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HomeMy WebLinkAbout2482'IMPROVEMENT OUANTITY- CON���Il NOTE89 NOM %WgM ME FM C" UM ONLY. WWAMR SML WMINE SEPARUE 0 FOR BIDDINO KJRPOSB, 6,655 SF 0 SAW CUT & REMOVE Exis-nNG ASPHALT PAVEMENT. 1,037 LF @SAW CUT & REMOVE EXISTING CONCRETE CURB AND GUTTER S: EET IMI ROVEM,E,; PILA: S 1,100 LF OSAW CUT & REMOVE EXISTING CONCRETE SIDEWALK MP PER CALMNS SM A88A 2 EA SAW CUT REMOVE AND RECONSTRUCT EXISTING ACCESS RA GDETAIL SHEET 3 AND DETAIL HEREON. PARCEL �MAP 11911823 5 FA EXISTING POWER POLE TO BE RELOCATED AND ALL LINE EXCEPT 66kv TO BE UNDERGROUNDED. MBFEMTM LE13EM N/A R&OCA`TED POWER POLE PER SEPARATE PLAN. -PROPERTY LIL NE N/A EXISTING 12" WATER LINE. CONTRACTOR TO VERIFY DEPTH OF COVER AND MAINTAIN GENERAL NOTES: RANCHO CUCAMONGA CR/W -RIGHT OF WAY EXIST. FIRE HYDRANT @MINIMUM COVER REQUIRE BY CVWD AT ALL TIMES TO PROTECT IN PLACE. -CENTERILINE to (DExisnNG 6" GAS LJNE CONTRACTOR TO VERIFY DEPTH OF COVER AND MAINTAIN MINIMUM COVER REQUIRE B� THE GAS COMPANY AT ALL 11MES TO PROTECT IN PLACE, 1. ALL -WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLAN THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIF1 ATION F R F HONT T,C. -TOP OF CURB EXIST. WATER METER F.L. wm C 0 i�9N75 -FLOW LINE N/A PROTECT IN PLACE EXISTING CATCH BASIN AND STORM DRAIN LINE S STM S jyjp7A ST� PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. cokrigdfOR SHALL BE FAMILIAR WITH AND BE RESPONSIOILE FOR ADHERENCE TO THE E DARD J, RMONT AND SPECIFICATIONS INCLUDING IT'S ANNUAL SUPPLEMENTS AND AMENDMENTS. �,FAI F.& -FINISH SURFACE 4�' EXIST. WATER VALVE D R.C�P. -REINFORCE: CONC. PIPE UPLAND GAS V� N/A 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN INV. PROTECT IN PLACE EXISTING TRAFFIC SIGNAL AND STRE: LIGHT INVERT �113ASELINE AVE @ 0 EXIST. GAS VALVE ANIS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEM BA RUA -SLOPE S 'L BE REMOVED, REPLACED, ON THESE PL ENT WORFIS TO BE DONE SKAL 'yq -FINISH GRADE GUY WIRE D MAN RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMi0N A. N/A UO PROTECT IN PLACE AND OR ADJUST TO GRADE EXISTING UTILITY PEDESTAL/PULL BOX G F.G. / EAD > 1i 11 Y >I, S.D� -STORM DRAIN 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL, BE__SOLELY RESPONSIBLE FOR ANY DAMAGE ji d �- �j _�S� > w _01 N/A P TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILMES ARE SHOWN ON THESE PLANS. q, ... . ..... ..... .. T.R. -TOP OF RAIL pp U1 I ROTECT AND/OR ADJUST TO GRADE EXISTING FIRE HYDRANT AND VALVE > > < -0- !I �� i� OV� ST.LT. -STREET UGHT EXIST. POWER POLE CHURCM ST. G.B. -GRADE BREAK N/A JOIN EXISTING CURB AND GUTTER 4� A PERMIT SHALL BE OBTANED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR . ..... 7 -HIGH POINT EXIST. TRAFFIC SIGNAL CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY, H.P. C.F. 450 SF GRIND EE 5 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BESET AT ALL NTS, EDGE OF PAVEMENT POINTS SILL, _,. HINGE POI , '. I � -A ix ", %�, -CURB FACE NX " "I m ji 26, T�SITNG AC PAVEMENT 0.17' MIN DEPTH AND OVERLAY 0.17' MIN. THICK ARHM SAN RERNARDI�o RD % 1! - --- ­­­ 1! -BACK Of WALK PAVEM EE DETAIL ON SHEET 1 ILL BLVA WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES B.W. MAY BE REQUIRED -BY THE CITY �o _ , -, ", III ii S ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. -AGGREGATE BASE C!�Ty AC OVER 6- AB. EXIST, CROSSWALK SIGNAL A.B. 1,900 SF CONSTRUCT 6 6 6' > i �tj P.V.C. C DEVON q L>� il 1, -CAST IRON PIR 15� ALL SEWER, WATER, 'ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL -BE CONSTRUCTED PRIOR TO PAVING. STREET LIGHTING BOX > 110 LF (135 CONSTRUCT 8- CURB AND: GUTTER PER CITY STD. 104 TYPE A2-8 F.H. -FIRE HYDRANT 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB�GRADES SHALL BE PERFORMED AT T, C.B. NO COST TO: THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED To THE CITY ENGINEER FOR ARROW 1ROU M -CATCH BASIN CONSTRUCT B" PCC PAVEMENT WITH WIREMESH, 6" SO., 10 GA ON 60 _2 'c� -POWER POLE 0- �G APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 110� - 4 P.P. EXIST. STREET L[ HT 6,820 SF 16 CLASS 11 A.B., AND CURB GUTTER TYPE A3-8 PER BUS BAY - RIGHT TURN LANE GRADE DETAIL CITY STD. 119 AND OMNffRANS SECTION 7 R= -RATE OF G JERSEY SDMH _'Ji ELVD, i; _nh ST. ...... __-, , -BEGINNING OF CURVE 0 EXIST. STORMDRAIN MANHOLE 3,760 F E.C.R. B. AT COMPLETION' OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR' DETERMINATIONS COMPLETED TO B.C.R. S CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 103 VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. -END OF CURVE P 0 SIMH at #R ET ---N CONSTRUCT COMMERCIAL DRIVE APPROACH SIDEWALK PER CITY STD 101 TYPE C L.P. -LOW POINT 0 EXIST. SEWER MANHOLE 1,030 9. PRIOR TO THE INSTALLATION OF ANY PAVING,, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TEST OR DETERMINATIONS SF T�O.P. -TOP OF PIPE VLT� ON SHEET 1 (W AND R PER PLAN) COMPLETED TO VERIFY R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGRE A Qj'3MOD1FIED PER DETAIL G TE BASE. 5, B�O.P, -BOTTOM OF PIPE 7t4q STREET [j, EXIST. VAULT N/A (@PROTECT IN PLACE EXISTING CURB: & GUTTER 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE, �ST RUCRI W' SECTIONS PRIOR TO CONSTRUCTION C.M.B� -;CRUSHED MISC. BASE OF THE STRUCTURAL SECTIONS. A > EXIST. SIGN 6th STREET UARE FEET INSTALL LED LS -2 TYPE STREET LIGHT PER CITY SPECIFICATIONS AND STD, PLAN 410 LL BE PREPARED BY REMOVING N/A (81 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL THE SUB-rGRAbE SHA ��rbo -1EXISTING ELEVATION SEE SHEETS 5 & 6 PROJE, CT il i'll % OTTOM OF WALL ALL ROCKS WHICH PROTRUDE ABOVE THE SUB: GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY O.W. B TREE C V TSUR Q/)1:NSTAU_ REFLECTIVE HYDRANT MARKER PER CITY STD. 1�4 BETTER THAN THE NATIVE MATERIAL T.G. -TOP OF GRATE 1 EA L OCA TION N.G. -NATURAL GRADE 12, IF ASPHALT CONCRETE IS To BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE'E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE Lo TOP -TOP OF S: PE UNIFORMLY APPLJED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH` PRIOR T- TING BARRICADE TO BE REMOVED EXIST. TRAFFIC SIGNAL BOX 1 FA @ EXIS PAMINIG. i FOURTH SMREET To� E -TOE OF SLOPE Gm CUCAMONGA EP. OF PAVEMENT D EXIST. GAS METER 3 �EA 2@3 ADJUST EXISTING WATER VALVE TO GRADE GAUSTI PARK 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE C014VENIENCE OF THE DEVELOPER. CONTRACTOR SHALL MAKE HIS OWN 0 FREEWAY A.C. -ASPHALT CONCRETE DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID:. MY ITEM OF WORK REQUIRED­-1BY THESE PLANS WHICH IS NOT spEcincALLY . ........ . ....... MB LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS.'OF WORK. C.L.F. -CHAIN LINK FENCE 0 EXIST. MAIL BOX 3 EA EXISTING STREET LIGHT TO BE RELOCATED PER C17Y SPECIFICATIONS AND STD. PLAN CONC. -CONCRETE 410. COORDINATE CONDUIT RELOCATION WITH SCE_ 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. PKWY DRAIN-PARNWAY DRAIN TMH N 15. CITY'APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONS H.C. -HANDICAP 11 EXIST. TELEPHONE MANHOLE N/A U5 EXISTING AIR VACUUM RELEASE VALVE TO BE RELOCATED BY OTHERS. IBILITY FOR THE CORRECTION OF:,EER R AND OMISSION DISCOVERED DURING Wt 10 'SMME No� 19 N EXIST. -EXISTING AB TO MATCH EXISTING SECTION. CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THECITY EER FOR APPROVAL. X 1854.69 EXIST. GRADE ELEVATION 245 TRANS PAD -TRANSFORMER PAD SF U6 CONSTRUCT 4" AC OVER 5 16. WORK SITES AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION, SITE SHALL BE STREET TREE LEGEND: BLDG -BUILDING CLEANED UPON REQUEST OF THE INSPECTOR. M.H. -MANHOLE I EA U7 CONSTRUCT MODIFIED ACCESS RAMP PER CALTRANS STD A88A AND DETAIL SHEET 4 17. CONTACT UNDERGROUND SERVICE ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION' PHONENO 1-800�227-2600. PROVIDED FOR, YOUR M STREET BOTANIC NAME 0MMON:NA' E SIZE SPACING SYMBOL QTY. P OP. -PROPOSED CONVENIENCE ARE THE FOLLOWING: SAWCUIT EXISTING AC PAVEMENT, CURB & GUTTER AND CONSTRUCT COMMERCIAL DRIVE SF @APPROACH & SIDEWALK PER C11Y SIT) 101 TYPE C MODIFIED PER DETAIL HEREON (W V 3,230 4TH STREET PLATANUS ACERIFOLIA LONDON PLANE 15 GAL 35, g 11 & R PER PLAN) A. CHARTER COMMUNICATIONS (909) 880-0220 N/A PROTECT IN PLACE EXISTING CONCRETE BAND AND PAVER BOTTLE TREE 15 GAL 3S' 19 4240 N. HALLMARK PARKWAY (909) 880-0230 UTICA AVENUE BRACHYSH:TOIN POPULNEUS SHEET INDEX: SAN BERNARDINO, CA 92407 1 J SHEr-1 TM.E SHEET N/A PROTECT IN PLACE EXISTING STREET UGHT� SHEET -2 FOURTH SIREET PLAN PROMILE AND SEC11ONS 0-1k -CONSTRUCTION N-OTES FOR S REL -%J. 1 Ek U1 EXISTING PEDESTRIANS CROSSING BUTTON AND CONDUrr TO BE RELOCATED TEE= B, VERIZON (TELECOM) (9091) 46,9-6327 SHEEr-3 UTICA AVENUE PLAN 1400 E. PHILLIPS BLVD. (9091) 483-3000 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. SHEL7-4 BENTLEY ST MD TRADEMARK PKWY PLAN I LS Q2)SAWCUT REMOVE EXISTING DAMAGE/BULKING ASPHALT PAVEMENT POMOMA, CA 91766 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY SHEET -5 STRW UGW GENERAL NOTES AND DETAILS oo-11% UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOILS AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. SHEET -6 STREET UGHT PLAN PLAN 2.200 SF U3 CONSTRUCT 4" AC OVER 4" AB TO MATCH EXISTING SECTiON. C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 3. ALL STREET TREES ARE SUBJECT TO INSPEGRON AND ACCEPTANCE BY THE ENGINEERING SERMCES DEPARTMENT. SHEET -7 CROSS SEC11ONS 1,330 LF CONSTRUCT 1-4- DARK FIBER CONDUIT WITH 3-1.25" O.D. INNER DUCTS PER SHEET -8 4th STREET SIGNING & STRIPING PLAN Q4jCiTy SM. 135 PO BOX 3003 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. SHEET -9 BENW TRADEMAIRK SIGNING & SWING 2 EA @CONSTRUCT END OF RUN MARKERS FOR FIBER CONDUIT PER CITY Sm. 136 REDLANDS, CA 92373 12 EA U6 EXISTING TREE TO BE REMOVED D� CUCAMONGA VALLEY WATER DISTRICT (900) 987-2591 10440 ASHFORD STREET VARIES 105G -- ---- -- . . ........ UL T. EX. LILT. EX. RANCHO CUCAMONGA, CA 91729 SEE PLAN SHEETS NL N" NLY NL: YN FOR LIMITS -Y R,/W R�y JOIN Cj IL R/W R/W C 4'SIDEWALK 601 60 3PSIDEWALK EASEMENT E. METROPOLITAN WATER DISTRICT EXIST. C (213) 217-6000 2D 6' EASEMENT .1 6' 12' 48' 700 N. ALAMEDA STREET _7' 43 .......... 1040 NEW PIPE LINE CATv EXIST. CABLE TV CONDUIT LOS ANGELES, CA 90012 EXIST. AC PAVEMENT 41 LU 0.51i EXIST! WALK! RIGHT OF WAY E - EXIST. UNDERGROUND ELECTRICAL F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 1! nDE GRIND OVERLAY OHW EXIST. OVER HEAD WIRES NEW RRE HYDRANT EXISP 7951 REDWOOD AVENUE (909) 987-6585 0.17' MIN. ARH� EX MEDIAN 71 GRADE\ EXIST, EDGE OF A.C. PAVEMENT FONTANA, CA 92336 (2.2%) ----------------- CURB NEW WATER METER 7� i =7-, '270 N R COLD PLANE AND NEW WATER VALVE FS, SEE ON31T 2 EX AC: G. INLAND EMPIRE UTILITIES AGENCY (909) 993-1600 2' 'EX AC 3 N.T.S. GRADING PLAN 3, PAVEMENT' EXIST, SANITARY SEWER R S PAVEMENT 24" SD 6 NEW TH: U' T BLOCK 6075 KIMBALL AVENUE CHINO, CA 91708 EXIST. STORM DRAIN NEW SEWER MANHOLE 0 SEC110N X X SEC110N, Y Y 0 NEW SEWER CLEAN OUT G H. RANCHO CUCAMONGA MU141CIPAL UTILITY (909) 477-2740 EXIST. GAS LINE 10500 CIVIC CENTER DRIVE x RANCHO CUCAMONGA, CA 91730 GO Lo E3 NEW CATCH BASIN EXIST. TELEPHONE CONDUIT to CL y It NEW STORM DRAIN PIPIE L9 z k= C) EXIST. WATER LINE 3 CONSTRUCTION NOTES BUBBLE 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN THE co -4- U_ F-: j61 � �j 1cc �m Lo C.) + + EXIST. CONTOUR ROADWAY HAVE BEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND < - - w , LLJ + 3,c LL_ !�9:�� ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. u uj L�f 3 PROPOSED STREET LIGHT < + I Lu PROP. FLOW DIRECTION m C-) C.0 M 8 � n -A w 77,11 x FUTURE CURB AND GUTTER Rw RECYCLED WATER uj a_ NEW C OT 1 v. EXISTIlNiG SURVEY MONUM URB AND GUTTER I HEREBY CER11FY THATJ HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD C4. 0 R=;'30' 0' A-1- I N.,R 't. mi CILTY I U) ARE -!!L30 �c i DISTURBED BY THIS PROJECT, ALL SAID MONUMENTS WHICH CURRENTLY MST N THE FIE OF RANCHO! CUCAMONGA .... .... - ------------ . ..... --------- . ..... . .............. SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS, NONE. - -- ------- ------ ----- - S'AW�U__ W.- 0 LINE STREET IMPROVEMENT10LAN f SAWCUT x 7 y LINE DATEM 5/23/18 No. wifis rn, REINHARD STENZEL R.C.E. NO� 56155 P'ARCEL MAP 19823 R'.:C.E NO. 561 4TH STREET AT STA: 43+53.28 4TH STREET AT STA: 46,+50.00 'WAY ,A AY MODIFIED COMMERCIAL DRIVEW MODIFIED COMMERCIAL DRPVE vcw Q J8 A or ROW 2018-00238 CITY SM 101 TYPE "C" Q J8 CITY STD 101 TYPE or V* ... .......... . . . ..... SCALE.- 20' SCALE: 1 20" Underground Service Alert APPROVED BY: DME- Lp 1:11 R>1 �OR E ko C17Y ENGINEER RCE: 67514 co I - TOLL FREE DMGN PU�N �PREPA�RED.�� RMIMIMENDED 4 6 ENCH MARK 0-4 Cah BASIS Of LA INGS. SAK -'NORTHWE, T BRASS PLUG ON WESTERLY CURB RETURN AT THE�, THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE N 1-800 COR ER OF 4TH STREET AND CLEVELAND STREET IN RANCHO COORDINATE SYSTEM (CCS83), ZORE 5, NORTH AMERICAN DATUM 1983 (NAD8,3) DPAWN Whienes En-ginewing, lonc. sHEE1- CUCAMONGA AS SHOWN ON CITY OF RANCHO CUCAMONGA cm OMNEDUM - L+VD S1007NO �UrPKCI 0 r.f. LOCAC-1 OtA 414N OPT,, f4J49 nPESMNE BOYLEVARD 422-4133 STREET IMPROVEMENT PLANS, DWG, NO. 1365 BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) 6 1 ci Ito b 0, SAK I 1 -1 L I OF :eA 'pfw- LA UASM C4UMMA4 90&V "EWPP" AND "LORS" AS SHOWN HEREON (BASIS OF BEARINGS: N 81'2926" W). AV (714)521 1 CHECKED -4 TWO WORKING DAYS BEFO'RE YOU DIG ELEV. 1:028.44 M.S.L ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS. 177 DRAW= NO. crry NO. DESCRIPTION OF REMSION DATE R.S. 2482 APPROVEI) Last Update: 5/23/18 CITY OF RANCHO CUCAMONGA TR p N N 0:\3400-3499\3495\STREE1\ 3495-S-F-Ol,dwg IML AWalft ARks Rom"m AW—M& Now Mil 5 :!;:W� L 0,2976)" N OF C 1028 ROME - JT, UNE F �o6 C-4 ILE' 1098 '--N 50 UTIC'A AVE Last U ' pdate: 6/1/18 T\ 0-\,340C)-34-99\3495\lSTREEl3495 —ST-02-04Awg Gutter not shown Max 1 SIDEWALK X ,---SEE NOTE 9 ERCINT EDGE OF SIDEWALK 0 SIDEWALK CROSSWALK IF PROVIDE., Note I 0.9 Min ------- W, n DL AND �%L BASE Dia 0 July 15, 2016 L K SIDEWALK PLANS AP�-,ROVAI, DATE 7.5X 74 3 - Or eA,� Ll xrxscrvn -9ax Max 5A�6_lz MV A lo nags x as qaa M goo RAISED TRUNCATED QQME H TO ACCOMPANY PLANS DATED_ ET OF FRONT EDGE SEE NOTE 9 WALK OF SIDEWALK NOTES CASE Q 1 As site conditions dictate, Case A through Case G curb may be 9.0% Max ramll�"� , A and 9.07 Max-, \ used for Garner installations similar to those shown in Deto, SEE AT CURB AT CURB _�,b NOTE 9 Detzi I B. The case of curb ramps used €n Deta I [ A do not have to SIDEWALK be the same, Case A through. Cqse, G curb romps also may be used of SIDEWALA, mid blocK locations, as site conditions dictate. CASE 8 IN' 'x,,.l' ic FRONT EDGE to back of sidewal is too short to OF SIDEWALK 2. If distance from curl, 49.0% Max AT CURB accommodate ramp and 4'-2" platform ,landing) as shown in Case A, I F ?A EDGET ONOF may be dened athe sidewalk may s bein Ca69pseDressed longitudinally as in Case B, at- C or R wi. gal — T yP z Typ -4 SIDEWALK 3. When ramp is located in center of curb return, crosswal k =3-357 ...... 1-- La configuration MLISI- be Similar to that shown for Detail B, oo* ALK RETAINING z SIDEW 4, As site conditions dictate, the. retoinIng curb side and the flared 0 CURB (BOTH 12-1 0"12"!10 800 N11\ side of the Case G romp shall be constructed in reversed pas!ll 5�.;Sg� M 6666;. SIDES OF _M oi­G= RAMP mn 7 9.0% Max al�t 5. If located on a cu� the sides a' the ramp need not be parallel, AT CURB n 13.0% Max but the Minimum w of the romp sholl be 4'-2'% -2" Mb 4'- 2" Min SEE NOTE 9 4 - -SEE NOTE 9 RETAINING 6. Side slope of ramp flares vary uniformly -From a max1mum of 9,0% at AT CURB CURB 0 curb to cont -form, with longitudinal sidewalk slope adjacent to top of —_ JA the ramp, except in Case C and Case F. \'t ons f FRONT 308. EDGE OF CAH. G 7. The adjacent surfaces at transitions at cum ramps to walks, gutters, �NTING 118 8 lo, 8 4-H., SIDNALK and s+ree+s shaH be at the same level. -A See Note 4 R RETAINING CURB C 8. Counter siooes of -cidjoining gutters and road surfaces immediately 'SIDES OF RAMP) GUTTER 'and within 24 inches of the curb ramp shall not be (BOTH FLOWLINE TOP OF RAMP 4-2" Min odiacent to 4`Rai2" SEE NOTE 9 NEED steeper than 5;217 (5.0%). Gutter Pon slope shall not exceed 1" of SEE NOTE T', depth "or each V-0" of wid-l-h. 1.5% Max' 9� Curb romps shot I have a detectable warning surface that extends p "--.7.57 Max the full width and 3'-0" depth of the romp, A 4'-0" wide detectable warning surface may be used on a 4'-2'5 wide curb romp. Detectable CASE E 0 S E Q I I _0N A—A Warning Surfaces shall conform to the requirements in the 5tandard Specifications. r ,­GUTTE0 RETAINING CURB WHERE A FLARED SIDE OCCURS LO LiII IF NECESSARY 10a Sidewolik and romp thickness, "T", shi be 3V2" minimum. TOP OF RAMP,' 4'- 2" M i n 11. Utility pull boxes, manholes, vaults and oill other utility facIlities ROUNDED wiThin the boundariesb of the Curramp will be relocated or l r adjusted to grade by the owner prior to, or in conjunction with, curb romp construction. Max 1.5y Mox i,_i 12. Detectable worl surface may have to be cut to allow removal of SEE NOTE 8 utility covers wi mcintoining full detectobie warning width SECTION B-6 and depth. Depress entire sidewaik as required RETAINING CURB /To 00 00 + GUTTER IF NECESSARY__, 2.3" Ili AND 2.4" Max_Z-'too a a FLOWLINECENTER TO CENTER ¢SPACING goo T RAISED OTE 8 DETECT BLE_ WARNING 5USEACE SECTION C -C See Note 9 I MIT OF PAY STATE OF CALIFORNIA Min DEPARTMENT OF TRANSPORTATION ROUNDED CURB RAMP DETAILS NO SCALE SET&LL Q NOT RSP A86A DATED j:ULY 15, 2016 SUPERSEDES RSP A88A DATED JULY 3, 20115, TYPILL AL ONE -RAMP N 8 RSP A88A DATED MARCH 21, 2014 AND RSP A&BA DATED JULY 19, 2013 AND STANDARD PLAN A88A DATED MAY 20, 2011 - CORNEC RER R INSTALLA -RIETROF I T PAY LIMITS PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010. See Notes 1 and 3 Existing curb and sidewalk Fit -0 - V _1 § _E D STANDARD P : LAN :RSP A88A SCALE: 1 20' ..n. -C AlkAVENUE INDUSTRIAL COLLECTOR T14E OWE BRIM BETWEEN THE COUNTER SLOPES OF THE GUTTER AWVOR ROAD SURFACES WITHIN 24 INCHES OF THE ® RAMP AND THE RUNNING GRADE OF THE CURB RAMP SHALL NOT EXCEED THE AJLGEBRAJJIC DIFFERENCE OF 11%. IF TWO OR MORE PLANE CHANGES ARE PRESENT, THEY SHALL BE SEPARATED BY 24 INCHES 10,39: FS, 10,3830 Bill 1030.0 4 PIZ Cr 17 4 Null yv 1038A.8 1038. 1 1038.09 EP FS I/ FS Jr, 1038.31 EP R=1 4 Z=I co 06 117ez I J C) CD UTICA AVE M1111110 1111111 IN xw� X's f 14 F Jill Jill UnderilpIround torvi Alert ii,WA - I Call :1 VLL REE Ow 1 *300 422i'ko4l3�3 TWO WORKING DAYS BEFORE YOU DIG 0 20 40 80 120 mumm 1111111111011110 SCALE: 1 40' 7c 2-019 MIITF77a 5spar-T5;7 of Transportn7on Ail 1 J" 2hts,,, Reserved SIDEWA TaRETAINING CURB RETAINING CURB IF _IPO� Vt! LES ISHEETi TOTAL — --- -------------- PROJECT No. Sitil 6fl ��_ 011 Mz IF NECESSARY AT NECESSARY AT EDGE EDGE OF SIDCIL, EWALK OF SIDEWALK---..,, 0.45" Min AND 0.47" TOP 01a 0.9 Min ------- W, n DL AND �%L BASE Dia 0 July 15, 2016 L K SIDEWALK PLANS AP�-,ROVAI, DATE 7.5X 74 3 - Or eA,� Ll xrxscrvn -9ax Max 5A�6_lz MV A lo nags x as qaa M goo RAISED TRUNCATED QQME H TO ACCOMPANY PLANS DATED_ ET OF FRONT EDGE SEE NOTE 9 WALK OF SIDEWALK NOTES CASE Q 1 As site conditions dictate, Case A through Case G curb may be 9.0% Max ramll�"� , A and 9.07 Max-, \ used for Garner installations similar to those shown in Deto, SEE AT CURB AT CURB _�,b NOTE 9 Detzi I B. The case of curb ramps used €n Deta I [ A do not have to SIDEWALK be the same, Case A through. Cqse, G curb romps also may be used of SIDEWALA, mid blocK locations, as site conditions dictate. CASE 8 IN' 'x,,.l' ic FRONT EDGE to back of sidewal is too short to OF SIDEWALK 2. If distance from curl, 49.0% Max AT CURB accommodate ramp and 4'-2" platform ,landing) as shown in Case A, I F ?A EDGET ONOF may be dened athe sidewalk may s bein Ca69pseDressed longitudinally as in Case B, at- C or R wi. gal — T yP z Typ -4 SIDEWALK 3. When ramp is located in center of curb return, crosswal k =3-357 ...... 1-- La configuration MLISI- be Similar to that shown for Detail B, oo* ALK RETAINING z SIDEW 4, As site conditions dictate, the. retoinIng curb side and the flared 0 CURB (BOTH 12-1 0"12"!10 800 N11\ side of the Case G romp shall be constructed in reversed pas!ll 5�.;Sg� M 6666;. SIDES OF _M oi­G= RAMP mn 7 9.0% Max al�t 5. If located on a cu� the sides a' the ramp need not be parallel, AT CURB n 13.0% Max but the Minimum w of the romp sholl be 4'-2'% -2" Mb 4'- 2" Min SEE NOTE 9 4 - -SEE NOTE 9 RETAINING 6. Side slope of ramp flares vary uniformly -From a max1mum of 9,0% at AT CURB CURB 0 curb to cont -form, with longitudinal sidewalk slope adjacent to top of —_ JA the ramp, except in Case C and Case F. \'t ons f FRONT 308. EDGE OF CAH. G 7. The adjacent surfaces at transitions at cum ramps to walks, gutters, �NTING 118 8 lo, 8 4-H., SIDNALK and s+ree+s shaH be at the same level. -A See Note 4 R RETAINING CURB C 8. Counter siooes of -cidjoining gutters and road surfaces immediately 'SIDES OF RAMP) GUTTER 'and within 24 inches of the curb ramp shall not be (BOTH FLOWLINE TOP OF RAMP 4-2" Min odiacent to 4`Rai2" SEE NOTE 9 NEED steeper than 5;217 (5.0%). Gutter Pon slope shall not exceed 1" of SEE NOTE T', depth "or each V-0" of wid-l-h. 1.5% Max' 9� Curb romps shot I have a detectable warning surface that extends p "--.7.57 Max the full width and 3'-0" depth of the romp, A 4'-0" wide detectable warning surface may be used on a 4'-2'5 wide curb romp. Detectable CASE E 0 S E Q I I _0N A—A Warning Surfaces shall conform to the requirements in the 5tandard Specifications. r ,­GUTTE0 RETAINING CURB WHERE A FLARED SIDE OCCURS LO LiII IF NECESSARY 10a Sidewolik and romp thickness, "T", shi be 3V2" minimum. TOP OF RAMP,' 4'- 2" M i n 11. Utility pull boxes, manholes, vaults and oill other utility facIlities ROUNDED wiThin the boundariesb of the Curramp will be relocated or l r adjusted to grade by the owner prior to, or in conjunction with, curb romp construction. Max 1.5y Mox i,_i 12. Detectable worl surface may have to be cut to allow removal of SEE NOTE 8 utility covers wi mcintoining full detectobie warning width SECTION B-6 and depth. Depress entire sidewaik as required RETAINING CURB /To 00 00 + GUTTER IF NECESSARY__, 2.3" Ili AND 2.4" Max_Z-'too a a FLOWLINECENTER TO CENTER ¢SPACING goo T RAISED OTE 8 DETECT BLE_ WARNING 5USEACE SECTION C -C See Note 9 I MIT OF PAY STATE OF CALIFORNIA Min DEPARTMENT OF TRANSPORTATION ROUNDED CURB RAMP DETAILS NO SCALE SET&LL Q NOT RSP A86A DATED j:ULY 15, 2016 SUPERSEDES RSP A88A DATED JULY 3, 20115, TYPILL AL ONE -RAMP N 8 RSP A88A DATED MARCH 21, 2014 AND RSP A&BA DATED JULY 19, 2013 AND STANDARD PLAN A88A DATED MAY 20, 2011 - CORNEC RER R INSTALLA -RIETROF I T PAY LIMITS PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010. See Notes 1 and 3 Existing curb and sidewalk Fit -0 - V _1 § _E D STANDARD P : LAN :RSP A88A SCALE: 1 20' ..n. -C AlkAVENUE INDUSTRIAL COLLECTOR T14E OWE BRIM BETWEEN THE COUNTER SLOPES OF THE GUTTER AWVOR ROAD SURFACES WITHIN 24 INCHES OF THE ® RAMP AND THE RUNNING GRADE OF THE CURB RAMP SHALL NOT EXCEED THE AJLGEBRAJJIC DIFFERENCE OF 11%. IF TWO OR MORE PLANE CHANGES ARE PRESENT, THEY SHALL BE SEPARATED BY 24 INCHES 10,39: FS, 10,3830 Bill 1030.0 4 PIZ Cr 17 4 Null yv 1038A.8 1038. 1 1038.09 EP FS I/ FS Jr, 1038.31 EP R=1 4 Z=I co 06 117ez I J C) CD UTICA AVE M1111110 1111111 IN xw� X's f 14 F Jill Jill UnderilpIround torvi Alert ii,WA - I Call :1 VLL REE Ow 1 *300 422i'ko4l3�3 TWO WORKING DAYS BEFORE YOU DIG 0 20 40 80 120 mumm 1111111111011110 SCALE: 1 40' SIDEWA X X 6fl 7TOVt4��, To6d-tooi00-6 -,mg 1 snum­c Fs,, 109K XON., FRON EDGE SIDE 0.9 Min ------- W, n DL AND �%L BASE Dia 0 July 15, 2016 L K SIDEWALK PLANS AP�-,ROVAI, DATE 7.5X 74 3 - Or eA,� Ll xrxscrvn -9ax Max 5A�6_lz MV A lo nags x as qaa M goo RAISED TRUNCATED QQME H TO ACCOMPANY PLANS DATED_ ET OF FRONT EDGE SEE NOTE 9 WALK OF SIDEWALK NOTES CASE Q 1 As site conditions dictate, Case A through Case G curb may be 9.0% Max ramll�"� , A and 9.07 Max-, \ used for Garner installations similar to those shown in Deto, SEE AT CURB AT CURB _�,b NOTE 9 Detzi I B. The case of curb ramps used €n Deta I [ A do not have to SIDEWALK be the same, Case A through. Cqse, G curb romps also may be used of SIDEWALA, mid blocK locations, as site conditions dictate. CASE 8 IN' 'x,,.l' ic FRONT EDGE to back of sidewal is too short to OF SIDEWALK 2. If distance from curl, 49.0% Max AT CURB accommodate ramp and 4'-2" platform ,landing) as shown in Case A, I F ?A EDGET ONOF may be dened athe sidewalk may s bein Ca69pseDressed longitudinally as in Case B, at- C or R wi. gal — T yP z Typ -4 SIDEWALK 3. When ramp is located in center of curb return, crosswal k =3-357 ...... 1-- La configuration MLISI- be Similar to that shown for Detail B, oo* ALK RETAINING z SIDEW 4, As site conditions dictate, the. retoinIng curb side and the flared 0 CURB (BOTH 12-1 0"12"!10 800 N11\ side of the Case G romp shall be constructed in reversed pas!ll 5�.;Sg� M 6666;. SIDES OF _M oi­G= RAMP mn 7 9.0% Max al�t 5. If located on a cu� the sides a' the ramp need not be parallel, AT CURB n 13.0% Max but the Minimum w of the romp sholl be 4'-2'% -2" Mb 4'- 2" Min SEE NOTE 9 4 - -SEE NOTE 9 RETAINING 6. Side slope of ramp flares vary uniformly -From a max1mum of 9,0% at AT CURB CURB 0 curb to cont -form, with longitudinal sidewalk slope adjacent to top of —_ JA the ramp, except in Case C and Case F. \'t ons f FRONT 308. EDGE OF CAH. G 7. The adjacent surfaces at transitions at cum ramps to walks, gutters, �NTING 118 8 lo, 8 4-H., SIDNALK and s+ree+s shaH be at the same level. -A See Note 4 R RETAINING CURB C 8. Counter siooes of -cidjoining gutters and road surfaces immediately 'SIDES OF RAMP) GUTTER 'and within 24 inches of the curb ramp shall not be (BOTH FLOWLINE TOP OF RAMP 4-2" Min odiacent to 4`Rai2" SEE NOTE 9 NEED steeper than 5;217 (5.0%). Gutter Pon slope shall not exceed 1" of SEE NOTE T', depth "or each V-0" of wid-l-h. 1.5% Max' 9� Curb romps shot I have a detectable warning surface that extends p "--.7.57 Max the full width and 3'-0" depth of the romp, A 4'-0" wide detectable warning surface may be used on a 4'-2'5 wide curb romp. Detectable CASE E 0 S E Q I I _0N A—A Warning Surfaces shall conform to the requirements in the 5tandard Specifications. r ,­GUTTE0 RETAINING CURB WHERE A FLARED SIDE OCCURS LO LiII IF NECESSARY 10a Sidewolik and romp thickness, "T", shi be 3V2" minimum. TOP OF RAMP,' 4'- 2" M i n 11. Utility pull boxes, manholes, vaults and oill other utility facIlities ROUNDED wiThin the boundariesb of the Curramp will be relocated or l r adjusted to grade by the owner prior to, or in conjunction with, curb romp construction. Max 1.5y Mox i,_i 12. Detectable worl surface may have to be cut to allow removal of SEE NOTE 8 utility covers wi mcintoining full detectobie warning width SECTION B-6 and depth. Depress entire sidewaik as required RETAINING CURB /To 00 00 + GUTTER IF NECESSARY__, 2.3" Ili AND 2.4" Max_Z-'too a a FLOWLINECENTER TO CENTER ¢SPACING goo T RAISED OTE 8 DETECT BLE_ WARNING 5USEACE SECTION C -C See Note 9 I MIT OF PAY STATE OF CALIFORNIA Min DEPARTMENT OF TRANSPORTATION ROUNDED CURB RAMP DETAILS NO SCALE SET&LL Q NOT RSP A86A DATED j:ULY 15, 2016 SUPERSEDES RSP A88A DATED JULY 3, 20115, TYPILL AL ONE -RAMP N 8 RSP A88A DATED MARCH 21, 2014 AND RSP A&BA DATED JULY 19, 2013 AND STANDARD PLAN A88A DATED MAY 20, 2011 - CORNEC RER R INSTALLA -RIETROF I T PAY LIMITS PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010. See Notes 1 and 3 Existing curb and sidewalk Fit -0 - V _1 § _E D STANDARD P : LAN :RSP A88A SCALE: 1 20' ..n. -C AlkAVENUE INDUSTRIAL COLLECTOR T14E OWE BRIM BETWEEN THE COUNTER SLOPES OF THE GUTTER AWVOR ROAD SURFACES WITHIN 24 INCHES OF THE ® RAMP AND THE RUNNING GRADE OF THE CURB RAMP SHALL NOT EXCEED THE AJLGEBRAJJIC DIFFERENCE OF 11%. IF TWO OR MORE PLANE CHANGES ARE PRESENT, THEY SHALL BE SEPARATED BY 24 INCHES 10,39: FS, 10,3830 Bill 1030.0 4 PIZ Cr 17 4 Null yv 1038A.8 1038. 1 1038.09 EP FS I/ FS Jr, 1038.31 EP R=1 4 Z=I co 06 117ez I J C) CD UTICA AVE M1111110 1111111 IN xw� X's f 14 F Jill Jill UnderilpIround torvi Alert ii,WA - I Call :1 VLL REE Ow 1 *300 422i'ko4l3�3 TWO WORKING DAYS BEFORE YOU DIG 0 20 40 80 120 mumm 1111111111011110 SCALE: 1 40' LWtal 111z rd F11 Lost Update: 6/1/18 0:\34-00-34.q9\34-qlo-\STREET\,34-95--Sl---02 04.dwg 6fl 7TOVt4��, LWtal 111z rd F11 Lost Update: 6/1/18 0:\34-00-34.q9\34-qlo-\STREET\,34-95--Sl---02 04.dwg ZZ ' EXIST I DETAIL AT C SCALE: 1 " = 20' SCALE H-. 1 "� 40' V: 1 "� 4' 0 20 40 80 120 XAJQ SCALE: 1 40' 17" ............. @INSTALL LED LS -2 TYPE STREET LIGHT PER CITY SPECI"ONS AND STD. PLAN 410 SEE SHEETS 5 & 6 SiREET .0� am-WLEY `— Ql)INSTALIL REFLECTIVE HYDRANT MARKER PER CITY STD134 MODIFIED COLLECTOR @ ADJUST EXISTING WATER VALVE TO GRADE sEXISTING STREET LIGHT TO BE RELOCATED PER CITY SPECIFICATIONS AND SID, PLAN 410. COORDINATE CONDUIT RELOCATION WITH SCE. @ EXISTING AIR VACUUM RELEASE VALVE TO BE RELOCATED BY OTHERS. CONSTRUCT 4* AC OVER 5" AB TO MATCH EXISTING SECTION. U7 CONSTRUCT MODIFIED ACCESS RAMP PER CALTRANS STD A88A AND DETAIL SHEET 4 SA CUT EXISTING AC PAVEMENT, CURB & GUTTER AND CONSTRUCT COMMERCIAL DRIVE APPROACH & SIDEWALK PER CITY STD 101 TYPE C MODIFIED PER DETAIL HEREON (W & R PER PLAN) le -N Qg)PROTECT IN PLACE EXISTING CONCRETE BAND AND PAVER PROTECT IN PLACE EXISTING STREET LIGHT. 31 EXISTING PEDESTRIANS CROSSING BUTTON AND CONDUIT TO BE RELOCATED 3 SA CUT REMOVE EXISTING DAMAGE/BULKING ASPHALT PAVEMENT CONSTRUCT 4" AC OVER 4* AB TO MATCH EXISTING SECTION. (SCONSTRUCT 1-40 DARK FIBER CONDUIT WITH 3-1.25" O.D. INNER DUCTS PER CITY STD. 135 Q5J CON STRUCT END OF RUN MARKERS FOR FIBER CONDUIT PER CrTy SID. 136 (81 EXISTING TREE TO BE REMOVED i CURVE TABLE PAVEMEWLEGEND REMOVE EXISTING PAVEMEW CONSTRUCT NEW ASPHALT; PAVEME AS INDICATES IN SECTION CITY OF R-A-14CRO: CU"MIONGA, nv3U3"Al w PER Off grD. 09. No. 121:0 BENTLEY STRE I -T GRIND AND OVERLAY 7-1-t-r=�"�mg ift 7 -=.7 -Ar T* -W 4 4, 83 34.62' 14.00' 1 PAVEMEWLEGEND REMOVE EXISTING PAVEMEW CONSTRUCT NEW ASPHALT; PAVEME AS INDICATES IN SECTION CITY OF R-A-14CRO: CU"MIONGA, nv3U3"Al w PER Off grD. 09. No. 121:0 BENTLEY STRE I -T GRIND AND OVERLAY 7-1-t-r=�"�mg ift 7 -=.7 -Ar T* -W TED SAND 3" BELOW AND 12" ABOVE NO ROCKS LARGER THAN 12" DIAMETER ARE INSPECTION IS REQUIRED DURING THE CONSTRUCTION PERIOD. A 48–HOUR ADVANCE i) ALL BACKFII I SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR NOTICE OF INTENT TO START CONSTRUCTION, IS REQUIRED FROM, THE CONTRACTOR TO EXISTING STREET UGHT OTHER REQUIREMENTS. IT SHALL BE PLACED IN A MANNER THAT WILL NOT DAMAGE THE CITY OF RANCHO CUCAMONGA. PHONE 909-477-2740 X4036 EEI 3-1/2 PULL BOX THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH 16. AS– UILIS, Edill PEDESTAL SERVICE BOX OR STRUCTURES. CONTRACTOR RESPONSIBLE. TO .MAINTAIN AS–BUILT DRAWINGS WHICH ARE TO 'BE 4. BU NG: UPDATED NAIL. CONTRACTORS SHALL KEEP AND MAINTAIN TWO COPIES OF THE —SL— ELECTRICAL CONDUIT ?W RISE ARINfRUSH SHIMISr IXMC.A.T, 4&0NM LUMENS 6 AS–BUILTS. ONE SET 'IS" FOR THE �CONT RACTOR AND THE SECOND SET IS FOR THE CITY 23-3: REPAVING, WHERE REQUIRED, SHALL BE PLACED IN SUCH A MANNER THAT INSPECTOR, 1 INTERFERENCE WITH WFIC, INCLUDING PEDESTRIAN TRAFFIC, WILL BE KEPT TO A i. W-31 MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE TC CMDED Ml THE MUNICIPALITY, COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH IS ACCEPTABLE TO THE CITY. ;CITY OF RANCHO CUCAMONGA, CALIFORNIA 5. aTRUCTURES STREET LIGH, TS AND a)ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY slirfil- SPECIFICATIONS 410 ITS' EN W1, .c: I _E _ fi7514 b):INSTALL PROTECTION BARRIERS WHEN REQUIRED IN AREAS EXPOSED TO TRAFFIC USE Vl STANDARD SPECIFICATIONS: FOR PUBLIC WORKS CONSTRUGI SHEET I OF 2 PER CITY INSPECTOR T c)ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATER TIGHT d)ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR r ah 9.01Y M 11 1 f I � 11161 i Ir i6 y it 0" Ahh TED SAND 3" BELOW AND 12" ABOVE NO ROCKS LARGER THAN 12" DIAMETER ARE INSPECTION IS REQUIRED DURING THE CONSTRUCTION PERIOD. A 48–HOUR ADVANCE i) ALL BACKFII I SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR NOTICE OF INTENT TO START CONSTRUCTION, IS REQUIRED FROM, THE CONTRACTOR TO EXISTING STREET UGHT OTHER REQUIREMENTS. IT SHALL BE PLACED IN A MANNER THAT WILL NOT DAMAGE THE CITY OF RANCHO CUCAMONGA. PHONE 909-477-2740 X4036 EEI 3-1/2 PULL BOX THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH 16. AS– UILIS, Edill PEDESTAL SERVICE BOX OR STRUCTURES. CONTRACTOR RESPONSIBLE. TO .MAINTAIN AS–BUILT DRAWINGS WHICH ARE TO 'BE 4. BU NG: UPDATED NAIL. CONTRACTORS SHALL KEEP AND MAINTAIN TWO COPIES OF THE —SL— ELECTRICAL CONDUIT ?W RISE ARINfRUSH SHIMISr IXMC.A.T, 4&0NM LUMENS 6 AS–BUILTS. ONE SET 'IS" FOR THE �CONT RACTOR AND THE SECOND SET IS FOR THE CITY 23-3: REPAVING, WHERE REQUIRED, SHALL BE PLACED IN SUCH A MANNER THAT INSPECTOR, 1 INTERFERENCE WITH WFIC, INCLUDING PEDESTRIAN TRAFFIC, WILL BE KEPT TO A 5EC0NDAlRY/kWORJ W-31 MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE TC CMDED Ml THE MUNICIPALITY, COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH IS ACCEPTABLE TO THE CITY. ;CITY OF RANCHO CUCAMONGA, CALIFORNIA 5. aTRUCTURES STREET LIGH, TS AND a)ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY slirfil- SPECIFICATIONS 410 ITS' EN W1, .c: I _E _ fi7514 b):INSTALL PROTECTION BARRIERS WHEN REQUIRED IN AREAS EXPOSED TO TRAFFIC USE Vl STANDARD SPECIFICATIONS: FOR PUBLIC WORKS CONSTRUGI SHEET I OF 2 PER CITY INSPECTOR c)ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATER TIGHT d)ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR r 0 RE ALUMINUM CAI Q 4,'/61 ARM LENGTH (SEE TABLE) 7 PIN PHOTOCELL AMERON CONItMPORARY ARM (SEE TABLE) I ICI OCTAGONAL POLE k.SE PLATE MOUNTING MAX. 36"X3_61 IONAL BANNER 30"W X '80'H WITH RON BANNER SAVER BRACXET, kLOG NUMBER B-ASPL30PRD (TYR) TIED TO CME PER POLE AND ONLY 28' POLES ONLY TRAFFIC PER CITY STD, NAME STO, NOTE:: T. INSTALL RANCHO CUCAMONGA LOCATED MUNICIPAL UTILITY (RtMU) SIDE OF POLE NUMBER PLATE ON THE STREET SIDE OF POLE 6' ABOVE GRACE. FINISH COLOR 0 LT, GREEN 0 Will 0 DK, GREEN 100 THIER_ RAW ALLIMIWiM STATE INSPECTION REQUIRED-- 0 YES 0 NO U,L, LAREL 0 IN CUNTREIL F–I CABINET t BUXES NAMEPLATE'S 0 PPEAkER I.I. PHENOLIC WNTRACT NO. LOCATTEIN, — R-OWl P13LE Na — MYERS UNMET'E ED, UNDIELIRGIROUNT SERVI- CE PEDFSTAL. i 31 CIT NSTRLICTION-STAINLESS STEEL HARDWARE AQUMINUM 055W i -BN INTERIOR WILL. ACCEPT BRYANT GE GOULD MURRAY WEST OR Am SW Cll FACTORY TNG CODE GAUGE COPPER CONOLICTORS WITH 6000 INISULA TION 19 12-1/2' Bolt Circle Diameter 1`0 F1554 Grade, 36 anchor'Od" (Total 4) with Grade A hot—dip , 4563 hex n ts, with ASTM F4315 type I washers, 8 LINC threads 6" long both end, 12'02" A-STIA A-36 Base Plate Thickness= I" for 23' Pole Thirkness= 1-1/4" far 28' Pole 15" Cc rete Cup with cold joint perimeter Cf curb I" il bottom ©f n,ut to top of footino Depth of Footing See Table Below r- U ---zu `\ lir Pr Pote Sep Sheet I Type S Mortar AIL_� -T of 1, Pal Curb Flow Line 30" min� Below 48' 1 1 Flow Line (',,l 1-1/2" Conduit 61, F r 0 Spiral Reinforcerrlerf ie x.'Z, Piote WuSher (Typ) 3" Clear (T Fro r < Tuck Weld or Poery spiral reinforcement o the pile edge 6 –#6 Equally spaced Vertical Bars Clear =4 Z 241' Diameter 85 MPH WHO ZONE DEPl OF, FOOTING TABLE FOR CONSTRAtNED AND NON–CONSTR AINED SURFACE CONDITIONS Sag: Type per USC 2y Pole 28' Pole and Clootechil Report Sandy Grovef, Grovet L L4 t 7' Sand, Silty Sr Clayey Sond, IV sl Gmll Clayey Gravel Day, Sanldy Clay, Special Desigri DWl NOT Silty Clay, Clayey Sift per Geotethnicol TIL) SCALE CITY OF RANCHO CUCAMONGA,, CALIFORNIA APPROVED BY. STREET LIGHTS AND STl PLAN' FOUNDATION DETAILS 410 CM� EN G' "AT' USEWUH STANDARD SPEOTiCATiONS FOR PUBLIC 04ORKS CONSTRUCTION R F Vl 4L SHEET 2 OF 2 UNMIETERJED ELECTRICAL SE VICE :SEL E. STAL &2�, 120/24CYV, 10, 3W., 10OAT211P CIRCUIT 3REA FR. MAW 10,000 A1,dC SERIES 1 ATE 1�10 �M AX) M`Y5R_,5 MEU016A­3 _ M w/ PtiOTOXEL.L, cONTRACTOR, ANT) TEST SWITir–H, 16'W X 164"D X 31"H OR APPRUIVED EQ1JAL_ PROVIDE 3 X 3' X 6" CONCRETE FOrC)TIN G, INISTIALL MINIMUM OF 3' A8Ov,,E GRADE AND SLOPE TOP 2% FROM PEDEST IAL RUPFD TO CITE ST O. DETAIL 522 CKC) ff UTILfTY 3, 1C. — — ------ n TO STREET U)GHTING CC: 0. VTE:RIF a I'DOA– 2P FUSWIGS IERC �_ANDHNI� (2' 1 C,0 CONTACTOR & 17(MIK G GROUND CLAMP L11-STEC --w–k FOR THE PURPOSE '140 3-1/2 P01,13OX--- STAX'WESS STEELL AND COPPER DRWE N GROUND ROD j�518' DIA,, X 10FT (MI 1i INSTA,,LL PER bl 25153 OR OTHER APPROvED METHOD UNMETE RED ELECT193 CAL S-EIWCE PEDE': S_ TAL SINGLE LINE DIAGRAM SEE SHEET 2 FOR FOUNDATION DETAIL 5,1 [TING POLE ARM FIMIM ICATALOG POLE CATALOG� ARM WA-ITSL/ ?W RISE ARINfRUSH SHIMISr IXMC.A.T, 4&0NM LUMENS 6 ,LOCAL 23-3: jZ14i 40 14P4 lNUU5!RIAL/C0UECt0Ft/ AMERSHIELD NAW 5EC0NDAlRY/kWORJ W-31 ICI -28 (All GWF RAL M&SEAIER) 1AP6 V 32l' JNO MINH CONTACrENGINEMING CMDED Ml NATURALfXPOSE01- ;CITY OF RANCHO CUCAMONGA, CALIFORNIA STREET LIGH, TS AND STMWD FILM slirfil- FOUNDATION .-DETAILS 410 ITS' EN W1, .c: I _E _ fi7514 DATE USE Vl STANDARD SPECIFICATIONS: FOR PUBLIC WORKS CONSTRUGI SHEET I OF 2 FINISH COLOR 0 LT, GREEN 0 Will 0 DK, GREEN 100 THIER_ RAW ALLIMIWiM STATE INSPECTION REQUIRED-- 0 YES 0 NO U,L, LAREL 0 IN CUNTREIL F–I CABINET t BUXES NAMEPLATE'S 0 PPEAkER I.I. PHENOLIC WNTRACT NO. LOCATTEIN, — R-OWl P13LE Na — MYERS UNMET'E ED, UNDIELIRGIROUNT SERVI- CE PEDFSTAL. i 31 CIT NSTRLICTION-STAINLESS STEEL HARDWARE AQUMINUM 055W i -BN INTERIOR WILL. ACCEPT BRYANT GE GOULD MURRAY WEST OR Am SW Cll FACTORY TNG CODE GAUGE COPPER CONOLICTORS WITH 6000 INISULA TION 19 12-1/2' Bolt Circle Diameter 1`0 F1554 Grade, 36 anchor'Od" (Total 4) with Grade A hot—dip , 4563 hex n ts, with ASTM F4315 type I washers, 8 LINC threads 6" long both end, 12'02" A-STIA A-36 Base Plate Thickness= I" for 23' Pole Thirkness= 1-1/4" far 28' Pole 15" Cc rete Cup with cold joint perimeter Cf curb I" il bottom ©f n,ut to top of footino Depth of Footing See Table Below r- U ---zu `\ lir Pr Pote Sep Sheet I Type S Mortar AIL_� -T of 1, Pal Curb Flow Line 30" min� Below 48' 1 1 Flow Line (',,l 1-1/2" Conduit 61, F r 0 Spiral Reinforcerrlerf ie x.'Z, Piote WuSher (Typ) 3" Clear (T Fro r < Tuck Weld or Poery spiral reinforcement o the pile edge 6 –#6 Equally spaced Vertical Bars Clear =4 Z 241' Diameter 85 MPH WHO ZONE DEPl OF, FOOTING TABLE FOR CONSTRAtNED AND NON–CONSTR AINED SURFACE CONDITIONS Sag: Type per USC 2y Pole 28' Pole and Clootechil Report Sandy Grovef, Grovet L L4 t 7' Sand, Silty Sr Clayey Sond, IV sl Gmll Clayey Gravel Day, Sanldy Clay, Special Desigri DWl NOT Silty Clay, Clayey Sift per Geotethnicol TIL) SCALE CITY OF RANCHO CUCAMONGA,, CALIFORNIA APPROVED BY. STREET LIGHTS AND STl PLAN' FOUNDATION DETAILS 410 CM� EN G' "AT' USEWUH STANDARD SPEOTiCATiONS FOR PUBLIC 04ORKS CONSTRUCTION R F Vl 4L SHEET 2 OF 2 UNMIETERJED ELECTRICAL SE VICE :SEL E. STAL &2�, 120/24CYV, 10, 3W., 10OAT211P CIRCUIT 3REA FR. MAW 10,000 A1,dC SERIES 1 ATE 1�10 �M AX) M`Y5R_,5 MEU016A­3 _ M w/ PtiOTOXEL.L, cONTRACTOR, ANT) TEST SWITir–H, 16'W X 164"D X 31"H OR APPRUIVED EQ1JAL_ PROVIDE 3 X 3' X 6" CONCRETE FOrC)TIN G, INISTIALL MINIMUM OF 3' A8Ov,,E GRADE AND SLOPE TOP 2% FROM PEDEST IAL RUPFD TO CITE ST O. DETAIL 522 CKC) ff UTILfTY 3, 1C. — — ------ n TO STREET U)GHTING CC: 0. VTE:RIF a I'DOA– 2P FUSWIGS IERC �_ANDHNI� (2' 1 C,0 CONTACTOR & 17(MIK G GROUND CLAMP L11-STEC --w–k FOR THE PURPOSE '140 3-1/2 P01,13OX--- STAX'WESS STEELL AND COPPER DRWE N GROUND ROD j�518' DIA,, X 10FT (MI 1i INSTA,,LL PER bl 25153 OR OTHER APPROvED METHOD UNMETE RED ELECT193 CAL S-EIWCE PEDE': S_ TAL SINGLE LINE DIAGRAM tn N UTICA AYE. (SEE ABOVE RIGHT) Underground Sefv'ice Allert CHMAK Call: TOLL FREE- BENRBASIS OF BEARINGS: BRASS PLUG ON WESTERLY CURB RETURN AT THE NOIRTHWESTF THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CSLI : ORNIA STATE PLANE 1-800 CORNER OF STH STREET AND CLEVELAND STREET IN, RANCHO COORDJNATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 ONAD83) CUCAMONGA AS SHOWN ON CITY OF RANC140 CUCAMbNSTREET IMPROVEMENT PLANSDWG. NO. 1365 BASED LOCALLY ON CONINUUSLY OPERATING REFERENCE STTION'S (CRS) "EWPP" AND "LORS" AS SHOWN HEREON (BASIS OF BEARINGS, N 81'29'26" W). TWO WORKING DAYS BEFORE YOU DIG ELEV. = 1028.44 M.S.L. ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS. STRIPING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING 'SHALL BE [NSPECTED AN: ,D 4' MUSF ENCOMPASS ALL OF CURB RAMP ON EACH SIDE z '0 5' MAX 14 Cal U 9 I rim S ONIN AND STRIPIN CONSTRUCTION NOTES STRIP11i AND MARKINGS. EXISTING SIGNALIZED INTER'SECTION D- ALL CONTROL POINTS AND 'SPOTTING REMOVED DU-RINIG SANDBLASTING SHALL BE REPLACED P1RIOR TO INSTALLATION OF STRIPJi AND ARKINGS. �E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION O EENT F NEW OR REPLACI W NT STRIPING AND MARKINGS. F. ALL STRIPINiG' AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE APPROVED LOW VOC TYPE, 15 MIL THIIGK MU). I SHALL BE IN TWO: COATS WITH THE SECOND A MINIM: U,M OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. G G . ALL THERMOPLASTIC STRIPING AND PAVEMENT ,M IN S SHALL BE INSTALLED IN :ONE COAT AND BE 10 M11- THICK (DRY), UNLESS ;OTHERWISE NOTED. H,. UNDER NO, CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND M EMI ARKI-NGS TO, THE SATISFACTION OF THE CITY EN�GINEER. I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE EX. S,/W INSTALLED WITH ALL APPRiDPRIATE PERMITS AND TRAFFIC CONTROL EX. MEASURES, IN ACCORDANCE WITH THE CITY AND STATE STANDARDS. J. TEM ORARY OR C01 STRU CTION TRI 'II AND MARKINGS SHALL BE IN ACCORDANCE WITH THE CITY AND STATE STANDARD'S AND, AS, DIRECTED BY THE CITY ENGINEER. 3. STREET NAME SIGNS SHALL BE INSTALLED PER' CRY STANDARD � PLAN NO!. 4011-A. 4. TRAFFIC SIGNS SHALL BE 11INSTALLED PER C11Y STANDARD PLAN NO. 401-8. 'TM NOTE- LEGEND,® SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE STOP!" iN D E ------- THERMOPLASTIC. EXCEPT LEEN S I BIKLANES SHALL BE PAINT. -IS W3-1 xx A RP) R26 R1 -1F E A R3-7 TYPE IV(L)ATM "A TYPE ISI..TM is PROP S/! TS W ,PROP. TM STOP" 22 7 -0 "STOP TM N,4 VAN, im WP8 --------------------- --- --------- J 40 ml �` M R1 -1,R1 -3P OsTOR Mmr]Mm mum I N a b Em DATE: U1,16111b INCE: Lpn-5 I 4; ra C� PLAN PFOWRED TJ W ENGINEERING, INC. Traffic Engineering Consultants RECOMMENDED 6 -- v, ru SHEET OF 9 DI POI. 2482-5- T 1 1, 1 1 mi A I Ili III', M �0 0 M W.57-1 119 STRIP11i AND MARKINGS. EXISTING SIGNALIZED INTER'SECTION D- ALL CONTROL POINTS AND 'SPOTTING REMOVED DU-RINIG SANDBLASTING SHALL BE REPLACED P1RIOR TO INSTALLATION OF STRIPJi AND ARKINGS. �E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION O EENT F NEW OR REPLACI W NT STRIPING AND MARKINGS. F. ALL STRIPINiG' AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE APPROVED LOW VOC TYPE, 15 MIL THIIGK MU). I SHALL BE IN TWO: COATS WITH THE SECOND A MINIM: U,M OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. G G . ALL THERMOPLASTIC STRIPING AND PAVEMENT ,M IN S SHALL BE INSTALLED IN :ONE COAT AND BE 10 M11- THICK (DRY), UNLESS ;OTHERWISE NOTED. H,. UNDER NO, CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND M EMI ARKI-NGS TO, THE SATISFACTION OF THE CITY EN�GINEER. I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE EX. S,/W INSTALLED WITH ALL APPRiDPRIATE PERMITS AND TRAFFIC CONTROL EX. MEASURES, IN ACCORDANCE WITH THE CITY AND STATE STANDARDS. J. TEM ORARY OR C01 STRU CTION TRI 'II AND MARKINGS SHALL BE IN ACCORDANCE WITH THE CITY AND STATE STANDARD'S AND, AS, DIRECTED BY THE CITY ENGINEER. 3. STREET NAME SIGNS SHALL BE INSTALLED PER' CRY STANDARD � PLAN NO!. 4011-A. 4. TRAFFIC SIGNS SHALL BE 11INSTALLED PER C11Y STANDARD PLAN NO. 401-8. 'TM NOTE- LEGEND,® SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE STOP!" iN D E ------- THERMOPLASTIC. EXCEPT LEEN S I BIKLANES SHALL BE PAINT. -IS W3-1 xx A RP) R26 R1 -1F E A R3-7 TYPE IV(L)ATM "A TYPE ISI..TM is PROP S/! TS W ,PROP. TM STOP" 22 7 -0 "STOP TM N,4 VAN, im WP8 --------------------- --- --------- J 40 ml �` M R1 -1,R1 -3P OsTOR Mmr]Mm mum I N a b Em DATE: U1,16111b INCE: Lpn-5 I 4; ra C� PLAN PFOWRED TJ W ENGINEERING, INC. Traffic Engineering Consultants RECOMMENDED 6 -- 6 Venture, Suite 225 Irvine, CA 92618 t: (949) 878-3509 f (94,9) 878-3593 www.lwengineerbig.com 69467 SHEET OF 9 DI POI. 2482-5-