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HomeMy WebLinkAbout974 GENERAL NOTES: 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF Proposed Foothill Freeway RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH i AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICA- `` 12832 2 Highland Avenue C TIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, > > ; WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE < < C PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVE- IN N T H E CITY O F RANCHO CUCAMONGA MENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN w C < PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. s ; 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF cc ui W o Mt>,tT of RETURN RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. �. 4. THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH Mr'uP GRADING, SOILS TESTS, INCLUDING "R" VALUES, SHALL BE - TAKEN AND A B sae Line MATERIAL REPORT SHALL BE PREPARED BY A QUALIFIED SOILS ENGINEER. THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND SHALL BE SUBMIT- TED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL WILL 3 BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, Project !' OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. _ 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 04 ? '� ?s SI ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE took `,s ?s. .' • _ a= �S '� `vER�FRRY CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO E CITY ENGINEER, FOR APPROVAL PRIOR TO THE 7 6 ST REEPLACEMENT OF BASE MATERIALSAND/OR SURFACING, VARIE e 5 4 31. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO 2 1 135 134 133 132 131 1 129 THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO 128 VERIFY: Foothill BoulevardL. (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SORFACING. L DAISY CO 8. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY HG ET MAP 5• o.s� 5' T T MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH 0.5 - PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE Not to Scale 9 12 13 14 NO.2 / FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE 10 11 15 MATERIAL. TYPICAL HANDICAP RAMP TYPICAL HANDICAP RAMP 16 119 120 121 122 123 127 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSI- 124 G BILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING =i�/W INTERSECTING 46' &* 46'R/W 1NTERSECTI N6 60' Rf W 125 126 CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPT- O LY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD-FREE, 22 21 20 19 18 17 1J ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON CONSTRUCTION NOTES 23 118 117 116 115 114 REQUEST OF THE INSPECTOR. 113 112 111 110 11 . THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR i CONSTRUCT 3" A.C.OVER 4" A.B. PAVEMENT. 12S, 184 S.F. i% AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, 7 0ONSTRUCT A.C.OV ER A.B. PAVEMENT. 4 EA. NEIN ••..• CO 109 ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY 33 CONSTRUCT G%CURB W/ ZoV'GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303 . G,OG2 L.F. HEFT T ~ OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT N0. 3 n ORDINANCES AND STANDARDS. 4CONSTRUCT G"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 301 . 252 L. 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF Q_-CONSTRUCT G' WIDE CONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 308. 3,48-7 S.F. WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING lel CONSTRUCT ROLLED CURB PER DETAIL 27 SHEET NO. - 24 2898 99 I FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER '7 CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 k 31 1 . S1 ,452 S.F 25 26 100 101 102 103 OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT 8 CONSTRUCT 6' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 ! Sl t . 5, 100 S.F. 104 105 1(18 ' DETERMINED BY STRUCTURAL �-CONSTRUCT SIDEWALK ACOESS RAMP PER CITY OF RANCHO CUCAMONGA, STD. 310. 1 S EA. 106 107 p0 SECTION, BE INSTALLED. CT O CONSTRUG" TO B" CURB ONLY TRANSITION RANSION 89 L.F. j F- 14. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. (01 CONSTRUCT G" CONC. DRIVEWAY APPROACH ( 12' WIDE) PER CITY OF RANCHO CUCAMONGA STD. BOB._ '2,4GG S.F. 33 32 31 LU 97 96 95 93 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT, SHALL BE -- CONSTRUCT G" CONC. DRIVEWAY APPROACH ( IQ)' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 30S.- 3,920 S.F. 35 34 r92 STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 518. 4 EA. 36 % 9190 89 EXPANSION JOINTS. l4 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 .>I 402. - 37 16. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE 2 EA. `N-�ER REEN $ Ree-r ` 87 SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE 55 -INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 ! 402. -- V� .t NO. 4 POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION 16 INSTALL STREET LIGHTS. 21 EA. c�NEE 43 ` r AND AT NOT MORE THAN 50' INTERVALS. ADDITIONAL STAKES MAYBE NEEDED AT I7 REMOVE 8"CURB i GUTTER.4 I' (ONE FOOT)OF EXISTING AC.(SAW CUT). 94 L.F. [� WARPED OR VERTICAL CURVE AREAS, SUB-GRADE STAKES SHALL BE IN PLACE PRIOR 18 REMOVE G" CURB ! GUTTER t I' (ONE FOOT)OF EXISTING-3 A�C.(SA,W CUT). IB9 L.F. TT 78 79 80 (� TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. ADJUST MANHOLE TO GRADE . 1g EA. _ 44 81 ` ID 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT ADJUST WATER VALVE COVER TO GRADE . 10 EA. 3840 45 41 42 � SS 82 83 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE 84 UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL 39 1CUCAMONGA.-CONSTRUCT UNDER SIDEWALK DRAIN PER CITOF RANCHO CUCAMONGA. STD. S . (W=4') 0=4") 1 EA. Q PAVEMENT WIDTH PRIOR TO PAVING. V 76 86 / 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVE- STREET TREES (SEE LANDSCAPE PLAN). 430 EA. 46 NIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION @-MAIL BOX -SEE LANDSCAPE PLAN 4 GENERAL NOTE 21 . � 75 72 71 10 69 OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK JIG.. ITO' 52 47 REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 53 51 T4 OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. S' S' VARIES VAR I ES 22 VARIES 50 4 14' g' 48 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF O.S 4' 101' 5.35 S.55 10:1' 4' O.S' BIKE PATH 2BIKE PAIN T368 QUANTITIES. 20. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 O'1 O.cS1' 0.15 0.20' 026 RC1Y'JN I _ ORdWN 20' 54 49 V SHALL BE CONSTRUCTED AT EACH INTERSECTION. I I4"'FT. �• . LEVEI_LMIE _ _ LEVEL L11VE CO 67 -y 15�1� LEii[t 1 I ___ -1, '� r gE FLOWE 21. STREET LIGHTS, FIRE Hfi DRANTS AND MAILBOXES M SE LOCATED BEHIND AND : .. _ ADJACENT TO SIDEWALKS. - t- 64 66 � S5 t� �' T.1.= '1 SHEET T. I. = 5.0R-VALUE= 56 58 60 62 3 R-VALUE = 66 I 3 1 6 2 6 6 2 6 A 65 CIVIL ENGINEERS NOTE TO CONTRACTOR: TYPICAL SECTION VICTORIA PARK LANE 57 59 61 63 � CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR CAROB AVENUE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE R1W 4G: CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 5' 346' S' HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE O.s' 4' 10:1' 10. ' Io:1' 4' o.s' ......•• INDICATES NUISANCE FLOWS ONLY SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. (535' DESIGN STORMS WILL FLOW THROUGH ROwN' ! - 0 INDICATES STREET LIGHT LOCATION y, � 0_38vEL,r,,o LINE _ �_ •�� INDEX MAP qy_ I 100' T.1. = 5.0 SIDE RAIL V4"CHECKERED PLATE -i 3 R- VALUE s 6 6 I 3 -T > "X yrs" BAR 1" (GALVANIZED)-4'-2"X I.• 12" r TYPICAL SECTION ,A CHEW/ 144" WELD ► DAISY COURT MINT COURT _ LEGEND WINTERGREEN STREET 4" Y "' 1111 CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION: BELLFLOWER COURT 6" OR 8" CURB & GUTTER 1 GENERAL TELEPHONE COMPANY: (800) 422-4132 A.C. PAVING OVER A.B. Sot Locust DESCRIPTION OF REVISION DATE CITY 2 SIDEWALK DRAIN CLEANOUT DETAIL P.O. Box 2920 APP'D. (TO BE PLACED APPROX.10' O.C.) STREET NAME SIGN LOCATION Pomona, CA 91766 PR EPA R E D FOR : -'- STORM DRAIN LINE (SEE STORM DRAIN SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889 CITY OF RANCHO CUCAMONGA PLANS FOR CONSTRUCTION DETAILS) 2191 East Birch Street (714) 529-2070 STREET IMPROVEMENT PLANS ! u CROSS GUTTER Brea, CA 92621 CUCAMONGA CO. WATER DISTRICT: (714) 987-2591 WILLIAM STORM DRAIN QUANTITIES TRACT BOUNDARY, SUBDIVISION BOUNDARY anBernardino RoadTITLE SHEET LYON �0 -CONSTRUCT CATCH BASIN NO.IPER CITY OF RANCHO 1�to STREET LIGHT Rancho Cucamonga, CA 91730 CJCAMONeA STD. 502. W=4' 'f EA. ENGINEER'S NOTICE TO CONTRACTORS: 8540 ARCHIBALD AVENUE I --CONSTRUCT 18" R.C.P. WLSO-D) 88 Lf 4" PCC SIDEWALK TRACT NO. 12832 aONSTRUCT 21" R.C.P. (ISOO-D) 284 L.F. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR' STRUCTURES SUITE B �- BARRICADE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE APPROVED BY DATE �3 ---CONSTRUCT TYPS A JUNCTION STRUCTURE. 2 EA. LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CITY ENGINEEK R.C.E. NO.23889 RANCHO CUCAMONGA, CA. 91730CONSTRUCT TYPE 'B' MANHOLE 1 'EA. TEMPORARY PAVEMENT AT END OF STREET CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR 17 RECOM DESIGN PREPARED UNDER THE I}SIENDED GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE !Jobs. 4- (714) 980-2244CONSTRUCT CATCH BASIN NO. i STD.507 , W=10' 1 EA. Q PEDESTRIAN RAMP PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES JRC SUPERVISION OF : 3[a'7 NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CHARCHOLHf�RTMf� N & ASSOC. BENCH MARK: 137 ELEV. 1319.531 r�SOD35R2UCwCSTCH BASIN V40.1) 1 EA � LOCAL DEPRESSION AT CATCH BASIN DRAWN SHEET SOUTHERN CALIFORNIA EDISON COMPANY: (714) 986-5861 MDS I OF rp PLANNING a ENGINEERING • SURVEYING R.R. SPIKE IN SOUTH SIDE OF P.P. NO. ,p, FIRE HYDRANT 1351 EFst Francis Street CHECKED DRAWING NO. • 25201 PASEO DE ALICIA SUITE 100 1619753E ON NORTH SIDE OF BASELINE Onteri o, CA 91761 R.C.E. N0.29243 LA"A HILLS, CALIFORNIA 92653•(714)581-4501AVENUE 395's EAST OF DAY CREEK. 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