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HomeMy WebLinkAbout2440-1I I I 1 I 1 I I 1 I I I I I I 1 I I --1--J--1•--L•-J--•L--�---1--•1•---�--1--L-J--1--L--�--1--�-- I I I I I 1 I I I I I I I I I I I I I I I --1--I---I--1--�---�--1--L--�----L-J--1--1---1--1--L_J--1•-- I I I I I I I I I I I I I I I I I I I I I 1 I I I 1 1 -•�--1--I---�--1--I--1--1--L-- I 1 I I I I I I 1 -1--1•--J--1•--�•---�--�--�---�-- I I 1 1 1 1 I I 1 I I I I I --�--J--•1•--�---�--j--�---�--1-- 1 I I I I I 1 I I I I I I I I I I I 1 I -•-1--1--L•--1--t--�---�--1•--�•- I I I I I I I ! 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COtiillIPL.ETE EXISTING CROSS &JTTE'R PE i1t CITY STD.0104 -- -----+--t----+--t--- --+-- --1--+-- ---+--r--•�--+--t`- 1 I I 1 I 1 I I I I I I I I 1 I --+--r--- --+----I--+--t`--�-- --t`----+--r---1--+--t--- --+-- I I I I I I I I I I I I I I I I I I -- --+-- ---+--t-----+--f-- I I I 1 -+-- --I--_4--+--t--4--+--I-- -- --+-- --�--� -- --4­.__I6___4__+--t--4-- --+-- - -+---•�--+--r-a--+--�-- SAH OUT I'AVENiLNT TO A NEAT STRAICIHT GUT --+----e--+--t--t--+--t` -�-- I I I f I I I 1 I 1 I I I I I I 1 1 I I --r-,--T--r--,--T--r---�--T--1--T--r-,--T-- - �--- - T I I I I I I I I 1 I I I 1 IjX I Ti G R 1 I I I 1 I I 1 I I I I I 1 I 1 I -- --r- -�7-I- -- - -�, --- -�-J'--i--T--r--,--T--r--� ��h I L LF_6KLT'I___J__ I �I t f I .1--T--�- � 1 ----r------I•----i--t--}---T-- 1 1 1 I 1 I 1 I 1 1 I -----y--T--r --1--T 1 I I I -S- -- -- I I I I 1 I --r---t--r--1--T--r-- � I I I � I I I 1 1 I I I I --T--r-----T--r--•-i--T--r--�-- I I I I I I I I I I I I I I I I I I 1 1--' 1-- __L_ I I I I I I I I I I I I I •I I I I F ~+--F---i--+-- I I I I I 1 I I I t 1 '--+--F-- f-- t I I t ISI � I I I I� ~I--�•--F--•i--+-� I I I I� I I I I�� I ~' I I--+--�-- I I I I I I I 1 I 11 - 1 -- -- - --l-- --F----+--F- + -� + --+--I----+--F---1--+--H--i----F--�--+ ---I 1� - --t - - -- -- --+-- -•�----1►---1-- --F--- --+--H I I I I B" -- --+--F---1 --' I I I 1 I 1 I 1 -+-----1--+--1--�1 I I I I I I �I I taken after completion of rough grading. �Tll_ I- III -------T--r- 'i T 'i -T--r---T�-- -- -- - �-----I----------------------Tr1r ,f"'"i t i"'1r'�1 '� T t �t I 1 I 1 I I I I I I 1 I 22. All backfill compaction to be certified by sons engineer. (909) 945-73562 the City Engineer may required temporary gunite swales, entering 23. All materials and methods to be subject to the approval of the or leaving Improvements. 3939 E. CORONADO STR I Ole' I I I I I I I 1 I I I I I V -- - --- --i---+--�-�-- ---- --� - +-----+--� -- --I +--i -�-- --` -�-- --� - �-drD - i ----+--I I ,+--i----+----+--� - -�-- - i i --�- '-- i --� - I - --� I I I I I I I -�-- i-; --- i --�-- i---+--�- I I I I -- I i - -- P.�/.I I - �T I . I I -I - I I - -1-- - i--; I I --I tD I-- 1 I I +--i { I I I I I I -- t --I -i-- _I _ r` I ��I I I I I I '• '--' --' - '-� ' - '-- --I I I --' - '-- -- -I '1 T r '1 T I I I I I I I �-I I I I I - '-- --' - --' --' - --' --' - I I I t I I 1 I 1 -' --' I - '--' -- - -- -- - -- -- --'j-- --�-- I I 1 1 I I I I I I I I --' --r-;--¢-- I I I I --I I --I--;-- 't I I I I t --' I v -- -- I I I< -- -- - -- -- - - -- I I I I I I I I I I I I I I I I I I I LA__1__L_+__ I I I I I I I poles, water meters. valves, hydrants, irrigation structures, 26. Contractor shall not operate any main line water valve etc., shown or not shown on this plan and located within areas to 27. If existing utilities or any other facilities conflict wlth the F--1--+--H-�--+--F---�--+-- �--+--H--i �+--t---�--+--H- I --+--H--1--+- r ---f--+- F---�----H--i--+- F- --I �+--H -i--+-- -i--♦ t- ' + F- ' + F- t �� ! 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B' SEWER LINE le' eMFt (1 lt�H ((w w w AXI Tom" h �TL�t-CINE I I �w�5' -0-�- -�--- s ---� + SAN cur rl LINE I 1 11 40 I 41s+s0 1.4 s s ! N s9'ST39' s T SGA E . - H LLY--IVB ,_ 14& _ EXI5T1NO FARM LOT LINE 1 18 7.5' %"ST. e" MATM Ln�E w r c �o ,�o• 2 �. 2 XIST, 8' CURB GUTTER ORR- mill_ R�Y`1if 15' EXIST. 4' THICK CONC. SIDEWALK 50' I REVISIONS MARK DESCRIPTION I APPROVED DATE maw. g9'llEi'T GR+OH9M My IR/K r 10 9 2% 0.00 `- s'DEWALK_.....i I LX1ST. AG l�Ati�t4�tT - !XIST. W slum AND OUTTM owM: FINCHEY FONTANA INC. ,ADDRESS: 9540 - 9612 SIERRA AVENUE, FONTANA, CA CoolmnQATOR: lid. DAVID MCOTHODES PHoxZ: (909) 923-73e0 75U+UU W lvvz W I -0.40' 1 1 1 12 Laval 11me ._- 5.T4% -0.5! EXIST. FARM LOT LIPS 1 2 90M�IG LAND 4 WA17-W W.- -SAN cur PAVEll LME 16.51 &I /' » /1G.G GL r T I /1A I w... .•o _ &-: l BENCH MARIK 1'x'0. 127 _ELI 171.00 LOCATION: ")C" ON SOUTH END S.W.C.R. HOLLY DRIVE do SIERRA AVE. NOT TO SCALE CONSTRUCTION NOTES QUANTITY O CONSTRUCT 6" CURB i GUTT'E'R PER CITY STI 101 X34 Lie O M CONSTRUCT 41 Nt1N. A.C.OVM COMPACTED 112 TON PAVING NOTES 12" SUB&RADE TO q5% i°ER CITY STDS. Actual thickness of base material to be determined by eon test O CONSTRUCT 4"THICK, 4'WIDE P.G.G. SIDEWALK iNER CITY STOS. iS20 SF O CONSTRUCT SO'WIDE, 6"THICK DRIVEWAY APPROACH PER 136 5F Landscaping, landscaping irrigation, domestic water, reclaimed CITY STD.0 102-0 (2 EA.) Public Works Department prior to the start of any work within the O EXISTING UTILITY TO BE RELOCATED BY OTHERS 2 EA. city limits. TRIES TO BE RELOCATED el EA. i� SAW GUT AND REMOVE EXISTING SIDEKA.LK AS NECESSARY I EA. of Fontana. SAH GUT AND REMOVE EXIST. CURB A5 N'ECESSARY 9 i!'EGONST. 45 LP 17. COtiillIPL.ETE EXISTING CROSS &JTTE'R PE i1t CITY STD.0104 450 5F 10 CONSTRUCT RAMPED CURS RETURN RE R CITY STD.0104-A CR=559 I EA. II CONSTRUCT A.G. OVERLAY ( I" MIN. THICKNESS X S' HIDE) 1140 Sic 12 SAH OUT I'AVENiLNT TO A NEAT STRAICIHT GUT 550 Lf. 13 INSTALL ORNAMENTAL STREET LIGHT POLL KM500 HP5 LIGHT 2 EA. Actual thickness of A. C. pavement and/or base course material FIXTURE; COBRA HEAD WT -OFF, ON 6' MAST ARM, 50' HIGH Specifications. and where there is or may be a conflict shall REVISIONS MARK DESCRIPTION I APPROVED DATE maw. g9'llEi'T GR+OH9M My IR/K r 10 9 2% 0.00 `- s'DEWALK_.....i I LX1ST. AG l�Ati�t4�tT - !XIST. W slum AND OUTTM owM: FINCHEY FONTANA INC. ,ADDRESS: 9540 - 9612 SIERRA AVENUE, FONTANA, CA CoolmnQATOR: lid. DAVID MCOTHODES PHoxZ: (909) 923-73e0 75U+UU W lvvz W I -0.40' 1 1 1 12 Laval 11me ._- 5.T4% -0.5! EXIST. FARM LOT LIPS 1 2 90M�IG LAND 4 WA17-W W.- -SAN cur PAVEll LME 16.51 &I /' » /1G.G GL r T I /1A I w... .•o _ &-: l BENCH MARIK 1'x'0. 127 _ELI 171.00 LOCATION: ")C" ON SOUTH END S.W.C.R. HOLLY DRIVE do SIERRA AVE. NOT TO SCALE PRIVATE ENGINEER'S NOTE The private engineer signing these plans is responsible for assuming STREET IMPROVEMENT PLANS GENERAL NOTES 1. All work shod be dome M accordance with Meese plans and tine 15. The eontrnctor(s) shah coordinate construction Wft all plans for approval by the City of Fontana Public Works Department Standard Specifications PAVING NOTES utilities and other improvements including, but not limited to, Actual thickness of base material to be determined by eon test dated 1975, and any revision thereafter recommended by the Soils Engineer R. Values, gravel equivalents gas, telephone, electrical, Righting, television cable, 2. Construction permits shall be obtained from the City of Fontana GROUND SURFACE Landscaping, landscaping irrigation, domestic water, reclaimed EDFE OF PAVEMENT Public Works Department prior to the start of any work within the City water, sewer, storm drainage, flood control systems, etc. leaving city limits. 16. As bulk, drawings shall be provided by the engineer to the City 3. Stationing refers to the centerilnes of street except where RIGHT OF WAY of Fontana. A.C. otherwise noted. 17. Type, location and width of driveway approach aprons wiM be 4. Curve data refers to the face of the curb. AVE. determined at the time of construction and shall conform with the 5 All exposed concrete shall conform in grade, color and finish to VALLEY BLVD. City of Fontana standard details. all adjoining curbs and sidewalks. 18. Contractor is instructed to refer to these plans and the S. Actual thickness of A. C. pavement and/or base course material Specifications. and where there is or may be a conflict shall FONTANA, CA 92335 for structural street section shall be recommended by a immediately report said conflict or possible conflict to the geotechnical engineering report and submitted to the City of (909) 889-9711 owner's representative. Fontana for approval upon completion of rough grading. 19. Sterilant required under all A.C. pavement. 7. Pavement structural sections shown are minimum and subject to 20. No concrete shall be placed until forms and reinforcing steel revision and approval of the City as required by soils tests BREA, CA 92621 have been placed Inspected and approved. taken after completion of rough grading. 21. All utility companies shall be given 48 hours notice prior to a. Care should be taken to prevent grades, ditches and *wales from 9000 HELLMAN AVENLI/91730 work around their facilities. undermining street improvements. Upon inspection of the site, 22. All backfill compaction to be certified by sons engineer. (909) 945-73562 the City Engineer may required temporary gunite swales, entering 23. All materials and methods to be subject to the approval of the or leaving Improvements. 3939 E. CORONADO STR City Engineer., 9. All underground work shall be completed prior to paving of the 24. Backfill materials shall be verified by contractor and approved streets. by Public Works Inspector prior to the placing of any permanent 10. Adequate stakes shall be sat by the Engineer to enable the pavement contractor to construct the worts to the plan grades. 25. Contractor to install pavement markings and striping as required 11. All pipes or substructures of any kind and all telephone or power by the City Engineer. poles, water meters. valves, hydrants, irrigation structures, 26. Contractor shall not operate any main line water valve etc., shown or not shown on this plan and located within areas to 27. If existing utilities or any other facilities conflict wlth the be improved and interfering with construction, shall be relocated proposed improvements, work shall stop and the Engineer notified by others. it shall be the contractor's responsibility to notify immediately. all of the agencies concerned before construction begins. 28. It shall be the responsibility of the contractor to notify the 12. All manhole and cleanout frames and covers shall be constructed Engineer after the base course has been constructed and before 6" below finished grade by sewer contractor and shall be raised the paving has, been installed so that the Engineer may install to grade by paving contractor after completion of paving. the street centerline monuments as required by the City Code of 13. All valve cans and covers shalt be constructed e' below flnished grade by water contractor and shall be raised to grade by paving 29• the City of Fontana. A separate tree removal permit shall be obtained from the City Planning contractor after completion of paving. Division, prior to any removal or relocation of trees. 14. Refer to City of Fontana, underground utility location Standard Detail 129.. PRIVATE ENGINEER'S NOTE The private engineer signing these plans is responsible for assuming the accuracy and acceptability of the work hereon. In the went of discrepancies arising during construction the Private engineer shall be responsible for determinin91ty. an acceptable solution and revising the plans for approval by the icL PAVING NOTES OF Actual thickness of base material to be determined by eon test and recommended by the Soils Engineer R. Values, gravel equivalents and structural section of streets shall be submitted to the City of Fontana for approval upon completion of rough grading. GROUND SURFACE Care should be taken to prevent grades, ditches and *wales frorin EDFE OF PAVEMENT undermining street improvements upon inspection of the site, the City Engineer may require temporary gunite swales, entering or leaving improvements. CHAIN LINK Pavement sections shown are minimum and subject to revisioln and CENTER LINE approval of the City as required by soils test taken after completion RIGHT OF WAY of rough. Construct "A.C. over" A.B. paving. (Assume C thickness to A.C. over native for estimating puse s only. Actual paving NEW A.G. PA1/E' EN be determined per #6 and 770general notes . A.G. OVERLAY LEGEND S l y Raw 25' i lie wOiESS/[L., UNDERGROUND SERVICE ALERT (800) 422-4133 TWO lfiV fM11VG VATS BEFORE YVU DIG PROPERTY LINE D W SEHER MANHOLE (XXXX.XYJ EXiSTIN6 ELEVATION TG TOP OF CURB icL PLOH, LINE OF CURB FACE FN FiRE HYDRANT HV HATER VALVE as GROUND SURFACE EP EDFE OF PAVEMENT 5/W SIDEWALK BW BACK OF SIDEWALK G.L. CHAIN LINK Qt CENTER LINE R/Yl RIGHT OF WAY j STREET L 16HT POLL yz NEW A.G. PA1/E' EN W_ A.G. OVERLAY S l y Raw 25' i lie wOiESS/[L., UNDERGROUND SERVICE ALERT (800) 422-4133 TWO lfiV fM11VG VATS BEFORE YVU DIG FOOTHILL BLVD. UTILITY NOTIFICATIONS D W WATER: SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE EL MONTE, CA 91734 RANDALL AVE. w (213) 448-6183 W a SEWER: CiTY OF FONTANA 8353 SIERRA AVENUE � > FONTANA, CA 92335 UJI Q < (909) 350-7640 SITE POWER: SOUTHERN CALIFORNIA EDISON COMPANY P. 0. BOX 788 300 N. PEPPER STREET W_ SAN RIALTO, CA 92376 AVE. V) ATTN: DAViD JONES VALLEY BLVD. (909) 820-5191 GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 MR. LOU WESTFALL (909) 889-9711 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA 92621 (909) 529-2886 TELEPHONE: GENERAL TELEPHONE i 9000 HELLMAN AVENLI/91730 RANCHO CUCAMONGA. C (909) 945-73562 PACIFIC DELL 3939 E. CORONADO STR ANAHEIM, CA 92807 (714) 999-5639 FOOTHILL BLVD. D W W RANDALL AVE. w C' W a cc � > HOLLY DRiVE UJI Q < SITE W_ SAN BERNARDiNO AVE. V) VALLEY BLVD. 10 FREEWAY VICINITY MAP_./ NOT TO SCALE PR I VATS LNG I NLLR'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION Oie ANY IJ14DER6ROLM UTILITY PiPES, GONDUItS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 17RAWiN. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON51BI L I TY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL A550ME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURIN6 THE COiJRSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITS TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE G I TY, THE OWNER AND THE EN61 NEER HARMLESS PRCM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN GONN'EGTi ON WITH THE PERFORMANCE OF W0RK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARI SI N6 FROM THE SOLE NE&L 16ENCE OF THE OHNER OR THE ENG I NEER. `r CLIP "6-I6/2G 016-02 PREPARED BY: JNL CONSULTING ENGINEERS 1413 WEST U DENEY, ONTARIO, CA 91762 PHONE/FAX: (908) 9E8-5307 R.C.E. NO. C54826 EXPIRATION DATE: 03-31-00 0- /4 - Jib DATE CITY OF FONTANA CALIFORNIA► PUBLIC WORKS DEPARTMENT DRAWN BY: STREET IMPROVEMENT PLANS SCALE: Foil 1 " =400 DESIGNED BY: HOLLY DRIVE DATE: o -JC -mo FROM STA.745+50 TO STA.750+00 OCT. 1996 CHECKED BY. Approved: • ��/� �' -/W- RC' Dwg.NO. 1 No at C J - I CITY EN(' LNEER SL C 25125 21 ik) 1 0 a