Loading...
HomeMy WebLinkAbout4955-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7• THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TP,ENCH WORK FOR TRENCHES 5 FEET OF GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS, ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORKAROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA FOR CURB REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED, 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND. MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21 • THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON -ERODIBLE SWALES ENTERING OR LEAVING IMPROVEMENTS, 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRON SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AND "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF STREETS. E 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A. C. PAVEMENT AND10R BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, ,WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEER'S NOTE: UTILITY CONTACTS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ELECTRICITY WATER ANY OTHER STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE SOUTHERN CALIFORNIA EDISON COMPANY FONTANA WATER COMPANY ARE NO OTHER UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE DRAWINGS. 300 N. PEPPER AVUNUE 15966ARROWROUTE UT MARY MEASURES TO THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECA RIALTO, CA 92376 PROTECT THE UTILITY LINES SHOWN ON THE DRAWINGS. THE CONTRACTOR FURTHER UNDERGROUND: (909) 357-6233 FONTANA, CA 92335 OFFICE HOURS: (909) 822-2201 . ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR TRANSMISSION: STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. (909 875-5100 AFTER HOURS: (909)428-8746 PIPELINE: (909)657-1233 Q CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DISTRIBUTION: (909) 357--6233 PLANS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION MIN. OF 95% COMPACTED NATIVE SUBGRADE. (� OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT t / OF FONTANA STANDARD PLAN NO. 1000. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 5 FOOT WIDE CONCRETE SIDEWALK OCONSTRUCT WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND AVE. CONCRETE DRIVEWAY APPROACH HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL FONTANA O7 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE PARKWAY LANDSCAPING PER LANDSCAPING PLAN FONTAN OF THE OWNER OR THE ENGINEER. FWC* 10 0� INSTALL STREET LIGHT LUMINAIRE (5,800 LUMEN � Q Q CD EXIST. POWER POLE PER CITY OF FONTANA - BENCHMARK: BASIS OF BEARINGS: Q cc LU U cc W U v U) NGS GPS MONUMENT THE BEARINGS SHOWN HEREON ARE BASED ON THE 10 NO. EV9264 , BEARING BETWEEN THE NGS GPS CONTROL PT. #A14503, AVE. ELEVATION CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983 DIAL \ TWO WORKING LOCATION 1117.91 FEET (NAVD 88) (NAD 83), ZONE 5. BEFORE Y 0 U D i G `"k, DAYS BEFORE _- BOYLE AVENUE 1 TITLE SHEET, LOCATION AND VICINITY MAPS 2 BOYLE AVENUE PLAN AND PROFILE STREET IMPROVEMENT 210 Q Q Q PLANS VICINITY MAP N.T.S. BOYLE AVENUE CONSTRUCTION NORTH CL SOUTH PLANT F23 EXIST. COUNTY SOUTH EXIST. R/W CL PROP. R/W R/W -(20') 34' I�-- 15' (20') (-.�- 0.5' _ EXIST. 8' HIGH (EP) �`---I - -- f 1 S) (EP) 7 i FENCE 6 PILASTER 5' I (2') (3))=t CROWN (10') (4.5') TC FL FG VARIES VARIES o (1.1%-1.9%) (1.3--2.5%) o h PROP. 5' WIDE SIDEWALK PROP. 8" CONCRETE XIST. 13/4" AC PAVEMENT CURB 8 GUTTER PROP. 4.5" AC N- N. OVER GRIND AND OVERLAY 12" MIN. NATIVE SUBGRADE COMPACTED TO 95% JOIN TO EXSITING. SEE JOIN DETAIL BELOW BOYLE AVE. TYPICAL SECTION (STA 10+99.31 TO STA 12+39.43) SCALE: 1"=10' TI = 5.5 CROWN CL (EP) GRIND 0.10' MIN. EXIST. SAWCUT AND REMOVE a PAVEMENT AND OVERLAY EXIST. PAVEMENT 0.10'MIN �N 4.5" AC PAVING - 11J -I I i -III Il i-111 111= I I I -III -II I I -III -I - - - LEXISTING NATIVE SUBGRADE PAVEMENT COMPACTED TO 95% JOIN DETAIL NOT TO SCALE TOLL. FREE 1-500-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT -FE-V. REVISION DESCRIPTION DATE ENGR. CITY DATE .,,j I LOCATION MAP N.T.S. SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET, LOCATION AND VICINITY MAPS 2 BOYLE AVENUE PLAN AND PROFILE OGRIND 210 Q Q Q ui Q OINSTALL MIN. OF 95% COMPACTED NATIVE SUBGRADE. (� CONSTRUCT 8 IN. CURB AND GUTTER PER CITY t / OF FONTANA STANDARD PLAN NO. 1000. BASELINE 5 FOOT WIDE CONCRETE SIDEWALK OCONSTRUCT PER CITY OF FONTANA STANDARD PLAN NO. 1006. AVE. CONCRETE DRIVEWAY APPROACH ©CONSTRUCT FONTANA O7 CITY OF ® PARKWAY LANDSCAPING PER LANDSCAPING PLAN FONTAN EXISTING BLOCK WALL (4" X 36") AT INLET FWC* 10 0� INSTALL STREET LIGHT LUMINAIRE (5,800 LUMEN ARROW Q CD EXIST. POWER POLE PER CITY OF FONTANA BLVD. m Q cc LU U cc W U v U) 10 BOYLE AVE. PROJECT LOCATION VICINITY MAP N.T.S. BOYLE AVENUE CONSTRUCTION NORTH CL SOUTH PLANT F23 EXIST. COUNTY SOUTH EXIST. R/W CL PROP. R/W R/W -(20') 34' I�-- 15' (20') (-.�- 0.5' _ EXIST. 8' HIGH (EP) �`---I - -- f 1 S) (EP) 7 i FENCE 6 PILASTER 5' I (2') (3))=t CROWN (10') (4.5') TC FL FG VARIES VARIES o (1.1%-1.9%) (1.3--2.5%) o h PROP. 5' WIDE SIDEWALK PROP. 8" CONCRETE XIST. 13/4" AC PAVEMENT CURB 8 GUTTER PROP. 4.5" AC N- N. OVER GRIND AND OVERLAY 12" MIN. NATIVE SUBGRADE COMPACTED TO 95% JOIN TO EXSITING. SEE JOIN DETAIL BELOW BOYLE AVE. TYPICAL SECTION (STA 10+99.31 TO STA 12+39.43) SCALE: 1"=10' TI = 5.5 CROWN CL (EP) GRIND 0.10' MIN. EXIST. SAWCUT AND REMOVE a PAVEMENT AND OVERLAY EXIST. PAVEMENT 0.10'MIN �N 4.5" AC PAVING - 11J -I I i -III Il i-111 111= I I I -III -II I I -III -I - - - LEXISTING NATIVE SUBGRADE PAVEMENT COMPACTED TO 95% JOIN DETAIL NOT TO SCALE TOLL. FREE 1-500-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT -FE-V. REVISION DESCRIPTION DATE ENGR. CITY DATE .,,j I LOCATION MAP N.T.S. SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET, LOCATION AND VICINITY MAPS 2 BOYLE AVENUE PLAN AND PROFILE HINGE COVER AT INLET INLET RECTANGULAR TOP OF FRAME � 60Q mm: i a. FRAME AND --? w TYPE 2 1 YP E' 1 ER SSPPPWr, is2 PIPE PER t . PLANS -' SEENTE E 600_._ mend . (24"). SECTION A 1 RIK INLET TYPE_ �' I sEE I J. NOTE $ I I E AR 50 1 2 6(10°} 1 `€ � 150 (m") MIN I SECTION 6 8 I I D INLET TYPE 1 DETAIL OF ANCHOR r i j 75 mm case Face Cu>aa FACE (� ( ANCHOR ' IF 3u1 _ _ LH4 FL - POINT: M, POINT N "-POINT P POINT t1> Em 3000. mm (to') S 3000 !rim (10' TC GRADE NE AS s 2 -UTOP OF'CMR6 SHOWN ON PROFILE TOP � CUR9 POINT P POINT Q POINT M POINT N PROFILE ALK GALVANIZED STEEL NISNtS FlH iiNGCE S; mm J BAR SPACINGmm 300 12" CONSTRUCTION NOTES O SAWCUT AND REMOVE EXIST. PAVEMENT OGRIND EXIST. PAVEMENT AND OVERLAY 750 30" 0.10' (MIN.) AC PAVEMENT $aa 36" 4.5 IN. MIN. AC PAVING OVER 12 IN. OINSTALL MIN. OF 95% COMPACTED NATIVE SUBGRADE. (� CONSTRUCT 8 IN. CURB AND GUTTER PER CITY t / OF FONTANA STANDARD PLAN NO. 1000. 1500 6a" 5 FOOT WIDE CONCRETE SIDEWALK OCONSTRUCT PER CITY OF FONTANA STANDARD PLAN NO. 1006. CONCRETE DRIVEWAY APPROACH ©CONSTRUCT PER CITY OF FONTANA STANDARD PLAN NO. 1002. O7 CONSTRUCT CONCRETE PARKWAY DRAIN PER SPPWC STD. 151-1 ON SHEET 1.(S=36") ® PARKWAY LANDSCAPING PER LANDSCAPING PLAN ®CORE EXISTING BLOCK WALL (4" X 36") AT INLET OF PROPOSED PARKWAY DRAIN 10 0� INSTALL STREET LIGHT LUMINAIRE (5,800 LUMEN HPSV, 70 WATT, # 7) WITH 6 FT MAST ARM ON EXIST. POWER POLE PER CITY OF FONTANA STANDARD PLAN NO. 404 HINGE COVER AT INLET INLET RECTANGULAR TOP OF FRAME � 60Q mm: i a. FRAME AND --? w TYPE 2 1 YP E' 1 ER SSPPPWr, is2 PIPE PER t . PLANS -' SEENTE E 600_._ mend . (24"). SECTION A 1 RIK INLET TYPE_ �' I sEE I J. NOTE $ I I E AR 50 1 2 6(10°} 1 `€ � 150 (m") MIN I SECTION 6 8 I I D INLET TYPE 1 DETAIL OF ANCHOR r i j 75 mm case Face Cu>aa FACE (� ( ANCHOR ' IF 3u1 _ _ LH4 FL - POINT: M, POINT N "-POINT P POINT t1> Em 3000. mm (to') S 3000 !rim (10' TC GRADE NE AS s 2 -UTOP OF'CMR6 SHOWN ON PROFILE TOP � CUR9 POINT P POINT Q POINT M POINT N PROFILE ALK GALVANIZED STEEL NISNtS FlH iiNGCE S; mm J BAR SPACINGmm 300 12" 240 7` 450 16" 240 7' 600 241 240 750 30" 240{7'1 $aa 36" 240 7' 1050 42" 210 6" 1200 4K" 16 5" 1350 54" 2255-i 2" 1500 6a" 160 �" 1650.68' t&0 4 FOR S = 750 mm (30') AND LESS. USE 2 pp ANtftiORS..OTNER1t1SE. USE 3 ANCHORS tq,,�s4 SATTER s:,2 ,,--3EE NOTE 8O�Qa s = i2aa 1nm (48") AN0 LEss,-----'w=j S = 75 mm (3") 200mm �r^5O mm USE 64x5145 (2--1/P"x2'x3/8") } �(6"j GALVANIZED STEEL ANGLL ITER TO MATCH SECTION A --A OTHERNTSE, 8-= 100 mm (4";'. USE 8%7642.2 Ex€STING (3-1/2"xYA12") GALVANIZED ;FTE€€. ANGLE E m E S--- 150 mm 6 BARS ARE POM (13).mm ti: 10M 4o #3 O 12`}MAX OC J BARS E .. SECTION. _B--8 u-1 STANDARD PLANS FOR PUSUC WORKS CONSTRUCTION STANME7FiiC LAN PUSUC '.iI4800 5 :9WTT S INC; 151 1 198 RIM a i6 USE VRTH STANDA4�i� S?ECtPiCA pNS FpR f�UE3LIC-WORKS CCNSTRUCTION"'jSHEET1 F QUANTITY ESTIMATES 221 SF 873 SF / 6.64 TONS 2,655 SF / 76 TONS 108 LF 564 SF 680 1 EA. 1 700 SF 1 EA. 1 EA. NOTES 1. FLOOR OF BOX SHALT. BE TROWLED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. 3, FOR OPEN DITCH (TYPE 2), THE 600mm (24) EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 rhm OR MORE FROM THE R/W LINE; HOWEVER. THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 8t 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL 5. A HEADED STEEL. STUD 16 mm x 160 '1 -nm WITH A 25 mm HEAD (5/8" X 6-3/8", 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR, 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B -1- 125 mm (5") AT POINT N AND P, 7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE. = 2.071, STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAND R PLAN na�ic 151-1 E Pi"'R SNE'4' 2 QI' 2 CJ 0 0 N o ASP 09-031 / CUP 09-012 0 Prepared Under- The Supervision Of : CITY OF FONTANA, CALIFORNIA SHOULD CONSTRI;CT'ON OF THE REQUIRED r��ZAll� ESSI© a �� SAN GABRIEL VALLtYSTREET IMPROVEMENTS PLANS IMPROVEMENTS NOT COMMENCE WITHIN TWO YU<`WA-f ER U -1PANY YEARS OF THE DATE OF APPROVAL SHOWN HEREON lZ z 15966 ARRO, ROUTE DRAWN BY: SCALE: Q AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 68951 m P.O. BOX 987, FONTANA, CA MG, AF PLANT F�'_3 PARCEL 177 AS SHOWN o DESIGNED BY: 16025 BOYLE AVE. DATE: a Exp. 12/31/13 o CITY ENGINEER MAY REQUIRE REVISIONS TO THE K0, Lu / 7/3/ 13 PLANS TO BRING THEM INTO CONFORMANCE WITH s�9T cI VI\•- ���P Date :Io Waaj3 CHECKED BY: AP OV BY: DRAWING NO.: OF CA0` MATT '1�, Y ELEN R.C.E. 68951 12 i�� . DATE'' '1'/�j 4955 1 x STANDARDS IN EFFECT. MYY CITY NGINEER R.C.E. 51152 2 10/1/2013 3:31:15 PM