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Home My WebLink About3797-9r - Ajix-l-p W i V0, J6 J(-- 72W / J CAMPA NIA WA Y SEE SHE 2 OF 11 DWG. No. 3754 EXIST. EDISON TOWER VIENNA LANE TOLL FREE -"Ommmw'1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOX A VENUE J:HT 4 OF 7 No. 3704 10' LANDSCAPE LETTERED LOT i� SCALE IN BENCH MARK.• # 8-17 CAL TRANS BENCHMARK -17. A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 M/ WEST OF SAN SEVAINE RD., 2.65 M/ WEST OF SIERRA A VE. n Fva Tenni. if 1428.609 M. W.D. CONS TRUC T/ON NOTES: 1. NOTIFY MR. JOE MIRONE OF M.W.D. 'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY. Al 2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE. J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED FOR M.W.D. 'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR TO CONSTRUCTION. 4. ALL M.W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCTION WORK, WHEN A MANHOLE OR OTHER M.W.D. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. 5. THE FOLLOWING LOADING RESTRICTIONS APPLY - RIALTO PIPELINES THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY MODE WITHIN 30 FEET OF THE CENTERLINE OF THE PIPELINE. WHEN THE COVER IS A MINIMUM OF 4 FEET AND NO GREATER THAN THAT SHOWN IN THE FOLLOWING TABLE, ALL OF THE LISTED EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPERATE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. EXCEPT WHERE RESTRICTIONS APPLY ON THE TABLE BELOW, WHEN THE COVER IS A MINIMUM OF 5 FEET AND NO GRATER THAN THE SHOWN ON THE FOLLOWING TABLE, AND WHEN THE GROUND IS MAINTAINED IN A SMOOTH CONDITION WITH A UNIFORM SLOPE FOR THREE VEHICLE LENGHTS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCRAPERS MAY OPERATE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. RIALTO PIPELINE STATIONS MAX. COVER TABLE CITY ALLOWABLE LOAD CURVE DEL TA RADIUS LENGTH TANGENT Cl 27'15'58" 27.00 12.85 6.55 FROM TO FEET 12.85 6.55 C3 J501451" 30.00 3648+00 3648+55 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3648+55 3649+99 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3649+99 3650+47 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3650+47 3652+63 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3652+63 3660+79 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3660+79 3662+41 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3662+41 3663+00 10 ALL LISTED EQUIPMENT EXCEPT CAT 631E SCRAPER WITH MINIMUM COVER RESTRICTIONS 3663+00 3677+00 23 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS ENEEMEMER 11 PRO Immmull MENEENEEME MENEEMEMENEENEEMEMEN OWL" MIME MEN r - Ajix-l-p W i V0, J6 J(-- 72W / J CAMPA NIA WA Y SEE SHE 2 OF 11 DWG. No. 3754 EXIST. EDISON TOWER VIENNA LANE TOLL FREE -"Ommmw'1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOX A VENUE J:HT 4 OF 7 No. 3704 10' LANDSCAPE LETTERED LOT i� SCALE IN BENCH MARK.• # 8-17 CAL TRANS BENCHMARK -17. A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 M/ WEST OF SAN SEVAINE RD., 2.65 M/ WEST OF SIERRA A VE. n Fva Tenni. if 1428.609 M. W.D. CONS TRUC T/ON NOTES: 1. NOTIFY MR. JOE MIRONE OF M.W.D. 'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY. Al 2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE. J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED FOR M.W.D. 'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR TO CONSTRUCTION. 4. ALL M.W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCTION WORK, WHEN A MANHOLE OR OTHER M.W.D. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. 5. THE FOLLOWING LOADING RESTRICTIONS APPLY - RIALTO PIPELINES THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY MODE WITHIN 30 FEET OF THE CENTERLINE OF THE PIPELINE. WHEN THE COVER IS A MINIMUM OF 4 FEET AND NO GREATER THAN THAT SHOWN IN THE FOLLOWING TABLE, ALL OF THE LISTED EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPERATE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. EXCEPT WHERE RESTRICTIONS APPLY ON THE TABLE BELOW, WHEN THE COVER IS A MINIMUM OF 5 FEET AND NO GRATER THAN THE SHOWN ON THE FOLLOWING TABLE, AND WHEN THE GROUND IS MAINTAINED IN A SMOOTH CONDITION WITH A UNIFORM SLOPE FOR THREE VEHICLE LENGHTS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCRAPERS MAY OPERATE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. RIALTO PIPELINE STATIONS MAX. COVER TABLE CITY ALLOWABLE LOAD CURVE DEL TA RADIUS LENGTH TANGENT Cl 27'15'58" 27.00 12.85 6.55 FROM TO FEET 12.85 6.55 C3 J501451" 30.00 3648+00 3648+55 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3648+55 3649+99 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3649+99 3650+47 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3650+47 3652+63 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3652+63 3660+79 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3660+79 3662+41 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3662+41 3663+00 10 ALL LISTED EQUIPMENT EXCEPT CAT 631E SCRAPER WITH MINIMUM COVER RESTRICTIONS 3663+00 3677+00 23 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS EQUIPMENT THAT IMPOSE LOADS GREATER THAN THOSE OF AN AASHTO H-20 VEHICLE MUST NOT BE OPERATED WITHIN 20 FEET OF THE EXISTING MANHOLES STRUCTURES AND BETWEEN STATIONS 3662+50. FAN CONSTRUCTION NOTES: O -CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (957' COMPACTION) CURVE TABLE CITY (2) --CONSTRUCT 6" CURB AND GUTTER PER CITY STD. PLAN NO. 1003. CURVE DEL TA RADIUS LENGTH TANGENT Cl 27'15'58" 27.00 12.85 6.55 C2 27' 15'58" 27.00 12.85 6.55 C3 J501451" 30.00 18.46 9.53 C4 35' 14'51 " 30.00 18.46 9.53 C5 90600'00" 35.00 54.98 35.00 C6 90'00'00" 35.00 54.98 35.00 C7 180000'00" 4 7.00 21.99 INFINITE CONSTRUCTION NOTES: O -CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (957' COMPACTION) REVISION DESCRIPTION DATE PER SOILS REPORT RECOMMENDATION. CITY (2) --CONSTRUCT 6" CURB AND GUTTER PER CITY STD. PLAN NO. 1003. SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS O--CONSTTUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1003. Pre aced Under The Su ervision Of P P (D --CONSTRUCT 6" AC DIKE PER DETAIL ON SHEET 2. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015, ("W" PER PLAN). 0 -CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1006. a-CONSTTUCT CROSS GUTTER PER CITY STD. PLAN 104, MODIFIED WITDH OF 10' (D -INSTALL KING K199E CALIFORNIA LUMINAIRE TYPE K199 -EAR- 11- 150-HPS- 120 -K16 -PBC (H=14.5) @ SOUTHERN CALIFORNIA EDISON EASEMENTS NOT . COSI i/MENCE . WTH/N TWO YEARS OF THE DATE OF 9 -CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005 ("W" PER PLAN). 14 REMOVE AC DIKE. �-CONSTRUCT CHAIN LINK FENCE, GATE PER MWD FIG. 5 (GATE OPENING= 20' PLAN) BASIS OF BEARINGS: THE BRG. N089059'31 "E ALONG THE CL SUMMIT AVE AS SHOWN ON TR, NO. 16427-1, M.B. 29617-11. REV. REVISION DESCRIPTION DATE ENGR. CITY DA TE SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS Pre aced Under The Su ervision Of P P NOT . COSI i/MENCE . WTH/N TWO YEARS OF THE DATE OF QROFIOrV ��°��,�. I wq Fy PREPARED /N THE OFF/CE OF MADOLE AND A SSOC/A TES, INC. APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A �o sem, w� � No. 36637 c ;u760 -A SOUTH ROCHESTER AVENUE CA 917 , THE C/TY ENG/NEER MAY REQU/RE D/L/GENT MANNER REVISIONS TO THE PLANS TO BR/NG THEM INTO Exp: os -3o -os * 9TF I v i OFCAL\F PHONE�909) 937-9IO 151 Date Z 3 %�Ecoxv I�R.4W//jIC G M�N CONFORMANCE TH CONDITIONS AND STANDARDS RDS /N EFFECT. W/ - RCE 366 EXP. s- o39- /1\ REVISED AS SHOWN tz7411eq 09 1 WENDELL L. /WA TSURU CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT DRAWN BY dM DESIGNED BY.• CHECKED BY a/ VED VIENNA LANE FROM I91OX AVE. 4.4.E WEST. DF KNOX AVE. PLAN SCALE: AS SHOWN DA TE: DEC. 2004 DRAWING N0. 9 R. C. E. 51152 DATE 3797 J:\126-2023\streets\ST09-Rev.dwa. 12/21/2005 7:54:00 AM. Gerrv. Ger