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Home My WebLink About3847-1v n 0 N STREET IMPROVEMENT 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 A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT 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 THE 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 OF TRAFFIC CONTROLS, 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 TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DMSION 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, LANDSCAPING, LANDSCAPE, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND 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 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 CML 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-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. CITY OF FONTANA STREET IMPROVEPIMENT PLAINS TRACT 16230 p226,o12,11 1 AFS _ �.. _ �,N, i0eA 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH INM MAP 1 "=150' TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "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. 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 AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE 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. Cwthx Monty• 12x6 Corona Pak C PSt Corona, CA 92M rtp W0 279-3000 Few t86D 217-2100 I DATE I OM I CITY I DATE ri A' 8U HOMFE and A880C, INC. = K Arnwrido 8bVM Arrleink CA IN 0 Ftw (71) eWtd'lia Faw UM) SWUM moo 019,11 I GRAPHOC SCALE 150 0 75 150 300 1" - 150' YOBS oil - - f _• 90, I- . . . f - - f . _-Oil .� za. • • • • • f - - . . - . .. . - - - • * STREET NAME W/ STOP SIGN BELOW 855 W. BASELINE STREET NAME SIGN ----- RIALTO, CA 92377 --- SEWER CITY OF FONTANA CROSS GUTTER FLOW -�- 8353 SIERRA AVE. NEAR 7M FLOW LINE FONTANA, CA 92335 TOP OF CURB - SOUTHERN CALIFORNIA EDISON COMPANY IN I EFAIEC I OF &Mff AME AND. _AVE.' GRADE BREAK 800 W. CIENEGA AVENUE MIDDLE OF CURVE CAL SAN DI MAS, CA 91773 MOVC GAS FEET WEffr OF CENTERL14E OF CHEFfkY AWE AM 37! BEGIN VERTICAL CURVE OC 16231 VALLEY BOULEVARD WITH THE PERFORMANCE OF WORK ON THIS PROJECT, VC FONTANA, CA 92335 EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF CN7m•IHMI .. OF •• . •' I, �� CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 12 16071 MOJAVE DRIVE BLDG. B 6O CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8') • SF CABLE ADELPHIA COMMUNICATIONS 246 M*DW 3 PM WiAN DIBICSTAWM 133A Mr. W 1 I Ind - - - Cwthx Monty• 12x6 Corona Pak C PSt Corona, CA 92M rtp W0 279-3000 Few t86D 217-2100 I DATE I OM I CITY I DATE ri A' 8U HOMFE and A880C, INC. = K Arnwrido 8bVM Arrleink CA IN 0 Ftw (71) eWtd'lia Faw UM) SWUM moo 019,11 I GRAPHOC SCALE 150 0 75 150 300 1" - 150' SHEET INDEX 1 TITLE SHEET/VICINITY MAP/INDEX MAP 2 TYPICAL STREET SECTIONS/DETAILS 3 DOVEHURST WAY - STA 10+00.00 TO STA 16+58.93 4 SERRANO AVENUE - STA 10+70.99 TO STA 19+91.70 5 WHITEGATE LANE - STA 10+00.00 TO STA 15+30.75 6 SANDERLING WAY - STA 10+49.67 TO STA 15+28.72 ROCKCREST WAY - STA 10+70.99 TO STA 12+40.40 7 SANDSTONE LANE - STA 10+00.00 TO STA 15+30.99 8 FALCONWEW COURT- STA 10+00.00 TO STA 14+27.51 9 RAVENWOOD COURT - STA 10+51.88 TO STA 19+53.30 10 WILLOW WOOD LANE - STA 10+34.25 TO STA 20+44.13 LEGEND YOBS STOP SIGN WATER WEST VALLEY WATER DISTRICT * STREET NAME W/ STOP SIGN BELOW 855 W. BASELINE STREET NAME SIGN ----- RIALTO, CA 92377 --- SEWER CITY OF FONTANA CROSS GUTTER FLOW -�- 8353 SIERRA AVE. FL FLOW LINE FONTANA, CA 92335 TOP OF CURB ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY GB GRADE BREAK 800 W. CIENEGA AVENUE MIDDLE OF CURVE CAL SAN DI MAS, CA 91773 MOVC GAS THE GAS COMPANY BEGIN VERTICAL CURVE OC 16231 VALLEY BOULEVARD WITH THE PERFORMANCE OF WORK ON THIS PROJECT, VC FONTANA, CA 92335 EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF TELEPHONE VERIZON CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 12 16071 MOJAVE DRIVE BLDG. B 6O CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8') VICTORVILLE, CA 923§2 SF CABLE ADELPHIA COMMUNICATIONS 246 LF 1500 S. AUTO CENTER DRIVE RaF CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; 17; 25FT) ONTARIO, CA 91761 OP SHEET INDEX 1 TITLE SHEET/VICINITY MAP/INDEX MAP 2 TYPICAL STREET SECTIONS/DETAILS 3 DOVEHURST WAY - STA 10+00.00 TO STA 16+58.93 4 SERRANO AVENUE - STA 10+70.99 TO STA 19+91.70 5 WHITEGATE LANE - STA 10+00.00 TO STA 15+30.75 6 SANDERLING WAY - STA 10+49.67 TO STA 15+28.72 ROCKCREST WAY - STA 10+70.99 TO STA 12+40.40 7 SANDSTONE LANE - STA 10+00.00 TO STA 15+30.99 8 FALCONWEW COURT- STA 10+00.00 TO STA 14+27.51 9 RAVENWOOD COURT - STA 10+51.88 TO STA 19+53.30 10 WILLOW WOOD LANE - STA 10+34.25 TO STA 20+44.13 LEGEND i STOP SIGN 0-0 STREET LIGHT * STREET NAME W/ STOP SIGN BELOW ♦ STREET NAME SIGN ----- TRACT BOUNDARY --- R/W - - -- CROSS GUTTER FLOW -�- DIRECTION OF STREET FLOW FL FLOW LINE TC TOP OF CURB FS FINISH SURFACE GB GRADE BREAK MOC MIDDLE OF CURVE CAL CENTERLINE MOVC MIDDLE OF VERTICAL CURVE BVC BEGIN VERTICAL CURVE SITE LOCATION COYOTE CANYON ROAD ROAD RUNNER ROAD AVENUE ROD CREEK SUMMIT \� DUNCAN CANYON AVENUE ROAD I HCUN �uP Iw T.& /1 • 111.►/ii _ �.iti`7 THE EXISTENCE AND LOCATION OF ANY UWDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK TO ACCURATELY IDENTIFY THESE LOCATION&, WHETHER OR NOT SHOWN HEREON, AND IS RESPONSIBLE FOR ANY DAMAGE OR -PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A:) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS lI APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A.~' THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANINE IS MADE THAT THE QUANTITIES .,WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF. 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. PRIVATE ENGINEER NOTE EVC END VERTICAL CURVE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORLMNCE (909) 875-1804 WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, XGUT CROSS GUTTER CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME BC BEGIN CURVE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS EC END CURVE DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, BCR BEGIN CURB RETURN INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT ECR END CURB RETURN THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY 428-8407 ATTENTION: AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND TAN GR. TANGENT GRADE CONSTRUCTION. CONTRACTOR FURTHER AGREES TO D� ND, PVI POINT OF VERTICAL INTERCEPT INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARM41SS�ROM PI POINT OF INTERCEPT ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION OC ON CURB WITH THE PERFORMANCE OF WORK ON THIS PROJECT, VC VERTICAL CURVE EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ATTENTION: LON TSAI TEL (909) 875-1804 ATTENTION: BRIAN WREN TEL (909) 350-6632 ATTENTION: JEFF BURT TEL (909) 592-3737 ATTENTION: STEVE ROBLES TEL (909) 428-8407 ATTENTION: FRANK ANGUSTAIN TEL (760) 245-0330 TTENTION: LEWIS MCDONALD PHONE: (909) 975-3343 C/VIL FOF CALlf SEAL-ENGWER QROFESS/0 D Cilel rn W NO. C041983 z EXP. 3/31/06 PREPARED BY• ql CNIL O EXP. DATE: F OF CA ALFtCASkMY DESIGN PROFESSIONAL. I COYOTE CANYON TRACT 162W E N G 1 N E E R1 N G CONSTRUCTION NOTES OUAMMES 1A CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION ON SHEET 2) A IRp1E1�EER 2004 U S R.C.E. NO. 41983 / DATE. 1/ 01 0r 4.0" A.C. - 210,865 SF 5, 050 TONS 1 B CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE ITY ENGINEER R.C.E. 51152 DATE: SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION ON SHEET 2) 4.5" A.C. - 11,348 SF 306 TONS O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 9,613 LF O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 891 LF 4O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) PER STD. PLAN NO. 1015 44,485 SF O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 12 EA 6O CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8') 3,827 SF O7 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003 246 LF 8O CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; 17; 25FT) PER STD. PLAN NO. 1016 29 EA O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS PER STD. PLAN NO. 1005 (111 EA) 21,060 SF 10 INSTALL STREET NAME SIGN PER STD. DETAIL 139 5 EA 11 INSTALL STREET NAME SIGN WITH STOP SIGN (R 1-1) BELOW PER STD. DETAIL 139 7 EA 12 INSTALL STOP SIGN (R 1-1) PER STD. DETAIL 139. 1 EA 13 REMOVE BARRICADE 88 LF 14 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE 40 EA 15 ADJUST MANHOLE RIM AND COVER TO GRADE 33 EA 16 SAWCUT EXISTING PAVEMENT 82 LF 17 CONSTRUCT 1-1/2" AC OVERLAY 4,140 SF ALFtCASkMY OF FONTANA, CAUFOFHA I COYOTE CANYON TRACT 162W E N G 1 N E E R1 N G 937 SOUTH W4 LATA SUITE 500 COLTON, CA 92324 PH. 909 783-0101 FAX 909 783-0108 DRAWN BY OS PAS TITLE SHM ORN SHABOVE DESIGNED BY. LB A IRp1E1�EER 2004 U S R.C.E. NO. 41983 / DATE. 1/ 01 0r CHECKED BY: Oq SC/JA J•M, ^^''11 VED B . DRAWN NO: 3W 1 10 ITY ENGINEER R.C.E. 51152 DATE: