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Home My WebLink About1512 CNA1 � NOTES H C1 Y OF RANCHO CUCAMONGA -1L- JrUmK -rWLL dE Uv:.E ,Pv WIJH THESE Pt_AN6, t KmuJEC,T LL)NTkACT DUCUMENIS, (SPECIFICATIONS) THE �,ITY OR RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 EDITION, WITH 1992 & 1993 SUPPLEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, AND DEBRIS, I L L K E PARK INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE CIT r ENGINEER. 3. AFTER REMOVAL OF DEBRIS, ANY EXISTING LOOSE FILL OR DISTURBED NATURAL ING LOT � �� T � N � I O N SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE CITY ENGINEER. PARK MODI ICATIONS AND PARK4. THE EXPOSED SOIL SHALL THEN BE INSPECTED BY THE CITY Et'GINEER AND ANY ADDITIONAL OVER-EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE CITY ENGINEER'S RECOMMENDATIONS. 5. THE EXPOSED SOILS SHALL BE SCARIFIED TO A MINIMUM DEP H 0 12 INCHES N�gs•/c q,�o ,4✓Ea./UE CONSTRUCTION N � BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 909: OF THE MAXIMUM DENSITY, AS DETERMINED BY U.S.C, STANDARDS 70-1 OR EQUIVALENT, A DENSE AND UNYIELDING CONDITION. eT. TueN LA►IE V4 e IE5 16 VACILS,ZZ•51 M,nl !81 P A S T I M A T E OF QUANTITIE 33.9? t MAK. 6. COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE C I T Y ENGINEER. 1 7. IF ANY SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY Q �1 I vAeIES 945-�� SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CITY ENGINEER, AND THE Q 84 41 /� L CONSTRUCT 6" CURB ONLY PER RANCHO CUCAMONGA STD. DWG. NO. 104, Al-6 CIVIL ENGINEER PRIOR TO PROCEEDING. SEL.ic/E 1 � 2 CONSTRUCT 6" A.C. BERM PER RANCHO CUCAMONGA STD. DWG. NO. 104, D1-6 .f v 8. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING AND �l o- I rSAW-CUT & REMOVE NOTED PORTION OF EXISTING P.C.C. SIDEWALK CUN STRUCTION OPERATIONS. MCI060100 Q / II%I � !°' �� / ° 5 4/� L.F. �- �Il\il' 11� 4 CONSTRUCT 6" WIDE, 4" THICK P.C.C. STEP-OUT 9. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT � /D,290 TF PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE MEASURES SHALL BE TAKEN Q v W ,p� �___--y 1j i ,�i�\\!� ��1'�tlt'/�� l�ll�/``1i�i CONSTRUCT 3" THICK ASPHALT PAVEMENT OVER 4 ' AGGREGATE BASE �1 L S SO AS NUT TO CAUSE ANY MUD SILT OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY. Foo7WIL L (BT. 64 4 �✓� 0� lr �IlY�ll� g APPLY "STANDARD STALL STRIPING" PER DETAIL HERE-ON ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE IMMEDIATELY REMOVED. ESC/5T/i.l� /MPeOVEME�TS ( 7 INSTALL/APPLY HANDI-CAP STALL SIGNAGE & MARKINGS PER THE CITY OF RANCHO — � E-410. PRIOR TO START OF PAVING, THE CONTRACTOR SHALL FURNISH THE CFTY WITH CUCAMONGA DEVELOPMENT CODE. G R O �a s S E C T 1 Ohl A AL S CERTIFICATIONS FROM THE CIVIL ENGINEER THAT SUB-GRADES ARE APPLY 4" WIDE WHITE PAINTEL) "ISLAND" NOTED ON PLAN — WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND tiSS3,1'f CUN5Tr2uCf 4" MIN. THICK P.,;..:. W.�t.K I SEE KaMr btf..lL, SHEET J 1. PREPARATION HAS BEEN OBTAINED. 10 �J FURNISH & INSTALL H--2(b) HANDI—CAP SIGN (SEE DETAIL HERE—UN) 164. 11. NO GRADING SHALL COMMENCE WITHOUT OBTAINING A GRADING PERMIT AND N M �► 11 INSTALL WHEEL STOP PER DETAIL HERE-ON 661014- NOTIFYING THE GRADING INSPECTOR ONE WORKING DAY (24 HOURS) PRIOR TO THE START U G A T 10 tSt �2'j I/1,7,2/ES _ ��_f OF WORK, 12 SAW-CUT AND REMOVE NOTED PORTION OF EXISTING A.C. PAVEMENT 12. THE CITY ENGINEER SHALL BE RESPONSIBLE TO SUPERVISE ALL SUBCONTRACTORS 13 CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 114 & 103 AND AGENCIES CONCERNING UTILITY UNE BACKFlLL AND COMPACTION, INCLUDING BUT O CONTRACTOR v 14 REMOVE AND SALVAGE 6' CHAIN LINK FENCE, FABRIC & POLES TO CITY MAINTENANCE YARD - 21a9 �'F NOT LIMITED TO ELECTRICAL AND LANDSCAPE IRRIGATION LINES. ENGNOTICE "IN ERS NOTI _ _ _ 15 CONSTRUCT 6' HIGH CHAIN LINK FENCE PER CITY OF RANCHO CUCAMONGA STC. DWG. NO. 607 ZB6 C.F THE EXISTANCE ANL) LUt;ATION OF ANY UNDERoKOUNL1 UTILITY PIPES OR STRUCTURES SHOWN ON /7 J.J.71-' 13. RESPONSItsILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST of OUR KNOWLEDGE 2 — --- - c Ns rti r 4 ' MIN T ,I.'t" , r. IkUHL ARL NO LXI;,TIN,. DTII ITIEa EXI.L{'T A:. SIIOWN ON TIIL:;[ Pt AN:: Tlit JC I'I AN:, ARC NOT y \ lfi INTENDED TO SHOW LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE I I , IN ..��uI.�A,��L nll III :,,_.. ; I.-N !ui-i uF 1011►: "UNIT u1:M UUII.uINI, CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES G^% \T�/// TEnnPoeA�( Z:I s�oPE LMnx) 17 CONSTRUCT SLUMPSTUNE WALL PER PLAN DETAILS SHOWN ON THESE PLANS. �� \� /97 L_� •.. .'-11�7/� REMOVE AND RELOCATE EXISTING 6' CHAIN LINK FENCE ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATEU TG THESE PLANS / til'`lt �— �t,�jt1�N��I11 \;\� / �,� 14. AN "AS—BUILT GRADING PLAN AND CERTIFICATION OF COMPLUWCE WITH SAID SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK — I I , I t I 8__ ADJUST STORM DRAIN MANHOLE TO GRADE GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR AND WITH THE BY THE CJNTriA:,TOR PRIOR TU rINAL GRADING INSPECTION. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS." 15. NO ELEVATION WILL 8E CHANGED DURING CONSTRUCTION FOR BALANCE OF DIRT THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' ANU SUB- CONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE WffHOUT WRITTEN APPROVAL OF THE BUILDING OFFICIAL AND THE CIVIL ENGINEER OF U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL T I V N d B RECORD. RELATIONS' "CONSTRUCTION SAFETY ORDERS.' - CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 16. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY REQUIRES SEPARATE PERMITS AND JOB SITE CONDITIONS DURING THE COARSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF INSPECTION ISSUANCE ISSUED BY THE ENGINEERING DIVISION. ALL PERSONS AND PROPERTY ; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMINITY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED. IN 17. THE CONTRACTOR IS RE-SPONSIBLE FOR OBTAINING ALL PERMITS, INCLUDING BUT CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARRISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. NOT LIMITED TO ENCROACHMENT PERMITS, DUST CONTROL PERMITS, ETC., PRIOR TO THE BEGINNING OF WORK ON THE PROJECT. �I VA W.I E6 6se PLAQ 18. ALL BLOCK WALL CONSTRUCTION REQUIRES SEPARATE PERMIT'S AND INSPECTION. 19. A SOILS DISTURBANCE PERMIT IS REQUIRED FOR THE PROJECT. CONTACT SAN 1 BERNARDINO COUNTY DEPARTMENT OF AGRICULTURE AT 909-387-2111 FOR PERMIT 5 / ✓�` , _ ,I -, APPUCATION. DOCUMENTATION OF SAID PERMIT SHALL BE SUBMITTED TO THE CITY PRIOR (PLATE � '--��• _ � -- s I TO ISSUANCE OF ROUGH GRADING PERMIT. EYIST MGI P.G.G. WAt-IL II)1�111=11j�lll 20. ESTIMATE OF QUANTMES IS PROVIDED BY THE ENGINEER ONLY FOR THE Ill�Ill=lilcll alll=lT�E�IISTI►lc� GuV_6 1 61 OTT 1Ev- CONVENIENCE OF THE CITY. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY G R D 65 S E G 'T 10 W G G THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES — - - - SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. GROSS EARTHWORK QUANTITIES 1281 CUBIC YARDS CUT — — — — — — — — 380 CUBIC YARDS FILL THE ABOVE NOTED QUANTITIES DO NOT INCLUDE STRIPPING LOSSES, SCARIFICATION OF EXISTING GROUND, OR SHRINKAGE LOSSES DUE TO SCARIFICATION OF EXISTING GROUND, SUBSIDENCE OF EXISTING GROUND, SHRINKAGE DUE TO EXCAVATION, WIND LOSSES, UTILITY TRENCH QUANTITIES, ETC. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. It 9' TYPICAL Olt- A 6.00' 10 APPLY DOUBLELAWHITE PROJECT DRAWING INDEX - g'MIN 9"MIN 'T MAX STRIPES, TYPICAL AT ALL i - _ 3/4" DIA. HOLE(S) STANDARD STALLS , CITY A DESCRIPTION OF REVISION DATE SHEET NO. DESCRIPTION � ,\, APPROVED: -- - -- � CITY OF RANCHO CUCAMONGA 40 e__ 5' X 5' P I PROJECT TITLE SHEET 2 PARKING LOT EXTENSION— DIMENSION PLAN M I LL I K E N PAR K CENTERLINE OF 15 BAR (2) 13 BARS U) s ,� SEE SECTION BELOW - - --- -_ — --- --- 3 PARKING LOT E:XTE;NSION-- GRADING PLAN � ' �_ , ' � PARK MODIFICATIONS 91 PARKING LOT EXTENSION uivamDRIZ0UCEW rubs OR PtACMDS ( ' 4 PARK MODI14'ICATIONS AND DETAILS l�,m� /CONCRETE FILL TO SMOOTH 111 PROJECT TITLE SHEET OwNm �+g roman I0 i TOP FINISH �4 L__- SEE UtIAII AT LEFT 5 AREA LIGHTING- - DETAILS AND SCHEDULES hW M REXAMM Al L FOR WHEEL STOP ,... INSTALLArON 6 AREA LIGHTING PIAN OR W TUIPHOMM EPDXY "STOP" TO ::: ::: . 6'(U. 7 AREA LIGHTING - SERVICE: DETAILS APPROVED BY' � / DATE: /�--�—� ASPHALT PAVING :r: r r _ 9• IPP ----— PER MANUF. SPEC. ::'::::�:: ...:..:::.. (2)j3 BARS /�,/ � 8 IHIIIGATION PIAN - PARKING LOT EXTENSION CITY ENGINE;RILS�._ � v �' '�" R.C.E. No. 24993 H--2(b) )' HANDICAP -- - _ -- - PARK MODII�'ICATIONS _� DESIGN DERBIS UERRA a ASSOC. RECOMMENDED F1 PARKING SIGN" 9 IRRIGATION PLAN — DETAIL SHEET OGA CIVIL ENGINEERS �0 J5 BAR, 16' LONG DRAWN 8331 UTICA AVE. SUITE I SHEET STANDARD PARKING STALL STRIPING RANCHO CUCAMONGA,9 9130 WHEEL STOP DETAIL } I (909) 987 4306 I DF 9 II --- -- -- - -- -- - ---- -- -- -- -- - ' V' 1lC, r L �! � ' I 1 CHECKED r DRAWING NO. U CITY DA EL E.GUERRA fi X114 /�/Z R.cjE.No.29224 EXP.3/31(95 DATE T PR0JFCT SHEE1 Na_ I CIF 9