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Home My WebLink About1841 CITY of RANCHO CUCAMONGA GENERAL NOTES N.T.l. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 7T•IE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIRC477ONS FOR PURL/C WORKS C01VS7RUC77ON-CURRE0VT E0/770N, INCLUDING /TS ANNUAL SUPPLEMENTS• OF AMENDMENTS CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIRC477ONS *fFRO VEA fEN T FL NS PROJECT 9 TREE T 1A A 2 ALL PIPELINES OR SU657RUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, IAL VES, fTR£ LOCA T/oN HYDRANTS ETC. SHOWN OR NOT SHOWN ON THESE PLANS W/THIN THE RIGHT-OF-WAY LIMITS OR /N ADJACENT AREAS WHERE IMPROVEMENT WORK /S 727 BE DONE SHALL B£ THE REMOVED, REPLACED, RELOCATED OR PRO7FC7E0 /N PLACE AS REQUIRED AT NO COST 70 THE CITY OF RANCHO CU04MONGA. 16193 .J ANY CON7RAC7vR PERFORMING WORK ON THIS PROVECT SHALL FAMILLAR/ZE HIMSELF W/1H THE 5/7F AND SHALL BE 's Nc>w SOLEL Y RESPONSIBLE FOR ANY DAMAGE 70 LX1577NG FACIUTIES REFUL77MG DIREC7Z Y OR /NDIREC7Z Y FROM HIS wY.wesr. OPERATIONS, WHETHER OR NOT SUCH FACIL177ES ARE SHOWN ON THESE PLANS 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC Mt7RKS, ENG/NEMNG DEPARTMENT PR/OR TO ANY ENCROACHMENT OR CON57RUC77ON W THIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 30 5. ALL GRADE STAKES• SHALL BE SET BY THE CON1R4C70R OR ENGINEER PAVING STAKES SHALL BE SET AT ALL fO7H ST HINGE PO/NTS; EDGE OF PAVEME7VT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVAT70N AND AT NOT MORE THAN 50 FOOT INTERVALS AD0/77ON4L PAVING STAKES MAY BE RE-OU/RED BY THE CITY ENG/NEER AS NEEDED AT WARPED EXISTING SUR VEYNO) UMENTA TION OR VER77C1L CURVE AREAS. I HEREBY CERTIFY THAT / HAVE /DEN77F7E0 ALL SURVEY MONUMENTS OF RECORDS S SHEET B SHEFT 9 6. ALL SEWER WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, ALA/NS, OR CROSSINGS SHALL BE () CON57PUC1ED PRIOR TO PAVING. MAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURREN77Y EXIST /N THE FIELD ARE SHOWN ON 7HESE PLANS AND ARE DESCRIBED AS FOLLOWS- ��A N D SVR 7 COMPACTION TESTS' OF EMBANKMENT CONSMUC770N, 7RENCH BACKfZL, COMPAC771VG ORIGINAL GROUND AND ALL 15� ,A,M CK L� HILLSIDE ROAD SUB-GRADES SHALL BE PERFORMED AT NO COST li7 THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH f. FOUND MONUMENT AT THE CE7VIERL/NE /NIERSECTION OF HERMOSA/HILLS/DE F� �- THESE COMPAC77ON �F-S'7S SHALL BE SUBM/T7E0 70 THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT Thomas Brnlhers Map v P s o Metropolitan/n/and Empire /S OUTS/DE INE ZONE OF CONSTRUC77ON IMPROVEMENTS � �� i p OF 8ASE MAMRMLS AND/OR SURFAC/NG. 2000 Edition Vicinity Map 2 FOUND MONUMENTS• ALONG AMYBERRY AVENUE SHOWN ON SHEET 10 Exp.06/30/05 8. AT THE COMPLE77ON OF PAVING, A MAIERMLS REPORT SHALL BE SUBMITTED 70 7N£ CITY ENGINEER. L/S77NG ALL Page 572 tor.0 torif Lorx LOr27 cora: torn Loran corns Loran 7E57S OR DETERMINA77ONS COMPLETED TO VERIFY STABILITY OIL COAMENT AND GR4DA77ON OF ASPHALT PAVING. NOT TO SCALE ,3. MONUMENT AT /NIERSEC710N OF H/LLS/DE/MAYBERRY TO B£ SET PER THE MAP OF TRACT NO. 16193 sr No.7320 `� 9. PRIOR TO INS7ALLAT70N OF ANY PANNG, A U47ERMLS REPORT SHALL BE SUBM/TIED 727 INE CITY ENG/NEER. qT Q� LISTINS'7S'G ALL 7EOR DE7FRM/NA170NS COMPLETED TO VERIFY- R-VALUE, SIEVE ANALYSIS AND SAND EOU/VALENT OF PRNA TE ENG/NEER'S NOTICE TO CONTRACTOR�SJ F OF C A��F� j AGGREGATE BASE. A Z D TF- Lor.xo cora toraT cor-V tor." tori tori W 10. PAVING SHALL PERFORM /N ACCORDANCE WITH R-V A 1. ALL AVAILABLE RECORDS FROM THE CITY AND U77L/lY COMPANIES /NVt7LV£D HAVE BEEN BRIAN K. M/CKELSON L.S. 7320 Q corns BE ED ALU£ AND P VEMENT 7ES'7S TAKEN 70 DETERMINE SHEET 6 2 SIRUCIUR4L SECTIONS. /NV£577GATED AND ALL KNOWN U77LITY CONDU/75 AND SUBSTRUCTURES ARE SHOWN HEREON. /T SHALL BE THE RESPONSIBILITY OF INE CONTRACTOR TO LOCATE ALL corn Q 11. WHEN IMPROVEMENTS ARE 70 BE PLACED ON AA 77W SOIL WHICH CON5/575 OF A ROCKY MATERIAL, THE UNITY CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOW7v ON THESE PLANS. INDEX TO DRAWINGSSUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE 7H£ SUB-GRADE AND ALL INE CON7R4C7OR SHALL BEAR THE TOTAL EXPENSE OF REPAIR AND/OR REPLACEMENT VOIDS OR DEPRESSIONS SHALL BE Rt LED WITH A RAT GRADE MA7FRG4L OF DUALITY BETTER THAN THE NATIVE ALP OF SA/D U77LITY CONDUITS AND SU957RUC7URES• DAMAGED BY HIS OPERA77ON /A( EST MUSHED PER HEFT f0 MATERIAL. CONNEC770N WITH 7HE LIMITS OF THIS PROJECT. SHEET 1 TME SHEET Lor4f mrz 115E R4a.�oR rcoria Lorca coria Corrin � 12. /F THE ASPHALT CONCRETE /S 727 BE PLACED ON SUB-GRADE, A SO/LS S7FR/CANT REC/57F74ED BY THE EPA SHEET 2 STREET TYPICAL CROSS-SECTIONS SHEET 5 FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT INE MANUFACTURERS RECOMMENDED RATE FOR 2. EXIS77NG U77LI77ES SHALL BE MAINTAINED /N-PLACE BY INE CONTRACTOR, UNLESS k THE FULL PAVEMENT WIDTH PR/OR TO PAVING. OTHERWISE NOTED RELOCATION OR REMOVAL OF ANY EXIS77NG UTILITIES' NOT SHEET 3 DETAIL SHEET SHEET 7 4j COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER 7HE DIREC7701V OF SHEET 4 WATERFORD LANE - STA 1+010 70 7+23.24 SHEET 5 1.I E577MATF OF QUANTITIES IS PROVIDED BY 7HE ENG/NEER ONLY FOR INE CONVENIENCE OF THE DEVELOPER, 7N£ THE RESPE-C77W U77LITY OWNERS AT THE EXPENSE OF THE DEVELOPER. CAPRI DRIVE - STA 17+2305 TO 19+41.85 Lorre CON7RACTOR SHALL MAKE HIS OWN DETE-RM/NAI7ON OF CONSTRUCTION OUAN7777ES BEFORE SURMIT77NG A BID. ANY J. THE CON7RACT91? SHALL BE RESPONSIBLE FOR INE PRESERVA77ON OF ALL, /F ANY, SHEET 5 CARD/NAL PLACE - STA 1+00 70 5+58.88 AND cora tomo core core Lorrr Lori ITEM OF WORK REQUIRED BY THESE PLANS WHICH /S NOT SPE-CIRCALLY L157£0 /N ME E577MATE OF OUAN7777ES EX/577NG SURVEY MONUMENTS RMER4 PLACE - STA 11.30+01 127 17+2305 SHALL BE CONSIDERED AS INCLUDED /N THE OTHER ITEMS OF WORK. SHEET 6 MONACO DRIVE - STA 5+58.88 TO 11+30.01 14. 57REET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONS7RUCTM AT EACH 4. INE CONTRACTOR SHALL POSSESS A VALID STA7F CONIR4CTOR S LICENSE-AND SHALL (OTT Lor re /NTFRSEC770N. BE REQUIRED 70 POSSESS A VALID CITY BUS/NESS LICENSE WHILE PERFORMING WORK SHEET 7 HERMOSA AVENUE - STA f3+01.71 TO 22+69.49 ON THIS PROJECT. SHEET 8 HILLSIDE ROAD - STA 1+00 70 9+00 - -- 15. CITY APPROVAL OF PLANS' DOES NOT REZIEw 7N£ DEVELOPER n?oM R£SPONS'IBIL/TY FOR THE' CORRECTION OF SH T 4 S ET 4 ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REOUEST INE REQUIRED PLAN RENSIONS SHALL 5. THE CON7RAC70R SHALL BE RESPONSIBLE FOR OBTAINING ALL REOU/RED PERMITS SHEET 9 HILLSIDE ROAD - STA 9+00 TO 14+29.84 W BE PROMP7Z Y SUBMITTED TO THE CITY ENG/NEER FOR APPROVAL. iorf Lor2 tort LOT/ tors Lore T tOT2f M R P N PR/OR 127 COMMENCE OF ANY WO K COVERED BY INES'E LA S tor f1 LO a7 6. THE CONTRACTOR S AGREES' THAT H£ SHALL ASSUME SOLE AND COMPLETE SHEET 10 MAYBERRY AVENUE - STA 3+47.54 TO 12+69.94 16. WORK S/7F AND E�'TERIOR STREETS SKALD BE /N A NEAT, CLEAN, HAZARD fREE, ORDE7PLY STATE 1NROUGHOUT () N TR 11 RESPONSIBILITY FOR JOB S/7F COND/770N5 DURING THE COURSE OF CONS777UC770N SHEET 11 SIGN/NG AND SIR/PING SHEET COS UC ON. S/1F SHALL BE CLEANED UPON REOUES'T OF INE /NSPEC727R. OF THIS PROJECT, INCLUDING 7HE SAFETY OF ALL PERSONS' AND PROPERTY. THIS 17. CONTACT ALL U77LITY COMPANIES AS REQUIRED, 48 HOURS PR/OR 727 EXCAVA770N. REQUIREMENT SHAL L APPL Y CON771V000SL Y AND NOT BE LIMITED TO WORKING HOURS. EMERGENCY PHONE NUMBERS /n cfex Map 7. THE CONM4C70R SHALL DEFEND, INDEMN/FY, AND HOLD THE OWNER AND ENGINEER N T S. HARMLESS FROM ANY AND ALL L14BILITY, RELATED 70 OR ALLEGED, /N CONNECTION EMPIRE HOMES (909) 261-5788 STREET TREE NOTES. SPECIFICA TIONS WIN THE PERFORMANCE NE NEG(/GENCE OF THE OWNER AND/OR INE ENG/NEER.NCE OF WORK ON 1N/S PROJECT, EXCEPT FOR LABILITY ARISING FROM THE SOLE C/TY OF RANCHO CUC4MONG4 (909) 477-2740 1.0 ALL WORK SHALL BE PERFORMED /N ACCORDANCE WITH 7N£ SUA04RD SPECIFMA770N FOR PUBLIC WORKS CONSMUC770N PUBLIC WORKS DEPARTMENT f.ALL STREET TREEARE TO BEPLANTED/NACCORDANCE WITH C/TYSTANDARD PLANS (S.S P.W.C.), 2000 E0177ON, INCLUDING ALL SUPPLEN73 THERETO AND THE STANDARD PLANS FOR PUBLIC WORKS 8. ANYERS t ASS"? S' 07LL PROVIDE ONE SET OF CONSTRUC770N STAKES FOR CITY OF RANCHO CUCAMONGA f7RE DEPT. (909) 477-2770 ?.PR/OR TO THE COMMENCEMENTOFANYPLAN7TNGANAGRONOM/CSOILS REPORTSH4LL BE CONS7RUC710N, CITY OF RANCHO CUCAMONGA. THIS IMPROVEMENT PROJE-CT. ANY ADDITIONAL STAKES REQUIRED SHALL BE INE P . UNUSUAL TOX/C/TIES OR NU7R/ENTDEFIC/ENC/ES AU4 Y RESPONSIBILITY OF THE CON7R4CTOR AND ARR4NGEMEN S SHOULD BE MADE WTH INE CITY OF RANCHO CUC.AMONGA POLICE DEPT. (909) 477-2800 FURNISHED TO TNEC/TY/NS EC72�R ANY U 2.0 SUBGRADE PREPAR4710N5 ENG/NEER FOR ADDITIONAL STAKES: THE CONTRACTOR SHALL N077FY MAYERS & AMBULANCE SERVICE 911 REG1U/REBACKF/(L SO/LAMENDMENTS ASDETERMINED BY7HE C/TY/NSPECTOR 2 1 ALL SUBGR40E PREPARAl10N Sf,GILL BE DOME /N CONFORMANCE WITH SECTION 301-1 OF THE S.SP.W.C. ASSOC14 TFS AT LEAST FORTY-EIGHT (48) HOURS PRIOR 727 ANY STAKING. 3.ALL S77TEET TREES SUBJECT 70IIVSPEC77ONAND ACCEPTANCE BY 7W ENGINEERING DWS/ON 2.2 ALL SUB GRADE PREPARATION SHALL BE PERFORMED UNDER 1HE DIREC77ON OF 7N£ SO/LS ENC/NEER, AND CER17f7ED 9CAGL4S1R4 EES ARE TO BE PLANNED PER PUBL IC IMPROVEMENT PLANS OIVL Y PR/OR TO THE PLACEMENT OF ANY 84SE MATERIAL. . L INFORMATION SHOWN HEREON /S FOR GENERAL /NfDRMA170N PURPOSES 4 STREET 1R ONLY. SHOULD ANY DISCREPANCIES ARISE /N THE HORIZONTAL LOCA77ON OF THESE M/N. GROW 2.3 REZA77VF COMP AC77ON FOR THE RNAL PREPAR47701V OF THE SMFFT SUB GRADE SHALL BE PERFORMED PURSUANT 70 / /MPROVTMENTS AS SHOWN HEREON AS COMPARED TO THE RIVAL MAP, THE fl/1/,4L MAP STREET NAME BOTHNCALICOMMON NAME SYMBOL SPACE CITY SPAC/NG SIZE SECTION 301-1.3 OF THE S.S.P.W.C. SHALL GOVERN. ALL CON5IRUC170N STAKING FOR THE HORIZONTAL LOG4770N OF UTIL/TYOWNERSHIP THESE /MPROV£ME71IT5' SHALL BE SASED UPON THE RECORDED f7NAL ANAP. CARD/NAL PLACE QUERCUS/LEX/HOLLYOAK S 4010C1f 40' 15 GAL .JO CRUSHED AGGREGATE BASE AIAIERL4L 0440 ASHFORD S77�EET 3.1 ALL CRUSHED AGGREGATE- BASE MATEMAL FOR STREET IMPROW!VENTS SHALL BE /N CONFORMANCE WITH SEC77ON D 10. 1VJV) 0VAV CO AAM3 t G6�3` THE ENGINEER PREPARING THESE PLANS INCL NOT SEIf'ER/WAIER 1COUNTY WATER D/SIR/CT (909) 987-2591 R/VIERAPLACE QUERCUS/LEX/HOLLYOAK 5' 14 40'O.C. 15 GAL 301-2 (UNTREATED QASE) OF THE S.S.P.W.C. 10440 BE RESPONSIBLE FOR, OR LIABLE S' 727 FOR, UNAU7HOR/ZED CHANGEOR USES' OF CAPRI DRIVE PIS TACIACH/NENS/S-CHINESE PIS TACHE � 5' 9 30'O.C. 15 GAL 3.2 UNTREATED BASE MATERIAL SHALL BE CRUSHED AGGRtrArE BASE UtVLM APPROVED OTHERWISE BY THE CITY THESE PLANS. ALL CHANGES TO THE PLANS MUST BE /N W?/TING AND MUST BE RANCHO CUCAMONGr4 CALIFORNIA 91729 N WA7L�RFORO LONE PIS TACIA CH/HENS/S-CHINESE PIS TACHE 5 30 30'O.C. 1564L. ENGINEER CITY OF RANCHO CUCAMO GA. APPROVED BY THE PREPAR E7? OF THESE PLANS. 0 427-2200 GAS.• SOUTHERN CALIFORNIACAUf27RN/A GAS COMPANY ( J R R 216 N. EUCLID AVENUE MONACO DRIVE GINKGOB/LOBA FA/RAfOUNT/MA/DENHA/R7REE 5' 25 35'O.C. 15 GAL J.3 CRUSHED AGG EGA1F BASE AIATER/AL SHALL COMPLY WIT!•/ SECTION 2010-2.2 OF INE" SS.P.W.C. 11. INES'E PLANS ARE HEREBY MADE A PART OF INE SPEC/F1C4170N5 AND CON7R4CTUAL AGREEMENT ONTAR/O CAL/f-ORN/A 91762 HERMOSAAVENUE LAGERS7ROEM/AFAURE/rATAWBA'/PURPLECRAPE MI'RTZEHYBRID � 3' 18 20'OC 15 GAL 3.4 THE RELATIVE COMPAC770N OF ALL BASE ALAIERGIL SHALL NOT BE LESS THAN 95 PERCENT (EXCEPT /N 1N£AREAS 12. INE CONMACAOR'S ATTENTION /S EXPRESSLY DIRECTED TO ALL INE REQU/REMEA75 BACK OF CURB) AND SHALL BE CERTIFIED BY THE SO/LS ENG/NEER. N/A N . CONFORMANCE EZ£C1R/C. SOUTHERN CALIFORNIA ED/SON COMPANY (BOO) 655-4555 HILLSIDE ROAD LAGERS7ROEM/A/ND/CA 7VATCHET/WH/TE CR4PEMYRIZEHYBR/D O 3' S2 2'I'O.C. 15 GAL AND PROMS/ONS OF INE STA1F OF CAL/FDR SAfE"TY REGULA770 S C THERETO SHALL BE SIRICILY ENFORCED DURING INE ENTIRE LIFE OF INE CONTRACT. 7951 REDWOOD AVENUE 4.o ASPHALT CONCRETE PAVEMENT 5' 217 20'O.C. 15 GAL f27NTANA, CALIFORNIA 92336 MA YBERRYAVENUF_ RHUS LANCER/AER/CAN SUMAC ® 4. l ALL ASPH.4L T CONCRETE (AC) PAVEMENT SHALL COMPLY Wl'TH SECTION J02-5 OF INE S.S.P.W.C. 13. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH LXCAVA77ON OUTSIDE OF Tf•I£ CONSTRUCTION ITEMS QUANTITIES 4.2 ASPHALT CONCRETE PAVEMENT SHALL BE PLACED /N 7WO (2) COURSES: 7HE BASE COURSE 7H/CAW= SHALL HE PROJECT AREA UNLESS APPROVED OTHEPWSE BY THE CITY ENG/NEER. ALL AC/CONCRE7E 7EZEPH0NE.• GENERAL 7FLEPH0N£ COMPANY (800) 483-3000 AS NOTED ON 77•IESE PLANS AND SHALL BE 8-AR-4W AS SPECIRED /N SECTIONS 203-1, 203-6.1 AND 203-6.32 REMOVALS ARE TO BE DISPOSED OF OFF-SITE. OF THE S S.P.W.C ON THESE PLANS AND SHALL BE B-AR-AW AS SPECIRED IN SEC77ONS 203-1, 20J-6.1 AND CABLE- COMC4S'T t " " 203-6.3.2 OF THE S.S.P.W.C. INE 70P AND RIVAL COURSE SHALL CONS/ST OF A ONE (1) /NCH THICK LAYER OF 14. THE CONMCr0R SHALL REVIEW AND VER/FY ALL CONDITIONS AND D/MFAMONS AT INE 1205 DUPONT STREET (909) 983-9895 O CONSTRUCT 3 (INCHES) min. AC PAVEMENT OVER 4 (INCHES) CRUSHED AGGREGATE BASE . 130,042 S.F. D2-AR-MM AS SPECIFIED /N Sr4/D SECTIONS. JOB SITE BEFORE COMMENCING ANY POR77ON OF THE WORK; COMPARE AC7U4L ONTARIO, CALIFORNIA 91762 COND177ONS WTH DRAWINGS TO ASCERTAIN COND177ONS UNDER WHICH WORK /S TO BE O CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCiMONG44,961 L.F. 4.3 PR/OR To INE PLACEMENT OF THE F?N4L PAVEMENT COURSE AS SPECIFIED /N PARAGRAPH 3.2, A TACK COAT SHALL PERFORMED, CHECK AND CONFIRM LOC4770N OF EXIS77NG S7RUCTURES, EOU/PME7VT AND BE PLACED PURSUANT TO SEC770M 302-5.4 OF THE SS.P.W.C. /F SECOND COURSE OF AC IS PLACED WMHIN U77LI77ES WHICH MAY AFFECT WORK. COMMENCEMENT OF WORK SHALL CONS777UTE FULL AMRKS CAREENS/ON (909) 987-6275 STANDARD PLAN 104.• W = 24" (INCHES') 24-HOURS OF INE FIRST COURSE OF AC, INE TACK COAT A44 BE OMITTED. ACCEPTANCE OF EXIS77NG 5/7F COND177ONS THE C0N7PAC7VR SHALL REPORT ALL 10608 FOO7H/LL BOULEVARD 1120 3 INSTALL STREET NAME SIGNS PER CITY DF RANCHO CUCAMONGA STANDARD PLAN 401 . . . . . . . . . . . . . 4 EA. 5.0 PbVPTLAA97CEAs1ENTCDA�CRE7P - PORTLAND CEMENT CONCRETE PCC FOR CURBS, WALKS; GLITTERS, AND CROSS-CUTTERS DISCREPANC/ES TO THE OWNER'S ENGIMTR PR/OR R7 THE COMMENCEMENT OF WORK. RANCHO CUC4MONG4, CALIFORNIA 91730 SHALL BE CLASS 520-C-2500 WITH A MAX/MUM SLUMP OF 3-INCHES AS SPECIRED IN SEC77ON 201-1 OF THE S S P.W.C. 15. C0NM4C70R SHALL ENACT ALL MEASURES 70 PR07FCT AND SAFEGUARD WORKERS ANDO CONSTRUCT 4' (INCHES) TN/CK P.C.C. SIDEWALK, W=4' (FEET), PEI? C/TY OF RANCHO . . . . . . . . . . . . . 21,458 S. PLACEMENT OF PCC SHALL COMPLY WITH SEC77ON 303-5.3 THROUGH SEC77ON 303-5.5.4 INCLUSIVE, AS SPECIRED /N THE THE GENERAL PUBLIC FROM INJURY DURING THE £NITRE TIME OF CONS7RUC770N, S.S.P.W.C. CONCRETE CURB AND GUTTER AND CONCRETE CROSS-GUTTER SHALL BE PLACED UPON CRUSHED AGGREGATE SASE. • CUCAMONGA STANLZ4R0 PLAN 103 MAINTAIN THE JOB SITE_ /N AN ORDERLY, CLEAN MANNER THROUGHOUT THE COURSE OF WtORK AND NOT BLOCK LEGAL EXITS AND ENM4NCES; LEAVE WORK AREA CLEAN, FREE SIGNING& STRIPING NOTES.- OF DEBRIS AT THE END OF EACH DAY,- COMPLY W/7H ALL APPLICABLE CODES OINSTALL RETZECTANT MARKER PER CITY OF RANCHO CUCAMONG4 15 EA. STANDARD PLAN 134 16. ABBREM77ONS INDIC47ED ON THE PLANS SHALL BE IN ACCORDANCE WITH SEC770N 1-3.2 L/ST OFSTANDARD PLANS SYMBOLS LEGEND s 20 SANDBLAST CONfL/CTING OF 771E STANDARD SPECIRC477ONS R PUBLIC WORKS CONSTRUCT ION (S.S.P.W.C.). O CONSTRUCT CLNCR= DRIVE APPROACH PER CITY LF RANCHO CUC4MONGA . . . . . . . . . . . . . . . . . . 42 £A• PORTIONS OF EXIS17MG STRIPING 2,5,T724 L.F. 17. CIRCLED NUMBEPS (FOR EXAMPLE, 1 EEO CNS7PUC77ON LEGEND NUMBERS. STANDARD PLAN 101.• W = 16' (fEET) ) REFER TOSTANDARD PLANS FOR THE CITY OF RANCHO CUC4MONG4, .� PROPOSED FIRE HYDRANT STAN MAY 1992 21 PA/NT 4' YELLOW STRIPE E 18. 7HE CONTRACTOR SHALL UNCOVER AND VER/FY THE LOC477ON AND DEPTH OF ALL (SEE WATER PLAN) O7 INSTALL 5800 LUMEN S7REET LIGHT, BY SCE PAID & COORDINATED BY DEVELOPER 36 EA 3 EX/STING U77LITY LINES AND PUBLIC IMPROVEMENTS PR/OR TO EXCAVA77NG INE 101 DR/VF APPROACH & SIDEWALK PROPOSED REFZEC11VZr MARKET? PER CITY OF RANCHO CUC4AIONGA 3 CONTRACTOR SHALL ALAKE APPROPRIATE ARRANGEMENTS FOR THE PRO7FC170N OF 102 ACCESS RAMP STANDARD PLAN 133 .I 717.50 L.F. C 103 SIDEWALK AND RAMP LAYOUT AND JO/NT DETAIL PROPOSED STREET LIGHT o ALL [/TIL/T1E3 104 CURB AND GUTTER-BARRIER O CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCiMONGA STANDARD PLAN 106-A 1 EA. U o PROPOSED STREET NAME 22 INSTALL S727P SIGN PER 0 OWNER/SUBDMDER ClTYAGENCY 106-A CROSS AND LONG/TDD/NAL GUTTERS G4LTRANs TRAFFIC MANUALN 131-A WOOD 84RRICADE a PROPOSED STOP SIGN O9 CONSTRUCT ACCESS RAMP PER CITY RANCHO CUCAMONGA SMADARD PLAN 102 . . . . . . . . . 8 EA. A D DED 6 A.B.S. TO 4�. CAST IRON ORA 1 N TRA N S M10% EMPIRE HOMES C/TY of RANCHO CUCAMONGA 134 IN57ALLA77ON OF REELECT ANT HYDRANT M4RKFRS -�- PROPOSED SEWER LINE STANDARD R/ 2 EA. 4 COka 0ML-ET SEE SOT7 0.5111/03 417W 307 LOCAL DEPRESS/ONS AT CATCH SAS/NS 20 CORPORATE PARK, SUNT£ 240 10500 CMC CENTER DRIVE 401 STREET NAME SIGN/ SIGN POST IN57ALLA77ON -W-- PROPOSED WATER L/NE t0 CONSTRUCT SPECIAL CROSS GUT7FR PEEP CITY OF RANCHO CUCiMONGA PLAN f06-B . . . . . . . . . . . . . 2 EA. 23 JO/N EX/STING STRIPE --- -- DESCRIPTION OF REVISION DATE CITY IRVINE, CA 92606 RANCHO CUCAMONGA, CA 91730 APPROVED TELEPHONE.• (909) 261-5788 TELEPHONE.• (909) 477-2700 .911 INSTALL STANDARD S70P SIGN PER CAL7R4NS Rf 30' MIN. SIGN AND PAVEMENT . , , , , , , , , , • . 3 EA, INSTALL S70P AHEAD SYME70L 24 N AN CML ENGINEER SOILS ENGINEER MARKING PER GAL TRANS SID. PLAN A24D APA AlPA PER GAL TRANS 1RAFf7CUAL STANDARD W17 1 EA. CITY OF RANCHO CUCAMONGA C 12 SAW CUT JOIN EXIS77NG AC PAVEMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3,318 L.F. MA PERS 49 ASSOCIA TES C.H.L. INCORPORATED 25 INSTALL 577P LIMIT SIGN STREET IMPROVEMENT PLANS o 19 SPECTRUM PO/NTE DRIVE, SUITE 609 1355 COOLLY DRIVE BENCH MARK 13 CONSTRUCT AC BERM, TYPE DI - 8 PER CITY OF RANCHO CU04MONG4 STANDARD . . . . . . 121 SF PER CAL M4N5 TRAFFIC MANUAL LAKE FOREST, CA 92630 COLTON CA 92324-3954 PLAN 104 STANDARD R2 (40) 1 EA. for TELEPHONE (949) 599-0870 TELEPHONE- (909) 824-7210 DESCRIPTION : t 4 ADJUST MANHOLE TO GRADE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 18 EA. " 26 PA/NT 4' SOLID WN/TF SIR/PE M77H RAISED TRACT N o_ '1 6'1 693 FD 2 BRASS DISK AT SE CORNER 21,252 S F. OF HERMOSA AVE& WILSON AVE. 15 REMOVE £X/577N0 AC PAVEMENT, CURB & GUTTER• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PAkEVENT MARKERS SPACED EVERY 20' 140 L•F T 1 T L E S H E ET Q O STAMPED "CITY OF RANCHO CUCAMONGA t s INSTALL STREET 7RET PER NOTES a• LEGEND ON SHr 1• • • • • • • • • • • • • • • • • • • • • • • • • • • • • 225 EA. r BM 10103 1987"IN CURB RETURN � 17 CONSTRUCT CURBS/DE DR4/N OU77-ET - MED/UM CAPACITY PER CITY OF RANCHO CUCAMONrA STANDARD PLAN 107-8 3 EA �pFESS/p APPROVED BY DATES 1 ELEV.= '1781 .647 e tiq � � ,:� - +,_ +,{, r.�, �-_-_�( ��,� �.I A. MgRT `�Z CITY ENGINEER William J. O' Neil ` R.C.E.�NO. 24953 [G'� t 8 CONSTRUCT CONCRETF CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA • • • • • • • • • • • 3 003 L.F oP iy EXP. 12/31/05 v, DESIGN RECO ENDED STANDARD PLAN 104.• W = 24 (INCHES) Z UNAUTHORIZED CHANGES & USES: The engineer preparing No. 50318 M M.M. DIAL TWO WORKING these plans will not be responsible for, or liable for, unauthorized (19 INSTALL NOT A THROUGH STREET" SIGN PER CAL 7RAfT7C MANUAL STANDARD PLAN W53• • • • • • • • • I EA. E,�.613M5 X `ERS Aivil SSOCIATES w BEFORE ��a DAYS BEFORE changes to or uses of these plans. All changes to the plans must 20 DRAWN 1gSP+�Nc•r:ruvNrERiN.1 vrrwo SHEEN YOU DIG YOU DIG 9 P 9 P CONSTRUCT CURBS/DE DR4/N OUTLET - LOW CAPACITY PER C/TY OF RANCHO CU04MOIVGA STANDARD PLAN 107-A 1 LA*�F "t CA s°+ /�■ s �e H. (%9 Fort t•70 92£10 - OF 1 1 be in writing and must be approved by the preparer of these plans. 2t PA/NT 4" DOUBLE YELLOW SIR/PE PER G4LIRANS TRAFFIC MANUAL DETAIL 22 812 L.F �grFOFCkof0�� (949)599 R E., a TOLL FREE 1-800-227-2600 O CHECKED BY: R.C.E. W318 DRAWING NO. w A PUBLIC SERVICE BY Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNDERGROUND SERVICE ALERT 22 CONSTRUCT 1"AC OVERLAY 22,607 S.F. C.W. 1941 9 4 1 Q L. �AT56 7= : �j Z FILE NO. 00-34 1 SHT I OF NORTHERL YR/W SOUTHERL YR/W Remove Exist Curb d Rock Rubble Gutter 60' Existing Wes"R1WW REMOVE EX/ST. PA VEMENT Existing Eas"R/W i 12' 36' 12' i ✓ N11 OCK WALL 18' 18' RdOU2GHLOTS 40, �l I iVARIE Const , ufterper-------- LEVEL LINE --------- Const. 6"Curb d Gullerper 11' qr4' 11' ,5'M N./Curb d G 1 LANDSCAPE EASEMENT 1/4"per i 1/4"per i 22, 1 9' Foot Slope0.0' Foot Slope I w 1.85% 1.8596 0.5' Const. 8 Curb Gutterper Rancho Cucamonga Standard fO4 Exfstf AC n9 2F 2%MIN. AAD 17 Pavement 3.•f MAX. /NLMDAREAS w 1/4wPer VARIES f/4 P. , 4' _Foot Slope S=2 9% TO 25% Fit---- ConstAC Pavement --- Const. Crushed Aggregate Base Const. Compacted Subgrade TYPICAL LOCAL STREET SECTION saw cut S/W Join Existing 4'SIW L ocal Intenor Streets -Applies Throughout De velopment- Except As Noted Pavement Const.AC Pavement Const. crushedTypical Street Improvement Per Citof Rancho Cucamonga Standard 100A Aggregate Base N.T.S Const Compacted Subgrade HERMOSA AVENUE STREET SECTION Sta. 13+01.58 To 23+18.01 Typical Street Improvement Per City of Rancho Cucamonga Standard 100-A Existin9 fi'Northe R/W Proposed Southerfy R/IN N.T.S. 66 i 11' 44' 11' l f 1' 11' -22'- Remo Exist. 8" Curb&Rock Rubble Gutter Const. 8"Curb& Gutter per City Std. 104 Existing AC Pavement A2-8 17' (To be Removed r ' 114-per per Existing AC Pavement 1/4" Foot Slope S-39% TO 1.0 Foot Stope0, / Existing 1"AC OVERLAY O Proposed S/W NORTH OF SAWCUT S/W LINE TO WATER LINE Const. AC Pavement Remove Exist. 8" Curti d Saw Cut&Join Const. Crushed Aggregate Base Proposed Westerly R/W Rock Rubble Gutter Existing Easterf�R/W Existing Pavement Const. Compacted Subgrade 60' i HILLSIDE AVENUE STREET SECTION 12' .�612' 1+00 to 7+41.62 13' S' I 18' Typical Street Improvement Per City ofRancho Cucamonga Standard Const B curbdGufterper Exisb� AC Pavement N.T S. To be Remove Existing AC Pavement f/4"per VAR/ES NjW 0•5' Faot wS-2.8% TOf.0% Foot Slope e _-- �/ 4-� ,7 / Existing Northerty RNV Proposed Southerly RNV Q Proposed Existing O SW S/W z O 66' Const. AC Pavement Saw Cut d 2 Const. Crushed 16.5' 44' 11' Aggregate Base Join Existing U vement :3Const Pa Compacted Subgrade U O 16.5' Remove Exist. 8" Curb b Rock Rubble Gutter Existing AC Pavement Const. 8" Curb& Gutter per City Std. 104 MAYB E R RY AVENUE STREET SECTION z z Existing Edge of iT Existing AC Pavement A2-8 - Pavement (To be Removed 3+47.54 To 13+19.35 0 VAR/ES 1/4" r Typical Street Improvement Per City of Rancho Cucamonga Standard 100-A 3.9% TO 1.0 Foot lope 0 5' N.T.S. rn co H 1"AC OVERLAY Proposed ed O NORTH OF SAWCUT LINE TO WATER LINE Saw Cut b Join Const. AC Pavement <n / Existing Pavement Const. Crushed Aggregate Base g WATER LINE Const. Compacted SubgradeclTv a DESCRIPTION OF REVISION DATE Z APPROVED HILLSIDE AVENUE STREET SECTION -- -- -- -- - ------ - CITY OF RANCHO CUCAMONGA 7+41.62 to 14+29.84 Typical Street Improvement Per City of Rancho Cucamonga Standard 100-A PLAN AND PROFILE 0 N.T.S. STREET IMPROVEMENT PLANS m for u') Ci TRACT No. 16193 z z UNDERGROUND SERVICE ALERT STREET IMPROVEMENT DETAILS in Go ORE 11 YOG Call:Toll FREE APPROVED BY DATE p �OFESS/O CITY ENGINEER ' �'�` tc x J( Ll ( �t� z Q p 1-800-422-4133 O� P.. M Nye moi" it lam J. O' Neil EXP. 12/31/05 R.C.E. No. 24953 v TWO WORKING DAYS �P 'ti 0 V t7 �� Rr �` DESIGN RECOMMENDED O BEFORE YOU DIG C0 Z M.M. RmYERS do ASSOCIATES 6 No.50318 rn Civil Engineering,Inc. 9i UNAUTHORIZED CHANGES USES: The engineer preparing Exp U30M X DRAWN ;Sr imPMANURINGu'S 'FYIN(7 SHEET LAkFort. 92M11f o F 1 1 'CAUTION":Remember that the USA Center notifies these plans will not be responsible for, or liable for, unauthorized M M (949)599 0870 2 q (949)599 Fa only those utilities belonging to the center.There could changes to or uses of these plans. All changes to the plans must s�q CMI �� BY: R.C.E. 50318 >" CHECKED DRAWING NO. o be other utilities present at the work site.The center F OF C A1-�F� Z will inform you of whom they win notify. be in writing and must be approved by the preparer of these plans. I n G.A.M. DATE : Z FILE NO. 01-OM-01 D p -� Dwg Revision Date 0112512001 BY: M.P.E. PLOT DA 7E: 0512412002 P:101-0069-01 TRACT 16193 RANCHO CUCAMONGA1IMPROVEMENTSISTREETISHT02.DWG SHT v� OF Lot 39 6 _ I v Lot 38 2 1 - - - 1835.12 TC Ipw TC I 1834.62 FL 1935.06 FL ' I 1 _ 2 Lot 42 1-4 0 W � � Lo of 42 t 7 l83�.67TC . °.,° °p 1834.17 FL \ - - - - 1836.72 TC 00 GO0 1 1835-.75 FS 1836.22 FL $ Sta. 16+41.96 BCR 4. g 11 Q ` TC=1819.89 �; 7 FL=1819.22 o %ri \ �',$ / \ !835.37FS 9 C 5 i Q Sta. 1+43.53 BCR Lot 401-1 5 1 TRAI P `v Sta. 1+42.05 ECR N -- U i 2 g ag 1836.72 FS = TC=1821.17 TG 1820.66 � Q FL=1820.67 / �\ Iw 00 � -_ Ft-1820.16 I MONACO DR. $ 1833.72 FL \ - \ �i \�� I 1817.794 9 6 / 21 `� \ 7 180 rc 835..30 FL 2 .�� FL 4 V�. \ i --- ---------- 1 19. 3 - - 2 \ 5.28 TC m 11 2 FL 1834.77 TC \ 1834.78 FL 4 Promised Crownline l � 1834.27 FL 2+00 0 \ 1836.72 TC i - - _ 3 8 ��?� 1820.64 2 15 7 1836.22 FL WA TERFORD 1819.36 � FL d _,3.86 1.00%� 3 w FL _ 3+00 - - - - TERFO�?D LAN A p v �� 5 1815. 7 2 , , gJG ® ® 0� Lot 12 EXIST FI I -- - - 6 1 _ _ 1 CID 2 HYD NT EXIST. GAS 9 B _ L7 2 - Lot 41 0! 17 LINE -- - - - - ` 2 Sb. 15+51.96 BCRti 6 1 Q r W N TC=1814.37 Lot 1 - - Lot [� 0o c.jj FL=1813.70 1 ` 4 1 $ 2 � f 6 if 2 � 00% Sta. =3+58.05 BC Intersection Detail A Intersection Detail a Knuckle Detail c HERMOSA & WATERFORD LANE 3 3 per City of Rancho Cucamonga Std. Plan 110. 3 Scale: 1"=20' WATERFORD LANE& CARDINAL PLACE CORNER OF CARDINAL PLACE& MONACO DRIVE Scale: 1!--20' Scale: 1 !:--20' 6 ® I - X2.W% 2.00% Sta. =15+21.63 BC 4 �I 1 2.80 TL: Lot 17 Lot 22 m N 1852.30 FL - - - ►� Sb. 5+76.71 ECR N - - 1 1851.14 TC ❑ �� I i i I obi �' / �� i \ 852.8 64 FL u� I ^ I TC=1846.30 o+o 2 FS u " FL=1845.63 Q S-4 86•£58! - 100"STRAIGHT STRIPE 9 36 - - -- -- -- - -- - - 1852.87 TC 1851,14 FS_ \ 5 \ $I 1852.3 2 $ I_ 7 FL z \ P I M2.17ML ' ® II In 1 \ tip EXIST. GF ATE I _ PLACE FL \\ I R/I//E I - / ?\\ 4 'U _,� 2 I Lot 22 \_W5.44 TC 1853. \ w ~ 1844.94 FL 10 I 39 TC 51.14 / � � 1852.89 FL 50.64 FLTC � �� I $ 0.74% - I 21 - - 8 - 6 1 X82 18+00 _ - - - lI w 5 � 19 F 2. 17 �; x1 I 3 4 ' `' %^ 3 ^ g , � 184544 TC CA PRI DR" , y � 2 ❑ ` 1846.01 TL " 1844.94 FL O 1.90 6 1.00% + 1 8.�, 1845.51 FS - Lot 18 I ,� 5 6 ~ �i I 1845.99 FL 1846.37 TC - 0� �/ 1845.82 FL I Lot 16 ✓ - - - - _ _ _ - 1646.23 FL \ 21 le'X1846.64 FS__- l I ` 846.15 TC 4 7 hh O 1845.65 FL CA PRI DR. 6 ae ' O N'� �v( 1 1846.01 FS $ $ _ I 17+010 1 Sta.4+86.71 ECR v O 01 6 Lot 21 m v '� 93*// 84.53 FS_ f00'STRAIGHT STRIPE- -- / - ---- - TC_1840.32 � N 4 U 2 4 / 1846.08 F1846.58 � \ \ i 1846.42 FS / / g FL 1839.65 3 U ' 1846.43 TC / - - -� 1846.01 TC 0- 0 z 1845.93 FL 1846.28 TC 1845.51 FS O I FXIRT�CTRFFT 9 ❑ ryi- I ILL Sta_=11+30.20 BC rl ri I 1845.78 FL ❑ O 2.00% 2.00%T 6 U ' 2 ° CD Lot 19 - - Lot 20 4 Knuckle Detail D Knuckle Detail Intersection Detail per City of Rancho Cucamonga Std. Plan 110. 3 per City of Rancho Cucamonga Std. Plan 110. 3 CAPRI DRIVE& MA YBERR Y A VE. 3 CORNER OF RIVIERA PLACE& MONACO DRIVE CORNER OF RIVIERA PLACE& CAPRI DRIVE Scale: 1"-20' z Scale: 1"=20' Note: Scale: 1"=20' IL To Maintain a Urn%rm Grade Around the Inside Curb, Cross FaASbM to Crown Line Modified. DESCRIPTION OF REVISION DATE CIN (9 APPROVED z CONSTRUCTION ITEMS CITY OF RANCHO CUCAMONGA = BENCH MARK PLAN AND PROFILE DESCRIPTION : O CONSTRUCT 3'(INCHES)min.AC PAVEMENT OVER 4"(INCHES)CRUSHED AGGREGATE BASE OCONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-A 0 FD 2"BRASS DISK AT SE CORNER STREET IMPROVEMENT PLANS OF HERMOSA AVE& WILSON AVE. O2 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6,PER CITY OF RANCHO CUCAMONG4 O CONSTRUCT ACCES RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102. for m STAMPED "CITY OF RANCHO CUCAMONGA STANDARD PLAN 104:W=24"(INCHES) p OBM 101031987"IN CURB RETURN lO CONSTRUCT SPECIAL CROSS GUTTER PER CITY OF RANCHO CUCAMONGA PLAN 10 B TRACT NO. 16193 z MSTACL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 Z ELEV.= 1781 .64 7 STREET IMPROVEMENT DETAILS m UNDERGROUND SERVICE ALERT 11 INSTALL STANDARD STOP SIGN PER(CAL TRANS R 130-MIN.SIGN)AND PAVEMENT OCONSTRUCT 4'(INCHES)THICK P.C.C.SIDEWALK,W--4'(FEED,PER CITY OF RANCHO MARKING PER CAL TRANS STD.PLAN A240 F ORE CUCAMONGA STANDARD PLAN 103 Call:Toll FREE 21 PAlNT4'DOUBLE YELLOWSTRIPEPER CALTRANSTRAFFIC MANUAL DETAIL 22 pFESSI APPROVED BY Lug �/� DATE - p O R o CITY ENGINEER L ' z Q o 1-800-422-4133 5 INSTALLREFLECTANTMARKERPERCITYOFRANCFIOCUCAMONGA �? A M tiq William J. O' Neil EXP. 12/31/05 R.C.E. No. 24953 v U 0 STANDARD PLAN 134 �� R O TWO WORKING DAYS c,P 'y o BEFORE YOU DIG IL- T FZ DESIGN MYERSdcASSOCIATES RECOMMENDED CONSTRUCTCONCRETEDRNEAPPROACH PER CITYOFRANCHO CUCAMONGA --- p No.50318 IT Civil Engineering,Inc. I UNAUTHORIZED CHANGES & USES: The engineer preparing STANDARD PLAN 101:W=16'(FEET) EFS 830105 m DRAWN PLANNING-FWINEF'RING-S RVE,YING SF1E l 0) I-Akc Ell-tt,CA 92610 these tans will not be responsible for, or liable for, unauthorized M.M. c9'9's�` 3 OF 11 q 'CAUTION":Remember that the USA Center notifies p p O INSTALL 5800 LUMENSTREET LIGHT,PER CRYOFRANCHO CUCAMONGA STREET (W9�599. EL. only#be eutilities utilitiespresentabelonging tothe t the Ftccenter. Thecenter could changes to or uses of these plans. All changes to the plans must LIGHTING STANDARDS(paidlabydevekper,kwtalledbySCE) ��'9TF0FCA`1FpQ`�\c CHECKED BY• R.C.E. 50318 DRAWING NO. Z will inform you 01 whom they vrill notify. be in writing and must be approved by the preparer of these plans. I G.A.M. DATE : iso QZ 9-0 FILE NO. 01-0061 1 g Dvvg. Revision Date. 12/04/01 . BY. M.M. - PLOT DATE. 05/24/2002 _ -_ SI-IT OF _ s . Len-g_th on 427 1 Cueb 3BCu Profe Scale t � - : i Y BENCH MA K i Horrz 1"= 40 FT i f 1 f i « 4 ESCRIP ION :i Vert. 1"= BFT ! ! ! ! { I - FD 2' i8RA55 [715K A S C R R i �1itRMO5J4 AVE WttS01!V AVE.' w t � � � 1. _ �. . .. _ _ ._ a _ ._ . __. __. _ _._:_-_ ..._. . �_ StAMPED CITY OF, NCHb CUC�MOIVG 1 i I d Lngt�i ori t z f I i ( f 8�1 1 103 19 7"t Rd RET ! $ 111 C UF2N T Q j( of o , __ 1 1 1.� �t :Efndffi min - _ i 5 _ I , i i _ i LiEw. 781. 60.7 t 1 i f r I` � ;Curb= 105.31'; Of t { } i , Curb =65.fib i `j i i i 1 . e _i � _i _-!. . - _. - -•- _v _.. y.__ _ _ ._ . _ .. .�_ ._ � �. .. ..�_ .� . -.l. w.; i E i , eft - 4 i curb=77.79' ! .i i i { { i i 1� I I "O.i59°. �v' o f i i f t% i i C? t ( !�. ; w i { i ry $ i 1 t � 1 6 �: �ry + �0 !.tv � � I � 11 n i 1 .._ _ _ Ili Pltilfle s , { I � ►� � I � r\ p n 1 nl �., 1 j I � I >, �o b I , 1 '1 11 i t i � I b V ; I I � , b� Lk, if � � � . , 11 11 i I :� t 4j 2D i � a ijt fj I f N ao 11 1 * V, Lie o C I t _. ._ . t $ �00 vc. I , i 1 fr i t i ; n V , , � _ _ t , r __ �. . 396 _ ,_ _ , . . _ �. __� .._. _- _-_. -._ . _. ._. ._. _,, _.__ - - -. -- �__ _- _.__ __ _._. __ _._ __ __ _ _._ ._._ _.. ._ .__, _. - �-__.._ >.. ___ ._.__ __ ._._ __ .__ __ _ _ ,_. _. __. _ - __ _. V. of Curd ' _ PV/E 121.177 - i 1 i I S t t ( PV1 E V= 1818.68 i € , i 7 yI r , g - , , 1114 I ` Is un + I I } i � I ! � + I 1 1 ^ .�- - g >\ 2 s I t c h ; , � d ! b .! a - i � . _ � d -J - -�--._ _ ..�__ . .� .s � _►.. .. ...< __ _ .. _.. _ _ _ - . . .. - ._ -u _. � ,_..1,11 _.>ti. ._ __ ;1nti7 n u i i i i1,b O I d' ry ry ry a � $ � f + N t i• �• 11 I t I t � ll � ,� (� I ( : } , 1 , b t { W ; 1 I � W i _ �ci ci � t .. # •@ � t ? � � }� , �- } � t >�9L41-4 .6� t� p � ri �� •t t t ` ^� ! r O b i t ... n h 1 I ►� .. 1 n o f � +n � i h � 1 i t i � I { 1 1 1 i t r i 1 � a , 1 � E � � � � .•� � �� _. _ . . _ . . .. ._ � _. , . __k . . _..1 ... .. . ., , ..._-_� ..__ . _.._ .. . j.. ., . .1 _T -__. ._ 1 , . _ _ .� � � I. - _ � __ .,_ _ .l_.. _.., . _ . __ . _./�v/ . 84�071. __ __.__ i r � 1 , � ^ ; � t , � `t �J1 b � '~ `eJ r � � � • ; i � ; � � � i � � -t i Y � � •# � 1 i i f 1 , } X/su of G I >btJ.� b� 1//Sr TA 3*20,0.Y) t -tI i t EtEV= f8Z0.97 ' oP f uttl cu pri7fi/e I # i # , z i 1 �1 t t , • � �- � 1 � � i TC 182 ,80 1 � r �' t t F � '�- � --.� _ .�...,_ � _.#_- �, � _ __ _ -+ 1.7 4d f , __.�- ,_-+- �- i t � , ; o b ! f F 1 I � a ' t i ` � .Ky t �R - •.{n b a t �V � f , • r ; t , t r `` _ .... _ ' b , . � I V M) �. o , i � {� �'O I i � � b ^ q n t w n 11 i n: I •• n O t 1 1 1 V , l 1 4 1 1. W �o t I C� - t � _ 0 ( { i cutb 65 46 i 1 f I I en G�tlrb 50m, t O.dE�'1/C TA 3 ,12. 1 1 Le�T on I ' _. Pt I ELEV= 120 1 t i t I STi = 8+ _ i 3 I i I i 50. VC i i 1 i i 1 7 f ( In WS 2S _ i 1 1 ` I V/ELE`V 1 f8 8 52 iX17 G`�i>� I � l 1 + 00 2 + 00 3 t 00 4 00 5 �- 00 6 + 00 7 f 00 17 + 00 18 -,,- 00 19 f 00 CURVE TABLE � Mayber7yA venue No. R L T w M N See Sheet 10 of 11 See Detail F 0 A 2503233" 300.00' 133.74' 68.00' 7 _ Sheet 3 of 11 3 B 2600337" 300.AO' 136.45' 69.43' 22 C r W M .0 = I I I I I I I Int, Sta. 9*4f,B5CAPRI DR/VE C 16003:34" 523.79' 146.81' 73.89' o o � B I I I I 1 1 9 tel cn W , ,I ? I 1 I I Sta. 5*31.71 MA YBERRYA VENUE D 1410054" 318.410' 77.79' 39.09' ' + � t 1 I I ao Sts. 5+76.71 ECR ® I I 1 E 2503233" 282.00' 125.72' 63.92' � j TC=1846.30 I I Int. Sta. 2+95 62 WA TERFORD LANE y I-W I I I I Sta. 1+00.00 CARD/NAL PLACE F 21'2330" 282.00' 105.31' 53.28' - _ _ _ _ _ _ __ I I I Hermosa Avenue CARD/NAL PLACEN G 26'0337" 318.00' 144.64' 73.59' V i E I °�`TF I See Sheet 7 of 11 See Sheet 5 of 11 0 -07 o , W H 18 00.02" 100 010' 31.42 15,84 � ^ 14450 2 c0. I I I I --_ 1 +00 9+ 1.851 I mi l I 1 1 t 1 i I 1 198000'03" 38.010' 131.32' - � --- _ «w..,. _ 18+� nrs9°4274'N� 1 P/ _ -1 I See Detai/ I ' I ,- 1845 59 TC II I I I ry A f l 1 11 t 1 82'30'19" 27.00' 38.88' 23.68' 1845 09 FL 1 2 14 5 I I I I I m 7 t r 1 'I r K 9b 37'49 27.00' 42.71' 27.30 , - Z-) of 11 3 r t 1 �� i o w �� ___ - - - -- - - - _---- - - - W I See Detail B __-_ , III b 42 � �� %� `� �,r � Sheet 3 of 11 3 �� _ ��waTER i t I I i `►� c�+ 6 t/ 4 METER(TYP) I I I TC=1840.32 ® I I I I I j I I t A `� _ ,� l ,7 t! tl 6 Sta. 4+86 71 ECR • I I i -IU 4,:,.0S (6 ry/i� ?' l� t `'Cil s p Zwo � 1 I�` • Ma. 16+45.91 BCR TCS DSFCNF ��V t 8 �B'/t U T �c = Y(I ori � TC=1819.B9 S 6 _ OD W .� b w w I I I I I , C9 t l- I SFF 1820. R � � t a� W ap � 8 �o� + W 20 � .. � .. 21 � m I I ,�I�r, , I Q I os °� , g N6 ~ �U � M HE�r S l � .' h � � � h Q+1 11 11 = of I n � N � I I I I l i I � O 1 / Min' s V 1� � F_ U_ W �� g i I• - _- , ; V o !o V W= 16;X=3' lV. W m � � � � 6 s �4 cti 2 ► I I I I 1 I , (� 4 D g K � o b 11 cy � h � ry 16.10,O.C. 11 I I I I I z0 --- - 3 I I 1 4027• 2 2+00 Sta. f+43.53 8CR "' �' , �� rC=182 f.17 + ., h V - Ma e t Avenue z I I 00' S �' J n `� II 3841 r / � � 18314 FI --- - t E ?i V 18.06'O.C. 0 F A. I See Sheet 10 of 11 0 �B A *on _ 182'1.62 TC .55 TC _� `W 81820 97 - 1822 12 FL 1 05 FL U I CA Rf Df?l E T I I 14 - 5 t W= 16;X=3' 6 \� \ EXIST I I �B1.9 7L. - rBr9 �\ 5 � � � N Sts. 15+51.96 BCR 47 1 �23 24 7 Sta. +5 . � - - - - - j Q I TC=1814.37 1 B2 4+ O H Z ' "(9 r^ 7 CONSTRUCTIONITEMS F_ 1 5 W9°4878"E ^ s+00 F� >cf?3y� B j • l I I I I _ �k -_�9 r _ 2 14 5 f2s.2a 00 2 14 G _ --te=e _-,-----_---_-- 1_ -------_,-. r CONSTRUCT 3'(INCHES)mftACPAVEMENTOVER 4"(MCHES)CRUSHED`AGGREGATEBASE ~ I II 11 � I ( I I I I I 'j W co 0 b 11 _ - - - - - \�� O CONS7RUCTCO+VCRETECURSANDGUTTER, TYPEA2-6,PER C/TYOFRANChI'JCLIC41MCAGA T0 OR LL �$°ro W ° �C 1B?1.q,FL ,� ,, '�1822.77 TC 1813.75 TC �� N p 11 nl V WATER 1822.27 FL 1823.25 FL �/\ STANDARD PLAN 101! W=24'(/NCHESJ Z I Gj <6 11 = }p (� 6 METER(TW.) 29.97 0.C. I 6 I I +U t j � n R � ' O INSTALL STREETNAME SIGNS PER C/TY 0FAANCHO C[/GAMI0NGA STANDARD PLAN 401-A a _ H 11 I I I I W o 41" se g DESCRIPTION OF REVISION DATE CIN Z I j I 3j1 I 7 ' s ^ ii (� \� 4O CONS7RUCT4•(INCHESJ 1N/t.^KP.C.C. SIDEWALK, W=4'(FEETJ PERC/TYOFR4/VCf� APPROVED I I , I / \ ip h �o O v�j 1� rn CLIC4MONGA STANDARD PLAN 103 C9 CITY OF RANCHO CUCAMONGA E�.EtEPN� ry w C9 ii i al 3 s oryp \` O )NSTALLREaECTANTMARKERPERCITYOFRANCHOCUCAR#ONGA PLAN AND PROFILE � I l STANDARD PLAN 134 1 6 STREET IMPROVEMENT PLANS I ► I I O CONS TRUCTCONCRETEDR/VEAPPROACHPFR CITYOFRANCHOCUC44419NG4 for 'n Hermosa Avenue SMA(DARD PLAN f0f:W=16'(FEE77 O See Sheet 7 of 11f?D AIV�E TRACT No. 16193 Z O7INSTALL 5800LUMENSTREETLIGHT, PERCITYOFRANCHOCUCAMONGASTREET WATERFORD LANE Sta. 1+00 to 7+23.24 m UNDERGROUND SERVICE ALERT GRAPHIC SCALE - L/GHT/NGSTANDARDS(parclhxbyo�veh�per,instal/edbySCEJ CAPRI DRIVE Sta. 17+23.05 to 19+41.85 0�F OR Y 40 O 20 4O 80 O CONSTRUCT CROSS GUTTER PER CITY OF RANCHO COnAl Af7NGA STANDARD PL IN 106-A o Calffoll FREE APPROVED BY DATES °d p v G OFESS/ I _ � (LL' L� Z Q p 1-800-422-4133 O CONSIRL/CTACCESSR4MPPERC/TYOFRANCHOCUCAMl7NGA STANDARD PLAN 102 19 0,x,9 CITY ENGINEER-� illiam J. O' Neil EXP. 12/31/05 R.C.E. No. 24953 (j U (IN FEET) �� r �t<` DESIGN RECOMM NDED O TWO WORKING DAYS _ 11 INSTALL STANDARD STOP SIGNPER CAL TIM MS R130"MIN. S/GNAND PAVEMENT M, � � Z 0 BEFORE YOU DIG SCALE: 1"-40 MARKING PER CAL TRANS S7D PLANA24D 0 o ti c M.M. Z 91FIRS&ASSOCiATES � UNAUTHORIZED CHANGES 8� USES: The engineer preparing O W No.5031s m Civil FrIgFRIN6-rl;ng.Ine. `n DRAWN rrspNb ;•@N:INF.FRINS •SUR,'F.VING SHEET 9 P P 9 14 ADJUSTMANHOLE 17�GRADE � Exp e�o+os A 19 Srecwm Poin,c[hive•Suilc 609 CV Lake Forest,CA 926 to Q •CAUTION":Remember that the USA Center notifies these plans will not be responsible for, or liable for, unauthorized ti1.1N. (949)599`8'° 4 OF 1 1 4 (949)599-ONR(1 only those utilities belonging to the center.There could changes to or uses of these plans. All changes to the plans must 19 INSTALL 7I/OTA 1NR000HSIREE7"S/GNPERC4LTRANS TR4FFICMANUAL STANDAROPLANN ! s'�� CIVIC ��r B1/; L R.C.E. 50318 q will other utilities present they the work site.The center be in writing and must be approved by the preparer of these plans. rFOF C A`f-0 CHECKED DRAWING NO. z will inform you of whom they will notify. G.A.M. DATE : FILE NO. 01-006MI I $ I M 0 Dwg Revision Date. 01/24/2002 BY. M.P.E. PLO DATE. 05/2412002 SHT Lf OF on Length _ : _ _ - -i Profi/e Scale i x 233.36 fii►esUr�z1 do C`tirb 69 4 k , f F . Curb 11?.63 , t ( i �'. , � + } .. fljEj3EK Hofiz 1"= 40 k i ION _} , pscvrprnt I t i _. ki ._ t i i . IVert. 1 - 8 FT I I j t i i iV } �48S'C11�K S C RN R E } MOS SMi�SON AV1t AVE TY F NCH AMOV 13 C t) b CUC G I #�/�? O ^ . I I I + f 3 19�T'I�V CJR� RETURN i i . 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D I I i I I rn 14 G 3 i�+QO 5 �t I 1 I / ° CURVE TABLE MONACO OR/VE / A 182VC 1833 li co _ S z See Sheet 6 of 11 e F No. R L T CONSTRUCTION ITEMS 1 \ A 21°30;75" 318,00' 119.38' 60,40' O0 o " 1 CONS7RUCT 3"(INCHES)min.AC PAVEMENT OVER 4'(INCHES) (n 3 ° h B 892618 27.00 42, 15' 26,74' O CRUSHED A GGREGA 7E BA SE Z 11 D.LONG=20.t' 17 I $ 11 \ D.shloRT=4' ° C 10°00'00" 102,00' 17,80' 8.92 O2 CONSTTUCTCONCRETECURBANOGUTTER, T}PEA2-6,PER 0- D 109026'17" C/TYOFR.4NCN0 CL/CAMONGA STANDARD PLAN fOC W=24"(INCHES) DESCRIPTION OF REVISION DATE CITY O 58,00 110.78' 81.9T z 1 kl I O INSTALL STREETNAMES/GNSPER C/TYOF APPROVED 1 + + E 10001000" 102 00' 1780' 892 RANCHO CUCAMONGA STANDARD PLAN 40f 113 N �� 12 -1 iri ° le CITY OF RANCHO CUCAMONGA 1 I F 21°30'35" 282.00' 105.87' 282.00 4O CONSTRUCT 4"(INCHES)TH/CKP,C,C- SIDEWALK, W'-d'(FEET) _ ° PER CITYOF RANCHO CUCAMONGA STANDARD PLAN f03 C7 7 6 I I St� G 21'3035" 300.00' 112,62 5698 iNATCHtINE E � PLAN AND PROFILE O Sta. 5+/5�8.MECR --I H 903146" 2700 4266 27.25' O INSTALL REFZECTANTMARKERPER C/TYOF STREET IMPROVEMENT PLANS W I ( TC-1836.72 I o w r r m I A DARD PLAN 134 I I Cl l I I 10 0000 102.00 17.80 8.92 I I I FL=1836.22 ILO _ I SEE SHEET 6 of 11 I I 0 O COINS7RUCTCOMICRE7EDRIVEAPPROACHPER CITYOIF or O 110 0000 58010 111.35 8283 TRACT No. 16193 z t I I K 10°00'00" 102.00' 17.80' 8.92' RANCHO CUCAMONGA STANDARD PLAN 10 f:=f6'(FEET) UNDERGROUND SERVICE ALERT GRAPHIC SCALE MONACO DRI VE ° " O INSTALL 561717LUA•fENSTREETLIGHT,PER C/TYOF " "B" Street Sta. 1+00 to 5+58.88 m See Sheet 6 of 11 L 90 0000 2700 42.41 27.010 RANCHO CUCAMONGA STREETL/GHT7NG STANDARDS B Street Sta. 11+30.01 to 17+23.05 co OR Y 40 0 20 40 80 M 10°0000" 102.010' 17.80' 8.92' (PeAd for by aemloper,in k4ed by SCE) / A o Call:Toll FREE DAT APPROVED BY / / / / � E C � O 1 p 1-800-422-4133 N 110°3146" 58.010' 111.89' 83,65' �� INSTALLSTANDARDSTOPSIGNPERCALTRANSR1,?0'MIN. SIGN oFESS/ � t i (.t.6 (r^ � (; c,-- _ z U Qµ oA/ CITY ENGINEER William J- O' Neil EXP- 12/31/05 R.C.E. No. 24953 1000000" 102 06' 1780' 8 92' ANO PAVEMENT MARK/NG PER CAL 77?AAS S7D- PLA � p M A Q/q�� DESIGN RECO M N D E D O TWO WORKING DAYS (!N FEET I 0 14 AD✓USTMANHOLE TO GRADE �' ti 1- ILVMG' M.M. o BEFORE YOU DIG SCALE: 1'=40 P 98°02'17" 59,42' 101.68' 68,41' _ Z YERS&ASSOCIATES r' ° " . No.50318 'm - Civil Engineering,Inc. Q UNAUTHORIZED CHANGES & USES: The engineer preparing q 9103146 5700 90.016' 5753 17 CONS7RucrCURBS/DEDR4/N OUTLET-MEDIUM CAPAC/TYPER C/TYOF � m DRAWN PLANNING•EN(IN[F'RIN(t•S R.FVtN( SHEE1 °' Exp.6 0105 ;1 19 spectmm Puuuc!hive•Suite (p these plans will not be responsible for or liable for, unauthorized ° , w , . RANCHO CUCAMONGA STANDARD PLAN 107,8 We Fo ��iA 0 'CAUT IOM:Remember that the USA Center notifies R 90 0000 57.00 89.54 57.0x) A'1•M• (949)5" 5 O F 1 1 _4 (949)599 only those utilities belonging to the center.There could changes to or uses of these plans. All changes to the plans must 20 CONS7RUCTCURBS/DEDRA/NOL/TLET-LOWGAPAC/TYPL�RC/TYOF ��q CIVt� ��' BY: R.C.E. 50318 � be other utilities present at the work site.The center be in writingand must be approved b the preparer of these plans. rF pQ CHECKED DRAWING NO. o will inform you of whom they will notify. PP Y P P P RANCHO CUCAMONGA STANDARD PLAN 107A OF C A%Y� z G.A.M. DATE : Z FILE NO. 01-0069-01 18 I 0 0 Dwg. Revision Date. 01/2412002 BY. M.P.E. PL 07 DATE. 05/24/2002 SHT J OF 1 t / 4 , f , _ _ - _. _-.. _ -. _ _ - .. __..- __ .i _. .. -..-.,. -- .....4.__ .. ... .. .... ... .._.. ... .. .. .. .._. i 1-. 1. -'•. - - -l.. r . .. .,.. _,__{ , I i i ) i ! i ! i ► I i I ( I r ` , Profi/e Scale ► i i t I , ► f $ i _ ( fF�BN H MA K , i Horiz 1"= 40 t r i TION I - - i ASS'bl-c A S C I/eFT. ! jj JJ( 1. �k t t� t� � NbSh AWE Vt1ttSOht AVE._ - - _ 1_. TY F. _ _ _. .. ._. __- _,_._� _. __._ .._. . ._ _�._ __ .-�_ .___, __ __ ._.__ .,__ _... ,___ __ __. _,.__- _ -_-_ ____ ..,-- ..._ __.. _.. ._ _.._ ... _: b C b NCHbC C�MOIVG _t fJ _! . ; - - 3 19 7"INC R� RETURN ,7 16 7`i n ,I T o �o cub _ _ _ _. _.._ . . ._. .. .v_ .. _ __ .� ! -- ---._.. - I { ` t I Cp _ - � { 1 a � � � e � 4 s < < 1 , r � 1 k � { � � � � (11 r , 1 • I , 1 a , I r t m CQ _ _ w- _ - F } i I + -4 y - - { PA�p - m _ t r E -4, i 69 x 7V i 1 t i i i 1 l u : : 1 ; j �O I n 1 u V .. _ , I i I � LoulTA o r � �. I , , E✓ 1837.vF6' i i 1 c f i �O , t i ; . t i : tr 08. ! I I { 11 1 It tl : ► - I I E , I I i a � E {{ : 1 1 � 1 i — i t itl ► 1 � r _ I ' _ t _. ___� TA k 8fb8, I 1 + I , F;1i 7 E EIj= f�37.�56 I f ! 1 I 5f 00 6 X00 7f 00 8 - 00 9100 10 - 00 11 100 CONSTRUCTION ITEMS 39 38 37 36 35 34 33 � �>Eo GGREGA7E ACPAVEME7VTOVER 4" 5) CONS77?W7'CONCRETECURB AND GUTTER, TYPEA2-6 PER 3 y CITYOFRANCHO CLICAMONGA STANDARD PLAN 104•W=24' (INCHES) •, 18M..44 TC 1842.40 TC 1846.35 TC -- 1837.94 FL 1841.90 FL 184585 FL __ `\ 4O CONS TRUCT4-(INCHES)TH/CKP.C.C.SIDEWALK, W-4'(FFM,, PER CITY OFRANCHO CUCAMONGA STANDARD PLAN 103 1850.31 TC f849.8f FL 1-��__- - INSTALL REFLECT01 ARKERPER C/TYOFRANt:HOC[ICAMONGA �!' -- - _. --- - ---- - _ -- _ .. -- - - - - ------- - -- - - - --, - - -- ---- - - --- � ,------ STANDARD PLAN 134 _ ��Z GRAPHIC SCALE 4� 9 46 5+00 \\' -, 18 6 1$31. 3-0 7+00 +oo � 9 45�0� 10+00 11 -� � 12t 00 �X12+30.17 N� �� /. � O CONSTRUCT CONCRETE DR/VEAPPf70ACHPE77CITYOF ��- 2 7221' RANCHO CUCAMONGA STANDARD PLAN 101. = 16(FEET) 40 D 20 40 80 / 1 - 5 ---N�-- — — --_ - - -- ---- - - - - ------- --- _ ---- ----------------- - _��`,_ b _ W _ � - ---- __ -- _- ----- - -----� _- ----- - - --- - - --- r --- -- ---- - -- - - - - -- -- - - o--------- , INSTALL 58000 UMENSTREETUGHT, PFR CITYOF a L-IML-W _111111 L :) ° )' ❑ .. ❑ © CD- _- ___________- �� I RANCHOCUCAMDNGA STREET[/GHTINGSTANDARDS O -- }� 1 I I (paid for by ot"Woper, msfalfed by SCE) O 1N FEET +� --- II U // 1847.05 TC 1 1851.49 TC WATER 4 �f84261 TC 4 �� I SCALE: 1"=40' ct1 • I -- 1846.55 FL 1850.99 FL 1 14 ADJ[/ST MANMOLE TO GRADE U 1842 11 FL I I j I it � I METER(TYP.) 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No. 24953 TWO WORKING DAYS G, ARr F DESIGN RECOM NDED BEFORE YOU DIG i M.M. - YERs&.ASSOCIATES ° No.50318 m Civil Engineering,Inc. w m DRAWN PLANNING-EWHIVEFRING•SURVEYING SHEE: UNAUTHORIZED CHANGES USES: The engineer preparing Exp 8/3x05 19 Spectrum Pointe Chis•Suite 609 CD these plans will not be responsible for or liable for unauthorized M.M. �eF��4CA926i0 6 OF 1 1 4 (919)599-(M 'CAUTION':Remember that the USA Center notifies (919)5990% only those utilities belonging to the center.There could changes to or uses of these plans. All changes to the plans must �T.1c,v►t_ �� - : tv� R.C.E. 50318 O r o� CHECKED DRAWING NO. o be other utilities present at the work site.The center be in writing and must be approved by the preparer of these plans. EOF CMDF '(�t z will inform you of whom they will notify. G.A.M. DATE : FILE NO. 01-0069-0118 I 0 O Dwg. Revision Date. 01124/2002 BY: M.P.E. 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Sta. 15+96.96 Hermosa Avenue - - _ . _ - - _ - --- - - Sta. 1+00.00 Waterford Lane Waterford D/- Heritage Ln. w � ti oa w0 o + j . M i _� $ ' A ,� c i I 1 I i Int, Sta. 19+91.93 Hermosa Avenue U,,�to w o o 0 0 i i Sta. 1+0000 Hentage Lane �-rn Z m M Um ' 1 i �! t � + II (n ' � GRAPHIC SCALE ' ` `1 N w w En m t I: ISO• (n I P 40 0 20 40 80 � Co I , � to � � i I to - - - - - - - - - - - - - - �- EDGE OF PAVEMENT �- -J�f - 59702' * - ► - ` 5 \, - � N00'19331E j •, - - , j ~ __ EXIST e•wATMWE PER TR 12,W • 721.05' _ >\ �. - i_- -_ - - - -icvvm owc No eswn-t -_- -"-- - - - ---- --- - -- __ -._ _ __----•- -- -,..--- - - __ i - ----- - - - - ------ - - --"- - - - - - - - -- - - ''- _ �,l Q� --EX/ST CURB _ ._.__ ,___ _ -_ - __ _ �._ ____-_ _ _ r; _-.-- -_.. _ . - - .-_.-___ ___. _-_.- _ --_ } it --_ -- �__ ___. _ __,_ -_.- - - -- - - - --_ _ _ IN FEET _ - - - Z is- _ _------ - ,: �ti - ai_ _ �._ _-_ _. 1..- .._.__ ., _ ..... �. _ ___ __. - ;i-- - - - - - _ f _ _- -- - Tx- - i-__ _ - SCAL E 1'=40' Q 15 � � 12 ,� 12 �,r _.__,� 13 0 14+00 15+00 m 1 +60 14 - 3 17+00 ; . 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SHORT--4- p N I,�I 7 Sta. 1+49.00 ECR ° N I N h U G See Detail E1=1816.82 See Detail A NOTE: STAKING OF STRE,=T � 7 -1 1- 7 D 6 SEE SHEET 4 of 11 M In �, Hi//side Road 7 7 Sheet 3 of I I 3 TREES IN THIS AREA 39 s 11 See Sheet 8 of I 1 Z WA TERFORD LANE PER L.M.D. PLANS CURVE TABLE See Sheet 4 of 1 I o BENCH MARK CONSTRUCTION !TENS r DESCRIPTION : ® A R L T 1O CONSTRUCT 3"(INCHES)MIN.AC PAVEMENT OVER 4"(INCHES)MIN. CRUSHED AGGREGATE BASE M FD 2"BRASS DISK AT SE CORNER A 90°00'00" 27.00' 42.4 P 27.00' 0,3A M 2O CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA C_o OF HERMOSA AVE& WILSON AVE. STANDARD PLAN 104: W=24"(INCHES) 1_ STAMPED "CITY OF RANCHO CUCAMONGA U BM 10103 1987"IN CURB RETURN O3 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 9 ELEV.= 781 .64 7 � 4O CONSTRUCT 4"(INCHES)THICK P.C.C. SIDEWALK, W=4'(FEET), PER CITY OF RANCHO RW p 15 CUCAMONGA STANDARD PLAN 103 rCURB FACE U) Q X O5 INSTALL REFL ECTANT MARKER PER CITY OF RANCHO CUCAMONGA S DIA-CORE CUT IN CURB 6•WYE Z CF) FACE WITH 4'CAST IRON ADDED 6 A.B.S. TO 4' CAST IRON DRAIN TRANSIT/ON Q JOIN EXISTING - -- _ _- ._ __ ,..._2808' _ _ -- ---(")I_ STANDARD PLAN 134 PlPEOUTLET. 6•A-B.S.TEE&GRATE @F.S. ZLCURB OUTLET SEE SHT. 7 05/11/03 a son- FOR CLEANOUT. CURB 6 GUTTER \ 7 1I � BERM TRANSITION 6O CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF 1"LIP DESCRIPTION OF REVISION DATE CITY Z /1798.76 FL) 8'CF TO 12"CF -All - �- - RANCHO CUCAMONGA STANDARD PLAN 101:= 16'(FEET) �, APPROVED - T __ _ . _ _ _ Z 13 _ _,___. O CONSTRUCT ACCESS RAMP PER CITY RANCHO CUCAMONGA STANDARD PIAN 102 1BOa47EG. - @SJ S-0 02 4.005 CITY OF RANCHO CUCAMONGA = 8' _ j 10 CONSTRUCT SPECIAL CROSS GUTTER PER CITY RANCHO CUCAMONGA STANDARD PLAN 106-8 xrsrnvG SIDEWALK (2s=O.oz 11 INSTALL STANDARD STOP SIGN PER CALTRANSR130"MIN. SIGN AND PAVEMENT EXISTWGCURB AND GUTTER R/NW rT04•A,8.S. PLAN AND PROFILE j____ - PROFILE REDUCER MARKING PER CAL TRANS STD. PLAN A240 (PROTECT IN PLACE) STREET IMPROVEMENT PLANS T / 12 SAW CUT&JOIN EXISTING AC PAVEMENT m Consbvcf 2"AC. !/ 1801.31 TC for LO Cap 13 CONSTRUCT AC BERM, TYPE D 1-8 PER CITY OF RANCHO CUCAMONGA STANDARD 6•To 4• Ca over4"Sand -- 7 b _7 -._' / p and/or Gravel. - O REDUCER TRACT No. 16193 z PLAN 104 14 ADJUST MANHOLE TO GRADE , Hermosa Avenue m 1 6•A.B.S TEE A GRATE @ F.S. UNDERGROUND SERVICE ALERT - - - - Y (2)4•DUt casrlaoN FOR CLEANOUT. 15 REMOVE EXISTING AC PAVEMENT, CURB& GUTTER I' @ S=0.02 Sta. 13+01.71 t0 22+69.49 Co ORE yo Call:Toll FREE A C Berm Detai/ 17 CONSTRUCT CURBSIDE DRAIN OUTLET-MEDIUM CAPACITY PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-B � APPROVED BY i DATE -, - p v G R°FESS/0 CITY ENGINEER T _ �L� ` Z Q p 1-800-422-4133 Hermosa Avenue 7 O JQ "V Illlam J. O' N(ei EXP. 12/31/05 R.C.E. No. 24953 (j U 18 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA s•wrE A.B.s �10 �'1 a.' MAR e O TWO WORKING DAYS "_ ' STANDARD PLAN 104: W=24'(INCHES) PLAN � oP "x ,P DESIGN RECOMMENDED o Sca/e: 1 10 BEFORE YOU DIG ; Z M.M. ZY C) 23 ADJUST GTE MANHOLE TO GRADE BY YI?RS&ASSOC] NO. 5[)318 m Civil Engineering,Inc. M PI-ANNING•F,N V NF.FRING•SURVf'VING IT 111111111111111 UNAUTHORIZED CHAN E U E he engineer preparing l Exp Br30105 � DRAWN 1V3},lxtr ,u:'n(1cIYr• -Suite t9N SHE .I ro these tans will not be responsible for or liable for, 24 RELOCATE POWER POLES BY OTHERS CURB OUTLET DETAIL Llcc Fumst.(:A V2fi}fI o p p unauthorized Q 2 M.M. ''°°'`"'°""' 7 OF 1 1 0 "CAUTION" Remember that the USA Center notifies (92 sa-O N.T.S. only those utilities belonging to the center.There could changes to or uses of these plans. All changes to the plans must 25 RELOCATE GTE MANHOLE BY OTHERS mT etvlt NP o g p g qT �`� CHECKED BY: L R.C.E. 50318 DRAWING NO. o vA other utilities present they the work site.The center be in writing and must be approved by the preparer of these plans. FOF CA0. _ z will inform you of whom they will notify. Q 26 CONST. 6"A.B.S. TO4"CAST IRON DRAIN TRANSITION/CURB OUTLET PER DETAIL HEREON G.A.M. DATE : FILE NO. 01-0069-01 8 0 Dwg. Revision Date: 05/14.12003 BY S7 PLO DATE. 051'22120(3 SHT OF i , Profile Scale , t Hon--. 1"- 40 FT. ( 1 t f f 1 Vert. 1"= BFT. ! 4 4- 1 , _ 4 1 I f __ ._ _. 5.._ � _ � _ -. { - •�. _ "-__� _.. ._ ... » ,.,.__-.i ,.. ..�.. .- ..- 1.. _.�, � � .. 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N 9 w C W� w '` + I ZU ° 1 g °Dr' c i I l I 00 /nt, Sta- 19+91,93 Hermosa Avenue =rn� 1-- U o c- U�� w g v 0 0 $' + I + Sta. 1+-Ol�AO Heritage Lane �a;ao w � Z I f Q co = Um I I + u I c� m l r c ( � 1 Nw w + � GRAPHIC SCALE - l N � �7 1 w I � � m io o 20 40 so J I � CO + / N 111111 ZZIC 597 02' ► __ 5 721.05• EDGEOFPAVEMENT J ♦ r � � _ orrsra•wAFt�+FINEPER rre.+asee � _ ------- -' - - -- -- _ __ __ ___ — _T— Q� EX/ST CURB - — / G - - — — — _ __ r»vs Ne>a5-wt�� _ (INFEET) 12 - - - - _ -- - _. - !y%_ - N'- - - - W- - --^ _ W- - - - _-- --_- =- - - - - --- - _---_---- -- -__-� SCALE. 1'=40' Q 15 12 12 13 0 IE 12 + 3 �� 4 14 15 00 m 2 +00 +l 14 + 1 60 � 17 00 + a + + •f E O AR7l7 933 19 00 00 � \ � 4.1 i 18 00 � � 21 131 .or 22+00 23 T Z_ - 19.66 _ . - _ _._ ? _ •� - _. _ _._._.. __._._ _. _-� _ _. _-__ -- .- _-_81 _,_. __ __._- _.__ _. _ ___ __.__ -- 0•�� _� -_ __-_t_ _ _.__ -- _ --_-.- _ -.._.__-__ . 10 9 A 1$� 15 {82% 1 cVi g34� S - ---- - -_— r�-- -- - T�-- _ - 1 \ �7Bt9b2f721 - - - - - �1IZF �24��,, �- - - - - - 1834.23 TL__ _ - --t 17 23 / I 18 1813.70 FL 7 --- - - 1826.08 FL - - - - - - - - - - - - +I 1801.31_72; Q I D.LONG=14' n! 4 ! / 1818.99 FL1833 56 FL N 1$ \18458.5 TC - o 1 Q U4 24 w m ,m REMOVE s 1845 18 FL =Q ` �C _/ co D.SHORT-3' N r - - 1800.64FL 2 m - "- - - -p-$rr- - - � - I � Z g • O �A� � � � 25 a. � � � o Q 42 41w / O D 17 1 m a Q D.LONG=18,75' °j II //`) d b z' I U T C 1+ l MA CHLINE + _ . T ' ,� 32- Sta.II I 1+49.00 ECR D.SHOR -4 c� U 7w � _ 7 I 1 1 E 8 T 4 D t // ,, 7 O See Detail See e a NOTE: STATING STREET G A i// / _ s �, � �, H s de Road SEE SHEET 4 of 11 TREES IN THIS AREA � U 7 Sheet 3 of 11 3 39 See Sheet 8 of 11 Z 7 PER L.M.D. PLANS s 11 WA TERFORD LANE 9 See Sheet 4 of 11 0 BENCH MARK CONSTRUCTION ITEMS DESCRIPTION : O CONSTRUCT 3"(INCHES)MIN.AC PAVEMENT OVER 4"(INCHES)MIN. CRUSHED AGGREGATE BASEHAEf? OSA A VAENUAE rn FD 2"BRASS DISK AT SE CORNER O CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CITY OF RANCHO CUCAMONGA 1O OF HERMOSA AVE& WILSON AVE. STANDARD PLAN 104:W=24 (INCHES) F- STAMPED "CITY OF RANCHO CUCAMONGA U BM 10103 1987"IN CURB RETURN O INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 ELEV.= 1781 .64 7 O CONSTRUCT 4"(INCHES)THICK P.C.C. SIDEWALK, W=4'(FEET), PER CITY OF RANCHO p CUCAMONGA STANDARD PLAN 103 U_ O INSTALL REFLECTANT MARKER PER CITY OF RANCHO CUCAMONGA g STANDARD PLAN 134 ; d O CONSTRUCT CONCRETE DRIVEAPPROACH PER CITY OF 15 DESCRIPTION of REVISION DATE CITY z RANCHO CUCAMONGA STANDARD PLAN 101:= 16'(FEET) in \ APPROVED o •IIDIN EXIS77NG CC/RB B GUTTER . _ __._ _ _, _._._ 28.AB O CONSTRUCT ACCESS RAMP PER CITY RANCHO CUCAMONGA STANDARD PLAN 102 — -- - --- (1798.76FLJ - BERM 7Ri9NS/T10N8'CF727 f21CF CITY OF RANCHO CUCAMONGA = 10 CONSTRUCT SPECIAL CROSS GUTTER PER CITY RANCHO CUCAMONGA STANDARD PLAN 106-B - _ U CURIE TABLE " 13,N f&7rJ47_E._G PLAN AND PROFILE 0 11 Of INSTALL STANDARD STOP SIGN PER CAL TRANS R130 MIN. SIGN AND PAVEMENT B STREET IMPROVEMENT PLANS ® A R L T MARKING PER CAL TRANS STD. PLAN A240 for m A 90°0000" 27.00' 42.41' 27 00' 12 SAW CUT&JOIN EXISTING AC PAVEMENT TRACT N o. 16193 ZZ 13 CONSTRUCT AC BERM, TYPE DI-8 PER CITY OF RANCHO CUCAMONGA STANDARD Consftct 2"AC, IXf.31 31 72;' Hermosa Avenue m UNDERGROUND SERVICE ALERT PLAN 104 Cap Over4"sand Sta. 13+01.71 to 22+69.49 co 14 ADJUST MANHOLE TO GRADE and/or Grave/ A chi ��FORE yo Call:Toll FREE O APPROVED BY / ( DATE - p v G 15 REMOVE EXISTING AC PAVEMENT CURB GUTTER _ _ __ _ o F E S S/ 1 b - I L � -)LA L 4- � `� z , R o CITY ENGINEER R.C.E. No. 24953 0 1-800-422-4133 Q ti �'lllam J. O' Neil EXP. 12/31/05 O Q 17 CONSTRUCT CURBSIDE DRAIN OUTLET-MEDIUM CAPACITY PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-B A. M q U � �� P�� ARTi l� DESIGN RECO NDE D o TWO WORKING DAYS A C Berm Detail 18 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF RANCHO CUCAMONGA BEFORE YOU DIG rn Z M.M. RIERS&ASSOCIATES STANDARD PLAN 104: W=24"(INCHES) Hermosa A venue 7 No.50318 m - Civil Fngin�ng,Inc. UNAUTHORIZED CHANGES & USES: The engineer preparing w '" DRAWN PLANNING•ENGINE+?RING•SUR�'1'YINci Si-IF 23 ADJUST GTE MANHOLE TO GRADE BY OTHERS "_ ' d E Br3orD5 A I.SI ec�Ym PA 92610 •suite(AN O these plans will not be responsible for, or liable for, unauthorized Scale: 1 10 (9.9,590«,0 7 0 "CAUTION":Remember that the USA Center notfies p p M.M. I9�9t 599-o.1 u O F 1 1 only those utilities belonging to the center.There could changes to or uses of these plans. All changes to the plans must 24 RELOCATE POWER POLES BY OTHERS sT�T CI I% ��`P CFi ECKE D BY: R.C.E. 50318 DRAWING NO. o be other utilities present at the work site.The center be in writing and must be approved by the preparer of these plans. FOF cAL�F° / ' z will inform you of whom they"notify. 25 RELOCA TE GTE MANHOLE BY OTHERS G.A.M. DATE : 7i FILE NO. 01-0069-01 `T I a 0 Dwg. Revision Date: 0112412001 BY. M.P.E. PLOT DATE. 05/2412002 SHT�_ OF . .1 - a. 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I ,.I - j -- � r 1 -0- 00 2 -f- 00 3 + 00 4 f 00 5 + 00 6 f 00 7 + 00 8 -1- 00 9 + 00 WOODS/DE PL. 1 f Int Sta. 1+00.00 H111side Road I sta. 23+18,01 Hermosa Avenue I I EXISITiNG I EXISTING EDGE ( , 22 CURB d l ( OF PAYMENT ` GUTTER I � -- -- -- -- -- \\ -- -- -- - - -- -- --- � 0 EXIST =iQ \\� ------------- 7:::� ---- ------------------------�— \`��------------ ------------ ------ L O � A CF fY FFtP 12 - ---- -- ---- - - --- c -- 12 {l,� - - - - __ - - _ - _ __... - - - --- -- - - - - I Y, T 91 ,32se4 �� i '111,11'� % 1 ga' / /� 3� �, ' '/" z�� / �� / ' ' �� "Z��i'�� _C_ � W - -rJ- -S- 4Q��x -1 _ -_- �- - - -- - - - --- - _- -- - - ------ --- _____-- -- _ .- - — --- - o 0 0 0 0 o y o o ° 0 0 0 0 � o o ° 0 0 0 0 0 0 � o^ o 0 0 0 ° 0 0 0 0 0 0 A - - - -� - � Is + -- V — — 1 --) - -- 14o 3 1866.47 TC / _Wg•92-N_ 4 14 I 1865.80 FL 1869.25 FL 1873.26 TC 187ti.89 TC 1880.28 TC 1861.19 TC 1872.59 FL 1876.22 FL 1879.61 FL MATCHLINE Sta.22+69.49 ECR - 1860.52 FL 4 0 TC=1857.64 I * I 26 - cr �., "_ e It") z V Cn J EXIST SIGN T � O1 Of 11 tl (b 4; � O O SEE SHEET 7 of 11 I I I n N �'�, x '�' x '\ h ,� k '` 2 2"' ON N it J 1 it ` 7 I I( XIST aR 6 6 6 7 6 6 7 v' z A , 32 31 3 29 28 27 9 HERMOSA A VE. o See Sheet 7 of >1 HIL 9SIL?,,E f? OAD 0M 0)Co �_3 9 �_x 0 [0) C 1VSTRUCTION ITEMS Z O g a O CONS7RUICT3'(INCHES)MIn.AC PAVEMENTOVER4'PNCHES)CRUSHEDAGGREGA7EBASE DESCRIPTION OF REVISION DATE CITY Z APPROVED Z 2 CONS777UCrCONCRE7FOURBAND GUTTER, 7YPEA2� PER C/TYOFRANCHO CUCAMONGA CITY O F RANCHO C U C A M O N G A STANDARD PL4N 104'W=24"(/NCHES) (7 CURVE TABLE ( INSTALL STREET NAME SIGNS PER C/TYOFRANCHO CUCAMONGA STANDARD PLAN 401 c9 PLAN AND PROFILE 0 No. A R L T O CONSTRUCT4'(/NCHES)THICKP.C.C.SIDEWALK, W=4'(FEM PER C/TYOFRANCHO 0 CUCAMONGA STANDARD PLAN 103 STREET IMPROVEMENT PLANS A 8926'18" 27.00' 42. 15' 2674' O CONS7RUCTCONCRE7EDRIVEAPPROACHPER CITY OFRANCHO CUCAMONGA for � OSTANDARDPL4N f01:W= 16'(FEE7) TRACT No. 16193 z CONSTRUCTACCESS RAW PER CITYOFRANCHO CUCAMONGA STANDARD PLAN fO2 Hillside Road Sta. 1+00 to 9+00 m UNDERGROUND VI ALERT GRAPHIC SCALE 12 SAWCUT&.roINEXISr7NGACPAVEMENT 00 40 0 20 40 80 ORE yOG Calt:Toll FREE 13 CON57RUICTACBERM, TYPE DI-8 PER C/TYOFR4NCNOCU15AM7NGASTANDARD I 7%111111111=11111111111111111111111111111 PLAN Ica APPROVED BY f /J DATE / "�- O -4 -800-422-4133 14 AD✓USTMANHOtErOGR4DE apFESS/0 CITY ENGINEER 1 -"��'t J. t�ti I ' )( L.< '\ Z Q P tiq SVilliam J. O fVs EXP. 12/31/05 R.C.E. No. 24953 0 U O TWO WORKING DAYS (IN FEET) �`�� -4 A, MARr� ,' DESIGN RECOMME NDEU o SCALE: I'=40' 15 REMOVEEX/S77NGACPAVEMENT, CURB&GU= 1 O Z FPYFRSR ASSOCIATES BEFORE YOU DIG M.M. 'P if C) No. 50318 m Civil Engineering,Inc. 18 CONS77?UCTCONCREIF CURB GUTTER, TYPEA2�8 PER C/TYOFR4NCN0 CL1l^AMt7NYiA M DRAWN PLANNING•ENGINF('.RING•SURVEYING YING S H E E l C6 UNAUTHORIZED CHANGES 8� USES: The engineer preparing W STANDARD PLAN 104.•W=24"(/NCHES) � Exv er3oros Z1 19 Specbnm Pointe I�"e•Soil,nc>v ep LAkt'CAUTION":Remember that the USA Center notifies these plans will not be responsible for, ("q Forel.70 92610 0 or liable for, unauthorized O (9Y 599 f>R,I o 22 Cays7R7UCTf'ACOVERLAY M.M. (949)599011 8 OF 1 1 only those utilities belonging ro the center.There could changes to or uses of these plans. All changes to the plans must �• crvl'` �� o be other utilities present at the work site.The center be in writing and must be approved by the preparer of these plans. 26 REZOCA 7FSIGNS �rFOF CAI�FO� CHECKED BY: R.C.E. 50318 DRAWING NO. z will inform you of whom they will notify. ci G.A.M. DATE : �L FILE NO. 01-0069-01 1 l .a 0 DKV Revision Date 01125/1002 BY: M.P.E. PLOT DATE: 05/2412001 SHT OF i FBN Pro S_ IP ION :'Tflonz 1 F BRAss'DISK A St C RNERBFT.vert 1 RMOSk AVE WfL501V 1R1/E. {{{ 1 J' I :.: k ._,_ __._: __. _- ____. ._.. �___. ___. ..__ v. . _. .__. --. _ _._ ._-_ .-__ _._ __ _-._.. _._ _ -_.__ _. ___ ____- . StAMPEI� C1TY�JF NCHO CbCAMOIVG ._._ ._... _ __: .._. . _. . ._. } -._ .. I _. _.. __ ___ _. _,_ i } { B1.1 1010, 19 7-INC Ro R&URN 1 __.. ._ . r � 1 E � k 4 # r i � rir � t I � t t i ! I . �_j Fill' 1 t i : i f , , 5 - ! i r t ! a R } I i I w� I ; } t I � I �_�__ . _. . ._ __ _�.-_s t i 1 , I � I w io Fn _ Jai42.6 I t I { I I w 1 •� tl . i } ._.( _._.4. t_.__.,.- o I o f � } 1 y } rOF _. : : : �:, 4 1 j V - t t^ { { f- i w A I _ .. _•_ _ V. _ _ _v_ _ P 1 STA 13.25 S A 11 75 .. ._ ,_ .�. T . _. ._ . .... .r_.1 __. �'� i 'j-, J-6-1 "I T------ ren i � ! : � ► f � 1 I I21 } 1 � 9 +- 00 10 +- 00 11 +- 00 12 +- 00 13 -1- 00 14 +- 00 Int. Sta. 14429.84 H�/side Road FUTURE ST.LIGHT FUTURE ST LIGHT Sta. 13419.35MaybenyAvenue EDGE OF PAVEMENT 22 Kk =C IS Cp 12 GJAI~ 1'2 12 + r jAf / fri {� 84 — '1i 7I8�� 1 i . O 1 i i ,d8� % `C \ zz r^ r^ _ 1 vJ J ------ -- --- --- _ ---- -- 1- —- - -- - - - -� -- -- - -- . A --- ------ v ------ { r o o ° o o ° --Y- ° --°—� ---- o 0 0 --�_ y _ o ° __ o °_ _ 1 ° o o _ o o �/' - - \ Q 189259 TC 189637 TC g CO MATCHLINE 1883.71 TC 4 � — 4 1891.92 FL 14 W9570FL I Sta. 12+69.94 ECR g 1883.04 FL 1886.62 FL 9 I TC=1894.92 U h N , I I SEE SHEET 10 of 11 zC) C'o `? `i g g obi 8 ca I O Joy _ ++ OD w O � o I1� I I ! U 0a) — w `.° Z LL cwn 6 g 7 � � i O 7 1 2 2Ad 27 26 5 1 II 1 I �� 01 CID MA YBERRYA VENUE See Sheet 10 Of 11 HIL SID,,E f? OAD 0 CONSTRUCTION ITEMSLL Z OCONSTRUCT 3'(INCHES)min AC PAVEMENT OVER 4'(INCHES)CRUSHEDAGGREGATE BASE 0 DESCRIPTION OF REVISION DATE CITY Z APPROVED — O CANSTRUCTCONCRETECURB AAD GUTTER, rYPEA2-8 PER CnYOFR4NCH0 CUCAA4nVGA o CURVE TABLE STANDARD PLAN 104:W=24"(INCHES) 12 CITY OF RANCHO CUCAMONGA 2 No. R L T O caysrn/xrs'(/LACHES)THICKP.C.C. SIDEWALK, W`4•(FFF_77 PER CIrYOFRANCHO CuCAMONGA STANDARD PLAN 103 PLAN AND PROFILE 0 A 90'3146' 27010' 4266- 2725' STREET IMPROVEMENT PLANS Of 1n OCONSTRucrcoA^,RETEDRIVEAPPROACHPER C/TY0FR4NCHGCUCAMONG4 for LO STANDARD PLAN 10 f:W= 16'(FEE7) TRACT No. 16193 z UNDERGROUND SERVICE ALERT GRAPHIC SCALE O CONSTRUCTACCESSRAW PERCrrYOFRANCHOCUCAAKWGASTANDARDPLAN fO2. Hilside Road 9+00 and 14+29.84 Co OR Y 40 0 20 40 12 SA WCUT6J0/NEXIST/NGACPAVEMENT A Call:Toll FREE o O APPROVED BY �ilr.', � L / DATE z v G 14 ADJUSTMANHOLErOGR40E µ o CITY ENGINEER Q o 1-800-422-4133 �o O A Mq/ 9� O Q N J. O' Neil i EXP. 12/31/05 R.C.E. No. 24953 �j U G1 IN FEET O DESIGN /T RECOMMENDED 0 TWO WORKING DAYS ( � 15 REMOVEEXISrnvGACPAVEA•fENT, Ct/RB8 GUTTER �' " ti �ajVV, SCALE: 1'=40' rn M.M. BEFORE YOU DIG Z YERS�ASSOCIATES UNAUTHORIZED CHANGES 8c USES: The engineer preparing 18 CONSTRUCT CONCRETE CURB AND GUTTER, TYPEA2-B, PER C/TYOFRANL^HOCUC41MOAr^rA O No.50318 m Civil Engineer;ng.Inc. W m DRAWN PLANNTW;-EN(:INF.F.R1N(;•SUR%'EYIN(i S H E E 1 STANDARD PLAN 104'W=24'(/NCHESJ cL E,cp e�olo5 � 19 Spertrvm Poinlc[hivc•Suitc U09 these plans will not be responsible for, or liable for, unauthorized (94)599 t•CA9z6xr o4 M.M. (949) 709 OF 1 1 'CAUTION':Remember that the USA!;enter notifies s e' i9a9,s99 OR on those utilities belonging to the center.There could changes to or uses of these plans. All changes to the plans must 22 CONS 1'AC 0VERLAY CIV11_ �a` BY: R.C.E. 50318 ry 9 9 g P 9 P ��FoFCA�IFoa CEiECKED DRAWING NO. z be other utilities present at the work site.The center be in writing and must be approved by the preparer of these plans. will inform you of whom they"notify. G.A.M. DATE : Z FILE NO. 01-0%V-01 leg 1 0 DAV Revision Date: 0112512002 BYl M.P.E. PLOT DATE 05124/2002 SHT OF CURB EA CE 8" TO 6' 1 [ i ' i i T S/T10N y , � . s , , { � Profi/e SC9le f I f i L 42.41': 4 1 i } t . t , � r i F I 4 � • jj Ho/rz 1"= 40 FT. { f v, o %. ,w S 1/ert. fw 8 FT � 1 f 1 f 1 t 1 _ , i , i r k ! . _.# < . _.- _ � , � ,n1 �•. 1. .... _ _- __,.�_,._ .....-.�. ..}..�_.- __. _... -- - ._. - __ __. .__..._. ._- ._.-_ .._.... ,--.. . __ _ .. .. _ __ _.�.. + _ _ .. .__ d 1 •� qj do 7p o "St ti (y _ J 11 ` ! � I T of e t p lA'b 1 t ^., , „ f l ►, L. } IJk i A 4 4 ,4 i ( ( " F:4CiG 8 TOO V � ! TAS I r , I , W I ' /t/ON f E t. t d Sl g V%n a numf tv t 7 C i ; l 1 i ^ t7 �. O tc I 1 i i �. p I� _ I - � t � � �. V/�ST - 1 $ - j l # t !! >*rrr9 +>o t f ! '"opts p e - } I P + N 11 1� {/� { : I + P 1 ' ' i - � i } 1 i /f 5#TA 4+t50 ! 1 Fit $ ° I I - ' c� i m PIj'/ELEV 124.,58 C ! � ., i .Pafia/ , Pafi�/ j j f 2lX)-00 VVI, if �tX) VC k 1 { � � � � ►� � � � . N I ' t i + I I i P r \. , I ` O 1 I � �� Q ^ _. _. ^ j It. W tl 4 y k '¢ ! ; i?,f k i 1 ! ; -7�� t- a � � �I. t � t � 1 .� � i I .1 � +� _t �- d,}._ .. .. . _.. -_ _.i_ .}. _ _ _f,. . _'_ _ _4• .. ._�_---i_ t d } I 'C .._ P { 1 f $ a ( 1 - 1 t r � -1, 1 3 f 00 4 --o- 00 5 + 00 6 -� OD 7 -,- 00 8 �- 00 9 -1- 00 O �- 00 11 + 00 12 + 00 13 �- 00 14 f 00 15 �- 00 CAPRIDRIVE C Int. 31a. 5+31.71 MAYBERRYAVENUE H/LLS/DEROAD = P See Sheet 4 of 11 sta. '9+42 '7cAPR/°R'VE See Sheet 9 of 11 I ' GRAPHIC SCALE 40 0 20 40 80 I III I II I I II I 7 I III t I I I 7 7 � I � � i Oji I i II U I 7 7 U III f II W 6 �; d ZM o I III i " 6 ^ /� W i 1 I I I I 1 o MATCHLINE ALA . R. 23 N a 24 °' -,c°'c IN FEET 2 + L I I I "� Sta. 18+97.17 22 `� +� 6 ( `� _ + �i I I I ! 1 ( ) C11) N, � 1 ES TA BL /SHED PER I � N W I ,I SCALE: 1'=40' + o o O ^ TC_ 1844.72 EXISTING W I I I I cn h F4 0 ch Co FL- 1844.22 . � DRIVEWAY Q = U" SYa. 18*97 f7BCR I 11-- ,1 DR VEWA cry co U I 11 G See Detail �-6 C - a q V SEE SHEET 4 of 11 �. 2 U)I`_ U, El=1842.98 98- - � `' '' INS T. 46,9-24,34664 O. R" FD. 1"I.P.AND TAG 11 w I , EMI ,rWA,EMRVE .. + to I I I Int. Sta. 13+19.35MaybenyAvenue jSTAMPED"LS4452"PER 1 IYI (0 I PER C(WD 028- NO ,1 18�86 TC •. • � 1pB-02-75 "J � PARCEL MAP NO.8587 TO �0� L c^p I I I I � Sta. 14+29.84 Hi//side Road 1 1840.3?TC BE DESTROYED I • 1839.82 FL A A / 1846.20 TC 4 1854:09 TC 1871.69 TC DURING CONSTRUCTION h h 4 1894�65F�t I\ 1 I � I 1845.80 FL 1853.59 FL p p 1871.19 FL I 1893 J ® B� o _ ---- --- -- - - - - - - --------- __ _ - - - -- - - ------ - ----- ---------- - 4+00 '�`\ . "_ \ - 5+00 10 --- - - - 7+Op - m m 15 _ o_ "8X00_ - - - - - -- T1+0� - - " - - - - 3 ?O+Op-- - - -- - - - - -- 'T"f 100 - - - p g9= G _. 1cJ ..__ -- - - - - - Q+ 6+00 .} - m �, - - ---- - -+ --- - -- - -------- - - - - -- --- -- - - - P T2 13+0 19.35 i __ 1 12 5 12 / r _ --�_- - - -W- -V-- W. �'� - W- - #N- - - - W- - - - - - - W- W- - - - GV- _ W- - - - /' �• , Z - �- N00°�T36"E 183.92' -A _ _ _ -_--------_- - _- -__. -_- -_ ° " O -v - - - � _ � -_ N00 1 T36 E 787.64' - - - - - - �-1"I.P.AND TAG STAMPED See Detail LS4452 PER PARCEL MAP 1"I.P.AND TAG I U F EXISTING CURB Sheet 3 of 11 3 PLOAC587 PROTECT IN PARCEL MAP NO.8587 I O PROTECT IN PLACE I I I Z LL YB�Ef?f Y A VAENUAE BENCH MARK (MAP PARCEL LINE FOR THIS CURVE TABLE MONUMENT RE-CONFIGURED U DESCRIPTION : CONSTRUCTION/TEMS BY PARCEL MAP NO. 8587) No. R L T � FD 2 BRASS DISK AT SE CORNER A 910°ObtN7" 2700' 4241' 2700' o OF HERMOSA AVE� WILSON AVE. STAMPED "CITY OF RANCHO CUCAMONGA 1O CONSTRUCT3'(/NCHES)M& ACPAVEMENT0VER 4'(/M^HES) U BM 10103 1987"IN CURB RETURN CRUSHED A GGREGA TE BASE Qq ELEV.= '1781 .64 7 O COYVSTRUG'T CONCRETE CURB AND GUTTER, TYPF"-6 PER C/TYOFRANCHO CUCAMONGA STANDARD PLAN 104.•W=24' (INCHES) a 11. � OINSTALL STREET NAME SIGNS PER CITY OF / co RANCHO CUCAMONGA STANDARD PLAN 40 f Q g TRANS/T/ONPER C/TYSTANDARD PL4N4016 a O CONSTR[K T 4'(/NCHES)TH/CKP.C.C.SIDEWALK, W`4'(FEET) y CITY PER C/TYOFRANCHOCUG4MONGA STANDARD PLAN 103 � -_ - - - - - DESCRIPTION OF REVISION DATE APPROVED Z 0 O INSTALL REnECTANTMARKERPER C/TYOF U RANCHO COCAMONGA STANDARD PLAN 134 CITY F RANCHO / CITY R/W _ O CUCAMONGA _ 1829 05 TC U OCONSTRL/CTCONCRETE DR/VEAPPROACHPER CITY OF / - 13 3 - PLAN AND PROFILE 0 RANCHO CUCAA40NGASTANDAROPLAN101:=16'(FEE7) TF^W �- 1F"tN 16• - !6'x,1 �-`-- STREET IMPROVEMENT PLANS m O CONS TRUC TA CCESS RAMP PER Cl TY OF RANCHO COCAMIONGA STANDARD PLAN 102. /N EX/STEP for kn TRACT No. 16193 Z 10 CONSTRUL^T SPEC/AL CROSS GUTTER PER C/TYOFRANCHO C[JICAMIDNGA STANDARD PLAN 106-11 Z UNDERGROUND SERVICE ALERT 11 NVSTALL STANDAROSTOP SIGN PER CAL TRANS RI30'M/N. SIGN AND PAVEMENT BERM TR4NS/T/ON0"CF T08"CF Mayberry Avenue m MARK/NG PER CAL TR4NSSTP PL4NA240 Sta. 3+47.54 and 12+69.94 OD �F OR Y \\_-JOINEXIST EP DATE •, a O C3 OG Call:Toll FREE 12 SAWCUTB.10INEX/S7TNGACPAVEMENT APPROVED BY 1 �� Ci VLpfESS/O CITY ENGINEER _'i LL 0 1-800-422-4133 Q ? tiq 'William J. O' Neil EXP. 12/31/05 R.C.E. No. 24953 �j U AY 13 S�UCTACBERM, TYPED+BPER C/TYOFRANChl7CULitMb/VGASTANOARD AC Henn Detail ��'�r�� A MA'pT� �tc`y DESIGN RECOM ENDED o TWO WORKING DAYS cv �, y BEFORE YOU DIG 14 ADJUSTMANHOLER7GRADE MayberlyAvenue '1 `' M.M. f) o ,/ ,/ Z YF.RS&ASSOCIATES Sea/e: -/0� No.50318 m Civil Engineering,Inc. UNAUTHORIZED CHANGES & USES: The engineer preparing - w m DRAWN P� N"N�7•EN(iMF.ERING•SURVF'VING 15 REMOVEE"S77NGAC PAVEMENT, CURB d GUTTER Exp 8/30!05 Z1 19 a e.-t,PA 92 Ihivc•Suite 609 SHE l e0 these plans will not be responsible for, or liable for, unauthorized Lhc F.-t, 9z6}(P o "CAUTION":Remember that the USA Center notifies M.M. (949)59999 098 1 O 0 F 11 9- only those utilities belonging to the center.There could changes to or uses of these plans. All changes to the plans must 18 CONSTRucrcoNCRETECURBAND GUTTER, TYPEA2-B, PER CIv11. �`� BY: R.C.E. 50318 q willother utilities ofpresent whom at the rk site.The center be In writing and must be approved by the preparer of these plans. Cl TY OF AANCHOCUC4MONGA STANDARD PLAN 104:W=24" �TFOFCAItFO� CHECKED DRAWING NO. Z will inform u of whom the will Yo Y �biY• (INCHES) G.A.M. DATE • FILE NO. 01-0069-01 I I 0 Dwg. Revision Date. 0112512001 - BY M.P.E. FL 07 DATE. 05/2412002 tj SHT I OF