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HomeMy WebLinkAbout1735 do IIIIIIIIIIIINIIIIIIIIII10M NOW GENERAL NOTES Rte v15loN © ex •>iHIENIF5 PROTECT IN PLACE DISPOSITION NOTES aj RELOCATE BY OTHERS A�� :7���/Z Z a 12 CLEAR ALL EXISTING IMPROVEMENTS EXCEPT AS OTHERWISE NOTED 1. ALL WORK SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS AND THE STANDARD HP�DooK I A�HAI t2GE 0�32°l� _>? '--�%;. RM A S a REMOVE 13 REMOVE EXIST. CLF AND GATES AND INSTALL NEW CLF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (GREEN ` I' '�G ` �\ `"` '' - AT THE R/W LINE PER CITY STANDARD PLAN 607. M [) RAIN BOOK), 1994 EDITION AND INCLUDING THE 1995 SUPPLEMENT,) l ;`/ � ,y��4y\1 ADJUST MANHOLE TO GRADE 14 RELOCATE SiGN TO BEHIND CURB AND ALSO AS AMENDED IN THE SPECIAL PROVISIONS OF THE i1q: T r'' ADJUST WATER VALVE COVER TO GRADE PROJECT SPECIFICATIONS. Luj T No.043293 � � 15 RELOCATE WATER METER AND COVER BY OTHERS cc EXP­3��►�04 I © ADJUST COVER TO GRADE 2. THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON �t 16 LOWER CONDUIT TO 2' BELOW F.S. OF NEW STREET / �7 ADJUST TO GRADE BY OTHERS SHALL BE CONSIDERED A PART OF THE CONTRACT DRAWINGS AND �J'I . C1V1� N I- SHALL BE ON THE JOB SITE AT THE TIME OF CONSTRUCTION. �'' - T T 111 "` F - "` PHAS� ® REMOVE TREE AND ROOTS 1/ REMOVE EXIST. WOOD POLE BY OTHERS � OFGA��_ 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL ❑9 REMOVE AND SALVAGE 18 REMOVE EXIST. METAL SWINGING GATE W=20' AND CONSTRUCT FAMILIARIZE HIMSELF WiTH THE SITE AND SHALL BE SOLELY WORK SCHEDULEf0 REMOVE TREES AND ROCKS AS DOUBLE DRIVE CHAIN LINK GATE PER SBCFCD SPEC. DWG. I RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES FOURTH STREET TO 350' Si0 EIGHTH STREET NECESSARY TO COMPLETE CONSTRUCTION 35' BEHIND THE NEW CURB RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, 19 RESET EXIST. GATE POSTS AT R/W IN 18"0 CONCRETE WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL SCHEDULE 11 REDIRECT EXIST. DRAIN PIPE PER STORM FOOTINGS TO ALLOW FOR NEW D/W HIS WORK IN SUCH A MANNER THAT DRAIN PLANS 2® REMOVE EXIST. SHRUBS AND PLANT 5 GAL. SIZE CEANOTHUS 4. A PERMIT SHALL BE OBTAINED FROM THE CiTY OF RANCHO INSTALLATION OF CONDUIT FOR STREET IN THE �� CON?f• ��L K CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY LIGHTING AND U/G UTILITIES SHALL BE G P1'N PIG PVNr (CONCHA) O 5 O.C. ON PRIVATE PROPERTY. ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO THE FIRST ITEM OF WORK COMPLETED SAv40XjWZivµfNF_ &CoNSr. Tft%0'1)RW pPPIZbAGH (5jW-i ) SAwuxr!Rf-mxr-x Conor cuR06Ivm Dgmu vunor m F- CUCAMONGA RIGHT-OF-WAY. AS PART OF THIS CONTRACT i'F=R C,IT'( STO• DW6. 101 , W A R ptiz PLANN. GIT ( 5TD• DWG• 107-0 5. THE CONTRACTOR SHALL NOTIFY THE CiTY ENGINEER'S OFFICE AT CONSTRUCTION NOTES 2Nt 5T1z>✓Pr T' (?_-V fox) PSR- l>;GeNQ fqclrr✓s LEAST 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION FOR ON *HT 1 SCHEDULING CONSTRUCTION STAKING. C*, ITY 0, F RAN-, Cr_ O� C_ CAMON ` ` O SAWCUT AND JOIN &2D REMOVE EX15TilJG CQTGH BASIN 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE 0 2 PULVERIZE EXIST. A.C. PAVEMENT AND USE FOR A.B. IN NEW STRUCTURAL SECTION. CONTRACTOR IN ACCORDANCE WITH THE STANDARDS OF THE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR O CONSTRUCT 5" AC ON 6" BASE MATERIAL CONSISTING OF PULVERIZED A.C. PAVEMENT AND/OR CAB. STATE OF CALIFORNIA BUSINESS TRANSPORTATION AND HOUSING DEPARTMENT (S.A.F.E.) "MANUAL OF TRAFFIC CONTROL FOR GENERAL NOTES (CONT'D) Q Q Q 1. UNDERGROUND UTILITIES AND STRUCTURE ARE SHOWN AS O4 CONSTRUCT A2-8 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104" CONSTRUCTION AND MAINTENANCE WORK," LATEST EDITION, AND 19. REFERENCE IS HEREBY MADE TO A GEOTECHNICAL INVESTIGATION FOOTHILL BLVD. REPORTED BY OWNER OR OTHERS. THEY ARE APPROXIMATE IN Q CONSTRUCT TYPE C DRiVE APPROACH (R-8', S/W -4) PER CITY STANDARD PLAN 101 (SEE THE SPECIAL PROVISIONS. NO SUCH DEVICES SHALL BE REMOVED REPORT PREPARED BY NMG GEOTECHNICAL, INC. (949)442-2442, 0 o SIZE, LOCATION AND EXTENT. PLAN FOR "W) AND RECONSTRUCT EXIST. ONSITE D/W AT MAX. 8% SLOPE TO JOIN NEW DRIVE OR RELOCATED WITHOUT APPROVAL OF THE ENGINEER. T Z APPROACH. ATE MARCH 6,2000, ON FILE IN THE OFFICE OF THE CITY ENGINEER. PROJECT I 2. THE CONTRACTOR SHALL PRIOR TO STARTING CONSTRUCTION O6 NIC - DRIVEWAY TO BE CONSTRUCTED WITH DR 99-n SEE GENERAL NOTE N0.8) i i ARROW ROUTE UNCOVER ALL UTILITIES THAT HE MAY BE CROSSING OR 7. PRIOR TO PERFORMING ANY EXCAVATION ON THIS PROJECT, THE 20. THE CONTRACTOR SHALL REMOVE ALL WATER MAIN P.C.C. THRUST LOCATION a PARALLELING TO VERIFY BOTH HORIZONTAL AND VERTICAL Q CONSTRUCT ACCESS RAMP AND CURB RETURN PER CITY STANDARD PLANS 102 AND 103. CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY BLOCKS THAT INTERFERE WITH CONSTRUCTION AND REPLACE W ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM SAME PER CUCAMONGA COUNTY WATER DISTRICT STANDARDS. LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT O8 CONSTRUCT METAL W-BEAM BARRICADE PER CITY STANDARD PLAN 131-B. (W=12.5') TO THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS 8TH STREET TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. g G g 9 CONSTRUCT 4" THICK SIDEWALK PER CITY STANDARD PLAN 103, i01 & DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE 8 5TH ST. OTHERWISE THE CONTRACTOR ASSUMES SOLE AND COMPLETE " " 21. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR w RESPONSIBILITY FOR ANY COST OF REPLACEMENT RELOCATION to REMOVE EXISTING PAVAMENT AND BASE AS NECESSARY TO CONSTRUCT 5 AC ON 6 CAB. DIVISION OF INDUSTRIAL SAFETY, THEN SHORING CALCULATIONS THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR 0 6TH STREET AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA REGISTERED SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION ADDITIONAL COST OF CONSTRUCTION RELATED TO UTILITY GRADE AT 2 % FROM CURB TO 5' BEHIND CURB THEN GRADE AT 2:1 SLOPE TO DAYLIGHT. CIVIL ENGINEER. QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OR WORK 15 CONFLICTS11 TO DAYLIGHT AT EXiST. GRADE PER TYPICAL SECTIONS, SHT. 2 8. SOIL BORING LOGS IN THE GEOTECHNICAL INVESTIGATION REPORT REQUIRED BY THESE PLANS WHiCH IS NOT SPECIFICALLY LISTED IN 4TH STREET 3. THE CONTRACTOR AGREES THAT, IN ACCORDANCE t2 FURNISH AND INSTALL FlBER OPTICS (FO) CONDUIT WITH PULL ROPES PER DETAIL 1, SHT. 2. THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED BY NMG DATED 3-6-00 ARE MADE AVAILABLE FOR THE CONTRACTOR IN THE OTHER ITEMS OF WORKWITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, i3 FURNISH AND INSTALL 3'X5' PULL BOX BEHIND CURB AT 1,000' MAX INTERVALS ALONG THE F.O. . FOR SUCH USE AS HE MAY CHOOSE TO MAKE OF THEM IN THE THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE CONDUIT AND AT ALL TERMINUS POINTS OF THE F.O. CONDUIT. THREE (3) RADIUS CONDUIT PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES 22. CITY APPROVAL OF PLANS DOES NOT REEVE THE CONTRACTOR AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING SWEEPS INCL DING PULL ROPES INTO EACH PULLBOX SHALL BE CONSTRUCTED PER DIRECTION OF LI NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORINGS FROM RESPONSIBILITY FOR THE CORRECTION LI ERROR AND 10 THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING REPRESENT A TRUE AND COMPLETE CROSS SECTION OF ALL THE SAFETY OF ALL PERSONS AND PROPERTY. THIS t4 REMOVE EXIST. D/W AND CONSTRUCT 4" AC ON NATIVE. MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT 15 INSTALL 2x6 REDWOOD HEADER AND EARTHWORK ON THIS PROJECT. (SEE GENERAL NOTE N0.19) THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED BE LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION TO THE CITY ENGINEER FOR APPROVAL. " 16 COLD MILL EXIST. AC PAVEMENT VAR. DEPTH 0 TO 1. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD ( 5'� LOCATION MAP O 9. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE 23. WORK SITE INCLUDING THE STREET SHALL BE MAINTAINED IN NTS DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY 17 CONSTRUCT VARIABLE THICKNESS AC OVERLAY. CONTRACTOR UNLESS OTHERWISE NOTED. ALL PIPELINES OR REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 40 REMOVE CONFLICTING STORM DRAIN SECTION. WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. INSPECTOR. 4t CONSTRUCT BRICK AND MORTAR PLUG. SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN LEGEND OF ABBREVIATIONS AND SYMBOLS» 42 CONSTRUCT CURB OPENING CATCH BASiN, W-7', PER CITY OF RANCHO CUCAMONGA STD. 300. ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE 24. CONTRACTOR SHALL POSSESS A CLASS A LICENSE (GENERAL ©CONSTRUCT/O/V NOTES FOR STREET TREES 43 TO B AB AGGREGATE BASE NIC DW TO BE CONSTRUCTED ALL TREES ARE" O CONSTRUCT CURB OPENING CATCH BASIN, YY-10', PER CITY OF RANCHO CUCAMONGA STD. 300. _ SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS ENGINEERING CONTRACTOR), OR A COMBINATION OF SPECIALTY /. EPLA/VTED /N ACCORDANCE REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. CLASS "C" LICENSES SUFFICIENT TO COVER ALL THE WORK TO BE . / O CONSTRUCT CURB OPENING CATCH BASIN, W=14', PER CITY OF RANCHO CUCAMONGA STD. 300. PERFORMED BY THE PRIME CONTRACTOR IN ACCORDANCE WITH THE AC ASPHALTIC CONCRETE UNDER DR 99-77 WITH C/TY STANDARD PZAA45. 45 T CONSTRU IN AT ' 10. PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW2. RR/OR TO THE COiYli1�1ENCE/17FiVT OF,4/VY O C CURB OPENING CATCH BASIN, W-21 , PER CITY OF RANCHO CUCAMONGA STD. 300. (CALIFORNIA( BEG BEGIN PLANT//1/G AN AGl�NO/1//CS SO/LS REF�RT 46 CONSTRUCT LOCAL DEPRESSION, H=4", K=5', PER CITY OF RANCHO CUCAMONGA STD. 307, CASE A. RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BUSINESS AND PROFESSIONS CODE, SECTION 7000, ET SEQ) AND PULVERIZE EXIST. AC AND USE FOR SI-1,41-1- B� FU/�/V/.Sf/EO TO THE C/TY DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING BASE IN NEW STRUCTURAL SECTION O LOCATING ALL LINES AFFECTING THE PROJECT WORK AND FOR ANY RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE BRVC BEG. REVERSE VERT. CURVE ® /NSRECTOR. ANY &WZ1SL/AL TOX/C/77ES OR 47 INSTALL 18" REINFORCED CONCRETE PIPE, 2000-D, PER CITY OF RANCHO CUCAMONGA STD. 341. CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL TiME THIS CONTRACT IS AWARDED. BVC BEGIN VERTICAL CURVE /UUTR/E/VTD/F/C/ENC/ES IW4Y REQU/RE O INSTALL 36" REINFORCED CONCRETE PIPE, 1250-D, PER CITY OF RANCHO CUCAMONGA STD. 341. UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK. 25. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE BACKF/LL SO/L A 77-IO/1'/ENTS, AS CAB CRUSHED AGGREGATE BASE " " DETEf'M/WED BY 7�E C/TY INSPECTOR. 49 INSTALL 42" REINFORCED CONCRETE PIPE, ttoo-D, PER CITY OF RANCHO CUCAMONGA STD. 341. SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH CONSTRUCT 5 AC ON 6 CAB 11. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING L.A.C.F.C.D. STD. NO. 2-D 173.1, 2, 3, UNLESS OTHERWISE INDICATED. CB CATCH BASIN 3. ALL STREET 7�IVD ARE Sl/,E{/ECT TO O PROVIDE SUPPORT FOR UTILITY SHOWN PER CITY OF RANCHO CUCAMONGA STD. 339. //US, 11VE 75 rV .4N1� ACCEPTANCE BY Tf./E 51 INSTALL 51" REINFORCED CONCRETE PIPE, 1000-D, PER CITY OF RANCHO CUCAMONGA STD. 341. SANITARY SEWER HOUSE CONNECTIONS ARE APPROXIMATE ONLY. 26. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER CIP CAST IRON PIPE ENG/NEER//VG O/1//S/O/V. 0 THE CONTRACTOR SHALL FIELD LOCATE LATERALS. THE STORM DRAIN TRENCH SHALL BE SUPPORTED IN ACCORDANCE • :. CONSTRUCT CONCRETE IMPROVEMENTS 4 ST/�EET TREES ARE 7b BE 411-AA17ED 52 INSTALL 54" REINFORCED CONCRETE PIPE, 1000-D, PER CITY OF RANCHO CUCAMONGA STD. 341. 12. PRIOR TO DELIVERY OF REINFORCED CONCRETE PIPE TO THE WITH L.A.C.F.C.D. STD. NO. 2-D 173.1 TO 3. AND ENCASED PER C dt 8 CURB AND GUTTER PER FFi✓/BG/C /M,�i40VEMENT10"" S O/VZ�' 53 INSTALL 60" REINFORCED CONCRETE PIPE. 1000-D, PER CITY OF RANCHO CUCAMONGA STD. 341. PROJECT SITE, THE CONTRACTOR SHALL ARRANGE FOR A GENERAL NOTE 1 ON L.A.C.F.C.D. STD. NO. 2-D 173.1. CONC. CONCRETE `- 100 EXIST. CONTOUR ©4 INSTALL 69" REINFORCED CONCRETE PIPE, 900-D, PER CITY OF RANCHO CUCAMONGA STD. 341. CERTIFICATE OF COMPLIANCE FROM THE MANUFACTURER THAT THE 27• WHEN INDICATED ON THE DRAWINGS, SANITARY SEWERS AND CLF CHAIN LINK FENCE ------- PROPERTY LINE OR RIGHT-OF-WAY LINE (R/WI) 55 PIPE MEETS THE TESTING REQUIREMENTS OF THE STANDARD HOUSE CONNECTIONS SHALL BE ENCASED OR BLANKETED IN CONSTRUCT STORM DRAIN MANHOLE N0. 2, PER CITY OF RANCHO CUCAMONGA STD. 319. SPECIFICATIONS. ACCORDANCE WiTH L.A.C.F.C.D. STD. N0. 2-D 251. CY CUBIC YARDS -v-v DAYLIGHT LINE - O CONSTRUCT STORM DRAIN MANHOLE N0. 4 PER CITY OF RANCHO CUCAMONGA STD. 321. c, . 13. THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE 28. WHERE CONNECTION PIPE HAS A GRADE CHANGE EXCEEDING 5.45' D/W DRIVEWAY R=29 Flow RATE ,�:f ,r I. s7 CONSTRUCT CONCRETE TRANSITION STRUCTURE NO. t, PER CITY OF RANCHO CUCAMONGA STD. 330 ELEVATIONS PRIOR TO STORM DRAIN CONSTRUCTION. AFTER OR DIFFERS IN DIAMETER FROM THAT OF EXISTING PIPE, THE USE ERVC END OF REVERSE VERT. CURVE TOP OF SLOPE AND PER DETAIL ON SHEET 17. VERIFICATION, ALL CONSTRUCTION MUST PROCEED FROM OF A CONCRETE COLLAR AS PER L.A.C.F.C.D. STD. NO. 2-D393 SHALL ELEV. ELEVATION TOE OF SLOPE REV 3Q E& I; r,� ,z ® CONSTRUCT CONCRETE JUNCTION STRUCTURE NO. 2. PER CiTY OF RANCHO CUCAMONGA STD. 331. DOWNSTREAM TO UPSTREAM TERMINUS. ANY CHANGE IN GRADE BE INCORPORATED. � t, ;., CONSTRUCT CONCRETE JUNCTION STRUCTURE N0. 4. PER CITY OF RANCHO CUCAMONGA STD. 333. MUST BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE 2g. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 1- EP EDGE OF PAVEMENT FIRE HYDRANT ENGINEER PRIOR TO CONSTRUCTION. Q o,3v�i 1`: ''► it / �� so BLANK. 800-227-2600 AND THE FOLLOWING UTILITIES TWO (2) WORKING DAYS EVC END VERTICAL CURVE �--0 STREET LIGHT 101mcr R 37888 oArC , �14. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE PRIOR TO CONSTRUCTION OR AT ANY TiME REGARDING ANY PROBLEMS: FL FLOW LINE ELEV. ❑ WATER METER . 61 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. 329. CENTERLINE OF THE CONDUIT, OR ON A LINE NORMAL TO THE SOUTHERN CALIFORNIA EDISON (909)357-6585 CONSTRUCT MODIFIED CONCRETE HEADWALL PER DETAIL CNV SHEET 17. FS FINISH SURFACE n� CATCH BASIN & LOCAL DEPRESSION 7 ✓ ELL RCE 37888 DArE CENTERLINE OF THE CONDUIT, EXCEPT WHERE NOTED OTHERWISE. SOUTHERN CALIFORNIA GAS CO. (909)845-0709 �• s3 CONSTRUCT CONCRETE BLANKET PER CITY OF RANCHO CUCAMONGA STD. 340. 15. ALL P.C.C. REMOVALS SHALL BE SAWCUT. GENERAL TELEPHONE (800)227-2600 (909)469-6347 GB GRADE BREAK POWER POLE (PP) SHEET INDEX 4 INSTALL CHILD PROTECTIVE BARRIER PER SAN BERNARDINO COUNTY FLOOD CONTROL DiSTRiCT CUCAMONGA COUNTY WATER DIST. (909)483-7440 INV. INVERT OF PIPE MANHOLE STD. DWGS. S.P. 101-i, 101-2, 101-3. FIELD MEASURE AND SHOP DRAWINGS REQUIRED 16. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS MWD (909)392-5095 L LENGTH ® WATER VALVE SHEET DESCRIPTION BEFORE FABRICATION. BASED ON THE ASSUMPTION THAT THE PIPE WILL BE INSTALLED IN GST TELECOM (909)419-8815 MAX. MAXIMUM 1 TITLE 65 CUT EXISTING PVC PIPE AT RIgiT-OF-WAY AND BAND TO NEW 8 SCHEDULE 80 PVC AND c� ACCORDANCE WiTH THE CITY OF RANCHO CUCAMONGA GTE NETWORK (909)4fi9-6327 p PULL BOX 2 DETAILS & TYPICAL SECTIONS 8 11E INTO NEW STORM DRAIN. ir Ln ry SC 3 MIN. MINIMUM o STANDARDS. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE THE GAS COMPANY (909)335-7715 -S - EXIST. UTILITY LINE • 3-7 STREET IMPROVEMENT PLANS 5 3 /8 INSTALL 'ssAt-STREET TREES PER NOTES £ LEGENO o�vsa,Ir. /. �nlfrA«� dY carr U) DIAMETER F THE CONDUIT - NIC NOT IN CONTRACT D ETE 0 ECO DU PLUS 24 INCHES, THE BEDDING SHALL CHARTER COMMUNICATIONS 909 688 9012 ( ) Fo FIBER OPTIC (FO) CONDUIT 5 R a►�40 aw, o BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE MCI WORLDCOM (972)656-5474 NTS NOT TO SCALE QP�F= ,o qt 8- 10 STRIPING & SIGNING PLANS CONST. MOD/F/ED P.C.C. L�4/l/EfN4YAPPR0.4CNPERSTO. ZIW,- */O/, ?-20'W=AS NOTED ��•r-oi � PROVIDED. CITY OF ONTARIO DPW 909 391-2507 �o s�� F- s 3 ( ) p Q �� 1 1 - 15 8 � STORM DRAIN PLANS E MEAS(/RED AS INLAND EMPIRE UTILITY AGENCY (909)357-0241 PCC PORTLAND CEMENT CONCRETE SU Y C OL POINT (CP) �, �, ADDED SDWK,, DR/1/EWAYSSTREET CP y 6- 17 8 7 STORM DRAIN DETAILS INDICATED ONTO//S Q TREES tTf/sNf 17. WITHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED, ALL USA DIG 7-21-03 o no.41S2s YP/eAL 3 MANHOLES, JUNCTION CHAMBER AND VALVE BOX FRAMES AND (800)422-4133 PI POINT OF INTERSECTION E mN 69W)C5 �£ 4>819 oA� ,.,, 8 T. S. MODIFICATION ® 4TH STREET PL4N T > RB. ENG/NEER/NG Gi4 99-77 ll•/•p/ (/ SAN BERNARDINO COUNTY FLOOD CONTROL 909 307-2893 R ✓ls/orl B Exp. 3 3 0 ( ) C Y COVERS SHALL BE ADJUSTED Y THE T FINI H A P I 3 STED B E 0 S GR DE. RC REINFORCED CONC. PIPE � 9 STREET LIGHTING PLANS N0. DESCRIPTION OF REVISION DATE Ap d THIS IS TO BE DONE PRIOR TO PLACING SEAL COAT. AFTER SAID 30. FOR INSPECTION AND SURVEY WORK FOR THIS PROJECT THE pRVC POINT OF REVERSE VERT. CURVE 2�/t�OZ s�''�, /� 1� 20-22 LANDSCAPE IRRIGATION DETAILS '�'=� PROVED TiME, THE CITY WILL ADJUST THE ABOVE ITEM AT THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT io AT 5 DUN BROOKS RCE �//8Z9 D E - DETAILS �Ev/s�w� 23 33 BRIDGE WIDENING PLANS & CONTRACTORS EXPENSE. 909 477-2740 EXT. 4010 TWO WORKING DAYS PRIOR TO THE TC TOP OF CURB / CITY OF RANCHO A . c o cuc MONGA START OF ANY WORK. TYP. TYPICAL 0 CO�yMON STREET STREET TREE GROW `$/ZE sPAc/NG QTY CONSTRUCTION PHASING & TRAFFIC _ 18. MANHOLE COVERS SHALL BE LEFT AT LEAST 6 INCHES BELOW •3 /NAME NAME MarAN/CAL N,4ME} SPACE I " ,• -� o SUBGRADE AND BROUGHT TO FINAL GRADE UPON COMPLETION OF 31. THE CONTRACTOR WILL NOTIFY THE SAN BERNARDINO VAC VACUUM CRAPE MYRr- I_1ERMCLSA CONTROL PLANS 11 ' r AVE ZAGERSTROEM/A /A/D/G'.4 3' i5 GA4 20 oc. 93' 4r E�� 3� � x T I T L E SHEET a STREET PAVING. FINAL FRAME SEATING SHALL BE 1/8 INCH BELOW SHERIFF'S DEPARTMENT, THE FOOTHILL FIRE DISTRICT AND ANY VAR VARIABLE & d / ATAWBA CA TAWBA 3� Z4"ON( 2cioG 17' ASPHALT SURFACE. AFFECTED SCHOOL DISTRICT, POST OFFICE, TRASH OR DISPOSAL CRAPE MYRTLE MER/r10S.4 LAG, R5TROEM/A /ND/CA 3' /S GAL- 20'OC' 23 5 22 C0/V5TRi1C'T CLIRB5/DE ORAIAI PER 5TD. Dk/h l �IV►l ��` FORCES, 72 HOURS PRIOR TO CONSTRUCTION TO INDICATE ANY x123.5 EXISTING SPOT ELEVATION& /CA7AWBL1 AVE CATAWBA O /07-C. "Of CA1WE� LOWER H E R M 0 SA STORM DRAIN AND M DETOURS AND/OR ROAD CLOSURES. VC VERTICAL CURVE a S CRAPE MYRTLE NE RM05A LAGER5TR0E11/A /n/DICA 3' 20'0C. �24A 25 12l INSTALL STREET NAME S/GN SET PER owz! *40/-4- STREET WIDENING PHASE I o CA7AWBA AVE. ATAWBA 8 2/"Box co 8 4TH STREET TO o BENCHMARK. 350� SOUTH OF 8TH �.T2EET Underground Service Alert BASIS OF BEARINGS. UNAUTHORIZED CHANGES SURVEY MONUMENTS FIBER OPTICS NOTE: APPROVED BY: , DATE : THE BASIS OF BEARINGS ELEVATIONS SHOWN HEREON ARE BASED CAUTION: THE ENGINEER PREPARING THESE PLANS ALL SURVEY MONUMENTS SHALL BE LOCATED THE CONTRACTOR SHALL PROVIDE ADEQUATE POTHOLING CITY ENGINEER ✓ ✓+�I �C�lil_ f�t� R.C. E .` NO.'24953 o AND/OR COORDINATES SHOWN HEREON IS THE ON NGVD-29/1987 ADJUSTMENT, USING CITY OF WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR PRIOR TO CONSTRUCTION do REESTABLISHED TO VERIFY THE PRESENCE OF UTILITIES IN ORDER TO Call: TOLL FREE ( ), #I UNAUTHORIZED CHANGES TO THESE PLANS . BY A LICENSED LAND SURVEYOR AS INDICATED o CALIFORNIA COORDINATE SYSTEM CCS83 ZONE 5 RANCHO CUCAMONGA BENCHMARKS 10004 AND CONSTRUCT F.O. CONDUIT WITH 30" MIN. COVER. DESIGN RECOWENDEE1 10009 HAVING PUBLISHED ELEVATION OF 1035.917 NORRIS-REPKE, INc. �� \ 1983 NAD (1984 EPOCH), AS DETERMINED LOCALLY ALL CHANGES TO THESE PLANS MUST BE APPROVED IN PROJECT SPECIFICATIONS STK CONSULTING CIVIL ENGINEERS 0) BY NATIONAL GEODETIC SURVEY (NGS) REFERENCE FT. AND 1019.686 FT. RESPECTIVELY. BY THE PREPARER OF THIS PLANS, AND THE CITY 0 1-/�/�/� " " _ AND LAND SUR VEVDR6 }V�/Vr1/� f0�K TUSTIN AVENUE A/I1E 2�J0 POINTS EV3791 DESIGNATED ONTARIO AND EV3773 ENGINEER ADDED 5/DEWALH OR/VE APPRDACH, S STREET TREE5 DRAWN �� CA 927M,� SHEET " " AMF-D D9w.9, PPRr-WAY VVP IN► , m+IM-neo 422-4133 DESIGNATED VINE AZ MKw. DISTANCES ARE GRID - STREET S/GWS PER 5e�o, /Nc. PSR D/PC D/-D✓1f7 i•y� I E �xm+Isr� 3 _ 1 z 3 Avv�O ORS✓F AA°Roa�s/6s s/c�wa�K rrREFr ,/ N SIPEh1A(.K , 5T• TREl;S, R�1.OGi'TII: 5T i ' Qs-BU/LT LABRAL P S,UTS 141IT Q� ADDED SDWK OR/VEINAYS f STREET TREES ff""" 00"` OF DIVIDE BY 0.999938214 TO ACHIEVE GROUND ,-�£ss Aw?A6AA1PoJ 4A7F9AL s PFS v 1.16 r 61G1J i2 15 STRiP►1 6 SA.LA ._ 8 t i '� N C76 �V � � T pp�� 4 � •l•OZ' U� - ),. CHECKED DRAWING N� _ ii R NG/ E R C5 J s>g B E / D 3 Y t N R G B Y N Z >< m�.o Y SB o O t ORG2a�2 � 6 RoW2oo 3 dS 5 OB ;� a�9 g I r / - tr.c. . No � �P/ TH EKES EIJG� NG DRG 2 •Otb -. L�� '"� E 3 DISTANCES. _ TWO WORKING DAYS BEFORE YOU DIG OA-r6 q ,.Ep NO. pf"/pr/oV �F QEV/5/O/1 /�� ,r •orEo N0. pv"IPTi ON 4� Ri✓VI'610 �P p NO. DESCR/PT/ON OF REI//S/ON PRO(iE c7_7y NWT DATE 9-12-00 FILE No 1735 _ - - DATE A p d O O i W'LY HERMOSA E'LY HERMOSA E'LY j R/W AVE. R/W AVE. R/W W'LY HERMOSA E'LY R/W A R/W 44' 39' OR 44' 44' 44' 44' aw 12' 32' 32' 7' oR 12' IIIIIw SEE PLANS 12' 32' 32' 12' 32' 12' , EXIST. FOR DAYLIGHT , I SURFACE 17.5 8.5 5 5, 13 LINE — 15 t 11 13 27 5 2 3" to 4" SEE PLANS 5 3" to 4" EXIST. SURFACE 5� FSURFACE 1FINIS ED 3 ( 2 � EXIST. AC ---- ----� LINE FOR DAYLIGHT I EXIST. AC I 21't 2% 2: 1 = — 3 1 3' Ii F I is 3 ' 1 I 3' 2 3 3 4 I - - (f EXIST. o ? RED SLURRY EXIST. C&G (EXECPT AS NOTED)** I I 2 CB & GTR .:~ - BACKFILL *PER SOIL INVESTIGATION REPORT DATED 03/06/00 4"0 2 12 2EA02"0 I 2 EA ® 2"0 coREMOVE EXIST. STORM DRAIN * PER SOILS INVESTIGATION TYPICAL SECTION ( V—CONC. CHANNEL SEE STORM DRAIN PLANS REPORT OF 03/06/00 I t--] STORM DRAIN BEG. 4 AT 35+04.33 10+85 TO 38+80 +NTS TYPICAL SECTION DETAIL 1 38+80 TO 43+83.70 N.Z.S. RCP STORM DRAIN PER STORM DRAIN PLANS NTS FUTURE TRAFFIC SIGNAL POLE FOUNDATION, (TYPICAL.) W 8.0' INSTALL 3" TRAFFIC SIGNAL TYPICAL o CONDUIT AS SHOWN, (TYPICAL.) `D PROPOSED INSTALL NO. 6 TRAFFIC SIGNAL + R=35' R=35'+ ECR N'LY 4th STREET PULL BOX AS SHOWN, (TYPICAL.) 6 �I 6_ R/W >: 1 W'LY HERMOSA E'LY 12' 57' R/W A�E. R/W 6' 9' 18' 6 44' 40' OR 44' 30' H E R M 0 S A AVENUE 2 EXIST. MEDIAN _ 12' 32' 32' 99± 8' oR 12' 10' SEE PLANS 1 5, 13 � — — — r- r- , 1 O F OR DAYLIGHT 14'f 16 8. 5 I * g m LINE (TYP)\ os, D.5� EXIST. SURFACE — — — 2�. 4 3 —0 111111111.11, - _o +36 + _ _ 3 02,1 MAX. ' —2%; \ ---R= 1.7�' R= _j.79 2% 2. 1 2 — — - O 3' 6 EXIST. SURFA E 1 � � 2 3 4 EXIST. AC* II O0 (I I 2 EMOVE EXIST. AC & AB 6 6 STA. '13-,0q717-0119--4,519®® REMOVE EXIST. C&G STA 49t X5./9 To �f25.71 () I I *PER SOIL INVESTIGATION REPORT OF 03/06/00 I * SEE PLANS FOR LIMITS I, REMOVE EXIST. , I CONC. CHANNEL SECT. A- A +R=35' Q R=35' +TYPICAL SECTION II � x 43+83.70 TO 58+40.55 II 4TH ST. WIDENING ` NTS NTS DETAIL 2 HERMOSA AVE. NTS RCP STORM DRAIN PER +� " a N018 21 W h STORM DRAIN PLANS ,hcn OD L=113.27' 17- (O 8 � II � A0060 �,CivE A/�ORoALNEs� sioEvliAcK7 STitEET 7�L'6E5Anrp A6ANGv v zAmeAz "S"PEA' Dkrltb2-o�x�x ByY.SB41p. i v oo � � 03 D A Q ADDED DR/VE APPROACNF_5, 5/OEWAL<(, srf,-t7 7pFT5, 0- r45 f STREET 5164S By SBD, o,Qc of-oy9� J- Y_of CONSTRUCTION NOTES JOICITY 3 tiA?. NO. DESCRIPTION OF REVISION DATE O SAWCUT AND N APPROVED 00 ,�� �Un Ate, O2 PULVERIZE EXIST. A.C. PAVEMENT AND USE FOR A.B. IN NEW STRUCTURAL SECTION. ' ` ��F CITY OF RANCHO C U CAM O N GA 3 CONSTRUCT 5" AC ON 6" BASE MATERIAL CONSISTING OF PULVERIZED A.C. PAVEMENT AND/OR CAB. = 00 z -' � O f— z L., It 0 4 CONSTRUCT A2-8 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104 O FLOOD CONTROL Q " N23942 E HERMOSA AVENUE 16\A O CONSTRUCT 4 THICK SIDEWALK PER CITY STANDARD PLAN 103. R/W 12 FURNISH AND INSTALL FIBER OPTICS (FO) CONDUIT WITH PULL ROPES PER DETAIL 1, SHT. 2. L=48' DETA I LS �° 13 FURNISH AND INSTALL 3'X5' PULL BOX BEHIND CURB AT 1,000' MAX INTERVALS ALONG THE F.O. N CONDUIT AND AT ALL TERMINUS POINTS OF THE F.O. CONDUIT. THREE (3') RADIUS CONDUIT _ ♦�sr Underground Service Alert SWEEPS INCLUDING PULL ROPES INTO EACH PULLBOX SHALL BE CONSTRUCTED PER THE Q"�' ° `�• "'\ APPROVED BY: DATE : DIRECTION OF THE ENGINEER. ak , ^ / , -•*-- - 14 REMOVE EXIST. D/W AND CONSTRUCT 4" AC ON NATIVE. ��_Q�o 6RpF `, CITY ENGINEER � `� '/yy��.f R.C . E . NO. 24953 Call: TOLL FREE - - 15 INSTALL 2"x6" REDWOOD HEADER r?o. 41126 ?' >; �- DES I GN NDRRIS-REPKE INC. RECOMMENDED Exp, 3/31,104 * 1c` .3 �!/O1 * STK (EE-N 0 16 COLD MILL EXIST. AC PAVEMENT VAR. DEPTH (0" TO 1.5") ` CONSULTING CIVIL ENGINEERS _ r P RZW D E TA I L AND LAND SURV 3736 /`I111 Cti' ='-1 i ��Z' DRAWN i00NTUSTINAYDOASirTE2" SHEET YORS O _ /� r- �� G l „hl'� Ta(7fA)9TJ 2230 SOWTA".CA 705 3736 o ` _ 17 CONSTRUCT VARIABLE THICKNESS AC OVERLAY. �_ _ i E FAX m,) zt30 2 33 422 4133 U CF✓�SioA! — -Z -Q 3 NTS `�` of OoN F34aars KCE4/Bl� OQT_F CHECKED 4/L1=4-�7.C.E. NO 15308 DRAWING NO. THO WORKING DAYS BEFORE YOU DIG NWT DATE ' 9-12-00 FILE No 1735 ID III -------------- IIII---- ...... ---- ----- ------ -------------- ------- ------ -­ --- ... ........................ ----- ......--------- ....... --------------------------- -------- --------------- --------------- ­---------------- ------ 7 LX ------------------ ............... ------.......................... .................... .......... ...... ...................... .. ..............I41%--------------- -- _- ------- - -----� � 0 1............. ..........T T ,... ...... ..... ..... . ------- -------- ------ --- ------- ------.........----------- ---- ----- ------ ... . .. 1. . .: .- ­.. I....I =_ ......... ---------------- .... -- -- --------- .......... ..... -03C ......... 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ROB,-RTJ.A(ELL Rr-E. 37888 DA7-E 7�...... ............. ...................................-------------------------- ------- -- ----------- -- - ---- -- ----- ------------------------------ --------------. .. ........ FO ---------------42 ---- -- ----- ------ oc 10+00 'N 7 LLj 'A )A� A Q 4 Q7 rC 0 1103 36XI /04/.q/ rc 10+00 1E 0-35.-74 7_,�II04 : /0 3 6.o�FL- 40�cl_ /0 .24 16_11033.96 FL 0 0 x 4 +:1 0+61 z z I10+76 IT DAY�101 IT LINE Q:17 CD N 0 c6 HERMOSA A UE II9 8 1 o fl) %3 I0 V) r 0, + IT ell, so NOTES /9 V) I2 30' SEE R/W DETA [L ON SHEE CONSTRUCTION fj r I WATER .L±J METER ISAWCUT AND JOIN JOIN BR!ID)G �;DENING 3 4 (SEE BRI PLANS SHT. NOS. 23 IV 33) PULVERIZE EXIST. A.C. PAVEMENT AND USE FOR A.B. IN NEW STRUCTURAL SECTION.4 StA. jl+35 ED 5 (SEE SHTS —22 F LANDSCAPE & VRIGATION) " BASE MATERIAL CONSISTING OF PULVERIZED A.C. PAVEMENT AND/ R CAB. vr c D/w W=25'10 k SDWkLRjv,�7W4Y5, 57REET TREES,144 40DED 0 DISPOSITION NOTES CONSTRUCT A2-8 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104 Jrr Jf**6A1.S 13\ R 8. EAIGIAIEERINS, DR 9 9 -7 7 VAC. ?REM CONSTRUCT TYPE "C" DRIVE APPROACH (R=8', S/W =4') PER CITY STANDARD PLAN 101 CITY 16 PROTECT IN PLACE NO. DATE APPROVE W D RECONSTRUCT EXIST. ONSITE DIW AT MAX. 8% SLOPE TO JOIN WATR WERN DESCR NEW DRIVE APPROACH. F21 RELOCATE BY OTHERS ExisT. Pp NIC — DRIVEWAY TO BE CONSTRUCTED WITH DR 99-77 CITY OF RANCHO CUCAMONGA REMOVE &G, Ac� , CURVE DATA PER CITY STANDARD PLANS 102 AND 103. 0 C3 ADJUST MANHOLE TO GRADE DELTA RADIUS LENGTH CONSTRUCT 4" THICK SIDEWALK PER CITY STANDARD PLAN 103. I ST 12+16.18 �RC U- .1, II , f 89'09'23" 35' 54.46 34.49 REMOVE EXISTING PAVEMENT AND BASE AS NECESSARY TO CONSTRUCT 5wAC ON 6*CAB 00 Ill'05'37"1 233.86' 1 45.28' 1 22.71' FBI REMOVE TREE AND ROOTS 11 GRADE AT 2 % FROM CURB TO 5' BEHIND CURB THEN GRADE AT 2:1 SLOPE TO DAYLIGHT. Lp TO DAYLIGHT AT EXIST. GRADE PER TYPICAL SECTIONS, SHT. 2 111-05'37-1 233.86' 1 45.28' 1 22.71' 1 Fq] REMOVE AND SALVAGE 1 0� 7 FURNISH AND INSTALL FIBER OPTICS (FO) CONDUIT WITH PULL ROPES PER DETAIL 1, SHT. 2. � A I k N @ 11 S 12+61.1 8 PRC F101 REMOVE TREES AND ROCKS AS NECESSARY FURNISH AND INSTALL 3'X5' PULL BOX BEHIND CURB AT 1,000' MAX INTERVALS ALONG THE D BY: DATE :@ 0 CITY E R .C. E . 'NO. 249 12+i COAISTRUCrI01,V IV07ES (COIV7-�9) TO COMPLETE CONSTRUCTION F.O. CONDUIT AND AT ALL TERMINUS POINTS OF THE F.O. CONDUIT. THREE (3') RADIUS v 0 CONDUIT SWEEPS INCLUDING PULL ROPES INTO EACH PULLBOX SHALL BE CONSTRUCTED 0 C k@llvsrALL 15 6AL STREET 7.9E.-ES PERIlor.--s ow CLEAR ALL EXISTING IMPROVEMENTS EXCEPT AS 07HERWSE NOTED PER CITY STANDARDS. DESIGN NORRISI-REPIKE, INC. RECOMMENDED S�IT F171 REMOVE EXIST. WOOD POLE BY OTHERS STK CONSULTIN13 CIVIL ENOINEIERS TIVE. AND LAND SURVEYORS 15tey a) por,Ho6p 444149:41 44Q REMOVE EXIST. D/W AND CONSTRUCT 4- AC ON NA 60D N.TUSTIN AV9#A WM 2W 0 11V,5MLL r. oa�e �4 V&*/(, 17yr DRAWN SANTA ANA,CA.92M�0736 SHEEI 13+06.17 ERC REMOVE EXIST. METAL SWINGING GATE W=20' AND CONSTRId+CT INSTALL 2"x6" REDWOOD HEADER Aa Cn4)M-n3l) L-O.,V,5 7- 1Y001c1-,=_D PC C. 91PI VEWA Y A Pl:'ROA 011 PER 5 7-D L)gr, DOUBLE DRIVE CHAIN LINK GATE PER SBCFCD SPEC. DWG. 1. IE M4)qn-2w 3 33 JOIN TO 1.5-) Itw"wws*m cm.E .0/0/ R=20' W=AS 11,072ED �6MFASLIRD AS INDICA 35' BEHIND THE NEW CURB COLD MILL EXIST. AC PAVEMENT VAR. DEPTH (O 15308 D > OA/ -t#IS /9�AA/ (TYPICAI-) NWT C.E. 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Q -- 00 U It h k � I9 �19��,�lb HERM0SA 1 AVENUE 3 Q& o : 3 19 19 19 3 V � W W 19 © �` ADDED 5DWK, DRIVEWAYS,STREETTREES t t- „. � / I, 3 s r fi6Ns a 19 'tlZl 0% . © / R.B.ENG/NEEMA16, DR 99-77 //• /•D/ CURVE DATA DISPOSITION NOTES r- 4 " CONSTRUCTION NOTES 3 _, ` r� I_.) NO . DESCRIPTION of REVISION DATE CITY N v�i REVIS1011 � i APPROVED 11 ��� ..q : DELTA RADIUS LENGTH TANGENT 0 �` SAWCUT AND JOIN � PROTECT IN PLACE -- - ;J_/� 3 �' r � CITY OF RANCHO CUCAMONGA cO N 2 PULVERIZE EXIST. A.C. PAVEMENT AND USE FOR A.B. IN NEW STRUCTURAL SECTION. /o�y.a/ R p 89.09'23" 35' 54.46' 34.49' Q RELOCATE BY OTHERS �Q O OBERr J-BEL RCE 37888 DATE v 20 ( CONSTRUCT 5" AC ON 6" BASE MATERIAL CONSISTING OF PULVERIZED A.C. PAVEMENT AND/OR CAB. f i �; `•��`` OE 89'39'12" 35' 54.77' 34.79' ❑3 REMOVE Q 21 �` PLAN AND PROFILE fy r�4 CONSTRUCT A2-8 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104 ADJUST MANHOLE TO GRADE Ll I © Ob NIC - DRIVEWAY TO BE CONSTRUCTED WITH DR 99-77 5 ADJUST WATER VALVE COVER TO GRADE � 1 H E R MO S A A V E N U E ❑ O CONSTRUCT ACCESS RAMP AND CURB RETURN PER CITY STANDARD PLANS 102 AND 03. o © ADJUST COVER TO GRADE II GRADE AT 2 % FROM CURB TO 5' BEHIND CURB THEN GRADE AT 2:1 SLOPE _ STA . 20+00 TO STA . 31 +00 r CURB RETURN NOTE: ® REMOVE TREE AND ROOTS TO DAYLIGHT AT EXIST. GRADE PER TYPICAL SECTIONS, SHT. 2 ��o� Fssir�,lq� APPROVED BY: - DATE : 'l ,_<� r THE CONTRACTOR SHALL PROVIDE DEPRESSED 12 FURNISH AND INSTALL FIBER OPTICS (FO) CONDUIT WITH PULL ROPES PER DETAIL 1, SHT. 2. � � CITY ENG I NEER � L R . C . E . NO. 24953 o CURB AT ALL NEW CURB RETURN LOCATIONS ® REMOVE EXIST. WOODEN POLE BY OTHERS - 0 13 FURNISH AND INSTALL 3'X5' PULL BOX BEHIND CURB AT 1,000' MAX INTERVALS ALONG THE F.O. 1 - Z DESIGN RECObMENDED N PER CITY STANDARDS. CONDUIT AND AT ALL TERMINUS POINTS OF THE F.O. CONDUIT. THREE (3') RADIUS CONDUIT � I� I ' NORRIS-REPKE INC. � SWEEPS INCLUDING PULL ROPES INTO EACH PULLBOX SHALL BE CONSTRUCTED PER CITY *\, 3 / * STK CONSULTING CIVIL ENGINEERS o STANDARDS. AND LAND SURVEYORS # �jq C�VI, 0���@ DRAWN SS*TTTAANA,CA.9237%SJUE� SHEET 3 9 CGY\/ST. 4" TN/CK S/DEW/1LK FSR C/TY STD. PLAN /03. j 21 /NSTALC STREET NAME S/GN SET PER DWG 40J-A. if �F �A�\� �m+) nX p I E , FAX VK 973-U6 _ 4 33 •u 3 18 /NSTALL /5 GAL STREET TREES PER NOTES E LEGEND Get/ S,�•/T /- 3 ZD CONST- MOD/F/ED P.CG. DR/VEWAY/APFROACN PER - vnF.. s�cII of > 3 !g 11\157ALL^:b•FRF-E-A ,44;4d� !9--,::l 2404 41 .o 11 Qa�C DWG.-W/O/ R=2O' W=AS S,�10WAl t MEASURED AS //UGYC.4TEQ CHECkED R.C.E. NO 15308 DRAWING N0. 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STREET I �--1, I r, I I , " I I __ )� )JI I _�. ____ 19 .......,­­ 3 Q \--I/,- , ; " , i , SECT. A- A a -r-c-l-, ... ­........,­­ �§ CURB RETURN NOTE: 11, I I �� I 1=11-- ''' . ___(D 1=11-- ''' I _� -, - . NTS 11 - A3 THE CONTRACTOR SHALL PROVIDE DEPRESSED I.,: I I L�� CURB AT ALL NEW CURB RETURN LOCATIONS 1"" . � FS PER CITY STANDARDS. TRAFFIC SIGNAL CONDUIT NO � IR. TH/S P,LXN SH5FT GUF6RSEVES TMe rLININ I , LL CONSTRUCT CONDUIT AND AMED SDWK, DRIVZEWAYS, SrRE'Fr r/? I A I SH e E-T 1>p,-r le 1> CI TY A3 s;F .e,614:�!;14 NO. FDESCRIPTION OF REVISION DATE DISPOSITION NOTES CONSTRUCTION NOTES PULL BOXES FOR FUTURE TRAFFIC SIGNAL AND LIGHTING R.S. FNCVhVE"1PV&, DR 99-77 ;r. ;,_&-'-- _ /I f,O/ e9 ... I 1APPROVED AT THE INTERSECTION OF 6th AND HERMOSA AVE. c/ry F11 PROTECT IN PLACE 0 SAWCUT AND JOIN I PER DETAIL 2, SHEET 2. 1 . /Vo. I Dff5CRIPTION 0,1C )R,E1//5/0/V DA TE I A PP)?O VED CITY OF RANCHO CUCAMONGA Q PULVERIZE EXIST. A.C. PAVEMENT AND USE FOR A.B. IN NEW STRUCTURAL SECTION. 15 INSTALL 2"X6" REDWOOD HEADER. 9 CoAtST 4" P41CK SIDEWALK PEI? Clr�- ,5TD. a4AI 103. Rj REMOVE (�) CONSTRUCT 5" AC ON 6" BASE MATERIAL CONSISTING OF PULVERIZED A.C. PAVEMENT AND /L3 1AISrALL /5 G.4L STREET' MEES P,=-R /v0;Q'-S 6 I I-E&EMD OIVSI-lr /. �.1_________;.__________ r-4] ADJUST MANHOLE TO GRADE CONSTRUCT A2-8 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104 Qxqf-��= f ,4,f1;C a&,-00 * , -.,5,?,0 F F s / 0 6 644 01!5661 ,�4,-3 Q I/ Q44 ;5 62.C- _- ,4A_c1,=__r. 44p,zg�;r- 49- 11) * � 0 19 11VSrAL,1_A _' - - _' I Llk, - IUL T' - , / I lii'�N �lk� ;�:/f,ij�,fi C/W, &W 11; ;7)S; . i 10� , 0, e_ (�) NIC - DRIVEWAY TO BE CONSTRUCTED WITH DR 99-77 20 COA15 T MODIFI,ED I AC.C. ORIV2FWA Y A PPROAC"v P,-R OWC9. #/o/ R= ?o' / " 11;�_, I , I I I - W= A5 A10 T,ED E 1WE-AS411?67,0 ,45 1N,01CA 7;E-,0 OA/ r111S P-1 lgb� , r- - �� r6] ADJUST COVER TO GRADE PER CITY STANDARD PLANS 102 AND 103. 1 `­ �, , 0 : U-J �,71 STA. 31 +00 TO STA. 42+ 00 �_ Underground Service Alert n7 ADJUST TO GRADE B OTHS CONSTRUCT METAL W-BEAM BARRICADE PER CITY STANDARD PLAN 131-B. (W=1 2.5') c7l� (" ar,-Ir,f I . - z 4n :y.; - Li (�) I I . - E CURVE DATA .Ili- FK.r.,_��,L:011 ' � DATE: le"-�,;? ,-:�11-1- CL F81 REMOVE TREE AND ROOTS @ REMOVE EXISTING PAVAMENT AND BASE AS N UCT 5"AC ON 6"CAB. , I IL k CITY ENGINEER j/ ,��(��Li��� R.C.E. N(Y '24953 �? Lf / I I .. - q) DELTA RADIUS LENGTH TANGENT ,1� :� - C411: TOLL FREE R13 REMOVE EXIST. CLF AND GATE'S AND INSTALL NEW CLF 1.�, C'/V 1,�_ I 1h I � AT THE R/W LINE PER CITY STANDARD PLAN 607. G GRADE AT 2 % FROM CURB TO 5' BEHIND CURB THEN GRADE AT 2: 1 SLOPE )e .f C-w k,I�l DESIGN NORRIS-REPKE, INC. RECOMMENDED 0 TO DAYLIGHT AT EXIST. GRADE PER TYPICAL SECTIONS, SHT. 2 93*17'51" 35' 56.99' 37.07' --- -_ STK CIDNSULTING CIVIL ENDINEERS 0 _�. EHIND CURB -0- AND LAND SURVEYORS MY 01 I-wo @ FURNISH AND INSTALL FIBER OPTICS (FO) CONDUIT WITH PULL ROPES PER DETAIL 1, SHT. 2. 89'32'08" 35' 54.69 34.72' DRAWN 600 k TUSTIN AVENUE SUrTE 250 SHEE1 .10 I p REMOVE EXIST. WOOD POLE BY OTHERS 9 I SANTA ANA,CA,92705-3736 �, - TR MAI)9733-2230 � -t FURNISH AND INSTALL 3'X5' PULL BOX BEHIND CURB AT 1,000' MAX INTERVALS ALONG THE F.O. FAX M4)W11M 5 33 i I ­ . .-1 422-4133 @ a 90*27'38 I] 35' i 55.26' 1 35.28' - -Nf*,/Am4N0WSW*0ft -OF- CZ) F2� REMOVE EXIST. SHR . SIZE CEANOTHUS CONDUIT AND AT ALL TERMINUS POINTS OF THE F.O. CONDUIT. THREE (S) RADIUS CONDUIT WAAW_r.�0_1 3 F� - ?-6�I!, DRAWING NO (n (CONCHA) 0 5' O.C. ON PRIVATE PROPERTY. SWEEPS INCLUDING PULL ROPES INTO EACH PULLBOX SHALL BE CONSTRUCTED PER CITY R.C.E. 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AVENUE zo �! _ � � � ZL f TRE?t" 5>GRvsADOED �BYR5B4'0,1A/C,IVE CF�AD.PC D/'-D�19� z-'0 p •-.� si M AOOED SOW.<j DRIVEWAYS e STREET TREES• 1-1 V) � cX�G� 9 � OF CAt� � U � Cf} � � L� p 0 - 0-- n TYP/CAL SECT/O/V 0 + 3 R.f3. ENG//VEF'R/Ara, OR O/- 03. Z'?I!� sTA. 43 t 8o s�A E 5O� t pISPOSITION NOTES CONSTRUCTION NOTES d'® a No DESCRIPTION of REVISION FDATE gPPROVED CITY � � a d A CITY OF RANCHO CUCAMONGA `O O SAWCUT AND JOIN Q PROTECTIN PLACE ® REMOVE TREE AND ROOTS w ( ) PULVERIZE EXIST. A.C. PAVEMENT AND USE FOR A.B. IN NEW STRUCTURAL SECTION. NOTE: RELOCATE BY OTHERS 9 REMOVE AND SALVAGE O p THE CONTRACTOR SHALL LOWER THE FIBER PLAN AND PROFILE a ❑2 ❑ 3 CONSTRUCT 5 AC ON 6 BASE MATERIAL CONSISTING OF PULVERIZED A.C. PAVEMENT AND/OR CAB. OPTIC CONDUIT AS REQUIRED TO AV01 D ®Q3 REMOVE 11 REDIRECT EXIST. DRAIN PIPE PER STORM O CONSTRUCT A2-8 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104 ®®&01497. FULI, ASG PV MT AND PROTECT I N PLACE THE EXIST . DRAIN PLANS RELOCATED 19" MORTAR-LINED STEEL HERMO S A AV E N U E tt GRADE AT 2 FROM CURB TO 5' BEHIND CURB THEN GRADE AT 2: 1 SLOPE ®5A AW,,uTj EMOd= ANv c,6*T. T�'G' WATER LINE CROSSING AT STA. 50+95t. 00 a ADJUST MANHOLE TO GRADE 13 REMOVE EXIST. CLF AND GATES AND INSTALL NEW CLF DR1vt= PPPRg4lt (5)W.4') PSR GIT( (SEE *) 71�o ADJUST WATER VALVE COVER TO GRADE AT THE R/W LINE PER CITY STANDARD PLAN 607. TO DAYLIGHT AT EXIST. GRADE PER TYPICAL SECTIONS, SHT. 2 srD DWG. 101, W a.{t STA . 4 2+0 0 TO STA . 5 3+0 0 a 14 RELOCATE SIGN TO BEHIND CURB t2 FURNISH AND INSTALL FIBER OPTICS (FO) CONDUIT WITH PULL ROPES PER DETAIL 1, SHT. 2. PN..K FLAW. 41 �N- 'Str�, APPROVED BY: � � � � �' DATE : '" © ADJUST COVER TO GRADE 13 FURNISH AND INSTALL 3'X5' PULL BOX BEHIND CURB AT 1,000' MAX INTERVALS ALONG THE F.O. CCWD UNDER SEPARATE CONTRACT WILL . �� --.�; - CITY ENGINEER �%t-f,l�G« �1/� - d 2i REi►101/£ EXIST/Nb 1g1v, Qa�c�ss.oN�/ CONDUIT AND AT ALL TERMINUS POINTS OF THE F.O. CONDUIT. THREE 3' RADIUS CONDUIT LOWER THE 1 9" WATER LINE AFTER THE /_- _ �l/ o - R.C. E . NO. 24953 o BA N � �fI►9 O,QA/N PLAN p !3 F ( } 0 h�Q`�' P ROo�s ?, SWEEPS INCLUDING PULL ROPES INTO EACH PULLBOX SHALL BE CONSTRUCTED PER CITY EXIST . RECT . CONCRETE CHANNEL I S ''- _ DEs GN RECOMMENDED 7-Zd-Oj - STANDARDS. REMOVED AND PRIOR TO CONSTRUCTION OF , - ` NORRIS-REPKE INC. REf//S/ON REu�S/oN® -- c� a �s �; THE PROPOSED STORM DRAIN . ,�3/�O( �t STK CONSULTIND CIVIL ENOINEERB �j�� o Oo .B,Qco�K5 ReE41829 &RTE 0 140,41629 8 /8 /n/STALL -fs 6x�t- STREET TREES PER NOTES 4140 LEGEND O/V S!,/T. I. AND uND SURVEVORe EXP, 3/31104 .. , ,� I DRAWN 6W N.TUSTIN AV9*f SUITE M0 SHE E T 7 * * 8 G 6 9 CONST 4 Tf1/l. S/DEW-4GK P,-7/? C/TY STD. PLAN /03 f /O/ 6 23 5P+WCA11'IIzEMAI� 6 GOt�r GUI��51Dp W-, NN OIIT(,vr pp-p- �f_jl- � SANTA ANA, T05'3736 o � Z �Z s��,r CMS OQ�`r ,� CO/VST. /1�10�/F/ED P. C.C. D.P/1/EYV,gy APf Rg4C.L/ SER STD. O1NG #/�/ R=20; !�V AS NOTED ON PL4N. 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DESCRIPTION OF REVISION DATE APPROVED C_j CURVE TABLE CITY OF RANCHO CUCAMONGA c > ITEM LENGTH RADIUS DELTA BEARING CONSTRUCTION NOTES A 14.06' 22.5' 35'48'55" - PLAN AND PROFILE i B ,4.07' 22.5' 35'49'„" -_ ERMOSA AVENUE � '= � C 10.0' 45.0' 12'43'57" �'..^�,^�F ESS/ ,� PROTECT IN PLACE. 50 PROVIDE SUPPORT FOR UTILITY SHOWN PER CITY OF RANCHO CUCAMONGA STD. 339. H 23.38' 22.5' 59'32'23" - c� ; CM'�l STORM DRAIN PLA (_-,N o � N � � � "I O REMOVE CONFLICTING STORM DRAIN SECTION. 51 INSTALL 51" REINFORCED CONCRETE PIPE, 1000-D, PER TRENCH DETAIL ON SHEET 17. ���` 41 CONSTRUCT BRICK AND MORTAR PLUG. LINE TABLE � l STA 31 + 00 TO STA. 42+ 00 53 INSTALL 60" REINFORCED CONCRETE PIPE, 100-D, PER TRENCH DETAIL ON SHEET 17. �_ C 3F3r„� r Q:: ITEM LENGTH BEARING APPROVED BY: - • DATE: /� �r A? 43 CONSTRUCT CURB OPENING CATCH BASIN, W=10 , PER CITY OF RANCHO CUCAMONGA STD. 300. 54 INSTALL 69" REINFORCED CONCRETE PIPE, 900-D, PER TRENCH DETAIL ON SHEET 17. " Ex. : 3-31-01 / - D 14.53 N 36'0716 W \ CITY ENGINEER _j, � (�(��� �if R.C.E. N0. 14.953 �,; O CONSTRUCT CURB OPENING CATCH BASIN, W=14', PER CITY OF RANCHO CUCAMONGA STD. 300. (@ CONSTRUCT STORM DRAIN MANHOLE NO. 4, PER CITY OF RANCHO CUCAMONGA STD. 321. \ ' O33.25' N 12'25'36" E `�r CIVIC �� DESIGN RECOMMENDED ( 45 CONSTRUCT CURB OPENING CATCH BASIN, W=21', PER CITY OF RANCHO CUCAMONGA STD. 300. 58 CONSTRUCT CONCRETE JUNCTION STRUCTURE NO. 2. PER CITY OF RANCHO CUCAMONGA STD. 331. " 9tE ,,,:Ct NORRIS REPKE, INC. -1 46 CONSTRUCT LOA PR = " OF 3.10 N 00-18 21 E Of CH.��,v` S AND6ULTING LAND 5URVIL VEVDRB'NEERS &`� O LOCAL DEPRESSION, H 4 , K-5% PER CITY OF RANCHO CUCAMONGA STD. 307, CASE A. 59 CONSTRUCT CONCRETE JUNCTION STRUCTURE NO. 4. PER CITY OF RANCHO CUCAMONGA STD. 333. " 6WgWSTTNAVEIAKStAn2W -1 G 17.19 N 30'18 05 W DRAWN sHEE� SANTA MU,CA 92705-3736 1.... TR(714 973-2230 4 INSTALL 18" REINFORCED CONCRETE PIPE, 2000-D, PER TRENCH DETAIL ON SHEET 17. 61 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. 329. ' " FAX 973-2263 I 51.42 N 89'50 29 W "//W.NOWSat�aan 13 of 33 � I i 49 INSTALL 42" REINFORCED CONCRETE PIPE, 110-D, PER TRENCH DETAIL ON SHEET 17. 63 CONSTRUCT CONCRETE BLANKET PER CITY OF RANCHO CUCAMONGA STD. 340. CHECKED �a,f,wok T, Kcl',' R.C,E. NO 32.366 DRAWING No. NWT DATE 9-12-00 FILE NO 1735 ^- Z w _ O Of Z) cNv qkr, Cr D- w HERMOSA m m oD v , z ~ _ 3 > ami 7 z "' �� R W �``' v '� Z_ Q J W Z cD In / ►7 N I �k N I (n N U Q �D Ln 3 O (n - L6 Vi In M Q ►� N �/� + J M " O fr D' N " + + LZ I a> m (D Li �') d m O Z W W N Q mcD � - U - N + + + J O J 00 m1 W N UQ w ~ (n r m r; o in O (D O `D r; _ '� U LO J (n 00 w 3 > cv _ Cr �I ori w U 3 > N U r z W = a1 O W M T M (� O Q F- W Z N 1 Q W a1 (� r Q F- Q W Z Z J V Q O N Q W N O : r U C') Z J Q - + < . F- + Z LL_ + m 3 (n ►± O Q ~ F-00 U N N Q F- X � X O Q ff) Q cD + N O 3 _ N n (� LO J N O O _ - - C-4 F: Ct �: + Q H (n U Q F= U (!•J W Z W v F- p In U V) M � Q U w in r7 N O N () U 00 O U rrj M t j m r o z 00 o (n 1040 ._.... .. O _._ r --_ . o -- - -.....__.. w _ . .LO V) afV ?J p _ . - X o- (dn _ I_... __. .o .... ��, i <o x x O ? < +Z Q C)� (n (n l x z x w w �`' v rn- I Q W (n W " N F- X O (n U ----.._._._._...__._..._ 1032 .....--- ......... .._ z � 1050 ,. _. .. .......... - - ..... ......_............... - -_ __ _---------------- __3 - - �z � o N I 1050 Q --- --- ----- -' J - - - --- -------_ . . .._...... - -- ----..... - - ------ - - - - - 1036 ------ . - -----.. - .-.... ... 1048 .-......_.... I--------- - 1048 1028. INV. 1033.9 5 INV. 1048 .._._------.. 1028 ------- --- - --------------­------------.. _ HGL HGL _ 1032.41 INV.11H _.. 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C 18 RCP(2000-D) 18" RCP(2000-D) 1024 ---- 18 ' RCP(2000-D) - _._.......-------------------------------------------------------------------------------_.......... ... -.. .-- - -------- -------- 1036. 0 INV. 69" RCP _ _.__._ _ _ 18 CP (2000-D) - - - _ . _.._ 73.98 L.F. ., 9.91 L.F. 12.83 L.F. 1036 1037.68 fNV 1036 . .._.._ _. ... . - ----- 6.23 L.F. 1036 ------ 13.74 -- .._......._ _ .... _ __. LATERAL " A" 13.74 65.97 L.F. 36.42 L.F. LATERALS B AND C L.F. '� RCP 1250-D -113.67 L.F. LATERAL "E" LATERAL "F" SD . STA. 12+ 28. 11 36 C SD . 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S=0.0274 0 1052.38 INV. p 0 1060 �- -- - ---- 60" _ 1052.60 INV. s=0226 - _ (S10.0035) 1060 - fifl59 t1�tV. ---------------------------_-.._... .- -------- - --- -- 1060 ------- 1056 �TA: .3��58 9� __- _ AA2 .._. __..... --___104$.9B INV. S=0 0 S=0.005 60" RCP „ \\1059.80 INV. 1054.05 INV „ 4 RCP 1060.95 INV. 60 RCP 1048 -- - -- -- 1048.98 tNV. EXI T 51 RCP 1058.80 INV. STA. 36+61.89 1057.98 FS 1058.80 INV. 1050.00 INV. 1056.16 INV 1058.05 INV 1060.42 INV. 1058.67 INV. 10 6.85 INV. „ 1054.16 INV. { ) TOP OF CONCRETE 18 RCP 69 RCP _ _ BLANKET 60" RCP 1 _._..... . ..._ ,_ - -_ . ..__. - 1056 '------ ------ - - __ _ ------ STA. __ , 45.04 BL 056 STA. 34+48.48 -- ) 1056 - ----- - - _ 2000-D 19.35 1058.83�1NV 1058.43 INV. STA. 36+48.01 ( ) 1052 1053.92 +NV __ _ --...-. -_...__--_..__.__- ... 1056.40 INV 6.91 L.F 51" RCP 1000-D 1058.00 INV. 18" RCP 2000-D 1044 - - --- -- ,, - _......._ _ _.-_.._____.. 18" RCP (2000-D) 45.20 L.F. 42" RCP 39.19 L.F. 18 RCP(2000-D) 51.15 L.F. 12.78 L.F. 1100-D -79.72 L.F. LATERAL "G" LATERAL "H" » » $6.18 LATERAL K O LATERAL "L" LATERALS G AND H �, „ LATERAL I „ „ SD. STA. 37+ 08. 07 SD . STA. 29 + 71 . 18 LATERAL J SD. STA. 34+ 51 . 06 1 . 06 SD . STA. 36 + 50. 89 I w m >N U CO Q� � r U a- < + m D r o� N + W Q z o' Lo I U cD O _cn F- J r < z r _ W J O v�I W Q o CO U z X m UJ + (/) F- w m -00r) mlo c: 1076 cD � � � _ + � ........_...........------ U = N r� ~ U L� - - X z � U 11 r 1076 ---_--_.__..-_--------------.--..___----_.._. . __......_ O THIS PLAN SHEET SL/PERSEVES TNF m w v v .� LAN 5 EET VA If/Z0100 ' �' Ln NO. DESCRIPTION OF REVISION DATE CITY ' APPROVED ,072 - - --- - - - - , 7 2 _._._.. - ----- HGL _ - _ CITY OF RANCHO C U C A M O N G A 1069.43 IN 0 1070.06 INV. 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NO t WD TWO WORKING DAYS BEFORE YOU DIG NWT DATE 9-12_00 FILE NO 1735 HERMOSA w r HERMOSA z w r ca W 2 a: m v Q N Q w _ > W ``� °r° N O + z �1 r� 00 V) �i1 of 1c `�. 3 > L+J .v O W l� H Z �j J ZW J ~ 3 > ® Q Fw- H cC Q Q ^ 1� I� + U N (n U > v O W Z F- n1 U + + + O a W z V) Q N U C� J > 11 0) N IQ~ W w z_ N W � J cn - Q p�, � z v) ao 0) � ?� + z U V) + U_ ii 3 �I � n Q _J z o `n o� < ~ Q V' N w ° w a0 -00 N 3 �t I + I oIt ri I p v' w IF o i o U + + N 3 cwn - Q a Q' V) _ 3 in N + I v oc o J Q 100 d oo W? I m 0) �- 'n I"� o ,Lo cn i t i U -Q = CA 0 '- o U 0) o i Q W r- z u7 N Q o X Q z 1102 Q -- cn. -..................... 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I S� 1078 1 _-_._ __ -- ___-- _-_ 0.0375L10E .71 INV. 1076 ----- ---- ------- ---------- I - - I 1079.82 INV. 1090 -- _.... ..- - - ---1f191"�Y4--t1VV1076.43 IN .S=0.0202 1077.0rlAIV 1075.68 INV. 8.96 INV. \1068.01 INV. » C 1075.31 INVj;Z I 1089.71 INV. RCP 54 ___- _ _ _ _ __ 1077.65 INV. 1076.90 INV. 1066 _---------. _ } .7 }{� - TA. + .77 36" RCP 1066.69 INV 54" RCP TA. 49+23.02 1074 ---1--- ' I 42"Rco�!/GYM-D) f9.8/L.f STA. 49+12.21 1075.18 INV 1072 ----------------------------------------------------------- --------------------.. ................. N " 1086 -------------- ----------------------------------------------------------------------------- 3$:}3 w 60" RCP 3� ,QCP�/2So-D)498/2.� & RCP �/IX-p -�13.3� L.F 1075.04 INV 18 RCP 2000-D LATERAL U TA. 4 + ,4 42" RCP (1100-D)-143./7 L.F. 14.26 L.F. 18" RCP 2000-D LATERAL "T" 18" RCP 1066.50 INV 59.90 L.F. 18" RCP (2000-D) (2000-D)-14.26 L.F. 42" RCP1100-D �� �� P� it 57.84 L.F. 60.93 L.F. LATERAL R Q LATERAL S » LATERALS T AND U » SD. STA. 49+ 48. 62 SD. STA. 50+ 12. 19 LATERAL 0 lg\\,& LATERAL P SD. STA. 57+ 29 . 80 12' FINISHED SURFACE 12" MIN. EXIST 8 Hx8'W CLEAR 10" (TYP) SINGLE RCB 2" CLR ( #7-DOWEL 018" O.C. 6 012"CURTAIN O.C. AC PAVEMENT ALL AROUND) EXCEPT TIE L-BARS AT 36" OTH WAY PIPE ENTRANCE ( STEEL CURTAIN S L BAR-18wx18w I 2" CLR TO CURTAIN . DR I LL do EPDXY 6STA 57+66 .25 (TYP) ;w. . ;• s NEW EXIST. " 15 4" JOIN ZONE - 69" RCP RCB XI T X 6'x8' � ___ ES RC BO BEGIN AGGREGATE BASE-/ -�� CONSTRUCT RC HEADWALL CONSTRUCTION 5 DIAGONALS 5" PIPE EMBEDMENT MATCH INVERTS _ (1089.69 ) INV/ NATIVE SOIL BACKFILL -- - - - INSTALL 36" RCP PLAN ELEVATION UNCLASSIFIED BEDDING MAT 1 EMBEDMENT SD STA. SD STA. 11+89.40 PROPOSED STORM DRAIN 12+00.40 JOIN EXISTING 6'Hx8'W RCB 62 MODIFIED CONCRETE HEADWALL DETAIL w D NTS C0"� MAX MIN PLANRANULAR MATERIAL w .. >8' 10w 6w 4 MIN. ; NTS 3/4» Min fillets 1 <8' 12" 6" , Optional const it a U bars 0.4D EXIST. HEADWALL See Note 4 TO BE REMOVED NOTES: _TF �- SPAN (ft) 8.0 " HEIGHT ft 6.0 1. UNCLASSIFIED BEDDING MATERIAL SHALL BE FREE OF LUMPS, ROCKS, AND BROKEN CON- EXIST. CONCRETE 10 0.25 S "d'#lbars Maximum Earth Cover (ft) 10 20 CRETE OR ASPHALT. CARE SHALL BE TAKEN TO PROTECT THE PIPES FROM DAMAGE OR CHANNEL TORoof Tiin 8.5 10 DEFLECTION DURING PLACEMENT AND COMPACTION OF BEDDING. GREATER COMPACTION, BE REMOVED _.�.--------------_--- __.__------- or o Walls 2 in 7 8.5 WHEN REQUIRED TO LIMIT DEFLECTION OF FLEXIBLE PIPES, SHALL BE SHOWN ONTHE PLAN. .-, . _____ NEW EXIST. X10 � RCB Invert T3 in 8 10 . „ I act in 6 10 2. GRANULAR MATERIAL SHALL BE SAND, GRAVEL, DISINTEGRATED GRANITE, CHRUSHED AGGREGATE, e or 1J 45 � "a" i r 7 7 OR NATIVE SOIL WITH A SAND EQUIVALENT OF NOT LESS THAN 20. size Ba „ 6 Hx8 W RCB Dia lap bars l � "e" Size Bar 6 6 „ 12 See Note 2 69 RCP S=0.0122 (S=0.064) 2" Or typ a'= Reinforcement bs/LF 137 198 Alternative �. Const jt const jt "d" bars, for earth covers up to and includin 2' 1021.64 INV TYPICAL TRENCH DETAIL r ., „ Span feet 8' a bars Number 9 SD STA. 12+00.40 1021.51 INV � See Note 2 SD STA. 11+89.40 13 ® 450 mmREY/SE LATERAL "P"AVP ABAM90AJ LATERAL "S" 8.�. _ Max typ ® PER PRC2002-CC6,6ti BY 594'0 R0W2W3-00985 T2 1/2 Span © 4S-60147 LATERAL 'P" 13 f' SB.�o I•)-off �� c` .0 ELEVATION NO. DESCRIPTION OF REVISION DATECITY SECTION A-A APPROVED 's NTS CITY OF RANCHO CUCAMONGA "_1)N.T.S. i 57 TRANSITION STRUCTURE DETAIL NOTES 1. Quantities are approximate and for design purposes only. 5 �� N STORM DRA IN LATERALS & 2. It is permissable to eliminate the 180' hooks on every other bar. 3. Provide paving notch when top is exposed and when pavement is portland _ - z15 Q) cement concrete, and adjust quantities. p Q°^ z No. 5 0 Z A DETAILS FOR HERMOSA A Underground Service Alert yQ� - ,� E`° � ' CW ao No.41829 " elf Of CAU���`�\ APPROVED BY: DATE : ?";�r t Exp. W31104 CITY ENGINEER R.C. E .' 140.' 24953 Call: TOLL FREE cnm. DESIGN RECOMMENDED OF CAI�F�Q STK NORRIS-REPKE INC. _ CDNSULTINO CIVIL ENGINEERS DETAIL SCALES : - AND LANDSURVEYORS u 1- HORIZONTAL : 1 "=20 ' DRAWN SANTA 9Z�377 SHEET JIM(714)973-2230 422-4133 I E AX 973-zz63__� 17 33 �/IS�oNS 7 Cm of 8 VERTICAL : 1 "i CHECKED DRAWING N0. r�GN 5iF06c5 KCE_ 82q PA 7-c- .C.E. NO 15308 TWO WORKINGA NWT DAYS BEFORE YOU DIG s-12-00 1735 DATE F I LE NO r - --------------- 0'HERMOSA STA. 10+00 30 (LHERMOSA STA. 23+22.13 4TH ST. STA. 10+00 I L, 1,5111T. STA. 20+00 INT D ER CR CHANNEL W i I ;,;,,,,,;,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,............, sa HERMOSA AVE. STA. 10439185 —_ -- _ _ - LAJ LAJ LAJ CR� HANNEL STA_ 158+V1. 4 REMOVE EXIST. LIGHT ,-.....--.- - ,- _ -:. _ _.: .. --- -- - - -_ __._ . _ L OON WOOD POLE I REM EjHSIT. T� ON WOOD POLE -- --- ---- --- ------- -- ---__ O+ EMQVE-_E7(IST. LIGHT_ON WOOD POLE -- - _--- .. _: _ —-- - 160' 160'_.------ - 165�� 180 18 173' 18 '' 195' _ Q (n0 _ _.. -?1+0C4 . . - ... - - --42+00 ._ _.._ _....._ .........43+00 _.__...44+00 - - - - ?5+A4.. -- - - -------26+99 N00�18'21�1At -- 27+A0 -..... ' -28+00 ........ ..... - - - - U-1 N00'18'21"W,. i , f : i9+( 12+00 13+00 -°-14+66=„- - -- -15+90 16+99- --- - - - 12+90 _.. __...- - - 18+90 - .._ _.-.. - - 16+04._..... 28+00 -} -1 1 -, t M VIM, - ----” — - - - - - - - Ic( 17 .- _.-- ---� - ---- T5' - 183' 168' - - -� - - 165T�10 _ 200 � - � � - 200' - - - 180' - �- - - �- - - �- - -5� a -__ ----- � - - 162 - - -� - - - - - � - - - - � , 4 HERMOSA AVE __ n ...... AFF� I I II � � W 9 F.f- - 30 33 HERMOSA STA.- 41+18.58 i I I I I L _ _._.. °I 0' S0' SHARON CIRCLE STA. 10+00 I 6 EA 0 sa"# 10 EA • 240-361111 w 200' 200' 200' 1 ' - s ::.--- - ----�---._ - —x I rl 17 a - � - - Q �.. v. �._ _. M --.,_ -- ,....,--_.... 00 + - 30+00-- ----- ------- -------31+99-NOQ*18�21".W «--- 34+00 --- --- -- - 33+00 --- - --34+00 ---- _.._3 +00_< 4� 36+00 ® 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 w p - - AS M m --------------------------------- - LLJ LLJ Uw - -175' 185' - - - - 175' - - - - - -223' - - �V` - - - - - - Q I — S _ ----- - - --. ._.----- - ---- ----------------_------ -- + .---.... ..._-------- i I m I �, HERMOSA AVE . H;ERMOSA STA. 36+44.27_1 I � I t __--_� I �r I c i i �5T14 ST. S?,4. 30+00 I p I a 11 33 44 (n 25' 25' - - -�-- - - - +- - - ----- ----- - HERMOSA TA. 62+11.13 I I q H M A STA. ++16.04 - ._ 8TH ST. S A. 40+00 In 4 8 T. STA. 46+oo i x HERMOSA STA. 50+35.65 I I x------------x x ; W — X Z I rye TREES •1S' TREES • 12' 10 EA CLUSTERS of TREES JQ'I - y, - - - x A a ; - _._...... _- _. ` r 175' 195' 200' 200' 200; 200' - ____ -- -- ` - -- : - .'. _ -- _._ _-.. .-.. -- ..- .._ _._.._ _ _-_ _-. 59+00 60+00 _61+00 62+ 63+00 64+ (n ..... ....... .... ........ _. _. _ .. 53+00 54+00 • 55+00 7+00 58+0000 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 56+00 5 ...:., N00'18'05 W Hf.R}:' � ,'r'.. N00'15 00 W w + } +—�--- -�---- - } O m —J Q ---------------------- -I _. ....._ _ � 200' � ,___ --- ' a w — U w - 1$�i' 1 fly 0__ 200' _ 200' �►' 0 - - - - - x 175' � -- - — — — I — — — — — — I } W a � I 30' 43'. 0 R�toGAT6 GT LIGHT / 141 I - I QrE$$f' NI }. X �y� 1 I o I G HERMOSA AVE. ��a� ti w -------------- � ____ I I I 3 �J z 410. Q 3 LU I Q Z 6� ! > � I , S T FE Sr G L '�. 10 R 0 � F m GENERAL NOTES CID CO N sT R V G T I O N NOT 1` KEYPOION&DY THI'EW155 SN".we'. LEGEND " z m N�.: G ®® RELOGAT� EX15TlNG 5T- LIGHT- r Ev � �� T/ zooZ r( LUMINAIRE ON CONCRETE POLE 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE STANDARD 8. THE ALPHA-NUMERIC CODE ADJACENT TO LUMINAIRE SYMBOLSNOTED) \ �! C 0 9500 LUMEN UNLESS OTHERWISE l. N G E '� o PLANS AND SECTION 86 OF THE SPECIFICATIONS OF THE Ha cK AG A R 0♦32°J 3 bATl= ( Q� 1 DENOTES SERVICE NUMBER AND CONDUIT. rn CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED JULY 1992, AND THE SPECIAL PROVISIONS. 9. BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING LUMINAIRE ON TRAFFIC SIGNAL POLE CITY 2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF CIRCUITS, THE CONTRACTOR SHALL OBTAIN DAILY SAFETY (22K LUMEN) NO• DESCRIPTION OF REVISION DATE APPROVED 3 UTILITIES AND VERIFY ALL CONDITIONS ON THE JOB SITE. PHONE CLEARANCES FROM THE SERVING UTILITY. THE CONTRACTOR UNDERGROUND SERVICE ALERT AT 800)422-4233. 48 HOURS PRIOR SHALLALSODE -ENERGIZE THE ELECTRICAL SYSTEM AND EXIST. LUMINAIRE ON WOOD POLE CITY OF RANCHO CUCAMONGA Q ( POST MEN AT WORK SIGNS AT SERVICE BOXES BEFORE T WORK.ORK. � ANY WORK IS DONE. = PADPED 12"5, PARK WA N 51 WALK IN F I Y Vf�A► , vE 3. OBTAIN APPROVAL FROM THE ENGINEER OR EXACT EQUIPMENT «••� EXIST. LUMINAIRE ON CONCRETE POLE 5 T TR;I=ES , 1eELOGP�TE ail' UGNT d. `316N , NT LOCATIONS PRIOR T FINAL PLACEMENT. LOC ONS 0 0 A R><vI5E e`I7F-IPINC , S0. L.Xr Pa. 10. STREET LIGHT POLES SHALL BE WIRED BETWEEN ADJACENT PULL HERMOSA A %19 THIENE5 E*JG�. INC. VRC ZOOS.O�p 8.']. OL 4. CONDUIT SHALL BE RIGID METALLIC. MINIMUM CONDUIT SHALL BE 1 BOXES OR BASE OF POLE HAND-HOLE USING STRANDED NIC - NOT IN CONTRACT 1/2 INCH EXCEPT AS SHOWN. ALL CONDUIT UNDER PAVING SHALL CONDUCTORS OF 12 AWG MINIMUM SIZE. NO• OESC Iz I PTI ON OF REV 151 oN DATE G ITY BE INSTALLED WITHOUT OPEN CUTTING. 11. CONTRACTOR SHALL FURNISH AND INSTALL REPLACEMENT POLE STREET LIGHT PLAN PPPRD. 5. PULL BOXES SHALL BE N0. 5 UNLESS OTHERWISE NOTED. BASE ACCESS DOORS USING AN EXISTING DOOR AS A PATTERN. NOTE: FINAL LOCATION OF LIGHTS i 6. WHENEVER A FACILITY SUCH AS A STREET LIGHT POLE IS TO BE COVERS SHALL BE OF CAST ALUMINUM AND PAINTED LIGHT GREEN IS SUBJECT TO REVISION TO STA . 10+00 TO STA 59+00 Underground Service Alert ACCOMODATE D W APRONS g TO MATCH EXISTING. THE ESTIMATED UANTITY I 1 EACH. SEE , REMOVED AND THE FOUNDATION IS NOT TO BE REUSED. THE Q S 2 E / CONTRACTOR SHALL REMOVE THE FOUNDATION COMPLETELY. CONTRACT SPECIAL PROVISIONS. AND CATCH BASINS. APPROVED BY: DATE : LIKEWISE, ABANDONED PULL BOXES SHALL BE REMOVED. A H T A C i TY ENG I NEER R.C. E . 'NO. '24953 Call: TOLL FREE RESULTING HOLES SHALL BE BACKFILLED TO MATCH SURROUNDING 12. THE CONTRACTOR SHALL INSTALL ALL CONDUITS WITH PULL ROPES AND NECESSARY PULL BOXES AND SWEEPS TO POLE DES I GN RECOM�AENDE D MATERIAL. LOCATIONS. SCE WILL FURNISH CONDUIT LAYOUT, SIZES, WIRES, ETC. STK RIS-REPKE INC. JA� 7. EXISTING CONDUIT, WHICH IS NOT BE REUSED, SHALL BE CON6ULT,NO CIVIL EN6INEER6 AND INSTALL FOUNDATIONS, STAND THE LIGHT POLES, PULL THE AND LAND SURVEVORY ABANDONED IN PLACE UNLESS OTHERWISE NOTED. 3 - DRAWN 00K�"VW�M SHEET v - CONDUCTORS AND ENERGIZE THE LIGHTS. w 422-4133 9 33 Tam Of O v CHECKED DRAWING NO. » r R.C.E. NO 15308 U_ TWO WORKING DAYS BEFORE YOU DIG = G 0 rlwr DATE �12-Oo FILE NO 1735 - ......