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HomeMy WebLinkAbout1024 R/W 30• � 30, R W • GENERAL NOTES 12' 18' 1 a' 12' IMPROVEMENT PLANS 1. All work shall be done in accordance with these plans, the City of 4' 7.5' 9' 9' 7.5' 4' 0.5' 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 ' N Specifications. 2° All pipelines or substructures of any kind, telephone or power poles, 0.17' 0.29' 20 'f. water meters, valves, fire hydrants, etc. shown or not shown on these -� LEVEL __ _ _ _ - LINE-- LINE plans within the right-of-way limits or in adjacent areas where PALO ALTO S improvement work is to be done shall be removed, relocated or protected ' ='•��: ° � °° � °° �'�'•� Ii in lace as required at no cost to the Cit of Rancho Cucamonga. FROM 300'± WEST, OF TEAK WAY TO 120 EAST ._OF TEAK WAY p q y a.g 3. Any contractor performing work on this project shall familiarize him- 4 CONCRETE SIDEWALK 1 3" A.C. ON 4"A.B. 2" B" CURB GUTTER self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- TYPICAL pera- TYPICAL SECTION / tions, whether or not such facilities are shown on these plans. N13 SCALE A TEAK 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering PALO ALTO STREET : FROM STA. 0 + 06.05 TO STA. 2 +97.00 Department prior to any encroachment or construction within City of TEAK WAY FROM M STA. 0 t 21 .00 TO STA. 1 t 7b .31 FROM 140 '± SOUTH OF PALO ALTO ST. Rancho Cucamonga easement or right-of-way. TO 176 '± NORTH OF PALO A LTO ST. 5. All grade stakes shall be set by the Contractor or Engineer. Paving 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 intervals. Additional paving stakes may be required by City Engineer T. I. = 5 R 50 as needed at warped or vertical curve areas. 6. All sewer, water, electric, gas, phone or other utility laterals, R/W 30` 30' R/W mains, or crossings shall be constructed prior to paving. 12' 18, 18' 12' 7. Compaction tests of- embankment construction, trench backfill, com- pacting original ground and all sub-grades shall be performed at no 0°5' 4' 7.55' 13' 13' 5' 7.5' 0.5' cost to the City of Rancho Cucamonga. A written report with these 4' 9' 9' 4' compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. , 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to 2.0 'i• 9.29' 0.17' 0.29' 20 ,x, verify stability oil content and Gradation of asphalt Paving tam -s- LEVE LINE -.-� J 9. Prior to installation of any paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations i 4 CONCRETEISIDEWALK 7 A.C.FEATHER AS NECESSARY completed to verify: R-Value, sieve analysis and sand equivalent of 2 6"CURB GUTTER aggregate base. EXISTING IMPROVEMENTS1 3"A.C. ON 4"A.B. Fr10. 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 TYPICAL SECTION which protrude above the sub-grade and all voids or depressions shall NO SCALE be filled with a fine grade material of a quality better than the native material. , PALO ALTO STREET FROM STA. 2 + 97.OD TO STA. 5+53.42 11. If the asphalt concrete is to be placed on sub-grade, a soils sterila,nt TEAK WAY FROM STA. 15+ 32.46 TO STA. 16+81.46 registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly T. I. = 5 R = 50 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. BASELINE AVE. 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 IRONWOOD �; �. shall. be constructed at each intersection. UJ LU aUi 14. City approval of plans does not relieve the developer from responsibility Q 4 • 4 PALO ALTO ST. for the correction of error and omission discovered during construction, Upon request the required plan revisions shall be promptly submitted to SITE 3 the City Engineer for approval. LU a 15. Worksite and exterior streets shall be in a neat, clean, hazard free, CHURCH STREET orderly state, throughout construction. Site shall be cleaned upon request of the inspector. E t 16 . Contact all Utility Companies as required. 48 hours prior to excavation . n i w Z 17. The final or suface layer of asphalt concrete roadway pavement shall not be _ C3 Z > placed until all utilities and utility laterals within the roadway have been aa _ installed, all on-site improvements completed, and all unacceptable parkway FOOTHILL BLVD. and roadway improvements are removed and replaced at the direction of, the City Engineer. M VICINITY MAP C O N S T R U C T I O N NOTES AND QUANTITIES NO SCALE PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: � , t ' A. Geforaunderground service .(800) 422-4132 1�-. CONST. 311 A.C. ON 4 A.B. _ _ _ _ _ _ _ _ _ _ - - - - - - G 953 SF 2 CONST. 8" CURB GUTTER PER CITY STD. 303 _ _ _ _ _ _ _ _ _ _ _ _ 1 . 141 LF B. southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 3a-- CONST. CROSS GUTTER , SPANDREL � CURB RETURNS _ _ _ _ _ _ _ _ _ _ _ _ _ _ 584 SF Brea, CA 92621 4�-- CONST. SIDEWALK PER • CITY STD. 310 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 ,429 SF - q c. Cucamonga County Water District (714) 987-2591 O5 -- CONST. 6" THICK RESIDENTAL DRIVEWAY APPROACH PER __ _ _ _ _ _ _ __ 4, 715 SF 9641 San Bernardino Road Rancho Cucamonga, CA 917 30 CITY STD. 305 � W = 16' , X-- 3' � 10 i ' -- D. Metropolitan Water District (714) 593-7474 � M P.O. Box 54153 7O- CONST. A.C. FEATHER FOR SMOOTH JOIN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 0005F 6 a Los Angeles, CA 90054 Y INSTALL STREET TREE PER CITY STD. 604 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 29 EA Pacific Telephone Company (714) 999-5639 (D- INSTALL STREET LIGHTS C 5800 L ) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ 6 EA • m REV I SID�I 5-1- Sb 1D INSTALL STREET NAME SIGN PER STD. 401d 401 b _ _ _ _ _ _ _ _ _ _ _ _ _ __ 2 EA FINISH GRADE ., 11 INSTALL MAIL SORES PER DETAIL THIS SHEET _ _ _ _ _ _ _ _ 13 EA 12 REMOVE EXISTING A.0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 110 SF CITY OF RANCHO CUCAMON& I� is STREET IMPROVEMENT PLANS CONCRETE FOOTING TITLE SHEET 15 INSTALL STOP SIGN PER CITY STD. 402. _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ 2 EA ' 16 CONST. WHEELCHAIR RAMP PER CITY STD 310 _ _ _ _ _ _ _ _ _ __ _ _ _ _ 10 EA Z.. Ll MIN. r 12N• fj�cSS/rj` 7� IR�x17 INSTALL BARRICADE t TEMPORARY END OF PVM'T. PER CITY STD. 405 - - - - _ _ _ i EA. •- 12772--2 MAILBOX POST SHALL 8E OF TREATED , � F��� TRACT 0. k REDIWOOD OR METAL `` MCI ERT LIPV r APPROVED BY PI 12 31 j P'T�" `'"'' CITY ENGINEER ( " E.LA0. 3dP 9 `'"' H.C.E. f 3542 n, - ° � Expims 3-31-89 f' DESIGN 8 ER ENGINEERING CO. RECOMM LADED STRUCTURAL SECTION TO BE VERIFIED BY SOILS ENGINEER PRIOR TO INSTALLATION OF A.B. i MAIL BOX ,''fes• �Q'/ REP 2950 AIRWAY AYE. SUITE 8-2 (�A RAIMN COSTA MESA, CA. 92626 ;,FE NO SCALE OF CAO O � PS ( 14 ) 966 - OB08 1 PF CHECKED •--RC 1354L R MIN N . DELBERT, P BOYER EXP. -31 1024 REP DATE 1rg jig- FILE NO. 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I BASELINE AVE. 34' E. OF �_ OF TURNER AVE. 16' S. OF T-_ OF BASELINE AVE., FOUND U.S. G.S. BRASS DISK IN 10" DIA. CONCRETE MONUMENT 5" ABOVE SURFACE . - -- - 1---�-tril- -J I I I I I I ( I I I I 1 1 1 1 1 1 1 1 1 1 1I I I I I I 1 I - # - - - - -- - - - - -- FF _- 1 = 1- -I 1 I I I I I A 11 I 1 I III I H1 III 1 I I I I I I --- - PO TI > - - _ 1 -t= - - 1 I I I I I ISI - I - 1 1 1 1 I I I I 11 I I I I I I I I - I I = - - - - : - = --_ - - t-FF - I- I- I - - I -I- - I -- I I - - - 1 , I1 IIIIIlI1 I - IlIlI1 I111lIlIrrF -- - - � I - I II I II 11 11 I 111-- 1I 1 111 II 1111 I I I I 1 I I I I I 1 - - r - I �- I - - -- - - . 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IIIIIII1I1I' IIII1iI1 # IIIIIIIIIIIIIIIIII1IIIII - - --i r - � ���II -- - _ II -11 - III t -=I - - 1 �I -- rtfi1�tIIIII # 11111II ( 1I . 11111I = - v � . t - - - - _ - 1 16 17 PLAN SCALE 0 1 1„ = 40' CONSTRUCTION NOTES 10••-*CONST. 3" A.G. ON 4" A.B. CONST. B" CURB t GUTTER PER CITY STD. 303 CONST. CROSS GUTTER , SPANDREL } CURB RETURNS Q� (D-- CONST. SIDEWALK PER CITY STD. 310 50-- CONST. 6" THICK RESIDENTAL DRIYEWAY APPROACH PER CITY STD. 305 W = 16' , X= 3' PALO ALTO STREET PALO ALTO STREET SEE SH EE r N0. 2 SEE SHEET N0. 2 7 CONST. A.C. FEATHER FOR SMOOTH JOIN . - 30' 30' 34' 30' $�- INSTALL STREET TREE PER CITY STD. 604 13' 12' 12' Ia' 13' 12' INSTALL STREET LIGHTS ( 5800 L ) 0.5' U 1 Q w 4 :•I ( I 4 11 INSTALL MAIL 13OXES PER DETAIL ON SHEET 1 ' 13 CONST. UNDER SIDEWALK DRAIN PER CITY STD. 507 INSTALL STOP SIGN PER CITY STD 402 16 CONST. WHEELCHAIR RAMP PER CITY STD. 310 . ' 9 `a BCR �• �:� I �.°,I Ln N o� 4 $ TYP — CL ��,< d• Ln 17 INSTALL BARRICADE $TEMPORARY END OF PVM'T. PER U'lo i 16 + 81.46 TEAK WAY = o CITY STD. 405 . 3 t 10.00 PALO ALTO ST. 5 12 REMOVE EXIST. A.C. Ire) > EC �� 4 a t, LU —f – Q I6 •� 4 's 00 d � t2 Z 1 7 �4F 2 I 3 . F p54LF 5 *STRUCTURAL SECTION' TO BE VERIFIED BY SOILS ENGINEER "' ` g3• ate 1 PRIOR TO INSTALLATION A B M = 1b 4 p P OF . -� ``� W lb IV ECR $ TYP. t5 : 0 + 00.00 TEAK WAY = �° u� v I I- � 4 + 61.00 PALO ALTO ST. 11118(, G.D.A. 1 REVISED DR\NEWAY LOCATION5 t- I BCR 11 �' ` �- 3 >� DATE 91 REN1510N APP'VD. z r— 6 M I F.- 3 o cn u � � ; °v v Q , I s "' ! � ' — �� W 4 .� CITY OF RANCHO CUCAMONGA w u �, + La 4' I 1 o . 2 0 0.5' Ln � PLAN AND PROFILE ��+, Cq 12' IB' I$' 112. 1 2 4 1 1 I I o 0 1 0 TEAK 'WAY _q o,�' + Z 12 I 18 I 1;3' , t— FROM 140' ± SOUTH OF PALO ALTQ ST. SEE SHEET NO. �. . TEAK WAY PALO ALTO STREET 3a• �D' TEAK WAY ,,4'��OFE�51r4�`,,,j, TO 11G' t NORTH OF PALO ALTO ST. _ SEE SH EE*T N0. 2 �'�/ :� . �, ` , TRACT N0. 12772 -Z FALO ALTO STREET `�;� DELBERT D. <� SOYER �1. APPROVED BY DATE �3 �+ CITY ENGINEER ' R.C.E. NO. R. .E. 13542 CURVE DATA CURVE D ATA y Exxpir r 3-31-89 1. DESIGN B� ER ENGINEERING CO. RECOMMENDED A R L T A R L T REP• 2950 AIRWAY AVE. SUITE B-2 dlA l`a4 © 89. 53' 37" 27. 00' 42.36' 26.95' p �5 06 15 30 250.00 27 .31 13.b7 �,. OF L, ^� COSTA MESA , CA. 92626 DRAWN SHEET CA � 7 a 966 - oaos � ZO 90. 06' 23" 27.00' 42.46' 27.05' ® 05' 50' 12" 26$.00' 27. 30' 13.66' PS 3 of 3 3 94' 00' 00" 27.00' 42.41' 27.00' RCE 1354 MY. 0 ® D6. 44' 47" 232 .09' 27.32' 13 .67' R EY 1 a_ FILE No. i DELBE T BDYER EXP. 3-31- 1024 DATE I-1:5 1 ,fir .