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HomeMy WebLinkAbout1258 GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of Iml IROVEMENT I LANS 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 60' Specifications. Ilk 47 2: All pipelines or substructures of kind, power Ij, lit water meters, valves, fire hydrants, etc. shoowneoronotoshown onpthese %C FOOTHILL BULEVARD O plans within the right-of-way limits or in adjacent areas where p, � improvement work is to be done shall be removed, relocated or protected /P SCALE ZZ FROM S 0 � 00 .00 T S TA -7 � 0 1 . 3 in place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize him- 44NMIIV self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- HELLMAN A tions, whether or not such facilities are shown on these plans. M' • �.- .� _ 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering TO 5 16 t 7 1 . 32 Depaitment prior to any encroachment or construction within City of FROM STA 10 +00 - ODL � Rancho Cucamonga easement or right-of-way. �pe ® CAP 1AC,COLO PLA1N4 JdX AIIiV 4* AC S. All grade stakes shall be set by the Contractor or Engineer. Paving QCONST. B"CURB &UTTER +~M/N stakes shall be set at all hinge points, edge of pavement points G ER 4•N/N. CL FAB within 0.01 foot of sub-grade elevation and at not sore than 50 foot H E L NI S AVENUE intervals. Additional paving stakes may be required by City Engineer TY P I C A L SECTION as needed at warped or vertical curve areas. STA D + D0 .00 T0 STA 6 + 62 . J 6. All sewer, water, electric, gas, phone or other utility laterals, F00THILL B0U LE VARDFROMmains, or crossings shall be constructed prior to paving. NO SCALE coNC. /NTERL oC�e'iNeS Aa.4l�E.e eo,eoEle /"tAIV o AeO 7. Compaction tests of-embankment construction, trench backfill, cor ,4 �E', C. PA oe pacting original ground and all sub-grades shall be performed at no as, A,8. SA fE cost to the City of Rancho Cucamonga. A written report with these 1111111111111 11IT9 fit' �, ' compaction tests shall be submitted to the City Engineer for approval 12' ��,:,i,:�„,,��, � v v prior to the placement of base materials and/or surfacing. 22' l2' ,/_FIT �� „_,,, 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to /O Tf//CKENE D CONC. 60.80ER verify stability oil content and Gradation of asphalt Paving 14 3 CHURCH STREET 9. Prior to installation of any paving, a materials report shall be 34'M/N. W /NTERLOCif/NG R.4YIN4 srTONE 4jr MAN41FAC7VC_rD > ; 4C > BY M[/LLER f11^/PL Y CO. P. O. BoX 638, ABA NN/A/G completed to verify: R-Value, sieve analysis and sand equivalent of - 2 lop 4 t t CA[/f 92220 aggregate base. TT 'o � •` .� .. •:.: <T/4) 849- 1433 to �.--_ —� 2� 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 .s'si• • a-r _ FOOTHILL BLVD. which protrude above the sub-grade and all voids or depressions shall I CONC. 8 O R D E R be filled with a fine grade material of a quality better than the native ® CAP f`AC,COLD PLAINS Jaw BMW 4'AC N. r.s. material. 0 CONST. 12”CURB & &UTTER 5 rrG 11. If the asphalt concrete is to be placed on sub-grade, a soils sterilant LoNc Ro[L CU.ed Q CONST. CO NC. SIDEWALK Q registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly J 4 TuTFSTo AlE ' A 4C.. PA V/N6 oVEt applied at the manufacturers recommended rate for the full pavement T Y P I C A L S E C T" I O N DEVON E S T. o 4 aAfE -� /"sANo aEo width prior to paving. �. '� � `- +"�► 1.�VEL dAtE bi _J W = 12. Estimate of quantities is provided by the Engineer only for the con- esE L L M A N AVENUE Z_ Wt "'�� venience of the developer, the contractor shall make his own dater- -7o SCALE > = FRAINT ST. .t 4 . Q „_„ urination of construction quantities before submitting a bid. Any � , i ,wiv item of work required by these plans which is not specifically listed A R R 0 W HN Y. in the estimate of quantities shall be considered as included in the ���-iH-��� J- other items of work. VICINITYM '''f CONT 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 Igloom shall. be constructed at each intersection. ND SCALE TURftfoNEr.4f MANUF•4CTu�CEO dY Mt/[L EIC 14. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. 6• /0, S�/Ps'LY CO., Po. sox 6349, BANK/N�, CAL/F 92220, Upon request the required plan revisions shall be promptly submitted to • X433 the City Engineer for approval. on t 15. Work site and exterior streets shall be in a neat, clean, hazard free, t W CONSTRUCTION NOTES & QUANTITIES .MOUNTABLE CURB ''''/TU�PF.fTO/VE orderly state, throughout construction. Site shall be cleaned upon request of the inspector. •:..: Z lop REMOVE EXIST. CURB S( GUTTER 855 LF 16. _Contact all Utilitv Comnanies as required, 48_hours prior to excavation. = t* ''�� _'' CONST. 8” CURB & GUTTER PER CITY STD . NO. 303 _ _ _ 32 LF AJ — t — — — — ( Q— CONST. 12" CURB & GUTTER PER CITY STD. NO. 303 _ _ _ t42 LF CAP f'AL',CaLD PiA/N4 Jdlr AVN "AIC REMOVE EXIST. IS- BLOCK WALL — _ _ _ _ _ _ — _ — _ _ 40 LF 2 CONST. d"CUR3 dr CUTTER CONST. COIYC. SIDEWALIIf Sa— REPAINT X-WALKS — — — — — — _ _ _ — — — _ — /fit .. V TYPICAL SECTION AEMOVE EXIST. PtAUNDERGROUNDING OFELEC. _ — � -2 FA. PROVIDED FOR YOUR CONVENIENCE ARE THE FDL'LDWING HELMS A V E N U E A. General Telephone (800) 422-4132 �_ _M for underground service No SCALEX 7Q--- CONST. L" MOUNTABLE CURB PER CITY STD. NO. 902 _ — — — — — _ 27 LF D. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 ba— CONST. 8" THICK COMMERCIAL DRIVEWAY _ _ — — _ 3,21L0 5F C. Cucamonga County Water District (714) 987-2591 ` 9641 San Bernardino Road PER CITY STD . NO. 306 Rancho Cucamonga, CA 91730 C. Metropolitan Water District (714) 593-7474 CONST. SIDEWALK PER CITY STD . NO. 310 — _ — _ _ — 3,Go9 5F P.O. sox 54153 10 CONST . CATCH BASIN PER STORM DRAIN PLAN Los Angeles, CA 90054 CONST. OUTLET �RA-IN PER STORM DRAIN PLANT. Pacific Telephone Company (714) 999-5639 II 11 f- A C' CHIP OVER .COLD PLAIN MIN . 3/4" JOIN TO CHIP SEAL EZZE 9,008 SF 13 INSTALL HANDICAPED RAMP PER CITY STD . 310 _ — _ _ _ 9 EA al4 — INSTALL STREET LIGHT — 16 , 800 LUMEN — — — — — — _ 3 EA 15 INSTALL STREET LIGHT — 9, 500 LUMEN — — — — _ — 3 EA, CITY OF RANCHO CUCAMONGA GENERAL NOTES FOR CAL TRANS 16 INSTALL STREET LIGHT — 5,p800 LUMEN — — _ — — _ — S EA STREET IMPROVEMENT PLANS 17 INSTALL" R-1" SIGN — _ _ _ — — _ . — — 2 EA i. ancroaehment Permit in required from Caltrans prior to TITLE SHEET , a p I6 REMOVE is 1hBANDON EXIST. DRIVEWAY WKS — _,�, _ 97 L F doing any work within the . State highway right of way . — — 15 REMOVE EXIST . SIDEWALK _ — — — — — — — Z�484 SF C. U P. N 87- /� 2. All workwithin the highway right Of way shall be t0 Z@-- CONST. TURF BLOCK PER DETAIL HEREON 162 5F. -�-. FOOTHILL VILLAGE State standards . 21 PAINT CURBS ICED �RQf(sSr¢''' APPROVED BY DATE �O 4f 1� j. Structural OQCtlOri iriQicatGd for highway is for a— REMOVE R RELOCAT SIGN POSTS PER CIrY ENt3fNEER — — — — — _ _ 6 EA. OEL ^FT D. �� • CITYEN6111EER — R.C.E. NO.-?2357 " y r �' DESIGN REC MM ND D estimating only. Actual section to be determined Q— INSTALL R2GA SIGN — _ — — _ — — — _ _ _ _ 3 EA. y'�, P_ I'LR _ BOYER iNEERIN6 CO. � after grading and appropriate lab tests . A T .I . 24 INSTALL "R-208" W1 NO TRUCKS OVER 3TONS Z EA S 1n;Eg �� D. L .K. 3154 AIRPORT laor DR. SUITE C-1 C of q0 should be used in the design of the highway � �1, COSTA MESA, CA. 22;29 Section . 2�— INTERLOCKING PAVERS PEA of)"AAe11 RE-Q/1,/— — — _ _ — _ — 1,158 SF * ExQris3;,1-89 ,� DRAWN (7'4) 9..6;-0308 SHEET © STREET TREES — — — — — — — — — — — — — — 12 EA. `rJ.gjf CfYil � �'�' CHECKED P.S. V,6" - S+t a1�NOFo4 OF CALli / Q DATE FILE NO. - J"V 54B BENCH MARK NO.- 18-8 ELEV. = 1205.224 AT NORTHEAST CORNER HELLMAN AVE. AN) FOOTHILL BLVD. 13 FEET EAST OF (L HELLMAN AVE. AND 50 FEET NORTH OF t FOOTHILL BLVD. 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C(TY FOR CONC.WALM . I . . HELMS AVENUE ,in f 4. ON WV 31DE FROM FOOTHILL BLVD TO 400' &Y , I '% A % � q.0 P ,N-f 87-/6 r I- 'I- I 4 _,. FOOTHILL VILLAGE "I'l�ill�,''��li,"",�ill�....?�ll I 1111,11 I , /q h3PJ - 111 11 I I: DATE- elIq - , I R'wrif ESS/0* 10 CITY ENGINEER - - - !�e�-1�1111,!!-'!��� kf.E. NO.' ZZ357 - DESIGN - Rkcomlv!E e_ BOYER ENGINEERIN6 CO. V_,�,,�, Z>. �cl_ I - � DELBERT D. l'- 3134 AIRPORT LOOP DR. SUITE C-1 " 49 D.L.M . CC) r-_nfl&Aar(fq .- ! - BOYER 2e - - ;OSTA MESA, CA. 92629 . f.3 rn � DRAWN SHEEI , L" f" , -0908 � w R.C.E. 13542 . * Expires 3_311-89 * . I L" ,,-,,.- 1354t 4 OF 4 - 20 PS I I I I I I I I NILSERT D. BUYER ICE NO. DRAWING NO. 4- 1 1 1 , I I I I + .1 - i , . t I I I , I i t 4 1 j I I I I 1 4 1 4 1 i I I It __4 -1 I I 4 i i ! i i I 1 J 1 1 � I I 11 , d I I I I ­ I . I � . 1 4 j t I I I , Q . I I I 1 14 1 1 1 , .� t ! , I I r1l. I -1 I . t , I I I � I I , . I I 1 4 � � 't I I . 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