Loading...
HomeMy WebLinkAbout1199 GENERAL NOTES BENCHMARK Railroad spike in south face of 1. All work shall be done in accordance with these plans, the PP N" H4904Y at the southwest City of Rancho Cucamonga Standards and the Standardcorner of Nineth St. 8 Vintrar Ave. Specifications for Public Works Construction - current per Dwg. N° 869 bI 227 edition. Contractor shall be familiar with and shall be V € tion = responsi bl a for adherence to these Standards and V ! E/Ivo 1187.05 Specifications. 2. All pipelines or substructures of any kind, telephone or f b power poles, water meters, valves, fire hydrants, etc. shown d 0 +7 { or not shown on these plans within theright-of-way limits e ' or in adjacent areas where improvement work is to be done a shall be removed , relocated or protected in place as required at no cost to the City of Rancho Cucamonga. i 3. Any contractor performing work on this project shall h R familiarize himself with the site and shall be solely P J . � ,.< _ , 1/90 - _ . ,_. .. . . . .. _.� < w . 1190 . _ responsible for any damage to existing facilities resulting i. � .... . F.... _ _, _. .. ,,.._ _,. ..,_ ._< _. ,. : � .._. �" PROP. TOP OF directly or indirectly from his operations, whether or notr e oolw such facilities are shown on these plans. .�_ CURB-22 NORTH 4. A permit shall be obtained from the City of Rancho Cucamonga �` 27y FUT. T6P OF CURB-.02 NORTH } Engineering Department prior to any encroachment or _ s ; construction within City of Rancho Cucamonga easement or } EXIST TOP Of C1JR8- 22 NORTH 1 right-of-way. 5. All grade stakes may re required by the City Engineer as ��`� •F`;: �J needed at warped or vertical curve areas. I �'��••. 4 6. All sewer , water , electric, gas phone or other utility I I. laterals, mains, or crossings shall be constructed prior to pavi ng. 7. Compaction tests of embankment construction, trench EXIST TOP OF CURB -P2r NORTH backfill , compacting original ground and all sub-grades shall he performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests Shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. I — -- 9. At the completion of paving, a materials report shall he { a submitted to the City Engineer listing all tlests or determinations completed to verify stability oil content and gradation of asphalt t►avi ng. 4 i t , �__ < >R 9. Prior to installation of any paving, a materials repc+rt shall hesubmitted to the City Engineer listing all tests or I EXIST € �ROFILE determinations completed to verify: sieve analysis and sand — equivalent of aggregate base. t 10. Paving shall be performed in accordance with R-Value and Pavpmpnt tests taken to determine structural sections (prior I ( : F to f i nal plan approval ) . When improvements r be 1 aced on native�✓e soil which f 1] . are to p - { . .. _ . _- _._ : . 1/90 cconsi sts of a rock material the siih- rade shall be 3 r 1/90 Y � 9 P; prepared by reffrovi ng all rocks which protrude above the sub- f grade and all voids or depressions, shall be f i 1 1 ed with a j E•' fine yr-Ade material o+ a quaff i t y better than the native material . 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer 's � � --L. recommended rate for the full pavement width prior to j EXIST SOUTH EDGE OF PVMT. paving. 13. Estimate of quantities is provided by the Engineer only for . the convenience of the developer , the Contractor shall make SCo%1 his owr► determination of construct i chn gctanti ti es before HOriZ. 1%20' f suhmitting a bid. Any item of work required by these plans M- i ! which aVert. - I is not specific lly listed in the estimate of '` gitant i ti es shall be considered as included in the other 4 p^d 5 tA 6 7 item-, of we or k. I \ v 14. Street signs per City of Rancho Cucamonga Standard Numbers O v B G ? Q tI 4(')1 and 40-11 shall be constrcictpd at each intersection. 4 �Q WOF� 6 s 7 8 15. City approval of plans does not rel i eve the Devel oper from s' L� "r 0 LOT ® n LOT X LOT S LOT responsibility for the correction of error and omission / P h rb discovered during construction. Upon request the required rill An raviinn-, shall he promptly submitted to the City , W � Q'0 I by k R k I& � � 36.9 �w 6' hV I ti�� I Ve � p ti I � I --- •L-- ---1 J I� 7 X. Cu--S & cvrrE.r O EX. 4_06eOF P✓MT. 7' EX. ell SEAl_•e v' 4 d 3 _ 6 l0 7 + - --- - /O /•NE/1/,�E,e CUT � h �i c' TH f;� STREET 1%20' QUANTITIES NOTED ARE PROVIDED BY THE ENGINEER FOR BONDING PURPOSES ONLY. �� STOP S/G/✓ _ _ ALL CONTRACTORS ARE HEREBY NOTIFIED TO PROVIDE THEIR OWN QUANTITY DETER- WITH AND A BID BASED ON A. COMPLETE JOB IN CONFORMANCE WITH THE I V APPROVED PLANS AND ALL GOVERNING AGENCIES REQUIREMENTS. CONSTRUCTION NOTES $ ESTIMATE OF QUANTITIES J QO/ CONSTPUCT C!/,PB d. GG/TTE'P cT-rO 303 57 L.F. Z0 eEMO✓E EX/ST/NG CtlWe ONLY /7 L.F 3O 0AArT,P!/CT Del t4—f /lP�,PO/1COY pE,E' STD. 3U.S �W=/G'� le& s" OS/9r✓ CUT EX/d7/NG P/f'`EMENT 29 L.F. sO/zEMO✓e- EX/S7*1^V P%7✓EME/VT 4G sF DESCRIPTION OF REVISION DATE APPROVED YED OPLi9CE OVEPG/rY 30 TD,t/S /7 L.F. CITY OF RANCHO CUCAMON A BOPLACE 4" A.C. PAl/E/`7E7VT D✓E.8 4" A.B. Z.:O .S F. STREET IMPROVEMENTS 9OCONSTCUCT P.C.C. S'/DEN�AG C PEP STO. 3/O 6 /O /W/NT DOUBG£ YELLOW C/NE d .PEPGRCE P✓MT. MAP,t'E/2S AS N6E/1ED /04 /-, 8162 9TH STREET A& � 22A,P/E - EE PtA z 4` .s' 20' A BUILDING PERMIT N° 87-8479 ^ yA,P/ES SEE PY.QA/ A � f � Wr APPROVED BY.. •:/I fend e kpeg lss/ CITY ENGINEER1�4� RC.E NO. 22397 SITE �� �o `tf Q 2 DESIGN JNR DEVEI=9�MENT Ro DESIGN RECOMMENDED 9 /"f✓E,gOE� CG/T W n m JERRY 214 So. Euclid Avenue Suite 108 ` t' * N0. &18.893 : DRAWN Ontario, California 91761 SHEET I 714-983-4991 cl} CIV11 �� JERRY Of TYPICAL SECTION- NINTH. STREET e OF CA��E� CHECKED DRAWING No. FROM $TA. 4187 TO 5f 41.88 VI iN/TY MAP - - C E. NO 42853 qq T.1. =6.0 R=sho/ be etermined prior to vin b soils en eer D TE M�C�lT9e FILE NO OP'O°i 88-001