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HomeMy WebLinkAbout953 t i GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall be familiar with and shall be responsible for adherance to these Standards and IMPROVEMENT Specifications. 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. SAGE DRIVE ZO' 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to 4 4' Ili' Ili' 4' existing facilities resulting directly or indirectly from his opera BEAR CREEK AVE. TO TANGLEWOOD DR. tions, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Dfpartment prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. SLOPE /4" 1' SLOPE '14 1' LEVEL 4 D.ID LINE 5. All grade stakes shall be set by the Contractor or Engineer. Paving Dov stakes shall be set at all hinge points, edge of pavement points = within 0.01 foot of sub-grade elevation and at not more than 50 foot >.; 1 intervals. Additional paving stakes may be required by City Engineer '= as needed at warped or vertical curve areas. az 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 7. Compaction tests of- embankment construction, trench backfill, com- TYP 1 C AL SECTION pacting original ground and all sub-grades shall be performed at no �` > cost to the City of Rancho Cucamonga. A written report with these SAGE DRIVE 19 fh C S' compaction tests shall be submitted to the City Engineer for approval <11 M�vno e t prior to the placement of base materials and/or surfacing. NO SCALE -=-- - Project Sete 8. At the completion of paving, a materials report shall be submitted to R'60 T.1.= 5.0 ` the City Engineer. Lising all tests or determinations completed to ,, verify stability oil content and Gradation of asphalt Paving Base/in e 9. Prior to installation of any paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: R-Value, sieve analysis and sand equivalent of t C aggregate base. Foo 1hi// l B/„o/ Q 10. When improvements are to be placed on native soil which consists of a rocky material, the sub-grade shall be prepared by removing all rocks %, which protrude above the sub-grade and all voids or depressions shall c be filled with a fine grade material of a quality better than the native material. VICINITYM A P 11. 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 NO SCALE applied at the manufacturer's recommended rate for the full pavement width prior to paving. 12. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed .in the estimate of quantities shall be considered as included in the other items of work. 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 14. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. CONSTRUCTION �10TE5 QUAUT�TIES Upon request the required plan revisions shall be promptly submitted to (D—CONST T' A.C. PAVEMENT OVER 4" A. 6. _.- .__ _ 13,B00 ST the City Engineer for approval. 2�—CONST CURB I GUTTER (V C.F. - E4"GUTTER) PER STD DWG N0 303 _ 9)42 L.F 15. Work site and exterior streets shall be in a neat, clean, hazard free, CONST. CURB ONLY (V C.F.) PER STD, DWG. NO 301— ___ • 82 L.F. orderly state, throughout construction. Site shall be cleaned upon request of the inspector. CONST DRIVE APPROACH (NON-CONTIGUOUS SIDEWALK) PER STD. DWG. NO 305, W=lla', X°3'___ _ 1,596 SF 16. Contact all Utility Comnanies as required 48 hours prior to excavation. CONST SPANDREL f CROSS GUT TER PER STD. DWG N0. 30B, X=3'___ _ _ __ 121) ST tD INSTALL 5KOL H.P.S.V. STREET LIG41T (BY EOISON 1__ _____- _ _____-_-____ ___ 4 E.A. 1a--CONST. A.C. FEATHER FOR SMOOTH JOIN _ __ _ _ _______ _ 111 S.F Provided for your convenience are the following: Ba--SAWCUT S REMOVE E11ST. CURE GUTTER _- -._ _ Ili L.F. A. San Gabriel Valley Municipal Water District Mr. Bob Stallings (213) 969-2718 a—M" REMOVE EXIST. A.C. _ _ ___—__ _____ _—_ 51 SF for Base Line Road construction /0 /4151-4 T.PEES PE.P 5TO. OwG NO. Cao _— —__ 32 EA. B. General Telephone (800) 422-4132 for underground service C. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 D. Cucamonga County Water District (714) 987-2591- 9641 San Bernardino Road Rancho Cucamonga, CA 91730 E. Metropolitan Water District (714) 593-7474 P.O. Box 54153 Los Angeles, CA 90054 F. Pacific Telephone Company (714) 999-5639 I I rCITY of RANCHO CUCAMONGA STREET IMPROVEMENT PLANS TITLE SHEET TRACT NO. 12727 APPROVED BY 1e 3�a9 r/ DATES=I� EXP/1pES f CITY ENGINEE ;5�wl R.C.E. 23889 DESIGN BOY R ENGINEERING CO RECOMMENDED PE.N. 2950 AIRWAY AVE STE. B-2 D4A '•� DRAWN OSTA MESA, CA 92626 SHEET J.R.B. 714) 6 0808 1 of 2 CHECKED D B Y 1RC4 DRAWING NO. CITY AT �. FILE NO 953 R d 47-7 !; 1 BENCH MARK N0. 'Sl ELEV.= 149(0.31 I CHISELED CURIN NOKTH NORTHD/IN~ INTOC "OUSE TNO. ((575 END OF SIDE BERYL AYE., 0.2 MILE S. OF ITT" ST. CITY OF RANCHO CUCAMONGA. J: Af a L=n•n' 8.511". OF 74.06'1C _ ri f cj IL r � 00 i «o i o c v N 1W NORTH OF Q: c o I ,��, �o Ei 3G:44 R fry p t O Lt7 - - -- - — - -- -- — --+ - r• - _ _ fA o - - W Q - cis , , C-! , , I , }' go { go C10 tltO � s � _ Pt 1 d r � t � 1 •i r i T { •r to nr� C { ) , a IP Co Ls 44 r r f �L V R - - ' 5 , 1 La 11� ut CC M I ; t fN rc - p _ t+ � - r N fs .r p ,o, - - 1.4 -- N r Q ��� �., 0 � i �► fir.. + a , I7 r -: 1 , 0.55'10 TAN _ 193 r-t -1-5 -- - - --- __, - - - -- -- 'Sb. • - '� 505 q, } Q I've, 7arir - OF l4 6+ • } } - P1.15 03.7. a i }4 �'� _ `` l- -- - a . i mom ;' 3 t r ?41t TAN GD. - - -- �Tl olz _ ltd SOUTH OF - — - - _ _ '' R, - �+ - - -- #5.5B �Al CURB ' - --- k, N i5 f 4'1'0 v c ; t. P.l. 149 7.35 -- aT10 C3 o t N - - .p ~ .r a 8 at„•- ; r , 4 r r ul Li - now f)05 .�� r , f , r ; _ 1 6' < I } TOP UF 50 TH CUIK 1 - PROFILE - __ - . HORIZ r-2 - - - __ __-- -- - --- -- - ALE � - - VERT 1'=4' Y ' 1 2 3 PLAN SCALE 1=20' 4 's'33” ,r I 3 " 3 ° 2 �. 1 ,Do W 0 oc ' • I W _ J f 5 Q M V + � t . 3.al 4 4. S' 0 4cr/2 to.d�• �� 13 12 11 10 �, 9 w I p A r4 N u N ti di iz. --� N 040 YS I or w 145.ISS' C3 7 �S.da' . "#.00' .i3 D ' #� 4?d8 N a e :� O N fMh I 3 0 Cj o Lo owy W to m N o �!� •.i j 6 �� ��. 1 UA 2 c �`°9 N �, f h O N b• MATCH LINE ° LOT ••A,. b Z U J --- SEF 2+22. 90 = 2+91- 50 33.00' 4G.00' 46.00' 46.00 ' ia.Sa SAGE LEFT NEKEON RAINSDRIVE _ R - ._ � CONSTRUCT1ahi NdTES 6-CONST. 3" A.C. PAVEMENT OVER COMPACTED NATIVE MATERtAt 4 PER STD DWG. NO. 201. SCALE - 1"=20' ` Wm . I 14 4"' I 4 15 16 4 � 17 LOT "A" Amn �h I 2o--CONST CURB t GUTTER 0;CT-i4'GIMER) PER STD. VWG. M. 303. 4 . a--CONST CURB ONLY W C.F.) PER STD DWG. NO. W. } - 4�'—CONST DRIVE APPROACH (NON-M%-fIGUOUS SIDEWALK) PER Q f RANCHOAGEDRIVE=— STD. DWG. NO. 305. W= 16'. ITV CUCAMONG, A S�CONS'T. SPANDREL f CROSS GUTTER PER STD DWG. NO. 308. b —•-INS?Alt 5600L H.P.5N. STREET LIGHT. (BY EDISON) - PLAN AND PROFILE cuRb CURVE DATA - • ' �coNST A.C. FEATHER MR SMOOTH �o1N ' � RAINS PACE � SAGE DRIVE N0. & R L T - a--SAWCUt t REMOVE EXIST. CURB f GUTTER QI B4' SZ'45" 34.00' 50.31' 31.00' J ro (�SAWCUT 1 REMO\JE EXIST. A.C. TRACT NO. 12727 -/IC/STALG TREES PEEP sro. owes wo• aoi FROM BEAR CREEK VE. TO TANGLEWOOD DR. 20 84. 5?' 45" 61D.00 91.11' 1►0.35' � REG/STR•9 T.'on/ 3 ll• ►�' 55" 17.00' 3)0.44' 21.c�o' ` APPROVED B Ex_3�/e-B9 DATES-8G O a`� CITY ENGINE R R.C.E. 23889 1 40 %9 44' O6" 27.00' 45.58' 30.38' �' \ DESIGN g R ENGINEERING C .RECOMMENDED 50 Bt,• 29' 50" 27.00' 4Q 7V' t5.40' V �' + PE.N. 2950 AIRWAY AVE. STE. B-2 A SCALE: 'I=20' DRAWN CA 92626 SHEET COSTA MESA, © DO' 47' (8" 21.00' 42.78' 27.37' r ' I J.R.B. (71 96 -0808 2 2 LL ii-ij __ 13542 of _ CHECKED DELBER BOYER R.C.E. DRAWING NO. CITY DATE „FILE .NO. w� ' 77