPHIC SCALE t, x SkET j�! 80 161 40 0 20 40 1 AM OF JAM DRAWING NO. CHECKED (IN FEET) Swum DATE FILE NO DE -3 BENCHMARK: 1" ROUND HEAD BOLT IN CONIC CURB STAMPED "SBCO BM 01104" AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN AVENUE, 1 FT EAST OF BEGINNING OF CURB RETURN. BM NUMBER — 10030 ELEVATION — 1160.201 R A %..11-IDWAY CONSTRUCTION NOTES 19 5.5" AC OVER 6.5" CAB (TI=9) CITY STD 100—A wig I NOTES: 1. ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE NOTED. 2. SEE TRAFFIC HANDLING PLANS, TH-2 AND TH-3, FOR TRAFFIC RELATED ITEMS. J. SEE REMOVAL PLANS, DE -5 TO DE -6, FOR REMOVAL ITEMS. 7, X� -777- �J AM -1W Z' PLAN AND PROFILE DEiuUR LAYOUT MOM 59+oaoo -11-u" 66+77.,54 HA VEN A VEN UE GRAi, E SEPARATION tx L" I No DESIGN PLAN REPAIRED BY: 7 ESsi T 0.) x Q0 RSLAWON Na 54730 E12/1 0 L p 0 i �� !�,x GRAPHIC SCALE t, x SkET j�! 80 161 40 0 20 40 1 AM OF JAM DRAWING NO. CHECKED (IN FEET) =111 go -Ell I" DESCRIPTION OF REVISION DATE CITY APPROVED: I— CITY OF RANCHO CUCAMONGA PLAN AND PROFILE DEiuUR LAYOUT MOM 59+oaoo -11-u" 66+77.,54 HA VEN A VEN UE GRAi, E SEPARATION APPROVED BY: DATE: -7 RCE: CITY ENGINEER 4,11 X9 DESIGN PLAN REPAIRED BY: 7 ESsi T REG ENDED a RSLAWON Na 54730 E12/1 DRAWN *. 2020 EAST FIRST STREET, SUITE 400civ SkET BSUWSON SANTA ANA, CA 92705 CF C (714) 8p5-6886 AM OF JAM DRAWING NO. CHECKED 4, 54 RCENO 7.10 ... Swum DATE FILE NO DE -3 go -Ell I" % wol 1.4.. - BENCHMARK., i' ROUND HEAD BOLT IN CONC CURB STAMPED 'SBCO BY ' 01104' AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN R/w Lw ICE f OR ME - f AVENUE, I ET EAST OF BEGINNING OF CURB RETURN. u• a• BM NUMBER - 10030 - EP Ep Tp ELEYARON - 1160.201 /1 VM16 15' VAP16 28, TO ]6' 29• TO 36' - 5' MEL 12' IP IV 12' 2' 5• 2' � FUES[AGNl :\ LAO VF L)F x AW.LLE �ERN SWIE 21 2 l SVfE0Yp TI ASF SL �FRN q\ / S DETOUR B DETOUR B STA 57+30.00 TO STA 61+66.52 STA 57+30.00 TO STA 58+27.96 f .UM dG RE f 11' P m6 2' 12' P min EP F5- 26' 25' - -12' 11 11' 12' P ' Z' OM1M ��nlR SAY 1.l 1.7 1:\ aT 1 1'mn ME MPIA479A 1•mm p0.M � I.JF Y\ - I.IS 7:1 TEMPORARY 87H STREET a ROADWAY CONSTRUCTION NOTES O mU w STA 6+90.00 TO 8+0530 2,4 21 2a SLOPE p U 6.5 AC OVER 5.5" CAB (T1=9) CRY sro 100-a DETOUR B - TEMPORARY RAIUNCUIPE K) CALTRANS STO PLN TJ STA 54+29.22 TO STA 57+30.00 NOTES - 1. ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE NOTED. 2. SEE TRAFFIC HANDLING PLANS, TH-2 AND TH-3, FOR - TRAFFIC RELATED ITEMS. J. SEE REMOVAL PLANS, R-20 TO R-21, FOR REMOVAL NEMS. f FM M LOS f 41 EMET .PoNYAr 6' a' EGH ROADWAY Ey Ey - 26 2s• 5• 12' II' 11' 12' 1' NFa ZINE CAW IME 5ry - It1iCN CP/IES YMIES YAPo6 YMRS ?I R? YA o ME S0`W!ATOR YMIFS � -/.)S N /.n {J�' O0. PDX N /.)l 71 —MET — ` — — 2i M 0.W' 2' FSLOPE SWIlf 1 2• F/AMERLI SµyF 1,\ O 1:1 SLOPE 21 51CYE HAVEN AVENUE DETOUR B STA 40+77.74 TO STA 44+40.00 STA 52+58.98 TO STA 54+04.22 STA 63+2732 TO STA 66+95.00 _ R/✓' 0 TCF q . 61, 26• 25' _ DESCRIPTION OF REVISION 0.42E irveartm ' I. IT IP 1/' 12' 1' CITY OF RANCHO CUCAMONGA SH fessi/y, TmoIL sErnoNs ME PA TOR " E P. DETOUR 8 ,WAWE ZA 21CULPE.exs6YEY1 UMSEEFx WANS <P�4 HAVEN AVENUE SEPARATION '. APPROVED BY: / = DATE: A-14"09 ' CITY ENGINEER RCE: 47.166 DETOUR 8 STA 46+24.06 TO STA 52+58.98 _ DESIGN V , vxm m m Zt 92205Um OIU'M1 2020 LAST REST STREET. SUM Ro.WSCH STT I"4 ee cxErxm �It= xa-�7M K:\Acad\Sheet-Files\de-4.dwg Jul 10, 2000 - 11:24am SN9L115 067E 7 -//-OB p¢ NO % wol 1.4.. - BENCHMARK: I ! VI� u��, \ / ;per 'a � ooa �) Xm 1• ROUND MAD BOLT IN CONC CURB STAMPED "SSCO 9M 01104• AT NORTHFASi CORNER OF ARROW ROUTE AND AVAEN AVENUE, i FT UST OF BEGINNING OF CURB RETURN. /' J h 70030 BY _ ELEYABONR 1160.201 ft h I XU _ X� ILI ,r,[ //� I� I it _+ Im �> .� f 1. _ �I� it ) tz II r` , I,� 11 rIca WE 1 ��Z�" it l ��I�',I o� w a X27 ' �� w� _�Y�,_� �I I, I �1U i s�= � i`'�r��2� � i ,�,,� , ¢ i cn r � L y - m �1 ^� m U I _ � << �I y / I� I� -__ r -- i.l C u'. J 14J+4850 4� .1-J �- 'iy�- u W NALEI+�''� �(—�/_� *' 5xo A§",•.fi � 2. xNt.1� `Yi 2 ! j Q Q /�IL. —_moi ,w/$'� BEGIN W OUI &R W -- N _ v.t%/._\ -� ,4 \ Li? _ --. '_x#�+0500..3Z' 4,lrl_ �Iql (AVE} H4VEN�AVE �/ 06 VENO fly;' SEW Ui 4E/A / R4k __4Tio '44 BEGIN-REMDV£YA TEM `�- �ECIN S11LCUl ,: END SAW CUi - 1 / BEGIN EMOVE PMR END REMOVE.PMR -' All _AA _ _-_ SAW CUT / S41v A BEGIN SAIV.CUi t^/p 1f7�8EM0�L25MT BEGIN REMOVE PM✓! - - OI J 4TY"l� 41+00 - 42 00 SAW UT T1 t t}"..1n 3 3i0 t • ..__. ._ .- .._, a.a '^AMD MOM '4GFm'x`rl ti ram *3rc."X^`3" (i`iw(Fs _ _. .L _ 39+0D111- 4Q1 B.•S�LT RT T �S xvi:_ �� _-. �i, END SAW i :SIW-CUT _. -BEGIN S4{V CUi\ _ ENO REMD PVMi�I -_\ -- ___ -_ I` 44+ 060 B6 EN R MOVE PVMi BEGIN REMO CUT -� - �...... Eyp�gq Ri �� SEND REMOVErPl ' - BEGIN REMOVE P Mi _ _- - ._ � I � -- i@ N All- _ X0, REMOVAL NOTES I REMOVE 6 AC PAVEMENT ( '6i9 / \� �� XoX� 6+9U.OD iT K)` 1 1 \ ' I BEGIN SAW CUT A END R�AIOVF PVMi 11 00 12XLT ! I ggIVCUi o. , END mw CUi II I 10 REMOVE IEAIPORARY STREET SEMOVF Pl'AILj - I X � � LICHRNC tE�D X � I REMOVE TEMPORARY STREET III h,��Ik ��I UGMMG CONDUIT I��I ( !' 111. 1 Z�,] IL II4 r ?/W V l .i RR XEi Xo Z NOTES: Ali J i. ALL DIMENSIONS SHOWN IN FEET UIRE5S OTHERWISE NOTED. U X; �� Ili ��' 1 �1 ClI �u>" �,o Qto I �I 111E Q Cp W C 46+3Ai 52.3�(LT YU /� \ Xo 51+5255 2T LT BEGIN IV CUi } / 1 5T+5255 111 \ 4]+223] 4]+81.92 22' L II _J� <PRESER✓E FOF FlNAL FDAOWAY I .. - 4 6] 4Z8] T 1 } < I .I� / I I i I' F Lo I 10 II O ENO S4W CUT ,�♦'lh (� l f ,-, ) / -- - I I V \ L- 1 1I I W - - _ - - _1 �J_f LIJ 17`3 I�, 'i W i.0 d1T" 4 .¢'' E` m? w >e .+@ ?,. 3 ILI "% 45.4D'�y 3 j•• i 49+00 49+00 6d+00 51+00 L 1 r ? E5dpo P SS+00 C.. W f;? Ip t., r viir(t t 10 ` T�',`.3 - ?',�tA.'iy°{ `✓0 +v*'.i �",�x'-'. .s s-• _,s -uc�. ..._ ., ,»_:. ,,..=1 .. ,ra 1-'?_ — _— --- �1,�ie� o -. ` 4]+6].91 -'� — / 1 Yq - - 1 __ -- _ _ __ DESCRIPPON OF RENSION GATE- wPxo-rtu: Imo' ��—� ` �� I `�lVES f T CITY OF RANCHO CUCAMONGA W - % / o X� y 4]+T2J]�C•RT�_ �� mm ) + : UJI/ i oR prEss 1 0 REMOVM PUN Q o `--moi"� u� ..._-, - -_ n _ J i s�rnrt x_ < `t '�.-.«'„ _ x S _l T om` LUT OF RYDV/1 �..,.,>r S-......�.,y�,.T_ FJ :�`.;- / I tv� J� _ 4Ta /y `ti'`ti-ti+. '1 _ _ - ��o AVN �� _ IJ � DETOUR B _ _I/ - FROM , STA 35 00 TO �55 50.00 / i o rlrar. --L = r/ - '-- _ l — "FaFcauca° HAVEN AVENUE - " / �_ / � �� u ' /I IAVEN AVENUE �� I ( �a.� a -,' -00 51t APPROVED -� Lj�+00 —_- .`54+ti - -, �j5�00 `� C{IYR 52+00 - RCE: ¢2156 5Q i / ..-q _ rI, T _ 2 _.. cf _�__1 'tfit1� 1<- __ C .'ee f- ., _ III i! ,f _: .- _ iT'_" o�Ir.M. _._ 1� -i GRAPHIC S&C E ITPVgnEO W. P� �. URS DRAWNSoto Dsr Rqsr smm svnc 4aov k NV. a 92705 tD piq ss-5eo�_q.CE. NO 7K:\Acad\Sheat_Files\de-5.dwg Jul 10, 2008 - 11:27em I"N" "a ewvne arc O'iT'� 0¢ NO BENCHMARK., - - I" ROUND HEAD BOLT IN CONC CURB STAMPEO •SSCO BY III ,� /� / }•` --' h > II I ) ROUTE AND HAVEN 01104• AT FTR F O CORNER OF OF AVENUE. T Ft THE4 T BEGINNING OF LURE IDE AN. ' �� - C '• - j - BY NUMBER - IOOJO X -- Do 3 IO G NJ BEGIN SAW CUT s� p xm ENO REMOVE PVAIT EN05AW CUi rP�VAIII ) 1 h s I� �BECN REMOVE- W � I p I ,2 ^h t 7 9Y I L Yi I i— J i'v )tJ�/�E I 3 ] 1 " 61'00 r r3J T O U ,Tay „eTS 56+00 t F 5I+00 ? i 58400 69+00 60+00 1 k ,+] p 1— 1 tat I: 8 �i'wsL J c -Z. h #xxx s�wlcu° DETOUR W c -?_..r l_ { .,1 �.1 e. C W,v;yk..l.".�-v-i-'� — _� i—'.i.-. Ln 11 m L oG o Wcj�� Ey _'/ / I✓ _SIV - Q / / — / x \'Jr.- .- HAVEN AVENUE O�� r F00/ 1(5T-00 �' \58+Do '- 1 59;00 Xo —4- 61 xm Lo i n _ ROADWAY REMOVAL NOTES 1 �I ( \� REMOVE B' AG PAVEMINT CA ))) SAWCUT 10 REMOVE TEMPORARY STREET LIGMMG \ _ / �1' \ I I I % I ] i REMOVE TEMPORARY STREET LIGHRNC CONDUIT ` I _ �_ • ..�� I A /'- -1 NOTES X� xo w xe o %�' / �I III, I. ALL DIMENSIONS SHOW IN FEET UNLESS OINERIVISE NOlEO. W m — - Y1� U41-� V / ._:. ( W �:= J oC I v I1/ W Vady-00 4 �p 11/."P �I I� t �� xo l _ _ Q t m¢ �� S t S i 5 P{ A� [ :. vs n I ..� oxl N IJ ) l iYYV- X a n LL T \ Q W I— B, DD �' CIO co IEk 4.� „ry y» �' + m } .7 •i630] 4 71'- TVA ix 77 A I 4-4 ' '/HAVEN CU Xo ,. �' n .. p 3 ;,,: s • . AVE V i _�� IA1 i— '' ENO SAW C ENO REMOVE - DESCRIPTION OF REVISION DATE �Ppovcv: Q --b3+6S51-44'LT_ fk\ s _ 7A7, — -- f#_REVEN A!ti — A'�J+40 0 44 L 6J+4010 47 LT 3 HAVEN VE ._REIN x NAIEN AVE - / Wim' T-- 70' 71 T -- / / / — . _ - _ xN xT' L -GESS/B . �' F ; yO`♦ 4 ceA CITY OF RANCHO CUCAMCNGA W Q EMOV£ PVAN / / _ x`- srvcu SAI UC, c�` / I t^ v - 65+9363 -Bi Li ENO SAW CUT I �'Ir/�+J+ 5 i -I �' 65+1I W 6+00 SAW 54h3 !' = - REMOVAL PUN f 4/ BEGIN SAIV CUT SAWI CUi GUT REMOVE o = I ENO NMI OD:°^ 6- 0-60 01. - —n, o �1+OQ BEGIN REAIOVFPVAlf6i-o0 65 60 �: m r 62+00 x' ` o N, Jo -,- ,, w o EV" :'" t a `• ...rs a c u i �..� i hi i_. - . ♦, I ♦ * ai9 �'MV HP SOF DETOUR 8 _ _ = 63+2581 75 1\o" ) - _ AV fififR65D 75 RT SIAL EN EN— \ CPtAF�" FROM STA 55+50 TO 68.50 BEGIN 5AW CUT 1 BEGN REMOVE PWT sA_r _ EN0.5AW CUA END REUOVL'PVMI - \\ .._— - HAVQJ AVENVE SEPARATION DATE9- b:-7 14..�- G. CY. >v - - ENGINEER RCE 4-2 6 p EslsFU.QI PREPKiM `.r GRAPHIC SCALE � aMAa 6m w 'U zozo GSE fCASt SIflE£E. SUMtW r"yR,11y ruml swEA uv, nos '^w''A 47 st 744 (IN FEET) ex6 NO. .xo_ !� �''x wELpED(C7 p,PE6 K:\Acod\Sheet-Files\de-6.dwg Jul 10, 2008 - 11:33cm 1EM• a -11-NMS, iw8N5 wEs 7-0/-08 nli Ho DE -6 K: Jul 10, 2008 - GENERAL NOTES: (STRIPING AND SIGNING PLAN SHEETS ONLY) I. ALL DUALS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO WE CALWANS SIGN SPECIFICATIONS, TRAFFIC MANUAL. AND MAINTENANCE MANUAL. REGULATORY WARNING SIGNS SHALL BE MINIMUM 30' ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36' ELSEWHERE. 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING COLOR GREEN NON -PERFORATED UNISTRUT POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL BE 7 x 7 AND OF SUFFICIENT LENGTH TO EXTEND FROM TIE TOP OF ME SIGN(S) TO OEIWEEN 6 AND 8 INCHES IWO THE ANCHOR SLEEVE AND PROVIDE ] FEET CLEARANCE BETWEEN FINISHED GRACE AND THE BOTTOM OF THE SIGN(S). THE ANCHOR SLEEVE SHALL EXTEND I TO 2 INCHES ABOVE FINISHED GRADE AND SHALL BE 2-1/4" x 2-1/4' BY 30' LONG. POSTS SHAM BE ATTACHED TO THE ANCHOR SLEEVE UTILIZING UNISTRUT CORNER BOLTS OR TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO POST USING THE DRIVE RIVETS OR OTHER CITY APPROVED TECHNIQUES. INSTALL R26(CA). R26(S)(CA) AND NEIGHBORHOOD WATCH SIGNS ON COLOR GREEN 'U CHANNEL POSTS. 3. PROCEDURES FOR PANTNG OF STRIPING AND PAVEMENT MARKING AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS: A PAINT FOR ALL DUALS ANO DIMENSIONS FOR TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, MWCD. CALIFORNIA SUPPLEMENT. MAINTENANCE MANUAL AND CITY STANDARD DRAWING 133 PAGE 1 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL CONFORM TO Cltt OF RANCHO CUCPMDNG95 MAINTENANCE STENCIIS. B. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS SHALL BE REMOVED BY WET SANDBIASTNG. C. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR TIE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE CITY ENGINEER. 0. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO REMOVAL OF ANY EXISTING STRIPES. IN NO CASE SHALL ANY SECTION OF TIE STREET BE LEFT WIRHOW PROPER STRIPING. (IN FEU) IA =4X Z u CONSTRUCTION NOTES: (THIS SHEET ONLY) E1 REMOVE CONFLICTING STRIPING AND/OR PAVEMENT MARKINGS. LUn2 INSTALL 100' OF a SOLID WHITE UNE PER CITY STANDARD PLAN 133. J N I n3 INSTALL a SKIP WHITE LINE PER CITY STANDARD PLAN 133. y® INSTALL MEDIAN EDGE LINE PER CITY STANDARD PLAN 133. Q W F5 INSTALL DOUBLE YELLOW, MEDIAN ONES PER CITY STANDARD PLAN 133. T © INSTALL 8" WHITE CHANNELIZING LINE PER CITY STANDARD P.LAN 133. O 0 PAW 12" WHITE CROSSWALK OR LIMIT UNE. N W V Lu n8 INSTALL PAVEMENT MARKINGS AS SHOWN PER CALTANS STANDARD PLAN A24A. co ❑e NOT USED. 10 INSTALL SIGN ON POST OR STREET LIGHT AS SHOWN. 11 INSTALL DOUBLE YELLOW CENTER LINE PER CITY STANDARD PLAN 133. (IN FEU) IA =4X Z u 9220 CONSTRUCTION NOTES: (THIS SHEET ONLY) [1 REMOVE CONFLICTING STRIPING AND/OR PAVEMENT MARKINGS INSTALL PAVEMENT LEGEND AS SHOWN PER CALTRANS STANDARD PIAN A24E • Q INSTALL 4" SKIP WHITE LINE PER CRY STANDARD PIAN 133. Q REMOVE AND REPLACE SIGN AND POST. ❑3 INSTALL DOUBLE YELLOW LINE PER CITY STANDARD PLAN 133. 10 INSTALL SIGN ON POST OR STREET LIGHT AS SHOWN. ® INSTALL MEDIAN EDGE LINE PER CITY STANDARD PLAN 133. it INSTALL DETAIL 27B PER CALTRANS STANDARD PLAN A20C. 0 INSTALL B" WHITE CHANNELIZING LINE PER CITY STANDARD PLAN 133. © PANT 17 WHITE CROSSWALK OR LIMIT LINE. [] INSTALL PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PLAN A24A. BEGIN STRIPING 1f STA 11+76 10 2G(S)(CA) 10 3-1 10 1-1 L R/W —', — R26(S)(CA)10'i 12+00 n 22• * 13+00 14+00 - 5i0D AHEAD e �� DEPOT DRIVE 2, 3 - 0LU c+ _ — _ _ _ _ — _ _ _ 1OR26(CA) � 2 II 00 R1WI 1OR26(S)(CA) Lu '-- - - -- LLI W16' KHA 8 d�V AVENE/E ' - - - 6 - B - - - ° - I vW w 113-. 43+00 4�+IJU o OO 13' U)( W N 4 11' R6-1 9 4 � V - r - - -- 15' 10. VP R26(S)(CA)to -�- Shu 2 7 TYPE N(L)R/W r 100' 3 6 �� -- — -- 1OR26(S)(CA) _---�.-- _ + 10 R1-1 10 R3-5(Rt) a Q -- - U I I e DESCRIPTION OF REVISION DATE°m APPROVE: CITY OF RANCHO CUCAMONGA STRIPING AND SKIVING ALIN HAVEN AVENUE FROM 42+00 TO 49.00 FUVEIl AV£TJUE ESfyARAiION '' - APPROVED BY: V,-� DATE: A-14-48 _ CITY ENGINEER ` l'''S__ RCE: 42166 GRAPHICSCALE .m.. DESIGN PVN PREPMED W. p p RECO �E��Q/Ea - CIVIL \p RCmIIVWO G AfOf CAL1f04' 2020 RST sun sun 100 �y A�49 axmNMn¢ G sne5LjUm OF 144 (714) 5 — (IN FEET) I FOOL A��p N CHECKED fl.CE:fKlyiii a ID NO. K:\Abad\Sheet—Files\SS-2.dwg Jul 10. 2008 — 1:34pm - ns+aTH mm I• S �� xo 55.2 9220 Ill I Ia<o I; r - ° II 'r0 CONSTRUCTION NOTES: (THIS SHEET ONLY) MATCH R NEXISTING P III S, \ > ❑1 REMOVE CONFLICTING STRIPING AND/OR PAVEMENT MARKINGS. _ - -x R i I - - INSTALL 4' SNIP WHITE LINE PER CITY STANDARD PLAN 133. III _ I o 0 m �LTa _'-" Q3 INSTALL DOUBLW YELLOW CENTER UNE PER Cltt STANDARS PIAN 133. INSTALL -I 116 13,l c- DEfNL 2713PER CALTANS STANDARD PLAN A20C -;. r —x�� ft ❑5 INSTALL SIGN ON POST OR STREET LIGHT AS SHOWN. Z- I'• \ r -JIT I rr�I r I +001 1B 11+00 12+00 - © INSTALL EDGE MEDIAN LINE PER CITY STANDARD PLAN 133. I +1 (J Ll` 41 1 10 16 MARINE AVE l )1 o o + I x T' /`I 11 J <y1=1(RT) 5 i I' W14-2 I\ 15 15 U r o ti 1 3802 -- -— END STRIPING ¢ STA 1]+]2 U 4 x L---,--_--_- - L15+00 22'15+00 W1-1(LT) 5 _. _'.�Z�x -- --. _ _ C' (SxI2eDJ WI -6. dl (2)iW1-6. B 13-1 20MPH (2I x - _ R W - - - - — - V 5 26(S)(CA) R26(S)(CA) 5 - 5 R26(S)(CA) R26(S)( �5 - R W 6 R26(S C - x ULJ �\ W14-2 = — _- - - ...1p 2 — :J7 moo- 6 `��u• L h LIi + LU Q + + - - + o + PROPOSED RAISED MEDIAN LU W UJ C 1 Ali o D RAISED MEDIAN d 13 Z — u� I B HAVEN AVENUE___ Lu W�. _ _ 6 ____ ____ — ____ — III — ____ a :_ ____ — ____ — ____ — ___ a ____ — 16 _ (q _ W 7 q z 1; ° i i� W Q Izz (o -R/W -- _- _. Ij 5 R26(S)(CA) R26(5)(CA) 5 B(S)(CA) 5 5 R26(S)(CA) � — — — — 6 R26(S)(CA) DESCRIPTION OF REVISION DATE em MPTPIEp: CITY OF RANCHO CUCAMONGA mlmAG AND SIGNING" HAVEN AVENUE FROM..49*0¢ TO 57+.00 z sa HAV£]J AVFNU9. SEPARATION_ 4 2 _ APPROVED BY: DATE:' ��y.�i / CITY ENGINEER ,( RCE: ¢2156 GRAPHIC SCALE - I m i,, ` ...p ..fey i DESIGN rw P worm sr: �p RcmLIUMD, mmNumaz '_ st CIYIL—TV vm 4 °.y+ S . . FCPl14�P DPANN ]Olo F/5! xRst SIflER. sunE A00 - WRFIUMDEI SARA ' G 92705 50 OF 144 (]14) as (IN FFET) - CHECKIM R.GE NOyssvv 0K.",G IS. 14M- 40. 553 K: \Acatl\Sheel�iles\SS-3.dwg Jul 10, 2008 - 2:24pm - 0.N0R1. mm - me xu CONSTRUCTION NOTES: (THIS SHEET ONLY) �1 REMOVE CONFLICTING STRIPING AND/OR PAVEMENT MARKINGS. ❑2 INSTALL 50' OF SOLID 4" WHITE TWE PER CITY STANDARD PLAN 133. ❑3 - INSTALL 4" SKIP WHILE LINE PER CITY STANDARD PIAN 133. ® INSTALL DOUBLE YELLOW CENTER UNE PER CITY STANDARD PIAN 133. ❑5 NOT USED © INSTALL DOUBLE YELLOW MEDIAN LINES PER CITY STANDARD PLAN 133. ❑2 INSTALL B' WHITE CHANNEUZING LINE PER CITY STANDARD PLAN 133. RS PAINT 124 WHITE CROSSWALK. �D INSTALL PAVEMENT MARKINGS AS SHOWN PER CALTANS STANDARD PLAN A24A. Ni INSTALL PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PUN A24E.. 11 REMOVE AND REPIACE SIGN AND POST. 12 INSTALL SIGN ON POST OR STREET AS SHOWN. 1J. PAINT 17 SOLID LIMIT LINE 14 PAINT 1Y WHITE BARRIER STRIPE 0 10' SPACING RL RELOCATE (0) Q v] HNFEET) lrc . da K:\Acad\Sheet—Files\SS-4.dwg Jul 25, 2008 — 10:38am CONSTRUCTION NOT 9WUIIW91"TATA [IDrqIMUM 04 PC AUFFINTWSr E M[ UNI Rw]CA TOPOF`M RFRMFC I ME ¢'YIPiLrCProLMMFP N mFV[CRI 99x /ll C01Wc YIWP[5 AM 9ARPMW6 M[ r� a AIE npu. Blr WEE Mr W WVP6 w[PF A¢ NV OMp ]Y�rsFIW3 E M WE\ TA UW" 9 m RNTRP P..P9L N9 TRF WPN[IW STALL 6F xCtVift[ NP N1 bWCII N ]KETMtN® w2PrtA EIVM Nf w SRRr W vIR. Ntt 6 G UHC YatE TA� OMmnSC ROPER Fk%WII6 Y+' TO wE vA6 FOR MCA3C. L OMI0.�CUM s TO IVa91 A'4 MULL NNWID W,MIP rO ERf ID[OGNM iP VO -Col. u'0 l]¢ 6 ILA M[ ME cr ¢Aq]P M 116 JR 52 Ow ff[OrG146 F. W IRAN WIWTFULM°N AIL U NDAS DINECAiwc mo VMARICs. FA TONG YE]R NL UP UXAMz I'mon 9Lmurcw q ML RMA 9112 ALL M N PE ]/16' i4LFPoTIPE Pi Xl1EMM10.E PciE HW['m H. ML orlon MOO RE Iwawm TAM A W. ARm-m IwolmL. N TRE RMCI WPPwnR`p ms ARS: w WE CONTRACT r OF RMmu OR SMMUR W FOR COMMIT 1' M9 s' q EFFECT ANTE NP NL ]MIDS OF ML WMK HUMS Is V -r (w6E TAUT BEFOOE f. > COMAla No YMPW wu & COMMAND wwI 4+.W4 TO .mw MM rm 6 mu Lwa PROCEED MmunM OA FOR,RBEX' Al EXPUv5awL rmmMCa wrN THE waMCm STME wrsmciw vrtn RIXR (xwM NFMxFa I. COOFRav+a16. AND AT. IMURNMA MULL amws aVCH TRUMP ED BE A TDI Cam ROPEr FINALRwCE FRONT TO MAgw9N M or, wwr OR Emci m R IAswBE FRONTED RC ra CvnwnoR FOR aL ovn vrs AM STALL iPauu mzlm BOOM CMMnE AFI RRw1m awnL wEw uWRr0. C v9aLL .TRI uMw IE cM SMA rcx .TAO 54w tawr wMFr ua,W TAM PiP V.urs Aw wvq¢ E emAwTA ARN ME mor a mwEv 00.Mf. u. TTA ENC Nan sROMAlrwz arLL CwEwm. muv. aRmclwE gnNumN Axe ma az IEA Wom aw f11VA6. c w wo`su`ixs uwm wmI I: woa M C.ar-MxW M9Es oP AM COImm moan WIamE ExuzolEM. MOMENT ONE nu ME WW{ ME CMNUAI�ON FIR NUI I"YICVRE {E a UM CORN ORIo SPQJCMEi .. T FFzANC, WHOM REWPm, SMU. SE MNTn IN SON A "FOE THO gwUCKE WITH TwrIC. RawNc IID61zW mM1G 1nLL Or QI F v.NwLL M[ ttvn/8C N MW»PNM. Wu.M. OR ORM /UIW9R IHUW NPWGURx AND BOTTOM /CRf➢IgE N ON. Ave4 ALL SVRIMP$E 9WL EE CpOIPSIm OF COUNTS r0 bn SPEOM' AM. a a MrNl PROTECTOR [IMMUNE;CARTER R➢YPm n FEW E6Mm TO FNM. TW On M:TEIc0. - MLOOIr Yx[S RANO WNG[IL IIWA[09f3TMIM3 SNVL EE MV[P 11]T. E Wlm/[M N gPNE SURSMR'IN[ G Eat aNML ELLS WY T0.MN[6¢�TR IM rTRW4 4xOR N a6ruumN. '. a Rtun6 M/ui ® u°J':o¢S LLOETW-0r0 RfVEWITPAC100.M or��os ME 2RM TAPE SwM °ev<Amnrz smcrva OR 24- MOVE INS vw rvw.re . A oPUTTOPROTEST M PRO SME. N MSCx MMWAION W1r WtliY TAM IWL PNWIC MOW`I[EZ EVENT TO DOCEMENTERiWM1YPru Yr[[ R[WREupR r r. MWEEk NL RAn516@Wr IM CCCVA"M SwL M RWRO BY M MYINRta a NECTIMS, ME NVVAD GNOME PC wuK' OR JACOMa r IM W�Ms simxiwEs w51 OE CTAT W.LL /vwNmwrs MRI A. MINES AS SPENDS S"U. COMPLY "Ill CM STAXES RWnNWR B Inm41MI BEIM wmM nlx MNMTL IWL cISW.K6 AM M+RPiU B! IC141154STON MIMMTRS P. u X PRE V)CUM4 OF gAVAvb NO SUNICNREE MIT On QUM M M 9PN ON ME KNEES OWING. NO LRWON PONT THE EtAMM IWUgS y OF Rwnm UMB AFRICA" er M vn iN TIMME. B ALIWL MWCH BE OOSUPU[raS 9wa dWK MOIM OMP IMa6N MUTTS TO OC 11E IRPoMffiIf! OF PR (OPER R. 11. ACTOR IS TO PC 6 NC SRnK6 AW COMBATS ROP 70 SOME PONT MSMUNN M TE AgWrtO OECD � MOLE rTANS. ARw.m mm TAE ELMS AND M A "m CONVINCE - a CWpMVON AND sPEMEok na (COMMONER STALL PROOF CREMONA RP AND WJWwPm. NA6 ME PROM CONTRACTOR M RIMI M' n l V N RMM CUCTIM On rACM¢ K MPE TO PROADE EI TO MH N OUNm FLY WEN MTE C'IrINOTEs MNC NlCESflW APxSiALUPE ro vIpAEE swumor M TO OMRRbE owr TAM MM IDErnamR. 11 O N UPON RCWE1NlU9 ME WWDINAIN R®M➢ RY P5 AB Me Mm COVERT ME rKM6 TO BE UOi MR M m614E COURANT MOCOPY ANT QUATTRO; CMw Cntl OEINM s U1Eq MUNu1ON ONE= a RERAM PE010 WYiMY WTOv LEGEND OF CONDUIT SYMBOLS ELECTRIC 92E a MCI IMamq 00, - STREET FIGHT ION maar Amn aUNT VERNON IRS: QFE$S/O.i - PEER [BATF T[ov�{j�asON q� Iz � '4�e�cRlE.Ery • laieaq Y e� m a IY E FULL ENCASEMENT IS REWIRED TO w ,ry^ ALL ELECTRIC CONDUIT W SLURRY ENCASEMENT IS REWIRED FOR ALL FIBER OPTIC CONDUIT UI 92M�F 9`Mnert��Q OQ SAND SHADE IS REQUIREDR ALL STREET FIGHT CONDUIT 6205 CIN OF RANCHO CUCA "A" „ " FT z k IEC SCALE $e do 1 inch = 90 R QnoFESS/o//� CITY OF RANCHO CUCAMONGA ��4°�FFede, Nao F HAVEN AVE GRADE SEPERATION ELECTRIC AND STREEILIGHT 7 7 ry y� SUBSTRUCTURE PLAN ofcNFO V A �Yl� FINAL ®UTILITY DESIGN, INC. Underground Service Alert CITYRENCINEEH " R, ' DATE:®-14-21 •l RCE: ri45192166 Call: TOLL FREE DEv6,u CB PREPMm IW: PECOuuD fn CITY 0 F RANCHO CUCAMONGA I sCH O cunsR RRIVE 1.800 _ Dluvm Ia.NcxD cNraman a 9nm 422-4133 CB _ 53 ar 144 Llry LNEIXm R.CE NO—. P'¢1PoW' X0. TVro VroRKING DAYS BEFORE YOU DIG N0. DESCRIPTION OF REVISION DATE MPfiNL6 _ wTE 08/05/08 n1 No E—Z MATCHLINE SEE SHEET 52 I i f I � _ O � N O � 1 2. I A J 150' 6 1A' l i 7 NL ro NH ML i HH � I J/c 2-t/o k J/C 2-1/o k hp2 0. CLP '-/2 � DLP � RCE HA_NDHOLE LICE HANDHOLE S I I I CONLPEIE i 13 x24124 CONCAEIE 3" � ro I ]- dw Pav s I d.Od I 1 l + d'OD IFS 11 11 6 13' O I I W A 9 1T l HN TO SL z/c"%en Lw � r2O z/c leu. cIP RCE SL I I I W I I I t 11 6 1 � x L I � ISI I III � I II � III IAll 1 I P.urc-e�' roro w li 9 1 z- 1 �slm t' I as HH TO HH a0 I I 3/C 2-1/0 k 1 P.U.Pr.'6' 10 VAULT 1 I-/2 AL ClP o" vm � RCE HANDHOLE RC_E NAND OLE I] xR11iY�C0 CflEIE IJ'Q4'/34' CONCPflE ]- 4W 6W i J- 4W eL9 19x0 I II II S• @'13 i0 � I I HH ro SL 2/C"eePll LLP ' 2• I 2/L /6K LIP 14,10M, I c RCE SL xx TO NL I I I I i� i2-1/0 .Ir .III Il I 2- Ixx TO uL II II I y/c z-,/o 1-p2 0. CU' MATCHLINE "B" SEE ABOVE RIGHT MATCHLINE B SEE BELOW LE I � I I I I I , 0• ,6'IPU• „ ,DD' II. I uL ro xH NL 10 NH I 1/C 2-1/0 k J/C 2-1/D & I 1-/2 A ClP 1-/1 K CtP RCE HANDHOLE RCE HANDHOLE f3'x9a'14 WNCPflE 1]'a2,M,' CDNCREIE } ,N PIR } ,W P1R < 19 54x94.19 1 1 16 1] IT _ xxma /CI/i&LL6ClP 2/C pB.LL LLP to tse' 6 I RCE SL HH To XN I I z 3/L 2-t/0 k w 1-p2 ,L CIP � 0! 0 6 Ac 1 ImIJ N P.UP1�. �1O1CJP I 1 z 9REi I 0 � 19 166' ! a a '^ HH io HN SIC 2-t/D P.U.Pr: 6' i0 VAULT � 1-p2 0. CLP it Q'1 SNFEL Sa � RCE HANDHOLE RCE HANDHOLE c Lo NH vs¢r.v-carrnEre 131N X24 -X24' CONCPE,E v S J- aW Wt ]-4W BW ¢ L I 5 +33 4 53+26.41 ,I ,I ]D 12� I\ 21 ,2• xx iD SL xx io SL z/c /au. cIP )0 i 11 � Yl9 4+0 � z/c /13u cIP RCE SL =12' y/c i o /o sI— /2 u cLP c z-, o RCE HANDHOLE RCE HANDHOL� 4 ,-pz u nP` u'.u1za• coxcRErt 1]'x2,',24' CONCRETE I \ ]- ,W &R 3- ,W eVt 91 41 i + 4 52Nd ]6 2a ilt' HH m st IW ion I I I I I I 2/c /au cu, z/c /eu cw + RCE SL I z � i,91z- ]6 91 I HH i0 NL y/C 2-I/0 k xx iO uL � s I I T O B L I I I -/z u. cLP I GRAD I�pi a/ilv I I I 16 MATCHLINE "C" SEE SHEET 54 MATCHLINE B SEE BELOW LE I � I I I I I , 0• ,6'IPU• „ ,DD' II. I uL ro xH NL 10 NH I 1/C 2-1/0 k J/C 2-1/D & I 1-/2 A ClP 1-/1 K CtP RCE HANDHOLE RCE HANDHOLE f3'x9a'14 WNCPflE 1]'a2,M,' CDNCREIE } ,N PIR } ,W P1R < 19 54x94.19 1 1 16 1] IT _ xxma /CI/i&LL6ClP 2/C pB.LL LLP to tse' 6 I RCE SL HH To XN I I z 3/L 2-t/0 k w 1-p2 ,L CIP � 0! 0 6 Ac 1 ImIJ N P.UP1�. �1O1CJP I 1 z 9REi I 0 � 19 166' ! a a '^ HH io HN SIC 2-t/D P.U.Pr: 6' i0 VAULT � 1-p2 0. CLP it Q'1 SNFEL Sa � RCE HANDHOLE RCE HANDHOLE c Lo NH vs¢r.v-carrnEre 131N X24 -X24' CONCPE,E v S J- aW Wt ]-4W BW ¢ L I 5 +33 4 53+26.41 ,I ,I ]D 12� I\ 21 ,2• xx iD SL xx io SL z/c /au. cIP )0 i 11 � Yl9 4+0 � z/c /13u cIP RCE SL =12' y/c i o /o sI— /2 u cLP c z-, o RCE HANDHOLE RCE HANDHOL� 4 ,-pz u nP` u'.u1za• coxcRErt 1]'x2,',24' CONCRETE I \ ]- ,W &R 3- ,W eVt 91 41 i + 4 52Nd ]6 2a ilt' HH m st IW ion I I I I I I 2/c /au cu, z/c /eu cw + RCE SL I z � i,91z- ]6 91 I HH i0 NL y/C 2-I/0 k xx iO uL � s I I T O B L I I I -/z u. cLP I GRAD I�pi a/ilv I I I 16 MATCHLINE "C" SEE SHEET 54 t z• " 37 MATCHLINE "D" SEE BELOW LEI- "1"? ut m xx ML TO HH a/c 2-1 10 a: I I I 3/c 2-1/0 e 1-/z N. w 1-iz PL 6(P RCEI E OIT LE I I RCE HANDHOLE _ IJ14wBA" COXCIFIE Ia"r34 �4 CONLRIE I 3- 4W OW 3- sr I 1 I 6 63 65J.41 6 2 I HH 7770 L \. `1 2/C 18& CU` . 2/0 i�L v `� / \RCE SL WN ` + ACACIA STREET • \ml — 1` \`>\� ootu o O Oc+L r P.APT.V ro CM\ ¢E RUx 1 9 07 44 FIBER VAULT 4'x6'6"H]' CONCRETE Yu T TO cu• LO \+� _ — NOTE: STREET LIGHTS BY SCE W SEE SHEET 2 OF 4 DWG. NO.3464041 z I d j z pq w + II it + a II I 0 i � GRAPHIC SCALE 16 30 60 ( HIR}) 1 Imh a 80 R Roees or/�/ CITY OF RANCHO CUCAMONGA HAVEN AVE GRADE SEPERATION ELECTRIC AND STREETLIGHT - OF CfSVE�Q�p B t� T s K 0 SUBSTRUCTURE PLAN AUTILITY DESIGN, INC. FINAL' APPROVED BY DATE: 8-14-09` Underground Service Alert GUY ENGINEER RCE: 2 +2156 p Q DMIGH - FVL1 PREPMEO Br: RECOxMMM Call: TOLL FREE 1-800 Q CB — CffY.0F RANCHO CUCAMONGA G� _ OMrN i4EHO�CU°CMWONM G 99MO Si 422-4133 CB _ 54 OE 144 cm xiram OR.mw xo TWO WORKING DAYS BEFORE YOU DIG N0. DESCRIPTION OF REVISION DATE AypR;jo R" N0 E-3 0n¢ 08/05/0811: NO MATCHLINE "C" SEE SHEET 53 a 9 I I I Eu I I I ( P.UPi.'8" VA0.T I I t x• III - 6 19Y I I YL TO H S I I + N I' x• 3/C 3-t 0 k I �� i -Az xlcu+ m RCE' D OLE � I RCE HANDHOLE 1�e+4W1h4' XGRIE� I L I I�a'w�E�H• CO.YCRIE +4 I -OL-51+49 I s +Wi. 3 sb+si. 29I z' 6 I sltY x/CH Erol i t 2" I I I 2/tL01/flV.CLP 3019Y I I I I I RCE SL HH T Nx 3/C h/R� 6 I KKKJJJ I I I x 10321 I rlI I LII I III GGGG I I S I I I I I I , U019 I p.m.t. CIP I I sENUNt � I I 9ZEL 1 Ivunr�Tow II I I Z �'I I mtsx' + ¢ I I 3/�ro1/0 s ,-Az w nP RC� HAtJD OLE z I I RCE HANDHOLE J �{M 8W CQNCO O r7 I I 3- IWax�H• COXCXER < p6 1 11 I I I a ]] @' u Ix'I I xNroSL I Iwroa :/c aP a4l�se' I I II II I RCE2SL /au. aP I xx 4 ML I I l i i�is 1/itr I I I I + I a i z• Iw ro ML I� o+ 22W I I I i�cAz I u/iw II "' I IIr II I I II I II I I I MATCHLINE "D" SEE ABOVE RIGHT - INSTALL BOLTED TYPE POLE - PLATE - ATTACH TOP OF SV -2-T TO POLE PIATE 0 GENERALNOTES ® - Y O - SPANWIRE E.C.R 1. T ffi .g al and Qigln yy safety II nti g systemsnpcar cALTRANs Standard Plans and pecificati swtloted July 1992, snow n the plans and in the Special Provisions. Pr "laian FIVE SECTION SIGNAL HEAD O THREE SECTION SIGNAL HUDGr - HPNpHOLE SIGNAL CONDUCTOR ccccccc� 7mm�TTN�RU O �\r I�* g� ° o 2. Traffic g stripes and legends o r CALIRANS Traffic Sign Specifications, Traffic. Manual s'Mo ntenance Manual, and Stantlortl Specifications. Conform pavement legends to city stencils. Rellectorize all signs, stripes and legends. 3. Pavement o kers and n. hies procedures far striping per stantlortl Specifications for Public Works ConaWdion, latest etlllmn. 4. Locate II aubsWdurm prior to (ruction. Hand di9 foundations til clear of BBB Actions. C.Camm to pole inslollolions w1tM1 overM1eotl ulili(Y o subsarucWre owne Phone Underground Served PlOrl and concerned utility companies 48 boom priorrlo c nstrvctiort Lomlian of Militias ontl substructures have been shown from TERMINAL COMPARTMENT BOLT h 60mm X 12Jmm AC BOLT (Typ) - m arc, of a,.iloble records. The Cunlructor shall conduct his operation such a manner s to protect not only the utilities and substructures shown, but other utilities or sSubst Substructures that are not shown an these plans. FIVE SECTION SIGNAL HEAD TERMINAL BOX--\ POLE LOCATION CODE (EXACT LOCATION BY ENGINEER IN THE FIELD) for exact equipment, crosswalk and limit line locations prior to nal 5. °lace^ nt. Perform placement tions s preliminary pulping layout Dior to loop detector7rigid layout, x 6. Vehicle indications shall be 1Y. pullboxes No. 5 ontl conduit 2' rigid mesal except o shown. 7. Electrical services shall be 120vot 24ovolt. Provide circuit breakers for 50 / signals (ane amp metered), illuminated ins lone 15 ranee r lerea' o- and c se lightingde (ane per well in alts a oaten thereof u m mroJ). CCaorama[e s details and sm�anaPng well in advanceraP need. scheduling MOUNTING DETAIL NNN - 8. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be the Contractor's responsibility to provide the correct conductors required for the NOTE: NOTE: ALL SECTIONS 12- ALL SECTIONS IT HANDHOLE OPTIONAL intended operation. 9. See sheet T-2 for legend NOTE ® AusECTIONS I2• NOTE: O O Y O ALL SECTIONS 12' R Y ® � ST 3n 16'/2" 8 UCEFT0 4 0 0 J2 o 4a UTILITY COMPANY TEL. NO. ELECTRICITY - SOUTHERN CALIFORNIA EOISON COMPANY (909) 947-6269 GAS - SOUTHERN CALIFORNIA GAS COMPANY (600) 227-2600 DETAIL "A" DETAIL "B" DETAIL HCH MAS -SA R,Y,G m 02, 04. 0or 08 YA.GA= 01, 03, 055 or OJ SIGNAL DISPLAYS TEMPORARY SIGNAL POLE WIRING DETAIL LLS.N.S. LEGEND DETAIL PHONE — PACIFIC TELCOREPHONE (909) 606-1230 - PACIFIC TELEPHONE COMPANY (800) 227-2600 WATER - CUCAONGA VALLEY WATER DISTRICT (909) 987-2541 SEWER - CUCAUMONGA VALLEY WATER DISTRICT 1 - (909) 967-2541 UNDERGROUND SERNCE ALERT (800) 227-260°. SPAN WIRE ATTACHMENT (STANDARD POLES) (NO SCALE) ELECTRICAL SHEET INDEX SINGLE INPUT EMERGENCY VEHICLE PREEMPTION DETECTOR REMOVABLE STEEL CAP e' -r! FSTREET OUN TY OF SAN BERNAIR FN MGHRNG / DETAIL SHEET E4 STREET MGHDNG Et -E3 ARM LENGTH — 9v 2a slcN 10.9' oEruE HAVEN AVE ® 7TH ST INTERIM SIGNAL E5 HAVEN AVE O 7TH ST FINAL SIGNAL PLAN E6 HAVEN AVE ®JEflSEY BI INTERIM SIGNAL PIAN E-7 . HAVEN AVE ® JERSEY BLVD FINAL SIGNAL PLAN E-13PELCO 4 --- - -- - - - 4 AB -0121 -29 -NPT - ALO w/SE-0577-GLV O I MASTARhI Church ST 4 TCuurUf;G FOR 9600 SIGN WRING fGIPFLE do FCIORS CBY OTHERS) BOR19 Esqui well MAST ARM MOUNTING CLAMP FOR EVP OPTICAL DETECTOR NOTE: LB DNARE ET. 40 W' lT, xNICINL , - IHMO'NARE k SIGN BY OTHERS jeCs _ _ m"°n RAN HO we: TONG �°" eel: Mesa S ( CI Y O ONTAN ARM TUBE SIZE GENERAL NOTES —'— °T EASE ° a" ." 1 CA s1<o m le.aw eel Innalvm Aela cue, aeaaua+ ME PLATIES ATM A-35 Stiff MTV A-36 �TetCOCA e �"G BACK CLAMP F Oise A--3077 24-AGNa^ _ 4 IIWSHP� GRACE FBI x a u m l NVOT Prim 9, ardor°tan "'"Nzaton "'� to CA °""'d u�l Np l p 9°II°Too Per u -123 HARDRATE HoteP 9elnnuea perp Y A-IC EXIST. C & G VJlF ` BSTA PAV u k In Masons, Mn Ind peofKaxm a waurol IHWOXA4E E°pWas el NShra/ Syrs, lumincres aM Ldlrc S:gnob. WO 1994 EXIST. C do G o "F CAD. - 1' .R, 3 2 7 GAB. �4, PD n� • '• VARIES �„ I :� 1O' PLAN SECTION TYPE "R" CABINET FOUNDATION AND 1 1/Y CIA DESCRIBED 111 PCs HOLETo— Is ow xaLE III 5 IwMP suP a xIm n rnc�Era o a 1TA G =,GIG Ps°R"`Ew TA LOT 6& moo) BATCH oaN°nnci/iIN PoauuY 4 HULL POLE CLAMP DETAIL DESCRIPTION OF RENSION GATE wveC°"arEo: CITY OF RANCHO CUCAMONGA - STREET LIGHTENfIDETAIL SHEEP HAVEN AVENUE •sot '' a .: FROM 39+50 TO 66+95 T Hgyp.IgyENUE ESFPARAIION ° APPROVED BY: "'r <�'/1, DATE: S L4'Dd gyp;, CITY ENGINEER' 5Y/ RCE: 42ISG :_� _ e x a In aawmnre ..m Cw PKmaetan or wn TrUCK" c1 If$hig 9yee, tLeuvee and Irtllc signs MSWO 1991 COON �% F AN AROINo 4 M wo pa GI ss H a a CCII * "°°// — `— sa�u SIGN TAB DETAIL ER lTY OF ONTARI PROJECT LOCATION iiiiiiiiiiiiiiiii/ LOCATIONMAP NOT TO SCALE PAD DETAIL HORIZONTAL I.S.N.S. MAST ARM a a o `' OFCALLi g °�`" Pfl D:' 2320 TOP STREET, NOTE coo of `� 4 c BIG plij s ,9°2705 E1G D ORnwT oM"A"fOQ LT 5.5 OF 141 o mxcE4 CHECI(E➢ nsLUTx N:\Acad\Sheet-Flies\E-1.dwg Jul 10, 2008 - 11:46om MCE IT IAT, GTE No GENERAL NOTES (THIS SHEET ONLY) - 1. ALL MATERIALS AND. EQUIPMENT SHALL BE FURNISHED AND INSTALLED BYTHE CONTRACTOR 2. ALL NEW WIRING SHALL BE MARKED(TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 3. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PROPOSED SIGNAL PHASE DIAGRAM. 4. NEW VEHICLE HEADS SHALL BE IT L.E.D.(LIGHT EMITTING DIODE) LENSES AND COMFORM TO SPECIFICATIONS IN THE SPECIAL PROVISIONS. 5. F—�- INDICATES PROPOSED VIDEO DETECTION ZONE. NOT PHYSICAL INSTALLATION. 6. VIDEO DETECTION SYSTEM ANO CAMERAS SHALL BE FURNISHED AND INSTALLED BY ME CONTRACTOR. MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING THE INSTALLATION OF THE VIDEO DETECTION. J. ALL EXISTING CONDUIT SHALL BE REUSED UNLESS OTHERWISE NOTED AND NEW CONDUCTORS _ SHALL BE USED THROUGHOUT ME EXTENT OF THIS MODIFICATION UNLESS OTHERWISE APPROVED BY THE ENGINEER B. FOR DISPOSITION OF SALVAGE MATERIALS, SEE SPECIAL PROVISIONS. 9. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA OEPARMENT DETECTOR SCHEDULE VOS ZONE CHANNEL DETECTOR CONTROINPUYL 1 41A O 2 2 I -N-6 6 2 1 1-W-4 4 2 1-E-8 a 3 1 2-S-2 2 2 1-S-5 5 4 1 2-w-4 4 -w-4 4 5 1 3-S-2 2 2 3-N-6 30 6 1 1-N-1 06 FUT. Ol VEHICLE 2 2-N-6 6 J 1 0 6 2 2-E-8 6 OF TRANSPORTATION STANDARD SPECIFICATIONS -SECTION 86, LATEST EDITION, AND STANDARD PLANS, LATEST EDITION, UNLESS OTHERWISE NOTED ON THE PLAN OR IN THE SPECIAL PROVISIONS. - - 10. SEE STRIPING SHEET FOR PROPOSED STRIPING AND PAVEMENT MARKINGS. 11. TRAFFIC SIGNAL HEADS TO BE COVERED DURING DAY CLOSURE ONLY. LEFT TURN POCKETTO Ex. 2" C-5 #8 2 #12 REMAIN OPEN AT ALL OTHER TIMES. (SERVIICUMINA 'ES,R 6NS) U- - — - - — - - — - __Ex 3r _PVC CONDUIT WITH PULLROPE- --- E . SCE LE TYPE III SERVICE ICE POIPOIM K:\Acod\Sheet--Tles\E-5.dwg Jul 10, 2008 - L_1. _I. CONDUCTOR SCHEDULE RUN NUMBER o------- AWG CIRCUIT m 41A _I. Ls� L4� L5� L61 L7A LEA CROWAIic_ CRQSS Jn HA PROTECT IN PLACE. _ 01 VEHICLE 3 3 6 3 I.I.S.N.S. LEGEND 3 3 3 PEO K:\Acod\Sheet--Tles\E-5.dwg Jul 10, 2008 - L_1. _I. CONDUCTOR SCHEDULE RUN NUMBER o------- NOTE: ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED (N) = NEW ' I� IIEli 0 63 / I BB 08 i 4 i6 II _J 051 { 06 3 06 I1 10 LOOP A TSEE NOTEGItERAI // 05 01 O O ez , O 1, 110 LOOPS LOOPS AWG CIRCUIT CONSTRUCTION NOTES: (this sheet only) 41A LAA Ls� L4� L5� L61 L7A LEA L93 Jn HA PROTECT IN PLACE. _ 01 VEHICLE 3 3 6 3 I.I.S.N.S. LEGEND 3 3 3 PEO PPB 0 3HASE 02 VEHICLE LOCOGN B REMARKS 3 3 A29-5-80 E 30 50 15 20OW 06 FUT. Ol VEHICLE Seventh 3 6 3 6 4 13' 2.5' - ® 04 VEHICLE 3 6 3 3 3 N -2-T SP -1 -CS 4 05 VEHICLE 14' 2.5' 3 3 3 3g 25 15 20OW HPS 06 VEHICLE 3 3 3 8 6 14' 2.5' AND D IA(E) O4 NT. OJ VEHICLE 3 3 3 3 SP -1 -CS 6 8 08 VEHICLE 25' 3 3 30—T 3 20OW HPS Seventh To%a 02 PED SV- 1-T SP -1 -CS 2 2 12' 2 2 2 1A(E) 10 1 04 PED 1 2 4 2 2 2 8 2 Q14 06 PED 2 2 4 2 2 1 15 20OW NPS Haven fid MAS 08 PED SP -1 -CS 4 1 2. 2 2.5' 2 yl 1A(E) 10N 02 PPB 1 2 2 -1-T 2 1 4 14' 2.5' 04 PPB 1 1 2 1 15 1 1 1 MAS MAS TV -1-T 06 PPB 2 1 2 1 TEMP POLE INSIAL DIREGRY BEHIND GUARDRAIL 08 PPB 2 2 PPB COMMON 1 1 2 1 1 1 1 1 SPARES 3 3 6 3 3 3 3 TOTAL 13 22 61 39 6 25 19 10 12 CSC 2N 2N 12 ISNS 2 2 2 2 2 2 N 2 N 10 SIG COMMON 1 1 2 1 1 1 1 1 RG59/U COAXIAL CABLE 1(N) 1(N) 4(N) 3(N) 1(N) 1(N) l(N)12(N) LUMINAIRE 1 2 1 @ 1 2 2 2 2 N 2 N #B SERVICE 2 2 2 GFCI 1 1 1 1 1 1 TOTAL1 5 1 5 1 3 2 2 2 0 2 N 2 N CONDUIT SIZE 2" 3" 2-3 3.5" 3.5" 3" 2.5 25" OH(N) OH(N) CONDUIT FILL RATIO 1277115% 177 187 27 14% 189. 187 NOTE: ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED (N) = NEW ' I� IIEli 0 63 / I BB 08 i 4 i6 II _J 051 { 06 3 06 I1 10 LOOP A TSEE NOTEGItERAI // 05 01 O O ez , O 1, 110 LOOPS LOOPS NOTES:(N) = NEW (E) = EXISTING (T) = TEMPORARY CONSTRUCTION NOTES: (this sheet only) POLE 2 93 94 SCHEDULE PROTECT IN PLACE. _ STANDARD. FURNISHVIDEO 0 ABANDON. I.I.S.N.S. LEGEND SIGNAL VEHICLE MOUNTING PED PEO PPB 0 3HASE POUF A LOCOGN B REMARKS NO. LUMINAIRE TYPE HT SIG LUM A29-5-80 E 30 50 15 20OW HPS Seventh WSW M W SV -1-T SP -1 -CS 6 4 13' 2.5' - ® 1A(E)'10 CAMERA PROCESSING UNIT (IIERIS VANTAGE BE REMOVED AND BECOME THE �5 N -2-T SP -1 -CS 4 fi 14' 2.5' NOT USED 019-4-BO(E) CABINET. SEE SPECIAL PROVISIONS. 3g 25 15 20OW HPS Haven MAS SV- 1-T SP -1 -CS 8 6 14' 2.5' AND D IA(E) 10 EYIST NAY N -1-T SP -1 -CS 6 8 14' 25' E 29-5-80(E) 30—T -50—F-15— 20OW HPS Seventh To%a WSWSWS -M SV- 1-T SP -1 -CS 2 8 12' 2.5" TEMPORARY DISCONNECT SIGNAL �F 1A(E) 10 1 1 TV -2-T SP -1 -CS 8 2 15' 2.5- G 19-4-80(Et 30 1 25 1 15 20OW NPS Haven fid MAS SV- 1-T SP -1 -CS 4 2 12' 2.5' yl 1A(E) 10N -1-T SP -1 -CS 2 4 14' 2.5' 24-4-100(T) 30 35 15 20OW HPS MAS MAS TV -1-T SP -1 -CS 2 4 10' TEMP POLE INSIAL DIREGRY BEHIND GUARDRAIL NOTES:(N) = NEW (E) = EXISTING (T) = TEMPORARY CONSTRUCTION NOTES: (this sheet only) 2 93 94 PROTECT IN PLACE. _ 0 FURNISHVIDEO 0 ABANDON. EMO80N ON EXISTING L ❑2 DISCONNECT EXISTING CONDUIT AND REWIRE OVERHEAD. MAST ARM PER MANUFACTURER'S INSTALL CONCUR INTO INSTRUCTIONS. (SEE GENERAL NOTE 6). EXISTING PULLBOX. Q3 INSTALL OVERHEAD CONDUCTOR PER SCHEDULE. ® COVER UNUSED OR CONFUCTING SIGNAL HEADS. ❑e FURNISH ANDIN94t. VIDEO DETECTION ® EQUIPMENT OR MATERIAL TO CAMERA PROCESSING UNIT (IIERIS VANTAGE BE REMOVED AND BECOME THE �5 SEE TEMPORARY SIGNAL POLE WIRING DETAIL IN SHEET E -i. EDGE OR EOUN&ENT) INSIDE CONTROLLER PROPERTY OF THE CONTRACTOR. © NOT USED CABINET. SEE SPECIAL PROVISIONS. ❑9 FURNISH AND INSTALL TEMPORARY SIGNAL POLE AND FOUNDATION COMPLETE AND IN PLACE. EYIST NAY Ex. 1.5" C-1 DLC 6'x80' -- -- -- -- - IXIST - f--- -- PHASE DIAGRAM 2 93 94 05 06 0 08 • PROTECTED PERMISSIVEOz - O b.] a ' 'D,4 CIYI GRAPHIC SCALE °Ta^ Nx F6Er1 INN=20. GIL)i I RUCTION NOTES: (THIS SHEET ONLY) ❑1 RELOCATE VIDEO DETECTION CAMERA TO EXISTING POLE "E' AND CONNECT TO EXISDNG VIDEO DETECTION SYSTEM. ❑2 INSTALL NEW TYPE 15 POLE AND TYPE 15 FOUNDATION COMPLETE AND IN PLACE. I ❑0 NSTALL NEW 24 STRAND, SIGNAL MODE FIBER OPTIC SIGNAL INTERCONNECT CABLE TO JERSEY BLVD, APPROX. 1966 FEET. (SEE GENERAL NOTE 12) ® INSTALL NEW HORIZONTAL I.LS.N.S. MAST ARM AND STREET NAME SIGN. (SEE DETAIL IN SHEET E-1) ❑5 REMOVE EXISTING EVP EQUIPMENT FROM EXISUNG POLE AND REUSE TO MOUNT ON NEW POLE AS SHOWN PER PIAN. _ © REMOVE AND SALVAGE LED TYPE MODULES. ALL OTHERS SHALL BE DISPOSED OF BY THE CONTRACTOR. n] FURNISH AND INSTALL PEDESTRIAN HEADS WITH A COUNTDOWN TYPE LED ORANGE ANO WILE SECTIONED MODULES IN TYPE A HOUSING. ® REMOVE AND REUSE EQUIPMENT. 6 ] (SERVICE, GFCNAIR S, ISNO LUMINAIRES, IISNS) _ .' O _._- _- —_ -__._ Ex. 3 _. PVC CONDUIT WITH PULLROPE 16' Ex. SCE HANDHOLE SERVICE POINT ! _ 4 � 11 0 "61 4 - 13' I w 6'x25' I 11' 6'x25' GENERAL NOTES (THIS SHEET ONLY) 1. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 2. ALL NEW WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. . 3. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PROPOSED SIGNAL PHASE DIAGRAM. 4. NEW VEHICLE HEADS SHALL BE I2'LE.D.(LIGHT EMITTING DIODE) LENSES AND COMFORM TO SPECIFICATIONS IN THE SPECIAL PROVISIONS. 5. F] - INDICATES PROPOSED VIDEO DETECTION ZONE. NOT PHYSICAL INSTALLATION. 6. VIDEO DETECTION SYSTEM AND CAMERAS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING THE INSTALLATION OF THE VIDEO DETECTION. ]. ALL EXISTING CONDUIT SHALL BE REUSED UNLESS OTHERWISE NOTED AND NEW CONDUCTORS SHALL BE USED THROUGHOUT ME EXTENT OF THIS MODIFICATION UNLESS OTHERWISE APPROVED BY THE ENGINEER 8. FOR DISPOSITION OF SALVAGE MATERIALS, SEE SPECIAL PROVISIONS. 9. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARMENT OF TRANSPORTATION STANDARD SPECIFICATIONS -SECTION 86, LATEST EDITION. AND STANDARD PLANS, LATEST EDITION, UNLESS OTHERWISE NOTED ON THE PLAN OR IN THE SPECIAL PROVISIONS. 10. SEE STRIPING SHEET FOR PROPOSED STRIPING AND PAVEMENT MARKINGS. 11. TRAFFIC SIGNAL HEADS TO BE COVERED DURING DAY CLOSURE ONLY. LEFT TURN POCKETTO REMAIN OPEN ATALL OTHER TIMES. 12. SIGNAL INTERCONNECT CABLE SHALL BE PLACED INA SEPARATE 2 -INCH TYPE 3 CONDUIT WITH CALTRANS NO.6 PULL BOXES AT MAXIMUM 600 FEET ON CENTER OR WITH 4'%6'X4' VAULTS PER CITY STANDARD PLANS IN THE STREET AT MAXIMUM 1,500 FEETON CENTER K:\ACOd\Sheet_Files\E-6.dwg Jul 10, 2008 - 1:191 DETECTOR SCHEDULE 09 6 ] 02/05 VDS ZONE CHANNEL DETECTOR GLiINPI IT AWG 1 I—s-2 \ - - --25]'T� CROSSWALK 2 m 4 2 I—E—O 8 3 1 2-5-2 2 2 1-5-5 us \ 4 1 2—W-4 4 2 3-W-4 4 5 6 ] (SERVICE, GFCNAIR S, ISNO LUMINAIRES, IISNS) _ .' O _._- _- —_ -__._ Ex. 3 _. PVC CONDUIT WITH PULLROPE 16' Ex. SCE HANDHOLE SERVICE POINT ! _ 4 � 11 0 "61 4 - 13' I w 6'x25' I 11' 6'x25' GENERAL NOTES (THIS SHEET ONLY) 1. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 2. ALL NEW WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. . 3. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PROPOSED SIGNAL PHASE DIAGRAM. 4. NEW VEHICLE HEADS SHALL BE I2'LE.D.(LIGHT EMITTING DIODE) LENSES AND COMFORM TO SPECIFICATIONS IN THE SPECIAL PROVISIONS. 5. F] - INDICATES PROPOSED VIDEO DETECTION ZONE. NOT PHYSICAL INSTALLATION. 6. VIDEO DETECTION SYSTEM AND CAMERAS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING THE INSTALLATION OF THE VIDEO DETECTION. ]. ALL EXISTING CONDUIT SHALL BE REUSED UNLESS OTHERWISE NOTED AND NEW CONDUCTORS SHALL BE USED THROUGHOUT ME EXTENT OF THIS MODIFICATION UNLESS OTHERWISE APPROVED BY THE ENGINEER 8. FOR DISPOSITION OF SALVAGE MATERIALS, SEE SPECIAL PROVISIONS. 9. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARMENT OF TRANSPORTATION STANDARD SPECIFICATIONS -SECTION 86, LATEST EDITION. AND STANDARD PLANS, LATEST EDITION, UNLESS OTHERWISE NOTED ON THE PLAN OR IN THE SPECIAL PROVISIONS. 10. SEE STRIPING SHEET FOR PROPOSED STRIPING AND PAVEMENT MARKINGS. 11. TRAFFIC SIGNAL HEADS TO BE COVERED DURING DAY CLOSURE ONLY. LEFT TURN POCKETTO REMAIN OPEN ATALL OTHER TIMES. 12. SIGNAL INTERCONNECT CABLE SHALL BE PLACED INA SEPARATE 2 -INCH TYPE 3 CONDUIT WITH CALTRANS NO.6 PULL BOXES AT MAXIMUM 600 FEET ON CENTER OR WITH 4'%6'X4' VAULTS PER CITY STANDARD PLANS IN THE STREET AT MAXIMUM 1,500 FEETON CENTER K:\ACOd\Sheet_Files\E-6.dwg Jul 10, 2008 - 1:191 DETECTOR SCHEDULE 09 6 ] 02/05 VDS ZONE CHANNEL DETECTOR GLiINPI IT AWG 1 I—s-2 3 2 I—N-6 6 2 1 1—W-4 4 2 I—E—O 8 3 1 2-5-2 2 2 1-5-5 5 4 1 2—W-4 4 2 3-W-4 4 5 1 3-5-2 2 2 3—H-6 5 6 1 1—N—I 1 2 2—N-6 6 ] 1 3—E-8 8 2 2—E-8 8 3 1 EW YI k C6 3 2 a2 k as EXISTING 1 EVP a3 k e8 8W15TS(N) 2 Ew o4 04 VEHICLE 6 ] (SERVICE, GFCNAIR S, ISNO LUMINAIRES, IISNS) _ .' O _._- _- —_ -__._ Ex. 3 _. PVC CONDUIT WITH PULLROPE 16' Ex. SCE HANDHOLE SERVICE POINT ! _ 4 � 11 0 "61 4 - 13' I w 6'x25' I 11' 6'x25' GENERAL NOTES (THIS SHEET ONLY) 1. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 2. ALL NEW WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. . 3. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PROPOSED SIGNAL PHASE DIAGRAM. 4. NEW VEHICLE HEADS SHALL BE I2'LE.D.(LIGHT EMITTING DIODE) LENSES AND COMFORM TO SPECIFICATIONS IN THE SPECIAL PROVISIONS. 5. F] - INDICATES PROPOSED VIDEO DETECTION ZONE. NOT PHYSICAL INSTALLATION. 6. VIDEO DETECTION SYSTEM AND CAMERAS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING THE INSTALLATION OF THE VIDEO DETECTION. ]. ALL EXISTING CONDUIT SHALL BE REUSED UNLESS OTHERWISE NOTED AND NEW CONDUCTORS SHALL BE USED THROUGHOUT ME EXTENT OF THIS MODIFICATION UNLESS OTHERWISE APPROVED BY THE ENGINEER 8. FOR DISPOSITION OF SALVAGE MATERIALS, SEE SPECIAL PROVISIONS. 9. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARMENT OF TRANSPORTATION STANDARD SPECIFICATIONS -SECTION 86, LATEST EDITION. AND STANDARD PLANS, LATEST EDITION, UNLESS OTHERWISE NOTED ON THE PLAN OR IN THE SPECIAL PROVISIONS. 10. SEE STRIPING SHEET FOR PROPOSED STRIPING AND PAVEMENT MARKINGS. 11. TRAFFIC SIGNAL HEADS TO BE COVERED DURING DAY CLOSURE ONLY. LEFT TURN POCKETTO REMAIN OPEN ATALL OTHER TIMES. 12. SIGNAL INTERCONNECT CABLE SHALL BE PLACED INA SEPARATE 2 -INCH TYPE 3 CONDUIT WITH CALTRANS NO.6 PULL BOXES AT MAXIMUM 600 FEET ON CENTER OR WITH 4'%6'X4' VAULTS PER CITY STANDARD PLANS IN THE STREET AT MAXIMUM 1,500 FEETON CENTER K:\ACOd\Sheet_Files\E-6.dwg Jul 10, 2008 - 1:191 06 N CONDUCTOR SCHEDULE 09 6 ] 02/05 III AWG CIRCUIT 0 0 Q3 RUN ® NUMBER 0© 8 - 0 I j 01 VEHICLE 3 3 1 3 3N }N 3N 3N 3N 3N 6 ] I 02 VEHICLE REMARKS ISM 3(M 3 N 3 N 200W HPS Seventh I ILK VAS 08 HJT. 03 VEHICLE SV -i -T 3 1 6 3 EXISTING EVP 8W15TS(N) 04 VEHICLE ISM) DIN) 3(N) Dill) 3(N) 3(N) 4 6 05 VEHICLE 1 3 3 3 3 25 15 200W HPS 06 VEHICLE 3 3 3 8 6 -2.5 - EXISTING EVP J4 M. 0] VEHICLE 30 3 3 3 3 3 3 NSP -I -CS 6 08 VEHICLE 3 3 3 3 3 50 15 200W 02 PED Seventh Ion RLS VAS IVS-S1 2 2 2 2 2 2 2 FVP10 04 PEO 2 4 2 2 2 2 2 TV -2-T #14 06 PED 2 2 4 2 2 30 25 15 08 PEO HPS Haven 6Yb3 2 2 2 2 2 EXISTING 02 PPB 2 1 2 2 2 2 1 N-I-T(E) 04 PPB 1 1 2 1 1 1 1 1 1 06 PPB 1 2 1 08 PPB 2 2 1 2 1 1 PPB COMMON 1 1 2 1 1 1 1 1 1 1 1 SPARES 3 3 1 6 3 1 3 1 3 3 3 3 13 22 1 61 39 1 35 1 32 25 19 10 12 IISNS 2 2 2 2 2 2 2 0 SIG COMMON 1 1 1 2 1 1 1 1 1 1 1 1 1 1 RG5CABLE COAXIAL 1 1 -2(N)I-2(N)j2(N)j2(N) 1(N) 1(N) EVP 1 N 1 N 4(N) 3 N I N 1 N LUMINAIRE 2 2 2 2 2 2 N SERVICE 2 2 2 /)5 GFCI 1 I 1 13.5"(N, TOTAL 5 5 3 2 2 2 2 N CONDUIT SIZE 2" 3" 2-3' 3.5" 3" 2.5" 2.5"CONDUIT FILL RATIO 30% 169. 19% 209. 149. 20% B% 06 N 09 6 ] 02/05 III - I- 06 23 4 SCHEDULE - I- 01/06 I j 02/05 SIS LUM LUMINAIRE 02 SIGNAL VEHICLE 02 01/06 I 1 6 ] 1 04 0 6 ] I .... REMARKS NOTE: ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED (N) = NEW 04), 22' f 22' if a v Til 15'x61 I -E -B "* 02 rvw LVInYMtNI NHt tASIING ONLtSS OIHLHWISE NOTED (N) = NEW T— -- EXIST 13' HAVEN AVENUE USF RR PHASE DIAGRAM POLE 23 4 SCHEDULE 18 NO. STANDARD TYPE HT SIS LUM LUMINAIRE I.I.S.N.S. LEGEND SIGNAL VEHICLE MOUNTING PEO PED H PPB HASE POLE L0 1104 A B REMARKS 29-5-50 30 50 IS 200W HPS Seventh I ILK VAS N -SL SV -i -T N EP -I -CS 6 4 EXISTING EVP 8W15TS(N) 10 N -2-T NSP -I -CS 4 6 C 30 25 15 200W HPS Hoven ` MAS SV -1-T NSP -I -CS 8 6 -2.5 - EXISTING EVP 30 20019 HPS rv-1-i(E) NSP -I -CS 6 8 E 30 50 15 200W HPS Seventh Ion RLS VAS IVS-S1 SV -1-T NSP -I -CS 2 8 114 EXISTING FVP10 TV -2-T NSP -I -CS 8 2 30 25 15 20019 HPS Haven 6Yb3 MAS SV -1-T NSP -I -CS 4 2 EXISTING EVP 30 200W HP N-I-T(E) NSP -.I -CS 2 4 rvw LVInYMtNI NHt tASIING ONLtSS OIHLHWISE NOTED (N) = NEW T— -- EXIST 13' HAVEN AVENUE USF RR PHASE DIAGRAM 23 4 18 0'S b'6 H7 0'8 PROTECTED PERMISSIVE Oz GRAPHIC SCALE (IN EEU) 1 NN=2R z 257'7O CROSSWALK (N) SIC, 2 C TO JERSEY BLVD 1966' 11 POLE SCHEDULE CONDUCTOR STANDARD N0. TYPE HT SIC LUM LUMINAIRE LS.N.S. LEGEND SIGNA MOUNTNG PPB POLE LOCATION A B REMARKS VEHICLE 6 PED PEO RASE 2 3-N-6 9-4-1 OD(TA 30 1 3015 3 250W HPS Jerse 1 MAS g SV -3—T 2 3-E-8 0 5 12CSC D x 1-S-2 B 9-4-100 T 30 30 15 250W HIPS Hoven k 1 1-W-7 MAS SV -2—T SP-1—CS 8 8 2 2 • BY ENGINEER © 6-5-100(T 30 45 15 250N HPS Jersey IM MAS MAS SV -1—T V— ,_ SP—i—CS 2/8 2/8 ' OH OH • BY ENGINEER "MOUNT SV—i—T 06 AT 17 FEET THE CONTRACTOR.. 15T5 ) 30 1 1 15 125ON HPS 217 SV -1—T SP—I—CS 2 1 2 NOTE: ALL EQUIPMENT ARE NEW UNLESS OTHERWISE NOTED (T) = TEMP 12' 61+00 14--el12 0IT LINE 6'X25, OD 03Pj I------------- 0 O 6 \ \ e8 \ fl B1 DETAIL "B" 0 1 e2 d _— GENERAL NOTES (THIS SHEET ONLY) IIN y 1. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. I 111--I J /y 2. ALL NEW WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTFOLLER CABINET FOR PHASE \ \\ 1 4LOOP9 ICENTIFICATION. 2 t 3. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PROPOSED SIGNAL PHASE DIAGRAM. 4. NEW SPECIFICATIONS IN THE BHALLBIAI P OVIST NS, EMITTING DIODE) LENSES AND COMFORM TO �I p� CS SPECIFIOATIONS N TH TESP O PROVISIONS. + iA it O 5. INDICATES PROPOSED VIDEO DETECTION ZONE. NOT PHYSICAL INSTALLATION. 1' + 2 3 6 6. VIDEO NTRACTOR. N SYSTEM ANDMANUFACTURER REPRESENTATIVE BE SHALL PRESSURNISHED AND TDURING THE THE 1 Q CONTRACTOR. MANUFACTURER 0.EPRESENTATIVE SHALL BE PRESENT DURING THE MSTALLATION Q OF THE VIDEO DETECTION. �� 2. ALL EXISTING CONDUIT SHALL BE REUSED UNLESS OTHERWISE NOTED AND NEW CONDUCTORS j 1. SHALL BE USED THROUGHOUT THE EXTENT OF THIS MODIFICATION UNLESS OTHERWISE APPROVEDBYTHEENGINEE0. 8. FOR DISPOSITION OF SALVAGE MATERIALS, SEE SPECIAL PROVISIONS. ! 9. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARMENT - Ili � 12' OF TRANSPORTATION STANDARD SPECIFICATIONSSECTION 8Q LATEST EDITION, AND STANDARD PLANS, LATEST EDITION. UNLESS OTHERWISE NOTED ON THE PLAN OR IN THE SPECIAL W PROVISIONS. 1 i � 10. SEE STRIPING SHEET FOR PROPOSED STRIPING AND PAVEMENT MARKINGS.�i O 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY VIDEO DETECTION MODIFICATION DURING MY CONSTRUCTION 0 ANDIOR LANE CHANGE. 74 12' �'I 1 12' I K:\Acad\S6eet_fRCs\E—J.dwg Jul 10, 2008 — 1:22pm l CONDUCTOR SCHEDULE WS ZONE CHANNEL DETECTOR AWG POLE Q RUN NUMBER Q 0 3CSC 6 2 1 2-N-6 6 2 3-N-6 6 B 1 1-E-3 3 2 I -E-8 9 4 g 8 2 3-E-8 0 5 12CSC D x 1-S-2 11 6 I 2-S-2 TOTAL 2 3-s-2 2 T 1 1-W-7 p pB ILUMINAIRE 2 2 2 2 2 12 IIISNS 2 . 2 2 2 RG59AJ COAXIAL CABLE 2 3 4 4 CONDUIT SIZE OH OH OH 2-3'2-3- -3'2-3"CONDUIT THE CONTRACTOR.. CONDUIT FILL RATIO 21% 217 6 \ \ e8 \ fl B1 DETAIL "B" 0 1 e2 d _— GENERAL NOTES (THIS SHEET ONLY) IIN y 1. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. I 111--I J /y 2. ALL NEW WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTFOLLER CABINET FOR PHASE \ \\ 1 4LOOP9 ICENTIFICATION. 2 t 3. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PROPOSED SIGNAL PHASE DIAGRAM. 4. NEW SPECIFICATIONS IN THE BHALLBIAI P OVIST NS, EMITTING DIODE) LENSES AND COMFORM TO �I p� CS SPECIFIOATIONS N TH TESP O PROVISIONS. + iA it O 5. INDICATES PROPOSED VIDEO DETECTION ZONE. NOT PHYSICAL INSTALLATION. 1' + 2 3 6 6. VIDEO NTRACTOR. N SYSTEM ANDMANUFACTURER REPRESENTATIVE BE SHALL PRESSURNISHED AND TDURING THE THE 1 Q CONTRACTOR. MANUFACTURER 0.EPRESENTATIVE SHALL BE PRESENT DURING THE MSTALLATION Q OF THE VIDEO DETECTION. �� 2. ALL EXISTING CONDUIT SHALL BE REUSED UNLESS OTHERWISE NOTED AND NEW CONDUCTORS j 1. SHALL BE USED THROUGHOUT THE EXTENT OF THIS MODIFICATION UNLESS OTHERWISE APPROVEDBYTHEENGINEE0. 8. FOR DISPOSITION OF SALVAGE MATERIALS, SEE SPECIAL PROVISIONS. ! 9. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARMENT - Ili � 12' OF TRANSPORTATION STANDARD SPECIFICATIONSSECTION 8Q LATEST EDITION, AND STANDARD PLANS, LATEST EDITION. UNLESS OTHERWISE NOTED ON THE PLAN OR IN THE SPECIAL W PROVISIONS. 1 i � 10. SEE STRIPING SHEET FOR PROPOSED STRIPING AND PAVEMENT MARKINGS.�i O 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY VIDEO DETECTION MODIFICATION DURING MY CONSTRUCTION 0 ANDIOR LANE CHANGE. 74 12' �'I 1 12' I K:\Acad\S6eet_fRCs\E—J.dwg Jul 10, 2008 — 1:22pm l CONSTRUCTION NOTES, (this sheet only) DETECTOR SCHEDULE WS ZONE CHANNEL DETECTOR , 1 1-N-1 ❑3 2 1-N-6 6 2 1 2-N-6 6 2 3-N-6 6 3 1 1-E-3 3 2 I -E-8 9 4 1 2-E-8 8 2 3-E-8 0 5 1 1-3-5 5 x 1-S-2 2 6 I 2-S-2 2 2 3-s-2 2 T 1 1-W-7 p INSTALL R9 -3o SIGN. 2 CONSTRUCTION NOTES, (this sheet only) L1 REMOVE AND SALVAGE SIGNAL POLE AND DELIVER TO CITY YARD. PROTECT IN PLACE 2 ❑3 REPROGRAM CONTROLLER TO NEW PHASING. ® COVER SIGNAL AND PED INDICATIONS. �8 F5 FURNISH AND INSTALL VIDEO DETECTION k(6 H7 CAMERA ON DISHING LUMINAIRE MAST ARM PER MANUFACTURE'S INSTRUCTONS. (SEE GENERAL NOTE 6). © FURNISH AND 1451411 VIDEO DETECTION CAMERA PROCESSING UNIT (ITERIS VANTAGE EDGE OR EQUIVALENT) INSIDE CONTROLLER CABINET. SEE SPECIAL PROVISIONS. 0 INSTALL R9 -3o SIGN. QB PLACE TEMPORARY SIGNAL POLES PER CITY STANDARD PLAN 403. Q FURNISH AND INSTALL SIGNAL POLE AND SIGNAL POLE FOUNDATION COMPLETE AND IN PLACE. ELECTRICAL NOTES: (THIS SHEET ONLY) ® ABANDON. CB INSTALL CONDUIT INTO MISTING PUI-HOX. ® EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY [OF THE CONTRACTOR.. i 5� x�o �•- c y \\. \�- •. �- \ 250 -TO 12 \\ 66+00 LIMIT LINE � m _ `-14510-LOOPS �� \ 14. !\ \\--_—._—_.— PHASE DIAGRAM 2 3 4 �8 0"5 k(6 H7 0"8 (IN FEET) I IM- Zq L CONSTRUCTION NOTES: (THIS SHEET ONLY) STANDARD NO. TYPE HT SIG I LUM LUMINAIREI.LS.N.S. LEGEND SIGNAL MOD TING I PPB CO;; aw REMARKS �1 RELOCATE VIDEO DETECTION CAMERAS AND CONNECT TO EXISTING VIDEO DETECTION SYSTEM. I PEO PHASE A B r2 INSTALL NEW SIGNAL POLE AND FOUNDATION COMPLETE AND IN PLACE. 30 50 ❑3 INSTALL R9-30 SIGN. Jerse IF@o VAS W5 6W SV -1-T JERSEY BLVD ® FURNISH AND INSTALL VIDEO DETECTION B 1-A 10 CAMERA ON EXISTING LUMINAIRE - 6 5 MAST ARM PER MANUFACTURER'S 1-5-5 W -1-T SP -1 -CS 6 INSTRUCTIONS. (SEE GENERAL NOTE 6). 3.0- 1 ❑5 FURNISH AND INSTALL VIDEO DETECTION 30 WOOD BARRICADES 15 CAMERA PROCESSING UNIT (RERIS VANTAGE �j WITH 2 - (N)RS-1 M/S EDGE OR EQUIVALENT) INSIDE CONTROLLER ,' 14' 3.0' CABINET. SEE SPECIAL PROVISIONS. O EXIST R/W 3D IXISi R/1Y / 2 20OW UPS © INSTALL NEW STRAND, SIGNAL MODE FlBER OPTIC SIGNAL INTERCONNECT CABLE TO SV -2 -T SP -1 -CS B 14' X. 7th Si APPROX. 1966 FEET. (SEE GENERAL NOTE 12) I 29-5-100 INSTALL NEW HORIZONTAL I.LS.N.S. 50 15 20OW UPS MAST ARM AND MEET NAME SIGNS AS ILC W6 SV -1 -T (SEE SHEET E-1 FOR DETAIL) ❑R REMOVE EXISTING EVP EQUIPMENT FROM EXISTING POLE AND REUSE TO MOUNT ON NEW POLE AS SHOWN PER PLAN. — ❑9 REMOVE AND SALVAGE EXISTING CONTROLLER CABINET. REMOVE AND REUSE - EXISTING CONTROLLER EQUIPMENT __ COMPLETE. FURNISH AND INSTALL NEW _ _ _1�_ TYPE R CONTROLLER CABINET AND y-1 REINSTALL EXISTING EQUIPMENT. - - - — 10 FURNISH AND INSTALL PEOESTRUN HEADS WITH A COUNTDOWN TYPE LED ORANGE AND WIVE SECTIONED MODULES IN TYPE A HOUSING. 11 REMOVE AND SALVAGE LED TYPE MODULES ALL OTHERS SHALL BE DISPOSED OF BY THE CONTRACTOR. _ 12 FURNISH AND INSTALL A MODEL IFS 9130 SHR FIBER OPTIC MODEM IN COMMONER CABINET AND INSTALL SIC FIBER OPTIC CABLE COMPLETE AND IN PLACE. FBI ABANDON ©B INSTALL CONDUIT IWO EXISTING PULLBOX. Un ®EQUIPMENT OR MATERIAL TO BE REMOVEDTHi — — - AND BECOME E PROPERTYTH OF E CONTRACTOR. ®REMOVE AND REUSE EQUIPMENT. -- -.---- GENERAL NOTES (THIS SHEET ONLY) 1. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 2. ALL NEW WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PPoISE IDENTIFICATION. 3. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PROPOSED SIGNAL PHASE DIAGRAM. 4. NEWVEHICLE HEADS SHALL BE IT L.E.D. (LIGHT EMITTING DIODE) LENSES AND CONFORM TO SPECIFICATIONS IN THE SPECIAL PROVISIONS. 5. =- INDICATES PROPOSED VIDEO DETECTION ZONE. NOT PHYSICAL INSTALLATION. 6. VIDEO DETECTION SYSTEM AND CAMERAS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. MANUFACTURER REPRESENTATIVE SHALL BE PRESENT DURING THE INSTALLATION OF THE VIDEO DETECTION. J. ALL EXISTING CONDUIT SHALL BE REUSED UNLESS OTHERWISE NOTED AND NEW CONDUCTORS SHALL BE USED THROUGHOUT THE EXTENT OF THIS MODIFICATION UNLESS OTHERWISE APPROVED BY THE ENGINEER. S. FOR DISPOSITION OF SALVAGE MATERIALS, SEE SPECIAL PROVISIONS. 9. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARMENT OF TRANSPORTATION STANDARD SPECIFICATIONS -SECTION 86, LATEST EDITOR, AND STANDARD PLANS, LATEST EDITION, UNLESS OTHERWISE NOTED ON THE PLAN OR IN THE SPECIAL PROVISIONS. 10. SEE STRIPING SHEET FOR PROPOSED STRIPING AND PAVEMENT MARKINGS. 11. TRAFFIC SIGNAL HEADS TO BE COVERED DURING DAY CLOSURE ONLY. LEFT TURN POCKETTO REMAIN OPEN ATALL OTHER TIMES Jul 10, 2008 - i -W-4 11.- 2 C- 3#8, 2#10, 2 #12 CE. LUMINAIRES, HENS) SERVICE POINT EXIST. SCE HANDHOLE m U4 H W POLE SCHEDULE STANDARD NO. TYPE HT SIG I LUM LUMINAIREI.LS.N.S. LEGEND SIGNAL MOD TING I PPB PDX LOCATION REMARKS VEHICLE 34 I PEO PHASE A B FUTURE 29 -5 -BOE 30 50 1 15 20OW HIPS Jerse IF@o VAS W5 6W SV -1-T 1-E-3 13' 3.0' EXISTING EVP B 1-A 10 e 2 3-E-6 6 5 1 1-5-5 W -1-T SP -1 -CS 6 14' 3.0- 1 © 24-4-100 24-4-10D 30 30 15 200W HPS Hoven Oso MAS M/S a SV -I -T SP -1 -CS 6 14' 3.0' ® EXISTING EVP •• MOUNT SIGNAL HEAD AT tJ FEET O 15 3D 15 20OW UPS IEVP 09 k 09 SV -2 -T SP -1 -CS B 14' 3.0' E 29-5-100 30 50 15 20OW UPS JerseyIke AS ILC W6 SV -1 -T SP -1 -CS 6 IT 3.0' EXISTING EVP 15T5 E) 30 15 Towflip' W-2 -T SP -1 -CS 2 15' 3.0' G 26-4-100 30 40 15 200W UPS Haven ` MAS MAS SV -i -T 2 12' 3.0' FOR FUTURE USE 15TS 30 15 20OW UPS �0000©eoo SV -2-T SP -1 -CS NOTE: ALL EQUIPMENT ARE NEW UNLESS OTHERWISE NOTED (E) = EXISTING 6'x25' z n i N 6'x25' EXIST R/W sMICE 11,4170(04' F16ER I 60NIAIM AND INSTALL sVJE6P5 T"D HgNDHOLE I 4 EXIST (4)4ePIBER CONDUIT EXIST (4)0 SLEBC- PER PWG 21E� CLnIDUfT' II D3 Nlvu'i 6w1B 0 0 1 -E-8 I 11' 13' 13' 11' _ HAVEN AVENUE 16' PHASE DIAGRAM DETECTOR SCHEDULE VOS ZONE FUTURE o---� 91 2 34 1-N-1 1 FUTURE 6 FUTURE IIHRUE 4 /�IIy V 2-N-6 95 96 H7 0'8 oz GRAPHIC SCALE (IN FEET) 1lI • 2q 25 TO CROSSWALK z n CONDUCTOR SCHEDULE DETECTOR SCHEDULE VOS ZONE CHANNEL DETECTOR 1 1 1-N-1 1 2 1-N-6 6 2 1 2-N-6 6 2 3-N-6 6 3 1 1-E-3 3 2 1-E-6 8 4 1 2-E-9 e 2 3-E-6 6 5 1 1-5-5 5 2 1-S-2 2 6 1 2-5-2 2 2 3-5-2 2 ] 1 1-W-7 T 2 1-W-4 4 1 W CI k 06 EVP 02 k 05 VP 03 k e6 IEVP 09 k 09 �0000©eoo moo©©©ao© NOTE: ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED. (E) = EXISTING DETECTOR SCHEDULE VOS ZONE CHANNEL DETECTOR 1 1 1-N-1 1 2 1-N-6 6 2 1 2-N-6 6 2 3-N-6 6 3 1 1-E-3 3 2 1-E-6 8 4 1 2-E-9 e 2 3-E-6 6 5 1 1-5-5 5 2 1-S-2 2 6 1 2-5-2 2 2 3-5-2 2 ] 1 1-W-7 T 2 1-W-4 4 1 W CI k 06 EVP 02 k 05 VP 03 k e6 IEVP 09 k 09 QUEUE CUTTER PRE—EMPTION OPERATION 1. THE QUEUE -CUTTER SIGNAL SHALL DISPLAY A CIRCULAR GREEN INDICATION. WHEN ACTIVATED OR PREEMPTED, THE QUEUECIM U= SIGNAL SHALL DISPLAY A CIULAR YELLOW DURING THE YELLOW CHANGE INTERVAL FOLLOWED By CIRCULAR RED INDICATION. 2. THE QUEUE-0UI1ER SIGNAL SHALL BE ACTIVATED BY A VEHICLE PRESENCEFROMTHEDEIECFORLOOPS 3. THE QUEUE CUTTER SIGNAL SHALL BE INTERCONNECTEDWITH TRAIN DETECTION CIRCUITS AND BE PREEMPTED UPON APPROACH AND PASSAGE OF A TRAIN. PREEMPTION SHALL OVERREDE OPERATION OF THE QUEUE DEIECITON SYSTEM. 4. WHEN THE QUEUE LENGTH IS REDUCED AND NO PREEMPTION CALL IS PRESENT, THE QUEUE -CUTTER SIGNAL SHALL RETURN TO STEADY GREEN POLE SCHEDULE GATE <TTP1 __ STANDARD UMINAIR VEHICLE SIGNALMWNTING FED SIGNAL -PPB POLE LOCATION (s¢orrrl'AO STOP No. HPSV I.I.S.N.S. REMARKS SIG. WM. 02 RAILROAD WARNING DEVICE 0 1 TPE M.A. M.A. MAST ARM POLE MIG. 0 WAD 0 E B C A 1 16-1-100 1 15' MAS I SV -1-T I I ISEE QUEUE WITTER SIGNAL LOCATION DETAIL ALL EQUIPMENT IS NEW EXCEPT AS SHOWN. HOUSE Uma .� 1 SCALE: 1--20' WHEN AN APPROACHWO TRAIN IS DETECTED, THETRAFFlC SIGNAL ATTHETRACKS WILLCHANGEFROMGREENTOYELLOWTMN IIED.DURDJG RAILROADPRE-EAIPTION,TT@TItAFFlCSIGNALAT JERSEY WILL DISPLAY A GREEN LIGHT FORNORTHDOUNDTRAFFTC FORASLONGASTRAFFICISDEIE ONTHEQIJEIJECLEARING LOOP. VU oe�/'/ GATE <TTP1 __ lE [UTTER SIGNAL A, CONTRACTORSHALLCONTACTSCRRAPRIORTOTHB RU CONSTRUCTION OF TIFEUNDERGROUND FACMYINSTALLATION. OD NOT CONTACT SIGNAL OFFICEAT 909-8594I0Q R HOURS PRIORTO STOP EXCAVATION FOR INSTItUC1IONS, ON 2 TRACKS 000 02 RAILROAD WARNING DEVICE 0 A I sLL sce rLAN 9i I FOR ELECTRICAL SERVICE CONNECTION T10r 5 4+00 55+00 _ I I 360' TO SIGNAL57+00 63+ 1-N-02 1 02+ PRE EMPTION — — — — — — — — — — — — — — — — — — — — — 01 02+ PRE EMPTOR II 1-N-02 --------------- 1 2 1 rA*N LL 2- C., 2 D PRE -E TON CABLE, ••INSTALL 2- C., W11H 1 S.LC. TO CONTIiO •LER NEAR "INSTALL 2- C., WITH 2 OLC Q 2 6% AND SIC TO CONTROLLER NEAR TO JERSEY BLVD CONTROLLER 01 R / RR _�-------- - - - CABINET PHASE DIAGRAM GROUP A GROUP B i UNUSED — _ UNUSED UNUSED P � l 1' p( 01 02 03 04 W 12' UNITE i UNUSED UNUSED UNUSED UNUSED RR LIMIT LINES FE QUEUE CUTTER SIGNAL 05 06 07 0B APPROACH QUEUE CUTTER SIGNAL LOCATIDN CONSTRUCTION NOTES AND SIGN PLACEMENT R1 PROVIDE k INSTALL TYPE R CABINET AND FOUNDATION COMPLETE WITH CONTROLLER, (1) TWO CHANNEL ILD SENSOR UNIT, 2 DETECTOR RACK AND SWITCH PACKS. RAILROAD PREEMPTION EQUIPMENT AND INTERCONNECT INTERFACE, CELLULAR MODEM, AND ASC 3-2100 CONTROLLER, BATTERY BACKUP, AND ALL OTHER NECESSARY EQUIPME T TO PROVIDE THE SPECIFIED OPERATOR. CABINET TO BE WIRED FOR FUTURE 8 PHASE SIGNAL OPERATION. (SEE SPECIAL PROVISIONS). F2 FURNISH AND INSTALL 120/240 VOLT TYPE III -BF SERVICE WITH 100 AMP (MAIN), 50 AMP 120 VOLT (METERED SIGNAL CIRCUIT), PER EDISON COMPANY REQUIREMENTS AND STANDARDS AND CITY SID PLAN 407. LOCATION SHALL BE APPROVED BY THE ENGINEER. SERVICE POINT PER SCE PLAN. F3 INSTALL 2- CONDUIT WITH 2#6UIT WITH yy FOR SIGNAL ORS (( pp •'� SCR ALLHOUSINGDTO THE SATISFACTION OF14 THE RARROAD.ALCONTRACTOR TO LSHALBOX LA HAVE 20'THIN 4 FT OF OF EXCESS WIRE IN THE PULLBOX E5 INSTALL RAILROAD PRE-EMPTON IN EXISTING CONTROLLER CABINET MODIFY CABINET AS REQUIRED FOR THE PROPOSED RAILROAD PRE-EMPTON OPERATON E6 CABINET AND CONTROLLER TO BE SALVAGED TO CITY. AT COMPLETION OF THE PROJECT OR WHEN THE DETOUR ROAD IS REMOVED. CONTACT PAT GALLAGHER AT 909-477-2740 EXT 4109 FOR INSTRUCTIONS. F7 INSTALL 2" CONDUIT BY JACKING METHOD UNDER SCRRA TRACKS e� INSTALL 3- CONDUIT BY JACKING METHOD UNDER SCRRA TRACKS FOR SCE TO HANDHOLE TO THE SATISFACTION OF SCE AND RAILROAD f9 INSTALL HANDHOLE PER SCE REQUIREMENTS. SERVICE POINT PER SCE PLAN. 10 INSTALL 2- CONDUIT WITH PUtLROPE. RAILROAD CROSSING APPROVED BY: GATE <TTP1 RAILROAD NOTESU lE [UTTER SIGNAL A, CONTRACTORSHALLCONTACTSCRRAPRIORTOTHB RU CONSTRUCTION OF TIFEUNDERGROUND FACMYINSTALLATION. OD NOT CONTACT SIGNAL OFFICEAT 909-8594I0Q R HOURS PRIORTO STOP EXCAVATION FOR INSTItUC1IONS, ON 2 TRACKS QUEUE CUTTER SIGNAL SHALL NOT OBSTRUCT FULL VIEW OF 02 RAILROAD WARNING DEVICE GENERAL NOTES 1. Traffic signal and highway safely systems shall Standard LPlans ndyStandardpS provisions Caltrans Specifications dated may 2006, as shown hereon. 2. All materials and equipment shall be fumished and Installed by the CONTRACTOR unless otherwise shown. 3. At the time the signal tum -on, all signal equipment shall operate according to the design specified in the plan and speciricotion and to the satisfaction of the Engineer in the field. 4. Locate all substructures prior to construction. Dig foundations until clear of obstructions. Coordinate pole installations with overhead and underground utility owners. Contact Underground Service Alert al (800) 227-2600, 46 hours prior to construction. 5. Obtain approval for exact equipment location prior to final placement. 6. Condult shall be 2 -Inch rigld metol unless shown otherwise. 7. Pullboxes shall be no. 5 and reinforced concrete, unless shown otherwise. Pullbox covers shall be marked -TRAFFIC SIGNAL-. 8. Wiring shall be marked (tagged) within the controller cabinet and in the pullboxes for phase Identification. The color code of the wires shall follow Caltrans Standards. 9. Vehicle signal heads shall have 12- LED lenses, visors and bookplates. 10. Loop detectors shall be circular and Type E. Center loops in the traveled portion of the lone unless shown otherwise. CONDUCTOR APPROVED BY: SCHEDULE AWGORIZE CABLE TYPE pp q E POLE OR CIRCUIT RU "Fy FID. R -R -3D0 � ♦ lAl CUOBO ND 3-13-1 swml Nr'/ CIV II p•2 f DF CALTFO 1 2 C0. 14 CARLES 0 3CSC 0 N 0 D N U D C U T C 0 12CSC T R 0 R S 02 POLE - A 0 1 TOTAL CABLES -3 CONDUCT./12 CONDUCT, 1 B SIGNAL SERVICE TYPE 'B' DLC 02 LOOP LEAD-IN •'INTERCONNECT- 6 PAIR 22 CABLE ••RAILROAD PREEMPTION CABLE TOTAL CONDUCTORS CABLES 51 c., WITH 1 S.I.C. 0 � \ 02' 0 P / .0 1 And!. I I PROPOSED 1 S.I.C. I I I I I V V I I DESCRIPTION OF REVISION DATE cm I➢PMNm CITY OF RANCHO CUCAMONGA DIAL TOLL FREE TRAFFIC SIGNAL 1-800-227-2600 HAVEN AVENUE AT LEAST TWO DAYS QUEUE CUTTER AT RAILROAD BEFORE YOU. DIG . uNnmcRnwn wVTM AIFRT nF cNJWFAu 0WIPARN,A HAVEN AVENUE GRADE SEPARATION PREPARED UNDER THE SUPERMSION`OR R.C.E. 42080 Lt. EXP. 3/31/2010 DATE: 7 29 o$ y r g. •.•<74 RCE: 47,196 W PRmARm er REfA luoyym 1593 LIBERTY DRIVE COMIN CA 94881 sl ET PHONE ((951)) 898-OT/2 FAX (950 2]8-4110 60 OF 14 QUO.! TRAFFIC E1EA0 lE G FMAN. PR.C.L N MN^N .E 092D99_ aG 11O' Fix WTE n1c No E-9 2220 APPROVED BY: CITY ENGINEER QµOFFST/d,. sp��. Fe _`I!� 'S omcx , "Fy FID. R -R -3D0 � ♦ lAl CUOBO EE swml Nr'/ CIV II p•2 f DF CALTFO cJF xECKED y r g. •.•<74 RCE: 47,196 W PRmARm er REfA luoyym 1593 LIBERTY DRIVE COMIN CA 94881 sl ET PHONE ((951)) 898-OT/2 FAX (950 2]8-4110 60 OF 14 QUO.! TRAFFIC E1EA0 lE G FMAN. PR.C.L N MN^N .E 092D99_ aG 11O' Fix WTE n1c No E-9 2220 AS -BUILT WITH NO CHANGES 100' TO SANBAG R/W y 75' TO SANBAG R/W i EXISTING ¢ EXISTING SCRRA MAIN LINE SCRRA SIDING TRACK - SHOOFLY j ¢ SHOOFLY TRACK NO.1 j TRACK NO.2 - VARIES 3.5' 12.5' ! TRACK CENTERS VARY i i j NOTES: 15' MIN 1 i 1. ALL STATIONING BASED ON SCRRA MAIN LINE. VARIES TOP OF LOW RAIL !- VARIES y 15' T.C. i 2. TOP OF SUBGRADE PLANE SHALL BE ESTABLISHED FROM TOP OF SUBGRADE PROFILE AND CROSS -SLOPE. FOR TOP OF SUBGRADE EXISTING CL FENCE---,,¢ I PROFILE. SEE DRAWING N0. CV -01. 3' MIN ! Eu ! I i 3. SCARIFY AND REC06PACT SUBGRADE TO 95% OF MAXIMUM PROCTOR s !DENSITY. FOR A MINIMUM OF 12 BELOW TOP OF SUBGRADE. GROUND,____________ r FJ,IILKWA,Y 4. FOR FLOW LINE ELEVATIONS. SEE DRAWING NOS. RP -01 THRU RP-04._EXISTING _ -- --, S. FOR LOCATION AND INVERT ELEVATIONS, SEE PLAN AND / SpA -- ---- ----- - - TIMBER TIE i i ''------------ PROFILEDRAWINGS PROFILE DRAWINGS (RP -03). 1' 6. WHERE THE TOP OF SUWGRADEIS BELOW EXISTING GROUND AT LINE A 12" MIN BALLAST 10' FROM SOUTH OF ¢ SHOOFLY TRACK NO.2. SLOPE BASE OF SUBGRADE UP AT LINE A 2:1 TO---EEEXISTING GROUND, OTHERWISE. CONTINUE 1.1% SUBGRADE PROFILE (SEE NOTE 2) CROSS -SLOPE TO EXISTING GROUND. FLOW LINE (LEVEL GRADE) (SEE NOTE 41 TOP OF SUBGRADE ISNOTE 2) 7. TYPE K TEMPORARY BARRIER TO BE PLACED AT RIGHT -0F -WAY LINE. SEE DWG NO. RP -03 FOR PLAN 6 DWG NO. CO -01 FOR DETAILS. AECOMPACTED SUBGRADE (SEE NOTE 3) 6. BETWEEN STA AND STA GRADING FOR TYPICAL CROSS -SECTION THROUGH DRAM SUBGRADE THROUGH HAVEN AVE CflOSSING PER DRAWING NO. CV -01. HA CROSSING PER STA 990+00 T 0 STA 996+33 9. CONTRACTOR IS RESPONSIBLE FOR GRADING ONLY AT LOCATIONS GREATER THAN 13' FROM ACTIVE SCRRA TRACKS. ALL GRADING WITHIN SCALE: NO SCALE THE 13' CLEAR ZONE WILL BE GRADED BY SCRRA FORCES. 100' TO SANDAL R/W 75' TO SANBAG R/W - --.1. I SHOOFLY SHOOFLY EXISTING EXISTING TRACK NO,1 TRACK NO,2 SCRRA MAIN LINE SCRRA SIDING TRACK VARIES VARIES 2' 3.5' 12.5' TRACK CENTERS VARY ! VARIES ! 15' T.C. 15' MIN Ea EXISTING CL FENCE 3' MIN i ! 10' VARIES LLoi WALKWAY j SEE NOTE 6 TOP OF LOW RAIL v TYP ! EXISTING GROUND B:1 B:1 I ! z -- 12" MIN BALLAST TOP OF SUBGRADE (SEE NOTE 2) 7SIJBGRADE FLOW LINE (LEVEL GRADE] (SEE NOTE 41 RECOlPACTED SUBGRADE (SEE NOTE 3) PROFILE (SEE NOTE 2) TYPICAL CROSS-SECTION STA 996+33 TO STA 1001+50 SCALE: NO SCALE SANBAG R/W 50' 75' TO SANBAG R/W l 47.5' I SHOOFLY ¢ SHOOFLY ¢ EXISTING EXISTING ` TRACK NO.1 TRACK NO.2 SCRRA MAIN LINE SCRRA SIDING TRACK 2' MIN i 6.5' MIN i TRACK CENTERS VARY VARIES 15' T.C. Cm WALKWAY ! I 15' MIN I rnlerlwvxenslw DAM °fsuermrEui TYPE K TEMPORARY - ! ! ! 10' VARIES 1' SEE NOTE 6 I CITY OF RANCHO CUCAMONGA BARRIER (SEE NOTE 7) ��'.� gal ! ! ! TYP_ I«- F? ...o 6:1 D:1 B:1 EXISTING GflOUND MAX _Z•/ 1.1% -'"= ---�---?---'�--�----- T�!� ! T TRACK TYPICAL CROSS SECTIONS - - X2:1 I .. I SHEET 7 OF 3 12" MIN BALLAST TIMBER TIE TOP OF SUBGRADE (SEE NOTE 2) HAVENAVENUEGRAOESEPARAnON 6" UNDERDRAIN SUBGRADE PROFILE (SEE NOTE 2) APPROVED BY: DAT[: 5-1 4-09 (SEE NOTE 5) CITY ENGINEER �: — 421st RECOI.PACTED SUBGRADE (SEE NOTE 3) xsla `nar Heeu®m: nEc wEn TYP I CAL CROSS-SECTION P'mHONCY ERSON STA 1004+25 TO STA 1006+70 (SEE NOTE 8 ) Azz °""" „��;�°°"`�°�"` R.urGo 67 w N clgatver,•drgpraf.x'IS(gatvar,•dxgnema'I S(edt.me, O. MON 00'; YYYY-H:MMem/pm) SCALE: NO SCALE a¢TE GZ Ie C037291 ounw M. LTAPPAM RGD7 D.� q¢w 10:00:15 AM ro(ec s\ \ oven\ rewmgs\RC-Ol.s 9920 AS-BUILT SA BAG WITH NO CHANGES _ 50' 75 TO SANBAG R/W j ! I EXISTING ¢ EXISTING SCRRA MAIN LINE SCRRA SIDING TRACK VARIES (SEE NOTE 5) I 15' T.C. i NOTES: 1. ALL STATIONING BASED ON SCRRA MAIN LINE. SHOOFLY ¢ SHODFLY jj 2. TOP OF SUBGRADE PLANE SHALL BE ESTABLISHED FROM TOP OF ITRACK N0.1 TRACK N0.2 SUBGRADE PROFILE AND CROSS-SLOPE. FOR TOP OF SUBGRADE 3' MIN i TRACK CENTERS VARY 10' VARIES PROFILE. SEE DRAWING N0. CV-01. WALKWAY Ea I 15 MIN j SEE j I 3. SCARIFY AND REC06PACT SUBGRADE TO 95% OF MAXIMUM PROCTOR VARIES TOP OF LOW RAIL ! i' iNOTE 6 �i I 0 -'! I DENSITY. FOR A MINIMUM OF 12" BELOW TOP OF SUBGRADE. 0' MIN �z ! j'-TYP 4. FOR FLOW LINE ELEVATIONS: SEE DRAWING NOS. RP-01 THRU RP-04. Ian 8:1I---$'--r '8:1 AMAX ti' 1 "�- EXISTING GROUND �� 1.1X = ��-_--� _______.._ - I ! �'�_----_______ 5. FOR UNDEADflAIN LOCATION AND INVERT ELEVATIONS. SEE PLAN AND I I PROFILE DRAWINGS (RP-03). 12" MIN BALLAST TINIER TIE 6. WHERE THE TOP OF SU GRADE IS BELOW EXISTING GROUND AT LINE A TOP OF SUBGRADE (SEE NOTE 2) 10' FROM SOUTH OF SHOOFLY TRACK NO.2r SLOPE BASE OF SUBGRADE UP AT LINE A 2:1 TO XISTING GROUND. OTHERWISEr CONTINUE 1.1% 6" RECOMPACTED SUBGRADE (SEE NOTE 3) CROSS-SLOPE TO EXISTING GROUND. EE NOTE 5) (SEE NOTE 5) SUBGRADE PROFILE (SEE NOTE 2) 7. TYPE K TEMPORARY BARRIER TO BE PLACED AT RIGHT-0F-MAY LINE. SEE DWG NO. RP-03 FOR PLAN d DWG NO. CD-01 FOR DETAILS. TYPICAL CROSS-SECTION 8. TRANSITION GRADING TO ADJACENT CROSS-SECTION BETWEEN STA 1006+70 STA 1006+80 TO STA 1008+90 (SEE NOTE 8 ) AND STA 1006+60. SCALE:NO SCALE 9. TRANSITION GRADING TO ADJACENT CROSS-SECTION BETWEEN STA 1000+90 AND STA 1009+00. 10. ALL BALLAST PLACED FOR SHGOFLY TRACKS WILL BE REMOVED AT THE END OF THE PROJECT. SANBAG 11. CONTRACTOR IS RESPONSIBLE FOR GRADING ONLY AT LOCATIONS R/W GREATER THAN 13' FROM ACTIVE SCRRA TRACKS. ALL GRADING WITHIN 501 75' TO SANBAG R/W THE 13' CLEAR ZONE WILL BE GRADED BY SCRRA FORCES. SHOOFLY SHOOFLY EXISTING EXISTING TRACK N0.1 TRACK NO.2 SCRRA MAIN LINE SCRRA SIDING TRACK VARIES 1VARIES 12.5' TRACK CENTERS VARY ! VARIES I 15' T.C. i Eo ! 15' MIN 3' MIN I of I I WALKWAY i TOP OF LOW RAIL i 1 � i I o Imo- TYP I TYP 1' I !'- 18:1 I j EXISTING GROUND---,,,�n 1.1X - ' '. I '-' ; x ----�-'� `��_ -T- --7; -- - --- ---------------- j i TIMBER TIE 12" MIN BALLAST TOP OF SUBGRADE (SEE NOTE 2) FLOW LINE (LEVEL GRADE) RECOMPACTED SUBGRADE (SEE NOTE 3) (SEE NOTE 4) SUBGRADE PROFILE (SEE NOTE 2) TYPICAL CROSS-SECTION STA 1009+00 TO STA 1011+50 (SEE NOTE 9) SCALE: NO SCALE SANBAG R/W 501 75' TO SANBAG R/W EXISTING EXISTING SCRRA MAIN LINE15' T.C. SCRRA SIDING TRACK 12.51 SHOOFLY ! ¢ SHOOFLY TOP OF IOW HAIL TRACK N0.1� TRACK N0.2 ! of TRACK CENTERS 3' MIN VARY DESCRIPTION OR REVISION DAMuvnavEo� 15' MIN jQl WALKWAY ssILII j i Ea j i ! CITY OF RANCHO CUCAMONGA � LLoi 11 i! 8_10;1 I I 8:1 0 _ _ _ _ a 1.1x 2 _ TRACK TYPICAL CROSS SECTIONS TIMER J b - �' TIE I ----1----------------------- _EXISTING _GROUND '" _ �------------- —-------� - SHEET 2 OF 3 SUBGRADE PROFILE (SEE NOTE 2) HAVEN AVENUECRAOESEPARATION 12" MIN BALLAST APPROVED BY: TOP OF SUBGRADE (SEE NOTE 2) CITY ENGINEER r Ri: TYPICAL C ROSS -SECTION RECOAPACTED SUBGRADE ISEE NOTE 3) MIIC.gHaNfl ^s P°BRTiERSaN me ROM STA 1011+50 TO STA 1014+00 R ®- DNFm P4550 �flfEINCIr m.rm o� SCALE: NO SCALE R.urco ^^� 62' Or I44 Slgetvar,'dxgprs Fix')$( 9 stver,'dx9nema'I Vodtrma• 0•MON DD'; YYYY - H:MMem/pm) CRFT.T L o CO3T291 uunxiwo. T.TAPPAN YOd R[.—Dz aFP FRF tir 10:0929 MI J;\Projects\URS\Hoven\Drawings\RC-02.sht - 2220 AS -BUILT WITH NO CHANGES 100' TO SANBAG R/W 75' TO SANBAG R/W i EXISTING ¢ EXISTING SHOOFLY SHOOFLY SCRRA MAIN LINE SCRRA SIDING TRACK j TRACK NO.1 TRACK NO.2 ! i 15' T.C. NOTES' j I. ALL STATIONING BASED ON SCRRA MAIN LINE. TIP OF LOW RAIL j j I 15' T.C. i 2. TOP OF SUBGRADE PLANE SHALL BE ESTABLISHED FROM TOP OF SUBGRADE PROFILE AND CROSS -SLOPE, FOR TOP OF SUBGRADE i PROFILE. SEE DRAWING NO. CV -01. 3' MIN j EO WALKWAY i I 3. SCARIFY AND RECO)PACT SUBGRADE TO 95% OF MAXIMUM PROCTOR DENSITY. FOR A MINIMUM OF 12' BELOW TOP OF SUBGRADE. 1' EXISTING GROUND TYP LEVEL ! 4. FOR FLOW LINE ELEVATIONS. SEE DRAWING NOS. RP -01 THRU RP -04. ________________________ __ ___1 I 8:1 H:1 i _ _____ __ __ _______________ I m 5. FOR UNDERRIN LOCATION AND INVERT ELEVATIONS. SEE PLAN AND I IV Itj PROFILE DRAWINGS (RP -03). TIMBER TIE 6. WHERE THE TOP OF SU GRADE IS BELOW EXISTING GROUND AT LINE A 12° MIN BALLAST 10' FflOM SOUTH OF SHOOFLY TRACK NO.2. SLOPE BASE OF SUBGRADE A R0UND. OTHERWISE. CONTINUE 1.1X SUBGUP RADE PROFILE (SEE NOTE 2) SNORING VRECOMPACTED WALL CROSS-SLOPETOE%ISTINGSGfl011NDTING TOP OF SUBGRADE (SEE NOTE 2) 7. TYPE K TEMPORARY BARRIER TO BE PLACED AT RICHT-0F-WAY LINE. SUBGRADE (SEE NOTE 3) SEE DWG NO. RP -03 FOR PLAN & DWG NO. CD -01 FOR DETAILS. B. BETWEEN STA 1001+50 AND STA 1004+25. PERFORM GRADING FOR TYPICAL CROSS-SECTION SUBGRADE THROUGH HAVEN AVE CROSSING PER DRAWING NO. CV -01. STA 1001+75 T 0 STA 1 004 +00 9. CONTRACTOR IS RESPONSIBLE FOR GRADING ONLY AT LOCATIONS GREATER THAN 13' FROM ACTIVE SCRRA TRACKS. ALL GRADING WITHIN SCALE: NO SCALE THE 13' CLEAR ZONE WILL BE GRADED BY SCRRA FORCES. 100' TO SANBAG R/W (STA 1006+00 TO 1014+00) 10. ALL BALLAST PLACED FOR SHOOFLY TRACKS WILL BE REMOVED AT THE END OF THE PROJECT. 50' TO SANBAG R/W (STA 990+00 TO 1001+00) 75' TO SANBAG R/W ! i .1. i 60 UNDERDRAIN SCRRA MAIN LINE SCRRA SIDING TRACK TSTA 1009M0+00 TO SHOOFLY SHOOFLY (FINAL) (FINAL) i STA 1011+50) DITCH i j j TRACK NO.1 i TRACK NO.2 i_ 15' T.C. (VARIES STA 990+00 TO STA 1001+50) i 12'ACCESS RD EXISTING CL FENCE 33' I I i (PHASEI2) i i i j i i i i i i i j j i EXISTING GROUND ! I ! _�l___ _______�________ ________' I_____ _i___-'"-- e --_-- TOP OF SUBGRADE REMOVE BALLAST AND TRACKS 6" AC OVER 12° CAB WHEN SHOOFLY DEACTIVATED 7 (Tl --9) ACCESS ROAD RECOMPACTED SUBGRADE STA 1006+00 TO 1011+66.20 (PHASE 2) TYPICAL CROSS-SECTION STA 990+00 TO STA 1001+00 STA 1006+00 TO STA 1014+00 SCALE: NO SCALE 100' TO SANBAG R/W (STA 1001+00 TO 1002+50) _ 50' TO SANBAG R/W (STA 1004+00 TO 1006+00) 75' TO SANBAG R/W 1 47.5' i I ! SHOOFLY SHOOFLY I SCRRA MAIN LINE ¢ SCRRA SIDING TRACK ! I TRACK NO.1 TRACK NO.2 (FINAL) (FINAL) 15' j 15' T.C. V 15' 12' 1 33' I REMOVE K -RAIL WHEN i j I c1n osswlrnw v uvlslw DACE uGeovEo, SHOOFLY DEACTIVATED i i j B:1 H:1 z, CITY OF RANCHO CUCAMONGA EXISTING GROUND �— _____TRACK ----------'-------------------J TYPICAL CROSS SECTIONS 6" UNOERDRAIN \iLNO SHEEr3 Of 3 6° AC OVER 12" CAB TOP OF SUBGRADE(01=9) ACCESS RCAB pEAW1VE BALLAST ANO TRACKSHAVENAVENDEGRAOESERARAPON PLACE STA 1005+36.44 TO 1006+00 flECOMPACTED SUBGRADE WHEN SHOOFLY DEACTIVATED SUBBALLAST TO 12° MIN. BELOW TIE APPROVED BY: DATE: (PHASE 2) CITY ENGINEER RS: TYP I CAL CROSS-SECTION MSICH ��,r, STA 1001+00 TO STA 1002+50+/ -( WEST END OF BRIDGE) P.MAHONE 9 ERSON STA 1004+00+/ -( EAST END OF BRIDGE) TO STA 1006+00 DRAMSSOIfESNC m R.urcO 63 ff 144 SCALE: - NO SCALE maw �n C037991 uwnro W. Slgatven'dxgprafix )Sfgatver,'dxgneme'1 Sfadt,me. 0, MON OD': YYYY - H:MMem/pmt TiTAPPAN urrt r,a a RC -03 10:10:08 AM J:\Projects\URS\Haven\Drawings\RC-03.sht 222D AS-BUILT WITH NO CHANGES CURVE SF1-1 IU LUZ) SDc=t•Do' TO SAN BERNARDINO V 5(FI RR WEST MP E43 z"RR EAST 7 Eu=3.870IP): 1.62°fFl LLIR�K�XI&TING-ax I U � � (-a L6 = 50' _ x W Lc = 351'U —0 fi�l m= HUMBOLDT AVE EXISTING+ �$ SANBAG R/W ��lwo' _ r NOTES: � O ¢;� P + �7 �,,, N uLL IFT TRACK (252 IF LV 1. ALL WORK ON THIS SHEET TO BE PERFORMED BY CIVIL r H-i en,J SURFACE TRACKS a r: z IBY SCRRAMSEE NOTE 5) p CONTRACTOR, UNLESS NOTED OTHERWISE. Q xx_ a ttv�.zac xs. x 4YUMlGRRA4tnc x.--•-x:� aw.—i1! F �:x—z-`�- x P L!) I (SEE NOTE 5) d 2.FOR TYPICAL CROSS-SECTIONS OF GRADING* APPROXIMATE LIMIT $ J SEE DRAWING NOS. RC-01 THRU RC-02. Ct i' a SCRRA OF MAIN LINE w[C SF1-1 3.FOR CROSS-SECTIONS* SEE DRAWING NOS. RC-05 THRUW w _GRA_DI_NGEXISTING Q O RC-07.W — 985+00 10 990100 0.2X z 4.ALL STATIONING IS BASED ON EXISTING SCRRA MAIN LINE* N p UNLESS NOTED OTHERWISE. (589.5 02"EI Z 5.SHIFTED TRACK OCCURS UP TO THE 13' CLEAR POINT ON (SB9.57'02°E) X SCRRA MAIN LINE. TRACK SHIFTS AND SURFACING TO BE PO SF2-1 LSI Q PERFORMED BY SCRRA. a Zr 6.FOR TRACK GEOMETRY DATA* SEE DRAWING NOS. RT-01 a e a EXISTING SCRRA SIDING TRACK ° SHOOFLY TRACK NO .2 m ; p AND RT-02. 'm m -' RIFT TRACK (252 TF1 u 3i)SCflRA7;65E�-W�E-5� ~ xl W m Q 9 '(tSTING-9=-B W LLI z to �pROTECTMP 9DN - o sa ma--x PLACE c --J cX, SPECIAL ABBREVIATIONS: �.- EXISTING 9' BOTR SAN RNW = SEE RT-02 FOR PRIMARY LIST TAS-40:80)- OF ABBREVIATIONS Q Y N I 1 CURVE Sf2-1 Q IL SCRRA MAIN LINE ST SCRRA SIDING TRACK 10 SFt SHOOFLY TRACK NO.1 ~> V D79= 055(FI SF2 SHOOFLY TRACK NO.2 WV ED = I1Z SST SHOOFLY SPUR TRACK U Eu=3.0L6P1*50'62'(F) *51' SPUR EXISTING/PROPOSED SPUR TRACK TRACKWORK LEGEND: PLAN Lc = TRACK SHIFT AND SURFACING BY SCRRA 40' 20' 0 40' 80' 4' 2' 0 4' e' GRAPHIC SCALE: HORIZ: 1" = 40' GRAPHIC SCALE: VERT: 1' = 4' � N- ' It) _ — YS tp 1t1e �¢ i — — __; - — O _ _ `. 1118 = - -- XISTING-SCRRA MAIN LINE LY TRACIENO. -40, _- 1114 - - ---------- - - - -_ __ _ 1114 _._� -. — ...- _ _.. _ _.— __ - ._ -_ XISTING- GROUND _-- ___ __ ' - - _- _.. ,_—.. 1110 - - L==100 TI 3H00F Y- P OF RAIL RACK-Rif TOP OF RTIL -1 m IDING TRACK - -4 _ "-_ - - --p F, _ G1 = .22X __-. _ ___ _ _.-.— _.-_ 1118 I�o;i Xi 4v aw ---- -- -- : -o 1114 -- -- - I _ - - - .:._ - _ --- -- 1174 - -- - -- - --$ ' - -- --_ I -_ _ IXSUIPTIIN ff REYISIQI OAIE IPP tflRID1 � � � _. — 0UNc_ _O CITY OF RANCHO CUCAMONGA1110 — 1110RODN --_ - T� PROFILE (SHOOFLY) - i 7D6 1106 FROM 982+OO T0 99200 1, f 982+00 983+00 984+00 985+00 986+00 987+00 988+00 989+00 990+00 991+00 992+00 HAVENAVENUEGRAOESEPARATION APPROVED BYtBATE: / 8-14-OB Cm EKCIKPFW % ' (' Rat — 4jL% MSIM nAx mm Sys RE cR PROFILE P.MAHONE a ERT°" GRAM g Bass fifes, INC m.R�. R.urco E4 ff 144 MeaW MAumm. � mm L'Oj7291 —& $(gatver,'d.gpref,x')$(getvar,'dngnamo') 91edt,me, O, MON DD'; YYYY - H:MMam/pm) T.TAPPAN RP-07 UAR9 PI¢M 7/14/2008 10:16:16 AM J:\Projects\URS\Hoven\Drawings\RP-O1.sht 222p MO-DUIL I WITH NO CHANGES CURVE SFI-1 Dc = 1°00' r V _ 74:G,. KKIV W SEE GRADE CROSSING DET. TO LOS ANGELES ? AS -BUILT WITH NO CHANGES �O n1 CL rZ Y C7 n z K 3 JQ Cm I �1� W1 i ujjY 1` 1 11„ SEE GRADE CROSSING DETAILS AT PROPOSED DETOUR ROAD PHASE 1. CD -02 TEMPORARY SHORING (SEE STRUCTURAL DRAWINGS) INSTALL GUARD HAIL ON SF2 FOR LIMITS OF 60 UNDERDRF SHORING WALL (SEE NOTE o z jm INSTALL TYPE K TEMPORARY BARRIER (280 LF) M s w_ (SEE NOTE 5) -REMOVE EXISTING TRACK (400 TF EA ML & ST) (SEE NOTE 11) BRIDGE CONSTRUCTION STRUCTURAL DRAWINGS) CURVE SF1-3 Do =1°00' V = 79(P)1 55(F) Ea = / EU -3.87 (Pl. 1.62°(F) Ls = 50' Lc = 351' Y SEE NOTE CURVE SF2-3 r T Do = i°00' V - 79(P) 55(F) Ea = 1•z J.87°(P). 1.62°(F) Ls = 5D' TRACKWORK LEGEND: Lc = 351' PLAN y L VIL UIININAUIUN xnNA w TO SAN BERNARDINO CURVE91PSF1 4 > V �71°055(F) a RR EAST Ea=1.° a NOTES: Eu�T.87 SP1. 1.62°IF) U C7 C: IFT TRACK 199 ) N 1. ALL WORK ON THIS SHEET TO BE PERFORMED BY CIVIL _ CONTRACTOR. UNLESS NOTED OTHERWISE. CONTRACTOR Ei 9' IBY SCflRAI( E RESPONSIBLE FOR COMPLETING TRACK CONSTRUCTION a - c 8 DURING SHOOFLY PHASE. AS FOLLOWS: ra m N SCRRA MAINLINE STA 995+74 TO STA 1008+84.63 w o ° SCRRA SIDING TRACK STA 993158 TO STA 1008+84.63 TAIL -1 i__ O 2. FOR TYPICAL CROSS-SECTIONS OF GRADING. F:�- ^� ,^, 11 N I SEE DRAWING NOS• RC -01 THRU RC -02. n - EL �--D ^--- - �- J 3. FOR CROSS-SECTIONS. SEE DRAWING NOS. RC -05 7HAU n 120+00 0 RC -07. ' Q C5 4. ALL STATIONING IS BASED ON EXISTING SCRRA MAIN LINE. SIG PBSFi-4 = Z UNLESS NOTED OTHERWISE. _0 1010+00 Cr 5. FOR TYPE K TEMPORARY BARRIER DETAILS. SEE DRAWING H Ln o d o iimli x 6. FOR UNOERDRAIN DETAILS. SEE DRAWING N0. W-01. 4 II=1I W Q 7. NEW TRACK CONSTRUCTION SHALL CONSSST IId II _a N ry it II Of 136# RE CLASS 1 RELAY CIIH ON 9 TIMER TIES. I B. SHIFTED TRACK OCCURS UP TO THE 13' CLEAR POINT ON LAJ SCRRA MAIN LINE. ALONG SHOOFLY TRACK NO.2. SHIFT 1 W W TRACK FROM SCRRA MAIN LINE BETWEEN STA 1008+85 EXISTING DOUBLE -36' CMP Z N AND STA 1011101 AND FROM SCRRA SIDING TRACK BETWEEN 1011+01 AND 1012+00. ALONG SHGOFLY TRACK NO, 1. SHIFT TRACK FROM SCRRA SIDING TRACK BETWEEN STA 1011+01 0.2 AND 1012+00. TRACK SHIFTS AND SURFACING TO BE SHOOFLY TRACK N RIFT TRACK 1315 O.2 + 2 PERFORMED BY SCRRA. ^^ V 9. REMOVE NORTHERLY 6' CHAIN LINK FENCE FROM 1" STA 1002+00 TO STA 1002+65, CURVE SF2-4 Q 10. REMOVE SOUTHERLY 6' CHAIN LINK FENCE FROM V = 79(P )1 55(f) STA 1002+00 TO STA 1002+65. Ea �z 11. REMOVE EXISTING TRACK FROM STA 1002+00 TO TRACK SHIFT AND SURFACING BY SCRRA Eu�'87°(P )' 1.62°(FI STA 1006+00. TRACK REMOVAL BY CIVIL CONTRACTOR Lo 12. FOR TRACK GEOMETRY DATA. SEE DRAWING NOS. RT -01 AND RT -02. 13. SCRRA SIGNAL PHASING CONDUIT TO BE INSTALLED 40' 20' 0 40' 80' 4' 2' 0 4' 8' BEFORE FIRST SIGNAL CUTOVER WITH 4' X 4' CONCRETE PULLBOXES AT STA 1000406. STA 1001+45 & 1009+32. GRAPHIC SCALE: HORIZ: 1° = 40' GRAPHIC SCALE: VERT: 1" = q' CONNECT THE IST & 2ND SIG PB WITH 3-4° PVC AND THE 2ND & 3RD WITH 2-40 PVC- - n+ �`° -v a -:n0-----t ' - ° _ -M rtA^ mom- SPECIAL ABBREVIATIONS: - o I�:.s e - - -eI �v -L 150 = I- -. I -- o < --- L 100 v av N m m s�v r!, -_1-a G1=1 -0---G1 0'_ -i -� SEE RT -02 FOR PRIMARYLIST 1116-G7� 0;00%- _ --'-__ --D2 0,11% OF ABBREVIATIONS r ^ I - - .-.. -I __ - --F - - _- - - - 1-- - IA SCRRA MAIN \/ LIE ST SCRRA ITTRACK 1114 SF1 SHOOFLY TRACK NO. 1 SF2 SHOOFLY TRACK N0.2 SST SHOOFLY SPUR TRACK L 150 SPU SPUR TRACK -0 --R 10- - _= i c --- o - o �- - o'-__ o = oo '- -I- - - SIG PB EXISTING/PROPOSED PB SIGNALPULLBOX 1110 _ _ I - -[�N w iw w- - >N w av�i w >N Ii E%F KING _I _ __ _ _ _ ORO D _ _ 1110 - TOP OF -BALL- --- - - .. - ---E ISOF-RAI RR MAIN LINE- -- -- - --- - - I 1122 .::n a o -_ _- _ _I _ _ i - o - 1122 _7 - II _--G-2flL-1 I-0015.000� 3% 1-G2-=-0.097 100 1118 HOOFLYT7 w 1118 U4 I OESCRIPiI[N O'REVISIa1 0.11E 1114 -Ito_ =_ o m a =_ o -_ _ - Gr=-r1x\�_�� 1 CITY OF RANCHO CUCAMONGA --.._ i 114 G_NAC_K:. R _• 1 11 TR ACK PLAN & PROFILE (SHOOFL 19I 1110110 FROM 7002+00 TO 7072+00 1002+00 1003+00 1004+00 1005+00 1006+00 1007+00 1008+00 1009+00 1010+00 1011+00 1012+00 HAVENAVENUELRAOESEPARATION APPROVED BY: I DATEI�- CITY ENGINEER RIE: PROFILE DESIF imSm BiI P RECPWD P.MAHONEY PIITTI.: N fi 9 DRAM R=; F TES, INC==M mmu -/- 010 03C 7291 WAVING :m. 'dvgpra F.x')Vgatver,'degnema'I Stadt.ma, O, MON OB'; YYYY - H:MMem/pm) T.TAPPAN D°h / 08 -PIUw RP -03 AS -BUILT WITH NO CHANGES TO LOS ANGELES MP TO SAN BERNARDINO 41�CURVE SFi-4 WEST Do = 1.00' 41,4 R EAST t > Q V = 79(P)1 55(F) Ea = z Eu�T.87°(P). 1.628(F) TRA WO BY CR dddddd O O° Z Q F- Ia Ls N 351 Lc = 351' SHOOFLY TRACK NO,1 IFT TRACK (312 TF) v APPROXIMAT IT + - ¢ _ ____ _ _ __ _ _ +yZ.A LL� m� V$ m ti^ w- v ^ ac + z .oma ¢,� m^ F ¢ ^� m wz '^ a m If )15+00 o EXISTING SURFACE TRACKS 1500 TF EACHI (BY SCRRA)(SEE NOTE 5) EXISTING SCRRA MAIN �� ^+ �'^ y Q ^ ¢ z LINE w \ z x ° x NOTES: 1. ALL WORK ON THIS SHEET TO BE PERFORMED BY CIVIL CONTRACTOR, UNLESS NOTED OTHERWISE. 2. FOR TYPICAL CROSS-SECTIONS FOR GRADING. SEE DRAWING NOS. RC -01 THRU RC -02. 3, FOR CROSS-SECTIONS. SEE DRAWING NOS. RC -05 THRU 4 AC -07. U. c D Z ZJ1020+00 o (SB9'57'02"EI ALL STATIONING IS BASED ON EXISTING SCRRA MAIN LINE, UNLESS NOTED OTHERWISE. 5. Q SF2-4 An - ~r-_ n :- EXISTING SCRRA SIDING (S89057'02"E) TRACK ddd, SHIFTED TRACK OCCURS UP TO THE CLEAR POINT ON SCRRA MAIN LINE. TRACK SNIFT ANDDSURFACING TO BE PERFORMED BY SCflflA. 6. FOR TRACK GEOMETRY DATA. SEE DRAWING NOS, RT -01 I Wdddd W N SHOOFLY TRACK N0.2 IFT TRACK (311 TF) a < (BY SCRRA)(SEE NOTE 5) tm.+m �- :- + �< "= ¢� M¢ Cdddtlddd +AAA EXISTING SANBAG R/W a m '+ ddN ¢ ^ ¢ + AND RT -02. A CURVE SF2-4 wr r WmVI N crt Do = 1000' V = 79(P), 55(F) Ea = 112 EU=3.6T"(P). 1.62"(F) Ls = 50' Lo = 351' PLAN SPECIAL ABBREVIATIONS: SEE RT -02 FOR PRIMARY LIST OF ABBREVIATIONS TRACKWORK LEGEND: 40' 20' 0 40' Bo' 9' 2' 0 4' 6' FL SCRRA MAIN LINE ST SCRRA SIDING TRACK TRACK SHIFT AND SURFACING BY SCRRAGRAPHIC AAA SCALE: HORIZ: 10 = 40' GRAPHIC SCALE: VERT: 1° = 4' SF1 SHOOFLY TRACK NO.1 SF2 SHOOFLY TRACK NO.2 SST SHOOFLY SPUR TRACK SPUR EXISTING/PROPOSED SPUR TRACK 1116 DO dn - _- ti 7 P+OF tgSNOOELY - TpACK RAIL- N0.1 __ i- G2 -0 R =0 �3� -_ 03 ___ .- o' w<'- 3 (+0.13x1 ._- 1118 _ -... I __ —� m - I— .- - �o - - _ -- I__ _ __ _ 1114rXI - —_+ _ -I EXISTING SCR 1114 — I P -- -MAIN-LINE- 1110 - -- W 1110 GROUN 16N I __ ___ 1122 o— y I 1122 1118 =N _ amw _° Lv _° ^ _ -SHOOFLY RACK NO -R==p,p�T6X-- 4f) — EXISTING - - SCRRA--SIDING—TRACK--- SCRRA SIDING -- _-_� TRACK - J- 2c -_ -__ = o amw — - - 1114 J JJ 1114 -__ _-L- 100 =G1 0-iix = I o== - o c oEswlrna a-pEnsia ante 1avwarco: - _� - CITY OF RANCHO CUCAMONGA 1110 m Pdd -. ��— �N AAA J W dN` m -o o -w w —_T m ti w O CA)_ _ Icaoueo = - N - - -_ N - I — m �� m — �� ..-- m ^ — 1110 TRACK PLAN &PROF/LE (SHOOFLY) FROM 1012100 TO 1022100 ^— 1012+00 1013+00 1014+00 1015+00 1016+00 1017+00 1018+00 1019+00 1020+00 1021+00 1022+00 HAVENAVENUECRAOE5EPARATION APPROVED BY: I OAm: 6-14-W, PROFILE CITY ENGINEER RIE: — 42L8,s LE5161 PMANONW 0.N %SIAYD Br. v RPM s.uvcD AIN w- Stgetvar.'dvgpref.x'IS(gstvar,'dwgname') Sledt.mo, O, MON DD'; YYYY - H:MMam/pm) xEA CO3T291 T.TAPPAN ae oA1 FlU M 7/14/2000 10:19;07 PM J!\Projects\URS\Haven\Drawings\RP-04.sh1 220 AS -BUILT WITH NO CHANGES TO LOS ANGELES RR WEST w z. . ... NOTES: ALL WORK ON THIS SHEET TO BE PERFORMED BY CIVIL 1. CONTRACTOR. UNLESS NOTED OTHERWISE. xx FOR TYPICAL CROSS-SECTIONS FOR GRADING 2. SEE DRAWING NOS. RC -01 THRU RC -02. FOR CROSS-SECTIONS. SEE DRAWING NOS. RC -05 THRU _ 3. RC -07. a ME �SANBAG R/W ALL STATIONING IS BASED ON SHOOFLY SPUR TRACK, 4. UNLESS NOTED OTHERWISE. SHIFTED TRACK OCCURS UP TO THE 13' CLEAR POINT ON ° HUMBDLDT AVE EXISTING SPUR TRACK. REMOVE EXISTING TRACK ON SCRRA MAIN LINE FROM STA 998+47 6. TO STA 999+49 (102 TF) AND ON SCHWA SIDING TRACK FROM STA 998+09 TO THE LAST LONG TIE OF THE EXISTING TURNOUT. (APPROXIMATE STA 998+65) (76 TF) NEW SPUR TRACK SHALL BE RUES BY CONTRACTOR USING 136# RE 7. CLASS 1 RELAY CMR ON 9' TIMBER TIES. (APPROXIMATE STA 7+49 SHOOFLY T CK N0. TO STA 8+83) VEE% GpT NEN TRA )xx xx MKS xx x x x x xx-—x> x 8, AND RT -02. o x c c (178 TF) (SEE NOTE 6)) 0 EE LH TURNOUT OWG NO, RP -02 995+ m SHOOFLY TRACK NO.2 $ m a SST -01 ,� 1 00a�u VP (589.57 02 E) 0 —xxx xx—xx—xxxxxx—X_ (� EXISTING EXISTING SCRRA MAIN LINE SCRRA SIDING TRACK ti SHOOFLY SPUR TRACK IFT TRACK BY SCRRA(172 TF) (SEE NOTE 5) f 4 xj / N i< E%IST ? �UR TRACK R x xxxttxtt EXISTING #10 +_'-(PROTECT IN r�� —xz m TURNOUT PLACE) xx—xx x Ir CPUC # 002-96.94C OL3LD2645B + 1 EfSTMN (PROTECT IN PLACE) ° 2wo ><- 8TH ST SANBAC R/W 8TH ST. �WCm N -x— rl SPI1. + EXISTING 14210' C /++ RIFT EMOVALof NBYSCIVILICONTRACTORA °iP I PLAN x I CORVE pc = V =' Ea La SST -01 10.00' 7 (F1 0° 325' TRACKWORK LEGEND: TRACK -® ® TRACK Y. NOTES: ALL WORK ON THIS SHEET TO BE PERFORMED BY CIVIL 1. CONTRACTOR. UNLESS NOTED OTHERWISE. FOR TYPICAL CROSS-SECTIONS FOR GRADING 2. SEE DRAWING NOS. RC -01 THRU RC -02. FOR CROSS-SECTIONS. SEE DRAWING NOS. RC -05 THRU 3. RC -07. ALL STATIONING IS BASED ON SHOOFLY SPUR TRACK, 4. UNLESS NOTED OTHERWISE. SHIFTED TRACK OCCURS UP TO THE 13' CLEAR POINT ON 5. EXISTING SPUR TRACK. REMOVE EXISTING TRACK ON SCRRA MAIN LINE FROM STA 998+47 6. TO STA 999+49 (102 TF) AND ON SCHWA SIDING TRACK FROM STA 998+09 TO THE LAST LONG TIE OF THE EXISTING TURNOUT. (APPROXIMATE STA 998+65) (76 TF) NEW SPUR TRACK SHALL BE RUES BY CONTRACTOR USING 136# RE 7. CLASS 1 RELAY CMR ON 9' TIMBER TIES. (APPROXIMATE STA 7+49 TO STA 8+83) FOR TRACK GEOMETRY DATA. SEE DRAWING NOS. RT -01 8, AND RT -02. SPECIAL ABBREVIATIONS: SEE RT -02 FOR PRIMARY LIST OF ABBREVIATIONS ML SCRRA MAIN LINE ST SCRRA SIDING TRACK SF1 SHOOFLY TRACK NO.1 SF2 SHOOFLY TRACK NO.2 SST SHOOFLY SPUR TRACK SPUR EXISTING/PROPOSED SPUR TRACK PROFILE S(gatvar,'drgprel,x'Wgatvar.'dxgnmma') ttadtlm°, O, MON OD'; YYYY - HIMMam/pm) DBUIPTIM 6 PEYts)w I DAIS CITY OF RANCHO CUCAMONGA TRACK PLAN & PROFILE (SPUR) FROM 5+00 TO 70+00 AS-BUILT WITH NO CHANGES SHOOFLY TRACK N0.1 GEOMETRY DATA SHOOFLY TRACK NO. 1 SPIRAL DATA CURVE STATION, OFFSET LT. Ea/Eu SPIRAL LS Bs X Y P K LT ST TS I N0. DESC BEARING DISTANCE STATION SCRRA EIX�I51TL11'RE NOflTH]NG FASTING Dc RADIUS Q L T SPEED POB 100+00.00 989+47.35, 0.00 1856109.555 6688720.959 SF1-1 - IN - 50.00 0.15100" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 589.57'02°E 0.00 TS 50.00 100+00.00 989+47.35, 0.00 1856109.555 fi688720:959 SF1-1 - OUT 50.00 0.15'00" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 4.00148" SC 100+50.00 989+97.34, 0.07 1856109.584 6688770.959 EOJA" SF1-2 - IN 50.00 0.15'00" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 SF1-1 PI Eu=3.8'�'(PI 4°00'48" 1856109.360 6688946.714 1.00'00" 5729.65 3°30'48" 351.34 175.73 Eu--1.62"(FI SF1-2 - OUT 50.00 0°15'00" 50.00 0.07 0.02 25.00 33,33 16.67 225,76 CS 104+01.34 993+48.42, 12.37 1856121.582 6689122.044 V=79nph(P) 50.00 V�5nph(F) SF1-3 - IN 50.00 0.15100" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 ST Ne6.02'10E 120.00 104+51.34 993+98.30, 15.80 1856124.966 6689171.930 SF1-3 - OUT 50.00 0.15'00' 50.00 0.07 0.02 25.00 33.33 16.67 225.76 40OD'48" TS 105+71.34 995+18.01. 24.20 1856133.261 fifi89291.643 SF1-4 - IN 50.00 0.15'00" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 q•00'48" 50.00 Ea=1'" SF1-4 - OUT 50.00 0.15'00" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 SC 106+21.34 995+67.89, 27.63 1856136,645 6689341.528 Eud.874'(PI SF1-2 PI 1856148.867 6689516.658 1.00'00° 5729.65 3'30'48" 351.34 175.73 Eu--1.62"(FI CS 109+72.68 999+18.97, 39.93 1856148.642 6689692.614 V=7911phf P) - ST 50.00 110+22.68 999+68,97, 40.00 1856148.672 6689742.614 V�Sllph(F) - is seg°57'02"E 521.05 115+43.73 1004+90.02, 40.00 1856148.221 6690263.665 SHOOFLY TRACK N0, 2 SPIRAL DATA 50.00 Ec�i" SC 115+93.73 1005+40.02, 39.93 1856148.105 6690313.664 Eu�3.eAP) SF1-3 PI 1856148.026 6690489.420 1.00'00" 5729.65 3.30'48° 351.34 175.73 Eu=1.62"(F) SPIRAL LS 88 X Y P K LT ST TS I CS 119+45.07 1008+91.09° 27.63 1856135.501 6690664.729 V=79nph(P) ST 50.00 119+95.07 1009+40.97, 24.20 1856132.031 6690714.608 V�Sllph(F) Sf2-1 - IN 50.00 0.15'00" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 585.56'13"E 120.00 SF2-1 - OUT 50.00 0°15'00° 50.00 0.07 0.02 25.00 33.33 16.67 225.76 4.00148" TS 50.00 121+15.07 1010+60.6B° 15.80 1856123.528 6690834.307 SF2-2 - IN 50.00 0.15'00" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 SC 121+65.07 1011+10.569 12.37 1856120.058 6690884.196 EU=3 87�'(Pl SF2-2 - OUT 50.00 0.15'00" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 4'00'41° SF1-4 PI 1856107.533 6691059.495 1.00'00" 5729.65 3.30'48" 351.34 175.73 Eu=1.62"(F) SF2-3 - IN 50.00 0.15'00" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 CS 125+16.42 1014+61.64° 0.07 1856107.454 6691235.251 V=79Nph(P) 50.00 V�Sllph(FI SF2-3 - OUT 50.00 0°15'00" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 4.00'98" ST 589.57'02"E 0.00 125+66.42 1015+11.64. 0.00 1856107.338 6691285.250 SF2-4 - IN 5!1.00 0.15'00" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 POE 125+66.42 1015+11.64,-0.00 1856107.338 6691285.250 SF2-4 - OUT 50.00 0'15'00" 50.00 0.07 0.02 25.00 33.33 16.67 225.76 4.00'48" SCRRA MAIN LINE (FINAL) GEOMETRY DATA CNOVE DESC BEARING DISTANCE STATION NORTHING FASTING 1 Ea/Eu SHOOFLY TRACK N0.2 GEOMETRY DATA SPEED POB 984+48.00 1856109.987 fifi88221.609 CURVE STATION, OFFSET LT. S89°57'02"E 3563.00 V= 55Rph(F) N0. DESC BEARING DISTANCE STATION CR flM EXISIA MAIN LNGE NORTHING EASTING D° RADIUS Q L T SPEED POE 1020+11.00 1856106.906 6691784.610 POB 589.57'o2"E 0.00 200+00.00 989+47.87, 15.00 1856094.555 6688721,471 TS 200+00.00 989+47.87° 15.00 1856094.555 6688721.471 50.00 EOE,,, - sc zoo so.00 989+97.87.14.93 1856094.584 6688771.471 SCRRA SIDING TRACK (FINAL) GEOMETRY DATA SF-2-1 PI Eu.87T'f PI 185fi094.359 6688947.227 1.00'00" 5729.65 3.30'48" 351.34 175.73 Eu=1.624(F) CURVE Ea/Eu CS 50.00 204+01.34 993+48.95, 2.fi3 1856106.581 6689122.557 V�51ph(FI ryp, DESC BEARING DISTANCE STATION NORTHING EASTING SPEED ST 204+51.34 993+98.83, 0.80 1856109.965 6689172.442 POB 984+48.00 1856094.986 6688222.122 TS N864 2'100E 120.00 205+71.34 995+18.531 9.20 1856118.261 6689292.155 S29.57'02"E 3563,Oo V= SSIIph(F) se 50.00 206+21.34 995+68.42. 12.63 1856121.644 6689342.041 Ea=1°" POE 1020+11.00 1856091.906 6691785.123 SF2-2 PI Eu=3.114m 1856133.866 6689517.371 1.00'00" 5729.65 3.30'48° 351.34 175.73 Eu=1.62"(F) c5 209+72.68 999+19.49. 24.93 1856133.642 6689693.126 V=79nph(P) ST 50.00 210+22.68 999+69.49.25.00 1856133.671 6689743.126 V�5nph(F) SPUR TRACK (FINAL) GEOMETRY DATA 529°57'02°E 84.00 PITO 211+06.fi1 1000+53.49, 25.00 1856133.599 6689827.125 DESC BEARING DISTANCE STATION NORTHING EASTING Dc flA01U5 Q L T Ea/Eu #10 TO 589.57'02"E 32.92 CURVE PS 211+39.fi0 1000+86.41, 25.00 1856133.570 6699260.043 N0. 589.57 02"E 403.08 - SPEED TS 215+42.68 1004+89.49° 25.00 1856133.222 6690263.126 Ppp 4+11.10 1855882.134 6689357.363 50.00 Ea4E" N28.33'37"E 0.00 SC 215+92.68 1005+39.49, 24.93 1856133.106 6690313.126 Eu=3.8'!Z'IPI PC 4+11.10 1855882.134 6689357.363 ED= 0"(f) SF2-3 PI 1856133.027 6690988.882 1'00'00° 5729.65 3.30'48" 351.34 175.73 Eu=1.62"(F) SPUR-01 PI 1856098.625 6689475.203 14.09'36" 405.66 33°22'16° 235.67 121.59 Eu= 0.99 fFl CS 219+44.02 1008+90.57, 12.63 1856120.501 66906fi4. 190 - V=79nph(Pl V= 10 50.00 V�5 h(F) PCC 6+46.77 1856046.143 6689522.785 nph(F) ST 219+94.02 1009+40.45, 9.20 1856117.031 6690714.070 N61°55'53°E 0.00 585.56'13°E 120.00 PCC 6+46.77 1856046.143 6689522.785 ED= 0"(�l TS 221+14.02 toto+60.15, 0.80 1856108.529 6690833.768 PUR-0 PI 1856065.499 6689457.171 16.50'26" 341.45 22.23'36" 132.97 67.59 Eu= 1.18 f) 50.00 -4 $1 PT 7+79.74 1856084.630 6689649.682 V= I011ph(F) sC 221+64.02 1011+10.04. 2.63 1856105.059 66908B3.fi48 Eu=3.8'!A'IP) N84.19'29"E 91.45 SF2-4 PI 1856092.534 6691058.956 1.00'00" 5729.65 3.30'48° 351.34 175.73 EU1.62"(F) PI 8+71.19 1856093.673 6689740.683 CS 225+15.37 1014+61.11, 14.93 1856092.454 6591234,712 V=7911ph(P) .589.57'02"E 32.92 50.00 V�5nphlFl POE 9+04.11 1856093.645 r 6689773.601 O SB9•57'02"E 0.00 225+65.37 1015+11.11, 15.00 1856092.338 6691284.712 TO225+65.37 1015+11.11, 15.00 1856092.338 6691284.712 SHOOFLY SPUR TRACK GEOMETRY DATA DESCNIPTIMOFREVISION DAME01TM AEERarERs CURVE DESC BEARING DISTANCE STATION NORTHING EASTING Dc RADIUS Q L T Ea/Eu N0. SPEED - CITY OF RANCHO CUCAMONGA POBN51.48'31"E 0.00 5+75.29 1856007.024 6689462.845 PCC 5+76.29 1856007.024 6689 75..845 203 Ea= p"fT1 TRACK GEOMETRY DATA SST-01 PI 1856098.625 6689475.203 10.00'00" 573.69 32°30'57" 325.16 167.30 EU= 0.99 (F) PT--R8-4.19'29.E 66.64 9+00.45 1856127.009 6689760.816 V= lOnph(F) PITO 589.57'01"E 32.92 9+0'7'01 1856133.599 6689827.125 HAVENAVENUEGRAOESEPARATION POE 10+00.00 1856133.570 6689860.043 APPROVED BY: / DATEt E>-L4-oR .CITY ENGINEER ACEI -421rL ommx fLm H m m, REc Imm P.MAHONEYRRTTE N fi Y'.® oRAm BSSO[IRTES, INC. m.vsn 5 i R.L4YG0 ��= < 70 rc 144 Blgetver,'dxgprafsv'19(getver,'dvgname') vedtuoe, D, MON 00': YYYY - H:MMem/pml - cxEExEo w C037291 punxo T.TAPPAN RALE / Mu b RT-01 Lv. ]/14/20°8 12:33410 PM J:\Projects\URS\Hoven\Drawings\RT-Ot.shF 2220 .euu xaeo aanog: RwLsns r Ia Eoca ¢w. �o x X ATR AVE BC BOTH CB CCSCS MP DWG E Ea EC EL or ELEV E E% or EXIST FL FS HOflIZ or FEET or MINUTE(S) or INCHES or SECOND(S) NT TOP OF RAIL E WING OF CURVE ,ST TRACK TRAIL BRIDGE BASIN (GATED METAL PIPE FINISHED SURFACE HORIZONTAL or EASTING ACTUAL UNBALANCED Sty FIGURE A CIRCULAR CURVES WITH SPIRAL TRANSITION ABBREVIATIONS INV LH LT ML MAX MIN MP NO NTS PC PI PITO POE POT PS PT PVC PVI PVT DIM NORTHING OF TURNOUT POINT ON TANGENT POINT OF SWITCH POINT OF TANGENT POINT OF VERTICAL CURVE OR POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENT OTHER TRACK MATERIAL FIGURE B SIMPLE CIRCULAR CURVE R/W RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROAD RH RIGHT HAND RT RIGHT SANBAG SAN BERNARDINO ASSOCIATED GOVERNMENTS SF1 SHOOFLY NO.1 SF2 SHOOFLY NO.2 S SOUTH or SOUTHERLY or SLOPE SC SPIRAL TO CURVE SCRRA SO. CAL. REGIONAL RAIL AUTHORITY STA STATION STD STANDARD ST STREET or SPIRAL TO TANGENT or SIDING TRACK UD UNDERDRAIN T.C. TRACK CENTER(S) or TOP OF CURB TO TOP OF GRATE TPF THEORETICAL POINT OF FROG T,O, or TO TURNOUT T/R or TOR TOP OF RAIL TF TRACK FOOT or TRACK FEET TRK TRACK TS TANGENT TO SPIRAL TYP TYPICAL V VELOCITY W WEST or WESTERLY FIGURE C SPIRAL TRANSITION CURVE SPIRAL TRANSITION CURVE DATA: THE SPIRAL USED IS DEFINED BY THE BARNETT SPIRAL. LS = LENGTH OF SPIRAL (TS TO SC) 'dvgprellx'IS(gaivar.'dxgnemo') S(adlime, 0, MDN DO': YYYY - H:MMem/pm) R = RADIUS OF CIRCULAR CURVE 8p 6 _ OS7T Gs LS Do I - TOTAL INTERSECTION ANGLE 180 200 1 �� e =CENTRAL ANGLE OF CIRCULAR CURVE p p bs 8e G Els- SPIRAL ANGLE = 200 X = LS( 1- + ) T =R TAN 2 10 210 e- CENTRAL ANGLE OF CIRCULAR CURVE = 1-29s s3 &42 0 R - RADIUS OF CIRCULAR CURVE L =A x 100 Y = LS( - 1 T - TANGENT LENGTH OF CIRCULAR CURVE = R TAN 21 P = Y -R(1 -COS Gs) Oc = 2 SIN (50/R) = DEGREE OF CURVE L - LENGTH OF CIRCULAR CURVE _ a- z 100 )CHORD DEFINITION) K = %-R SIN GS TS- TANGENT TO SPIRAL= Y ST SIN Os SC- SPIRAL TO CURVE Y CS- CURVE TO SPIRAL LT = X- TAN Gs ST- SPIRAL TO TANGENT 1(50/R) Do = 2 SIN = DEGREE OF CURVE (CHORD DEFINITION) MAIN TAN PI- POINT OF INTERSECTION OF MAIN TANGENTS SPI -SPIRAL POINT OF INTERSECTION (IS(TS OUT) - TANGENT LENGTH OF COMPLETE CURVE= (RTP) TAN2 +K NOTE: Dc,Gs. As AND I ARE IN DEGREES. (WHEN SPIRALS OF EQUAL LENGTH &- EXPRESSED IN RADIANS. ARE USED ON BOTH SIDES OF ALL OTHERS DIMENSIONS ARE FEET, CIRCULAR CURVE. SEE FIGURE C. FOR P AND K ). 'dvgprellx'IS(gaivar.'dxgnemo') S(adlime, 0, MDN DO': YYYY - H:MMem/pm) WITH NO CHANGES 1135 1130 1125 1120 1115 INN 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 993+00 1135 N x 1130 1125 1120 1115 INN 1105 M®■M■■■■■■■■MI■■E� ®®��■■■■■■■■�Ii®®J®■IR�I1j®■■■ ®��■■■■■■■■�■®■■■■■■ ■�1�ryry{{■■■ ■■■1 ®MM■■■■I■■■■■!J■■O■■■ ' ■■■■■■�■■�■■■�■■■■■■ MOM 1 ■■■■■R■■®■�I■�I�■■ i■■■■■■■■■■E1■■�I[rrJ1F.1•�IIF.JI►,i■■ -INI■■■■®■■■ ■■E ■■■■■■■■■■■■■■■■■■■■ 1 gw"NoWNluMMEMM■ ■!■■■ ■■■_®_�u��u�■■■�M■�■■■ , 1■■®FGNERN 1®■■■iu ®11■■wuwo ■■S-I9■I■®■■®�■■ ■■■■■■M,■■■NI■■■�:■■w , .EWAN!l M ■■■■■■■��■��■■■■■■■■ ■■ENNEaME■OR■■ �S`T��lSt!l�w.�WE-. ■■■■■NU■■■ILI � ■■■■■ON■■■■■■■■■ ■■■7.1.3 W i'�■■■■■■® ■■■rl■_■_��■■ ■■■■■'■■■■■NEWN -70 -60 -50 -40 -30 -20 -10 0 10 20 30 993+00 1135 N x 1130 1125 1120 1115 INN 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 992+00 N 1135 1130 1125 1120 1115 INN 1105 M®■M■■■■■■■■MI■■E� ®®��■■■■■■■■�Ii®®J®■IR�I1j®■■■ ®�■■■�■■�■■■■■■■_ ■�1�ryry{{■■■ ■■■1 ®MM■■■■I■■■■■!J■■O■■■ ' ■■■■■■�■■�■■■�■■■■■■ MOM 1 ■■■■■R■■®■�I■�I�■■ i■■■■■■■■■■E1■■�I[rrJ1F.1•�IIF.JI►,i■■ -INI■■■■®■■■ ■■E ■■■■■■■■■■■■■■■■■■■■ 1 gw"NoWNluMMEMM■ ■!■■■ ■■■_®_�u��u�■■■�M■�■■■ , 1■■®FGNERN 1®■■■iu ®11■■wuwo ■■S-I9■I■®■■®�■■ ■■■■■■M,■■■NI■■■�:■■w , .EWAN!l M ■■■■■■■��■��■■■■■■■■ ■■ENNEaME■OR■■ �S`T��lSt!l�w.�WE-. ■■■■■NU■■■ILI � ■■■■■ON■■■■■■■■■ ■■■7.1.3 W i'�■■■■■■® ■■■rl■_■_��■■ ■■■■■'■■■■■NEWN ■■■■■■■■■■■■■UM■■■■■' WOMEN, -70 -60 -50 -40 -30 -20 -10 0 10 20 30 992+00 N 1135 1130 1125 1120 1115 INN 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 991+00 Y M®■M■■■■■■■■MI■■E� ®�■■■�■■�■■■■■■■_ ■�1�ryry{{■■■ ■■■1 ®MM■■■■I■■■■■!J■■O■■■ ■■■■■■�■■�■■■�■■■■■■ MOM 1 ■■■■■R■■®■�I■�I�■■ ■■■■■■�■■�■■■��■®■■■ -INI■■■■®■■■ ■■E ■■■■■■■■■■■■■■■■■■■■ 1 gw"NoWNluMMEMM■ ■!■■■ ■■■_®_�u��u�■■■�M■�■■■ , 1■■®FGNERN 1®■■■iu ®11■■wuwo ■■S-I9■I■®■■®�■■ ■■■■■■M,■■■NI■■■�:■■w , .EWAN!l M ■■■■■■■��■��■■■■■■■■ ■■ENNEaME■OR■■ �S`T��lSt!l�w.�WE-. ■■■■■NU■■■ILI � ■■■■■ON■■■■■■■■■ W i'�■■■■■■® ■■■■■'■■■■■NEWN ■■■■■■■■■■■■■UM■■■■■' WOMEN, -70 -60 -50 -40 -30 -20 -10 0 10 20 30 991+00 Y -70 -60 -50 -40 -30 -20 -10 0 W7 20 30 990+00 135 1130 1125 1120 1115 1110 1105 ®�■■■�■■�■■■■■■■_ ■■■1 ®MM■■■■I■■■■■!J■■O■■■ ■■■■■■�■■�■■■�■■■■■■ MOM 1 ■■■■■■�■■�■■■��■®■■■ -INI■■■■®■■■ ■■E ■■■■■■■■■■■■■■■■■■■■ 1 gw"NoWNluMMEMM■ ■!■■■ ■■■_®_�u��u�■■■�M■�■■■ , 1■■®FGNERN 1®■■■iu ®11■■wuwo ■■S-I9■I■®■■®�■■ ■■■■■■M,■■■NI■■■�:■■w , .EWAN!l M ■■■■■■■��■��■■■■■■■■ ■■ENNEaME■OR■■ �S`T��lSt!l�w.�WE-. ■■■■■NU■■■ILI � ■■■■■ON■■■■■■■■■ W i'�■■■■■■® ■■■■■'■■■■■NEWN WOMEN, -70 -60 -50 -40 -30 -20 -10 0 W7 20 30 990+00 135 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 989+00 It -dv9praf:x'4lgetver,•dxgnema'1 3(4dtima•B, MON DD'; YYYY - H:MMem/pm) 1135 1130 1125 1120 1115 nw 1105 10 20 30 N 1135 - 1130 1125 1120 1115 1110 1105 y ®�■■■�■■�■■■■■■■_ ■■■1 ®MM■■■■I■■■■■!J■■O■■■ ■■■■■■�■■�■■■�■■■■■■ MOM 1 ■■■■■■�■■�■■■��■®■■■ -INI■■■■®■■■ ■■E ■■■■■■■■■■■■■■■■■■■■ 1 -70 -60 -50 -40 -30 -20 -10 0 989+00 It -dv9praf:x'4lgetver,•dxgnema'1 3(4dtima•B, MON DD'; YYYY - H:MMem/pm) 1135 1130 1125 1120 1115 nw 1105 10 20 30 N 1135 - 1130 1125 1120 1115 1110 1105 y ®�■■■�■■�■■■■■■■_ ■■■1 ®MM■■■■I■■■■■!J■■O■■■ ■■■■■■�■■�■■■�■■■■■■ MOM 1 ■■■■■■�■■�■■■��■®■■■ -INI■■■■®■■■ ■■E 1 gw"NoWNluMMEMM■ ■!■■■ ■■■_®_�u��u�■■■�M■�■■■ , 1■■®FGNERN 1®■■■iu ®11■■wuwo ■■S-I9■I■®■■®�■■ , .EWAN!l ■■■■■■■��■��■■■■■■■■ ■■ENNEaME■OR■■ �S`T��lSt!l�w.�WE-. ■■■■■NU■■■ILI � ■■■■■ON■■■■■■■■■ W i'�■■■■■■® -70 -60 -50 -40 -30 -20 -10 0 10 20 30 998+00 N Y 1135 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 997+00 N y 1135 1130 1125 1120 1115 ITO 1105 ®MM■■■■I■■■■■!J■■O■■■ MOM 1 ■l -INI■■■■®■■■ ■■E gw"NoWNluMMEMM■ ■!■■■ ■■�®_■_�uMi■■■■■ , 1■■®FGNERN 1®■■■iu ®11■■wuwo ■■S-I9■I■®■■®�■■ , .EWAN!l ■■■■■■■��■��■■■■■■■■ ■■ENNEaME■OR■■ �S`T��lSt!l�w.�WE-. ■■■■■NU■■■ILI W i'�■■■■■■® -70 -60 -50 -40 -30 -20 -10 0 10 20 30 997+00 N y 1135 1130 1125 1120 1115 ITO 1105 —70 —60 -50 —40 —30 —20 —10 0 10 20 30 996+00 N y 1135 - 1130 1125 1120 1115 1110 1105 ®MM■■■■I■■■■■!J■■O■■■ MOM 1 ■■E gw"NoWNluMMEMM■ ■!■■■ ■■�®_■_�uMi■■■■■ ®•I 1■■®FGNERN 1®■■■iu ■■S-I9■I■®■■®�■■ , .EWAN!l ■■■■■■■��■��■■■■■■■■ ■■ENNEaME■OR■■ �S`T��lSt!l�w.�WE-. ■■■■■NU■■■ILI W i'�■■■■■■® —70 —60 -50 —40 —30 —20 —10 0 10 20 30 996+00 N y 1135 - 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 995+00 N 1135 1130 1125 1120 1115 1110 1105 MOM ■■E gw"NoWNluMMEMM■ ■!■■■ ■■�®_■_�uMi■■■■■ 1®■■■iu , .EWAN!l ■■■■■■■��■��■■■■■■■■ ■■■■■NU■■■ILI W i'�■■■■■■® -70 -60 -50 -40 -30 -20 -10 0 10 20 30 995+00 N 1135 1130 1125 1120 1115 1110 1105 RQ 1STATIONING IS BASED ON EXISTING SCRRA MAIN LINE, 2. EXISTING SANBAG R -O -W IS BEYOND LIMITS OF CROSS SECTIONS. LOCATED AS FOLLOWS: A) WEST OF HAVEN 1901 WIDE NORTH R -O -W 1001 NORTH OF SCRRA MAIN LINE B) EAST OF HAVEN - 1001 WIDE NORTH R -O -W 501 NORTH OF SCRRA MAIN LINE 1135 OFSMIPrIM W WNSIM o1iE 1130 CITY OF RANCHO CUCAMONGA 1125 1120 CROSS-SECTIONS 1115 STA 989+00 TO STA 998+00 HAVENAVENUEGRADESEPARATION 1110 APPROVEDBYs ��J BATE: e - CITY EMCIIffFA fl' RR: 1105 —70 —60 -50 —40 —30 —20 -10 0 10 20 30 Ia+ EPR 91MIlt on uc P.AIAHONEY POTTfBSOH 994+00 a on Am B55oO wIIT""INC r 10' 0 10' 20' R.urco 22 v mE:xrn "MC037291 wifili xo GRAPHIC SCALE: V • 10' T.TAPPAN m rim RC -O MOM ■!■■■ ■■�®_■_�uMi■■■■■ ■■■■■■■��■��■■■■■■■■ RQ 1STATIONING IS BASED ON EXISTING SCRRA MAIN LINE, 2. EXISTING SANBAG R -O -W IS BEYOND LIMITS OF CROSS SECTIONS. LOCATED AS FOLLOWS: A) WEST OF HAVEN 1901 WIDE NORTH R -O -W 1001 NORTH OF SCRRA MAIN LINE B) EAST OF HAVEN - 1001 WIDE NORTH R -O -W 501 NORTH OF SCRRA MAIN LINE 1135 OFSMIPrIM W WNSIM o1iE 1130 CITY OF RANCHO CUCAMONGA 1125 1120 CROSS-SECTIONS 1115 STA 989+00 TO STA 998+00 HAVENAVENUEGRADESEPARATION 1110 APPROVEDBYs ��J BATE: e - CITY EMCIIffFA fl' RR: 1105 —70 —60 -50 —40 —30 —20 -10 0 10 20 30 Ia+ EPR 91MIlt on uc P.AIAHONEY POTTfBSOH 994+00 a on Am B55oO wIIT""INC r 10' 0 10' 20' R.urco 22 v mE:xrn "MC037291 wifili xo GRAPHIC SCALE: V • 10' T.TAPPAN m rim RC -O WITH NO CHANGES N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1003.+00 N m®Em■E mown ■■■N■■E■■■ NmMmmt'1■■N'■■■w■■w■■■ NOON■®��■��■■■��■��■■ , ■■o■■NE■L�■■■m■■om■■ , NOON®��I�■�I�■■■� ■■■■mm■■yyy�y■■�■■■■��■■ NEE..; !®■■■■■■■■®■■®■■■ �■®�■■ me ■Ii' ' ■■�C■ENE■■■■■E��■®�■■ , , ■■li®mww , ww\■■■■■i■■■ , Emig MEN NONE ■■■■■■■■.■■■■■■■ ■■■■■■■■■■■■■■■■■■ ■s!!!!!�■■Ll�■■i■■■■�■■■ , , -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1003.+00 N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1002+00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1001+00 N m®Em■E mown ■■■N■■E■■■ NmMmmt'1■■N'■■■w■■w■■■ NOON■®��■��■■■��■��■■ , ■■o■■NE■L�■■■m■■om■■ , NOON®��I�■�I�■■■� ■■■■mm■■yyy�y■■�■■■■��■■ �ww�ww,■■■■■■■■■ �■®�■■ me ■Ii' ' ■■�C■ENE■■■■■E��■®�■■ , ■■li®mww , ww\■■■■■i■■■ , Emig MEN NONE ■■■■■■■■■■■■■■■■■■ ■s!!!!!�■■Ll�■■i■■■■�■■■ , -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1002+00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1001+00 N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1000+00 N m®Em■E mown ■■■N■■E■■■ NmMmmt'1■■N'■■■w■■w■■■ , ■■o■■NE■L�■■■m■■om■■ , NOON®��I�■�I�■■■� ■■■■mm■■yyy�y■■�■■■■��■■ ■■mi■■EN■EE■■■mo■®N■■ �■®�■■ ■■�C■ENE■■■■■E��■®�■■ , ■■li®mww , ww\■■■■■i■■■ , Emig iii®Y■■■i■!�■■■■■■■■■ NONE ■s!!!!!�■■Ll�■■i■■■■�■■■ -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1000+00 N -70 -60 -50 -40 -30 -20 -10 0 999+00 'dugpref:x'IS(gotver,'dugneme) Vedt:me, 0, MON CD',' YYYY - H:MMem/pm) N 1135 1130 1125 1120 1115 1110 1105 m®Em■E mown ■■■N■■E■■■ NmMmmt'1■■N'■■■w■■w■■■ , , NOON®��I�■�I�■■■� ■■■■mm■■yyy�y■■�■■■■��■■ �■®�■■ ■■�C■ENE■■■■■E��■®�■■ , , Emig iii®Y■■■i■!�■■■■■■■■■ NONE -70 -60 -50 -40 -30 -20 -10 0 999+00 'dugpref:x'IS(gotver,'dugneme) Vedt:me, 0, MON CD',' YYYY - H:MMem/pm) N 1135 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 y 1008+00 N 1135 1130 1125 1120 1115 1110 1105 NmMmmt'1■■N'■■■w■■w■■■ , NOON®��I�■�I�■■■� ■■■■mm■■yyy�y■■�■■■■��■■ �■®�■■ Emig iii®Y■■■i■!�■■■■■■■■■ NONE -70 -60 -50 -40 -30 -20 -10 0 10 20 30 y 1008+00 N 1135 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1007+00 N 1135 1130 1125 1120 1115 MID 1105 NmMmmt'1■■N'■■■w■■w■■■ , NOON®��I�■�I�■■■� �■®�■■ Emig iii®Y■■■i■!�■■■■■■■■■ NONE -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1007+00 N 1135 1130 1125 1120 1115 MID 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1008+00 N 1135 1130 1125 1120 1115 DID 1105 NOON®��I�■�I�■■■� �■®�■■ Emig iii®Y■■■i■!�■■■■■■■■■ NONE -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1008+00 N 1135 1130 1125 1120 1115 DID 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1005+00 N 1135 1130 1125 1120 1115 1110 1105 Emig iii®Y■■■i■!�■■■■■■■■■ NONE -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1005+00 N 1135 1130 1125 1120 1115 1110 1105 10 20 30 -70 -60 -50 -40 -30 -20 -10 0 1004+00 NOTE: 1. STATIONING IS BASED ON EXISTING SCRRA MAIN LINE. 2. EXISTING SANBAG R -O -W IS BEYOND LIMITS OF CROSS SECTIONS, LOCATED AS FOLLOWS: AI WEST OF HAVEN 190' WIDE NORTH R -O -W 100' NORTH OF SCRRA MAIN LINE BI EAST OF HAVEN - 100' WIDE NORTH R -O -W 50' NORTH OF SCRRA MAIN LINE MMIPEIOM 6 EEVIsim DAME I ,,pp"N"Ml CITY OF RANCHO CUCAMONGA CROSS-SECTIONS FROM 999+00 TO 7008+00 HAVEN AVENUE GRADE SEPAMPON APPROVED BY: DATEiCITY EA pl:-8 +2157, 10 20 30"� enrtERsox P.MAHONEY fi DaArx INC. 10' 0 10' 20' R.LAYGO - u DEG➢ �i GRAPHIC SCALE: 1" • 10' rravvAN DAM oe rim Emig NONE 10 20 30 -70 -60 -50 -40 -30 -20 -10 0 1004+00 NOTE: 1. STATIONING IS BASED ON EXISTING SCRRA MAIN LINE. 2. EXISTING SANBAG R -O -W IS BEYOND LIMITS OF CROSS SECTIONS, LOCATED AS FOLLOWS: AI WEST OF HAVEN 190' WIDE NORTH R -O -W 100' NORTH OF SCRRA MAIN LINE BI EAST OF HAVEN - 100' WIDE NORTH R -O -W 50' NORTH OF SCRRA MAIN LINE MMIPEIOM 6 EEVIsim DAME I ,,pp"N"Ml CITY OF RANCHO CUCAMONGA CROSS-SECTIONS FROM 999+00 TO 7008+00 HAVEN AVENUE GRADE SEPAMPON APPROVED BY: DATEiCITY EA pl:-8 +2157, 10 20 30"� enrtERsox P.MAHONEY fi DaArx INC. 10' 0 10' 20' R.LAYGO - u DEG➢ �i GRAPHIC SCALE: 1" • 10' rravvAN DAM oe rim WITH NO CHANGES N 1135 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -t0 0 10 20 30 1013+00 W N 1135 1130 1125 1120 1115 1110 1105 EMEEMM■■■■E■■EE■■M■■■ E®■■■■■■■■■■®N®I©®■® HIM ■■■■■■®■®®■■®EN■®EIT®®7N■W®■■ ■■■ , - ■■■■■■■■■■■■��C1��■■ , ■■■■■■■■■■■■FiLyf®®3M�IH��+--]]NEMM■ ■■■■■■■—YIWYWOi■.��W��t�i■■ ■■■■■■■■■■■■mp!?<7mm9ww■■ F a■ENEENSE ■m"■■ , ■■■■■■�:'lIMI■■■■ u■w■■■■■ -70 -60 -50 -40 -30 -20 -t0 0 10 20 30 1013+00 W N 1135 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1012+00 1135 N ¢ 1130 1125 1120 1115 HID 1105 1135 1130 1125 1120 1115 1110 105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1011+00 N W Y 1135 - - 1130 1125 1120 1115 1110 1105 EMEEMM■■■■E■■EE■■M■■■ E®■■■■■■■■■■®N®I©®■® HIM ■■■■■■®■®®■■®EN■®EIT®®7N■W®■■ ■■■ , - ■■■■■■■■■■■■��C1��■■ , ■■■■■■■■■■■■FiLyf®®3M�IH��+--]]NEMM■ ■■■■■■■■■■■■mp!?<7mm9ww■■ F a■ENEENSE ■m"■■ , ■■■■■■�:'lIMI■■■■ u■w■■■■■ ■■■MU ■■��■■■■■■■■ ■■■■■■®LL ■■■■■■■■■■■■■■,■■■■■ ■■■■■■■■■■■■E ::;� : ;: !1�■■■■i ■■■■■■■■■■■■■"m■■■■■ ,- , -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1012+00 1135 N ¢ 1130 1125 1120 1115 HID 1105 1135 1130 1125 1120 1115 1110 105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1011+00 N W Y 1135 - - 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 t0 20 30 1010+00 N W Y 1135 1130 1125 1120 1115 1110 1105 EMEEMM■■■■E■■EE■■M■■■ ■■■■■■®■®®■■®EN■®EIT®®7N■W®■■ , - ■■■■■■■■■■■■��C1��■■ ■■■■■ F a■ENEENSE ■m"■■ ■■■MU ■■��■■■■■■■■ ■■■■■■®LL ■■■■■■■■■■■■■■,■■■■■ ::;� : ,- -70 -60 -50 -40 -30 -20 -10 0 t0 20 30 1010+00 N W Y 1135 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1009+00 Slgetver,'dwgpref:x'ISlgetver.'dugnemn'I$Iedtime. O. MON UD'; YYYY - H:MMem/pm) -70 -60 -50 -40 -30 -20 -10 0 t0 20 30 1016+00 < Z F N 1135 1130 1125 1120 1115 1110 1105 ■■■■■■■■■■■■��C1��■■ ■■■■■ F a■ENEENSE ■m"■■ ■■■MU ■■��■■■■■■■■ ■■■■■■®LL ■■■■■■■■■■■■■■,■■■■■ ::;� : ,- -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1009+00 Slgetver,'dwgpref:x'ISlgetver.'dugnemn'I$Iedtime. O. MON UD'; YYYY - H:MMem/pm) -70 -60 -50 -40 -30 -20 -10 0 t0 20 30 1016+00 < Z F N 1135 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 u 1015+00 N x ■■■■■■■■■■■■��C1��■■ F ■■■■■■®LL ■■■■■■■■■■■■■■,■■■■■ -70 -60 -50 -40 -30 -20 -10 0 10 20 30 u 1015+00 N x NQTE: 1. STATIONING IS BASED ON EXISTING SCRRA MAIN LINE. 2. EXISTING SANBAG R -0-W IS BEYOND LIMITS OF CROSS SECTIONS. LOCATED AS FOLLOWS: AI WEST OF HAVEN 190' WIDE NORTH R -O -W 100' NORTH OF SCRRA RAIN LINE BI EAST OF HAVEN - 100' WIDE NORTH R -O -W 50' NORTH OF SCRRA MAIN LINE MMIPTIpN 6 KVISIO1 DAM IP.... : CITY OF RANCHO CUCAMONGA CROSS-SECTIONS STA 1000-+00 TO STA 1016+00 NAVENAVENUEGRADESEPARATION APPBOVEB BYI �J / "T" B -1h CIN ENGINEER f/• / ME:—4216'b -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1014+00 G.MANONEY PRiiER50N 8 paAVH R990RTESmNG r 70' 0 10' 20' a.uvcD m..m•. 74 pp 744 aEarn w C037291 Nwlw w. GRAPHIC SCALE: 1" - 10' LrAPPAN DAM -/ og HQw — RC -07 F ■■■■■■®LL ■■■■■■■■■■■■■■,■■■■■ ::;� : ,- NQTE: 1. STATIONING IS BASED ON EXISTING SCRRA MAIN LINE. 2. EXISTING SANBAG R -0-W IS BEYOND LIMITS OF CROSS SECTIONS. LOCATED AS FOLLOWS: AI WEST OF HAVEN 190' WIDE NORTH R -O -W 100' NORTH OF SCRRA RAIN LINE BI EAST OF HAVEN - 100' WIDE NORTH R -O -W 50' NORTH OF SCRRA MAIN LINE MMIPTIpN 6 KVISIO1 DAM IP.... : CITY OF RANCHO CUCAMONGA CROSS-SECTIONS STA 1000-+00 TO STA 1016+00 NAVENAVENUEGRADESEPARATION APPBOVEB BYI �J / "T" B -1h CIN ENGINEER f/• / ME:—4216'b -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1014+00 G.MANONEY PRiiER50N 8 paAVH R990RTESmNG r 70' 0 10' 20' a.uvcD m..m•. 74 pp 744 aEarn w C037291 Nwlw w. GRAPHIC SCALE: 1" - 10' LrAPPAN DAM -/ og HQw — RC -07 r EXISTING FENCE 1 (TO BE REMOVED UP TO I50' FROM SIDEWALK) AP EXISTING FEN PROPOSED 24" (TO BE REMOVED UP WHITE STOP LINE 10' FROM SIDEWAL PROPOSED TEMPORARY K -RAIL (L=135') SEE PHASE 1C FOR OWICK KURR LOCATION OSED ORARY dL 6 CPUC (POSED CPUC N0. 9 SCAAA 'OSED 24" FE STOP LINE SHIFT EXIST.SIDING TRK. PLAN — PHASE 1 A TO SHOOFLY TRACK NO. 2 (PRIOR TO TRACK SHIFTS) REMOVE TEMPORARY K -RAIL TO 18' FROM SHOOFLY TRK NO.1� PROPOSED 24" CK2KKURB WHITE STOP LINE I 'ROXrSq ELYHGOF 250' RORTH TE XX XX x X x IRROPOSED K -R PROPOSED LOCATON OF SHOOFLY TRK N0.1 1 OF TRACKS �! r N .1) d PANELS EXISTING WER POI STD NO. 9 T I0 PROPOSED SHOOFLY TRK NO,1 - SHOOFLY TRK N0.1 - - - (TO BE RE VEOI I fl65 SIGN 10' — ,-�-'� PRO OSE)D PROPOSED LOCATOR OF TRACK If ES- - -- --- SHOOFLY TRK NO.2STO -7; - p....F TRACKS d PANELS NO. ¢ SHOOFLY TRK NO .2 -- --1- BY SCRRA --1 , ..._........_.._....._.._.. .._ 1 .._ .. .:. HUMBOLDT AVE ..._.._ REMOVE TEMPORARY K -RAIL .� ( CLMED ) TO 10' FROM SHOOFLY TRK NOM.: n • 4' m - SCRRA MAIN LINE SCRRA MAIN LINE -- V ti N SCRRA SIDING TRACK .n p r RETAIN SCRRA SIDING TRACK m p SID NO. pR ^ R/W WHITE STOP LINE ASPHALT PAVING ACROSS v' 'F PROPOSED RETAIN B EXISTING TRACKS M ^ WHITE S' TEMPORARY KJRAIL PRO %2 WHI PROPOSED TEMPORARY K -RAIL Tn (L=60') SEE PHASE IC FOR OWICK KURR LOCATION STD NO. 9 OSED ORARY dL 6 CPUC (POSED CPUC N0. 9 SCAAA 'OSED 24" FE STOP LINE SHIFT EXIST.SIDING TRK. PLAN — PHASE 1 A TO SHOOFLY TRACK NO. 2 (PRIOR TO TRACK SHIFTS) REMOVE TEMPORARY K -RAIL TO 18' FROM SHOOFLY TRK NO.1� PROPOSED 24" CK2KKURB WHITE STOP LINE I 'ROXrSq ELYHGOF 250' RORTH XxXx3 x x IRROPOSED OF SHOOFLY TRK N0.1 n BEGIN 110 ROM SH OFLY TRACK 1 N .1) RELOCATE CPUC EXISTING WER POI STD NO. 9 I0 PROPOSED SHOOFLY TRK N0.1 .n (TO BE RE VEOI I fl65 SIGN 10' — PROPOSED LOCATOR L p....F TRACKS d PANELS ¢ SHOOFLY TRK NO .2 -- --1- -�--- ;� --1 , ..._........_.._....._.._.. .._ 1 .._ .. .:. HUMBOLDT AVE ..._.._ REMOVE TEMPORARY K -RAIL .� ( CLMED ) TO 10' FROM SHOOFLY TRK NOM.: n - SCRRA MAIN LINE PROPOSED AC -- V N SCRRA SIDING TRACK .n p r RETAIN RETAIN 24" SID NO. R/W WHITE STOP LINE N PROPOSED RETAIN WHITE S' PLAN — PHASE 1B (FIRST WEEKEND TRACK SHIFT) 'dvgpraf.x')S(gatvar,'drgname') Vadt.ma, 0, MON OD',' YYYY - HIMMam/pm) (Ti — SHIFT EX. MAIN LINE TO SHOOFLY TRACK NO. 1 CPUC 9 '4" OP LINE PROPOSED W47 d W48(4) CK2KKURB I 'ROXrSq ELYHGOF 250' RORTH IRROPOSED OF SHOOFLY TRK N0.1 BEGIN 110 ROM SH OFLY TRACK 1 N .1) •E EXISTING WER POI I0 PROPOSED (TO BE RE VEOI I fl65 SIGN 10' I PROPOS II,, J (FINAL 11 ION) HUMBOLDT AVE \ ( CLMED ) - PROPOSED AC -- PAVEMENT RETAIN 24" R/W WHITE STOP LINE PROPOSED TEMPORARY KJRAIL STD NO. 9 - - - - - - - - - - --SE X STING FERCQ XISTIIG CPUC a ROPOSED 25 ( BE REMOVED) TO NO 9A Y SCRRA REMOVE BY SCR A Lo Cpp�NIC TE CROS wl. ING T MPORAR X X XX - ' -x, !q (TY S OflING fALL I RELOCA.E CPUC o NO 9 G9CPUc 4P -6n �T TIXISTI UC ,,LL '^ m I ❑ EMOVEi—ri BY SC "Y _T HOOFL TRK N0.1 v ti ^¢ SHOOFL RK N0.2 �)1 � ° SL SL SL DWG 8 RP —1003 Mk A� NfttN _9P=o -03 ---- __--- -O_ _. M_ FOR LOCATIONS OP SIGNAL PHASING '^ _ _______________________________ ______ ---- CONDUITS AND PULLBOXES " TO B - - --,- - M _ CROS (SEE SEC' -PROOSED 24 aINE Ln I WHITE -ST .----�BOPOSER - -- - SIDEWALK -- or E STIfR CROSS NO - HO SE 10 BE R MOVED BY SC RA) STD 0. 9A a 0 ❑ REMOVE BY SCRRA- CPUC 10' 45' REMOVE Y SC; xx x x-` x EXISTING FENCE I BE REMOVED UP TO 10' FROM SIDEWALK) i XIS ING NCE o T BE N¢ VED) SANBAD R/W o / Z LL eu Ld 8TH ST PROPOSED j = LLJ — - O TEMPORARY K -RAIL O Ir WICK KUAB N (14 WIDE. L = 200'9 L() EGIN 180' FROM — EXIST IG-POWER-POL _ OOFLYITRACK N0. ) (T BE REMOVED) ASPH. CD PROP ;E NG It ICO (FIN] TIOI) pp C 9 a- W4T ' W4B 4)OLy 50j90SE111 ROPO 0 50 SOATESIO NG RACKRA T PLAN — PHASE 1C 20 10 0 20 40 (SECOND WEEKEND TRACK SHIFT) bLAL¢ 1 = 9U NOTES: 1. ALL NEW CONSTRUCTION AT DETOUR ROAD GRADE CROSSING SHALL BE BY CITY CONTRACTOR. EXCEPT FOR GRADE CROSSING EQUIPMENT (AS NOTED). 2. "QWICKKURB" OR SIMILAR PROPRIETARY MOUNTABLE MEDIAN SEPARATOR SYSTEM IS TO BE INSTALLED TO PREVENT MOTORISTS FROM DRIVING AROUND R.R. GATES. INSTALL A MINIMUM OF 300' FOR EACH PHASE OF TEMPORARY GRADE CROSSING OPERATION. 3. REFER TO SPEC. SECTION 01001.1.01.1 FOR STAGING AND REMOVALS OF SCRRA SIGNAL EQUIPMENT. 4. CONTRACTOR TO INSTALL CONCRETE CROSSING PANELS SALVAGED FROM HAVEN AVE GRADE CROSSING. LEGEND: SIGNALLGATEFOUNDATION (NOT TO SCALE) (OUR` -SIGNAL d POWER PULL BOX REMOVED THAU EXISTING ING AND DETOUR ROAD DWG RP -03 AND SPEC. ION 01001.1.01, I ) WITH NO CHANGES IERNARDINO SCRRA WAIN LINE ST SCRRA SIDING TRACK SF1 SHOOFLY TRACK NO.1 EAST TRACK SHIFT AND SURFACING BY SCRRA 40' 20' 0 40' 0 4' 2' 0 4' Be 0 GRAPHIC SCALE: HORIZ: N to- — C17 VERT: 1" = 4' m NOTES: - -- I — --- Q ti 1. ALL WORK ON THIS SHEET TO BE PERFORMED BY CIVIL 1-- CONTRACTOR. UNLESS NOTED OTHERWISE. N 1 1 0 2. FOR TYPICAL CROSS-SECTIONS OF GOADING. J -SEE DRAWING N0. RC -03. -- -- -._=L-=- 3. FOR CROSS-SECTIONS. SEE DRAWING NOS. RC -08 THRU a RC -10. Z 4. ALL STATIONING IS BASED ON EXISTING SCRRA MAIN LINE. UNLESS NOTED OTHERWISE. U C_0 Z 5. SHIFTED TRACK OCCURS UP TO THE 13' CLEAR POINT ON .-. SCRRA MAIN LINE. TRACK SHIFT AND SURFACING TO BE X 3 PERFORMED BY SCRRA. W Q SIDINGFTRACK Elf 6. THE 13' CLEAR POINT IS THE LIMIT OF THE I I =EX CITY CONTRACTOR WORK SCOPE, T. FOR TRACK GEOMETRY DATA. SEE DRAWING NOS. RT -01 Lit AND RT -02. Z Lw V) J S U F Q SPECIAL ABBREVIATIONS: SEE RT -02 FOR PRIMARY LIST TRACKWORK LEGEND: PLAN SCRRA WAIN LINE ST SCRRA SIDING TRACK SF1 SHOOFLY TRACK NO.1 SF2 TRACK SHIFT AND SURFACING BY SCRRA 40' 20' 0 40' 80' 4' 2' 0 4' Be N GRAPHIC SCALE: HORIZ: 1" = 40' to- — GRAPHIC SCALE: VERT: 1" = 4' 18 SCRRA WAIN LINE ST SCRRA SIDING TRACK SF1 SHOOFLY TRACK NO.1 SF2 SHOOFLY TRACK NO.2 06 - �w-- - EXISTING/PROPOSED SPUR TRACK 14 N X - - to- — - -- I — --- MAIN LINE - 14 1 -- -- -._=L-=- 10 SCRRA WAIN LINE ST SCRRA SIDING TRACK SF1 SHOOFLY TRACK NO.1 SF2 SHOOFLY TRACK NO.2 06 - �w-- SPUR EXISTING/PROPOSED SPUR TRACK - - 982+00 983+00 984+00 985+00 PROFILE 990+00 991+00 992+00 mim OF ABBREVIATIONS III- SCRRA WAIN LINE ST SCRRA SIDING TRACK SF1 SHOOFLY TRACK NO.1 SF2 SHOOFLY TRACK NO.2 SST SHOOFLY SPUR TRACK SPUR EXISTING/PROPOSED SPUR TRACK EXISTING SCRRA MAIN LINE - -- -- -._=L-=- SIDINGFTRACK =EX STING SCRRA EXIS .TING G ,ROUND — -- L 986+00 987+00 988+00 989+00 PROFILE 990+00 991+00 992+00 mim OF ABBREVIATIONS III- SCRRA WAIN LINE ST SCRRA SIDING TRACK SF1 SHOOFLY TRACK NO.1 SF2 SHOOFLY TRACK NO.2 SST SHOOFLY SPUR TRACK SPUR EXISTING/PROPOSED SPUR TRACK DESCRIPTION OF REVISION 1 DAIS CITY OF RANCHO CUCAMONGA TRACK PLAN & PROFILE (FINAL) FROM 982+00 TP 992+00 HAVENAVENUEGMOESEPARATION BY: / DATE: 8' [NEER i PoS: 'drgprefW)Cgetmn'dxgneme'1 Vedti me. 0. NON DO^, YYYY - H:MMem/pm) mT.TAPPAN DAI fr�iM OA upCO3T291I °'"RP -06 AS -BUILT WITH NO CHANGES TO LDS ANGELES RR WEST TR _DIXDOE + >s➢x. - ----- Lp Q SHOOFLY TRACK NO. 1 'SHIFT TRACK (158 TF) S8T-SGRRAi45E&)NBTE-61V x 0- O ----------- __ Z Z Q I I I. Q SHOOFLY TRACK NO. 2 W "�R xxxxxx—xx—x W -fBV CRRAIfASE 0 E 61 N CKWORK B �flACK o N, �+ . 1 . LIJ Zw TO SAN TRACKWORK O�¢ N 1131=00> TRACKWORK BY BY CIVIL < CONDUIT AND PULL BOXES INSTALLED RR ORK B SCRR i C7 R PER EXHIBIT A IN THE SPECS REMOVE AND SALVAGE ;949GR OS PAN 2'2- E%)STING INSTALL 6' HT CLF (78 LFI N. a SANBAG-RAW--- EE -NB HUMBOLDT AVE °i + a SEE GRADE CROSSING DETAILS j AT PROPOSED DETOUR ROAD 2-q° PVC - __ ~ SHO L C 1 R VE L TURNS 2 —. x x -xx _ —wx —_— — xx :P �—xx —_ x Ex— xx xx x ------ — -- ---- — ___ — ----- --- REPLACE TRACK ___------- (170 IF TOTAL) (SEE NOTE 6) mr 995+0 o a m ^ r 1 OOf(l�sl, 12 S. m U m m O y (SB9.57 02 E) 9 FI (SB9.57 02 E) BY CONTRACTOR s SHOOFLY ;r, SHOOFLY SPUR TRACK �. 7n ( SHOWING N0. RP -10) ? r o� xx— x—xx—xx—xxx rx— x xxxx—xxxx x xxJ E -SEGO x a qT , xk _ SCRRA MAIN LINE (FINAL) O' AMP WArK - BERNARDINO EAST ODURING O o + N O Q 00 pa N �j cl- J Q CS 1 Z cr C� C -D N Z 'mn >< ' WTO i 0 1 Lv W W Z N NOTES: 1.ALL WORK ON THIS SHEET TO BE PERFORMED BY CIVIL CONTRACTOR, UNLESS NOTED OTHERWISE. CONTRACTOR RESPONSIBLE FON COMPLETING TRACK CONSTRUCTION FINAL PHASE. AS FOLLOWS: SCRRA MAINLINE STA 995+74 TO 1008+84.63 SCRRA SIDING TRACK STA 993+58 TO STA 1011+00.9D SPUR TRACK STA 5+75.29 TO STA 7+79 2. FOR TYPICAL CROSS-SECTIONS OF GRADING, SEE DRAWING NOS. RC -01 THRU RC -02. 3.FOR CROSS-SECTIONS, SEE DRAWING NOS, RC -05 THRU RC -07. 4,ALL STATIONING IS BASED ON EXISTING SCRRA MAIN LINE, UNLESS NOTED OTHERWISE. 5.SHIFTED TRACK OCCURS UP TO THE 13' CLEAR POINT ON SCRRA MAIN LINE. ALONG SCRRA MAINLINE, SHIFT TRACK FROM SHOOFLY TRACK NO. 1 BETWEEN STA 992+00 AND STA 993+58 AND FROM SHOOFLY TRACK NO,2 BETWEEN STA 993+58 AND 995+74. ALONG SCRRA SIDING TRACK, SHIFT TRACK FROM SHGOFLY TRACK NO, 2 BETWEEN STA 992+00 AND 993+58, TRACK SHIFTS AND SURFACING TO BE PERFORMED BY SCRRA. 5.REPLACE TRACK ON SCRRA MAIN LINE FROM STA 998447 STA 999449 AND FROM STA 1001+22 TO STA 1002+00. REPLACE TRACK ON SCRRA SIDING TRACK FROM STA 998+09 TO STA 998+85 AND FROM STA 1001+22 TO STA 1002+00. INSTALL NEW CONCRETE TIES WITH GUARD RAIL ACROSS NEW BRIDGE ON BOTH TRACKS. T. INSTALL NORTHERLY 6' CHAIN LINK FENCE FROM STA 1001+22 TO STA 1002+00 BY CONTRACTOR. li J� GPUCJA-002-9644C� + 8TH S$ TSCpRATS[ G TRA (FINAL 'i' _ ��` iIING SANBAG H/W (SEE NOTES 6 AND .x— _ A 53 r ' )TEMPO RY DETOUR R A011 ASPx n J = I� Q B. INSTALL SOUTHERLY 6' CHAIN LINK FENCE FROM STA 1001+22 TO STA 1002+00 BY CONTRACTOfl, 9.RE-OSE THE CONCRETE TIES FROOM THE EXISTING SIDING TRACK AND INSTALL ON THE EXISTING MAINLINE WITH AN EQUAL DISTRIBUTIDN ON TIES ON EACH SIDE OF THE NEW BRIDGE. RELOCATE CROSSING PANELS WHEN TRAIN TRAFFIC MOVED TO SCRRA ML AND SIDING TRACKS. INSTALL TRACKWORK LEGEND: PLAN INSTALL 6' HT CLF 138 LF) ISEE NOTE 8) 10' TIMBER TIES ON TRACKS UNDER ... REMOVE CROSSING PANELS WHEN DETOUR ROAD IS REMOVED. REMOVE TIMBER TIES AND REINSTALL CONCRETE TIES. _ 40' 20' 0 40' 00' 4' 2' 0 4' 0' ��® om TRACK ® TRACK SHIFT AND SURFACING BY SCRRA REMOVAL BY CIVIL CONTRACTOR GRAPHIC SCALE: HORIZ: 1° = 40' GRAPHIC SCALE: c 0o VERT: 1' = 4' 10. FOR TRACK GEOMETRY DATA, SEE DRAWING NOS. RT -01 AND RT -02. SPECIAL ABBREVIATIONS: SEE RT -02 FOR PRIMARY LIST OF ABBREVIATIONS 0 a„"I c 1118 SCRRA IN ST SCRRA SIDINGINE TRACK SF1 SHOOFLY TRACK NO.1 SF2 SHOOFLY TRACK NO.2 SST SHOOFLY SPUR TRACK1118 --TFTRAU t rw _ - SPUR EXISTING/PROPOSED SPUR TRACK Gi=-. -- - 1114 L=200 - -: -- 1114 1110 G R =-0 10 - o _-_ -:-.--GROUND G EXISTING- _ CRRA MAIN -LINE 8 1110 -:.-_ �0 __ - -1 0 — — _ 0 - 1118 _ L 200 - DOXY- SCRRA Sli ING TRACK_(FINALI� - -_-—_- U 1118 =7777 - 1114 200 _ -_- - — 0 _ 11m -_-_-_ - G2 0.00% _ = R -0.14- EXISTING_ _ GROUND _-- N _ - - ,- -1 — TOP- HAIL OES[flIPTIW C£flEVI5Itl1 G.11E cltt /pPfl0VE0, _ — - 1_ -i�SGIiRA— 1C"U7L - RANCHO CUCAMONGA 1106 1106 & T ROM 992+00 T0�11002+100) QM - r VPLAN 992+00 993+00 994+00 995+00 996+00 997+00 998+00 999+00 1000+00 1001+00 1002+00 NAVENAVENDEORAOESEPARATION APPROVED BY: CITY ENGINEER DATE: 6'14-N'f. ME: —42156 PROFILE MINI P.MANONEY PLRIlWml,l MffiEflSON 8 flE MINflSSOflTfS, R."YOO 78 a' 1,14 INC. man TTAP➢AN NNNINIO, RP -07 t(getvar,'dwgpraflx' )S( atvar,'dwgnama) S(adtvmo, 9 D, MON DO',' YYYY - H:MMam/ m) P r6p C077291 oflm 7/14/2008 102028 AM J;\Projecls\URS\Haven\Drawings\RP-07.sh1 2220 AS -BUILT WITH NO CHANGES SEE GRADE CROSSING DETAILS AT PROPOSED DETOUR ROAD TEMPORARY SHORING TO LOS ANGELES PHASE 2. CO -03 �Taa" wN C VIL CONTRACTOR SCRRA"� MA N TO SAN BERNARDINO NOTES: •+" y••,VV•V••^` V••^n•••V+• REPLACE TRACK (800 TF TOTAL) (SEE NOTES 6 8 8) PLAN 1. ALL •WORK ON THIS SHEET TO BE PERFORMED BY CIVIL CONTRACTOR. UNLESS NOTED OTHERWISE. CONTRACTOR RESPONSIBLE FOR COMPLETING TRACK CONSTRUCTION DURING FINAL PHASE. AS FOLLOWS: SCRRA MAINLINE STA 995+74 TO 1008+84.63 SCRRA SIDING TRACK STA 993+58 TO STA 1011+00.90 2: FOR TYPICAL CROSS—SECTIONS OF GRADING. SEE DRAWING NOS. RC -01 THRU flC-02. CTI 3. FOR CROSS—SECTIONS. SEE DRAWING NOS. RC -05 THRU I CJ RC -07. 4. ALL STATIONING IS BASED ON EXISTING SCRRA MAIN LINE, UNLESS NOTED OTHERWISE. 5, SHIFTED TRACK OCCURS UP TO THE 13' CLEAR POINT ON SCRRA MAIN LINE, ALONG SCRRA MAINLINE. SHIFT TRACK Z FROM SHOOFLY TRACK NO. 1 BETWEEN STA 1011+01 AND STA 1012+00 AND FROM SHOOFLY TRACK NO,2 BETWEEN C7 STA 1008+84 AND 1011+01. ALONG SCRRA SIDING TRACK. SHIFT TRACK FROM SHOGFLY TRACK NO. 2 BETWEEN STA z 1011+01 AND 1012+00. TRACK SHIFTS AND SURFACING TO BE PERFORMED BY SCRRA. Q 6, REPLACE TRACK ON SCRRA MAIN LINE FROM STA 1002+00 In IY TO STA 1006+00, REPLACE TRACK ON SCRRA SIDING TRACK FROM STA 1002+00 TO STA 1006+00. Lil INSTALL NORTHERLY AND SOUTHERLY 6CHAIN LINK N 7. FENCE FROM STA 1001+22 TO STA 1002+00 BY CONTRACTOR. 8, REUSE THE CONCRETE TIES FROOM THE EXISTING SIDING TRACK AND INSTALL ON THE EXISTING MAINLINE WITH AN EQUAL DISTRIBUTION ON TIES ON EACH SIDE OF THE NEW BRIDGE. RELOCATE CROSSING PANELS WHEN TRAIN TRAFFIC MOVED TO SCRRA ML AND SIDING TRACKS. INSTALL 10' TIMBER TIES ON TRACKS UNDER ... REMOVE CROSSING PANELS WHEN DETOUR ROAD IS REMOVED. REMOVE TIMBER TIES AND REINSTALL CONCRETE TIES1 TRACK SHIFT AND SURFACING BY SCRRA 9 AND RT-02OR •GEOMETflY DATA. SEE DRAWING NDS. RT -01 0 TRACK REMOVAL BY CIVIL CONTRACTOR 40'." 20'_...0.".<.... _40'.:, 80'- . 4' 2' -0' 4',.._ 8' GRAPHIC SCALE: HORIZ: 1" = 40' GRAPHIC SCALE: VERT: 1" = 4' r -_ -. -. lir -_ �_ • .. _ ., _^ � .- _ r 1122 * - cSC n w --7777777 - - 1114 L =_300 _- __ 1 _. __ - -- - -� _+ - + = 1114 _. __ GR -0 OS o --- - EXISTING SC flA MAIN LINEI - _ -G OUNON T In •-'^, 1122 o $:: ~ - _ - - :_ -- _ — _ o 1122 6 TOP GFRAIL-- 0 -;- - iA-7-- - i - SGRA�ST = 1 -- _ INVTRACK TFINALI) - 1118 Bw L 200 _.. ---- �_:- -- -_ -- -_ TOP -0 RAIL _. - r r 1114 - -� — -T. 1114 R -I0.12 �I-r fIO I I_O --- --- ---- - L _-__---� -- o -_ =GROUND 1 E5�11= 11101110 1002+00 1003+00 1004+00 1005+00 1006+00 1007+00 1008+00 1009+00 1010+00 1011+00 1012+00 PROFILE SPECIAL ABBREVIATIONS: SEE RT -02 FOR PRIMARY LIST OF ABBREVIATIONS ML SCRRA MAIN LINE ST SCRRA SIDING TRACK $F1 SHOOFLY TRACK NO.1 SF2 SHOOFLY TRACK NO.2 SST SHOOFLY SPUR TRACK SPUR EXISTING/PROPOSED SPUR TRACK PENRIPTI61 OF MISION I GAPE I CITY OF RANCHO CUCAMONGA TRACK PLAN & PROFILE (FINAL) FROM 1002+00 TO 1012+00 CEGBDAM, `Tt ENGINEER 4/Jh/t ouzo n va m en ,� necm• m mum /= 'dvgprofix'IS(gecvar,'dwgnome') Vedtlme, O. MON 00'; YYYY - H:MMam/pm) T.TAPPAN YALE �� ..... CINSTALL • I�I�� . 1 1 6'HT CLF I CONDUIT 1: I I .. SPECS THE1 11 • 1 .1 . 1 8 P=51 REMOVE � I TEMPORARYGE 1) I I I 1 MO VE TRACK (901 TF) �`�111 III 1IIIIL�III1 __� 11 I I4 I 11 1 . • 1 � 1• I mm�Y C• _ _ • _ u� m slot a PROPOSED 12' W lu _ . ^ �Ir �,1�� -i.��.�..��..�. "1 �.��$ r� -_ m w a • �� ..��ItiWWWwIw��a�w��x�_,..— .— .� .11 � m�— _ 1 1 11 .nom_. _e��M�hf` rIrA•1 =�1 ■!� Malaga � �h anis��:.. (7 1 II GRA1 1 � sI7 -.—+.+.+..+,a�.•..,.na.+.�.....a..��77�!!"••��.. I •+" y••,VV•V••^` V••^n•••V+• REPLACE TRACK (800 TF TOTAL) (SEE NOTES 6 8 8) PLAN 1. ALL •WORK ON THIS SHEET TO BE PERFORMED BY CIVIL CONTRACTOR. UNLESS NOTED OTHERWISE. CONTRACTOR RESPONSIBLE FOR COMPLETING TRACK CONSTRUCTION DURING FINAL PHASE. AS FOLLOWS: SCRRA MAINLINE STA 995+74 TO 1008+84.63 SCRRA SIDING TRACK STA 993+58 TO STA 1011+00.90 2: FOR TYPICAL CROSS—SECTIONS OF GRADING. SEE DRAWING NOS. RC -01 THRU flC-02. CTI 3. FOR CROSS—SECTIONS. SEE DRAWING NOS. RC -05 THRU I CJ RC -07. 4. ALL STATIONING IS BASED ON EXISTING SCRRA MAIN LINE, UNLESS NOTED OTHERWISE. 5, SHIFTED TRACK OCCURS UP TO THE 13' CLEAR POINT ON SCRRA MAIN LINE, ALONG SCRRA MAINLINE. SHIFT TRACK Z FROM SHOOFLY TRACK NO. 1 BETWEEN STA 1011+01 AND STA 1012+00 AND FROM SHOOFLY TRACK NO,2 BETWEEN C7 STA 1008+84 AND 1011+01. ALONG SCRRA SIDING TRACK. SHIFT TRACK FROM SHOGFLY TRACK NO. 2 BETWEEN STA z 1011+01 AND 1012+00. TRACK SHIFTS AND SURFACING TO BE PERFORMED BY SCRRA. Q 6, REPLACE TRACK ON SCRRA MAIN LINE FROM STA 1002+00 In IY TO STA 1006+00, REPLACE TRACK ON SCRRA SIDING TRACK FROM STA 1002+00 TO STA 1006+00. Lil INSTALL NORTHERLY AND SOUTHERLY 6CHAIN LINK N 7. FENCE FROM STA 1001+22 TO STA 1002+00 BY CONTRACTOR. 8, REUSE THE CONCRETE TIES FROOM THE EXISTING SIDING TRACK AND INSTALL ON THE EXISTING MAINLINE WITH AN EQUAL DISTRIBUTION ON TIES ON EACH SIDE OF THE NEW BRIDGE. RELOCATE CROSSING PANELS WHEN TRAIN TRAFFIC MOVED TO SCRRA ML AND SIDING TRACKS. INSTALL 10' TIMBER TIES ON TRACKS UNDER ... REMOVE CROSSING PANELS WHEN DETOUR ROAD IS REMOVED. REMOVE TIMBER TIES AND REINSTALL CONCRETE TIES1 TRACK SHIFT AND SURFACING BY SCRRA 9 AND RT-02OR •GEOMETflY DATA. SEE DRAWING NDS. RT -01 0 TRACK REMOVAL BY CIVIL CONTRACTOR 40'." 20'_...0.".<.... _40'.:, 80'- . 4' 2' -0' 4',.._ 8' GRAPHIC SCALE: HORIZ: 1" = 40' GRAPHIC SCALE: VERT: 1" = 4' r -_ -. -. lir -_ �_ • .. _ ., _^ � .- _ r 1122 * - cSC n w --7777777 - - 1114 L =_300 _- __ 1 _. __ - -- - -� _+ - + = 1114 _. __ GR -0 OS o --- - EXISTING SC flA MAIN LINEI - _ -G OUNON T In •-'^, 1122 o $:: ~ - _ - - :_ -- _ — _ o 1122 6 TOP GFRAIL-- 0 -;- - iA-7-- - i - SGRA�ST = 1 -- _ INVTRACK TFINALI) - 1118 Bw L 200 _.. ---- �_:- -- -_ -- -_ TOP -0 RAIL _. - r r 1114 - -� — -T. 1114 R -I0.12 �I-r fIO I I_O --- --- ---- - L _-__---� -- o -_ =GROUND 1 E5�11= 11101110 1002+00 1003+00 1004+00 1005+00 1006+00 1007+00 1008+00 1009+00 1010+00 1011+00 1012+00 PROFILE SPECIAL ABBREVIATIONS: SEE RT -02 FOR PRIMARY LIST OF ABBREVIATIONS ML SCRRA MAIN LINE ST SCRRA SIDING TRACK $F1 SHOOFLY TRACK NO.1 SF2 SHOOFLY TRACK NO.2 SST SHOOFLY SPUR TRACK SPUR EXISTING/PROPOSED SPUR TRACK PENRIPTI61 OF MISION I GAPE I CITY OF RANCHO CUCAMONGA TRACK PLAN & PROFILE (FINAL) FROM 1002+00 TO 1012+00 CEGBDAM, `Tt ENGINEER 4/Jh/t ouzo n va m en ,� necm• m mum /= 'dvgprofix'IS(gecvar,'dwgnome') Vedtlme, O. MON 00'; YYYY - H:MMam/pm) T.TAPPAN YALE WITH NO CHANGES TO L a I o - - Fes¢ ,RP - - - --- 3+00 4+00 5+00 6+00 7+00 --- ^+-.Q SUR TRACK IHNALI TRACK -(FINAL) -- f - 9+00 --. --- -.- --._=- XISTING---- —id _---- -R--I:03-3+.6-GROUND —... -.._ TOP OF RAIL - - - 'd.gpraf:x'19(getvar,'dxgnama) Vedtlme, 0, MON 00^, YYYY - H:MMam/pm) NOTES: 1. ALL WORK ON THIS SHEET TO BE PERFORMED BY CIVIL CONTRACTOR, UNLESS NOTED OTHERWISE. 2. FOR TYPICAL CROSS-SECTIONS FOR GRADING, SEE DRAWING NOS. RC -01 THRU RC -02. 3. FOR CROSS-SECTIONS, SEE DRAWING NOS. RC -05 THRU RC -07. 4. ALL STATIONING IS BASED ON SPUR TRACK, UNLESS NOTED OTHERWISE. 5. SHIFTED TRACK OCCURS UP TO THE 13' CLEAR POINT ON SHOOFLY SPUR TRACK. 6. REMOVE SHOOFLY SPUR TRACK (134 TF) FROM APPROXIMATELY STA 7+49 TO STA 8+83. 7. FOR TRACK GEOMETRY DATA, SEE DRAWING NOS. RT -01 AND RT -02 - I Fes¢ ,RP - I OR 3+00 4+00 5+00 6+00 7+00 'd.gpraf:x'19(getvar,'dxgnama) Vedtlme, 0, MON 00^, YYYY - H:MMam/pm) NOTES: 1. ALL WORK ON THIS SHEET TO BE PERFORMED BY CIVIL CONTRACTOR, UNLESS NOTED OTHERWISE. 2. FOR TYPICAL CROSS-SECTIONS FOR GRADING, SEE DRAWING NOS. RC -01 THRU RC -02. 3. FOR CROSS-SECTIONS, SEE DRAWING NOS. RC -05 THRU RC -07. 4. ALL STATIONING IS BASED ON SPUR TRACK, UNLESS NOTED OTHERWISE. 5. SHIFTED TRACK OCCURS UP TO THE 13' CLEAR POINT ON SHOOFLY SPUR TRACK. 6. REMOVE SHOOFLY SPUR TRACK (134 TF) FROM APPROXIMATELY STA 7+49 TO STA 8+83. 7. FOR TRACK GEOMETRY DATA, SEE DRAWING NOS. RT -01 AND RT -02 - PROFILE 40' 20' 0 40' 80' 4' 2' 0 4' 8' GRAPHIC SCALE: HORIZ: 1" = 40' GRAPHIC SCALE: VERT: 1" = 4' SPECIAL ABBREVIATIONS: SEE RT -02 FOR PRIMARY LIST OF ABBREVIATIONS ML SCRRA MAIN LINE ST SCRRA SIDING TRACK SF1 SHOOFLY TRACK NO.1 SF2 SHOOFLY TRACK NO.2 SST SHOOFLY SPUR TRACK SPUR EXISTING/PROPOSED SPUR TRACK -- --- DESCRIPTION ON REVISION DATE 1106 CITY OF RANCHO CUCAMONGA SPUR TRACK (FINAL) 1102 PLAN & PROFILE 12+00 13+00 FROM 5+00 TO 70+00 APPROVED BY: / DATEI xs-" CITY ENGINEER , v7 RQ: KS16x I RECWME P.MAHONEY PBIIERSON _ J O DnAM fl i0 r11TES�xIN[. m:d�an s r R.IAYGG — C 81 w cxETT FlU C037291 geRP 11 rrapraN DATE / " n1Ew RP -16 I 8+00 9+00 10+00 11+00 PROFILE 40' 20' 0 40' 80' 4' 2' 0 4' 8' GRAPHIC SCALE: HORIZ: 1" = 40' GRAPHIC SCALE: VERT: 1" = 4' SPECIAL ABBREVIATIONS: SEE RT -02 FOR PRIMARY LIST OF ABBREVIATIONS ML SCRRA MAIN LINE ST SCRRA SIDING TRACK SF1 SHOOFLY TRACK NO.1 SF2 SHOOFLY TRACK NO.2 SST SHOOFLY SPUR TRACK SPUR EXISTING/PROPOSED SPUR TRACK -- --- DESCRIPTION ON REVISION DATE 1106 CITY OF RANCHO CUCAMONGA SPUR TRACK (FINAL) 1102 PLAN & PROFILE 12+00 13+00 FROM 5+00 TO 70+00 APPROVED BY: / DATEI xs-" CITY ENGINEER , v7 RQ: KS16x I RECWME P.MAHONEY PBIIERSON _ J O DnAM fl i0 r11TES�xIN[. m:d�an s r R.IAYGG — C 81 w cxETT FlU C037291 geRP 11 rrapraN DATE / " n1Ew RP -16 WITH NO CHANGES 1135 N 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 993+00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 992+00 N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 999+00 1135 w Y 1130 1125 1120 1115 1110 1105 ■■■■■■■■■■■■■N■■■_■■ ■■■■■■■■■■■■■�■■®■■■■; ■■■■■■■■■■■■■W■ EMMMMMMMMMMMMMMM ■■■■ ■■■_®�!`■■■gin■ ■■■ ME ■■■■■■■■■■■■■■■■ " ■■■M■ ■ ®■■1�owiwmmj ■■■ iM ■ \■ ' ■■■■® ■■■■■■■�■■f!■;■■■■■■■■ m ■®■■■■■■■■■■sir ■■■■■m!m■_ ; �r iANN �SEE■■■■■■■■■■■■■ rr■■ ■■■■■■■■■■■.iii ■■■■■■t�;�■■■ �■■■■ ■ \■N ■■■■o , ■■■■■■■■■fiii�Vifi■■ME■■■■ !'■i■■■■■■■■ �■■■■ , ■■■■■■■■■■■■■W, - , ■� ' '■■■■■�■■■■■■■■■ . -70 -60 -50 -40 -30 -20 -10 0 10 20 30 999+00 1135 w Y 1130 1125 1120 1115 1110 1105 1135 1130 1125 1120 1115 ,110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 990+00 1135 1130 1125 1120 1115 1110 1105 ■■■■■■■■■■■■■N■■■_■■ ■■■■■■■■■■■■■�■■®■■■■; ■■■■■■■■■■■■■W■ EMMMMMMMMMMMMMMM ■■■■ ■■■_®�!`■■■gin■ ■■■ ME ■■■■■■■■■■■■■■■■ " ■■■M■ ■ ®■■1�owiwmmj ■■■ iM ■ \■ WIN ■■■■■■■�■■f!■;■■■■■■■■ m ■®■■■■■■■■■■sir ; �r �SEE■■■■■■■■■■■■■ ■■■■ 1135 1130 1125 1120 1115 ,110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 990+00 1135 1130 1125 1120 1115 1110 1105 1135 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 969+00 sRgetvtr,'d.gpref:x'ISlgetver,'dvgneme'1 Vedt:me, O, MON DD;' YYYY - H:MMem/pm) 1135 1130 1125 1120 1115 1110 1105 ■■■■■■■■■■■■■�■■®■■■■; EMMMMMMMMMMMMMMM ■■■■ ■■■_®�!`■■■gin■ ■■■ ME ■■■■■■■■■■■■■■■■ " ■■■M■ ■ ®■■1�owiwmmj ■■■ 1135 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 969+00 sRgetvtr,'d.gpref:x'ISlgetver,'dvgneme'1 Vedt:me, O, MON DD;' YYYY - H:MMem/pm) 1135 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 990+00 N 1135 1130 1125 1120 1115 1110 1105 ■■■■■■■■■■■■■�■■®■■■■; ■■■■ ■■■_®�!`■■■gin■ ■■■ " ■■■M■ ■ ®■■1�owiwmmj EmEmomm iM ■ \■ WIN ■■■■■■■�■■f!■;■■■■■■■■ m ; �r ■■■■■■t�;�■■■ �■■■■ ■ \■N ■■■■o , ■■■■■■■■■fiii�Vifi■■ME■■■■ !'■i■■■■■■■■ - , ■� ' '■■■■■�■■■■■■■■■ - -70 -60 -50 -40 -30 -20 -10 0 10 20 30 990+00 N 1135 1130 1125 1120 1115 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 997+00 N Y 1135 - 1130 1125 1120 IRS 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 996+00 N Y ■■■■■■■■■■■■■�■■®■■■■; ■■■■ ■■■_®�!`■■■gin■ ■■■ " ■■■M■ ■ ®■■1�owiwmmj EmEmomm iM ■ \■ ■■■■■■■�■■f!■;■■■■■■■■ m ; �r ■■■■■■t�;�■■■ �■■■■ ■ , ■■■■■■■■■fiii�Vifi■■ME■■■■ - -70 -60 -50 -40 -30 -20 -10 0 10 20 30 997+00 N Y 1135 - 1130 1125 1120 IRS 1110 1105 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 996+00 N Y -70 -60 -50 -40 -30 -20 -10 0 10 20 30 995+00 1135 1130 1125 1120 1115 1110 1105 ■■■■ ■■■_®�!`■■■gin■ ■■■ " ■■■M■ EmEmomm ■■■■■■■�■■f!■;■■■■■■■■ -70 -60 -50 -40 -30 -20 -10 0 10 20 30 995+00 1135 1130 1125 1120 1115 1110 1105 Ei 1. STATIONING IS BASED ON EXISTING SCRRA MAIN LINE. 2. EXISTING SANBAG R -O -W IS BEYOND LIMITS OF CROSS SECTIONS. LOCATED AS FOLLOWS: A) WEST OF HAVEN 190' WIDE NORTH R -O -W 100' NORTH OF SCRRA MAIN LINE B) EAST OF HAVEN - 100' WIDE NORTH R -O -W 50' NORTH OF SCRRA MAIN LINE OEW:Pn@I 6 REVISION I DME CITY OF RANCHO CUCAMONGA SCRRA MAINLINE & SIDING TRACK (FINAL) CROSS-SECTIONS STA 989+00 TO STA 998+00 HAVEN AVENUE ORAD SEPARATION APPROVED BY: OATEC $— CITY ENGINEER -70 -60 -50 -40 -30 -20 -10 0 10 20 30 DESIGN rux wP m er, REC m 994+00 P.MAHONEY Pfl IUON oRRm USS, ING 10' 0 10' 20' R."YGO �n 82 D 11 amRm C037291 uunm m GRAPHIC SCALE: 1" • 10' T.TARPAN RAN nmp RC -0 ■■■■ ■■■_®�!`■■■gin■ ■■■■■■■�■■f!■;■■■■■■■■ Ei 1. STATIONING IS BASED ON EXISTING SCRRA MAIN LINE. 2. EXISTING SANBAG R -O -W IS BEYOND LIMITS OF CROSS SECTIONS. LOCATED AS FOLLOWS: A) WEST OF HAVEN 190' WIDE NORTH R -O -W 100' NORTH OF SCRRA MAIN LINE B) EAST OF HAVEN - 100' WIDE NORTH R -O -W 50' NORTH OF SCRRA MAIN LINE OEW:Pn@I 6 REVISION I DME CITY OF RANCHO CUCAMONGA SCRRA MAINLINE & SIDING TRACK (FINAL) CROSS-SECTIONS STA 989+00 TO STA 998+00 HAVEN AVENUE ORAD SEPARATION APPROVED BY: OATEC $— CITY ENGINEER -70 -60 -50 -40 -30 -20 -10 0 10 20 30 DESIGN rux wP m er, REC m 994+00 P.MAHONEY Pfl IUON oRRm USS, ING 10' 0 10' 20' R."YGO �n 82 D 11 amRm C037291 uunm m GRAPHIC SCALE: 1" • 10' T.TARPAN RAN nmp RC -0 AS -BUILT WITH NO CHANGES N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1003+00 N -60 -50 -40 -30 -20 -10 0 10 20 30 1004+00 1 ■■■■■■fir©�,E'■■�1■■■�■■�_ ■■■ ■■■■■i±l■■LSP■■■■�P:R�■®�■■ ■■■■■■immo-1111"MROMM■Naomi, , ■■■■■��u■■■.err.■..\■ ' ■■■ wwwww_ rr:�■ ryw , mom erif�W'�.7iE�W��IiYr' ■■■■■■■■■ �`�..�� J�QL J _wwwww�■■.w�.�:w■■ ■■!jl..{{_F....R..■■■■unism■■■■■tMEN ■i■■ ■■i R' 1 ■r■■■■■■■■■ ��■ ,moo ■■■Lfu■■■■■■■■■■■, 1 ommilmo NONE 1.. ; ■■■■■■■S ■6 1 ' ■■■■lim■■■■■■■■■■■ -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1003+00 N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1002+00 N -60 -50 -40 -30 -20 -10 0 10 20 30 1004+00 1 ■■■■■■fir©�,E'■■�1■■■�■■�_ ■■■ ■■■■■i±l■■LSP■■■■�P:R�■®�■■ ■■■■■■immo-1111"MROMM■Naomi, , ■■■■■��u■■■.err.■..\■ ' ■■■®��■�.-�soon wwwww_ rr:�■ ryw , mom ■■■■■■■■■ �`�..�� ■■!jl..{{_F....R..■■■■unism■■■■■tMEN ■i■■ ■■i R' 1 ■r■■■■■■■■■ ��■ ,moo ■■■Lfu■■■■■■■■■■■, 1 ommilmo NONE 1.. ; ■■■■■■■S -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1002+00 N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1001+00 N -60 -50 -40 -30 -20 -10 0 10 20 30 1004+00 1 ■■■■■■fir©�,E'■■�1■■■�■■�_ ■■■ ■■■■■i±l■■LSP■■■■�P:R�■®�■■ ■■■■■■immo-1111"MROMM■Naomi, , ■■■■■��u■■■.err.■..\■ ' ■■■®��■�.-�soon '■■■■■■ , mom ■■■■■■■■■ �`�..�� ■■!jl..{{_F....R..■■■■unism■■■■■tMEN ■i■■ ■■i R' 1 ■r■■■■■■■■■ ��■ ,moo ■■■Lfu■■■■■■■■■■■, 1 ommilmo NONE 1.. ; ■■■■■■■S ■6 1 ' ■■■■lim■■■■■■■■■■■ , , -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1001+00 N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1000+00 -60 -50 -40 -30 -20 -10 0 10 20 30 1004+00 1 ■■■■■■fir©�,E'■■�1■■■�■■�_ ■■■ ■■■■■■immo-1111"MROMM■Naomi, ■■■■■��u■■■.err.■..\■ ' ■■■®��■�.-�soon '■■■■■■ ■■■®�wwwww\■�r"rr■■r�iw■■ ■■■■■■■■■ ■■!jl..{{_F....R..■■■■unism■■■■■tMEN ■i■■ ■■i R' 1 ■r■■■■■■■■■ 1 ommilmo NONE 1.. ; ■■■■■■■S -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1000+00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 999+00 S(getvar,'dwgpraF,z')4lgetvar.'drgneme'I Sledtlme, O, MON DD'; YYYY - H:MMam/pm) Y -60 -50 -40 -30 -20 -10 0 10 20 30 1004+00 1 ■■■■■■fir©�,E'■■�1■■■�■■�_ ■■■ ■■■■■■immo-1111"MROMM■Naomi, ■■■■■��u■■■.err.■..\■ ' ■■■®��■�.-�soon '■■■■■■ ■■■■■■■■■ ■■!jl..{{_F....R..■■■■unism■■■■■tMEN ■i■■ ■■i R' 1 ■r■■■■■■■■■ 1 ommilmo NONE 1.. ; ■■■■■■■S -70 -60 -50 -40 -30 -20 -10 0 10 20 30 999+00 S(getvar,'dwgpraF,z')4lgetvar.'drgneme'I Sledtlme, O, MON DD'; YYYY - H:MMam/pm) Y -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1008+00 N -60 -50 -40 -30 -20 -10 0 10 20 30 1004+00 1 ■■■■■■fir©�,E'■■�1■■■�■■�_ ■■■ ■■■■■■immo-1111"MROMM■Naomi, ■■■■■��u■■■.err.■..\■ ' ■■N■I�■■■iw■■■wi■■rr.w\■ ■■■■■■■■■ ■i■■ ■■i R' 1 ■r■■■■■■■■■ 1 ommilmo NONE 1.. ; ■■■■■■■S -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1008+00 N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1007+00 N -60 -50 -40 -30 -20 -10 0 10 20 30 1004+00 1 ■■■■■■fir©�,E'■■�1■■■�■■�_ ■■■ ■■■■■��u■■■.err.■..\■ ' ■■N■I�■■■iw■■■wi■■rr.w\■ ■i■■ ■■i R' 1 ■r■■■■■■■■■ 1 ommilmo NONE 1.. ; ■■■■■■■S -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1007+00 N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1006+00 N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1005+00 N -60 -50 -40 -30 -20 -10 0 10 20 30 1004+00 ' ■■N■I�■■■iw■■■wi■■rr.w\■ ■i■■ ■■i R' 1 ■r■■■■■■■■■ 1 ommilmo NONE 1.. ; ■■■■■■■S -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1006+00 N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1005+00 N -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1004+00 ■i■■ ■■i R' 1 ■r■■■■■■■■■ -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1004+00 NOTE. 1. STATIONING IS BASED ON EXISTING SCRRA MAIN LINE, 2. EXISTING SANBAG R -O -W IS BEYOND LIMITS OF CROSS SECTIONS, LOCATED AS FOLLOWS: A) WEST OF HAVEN 190' WIDE NORTH R -O -W 100' NORTH OF SCRRA MAIN LINE B1 EAST OF HAVEN - 100' WIDE NORTH R -O -W 50' NORTH OF SCRRA MAIN LINE KSGIPTIM OF OF REVISIR1M DAM�xP IR0YF0:IpOYFp: CITY OF RANCHO CUCAMONGA SCRRA MAINLINE &SIDING TRACKS (FINAL) CROSS-SECTIONS STA 999+00 TO STA 7008+00 HAVENAVENUEGRAOE ARATION APPROVED BY: / / RATE: -14B -14 -OS CITY ENGINEER • / Ki —42156 Ef51p1 HN fl2PY¢9 BM1 PEC NMO R.MAHONEY DRAWN a�S OO, INC. T R."YCO 1 113 ff 144 mE TT Ran 0037291 dunro w. riaPPAx RETE /v a FUM RC -09 2220 WITH NO CHANGES -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1013+00 N ■■■■■■■■■■■■■■■■■■■- ■■■ ■■■■■■■■�1■■■�1■■■■■ - ■■■ ■■■ ■mom ■■■■■M■■■pa■m-"®■■ ■■amLail■■■■■ mmm®■■, limmomm ■■■■■■■_■■■�Ivl� 1.1 r!!I�in ■■■■= , Fmmm7mmmmMmMMMMMwwMMMMM, r�r�G' If-iiGf�� It SOMM■Ngam ON N■■■�■■■■■■, -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1013+00 N -70 -60 -50 -40 -30 -20 -1) 0 10 20 30 1012+00 ■■■■■■■■■■■■■■■■■■■- ■■■ ■■■■■■■■�1■■■�1■■■■■ - ■■■ ■■■ ■mom ■■■■■M■■■pa■m-"®■■ ■■amLail■■■■■ mmm®■■, limmomm ■■■■■■■_■■■�Ivl� 1.1 r!!I�in ■■■■= , ■■■■■■M■_I r�r�G' If-iiGf�� It SOMM■Ngam ON N■■■�■■■■■■, -70 -60 -50 -40 -30 -20 -1) 0 10 20 30 1012+00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1011+00 N y -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1010+00 N y ■■■■■■■■■■■■■■■■■■■- ■■■ ■■■ ■mom ■■■■■M■■■pa■m-"®■■ ■■amLail■■■■■ mmm®■■, limmomm ■■■■■■■_■■■�Ivl� 1.1 r!!I�in ■■■■= , ■■■■■■M■_I r�r�G' If-iiGf�� It SOMM■Ngam ON N■■■�■■■■■■, -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1011+00 N y -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1010+00 N y AAA rc ■■■■■■■■■■■■■■■■■■■- ■■■ ■■■■■M■■■pa■m-"®■■ mmm®■■, ■■■■= , ■■■■■■M■_I m"■wrIN00 ■WIN SOMM■Ngam ON AAA rc -70 -60 -50 -40 -30 -20 -1) 0 10 20 30"-- 1016+00 = _ 1- 1 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1015+00 W N K ■■■■■■■■■■■■■■■■■■■- ■■■ ■■■■■M■■■pa■m-"®■■ mmm®■■, , ■■■■■■M■_I ■WIN ON -70 -60 -50 -40 -30 -20 -1) 0 10 20 30"-- 1016+00 = _ 1- 1 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1015+00 W N K R 1STATIONING IS BASED ON EXISTING SCRRA MAIN LINE. 2, EXISTING SANDAL R -O -W IS BEYOND LIMITS OF CROSS SECTIONS, LOCATED AS FOLLOWS: A) WEST OF HAVEN 1901 WIDE NORTH R -O -W 1001 NORTH OF SCRRA MAIN LINE B) EAST OF HAVEN - 1001 WIDE NORTH R -O -W 501 NORTH OF SCRRA MAIN LINE CITY OF RANCHO CUCAMONGA SCRRA MAINLINE &SIDING TRACKS (FINAL) CROSS-SECTIONS STA 1009+00 TO STA 7016+00 NAVENAVFNUE °FAO EPARATI°N APPROVED BY: - I GA CIT Y ENINIM ME: -70 -60 -50 -40 -30 -20 -10 0 10 20 30 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1009+00 1014+00 a TEB3oN ASSSWBTES�a1�NG 10' 0 10' 20' rt.urco 84 n SI etvor�.'du - _ ... rnccrtm �n C037291 wun m g gp.afrx ISlgetvan, •dugnema) Sledtama, 0, MON 00'; YYYY - H:MMam/pmt - - - - - - GRAPHIC SCALE: 1" • 10' T.TAPFAN DAM p/y OB nrv:a RC -1 ■■■■■■■■■■■■■■■■■■■- ■■■o■■■■■�,�'''�,1.B'R'l■■m mmm®■■, ■■■■■■M■_I ■WIN ON R 1STATIONING IS BASED ON EXISTING SCRRA MAIN LINE. 2, EXISTING SANDAL R -O -W IS BEYOND LIMITS OF CROSS SECTIONS, LOCATED AS FOLLOWS: A) WEST OF HAVEN 1901 WIDE NORTH R -O -W 1001 NORTH OF SCRRA MAIN LINE B) EAST OF HAVEN - 1001 WIDE NORTH R -O -W 501 NORTH OF SCRRA MAIN LINE CITY OF RANCHO CUCAMONGA SCRRA MAINLINE &SIDING TRACKS (FINAL) CROSS-SECTIONS STA 1009+00 TO STA 7016+00 NAVENAVFNUE °FAO EPARATI°N APPROVED BY: - I GA CIT Y ENINIM ME: -70 -60 -50 -40 -30 -20 -10 0 10 20 30 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 1009+00 1014+00 a TEB3oN ASSSWBTES�a1�NG 10' 0 10' 20' rt.urco 84 n SI etvor�.'du - _ ... rnccrtm �n C037291 wun m g gp.afrx ISlgetvan, •dugnema) Sledtama, 0, MON 00'; YYYY - H:MMam/pmt - - - - - - GRAPHIC SCALE: 1" • 10' T.TAPFAN DAM p/y OB nrv:a RC -1 AS -BUILT WITH NO CHANGES T LOWICK KUfl W47 W47 d W48(4l IS I SIGNS BEGINI1D10 ROM TRACK N ,I) NOTES: R65 SIGN 1. ALL NEW CONSTRUCTION AT DETOUR ROAD GRADE CROSSING RETAIN WALL SHALL BE BY CITY CONTRACTOR, EXCEPT FOR GRADE CROSSING NDI NI Y EOUIPWNT (AS NOTED). HUMBOLDT AVE wOQWICK W � 2 SIMILARPROPRIETARYMOUNTABLE MEDIAN (CUED 1 MOTORISTS _ / >_ of FROM DRIVING AROUND R.R. GATES. INSTALL A MINIMUM OF 300' _ i-_ Q FOR EACH PHASE OF TEMPORARY GRADE CROSSING OPERATION. ACPAVEMENT m 3. REFER TO SPEC. SECTION 01001.1.01.1 FOR STAGING AND REMOVALS TEMPORARY K AIL OF SCRRA SIGNAL EDUIPMEENT. ' SANBAG R/W LLJ 4. TO INSTALL CROSSING PANELS SALVAGED LtJ FROM HAVEN CROSSING. FROM HAVEN AVE GRADE CROSSING. O c O t R CONE TE CROSSING m Ln PANEL TYPI 12" DOUBLE TO BE flE VED A TER BADGE C STAUC ]ON WHITE LINES - 0 S OR IND ALL PROPOSECPUC T BE RE VED AFTER CARAI m ❑ 8 EDGE C NSTfl TION ---i---- - - - - - - - i LHOOFL --- -- TRK NO.1 N0.1 jN0.9 -- -- ------ --F -- --_______ _ _ _ SHOOFL RK N0.2 1 nn3_+D.Q__�_scRR -st -- ---- STDPNS. A-MAi1l-tlNc`—' F' 2- SCAHA SIDnM-Mn -- L 4,-6_______ b ___.1 Class O LIN OF B IDGE B US S CROS HOUSE _ BY ) PREVIOUSLY INSTA L 45' IN PHASE I 12P DOUBL WHITE LIN 5 51 SID LK 0 0 SANBAG R/W � z 8TH ST - o 0 —_ —TEM1POItAAY-IC=RAI N L NG WALL ASPH. pONDITION) ODESCRIPTION OF REVISION DATE CIIYPPflDI CITY OF RANCHO CUCAMONGA 20', R7W I G T ACK) GRADE CROSSING DETAILS AT PROPOSED DETOUR ROAD PHASE 2 HAMAVENUEORA SEPARATION flOPO D / ,L APPROVED1 ::i ":, $MI6>a ENGINEER RIF: MICH RA4 FTe]IA➢ BYI pEC NOEa PLAN 20 10 0 20 40 P.MAHONEY PRTIERRON DRAM�RRORTf, )INC. R. AYGO 85 D, 144 Slgetver,'dwgprefEx9S(gatver,'drgname-)S(edtlme, B, MON 00'; YYYY - H:MMem/pm) SCALE 1 ° = 40 1 MC ED- ` Am m CO3T2R7 DB y"A" " - CD -03- j0 - T.TAPPAN DATE v qAM AD _ 7/14/2008 12:13!53 PKI J;\Projects\URS\Haven\Drawings\CD-03.sh1 2Z2 0 GENERAL NOTES A. SPECIFICATIONS: 1.0 DESIGN B. DESIGN LOADINGS: 2001 A.R.E.M.A. MANUAL FOR RAILWAY ENGINEERING. 1.0 DEAD LOAD INCLUDES 2'-6" BALLAST WITH TIE WEIGHT AND 200 LBS/FT TRACK WEIGHT. 2.0 LIVE LOAD COOPER E80. 3.0 IMPACT 2001 A.R.E.M.A. CHAPTER 8, PART 2 FOR REINFORCED CONCRETE MEMBERS AND CHAPTER 8, PART 17 FOR PRESTRESSED CONCRETE MEMBERS. BALUSTRADE ARE NOT DESIGNED FOR STANDARD CALTRANS IMPACT LOADING 4.0 DESIGN SPEED 70 M/H 5.0 SEISMIC LOAD : THREE LEVEL EARTHQUAKES - SeLS, ILLS & SuLS LOAD FACTOR DESIGN: PERIOD (SECONDS) SEISMIC DESIGN STATE 0.03 0.08 0.10 0.20 0.30 0.40 0.50 0.75 1.00 1.50 2.00 3.00 4.00 B = BUOYANCY LOAD HORIZONTAL SeLS 0.35 0.54 0.64 0.88 0.88 0.82 0.75 0.62 0.51 0.38 0.28 0.16 0.10 SPECTRAL BENCH MARK NPS NOMINAL PIPE SIZE BRG BEARING NS NEAR SIDE C.J. CONSTRUCTION JOINT OD OUTSIDE DIAMETER C.G. CENTER OF GRAVITY OG ACCELERATION ULS 0.52 0.86 1.01 1.35 1.36 1.26 1.16 0.97 0.81 0.60 0.45 0.27 0.17 (G) PROFILE GRADE CONIC CONCRETE P/S PRESTRESSED CONST CONSTRUCTION P/T POST -TENSIONED CONT CONTINUOUS PL PLATE DET DETAIL Su LS 0.77 1.28 1.54 2.06 2.07 1.93 1.79 1.51 1.26 0.95 0.71 0.42 0.27 LOAD FACTOR DESIGN: AT M SeLS - SERVICEABILITY FOR CONCRETE STRUCTURE DESIGN PER A.R.E.M.A. MANUAL LIMIT STATE 1.0 (D + E + B + SF + PS + EQ) ILLS - ULTIMATE LIMIT STATE APPROX SuLS - SURVIVABILITY LIMIT WHERE: STATE D = DEAD LOAD AMERICAN RAILWAY ENGINEERING AND E = EARTH PRESSURE LOAD MISCELLANEOUS B = BUOYANCY LOAD MAINTENANCE -OF -WAY ASSOCIATION SF = STREAM FLOW LOAD BASED ON THE AVERAGE FLOW IN THE RIVER/FLOOD CHANNEL ASTM PS = PRESTRESSING LOAD EQ = EARTHQUAKE LOAD DETAILED REQUIREMENTS NOT SPECIFICALLY COVERED BY THE A.R.E.M.A. MANUAL SHALL BE IN ACCORDANCE WITH THE CALTRANS BRIDGE DESIGN SPECIFICATIONS SUPPLEMENTED BY THE CALTRANS MEMO TO DESIGNERS MANUAL THE ULTIMATE CAPACITY OF THE FOUNDATION SUPPORTING MEDIUMS IS USED IN CONJUNCTION WITH THE LOAD COMBINATION INCLUDING EARTHQUAKE LOAD. 6.0 THERMAL FORCES: NORMAL TEMPERATURE = 80" TEMPERATURE RISE = 307 TEMPERATURE FALL = 307 C. MATERIALS: 1.0 CONCRETE: 1.1 MATERIAL AND CONSTRUCTION OF PRESTRESSED CONCRETE GIRDERS SHALL BE IN ACCORDANCE WITH A.R.E.M.A. MANUAL FOR RAILWAY ENGINEERING, CHAPTER 8. PART 17- PRESTRESSED CONCRETE DESIGN. 1.2 MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS UNLESS NOTED OTHERWISE: P/C, P/S BOX GIRDER = 6,000 PSI CIP R/C & ABUT & BENT CAP, CIDH PILES & CIP R/C PANELS, P/C R/C WALKWAY = 4,000 PSI 1.3 PRESTRESSED CONCRETE SHALL ATTAIN A MINIMUM STRENGTH OF 5,000 PSI PRIOR TO TRANSFER OF PRESTRESSING FORCE. 1.4 CONCRETE SHALL BE AIR -ENTRAINED CONTAINING NOT LESS THAN 4% NOR MORE THAN 6% AIR BY VOLUME. 1.5 MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 1". 1.6 CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS NOTED BELOW, UNLESS NOTED OTHERWISE ON THE DRAWINGS. DIMENSIONS SHOWN ON DRAWINGS FOR COVER ARE CLEAR DIMENSIONS FROM FACE OF CONCRETE. CIDH PILE - 3" SURFACES CAST & PERMANENTLY EXPOSED TO EARTH- 3" WALLS - 2" CAP BEAM (® BENT) - 2" PRECAST BOX GIRDER - EXPOSED SURFACE - 11S" PRECAST BOX GIRDER - INTERIOR SURFACE - 11S" PRECAST GIRDER - TOP SLAB - 115" 1.7 ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED i'i' UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2.0 REINFORCING STEEL 2.1 ALL REINFORCING STEEL SHALL CONFORM TO ASTM A706, GR 60. 2.2 ALL BAR BENDS AND LAP SPUCES WHERE PERMITTED SHALL BE IN ACCORDANCE WITH A.R.E.M.A. MANUAL FOR RAILWAY ENGINEERING, CHAPTER 8. 3.0 PRE -TENSIONING STEEL: 3.1 PRE -TENSIONING STRAND STEEL SHALL BE ASTM A416, GR 270 SEVEN -WIRE UNCOATED LOW -RELAXATION STRANDS OF 0.6"0 NOMINAL DIAMETER. 3.2 INITIAL PRESTRESS SHALL BE 0.70 Fs' PER STRAND. 4.0 POST -TENSIONING STEEL: 4.1 POST -TENSIONING STEEL RODS SHALL BE ASTM A722 GR 150. 4.2 POST -TENSIONING STRANDS SHALL BE ASTM A416, OR 270 LOW -RELAXATION STRANDS OF 0.6"0 NOMINAL DIAMETER. 4.3 JACKING STRESS SHALL BE 0.75 F's PER STRAND. 4.4 DUCTS FOR POST -TENSIONED TENDONS MUST BE GROUTED AFTER POST -TENSIONING. GROUT MATERIAL SHOULD SATISFY A.R.E.M.A. REQUIREMENTS OF SECTION 17.4.4. 4.5. ANCHORAGE SET: 3/8". 4.6. FRICTION COEFFICIENT: 0.15. 4.7 WOBBLE COEFFICIENT: 0.0002/FT. 5.0 STRUCTURAL STEEL: 5.1 ALL STRUCTURAL STEEL SHALL CONFORM TO A36, GR 36. D. MISCELLANEOUS: 1. EXPANSION JOINTS: ALL EXPANSION JOINT SETTING DIMENSIONS ARE BASED ON THE STRUCTURE CONSTRUCTED AT 807. THE CONTRACTOR SHALL ADJUST THESE DIMENSIONS ACCORDINGLY FOR TEMPERATURE DIFFERENCES AT THE TIME OF CONSTRUCTION. 2. RAILROAD TRAFFIC: THE CONTRACTOR SHALL MAINTAIN THE PHYSICAL INTEGRITY OF THE EXISTING TRACK SYSTEM AND SHOOFLY AT ALL TIMES DURING STAGE CONSTRUCTION. THE CONTRACTOR SHALL CONDUCT ALL OPERATIONS SUCH THAT THEY WILL NOT INTERFERE WITH THE RAILROAD SCHEDULE OF OPERATIONS. THE CONTRACTOR MUST COORDINATE CONSTRUCTION WORK WITH SCRRA AUTHORITY. 3. FIELD MEASUREMENTS: THE CONTRACTOR SHALL VERIFY IN ADVANCE ALL PERTINENT DIMENSIONS AND ELEVATIONS THAT MIGHT DIRECTLY AFFECT FABRICATION OR CONSTRUCTION OF THE WORK. NO PREPARATION OF SHOP DRAWINGS NOR FABRICATION OF PRECAST MEMBERS SHALL BEGIN PRIOR TO THE VERIFICATION OF FIELD MEASUREMENTS AND CONDITIONS BY THE CONTRACTOR. 4. FOR STAGE CONSTRUCTION DETAILS, SEE ROADWAY PLANS 5. SCRRA FLAGMAN IS REQUIRED DURING THE CONSTRUCTION. B. FOR SHORING DETAILS, SEE SPECIFICATIONS. ® AT M MILE ABUT ABUTMENT MAX MAXIMUM APPROX APPROXIMATE MIN MINIMUM A. R.E.M.A. AMERICAN RAILWAY ENGINEERING AND MISC MISCELLANEOUS ABUTMENT DETAILS NO. 1 MAINTENANCE -OF -WAY ASSOCIATION M/H MILE/HOUR ASTM AMERICAN SOCIETY FOR TESTING MATERIAL NF NEAR FACE BB BEGINNING OF BRIDGE NGVD NATIONAL GEODETIC VERTICAL DATUM BC BEGINNING OF CURVE NO.,# NUMBER, REBAR SIZES BM BENCH MARK NPS NOMINAL PIPE SIZE BRG BEARING NS NEAR SIDE C.J. CONSTRUCTION JOINT OD OUTSIDE DIAMETER C.G. CENTER OF GRAVITY OG ORIGINAL GROUND CIDH CAST -IN -DRILLED -HOLE OH OVERHEAD CIP CAST -IN-PLACE P/C PRECAST CL, CENTER UNE P.E. PROFESSIONAL ENGINEER CUR CLEARANCE P/G PROFILE GRADE CONIC CONCRETE P/S PRESTRESSED CONST CONSTRUCTION P/T POST -TENSIONED CONT CONTINUOUS PL PLATE DET DETAIL POT POINT ON TANGENT DIA DIAMETER PVC POLYVINYL CHLORIDE EB END OF BRIDGE R/C REINFORCED CONCRETE EC END OF CURVE RDWY ROADWAY EF EACH FACE REINF REINFORCEMENT EL, ELEV ELEVATION RR RAILROAD EQ EQUAL RS RETAINING SIDEWALK EXIST EXISTING RT RIGHT EXP EXPANSION RTE ROUTE FF FAR FACE RW RETAINING WALL FG FINISHED GRADE R/W RIGHT-OF-WAY FS FAR SIDE SCRRA SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY FT FOOT SEP SEPARATION G ACCELERATION OF GRAVITY STA STATION G GRIND STD STANDARD GALV GALVANIZED SYMM SYMMETRICAL, SYMMETRY GDR GIRDER TEMP TEMPORARY GPS GLOBAL POSITIONING SYSTEM T/R TOP OF RAIL GR GRADE TOT TOTAL H HOUR TOF TOP OF FOOTING HS HIGH STRENGTH TOLP TOP OF LEVEL PAD ID INSIDE DIAMETER TW TOP OF WALL JT " JOINT TYP TYPICAL IN, INCHES UPRR UNION PACIFIC RAILROAD K KIPS LB POUND VERT VERTICAL LLV LONG LEG VERTICAL WW WINGWALL LOL LAYOUT LINE LT LEFT INDEX SHT NO, TO PLANS WILE S-201 GENERAL PLAN S-202 GENERAL NOTES S-203 FOUNDATION PLAN S-204 ABUTMENT LAYOUT S-205 ABUTMENT DETAILS NO. 1 S-206 ABUTMENT DETAILS NO. 2 S-207 BENT LAYOUT S-208 BENT DETAILS NO. 1 S-209 BENT DETAILS NO. 2 S-210 BENT DETAILS NO. 3 S-211 GIRDER LAYOUT S-212 GIRDER DETAILS NO. 1 S-213 GIRDER DETAILS NO. 2 S-214 GIRDER DETAILS NO. 3 S-215 GIRDER DETAILS NO. 4 S-216 GIRDER DETAILS NO. 5 S-217 TYPICAL SECTION NO. 1 S-218 TYPICAL SECTION NO. 2 S-219 TYPICAL SECTION DETAILS NO. 1 S-220 TYPICAL SECTION DETAILS NO. 2 S -220B TYPICAL SECTION DETAILS NO. 3 S-221 CIDH PILE DETAILS S-222 DECK DRAINAGE DETAILS S-223 MISCELLANEOUS DETAILS S-224 ARCHITECTURAL TREATMENT DETAILS NO. 1 S-225 ARCHITECTURAL TREATMENT DETAILS NO. 2 S-226 ARCHITECTURAL TREATMENT DETAILS NO. 3 S-227 RETAINING WALL "A" S-228 RETAINING WALL "B" S-229 RETAINING WALL "C" S-230 RETAINING WALL "D" S-231 LOGS OF TEST BORING STRUCTURAL STANDARDS (CALTRANS STANDARD PLANS, JULY 2002) A10A ABBREVIATIONS A108 SYMBOLS A62B LIMITS OF PAYMENT A62C EXCAVATION AND BACKFILL - BRIDGE 80-1 BRIDGE DETAILS BO -3 BRIDGE DETAILS BO -13 BRIDGE DETAILS 83-1 RETAINING WALL TYPE 1 83-8 RETAINING WALL DETAILS NO. 1 33-9 RETAINING WALL DETAILS NO. 2 611-47 CABLE RAILING TANDARD PILAN SHEET NUMBER ETAIL NUMBER O 12'-0" RR R/W "B" 113 00 — — RW "D" LOL, +i 0 O O n 100 f 1 11 — 7 � N of 0 Ci 0 f Q BRG ABUT 1 "—RW "C" LOL LOL q SCRRA MAINLINE SHOOFLY 113+84.47 POT = CL +NOZ CHAVEN AVE 53+32.22 POT o+1SHOOF 00 SB9'57'02"E CL SCRRA SIDING SHOOFLY 213+84.08 POT (E HAVEN AVE D3+1 /.22 HU o �214+00 14'r0" T SCRRA I FACE OF MAVEN TEMPORARY __ -- ARY SHORING _ - -a HAVEN AVE / W -a o PI 52+92.40 . /+ / o I a a 1003+00 0 BENT 3 J BENT 2 ¢ BE � n \ b CL HAVEN AVE o z NEW STORM DRAIN SEE CIVIL PLAN - 1s -2o PLAN 5-202 1" = 10' CL SHOOFLY S89'57'02"E 1003+31.11 POT = 14'-0" SCRRA MAINLINEI TRACK `./ BENT 4 1003+84.19 TRACK SRR R/W-� iE E 115+00 0 O 215+00 24'-0" 7-o 0 ------------------------- iN 099.73 I o m 1004+16.27 096.23 TYPE WW LOL- OU1002+00 /l SPECIFIED 1002+00 1099.73 1103.7 DENOTES BOTTOM OF FOOTING ELEVATION 1" ROUND HEAD BOLT IN CONC. CURB CL BRG C� BRIDGE o 1002+ m Tip N ao I 12'-0" RR R/W "B" 113 00 — — RW "D" LOL, +i 0 O O n 100 f 1 11 — 7 � N of 0 Ci 0 f Q BRG ABUT 1 "—RW "C" LOL LOL q SCRRA MAINLINE SHOOFLY 113+84.47 POT = CL +NOZ CHAVEN AVE 53+32.22 POT o+1SHOOF 00 SB9'57'02"E CL SCRRA SIDING SHOOFLY 213+84.08 POT (E HAVEN AVE D3+1 /.22 HU o �214+00 14'r0" T SCRRA I FACE OF MAVEN TEMPORARY __ -- ARY SHORING _ - -a HAVEN AVE / W -a o PI 52+92.40 . /+ / o I a a 1003+00 0 BENT 3 J BENT 2 ¢ BE � n \ b CL HAVEN AVE o z NEW STORM DRAIN SEE CIVIL PLAN - 1s -2o PLAN 5-202 1" = 10' CL SHOOFLY S89'57'02"E 1003+31.11 POT = 14'-0" SCRRA MAINLINEI TRACK `./ BENT 4 1003+84.19 TRACK SRR R/W-� iE E 115+00 0 O 215+00 24'-0" 7-o ------------------------- PILE DATA TABLE 099.73 BBRG ABUT 5 1004+16.27 096.23 TYPE (J /l SPECIFIED 1099.73 1103.7 10 O C CL BENT 4, CL BRG ABUT 5 WW LOL RR R/W NOTES: 1. ALL ABUTMENTS AND BENT CL BEARINGS ARE NO'02'58"E. 2. ALL WW BEARINGS ARE S89'57'02"E. 3. SHORING TO CLEAR ABUTMENT AND BENT. 4. AT EACH ABUTMENT AND BENT, CONSTRUCTION OF THE 2 CIDH PILES ADJACENT TO THE SHORING SHALL BE PERFORMED ONE AT A TIME. DRILLING OF SECOND CIDH PILE SHALL NOT BE PERFORMED PRIOR TO THE CONCRETE HAS BEEN PLACED AND SET FOR THE FIRST CIDH PILE. LEGEND BENCH MARK PILE DATA TABLE LOCATION TYPE DESIGN NOMINAL RESISTANCE SPECIFIED xxxx.zx DENOTES BOTTOM OF FOOTING ELEVATION 1" ROUND HEAD BOLT IN CONC. CURB LOADING Tip STAMPED "SBCO BM 01104" AT NORTHEAST (SERVICE) COMPRESSION TENSION ELEVATION DENOTES NEW 24"0 CIDH PILES CORNER OF ARROW ROUTE AND HAVEN Kips Kips Kips FT DENOTES NEW 36"0 CIDH PILES AVENUE, 1 FT EAST OF BEGINNING OF CURB ABUT 24" `-/ RETURN. 1, 5 CIDH 325 650 200 1060.35 DENOTES NEW STRUCTURE BL NUMBER - 10030 BENTS34 36. -- DENOTES EXISTING STRUCTURE ELEVATION - 1160.201 CDH 500 1000 400 1046.79 DENOTES RETAINING WALL LAYOUT UNE �fE 1� CIVIL Gf EK�� ='f ------------------------------------------------------------ �--------------------------�------------------------- PARAPET WALL ON TOP I IED° SEE DETAIL S-205 'll OF BACKWAI BRIDGE STEEL REINFORCED ELASTOMERICADD I II I I 3"0 PERFORATED CAP END BRG PAD 2"x12"x2'-O"11 PLASTIC PIPE WITH 5"0 HOLES MSE WALL SEE, *� DIF SCRRA SIDING TRACK SCRRA MAINLINE TRACK "ABUTMENT DETAIL -------- -- ------------- ----------------- NO. 2" SHEET, TYP OZ ---------------SIT------------------------- T 0"I N i/ 11 3.. II ILII 3.. U ---- -- ----------- - - - - - - - - - ------------- ----------------------- 1 1-----9'-R4" 19'-6%4" 3-5Y4" 11'-9 I-�CE INTERIOR GIRDER BRGPAD SS -205 = ROD, TYP CE SCRRA SIDING TRACK - 10 @ 3'-63'4" = 35'-7Y2 s-204 PLAN 3/8" - V-0" BRIDGE 35-204 CE EXTERIOR GIRDER BRG PAD ROD, TYP CE SCRRA MAINLINE TRACK BE OR F BRG I ABUT 1 2-#7 #7 @ 6 1L ADDED 2 EA FACE— PO STYRE #7(� O6" SAM TH KNESS \ AS BR PAD #4 @ 6, TYP- -1 GEOCOMPOSITE } 13-1 DRAIN #4 @ 6 - 0 3" CL CONST JT - #7 DOWEL o @ 6"— #5 "—#5 @ 12— YO 2-3"0 PLASTIC PIPE (SLOTTED) FILTER FABRIC DRAINAGE PAD (MINOR CONCRETE) #5 @12 TOP & BOT. L #10 @12 #6 @12 AST JT P JT WWAATERSTOP (TYP) 1 . TYP D PERFORATED ASTIC PIPE 3 CE BRC ABUT 1'-6" 1' -TI 3'-0 EXPANDED 0-1 POLYSTYRENE 13-2 6-(2-#0) 7:_0" o BUNDLES @ EA. ENDi, tfi (TOT 4) #5®12 F--7/ R=7-0" Ns @ 12" 3" CLD m #5 @ 12 2• 011' B14' 4�2' 0B 4• 4�2• 0" 10'_0" 3s -z0 TYPICAL SECTION 5-204 1/2" = 1'-0" NOTES: ABUT 1 SHOWN, ABUTMENT 5 SIMILAR BUT OPPOSITE HAND SEE APPROVED REBAR FROM CMC FONTANA SUBMITTAL -DRAIN PIPE @ 12 O 24"0 CIDH PILE, TYP " -- DIT LNUNhhN NCI: 421 �b GIOH PILE DETAIL$ SHEET e N PREPnREo FOR EcauwtExoeo 2s—za ELEVATION cm 1a HONJaRA� TER MON. OP ,aMONCA 3/8"— 1._D..504 of 144 .. R.C.E. Rnm no. .E ni R. NG S-204 TOP OF RAIL APPROACH #7 n @12" SLAB REINF. r� o F BRG I ABUT 1 2-#7 #7 @ 6 1L ADDED 2 EA FACE— PO STYRE #7(� O6" SAM TH KNESS \ AS BR PAD #4 @ 6, TYP- -1 GEOCOMPOSITE } 13-1 DRAIN #4 @ 6 - 0 3" CL CONST JT - #7 DOWEL o @ 6"— #5 "—#5 @ 12— YO 2-3"0 PLASTIC PIPE (SLOTTED) FILTER FABRIC DRAINAGE PAD (MINOR CONCRETE) #5 @12 TOP & BOT. L #10 @12 #6 @12 AST JT P JT WWAATERSTOP (TYP) 1 . TYP D PERFORATED ASTIC PIPE 3 CE BRC ABUT 1'-6" 1' -TI 3'-0 EXPANDED 0-1 POLYSTYRENE 13-2 6-(2-#0) 7:_0" o BUNDLES @ EA. ENDi, tfi (TOT 4) #5®12 F--7/ R=7-0" Ns @ 12" 3" CLD m #5 @ 12 2• 011' B14' 4�2' 0B 4• 4�2• 0" 10'_0" 3s -z0 TYPICAL SECTION 5-204 1/2" = 1'-0" NOTES: ABUT 1 SHOWN, ABUTMENT 5 SIMILAR BUT OPPOSITE HAND SEE APPROVED REBAR FROM CMC FONTANA SUBMITTAL -DRAIN PIPE @ 12 O 24"0 CIDH PILE, TYP " -- DIT LNUNhhN NCI: 421 �b GIOH PILE DETAIL$ SHEET e N PREPnREo FOR EcauwtExoeo 2s—za ELEVATION cm 1a HONJaRA� TER MON. OP ,aMONCA 3/8"— 1._D..504 of 144 .. R.C.E. Rnm no. .E ni R. NG S-204 AS BUILT CL PILE, TYP BRIDGE P, -------------------------- I A - _ �. _ �I " ;NE .� ;� - - - - - - - ; �; - - it - '` , _ ' # 6"' BRG ABUT ROUGh PILE, TYP II SURFA 1 PC 2'-0" 4 EQUAL SPACES ® 10'-9" - 43'-0" 2'-0" 47'-0 /S 20FOOTING LAYOUT 3/8" — 1'-0" OZ WW 3" POLYSTY' \_ #4� ®12-� SEE APPROVED ' PRECAST CLADDING ''0 #4 CTOT 2'-0' CE BRG ABUT A #5 @ 11 12" #5 ® 12\"l' -D„ � ,�FiL✓=E�--� ,�YF---� 25-20 SECTION 5-20 1" — 1'-0" ABUT BACK WALL PRINT CE BRG ABUT__ 9) 5" MAX OF BACKWALL RILL & BOND 1S ;GER SPACING sS-20 DETAIL iS-204 1/2" — V-0" 2'" EXPANDED POLYSTYRENE 1" EXPANSION JT FILLER TT nI /SEE DETAIL 45-216 2 / XNBRG PAD E ICKNESS 4s—zo DETAIL ABUT BACK DRILL & BOND DOWELS T 5) ,GGER SPACING #4 m o / io -I I CC 3" CLD " CLR FAS 2oDETAIL X1S-204 1/2" — 1'-0" BRG ABUT 0 -4 TOT 2'-0" PRECAST C SUBMITTAL ® 12 CONST JT ED 2—#9) OO EDLEs o0 0 sS-2o SECTION 15-204 1/2" — l'-0" 62ra5 me emy 286 s4946 sUlDe 205 625Th CA 92669-4946 PHONE (714) 750-7275 FAX: (714) 4b0-2501 REVISED PILASTER TO PRECAST CLADDING 9/17/10 CB iQ REVISED CURB WALL 9/17/10 CB DESCRIPTION OF REVISION DATE CITY OF RANCHO CUCAMONGA HAVEN AVENUE GRADE SEPARATION ABUTMENT DETAILS N0. 1 APPROVED BY: DATE 8/1,E09 CITY ENGINEER RCE: 42156 OrsmxpM^'C P LAN OFOR ecOMMcxoeO CITY OF RANCHO CUCAMONGA OxawN CR PONCHO CUC.MONC.. Ce O1730 KHEET os OF las `w.e xnmrve NO nic xO 5-205 N O BRG, TYP BRGTYP BRG, TYP 15-214 15-217 5-217 "rL , 15-215 15-218 5-218 50'-10" fE GIRDER, TYP HS ROD, TYP (E45-212 INTERMEDIATE DIAPHRAGM, TYP & SEE, ARCHITECTURAL (E HOLE FOR TRANSVERSE PRESTRESSING STRANDS, TYP e TREATMENT, TYP 1'-10" END OF 9BIRO �4�r ----------------- `_______— - - —_�`,` _______- �'i iii_ I J �_ I _------- - -------1 'i'i SPAN 2 ,.4�, i _________ __- - - _ �______ _ _ _ _ _ _________ J -- - - - _________--------------------------------- i�------ � i�- - - J CL HOLE FOR TRANSVERSE ii ___- - �______� 7Y -------- .- ii ii �----------- T - - -l- �________- - --LJ'i'iL- no ___________— JiiL--------------- ._ J --------- - - -------------L-J'i'iL- ----------------------------- ________- - - - _______----`J ill --------------------------------J 'i'i l----------- - ---__`_ J 'i'i �'i'i -- - - - - _J -------- -i'i�'IT i c c ------ - - - -J, L----------------- -i'i�'ir i'i L-------------- _j!-- -li 'ii c c - -------------J i 'ill �'� Im I Im I �i�i �'� r -l'i'lt ii ' ° ii'i L---------- - - ---------------Ji'iL----------- ii ii ' ' ii'i - - - ------------Jilin- ii ii ° - - ------------------------- J ii �i�i iii I I �i�i h' ii�i�i 1---------------- - - ---J I iii I �i�i iii ii ------------------- J ------------------- t ,. - , r ,. ,. , r ,. .. -�i L-l------- - - _- JiiL-l------------- JiiL -l------------- it r ,. .. - r .. ,. lei _l_--_______________----1 -------------------------i1-----------------L it ,. L -l--------- --- .. ----------- ------__ lJ L----------- - - - J -------- -------- X11 i�11 �L---------- - - --------------Jii�L------------------------------Jii� l -----------"�-----------i iii l BRIDGE __ ______- — -~ -J __________ r - r----------- - - - -- - 'f T 1 iii L `�----- — — — ------------L1 J ill_ - - - _--------------- - - - _J ii r 1- --------- - - - - - _ � iii iiiii - -------- it -i it . - it . -�i it . -i it . -i it ,�i it -�i it it -i 11 L________- - - - J"L--------------- it ,. ,. -i Jill it ,. .. ------------------ � -----------1-J ii it .. ,. -i ii L- -------- - - ------_______ l-J"L- it ,. .. -i it .. ,. lei i il --------- - - ------------lJiiL------------------------------l J i it ,. �__________- - .. -�i J L_- - - - - - - - - J -'i''iT----------------- L ______- - - _ J I_- L `_____________`, J 'i''ir l ,— -----------`-J �i �i Ip IW r -�i �i �i 'L----------------------------- _______- - - - ____________`J 'ir -Ii 'i� l �'�L `, ________- - - - ___________`J �'��----------------------- - _J ilii IW �i �i �l--------------- - - _ - - __�J 'i 'i IW 'ilii 'L ----------- l _ - - - i i -ii iiL----------------- J"L-------------- iI T ` -iiia Jii------------------J - ii iii r Ill- ii L---------- - - ---------------JiiL----------- Air - - ------------`Jail--------------------------------J T i i i i ill ii I I iii �__________— - ill ill 1----------- - - - - -- `l i - - - - ----J ii i i ��i �----------- ii ii L------------ - - - L` - i - - - J r -'i ----------------- ' ',r -11 ---------- IT - r -'i ',r r - r - J. 10'-2" W-0" 10'-2° 1'-11" 1'-11° 16'-8° j 15-10" 16'-8" '-11' 53'-0" 33'-1" 33'-1" 53'-0° GIRDER SPAN 1 SPAN 2 SPAN 3 CL HOLE FOR TRANSVERSE fE BENT 2 fL BENT 3 STRANDS, TYIP rr SYMM ABOUT CL BENT 3 F 1S-211 PLAN 1/4" = 1'-D" NOTES: V 1. GIRDER LAYOUT SYMMETRICAL ABOUT fE BENT 3 2. FOR CONCRETE BALUSTRADE, SEE "MISCELLANEOUS DETAILS" SHEET 3. DENOTE GIRDER DESIGNATION * OMIT PINS III BENT 4 SPAN 4' ' ns auILT N O CL EXTERIOR _ GIRDER j± 2 e I i.1 Ct INTERIOR GIRDER FRONT FACE I ABUT BACKWALL- BRG & CL VERT HIS ROD, TYP 11'-0" �rk Will HOLE FOR TRANSVERSE STRANDS,TYP CL BENT ARCHITECTURAL TREATMENT Elm L'I L� - - _- - - - - - - - �_ L� L �J m FACELONL 0 OUTSIDE J 0 .I _ ISI L - --- �_ �- ;i;l- ---------------------------- - - -- _-- i liiir hili ; Ai -- i --------- I D �- ---------------------�_ )Il;�/'-2" FILLET- -TYP -- �L ��-J;;-_�---------- - - ---J I m i m /V-10CL X0 VENT HOLE 0 BOTTOM SLAB, AS SH( 3'-0" TYP Azicill TYP T CL 2 1/2"0 HOLE FOR TRANSVERS STRANDS, TYR 15'-B" SEE, Y ACL INTERMEDIATE J 1-212l PARTIAL PLAN DIAPHRAGM 1S-211 SPA r r r 15•_6" CL INTERMEDIATE DIAPHRAGM & TOP OF CL 4"0 HOLE FOR TRANSVERSE CONCRETE BARRIER STRANDS, TYP %" GAP _ VOID, TYP_ k I I$ �2" FILLET, TYP 5-219 9)¢° STRAIGHT #5]]012 TENDONS DO 12 s'—s" 1'-o3a' 2" x V-0" x 2'-0" ELASTOMERIC BEARING PAD, TYP 5-212 5-212 5" 0 STANDARD PIPE, TYP —LIFTING LOOP (TOT 2) AT EA. END OF GIRDER, TYP LIFTING LOOP, TYP SEE "GIRDER DETAILS NO. 5" SHEET SEE 15-216 _____1_ -__- JACKING END, TYP `rnl� �nl SEE, as-z,fi ,TYP _ / I III III 012 3—#56. -® 120 r ]]ELEVATION z/ s–z1z\ ELEVATION —EXTERIOR GIRDER c5 -2z s-z1e #5 0 12 15-212 CL ERIC, TYP & CL VERT HIS ROD, TYP 2 1/2"0 HOLE FOR TRANSVERSE q SPAN TRANDS, TYP 1'-0 15'-6" 1'-1o" 6" \ CL INTERMEDIATE DIAPHRA II� I if 6 -II 0012- � FILLET, TYP 1' -ow W-4" VOID, TYR 5-219 STRAIGHT #5]] TENDONSn15 012 1' - ELEVATION — INTERIOR GIRDER 3/8" = 1'-0" LIFTING LOOP, TYP SEE "GIRDER DETAIL NO. 5" SHEET SEE 15-216 SEE "ARCHITECTURAL TREATMENT DETAILS NO. 1" SHEET FOR GIRDER SOFFIT INFORMATION SEE, 61721)1 ,TYP �12]] ® 12, TYP 1'-0", TYP I 9" FILLET 0 OUTSIDE FACE 1'-6" 1'-6" /4-212 BLOCK OUT DETAIL 1!-211 1" = 1'-0" 4"0 FORMED HOLE GIRDER WEB INTERMEDIATE DIAPHRAGM LEAGEND: ® THEORETICAL POINT OF NO MOVEMENT (PRESTRESSING DEAD END). SEE APPROVED GIRDER SUBMITTAL BY POMEROY CORP. NOTES. 1. NORTHMOST TWO GIRDERS DETAILS SHOWN FOR SPAN 1, SPAN 4 SIMILAR. yD� 2. NO CAMBER IS REQUIRED FOR GIRDERS. LE9�1 3. MOVE STIRRUP SPACINGS TO CLEAR THE HORIZONTAL DUCT OR R0.WRLEa & VERTICAL TIE—RODS WHERE NECESSARY. 4. FOR GIRDER HEIGHT, SEE "TYPICAL SECTION DETAILS NO. 1" SHEET. CITY OF RANCHO CUCAMONGA 5. CONCRETE SHALL ATTAIN A MINIMUM STRENGTH OF 3,600 psi I m i m /V-10CL X0 VENT HOLE 0 BOTTOM SLAB, AS SH( 3'-0" TYP Azicill TYP T CL 2 1/2"0 HOLE FOR TRANSVERS STRANDS, TYR 15'-B" SEE, Y ACL INTERMEDIATE J 1-212l PARTIAL PLAN DIAPHRAGM 1S-211 SPA r r r 15•_6" CL INTERMEDIATE DIAPHRAGM & TOP OF CL 4"0 HOLE FOR TRANSVERSE CONCRETE BARRIER STRANDS, TYP %" GAP _ VOID, TYP_ k I I$ �2" FILLET, TYP 5-219 9)¢° STRAIGHT #5]]012 TENDONS DO 12 s'—s" 1'-o3a' 2" x V-0" x 2'-0" ELASTOMERIC BEARING PAD, TYP 5-212 5-212 5" 0 STANDARD PIPE, TYP —LIFTING LOOP (TOT 2) AT EA. END OF GIRDER, TYP LIFTING LOOP, TYP SEE "GIRDER DETAILS NO. 5" SHEET SEE 15-216 _____1_ -__- JACKING END, TYP `rnl� �nl SEE, as-z,fi ,TYP _ / I III III 012 3—#56. -® 120 r ]]ELEVATION z/ s–z1z\ ELEVATION —EXTERIOR GIRDER c5 -2z s-z1e #5 0 12 15-212 CL ERIC, TYP & CL VERT HIS ROD, TYP 2 1/2"0 HOLE FOR TRANSVERSE q SPAN TRANDS, TYP 1'-0 15'-6" 1'-1o" 6" \ CL INTERMEDIATE DIAPHRA II� I if 6 -II 0012- � FILLET, TYP 1' -ow W-4" VOID, TYR 5-219 STRAIGHT #5]] TENDONSn15 012 1' - ELEVATION — INTERIOR GIRDER 3/8" = 1'-0" LIFTING LOOP, TYP SEE "GIRDER DETAIL NO. 5" SHEET SEE 15-216 SEE "ARCHITECTURAL TREATMENT DETAILS NO. 1" SHEET FOR GIRDER SOFFIT INFORMATION SEE, 61721)1 ,TYP �12]] ® 12, TYP 1'-0", TYP I 9" FILLET 0 OUTSIDE FACE 1'-6" 1'-6" /4-212 BLOCK OUT DETAIL 1!-211 1" = 1'-0" 4"0 FORMED HOLE GIRDER WEB INTERMEDIATE DIAPHRAGM LEAGEND: ® THEORETICAL POINT OF NO MOVEMENT (PRESTRESSING DEAD END). SEE APPROVED GIRDER SUBMITTAL BY POMEROY CORP. NOTES. 1. NORTHMOST TWO GIRDERS DETAILS SHOWN FOR SPAN 1, SPAN 4 SIMILAR. yD� 2. NO CAMBER IS REQUIRED FOR GIRDERS. LE9�1 3. MOVE STIRRUP SPACINGS TO CLEAR THE HORIZONTAL DUCT OR R0.WRLEa & VERTICAL TIE—RODS WHERE NECESSARY. 4. FOR GIRDER HEIGHT, SEE "TYPICAL SECTION DETAILS NO. 1" SHEET. CITY OF RANCHO CUCAMONGA 5. CONCRETE SHALL ATTAIN A MINIMUM STRENGTH OF 3,600 psi PRIOR TO RELEASE OF FALSEWORK. k I I$ �2" FILLET, TYP 5-219 9)¢° STRAIGHT #5]]012 TENDONS DO 12 s'—s" 1'-o3a' 2" x V-0" x 2'-0" ELASTOMERIC BEARING PAD, TYP 5-212 5-212 5" 0 STANDARD PIPE, TYP —LIFTING LOOP (TOT 2) AT EA. END OF GIRDER, TYP LIFTING LOOP, TYP SEE "GIRDER DETAILS NO. 5" SHEET SEE 15-216 _____1_ -__- JACKING END, TYP `rnl� �nl SEE, as-z,fi ,TYP _ / I III III 012 3—#56. -® 120 r ]]ELEVATION z/ s–z1z\ ELEVATION —EXTERIOR GIRDER c5 -2z s-z1e #5 0 12 15-212 CL ERIC, TYP & CL VERT HIS ROD, TYP 2 1/2"0 HOLE FOR TRANSVERSE q SPAN TRANDS, TYP 1'-0 15'-6" 1'-1o" 6" \ CL INTERMEDIATE DIAPHRA II� I if 6 -II 0012- � FILLET, TYP 1' -ow W-4" VOID, TYR 5-219 STRAIGHT #5]] TENDONSn15 012 1' - ELEVATION — INTERIOR GIRDER 3/8" = 1'-0" LIFTING LOOP, TYP SEE "GIRDER DETAIL NO. 5" SHEET SEE 15-216 SEE "ARCHITECTURAL TREATMENT DETAILS NO. 1" SHEET FOR GIRDER SOFFIT INFORMATION SEE, 61721)1 ,TYP �12]] ® 12, TYP 1'-0", TYP I 9" FILLET 0 OUTSIDE FACE 1'-6" 1'-6" /4-212 BLOCK OUT DETAIL 1!-211 1" = 1'-0" 4"0 FORMED HOLE GIRDER WEB INTERMEDIATE DIAPHRAGM LEAGEND: ® THEORETICAL POINT OF NO MOVEMENT (PRESTRESSING DEAD END). SEE APPROVED GIRDER SUBMITTAL BY POMEROY CORP. NOTES. 1. NORTHMOST TWO GIRDERS DETAILS SHOWN FOR SPAN 1, SPAN 4 SIMILAR. yD� 2. NO CAMBER IS REQUIRED FOR GIRDERS. LE9�1 3. MOVE STIRRUP SPACINGS TO CLEAR THE HORIZONTAL DUCT OR R0.WRLEa & VERTICAL TIE—RODS WHERE NECESSARY. 4. FOR GIRDER HEIGHT, SEE "TYPICAL SECTION DETAILS NO. 1" SHEET. CITY OF RANCHO CUCAMONGA 5. CONCRETE SHALL ATTAIN A MINIMUM STRENGTH OF 3,600 psi PRIOR TO RELEASE OF FALSEWORK. 6. JACKING FORCE IS 176 kips PER TENDON. 7. JACKING OF TENDONS IS PERFORMED FROM ONE END ONLY. THE TWO TENDONS SHOULD BE STRESSED SIMULTANEOUSLY awmo mcvwRw a v1m FROM THE SAME END. 8. POST—TENSIONING TENDONS DUCTS ARE GROUTED AFTER irc POST -TENS ON NG. 12 e 144 9. FOR OTHER PRESTRESSING NOTES SEE "GENERAL NOTES" SHEET. 10. POST—TENSIONING SHALL FOLLOW THE FOLLOWING PROCEDURE: RLE Ip — CAST THE GIRDERS ON ITS SIDE POSITION. — AFTER CONCRETE ATTAIN 4500 psi STRENGTH, LIFT THE GIRDERS TO 5-2112 UPRIGHT POSITION AND PLACE ON A TEMPORARY SUPPORT AT LEAST 1'-0" FROM THE END OF THE GIRDER. — ST—T ION TH IRDERS. — TRANSPORT TO THE JOB SITE IN UPRIGHT POSITION. 625 The CM1Y Dave South. Suite 200 South. Oran9a ((G 929fi (71%144)5052501275 FM:NRHO REVISED PC BOX DETAILS 9/17/10 CB REVISED LIFTING NOTE 9/17/10 CB DESCRIPTION OF REVISION DATE Em wc" CITY OF RANCHO CUCAMONGA HAVEN AVENUE GRADE SEPARATION GIRDER DETAILS NO. 1 APPROVED BY: DATE: 0/14/09 CRY ENGINEER RCE: 42156 yD� LE9�1 R/JI PIEPMfa fpt R0.WRLEa Am/sm CITY OF RANCHO CUCAMONGA cram... m"'e' awmo mcvwRw a v1m mem irc 12 e 144 $ E.LLe a®® RLE Ip mGWHC M. wrz Fl$ xo 5-2112 AS BUILT INCL BENT 2 �--CE 2"m VENT HOLE AT CL BENT 3� N 1'-10• CL INTERMEDIATE DIAPHRAGM, TYPE 52-10 BOTTOM SLAB, AS SHOWN �1. 3'-0• r-1J�•' O 1'--011 17,_6• m 15,_10„ 1S-211 3/8" - 1'-0" 17•_6„ 11'_0• � BRG, TYP I§ ROD, TYP CL ERG, TYP & CL VERT HS ROD, TYP l 1 1 1 l 1 2"FILLET,-�---------------_�F-J LIQ 1'-6" 1'-6" CL 2 1/2.0 HOLE FOR C 2Y"m HOLE FOR TRANSVERSE 2" x 1'-0" x 2'-6" CL EXTERIOR --------------------------- JAI, l-_ L-_ J 1---_-----------_---------- 1-_ I I 1'-0 Q 9• FILLET ® OUTSIDE FACE ONLY— ARCHITECTURAL TRANSVERSE STRANDS, TYP TREATMENT 1._0• LEGEND - ELASTOMERIC BEARING PAD, TYP GIRDER c 2 � I i� CE INTERIOR GIRDER �d 5-213 5-213 5" m STANDARD PIPE, TYP —LIFTING LOOP (TOT 2) AT EA. END OF GIRDER, TYP �--CE 2"m VENT HOLE AT 1'-10• CL INTERMEDIATE DIAPHRAGM, TYPE 11 I 1 BOTTOM SLAB, AS SHOWN 3'-0• r-1J�•' s-213 PARTIAL PLAN m m 1S-211 3/8" - 1'-0" LIQ 1 1 I1� 1�1 �Ir li iq � BRG, TYP I§ ROD, TYP l 1 1 1 l 1 2"FILLET,-�---------------_�F-J LIQ �CE BRG C 2Y"m HOLE FOR TRANSVERSE CL AN --------------------------- JAI, l-_ L-_ J 1---_-----------_---------- 1-_ I I 1'-0 Q GIRDER �d 5-213 5-213 5" m STANDARD PIPE, TYP —LIFTING LOOP (TOT 2) AT EA. END OF GIRDER, TYP �--CE 2"m VENT HOLE AT 1'-10• CL INTERMEDIATE DIAPHRAGM, TYPE BOTTOM SLAB, AS SHOWN 3'-0• r-1J�•' s-213 PARTIAL PLAN 1S-211 3/8" - 1'-0" BRG, TYP I§ ROD, TYP �CE BRG C 2Y"m HOLE FOR TRANSVERSE CL AN 1'-0 Q STRANDS. TYP 25'-5" 25'-5" 1._0• LEGEND - V -1 6" TOP OF r CL INTERMEDIATE DIAPHRAGM & 6•_ 1. ® THEORETICAL POINT OF NO MOVEMENT (PRESTRESSING DEAD END). CONCRETE BARRIER CL HOLE FOR TRANSVERSE STRANDS, TYP 110• `O $'a GAP N SEE, 15 VOID, TYP LIFFTING LOOP, TYP SEE"GIRDER DETAILS NO. 5" SHEET, TYP r � r - r- - NOTES:1. SEE, 15-216 III a NORHTMOST TWO GIRDERS DETAILS SHOWN FOR SPAN 2, SPAN 3 SIMILAR. 2" FILLET TYP I 2. NO CAMBER IS REQUIRED FOR GIRDERS. 3. MOVE STIRRUP SPACING TO CLEAR THE HORIZONTAL & VERTICAL _ _ J ` __ _ ________________T______________________________________'1_______ _ _ _ ___J JACKING o �„ TIE -RODS WHERE NECESSARY. „ END, TYP "TYPICAL ',P, r ',P, ___--- -------- q. FOR GIRDER HEIGHT, SEE SECTION DETAILS N0. 2" SHEET. 5. CONCRETE SHALL ATTAIN A MINIMUM STRENGTH OF 3,600 PRIOR - Go_ 2 2_ y STRAIGHT psi SEE, TO RELEASE OF FALSEWORK. M - TENDONS (TOT "- _ 6. JACKING FORCE IS kips PER TENDON. 7. JACKING OF TENDONSS IS PERFORMED FROM ONE END ONLY. n s -22O SEE "ARCHITETREATMENT 4s -21b THE TWO TENDONS SHOULD BE STRESSED SIMULTANEOUSLY O v II --- DETAILS NO. 2^ SH R _ ___J III FROM THE SAME END. III B. POST -TENSIONING TENDONS DUCTS ARE GROUTED AFTER r II ._0• GIRDER SOFFIT INFORMATI III POST -TENSIONING. _ R-7-0•#5 J E] Typ 9. FOR OTHER PRESTRESSING NOTES SEE "GENERAL NOTES" SHEET. 9 2._1" 0 12 #5 STIRRUPSBALANCED 0 12 MAX #5 0 12 2'-1" 9• 10. POST -TENSIONING SHALL FOLLOW THE FOLLOWING PROCEDURE: (TOT — s'–o^ -ori" zs-213 ELEVATION — EXTERIOR GIRDER - CAST THE GIRDERS ON IDE POSIT!O #5 #5 1 –AFTER coNCRETE ATTAIN 4500 psi, STRENGTH, LIFT THE GIRDERS TO 12._0. iS-213 3/8" = V-0" S -I s-220 ( UPRIGHT POSITION AND PLACE ON A TEMPORARY SUPPORT AT LEAST 4'-0" FROM THE END OF THE GIRDER. SEE APPROVEDcc L BRG, TYP & VERT HS ROD, TYP r BRIG- POST -TENSION THE GIRDERS. SUBMITTAL FROM POMEROY CORP. 2 1/2"0 HOLE FOR TRANSVERSE CL SPAN -TRANSPORT TO THE JOB SITE IN UPRIGHT POSITION. 1•_ STRANDS, TYP 25'-5^ 25'-5" V-0" 1'-10• VOID, TYP INTERMEDIATE DIAPHRAGM & 6" V-10° I� CL HOLE FOR TRANSVERSE STRANDS, TYP LOOP, TAP SEE "GIRDER DETAILS 525 The City Dnw South. Suite 200 SEE "GI Orange CA 92BBB-49M r l r------------------ --------- _____ _ ____________________ , .� __________________________________________________, Ii NO. 5" SHEET, TYP PHONE: (714) 750-7275 FM: (714) 450-2501 I "I SEE, 15-216 e REVISED PC BOX RETAILS -F9/17/10FCB "'fff 2" FILLET. TYP a VOID, TYP REVISED LIFTING NOTE 9/17/10 CB l!_1T__________________________________________________T�__J L__r�______ ____________________ ___ ___________- __J L__TT_____________________________ _________1_______n___J f DESCRIPTION OF REVISION DATE CITY JACKING END, TYP '1PA0YF°: CITY OF RANCHO CUCAMONGA r" SEE, m a.60 STRAIGHT as -z16 HAVEN AVENUE GRADE SEPARATION TEN TOT GIRDER DETAILS N0. 2 s-zzD HITECTURAL TREATMENT n DETAILS SHEET FOR N GIRDER SOFFIT ATION 11jj11 IIII II -0 R=7'-0• q APPROVED BY: DATE: 3/14/08 CITY ENGINEER RCE: 42156 9• 2'-1" #5 012 #5 STIRRUPS BALANCED 0 12 MAX #5 Typ 9° �v*'y o� Rex rRPwfo mx� 6)— 5'- " 1'-03/" a amism CITY OF RANCHO CUCAMONGA 0 6) '�0° mnu #5 (TOT TYP 35-213 ELEVATION — INTERIOR GIRDER #5 (TOT % ""°"°°"""°"°"`°"� 12'-0" 5-220 9-220 irc 13 a 144 "% clvl� — •,d#' o®® ncc."° awexo No. TYP °r cu wrz RE xo 5-213 � 2 1/2"0 PRESTRESSING DUCT FOR 3 — 1/2"0 STRANDS, SEE "TRANSVERSE POST—TENSIONING FILL BLOCKOUT NTH NON—SHRIN GROUT AFTER POST—TENSIONING, TYP. BEND OR ADJUST GIRDER LONGITUDINAL REINF AS REQUIRE TOP OF PRECAST i INTERMEDIATE DIAPHRAGM 1" = V-0" RANDS 4 TRANSVERSE POST -TENSIONING NOTES 1. AFTER ALL GIRDERS HAVE BEEN ERECTED, TENSION EACH STRAND SNUG TO MINIMIZE SAG (SEE "NOTE 3" BELOW). THE CONTRACTOR SHALL 7. SEALING MATERIAL SHALL BE POLY—URETHANE—ETHER TYPE, DENSITY 1.5. COVER AND PROTECT THE KEYWAYS FROM WEATHER AND DEBRIS UNTIL "" THEY ARE FILLED. 2. FILL ALL KEYWAYS AND GAP ABOVE THE SEALING MATERIAL WITH HIGH PRESTRESSING DUCT STRENGTH NON—SHRINK GROUT. THE KEYWAY SHALL BE FILLED FULL DEPTH AT THE INTERMEDIATE AND END DIAPHRAGM LOCATIONS AS SHOWN ON "TRANSVERSE PRESTRESS DETAIL". 3. AFTER THE GROUT HAS REACHED (OR ATTAINED) 4,000 PSI MINIMUM, TENSION EACH TRANSVERSE STRAND TO 31 KIPS. ONE END STRESSING omw SHALL BE PERFORMED. CONTRACTOR SHALL SUBMIT ELONGATION CALCULATIONS ,amv,vom TO THE ENGINEER FOR APPROVAL. NO TRAFFIC OR HEAVY EQUIPMENT WILL BE P PERMITTED ON THE GIRDERS UNTIL ALL STRANDS HAVE BEEN FULLY TENSIONED. 4. FILL PRESTRESSING DUCTS WITH GROUT AFTER POST—TENSIONING. 5. BALLAST & BALLAST SIDEWALK SHALL BE PLACED AFTER THE TRANSVERSE STRANDS HAVE BEEN FULLY TENSIONED. 6. THE CONTRACTOR SHALL HAVE THE OPTION OF SUBSTITUTION OF THREE —1/2" 0 TRANSVERSE POST—TENSIONING STRANDS WITH ONE HIGH STRENGTH POST—TENSIONING STEEL THREADED ROD. STEEL ROD SHALL HAVE A MINIMUM 1" DIAMETER, TENSIONED TO 89 KIPS. ALTERNATIVE DETAILS MATERIAL ARE SUBJECT TO APPROVAL OF THE ENGINEER. INTERMEDIATE DIAPHRAGM 2" FILLET, TYP__/ B PAIRS #411 01 EQ SPACEDD � #5 0 6, TYP CUT END OF BARS 2" CLEAR TO BLOCK—OUT WHERE OCCURS, TYP 25-21 SECTION SPANS 1 AND 4 25-212 A&B 7. SEALING MATERIAL SHALL BE POLY—URETHANE—ETHER TYPE, DENSITY 1.5. ""' """'"" "" 2'-0" 10" yy omw rvm P.. ,amv,vom 35-21 SECTION P mism CITY OF RANCHO CUCAMONGA �� axc cExRA omre Rwao acv,oRw a vim 144 $ EM>R ®® RLE. Ip tlGWHC wrz FlIE R] 5-214 S rL 2 1/2"0 PRESTRESSING DUCT FOR 3 — 1/2"0 STRANDS, SEE "TRANSVERSE POST—TENSIONING N GROUT AFTER POST—TENSIONING, TYP. BEND OR ADJUST GIRDER LONGITUDINAL REINF AS REQUIRED TOP OF PRECAST CL 4 O HOLE FOR zl� TRANSVERSE PRESTRESS DETAIL SPAN 2 AND 3 211 1" = 1'-0" RESSING DUCT MATERIAL as -21 KEYWAY DETAIL 1 1/2" = V-0" Y STRENGTH K GROUT INTERMEDIATE DIAPHRAGM 6 PAIRS o 2° FILLET, TYP EQ SPACED J�N 5 0 6, TYP -CUT END OF BARS 2" CLEAR TO BLOCK-OUT WHERE OCCURS, TYP zs—z1 SECTION 2S-213/ 1" = 1,-0" as—z1 SECTION CRY"ENGINEER RCE:. 42158 1$-215 1" = 1 —0" amism CIN OF RANCHO CUCAMONGA NOTE: SEE NOTES ON "GIRDER DETAILS NO. 3" SHEET imm axc cExRn omre awao acvwvw a vim �� c v 15 a 144 `8pY b EM> o®® xcc n auwxc wrz Fl� xo S 5-215 c DEPRESS GIRDER ENDS FOR EXP JT R 6_-i DETAIL 2-212 1"=1'_O" 5-213 OL GIRDER LIFTING LOOP, TYP � INTERIOR GIRDER, TYP 7 1L GIRDER LIFTING LOOP, TYP � EXTERIOR GIRDER, TYP V-3" p_9.. RECESS AROUND LIFTING LOOP, 11 it O1 11111111111111 � w 8-#5C= 08 TIE TOGETHER `MRE, WITH TYPc5 wo o _ z v_ ow w m F N BOX GIRDER II II w II II a _I SEE NOTE 1T N TOTAL HEIGHT OF GIRDER 8-#5 08 3'-4" m FOR BENTS, SEE "BENT DETAILS NO. 1 & 2" SHEETS BRG NOTES: 1. FABRICATOR SHALL BE RESPONSIBLE FOR DEVELOPING LIFTING LOOP AND ANCHORAGE DETAIL TO PROVIDE SAFETY FACTOR OF 4 ON LIFTING WEIGHT. DETAILS SHALL BE PROOF -TESTED WITH TEST RESULTS KEPT ON FILE BY THE FABRICATOR AND AVAILABLE FOR INSPECTION BY THE ENGINEER. 2. ALL PRECAST MEMBERS SHALL BE SET IN THE PROPER LOCATION USING CARE NOT TO DAMAGE CONCRETE MEMBERS AFTER MEMBERS ARE SET, BURN OFF LIFTING LOOPS 3/4" BELOW THE TOP SURFACE OF THE GIRDERS AND PATCH THE RESULTING HOLES OR RECESSES WITH EPDXY MORTAR. 3. SEE NOTE D-3 ON "GENERAL NOTES" SHEET. 1-"0 THREADED GALVANIZED HIGH STRENGTH ROD ® EACH GIRDER (A 722, OR 150) 5'0 GALVANIZED STANDARD PIPE ELASTOMERIC BEARING PAD 5'0 GALVANIZED STANDARD PIPE 1/4!'FE (6" DIA.) SPIRALS ® 3 ABUTMENTS zs-z1 INTERIOR GIRDER LIFTING LOOP DETAIL 3s-21 EXTERIOR GIRDER LIFTING LOOP DETAIL 4s-21 DETAIL APPROVED W. pAM: 8/14/08 CITY ENGINEER RCE: 42156 1" = 11-0" 5-20 1" = 11-0" yy p°� omw ruin P�xmvao mx wm . P' A.Mm CITY OF RANCHO CUCAMONGA 1mm ax cTxRn oRrt Rwao acvwvw a v1m 16 a 144 �� c v `8pT o®® xcc n auwxc S b EM> wrz Fl� xo 5-216 ARCHITECTURAL TREATMENT, SEE "ARCHITECTURAL TREATMENT DETAILS NO. 2" SHEET FOR DETAILS _ 1'-0" _ EXTERIOR GIRDER #5 (TOT 7) 2" iJ¢" CLR ml TYP#5 (TOT 4) #s (TOT 7) v 2 2" FILLET, TYP CONT, f8 #4 T ® 12 CE TENDONS IIIf Il #5 (TOT 4)- #4 1® #5 (TOT 2' -4 - KEYWAY, TYP SEE, O 5-215 NOTE: LQ] #5®12 #5 STIRRUP SEE "GIRDER 2" FILLET, DETAILS NO. 2" TYP SHEET FOR 1 SPACINGS #5 CONT, 1$" CLR #5 (TOT TOT 8 r6" 1J¢" TYP o 1)¢". TYP #4 X012 amism NO. LS SHEET FOR CL TENDONS N rn p w w II 1 J LI I z rc ¢ #5 (TOT 4) 4FORELOCATIONS DETAIL T 4) • BEND OR CUT AS NECESSARY TO AVOID TENDON ANCHOR.M21 c i v i c #5 LONGINDINAL OF TENDONS REINFORCEMENT SEE 8-22 `8pT b EM> 17 -0.6"0 P/S xcc n STRANDS STRAIGHT #4 rte® 12 TENDON (TOT 2 TENDONS) wrz Fl� xo #5 (TOT t#5 (TOT 4) F)FIBEND TO T GIRDER SOFFIT EXTERIOR GIRDER s—zza SECTION SPANS 2 AND 3 INTERIOR GIRDER I 3--6- (TOT 4) -KEYWAY, TYP SEE, 45-215 f5 D STIRRUP SEE "GIRDER DETAILS NO. 2" SHEET FOR SPACINGS FOR LOCATIONS OF TENDONS SEEry 22G N F (TOT 4) 17 -0.6"0 P/S STRAIGHT TENDONSw (TOT 2 TENDONS) It INTERIOR GIRDER s—zzo SECTION SPANS 2 AND 3 35-213 1" = 1'-0" 3. -6 NOTE: q INTERIOR GIRDER ARCHITECTURAL TREATMENT, SEE, -2188 FOR DETAILS OF LONGITUDINAL REINFORCEMENT. SEE "ARCHITECTURAL RCE: iamriRom 1$" CLR #5 (TOT 8) TREATMENT DETAILS TYP amism NO. LS SHEET FOR EXTERIOR GIRDER E, sszee .. cTxRn ERrt m DETAIL -------- • BEND OR CUT AS NECESSARY TO AVOID TENDON ANCHOR.M21 c i v i c c' 144 `8pT b EM> o®® xcc n auwxc wi wrz Fl� xo 5-2208 TYP J#5,012KEYWAY, SEE, 1J¢" CLR TYP #5 (TOT 8) LJ o #5 STIRRUP SEE "GIRDER 2' fi" iO DETAILS NO. P' 'o #5 r 012 iio SHEET FOR SPACING iv KEYWAY, TYP 1y2", TYP 6", TYP SEE, 48-215 N w_ I rc > LEJ 2" FILLET, TYP 0 ONT, To �OTCI #5 STIRRUP o o SEE "GIRDER DETAILS NO. 1" SHEET FOR lam 2'_4. SPACING #q ® 12 8" w 4 -0.6"0 P/S 3)¢" #5 LONGITUDINAL STRANDS STRAIGHT > 2" FILLET,_ REINFORCEMENT TENDON (TOT 2) w 2" TYP 1 ¢ #4 ®12 > 1 #4�O 12 t#5(TOT'4j)�- #5 (TOT 8) BEN 7O FIT GIRDER #5 (TOT 4) - - - mOFFIT ZIA #5 LONGITUDINAL 6" V-3" V-3" 6- 0 199 1•_g•• 1•_g^ �® 12 STRANDS TENDON TEND N T 2 1 #5 (TOT 4) FT GIRDEROT 8)SOFFITTO INTERIOR GIRDER s—zzo SECTION SPANS 1 AND 4 -.. -. - .. 35-212 1„ = 1--o- ,_0" 3'-6 EXTERIOR GIRDER s -22o SECTION SPANS 1 AND 4 z5-212 1" = 1'-0" NOTE: MPRGVEG e . GNTE: oflwuo SEE, -2188 FOR DETAILS OF LONGITUDINAL REINFORCEMENT. CITY ENGINEER RCE: iamriRom 42156 . 1R3Mf0. omw Q1 REVISE #4 LONGITUDINAL REBAR TO #5 amism CIN OF RANCHO CUCAMONGA E, sszee .. cTxRn ERrt m • BEND OR CUT AS NECESSARY TO AVOID TENDON ANCHOR.M21 c i v i c c' 144 `8pT b EM> o®® xcc n auwxc wi wrz Fl� xo 5-2208 3 CUT OFF I PILE CL CIDH PILE 2 CIDH PILE 0410 #10) o Y¢ �BU ES \ -p6 A 5 3s-zz SECTION SCALE: W = 1'-0" A 0mI CIDH PILE 0—# 10 3" CLRHOO P ®0 5 as—zz SECTION SCALE: W. = 1'-0" CJP SAME SIZE, SPACING AND MATERIAL AS SPIRAL SHOWN ON PLANS. NOTE: INDIVIDUAL HOOPS, MADE CONTINUOUS WITH 100% PENETRATION WELDS, MAY BE SUBSTITUTED FOR SPIRALS. BUTT WELDED CONTINUOUS HOOP DETAILS NO SCALE CUT OFF El PILE CL CIDH PILE JPS 0 4 0 BUNDLES iI N C 5S-22SECTION SCALE:" = 1'-0" Q, CIDH PILE 0 JDLES _I In D5 1s-zz 36" CIDH PILE ® BENTS 2, 3 & 4 1 HOOP ® 5 fis—zz SECTION - SCALE: W. = 1'-0" 0 JDLES _I In D5 1s-zz 36" CIDH PILE ® BENTS 2, 3 & 4 2LL CIDH PILE ® ABUTS&5CINOF CRY ENGINEER RCE: 421b6 2,S4 SCALE:" = 1'-0" CALE:" = 1'-0" RANCHO CUCAMONGA �� aFlc maim omre Rwao acvwvw a v1m j� CIVIL 22 a 144 b EM> N®® prc N] wrz Fl� xo NyMRES 5-221 ARCHUERRA JOB No. 0217 SHEET III OF .144 DEVELOPER/OWNER CITY OF RANCHO CUCAMONGA LANDSCAPE ARCHITECTURAL PLANS COMMUNITY DEVELOPMENT DEPARTMENT ENGINEERING DIVISION HAVEN AVENUE GRADE SEPARATIONASSISTANT CONTACT: CURT BILLINGS ENGINEER STATION 36+15'1TO STATION 52+34 LANDSCAPE MAINTENANCE DISTRICT IVO. 1 VICINITY MAP GENERAL NOTES SHEET INDEX PROJECT SITE RO WITH THE 12, I. RIESE NOTESSHALLBEUSED INANCIES COAL LBB BROUGHT PLANSAND ANY DISCREPANCIES HCITTHE CONCRETE HEADERS SHALL BE PROVIDED AS CALLED OUT ON ME PLANS, L-1 TITLE SHEET E ATTENTION OFTHE LANOSCAPEAHCHITECTAND THE CITY. THE la AN ENCROACHMENT TREES SHIM.- BE INSTALLED PER THE PUBLICLYMAINTAINEDCRITERIA: L-Z CONSTRUCTION PLAN rz. CITYEN (NEER TO IT SHALLOMMEN INGANYNEO FROM THE LINENGINEERPRIOHTOCOMED FOLLOWING GHnERIA: ? Il a. ALLCITY DARDS PLANT IN ACCORDANCE WITHCIN5iAN0ARO PLANS. �] L-J CONSTRUCTION PLAN ' Rod, B. ;a�LL ACCORDING TOC ORMEDACCOfl01NGTOIONS - ,+ AND MHALLSE STANWORK FOR PUBLIC ORKSCANTRUCTIANOA94EDITRD RANDIONSFOq I5. PUBLIC WORKS CONSTRUCTION, 1994 EOITONAN01995 AMENDPRIOR MENTS THE OF ANY ANALYSIENR PARE BE AND CAt3£O T ,1 L-4 CONSTRUCTION DETAILS • y_ (� I A / - /1 SVPPIEMENi, 4. THISSHAILL ALLBE LICENSED ANALYSIS. PREPARED BT501LANO PLANT LABORATORY.INC SOIL INC AVAILABLE FROM THE CIN. G ' g3 3 'b E RYWOSTALLED EUTCYA ENSATIO,PUBiACTOR RRYWORNDAMA COMPENSATION, PUBLIC I6. WHOILITYA ALL PUBLIC TREES ARESUBJECT TO INSPECTION AND LL IRRIGATION PLAN KI,WIT %I pbrl D WLAWANDTHESPECFGATIAGEINSURANCE AS REQUIRED ACCEPTANCE BYTHE ENGINEERING DIVISION. -y'°— T+ BYLAW ANDTHE SPECIFICATIONS. L$ IRRIGATION PLAN / L .:1 HrRe a'_'}• ' - p m `ham/1 5. CHECK FOR"CAVAIO E%ISTIN NTIFYPERCATIONSPRII]RTO V. UNDERGROUWORKNOTIFYATTINENrImL2600TWO PRIOR PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: L-7 IRRIGATION DETAILS � � WORKING DAYS T CONST UCTIg271@6W TW0 p. DAYS PRIOR TOCONSTRUCTION. JAMES FRET VALLEY MUNICIPAL WATER 01ST. (01BI954]911 JAMES FflEI Q I I R o' :' - r omrrA f y muKn y 1 6. THE SOILS ANALYSIS PREPARED BY SOIL AND PLANT B. GENERALMLEPHONE INS) 4wSESS o L-8 TREEAND VINE PLANTING PLAN • mra �(�q O a _ LABORATORY, INC. AVAILABLE FROM ME CRY AND ALL m I> iCH • RECOMMENDATIONS MMFROM SHALL SUPERSEDE 0115 C AMENDMENT RECOMMENDATIONS SHOWN ONTME PLANS, SOUTHERN CALIFORNIA GPS COMPANY (BCOI92T-2Tp (� L-J TREE AND VINE PLANTING PLAN aNa a I ` C CAMONGCRUISE IEVIAZNG D i. PERIOD SHAM COMMERCE, ANDD PN WRITIMN VERIFICATION 9341 SAN BERN00MY WA flDIS RIOT BD 196]- 91 RANCHNUCAMONGA. CAO PONCHO LUCAMONGA, CA 91]SO L-1O SHRUB PLAN PLAN i6M 3HI - Sr bin X13 f y•: FROM MTSHASPECTOR THAT ESTABLISHMENT CCOMPLIINSPECTORTHAT 180 DAYISHMENTIS ACCOMPLISHED,SAID E AAINTENNCE METROPOLITAN WATER DISTRICT (B�I59394]4 - It � PERIOI000FI CONCLUDE ONLY AFTER MAIMENANCEPERIODSHALLCONCWOEONLTAFFEq L-16 1 SHRUB PLANTING PLAN 14 M- VERIFICATION OF OVERALL PLANT HEALTH BY THE CRY F. COMCAST AND 3SE4]3B a qLa I z ga 5 Cy s INSPECTOR.MAINTENANCE bNAVG WEEDING. IRRIGATIO,RAISING THEE ROOT O PWORPON OF REGHIL y L-12 PLANTING DETAILS}n 'fH n.I [ e w•,na pya, Ii E MILIASETTLE BELOW WENT FEgTLQINO, AND APPLYING SUCH SPRATS AS ARE NECESSARY FOR PROPER CARE AND ARIO. CA 91]62 �_n1m1 �'1r4 pT Go W�. UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS. O. REPUCEMENT. CLEANING, AND ADJUSTING NECESSARY TO SOUTHERN CALEDONIA EDISON COMPANY (SWI r35<555 1951 REDWOOD AVE p KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH FONTANA. CA 92336. 6PROPER < ST COVERAGE. REQUIRED PRIOR TO FINALACCEPTANCE OFTHEWORKSYTHECRY. '`I > ` � I • .' B. APPLICATION OF ANY CHEMICALS SHALLBE SYSTATE LICENSED .� I I KE-an� ONTARIO C �' PERSONNEL ALLPESTICIDE APPLICATIONS REOWREA SOA RECOMMENDATION. I~ �'v' ® 9. CRUSHES EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER pg 1 �1 j y/Jy(T` $ 4V ]fi00.9eL525. t'ID �} ?_ Er I o. THECONTRACTORSHALLRELOCATE 6 SIXE%ISTINGCANARY V 14 5 19 ISUNDPALLf IMESWUHINTHELIMTI�OFTHEPCCME01AN �Tv/ N.T.S. REMOVALS. THE TREES SHALL BE TRANSPUNTED TO LANDSCAPED MEDIAN SUES NORTH ON HAVEN AVENUE AS p m1dSIP.nJemm—H \P' .. _ SHOWN IN THE TABLE BELOW. EACH PROPOSED SHE IS MARKED WITH A SHE #M1 THE MEDIANCURB. WHICH 13 NEXTTO WHERE W E PALM TREE SHALL BE SEPUMIEO. SHE CONTRACTOR SHALL CONFIRM IN WE FIELD, WITH THE CRY'S INSPECTOR. THE PRECISE LOCATION FOR EACHREE REf PPOPOSEDIIOCA o0N 3T MAINTENANCE RESPONSIBILITY MAP CONSULTANTS nor 52 Damon FwNID BIW and Town Curler Dr. - fG Between Town Centel Oc and Chum Be. 69 Sonmen CheBUT SI. and! Creek La:fda 51 'Bem^ETOaa�cr'"RDr.s ce�TIMON.ndgasoline Rd. LANDSCAPE CIVIL ENGINEER 11. TREES NEXT TO AND OUTSIDE THE LIMITS OF REMOVALS SHALL BE PROTECTED IN PUCE. ARCHITECTURE SITE PLANNING URS 2020 EAST FIRST STREET, SUITE 400 LANDSCAPE QUANTITIES LANDSCAPE NOTES 10221-A Trademark Street SANTA ANA, CA 92705 Rancho Cucamonga CA 91730 PHONE (714) 835-6886 SNEET3:L-3,L-S, LB,b I-10 SHEETS:L3,LRl.L$dL-IfI. HAVEN AVENUE DTV. SIZE WILLOE NO ROCKS LANGERWAN I'ALLOWEOWTHE BACKFILL FCR PLANTEANDIRRICALONSYSTE]Al11ENCHING. (909) 4134-2800 Fax (9091484-2802 CONTACT: SHANNON WILLITS TREES PM1MIIh tlaCNilerd 18 NBOB (BROWN TRUCK FOOT) 2, TRAFFIC CONTROL SHALLBEINACCORDANCE %I ME WORK AREA PROTECTION AND TRAFFIC COHIRCL LIBERAL BYTHE CALIFORNIA JOINT I' I I I MalloTia grandlBom'Malef N< Beauty' 85 Sir BOX GUILTY TRAFFIC CONTROL COMMITTEE. Richard Krumwietle - r _ - _ *_, --- � - Magnolia gnndifflorra populous <Bed IY' 67 N. BOX BracM1Ychlton populous lef 90 24.80%SUBSTRUCTURESNV ESN F'RREROIAVAILABLEECORDS. ME CSOTRAAmHALL BE RESPONSIBLE PROTECTED IC.N2B34 LIC,k2911$ CIM.#445 • p .. .I. L • PlalioY9Rp0ofd $i NBC% IE SHOWN WI iE ANY DAMAGE NL61ESULOF T F PE ER1BL FOR NIV DAl1AGEA5ARESVLTOFTIECONS J•I_ f CONSTECT RUCTION VCOOXOPERATIONS. TOTAL AREA 19],35350. FL 4 EPUILIC WORIXROFMI9PPASS "2MSEXEM75.MOt ALL COMAC ME PUBLIC WORKS SECTION AT PASS 4]] 2]90 EM W]S MIXT OAP R A TWO WORAS THURSDAY, O TSE MIISPAM T,OECPR TOTHEMLCOIICTION A O _ _ _ _ _ _ _ ---.----''-- ,' TOTAL ACRES 4.47 ACRES oPERAnays. DURING MECCNSIRVCTTCN OPERATIONS EUWANDA AVENUE AND USE LINE O��A At. tV� ...'A - TOTAL REIAROANTCONCRETE PAVING 6o8]SO.". TOTAL COBBLE PAVING SO. R. ROADMAYSEREOI]CEDTOIXIEI2'MINIMUMLANEFORTHENORWBMNO LETWBNDAI AND EAST BOUND IBnSE VNEbMA c. BUT FCR ALL NOR .1 59,9W 9.ATRAFROUNESSHMELBE WORKINGTTII MEEEVENDLOSANOWEEKENLL TOTAL CONCRETE HEADER 5,212 L.F. TOTAL SO. FT PROPOSED SIDEWALK 18,818 SO. BE OPEN TO TRAFFIC /Y DESCRIPTION OF REVISION TOTAL SO.FT.HARDSCAPE AREA 67,471 SO. W. (45%) 6. ME CONTRACTOR SHALLFAMILIATUEHIMSELFIMM ALL UNDERGROUND UTILITIES, PIPES ANO STRUCTURES, AND SHALL TAKE S0.E RESPONSIBILITY MC1 DATE APPROVED CITY of RANCHO CUCAM0NGA TOTAL PLANTED AREA Io5,882S0. FT. (55X) FORTE REPERGROUNDUMENLATNO AN COST TOME FOO MY EMERGE OS SAID UNGERGROGNDVEMENT. PIPES AND TOMEUES. II•"%1 ]: CONTRACTOR SHALL VERIFY ALL CONDMONS ANC DIMENSIONS SHOWN ON cPURSALn1E 511E PRIOR TOCWAMExCEMENTOF WLWKALLDIS- REPAECESSHALLBEREPORTEDFORSPECTRAIMME LATELYTOMECRY. M1 Ennre MDATTIEnklEOFt ESOBMmALOFTHEBISDERSPRa O O HAVENAVENUE p P RIME LOmMmORSRE REWIRED Y MYMNDALLLIXEME SENSES. INPEWBEEWMKANOALL LICENSES,INFORM AND CUSS 1�. _ FROM.;36+15 TO 52+84 YMD RFORMADU ONE CONTRACT.INLUDNIYµOALL OFrHE TORKTOB E'LICENMEOUNDER THBeoe ART NOT D1ORC TO CLASS 'A' uca1xsE ✓' E.., HAVEN A/ENUE`'®F7ADkSEPARATION EONOINIEAINGC I;OPLE CT • UN�SCANTOLONTTPALTOTB FTIPCIEMiO OVER ELITIE MEPFOFESIOOF SCOE.SECTIREACTOF9 UCEOUND RMUESANDREG9I1 u ETE01 AVOnIRESAxOaECIMr. . TITLES SHEET TMs nRWPTEO PUMITANT THERITETEO 9 ALLWCRKWEHINIHESTASERIGMOFWAYSHALLSEWMPLESEOIN AicORDANCEWITHmEcxRENr3TAT= OFCAPPORNIA DEPARTMENTOF - APPROVED BY: . ] - DATE: 8-11-88 T NiPLUCTATTIONSPECRCATONES. SHOULD A CpiNCT ARISE BETWEEN THE CONTRACT S. SPECIFICATIONS ARMS DETAU PREPARED BY ME P05Cq PF �' s TW/BOO CITY ENGINEE - "' "" RCE Nq,82lSo PROMPTER. ME E STATES STANDARD SPECIRCATON$SHALL GOVERN AS D DOME STATES REPRESENTATIVE 90 ML. DESIGN 10. CONTRACTOR TO W3RDnuTEW!" HE CITY OF AMONG CUCMIGIGA PRIOR TO CCWORUCTOH TAGGING OF ENUNG ITERS WITHIN WE LImW1 RUNS OF VIM W �� u GPD igR LANDSCAPEGHITERRA DESIGN GROUP ( UNDSSIM; ARCNRECNRE - SHOWISOTUTUI NGTREFSPPIMSM4YBE3d1VAGEO FOR TRANDRABINCMROCAnuc SEE LOS 10 MOVE GHEAAL NOTES]. 1 '• ¢ UMNSNNING 1W21 cNURcxsTREET.STE. 10fi RANCHOCUCAMONGA CA 9130 DRANN nDRA�G -0=.Ydlt '�Y--Ini GPD (9GSI4B0.26LU FAX: 19391404.2802 N.T.S. - ,P ` A9JFOF CHECKED CPLTF JRC DATE 3-4-OS' RLA NO. 2834 ARCHUERRA JOB No. 0217 SHEET III OF .144 ROW —�`_ _________-______-____ _____________ HAVEN AVE. 5 LIMIT OF WORK - - L -PA _ _ - _ pN_ LIMITOFWORK HAVEN AVE. NOTE: EXISTING MEDIAN ISLAND BOULDER NOTE: CONTRACTOR TO USE EXISTING BOULDERS ON MEDIAN PROVIDED IT CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING DISTURBED MEDIAN MATCHES THE CRITERIA OF PROPOSED BOULDER TYPE AND COLOR. LANDSCAPE AND LIGHTING IN KIND, TO ORIGINAL CITY APPROVED EXISTING BOULDERS TO BE USED AND LOCATION SUBJECT TO CITY CONSTRUCTION DRAWINGS, SEE DETAILS D,E, AND K SHEET L 4. INSPECTOR'S APPROVAL. FLOW CO r °I A 2 A; — 0 v w Fr! LL Lw LUA OJ 0 L 4�ZL�•- —I® . -r w DD aM1�-. c C2 Qd w ®W w w — Lu Ip•pw w U) . J;, Lu z_ J U L C I ROW -____-____-_ -_____ _ _ ______-_______ __ 1 -- - - ____--------_--� -_ __.. I _ 12 — 6- HAVEN AVE. LIMITOFWORK . 15 P e ST. 43,M 15 2 3 m • - 4 �' LIMIT OF WORK 0 -� PA �T� a � ''-01 - LI�IJ�IBT OF ORK HAVEN AVE.-_- WALKWAY LAYOUT NOTE: CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 4]] 2740. A DRIVE 'B' O� e A ` •bJ1 0A j w wA OA M QA LU wA D) LU' z e. = PA` I- Q 0 a aOH /IQ– ®U) U Q LIMIT OF WORK PA -0 LIMIT OF WORK Underground Service Alert Call: TOLL FREE 1-800 422-4133' TWO WORKING DAYS BEFORE YOU DIG PA PA mw_�-_ ROW_ PA p B W. mv HAVEN GAVE. m•..=..0FS..•.e•,e�' PA LIMIT OF WORK n HAVEN AVE. T V UNLESS OTHERWISE NOTED �E CONTRACTORS SAFETY NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE, WARNING CONES, BARRICADES, SECURITY PERSONAL, ETC., AS REQUIRED. iL A —^ LL Ar w LL Lw >J OJ 0 L 4�ZL�•- —I® . -r w DD aM1�-. c ES POCKS EST I-3 w ®W _ w n �W Ip•pw w 1-® Z J;, -I - A A Ar LL Lw A� L 4�ZL�•- A0 aM1�-. c ES POCKS EST I-3 [Q ®W _ n �W Z_ J;, C-4 0 , UIE SOULDARY EDGE LIMIT OF •' CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANDIOR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURINGDESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. CONTR. MAY ALSO REFER TO PLANS PREPARED BY JIM INC. FOR ADDITIONAL SLEEVE LOCATION INFORMATION. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. ]. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 8. ALL CURVILINEAR WALKS.CURBS. HEADER WANDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED DIMENSIONS, THE DESIGN DIMENSION SHALL TAKE PRECEDENCE, 10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. 11. FOR CONCRETE INFORMATION. REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK: EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4,201. 303, AND 40D, AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR, AND CLEAN UP. CONSTRUCTION LEGEND 9O CITY SIDEWALK(CITY STANDARD NO. 1038114). REFER TO ROADWAY LAYOUT PLANS. ® O2 COBBLE PAVING (CITY STANDARD DETAIL NO. 542), SEE DETAILS C, D b E, SHEET L4. DETAILF CONCRETE HEADER PER DETAILS 3 & D (CITY STANDARD 4DLANDSCA E BOULDER AVAILALBLE FROM LOCAL ROCK QUARRY APPRO EO B4 THIS CITY. DETAILS SHEET L4. ((CITY STANDARD DETAIL NO. 5,12). PER DETAILS C b G, SHEET L-4. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT SCHEDULE BELOW INaCATES MINIMUM BOULDER LENGTH. A. 48• D 36' 1 1 C 24• Q 16• BOULDER GROUPING CALLOIR , O6 RETAINING WALL REFER TO CIVIL ENGINEERS STREET IMPROVEMENT PLANS. OO SEE THICK X 18' WIDE SHASTANT FINISH (ROUGH EXPOSED AGGREGATE) CONCRETE MAINTENANCE BAND, DETA. O] BUS BAY PER CIVIL ENGINEERS PLANS. OB ACCESSIBILITY RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. O9 DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PIANS 10 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 11 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS 12 EXISTING STREET LIGHT PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. 13 FIRE HYDRANT PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. RAILROAD CROSSING BRIDGE PER CIVIL ENGINEER'S STREET IMPROVEMENT PIANS. 14 15 EXISTING CITY SIDEWALK, PROTECT IN PLACE.DRAIN�@ 18 K. PROVIDE 4GE PCUSS31ATCH 5IDR IN24- AGE PIPE EXTENSION FROM CATCIi BASIN PTTI TO DRAIINAGRATE E BASIN WITHIN Ir PVC SLEEVE AS SHOWN. 1] LOCALLY DEPRESS COBBLE PAVING TO PROVIDE POSITIVE DRAINAGE WITHIN MEDIAN FROM PLANTER TO PLANTER. (SEE COBBLE LAYOUT ENLARGEMENT, SHEET L-3) �a�oAo AS ENT PLAN CROSS REFERENCES A FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET L-4 LIMIT OF WORK A FOR SPECIFICATIONS, SEE BOOK SPECIFICATION PACKAGE FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 �M FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 &L-10 L r r L `I_ Lu — pA W SHEET KEY MAP oW N. 9. W1 \ n.:. ,.-.: .0 0:a' Ar DESCRIPTION OF REVISION O-3 •Q DATE APPROVED 14 CITY of RANCHO CUCAMONGA .v � HAVENAVENUE, - iD FROM 36#15 TO 52+84 PA RD)] � HAVENAVENUEGRADESEPARATION err r�.. ��, "`� CONSTRUCTION PLAN IA APPROVED BY: i A DATE: 6-14pS PA I / ! CITY ENGINEER RCE NG.4z15C a DESIGN 'RCHITERRAD LGN GROUPED GPD LANDSCAPE ARCHITECTURE - SDEPLANNING DRAWN1022,.A TRADEIMRK STREET S ET l4 BANCHOCUC%ONGA CA 91710 I _/1 A GPD (90980.2800 FAX: 00)404 2802 L G 3 RLA NO. 2832 TERMWATEAT BRIDGE PIER SCALE: i"=30' CHECKED DRAWING NO. JRC DATE 3-4-05 FILE No. 2220 SHEET uO OF, 144, L 4�ZL�•- =:v..-.fi�+'gg aM1�-. c _ AYiM-lFfl,�Sa•Ie•I`a��4'_li�%1�" moi= �i){L`L��:i:Pl•_ — - lav-�x.a: i� C-4 0 , UIE SOULDARY EDGE LIMIT OF •' CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANDIOR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURINGDESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. CONTR. MAY ALSO REFER TO PLANS PREPARED BY JIM INC. FOR ADDITIONAL SLEEVE LOCATION INFORMATION. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. ]. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 8. ALL CURVILINEAR WALKS.CURBS. HEADER WANDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED DIMENSIONS, THE DESIGN DIMENSION SHALL TAKE PRECEDENCE, 10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. 11. FOR CONCRETE INFORMATION. REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK: EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4,201. 303, AND 40D, AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR, AND CLEAN UP. CONSTRUCTION LEGEND 9O CITY SIDEWALK(CITY STANDARD NO. 1038114). REFER TO ROADWAY LAYOUT PLANS. ® O2 COBBLE PAVING (CITY STANDARD DETAIL NO. 542), SEE DETAILS C, D b E, SHEET L4. DETAILF CONCRETE HEADER PER DETAILS 3 & D (CITY STANDARD 4DLANDSCA E BOULDER AVAILALBLE FROM LOCAL ROCK QUARRY APPRO EO B4 THIS CITY. DETAILS SHEET L4. ((CITY STANDARD DETAIL NO. 5,12). PER DETAILS C b G, SHEET L-4. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT SCHEDULE BELOW INaCATES MINIMUM BOULDER LENGTH. A. 48• D 36' 1 1 C 24• Q 16• BOULDER GROUPING CALLOIR , O6 RETAINING WALL REFER TO CIVIL ENGINEERS STREET IMPROVEMENT PLANS. OO SEE THICK X 18' WIDE SHASTANT FINISH (ROUGH EXPOSED AGGREGATE) CONCRETE MAINTENANCE BAND, DETA. O] BUS BAY PER CIVIL ENGINEERS PLANS. OB ACCESSIBILITY RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. O9 DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PIANS 10 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 11 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS 12 EXISTING STREET LIGHT PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. 13 FIRE HYDRANT PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. RAILROAD CROSSING BRIDGE PER CIVIL ENGINEER'S STREET IMPROVEMENT PIANS. 14 15 EXISTING CITY SIDEWALK, PROTECT IN PLACE.DRAIN�@ 18 K. PROVIDE 4GE PCUSS31ATCH 5IDR IN24- AGE PIPE EXTENSION FROM CATCIi BASIN PTTI TO DRAIINAGRATE E BASIN WITHIN Ir PVC SLEEVE AS SHOWN. 1] LOCALLY DEPRESS COBBLE PAVING TO PROVIDE POSITIVE DRAINAGE WITHIN MEDIAN FROM PLANTER TO PLANTER. (SEE COBBLE LAYOUT ENLARGEMENT, SHEET L-3) �a�oAo AS ENT PLAN CROSS REFERENCES A FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET L-4 LIMIT OF WORK A FOR SPECIFICATIONS, SEE BOOK SPECIFICATION PACKAGE FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 �M FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 &L-10 L r r L `I_ Lu — pA W SHEET KEY MAP oW N. 9. W1 \ n.:. ,.-.: .0 0:a' Ar DESCRIPTION OF REVISION O-3 •Q DATE APPROVED 14 CITY of RANCHO CUCAMONGA .v � HAVENAVENUE, - iD FROM 36#15 TO 52+84 PA RD)] � HAVENAVENUEGRADESEPARATION err r�.. ��, "`� CONSTRUCTION PLAN IA APPROVED BY: i A DATE: 6-14pS PA I / ! CITY ENGINEER RCE NG.4z15C a DESIGN 'RCHITERRAD LGN GROUPED GPD LANDSCAPE ARCHITECTURE - SDEPLANNING DRAWN1022,.A TRADEIMRK STREET S ET l4 BANCHOCUC%ONGA CA 91710 I _/1 A GPD (90980.2800 FAX: 00)404 2802 L G 3 RLA NO. 2832 TERMWATEAT BRIDGE PIER SCALE: i"=30' CHECKED DRAWING NO. JRC DATE 3-4-05 FILE No. 2220 SHEET uO OF, 144, �—a W w� mall U)m wl w. �A Q Qa TERM I BATH AT URIWE P I ER LIMIT OF WORK PA Y �AS`.e...y A PA- J r\• PA I JIL-OMINAGEPIPES HAVEN AVE. = v I ..... ...... Ua CONTRACTORS SAFETY NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND c -i TYPICAL MEDIAN PLANTER POCKET/COBBLE LAYOUT ENLARGEMENT SCALE: i"=20' THAT UNKNOWN OBSTRUCTIONS ANGOR GRADE DIFFERENCES EXIST THAT MAY D Q CONSTRUCTION k �a APPROVED BY: �/- ],;;.:. DATE: 8-1408 ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO CITY ENGINEER tf RCE NO.4415G � A FAILURE TO GIVE SUCH NOTIFICATION. FNDID - } WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. PA DRAWNIOW-ATRADEMARKSTREET GPD . 1 3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. MCI Q {14i CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, �Y_ PA e - DAMAGE AND REPLACEMENT OF SAID UTILITIES. 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. a PA � I TERMINATE AT BRIDGE PER AN PA BIT LIMIT OF WORK PA UNLESS OTIERWIISSE NOTEOC°E LIMIT OF WORK PA at{tR� A I 1]�. O O, PA 1• 3 HAVEN Pq p!B`y ALONG EUNLESSOTIERWIEE SOPPED PA TYPICAL MEDIAN PLANTER POCKET SEEENLARGEMENTTHISSHEEP PA LIMIT OF WORK UNNG ENTIRE BOUNDARY E LESS OMERNISE NOTED WE A, A'> A_0 --I A W BE AW •W 7 M1 n r aN Y VSFFSNTWE NUESOTIWEOEED WHERE DIMENSIONS ARE NOT INDICATED, OR FOR SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED. ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE, STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, WARNING CONES,BARRICADES, SECURITY PERSONAL, ETC., AS REQUIRED, CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 4]] 2740. a =e RD 3 UNIXEGENTERMTSE SOBBED GE 3 ATEATP.L J I W DNLEESGTNERLIMIT,ED i�iERMIN — — — — J' -C7 LIMIT OF WORK ��56nJ y w. W U) r B C-3 D2 Underground Service Alert isCall: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG A 11 LIMIT OF WORK IIQHf 'NG1 LANE PA :r I LIMIT OF WORK _ yi v — —HAVEN AVS WALKWAY LAYOUT NOTE:- CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS 1. CONTRACTORS SAFETY NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND 50APE y= TYPICAL MEDIAN PLANTER POCKET/COBBLE LAYOUT ENLARGEMENT SCALE: i"=20' THAT UNKNOWN OBSTRUCTIONS ANGOR GRADE DIFFERENCES EXIST THAT MAY AS CLOSELY AS POSSIBLE HAVEN AVENUE GRADE SEPARATION CONSTRUCTION DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE WHERE DIMENSIONS ARE NOT INDICATED, OR FOR SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED. ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE, STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, WARNING CONES,BARRICADES, SECURITY PERSONAL, ETC., AS REQUIRED, CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 4]] 2740. a =e RD 3 UNIXEGENTERMTSE SOBBED GE 3 ATEATP.L J I W DNLEESGTNERLIMIT,ED i�iERMIN — — — — J' -C7 LIMIT OF WORK ��56nJ y w. W U) r B C-3 D2 Underground Service Alert isCall: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG A 11 LIMIT OF WORK IIQHf 'NG1 LANE PA :r I LIMIT OF WORK _ yi v — —HAVEN AVS PLAN CROSS REFERENCES F— FOR NOTES AND LEGENDS, SEE THIS SHEET W —"'— "— —' — FOR DETAILS, SEE SHEET L-4 (11 FOR SPECIFICATIONS, SEE BOOK SPECIFICATION PACKAGE FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 FOR CORRESPONDING PLANTING PLANS, SEE SHEETS L-9&11 _CD ' SHEET KEY MAP >' LIMIT OF WORK N.T.S. ( 291,16%40 gOe QA? AOoeD 12.IE44rlU,W LAWNY 8i3^t / - - - - — - - — -- — -- — -- �, - DESCRIPTION OF REVISION DATE APPROVED '...m / NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING DISTURBED MEDIAN LU LANDSCAPE AND LIGHTING IN KIND, TO ORIGINAL CITY APPROVED C/) CONSTRUCTION DRAWINGS, SEE DETAILS D,E, AND L, SHEET L-4. cc Uj EXISTING MEDIAN ISLAND BOULDER NOTE: CONTRACTOR TO USE EXISTING BOULDERS ON MEDIAN PROVIDED IT MATCHES THE CRITERIA OF PROPOSED BOULDER TYPE AND COLOR. EXISTING BOULDERS TO BE USED AND LOCATION SUBJECT TO CITY INSPECTOR'S APPROVAL. CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS 50APE y= HAVEN AVENUE':- FROM 52+84 TO 66+95 THAT UNKNOWN OBSTRUCTIONS ANGOR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN HAVEN AVENUE GRADE SEPARATION CONSTRUCTION DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE APPROVED BY: �/- ],;;.:. DATE: 8-1408 ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO CITY ENGINEER tf RCE NO.4415G DESIGN GPD A FAILURE TO GIVE SUCH NOTIFICATION. FNDID - 2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. DRAWNIOW-ATRADEMARKSTREET GPD STAKING FOR LOCATION OF WALLS SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, DRANING NO. 2220 PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFERTO IRRIGATION PLANS. GOWN. MAY ALSO REFER TO PIANS PREPARED BYJFI INC. FOR ADDITIONAL SLEEVE LOCATION INFORMATION. S. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH GONSTRUClION OPERATIONS AS SHOWN. ]. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS B. ALL CURVILINEAR WALKS,CURBS, HEADER BOARDS. AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. B. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE, 10, ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOON: EDITION PER THE CITY OF RANCHO CUCAMONGA8 REFER TO SECTIONS 4, 201, 303, AND 400, S WELL AS ANY OTHER SECTIONS RELATED TO THEINSTALUT N, PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR, AND CLEAN UP. CONSTRUCTION LEGEND I� O CITY SIDEWALK(CITY STANDARD NO. 1038114). REFER TO ROADWAY LAYOUT PLANS. ® O2 COBBLE PAVING (CITY STANDARD DETAIL NO. 542), SEE DETAILS C, D B E. SHEET L4. 3O S^ CONCRETE HEADER PER DETAILS B B D(CITY STANDARD DETAIL NO. 5348542), SEE DETAILS C B F. SHEET L4. O LANDSCAPE BOULDER FROM POOR QUARRY BY THE ION PSEE CONSTRUCTPROVED 'CITY STANDARD DETAIL NO. PER DEAPLAN FOR RS C&G SHEET L4L SIZE AND PLACEMENT. SCHEDULE BELOW INDICATES MINIMUM BOULDER LENGTH. A. 40' B. 35'...... C. 24' D. 18' : 1 BOMBER GROUPING CALLOUT 55 RETAINING WALL REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. OOe 4- TRICK X 18- WIDE RETARDANT FINISH (ROUGH EXPOSED AGGREGATE) CONCRETE MAINTENANCE BAND, SEE DETAILS H, I, 6 J, SHEET L4. O BUS BAY PER CIVIL ENGINEER'S PLANS. BO ACCESSIBILITY RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 9O DRAINAGE CATCH BASIN PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS 10 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 11 STREET LIGHT PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. 12 EXISTING STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 13 FIRE HYDRANT PER CIVIL ENGINEER'S STREETIMPROVEMENT PLANS. 14 RAILROAD CROSSING BRIDGE PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 15 EXISTINOCITYSIDEWALK,PROTECTINPLACE. DRAINAGE CATCH BASIN. .16 PROVIDE 4CUS5 15AINAOMTSBEEANG�RTED PVK. NSINTOORIIABASIINWHIN6 C SLEEVE AS SHOWN. 1] LOCALLY DEPRESS COBBLE PAVING TO PROVIDE POSITIVE DRAINAGE WITHIN MEDIAN FROM PLANTER TO PLANTER. (SEE COBBLE LAYOUT ENLARGEMENT, THIS SHEET) PLAN CROSS REFERENCES F— FOR NOTES AND LEGENDS, SEE THIS SHEET W —"'— "— —' — FOR DETAILS, SEE SHEET L-4 (11 FOR SPECIFICATIONS, SEE BOOK SPECIFICATION PACKAGE FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 FOR CORRESPONDING PLANTING PLANS, SEE SHEETS L-9&11 _CD ' SHEET KEY MAP >' LIMIT OF WORK N.T.S. ( 291,16%40 gOe QA? AOoeD 12.IE44rlU,W LAWNY 8i3^t / - - - - — - - — -- — -- — -- �, - DESCRIPTION OF REVISION DATE APPROVED '...m / NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING DISTURBED MEDIAN LU LANDSCAPE AND LIGHTING IN KIND, TO ORIGINAL CITY APPROVED C/) CONSTRUCTION DRAWINGS, SEE DETAILS D,E, AND L, SHEET L-4. cc Uj EXISTING MEDIAN ISLAND BOULDER NOTE: CONTRACTOR TO USE EXISTING BOULDERS ON MEDIAN PROVIDED IT MATCHES THE CRITERIA OF PROPOSED BOULDER TYPE AND COLOR. EXISTING BOULDERS TO BE USED AND LOCATION SUBJECT TO CITY INSPECTOR'S APPROVAL. SHEET uR OF IyN . CITY of RANCHO CUCAMONGA W=2/i0 50APE y= HAVEN AVENUE':- FROM 52+84 TO 66+95 \'EDF ° .p. OALIEO HAVEN AVENUE GRADE SEPARATION CONSTRUCTION PLAN APPROVED BY: �/- ],;;.:. DATE: 8-1408 CITY ENGINEER tf RCE NO.4415G DESIGN GPD RCHITERRA DE GNGROUP LANDSCAPEARCHRECTURE SIZE PUNNING RANCHO CUCAMONGA. CA 9I730 (B09) 49428M FAX: (BUS) 484 Q6112 FNDID - DRAWNIOW-ATRADEMARKSTREET GPD EET '6.. SCALE 1"=30' RLA NO. 2832 DATE 3-4-05 'FIT IF CHECKED JRC DRANING NO. 2220 SHEET uR OF IyN . 103 s SIDEWALK LAYOUT SCALE: N.T.S. � (..FINISH OGRADEES eIrnL A.swus .Y� IvnLSNOWvvi[�i¢mlOTml HANDS CITY OF RANCHQ.QLIQAMONQA, Q8LIEQBPIA CONCRETE HEADER 5341 .11 21153 ISITIII. 6" CONCRETE HEADER. SCALE: N.T.S. 12 LIMIT 4P.LSM IS, ® CURVILINEAR SIDEWALK m SCALE: N.T.S. LEGEND 1. MURDER PER CONSTPUGIpX RAY RECESS ATUAST In SECTORS CIMPANNI LWDSWEMCSMTEGIIO PPROrWUIP"ASAG WTSNONIT R� LOCATONS FATHER TO INSULATES, I. IT MLY4`OAV EVANS ON A NT AT EDGE OF PAN NG ASW%O UT)MU 3. ADJACENT CAM1COER PANTIE PoMEO POU LD W V,DEAL SEE CML ENGWEERSP.NISPoRP65N 4.9DX GO DACTU SVO6RAo-_ BOULDER BY PAVING SCALE: N.T.S. .. EXISTING MEDIAN COBBLE DETAIL TE 00. WVHH HUMKASSOCIATE SSG MRI MPPOSEoinw SUNK HEADS SbMNwR DIFFERENCE OFLY. REPLICEVE11T CAUSE. HAI LOTTING, M9 WUIDERS TO MATCH APPROUMPLANST EXISTING MEDIAN COBBLE LAYOUT (36+15 to 40+04) APPROX. SCALE: 1"IF40' SCALE A MITI Pgmes T, G6.my II eu SID 111c- ^� 21 3.15 SLANT FILL, I ... 553 I Hw 10, STAFF SAND,,S, ISLAS IS UNITS ANY III I ALI NA DIFF, IF SNIFFLES 1000 MASH S SMASH 1ITLI. IF I I THIN INFANT 10 INNS I VIST11 ILqFN 11 11 . I" DlA US ELDERS AT INS SJUNNS AI AS VISIT DSI AGGREGATE 4 I JUPPRIFFAS IF INT TIFFIN LI NAIC-DR "I INSIST THINNA THIN DO THIS 0.00 I TK FINAL 5� OF I THE HINSFAS SAL IT w ll� THI IF DI VIDDIFFL CITY OF RANCHO CUCAMONGA. CALIFORNIA 76.4 INS IA.4x 100.0 - CURVILINEAR SIDE➢'ALA pAl'ALGRE6 M g 263 114 r 318 3.2 6.0 ,H. IF ILL. STIFF SHIFT I I 52 ]IMWP0.� PULL ® CURVILINEAR SIDEWALK m SCALE: N.T.S. LEGEND 1. MURDER PER CONSTPUGIpX RAY RECESS ATUAST In SECTORS CIMPANNI LWDSWEMCSMTEGIIO PPROrWUIP"ASAG WTSNONIT R� LOCATONS FATHER TO INSULATES, I. IT MLY4`OAV EVANS ON A NT AT EDGE OF PAN NG ASW%O UT)MU 3. ADJACENT CAM1COER PANTIE PoMEO POU LD W V,DEAL SEE CML ENGWEERSP.NISPoRP65N 4.9DX GO DACTU SVO6RAo-_ BOULDER BY PAVING SCALE: N.T.S. .. EXISTING MEDIAN COBBLE DETAIL TE 00. WVHH HUMKASSOCIATE SSG MRI MPPOSEoinw SUNK HEADS SbMNwR DIFFERENCE OFLY. REPLICEVE11T CAUSE. HAI LOTTING, M9 WUIDERS TO MATCH APPROUMPLANST EXISTING MEDIAN COBBLE LAYOUT (36+15 to 40+04) APPROX. SCALE: 1"IF40' SCALE 542 THIS DETAIL/NOTES APPLIES TO DISTURBED EXISTING MEDIAN, (FROM STA 36+14 TO 40+04 AND STA 63+32 TO 63+95) REPAIR/REPLACE IN KIND AS INDICATED -296 1IN.- .. r7l�7'..J ' I .' . LEGEND: 1. CONCRETE CAV PER LML INSIDERS SIREETIMPNOVEVEXEPLWS 2 W\CRECt:EFDNOEA fA?3LEG ]'MILNMN: 1 WAVED DIARM COBSUP E6-TOI r OUTLETS. PLATTEST S 0 ES Q40110 JR. I. MORTPAIIIIS�WOMVPIN511 M'101'VIIOCMAYL 5 COMPACIEOSOGI WMPACTTO9%. THE MEDIAN COBBLE DETAIL IS PROVIDED FOR BID PURPOSE ONLY. ACTUAL INSTALLATION IN THE FIELD SHALL MATCH EXISTING HAVEN MEDIAN COBBLE APPEARANCE, REFER TO DETAILS K AND L BELOW FOR LAYOUT. FINAL COBBLE - LAYOUT TO MATCH ORIGINAL PLANS FOR HAVEN AVENUE MEDIAN IMPROVEMENTS (886.67) BY RANDOLPH HLUBIK ASSOCIATES, INC. MODIFICATION AND ADJUSTMENTS TO BE DIRECTED BY THE CITY INSPECTOR, COORDINATE FUTURE LOCATIONS OF EXISTING BOULDERS WITH CITY INSPECTOR PRIOR TO CONSTRUCTION OF COBBLE PAVING. THE CENTERLINE ELEVATION OF THE DRAINAGE COURSE SWALE SHALL FLUCTUATE SO AS NOT TO APPEAR 'CHUTE LIKE' OR ENGINEERED. HAND -PLACE COBBLE IN SETTLING BED WITH FLATTER SIDES UP TO FORM A UNIFORM SURFACE WITHIN THE DRAINAGE COURSE. PROVIDE LESS UNIFORMITY AS STONE GRADUATES IN SIZE AND PLACEMENT AWAY FROM DRAINAGE COURSE. DEPTH OF STONE EMBEDMENT TO BE NO LESS THAN M THE DIAMETER OF THE STONE FOR SIZES 4'12', NO GREATER THAN 1O THE DIAMETER FOR SIZES LARGER THAN 12' DIAMETER. COMPACT STEERAGE TO A HARD, FIRM, UNYIELDING SURFACE, SMOOTH AND TRUE TO LINE AND GRADE: TEST FOR REQUIRED COMPACTION PRIOR TO PLACING ROCKWORK. IF CONTRACTOR AND /OR CONCRETE PRODUCER HAVE NO PRIOR EXPERIENCE WITH PORTLAND CEMENT CONCRETE PAVEMENT, GONTRACTOR SHALL RETAIN AN EXPERIENCED CONSULTANT TO MONITOR PRODUCTION, HANDLING, AND PLACEMENT OPERATIONS AT CONTRACTOR'S EXPENSE. COBBLE PAVING COBBLE PAVING AT MEDIAN NOSE &COBBLESTONE NOTES SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. LEGEND 1CONCRETIONS PER TITS ENGINEERS SWERLVPROV=JRM PONS, 2. CLASSIEST. 3. IF THFI. ELGE OOMflTROUGHHSTOORM LVVi31a MOR OMINTH 4. 12fl3ULU.TE", F. I]SE3A9MRIlONTAL30YOJIITVWVS. A. ITRE 9 N O G. HOOK TO CONTINUOUS .VVOD'MNCREI HMMPFRDaAILF,MISSEET.. 9.8WEETPERCMLENGNEMSIVPRc ,VE TPIAYS. WE 4- M EST TO ACCOMI IT U(Sh UY COMES COURSE 'UNG, PATTI CONCRETE/COBBLE AT MEDIAN SCALE: HOLLIDAY COMPANIES -HAVEN MEDIAN EXPOSED AGGREGATE MIX MXNO CR1255 PAIRS Pgmes T, G6.my WITH TFALWINT"JUNDS IctykNI TYPE ISM CEMENT 520 3.15 E65 CEMENi5M5 553 I.E. 97.1 1000 1000 MASH S SMASH 10 100 DSI AGGREGATE 4 2.63 0.00 99 9510100 379• 7.9 76.4 INS IA.4x 100.0 00 AS mmmr pAl'ALGRE6 M 1549 263 ISFAIRJEASSIFFIFFLUSTITE %OTAGGPE6 IE 318 3.2 6.0 91.3 IGO 52 ]IMWP0.� PULL 307 2.61 TO SE D ES NOT APP Y� o> WN 10% 48 00 9 40 0 02.0 39 311091 NI6 0.0 1230 261 Z55 25 4051.5% LML 0.0 1.3 um SNOT S 121022 CO NOT A 0.0 0.0 0.41 7 7 3709 0 0.D 100 0.0 0.0 30.0 1.00 50] Hall IS IS 542 THIS DETAIL/NOTES APPLIES TO DISTURBED EXISTING MEDIAN, (FROM STA 36+14 TO 40+04 AND STA 63+32 TO 63+95) REPAIR/REPLACE IN KIND AS INDICATED -296 1IN.- .. r7l�7'..J ' I .' . LEGEND: 1. CONCRETE CAV PER LML INSIDERS SIREETIMPNOVEVEXEPLWS 2 W\CRECt:EFDNOEA fA?3LEG ]'MILNMN: 1 WAVED DIARM COBSUP E6-TOI r OUTLETS. PLATTEST S 0 ES Q40110 JR. I. MORTPAIIIIS�WOMVPIN511 M'101'VIIOCMAYL 5 COMPACIEOSOGI WMPACTTO9%. THE MEDIAN COBBLE DETAIL IS PROVIDED FOR BID PURPOSE ONLY. ACTUAL INSTALLATION IN THE FIELD SHALL MATCH EXISTING HAVEN MEDIAN COBBLE APPEARANCE, REFER TO DETAILS K AND L BELOW FOR LAYOUT. FINAL COBBLE - LAYOUT TO MATCH ORIGINAL PLANS FOR HAVEN AVENUE MEDIAN IMPROVEMENTS (886.67) BY RANDOLPH HLUBIK ASSOCIATES, INC. MODIFICATION AND ADJUSTMENTS TO BE DIRECTED BY THE CITY INSPECTOR, COORDINATE FUTURE LOCATIONS OF EXISTING BOULDERS WITH CITY INSPECTOR PRIOR TO CONSTRUCTION OF COBBLE PAVING. THE CENTERLINE ELEVATION OF THE DRAINAGE COURSE SWALE SHALL FLUCTUATE SO AS NOT TO APPEAR 'CHUTE LIKE' OR ENGINEERED. HAND -PLACE COBBLE IN SETTLING BED WITH FLATTER SIDES UP TO FORM A UNIFORM SURFACE WITHIN THE DRAINAGE COURSE. PROVIDE LESS UNIFORMITY AS STONE GRADUATES IN SIZE AND PLACEMENT AWAY FROM DRAINAGE COURSE. DEPTH OF STONE EMBEDMENT TO BE NO LESS THAN M THE DIAMETER OF THE STONE FOR SIZES 4'12', NO GREATER THAN 1O THE DIAMETER FOR SIZES LARGER THAN 12' DIAMETER. COMPACT STEERAGE TO A HARD, FIRM, UNYIELDING SURFACE, SMOOTH AND TRUE TO LINE AND GRADE: TEST FOR REQUIRED COMPACTION PRIOR TO PLACING ROCKWORK. IF CONTRACTOR AND /OR CONCRETE PRODUCER HAVE NO PRIOR EXPERIENCE WITH PORTLAND CEMENT CONCRETE PAVEMENT, GONTRACTOR SHALL RETAIN AN EXPERIENCED CONSULTANT TO MONITOR PRODUCTION, HANDLING, AND PLACEMENT OPERATIONS AT CONTRACTOR'S EXPENSE. COBBLE PAVING COBBLE PAVING AT MEDIAN NOSE &COBBLESTONE NOTES SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. LEGEND 1CONCRETIONS PER TITS ENGINEERS SWERLVPROV=JRM PONS, 2. CLASSIEST. 3. IF THFI. ELGE OOMflTROUGHHSTOORM LVVi31a MOR OMINTH 4. 12fl3ULU.TE", F. I]SE3A9MRIlONTAL30YOJIITVWVS. A. ITRE 9 N O G. HOOK TO CONTINUOUS .VVOD'MNCREI HMMPFRDaAILF,MISSEET.. 9.8WEETPERCMLENGNEMSIVPRc ,VE TPIAYS. WE 4- M EST TO ACCOMI IT U(Sh UY COMES COURSE 'UNG, PATTI CONCRETE/COBBLE AT MEDIAN SCALE: HOLLIDAY COMPANIES -HAVEN MEDIAN EXPOSED AGGREGATE MIX MXNO CR1255 A We no Pgmes T, G6.my TYPE ISM CEMENT 520 3.15 E65 CEMENi5M5 553 I.E. 97.1 1000 1000 1000 10 100 DSI AGGREGATE 0 2.63 0.00 99 9510100 379• 7.9 76.4 100.0 100.0 00 77TO93 pAl'ALGRE6 M 1549 263 DAD %OTAGGPE6 IE 318 3.2 6.0 91.3 IGO 52 50 TO 70 V4 PEA 307 2.61 SAN %OPAGGREGAR 10% 48 00 9 40 0 02.0 39 311091 NI6 0.0 1230 261 Z55 25 4051.5% . N30 OA 0.0 1.3 37.1 371 121022 W 0.0 0.0 0.41 7 7 3709 0 0.D 100 0.0 0.0 30.0 1.00 50] 0200 0.0 0.0 O CA.0 2.9 3 0T02 %OF MI% 04 27.00 IAIE: REFER TO MAPPROYED PIANS NOT HAVEN ASSUME SUGAR IMPROYCV=NSs1bMBI1 RYPWOOVNM.Ui.KASSGPATES. LMC FOADETNIEGARUVARL SIDDR MI6 RUMUNCEONLY. RFAALG'EM WDAEHFMA, OGHRHG, AND PoNDLAS M MATCH GrTPLUS. EXISTING MEDIAN COBBLE LAYOUT (63+32 to 63+95) APPROX. SCALE: I" -40k SCALE GGREGATEGRADATIONS VE.SUE 92.1 >ASIT I SAFE , COME r.E I.E. 97.1 1000 1000 1000 10 100 1' 29.8 00.9 100.0 IGO 99 9510100 379• 7.9 76.4 100.0 100.0 00 77TO93 12' 4.4 20.6 IOO.O 100.0 60 318 3.2 6.0 91.3 IGO 52 50 TO 70 rt9 2.1 2.9 183 99.6 43 39 TO 51 48 00 9 40 0 02.0 39 311091 NI6 0.0 0.0 2 .2 25 221032 . N30 OA 0.0 1.3 37.1 371 121022 N50 0.0 0.0 0.0 I 7 7 3709 0 0.D 100 0.0 0.0 .5 2 0103 0200 0.0 0.0 O CA.0 2.9 3 0T02 %OF MI% 04 50% 10% 90% 100% NOTE: WASH TO ACHIEVE SAME EFFECT AT SMTLE (APPROVED) AREAS. HOT HWH PRESSORS. CONMTWSPECTOR AGGREGATE GRADATIONS SCALE: 51105C4pE 9.O um Wb 0+9C W 6 " m S - ♦qAf OF CALIFDP CITY of RANCHO CUCAMONGA HAVEN AVENUE FROM 36+15 TO 52+84 HAVEN AVENUE GRADE SEPARATION CONSTRUCTION DETAILS RLA NO. L-4 UNE in 10Y B HAVEN A' - = oI - CONTROLLERS PH • 8'H1' NOTE: 'HICCIARITY ONLY. CONTRACTOR TO CN NSTALL(2) NEW CALSENSE CONT A). ET200624 VT PLANTER. CONTRACTOR SHALLN -LR RR-TP-1,TP410,n STALLED.CONTRACTORTO 1G NR LI WALL HTING FOTTINGS. XCE N INS Ce E%IS CLOSURE&NEW A NA MINOF LIGHTING RANG OM COORDINATION OF FINAL HOOP ENTRY ENCLOSURE SSi w/CAL PHON. OF THE IRRIGATION CONTRACTOR FFIUP NALLOCA ION AND EXACT POSITION OF THE IlY ----___-_ --____ CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE OPERATIONAL PRIOR TO CITY'S --- ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE CONTROLLERS PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND A CALSENSE REPRESENTATIVE. CALSENSE, 2075 COR. DEL BEEN., SUITE P NO CALSENSE AT: _ TACT CITY PUBLIC WORKS INSPECTOR A _ P� c ' -` CggLSBAO, CALIFORNIA (619)4360525. rifv11T bp WORK _ L_____..____..__ --_____a ♦ _ - - I �o m mEvan ovuvEs"l rxau ;0 +',(Y,Sth LR-RREAntenna)in th xistin�cabiriet+ _"16•MAINLINE p� LIMIT OF WORK "" SLEEVE h W ®-•-®.-_ ^ _ _ - «_ IJote. At each ROC (I and IT) the cabinet and controller shall be deleted. 9 W He " rmxava Hm none; "-®- - - r'-•-• • - _ _ W. -im N6 -_ _ _ _ _ _ _ _ _ ISASnI:GI - �- - 0 HAVEN AVE. VALVE LEGEND 1H' `IA' LEUEiVD'H WIRESLE E W SL �IFLINE N 4•WRESLEEVE �1f-I J -•-TI 6•�•• 19 H,! TO H.6 T9 H41 3] H-!6 38 H -TT T9 H -T] ?3 H -3T T4 H-3] I �® 0 "EVr]'wAMIREfl d d sEEPOCIpTEPE1GW EXl$T EhIST �'\^�/`L ATSTArpsmi't W. SEELIE • bAS011hib WHNJnE p:W - Pell sEEmxmouEulpte 31 34 ersrNL 25 IeNIEwmHllaurxs H -T HJ Hd1 33 T5 - velsn 14 001 25 mslaE H-23 H-28 21 9 e 1 musvrt P EXIST. -- HJ3 H-38 • � ♦•• o Ellmr c~n o aa® NfaDHHE m:muv"'Ito PFonRE ti . • p=.rzmsmouEnse.wuiav 19 ry.8 26 49 H-29 24 I= •♦ asysmmonxEw NAs1ER HS H -l3 2] H-18 3T H -T4 T5 H-34 25 H -3g rcsnEExlsr. 0 ®l- EXISTING. P -O C'H' arevk s ruHew HWr v ^� 1•M'IEsfPo.Y POGiOINE a 4 ` 30 ryd 29 H.g 41 H-14 T9 H -l9 T6 H -T5 T4 HJO T� '• IUL - -I:L - T-2 OF CONNECTION NOTE'H'8'H1': STA 35+80.00 EX/STHd5 e WCTOR TO MAKE POINT OF CONNECTION IMMEDIATELY_REAM TO ANEWT DOMESTIC WATER METER NEWT G-1/4' FLOW SERE NSOP (02 NOEVl21ICE2�)GN E VALVE ANo EXTEND -26 H,5 H45 30 N-20 T5/H-T6\ 13 H-31 39 Hd6LANS FOR ADDITTO ONALLNFORMATIONN.REFER TO AS EXIST.W / _v 8 DULI O STATIC WATER PRESSURE: 8085 P.S.I. 23 PICOI SLEEVE INE SYSTEM DESIGN PRESSURE 60 P 5.1. - - ---. - - _ _MAXIMUM IRRIGATION DEMAND: 81 G.P.M. ' - - _ - - _ - _ p W U) Pal. - LIMIT OF WORK �µr - _-_�-_--_•_. _--__ or Per 314. ljj U-1 V4 `P) =- - - uwLnFvaoRx W '� _ -_______________4-ir�R __-__ LIb11TQF WQQI , nR _z _ _ _____ ___®-_ _ _. __._. y______ J 'WIRESLEEVE- - zi y, ---- - -- -- - - ---- -_- - HAVEN AVE. XERISCAPE ASSESSMENT i~ eL �•U) �Wr L r __ NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING DISTURBEDMEDIAN IN KIND, TO ORIGINAL CITY APPROVED CONSTRUCTION DRAWINGS ,SEE DETAIL H, SHEET L-12. L• ��`____ UNE in 10Y B HAVEN A' - = oI - CONTROLLERS PH • 8'H1' NOTE: 'HICCIARITY ONLY. CONTRACTOR TO CN NSTALL(2) NEW CALSENSE CONT A). ET200624 VT PLANTER. CONTRACTOR SHALLN -LR RR-TP-1,TP410,n STALLED.CONTRACTORTO 1G NR LI WALL HTING FOTTINGS. XCE N INS Ce E%IS CLOSURE&NEW A NA MINOF LIGHTING RANG OM COORDINATION OF FINAL HOOP ENTRY ENCLOSURE SSi w/CAL PHON. OF THE IRRIGATION CONTRACTOR FFIUP NALLOCA ION AND EXACT POSITION OF THE IlY ----___-_ --____ CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE OPERATIONAL PRIOR TO CITY'S --- ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE CONTROLLERS PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND A CALSENSE REPRESENTATIVE. CALSENSE, 2075 COR. DEL BEEN., SUITE P NO CALSENSE AT: _ TACT CITY PUBLIC WORKS INSPECTOR A _ P� c ' -` CggLSBAO, CALIFORNIA (619)4360525. rifv11T bp WORK _ L_____..____..__ --_____a ♦ _ - - I �o m mEvan ovuvEs"l rxau ;0 +',(Y,Sth LR-RREAntenna)in th xistin�cabiriet+ _"16•MAINLINE p� LIMIT OF WORK "" SLEEVE h W ®-•-®.-_ ^ _ _ - «_ IJote. At each ROC (I and IT) the cabinet and controller shall be deleted. 9 W He " rmxava Hm none; "-®- - - r'-•-• • - _ _ W. -im N6 -_ _ _ _ _ _ _ _ _ ISASnI:GI - �- - 0 HAVEN AVE. VALVE LEGEND 1H' `IA' LEUEiVD'H WIRESLE E W SL �IFLINE N 4•WRESLEEVE �1f-I J -•-TI 6•�•• 19 H,! TO H.6 T9 H41 3] H-!6 38 H -TT T9 H -T] ?3 H -3T T4 H-3] I �® 0 "EVr]'wAMIREfl d d sEEPOCIpTEPE1GW EXl$T EhIST �'\^�/`L ATSTArpsmi't W. SEELIE • bAS011hib WHNJnE p:W - Pell sEEmxmouEulpte 31 34 ersrNL 25 IeNIEwmHllaurxs H -T HJ Hd1 33 T5 - velsn 14 001 25 mslaE H-23 H-28 21 9 e 1 musvrt P EXIST. -- HJ3 H-38 • � ♦•• o Ellmr c~n o aa® NfaDHHE m:muv"'Ito PFonRE ti . • p=.rzmsmouEnse.wuiav 19 ry.8 26 49 H-29 24 I= •♦ asysmmonxEw NAs1ER HS H -l3 2] H-18 3T H -T4 T5 H-34 25 H -3g rcsnEExlsr. 0 ®l- EXISTING. P -O C'H' arevk s ruHew HWr v ^� 1•M'IEsfPo.Y POGiOINE a 4 ` 30 ryd 29 H.g 41 H-14 T9 H -l9 T6 H -T5 T4 HJO T� '• IUL - -I:L - T-2 OF CONNECTION NOTE'H'8'H1': STA 35+80.00 EX/STHd5 e WCTOR TO MAKE POINT OF CONNECTION IMMEDIATELY_REAM TO ANEWT DOMESTIC WATER METER NEWT G-1/4' FLOW SERE NSOP (02 NOEVl21ICE2�)GN E VALVE ANo EXTEND -26 H,5 H45 30 N-20 T5/H-T6\ 13 H-31 39 Hd6LANS FOR ADDITTO ONALLNFORMATIONN.REFER TO AS EXIST.W / _v 8 DULI O STATIC WATER PRESSURE: 8085 P.S.I. 23 PICOI SLEEVE INE SYSTEM DESIGN PRESSURE 60 P 5.1. - - ---. - - _ _MAXIMUM IRRIGATION DEMAND: 81 G.P.M. ' - - _ - - _ - _ p W U) Pal. - LIMIT OF WORK �µr - _-_�-_--_•_. _--__ or Per 314. ljj U-1 V4 `P) =- - - uwLnFvaoRx W '� _ -_______________4-ir�R __-__ LIb11TQF WQQI , nR _z _ _ _____ ___®-_ _ _. __._. y______ J 'WIRESLEEVE- - zi y, ---- - -- -- - - ---- -_- - HAVEN AVE. XERISCAPE ASSESSMENT i~ eL �•U) �Wr L r __ SCH 40 PVC SLEEVING ==__ 125•SLE EVE to WIRES N/A ETC.) 6. NTERFERE WITH THE SPRAYOPATtEFNOFTHESPRINKLEFH'EGA INTERFERE LS'SLEEV E 9.16 WIRES al PIPE ~ SSOAST, PREVENT PROPER COVERAGE. THE IRRIGATION CONTRACTOR SHALL FIELD 2' SLEEVE WrE 0.75' PIPE _ REEEBENCECIAUAEp POINTS (Ebentatea.4) 2S SLEEVE 2768 WIRES p Tall PIP E PIPE 3' SLEEVE WE5 Lao TYPICAL POINTSPROVIDE TO FOLLWWATERMETER.FOLLOWED BY II. IRRIGATION(par Valva) !G-1002'PPIE 4 -SLEEVE SSIDO WIRES 1.5-12' PIPE APRESSURERE REGULATOR PRESSURE REGULATE /WHEN BY REQUIRED FOLLOWED BY BACKFLOW IRRIGATION LINES WIRE RAFFIC B 100f WIRES 2.57S' PIPE PREA A FLO01 QUIP E. TSIZEDPEREDBYLAN. INSTALL METER, FOLLOWEDALL EQUIPMENT VALVE. EQUIPMENTPLAN. INSTALLALLEQUIPMENTPERCITV TPERY A CITY EANDSP 9. INSTALMAINJULONE (II SPARE ALONG BELENGTHACH THE -SLEEVE B - SLEEVE N/A OPT WITH IH FUTURE TRAFFIC - � - TPIPE Be SLEEVE Wq 6'PIPE Q -N LIMIT OF WORK s 1'• II? 1 �,.1n:' ry. 6. ' 314. -- _ ::4vyr� _L:'a _ <Y Irz -- - - - - --- -- ®----- - ? _MIR = 114 -H eHaS �- - ®®-� �- ® - -- ® -•----o -- H 3 H-26 M PMAINLINE 4•WIRESLEEVE HAVEN AVE. • SLEEVE 14 Tc.Q_ _ 4 24 -. -- ,1- o- - ue 4'WIgE6LEEVE "'° HAVEN AVE. m- - - -• zrrz - _ _ _ 1 H 2 _ _ LIMIT OF WORK Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWD WORKING DAYS BEFORE YOU DIG PLAN CROSS REFERENCES - FOR NOTES AND LEGENDS, SEE THIS SHEET VALVE SIZING KEY FOR DETAILS, SEE SHEETS L-7 FOR SPECIFICATIONS, SEE BOOK SPECIFICATION PACKAGE VALVES i fO�GPM FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 VALVE SIZE 34i FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 & L-10 ]s0 -.SO. Fi. IRRIGATIONNOTES: NT SYSTEMSUMMARY ' HAVEN AVE LANDSCAPE IMPROVEMENT' 1. Q ETC.) 6. NTERFERE WITH THE SPRAYOPATtEFNOFTHESPRINKLEFH'EGA INTERFERE ~ SSOAST, PREVENT PROPER COVERAGE. THE IRRIGATION CONTRACTOR SHALL FIELD _ REEEBENCECIAUAEp POINTS (Ebentatea.4) G CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO ATE: TYPICAL POINTSPROVIDE TO FOLLWWATERMETER.FOLLOWED BY II. IRRIGATION(par Valva) APRESSURERE REGULATOR PRESSURE REGULATE /WHEN BY REQUIRED FOLLOWED BY BACKFLOW IRRIGATION LINES WIRE RAFFIC _ � - PREA A FLO01 QUIP E. TSIZEDPEREDBYLAN. INSTALL METER, FOLLOWEDALL EQUIPMENT VALVE. EQUIPMENTPLAN. INSTALLALLEQUIPMENTPERCITV TPERY A CITY EANDSP 9. INSTALMAINJULONE (II SPARE ALONG BELENGTHACH THE OPT WITH IH FUTURE TRAFFIC - � - L Lawam = nag H6 sy 20 .i'slbn stem. I 1 A 45.ML1 - Q -N ENCL SURE ENCLOSURE FOR IRRIGATION WIRING. IFEINTERFEREr WEFORPOSSI.CONTRACTORMAY EERFORP05510LEFUTSETRAFFIC BE D SHACK IPgIgpLLEL 2Auloma@p5nlmaer. (20) p LSW12 UIv 0 gPPLIIED FORSHOAND URS ANOHT/S RAYSAW EK BEtVJREEN J. Oesgnerbo wale, planlsbYwanaing neetl5.(to) 10 L$L%10.11413 Q Q THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN 4. 500 nolshme senwm.1101 . E- AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE 5. Rain senagi(5) 5 LSBL4 QI AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO TH E START OF 6. LYRA sensors. (6) INSTALLATION, ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS 7. 5ensifnelosbpalacb¢(5) 5 LYIL5 AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BEREPORTEDFOR DIRECTION IMMEDIATELY TO THE CITY. DRIVE '13' 6gtlilm 4orl Itl LrlS) TPS,TP-110111/LOCAL RADIOw/LR DOME RR ANTENNA PORT INSTALLED WITHIN A STRONGBOX SB)24SS/120 VOLT LIMITOITWORK Total Poll Claimed w GONTROLLERIELECTRICAL ENCLOSURE. THE ANTENNA PORT ON TOP OF THE ENCLOSURE PER DSHALL TAKE SOLEELF AND T REITH AND S RUCTURES ANO STRUCTURES. ANDSHALLTAK E SOLED RESPONSIBILITY ONSIBIL THE TTY FOO THE REPAIR/REPLACEMENT, AT NO DOST TO THE CITY, (minimum Pont sm i¢d: SH FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. -- - a. Y BE ECTED 0E AS DIRECTED BY A REPRESENTATIVE OF THE CITY. OF HECITY. -�- CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO 13. THE CONTRACTS SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS _ ::4vyr� _L:'a _ <Y Irz -- - - - - --- -- ®----- - ? _MIR = 114 -H eHaS �- - ®®-� �- ® - -- ® -•----o -- H 3 H-26 M PMAINLINE 4•WIRESLEEVE HAVEN AVE. • SLEEVE 14 Tc.Q_ _ 4 24 -. -- ,1- o- - ue 4'WIgE6LEEVE "'° HAVEN AVE. m- - - -• zrrz - _ _ _ 1 H 2 _ _ LIMIT OF WORK Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWD WORKING DAYS BEFORE YOU DIG PLAN CROSS REFERENCES - FOR NOTES AND LEGENDS, SEE THIS SHEET VALVE SIZING KEY FOR DETAILS, SEE SHEETS L-7 FOR SPECIFICATIONS, SEE BOOK SPECIFICATION PACKAGE VALVES i fO�GPM FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 VALVE SIZE 34i FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 & L-10 ]s0 -.SO. Fi. IRRIGATIONNOTES: 1. /I POINTSOF 00 NECYOIZE N. THE CONN�FACTOR PROVIDEDBy MAKE ARRA GEMENTS ANDD AT PAY ALL COSTS ETC.) 6. NTERFERE WITH THE SPRAYOPATtEFNOFTHESPRINKLEFH'EGA INTERFERE FOR THE INSTALLATION OF A NEW WATERMETER. CONTACT THE VALLEY WATER DISTRICT FOR COSTS AND INSTALLAION SSOAST, PREVENT PROPER COVERAGE. THE IRRIGATION CONTRACTOR SHALL FIELD PROCEDURE PROCEDURES. ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO 2. TYPICAL POINTSPROVIDE TO FOLLWWATERMETER.FOLLOWED BY PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. APRESSURERE REGULATOR PRESSURE REGULATE /WHEN BY REQUIRED FOLLOWED BY BACKFLOW PREA A FLO01 QUIP E. TSIZEDPEREDBYLAN. INSTALL METER, FOLLOWEDALL EQUIPMENT VALVE. EQUIPMENTPLAN. INSTALLALLEQUIPMENTPERCITV TPERY A CITY EANDSP 9. INSTALMAINJULONE (II SPARE ALONG BELENGTHACH THE STAND RD SPECIFICATIONS LOCALC DES, ACTUAL SPECIFICATION$ MANUFACTURERS' RECOMMENDATIONS AG LOCALCRESENTAIVELOCATION OF THE EQUIPMENT TO BEAR DIRECTED ON SITE EST RE OTE LV ALVEI BRANCH. MgINLILE C CRINIARTHESTREMOTENCLOSURE. INS ALL(HOullTERMINAL ORANGGATION TRIM ENCLOSURE. INSTALLTERMINAL STRIPS IN BY A REPRESENTATIVE OF THE CITY. ENCL SURE ENCLOSURE FOR IRRIGATION WIRING. 3 BE D SHACK IPgIgpLLEL 10. IRRIGATIONSYSTEMIS BASED UPON A MAXIMUM OF 31NCHES OF WATER PER ENCLOSUREMNELTNOLG511CAG SHALL BE INSTALLED TO THE STREET AND SCREENED gPPLIIED FORSHOAND URS ANOHT/S RAYSAW EK BEtVJREEN WITH SHRUBS WHENEVER POSSIBLE. TDHCE HOURS OF O4U P.M. TO 5:00 A.M.ONE VALVE PER CONTROLLER SHALL OPERATE ATA TIME. " 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS. AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE STREET LIGHTS. SIDEWALK. UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO TH E START OF INSTALLATION, ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS CITY. AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BEREPORTEDFOR DIRECTION IMMEDIATELY TO THE CITY. 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET -2000 PER LEGEND TPS,TP-110111/LOCAL RADIOw/LR DOME RR ANTENNA PORT INSTALLED WITHIN A STRONGBOX SB)24SS/120 VOLT e. THE CONTRACTOR PIPE ALLUNDERGROUNDMOUNT PIPES GONTROLLERIELECTRICAL ENCLOSURE. THE ANTENNA PORT ON TOP OF THE ENCLOSURE PER DSHALL TAKE SOLEELF AND T REITH AND S RUCTURES ANO STRUCTURES. ANDSHALLTAK E SOLED RESPONSIBILITY ONSIBIL THE TTY FOO THE REPAIR/REPLACEMENT, AT NO DOST TO THE CITY, MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. TOTHE Y'S ACCEPTANCE. ACTUAL THE ENCLOSURE TO BE ECTED 0E AS DIRECTED BY A REPRESENTATIVE OF THE CITY. OF HECITY. 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO 13. THE CONTRACTS SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS WALKS, STREETS. WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION COMPENSATING NOZZLE SCREEN(PCS) IN ALL SPRINKLER HEADS AT INITIAL CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE CONSTRUCTION. PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. ' 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. XER. REF.II.1 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4' ABOVE FINISHED GRADE (FINISHED GRADE IS SOIL NOT MULCH S HARDSCIC IRRIGATION LEGEND EOV EM NI SYM. MANUFACTI PER MODELNUMBEB TESCBIETIOM RADIUS ARM 'CSL M❑ b- RAINBIRD 1912,81A PRS 50 POP-0UP 5' .10 W NEW 2' DOMESTICWATERMETERS PER CUCAMONGAVPILEYWATER DISMICFIVERIPP REID) o RAINBIRD IN2SACIPFS5H PER UP -SPRAY HEAD 6 A 30 WATTS FBVSERTS NEWLINESIZEGATEVAIVE RAINBIRD RO SINIFORF POPBFSPRAYHEAD 5' .40 M ® FEBCU 825f TV NE172' REDUCE PRESSURE BACKFLOW RANBIBD 1812 SAM PRS6VAN FOP UP -SPRAY HMD 6 .40 30 ® CALSENSE FM 125 NEWT 10ROV4IAETER b- RAINBIRD IIISSAMPRSSO- POP UP SPRAY HEAD V DO x ® SUPERIOR 3IMSERIES NEW LINE SEE NORMALLY OPEN MASTER VALVE • RANGING 1012SAM PRSe3H FOP-UPSPRAYHEAD 0' .50 30 XER. REF. 11.215 CALSENSE NETIN ]R RAINBIRD IM25AIkPfl58F POPLP.6PRAY HEAD 0' 100 x 711OW/UIRRANT. EOSDNG ELECTRIC CONTROLLER INSTPII TP.110 w/(A RRPM. WTHIN E%ISING ENCLOSURE 'P RAINBIRD 1RM"PP.SSVAN POP. UP SPRAYHEAD 6' .70 30 HI CALSENSE ETS10i 24 LR RRI I NEW24 STAIONELECTRICGONTROLLER INSTALL W RAINBIRD 1612SAMPAS-100 PEP UP SPRAY HEAD 10 AD m Tal 10 w/LR RR AND. IN SS -16 TOP ENTRY ENCLOSURE WI CALSENSE BMW V RAINEIRD 10125AMPRS ION POP-0PSPMYHMO IP .W M Q CALSENSE R01 IPPINGRAINBUCKET O RAINBIRD IIISSAI PRS40F PEP UP SPRAYHFAO 10' LW 30 ® RAINBIRD EFBLP FRED ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN + RAINBIRD IBIZEAM PRS-IeVAN POP'UP.SPMYHMD 10 .W M ® RAINBIRD SKIMP NON POTAOLEOUICK COUPLER VALVE 0ISYGO RMNBIRO 1812SAN PRS42O PEP UP SPRAY HEAD IP .70 SO - __APPROVED C015 PVC MAINLINE,SIZEASSHOPPILMINLOYER I9-:USECL315 O RAINBIRD 10125N.4P �I RS 2N POP�UP�SP SPRAY tY I 30 � PV PVC 2PNOIggG LARGER 24' AT STREET CROSSINGS O HANDED 1012SAMPRS 12F POPUP-SPRAYHMD IV 2E0 30 -APPROVED SCH.40 PVC LATERAL LINE, SIZERS SHOWN, MIN.COVER I2' b RAINBIRD 1612 SAM PRSI2VAN POP VP SPRAY HEAD 12 m ----==APPROVED SCH. 40 PVC SLEEVES, SIZED i LARGER THAN PIPE TO BE INSERTED, b .70 NOTES: UNLESS OTHERWISE NOTED MNGIRD IBIRSAP45p POP UP SPMYNMO IT .m 30 O RAINBIRD 1812SAMPBS-SH POP1. UPSPRAYHEAD 15' 1.90 Sp CONTMCTORTOINV4LPCSSGREENSMEREVERREOVIREOTOAWUSTTHE RADIUS TO PROVIDE INA COVERAGE AND TO REDUCE OVERTHROW ONTO WALLS, B MIN61R0 NHZSAM PRS -15F POP UPSPRAYHEAD IS' 370 36 W'NP•S,6TREErSANDSWOCNRES. RAINBIRD 1812 SAN PRS 15VM POP UP SPRAY HEAD is, 90 30 B RWNSIRD 16125AM PRS-15EST POP UP SPRAY HEAD 4IV .W 3] SLEEVING NOTE: B RAINBIRD 1812 SAM PRSd55ST FOP UPSPMYHEAD 4X30 120 30 CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND WIRING THAT CROSSES ALL SIDEWALKS AND HARDSCAPE. SEE SLEEVING TABLE ON THELEFT. ® II h LIMITOFWORK �I I i FOR PRHEETL-7.ESSURE LOSS CALCULATION INFORMATION, SEE DETAIL M. S -- --- B,. =14', CIA LIMIT OF WORK a, I Ir In �-= SHEET KEY MAP AIN N. 3 SITE H-2 G/0 BRIDGE) 8/19/10 CITY of RANCHO CUCAMONGA F HAVEN AVENUE FROM 36+15 TO 52+84 HAVEN AVENUE GRADE SEPARATION GF IRRIGATION PLAN APPRCVEO BY:j� DATE:g-14-08 CITY ENGINEER: T/;'` r RCE No.4zi DESIGN CHRERRAOESIGNGROUp- GPD R[O 1AN05SUMPLACHNECNRE :. SNEPLFNNING DRAWN mCHOCUCAMONGA RA MONGA CA 9178 SH -ET L-5 RANCHO MONGq 14 4.2802 --. '•TA- (m3I4&-2BW FDX: (9391494.2082 SCALE: 1"=30' CHECKED RLA NO. 2832 DRAWING NO: JRC DATE 4-4-05 FILE No. 2220 SHEET 121 OF 144 1 J Be LU LIJ djv: W W �A Qv wA ZI J = v U �A Q SO SON N Q A� to der A iA TYPICAL SLEEVING NOTE: MAINLINE NOTE: CONTRACTOR TO LOCATE IRRIGATION SLEEVING IN LOCATIONS MAINLINE SHOWN FOR GRAPHIC CLARITY ONLY. CONTRACTOR TO LIGHTINGHICH LLNOTINTERPMENT. CONTRACTORH FUTURE MAY TRAFFIC CONTACCONTROT PLACE MAINLINE IN ADJACENT PLANTER. CONTRACTOR SHALL NOT LIGHTING ENGINEER FOR UTUREMAY CONTACT INSTALL ANY MAINLINE PIPING UNDER WALL FOOTINGS TRAFFIC ENGINEER FOR POSSIBLE FUTURE TRAFFIC LIGHT (EXCEPTION LOCATIONS. WHEN CROSSING) FENCE POST OR LIGHTING FOOTINGS, CONTRACTOR SHALL MAINTAIN q MIN. OF 12' CLEARANCE FROM ABOVE ITEMS. LIMIT OF WORK LIMIT OF WORK _______,_®,._________i_____________CD. __4..__.__� 117 116 118 116 114 i-Inet Has 119 XERISCAPE ASSESSMENT SYSTEM SUMMARY 113 HAVEN AVE. A GAPPIPE 25•SLEEVE IIJMEO 1 -PIPE ya• 3954 WIRES f - as. 1.5721 PIPE 2. ANOmas mnVoll (20) A U5,6112 100.WIRES 1 B'SLEEW 4. Wimdsbrazoaors.(1p) - Underground Service Alert r. WA 6. Wo sensors (5) r�r.l . •�� ny n' u, B. Federated orrerygelwater, (5) - 1::..p R-0RINM24STATIONELECTRICCOMROLLERINSTALL '' Teal At Clai 66 TWO WOPKINO DAYS BEFORE YOU DIG (MirarempribEn ui at TO ALL PCs R VER REQUIRED TO I. CONTRRADIUS la TP-NOw/M AM. WIMINEXISTINGENCLOSURE V HAINBIRD 1012 SAM Rai N POPLPSPRAYHEAD HAVEN AVE. 30 o ,a a as 24 ® E• a -36 1 31 .®. ®__. (D. ___ is _®_ .EO - CALSSESE ETA0024'I I SR -7-1 NEW 24 STATION ELECTRIC CONTROLLER IN$TAll. RFINBIRD MIINBIRD 181 PPSIOF POP UPSPRAY HEAD 10 x 30 TP-IIOw/M RAM. IN Sale TOP ENTRY ENCLOSURE we CAISENSE OPTION $ SAMARA 18G -UM PRSIDVAN POP UPSPRWHEAD 10 30 ....... . . IRRIGATION NOTES: I. NEW WATER METERISIZE PER PLANT, AS PROVIDED BY CCWD, IS REQUIRED AT ALL 8. POINTS OF CONNECT ION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACTWE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER MERGE, FOLLOWED BY --_ --1. A PRESSURE REGULATOR (WHEN REQUIRED), FOLLOWED BY BACKFLOW - - PREVENTION DEVICE FOLLOWED BY A ROW METER FOLLOWED BYA MASTER 9. 1 19,TY0-6-�,--1=dvw= VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY A STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND '60�0�0-4sY3>rya�- ya'Aar� LOCALCODES. ACTUAL LOCATION OFTHE EOUIPMENTTO BE AS DIRECTED ON SRA an Ir ]2�a� BYA REPRESENTATIVE OF THECITY. TIP 1,JPl�r'�T-iLi�yi a W 10. BACHFLOW PREVENTION DEVICESHALL BE INSTALLED WITHIN AGUARD SHACK fl}rf gnyig>Fl `II _•J ENCLOSURE MODEL No.CGSd, AND SHALL BE INSTALLED PARALLEL TO THESTREET ae ml AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. Y' �2 Yk y)s-:44T --- --- �Ln.�.c7Oj i6'7J THISDESIGNISDIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED 11. Y Z c VV AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN ' 4. -- J PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE urs um nm W SPRINKLER SYSTEM, WALLS, STREET LIGHTS. SIDEWALK, UTILITY LINES AND - ® _ _ _ Q m EQUIPMENT, AND ARCHITECTURAL FEATURED. 1-12 1-20 1-,0 1-11•5... CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS ®LLJ AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL 12. e W BEREPORTEDFOR DIRECTION IMMEDIATELY TO THE CITY. PTHE CONTRACTOR SHALL FAMILIARIZE HIMSELFHERSELF WITH ALL UNDERGROUND VA. L 3' >'' A W �UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR �0 0 •^•. THE REPAIRIREPLACEMENT, AT NOCOST TO WE CRY. FOR ANY DAMAGE OF SAID Z UNDERGROUND FACILITIES, U'vc"-1F_ CONTRA 11.11♦ r:ti -. --r+L OPTIMUM PTIMU COVERAGE ERUSH INDAL OVE ALL SPRINKLER TOWALHEADBAND ,STRE STREEALVESTS. WALLS, LS, 13. ---'-�= EIC. TMCOVELINCLUEWE MINIMALECTION AN ONTOWALKS,OFA PRESALLS, 133 -- - _.Q ®- V COMPENSATING NOZZLE SCREEN (PCS) INALLSPRINKLER HEADS AT INITIAL A CONSTRUCTION. 139 � e .Q p 14. A 2 XER. REF.II.1 ®y_m__ 6®._..; t b AIY4 so IRRIGATION LEGEND 5 5 4T EVIL MANUFACTURER MODE -NUMBER ➢ESCRIP➢ON RADIUS RPM CSL XER. Ree, n.l WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS. STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST WE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. INSTALL ONE It) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINETO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH, PIGTAIL EACH ORANGE WIRE ATWE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 31NCHES OF WATER PER WEEK (TURFAND 21NCHES OF WATER PER WEEK ((GROUND COVEWSHRUBS) APPLIED FON 5 HOURS A NIGHTM DAYS A WEEK BETWEEN THE HOURS OF 0:00 A.M. TO 590 A.M. ONE VALVE PER CONTROLLER SHALL OPERATE ATA TIME. THE SYSTEM IS DESIGNED FOR WE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. AUTOMATIC CONTROLLER TO BE A CALSENSE ET -2000 -PER LEGEND TP-1.TP-1I OLD LOCAL RADIO w/ LR DOMEIER ANTENNA PORT INSTALLED WITHIN A STRONGBOX SB 24SS/120 OLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF WE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF WE SPRINKLER HEAD IS 1/4' ABOVE FINISHED GRACE (FINISHED GRADE IS SOIL NOT MULCH OR HARDSCAPEL 3 -,)100.1 s'e>1t i`1f jy,'1Y'.3{ny N ,a R4INBISD 10125AM PRS50 POPUPSAMYHEAD 5' .10 30 BELIEVE f 711 y✓ VA. + y y L %!4'rt]iF42Y„Y_r -+4' s" -Q o PAINBIPD 1012SAM FRESH POP�UP�SPPAYHFAB 5' 20 30 �M NEW 2- WMESTIGWATERMETEPSPER y - CUCNAONGAVALLEYWAMHDISTRIOTIVERIMNMRD) r lap. (IA; 1� _ A CO 0 RAINEIRD 181VUM PRB5F POPAPSPRAYHEAD 5' .40 30 WATTS FEVSERIES NEWLINESIZEGATEVALVE FMINTRD 10125AM PR%VAN POP UP SPRAYHEAD 6 .40 30 ry WORK Ea What SOOSERIES NEW242•PPESSUREREGUTATOR LIMIT OF 6- RAINBIRD RIVEAM MARC POPUP.$PRAYHEAD 0' .30 30 ° RANGED I8125AM PRSBH POP UPSPRAYHEAD 8' .50 SO ® FROM 925RBer POP NEN T REDUCE PRESSURE BACKFLOW XER. REF.ILY H MIINBPO1012 SAM PRSRF POPUPSPRAYHEAD 8' 100 W ® Brat FM -125 Nai Le•HOW METER ry Yrs .�. :• .� Vrr ar, each POC (l and H) tall 1 new 48 St removenCalseeexisting 24 trope on controller. salvage t( City; and install e new 48 Station Cg cabs e controller ET 2000eJ& LIMIT OF WORK LP -PRE (with LP -PPE Antenna) in the existing cabinet _ Not AL each POCa and H) the cabinet and controller shall be deleted. 8•MAINUNE • !4 SLEEVE 4•WIRESLEEVE _ sEEPf1.L.lp@0E1DW R� row WArtR n A4m.1.119PPiWVI1E1at .13 ry O e,sEAI�11 0]''IMh1�LLE • AR_ WIIIP611EP�,La�FPESSVBE EXISTING P.O.C.'I' Karlskrona TSaw aDvsol9oesrlaw �� iAI1W"MF9 RU.Y POGea £� U' ' 4 .Ila• dor LIMITOF WORK SM,IX Q > {� .tr l I,Vu,. Axfr,s � m ULI� �} 4•WRESLEEVE HAVEN AVE. WSLEEVE NE to W ........................ U A 1-T H- QO �'- 0-�-- -- - - - - - - - - - - - - - - - - SCH 40 PVC SLEEVING 115s Fi-FEVE i-Inet Has CO , XERISCAPE ASSESSMENT SYSTEM SUMMARY BSPIPE HAVEN AVE. LANDSCAPE IMPROVEMENT' A GAPPIPE 25•SLEEVE IIJMEO 1 -PIPE POINT IBOeett®et41 ENEUMBELO 3954 WIRES II. IKRIGATION IPONI Valve) - L Lan Oalbnage lar sysbm. IA) SO L.561 1 1.5721 PIPE 2. ANOmas mnVoll (20) A U5,6112 100.WIRES 3, NsgnedbwabrpMnlsbywalerl]neMs.(10) IC L59,10,11AL3 B'SLEEW 4. Wimdsbrazoaors.(1p) - Underground Service Alert 5. Rain sensors. (5) 5 1,91A WA 6. Wo sensors (5) Call: TOLL FREE ]. SemaVoi lo9opeodws. (5) 5 LMI5 1-800 B. Federated orrerygelwater, (5) - 422-4133 R-0RINM24STATIONELECTRICCOMROLLERINSTALL Teal At Clai 66 TWO WOPKINO DAYS BEFORE YOU DIG (MirarempribEn ui at SCH 40 PVC SLEEVING 115s Fi-FEVE i-Inet Has i.a'SLEEVE 9-16WiRES BSPIPE 2- SLEEVE 17-I5 Wres GAPPIPE 25•SLEEVE 2Ia0 WIRES 1 -PIPE 3 -SLEEVE 3954 WIRES 125'. PIPE 4 -SLEEVE 55100WIRES 1.5721 PIPE 6 -SLEEVE 100.WIRES SSW PIPE B'SLEEW WA 4 -PIPE 1TSLEEVE WA 6'PIPE b flAINBIRD 1812SAM PRSIEVAN POP LPSPRAY HUD IY .TO 30 PVC FOR TAND LARGER 24• MIN AT STREET CROSSINGS RAINBIRD lotSAM Pas 4Bar POP UP SPRAY HEAD IS' .90 30 -APPROVED SCH.40PVC LATERAWNE,SIZEASSHGWN, MIN.COVERI2' TOP.OC.V/ILLREMAIN IN PUCE.NEV/MANUNEANDVALVES FROM P.00.TOSOUTH,WILLSE BRANI V RAINBIRD 18IVUM PRSEVAN POPUPSPRAYHEAD 0' .70 n�® 181250.14PRS15H SUPERIOR 31WSERIES NEVVLINE SIZENORMALLYOPEN MASTER VALVE `P AtNISSAN PRS -100 POP U SPBAYHEAD I IP .40 30 Til CALSENSE ET20]92i{I R-0RINM24STATIONELECTRICCOMROLLERINSTALL TO ALL PCs R VER REQUIRED TO I. CONTRRADIUS RAINBIRO TP-NOw/M AM. WIMINEXISTINGENCLOSURE V HAINBIRD 1012 SAM Rai N POPLPSPRAYHEAD IP. .BO 30 E• ® RAINBIRD 181250.MPRS 45EST POPLPSPRAY HEAD 4115' .EO II CALSSESE ETA0024'I I SR -7-1 NEW 24 STATION ELECTRIC CONTROLLER IN$TAll. RFINBIRD MIINBIRD 181 PPSIOF POP UPSPRAY HEAD 10 LW 30 TP-IIOw/M RAM. IN Sale TOP ENTRY ENCLOSURE we CAISENSE OPTION $ SAMARA 18G -UM PRSIDVAN POP UPSPRWHEAD 10 30 ....... . . 4` LIMIT OF WORD- CROSSES ALL SIDEWALKS AND HARDSCAPE. SEE SLEEVING TABLE ON �• .80 R 0 CPLSENSE R&I TIPPING PAIN BUCNET KEY MAP RAINBIRD 1612SANPRS In POP-0PSPMY NEAO 10' .TO 30 1 xn.Iv'-rTa vans O MIINBIRD 1812GAS PRSI2H POP-UPSPRAY HEAD IV 1BO SO ® RAINBIRD EFBLP-PRS-D ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN 6 RNNBIRD 33DNP NON POTABLE QUICK COUPLER VALVE 01 BY DO. O MINERS 1812 SAM POPAPSPRAY HEAD 12 2s) SO - - - APPROVED CL -315 PVC MAINLINE SIZE AS SHOWN MIN COVER 18' USE CL 315 b flAINBIRD 1812SAM PRSIEVAN POP LPSPRAY HUD IY .TO 30 PVC FOR TAND LARGER 24• MIN AT STREET CROSSINGS '� RAINBIRD lotSAM Pas 4Bar POP UP SPRAY HEAD IS' .90 30 -APPROVED SCH.40PVC LATERAWNE,SIZEASSHGWN, MIN.COVERI2' TOP.OC.V/ILLREMAIN IN PUCE.NEV/MANUNEANDVALVES FROM P.00.TOSOUTH,WILLSE BRANI NEW. _= APPROVED SCH.40PVC SLEEVES SIZED 2X LARGER THAN PIPE TORE IN$FATED 'Y MINBIRO 181250.14PRS15H POP UP SPRAY HEAD 15' 1.W 30 NOTES. UNLESS OTHERWISE NOTED B HANDED 1612GAS PAS IEr POP UP SPRAY HEAD IS 370 30 ~ TO ALL PCs R VER REQUIRED TO I. CONTRRADIUS RAINBIRO 18125AM PPSISVAN POP -0PSPRATHEAR 15' .90 30 OPR COVERAGE ANDD REDUCE RADIUSTOPPOVIANDSTUCTUREGE ANDiOREDUCEOVERTHROVVOMO WALLS, OVIDE I ONTO MEADIAINAPPROVED CONSTRUCTION TO ORIGINAIL WAU(S,STREETSANDSTRUCNPES. ® RAINBIRD 181250.MPRS 45EST POPLPSPRAY HEAD 4115' .EO 30 B RFINBIRD MV SAM PAS 45SST POPLPSPRAY HEAD 4130' 1.m 30 SLEEVING NOTE: AAILIFI i6 VALVE9i CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND WIRING THAT ....... . . 4` LIMIT OF WORD- CROSSES ALL SIDEWALKS AND HARDSCAPE. SEE SLEEVING TABLE ON �• _j �_ Ica.� _ _ _ THE LEFT. KEY MAP '� LU -- FROM EXISTING PA IAVALVES I4 RED W.EXIBTINGNUNLINE 6 VALVES FROM ARROW HEY LUU TOP.OC.V/ILLREMAIN IN PUCE.NEV/MANUNEANDVALVES FROM P.00.TOSOUTH,WILLSE BRANI NEW. FOR PRESSURE LOSS CALCULATION INFORMATION, SEE DETAIL M. NOTE: SHEET L-]. ~ CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING DISTURBED U) MEADIAINAPPROVED CONSTRUCTION TO ORIGINAIL INN KSEE 1,SHEETCITY is _ AAILIFI i6 VALVE9i ....... . . 4` LIMIT OF WORD- N �• _j �_ Ica.� _ _ _ SHEET KEY MAP Aft -1, ,5 " ""-a LIMITOFWORK 1 xn.Iv'-rTa vans r N.T.S. 6'MNNUNE I VALVE LEGEND'(' VALVE LEGEND'I - SLEEVE Z3 4f 4] 46 49 /-11 ]5 F16 90 411 56 I-15 41 I-30 35 Ids EX/Si. EXIST. IIIcaJs 15 F2 50 47 99 4f1 10] N] 95 /-11 44 I-16 41 Idi 51 Id6 �TJ If' EXIST. EXIST. b I} h3 D 101 F6 1-13 --0-0 8 413 -0-6 -1] Id1 I-3] 6] 99 64 34 14 18 ]�L s EX/Si. Ir W EX/Si. W 8] 49 gq /-iq 56 /49 45 414 48 I-18 35 I-33 35 I-38 '�i�� l Z5 45 ]6 419 90 415 5] 419 ZZ I -Z9 36 I-34 Q PLAN CROSS REFERENCES'Si ` D FOR NOTES AND LEGENDS, SEE THIS SHEET & L-5 VALVE SIZING KEY D FOR DETAILS, SEE SHEETS L-7 FOR SPECIFICATIONS, SEE BOOK SPECIFICATION PACKAGE VALVE # / 1n= -GPM FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L -S VALVE SIZE 314" 150 SSG. FT. SCALE: 1" =BD' C FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 & L-11 SITE H-3 (N/0 BRIDGE) 9/19/10 RG~611 ¢wt NIT ADLER rr 4r1 Melfi B'L;-v8 DESCRIPTION OF REVISION- .7 AMO NGA HAVEN AVENUE FROM 52+84 TO 66µ9y_ a HAVEN AVENUE GRADE SEPARATION IRRIGATION' PLAN ENGINEER RLA NO. 2832 FILE No. '"°DL L-6 -- FROM EXISTING PA IAVALVES I4 RED W.EXIBTINGNUNLINE 6 VALVES FROM ARROW HEY TOP.OC.V/ILLREMAIN IN PUCE.NEV/MANUNEANDVALVES FROM P.00.TOSOUTH,WILLSE BRANI NEW. 6'MNNUNE I VALVE LEGEND'(' VALVE LEGEND'I - SLEEVE Z3 4f 4] 46 49 /-11 ]5 F16 90 411 56 I-15 41 I-30 35 Ids EX/Si. EXIST. IIIcaJs 15 F2 50 47 99 4f1 10] N] 95 /-11 44 I-16 41 Idi 51 Id6 �TJ If' EXIST. EXIST. b I} h3 D 101 F6 1-13 --0-0 8 413 -0-6 -1] Id1 I-3] 6] 99 64 34 14 18 ]�L s EX/Si. Ir W EX/Si. W 8] 49 gq /-iq 56 /49 45 414 48 I-18 35 I-33 35 I-38 '�i�� l Z5 45 ]6 419 90 415 5] 419 ZZ I -Z9 36 I-34 Q PLAN CROSS REFERENCES'Si ` D FOR NOTES AND LEGENDS, SEE THIS SHEET & L-5 VALVE SIZING KEY D FOR DETAILS, SEE SHEETS L-7 FOR SPECIFICATIONS, SEE BOOK SPECIFICATION PACKAGE VALVE # / 1n= -GPM FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L -S VALVE SIZE 314" 150 SSG. FT. SCALE: 1" =BD' C FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 & L-11 SITE H-3 (N/0 BRIDGE) 9/19/10 RG~611 ¢wt NIT ADLER rr 4r1 Melfi B'L;-v8 DESCRIPTION OF REVISION- .7 AMO NGA HAVEN AVENUE FROM 52+84 TO 66µ9y_ a HAVEN AVENUE GRADE SEPARATION IRRIGATION' PLAN ENGINEER RLA NO. 2832 FILE No. '"°DL L-6 VI - BALLVABVEE 7CORSMAIBERY1Gx ANESS 51EELCONDIE WAFDS LU15U6E WO MOREL SCREEN GATE PC SILVER VALVE W BLACK LE: N.T.S. 9 UPS GREEN FCS175 YELLOW FIC ELL 518 PC^4�LN RED OF NOOEL1w.WS1 OL LOW: 80 PSI 1 SOURCE OF INFORMATION: RAYMOND ABEYTA 3' BY Mr SOURCE OF INFORMATION: RAYMOND ABEYTA ILAN II GAINED AXLE POE TO ei SUPPLIER: CUCAMONGA VALLEY WATER DISTRICT 2' PPEvvTW 1. ON 6' PHONE NUMBER:1909) 98]2591 CONTURCLETURE. BUNDLE PHONE NUMBER: 9101987-2591 30 � A�£59p LY 97 -GPM: 43 VALVE STATIC N/G PPM: STATION: H-16 GPM: 39 BD 'o 5 7' i ' h7Fw.TttV P FAIR WATER METER SIZE: 2R BY 85 DP 5.50 VDI M INS ANNE ORLEANS OFFERING 81 nr^oP,xou la r _ _ _ _ _ m ess IS GPM eme BACKFLOW DEVICE! 2" @ NOTE GPM 2' 6' ,•,, ,^•M" `EP&7&M m:nN m9 10' AN III•^r FLOW SENSOR: 11/4-9 1 GPM 0.50 P 43 GO 6 7 .E GPM Iw:AInE I 43 I 100 25037 39 " AreEP6DDr 7 GATE VALVE(S): 2112"9 43 GPM ^URIC,, .,. e,,,'IT ,.. {.^3. Y�..N •a 3"^^.a.::FI I 7.92 1 FIPPLE 43 DRI 5' xECTDF a.120 GPM 1.40 AUTOMATIC VALV� SIZE: 2- FOR 1P : ,.+sa',.,..:a'' 5' >ar}.a'w rw c.mE I 3' •Mxx XlsvmE T ND�tl�o IB' GPM 2.97 UNIT 9 GPM o"vixv'ilawie 3. 5.0' GPM 11' 120 19 GPM 0.50 TIGER 44 L.F.@ 19 GPM 0.76 0' 39 GPM 128 2. 13 LF.@ 43 IOP VIIION�. 2' CONCPEIEPAOIIENGMVAPFSNE vl Oxlu n��l mvol 45.]4 SYSTEM LOSSES SUBTOTAL: 120 29.79 IRRIGATION HEAD PRESSURE: Po, 124 PEA ETOD. ; DEC sxo,m[ ry 75'74 5'7.11' PPE FITTING LOSSES (5950E SUBTOTAL: NA7mNm - ODPANAIMNMVMx% 131 15TO IRRIGATION HEAD PRESSURE: 30.00 ELEVATION LOSSES/GAINS (ELEV. X.433) 5 B' 0'151 FITTING LOSSES °5 5OF SUBTL,: OTA i=SIGAINS(ELEVEN LEGUND RSYM '31EGJ:O WP Af]OEL 1 DEEP5' 1.50 ELASTIC -11 6' a. 12 12' 1541 TOTAL SYSTEM LOSSES: 1&1 80.23 a' p.A\G WYI0. xr 5' B' 1 FINISH GRACE �� CSIEEYE.. Mvlem. SAvmE r:� I CBS WIRE CONNONECTORS AN I - AN n LirO. minwelMl 65.00 4' F 12' 15'0 151 TNI M I 11-11 1TONTO It. I it II II II IIS- II II- II- II �1,1�� GIN MienYSTEMS fI Ife WIL �..'.� I11 PEACEprtS EGAIE FT FoR TO PISTAWTPN OF VALVE ELSE 2 [ISIALL WYIPOLVALVESAN110F1YFip!ASWLGNnESOPINPOSLMCIG 1 DIE urc W%1Ai PpMMG SIO SWPnDPOCN`PSOP TVPOSCVI S. 6AUA HG PLVALYFgIpKPWTOCF M -I TAp0rW10gFVAYiVflE0WFP%4 iOIALLq AYO VALREGATW ETCHED NOTAL (CARBON OR [DOUBLE FINISH GRADE v BNP BUICK 1 WOi1PLPIYG VALVE RUBBER CAP STAINLESS STEEL - CA MINIMUM°WCLAMP TWO !SI PLACES DATA CRUSHED RUSE D WASHED GATE BASE ACT 40 BRASS NIPPLE iO 4IBRASS NIPPLE GUPPY SUCH 40 BRASS o' ELL SLRH BRASS 90' STREET ELL SUPPLY ONE 04 BEGAN STAKE MAN LONG) NOTE: 1. RACE AGGREGATE PRIOR TO INSTALLATON OF VALVE BOX. QUICK COUPLER VALVE SCALE: N.T.S. RC #535 VE - SIZE ITIRESS DIAMENE TER O TIONITHE55V5E MISTEAL ONE 1. LLSSZEVESTOELI ELL W4 KORO• REcMNo OAlFDo B�EF\OUOLWPRESM 3i'NuxoMEPwiomroAPs's°A v�TGenY 4 STBIFMULS°CTON. SLEEVING DETAIL SCALE: N.T.S. RC #533 HR IALES 1. STAIF-RICGLWO'£ I I AND DISTANCEo°CA nuu[;[nF i MUWVa TO BE N51gILED AREA V91MV OF AS FARM TLEGEND ,�, DISTANCE VON rnow METER 5 AM SMU ESORHwO PI& 1 - .. ..... ..p. .. I,XFouuilEPx . B SVUJ`'RUli9iWWr MSTWIOPMFN OIAYSIPW EUS°o-4Ei41 � OF Eton FAST SIZE) I, OPC-WW.RPAR41ELTOS1 T. £ SCREEN NIRWPX SIWUSSµiB:EVER mmsm B. DOME RT\GS AN PEOVFF➢ NOT W%IECTOW OF DISnAAR NETALS i. VAIs PER R OL 51B FMUNEW BEFORE 01C1510W PREVEWER WAGE vaN'INE G 7 OR IARG ER ® _BACKFLOW PREVENTER( EXIST.)MASTER VALVE mSCALE: N.T.S. FIC #51] SCALE: N.T.S. FIC #516 NOTE: CONTRACTOR TO VERIFY LCCYPTON AND TEST EXISTING CONTROLLER ASSEMBLY. COWROLLE pSEMBLV SHALL CONFACOM TO CT• OF RANCHO COCAMONGA STANDARD$ SHOWN BELOW. STAND ALONE CONTROLLER WITH ANTENNA LRIBfl-0ONE ANTENNA EPDXY FILLED LOCATED ,'� mamrr. OUTSIDE OF BOX. (ACTL STALLATIOXILOCATION COAXIAL CABLE PER CRY AND LAl5EN5E REPRESENTATIVE ANNE I� MODEL OD ENSE E PER POLLER,m As POLANUI AIR EVERYTHING ELSE 13EXISTING I 1:.• ""^ IIISULLGIS�ISE D4TALLGOWNETIE WI WHO CEEPWPV HA Ito VOLT DUPLEX CAl5EN5E gxE55 W1 IN OUTLET OTI WEATHER TIGHT ELECTRICAL COIIOUITFTIII ITGS.+-^M CNTROLLER WIRED TOTAL cn.cE NOT SWTCHED "a INA I ANO .....v.v 1, RESETI� FI ES1I IEFIEGI G{5^XSERN ^ PAvsOnPPOrCTaXE0AP0 -o1A LIIEIIF3•] FAA ^ YOU mon. AN VOCT VOLT CO IT (It' LAN ALANG Ro' ANTENNA OF AN WENT INV III(, f NwiES+i VLAWAILTO EIICLCSUPE MOUNTIII INICI ITSLIEN ... TOOK N.IHSIALLWWWIIEfl FER AEa FPPITEDN51PVC1ONSN:O PEfl1DCAL WaELL M!ITOEEAPPROKDNFEWBYTECRYOISrOTOfl O i 1 - MAL mn 1. 11 FURM WN5TRW 2 WITfl%MWE5=61Px1£IO WRPESFP\9 R11MC PROVEN S CCITT R. ON_ 1 SMARMCEOF MEIN WTROLVYY£ AT 1PIf10!F IX1W WWc1WI0R 00.VIG---TTIOFAgMSTfl4VONE\CH L J OMIICFFEAITI OSF ISN NAPtC.E WR FURNEEZ BE PpTAL ACHOP''IGE NO ""'^ `• lmomPE-ryN6=fi-0W[0.0R SUE mm WAIVEO BEWME MIDWWPMWW- U. e. Ilii iii 111 5. WSNLESSHML6EAOE6 AWNIR%IERM9Pdtl1E 11 WWFALvers -'-'S - 6 AY@h"IAPoW 106E WNNECRD iO LCGLNOO NR o OFEFAVIE MITE cRYPAL S VAND CVRWMnFRFISYSIEM PPUF4Ue EACNOPTA\CE - 2. AUElECIPICALO--Z•ILEssxllLBEGflaImo-DFEAICLY WEE - BGFISWUWBEWPEDSMHTN7VY R IRF9, R ODES NOTNRY OFF - PC-CAISVISEWNM011➢1 CONTROLLER ASSEMBLY CONTROLLER (EXISTING ENCLOSURE) SCALE: N.T.S. FIC #524 SCALE: N.T.S. FIC 4522 IBM POS SCREFEN PERFORMANCE BTPLDAnn Ae VSSPBAYPAiIEANSANOLI!BBE' FEL COLOR NE SIZE QL GATE PC SILVER VALVE W BLACK LE: N.T.S. 9 UPS GREEN FCS175 YELLOW FIC ELL 518 ETCHED NOTAL (CARBON OR [DOUBLE FINISH GRADE v BNP BUICK 1 WOi1PLPIYG VALVE RUBBER CAP STAINLESS STEEL - CA MINIMUM°WCLAMP TWO !SI PLACES DATA CRUSHED RUSE D WASHED GATE BASE ACT 40 BRASS NIPPLE iO 4IBRASS NIPPLE GUPPY SUCH 40 BRASS o' ELL SLRH BRASS 90' STREET ELL SUPPLY ONE 04 BEGAN STAKE MAN LONG) NOTE: 1. RACE AGGREGATE PRIOR TO INSTALLATON OF VALVE BOX. QUICK COUPLER VALVE SCALE: N.T.S. RC #535 VE - SIZE ITIRESS DIAMENE TER O TIONITHE55V5E MISTEAL ONE 1. LLSSZEVESTOELI ELL W4 KORO• REcMNo OAlFDo B�EF\OUOLWPRESM 3i'NuxoMEPwiomroAPs's°A v�TGenY 4 STBIFMULS°CTON. SLEEVING DETAIL SCALE: N.T.S. RC #533 HR IALES 1. STAIF-RICGLWO'£ I I AND DISTANCEo°CA nuu[;[nF i MUWVa TO BE N51gILED AREA V91MV OF AS FARM TLEGEND ,�, DISTANCE VON rnow METER 5 AM SMU ESORHwO PI& 1 - .. ..... ..p. .. I,XFouuilEPx . B SVUJ`'RUli9iWWr MSTWIOPMFN OIAYSIPW EUS°o-4Ei41 � OF Eton FAST SIZE) I, OPC-WW.RPAR41ELTOS1 T. £ SCREEN NIRWPX SIWUSSµiB:EVER mmsm B. DOME RT\GS AN PEOVFF➢ NOT W%IECTOW OF DISnAAR NETALS i. VAIs PER R OL 51B FMUNEW BEFORE 01C1510W PREVEWER WAGE vaN'INE G 7 OR IARG ER ® _BACKFLOW PREVENTER( EXIST.)MASTER VALVE mSCALE: N.T.S. FIC #51] SCALE: N.T.S. FIC #516 NOTE: CONTRACTOR TO VERIFY LCCYPTON AND TEST EXISTING CONTROLLER ASSEMBLY. COWROLLE pSEMBLV SHALL CONFACOM TO CT• OF RANCHO COCAMONGA STANDARD$ SHOWN BELOW. STAND ALONE CONTROLLER WITH ANTENNA LRIBfl-0ONE ANTENNA EPDXY FILLED LOCATED ,'� mamrr. OUTSIDE OF BOX. (ACTL STALLATIOXILOCATION COAXIAL CABLE PER CRY AND LAl5EN5E REPRESENTATIVE ANNE I� MODEL OD ENSE E PER POLLER,m As POLANUI AIR EVERYTHING ELSE 13EXISTING I 1:.• ""^ IIISULLGIS�ISE D4TALLGOWNETIE WI WHO CEEPWPV HA Ito VOLT DUPLEX CAl5EN5E gxE55 W1 IN OUTLET OTI WEATHER TIGHT ELECTRICAL COIIOUITFTIII ITGS.+-^M CNTROLLER WIRED TOTAL cn.cE NOT SWTCHED "a INA I ANO .....v.v 1, RESETI� FI ES1I IEFIEGI G{5^XSERN ^ PAvsOnPPOrCTaXE0AP0 -o1A LIIEIIF3•] FAA ^ YOU mon. AN VOCT VOLT CO IT (It' LAN ALANG Ro' ANTENNA OF AN WENT INV III(, f NwiES+i VLAWAILTO EIICLCSUPE MOUNTIII INICI ITSLIEN ... TOOK N.IHSIALLWWWIIEfl FER AEa FPPITEDN51PVC1ONSN:O PEfl1DCAL WaELL M!ITOEEAPPROKDNFEWBYTECRYOISrOTOfl O i 1 - MAL mn 1. 11 FURM WN5TRW 2 WITfl%MWE5=61Px1£IO WRPESFP\9 R11MC PROVEN S CCITT R. ON_ 1 SMARMCEOF MEIN WTROLVYY£ AT 1PIf10!F IX1W WWc1WI0R 00.VIG---TTIOFAgMSTfl4VONE\CH L J OMIICFFEAITI OSF ISN NAPtC.E WR FURNEEZ BE PpTAL ACHOP''IGE NO ""'^ `• lmomPE-ryN6=fi-0W[0.0R SUE mm WAIVEO BEWME MIDWWPMWW- U. e. Ilii iii 111 5. WSNLESSHML6EAOE6 AWNIR%IERM9Pdtl1E 11 WWFALvers -'-'S - 6 AY@h"IAPoW 106E WNNECRD iO LCGLNOO NR o OFEFAVIE MITE cRYPAL S VAND CVRWMnFRFISYSIEM PPUF4Ue EACNOPTA\CE - 2. AUElECIPICALO--Z•ILEssxllLBEGflaImo-DFEAICLY WEE - BGFISWUWBEWPEDSMHTN7VY R IRF9, R ODES NOTNRY OFF - PC-CAISVISEWNM011➢1 CONTROLLER ASSEMBLY CONTROLLER (EXISTING ENCLOSURE) SCALE: N.T.S. FIC #524 SCALE: N.T.S. FIC 4522 IBM POS SCREFEN PERFORMANCE BTPLDAnn Ae VSSPBAYPAiIEANSANOLI!BBE' FEL COLOR PCSO10 PURPLE pC w GROWN PC SILVER P 0 ORANOE W BLACK We1RE 9 UPS GREEN FCS175 YELLOW PCS2W GLUE PC^4�LN RED OF WE LOW: 80 PSI 1 SOURCE OF INFORMATION: RAYMOND ABEYTA 3' BY Mr SOURCE OF INFORMATION: RAYMOND ABEYTA ILAN II HGL: 1405' ei SUPPLIER: CUCAMONGA VALLEY WATER DISTRICT 2' 4 1. ON 6' PHONE NUMBER:1909) 98]2591 CONTURCLETURE. BUNDLE PHONE NUMBER: 9101987-2591 30 0 97 -GPM: 43 VALVE STATIC N/G PPM: STATION: H-16 GPM: 39 BD 2' 5 7' i ' ITEM' P C I LOSS WATER METER SIZE: 2R BY 85 DP 5.50 WATER METER SIZE: 2- @ 81 B. 5' 0' IS GPM 6.00 BACKFLOW DEVICE! 2" @ NOTE GPM 2' 6' 2' 10' THROW FLOW SENSOR: 11/4-9 1 GPM 0.50 P 43 GO 6 7 UPS GPM 0.53 MASTER VALVE: 21 @ 43 GPM 100 25037 39 GPM 7 GATE VALVE(S): 2112"9 43 GPM 1.00 MAINLINE(CL 315: 21ST 1650LR@ 39 I2F 7.92 MAINLINE (CL 315ENTER 1940 L.F.@ : 43 DRI 5' r a.120 GPM 1.40 AUTOMATIC VALV� SIZE: 2- FOR 12T0 GPM 3.50 2' 3' GPM T 10' IB' GPM 2.97 UNIT 9 GPM 2 3. 5.0' GPM 11' 120 19 GPM 0.50 TIGER 44 L.F.@ 19 GPM 0.76 0' 39 GPM 128 2. 13 LF.@ 43 IOP (I 2' 6' 120 45.]4 SYSTEM LOSSES SUBTOTAL: 120 29.79 IRRIGATION HEAD PRESSURE: Po, 124 30.00 DEC 75'74 5'7.11' FITTING LOSSES (5950E SUBTOTAL: 131 15TO IRRIGATION HEAD PRESSURE: 30.00 ELEVATION LOSSES/GAINS (ELEV. X.433) 5 B' 0'151 FITTING LOSSES °5 5OF SUBTL,: OTA i=SIGAINS(ELEVEN DEEP5' 1.50 6' a. 12 12' 1541 TOTAL SYSTEM LOSSES: 1&1 80.23 a' 4' 5' B' AVAILABLE PRESSURE ILOWP: 12 100.00 15T 65.00 4' 5 12' 15'0 151 50 2' 5' 0' IT5'41 (+)15.00 SET PRESSURE REGULATOR TO: RESET 95.00 r i2x1r 'FINAL' 20x20' 9x23' I7SSr 0x10' SAID 16x16' VOLT HOME ARTY Ax39' Lx39' 9M4' RUN 4x12 RICAN RPRT 4xw 4x40' 15EPT - AREA 1X19' 5F 3' 2, 3, SHB z' sae to' i IN BOTTOM r 14 RARE 6' 5' 1' 4' 4 161 TUNISIA 6' 1' 7' 5' 10' 1 ,' 16' PENTO 6' 2' 5' 3' 1S 1 T# I6'I 22FSS 6' 1' 4' 6' 17' 21'1 22W55 4. 1.V. 5' T IN 12' FORTESSI 5' 2 a.Y' 15' W'I 221 HEWMMUNDEO NOZIlESWEEN 6MIBINA➢ON TO ACHIEVE CATALOG PERWRN.IANCE ATM PSI. NOTE: SCREENS WERE TL 0 AT GRACE FOR IO MINITES PRIOR TO TAXING CICTANLE LIMUREMENS. DISTANCES MAY VARY SVGNRY WNH HIGHER PRESSURES AND LONGER RUNTIMES. PCS SCREEN CHART SCALE: N/A 7alY;li i ON Pons IV NO XITVAAXXFIANWVAA L.NK.... eNO.A.,L,:ASTRUILL FG��L 'MEANING ONPASCA�,,, wm,. J EPDXY FILLED WATERPROOF MH FLOW SENSOR COCEECTOR OR RONALD. RNS- LONS. WHINE SERVILE LOOP ILOOP ENOUGH WIRE i0 ER END WIPE OLE 6' ABOVE GRAOEI SPLICE BOX COVER WITH LOCKING -TOP ETCHED 'B E' S' IN PLANIEfl AREAS FT. PEA GRAVEL AM 24 VOLT SPLICE SCALE: N.T.S. RC #540 PROJECT: HAVEN GRADE SEPARATION TANDSCAPEARCNITE-NArE $ITEPLANNINO 10t21-ATRADEE%RKSMEEr RANCHO CUCAMONGA CA 91730 IW914B4-2BDo FAL: 19W14M2802 DATE 4-4-05 RLA ND. 2834 BY: FAC DRAWN FAC PROJECT: HAVEN GRADE SEPARATION OUGHT BACKFILL SEE BY: FAC 4RCHITERRA JOB No. 0217 NO- SHEET STATIC PRESSURE HIGH: HOGGISH AT CAIII LOW: 100 PSI STATIC PRESSURE HIGH: 85 PSI WE LOW: 80 PSI FOR PRESSURE PRESSURE LATERAL SHAPE PIPE SOURCE OF INFORMATION: RAYMOND ABEYTA r HGL: 1405' SOURCE OF INFORMATION: RAYMOND ABEYTA ILAN II HGL: 1405' SUPPLIER: CUCAMONGA VALLEY WATER DISTRICT SUPPLIER: CUCAMONGA VALLEY WATER DISTRICT l I -III PHONE NUMBER:1909) 98]2591 CONTURCLETURE. BUNDLE PHONE NUMBER: 9101987-2591 AND TAPE AT 1 AND VALVE STATIONIGPM: STATION: 1.19 XT o -GPM: 43 VALVE STATIC N/G PPM: STATION: H-16 GPM: 39 ITEM' - P.S.LLOSS: ITEM' P C I LOSS WATER METER SIZE: 2R BY 85 GPM 5.50 WATER METER SIZE: 2- @ 81 GPM 4.90 PRESSURE REGULATOR: 2112° @ 85 GPM 6.00 BACKFLOW DEVICE! 2" @ 81 GPM 12.00 BACKFLOW DEVICE: Z. @ 85 GPM THROW FLOW SENSOR: 11/4-9 39 GPM 0.50 FLOW SENSOR: 11/4° BOB 43 GPM 1.50 MASTER VALVE: 2- @ 39 GPM 0.53 MASTER VALVE: 21 @ 43 GPM 0.65 GATE VALVE(S): 1 EVER @ 39 GPM 0.15 GATE VALVE(S): 2112"9 43 GPM 1.00 MAINLINE(CL 315: 21ST 1650LR@ 39 GPM 7.92 MAINLINE (CL 315ENTER 1940 L.F.@ : 43 GPM 10.60 AUTOMATIC VALA SIZE: 2" @ 39 GPM 1.40 AUTOMATIC VALV� SIZE: 2- FOR 43 GPM 3.50 LATERAL LINE SIZE: 3/4T 35 LF.@ 5 GPM 0.75 LATERAL LINE SIZE: RAN 74 L.F.@ Z GPM 2.97 1R 30 L.F.@ 9 GPM 0.54 1. 1911@ 11 GPM 0.54 11/4' 25 LF@ 19 GPM 0.50 TIGER 44 L.F.@ 19 GPM 0.76 2. 5LF. @ 39 GPM 0.60 2. 13 LF.@ 43 GPM (I 45.]4 SYSTEM LOSSES SUBTOTAL: 29.79 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 75'74 FITTING LOSSES (5950E SUBTOTAL: 2.29 IRRIGATION HEAD PRESSURE: 30.00 ELEVATION LOSSES/GAINS (ELEV. X.433) 2,20 FITTING LOSSES °5 5OF SUBTL,: OTA i=SIGAINS(ELEVEN 1.50 ELEVATION LOSS X.433) 3.74 TOTAL SYSTEM LOSSES: 80.23 AVAILABLE PRESSURE ILOWP: 100.00 TOTAL SYSTEM LOSSES: 65.00 (-)DEFICIT OR I+) RESIDUAL PRESSURE: (+)19.T7 AVAILABLE PRESSURE (LO COLORS (.)DEFICIT OR (+) RESIDUAL PPRESSURE: (+)15.00 SET PRESSURE REGULATOR TO: 95.00 PRESSURE LOSS CALC. III SCALE: N/A PRESSURE LOSS CALC. EHI SCALE: NIA BEDDING AND BRPROVIDE on MIN, ANCHES° IpUES vGTARA1lp W]P WIRPOLWWEATW DEGREE (IURGESNpAECIpY 2 FESSMESIM1YLYLPIc:21R'M:pSMAIIEfl IB'MN. p-3MTOP WftP24'NN.pFPlll TRENCHINGIDETAIL SCALE: N.T.S. RC #532 ` DESCRIPTION OF REVISION I DATE: JACOBOSKI CITY of RANCHO CUCAMONGA HAVEN AVENUE FROM 36+45 TO 52+84j. ` HAVENA VENUE GRADE SEPARATION :. IRRIGATION` DETAILS APPROVED BY: 1XAN. ��.�/0 , DECTLe. �s GPD TANDSCAPEARCNITE-NArE $ITEPLANNINO 10t21-ATRADEE%RKSMEEr RANCHO CUCAMONGA CA 91730 IW914B4-2BDo FAL: 19W14M2802 DATE 4-4-05 RLA ND. 2834 DRAWN FAC OUGHT BACKFILL SEE 4RCHITERRA JOB No. 0217 NO- SHEET SPEFOR MATERIAL AT CAIII PO% COMACTION PEOWRI WE FOR PRESSURE PRESSURE LATERAL SHAPE PIPE AN L r II INNTRENCH,O _II ILAN II -r,�� "LYLINE II TO DIAMETER PRESSURE SUPPLYLI:E l I -III E II-li III- CONTURCLETURE. BUNDLE I_- AND TAPE AT 1 AND XT o BEDDING AND BRPROVIDE on MIN, ANCHES° IpUES vGTARA1lp W]P WIRPOLWWEATW DEGREE (IURGESNpAECIpY 2 FESSMESIM1YLYLPIc:21R'M:pSMAIIEfl IB'MN. p-3MTOP WftP24'NN.pFPlll TRENCHINGIDETAIL SCALE: N.T.S. RC #532 ` DESCRIPTION OF REVISION I DATE: JACOBOSKI CITY of RANCHO CUCAMONGA HAVEN AVENUE FROM 36+45 TO 52+84j. ` HAVENA VENUE GRADE SEPARATION :. IRRIGATION` DETAILS APPROVED BY: 1XAN. ��.�/0 , DECTLe. �s GPD TANDSCAPEARCNITE-NArE $ITEPLANNINO 10t21-ATRADEE%RKSMEEr RANCHO CUCAMONGA CA 91730 IW914B4-2BDo FAL: 19W14M2802 DATE 4-4-05 RLA ND. 2834 DRAWN FAC :NECKED JRC 4RCHITERRA JOB No. 0217 NO- SHEET L-7 ----------------- --� — — -- _ - - -- -- -- - - --------- -- _ - , HAVEN AVE.__ LIMIT OF WORK LIM F WOI HAVEN AVE. NOTE: STRONG COMMENTS OLY_THIUBEET CONTRACTOR WILLRESPONSIBLE FOR REPLACING DISTURBED MEDIAN 24'1xox 250c SlanUard LANDSCAPE AND LIGHTING IN KIND, TO ORIGINAL CITU APPROVED - — - - — ..... — - - — - - — - - — - - — - - CONSTRUCTION DRAWINGS, SEE DETAIL J, SHEET LAE, N 35 y .: 1. d�Pil�i Z's ♦rte ♦/J - PER NSINSALLINIPFAft TION E05PIAMIT. NIGATKKIEWIPI.IFIR,NIDflFPWIPNGAPEI2 WHRONG t _LLBEINSFCATIm J IDR HOTINSTAULED PLAN ID AREASVMICNAflEN0i II15iPllF0 PEOP.F11A1N ®� LL 21 �0 r I` M CINRMCi0g511PZLFIXl01ViNE GEipILSNNBPECIFlGMNIS FCOBOM1PREPP1N11gI.FWRPR RANCHO CUCAMONGA. CA 917W J 1 gEWWEMENIS, BTN(INGPNOBALNFlLLPEWIREMBRS. CALLUIQ W�ml S. CONIMCIOBSNMLFMI19RIZEHIMSELSMFHSE1FVl11HALLUNDEAGBWIIDUF6111F$PIPESSIRUCNRES, J I .y ----------- - ------------- 1 O • TH DAIAAGEOFS.411NIOEPGRWNOFACKWES BONY Tree J 4, IIp FLAM1T11G5HNLBEOIXIEUN11LP1LOPER4ThMIS RICIXIJJNCIKKI \'IfINT1EU15IAWTNM10FlNF w ®� SMWLFA SYSTEM HAVE BEEN COMPLETED. NIPL GRADES HAVE BEEN EBTAWAUM. WE TIMIIING AREAS _ m SI llagroAa HAVE BEEN PROPEFLYGPADED MID PREPAREDAS SEEMED, N40 THEWORK APPROVED BY THECT'. LU E. ALL PLANT MATERIALS SHAM BE APPROVED FOR WALRY BY WE MANI) • __ - _ —__. Lu ® _. -.. - -- .. .._ — - —.-2 -- — 'o1 - HAVEN AVE. --- - - _ ,__MEDIAN _. s2s MEDIAN m , a CONTRACTOR 6 RESPUMBLE FOR NL REPAIRS HOUR REP1ACEMBITOFNIYOAMAGED LANDEGPEAREIS IT WORK Q Dale Palm BEYOND WE UNIT OF WORK NAT IS A DIRECT RESULTCF THEWIDSCAPE CMS UCNM ANDNR HIS SUk CONTRACTOR REP.ACEI.IEIROFMSSHNLBEF%ACFWRIGTEOFORGMALWOMORN UlrtM —9— — I. .. OTHETWEEAPPRUMMYTHEM.. _ .. T. WNNRIES SHOW ON WE LEGEND ARE FOR FSTMATE FUI WILY. FlWILWANNOES FOR PLANT J MATERIALS WSTALLED MALL BE GOVERIED BY WE INDIGTED"IT SPA NG REWIRED. //Y V'1 = O T.5 LIMITOFWORK 8. "' LIMIT OF WORK Lu ALUMINUM PRIVATE WIDSGPEARFAs,ACYY¢REN HEADER IS REQUIRES. FVRwuRTODRY STANDARDS Q9 V z NOOEINISHEREW, HAVEN AVE._. 9, CLENI LP WILL TAKE PUCE WI A DAILY RULES UNLESS OTHERVASEAPPROVED BYTHE PM. PaHnanrcLsw.lrcuspmam CL 10. WE DOLOONG SOIL AUEUDMEIRS SWll BE FOR BN PURPOSES ONLY.CUMFlNALCOILAI,IFN01AENi1YPE$N1Dp J SWPE FF/ MES ETOPE ENEEOLADIAFNOMLLR9WIMINE BE BASED ON SOIL TEST BELANTERPROVONED BHOLESONY CITY IYPENG P�ETpSAD64 CO x SHEETLAZ QA A N. CIXI Mon TOCWEI11A1E1VRHTHECRYOFMXHOWCAX MPRWRTOWNSTRWM4,TAGG04GOF E% ISOIIGMEESVRMINTIEMMMUMOBOFVIORKSHOlV11501HATFMI IGMEFSPAWSFNYBEEALVAGED FORPWISF MIIGmE TNG.SEEGENEPAINDHSIMBI, SNEET41. Cn — — — — — — — — — — — — — — — — .' 1� A A 1 F- 0 0 EE Bu• OA mA ¢o W we Tn LIMIT OF WORK MEDIAN N T3 „, WEST DRIVE 'B' NO14110FAA S;j 4CL� R� � •�cc'"6r`z�s@� HAVEN AVE 6 I I � 6 �—Ism ©1 �.11 6 -L�x1: Underground-rvice Alert SYMBOLLEGEND < Call: TOLL FREE TREES 1-800 SYM :. 422-4133 SIZE QUANTITY TWO WORKING DAYS BEFORE YOU DIG (qI LIMIT OF WORK STRONG COMMENTS OLY_THIUBEET GRYTCTAL. 24'1xox 250c SlanUard U) W PLANTING NOTES: F- StILII N 35 y .: 1. d�Pil�i Z's MEDIAN N T3 „, WEST DRIVE 'B' NO14110FAA S;j 4CL� R� � •�cc'"6r`z�s@� HAVEN AVE 6 I I � 6 �—Ism ©1 �.11 6 -L�x1: Underground-rvice Alert SYMBOLLEGEND < Call: TOLL FREE TREES 1-800 SYM :. 422-4133 SIZE QUANTITY TWO WORKING DAYS BEFORE YOU DIG (qI LIMIT OF WORK MAVEN ,A illilk R Pon SHRUBS CALL OUT SYM :• QUANTITY7 STRONG COMMENTS OLY_THIUBEET GRYTCTAL. 24'1xox 250c SlanUard U) W PLANTING NOTES: F- StILII N 35 y I60.c 1. CIXgMCi0p91ALLNOPFT1HELpVPNO WIGSGPEANCN11E4TOF6REOJNDIiN)IISIVHICNPflEYFM IB ys?t - PER NSINSALLINIPFAft TION E05PIAMIT. NIGATKKIEWIPI.IFIR,NIDflFPWIPNGAPEI2 WHRONG t _LLBEINSFCATIm J IDR HOTINSTAULED PLAN ID AREASVMICNAflEN0i II15iPllF0 PEOP.F11A1N ®� LL 21 �0 r W M CINRMCi0g511PZLFIXl01ViNE GEipILSNNBPECIFlGMNIS FCOBOM1PREPP1N11gI.FWRPR RANCHO CUCAMONGA. CA 917W J 1 gEWWEMENIS, BTN(INGPNOBALNFlLLPEWIREMBRS. CALLUIQ W�ml S. CONIMCIOBSNMLFMI19RIZEHIMSELSMFHSE1FVl11HALLUNDEAGBWIIDUF6111F$PIPESSIRUCNRES, J TREES 1!J SIC, MID WALLTA'(E DOLE RESPONSIBILITY FOR TIE REPAIRWEPLREMEM,, Ai11OCOSti01NE COY, ANY MAVEN ,A illilk R Pon SHRUBS CALL OUT SYM :• QUANTITY7 A STRONG COMMENTS OLY_THIUBEET GRYTCTAL. 24'1xox 250c SlanUard U) W PLANTING NOTES: F- StILII N 35 y I60.c 1. CIXgMCi0p91ALLNOPFT1HELpVPNO WIGSGPEANCN11E4TOF6REOJNDIiN)IISIVHICNPflEYFM IB �LU - PER NSINSALLINIPFAft TION E05PIAMIT. NIGATKKIEWIPI.IFIR,NIDflFPWIPNGAPEI2 WHRONG /� r I DATE: _LLBEINSFCATIm J IDR HOTINSTAULED PLAN ID AREASVMICNAflEN0i II15iPllF0 PEOP.F11A1N ®� LL 21 SPECIFlGTKKIE. r W 2 CINRMCi0g511PZLFIXl01ViNE GEipILSNNBPECIFlGMNIS FCOBOM1PREPP1N11gI.FWRPR RANCHO CUCAMONGA. CA 917W J 1 gEWWEMENIS, BTN(INGPNOBALNFlLLPEWIREMBRS. CALLUIQ �i S. CONIMCIOBSNMLFMI19RIZEHIMSELSMFHSE1FVl11HALLUNDEAGBWIIDUF6111F$PIPESSIRUCNRES, J TREES RLA NO. 2832 �DR/1'W SIC, MID WALLTA'(E DOLE RESPONSIBILITY FOR TIE REPAIRWEPLREMEM,, Ai11OCOSti01NE COY, ANY 1 O • TH DAIAAGEOFS.411NIOEPGRWNOFACKWES BONY Tree J 4, IIp FLAM1T11G5HNLBEOIXIEUN11LP1LOPER4ThMIS RICIXIJJNCIKKI \'IfINT1EU15IAWTNM10FlNF w ®� SMWLFA SYSTEM HAVE BEEN COMPLETED. NIPL GRADES HAVE BEEN EBTAWAUM. WE TIMIIING AREAS _ m SI llagroAa HAVE BEEN PROPEFLYGPADED MID PREPAREDAS SEEMED, N40 THEWORK APPROVED BY THECT'. LU E. ALL PLANT MATERIALS SHAM BE APPROVED FOR WALRY BY WE MANI) • W �+ T3 INSTRUTIGI.FILM. LOCATION OF All PLANT MATRXWALL BES'JRIECT TO APPROVAL BYA REPRESENAINE SooN•m Magm6a w J.H OFTHEECRYPRUNNEXCAVAPON. y (() a CONTRACTOR 6 RESPUMBLE FOR NL REPAIRS HOUR REP1ACEMBITOFNIYOAMAGED LANDEGPEAREIS L4 O W Dale Palm BEYOND WE UNIT OF WORK NAT IS A DIRECT RESULTCF THEWIDSCAPE CMS UCNM ANDNR HIS SUk CONTRACTOR REP.ACEI.IEIROFMSSHNLBEF%ACFWRIGTEOFORGMALWOMORN UlrtM z OTHETWEEAPPRUMMYTHEM.. F® T. WNNRIES SHOW ON WE LEGEND ARE FOR FSTMATE FUI WILY. FlWILWANNOES FOR PLANT J MATERIALS WSTALLED MALL BE GOVERIED BY WE INDIGTED"IT SPA NG REWIRED. //Y V'1 = O T.5 Plalmusaxemosa 8. WHENEVER SHRU MOUNDOVER AHEAD ME HIDDEN! TO TUFF AREAS OR PUBUCIANSCAPE AREAS ME o ALUMINUM PRIVATE WIDSGPEARFAs,ACYY¢REN HEADER IS REQUIRES. FVRwuRTODRY STANDARDS Q9 V VINES NOOEINISHEREW, Q 9, CLENI LP WILL TAKE PUCE WI A DAILY RULES UNLESS OTHERVASEAPPROVED BYTHE PM. PaHnanrcLsw.lrcuspmam CL 10. WE DOLOONG SOIL AUEUDMEIRS SWll BE FOR BN PURPOSES ONLY.CUMFlNALCOILAI,IFN01AENi1YPE$N1Dp SWPE FF/ MES ETOPE ENEEOLADIAFNOMLLR9WIMINE BE BASED ON SOIL TEST BELANTERPROVONED BHOLESONY CITY IYPENG P�ETpSAD64 CO SHEETLAZ QA A N. CIXI Mon TOCWEI11A1E1VRHTHECRYOFMXHOWCAX MPRWRTOWNSTRWM4,TAGG04GOF E% ISOIIGMEESVRMINTIEMMMUMOBOFVIORKSHOlV11501HATFMI IGMEFSPAWSFNYBEEALVAGED FORPWISF MIIGmE TNG.SEEGENEPAINDHSIMBI, SNEET41. A STRONG COMMENTS OLY_THIUBEET GRYTCTAL. 24'1xox 250c SlanUard 42 W a F- StILII N 35 BTF I60.c W EITFIBronn Tmnkl 9 IB �LU - SKlnnn'Vcleanee /� r I DATE: J TREENINE LEGEND ®� 15 21 AIICHITERRADESIGN GROUP:— LANDSCAPE ARCHITECTURE SON PLANNING 10221-ATRADEMMK STREET r DRAWN SYMBOL RANCHO CUCAMONGA. CA 917W y. E� 1 O CALLUIQ BOTANFA NAMP O.OAMONNAMF SCALE: 1"=30' J TREES RLA NO. 2832 �DR/1'W 1 m • TH BaNIHMblonpoWlnGs BONY Tree LU ®� O T8 Magmfagran4Mra MAes.c Beauly SI llagroAa LU • z �+ T3 Magroma grmRMra 1la,estc Beauty SooN•m Magm6a J.H x L4 O PM1cenutlxly4lera Dale Palm �U O T.5 Plalmusaxemosa carnomlasramau fn • o Q9 V VINES 0 � VI ® . PaHnanrcLsw.lrcuspmam eosonny Qe< "• CO QA l� y:�' +�llYLIMITOFWORKONA�a =_ ELI MEDIAN + EAST 1 MULCH NOTE: CONTRACTORSS1XNLINSTALLA4'LAYER OF SHREDDEDMULCH INALL SHMUBAREAS. MULCNI-10 SNALL EWOOOFlBER PIATEMP A(SM MADE BYAWESU EO EDUAL11SSUBAITSWPLEOFMYAL E'PNADVE IATERALLPRORTOR PURCfIFSEMDMRPL CEMEWFOROVMER'SREPESEWAME'S APPROVAL SIZE STRONG COMMENTS OLY_THIUBEET GRYTCTAL. 24'1xox 250c SlanUard 42 W 35'Uox 2Oo.o, 36 -Bazin 41 67 Metlim ONY HAVEN AVENUE 24'Wx 2O'o.c StILII N 35 BTF I60.c W EITFIBronn Tmnkl 9 IB & VINE 'PLANTING P - SKlnnn'Vcleanee /� r I DATE: 24'bOx 30'0C. SANDA 15 21 PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET L-12 FOR SPECIFICATIONS, SEE BOOK SPECIFICATION PACKAGE FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 FOR CORRESPONDING SHRUB PLANTING PLAN, SEE SHEET LI -10 r SHEET KEY MAP N.T.S. IN L-8 CITY of RANCHO CUCAMCJ 0,4AOsowE HAVEN AVENUE FROM 36+15 TO 52+84 HAVENA VENUE GRADE I SEPARATION \ 9� OF ICU � 3 TREE & VINE 'PLANTING P - APPROVED BY: /� r I DATE: CITY ENGINEERr/' - RCE N • • DESIGN GPD AIICHITERRADESIGN GROUP:— LANDSCAPE ARCHITECTURE SON PLANNING 10221-ATRADEMMK STREET r DRAWN RANCHO CUCAMONGA. CA 917W y. E� - GPD (9D3)40928M PAR (M) 484-2302 � SCALE: 1"=30' CHECKED RLA NO. 2832 �DR/1'W inc DATE 3-4-05 FILENo. 1 IN L-8 V_T T I T-5 WEST ,q WEST x4 le WEST x411 WEST 24 B ® I LIMIT OF WOR �� LIMITOFWORK x4 3 WES 24w3 WEST r� I LI ORK + + ro 00 LU° HAVEN AVE. 0)1 2• U1 H• 0 sex MEDIAN erf MEDIAN v67.E16V C) - O -N e. I RK U) 9 Underground Service Alert Call: TOLL FREE P(® 1-800 422.4133 TWO WORKING DAYS BEFORE YOU DIG SYMBOLLEGEND TREES CALL OUT SYMBOL SIZE QUANTITY (gal.l6Dx) SHRUBS CALL -OUT SYMBOL QUANTITY NOTE: I_� CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING DISTURBED MEDIAN LANDSCAPE AND LIGHTING IN KIND, TO ORIGINAL CITY APPROVED CONSTRUCTION DRAWINGS, SEE DETAIL K SHEET L-12. 1 I ml I i r w EAST 2T EAST EAST Cn w r1_1wT OF WORK -HAVEN AVE. PLANTING NOTES: L CONTRACTOR SN4LL NOTFY NE CITY MIDw1psGPEAgLH1IFCi OF BrtECONOMON3 VMIEH PMMT 1RaMJ RKKI PERPwI$NNSPEGIRGPg1S CWTBACM` SHNLBERESPONS1BIE FOR REMONNGNID REIISTALUNGIMKIMPON COMMENT, MID REAA ANG AREAS \'NIGH ARENDTINSTALLED PER PINI NID SPEGFlGTgIS 2 CONTRACTOR SHRILL FCLLOWTHE DETAILS MU SPEGFICAHCN9 FORSOLPRFPPPAlIg1, PLANT PR REWIREMENTS, STAUNGNN BACKPILpEW IflFA!EMS 3. CCRMLkCTCT SNPll FAMNARIENIF15ELFMERSFIF\YID NLUNDERGRWND MUMES RPM SIMCNES, ETG.NID$WLTAHEsaIERESNNISIeIun MR WEREFNPIAEAACEMEeR, ATUO CWTTGNE CITY, MY DAIAAGE OF sAlp a I+p ERG q W n0 igcnmEs. 4 Ip RANNNGSHPILSE0.YlEVN11LALL WFAAN[NSIMCNYWNCBWWIIHTHEItI5TP1UNON CFIHF .. SPBINXLEfl SY51W NAVE BEE110JIAPlEIET,FlNN.GRNE$HgVEBEEi1 F5iPElIS4ED,TNEPLANIIYGARFAS 1NVEBEEN PROPFAIYGPApEOANDPflFPAPF0 g55PECIF1FD, pHOT1EWORCAPPPGVED BTTNECIIY. 5. NLPUMCH1. FNNLS VBFAPPflGVED MAR gL BYIBESUWE'DIANDSI'APE BYACi RUDI0 ItISTAWTKKI. FWNLOLATIXIOFPLLFWRMAIFAWLSNNLBESUBJECTiO PPPPWNBYARFPRF5E11iAlIVF OF 1HE Cm PRIOR TO IXGVAROI. 6 BU' 4DWEUMgOFVISBWTW AREPNRSEILTOFFEMDFIROFAN/DAUCW4MD,VRHO EA$ BEYWDNEUMDof vrowLTlwTIsnDlgEcrgEsnraFTI+E w1DswEmvsmucTlor+u+D,Opxlssua OIYTMCTCp EONEDBYTHEC SEHALLBFF%ACTDVPJCAIEOFOflIGINPLWORNCpiwR$VIIIFSE oMFmvIBE AveflovEo ev ME cm. i. WANTRIES SHOMI OH NE LEGENO ME FOR ESTIMATEPUHNS'ES gRY.Flt1ALWAVifTIF$ FOR HART MgTERIAt51N5TPLLFfl SHN1 BEG0VFR11F08YT1FIINICAT:DRAIITBPACNIG gEWIgEp. e. WAFI1EVEfl E4flVBGRWI+OLGVERMEMMEAWACFM iONRFAREA$ORPUBIIC WIDSGPEMFA$APE P➢JACEITTOPRNATEwIDSCAPEMEPS,q PANCPEiEHEMEq ISpEWIREp, PJpSUPM iOCm BTANDM05 0.NOOFTAASNERECII. B EIE PBHNLTAEMGEU4ADNLYWISUMEEC01TEfi EAPPNOVEDBYTHECm. 10. MEFM=InWLMe4DMFMSSNALLBEFMEIDMRWASESORY. RNAL5OLAMUNDMENTUPESMD WNEAR ARE DECIDE SCIL ADESNOMELTIMITMINSRUBFLAWED HUB OUNNGR METAL00KK 9 EEIU ILASAflEiOflECFfJECOhP➢MFNOMFNRWIIHINSHBVd PWBEB NIXFS OILYPEBDETNIS k08Q S4EET412 II. IXWRNCTORTONRDIFMM\YAMNECm OFRPNW0MGMU4O PRpRTOW64 UCTOtI,TAGGIIIGOF IXISTIIGMEESWTMIIINEMEDVNUMITSOFWOW( MNWD ATFSISTIIGTREESPAWSMAYBESNVA M FDOTi4N5R.VlNIGWELOGTNG, SEE OENERPL NOTES (910). BHEET41. TREENINE LEGEND SYMBOL CPII IDI HITANOAI NAM F COMMON NAMF O BEES Td BlxhycNOOnpOWlneus BONG Tee &'1 EAST 4 xl 13 T-2 Magmfw g1aM01wa Maleste Beauty Scull Magm4a OTO hlagmlu9randliara Maleslia Beauty SOulbem Magm4a OTS PWYIdI Date Path CAT -5 Plautus ramm m Cadomla Sycelrme VINES ® VI PaMenmisms Bkesddata Bastaniq w— w co LIMITOF MEDIAN T,, MEDIAN ------------- MULCH NOTE CONTRACTOREAS SHALL INSTALL A 4' RAVER OF SHREDDED MULCH IN All AFEAS MULLGJISHAU. EW000 BERRMATEHIALAIS MA�EBYAFEESIA ED EOVCd1. SUSAWDUST BAITSSAAMPLEOF�ALTERNATVEMAiERALP47 PI0040 PURCHASE MOOR PLACEMENTPOROWNERSREPFESENTATVES F—.1011 SIZE SPACING COMMENTS OWIHISSHEEI OTYTOTA 24 -WH 25'o.c SWdad 40 M _ III OBOE. »� , , �'. i2.� • zT S'.,..kr4n_,p '�:r� BY l�}� �r SCALE I"=30' � I— 24-Im 21D.c. YJ 51 (-fnI .: , I:sT;'r��"�'nu�r'...., IS= 'W 9 18 MOY en leanecl 24'Wx Mae, Stallard 12 0 _3fTj�� ab,• �i $t 9+D=' f + + + + fLs.. ;1bs4.�: U �..�,,Ti�WiS. .'`x"'Sw+Fx'(' J I — ® W • m la HAVEN AVE. °LU a oDO 13 13 13 13- HAVEN AVE. U I® sT-0 MEDIAN MEDIAN sx o e� .: a � + '. u ZS'�ah�•h f�iaw,.�l��4r -� + f ?1Y:i^�>r4 � + f + 6'' �};rFvY'Gcl�tJ'A. + f + ��,?InY, on'.. a`.'qi,; f � _�" ts,� • + , Y 1 0- •ia ',. 'Tk • I• $+'L' 1`'x�i53�i i _.-+- L f _f OF W OR ®- \ a - •_--_. .-___ •TJ _.._ 24 EAST Fecr x4 3 WES 24w3 WEST r� I LI ORK + + ro 00 LU° HAVEN AVE. 0)1 2• U1 H• 0 sex MEDIAN erf MEDIAN v67.E16V C) - O -N e. I RK U) 9 Underground Service Alert Call: TOLL FREE P(® 1-800 422.4133 TWO WORKING DAYS BEFORE YOU DIG SYMBOLLEGEND TREES CALL OUT SYMBOL SIZE QUANTITY (gal.l6Dx) SHRUBS CALL -OUT SYMBOL QUANTITY NOTE: I_� CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING DISTURBED MEDIAN LANDSCAPE AND LIGHTING IN KIND, TO ORIGINAL CITY APPROVED CONSTRUCTION DRAWINGS, SEE DETAIL K SHEET L-12. 1 I ml I i r w EAST 2T EAST EAST Cn w r1_1wT OF WORK -HAVEN AVE. PLANTING NOTES: L CONTRACTOR SN4LL NOTFY NE CITY MIDw1psGPEAgLH1IFCi OF BrtECONOMON3 VMIEH PMMT 1RaMJ RKKI PERPwI$NNSPEGIRGPg1S CWTBACM` SHNLBERESPONS1BIE FOR REMONNGNID REIISTALUNGIMKIMPON COMMENT, MID REAA ANG AREAS \'NIGH ARENDTINSTALLED PER PINI NID SPEGFlGTgIS 2 CONTRACTOR SHRILL FCLLOWTHE DETAILS MU SPEGFICAHCN9 FORSOLPRFPPPAlIg1, PLANT PR REWIREMENTS, STAUNGNN BACKPILpEW IflFA!EMS 3. CCRMLkCTCT SNPll FAMNARIENIF15ELFMERSFIF\YID NLUNDERGRWND MUMES RPM SIMCNES, ETG.NID$WLTAHEsaIERESNNISIeIun MR WEREFNPIAEAACEMEeR, ATUO CWTTGNE CITY, MY DAIAAGE OF sAlp a I+p ERG q W n0 igcnmEs. 4 Ip RANNNGSHPILSE0.YlEVN11LALL WFAAN[NSIMCNYWNCBWWIIHTHEItI5TP1UNON CFIHF .. SPBINXLEfl SY51W NAVE BEE110JIAPlEIET,FlNN.GRNE$HgVEBEEi1 F5iPElIS4ED,TNEPLANIIYGARFAS 1NVEBEEN PROPFAIYGPApEOANDPflFPAPF0 g55PECIF1FD, pHOT1EWORCAPPPGVED BTTNECIIY. 5. NLPUMCH1. FNNLS VBFAPPflGVED MAR gL BYIBESUWE'DIANDSI'APE BYACi RUDI0 ItISTAWTKKI. FWNLOLATIXIOFPLLFWRMAIFAWLSNNLBESUBJECTiO PPPPWNBYARFPRF5E11iAlIVF OF 1HE Cm PRIOR TO IXGVAROI. 6 BU' 4DWEUMgOFVISBWTW AREPNRSEILTOFFEMDFIROFAN/DAUCW4MD,VRHO EA$ BEYWDNEUMDof vrowLTlwTIsnDlgEcrgEsnraFTI+E w1DswEmvsmucTlor+u+D,Opxlssua OIYTMCTCp EONEDBYTHEC SEHALLBFF%ACTDVPJCAIEOFOflIGINPLWORNCpiwR$VIIIFSE oMFmvIBE AveflovEo ev ME cm. i. WANTRIES SHOMI OH NE LEGENO ME FOR ESTIMATEPUHNS'ES gRY.Flt1ALWAVifTIF$ FOR HART MgTERIAt51N5TPLLFfl SHN1 BEG0VFR11F08YT1FIINICAT:DRAIITBPACNIG gEWIgEp. e. WAFI1EVEfl E4flVBGRWI+OLGVERMEMMEAWACFM iONRFAREA$ORPUBIIC WIDSGPEMFA$APE P➢JACEITTOPRNATEwIDSCAPEMEPS,q PANCPEiEHEMEq ISpEWIREp, PJpSUPM iOCm BTANDM05 0.NOOFTAASNERECII. B EIE PBHNLTAEMGEU4ADNLYWISUMEEC01TEfi EAPPNOVEDBYTHECm. 10. MEFM=InWLMe4DMFMSSNALLBEFMEIDMRWASESORY. RNAL5OLAMUNDMENTUPESMD WNEAR ARE DECIDE SCIL ADESNOMELTIMITMINSRUBFLAWED HUB OUNNGR METAL00KK 9 EEIU ILASAflEiOflECFfJECOhP➢MFNOMFNRWIIHINSHBVd PWBEB NIXFS OILYPEBDETNIS k08Q S4EET412 II. IXWRNCTORTONRDIFMM\YAMNECm OFRPNW0MGMU4O PRpRTOW64 UCTOtI,TAGGIIIGOF IXISTIIGMEESWTMIIINEMEDVNUMITSOFWOW( MNWD ATFSISTIIGTREESPAWSMAYBESNVA M FDOTi4N5R.VlNIGWELOGTNG, SEE OENERPL NOTES (910). BHEET41. TREENINE LEGEND SYMBOL CPII IDI HITANOAI NAM F COMMON NAMF O BEES Td BlxhycNOOnpOWlneus BONG Tee &'1 EAST 4 xl 13 T-2 Magmfw g1aM01wa Maleste Beauty Scull Magm4a OTO hlagmlu9randliara Maleslia Beauty SOulbem Magm4a OTS PWYIdI Date Path CAT -5 Plautus ramm m Cadomla Sycelrme VINES ® VI PaMenmisms Bkesddata Bastaniq w— w co LIMITOF MEDIAN T,, MEDIAN ------------- MULCH NOTE CONTRACTOREAS SHALL INSTALL A 4' RAVER OF SHREDDED MULCH IN All AFEAS MULLGJISHAU. EW000 BERRMATEHIALAIS MA�EBYAFEESIA ED EOVCd1. SUSAWDUST BAITSSAAMPLEOF�ALTERNATVEMAiERALP47 PI0040 PURCHASE MOOR PLACEMENTPOROWNERSREPFESENTATVES F—.1011 SIZE SPACING COMMENTS OWIHISSHEEI OTYTOTA 24 -WH 25'o.c SWdad 40 M _ III OBOE. 35'HOvin 26 BY GPD SCALE I"=30' Median Only 24-Im 21D.c. SMMard 51 85 37 IS= rumnT nN) 9 18 MOY en leanecl 24'Wx Mae, Stallard 12 0 5Gal. IS'O.C. 39 TO PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET L-12 FOR SPECIFICATIONS, SEE BOOK SPECIFICATION PACKAGE FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 FOR CORRESPONDING SHRUB PLANTING PLAN, SEE SHEET L-11 SHEET KEY MAP _—eA QBMeVeo CITY of RANCHO CUCAM,O..NGA HAVEN AVENUE FROM 52+84 TO 66+95 TREE & VINE PLANTING PLAN GA. CA D2N WDER KIMa�C4 L-(1 RLA NO. 2832 DRAWINOG NO. FILE No. 222 CITY ENGIN AM DESIGN WAI GPD DRAWN GPD SCALE I"=30' CHECKED JRC GA. CA D2N WDER KIMa�C4 L-(1 RLA NO. 2832 DRAWINOG NO. FILE No. 222 ----------- - — — ---------------------------------------- ---------- _- LIMIT OF WORK HAVEN AVE. NOTE: I J CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING DISTURBED MEDIAN IN KIND, TO ORIGINAL CITY APPROVED CONSTRUCTION DRAWINGS, SEE DETAIL J, SHEET L-12. J HAVEN AVE._ LIMITOFWORK it r U� ♦rI-� V! — _ _ — _ _ — _ _ — _ _ — _ _ —— H-• `------ _ -------------- ��------------_=___-----___-____------_______-__-------------� V • �e LLI 53 59 - 55 — Si - Si 59 �&3 ,� DO HAVEN AVE.- 45 1B ��,8 I- LIMITOF WORK m v <1 r- - _ - _ LIMITOFWORK -"-" LIMITOFWORK HAVEN AVE.— — lui PLANTING NEAR ROCKSCAPE NOTE: I. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ONLEMER SPACING POCKSCPOPIE YMICSII IpLL0YI5 FOR SSNRUBS TOMPLANTED CLOSEUEMGIN). FOR 2 TREES MUST BE PLANTED A MINIMUM F M1' HALF FTN IR MI PM A MI DTH O ONE A E ELEMENTS LANLE EN TH FROM WARE WALLS LURES ANOOH WO LD OSCAPEELEMENTS W8IERE GREATER PIMPTSPACE SR PACE MAY TREES WHICHWIN 4O OF CKSCARMSE REOUIRE 8 ROVIDORHAT THEfl PRE ROOMER ER EAIRYAEPGMEDYIILHINPURCCKSUCHAPROVIDEDTHATTHERE ARE NOOTHEfl ELEMENTS BEYgJOTUE ROGNSCAPE SUCHAS WANfu WALLS OR CURBS) WNEBE�SSIBLLEE��}}RREESSHOVLQIECOWIENGEDCLEARL''CANTING. REDUCED BY ROCIIDEROfTOA DEGREE E EE MER ET, W SE STANDARDS TAN ARDS CANNOT BE REDUCED ,THEN IN ME INTME EGREEVM PROVIDING T SE S, WE CAR FOLLOWED, THEN IN THE INTEREST OF PROVIDING TREES WE CAN COMPROMISE ON THE SOM ERSOF THOSE BUT MUSTREES TOSPCT CAPE TREES MAYBE PLANTED WNHIN2 OF ED ABOVE. TRE SREQUIRING M UIRINGAT STILL RESPECT CLEARANCES GAREA SHOULD DIVOTITEMS AEMIpNER ABOVE. TREESSREUST TO AV IDTOUMTPG HE ROCKEASHOUND HEADER inM TRUNK. THAN I'.JUSTTOAVOIp TOUCHING THE ROLKSCAPE AND HEADER WITH THE TRUNK. MULCH NOTE: CONTRACTOR SHALL INSTALL A 4' GYEH OF SHREDDED MULCH IN ALL SHRUB AREAS IIid2-IN GROUNDCOVER AREAS), IXCEPTIN HYDROSEEDEOAPFAS. MULCH SNNL BEWOODfISER ANTERIAL AS MADE BY ARTESIA SAWDUST 13CRONTARIO AVE ONTARIO, CA 91791 (BAR 9175-310REOUNI. SUBMIT SAMPLE OF MY ALTERNATIVE IMPERIAL PRIOR TO PURCHASE ANOAJRFLACEMEM FOR OWNER'S REPRESENTUIVESAPPROVAL STRAP LEAF PLANT NOTE: ALL SWAPLEAFPLANTSTOBESUMDADOMONAL ITBEHIND SIOENAIH, SLOPE NOTE: CONTRACTOR TO INSTALL JUTE NETTING W ALL 2:I SLOPES WITHIN SHRUB AREAS. USES' 011 SAME STAPLES 4 0 C.INSTALLNETHNG PER MANUFACTURES RECOMMENDATONS TWO WORKING DAYS BEFORE YOU DIG QUANTITY� v PLANTING NOTES: 1. CONTRACTOR SHALL NOPFYTHE CITY AND LANDSCAPE ARCHRECFOFSTE COM) ONSVMICH PREVENT INSTPLAl1IXI PEA PJNSAlI05PECIFlGMNIO. f/JIRMCNfl SHPIL BE PESPD.NSIBIE FGR REMOVING MID REANSTALUNG IRRIGATION ECUIPMEM MID REPLANTING AREAS WHICH ARE NOT WSFALLM PER PUSH AND SPECIFlGPWS. 2 WIRMCIOP SHgLL FOLLOW ME DETAILS MIT SPECIFlGNTO S FOR SIL PREPARATION. PJMPR REQUIREMENTS, STANINOANOBAC!(FILLPEWIPEUF)IIS. 3, CONTRACTOR SHALL FAMIUME HIMSELfMEASELFWITH All UNCEAGPWIN UTILITIES. PIPES STRICTURES, ETC.ANOBWILTMES ERH5Po BMYFORLAEREPMRWEPLACWM ,,ATIIO=TOMECU,,MIY RMARGE O F SAID UNDEAGR W ND FACRICFS. 4. NO PUMUNG SHPll BE CONE UIMLML OPERATORS III CIXWNCTKKI WITH ME INSTMUPgI C£THE SPRINnEBVSTEMMVEBEENWIAF(£TIEDNW.GPA➢E MN BEEIIFSTARDSHEDMENNIFWGMEAB NAVEBMIPPOPMLYGP MMtDPPEPMMASSPECIRM..MDTHE\WMMPRMMBYTHEC".. S. Alla IMTERIMS FRAIL BE APPROVED MR QUALITY BY ME CHYAND WIDSGPE ARCHITECT PRIOR TO INSTARMIW FIIIML=G CFA PLNRMATEflULENP11BEWWECTTOMPMVMBYARURFSFMAPVE OF WE CITY PRIOR TO IXGVARON 8. CONTRACTOR IS RESPONSIBLE FORM -1. REPARS NIDAfl REPLACEMENT OF ANY DAMAGED UIDSCMM AREAS Mi N E U MR OF W OPK TTIAT IS A DI RECTI RFSULT OF THE UI DSCAP E MISTRUCNNV MlaOR HIS SUB COMPACTOR PFAACEMFMIMASSHALLBEWCTDURICATEOFORI U1 LVMMORPURS,UNLFSS OTHER\NSEAPPROVEDBYTHECITY. i. WWWRES SHOWN IXI ME LEGEND ME FOR GRI PURPJSESONLY."IN. WNITRIES FOR RANT MATERIALS YISiMW $HALL BE(M ENIED BY ME INDICATED PNRSPACING REWIRED. 0.\4HEIIEYEASNgUDGRWN000VEAAREA$pREAD1ACERMNflFARFA00fl NPLCU105GPEAPHSAPF AMACEMTO PRIVATE Ul05GPEAREAS, ACGICRETEMMEN IS REWIRED, NRSUANT TO CITY STNIDNIDS MIDDUNLSH AEON, 9. CUMI RAI TAPE RUMEON A DAILY MSG UNLESS OTHERMSE APPROVED BY ME CRY. 10. TILE FOLLOWING ReLAMENDMBTIS SRM. BE FORBID PURPOSES DAILY. RIALRYLANENDMEIRTYPESNID ROPE AEFSASSHgMgELIBOE PRECEFNVCENBULL IPL➢TMESETDIMENTSAlWITHIN SW PNR NBPNq NYgCIIYUDD1LWTIIPGECgWpESTTNPW5 AD2 4 WEUL-12 It CONTRACTOR TO OCOADIINTEWON TIE CITY OF RJOHOCUCAMIXIG PRIOR TO WNSTRIKTIXA TAGGING OF IXISTNGIPEE$\VRNININEAIEDWI DAIR$OF WOKKSNOYrt150TNAi IX15N1GiREESPMA15MgTBFSNVAGFD FOPIIUIISPUIIINFvAELCGNID.SEEGEIIFPAL110iFSpIOT.BNEETFI. PLANT LEGEND: ..LL W Baank9 Uma Com,mn Nama BQ'e EPSON le SRcumal SHRUBS 1w y T'' X SI Ili e, U) A w t -e Z M! cz:> PLANTING NEAR ROCKSCAPE NOTE: I. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ONLEMER SPACING POCKSCPOPIE YMICSII IpLL0YI5 FOR SSNRUBS TOMPLANTED CLOSEUEMGIN). FOR 2 TREES MUST BE PLANTED A MINIMUM F M1' HALF FTN IR MI PM A MI DTH O ONE A E ELEMENTS LANLE EN TH FROM WARE WALLS LURES ANOOH WO LD OSCAPEELEMENTS W8IERE GREATER PIMPTSPACE SR PACE MAY TREES WHICHWIN 4O OF CKSCARMSE REOUIRE 8 ROVIDORHAT THEfl PRE ROOMER ER EAIRYAEPGMEDYIILHINPURCCKSUCHAPROVIDEDTHATTHERE ARE NOOTHEfl ELEMENTS BEYgJOTUE ROGNSCAPE SUCHAS WANfu WALLS OR CURBS) WNEBE�SSIBLLEE��}}RREESSHOVLQIECOWIENGEDCLEARL''CANTING. REDUCED BY ROCIIDEROfTOA DEGREE E EE MER ET, W SE STANDARDS TAN ARDS CANNOT BE REDUCED ,THEN IN ME INTME EGREEVM PROVIDING T SE S, WE CAR FOLLOWED, THEN IN THE INTEREST OF PROVIDING TREES WE CAN COMPROMISE ON THE SOM ERSOF THOSE BUT MUSTREES TOSPCT CAPE TREES MAYBE PLANTED WNHIN2 OF ED ABOVE. TRE SREQUIRING M UIRINGAT STILL RESPECT CLEARANCES GAREA SHOULD DIVOTITEMS AEMIpNER ABOVE. TREESSREUST TO AV IDTOUMTPG HE ROCKEASHOUND HEADER inM TRUNK. THAN I'.JUSTTOAVOIp TOUCHING THE ROLKSCAPE AND HEADER WITH THE TRUNK. MULCH NOTE: CONTRACTOR SHALL INSTALL A 4' GYEH OF SHREDDED MULCH IN ALL SHRUB AREAS IIid2-IN GROUNDCOVER AREAS), IXCEPTIN HYDROSEEDEOAPFAS. MULCH SNNL BEWOODfISER ANTERIAL AS MADE BY ARTESIA SAWDUST 13CRONTARIO AVE ONTARIO, CA 91791 (BAR 9175-310REOUNI. SUBMIT SAMPLE OF MY ALTERNATIVE IMPERIAL PRIOR TO PURCHASE ANOAJRFLACEMEM FOR OWNER'S REPRESENTUIVESAPPROVAL STRAP LEAF PLANT NOTE: ALL SWAPLEAFPLANTSTOBESUMDADOMONAL ITBEHIND SIOENAIH, SLOPE NOTE: CONTRACTOR TO INSTALL JUTE NETTING W ALL 2:I SLOPES WITHIN SHRUB AREAS. USES' 011 SAME STAPLES 4 0 C.INSTALLNETHNG PER MANUFACTURES RECOMMENDATONS TWO WORKING DAYS BEFORE YOU DIG QUANTITY� v PLANTING NOTES: 1. CONTRACTOR SHALL NOPFYTHE CITY AND LANDSCAPE ARCHRECFOFSTE COM) ONSVMICH PREVENT INSTPLAl1IXI PEA PJNSAlI05PECIFlGMNIO. f/JIRMCNfl SHPIL BE PESPD.NSIBIE FGR REMOVING MID REANSTALUNG IRRIGATION ECUIPMEM MID REPLANTING AREAS WHICH ARE NOT WSFALLM PER PUSH AND SPECIFlGPWS. 2 WIRMCIOP SHgLL FOLLOW ME DETAILS MIT SPECIFlGNTO S FOR SIL PREPARATION. PJMPR REQUIREMENTS, STANINOANOBAC!(FILLPEWIPEUF)IIS. 3, CONTRACTOR SHALL FAMIUME HIMSELfMEASELFWITH All UNCEAGPWIN UTILITIES. PIPES STRICTURES, ETC.ANOBWILTMES ERH5Po BMYFORLAEREPMRWEPLACWM ,,ATIIO=TOMECU,,MIY RMARGE O F SAID UNDEAGR W ND FACRICFS. 4. NO PUMUNG SHPll BE CONE UIMLML OPERATORS III CIXWNCTKKI WITH ME INSTMUPgI C£THE SPRINnEBVSTEMMVEBEENWIAF(£TIEDNW.GPA➢E MN BEEIIFSTARDSHEDMENNIFWGMEAB NAVEBMIPPOPMLYGP MMtDPPEPMMASSPECIRM..MDTHE\WMMPRMMBYTHEC".. S. Alla IMTERIMS FRAIL BE APPROVED MR QUALITY BY ME CHYAND WIDSGPE ARCHITECT PRIOR TO INSTARMIW FIIIML=G CFA PLNRMATEflULENP11BEWWECTTOMPMVMBYARURFSFMAPVE OF WE CITY PRIOR TO IXGVARON 8. CONTRACTOR IS RESPONSIBLE FORM -1. REPARS NIDAfl REPLACEMENT OF ANY DAMAGED UIDSCMM AREAS Mi N E U MR OF W OPK TTIAT IS A DI RECTI RFSULT OF THE UI DSCAP E MISTRUCNNV MlaOR HIS SUB COMPACTOR PFAACEMFMIMASSHALLBEWCTDURICATEOFORI U1 LVMMORPURS,UNLFSS OTHER\NSEAPPROVEDBYTHECITY. i. WWWRES SHOWN IXI ME LEGEND ME FOR GRI PURPJSESONLY."IN. WNITRIES FOR RANT MATERIALS YISiMW $HALL BE(M ENIED BY ME INDICATED PNRSPACING REWIRED. 0.\4HEIIEYEASNgUDGRWN000VEAAREA$pREAD1ACERMNflFARFA00fl NPLCU105GPEAPHSAPF AMACEMTO PRIVATE Ul05GPEAREAS, ACGICRETEMMEN IS REWIRED, NRSUANT TO CITY STNIDNIDS MIDDUNLSH AEON, 9. CUMI RAI TAPE RUMEON A DAILY MSG UNLESS OTHERMSE APPROVED BY ME CRY. 10. TILE FOLLOWING ReLAMENDMBTIS SRM. BE FORBID PURPOSES DAILY. RIALRYLANENDMEIRTYPESNID ROPE AEFSASSHgMgELIBOE PRECEFNVCENBULL IPL➢TMESETDIMENTSAlWITHIN SW PNR NBPNq NYgCIIYUDD1LWTIIPGECgWpESTTNPW5 AD2 4 WEUL-12 It CONTRACTOR TO OCOADIINTEWON TIE CITY OF RJOHOCUCAMIXIG PRIOR TO WNSTRIKTIXA TAGGING OF IXISTNGIPEE$\VRNININEAIEDWI DAIR$OF WOKKSNOYrt150TNAi IX15N1GiREESPMA15MgTBFSNVAGFD FOPIIUIISPUIIINFvAELCGNID.SEEGEIIFPAL110iFSpIOT.BNEETFI. E CITY of RANCHO CUCAMONGA 3 ary HAVEN AVENUE FROM 36+15 TO 52+84 0 HA VEN A VENUE GRA DE SEPARATION 6-6% ° OF SHRUB PLANTING PLAN_ APPROVED BY:- �',^I OATE;;,a4-08 CITY ENGINEERT/`' ;; RCE NG 42156 p • DESIGN - CHITERRA 6HMIG GROUP ED GPD "GNDCCAPEARCHREGNRE DRA�uN 1NCHO UAMONPKSTREET ,S` ET RANCHO 8M FAM Gq CA I4WI. 2. 1 --1 0 GPD RMS) 4134 z9m FAM (9ml aB4aeaz. L_ I SCALE: 1"=30' CHECKED RLA NO. 2832 DRAWING NO. JRC DATE 34-05 FILE No. 2.220 PLANT LEGEND: SCAnKru Baank9 Uma Com,mn Nama BQ'e EPSON 11E$p1 SRcumal SHRUBS y T'' X SI A4a0aradolens AWca 5gwren IIYO.[. 10 10 Q 52 DietesbbCbr F"Ighl Lily 59allon 4o.c. 0 M! cz:> BJ Festrao.Glauw BNe Feecue ISallon lot 4W (ESI 5-0 HemerocM sllybNs(Uvad Red) - Darned Evergreen Da" Igallon Yoe. 23 0 Q+ 5-5 Juniperus M1.Willon n' Blur Carpel Jumper !Vton Sea, 33 0 OAS Lantana lmnle+Aenas TrOgLantana Melon 60.C. AM AM 0 S7 LavaTAula5loearas'OIIa Oaa51' Spsnlsn Lavender Igzlon SOIL 0 IM O0 SB UMMYNylum 1. Green CbW' Tens Ranger 5ga5on Sot 40 151 0 59 Nandina A'Naaa' Diad Hardin Sgar" 2Tt. $ BSO ® S-10 PemIWtums.Aubvm' RmSen Grass IFBI Per PW TO 1R 0 Sit PAbmis Ouifvsa Jamseem Sege 5gem 3'4'0G Im 3M OS12 PNmbagoauriulate Cape Plumbago 59alm Mat 0 146 Qi S-13 SarnacleudaMA SavladavelaMO 1Pllon 4'a.c. II It PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET L-12 FOR SPECIFICATIONS, SEE BOOK SPECIFICATION PACKAGE FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 r 177-7- 7777 1 SHEET KEY MAP N.T.S. E CITY of RANCHO CUCAMONGA 3 ary HAVEN AVENUE FROM 36+15 TO 52+84 0 HA VEN A VENUE GRA DE SEPARATION 6-6% ° OF SHRUB PLANTING PLAN_ APPROVED BY:- �',^I OATE;;,a4-08 CITY ENGINEERT/`' ;; RCE NG 42156 p • DESIGN - CHITERRA 6HMIG GROUP ED GPD "GNDCCAPEARCHREGNRE DRA�uN 1NCHO UAMONPKSTREET ,S` ET RANCHO 8M FAM Gq CA I4WI. 2. 1 --1 0 GPD RMS) 4134 z9m FAM (9ml aB4aeaz. L_ I SCALE: 1"=30' CHECKED RLA NO. 2832 DRAWING NO. JRC DATE 34-05 FILE No. 2.220 w w w w� CO®_ a• QA Lu Lu J U ' Q O CM W N H- U 0 0 Ci VEN_ AVE. LIMIT OF WORK WORK AVEN AVE. HAVEN AVE CID] LLI C0 cr LU HAVEU- AVE. ----------------- / NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING DISTURBED MEDIAN IN KIND, TO ORIGINAL CITU APPROVED CONSTRUCTION DRAWINGS, SEE DETAIL K, SHEET L-12. Underground Service Alert SYMBOL LEGEND = Call: TOLL FREE SHRUBS - 1-800 CALL -OU 422-4133 SYMBOL T��Yv-7 SCALE: 1"=30' TWOWORKING DAYSBEFOREYOU DIG QUANTI 4 Qbryev D gus AAY ABIDED dZHMr1PU" LARRI 9•UIUag DESCRIPTION OF REVISION IDATE: IA11R01EI CITY of RANCHO CUCAMONGA HAVEN AVENUE FROM 52+84 TO 66+95 HAVENAVENUE GRADE SEPARATION SHRQB.PLANTING PLAN RLA NO. 2832 3-4-05 FILE No. PLANTING NOTES: 52 53 56 1 53 53 l SI 53 i BE 5-7 56 9] 19 3 ]1 33 32 2 Si I] ] 29 L D.YI)PACIOBSIULLIroPFY)NEGrvA4BlumscMEAPCNRECFOF5f1E�'IDIFIXISWHICNPNEVEtrt o r I>.. I 5, - ® • INSTAWTION PER FIAN3AND SPECIFlCHUONS.CONTRACTOR SHW- BE RESPONSIBLE FOR RFMONIIG MID 6amW REINSTABINGSPECIRICATONDIRFKSATICII EMBLEM. RID RERAN1111G ARE4SYMICH ARE NOT NETALLED PEA PLAN MID QFW Ft — • I - E1IF Name rmm,mn Name Gas Spell Ill T&aa* 2 CONTRACTOR SHALL FOLLOW ME DETUR AND SPECIFlGTgIS FOR OIL PREPARATION. PWRPR --- --- --- --• ... - REWIREMEMS STAKING AND BARCI REWIBEVWS. ® ® ® •' Y SHRUBS _ 3. CONTRACTOR SHALL FAMNAl HIMSEL"HERSEEF 4NM ALL UNDERGROUND IIIILRIER PIPES. STRULNRES, SB O ETC, MID JWLTAKE ROLE RESPONSIBILITY FOR ME AT NO O]ST TO MEOW,, MY • F"I WORK 53 S3 S] 261 fit DAAUGEOFSAIDUUMPGRWNOFACIIRIES. ---C��Ji%" � 51 - ® yJ. ® -• ® w w 1D 4. - IIOPWRINGSNNIBEDIXIEUIRRPILOPFA4TgIB I11CININNLTICi1V/IIHIHEIN5TN1ARgIWTIE IM170F s1 61 1z SPRINKLERSYBIFM NAVFBFFN OJAIPIEIFR,NIPIGPADES NAVEBEE11 F5iP11LI5HFD.lHERP1RpiGARFAS O _ .: J HAVE BEEN PROPERLY GUSE0 MN PREPARED AS SPEDMURR AND ME WORK APPROVED BY THROW. S2 Dieles biwbr FaMgM1IUry SgaMn 4'o.e 4R 8i1 fi 21 5. AILRMR MAIEFWS5H4LLBEPPPPOVED FOO WMIITBYRIECIIYMIDIAND$CAPEAflgRECTPRI0fl i0 ., O - IN3TNURg1. HIM LOCUM OF ALL PLANT MATERIAL VOLL BE SUWECTTO APPROVAL BY A REPRESENTATIVEOi p S4 IT aQ,a OT T1EL11YPFI0RNFGVATQY. X PLANTING NEAR ROCKSCAPE NOTE: STRAP LEAF PLANT NOTE: Q 54 HemeraaBsnybNsloan Rea) DaaN Ree Evergreen oayNy lgamn z'o.e 3D J 6 CONTRACTOR IS RFSPWSIBLE FOR ALL REPMRS MNDY)R REPLACEAENTOFANY DAMAGED LANDSCAPE ARES ALL STRAP LEAF PLANTS TO BE SETAND ADDITIONAL IT e w I BUOIDMEUMROFWOKWTISADIRE RT LTOFTHEWIDSCAPEWNSTRUCIHNIMIDORHISS5- S] 53 4 $d A m OF ONE HALF OF THEIR GONORRHEA SPACING CONTRAITOAppR� ayEM SIS SHALL BEF%A4TOURICAT: OF ORIGINALWORK OR PUNTS UNLESS BEHIND SIDEWALK. 1 O 55 JuniIXRRk WJt°°T Blue Capel Jumper 5galbn sea 22 BE 6 53 S9 9 53 BE 53 59 S] 53 59I 53 53 S9 A w ). WMIIIIIESBNOMICNMELEGFNDMFiORFSTIM1E P11PPo5FSgIlT. FlNALWMRRIES FORPWIi - 9 38 ]1 4 47 17 70 97 34 16 2B 5 3] 96 12 w 45 1 MATERIALS INSTALLED SIAL BE SWAPPED BYTHE INDICATED RMR5PANIG REWIRED. 11 PLANTSSEBWI2'BIEN'EPi O BE 0 AM 0. IIODCOVFAAgEA$ ME ADJACENT TO MAP AREAS OR PUBLIC WIDSOUE AREAS ARE 2. TRE ES MIUST BE PLAMTEO A MINI MUM OF ONE HALF OF THEIR MINIMUM PLANTER WI DTH ADIALERTOPRNA GB A CONCRETE HEADER S REWIRED, RIP$IIMRTCRYSTONOARDB SLOPE NOTE: w MIODEWTOPIVATE TAMMEREOUT FBOMIWMI(S,WAD"CORI'PNDOWER HAROOAPE EL EMENTSWHEFEPUNTNG SPACEIS RESTRICNVE BEE WHICH WOULD OiHERYlISEREWIREB'ORGREATER Z 8. 0.FAN UPEVll iAKEP1ACEIXIADMLY fl4515UtRES50RIEFA'RSEAPFROVEO BYMECIIY. CONTRACTOR TO INSTALL JUTE NETTING ON ALL 2:I SLOPES 0 S) Lavaneula stpeeMas'OIM Wal SparJsh UveMer Igalbn 3'D.e E2 llM IT.0 J PROVIDED THAT THERE 10, NEFgL50RAMENDMENTS SHALL BEFORBID PURPOSES WBSLLBERTRECMNDS6PROVDRFEDIRBHYCC4UESOIXUIRLYNFGFWFEOREIST1AYRIPLUESCSMKIDI WITHIN SHRUG AREAS. USE 9- #11 GAUGE STAPLES 4'O.C. INSTALL NETTING PER MANUFACTURES RECOMMENDATIONS p� = . ARE NO OTHER ELE.IENTS BEYOND ME ACKASCAPE SUCH AS VIA -KS, WALLS OR CURBS) WHARF FAR FARp AMONG OFWONLY. SOPEMAMEiORECMEOIMKIPIpE15WINSHRA0a4 0 S8 U IH sHFETL.Iz 56 59 $3 S3 5$ 53 S] S6 S3 S9 5-0 S$ S-3 Sfi 53 10 F /�EL6Tsa D, COtTRA4TORTOCOORDItg1EWITNINECIIYOFR4ILNO WCANGNGAPRIOR TO tld'ISIPUC1KKtTAGG!NG OF 12 dB 19 ]0 23 10.7 2) 69 4] 93 21 2B 43 10 d5 3 666��///�� 53 - FXbTNDiREE5 VNT1111lNEMFDWIEE GENEU.N TSNW10).SH iIXIBNIGIPEESPMIdSaNYBESMVAGED FOR IRWERPIRINGMEOCATNI45EFGEIFAALIIOIFSVIOLSNEETLf. CID] LLI C0 cr LU HAVEU- AVE. ----------------- / NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING DISTURBED MEDIAN IN KIND, TO ORIGINAL CITU APPROVED CONSTRUCTION DRAWINGS, SEE DETAIL K, SHEET L-12. Underground Service Alert SYMBOL LEGEND = Call: TOLL FREE SHRUBS - 1-800 CALL -OU 422-4133 SYMBOL T��Yv-7 SCALE: 1"=30' TWOWORKING DAYSBEFOREYOU DIG QUANTI 4 Qbryev D gus AAY ABIDED dZHMr1PU" LARRI 9•UIUag DESCRIPTION OF REVISION IDATE: IA11R01EI CITY of RANCHO CUCAMONGA HAVEN AVENUE FROM 52+84 TO 66+95 HAVENAVENUE GRADE SEPARATION SHRQB.PLANTING PLAN RLA NO. 2832 3-4-05 FILE No. PLANT LEGEND: o r I>.. I 5, - ® • Q F 6amW -\a — • I E1IF Name rmm,mn Name Gas Spell Ill T&aa* ' I _ A Y SHRUBS _ SB WORK 53 S3 S] 261 fit 5 ---C��Ji%" � 51 Acazia rcdolens Mala Sgdbn Ie'oc. 0 1D - IM170F s1 61 1z S2 Dieles biwbr FaMgM1IUry SgaMn 4'o.e 4R 8i1 fi 21 - p S4 Feslva0.'Glauca' Blue Fescue Igaken I'O.e ip OT PLANTING NEAR ROCKSCAPE NOTE: STRAP LEAF PLANT NOTE: Q 54 HemeraaBsnybNsloan Rea) DaaN Ree Evergreen oayNy lgamn z'o.e 3D ALL STRAP LEAF PLANTS TO BE SETAND ADDITIONAL IT S] 53 4 $d 1. SHRUBS DUST BE PLANTED A MINIMUM OF ONE HALF OF THEIR GONORRHEA SPACING BEHIND SIDEWALK. 1 O 55 JuniIXRRk WJt°°T Blue Capel Jumper 5galbn sea 22 BE 34 AWAYFROMWALKSWALLS CURBS ANDOTH ROCKSCAPE,WHICH AUDI FOR SHRUBS FOR TOM 45 1 11 PLANTSSEBWI2'BIEN'EPi O BE LanlMam Ievidou'is TratiGIAM na 5galbn set an AM 2. TRE ES MIUST BE PLAMTEO A MINI MUM OF ONE HALF OF THEIR MINIMUM PLANTER WI DTH SLOPE NOTE: - FBOMIWMI(S,WAD"CORI'PNDOWER HAROOAPE EL EMENTSWHEFEPUNTNG SPACEIS RESTRICNVE BEE WHICH WOULD OiHERYlISEREWIREB'ORGREATER CONTRACTOR TO INSTALL JUTE NETTING ON ALL 2:I SLOPES 0 S) Lavaneula stpeeMas'OIM Wal SparJsh UveMer Igalbn 3'D.e E2 llM PIPNNNG SPACEMAYAA DARTEDWITHIN 4' OFRCCK'CAPE. PROVIDED THAT THERE WITHIN SHRUG AREAS. USE 9- #11 GAUGE STAPLES 4'O.C. INSTALL NETTING PER MANUFACTURES RECOMMENDATIONS ARE NO OTHER ELE.IENTS BEYOND ME ACKASCAPE SUCH AS VIA -KS, WALLS OR CURBS) WHARF FAR FARp AMONG 0 S8 Leumphylluml. Green Cl ievas Payer 5SAO 6'0.e 1L6 IH AREASAECOMMENEEC-ON71F ITURIPFF SLYMEREPLAITINGARFASABE - REDUCED BYROCHSCAPETO A DEGREE WHERE THESE STANDARDS CANNOT BE 0 59 NaMmae.'NMa' owed Nada 5galbn 2o.c 1763 2® FOLLOWED, THEN IN WE INTEREST OF PROVIDING TREES. WE CAN CUMPROUSE ON ME PROXIMITY OF THOSE TREES TO ROCKSCAPE TREES MAY BE PLANTS) WITHIN T OF - ROCKSCAPEOUT MUST STII RESPECT CLEARANCES TO OTHER ITEMS MENTIONED • 510 Paul a'Ru'aum' Runlain Grass IIolen Pel RE IR ABOVE. TREES REQUIRING A MINIMUM 2 PLANBNG AREA SHOULD NOT BE PUJ4TED CLOSER FROMt' JUST TO AVOID TOUCHING WE RWKSCAPE AND HEADER WTH WEMUN \ ® 811 PhbmB huiUxsa Jervsa'em'age 5galbn 9'6•o.c. 2Y 224 O812 Plumbago III Cape PNmbyo 5galbn 10'0.c. N HE MULCH NOTE: Q 513 Sa Nladevefl Saidedewul ISWn lot 0 It CONTRACTOR SHALL INSTALL A 4' LAYER OF SHREDDED MULCH IN ALL SHRUBAREAS VT INHYORESEEDED RATERIA IASAWDREAS. WOODASMADEXCEPT MULOOD FIBER MATERIAL AS MATE BY ARTESIA SAWDUST MULLFOR PLAN CROSS REFERENCES p CROSS o 1343E. ONTARIO, CA 91]91(909)94]-59M(OR EQUALI. SUBMIT EIEFERENCES I SAMLTERNATIVE MATERIAL PRIOR TO PURCHASE A OIOR o- PLACINNER'SflEPRE'ENTATIVE'S APPROVAL NOTES AND LEGENDS, SEE THIS SHEET -------------- - LLJ --""—""—""-- --FOR FOR DETAILS, SEE SHEET L-12 L11 FOR SPECIFICATIONS, SEE BOOK SPECIFICATION PACKAGE FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4 - FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6 co -- MLI- — L, -- — Co _ LIMIT OF WORK y� N - - � SHEET KEY MAP� - - I.. LIMIT OF WORK N.T.S. CID] LLI C0 cr LU HAVEU- AVE. ----------------- / NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING DISTURBED MEDIAN IN KIND, TO ORIGINAL CITU APPROVED CONSTRUCTION DRAWINGS, SEE DETAIL K, SHEET L-12. Underground Service Alert SYMBOL LEGEND = Call: TOLL FREE SHRUBS - 1-800 CALL -OU 422-4133 SYMBOL T��Yv-7 SCALE: 1"=30' TWOWORKING DAYSBEFOREYOU DIG QUANTI 4 Qbryev D gus AAY ABIDED dZHMr1PU" LARRI 9•UIUag DESCRIPTION OF REVISION IDATE: IA11R01EI CITY of RANCHO CUCAMONGA HAVEN AVENUE FROM 52+84 TO 66+95 HAVENAVENUE GRADE SEPARATION SHRQB.PLANTING PLAN RLA NO. 2832 3-4-05 FILE No. .... 1.1:81TEA,FAR . TREE PLANTING SCALE: N.T.S. i II I[�:II II II II: II: II: I TIMOR TO PURCHANTECUMEr OR BAD VULCHR An CONTRACTOR NEAR • MATCH I TREES'" SERUMS AS D RECUI 11 IN FALL I'D BLEND INTO EDGES AT ORT ASIA MULCH LAYER SCALE: N.T.S. ® TREE PLANTING ON SLOPE SCALE: N.T.S. Es -r:¢ 1. Ts; monnsms=ETHDRAT FOR m pucLS hD wMiw�TPIC-�-ATgTPRORN�\os "RovElr ruwflr L TRI WaAaRE TRANS IR OF FAIR FIL 3 CRTVMTPIR MR V160RRINONLY. l VIIMT6N!/. ALLpA1M5106E$q.\'.Y-p n>Fss DTI<mnsEmreD. - R Cx=iNrDk AESTu6EnrO1l Gpox I'o TERFASIG (6AVEL VRVPTFc ?FGITER rARRc savor wflN REFRE.cxDwATEeele A' eAsw. T. xDFs'mrsaoR�cvu�FGn sFETBaRloxs). BE swT 9..' UYEA O G Yf GRLVEI OPAN PIXX ID UNDE R DIATMmL role UiPu Tr mm TO REDUCE miv°sF W 519IX R EFAmcmuwDVcDG1AYswR WVFH Fr IFAw A W114flOrVNiD PS a in 0°cio"`v. eiruc�s rvisnx°irGa°siAanomv�,ulvn'iiaRl ios�ovry wR AUTW M Imv.TvwlSl&%Ary. EXISTING MEDIAN PLANTING SCALE 11111 ICIAMREI MAINE MAN RACE @ILL OF PLETIALL 00 PLOT CMkCK DART ffill� SHRUB PLANTING SCALE: N.T.S. UNIT OFPLANTER NT ANN I LURE LIMITOFWORK e ?WMEFOLUL �A FUuGu,R1,I11WI US AI Pbi1Y e — �maM�,w„af'E;'f ®_..._ INOTE: ANANNAAAPAN �m Pk FLwawo FLA._ I to 40+04) APPROX. SCALE: 1"=40' LIEN :r � - F.A. LINE ® TREE PLANTING ON SLOPE SCALE: N.T.S. Es -r:¢ 1. Ts; monnsms=ETHDRAT FOR m pucLS hD wMiw�TPIC-�-ATgTPRORN�\os "RovElr ruwflr L TRI WaAaRE TRANS IR OF FAIR FIL 3 CRTVMTPIR MR V160RRINONLY. l VIIMT6N!/. ALLpA1M5106E$q.\'.Y-p n>Fss DTI<mnsEmreD. - R Cx=iNrDk AESTu6EnrO1l Gpox I'o TERFASIG (6AVEL VRVPTFc ?FGITER rARRc savor wflN REFRE.cxDwATEeele A' eAsw. T. xDFs'mrsaoR�cvu�FGn sFETBaRloxs). BE swT 9..' UYEA O G Yf GRLVEI OPAN PIXX ID UNDE R DIATMmL role UiPu Tr mm TO REDUCE miv°sF W 519IX R EFAmcmuwDVcDG1AYswR WVFH Fr IFAw A W114flOrVNiD PS a in 0°cio"`v. eiruc�s rvisnx°irGa°siAanomv�,ulvn'iiaRl ios�ovry wR AUTW M Imv.TvwlSl&%Ary. EXISTING MEDIAN PLANTING SCALE 11111 ICIAMREI MAINE MAN RACE @ILL OF PLETIALL 00 PLOT CMkCK DART ffill� SHRUB PLANTING SCALE: N.T.S. SSCAglh ALE: PLANTING ON S40PE SHRUB SPACING ALE: N.T.S. SCALE: N.T.S. it t fit PAN 9 ANNE K MEN, a �n .1111 AMERICAN MACK At lug THAN 11 tin amw�. NOTE: Existing Disturbed Median Trees shall be replaced as follows: Magnolia g.'Majestic Beauty' with 3611 Boz Phoenix canariensis with Phoenix dactililera (20'ETF) Refer to sheets L-8 and L-9 for precise locations of Phoenix dactililera palms and Magnolia g. 'Majestic Beauty' trees. UNIT OFPLANTER NT TILDEc LIMITOFWORK e �A FUuGu,R1,I11WI US AI Pbi1Y e — �maM�,w„af'E;'f ®_..._ INOTE: ANANNAAAPAN �m Pk FLwawo FLA._ 15 to 40+04) APPROX. SCALE: 1"=40' LIEN :r � - F.A. LINE wI SSCAglh ALE: PLANTING ON S40PE SHRUB SPACING ALE: N.T.S. SCALE: N.T.S. it t fit PAN 9 ANNE K MEN, a �n .1111 AMERICAN MACK At lug THAN 11 tin amw�. NOTE: Existing Disturbed Median Trees shall be replaced as follows: Magnolia g.'Majestic Beauty' with 3611 Boz Phoenix canariensis with Phoenix dactililera (20'ETF) Refer to sheets L-8 and L-9 for precise locations of Phoenix dactililera palms and Magnolia g. 'Majestic Beauty' trees. EXISTING MEDIAN IRRIGATION (36+15 to 40+04) SCALE: LIMITOFWORK e �A Pbi1Y e — ®_..._ INOTE: ANANNAAAPAN FLA._ 15 to 40+04) APPROX. SCALE: 1"=40' EXISTING MEDIAN IRRIGATION (36+15 to 40+04) SCALE: PAP REFRTOCRf.4FFarn Puls MR RE Ar Y A'DE,HroWI MHROrcNEC &�60 fiYiFA-]�.CEOUSH�LY�fl PV.CER�ITEKASSOCATTES XNG]SRGwO. W]VER.)INAIOLCNTO OR IATM MGPOVw PUYSIA-%9ry. EXISTING MEDIAN PLANTINI SCALE: APPROX. SCALE: 1"= 40' MEDIAN IRRIGATION (63+32 to 66+95) SCALE: DESCRIPTION OAE:RE`ti` IJiA :I RATE APPROVED CITY of RANCHO CUCAMONAA HAVEN AVENUE FROM 36+15 TO 52+84 HAVEN AVENUE GRADE SEPARATION PLANTING DETAILS DATE 3-4-05 RITA NO. L-12 e ®_..._ ANANNAAAPAN FLA._ put.p 4. .....EEET M �� I LIEN :r � - F.A. LINE Caat o - ALLEN PAP REFRTOCRf.4FFarn Puls MR RE Ar Y A'DE,HroWI MHROrcNEC &�60 fiYiFA-]�.CEOUSH�LY�fl PV.CER�ITEKASSOCATTES XNG]SRGwO. W]VER.)INAIOLCNTO OR IATM MGPOVw PUYSIA-%9ry. EXISTING MEDIAN PLANTINI SCALE: APPROX. SCALE: 1"= 40' MEDIAN IRRIGATION (63+32 to 66+95) SCALE: DESCRIPTION OAE:RE`ti` IJiA :I RATE APPROVED CITY of RANCHO CUCAMONAA HAVEN AVENUE FROM 36+15 TO 52+84 HAVEN AVENUE GRADE SEPARATION PLANTING DETAILS DATE 3-4-05 RITA NO. L-12 on Sg 1110 R W c CJ 1105 vao 1095 1090 R/W Q [i1V on Sg 1110 R W c CJ 1105 vao 1095 1090 R/W -125 —100 —75 —50 —25 0 25 45+50 1110 1105 1100 1095 1090 —125 —100 —75 —50 —25 0 - 25 45+05 L 50 75 coo. 125 150 Jul 10, 2008 — 4] 1110 1105 1100 1095 1090 1110 1105 1100 1095 1090 75 100 125 150 -... ....... .-- S gOFESS/Oy DESCRIPTION OF REVISION DATE 'ePnwm: CITY OF RANCHO CUCAMONGA HAVEN AVENUE Ow Ow __ —Ow I L -125 —100 —75 —50 —25 0 25 45+50 1110 1105 1100 1095 1090 —125 —100 —75 —50 —25 0 - 25 45+05 L 50 75 coo. 125 150 Jul 10, 2008 — 4] 1110 1105 1100 1095 1090 1110 1105 1100 1095 1090 75 100 125 150 -... ....... .-- S gOFESS/Oy DESCRIPTION OF REVISION DATE 'ePnwm: CITY OF RANCHO CUCAMONGA HAVEN AVENUE BENCHMARK: 1" ROUND HEAD BOLT IN CONC CURB STAMPED "SSCO BM - 01104' AT NORWEABT CORNER OF ARROW ROUTE AND IWrcN AVENUE, i FT EAST OF BEGINNING OF CURB RETURN. BM NUMBER - 10030 ' EEEVARON - 1160.201 1115 2 00 �llO .0 00 1110 `__ _- _.__.. _�•- m _. _ _ .. _. _... __ _.. 1110 Go tm5 ___ — _-_ _--I ,m5 __________ ____ ___ __ _________---------------_ 1100 - - _--- __ _ _. _ -. __ _. _. __ - __.—_ _ _ - - 1100 1095 1095 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 47+00 -- -0 O ¢ _.o ___ _-- — 1115 O O� p O 1110 1110 o x ow ow owo I nos ___ __ _______ - --p ___ _ _ -_-__- -_--_ ___ _ _______________,ms ___ ______ 1100 --- ---- --- -- -'--- ---- --�-- _----- -- - - _ ,IDD 1096 L 1095 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 46+50 n a on oo v c> 1110 v v 1 aw py Ow 1105 -._ _ — cm -._._ .___. _ _ _ _ _- _ I cm 1 _.___ .-._ _-.____- - — - _ --- 1105 __ _________________________ _ ...LLL __ __ _ ______________ I I- ______ ____ _ 1100 _. _ _______ _ 1100 __._.-._.- ..--__.__- ...__...._ -- --- __— _-L--_- 095 1095 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 46+00 p8FEC0IO cm DESCRIPTION OF REVISION OATS A,PPwm; 4736, m CITY OF RANCHO CUCAMONGA CMI I1 CROSS6KliONS Aft= QFCPt HAVEN AVENUE ' FROM 46+00 TO 47+00 HAVEN AVENUE E6£PA/UTION APPROVED SY:'W DATE: 9-14+06 CDY ENGINEER.' RCE: 42166 p61GN - PVN PRFPMM BY N PE< NprpEp 9'<U�� SMNTIXI O pMMr Nn EE! R FIS! FIRST SIflEEf. SUITE 4W yy,4pN sun) a s uu, aps 130. - 744 -0F_ (714) -6006 cxccxm c.E 140. Nps pwxmp-0 N:\Acod\Sheet-Files\x-G2.ewg Jul 10, 2008 - 3:55pm slwurs 1 -//-OB nrE rrp .x-02 mM� FI1 BENCHMARK: I' ROUND HEAD BOLT IN CONC CURB STAMPED 'SOLO BM 01104" AT NORRIF CORNER OF ARROIV ROUTE AND N WN AVENUE, I FT E/ST OF BEGINNING OF CURB RETURN. BM NUMBER - 10030 EYAIRON - 1160,201 1120 I 1120 N 9$ O _ __ m O_ _ 0 _ _ _ _ _ _ .. __---------------------------- z oo om - . la u `ow L.- _ ow c+' aw v 1115 illo ._ _.- _ -_ -m��. I -_ _ o _ _ _- __ --_ _ __... __- _n a ___- o n m m __ _ _ r- -__- _. 1110 N O ___ 1105 - .-- - -... - _. _ - ! ao -_ _ o 0 .- 0 -. ___ __ - - .._ <_ -. _-___._ _I<O - - _ _ _-.__.. ...._-__ -L -___--__-- 'v I v u 1105 - 1100 --. —. ow ow 0y ow w o- . - 00 .. —. _. --_ _ 1100 �. 1095 1095 090 -125 -100 -75 -50 -25 01090 25 50 JS 100 125 150 49+50 1120 - 1115 1110 1105 1100 1095 1090 25 I N 9$ O _ __ m O_ _ 0 _ _ _ _ _ _ .. __---------------------------- z oo om - . la u `ow L.- _ ow c+' aw v I — I I I 1120 1115 Ilia 1105 1100 1095 1090 -1 -100 -75 -50 -25 0 25 50 75 100 125 150 49+00 pFESSId- DESCRIPTION OF REVISION DATE CITY OF RANCHO CUCAMONG/ HAVEN AVENUE FROM 49+00 TO 49+50 NAVBJ AVOJUf SEPARATION APPROVED BV: DATE COY ENGINEER RCE: CfSIGX WI PPFPMED Ht: p,vgt REC W1 . flfGNSdV -n P• 0wwx : 2020 wB na mm. smrt �m a' 132 fl4UW30N (J1Q YIA. GG92J05 EU CHECKM-�FCE.N f]SO DR%I1GI N: \AcOd\SM1eet�iles\x-04.dwg Jul 10, 2008 - 4:1 ]pm SfMJf13 CAM n¢ 00 - X- 1777n BENCHMARK: I' ROUND DEAD BOLT IN CUNC CURB STAMPED 'SBCO SM 01104' AT NORMEAST CORNER OF ARROW ROIDT ANO MVEN AVENUE, 1 FT EAST OF BEGINNING OF CURB RETURN. BY NUMBER - ELEYADON- 1160.2060.20 1 1120 -__ .._- ____. _. _ _ -_ _ _ _ 1120 1115 - -__ - 1115 _ ___ -- _ ____ _ . 1110 _ — __ _ -------------------------------- 1105 1105 mo � o N ¢ q m> __ _ _ ______ m N m oY ro f ao 00 ow 1 to0 aw �.- -____ ._ _. -i._ __ - ____. - �__-- _- - - 1100 .�v- ow ow ow ow 1095 .-._-.__-._— _- _. -_ - __._. 1095 1090 _-_._-___..-.__ _-__--__-____ _-__._.__._-__-_ ___..._-_- - __ - - - - - __ -__I-_--._--____ _.____-- _- _ - - __-_________ 1090 1 1085 1085 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 50+50 1120 1120 .____._._____ - - _ - - --- ___ __- ------ .._-__ -__ _ 1115 -___ �__ _ _____ _ _� ____ _____ __________ - 1110 - __-_ m o _ ____ _ i. -- _. _ `\\ m m n < m r m mm < li ^ c m qm om z m oe---------------------------------------- n 1105 -_— m _1105 I w 1100 - __ ._ - _- - - II_.______ _ v _.o w.. wl.._ t _ow __. _.__ ... _..___ _ ___.-ow — -_____._.._ ____ 1 10 ow_. 1095 --_ _ 1095 ____- __ _ -_ 1090 090 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 50+00 -"OFfGS/ DESCRIPTION OF REVISION DATEcm MPQ4 yst N -CITY OF RANCHO CUCAMONGA a„9.s4ii9T�'`� ' ¢ ERp:�:' a. - [AOSGSECTION6 ,.9EDAt1lgT'. HAVEN AVENUE FROM 50+00 TO 50+50 ' HAVEN AVENUE fSEPARATIEIN APPROVED BY: q DATE: C11Y ENGINEER RCE: 42156 DESIGN PIAN PREPMN I - paegP PEC VOIDED TJ umyM1YSON� dUWH 2020 F/5! RRST. MEET. SME 100 yn,1 N w A uv. a 92705 133 or 144 (7u) e1��o%$�-��E/E/9 NECKED EO /6�� RAE x059_�L OPAPo10 P0. N:\Aced\Sheet-Files\x-05.dwg Jul 10, 2008 - 4:20pm Sonars .147LLYY/ wre 7-//-a9 nu no X•05 1777n BENCHMARK.- In ENCHMARK:In ROUND HELD BOLT IN GONG CURB STAMPEO "SBCO By 01104' AT NORWN T CORNER OF ARROW ROUGE AND LAWN AVENUE, I FT FAST OF BEGINNING OF CURB RETURN. BM NUMBER - 00030 EtEVARON - 1160.201 1125 - - _ _ ._ _ .._- _ _.—_ - _ I —_. 1125 1120 1120 ___ -_ -- -- - _-- ___ ` --- - _ - --____ _.._ _ _ _ - _.. 1115 ___ ___ -_ __ ____ 1110 _ _ - - 1110 1105 1105 OO _._ -0� -.-> ... Om Om OW -� 1100 o a n r� 1095 ow ow -_ -1 - > a O, _ _____ _.mow 1095 1090 _ ` 109 1085 5 I .._ 100 080 000 -125 -100 -75 -50 -25 0 25 50 JS 100 125 150 51+50 1125 1120 1115 1110 1105 1100 1095 1090 1085 -�� -Iuu -Is -50 -25 0 51+00 H:\Acod\Sheet.Files\x-06.dwg Jul 10, 2008 - 25 50 75 100 125 1! - - AhOFOPUI0� 1125 1120 1115 1110 1105 1100 1095 1090 1085 150 .'. BENCHMARK: - - I" ROUND HEAD BOLT IN GONG CURB STAMPED 'SBCO BY 01104' AT NORMEABT CORNER OF ARROW ROUTE AND {OVEN AVENUE, i FT EAST OF BEGINNING OF CURB RETURN. B51 NUMBER - 10030 - ELEvanoN - npo.zpr nzs -.--R�W — ---- . R/W -- -- --- - --- ---- 112s 1125 :.... ---- - — — --- _. --- --- -- _. --- --� •. ttts .- _ -_ ___ __ _..1120 - --.- ----- --- 1 --- --r _ 1115 1110 - _ - 1106 -- -- - - - _._. -- - -- _ _ _ _._ . ------- - - - _. _ -- - ...,- — - - --- _ . _ 1105 ^ ^ _ on 1100 — _.__._-- — _. -' _..I _. I _____. z - o _ mm om. — - _— _ - — --_. _.._. -_ 1100 a m o 00 ^ 1095 O o -w 1095 aw ' 1090 - .. _ _-,,am _ -_ --___ - - . -__. 1090 - 1085 - - _ _, - -._ IDBS 1080 1080 -125 -100 -75 -50 -25 0 25 1 50 75 100 125 150 - 52+50 1125 1125 \ 1120 --- 1120 1115 -_- __ -- -- - - ____ ___ - __ _._ __- .._. ih -_ _ - - ._._. — -- 1115 `' nm — — .._---- - ------ —`- 'I. ---- -- ------- — --- 1110 -- - ---- ------- 1105-- 110s —p m a N N OmP 1100 — O a 6 - - - __ - -- _- _. - _ o m - --- - - ' - _. ....._ ".-o ----- -__-_- 1100 .m0. _ ^0 Do m '^ ao 0 `ow 1095 - oL^ o .___.__-� -� -tet a'-.-..__. ___ --_.-- 1095 x ow o- ow oa 1090 --. _. ___ 1090 --- - - � _._ roes mea ,050 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 52+00 F7 - '. 0"rESG/p4, DESCRIPTION OF REVISION I DATE wPRMO CITY OF RANCHO CUCAMONGA ' Exw /•o GROSSEEGI/ONf _W ccau, HAVEN AVENUE FROM 52+00 TO 52+50 HAVEN AVENUE GRAD SEPARATION APPROVED BY: 4 DATE: CITY ENGINEER RCE: 42186 - eFS LNOrtAII PRFPMN W.. IP,ayl PE M D OMwll n NEE! . 41 - 1 fl9AW30N 705 r 1.iS OF %iS": [NECKED (YNf) (Q]/SNCL/gGR/5�2�)�0(5,, °i2LLYYWYA. R.CE NOS4'1Ja ORRATI) N0. K:\Acrd\Sheet-Flies\x-0].dwg Jul 10, 2008 - 4:25pm iDvlm r V'd'p8 nlc Ne' . X-07 BOLT IN CONC CURB STAMPED 'SBCO BM RHIEAST CORNER OF ARROW ROUTE AND MWN EBENCHIMIARK::07K:D FIST OF BEGINNING OF CURB RETURN 100301160.2101 R W 1130 1130 1125 -- — — — --- --- R� — -- — — — — -- 5 -- ----- — 1120--- 1115 I----- - - - - - ----- --------------------------------------- ---— ---- --- - --- --- 1110 -- -- -- ------ n4-- ---- --_� am om ¢ 1110 1105 . -.-�•_ Mal m = o -o - _____. ___ - __- G 1105 1100 '-ow --__--- w_ �vw _ - _0 - -`ow 1100 1090 -125 -100 -75 -50 —25 0 - 25 1090 50 75 100 125 150 55+50 1130LI '--__ 1130 11251125 1120 _______ -------- 1120 ,1,5 -. ---------- -------- -------------_ „15 1110nto 110s______NO O< N CM 2 m1100 1105 > 'O i � '��o — —ow_T- r ow 1100 1095_ 1090 - 1090 -_—� -- I-- —__--1095 —_ __— 1085 1085 —125 —100 —75 —50 —25 0 25 085 50 75 100 125 150 55+00 /�,xOfESS/py DESCRIPTION OF REVISION GATE xa>wovm: S g _.Na.ba]3s m, CITY OF RANCHO CUCAMONGA IL �-Jy -._ =.:CMI- .�z I [ROSFSFCTIONS _ 4�.CF CPtIF�' = _ : '. HAVEN AVENUE : _ FROM 55+00 TO 55+50 - HAVENAVENUE GRADE ARATION APPROVED BY: DATE: x -14—o8 - CITY ENGINEER RCE: 42156 _ - ouicx snnwsox - - PREPARED Iss\,.'�,RZC �uor ED �,M'�//eunwsox M . Da, Sarre .DD �✓! su a x "CA 9x, 138 144 cxccxm (m) -D 8D a, Xuu� DRaxmc NO. K: \Acad\Sheet-Files\x-1 O.dw9 Jul 10, 2008 - 4:33Pm ."1 xo� SNTH/5 wre 9-// OB nrE rm X'10 1130 1125 1120 1115 1110 1105 1100 1095 -125 -100 -75 -50 -25 BENCHMARK: I' ROUND HEAD BOLT IN GONG CURB STAIPED 'SBCO BY O I I04• AT NORTHEAST CORNER OF ARROw ROUTE AND mwN AVENUE, I FT EAST OF BEGINNING OF CURB RETURN. BY NUMBER - IOOJO ELE,ARON - IIC0.201 1130 1125 1120 1115 1110 1105 1100 1095 150 R/W 1130 1125 1120 1115 1110 1105 1100 1095 1090 0 25 50 75 100 125 56+50 -125 -100 -75 -50 -25 1125 1120 1115 1110 1105 1100 1095 1090 0 25 50 75 100 125 150 56+00 rl DESCRIPTION OF REVISION DATE asrem E CITY OF RANCHO CUCAMONGA fxp.Tz�9a`*. CROSGSErnoNS Env cauFo?, HAVEN AVENUE FRnAA ;A, nn Tr) Sfi+Sn annwsON t sanwx zazo usr nxsr smsn sidle loo annwsoN ((71) e �K�ca/g anus ws` 139 av 744 cxscx_C1� slulnxc MK: \Acad\Sheet-Files\x-11.dwg Jul 10, 2008 - 4:36pm 1 x.cc xo59710 awiwls wre_ 7 -/LOS 0l£ uo X'71 4GL - R7w--- __ ___ —_- r r 1 __ _ ---- _ I _ mn o a a a -- _-_. . - ----- -- -- — ---- --- S o ! -�'----. F .. a0 1 .� __ _ __. _....._ _ v- I ow ay ow ow I ow I I I I -125 -100 -75 -50 -25 1125 1120 1115 1110 1105 1100 1095 1090 0 25 50 75 100 125 150 56+00 rl DESCRIPTION OF REVISION DATE asrem E CITY OF RANCHO CUCAMONGA fxp.Tz�9a`*. CROSGSErnoNS Env cauFo?, HAVEN AVENUE FRnAA ;A, nn Tr) Sfi+Sn annwsON t sanwx zazo usr nxsr smsn sidle loo annwsoN ((71) e �K�ca/g anus ws` 139 av 744 cxscx_C1� slulnxc MK: \Acad\Sheet-Files\x-11.dwg Jul 10, 2008 - 4:36pm 1 x.cc xo59710 awiwls wre_ 7 -/LOS 0l£ uo X'71 4GL BENCHMARK- I" ROUND HEAD BOLT IN CONC CURB STAMPED 'SBCO SM 01104' AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN AVENUE. I FT EAST OF BEGINNING OF CURB RETURN. BY NUMBER - 10030 - ELEVARON - 1160.201 1 135 - -- RfW-- __ - ""-_ — - R- W "' .--_ - -_--__ ...._ __ 1135 w m a 6 N 1125 — _ __1 __--____ __ _— _ 1125 " 1120 --ow ___.._ _. ______ _ _ Ow_ �, ow _-- o f 1120 o w i 1115 ____ _.__ _—_ -.. 1115 1110 —__ _____— -__________—_ ______. 1110 1105 05 -125 -100 -75 -50 -25 0 25 50 JS 100 125 150 58+50 R�W R/W 1130 - - 1130 1125 _ _ a �. 1125 ______ ____ _________ — N,_-__ o a _=o �1120 a_- � . _I7 _t< . 1120 0 v i >u ow � ow W0 mw 1115 _- -_. ow __ -___. ow I _ 5 1110 - - --"-- ------"-- „10 05 1105 -125 _100 _75 -50 _25 0 25 50 75 100 125 150 58+00 DESCRIPTION OF REVISION DATE cnr MPflVIfD: ' � 5 6$ J o Oh CITY OF RANCHO CUCAMONGA cxoO SECTIONS HAVEN AVENUE FROM 58+00 TO 58+50 - HAVEN AVENUE CRAOEgfI4RATT0N - - APPROVED BY: / - DATE: e'14-Og - COY ENGINEER <,: RCE: 42166 oE31GxeKAI PRUMM W. REW MUM" �p�vgt um 0MNi1 n • nRi 2020 E F: Si .. SURE AW no - ewnsoN SURA Mtl U 92205 0P 144 (214) 6 -60 - CNEIX R.C.E. NO S'fI3O OMw.x6 110. K:\Aced\Sheet—Files\x-13.Lwg Jul 10. 2008 - 4:42pm SKN05 wrt 7 -//-OB Ene xo X13 - BENCHMARK., I" ROUND HEAD BOLT IN CONC CURB STAMPED 'SBCO SM n 01104' AT NORHIFAST CORNER OF ARROW ROUTE ANO HAVEN R/W a N R/� n/w AVENUE, i FT E F OF BEGINNING OF CURB RMRN. 1135 35 ul a YARON 116 01 1130 o 1130 o _ _ _ awv __ 1125 _z.:___________ ____ ------------- 1125 1120 - --_ —_--'- - _____ _- _- - —_ _ _____ J _._ 1120 1115 1115 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 60+00 R/W 1135 _— - _ - — „ - --__ -___-_ _._. --__ ___-.__ _._.__.._ ... _. _ _ -- _--___ __-- .... ..__._. -__...._ 1135 < m m O ¢ m o WOO N N lNV ozq N 1 . ...__. _. _ f a __ ___ ---------------- __ ---------- _ ___-------------------------------- ____. u G - 1125 -__ ___. -6w-. 11250 - _- - ___ 1120 - - - _— -_. -. I __ -__-_ _. _.._. ._._._—.-- --_—__ -_. - _ -____. 1120 j 1115 1115 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 59+50 1135 --R�w -. - - R/W- --- 1135 a 1130m- -cm - _--_ --1125 _-_ ___-_ m _ _------------------ 1125o mm w 00 oow ow 1120 1120 1115 1110 1110 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 59+00 DESCRIPEON OF REVISION DATE cvr MPROVID rk �SI V t CITY OF RANCHO CUCAMONGA OtO555ECTONS HAVEN AVENUE FROM 59+00 TO 60+00 FLIVEN AVENUE GGOF FPAIUTION APPROVED BY: ! DATE: fi')4-00 COY ENGINEER 'RCE: 42166 srsmx vaFe,vvm In: p„y� Rccaxuwom . pRAMONum �` DRAWN awnn • ems' zom Fis nen Me T sunt zac _ - y9AW3QV s,.• SWIR Nl G 9P05 742OF 744. (714) 5-609 LHEDNm R.O.0 N007jo ORAWNO 110. K:\Acad\Sheet-Files\x-14.dwg Jul 10, 2008 - 4:44pm 51190!5 acre 1 -//-OB nIs no X74 BENCHMARK: to ROUND READ BOLT IN CONC CURB SMIMPEO 'SVGO By 01104' AT NORIWMF CORNER OF ARROW ROUIE IrA'0 MWM AVENUE. I FT FAST OF BEGINNING OF CURB RETU N. BM NUMBER - 10030 ELEVATION 1160.201> nNv 1140 a mNv --_-- 1140 mI 1 > 1135 ow r i OwO w 1135 1130 _ _i_om_ – _ 1130 _________________!__ I __________ _______________ 1125______________ I 1125 1 f 1 1 1120 - 1120 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 61+50 1140 T R/W O<N___ o — -o c om_ - - _ _ m R/W mry .._.... ........... .. 114D N _ _ o „'> Q.__.._.._ _ _________ -__ pw m _____ 1135 ow ow o ow 6w ow r4-<__ 1130 ______ _-_--'_ 1125 _.___. - - ------ - -_-__ _� __yl- -_ -. __ _.-- --_ _�-__—__ ___ - ._ -J� - _ _— _--._._--I 1125 1120 1120 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 61+00 R/W a m R 1135 —epi ! _ .. ___. J�o _. m –O CI Ory 1135 N� ¢ 1130 OW ow Ow - _ _ __ _–_ _ ___ _ ___ _ ____ 1_______ _____ _______________ ___ ___ I_________ � 1125 _ __ _ _ __– � _ 1125 I 1120 L— I _ _ — 11_�—.— I II __—__-- -- -- 1120 ' 1115 1115 -125 -100 -75 -50 -25 0 25 - 50 75 100 125 150 60+50 Its DESCRIPTION OF REVISION DATE MpgRRD: ep 6 ? CITY OF RANCHO CUCAMONGA 5hioti m. V.x � Eat CROSSSEC7/0N$ o.222 HAVEN AVENUE FROM 60+50 TO 61+50 FLIVEIJ AV F CRAOE SEPARATION APPROVED BY. J' - DATE: 6-14-Og CITY ENGINEER RCE: g21SG [Sc NW4 P PMEoHh d[c �p G """2(P09 u Ilan S ZE wnE xmAIW)N g . WA PA. c 92705 143. or 144 - cxccxEn 054'T30 DVNG,- K: \Acatl\SM1eet-Files\x-15.dwg Jul 10, 2008 - 4:49pm swwrs —j�ncc mm _7 -//-OB 271E rm ,': X 15 BENCHMARK: 1' ROUND HEAD BOLT IN CONC CURB STAMPED 'SBCO BM Of 104' AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN AVENUE, I FT EAST OF BEGINNING OF CURB RETURN. BY NUMBER - 10030 ELEVABON - 1160.201 n 1140 _.—.__.. RAW 1140 � omom 1135 __- _ Ow ow _..... 1135&_ 1130 — -- — — - �— 1130 � , 1125 1120 ,120 —125 —100 _75 _50 _25 0 25 50 75 100 125. 150 62+20 E ¢a 11114305 1140� i_ow_ --- - 1135 MC- onu- b 1130 1130 1125 .---_—_._. — — � _--�—____—.___—_ —_ -- _ _ _- _ ___.__—_._ __ D — 1125 a, 1120 1120 -125 -100 -75 -50 -25 0 25 50 75 100 125 150 62+00 ' DESCRIPTION OF REVISION DATE wvswm OQPpFESS/ �. CITY OF RANCHO CUCAMONGA G y mPs� — a. 5aT30y � CROSLBECliON6 +srgODcp HAVEN AVENUE - p°P�p FROM 62+00 TO 62+20 ' HAVEN AVENUE E6EOARATiON APPROVED BY: DATE: 0-14-Dg k. CRY ENGINEER RCE 42166 :o5swx vvx vamN.Nm er: Gg2 o sullE 4m ]am rwsr nPsr avnxsoN (�) NNs 705 saTos 144 or 141 69 CReoxm � No 73D em"NG No. K: \Acad\Sheet.3'lles\x-16.dwg Jut 10, 2008 - 4: Sipm Aa wm 7-U-4e X•16 WATER GENERAL NOTES 1. ME CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERNCE ALERT (1-900-22]-2600) AT LEAST TAD MRNING DAYS (48 HOURS) PRIOR TO START OF caxswuBY 2. ALL MORK TO BE PERFORMED W THIS PROJECT SMALL MEET WIN ME APPROVAL M ME CUCAMONGA VALLEY WATER DISTRICTS INSPECTOR AND SNA -1- COMPLY AM TIE CUCAMONGA VALLEY WATER DISTRICTS STANDARD SPECIRCATONS AND THE LATEST ENTON OF ME STANDARD SPEOFlCAIRMS FOR PUBLIC MORKS CWSTRUCTON, ]. ME CONTRACTOR IS RESPONSIBLE FOR SECURING MGM ME CUCAMONGA VALLEY WATER DISTRICT COPIES OF ME LATEST STANDARD DRAWINGS PRIOR TO START OF CONSTRUCTOR. ' 4.'-ME"CONTRACTOR PERFORMING WORK M MIS PROECT SHA -1- FMIUMZE MEMBEVES AIR ME SITE AND SHALL BE HELD SMMY RESPONSIBLE FOR /SIT DAMAGE TO BIRTHS - FAaUVES RE9lLMG OIRECR$ OR INDIRECTLY. MOM MDR OPERATORS. IR ETHER W NOT SAID FACILITES AAE SHOMN ON MESE PLANS. S tME MINIMUM COVEN FOR 6 -INCH AND II -NCH WATER UNES SHALL BE 30 INCHES 10 -INCH WATER ONES SHALL BE 36 INCHES, 12 -IMAM WATER ONES SHALL BE 42 INCHES AND I6 -INCH WATER ONES AND ABOVE SHALL BE 40 INCHES, 6. ME CONTRACTOR SHALL VERIFY ME EIEVATWS OF ALL EIDI WATER MAINS AT PUNTS W CONNECTION PRIOR TO MY CONSTRUCTION OF FAOUTES. MY NECESSARY CHANGES OF WATER ONE DEPTH DURING CONSTRUCTOR SHALL BE REPORTED TO ME DISTRICT ENONEM FOR REMEW AND APPROVAL PRIOR TO CONTINUANCE OF CWSTRUCTON. - 7. ME MINIMUM SEPARATOR SEMEEN WATER ONES AND SANITARY SEWER ONES SHALL CONFORM TO ME STATE OF CALIFORNIA ENMRONMENTAL HEALTH COUP, TRE 22. SECTOR 64630-0, d SAND BEDDING AND SANDCAPITOLIN ME PIPE ZONE IS REWIRED UNLESS NAME MATERIALS AAE CONSIDERED SUITABLE AS SUCH BY ME DISTRICT BURGER. 9. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WIN ME STANDARDS AND SPEORCATIONS OF ME APPROPRIATE LOCAL AGENCY. 10. ME CONTRACTOR SHALL ADAST ALL GAZE VALVE COMERS TO MADE AMR FINAL PANNG IS CWPLEREO. III PRIOR TO ME ACTIVATION OF ANY NEWT CONSTRUCTED WATER LINES. OR ANY CONNECTIONS TO EYJSTNG SYSTEMS, HYDROSTATIC TESTING AND DISINFECTION SHALL BE -(PERFORMED IN ACCORDANCE MRM SECTION ], TECHNICAL PRONSIWS. OF ME SVNDARD SPEGFlCA IMS.OF ME CUCAMONGA VALLEY WATER DISTRICT. 12RELD JOINTS AND REPAIRS TO PIPE UNING AND COATING SHALL BE IN ACCORDANCE WITH ANS/AWNA C205-00 AND C206-97. 13. ME COMPACTOR SMALL RETURN All UNUSED MATERIAL AND SALVAGED MATERIA. FROM ME JOE SITE TO ME CUCAMONGA VALLEY WATER DISTRICT WAREHOUSE OR YARD MAH N 5 MIXING DAYS AFTER COMPLETION OF WORK ON THIS PROJECT. NOTICE TO CONTRACTOR ME EATSTENCE AND LOCATION OF ANY UNDERGROUND UTUTEB OR STRUCTURES SHOYM W THESE PLANS ARE OBTAINED BY A SEARCH. CP AVAILABLE RECORDS. TO ME BEST OF WR WDY EDGE ME CONTRACTOR IS REWIRED TO TARE WE PRECAUTWARY MEASURES TO PROTECT ME UTUIY ONES BOM S OMN AND NOT SHOWN ON THESE DRAWNGS ME CONTRACTOR PURI ASSUMES ALL DA ROW AND RESPWSEUTY FOR ME MOW PIPER, CONDUITS OR STRUCTURES SHORN OR NOT GROAN W MESE DRANINGS ME CONTRACTOR AGREES THAT HE(SHE CHAD. ASSUME SOME AND COMPLETE FESPWS NUTY FOR ME .ATB SITE CONDmWS DUR NG ME COURSE OR CONSTRUCTION OF THIS PR0.ECT, INCLUBT 0 SAFETY OP ALL PERSONS AND PROPERLY, MAT THIS SHALL APPLY CONTINUOUSLY AND BE UNITED TO NORMAL MINING HOURS, AND THAT ME CONMACTpR SMALL DEFEND; INOEMI APY, AND HOD ME OMER HMOULESS PROM ANY ANO ALL UABIUtt, REAL OR ALLEGED, IN CONNECTOR WIN ME PERFORMANCE OF MORE( W THIS PROJECT. CONTRACTOR SHALL VERIFY ALL CONDITWS AND DIMENSIONS AND SMELL REPORT ALL OISpREPANpES TO ME OWER PRIDES TO THE COMMENCEMENT OR NMiK HAVEN AVENUE 12" WATER MAIN - JERSEY TO 7TH W.O. 6443/81168 I ❑A DEMOLITION NOTES - BEHOVE INTERFERING PORTON OF PIPE - FB ABANDON PIPE © REMOVE I', ❑D PROTECT IN PLACE HILLSIDE CONSTRUCTION NOTES OI . INSI If MELD CAP O2 INSTALL B' CML h C RG 90• EMU. — - Q INSTALL Or IIID CAP I� © INSTALL If X 13' X 12' CUL& C R0. ME JOIN EMSTINO 8' WATERLINE © JOIN EXISTING W SITE PRIVATE ONE BAN Oj INSTALL V DADA PER CVM CN. 8110 O INSTALL 12' X IT X W CML& C RU TEE c MSTIl1 2- BACgLOW IMAGE FOR CM SID. 0 111 I 10 INSTALL 2' DOMESTIC METER 4: BOX PER CORN smG. / 10 w 5 y I f2 .PROW 12' WARP MAIN IX! 1] INSTALL If RU GATE VALVE PFA CM SM. 0115 1 -- — 14 9l£!T2 - PMASE F ... 2 - - - I INSTA1112' RM GALE VALW PER CM Sm. 115 JHX. 10' W i6 MN NEW If CML & C PIPE I] INSTALL If CML & C RU SP Sl. IB INSIALL B' BR CML & C PIPE t 19 BRIM. B' SIL CML & C PIPE . EXB" W 20 INSTALL 8' CML & C FLU 9OF1I INBIA31 If % 8' CML & C RENFCFIR fLCO I Q INSTALL If % B' CML & C REDUCER FUG) 2] INSGLL If % B' % B' CIE. & C TEE RD'0 -I 24 INSTALL 10' BUND PLO. O REMOVE If X 10' REDUCER & RETURN TO OVID II l 26 CLOS£ IC GALE VALVE © III 12 X IC CML & C DEBUGGER FLU ABANDON 10" W �F P If 6 PHA BS JINN PVI e PPREOPOSED B WWANER JMMI B EX. 8" WJ Underground Service Alert LEGEND Call: TOLL FREE PROPOSED MAIN 1-800 EXISTING MAIN 227-2600 ABANDON MAIN��ff.��yy�a�ti5 TWO WORKING DAYS BEFORE YOU DIG BENCH MARK: PLANS PREPARED UNDER SIPERNSW OF YROR551p�u� 1'ROUNDHO DBaTINC:MCCUMSTAMPEO 059 MµA0[W y� 'SBCOBAI 11G1`ATNORTHEMTCOPAEROF =t �J ARgOWROUIEPNONAVEN AVENUE,i FTEASi `d OFBEGINNING OF WNBREMPN. eRM£x ,SEwGR E HO SSb6 Da 1z-n-ae EMNUMBER-IM CIVIL DESCRIPTION DATE dn EIEVATON-1160301-PA'A&'R.C.E. .56306 I2-0--� VACOICAL% 1. WAIEP YI ABBREVIATIONS CML & W MOT MORTAR ONES AND WRAP THE CONSTRUCTION OF THE WATERLINE FACIUTES HAS BEEN BROKEN INTO THREE AIL & C CEMENT MORTAR UNDER AND COALED PHASES TO MAINTAIN WATER OPERATION DURNING THE CONSTRUCTION OF THE PROPOSED GRADE SEPARATION. THE FOLLOWING PHASES ARE AS DESCRIBED STL 52¢ BELOW. iM PLUNGE PHASE 1 — CONSTRUCTION OF WATERLINE BYPASS TO MAINTAIN WATER OPERATION D.CD.A DOUBLE CEC( DETECTOR ASSEMBLY DURING CONSTRUCTION OF PROPOSED GRADE SEPARATION. E- MOW PHASE 2 — ABANDONMENT OF INTERFERING PORTON OF EXISTING WATERLINE FOR FAB FABRICATED PROPOSED GRADE SEPARATION EXCAVATION AND CONSTRUCTION. CVM CUCAMaxOA vwEr WATER D15Rtici PHASE 3 — FINAL CONNECTION OF WATERLINE. RDW RIGHT OF WAY CWF CONCRETE G.B. MADE BREAK FS FINISHED SURFACE R ROW UNE PC TOP CURB HP HILL PUNT T.G. TOP CRATE N.I.C. NOT IN CONTRACT 0 DIAMETER INCHES FEET BO BLOW OF M ARE HIORANT P.E. PIPE EMD S.O.W. STIP ON MOD MOW BELL END MELD E%IST. EXISTING Cucamonga Valley DEBONED BY: DRAM BY 1EI' B. YU H. SONJA Ibbk A.AWater District Y CHECKED BY: sc: E MURK ORDER No.: IwU m gpnm 1100 6443/61168 I'e11vn 4� AT.AS MAP: 2707 1 T.G. PO.: 603. 0-4 ❑A DEMOLITION NOTES - BEHOVE INTERFERING PORTON OF PIPE - FB ABANDON PIPE © WAIEP YI ABBREVIATIONS CML & W MOT MORTAR ONES AND WRAP THE CONSTRUCTION OF THE WATERLINE FACIUTES HAS BEEN BROKEN INTO THREE AIL & C CEMENT MORTAR UNDER AND COALED PHASES TO MAINTAIN WATER OPERATION DURNING THE CONSTRUCTION OF THE PROPOSED GRADE SEPARATION. THE FOLLOWING PHASES ARE AS DESCRIBED STL 52¢ BELOW. iM PLUNGE PHASE 1 — CONSTRUCTION OF WATERLINE BYPASS TO MAINTAIN WATER OPERATION D.CD.A DOUBLE CEC( DETECTOR ASSEMBLY DURING CONSTRUCTION OF PROPOSED GRADE SEPARATION. E- MOW PHASE 2 — ABANDONMENT OF INTERFERING PORTON OF EXISTING WATERLINE FOR FAB FABRICATED PROPOSED GRADE SEPARATION EXCAVATION AND CONSTRUCTION. CVM CUCAMaxOA vwEr WATER D15Rtici PHASE 3 — FINAL CONNECTION OF WATERLINE. RDW RIGHT OF WAY CWF CONCRETE G.B. MADE BREAK FS FINISHED SURFACE R ROW UNE PC TOP CURB HP HILL PUNT T.G. TOP CRATE N.I.C. NOT IN CONTRACT 0 DIAMETER INCHES FEET BO BLOW OF M ARE HIORANT P.E. PIPE EMD S.O.W. STIP ON MOD MOW BELL END MELD E%IST. EXISTING Cucamonga Valley DEBONED BY: DRAM BY 1EI' B. YU H. SONJA Ibbk A.AWater District Y CHECKED BY: sc: E MURK ORDER No.: IwU m gpnm 1100 6443/61168 I'e11vn 4� AT.AS MAP: 2707 1 T.G. PO.: 603. 0-4 A ❑A DEMOLITION NOTES - BEHOVE INTERFERING PORTON OF PIPE - FB ABANDON PIPE © REMOVE ❑D PROTECT IN PLACE HILLSIDE CONSTRUCTION NOTES OI . INSI If MELD CAP O2 INSTALL B' CML h C RG 90• EMU. — - Q INSTALL Or IIID CAP I� © INSTALL If X 13' X 12' CUL& C R0. ME JOIN EMSTINO 8' WATERLINE © JOIN EXISTING W SITE PRIVATE ONE BAN Oj INSTALL V DADA PER CVM CN. 8110 O INSTALL 12' X IT X W CML& C RU TEE Oe MSTIl1 2- BACgLOW IMAGE FOR CM SID. 0 111 0 10 INSTALL 2' DOMESTIC METER 4: BOX PER CORN smG. / 10 w 5 INSTALL FIRE HYDRANT PER CVM M. / 113 f2 INSTALL B' FLU. SAM VALVE PER CVM Sm. / 115 1] INSTALL If RU GATE VALVE PFA CM SM. 0115 1 -- — 14 INSTALL 2' COPPER SEANCE PER CIMO Sm. / 103 - - - IS INSTA1112' RM GALE VALW PER CM Sm. 115 JHX. 10' W i6 MN NEW If CML & C PIPE I] INSTALL If CML & C RU SP Sl. IB INSIALL B' BR CML & C PIPE t 19 BRIM. B' SIL CML & C PIPE . EXB" W 20 INSTALL 8' CML & C FLU 9OF1I INBIA31 If % 8' CML & C RENFCFIR fLCO I Q INSTALL If % B' CML & C REDUCER FUG) 2] INSGLL If % B' % B' CIE. & C TEE RD'0 -I 24 INSTALL 10' BUND PLO. O REMOVE If X 10' REDUCER & RETURN TO OVID II l 26 CLOS£ IC GALE VALVE © III 12 X IC CML & C DEBUGGER FLU U 26 INBTNL III X If X 10' CAL & C RG. TEE Jil 29 INSTALL I2' STT. CML & C PIPE ]0 INSTAll If BLIND F.G. 31 INSTALL B' MCD.A PER CNet STIR. 0110 ]© INSTALL D' BUND R.G. 8H I O INSTALL 8' CLE & C BE X PE MED 45' Ell ]4 INSTALL 2' REMOVABLE B1DAUFF PER CM Sm. 0118 ]5 INSTALL Y -PWG ]6 REMOVE 12' % 10' REDUCED & RENBN TO CVM I] INSIALL If ML & C PE X PE NIID 2T EL A HILLSIDE WILSON BAN AN h 0 w 10 S SELINE 9 FOETHIL U >1 Jil ARROW > ¢E 8H I \PROJECT I SITE I 0 VICINITY MAP SOME I,1000 CUCAMONGA VALLEY WATER DISTRICT HAVEN AVENUE 12" WATER MAIN - JERSEY TO 7TH -TITLE SHEET PHASE 1 12' WATERLINE HAVEN AVENUE DRAWNG No. 006-W47-1 SHE 1 OF 7 "'k CONSFACAUR MAU FIELD J6' CW - EAISTNG SURFACE 42' COYER - PROPOSED SURFACE 1 AtE. 4--1:_.:...I._-.I-1--:--1'-1J-1 �'__I_-I_. HvRzIr^ 4 _LLL--�_L -OER-II_.4 ! --- 1.-I -__r' !-_' L 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 PROD SERNCE CONxECITON Al W.O. 6µl/fillfi9 PHA'£ 1 le X 12' MOD E 66O995fiB1O9 ptOO �� MS lEE - - 3+ -14+W--- -1HOO - 15+pp 16092 EWE DIM MAIN QY PM STA 11+09 ( ) ry ( _ _ (RY OMfRS NO OW -R79-3 3 EAST 12 Wa I PROP. R ' RY OMERS)yy 1 RY GRIERs PRM. ESP � I - - ) - +0 16+815 DEPOT DR. - - a m _ _ PROPOSED STIN DEPOT O R H1u.O./elDb PHASE CONNECTION N IB55I 7"" CAST. I" BACMfLOIV 0£NCE AND GPROP IPROI O5ED 4923 0" ST- CML h C 1 _ _ E 669895].9/66 H N I (BY ONIEIIS) PIPE ON W.C. BHJ BIIBB PHASE 1 PROP. REDWING MU I� EAISL 6' FlRE SERNCE i (BY DINERS) LI, ,I . Ek15S, lO" IYAIEF MAIN _.PROP RETAINING IYA4 ON COM DIM NO. I6-02 ]dW o ABANDONED R/W� _. (BYOMERS) EL5T. VOGUES RC ASTER _.__ _ ---__- __ —___ PRWOSFD 1092 8' SR CHL h C EVSS 15' MP SPUN 9'E/q ; ABANDON EBSTNO IS CONNECTION CROSSING PIPE ON W.O. BMJ II88 PRAY 1 n CIMO OM NO. 64 54-2 I NAl4! AVE W.O. 04{3/81108 PHASE 1 N iBS51695 e —P O�eµl% 11 � LCPlNEETON 4SIW l - 4w HIM 59+00 - SIUW SEiW E 690219.3114 _ _ __ __ I I 6 PN 1 £A]ST MEDIAN - 1 - �- - 3 5 FDNRE NS 50 2] E/CL E sw9u9.le9z EAST rI NO. 1 MAIN DY AVENUE tar GMExs) CIMO DNC NO I6 -_02 -AW i. _ HAVEN— _ _ '. EXISL CURB— ' ANO CUI _ Ekl EAST. 6 F.H. - PROP. IEFIZCN• I� /-A1 JJLLII„ NNRE 21 NRW EXIST l6' L HAP MAIN 16' _ —JY OM S) W FAST. J' GAS MAIN N/Q PARCEL NAP NO 6194 1]4 S/¢ _ `EAST. 9' CAS MAIN W PROP. V£R/ZON — EAST. 152" MAO 31.5' HAV 64f E/@ =�- V A (By OMERS) �^ EXIST. LERIZON _ I Q 46'}SIT IE14 EAST. ]O' lTP SEIIrR '} �I ON DIM N0. CO6-51-] - ' ro SE Q T EAST ID WATER MAIN PER 40 20 0 40 80 [] CAM DISC. 161 89 -MZ -2 / PHASE 1 II I i finch w FEET 22 22 27• 27 CONSTRUCTION OF THE WATERLINE BYPASS TO MAINTAIN WATER 54' OPERATION DURING CONSTRUCTION OF PROPOSED GRADE SEPARATION BENCH MARK: PI -ANS PREPARED UNDER SIPERM9UN OF n®ra'vo�,'U*lo DESIGNED BY: DRANK BY: CHECKED BY: I- ROUND HEAD BOLT IN CONE CURB STAMPED Cucamonga Valley UCAMONGA VALLEY WATER DISTRICT D06 -W NO. 'SBCOBM 411O-ATNORTHEASTCORNEROF � B. YU H. BONA D. YU006-W4]-2 ARROWROUTEANDXANENAVFNUE,IFTFfST ��i�Water DistrictOF BEGINNING OF CURB RETURN.- }_� scAle WDRH ORDER Nc.: HAVEN AVENUE 12" WATER MAIN -JERSEY TO 7TH BAINUMBER-/row ,P„ -uu„m 1:4D 6443/81166 LINE"A- PLAN AND PROFILE PHASE/ ///LX l�/zw F.C.E. 56]Ofi IiSL-P9 rse,al:ml STA 1n+nn Tn 19A0 sxS. 7rc7 4' F➢C a 3 EASEMENT PURIM SIDE PRIVATE GDF INS All 4' me O' CONSTRUCTION NOTES O INSTA 8- WL k C RG 90' P I ® INSTALL 1Y % If X IV R0. IEE © AN EXISTING CN -SITE PRIVATE NNE SEES SECT u l OT CHECK pE1EC10N ASSEMBLY BEEN INSTALL B' OWA PER CYA11 STI. 1110 — - - - WBBEENSECTION O9 .NWT 2- BAL%ROW DEMM PER CVAO SN. 1111 IG INSTALL 2' pWAES1IC METER k BOX PER CVAO M. 1103 2B B5 11 INSUU1 RRE HYDRANT PER CVAO SIO. 1113 I2 INSTALL 8' RCD SAM VALVE PER CYAtI SM. 1115 PFCP03D F/1Y O la INSTALL 2 CWPER SEANCE PER am sm. I10 15 INSTALL 12' f10b CAIS VALVE PER CN1D M. 1 11S /-EAST. fO' WATER MAIN --------- ---" IB INAA110'SIL CMLkCPIPE 1/ B IB INSTAR 8' ST. (Al. k C PIPE ___ 21 INSTALL .T % e' CNL & C REDUCER RC ._ _____.-____._-_.__. Q INSTALL 8' X B' CML k C REWCER RG. �T INSTALL B' X B' % 8' PE %R0. TEE ID T _ 29 INSTALL 12' SIL CML & C PIPE PR OPUSES) WAB T - \-ra e DEPOT DR. 8' SR CML k C PIPE - PRGPGM GAN' 1EF� PROPOSED SERVICE CONNECTION AI SCALE 1:5 2 k 3 I i 29 IV N TO METING E IN - NNE A PHASE 1 CONSTRUCTION NOTES Q INSTALL I2' MEED CAP rA1 15 IMRPU1 12' RCD DATE VALVE PER CM SN. 1 115 V, fl INSTALL I2' CML & C PIPE R.G. OO- ELL RB INSTALL 12' SIL WL & C PIPE ❑A MOLE INTERFERING PORTED OF PIPE _ O ABANDON PIPE �-I e I DEPOT DR.; 11 (M BE EM wi SII PROPOSED 8TH ST & DEPOT DR. CONNECTIONBI LEGEND 5G -1:5 P ---a--- SEXIER — WAIF --un MEMOPWTAN WATER DISIRICF >�— NONRECIAIMABIE WANK —a GAS —� ELECWICAL --r TLEPHONE —w CABLE FIBER DPRC ® ABANDON & REMOIE EXISTING WAIEAIMES DURING EXCAVATGV CONSTRUCTION NOTES © INSTNL 12' % fY % 12' CML k C RC. ME 1 15 INSTALL IT PA OATS VALVE PER GYMS SID. 1 11S NWflE A2' STWN BRAIN (BY OTHERS) 2T NSTALL IT % 10' CML & C REDUCER FUG. _ __—_. 20 INSTALL IT SIL CML k C PIPE HAVEN AVENUE PROPOSED HAVEN AVE. CONNECTION ci SC4£: 1:5 21 ABANDONED B' WATER MAJN- (Tl BE REM04ID BY ROADWAY CONTRACTOR IN PHASE 2) I HAVEN AVENUE I —FAST. IY WATER MAIN (10 BE REMOVED BY ROADWAY CQY1RACipL IN PHASE 2) CONSTRUCTION NOTES . O] INSIAN. ,2• XElD CAP JD INSTALL If BUND R0. ❑A IMMOVE INTFRRPINO PORTION OF PIPE OABANDON PIPE II I ABANDON EXISTING 12" CONNECTION CROSSING HAVEN EI SGAZE 1:5 22 N PHASE 7 ` CONSTRUCTION OF THE WATERLINE BYPASS TO MAINTAIN WATER OPERATION DURING CONSTRUCTION OF PROPOSED GRADE SEPARATION BENCH MARC: PI -ANS PREPARED UNDER SUPERMSON Or [ppi[SS/Re; i'ROUNO NEAO BOLTIN CO4G CURBSTAAIPED ,gt"ppAO[x yfl 'SBCO SM IIIIWATMIH0 A6TCORNEROF PRROWROU ANVHANEN AVENUE,... EAST BFAOEN YUFSENIpP ENGMEE.T N `9](b OF BEGINNINGGFCVRBRENRN. [rp,41Y_Di_p5 RMNUMBER`10100 //./o.eIG R.FE 16306_ 12-31-0B AHFFO i1AU1� DESCRIPTION VALE APP'0 ELEVATION-11ED21 DESIGNED BY: DRANN BY; CLAMED Sl . pRAWNG No. UCAMONGA VALLEY WATER DISTRICT B. 8 1 H. BOBJA B. YU HAVEN AVENUE 12" WATER MAIN - JERSEY TO 7TH 006-W4T-3 SGAIE WORN ORDER No.: 1:5 Boo/Buse CONNECTION DETAILS PH.1 ATAS MAP: 2T0I T.G. PG.: 603. B-4 222C) 26 TH ST. Bow 7+42 1 MIRING T COPPER PROP. R//wµ I. PIPE WYNECRCN TO BE -- _ (Bl pMiRs _ _ _.._ a 0W/81 03 OH65E z 4 PRIX'. RETAINING JN4U PROP. FETURING WALL N /fA56'8]8H811 8 02 1 0 P I. (BY OJNLFS) (FY DINERS) E 888CIX0.B9J] _ E}IBRNO ]OSY 3' COPPER PIPE TO BE $ N I81)AJ0.4S2 \ PROP RETWI AINING WALL ACANOONEO R//WW_ Tye - — W=0H3 011 - E 669CAT8) __.. �___.._ _ _ _. _ (_:,.- - .. - K- (FY OTHERSJ�_ _ n0Ni0CNm 8B PHnSE 2 N 185891/9101 -� 561 _ _ _ _ _ _ _ __ _ _ j E 889 'I e f" + N IB3818819)B £p1RNC 6' WATFRUNE PEA F M E 669a4Jzna HAVEN AVENUE - - CM CHCS u-pr-nw DD HfJ-_—_—_— T•0v x$ao _—_ eTTm ___—_—rte}DD ss.m __ 6wEH__ _ owWliv mxmn"c°Am°a�°aL er °'�aof 6�a 6i00 H wN —_ R —_ $ _— _ —_— — —_ - WO.E 8469DIJSB8312 - _— Lj _—_— - _ _— —_- O N IE`CUC7]9J5 B] Z , PER CN10�I0 i 16-0BET W J - - T -T...... T- T - --. _.- - - - P ]JW A864pON A _ _ - - -/.• \IXISL F/W j _ /YYY t I EpSTNO 910Y 10 SR. CML @ W PIPE ltl '� � FOP. \ I 1 1 N 185]CB1782l 7 �T �� P h_ E6i80N8B601 BE ABANDONED IXI W.0. 841) BIIBB PHAE£ 2 (8Y OM SJ \ ' T -JIROP. R/W (BY ON, RS) T �'.. T..__. —T'T-- I6rw T _'- ;,. I� \� \\'� III DEPOT DRIVE ( _ _ONE ax w.D. 8443/mme PxASE z - III; -- \ \ \ a ♦• S.' -- - I _ __ / PROP. EJAIN NC WALL CRIERS) O — payE (Br O G WALL PROP. F O \ I I \ \ RETAININi I O I Ld / It. CUL k W PIPE MO REMOVED - - - - __._ - _ -. 1- Br ROwwnr mLTRACTI R ON W.O. HAVEN AVENUE IL,I BMJ/01168 PHASE 2 A2 > II N IB551BB3B96 5 I O V) E 6590149.1892 NyW _ S K W f].W _ 18�t0 _ !9� _ _ .A _ OJ -,..-$�52NO. ¢ Z _5 "NO 100'3 10 LML 8 W PIPE M BE fUNR •. o , - J' w = ABANDU Q4 W0. 6443 61168 PHASE 2 N 1655964.2BS5 w E SRAPM DRAIN -.. I,I - - (BY DINERS)E66901A5W1J _ N18559BOB4J9 (n= E65901M.B5_AJ _ _ () _� N 185598)8359 REIROYED B' SR CML k W %PE T B SE B2 E 66901499440 RELIOVED BY ROADWAY CONTPACiCIt 90 PHoL 2 $ _ W.O. 6MJ/B118 N 185598824 7TCRIERS) - -� LEGEND —s — SEND? x WA CER -- METROPOLITAN E WAR 0/SIFICf NP4RECLNMABf£ WA1£RELECTRICAL ({I OAS 2 r - U-1 MEPHOME " ACACIA , • 1 A ST. SEROPE PHASE 2 ABANDONMENT OF INTERFERING PORTION ® ABANDON h REMOVE EXSGN0 WATERLINES DURING EXCAVATOR OF EXISTING WATERLINE FOR PROPOSED GRADE SEPARATION EXCAVATION AND CONSTRUCTION SCALD T£ 1: 40 BENCH MARK: PLANS PREPARED UNDER SIIPERNSION OF app{FSS/ DESIGNED BY: DRAM BY: CHECKED BY:IIIIIIv 1'ROUNDHEADSOLTINCONCCUR95TAMGE y�a4KeER° Cucamonga Valley UCAMONGA VALLEY WATER DISTRICT DRAWxc No. 'SECOBM 01101'ATNORRIFASTCORNEROF o 'E, B. YJ H. BORM B. YJ 0[16-Vl47-4 ARROVIRW ANDHAVENAVEN.1,1tTEAST Com' s Water District OFBECINNINOOFCIIRBRENRN, BRADEN 1]MSEAIbt * EVH.°i 16Sm * SCALe - MRK ORDER No.: - HAVEN AVENUE 12" WATER MAIN - JERSEY TO 7TH BM NUMBER-1WN'Pr4J Hurt o+� .un ""s ow.'naau�aenuuln 1:40 6443/81158 10" WATER LINE ABANDONMENT PHASE DESCRIPTION DAME d�rD ELEVATION-110MI p'A,•n� R.C.E. 56306 IL1L-PB FOf CAU1 usavm MINOR -7 6HL 4OF 7 RAS NAP: 2JCJ T.G. PC.: 603. B-4 I i I T �'.. T..__. —T'T-- I6rw T _'- ;,. I� \� \\'� III DEPOT DRIVE ( _ _ONE ax w.D. 8443/mme PxASE z - III; -- \ \ \ a ♦• S.' -- - I _ __ / PROP. EJAIN NC WALL CRIERS) O — payE (Br O G WALL PROP. F O \ I I \ \ RETAININi I O I Ld / It. CUL k W PIPE MO REMOVED - - - - __._ - _ -. 1- Br ROwwnr mLTRACTI R ON W.O. HAVEN AVENUE IL,I BMJ/01168 PHASE 2 A2 > II N IB551BB3B96 5 I O V) E 6590149.1892 NyW _ S K W f].W _ 18�t0 _ !9� _ _ .A _ OJ -,..-$�52NO. ¢ Z _5 "NO 100'3 10 LML 8 W PIPE M BE fUNR •. o , - J' w = ABANDU Q4 W0. 6443 61168 PHASE 2 N 1655964.2BS5 w E SRAPM DRAIN -.. I,I - - (BY DINERS)E66901A5W1J _ N18559BOB4J9 (n= E65901M.B5_AJ _ _ () _� N 185598)8359 REIROYED B' SR CML k W %PE T B SE B2 E 66901499440 RELIOVED BY ROADWAY CONTPACiCIt 90 PHoL 2 $ _ W.O. 6MJ/B118 N 185598824 7TCRIERS) - -� LEGEND —s — SEND? x WA CER -- METROPOLITAN E WAR 0/SIFICf NP4RECLNMABf£ WA1£RELECTRICAL ({I OAS 2 r - U-1 MEPHOME " ACACIA , • 1 A ST. SEROPE PHASE 2 ABANDONMENT OF INTERFERING PORTION ® ABANDON h REMOVE EXSGN0 WATERLINES DURING EXCAVATOR OF EXISTING WATERLINE FOR PROPOSED GRADE SEPARATION EXCAVATION AND CONSTRUCTION SCALD T£ 1: 40 BENCH MARK: PLANS PREPARED UNDER SIIPERNSION OF app{FSS/ DESIGNED BY: DRAM BY: CHECKED BY:IIIIIIv 1'ROUNDHEADSOLTINCONCCUR95TAMGE y�a4KeER° Cucamonga Valley UCAMONGA VALLEY WATER DISTRICT DRAWxc No. 'SECOBM 01101'ATNORRIFASTCORNEROF o 'E, B. YJ H. BORM B. YJ 0[16-Vl47-4 ARROVIRW ANDHAVENAVEN.1,1tTEAST Com' s Water District OFBECINNINOOFCIIRBRENRN, BRADEN 1]MSEAIbt * EVH.°i 16Sm * SCALe - MRK ORDER No.: - HAVEN AVENUE 12" WATER MAIN - JERSEY TO 7TH BM NUMBER-1WN'Pr4J Hurt o+� .un ""s ow.'naau�aenuuln 1:40 6443/81158 10" WATER LINE ABANDONMENT PHASE DESCRIPTION DAME d�rD ELEVATION-110MI p'A,•n� R.C.E. 56306 IL1L-PB FOf CAU1 usavm MINOR -7 6HL 4OF 7 RAS NAP: 2JCJ T.G. PC.: 603. B-4 HAVEN AVENUE ------ EXISTING 2" COPPER PIPE CONNECTION TO BE ABANDONEDoz SGIE 1:5 4 m jCONSTRUCTION NOTES HAVEN AVENUE Z NSTALL 1O• BLAND M. WB CLOSE 10' OATS VALVE 6 , MIOVE INTFAPFAINC PCATON OF PIPE ❑D ABANDON PIPE ABANDON & RE31oVE I I B W 1D' BTL CML W F0 PROTECT IN PLACE TO BE REMOVEDD BY —ROADWAY CONTRACTOR T T 4 W A 16 C EAST- 10' CIALMI WATER MAIN L` _.� ', AAAA....... FASL 10' CNIhW WATER MAIN -__......._.. EAST. TEE D EXISTING 940' OF 10" STL. CML&W PIPE TO BE REMOVED BY ROADWAY CONTRACTOR Cz SCAMP Bs 4 tde'kW IIII&I[•]a0.[•]1�9 p B' NOD CAP t] INSTAIL B' CASE VALVE ]] NSTA11 w BLIND No. ❑A REMOVE INTERFENNC PORTON OF PIPE ❑B ABANDON PIPE yII Ib III EXISTING 8" STL. CML&W PIPE TO BE REMOVED BY ROADWAY CONTRACTOR ez SC4E I:5 ; MST. ID' WATER CONSTRUCT] O wstA f0' mo CAP 36 CLOSE 12' CATS VALVE ]0 MUM IV BUND T-4. 3B REMOVE & RETURN IV % 10' CUL & C REDUCER TO CWD yyyyyy __ _ _ NNRE 3STORM-ORNN (BY O1XER5) EA REMOVE INTEVEMIG PORTON K PIPE ❑D AUAHDOU PIPE HAVEN AVENUE ABANDON I0' CYAL&W WARDRIINE (TO a REWOVED BY ROADWAY ttWIRACTPR) EXISTING 10" STL. CML&W PIPE TO BE REMOVED BY ROADWAY CONTRACTOR Az 4 PHASE 2 ABANDONMENT OF INTERFERING PORTION OF EXISTING WATERLINE FOR PROPOSED GRADE SEPARATION EXCAVATION AND CONSTRUCTION BENCH MARK: PIPNS PREPARED UNDER SUPERN4gN OF .p ppiES/N.� DESIGNED BY: DRAM BY: CHECKED BY. 1'ROUNDHEADBO.TINCCPN000RBSTAAIPED AY OpAo[N y� p Cucamonga Valley 'SBOOBM 01104-ATNORTHEASTCORNEROF jC.�P/6� €, B. YJ H. BORJA B. tv PAROYN R001EAN0 HAVEN AVFNUE,IREART BflAOEN YU, EElNOR EN Na 59%8 Water District OF BEGINNING OF CUM MMMN. * Fry IT -]i -O6 * AAA SCNE: RGPK ORDER Na: BMNUAIBER-10MO 'rAfl CIVIL o'T iwu max,�re wsar' d"flm I:5 6443/61168 DESCRIPTON DAM d�ro ELEVATONIIWAI RACE ifi3Pff_ 12.11=PB AFOI CAU\ Amxa ciunpagl r . UCAMONGA VALLEY WATER DISTRICT D6_A' N-0 000 6—W4]-5 HAVEN AVENUE 12" WATER MAIN - JERSEY TO 7TH CONNECTION DETAIL PH.2 SHT. 5 OF 7 r 'r L:UNS I NUUI 2UU Y tl DI L. pML K U'YIH �I { __11---I, IJ _ _._!__ •-�__ _ - - -- 1- _ I. _� -' �_ cw. cu Fs BY Bwws :I� I I �If?V N _ _�— _ _ _ ___ _ _ PF !AVEN E �`�sr. reow HNsrau L_ir�- if _ g _ N m G I N -- N ww� >090,.—� int of .: S d ld d.. .I_. Ex Eon I Go aG,mm- -I 1 1 I_ _ _ �— 1--_ - - _ - — T_ I 14 MCI I I If~_ I -j ' CA sp* JI —1 I __1 1 iT1 I II I r_G d d G d AYs --I—LE HOR101 scute _--_ 40 - - 1 VERT: 1 C -_-r - �e CONTRACTOR SNAU RRL VERIFY 10+00 11+00 12+00 13+00 14+00 15+00 AU. EXISRNB UTILITIES Ly n PROP, BAN II 11+00 -- 13+00 - 1++00 -- -- IbEW - I6+00 _ 16+81.56 44+00 _ I5.W / / ,5 t — I6+W EASEAIENi -F }I/ DEPOT DR. -. PROP. RETAINING WALL (BY OTHERS) 16+00 _ I PRG .. RETAINING WALL - o.., (BY OMEdS) .N EXISL 15" 4CP SCION 9' CA NEW B• RARINE k BY HYGTMF W HAVEN ALE CAR) ORA. NO 64-54-2 STA 12+B697 OPFEEG NODDED B3 N I&SS7755/52 - 'W p 46+0047+0046+[Op _ 19NM _ - E6690146.BIB.I a 5140 5i+W - IXIST. MEDIAN v 1 SEE DETAIL A ON SHEET 6 FOP - PROP. 42" 50 27' E/� A3 12• waBUT unrN nE OLER ry HAVEN AVENUE r'(BY OTHERS) STA IOICO E 6690149.2499 a PFCP05Ep 19't 6' SIL CML k C 1 PIPE ON W.O. 4U B �— �EXISi CURB — BOB 12+927 3 — 9 98 ANO LUTRF "N I&55766.496J SFA' 13+4125 C3 E6690146 Zb6 NIBS576J.OIJI 7 1 I E 669p20ST157 110r EXISL 16 WATER MAIN ib`N�L I -.- PROP, 4ERQON PROP TI NRA? 1 PARCEL MAP N0. 6/94 PROP. VEFIZON J - JJ„ f (RY ORIERS) -(RY OTNEAS) EXIST, J" GA L`AyI EATSi. IST"MHp JL5'N/PE —N� MAIN 17A SA (BY WHERS)EXIS:`F� - (BY M:1Pc OWN 4 AS 1_) N' / (()I F/A/N 69't E/� 46.1 5lERlZINJ� I II UQ Q,1 CASE& Q II lJv � I I 54' PHASE 3 FINAL CONNECTION OF WATERLINE BENCH MARK: PLANS PREPARED UNDER SUPERIAGON OF 1'ROONO HEAOBOLT LURBBT Fig'BOLOBM ARTHE ROF OII01'Ai NDRRIFASTCORNEROFJ,/-'�g,AVENUE, IFTEA noxT - BFA�."�OF BEGINNING OF CURB RETURN. *BMNUMBER-1030SCAPPON OAIE APP'O ELEVAUON.tWIDA1 'b� R.C.E h6JO 12--2L-QH O• RRELNE RE OVER 1 1 EiGST PROP, F (BY OME 5 1+42 I i 1 T l• AAURG imRAVFAR ^o, HAVEN AVENUE g I rt EAST. MEDIAN �N ]rM7AJ5 EXIST. 10 ML Y W WATER NntCWA) DNG NO 16 0}7}W�SONI I W I ' ' EXIST 6. FIR ' PHASE 3 FINAL CONNECTION OF WATERLINE EXIST 10" NATER AGAIN ON � CNIO ONA. N0. 98-N92-2 0 I SCALE IN FEET I inch = Il. Cucamonga Valley DESIGNED BY DRANN BY: HE B D BY: DRAWING No. UCAMONGA VALLEY WATER DISTRICT B. w H. eo9dn B. w 006-W17-6 A_.& Water District SCALE nroRR ORDER No.: HAVEN AVENUE 1211 WATER MAIN - JERSEY TO 7TH „g7s7ANq�� 1:40 s441/8116e LINE IF' -PLAN AND PROFILE ORSIT CTA 1nLVITh1SiC9 IwT Ano 7 161\� 24 INSTALL S' DUMB RG'D — 2© INSTALL IY % IV CML & L REDUCER RG. 2B INSTALL 12" % 12' % C CML & C WELD BEE OI I 29 INSTALL 12' CML & C PIPE INSTALL flEMOVOlABLE BLOMOR PER CV89 51D/ 118 - ST INSTALL IT CML k C PE % PE 22' WELD ELL IR © REMOVE BUNG fLPNGE � v FD PROTECT IN PLACE 6 / / v m 3 � PROPOSED HANDICAP RAMP ( 9Y 0THEEIR ---------------- —---------------- -- ----- PROP. y OT & GUTTER — I Cpl Pe G � 6 m 29 v \�E%ISRNG JO'sENERUNE1 Al N M1 HAVEN AVENUE a /'-EXIST. 10' GATE VALVE CURB DTGUTTER EXIST. UP % UP TEE \el j LQ W�1 — T — — T 337 W ^D EPSRNC 10' SM OWL & C PIPE - A J �EYJSL RATE VALVE EXISnNG CON0. SOEWALH U tl I I E%ISi. R/W \ J I PROPOSED 12" WATER MAIN TIE—OVER ACROSS HAVEN AVE & JERSEY AVE. 03 SCAL 1:5 5 NEW 8" FIRELINE & FH IN HAVEN AVE. e3 SCAM 1.5 6 EXIST. 10" v 12" REDUCER EXIST. 10' WATER MAIN - CONC. SIDEWAI EXIST. 1T % tY INSFALL MC PER CITY OF F.C. � CONSTRUCTION NOTES I6 JON NEW 12' CML & C PIPE 19 INSTAL 12' SM CML & C PIPE a — _ NNRE 42- STORM © REMOYE BUND FlRICE a DRAIN (BY OTHERS) C e HAVEN AVENUE SEXIST. IT GALE VALVE -AND GUTTER ---------------------- 12" WATER MAIN TIE—OVER A3 SCALE: 1.5 6 OB CONSTRUCTION NOTES INSTALL IY % IT % G' CML & C RG TEE FAB. II INSTALL FIRE HYDRANT PER CM SID. / 113 12 INSTALL 6' RG. GALE VALNE PER CHAD SID. / 115 FUNRE 42' STORMOflAIN — — (BT OIHERS}� — — IS INSTALL 12' RG. GALE VAI -ME PER CM SM. 8115 1 p INSTALL 12' CML k C RC. 90' ELL IB INSTALL 6- SM. CML & C PIPE HAVEN i9 INSTALL 6' SR CML & G PIPE HAVEN AVENUE 20 INSTALL 6' CML &CRC. 90' ElL 10�IE 0- 21 INSTALL IT % B' CML & C REDUCER R.G. .� 29 J] INSTALL 1Y SIL CML & C PIPE INSTALL 6' CML & G PE % PE NEID 45' EU - NEW 8" FIRELINE & FH IN HAVEN AVE. e3 SCAM 1.5 6 EXIST. 10" v 12" REDUCER EXIST. 10' WATER MAIN - CONC. SIDEWAI EXIST. 1T % tY INSFALL MC PER CITY OF F.C. � CONSTRUCTION NOTES I6 JON NEW 12' CML & C PIPE 19 INSTAL 12' SM CML & C PIPE a — _ NNRE 42- STORM © REMOYE BUND FlRICE a DRAIN (BY OTHERS) C e HAVEN AVENUE SEXIST. IT GALE VALVE -AND GUTTER ---------------------- 12" WATER MAIN TIE—OVER A3 SCALE: 1.5 6 - -� ''11nnI`III N.T.S PHASE 3 FINAL CONNECTION OF WATERLINE 32,22,12""'PM _ BENCH MARK: PLANS PREPARED UNDER SUPERVISION OF epOFE59/ DEVONED BY: DRAWN BY: CHECKED BY: DRAWING No. s9 N^0EX W Cucamonga Valley UCAMONGA VALLEY WATER DISTRICT -'POUNDH 1104-AHORIVCCUR08SOF 0 4 OOfi-W4T-] ARNI-SBCR UTEA DHAMi AM...... OF ` �� 'E, B. nl N. BONdA OF BENRWGOFCUBRETURENUE,IFTE45T FAOEN YLKSEN,Oa nn Y]D6 S Water District HAVEN AVENUE 12" WATER MAIN - JERSEY TO 7TH OPpEGINNINGOFCURBRETURN. * Ey,R-0I-M .k SLAIE: WORK ORDER Na.: nvD �� ""wP MN q 1:5 6443/6/168 CONNECTION DETAIL PHASES ELVATIBN-11D]]0 m4a.N R.C.E. 56306 12-31-0 M4jCOT CAL -to : au'VCAus�m DESCRIPTION pAIE d�rD EIEVATI0N�11E03D1 I"fM»^¢1gi A1CA5 MAP: ZIO] T.G PG: 603. B-4 — SHL TOP l ZZ20 HAVEN AVENUE '1 I PROPOSED SO' � SENERLINE (BY OnIERS '. _ _- _ Exlsnxc aw� G 19 .5 I EpSi, 8' CAIS VA6E I I� I CONSTRUCTION NOTES i I y O INSTALL 0' CML & C RG'D. 90' EIL FAB i m O$ JOB EMSTNO B' WAIERUNE IB INSTALL 8' SIL CML & C PIPE I I I9 INSTALL B' SBL CML & C PIPE 2] INSTALL 8- X 6- PE % RG'0 IEE 31 INSTALL 8- D.C.D.A DENCE PER SM SM /110 1 © REMOVE BUND RANGE LIi 8" FIRELINE TIE OVER ca SCALE. 1:5 6 - -� ''11nnI`III N.T.S PHASE 3 FINAL CONNECTION OF WATERLINE 32,22,12""'PM _ BENCH MARK: PLANS PREPARED UNDER SUPERVISION OF epOFE59/ DEVONED BY: DRAWN BY: CHECKED BY: DRAWING No. s9 N^0EX W Cucamonga Valley UCAMONGA VALLEY WATER DISTRICT -'POUNDH 1104-AHORIVCCUR08SOF 0 4 OOfi-W4T-] ARNI-SBCR UTEA DHAMi AM...... OF ` �� 'E, B. nl N. BONdA OF BENRWGOFCUBRETURENUE,IFTE45T FAOEN YLKSEN,Oa nn Y]D6 S Water District HAVEN AVENUE 12" WATER MAIN - JERSEY TO 7TH OPpEGINNINGOFCURBRETURN. * Ey,R-0I-M .k SLAIE: WORK ORDER Na.: nvD �� ""wP MN q 1:5 6443/6/168 CONNECTION DETAIL PHASES ELVATIBN-11D]]0 m4a.N R.C.E. 56306 12-31-0 M4jCOT CAL -to : au'VCAus�m DESCRIPTION pAIE d�rD EIEVATI0N�11E03D1 I"fM»^¢1gi A1CA5 MAP: ZIO] T.G PG: 603. B-4 — SHL TOP l ZZ20 AFOOT 1111._ GRADE Flu GRAND 2 COMMIT NUMBER 26th ST DATE STARTED z JENId N'o stag 0 STI Vp SCALE) MORDLI PRECA52R SITE F� I FAm. i SAN BEI .Jr?i-' .ry To A. STAMET LIGHT [Its S - — :'.I TO ROd 0-3 LEGEND OF CONDUIT STF (CONVENTIONAL U.G.) Mason r.o. cam no. [oa-.� aF a ,r. Lamm o (o FIT! Og lu—_ L ]—rur.ur L� STRUCTULD ,As COPer Ca[a—�` NH' 1: el UGHT D11 GRADE reEOF GRAND evx LO.IIri�[u LGH. COMMIT NUMBER . DATE STARTED FROST URGE SAUDI N'o stag 0 STI Vp SCALE) MORDLI PRECA52R Co. cc rut aE FAm. i .ry To A. r STAMET LIGHT Ira. ccmlm PALO.— -7m— .. a, e(EERaICF Pao Ip CUPOIEG IT ,. ....... OR Cr u I v 1.1I. II PaoSO�DATA, .I Iff OF Al D'Evo m Io- FALL er e DENOTES THE FOLLOWLEII V5170346 Oe CONDUIT ATHauT E c sE -1 ACCEPTABLE FOR PORTIONS OF THE ' vall ONLY ONE OR TOLD CONOULL SEMI -ENCASEMENT IS RENEMRED F� cusl:ou PORTIONS OF TRENCH LOU LOT LNRM THREE OR FOUR COTOWITS. 9552]679'r^I FULL ENCASEMENT 15 REOUIREO Ili MORE THAN FOUR CONEWITS 3: flea. 5/24/05 CONCRETE PRODUCTS Ivil rva, Or nnnvm.clld rm eM al"me';onair nwe9e ne TENSILE PREG4 uvrl W. WITS.rPnea,�(gag)e350-4111 `I. 9v].I r.VAULT v, 10650 xeIIA A. COSTS., CIA 0pn" , Iso,) 420-370 aLL He, 2/28/06 cF MATERIALS ams reelS, Won111ea o. �I ISOPI CO. :,<e ldeLeTed. 3. Fix �ro proud,, A 1IMMIF 11 ailter 'lama. Enin MIA )a n.cs POLE RISER BEND STANDARD LOCATION xOCO Will SON 16 pull FEE d@OE TO Iw. Hill . HC GO SPOTn1 ewmt ir.EUMan" mfar wwPILOT a SET. 10 DOERef0i:P1'TIP fN eW Eqq 41 UIS OF S.: VL -E4 NEIRRE^Elrl EVER Tums 1 F , Ia etre i�faal ",� s :'D Tvn� VER OR a M as ic DEC, m.wpnn ' • 6=i Imuul) RAaucvPm SAO, 8 PF DElmAME z2Mu movo FIAT) m s+lml�1 Rare u:a COT14 10.E eaelN� FIRT. u0.arw P E OF THE n�V�G �AW.IC Im USES 702 Pan CreVel PLO FoUrt ED IRS. Dom us 450 EmL� 15 A V one 0-. 4'. Or AS TO SCIPECLUE PC PRO Hisda. SPEARAFT THOLes WTO 1 M CANCLES) REDS ART FECWdD AT ALL P� FEE MOVE. CARE ROM I THELOT St Full 6 PI 1. AM COMPAROUS WOULD leg allfll run THE OFF -S. IODEPTO CAP PC FICTICAMED USTATCLA OF ME Ed 5M SP COLITEACTO TO PENT ED AT SEE OLD. Most 079 REV. 5/1 /OY n[r Ing 160 GRATER GRADE CUTTER GRAND SINGLE LINE COMMIT NUMBER DATE STARTED 6 N'o stag _ Vp SCALE) LURE ONE00 PRECA52R CIXIDUIT • m Io- a V5170346 ' cusl:ou WIL LNRM 9552]679'r^I rSxi nl 9r4 46}]1 "III n � PIP<693]]Bc 11��1 ry _ NCAHP'IGA NS6JE • SH PI37751M P7fi 3315Y flN1At HA11AL • V5527645 `u • HIe'(c 5)1 fiL _ r - 123 1234 P45DOSaE 63]7 4632165E 901f_RG1 ••• RIORE]T •�•�••• x a—••• • • • • • • • e.NOREIT P469378TE •u ••• P463215DE JIEVA + P152]OI6E 9552]64671 - 51'11,.-e}JB d V5557027 Iron' 51'1 §0]]2 PAIA CONCERN P46P15]E N PC P4693760E- 63]3 „ i 2XV/6.9KV CUCAMONGA SUB CONCRETE PRODUCTS Ivil rva, Or nnnvm.clld rm eM al"me';onair nwe9e ne TENSILE PREG4 uvrl W. WITS.rPnea,�(gag)e350-4111 `I. 9v].I r.VAULT v, 10650 xeIIA A. COSTS., CIA 0pn" , Iso,) 420-370 aLL He, 2/28/06 cF MATERIALS ams reelS, Won111ea o. �I ISOPI CO. :,<e ldeLeTed. 3. Fix �ro proud,, A 1IMMIF 11 ailter 'lama. Enin MIA )a n.cs POLE RISER BEND STANDARD LOCATION xOCO Will SON 16 pull FEE d@OE TO Iw. Hill . HC GO SPOTn1 ewmt ir.EUMan" mfar wwPILOT a SET. 10 DOERef0i:P1'TIP fN eW Eqq 41 UIS OF S.: VL -E4 NEIRRE^Elrl EVER Tums 1 F , Ia etre i�faal ",� s :'D Tvn� VER OR a M as ic DEC, m.wpnn ' • 6=i Imuul) RAaucvPm SAO, 8 PF DElmAME z2Mu movo FIAT) m s+lml�1 Rare u:a COT14 10.E eaelN� FIRT. u0.arw P E OF THE n�V�G �AW.IC Im USES 702 Pan CreVel PLO FoUrt ED IRS. Dom us 450 EmL� 15 A V one 0-. 4'. Or AS TO SCIPECLUE PC PRO Hisda. SPEARAFT THOLes WTO 1 M CANCLES) REDS ART FECWdD AT ALL P� FEE MOVE. CARE ROM I THELOT St Full 6 PI 1. AM COMPAROUS WOULD leg allfll run THE OFF -S. IODEPTO CAP PC FICTICAMED USTATCLA OF ME Ed 5M SP COLITEACTO TO PENT ED AT SEE OLD. Most 079 REV. 5/1 /OY n[r Ing 160 GRATER GRADE CUTTER GRAND INCLUDES PEFTELPAYNG®ES® INCLUDES[_] COMMIT NUMBER DATE STARTED 6 N'o stag _ Vp SCALE) LURE ONE00 PRECA52R CIXIDUIT IIII ' cusl:ou LNRM rSxi nl TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION SJTI9mSWI_ErICn DIVENT HUDSON WSInCan FRSMALAR LTveU 3teli OCR CWWIS x INADSO FW 3 OR e CbIam TS GRUTTEER CHAD' (TO WAE) ( E' F TYPICAL CONDUIT BANK SECTION STRIDATIfe FUEL EIICAsurin WORE ORaOSTILLECTIROGER -IOUIT REOl FOR POR_ MRI t cIXpUITs AMC1CI 1 THE EXCAVATOR LUST FARE ALL STEPS NECESSARY TO AVOID CONTACT PATH UNDERGROUND FACILITES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITES IN ME AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES, AS PRONDED, ARE BELIEVED TO BE ACCURATE. HOWEVER, ME FINAL DETERMINATION OF EXACT LOCATIONS AND TIE COST OF REPAIR TO DAMAGED FACIUTES IS THE RESPONSIBILITY OF INE EXCAVATOR. Applicants expressly represent and warrant that all rk performed and all moleriel used in meeting Applicants' obligations herein are free from defects in workmanship and are in conformity OUT Southern California Edison Company's requirements. This wor- runfy shot) commence upon receipt by Applicants of Company's final acceptonce and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction antl that of any governmental agency having jurisdiction and at DOOR - ant's expense any breach of this warranty which may became apparent through inspection or operation of Underground electric system by Company during this warranty period. NOTES 1. For general specifications, see UGS-GI001. 2. The minimun cover below gutter grade or blue line shop be as (allows: Major HtgM1ways. El witle or more: Toveled portion: 30" Nan traveled portion: 70 Local Htohways Less con 80' FDA: 30" Traveled portion: Nan traveled portion: 30" Private Properly. Minimum cover 30" below finished Stade. 3. All main line conduit to be 1 1/2" 2rr 3" unless otherwise shown. C All service conduitto be NONE unless shown. Otherwise 5. For conduit instaflation see UCS -COI W.I CO UCS -00120. 6. type of conduit required for this job: ( See UGS-CDllo.l) DB" (Type II) ❑ EB" (THAT 1) X (SEE LEGEND) 7. All conduit lines antl concrete III substructures to be watertight. 8. Exact location of obstructions to be the rospWabilt y of the Contractor. See UGS-GICOI Pamgroph 2.3. 9 Installation 01 permanent paring to be in ocmrccrea Atli specifications furnished by the City. Count/ or Stale MILES repaving is bong done 10. It is required that interference with traffic, including pedestrian traffic, be kept to o minimum. The Cont shall establish o program of repaving acceptable to the Municipality, County or other authority having jurisdiction antl which is acceptable to the Company. IL All grounding materials shall he furnished and installad by the Contractor. 12. Install pull rape to all conduit runs. For straight conduit runs up to 1000', or runs of 800' with one 90hand or 2-45' bends, pull ropes shall have a minimum diameter of 1/4', and o minimuaverage Issue strength of hTCD lbs. It shall be yen calor tas IA contrasting tracer color (one or pros rns in single stmnd), may be included to identity the manufacturer. For runs exceeding the above lengths. 0 3/8' diameter yellow pull rope shall be used. instead of 1/J' diameter. Refer to UGS-0140. for specifications antl approved suppliers. 13. Compaction tests sholl be in accordance with specifications furnished by the inspection authorities of the CRA County or Stole within whose NEisdictim the construction is performed. 14. A 46 hour advance notice of intent to stmt construction is required from the Contractor to the underground division of the Southern California Edison Company. Contact Underground Impeclar.ERNIE OVIEDO Phone: (909) 357-6522 CONTRACTOR COST PLUS [] O❑ INCLUDES PEFTELPAYNG®ES® INCLUDES[_] COMMIT NUMBER DATE STARTED DAIS COMPLETED INSPECTOR LURE ONE00 PRECA52R CIXIDUIT ua UNDERGROUND SERVICE ALERT 1-800-422-4133 or 1-800-227-2600 Call USA ror Underground Locating 2 pcMing Day. Before You Dig RUN NUMBER CALL—OUTS AS FOLLOWS Oi - 99 VAIYUNE CGODUR lW - 199 SE@ICE CONDUIT eco - 599 S16EEf LIMIT Civi li OGS Rev. 1/27/05 REL MO. 6634-6739 AL 5-6708 REL YLO. 6234-1159 ALL 6-7104 FEL 1Vo. 6634-7130 AI. 6-7105 HAVEN AVE. & SCRRA Acacia St. to Jersey Bled 111 -CLOP— 3464041 �-II- IECD O'79 CI: 4693760E26 Colt UIECTROLUR _.:.. 911SVAl 5MlIIP$Lrn.anez I 9 93-2-1°l 100' / CI"469}}66E` a -4695,''64E- CI -4693762E._ SO BF S .oLU \LlJ -,5 CGd-RECTRWFF 217 215' "25 UWVU 11mIRw EO �5 b CL'IC'4ELIBRka ¢ a -YASi P.SU St M, ,PSFMU Q PSV 9`M Ma SV 95011 PSV .< $ (6 ]1051 91 - I/.* I/K 12�* / E° X120 E5 114 646327 4 10 Le6A�AC � :yr vA Im-z-I°.RG M1 u0-2-ffllP P' IS'-2-fi [l-. \ Wi.R/W HH H646A- •1-x-1asvEEs CI 4fi9'376'3E" -EI-46W7,6.1L-- - -- _ 214GS CGIR0.pn1 I I _ 95001 AASi AC.b /I,50(kHPi¢ E] 19 Y. _ 50]11 Sv - _— 4 fi 1 /0 201 115164 T, I Call _.... _ 426 Bill 'ry [C Y646 1051 fK V616'N _A n r T ul: SP2-150.P LPP IU R/W - - - - - - a no ew �. 54+12,05 CA I M1YRI AVE, xE l x ,DILDOE CA HUV IXt AVE. Ni A - sI �- for____ -\ - 5l _ 55 55 7 -,. zV691iaEH4 rl.stP 1'o`u i rf4i/JJf✓ ate✓fl.in Ni. WESl LINE SC. IT s'a =y / / 's �I `I Z SEC 12_ VEST ]1 5 4}j V I _ _ -- --- NI FO 14 .:ell Yry —� ro ,aoo TIF;\ E _ _ a e m FU1, flE1A.t 'G MULL .�. ...in al owild ) P n n - .. N ELI 610 :r0 Pui. PRPInIIG WALL 1 et 234-2-0A NRP W -_ 1rM1_,rl -- -- ------__-�-- _ -�- - T----�T-_- _T I l�E'TOUR I --- -,----�-5',-HH'-1__H646B - 55 -... .- all�...I..51j.... 9 H646C a<._(nt-2Y 5 0 .24 MUTH E1 I CG-3.IWl 3-..YBola —� J—�/______—v6 —✓e —� r/e —tG I�II oaT__ C7�+g¢A3O iEAP. 60N5iRUC110N EASEMENT Eosling curwmz mown this 17+511A___ - -- am.:n mmoln eaotcabo and equipment. Cannot :wc-BH0X lure be.gxbeP AI3bE _ _ _ _ _ acne C•LY unaerIunzom a Elsing structures shown an this �x doll contain energized ceb,e I I Edison Co.personnel 0 u^vletl<e 7G 1 CI:469,3165Elure er pmam. Entering 101 arae iT '�' I EXISTING H647A Q C ._ s571 o fE. 216 . 'toxs cum..aEemWm, done °r ONLY uncle thin nml m of m ikeh 2Ffl Oona 9HLr unaer zoPa.Ns an al _ windEason Co personnel I6'-9 O'a 30, 24 (lel-61 p '"'tl15105''_ I16T EXISTING V5527646 ----- �--'Y �)�BB. finlalG2 6)ml 11 CI: 4693777E \C I I / - ]n true V nil 1 • \ 191 li xs• COU" FEECIHWFII 1� N5150,,t05L 6631 )IYI 6)105 ( ) I_ Totaling structure h the 9.SMgt Add IXL W'aV h Or X-x-}BELP I amwn9 contain energized bl (6 2 .2Q.,INCanting structures she,, on this end equipment Enter ng slrucboiling .k C mi -431 end oqupment energized Enlerng strble I _ lure o breo4'n9 IM1m n II to be I Ix a lures Ihm Yell 1°ube s II acne 0. unaeroColp. 90n al 119 @' / breaking11 o I Eazen Co perzcnn¢I TO a Esso°cop=sonneie,.,, an of �WI II!1 EXISTING V5527647 olKz-2°-leaa EXISTING V5527648 ° 0 6a Ra] 6. IST IV -61E) 1' I 2'-( _]611 )1]° 1 6611 -]IW 6-0105 C ) • — I 19V + H m 90 no I 10 12f I I I I Im ar I, I I 1 al 1 I �I I m I I 0 I_ 201 I m 90 no 4toll w rut. FD � CO IS'S hLoOf 51 - h co 1 x 'k IS 156' H6478 10 E% M47A t � ` n Y4 19V-2-9 k 1-14W [` (6-]165) Q p Nt FIT NJ N NI PEiNNNC WALL/ 16 102 Cl: 4693776E 51 25 Call ECCOCCER 4 bell AAM _ 95LhIPN WPB m IS' mA HUM TO a u'-2-1aRP a+W HH H647B mT n 17' r :1' Call I6_0• pe 3-4wnY 0 aZ UmG O 4E CUT 410 2 _ 5LE 5M1.2 [r� I2 IIm9�F= ssE Be? 409 911. 2 D 15 30 60 UNDERGROUND SERVICE ALERT 1-800-422-4133 or 1-800-227-2600 Cob USA For Underground Locating 2 Working Dap Before You Dig REL. W.O. 6634-6739 A.I. 6-67GE REL 5'I.O. 6234-7159 N. C-7104 REL VLO, 6634-7130 AI. 6-7105 PAO{IlG4 PUIII,EP tlA/D. MAS O.W.O. AL IID. t10 E PIIXIE (CUT 10]]-tag 6434-4102 6-4041 �Ctau D IPS 11riner DPY IIwD 10. MIXAAS WDE I GNn Mo 5 LYLO. AI. t10. HAVEN AVE. ra SCRRA Acacia Sl. to Jersey Blvd hwi/nor 12/2D/06 SOEEi---- D Rancho CRcarnc DY 9HAM11 BY OAiE On Company 3 Lr art' .ria 3464041 curers' IC3 2 /. 10 12f a lost 4toll w rut. FD � CO IS'S hLoOf 51 - h co 1 x 'k IS 156' H6478 10 E% M47A t � ` n Y4 19V-2-9 k 1-14W [` (6-]165) Q p Nt FIT NJ N NI PEiNNNC WALL/ 16 102 Cl: 4693776E 51 25 Call ECCOCCER 4 bell AAM _ 95LhIPN WPB m IS' mA HUM TO a u'-2-1aRP a+W HH H647B mT n 17' r :1' Call I6_0• pe 3-4wnY 0 aZ UmG O 4E CUT 410 2 _ 5LE 5M1.2 [r� I2 IIm9�F= ssE Be? 409 911. 2 D 15 30 60 UNDERGROUND SERVICE ALERT 1-800-422-4133 or 1-800-227-2600 Cob USA For Underground Locating 2 Working Dap Before You Dig REL. W.O. 6634-6739 A.I. 6-67GE REL 5'I.O. 6234-7159 N. C-7104 REL VLO, 6634-7130 AI. 6-7105 PAO{IlG4 PUIII,EP tlA/D. MAS O.W.O. AL IID. t10 E PIIXIE (CUT 10]]-tag 6434-4102 6-4041 �Ctau D IPS 11riner DPY IIwD 10. MIXAAS WDE I GNn Mo 5 LYLO. AI. t10. HAVEN AVE. ra SCRRA Acacia Sl. to Jersey Blvd hwi/nor 12/2D/06 SOEEi---- D Rancho CRcarnc DY 9HAM11 BY OAiE On Company 3 Lr art' .ria 3464041 curers' IC3 2 /. V5527649 SW !#6371 `U OS 6002 V5540564 123 POS 3 GS 7144 RAHAL BOYNTON 1000 • 0 4693781E RCS 16372-� V5557027 GS 669898 NFFL�_ LEGEND OF CONDUIT SYMBOLS (CONVENTIONAL U.G.) EDISON NO. CONDUIT REQ'D. - f SIZE OF CONDUIT RUN NO, ---.-(f LENGTH OF TRENCH TYPE OF FACILITY TRENCH (CIC OR DB.) RUN No. - f LENGTH OF TRENCH STRUCTURE STATION STA � STATION NUMBER A STREET LIGHT NO. CONDUIT REQ'D. - SIZE OF CONDUIT RUN N0. r LENGTH OF TRENCH STREET LIGHT TRENCH TYPE OF FACILITY RUN NO. - LENGTH OF ADDITIONAL TRENCH REQ'D. STREET LIGHT STATION STA� STATION NUMBER A EDISON NO. CONDUIT REQ'D.- f SIZE OF CONDUIT REFERENCE RUN NO. -[EMOf DENOTES CONDUIT RUN CONTINUATION FOR CONSTRUCTION INFORMATION STREET LIGHT NO. CONDUIT REQ'D.� DENOTES CONDUIT RUN CONTINUATION SIZE OF CONDUIT REFERENCE RUN NO MEMO f FOR CONSTRUCTION INFORMATION POLE STATION STA r STATION NUMBER A ANY OF ABOVE SYMBOLS / FOLLOWED BY A DENOTES THE FOLLOWING: DB CONDUIT WITHOUT ENCASEMENT IS ACCEPTABLE FOR PORTIONS OF TRENCH WITH ONLY ONE OR TWO CONDUITS. SEMI -ENCASEMENT IS REQUIRED FOR PORTIONS OF TRENCH WITH ONLY THREE OR FOUR CONDUITS. FULL ENCASEMENT IS REQUIRED FOR MORE THAN FOUR CONDUITS. D18: Rev. 5/24/05 350 • • • • • • ANDRETU C x= w rx w 0 V5425136 Q 4694659E • Q 1 7'x 14'x 8' 4 w • 4 4693780E Gw 0 V612 z � o so YD 5'x 10'-6"x 7' Im LEGEND OF CONDUIT SYMBOLS (CONVENTIONAL U.G.) EDISON NO. CONDUIT REQ'D. - f SIZE OF CONDUIT RUN NO, ---.-(f LENGTH OF TRENCH TYPE OF FACILITY TRENCH (CIC OR DB.) RUN No. - f LENGTH OF TRENCH STRUCTURE STATION STA � STATION NUMBER A STREET LIGHT NO. CONDUIT REQ'D. - SIZE OF CONDUIT RUN N0. r LENGTH OF TRENCH STREET LIGHT TRENCH TYPE OF FACILITY RUN NO. - LENGTH OF ADDITIONAL TRENCH REQ'D. STREET LIGHT STATION STA� STATION NUMBER A EDISON NO. CONDUIT REQ'D.- f SIZE OF CONDUIT REFERENCE RUN NO. -[EMOf DENOTES CONDUIT RUN CONTINUATION FOR CONSTRUCTION INFORMATION STREET LIGHT NO. CONDUIT REQ'D.� DENOTES CONDUIT RUN CONTINUATION SIZE OF CONDUIT REFERENCE RUN NO MEMO f FOR CONSTRUCTION INFORMATION POLE STATION STA r STATION NUMBER A ANY OF ABOVE SYMBOLS / FOLLOWED BY A DENOTES THE FOLLOWING: DB CONDUIT WITHOUT ENCASEMENT IS ACCEPTABLE FOR PORTIONS OF TRENCH WITH ONLY ONE OR TWO CONDUITS. SEMI -ENCASEMENT IS REQUIRED FOR PORTIONS OF TRENCH WITH ONLY THREE OR FOUR CONDUITS. FULL ENCASEMENT IS REQUIRED FOR MORE THAN FOUR CONDUITS. D18: Rev. 5/24/05 350 • • • • • • ANDRETU C x= w rx w 0 V5425136 Q 4694659E • Q VAULT 7'x 14'x 8' V714 w • • x= Gw 6'x 12'x 7' V612 UGS-VA400 05/05 1 EACH VAULT 5'x 10'-6"x 7' 0 UGS-VA400 05/05 o w Q 4'x 6'x 7' M-2 UGS-MH300 Cel 4 EACH COVER, VAULT 4'x 5' --- UGS-FC660 05/05 EACH w 10'-6" (MIN.) • • (/7 CIV 10/05 •• VENT - STAND PIPE 10% --- UGS-AC753 10/05 4560501E SINGLE LIN V5527646 SW ##6370 -000 • • • M5457341 OYNTON 12KV FACIAL 12KV SNE YA 12KV C E�1W N a U e e711 F G UCAMONGA SUB APPROVED BY: ROGER SALAS SIGNED COPY OF SINGLE LINE IS IN W.O. PACKAGE, CONCRETE PRODUCTS Precast concrete item complete with necking,cover,and inserts may be obtained from any of the following approved manufacturers. JENSEN PRECAST 14221 San Bernardino Ave., Fontana, Calif. 92335 Phone: (909) 350-4111 UTILITY VAULT CO. 10650 Hemlock Ave., Fontana, Calif. 92335 Phone: (909) 428-3700 D41: Rev. 2/28/06 IST OF MATERIALS NOTES: Footage quantites are approximate. [EDISON C 0 J 2, Where reference is to an item not detailed, see separate description list. 3.. This list provides a summary of major items. SEE UGS SECTION INDEX FOR REFERENCE DRAWINGS QUAD. UNIT DESCRIPTION SIZE ITEM NO. REF DWG. REV. DATE 2 EACH VAULT 7'x 14'x 8' V714 UGS-VA400 05/05 EACH VAULT 6'x 12'x 7' V612 UGS-VA400 05/05 1 EACH VAULT 5'x 10'-6"x 7' V510 UGS-VA400 05/05 2 EACH COMM. MANHOLE 4'x 6'x 7' M-2 UGS-MH300 10/04 4 EACH COVER, VAULT 4'x 5' --- UGS-FC660 05/05 EACH LADDER, VAULT 10'-6" (MIN.) - UGS-AC742 10/05 EACH VENT - STAND PIPE 10% --- UGS-AC753 10/05 j40)FEET VENT PIPE 10% --- UGS-AC758 10/05 EACH COVERS, ECS MANHOLE 30"0 - UGS-FC621 05/05 2 EACH LADDER, MANHOLE g' - UGS-AC742 10/05 1 EACH HANDHOLE 17% 30% 24" HH -6 UGS-HP200 07/04 N ALL EDISON CARRIER SOLUTION MANHOLE COVERS TO BE MARKED WITH "ECS"- NOT WITH "EDISON". D4: Rev. 06/24/98 B0 V5527648 4366883E Q CD IN -)w �= (n Ov w sv U Gx 4692328E V5527645 SW J6369 1234 V5527547 4632157E Q run 336 CO RCS 6374 AL ANDRETTI 336 • • • 4632160E 4632165E PROTECTIVE BARRIERS FOR UNDERGROUND DISTRIBUTION STRUCTURES BARRIERS BARRIERS 4 C-0, VENT OR EQUIPMENT FOUNDATION 4' 6° MAX 24° MIN 24" MIN TYPICAL SEE MAX. NOTE 7 MAX t t PLAN MAX. POLE OR VENT NOT APPROVED PLAN EQUIPMENT FOUNDATION 0148545 900 4698907E GRADE BARRIER: _ TO BE ONE OF THE FOLLOWING 1) 4" GALS STEEL PIPE (1/4" MIN WALL) FILLED WITH CONCRETE - 2) RAILROAD RAIL (90 LB MIN), OR 51 14.75 PER FOOT 30" ' AMERICAN STD BEAM (5" x 3" x 1/2") 3) 8" x 8" PRINT CONCRETE 4) SPECIAL BARRIERS BY PRIOR SCE CO. APPROVAL L -, 6 BARRIER DETAIL NOTES: 1. STRUCTURES WILL NORMALLY BE INSTALLED ONLY IN NON -TRAFFIC AREAS. BARRIERS TO BE USED WHERE CONSTRUCTION HAS EXPOSED EQUIPMENT TO TRAFFIC. 2. TOP OF BARRIERS TO BE SMOOTH CUT AND TOP EDGES TO BE ROUNDED. 3, ONE BARRIER TO BE REMOVABLE WHEN OVERHEAD OBSTACLES PREVENT EQUIPMENT REMOVAL BY CRANE. 4. ADEQUATE CLEARANCE MUST BE PROVIDED FOR DOORS, COOLING COILS, ETC. 5. BARRICADES AS SHOWN INDICATE TYPICAL REQUIREMENTS. FIELD CONDITIONS WILL NECESSITATE CHANGES FOR ADEQUATE EQUIPMENT PROTECTION. APPROVAL IN THE FIELD FROM THE UNDERGROUND INSPECTOR IS REQUIRED FOR ALL BARRICADE INSTALLATIONS. 6. WHEN SPECIFIED ON WORKING DRAWING, A 6" (MINIMUM HEIGHT) CURB MAY BE INSTALLED IN PLACE OF BARRIERS. THIS CURB MUST BE AT LEAST 6" THICK AND ITS FRONT FACE LOCATED 60" MINIMUM (OR AS SPECIFIED ON DRAWING) FROM THE EQUIPMENT FOUNDATION. 7. INCREASE TO 44" MINIMUM AT FRONT OF PADMOUNT 30 TRANSFORMERS AND CAPACITORS, AND 36" MINIMUM AT BACK OF CAPACITORS (DOOR SIDE ONLY), WHEN A 72"x 94" PAD IS BEING INSTALLED. GUTTER GRAD D91: RIK 03 GUTTER GRADE S.'. `i��Y 66 FOOTHILL BLVD s6 26th ST Q JERSEY BLVD HUMBOLDT AVE VICINITY MAP 8th ST NTS S.B. CO. Pg 603 B-3 SITEACACIA ST w Q > U Q S � Q SAN BERNARDINO FRWY o POLE RISER BEND FOR RISER ON KICK BLOCKS WOOD MOULDING WITH #6 (MIN.) WIRE INSIDE TO TOP, ALIGN RISER WITH A TEMPORARY LENGTH OF CONDUIT; REMOVE THIS LENGTH WHEN RISER IS SET. 3 1/4" FOR WOOD KICKERS, (1 1/2" UNISTRUT KICKERS) SOLVENT WELD PIPE CAP ONTO RISER. DO NOT PERMIT EXCESS CEMENT 2, TO ENTER CONDUIT. CAP HDC BEND WITH CONCRETE -FILLED COUPLING. 3„ RISER BENDS 36"(MIN) RADIUS FOR 1" TO 3" INCL. 48"(MIN) RADUIS FOR 4" AND C' 60"(MIN) RADIUS FOR 6" AND OVER =.6� E" /� /� ,� /� /�i GRADE G� //. /.. 3"(MIN) ENCASEMENT MINIMUM EARTH COVER OVER 24 (MAX) (SEE NOTE 4) RISER BEND TO BE AS FOLLOWS; DUCT #6(MIN) BARE COPPER TO GROUND RODS CONDUIT SIZE Hoc COVER FIBERGLASS COVER 1"-3" 33" 47" 4"-5" 57" 59" 6° 72° 74° COUPLING OR ADAPTER REAM INTERIOR OF LOWER END OF ABS RISER BEND TO PERMIT A SMOOTH TRANSITION FROM AY THE CONDUIT TO THE RISER. FX 3 1/4' WOOD KICKERS CONDUIT 1 1/2 UNISTRUT KICKERS (SEE INSPECTOR) #6(MIN) BARE COPPER 5/8" x 8' COPPERCLAD STEEL 2" 2" 2° GROUND ROD AND CLAMP 2 PLACES 6'(MIN) SEPARATION -- ` 2„ 00 00 GROUNDING TYPICAL FOR P LE P LE RISER BEND P LE BOTH POLE CONFIGURATIONS WOOD MOLDING 1. APPROVED RISER BEND ARE SHOWN ON FOLLOWING TABLE; MATERIAL IZE 1" 1-1/2" 2' 2-1/2' 3' 4" 5' 6" CRUSHED ROCK ADNATE CONDUIT ALONG A NARROW END OF HANDHOLE X A (SEE NOTE AT SEE A2 FIBERc Ass - - - -1XIXIXIX TYPE CONDUIT OR HDc HDG X X XI X IS XI X X NOTE: 6" HDG OR FIBERGLASS RISER BEND SHALL BE USED WHEN SPECIFIED ON THE WORKING DRAWING. SEE UGS 702 FOR GROUNDING HDC RISER BENDS. 2. THE TOP AND BOTTOM OF 3", 4", 5" OR 6" FIBERGLASS BENDS ARE FURNISHED WITH PERMANENTLY ATTACHED PVC COUPLINGS. ALSO INCLUDED IS A 6" LONG 3", 4", 5" OR 6" SCHEDULE 80 PVC STUB -OUT, SOLVENT WELDED INTO THE TOP COUPLING. SEE UGS 156 FOR FIBERGLASS RISER BEND MATERIAL INFORMATION AND SUPPLIERS. 3. TWO GROUND RODS ARE REQUIRED AT ALL PRIMARY RISER POLES. DRIVE RODS IN TRENCH BOTTOM WITH 6" MINIMUM SEPARATION IN UNDISTURBED EARTH. LEAVE THE ROD TOPS 3" ABOVE THE TRENCH BOTTOM AND ATTACH CONTINUOUS GROUND WIRE WITH "GAR" TYPE CLAMPS. EXTEND WIRE TO INDICATED LOCATION ON POLE AND STUB UP 2" ABOVE GRADE IN WOOD MOULDING. ALL GROUNDING MATERIALS FURNISHED BY CONTRACTORS. SEE UGS 703 FOR APPROVED GROUNDING MATERIALS. 4, ENCASEMENT REQUIRED ONLY W ALLEO OUT ON AWING. PV E SUBS O FO ROUT OR STRAIGH NS 150' OR LES CO SIZES [ R. 6. 4/0 DARE COPPER N RAL WHEN REQUIRED BE INSTALLED IN TR CH, ONTRACTOR To PICK AT SCE DIST. YARD D78A: REV. 6/1/05; REF. UGS 160 TYPICAL HANDHOLE INSTALLATION TYPICAL ASSEMBLY (WITHOUT COVER) � -A 00 LIFTING EYE (2) MOLT HOLES (z) 50� DoT. ° O EXTENSION ALL COVERS TO BR IDENTIFIED WITH 'EDISON' IN 1/2" (MIN) BLOCK RECESSED LETTERS. KNOCK OUT (FOUR REQUIRED) TYPICAL COVER GRADE OR CAP NOTES APPROVED By Curt Billings at 8:13 am, Jul 06, 2009 1. For general specifications, see UGS-GI001. 2. The minlmun cover below gutter grade or flow Zine shall be as follows: Major Highways, 80' wide Or more: Traveled portion: 30" Non traveled portion: 30" Local Highways, Less than 80' wide: Traveled portion: 30, Non traveled portion: 30" Private Property: Minimum cover 30 below finished grade. J. All main line conduit to be unless otherwise shown. 4. All service conduit to be 3 unless otherwise shown. 5. For conduit Installation see UGS-CD1OOT RD UGS-CD120. 6. Type of conduit required for this job: ( See UGS-CD110.1) "DB" (Type 11) "EB" (Type 1) ® (SEE LEGEND) 7. All conduit lines and concrete floored substructures to be watertight. 8. Exact location of obstructions to be the responsibility of the Contractor. See UGS-G1001, Paragraph 2.3. 9. Installation Of permanent paving to be In accordance with specifications furnished by the City, County or State where repaving is being done. 10. It is required that interference with traffic, including pedestrian traffic, be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County or other authority having jurisdiction and which is acceptable to the Company. 11. All grounding materials shall be furnished and installed by the Contractor. 12. Install pull rope in all conduit runs. For Straight conduit runs up t0 1000', Or runs of 800' with one 90° bend or 2-45° bends, pull ropes shall have a minimum diameter of 1/4", and a minimum average tensile strength of 1,100 lbs. It shall be yellow in color. A contrasting tracer color (one or more yarns In single Strand), may be included to Identify the manufacturer. For runs exceeding the above lengths, a 3/8" diameter yellow pull rope shall be used. instead of 1/4" diameter. Refer to UGS-G140. for specifications and approved Suppliers. 13. Compaction tests shall be in accordance with specifications furnished by the inspection authorities of the City, County Or State within whose jurisdiction the construction is performed. 14. A 48 hour advance notice of Intent to start construction is required from the Contractor to the underground division of the Southern California Edison Company. Contact Underground Inspector ERNIE OVIEDO Phone: (909) 357-6522 THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES, AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Company's requirements. This war- ranty shall commence upon receipt by Applicants of Company's final acceptance and shell expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having jurisdiction and at Appli- cant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period. CONTRACTOR COST PLUS❑ FIRM ❑ DEV.® INCLUDES PERM. PAVING YES NO ® ❑ PERMIT NUMBER DATE STARTED DATE COMPLETED UNDERGROUND SERVICE ALERT 1800-422-4133 or 1800227-2600 Call USA For Underground Locating 2 Working Days Before You Dig RUN NUMBER CALL -OUTS AS FOLLOWS: 0 - 22 MAINLINE CONDUIT 100 SERVICE CONDUIT D84: Rev. 1/27/05 NOTES: (No SCALE) Na sCAL (NO SCALE) INSPECTOR ERNIE OVIEDO 1 SEE UGS HP 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE. PRECASTER CONDUIT EE 2. RADIUS ANGLE MAY BE REDUCED TO LESS THAN 90' PROVIDING THE PROJECTED CENTER LINE OF THE CONDUIT CLEARS HANDHOLE OPNING. 3, TWO HOLD DOWN DEVICES TO BE SUPPLIED WITH EACH HANDHOLE. =4 ALL CONDUITS SHOULD BE INSTALLED WITHIN THE SHADED AREA. 3" 3" m 3.. 3.. 0 3.. 3.. av 7 '(17 �� DISTRICT PROJ. MGR. PLANNER HWI/D. CURTIS D.W.O. A.I. N0. w ONTARIO PHONE PHONE (909) 877-2470 6634-7130 6-7105 3 EE 3" TE ON IN FORMAT FOREMAN TRUCK NO. PEE INVENTORY MAP NO. THOMAS GUIDE GRID N0. SLW.O, A.I. N0. 6 E f1" EARTH E Qa E 216-2127-1 603 B-3,4 6434-4182 6-4041 CUSHION E E f EARTH E a E Y BY-PASS EXISTING TLM J.P.A. NO. ASSOCIATED W.O. A.I. No. CUSHION E E REV. -7 04/28/09 CHANGED CAP AT STA.49+66 TO P.U. PT. "A" & CALC EPL TO EX. V0347. CSD 140 N CODE CHANGE TO CHECKED %LOAD 6234-7159 6-7104 3" w w REV. -6 3/11/09 RELOCATED VAULTS 0899 & 7645 TO 6' E/0 C/F -3 hwi/ar/re 3/17/09 PROPOSED CONSTRUCTION (LOCATION) TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION REV. -5 01/03/08 REVISED SINGLELINE & REMOVED POLE PROFILES FROM SHEET 2. -2 hwi/rce 08/10/07 HAVEN AVE. & SCRRA SHOWING DIRECT BURIAL SHOWING SEMI -ENCASEMENT SHOWING FULL ENCASEMENT REV. -4 12/27/07 REVISED SINGLELINE AND MADE CHANGE TO C/o #4 & POLE PROFILES.aor -1 1-17-07 JAS Haven Ave At 8th St Re Humboldt Ave SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR (Rancho Cucamonga) FEWER CONDUIT FEWER CONDUITS. MORE OR FEWER CONDUIT hwi/aor 11/19/07 MADE CHANGES TO SINGLELINE &c REMOVED EX. STRUCTTUTRES FROM Sm 2. TRT hwi/aor 12/27/06 2SHEET DWG. No. CONDUITS MAX. REQUIRED FOR 3 OR 4 CONDUITS REQUIRED FOR MORE THAN 4 CONDUITS 8/10/07 REMOVED RUN NUMBERS 14,15 AND 22 REMOVED NEW POLE 4527046E REV. APPROVED BY DATE CHECKED BY DRAWN BY DATE /� /� F Dal: Rea. 4/zM/os DT3: Rea. z/z4/oO mz Rea. 1z/i/oa 1-17-07 REMOVE CABLE INFORMATION AND CREATED SEPARATE CABLE MAP Sou them Calfomla Edison Company 1 OF 2 346�� 0�7 1L'0227 MA, dC101hilr TYPICAL. O ALL coNDUITs CRUSHED ROCK ADNATE CONDUIT ALONG A NARROW END OF HANDHOLE 2" my A (SEE NOTE AT SEE A2 3" (MIN.) DIRECT BURIAL TYPE CONDUIT OR HDc 36" (MIN) RADIUS BEND. CONDUIT LOCATION SECTION A -A 1. For general specifications, see UGS-GI001. 2. The minlmun cover below gutter grade or flow Zine shall be as follows: Major Highways, 80' wide Or more: Traveled portion: 30" Non traveled portion: 30" Local Highways, Less than 80' wide: Traveled portion: 30, Non traveled portion: 30" Private Property: Minimum cover 30 below finished grade. J. All main line conduit to be unless otherwise shown. 4. All service conduit to be 3 unless otherwise shown. 5. For conduit Installation see UGS-CD1OOT RD UGS-CD120. 6. Type of conduit required for this job: ( See UGS-CD110.1) "DB" (Type 11) "EB" (Type 1) ® (SEE LEGEND) 7. All conduit lines and concrete floored substructures to be watertight. 8. Exact location of obstructions to be the responsibility of the Contractor. See UGS-G1001, Paragraph 2.3. 9. Installation Of permanent paving to be In accordance with specifications furnished by the City, County or State where repaving is being done. 10. It is required that interference with traffic, including pedestrian traffic, be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County or other authority having jurisdiction and which is acceptable to the Company. 11. All grounding materials shall be furnished and installed by the Contractor. 12. Install pull rope in all conduit runs. For Straight conduit runs up t0 1000', Or runs of 800' with one 90° bend or 2-45° bends, pull ropes shall have a minimum diameter of 1/4", and a minimum average tensile strength of 1,100 lbs. It shall be yellow in color. A contrasting tracer color (one or more yarns In single Strand), may be included to Identify the manufacturer. For runs exceeding the above lengths, a 3/8" diameter yellow pull rope shall be used. instead of 1/4" diameter. Refer to UGS-G140. for specifications and approved Suppliers. 13. Compaction tests shall be in accordance with specifications furnished by the inspection authorities of the City, County Or State within whose jurisdiction the construction is performed. 14. A 48 hour advance notice of Intent to start construction is required from the Contractor to the underground division of the Southern California Edison Company. Contact Underground Inspector ERNIE OVIEDO Phone: (909) 357-6522 THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES, AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Company's requirements. This war- ranty shall commence upon receipt by Applicants of Company's final acceptance and shell expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having jurisdiction and at Appli- cant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period. CONTRACTOR COST PLUS❑ FIRM ❑ DEV.® INCLUDES PERM. PAVING YES NO ® ❑ PERMIT NUMBER DATE STARTED DATE COMPLETED UNDERGROUND SERVICE ALERT 1800-422-4133 or 1800227-2600 Call USA For Underground Locating 2 Working Days Before You Dig RUN NUMBER CALL -OUTS AS FOLLOWS: 0 - 22 MAINLINE CONDUIT 100 SERVICE CONDUIT D84: Rev. 1/27/05 NOTES: (No SCALE) Na sCAL (NO SCALE) INSPECTOR ERNIE OVIEDO 1 SEE UGS HP 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE. PRECASTER CONDUIT EE 2. RADIUS ANGLE MAY BE REDUCED TO LESS THAN 90' PROVIDING THE PROJECTED CENTER LINE OF THE CONDUIT CLEARS HANDHOLE OPNING. 3, TWO HOLD DOWN DEVICES TO BE SUPPLIED WITH EACH HANDHOLE. =4 ALL CONDUITS SHOULD BE INSTALLED WITHIN THE SHADED AREA. 3" 3" m 3.. 3.. 0 3.. 3.. av 7 '(17 �� DISTRICT PROJ. MGR. PLANNER HWI/D. CURTIS D.W.O. A.I. N0. w ONTARIO PHONE PHONE (909) 877-2470 6634-7130 6-7105 3 EE 3" TE ON IN FORMAT FOREMAN TRUCK NO. PEE INVENTORY MAP NO. THOMAS GUIDE GRID N0. SLW.O, A.I. N0. 6 E f1" EARTH E Qa E 216-2127-1 603 B-3,4 6434-4182 6-4041 CUSHION E E f EARTH E a E Y BY-PASS EXISTING TLM J.P.A. NO. ASSOCIATED W.O. A.I. No. CUSHION E E REV. -7 04/28/09 CHANGED CAP AT STA.49+66 TO P.U. PT. "A" & CALC EPL TO EX. V0347. CSD 140 N CODE CHANGE TO CHECKED %LOAD 6234-7159 6-7104 3" w w REV. -6 3/11/09 RELOCATED VAULTS 0899 & 7645 TO 6' E/0 C/F -3 hwi/ar/re 3/17/09 PROPOSED CONSTRUCTION (LOCATION) TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION REV. -5 01/03/08 REVISED SINGLELINE & REMOVED POLE PROFILES FROM SHEET 2. -2 hwi/rce 08/10/07 HAVEN AVE. & SCRRA SHOWING DIRECT BURIAL SHOWING SEMI -ENCASEMENT SHOWING FULL ENCASEMENT REV. -4 12/27/07 REVISED SINGLELINE AND MADE CHANGE TO C/o #4 & POLE PROFILES.aor -1 1-17-07 JAS Haven Ave At 8th St Re Humboldt Ave SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR (Rancho Cucamonga) FEWER CONDUIT FEWER CONDUITS. MORE OR FEWER CONDUIT hwi/aor 11/19/07 MADE CHANGES TO SINGLELINE &c REMOVED EX. STRUCTTUTRES FROM Sm 2. TRT hwi/aor 12/27/06 2SHEET DWG. No. CONDUITS MAX. REQUIRED FOR 3 OR 4 CONDUITS REQUIRED FOR MORE THAN 4 CONDUITS 8/10/07 REMOVED RUN NUMBERS 14,15 AND 22 REMOVED NEW POLE 4527046E REV. APPROVED BY DATE CHECKED BY DRAWN BY DATE /� /� F Dal: Rea. 4/zM/os DT3: Rea. z/z4/oO mz Rea. 1z/i/oa 1-17-07 REMOVE CABLE INFORMATION AND CREATED SEPARATE CABLE MAP Sou them Calfomla Edison Company 1 OF 2 346�� 0�7 1L'0227 MA, dC101hilr �ropee from prs ora to c' or 0. .4 ,cap I, . cnnlr ,,for , to moral install ropy Lam EX. 10 ierminn. pBU EXTENT E%. o-1'"" iY ABU EMIEN] Y,IM / I 2'I. IIx l]' r I r 'il •/ PN m.'2-12 a -O [: 165'-2-P k I Top, V347 x0 "I ^1 °1`-- 21 <i. CP 46 4 A5195756E �`)( 710 x EOIC'EIEGIip1ER.. EASED SED t x3176 us if 11 CHH H347E �E o(Hct -x) � qn 196 `. 1]B IP -2HJOC - c6 2 ABG` � 1 / 49 09 2 P.54M 10 ReTc Yt �iIp 120'-7-)241-AIEV %tat -rt=- - 1 1 I 19,67OUR/FIUT X I _ -r I Treating structures eborvn an Old JP.A. He..5°OAIE° rut �. EP ✓r- - -�✓r- J_ _ — _ — DUE NAa I _.rG_ EP_ vL1 1. arowing contain mergixeE cable PROPOSED CONSTRUcnav (toe °H) and eaument Entamg stmt HAVEN AVE. h SCRRA tum ar cracking on, roll to be ACOCia St. to Jersey Blvd it... ONLY de supaas'an of 95W.PEW, Or \. TRT ger Edison Co.appeared. I2/28/06 e ::193757E.-. %� - 2.�X\ r—,alrewra;En Jr p I i 14' 2 5 P �' STREETTwo. . No. z a>L 3464041 EXISTING V5170347 rlySu.• sNnt--r,SSit 2220 CI: 4693775E Cf`IG EIELIAWEF 211 ;5' WTWII 9.50.4PSV -. I IX 41R Ito' RUTH) to a vn this rC 145' -2 -fl IJ ] = I HJOA 10 ST. IV. 5 2-JBCLP ' \ n 1 w1 - H347A r l]'r 21.. `I-21 f-4NAY BARS EX BEER �r q OS 11617E10 x611J of 2 -DU a - —�— - A�1 Treating structures eborvn an Old JP.A. He..5°OAIE° W At. Be. J_ e11EIXm—nano arowing contain mergixeE cable PROPOSED CONSTRUcnav (toe °H) and eaument Entamg stmt HAVEN AVE. h SCRRA tum ar cracking on, roll to be ACOCia St. to Jersey Blvd it... ONLY de supaas'an of Rareho Cucamonga TRT ger Edison Co.appeared. I2/28/06 Orion Y EBY y °A1C STREETTwo. . No. z a>L 3464041 EXISTING V5170347 EDAA.aM sNnt--r,SSit 2220 It, 9 (Y-814) 81 5]t -]SPS 0-25!0 Eiotng structures shown vn this Enstng structures shorn on Ibis dmwng canton energized cobra dol ng contain enaglzed cable and nwinnel Entering stood and equipment EnsOn stmt X 14' d 4-5' lure breaking Too w to by tum oc backed Ihod w ,It to be done ONLY under subdivided of dean rely uma mpe"N on vl Edson [o. personnel. Edison Co personnel. EXISTING H347D EXISTING H347E ♦19 (Id- 1 114: 2_4WAY END (To ) fl l'1 2195 CAP an nadan _San a'O nrt 4'G 4-G— E%.-2' EX. 1-2' One )Nt �Nr 60 SD I nl 15.g 44 15' U i 45 4 a]r Jc AUS° :I I ;� n ut EX 122'-]-5' '"S �EX. CAP TO EX CAP 1 IVEY ��— 651V '} y{I.�L ��]] IEV y EPSE;E? Cl: 4693752E 2 ,+v - - I _ Ilwx43 EX 201-1- lA,C.�O�•' 95 REST BOB aFCMNiR 1 Jam__ _of t],U4S 1 FX PttE/� T NI. WHO P --- 1i:6p: 1 IA 'k N 13Y I 1 47 - 4 CI: 4693771E e.D. Hi4M TOaP - 48 25 L[fIL. E1ECIflOJFfl 203 0ry nI ' f PAST ME 9,50(1 EUL NP8 TD -2.088 �— Ll _ _ — aL_ ��- Ep"ot o O * 201 25 cor6UMT �93751E 25' CaC EEELIRd H64M m 4 9AeP.IPW U1: 60' -2 -/ACIP _ ry ` _ _ Ni. ft/IV 1 I 1 1X t— ,I CI: 4693772E a 25 CCt1C E1fcIRNHE 204 _ 4' HAST AN' EX H347 TO 4 CI: 4693774E 410 —2]' 1 %HXLKPSv BE 121' -2 -reap / /� 25' E6':C BTT RNIA D6 / , IXOn E EAST AW i 9.SC0.HPSV do 10 I3' 64]0 TO Se HH H647C 1 IX * 2 5 —CI' 9375 H1: I]'-2-b8CIP Ins'. lin 24- IIM-]) m u' \ I`'-CIl1C' DEC W:3-4RYAY Ods HA5T_wu - I HH H6470 TWO TO SL .. y'yyVY' Io5 rl]'s N' EH -B IN ]-Rol EMS �. CI: 4693773E 4 "' 20 25' WIN EasL[CIIl4] R 4' BE AT- 9,SOLVIPSV \ `/ 40Up 1 e47[10 4 I <� 6 �X Q W 0 15 10 60 UNDERGROUND SERVICE ALERT 1-800-422-4133 1-800-227-2600 Coll USA For Underground Lor ling 2 YloMing Days; Belwe You Dig FEL W0. 6534-6739 AT. 6-67CE REL W.O. 6234-7159 A.I. 6-7104 FEL B.O. 6634-7130 AI. 6-7105 IIM JP.A. He..5°OAIE° W At. Be. J_ e11EIXm—nano 5EE ABOVE PROPOSED CONSTRUcnav (toe °H) HAVEN AVE. h SCRRA ACOCia St. to Jersey Blvd Rareho Cucamonga TRT bm/ovr I2/28/06 Orion Y EBY y °A1C STREETTwo. . No. z a>L 3464041 Edison EDAA.aM sNnt--r,SSit 2220 ACCESSIBLE GROUND CONNECTION IN VENT P100: REV. 12/1/97 LEGEND OF CONDUIT SYMBOLS (CONVENTIONAL U.G. EDISON NO. CONDUIT REQ'D. - f SIZE OF CONDUIT RUN N0. f LENGTH OF TRENCH TYPE OF FACILITY TRENCH (CIC OR DB.) RUN N0. - f LENGTH OF TRENCH STRUCTURE STATION STA r STATION NUMBER �S'TTRREET�LI�GHHT No. CONDUIT REq'o. - `J�/f slzE of CONDUIT RUN NO. f LENGTH OF TRENCH i5 STREET LIGHT TRENCH TYPE OF FACILITY RUN NO- LENGTH OF ADDITIONAL TRENCH REQ'D. STREET LIGHT STATION STA. STATION NUMBER EDISON CONDUIT =: f SIZE OF CONDUIT REFERENCE RUNN NONO. MEMO f DENOTES CONDUIT RUN CONTINUATION FOR CONSTRUCTION INFORMATION STREET LIGHT No. CONDUIT REQ'D. f SIZE OF CONDUIT MEMO f DENOTES CONDUIT RUN CONTINUATION REFERENCE RUN N0. FOR CONSTRUCTION INFORMATION POLE STATION STA , STATION NUMBER # ANY OF ABOVE SYMBOLS FOLLOWED BY A - DENOTES THE FOLLOWING: DB CONDUIT WITHOUT ENCASEMENT IS ACCEPTABLE FOR PORTIONS OF TRENCH WITH ONLY ONE OR TWO CONDUITS. SEMI -ENCASEMENT IS REQUIRED FOR PORTIONS OF TRENCH WITH ONLY THREE OR FOUR CONDUITS. FULL ENCASEMENT IS REQUIRED FOR MORE THAN FOUR CONDUITS. D18: Rev. 5/24/05 VICINITY MAP NTS S.B. CO. Pg 603 3-3 PE R BOLT CONCRETE PRODUCTS Precast concrete item complete with necking,cover,and inserts may be obtained from any of the following approved manufacturers. JENSEN PRECAST 14221 San Bernardino Ave., Fontana, Calif. 92335 Phone: (909) 350-4111 UTILITY VAULT CO. 10650 Hemlock Ave., Fontana, Calif. 92335 Phone: (909) 428-3700 D41: Rev. 2/28/06 VAULT 6' X 12' X 7' (SEE UGS- VA410) 4' x 5' x 8" Concrete Cover Use Felt Between Cover As Neck 4' x 5' x 12" Neck Ring Optional Risers Are Avoilble and Are Positioned Between The Vault and The Neck Ring - 2 Tan Swiftlifts 2 Ea. Side Wall 4 Total 1/2"0 Grounding Inserts 3 Ea. End Wall 6 Total Base Section 7/8"0 Pull Irons 4 Ea. End Woll 8 Total Approximate Weights Tap - 12900 Lee Bose - 12900 Lbs UST OF MATERIALS 1O FS: 1. Footage quantltes are approximate. r D O N O 2. Where reference is to an item not detailed, Lsee separate description list. 3.. This list provides a summary of major items. SEE UGS SECTION INDEX FOR REFERENCE DRAWINGS QUAN. UNIT DESCRIPTION SIZE ITEM NO. REF DWG. REV. DATE 1 EACH VAULT 6'x 12'x 7' V512 UGS-VA400 05/05 1 EACH COVER, VAULT 6 5' --- UGS-FC660 05/05 1 EACH VAULT LADDER 11 MIN. --- UGS-AC742 10/05 2 EACH VENT - STAND PIPE 10"o --- UGS-AC75J 10/05 20 FEET VENT PIPE 10"o --- UGS-AC758 10/05 I X X 0 11E21f2 DISTRICT PROJ. MGR. PLANNER HWI/D.CURTIS D.W.O. A.I. N0, ONTARIO PHONE 3" PHONE (750) 220-3951 6634-7174 7-7142 FOREMAN E1"fC EARTH JiCUSHION REf MAP N0. THOMAS GUIDE GRID NO. EARTH CUSHION TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION SHOWING DIRECT BURIAL SHOWING SEMI -ENCASEMENT FILM SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR FEWER CONDUIT FEWER CONDUITS. CODE CHANGE To 2 CONDUITS MAX. REQUIRED FOR 3 OR 4 CONDUITS 081: per 4/16/05 D73: Rev. 2/24/00 -3 PROPOSED CONSTRUCTION (LOCATION) AVE. & JERSEY BLVD. -z /oar 3/17/09HAVEN ANDRETTI, RAHAL & SNEVA 12KV -1 huvi/oar 12/17/07 12"0 Sump Traffic Cover and Frame AFCO A1106 ar Equal 4 Tan Swiftlifts 4 Total r- 5"0 Terminators 8 Ea. End Wall 16 Total 0"0 vent 1 Ea. End Wall 2 Total 5'0 Terminates 12 Ea. End Wall 24 Total Overall outside Dimensions 7'-1"W x 13'-11 x W-7 1/4"F Overall ureide Dimensions 6'-0"W x 12'-0'L x 7-0"F POLE RISER BEND FOR RISER ON KICK BLOCKS 2' #6(MIN) BARE COPPER TO GROUND RODS #6(MIN) BARE COPPER 5/8" x 8' COPPERCLAD STEEL GROUND ROD AND CLAMP 2 PLACES 6'(MIN) SEPARATION GROUNDING TYPICAL FOR BOTH POLE CONFIGURATIONS -WOOD MOULDING WITH #6 (MIN.) WIRE INSIDE TO TOP. f ALIGN RISER WITH A TEMPORARY LENGTH OF CONDUIT; REMOVE THIS LENGTH WHEN RISER IS SET. 3 1/4" FOR WOOD KICKERS, (1 1/2" UNISTRUT KICKERS SOLVENT WELD PIPE CAP ONTO RISER. DO NOT PERMIT EXCESS CEMENT � TO ENTER CONDUIT. CAP FDG BEND WITH CONCRETE -FILLED COUPLING. RISER BENDS 3, 436"(MIN) RADIUS FOR 1" TO 3" INCL. 48 -(MIN) RADUIS FOR 4" AND 5" 60"(MIN) RADIUS FOR 6" AND OVER GRADE 3"(MIN) ENCASEMENT MINIMUM EARTH COVER OVER 24"(MAX) (SEE NOTE 4) RISER BEND TO BE AS FOLLOWS; DUCT COUPLING OR ADAPTER REAM INTERIOR OF LOWER END OF ABS RISER BEND TO PERMIT A SMOOTH TRANSITION FROM THE CONDUIT TO THE RISER. 1, APPROVED RISER BEND ARE SHOWN ON FOLLOWING TABLE; CONDUIT SIZE FDG COVER FIBERGLASS COVER 1" 3" 33" 47° 411-5" 57 59" 6" 72° 74° 3 1/4" WOOD KICKERS CONDUIT 1 1/2 UNISTRUT KICKERS (SEE INSPECTOR) 2" 2" 2" 2.. 2 00 00 00 LE P LE RISER BEND WOOD MOLDING MATERIAL SIZE 1" 1-1/2 2' 2-1/2" 3° 4" 5" 6" ABS � NA X X I X I X z FIBERGLASS - - - - X I X I X X HUG X X X X X I X I X X NOTE: 6" FDG OR FIBERGLASS RISER BEND SHALL BE USED WHEN SPECIFIED ON THE WORKING DRAWING. SEE UGS-AC702 FOR GROUNDING HDG RISER BENDS. 2, THE TOP AND BOTTOM OF 3", 4", 5" OR 6" FIBERGLASS BENDS ARE FURNISHED WITH PERMANENTLY ATTACHED PVC COUPLINGS. ALSO INCLUDED IS A 6" LONG 3", 4", 5" OR 6" SCHEDULE 80 PVC STUB -OUT, SOLVENT WELDED INTO THE TOP COUPLING. SEE UGS-CD166 FOR FIBERGLASS RISER BEND MATERIAL INFORMATION AND SUPPLIERS. 3, TWO GROUND RODS ARE REQUIRED AT ALL PRIMARY RISER POLES. DRIVE RODS IN TRENCH BOTTOM WITH 6" MINIMUM SEPARATION IN UNDISTURBED EARTH. LEAVE THE ROD TOPS 3" ABOVE THE TRENCH BOTTOM AND ATTACH CONTINUOUS GROUND WIRE WITH "GAR" TYPE CLAMPS. EXTEND WIRE TO INDICATED LOCATION ON POLE AND STUB UP 2" ABOVE GRADE IN WOOD MOULDING. ALL GROUNDING MATERIALS FURNISHED BY CONTRACTORS. SEE UGS-AC703 FOR APPROVED GROUNDING MATERIALS. 4. ENCASEMENT REQUIRED ONLY WHEN CALLED OUT ON WORKING DRAWING. 5, PVC RISERS MAY BE SUBSTITUTED FOR FIBERGLASS FOR STRAIGHT RUNS OF 150' OR LESS IN CONDUIT SIZES 4" AND UNDER. 6. 4/0 BARE COPPER NEUTRAL WHEN REQUIRED TO BE INSTALLED IN TRENCH, CONTRACTOR TO PICK UP AT SCE DIST. YARD D78A: REV. 6/1/05; REF. UGS-CD161 E (NO SCALE) RUN NUMBER CALL -OUTS AS FOLLOWS: (NO SCALE) g MAINLINE CONDUIT � NA - NA SERVICE CONDUIT z - NA STREET LIGHT CONDUIT INVENTORY MAP/$ es 3" 3' 0 3.. 216-2127-1 3.. 0 11E21f2 DISTRICT PROJ. MGR. PLANNER HWI/D.CURTIS D.W.O. A.I. N0, ONTARIO PHONE 3" PHONE (750) 220-3951 6634-7174 7-7142 FOREMAN E1"fC EARTH JiCUSHION REf MAP N0. THOMAS GUIDE GRID NO. EARTH CUSHION TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION SHOWING DIRECT BURIAL SHOWING SEMI -ENCASEMENT FILM SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR FEWER CONDUIT FEWER CONDUITS. CODE CHANGE To 2 CONDUITS MAX. REQUIRED FOR 3 OR 4 CONDUITS 081: per 4/16/05 D73: Rev. 2/24/00 GUTTER GRADE (NO SCALE) cs so 3 3" e e 3" e e TYPICAL CONDUIT BANK SECTION SHOWING FULL ENCASEMENT SIMILAR CONSTRUCTION FOR MORE OR FEWER CONDUIT REQUIRED FOR MORE THAN 4 CONDUITS D72: Rev. 12/1/00 11THIM111110 THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Company's requirements. This war- ranty shall commence upon receipt by Applicants of Company's final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having jurisdiction and at Appli- cant's expense any breach of this warranty which may became apparent through inspection or operation of underground electric system by Company during this warranty period. DATE REVISION INFORMATION 01/03/08 REVISED SINGLELINE & REMOVED MATERIAL ON CALLOUT AS. 11/14/07 RELOCATED MAINLINE TRENCH, V5136 & RP -659E PER PLANNER REQUEST. CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor/Developer shall furnish the following items at no cost to the Edison Company. Southern California Edison Company has attempted to correctly show all existing utilities and substructures In the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures In their correct location will not be a basis for a claim for extra work, and the contractor shall he resposible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS-GIO01. 2. CONDUIT: a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. a Contractor is to furnish and install approved conduit to Edison specifications per UGS-C0100.1, 110 AND 120. J. For the type of conduit for this job, See UGS-CD110.1. e. Install all risers per UGS-CD160, 161, 162 and 170. E Cap all mainline conduits per UGS-CD14B and service conduits per UGS-CD150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, PINI SOE's & all cap locations, per UGS-CD180.1 & UGS-CD180.2 h. Install pull rope in all conduit runs. Pull rope to be 1/4" polypropylene or polyethylene rope, braided or twisted. For specifications, approved makes, and suppliers, see UGS-G14S L All conduit must be mandrelled with the approved mandrel) UGS-CD197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36" for conduits 3" In diameter or smaller 48" for conduits 4" and 5" in diameter 60" for 6" diameter conduit b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise). 4. EXCAVATION AND BACKFILL: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. 6. All excavations shall be in o¢a rdance with the California State Construction Safety Orders (when applicable), Edison specifications, and all governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall he provided by the Contractor for all excavations and shall include crushed rock, concrete, and/or imported backfill, when required. e. Backfill with a MINIMUM of one sack per yard sand cement slurry around and over vaults and manholes per UGS-GI30.3, Par. 6.4 and around PMH's within one foot of finished grade, per UGS-SS590.1. F Backfill, per Edison specifications, shall immediately follow conduit or substructure installation. At no time shall conduit be left exposed over 24 hours. g. Na racks are allowed within 12 inches of direct -buried cables or any conduit without concrete encasement. Native backfill capable of passing through a one-half inch mesh screen shall he considered to he "rock free'. If existing backfill does not pass through a 1/2" screen, place imported sand 3" below and 12" above Edison cables. After this point, no rocks larger than 12" diameter are permitted. h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or structures. 5. PAVING: Repaving, where required, shall be placed in such a manner that interference with traffic, including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which Is acceptihle to Edison. 6, STRUCTURES: a. All substructures shall be constructed or installed to Edison specifications. B. Install protection harriers per UGS-MS830 when required In areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall he water tight. d. All grounding materials shall be furnished and installed by the Contractor. 7. RETAINING WALLS: When required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24" above the pad surface at a distance of 5 feet from the some, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for typical space requirements. 8. PERMITS: All permits necessary for excavation shall be provided by the Contractor/Developer. 9, ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 10. SERVICES: a. Meters and services shall comply with Edison Electrical Services Requirements. b. Wiring must he In accordance with applicable local ordinances and approved by local Inspection Authorities. 11. LOCATION: a. The location of excavations and structures for Edison shall he as shown an the working drawing. No deviation from the planned locations will he permitted unless approved by the Edison Inspector. See UGS-G1001, Par 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to he the responsibility of the Contractor. See UGS-GIO01, Par 2.3. 12. Contractor is to verify location and widths of all sidewalks and driveways prior to street light installation. See UGS-CD175.1, UGS-CD175.2 and UGS-CD175.3. 13. SURVEY: Surveying of street Improvements, property corners, lot lines, finished grade, etc., necessary for the instal- lation of underground facilities must be completed and markers or stakes placed prior to the start of the in- stallation. In addition, Developer shall maintain the markers during the Installation and inspection by Edison. Grade and property line stakes must show any offset measurements. 14. COORDINATION AND SUPERVISION: The Developer shall provide supervision over and coordination among the various contractors working within the development In order to prevent damage to Edison facilities. He Is responsible for the cast of repairs, re- placement, relocation, or other corrections to Edison facilities made necessary by his failure to provide supervision or to otherwise comply with these specifications. 15. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for this job may also cover the facilities to be installed for the telephone company and/or other utility, Any questions concerning details of their installation should be referred to the company concerned. 16. OWNERSHIP: Developer is to deed to the Edison Company all structures shown hereon except those shown as customer owned. 17. WARRANTY: Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein are free from defects in workmanship and are In conformity with Southern California Edison Company's requirements. This warranty shall commence upon receipt by Applicants of Company's final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having jurisdiction and at Applicant's expense any breach of this warranty which may become apparent through Inspection or operation of underground electric system by Company during this warranty period. 18. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction Is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. Contact Underground Inspector: ERNIE OVIEDO Phone: (909) 357-6522 Dev: Rev. 03/04/05 CONTRACTOR COST PLUS❑ FIRM❑ DEV.® INCLUDES PERM.PAVING YES® NO ❑ PERMIT NUMBER DATE STARTED DATE COMPLETED INSPECTOR ERNIE OVIEDO PRECASTER CONDUIT UNDERGROUND SERVICE ALERT 1-800-422-4133 or 1-800-227-2600 Call USA For Underground Locating 2 Working Days Before You Dig RUN NUMBER CALL -OUTS AS FOLLOWS: MAINLINE CONDUIT NA - NA SERVICE CONDUIT NA - NA STREET LIGHT CONDUIT INVENTORY MAP/$ D84: Rev. 1/27/05 216-2126-5 216-2127-1 214-2127-1 DISTRICT PROJ. MGR. PLANNER HWI/D.CURTIS D.W.O. A.I. N0, ONTARIO PHONE PHONE (750) 220-3951 6634-7174 7-7142 FOREMAN TRUCK N0. P/E INVENTORY MAP N0. THOMAS GUIDE GRID NO. S. L. W. 0, A.I. N0. SEE ABOVE S3 603 B-3 CSD 140 Y BY-PASS EXISTING FILM J.P.A. NO. ASSOCIATED W.O. A.I. N0. N CODE CHANGE To CHECKED %LOAD 6334-7110 7-7143 -3 PROPOSED CONSTRUCTION (LOCATION) AVE. & JERSEY BLVD. -z /oar 3/17/09HAVEN ANDRETTI, RAHAL & SNEVA 12KV -1 huvi/oar 12/17/07 %CUCAMONGA SUB RANCHO CUCAMONGA TRT HWI/MRM 10/16/07 SHEET DWG. No. REV, APPROVED BY DATE CHECKED BY DRAWN BY DATE 1 of 3/0�92A dclotl Southern California Edison Company PROPOSED C-) < SINGLE LINE CE)�-p uT 0 C P Ln �� coo � � z J Ln •G 0 0 C-0 z Ln' Z CA 1 2 3 cn) 0 m •� w TCD - 0 J o F - N3 0 —I • 0 • BOYNTON � <o roe* •• cPv) 336•x••• *00 LOAD Njo� 26th ST 0 0 0 0 0 0 0 Ln < APPROVED BY: . 0 =o N ROGER SALAS 0 0 00 • • FT J zco SIGNED COPY OF SINGLE o • 1 2 3 LINE IS IN W.O. PACKAGE. 0 0 SNEVA ••• ••• JERSEY BLVD < • • ANDRETTI 6 336 _ ANDRETTI o-) o C) -V- J cr o� o_ cn m m 0 00 0 0 o 0 00 CO z •� FTI D < _ •D F- n < N o0 < cn cP � N N 0 J 00 FT m w 336 • • • SNEVA�� HUMBOLDT AVE rT1 • •o SCRRA a •CD o SCRRA II 336 (:D 1000 RAHAL 0 • •• ' • RAHAL 8th ST C-0 m < • • N LT NCT CP)<Ll� CT coN 41 A cn J cn m m r om) J Ln- 0) • D z • o . FT FT o� cel N CDFTI w cJJ 40 �/f cel 0 PROPOSED BOYNTON 12KV SNE VA 12KV N P, o r ANDRETTI 12KV 40 C) � m RAHAL 12KV cc CD 0, 12KY/6. 9KV FU C UCAMONGA SUB BOYNTON 12KV RAHAL 12KV SNEVA 12KV r 0 Y c) < Cf) C -P cn cn Fs") iv 123 26th ST 0 40 z Ln- o of z Q0 � J N cit CO < m OH c�l J •0 N J •o �o CO 00 0 FT � � AS IS �CD SINGLE LINE SNEVA 12KV JERSEY BLVD ANDRETTI 12KV AS—IS ANDRETTI 12KV 71 A TT A T A 6-1 T777 ,�)1VL VA 7 xA V BOYNTON 12KV C UCAMONGA SUB DATE I REVISION INFORMATION 01/03/08 REVISED SINGLELINE & REMOVED MATERIAL ON CALLOUT #8. 11/14/07 RELOCATED MAINLINE TRENCH, V5136 & RP -659E PER PLANNER REQUEST. UNDERGROUND SERVICE ALERT 1-800-422-4133 or 1-800-227-2600 Call USA INVENTORY MAP/$ For Underground Locating 216-2126-5 2 Working Days Before You Din 1 1 216-2 27- 214-2127-1 DISTRICT PROJ. MGR. PLANNER HWI/D.CURTIS D.W.O. A.I. No, ONTARIO PHONE PHONE (750) z2-3951 6634-7174 7-7142 FOREMAN TRUCK N0. P/E INVENTORY MAP N0. THOMAS GUIDE GRID N0, S.L.W.O, A.I. N0. SEE ABOVE SB 603 B-3 CSD 140 Y N BY—PASS CODE EXISTING CHANGE To FILM CHECKED %LOAD J.P.A. No. ASSOCIATED W.O. A.I. N0. 6334-7110 7-7143 —3 PROPOSED CONSTRUCTION (LOCATION) HAVEN AVE. & JERSEY BLVD. -2 nwi/aar 3/17/0 ANDRETTI, RAHAL & SNEVA 12KV -1 nwi/aar 12/17/07 %CUCAMONGA SUB RANCHO CUCAMONGA TRT HWI/MRM 10/16/07 SHEET DWG. No. REV, APPROVED BY DATE CHECKED BY DRAWN BY DATE 2 of 3 �;4/yowq��3A�dclot k Southern California Edison Company