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NG VIS TRACT NOs 1GROVEDIAVENUE TA GENERAL NOTES fl<111V oft � - CON►STRUCTIONr irotE$ EST IMATE OF a U A N T I T I E S 1• AtL WORK SHALL BE DONE IN ACCORDAVt'E WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA ` I STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT - REnDvE EXISTING CURB AND GUTTER - SEE OETAM SHEET 1 OF 12. ITEM DESCRIPTION QUANTITY UNIT REMARKS EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO �. 1414: (�' THESE STANDARDS AND SPFCIFICATIONS. 2 - REMOVE OR RELOCATE EXISTING UTILITY POLE 2:1 MAIC. t'PER FOOT PARKWAY SLOPE 4.5' 3 - REMOVE EXISTING HEADWALL - SEAL PIPE WITH BRICK AND MORTAR 1. REMOVE CURB i GUTTER 00 L.F. Z. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES. WATER METERS. CUT SLD PE LEVEL D.IS' RELOCATE UTILITY POLE 3 EA. LIME 6"C.IT S:I MAX O4 - CONSTRUCT A.C. PAVEMENT AND BASE PER TYPICAL SECTION VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RICHT-OF-WAY FILL SLOPE 3. REMOVE E>tlSTiNG HEADWALL 2 EA. LIMITS OR IN IIDJACFNT AREAS WHERE IMPRO/FMENT WORK IS TO BE DONE SHALL 8E REMOVED CONSTRUCT CONCRETE CURB ONLY PER STD. N0. 301 . MODIFY TO 6- HIGHEXCAVAZION 4 GRADING 10 243 CY. CUT ONLY - IN STREET RELOCATED OR PROTECTED IN PLACF AS REQUIRED AT NO COST TO THE CITY OF RANCHO CONSTRUCT CONCRETE CURB AND 18" GUTTER PER STD• NO. 303 CUCAMONGA. CONST. A.C. PAVEMENT 5. A.C. PAVEMENT I oat TOMS Q25' THICK0.25'TNICK CO&M SIDEWALK PER CONSTRUCT CONCRETE CURB AND 12- GUTTER PER DETAIL ON SHEET 12 STr'.EET TS25-3 G!o EA. 3. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAYING STAKES SHALL BE UST. CURB 4 GLITTER PER STD. 310 WI RE SNOWiV 0 - CONSTRUCT A.C. DIKE PER STD. NO. 313 7. l0" CURB I IZ" GUTTER 3 740 L.F. SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEYA- DETAIL OI11 314EET 12. ON PLAN. O - CONSTRUCT CONCRETE SIDEWALK PER STD. NO. 310 a. . STREET LIGHTS 14 EA TION AND AT NOT MORE THAN SO FOOT INTERVALS• ADDITIONAL PAVING STAKES MAY BE REQUIRED 0 - CONSTRUCT CONCRETE CROSS-GUTTER AND SPANDREL PER STD. NO. 308 '• CONCRETE 51DEWALK 4.523 S.F. W=4' NOT INCL. CURB WIDTH BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. TYPICAL SECTION - INTERIOR STREETSCONSTRUCT CONCRETE CROSS-GUTTER PER DETAIL ON SHEET 1Z R=B1R�PER 10• CONCRETE CROSS CUTTER 4 SPANDREL 1,441 .F. LUDE5 CURB IN RETURNS 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE 11 - - Z - CONSTRUCT CONCRETE DRIVE APPROACH PER STD. NO. 305. I. CONCRETE DRIVE APPROACH OR EQUIVALENT 3 EA . AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY SCALES : NORIZ. 1"-10' i VERT. 1" 4' O MODIFY AS NECESSARY TO RECEIVE DRAINAGE FROM EQUESTRIAN TRAIL IZ URB OUTLET STRUCTURE 2 EA. PER STV. 50(c. OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. EASEMENTS AND PROVIDE COARSE FINISH ACCEPTABLE FOR EQUESTRIAN USE. 3 CONCRETE LOC MF-5510N 2 EA. @- COLD PLANE A.C. PAVEMENT 1/40 DEEP FOR EQUESTRIAN TRAIL CROSSING 14 4 ' CATCH BASIN I EA. PER STD. 5OZ. S. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR . O - CONSTRUCT CURB OUTLET STRUCTURE PER SIO. NO. 506. W03'. A-B-S' 15 9 ' CATCH BASIN I EA. PER STD 502. RIGHT-OF-WAY. C.-D.-3' .E-F-5' . CURB TRANSITION-9.17' .P1PE TRANSITION-3' . CURB FACE-10'. TOP FINISH SHALL BE SUITABLE FOR EQUESTRIAN USE. I 28 ' CATCH BASIN Z EA. PER STD 505. W. IE.*Ad OS - CONSTRUCT CONCRETE LOCAL DEPRESSION PER DETAIL ON SHEET 12 17. 18" R.C.P. 08 L.F. 6• COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL 18. 21 " R.C.P. t Z5 L.F. GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCA- ©- CONSTRUCT CATCH BASIN NO. 1 PER SIO. NO. 502. W�4' UNLESS NOTED MONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY EN- il' ZZ� Z2' !1' OTHERWISE ON THE PLAN 19 24" R.C.P. l L.F. GTNEER. FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. CIDUC. MASONRY w LL OR Q- INSTALL 18. 12500 R.C.P. O STREET SIGNS 3 EA. 1 SPLIT RAIL FENCE (SEE 2:1 CUT 8 - INSTALL STREET NAME SIGN PER STD. NO. 401 f TRAFFIC REGULATORY 516NS 18 EA. STOP NO PARKING ETC. T. AT THE COMPLETION OF PAYING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGI- GRADIN6 PLAN) SLOPE NEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY Oil CONTENT AND 1.0% 9 - INSTALL 24'-Rt STOP SIGN PER CALTRANS STDS. 22. 2.5' CONCRETE DRAINAGE SWALE 1.310 L.F. SEE GRADING PLAN S 1 FILL 23. 'TEXTURED EQUESTRIAN CROSSING I EA. COLD PLANE ONLY-SEE6RADrMG PLAN GRADATION OF ASPHALT SURFACING. SLOPE - INSTALL W43 EQUESTRIAN CROSSING SIGNS PER CALTRANS SIDS. I - INSTALL W53 NOT A THROUGH STREET SIGNS PER CALTRANS STDS. Z4 B. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. EXISTING A.C. PAVEMENT 2 _ N 1 Z5. _ THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- ® INSTALL R?6 NO PARKING ANY TIME SIGNS PER CALTRANS SIDS: GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A EX)STtl11e3 CURB Q ID " GUTTI'cR SURFACE SUITABI.E WATTVMATERIAL- ®3 - INSTALL 48- C•M.P.. 12 CA. QUALITY BETTER THAN THE NATIVE MATERIAL. TRACT N 0 . 12237 - 2 FOREOUESTRIAJd USf - INSTALL FLARED END SECTION PER CALTRANS STD. NO. 094. A-180. 8-270. H=12'. L-78'. W-90' TOE PLATE SHALL BE ADDED AND 9. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS STERILANT REGISTERED BY SECURED TO SKIRT. THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFAC- TYPICAL SECTION - HERMOSA AVENUE ® - CONSTRUCT 4- THICK CONCRETE SLOPE PAVING. REINFORCE WITH ESTIMATE OF Q I E S TURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. SCALES : NOR IZ . I"- 10' ; VERT. I"=4' 6 X 6 10 X 10 STEEL MESH. I TEM DESCRIPTION QUANTITY UNIT REMARKS 1 O. ESTIMATE OF QUANTITI TES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE • ®- INSTALL 5800L STREET LIGHT. DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES A50IVRY WALL ® - CQNSTRUCT 20' CATCH BASIN NTD POO. PER S . 110. 305 L=23.0, I. EXCAVATION 4 GRADING 7740 C.Y. CUT ONLY. BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECI- (SEE GRADIN6 PLAN) 4 + C.F. OPENING, V DEPTH A8 SWOWN PER PLAN. Z. A.C. PAVEMENT l 142 TONS 0.25' THICK FICALLY LISTED 1N THE ESTIMATE OF QUANTITITES SHALL BE CONSIDERED AS INCLUDED IN THE ®- CONSTRUCT CONCRETE DRIVE APPROACH PER STD. NO. 306. 3. b" CURB 4 IZ" GUTTER 4613 L.F. OTHER ITEMS OF WORK. N.fZ / 30' 30' MODIFY TS NECESSARY DEOCRARSEV DRAI AGE FROM EOUESTRQUESTR IRAN USE. 4 8" A.C. DIKE 144 L.F. 11 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD FREE. ORDERLY STATE. �� 3.R/W a CONCRETE 51DE WALK 21458 S.F. W=4' WOT INCL. CURB WIDTH)- THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 12' 18' 113' !2' b CONCRETE CROSS GLITTER 4 SPANDREL 932 S.F. INCLUDES CUR5 ILI RETURUS EX15T1 6 S. IR 1w 7. CONCRETE DRIVE APPROACH OR EauWALEKIT 5 EA. 12. ALL SEWER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. MAINS OR CROSS- 2:1 Cl IT B. CURB OUTLET STRUCTURE 2 EA. INGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 1 8 SLOPE EXISTW& 9 CONCRETE LOCAL DEPRESSION Z EA. ' RETAINING 13. PRIOR TO INSTALLATION OF ANY PAYING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE a'C.F. _ -a? - - 4 AT 10. 4' CATCH BA51N I EA. CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFYl R-YALUE. -- I ►. 5' CATCH BASIN I EA. SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. G `CONST. A.C. PAVEMENT "� Z.I FILL 12. IB" R.C.P. 133 L.F. 0.25' TF11CK FUTURE SLOPE 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE E&Ulff"lAM TRAIL 13. STREET LIGHTS _ 12 EA. ExISTINCa GRADE AT 4+00 IMPROVEMENTS CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE (SEE GRADING PLAN) 14. STREET TREES x 5 EA. REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR 15. EQUESTRIAN TRAIL /ORAWAGE OUTLET I EA. APPROVAL. ' 1 b. 2.S• CONCRETE DRAINA6E 5WALE Z4 O LF. SEE GRAD1146 PLAN 1S. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CON- YYPICAL SECTION - VISTA GROVE STREET 17. TEXTURED EQUESTRIAN CROSSING I EA. COLD PLANE ONLY-SEE GRADING PLAN STRUCTED AT EACH INTERSECTION. SCALES : NORIZ. I'*10' ; VERT. t"=4' EXf5T`IM6 CURS 1 6UTTER 18. REMOVE CURB 4 GUTTER 5 LF. TO BE REMOVED 19. REMOVE EXISTING HEADWALL Z EA. 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION. NOTE IMPROVEMENTS 1111 VISTA GROVE I� Z0. STREET SIGNS 3 EA. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING# STREET ARE TO BE DEFERRED r UNTIL FUTURE ALTA LOMA f SAW CUT 21. TRAFFIC REGULATORY SIGNS 21 EA. A. SAN GABR1El VALLEY MUNICIPAL WATER DISTRICT STORM DRAIN FACILITIES CAN ' _ - MR. BOB STALLINGS (213) 969-2718 BE CONSTRUCTED. ( _ FOR BASE LINE ROAD CONSTRUCTION ID. GENERAL TELEPHONE (800) 422-4132 FOR UNDERGROUND SERVICE �- REPLACE A.C. 0.2.5' TRACT N 0 . 12237 C. SOUTHERN CALIFORNIA GAS COMPANY (714)529-2889 2191 E. BIRCH STREET (714)529-7070 BREA. CA. 92621 CURB AND GUTTER REMOVAL DETAIL t ESTIMATE OF Q TIES � D• CUCAMONGA COUNTY MATER DISTRICT (714)987-2591 I TEM DESCRIPTION QUANTITY UNIT REMARKS 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA. CA. 91730 EYCAVATION 4 GRADIN16 3,010 C.Y. CUT DAILY 2. A.C. PAVEMEKIT 851 TONS 0.25' THICK E. METROPOLITAN WATER DISTRICT (714)593-7474 • 3� 8"CURB 18" GUTTER 317 L.F. P•0• BOX 54153 TRACT • 4, "CURB IZ" GuTrER 2135 L.F. LOS ANGELES. CA. 90054 S. CONCRETE SIDEWALK 4,160 5F. W-4' NOT INCL. CURB WIDTH) •F. PACIFIC TELEPHONE COMPANY (714)999-5639 b. CONCRETE GUTTER 4 SPANDREL 904 5.F. IMCLUDE5 CUM IN RETURU5- 7. TEXTURED EQUESTRIAN CROSSING 1 EA. SEE GRADING PLAN •' KEMOVE EXISTING HEADWALL 3 FA. TRACT NO. 12237-1 - ESTIMATE OF QUANTITIES - VISTA GROVE ONLY N0. 5 CONCRETE DRIVE 'kr':;tOACH OR E4UIUALENT 2 EA. lo. STREET LiGHiS _ i 1 EA. ITEM DESCRIPTION QUANTITY UNIT REMARKS TRAC 1. 2.5' CONCRETE DRAINAGE 5WALE 1220 L.F. SEE GRADING PLAN 2. AX CA AVEMENT1. ECVATIONND GRADING Z Z64 TON G. ,� .r RANCHO "_tCAMONGi CITY L�MIyS , 12. STREET TREES 51 EA. 3. 8' CURB 1 113" GUTTER b5(o L.F. _ 13. STREET SIGNS 3 EA. 4. 8" A.C. DIKE (65(o LF. 5. STREET LIGHTS 3 EA. P OJECT SITE I 12237 I 14. TRAFFIC REGULATORY SIGNS 13 EA. PREPARATION OF BASE L.S. NO. 1 15. 48" CMP DRA IN 15 L.F. 7. STREET TREES 23 EA. I~ # Ib. 4: 1 TAPERED END SECTION I EA. 8. '/Z CRO55 GLITTER AND SPANDREL 450 S.F. u1ii W F 1 9. STREET SIGN I EA. 12237- 2 17. BANK PROTECTION 400 aF. W I3� '^ u=i HILLSIDE ROAD WI LSON AVENUE Ig 1 Q?'pFESS/o 0 < In TRACT ' ��' �t � kvDB Afi'R e� DRIB 4 GUNxtOt flRAtNS 1b I.of ?* 0°I.22 gzw I 5 No. l3 1�L'yGRIPTloN or- RCVlolors pATlc A�RoO'Tval, _ = 1 Exp. . i CEYLON BENCH MARKS ,� CITY OF RANCHO CUCAMONGA CEN AVENUE ' NO. O CAI ORIGIN BENCHMARK CONSTRUCTION BENCHMARK NO. 1 ' B.M. NO. 76 - S.B. CO. FLOOD CONTROL DIST. 2 INCH IRON PIPE WITH BRASS CAP STAMPED• � VICINITY MAP, INDEX MAP, GENERAL NOTES . MONUMENT WITH BRASS DISC STAMPED 1947 CTR. SEC. 23. T 1 N. R 7 W. L.S. 3002 ESTIMATE OF QUANTITIES , BENCH MARKS, HIGHLAND AVENUE ! ON THE S. SIDE OF WILSON AVE. t THE EAST 1978. IN THE CENTFRLINF OF HERMOSA AVE. TYPICAL SECTIONS , AND CONSTRUCTION NOTES SIDE OF THE ALTA LOMA STORM DRAIN CHANNFL AT THE S. BOUNDARY OF TRACT NO. 12237-1 NINETEENTH ST. ELEVATION, 1757.39 ELFVATtON# 1948.94 5TRACT NO'S. 12237-1912237- 2 AND 12237 12237- 1 CONSTRUCTION BENCHMARK NO. Z CONSTRUCTION BENCHMARK NO. 3 If I CHIS. SQUARE IN TOP OF W. CURB OF HERMOSA CHIS. SQUARE 1N TOP OF W. CURB OF HERMOSA AVE. APPROX. 655' N. OF THE S. BOUNDARY AVE. APPROX. 1252' N. OF THF S. BOUNDARY APPROVED BY DATE - 12-L-83 SPECIAL MOTE FROM PRIVATE ENGINEER TO CONTRACTOR CITY ENGINEER R. C.E. NO. 23889 SHEET 2 OF TRACT N0. 12237-1 OF TRACT NO. 12237-1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ELEVATION, 1990.50 ELEVATION, 2023.48 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. DES IGNRECOMMENDED - CONSTRUCTION BENCHMARK NO. 4 CONSTRUCTION BENCHMARK NO. S INCLUDING SAFETY OF ALL PERSONS AND PROPERTY# THAT THIS REQUIREMENT SHALL ASS C I ATED ENGINEERS er�bs. -pr APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS# AND THAT F.R.W. 3 A.M. 316 EAST E STREET ran 'rte . CHIS. SQUARE IN TOP OF W. CURB OF HERMOSA CHIS. SQUARE IN TOP OF W. CURB OF HERMOSA P.O. 80X 9419 VICINITY MAP AVF. APPROX. 1853' N. OF THE S. BOJNDARY AVF. APPROX. 2221 ' N. OF THE S. BOUNDARY THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGIN- DRAWN SHEET ( OF TRACT NO. 12237-1 OF TRACT N0. 12237-1 EER HARMLESS FROM ANY AND All LIABILITY. REAL. OR ALLEGED, 1N CONNECTION ONTARIO. CA. 91761 I E K . ELEVATION# 2068.78 ELEVATION, 2091 .46 WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY (714) 9811-5818 OF 12 1 I NDEX MAP ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CHECKED _ �/'��%��i??�S R.C.E. 36926 DRWG. NO. A.E. 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