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Home My WebLink About4232-1GENERAL 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. J. 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. INSPECT70N COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK /N 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 EDIT70N UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENG/NEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL 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 FlVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF )HE GROUND OR 077YER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE D/VISION 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 LOC477ONS 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 UNDERODUND SERVICE ALERT AT 1-800-227-2600 TWO WORK/NG DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUC77ON WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTTIC CABLE 7FLEWSION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL U77LITY COMPANIES SHALL BE GIVEN TWO WORK/NG 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 OPERA77ON AND WATER REQUIREMENTS 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATION/NG 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 PRESERVA77ON OF BENCHMARKS AND C0NS7RUC77ON CONTROL STAKING DURING CONSTRUCT70N. 16. THE CONTR4CTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIRC 77ON 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 CONSMUC77ON SHALL BE REPLACED. THE CONTRACTOR SHALL N077FY 774E 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 M/N/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES IN 774E 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 OPER477ONS SHALL BE DISCON77NUED WHEN SUSTAINED WIND VELOC177ES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EX04VATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOS17ED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO 7HE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF 7HE CITY INSPECTOR, 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORK/NG OF THAT PORTION OF THE WORK UN77L THE SPECIFIED DENSITY IS OBTA/NED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON /NSPEC77ON OF 774E SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS 25. THE FINAL LOC4T10N AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCT70N AND SHALL CONFORM TO 7HE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH 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 774E FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF STREETS 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PLACEMENT. PAVEMENT PRIOR TO 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE M/N/MUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLE77ON 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 CITY OF FONTANA FOR APPROVAL UPON COMPLE77ON OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE R4/SED TO FlNISHED 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 5ATISFAC770N OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUC77ON TO THE SA77SFACT70N OF THE CITY ENGINEER. 36. AS -BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAW/NGS TO THE CITY ENGINEER. CITY OF FONTANA STREET IMPROVEMENT PLANS FOR TRACT N0. 17842 30 45 46 47 48 49 so 51 VA CA IV 7'1 bOT 772�Cr AW10. IL - - - - - - - - 'ERRA- -kJl. 5_ -PARKWAY _ 5�/ n� iaacT_exoar TR 17842 i tn I I �- TRACT I BNDRY 2:1 MAX. .� titin oil -------------- -� I � INDEX MAP SCALE 1"= 100' PROP. WILY 50' EXISTING R/W R/W I 25' i 25' ! T� FUTURE I 12' FUTURE CURB & GUTTER PROP. NIL R/W 12' 6' 5.5' 2.1 2_ MAX T: FUTURE SIDEWALK J OPROP. CONC.J CURB & GUTTER T1= 6.5 " wrto a vv„crrt "f ML00< A VENUE NTS 40' 33' . LEVEL LINE 0.77L 1 --L----=�--- --- 2% LEGEND ATTIC JAMES ZIELINSKI FONTANA WATER COMPANY ATTN: MICHAEL J. MCGR4W FONTANA, C4 92335 (909) 350-6632 A. C. ASPHAL TIC CONCRETE P. C. C. PORTLAND CEMENT CONCRETE FONTANA, CA 92335 TFL: (909) 822-2201 B.C. BEGIN CURVE (R) RIDGE LINE N'LY R/W B.V.C. BEG. VER77CAL CURVE R/W RIGHT OF WAY SO. CALIFORNIA EDISON COMPANY B. W. BACK SIDEWALK TAN. TANGENT 549 EAST SIERRA MADRE AVENUE FONTANA, CA. 92335 C.B. CATCH BASIN T C. TOP OF CURB P.O. BOX 1299 (909) 969-7911 (909) 875-5100 - TRANSMISSIONS C.L. CENTERLINE W WIDTH WEST VALLEY WATER D1S7RICT (909) 357-6233 - DISTRIBUTION E.C. E.P. END CURVE EDGE PAVEMENT V VERTICAL DEPTH 855 W. BASELINE ROAD ATTN: BASIL J. FABRIZ10 E.G. EDGE GRADE (590.69) INDICATES EXISTING ELEVATION VICINITY E.V.C. END VERTICAL CURVE 590.69 INDICATES PROPOSED ELEVATION �- 12' F.L. F.S. FLOW LINE FINISH SURFACE INDICATES SLOPE 2.1 0.5' I 6' 6' G.B. H P GRADE BREAK HIGH POINT D AC PAVEMENT EXISTING 50' R/W 104' CL/TR.BNORY. 14' MEDIAN 7' 1 7' PROP. El Y R/W 12_ '4 cG+0.10'=TC CONC. O SIDEWALK 4 40' 33' LEVEL LINE OPROP. CONC. EXIST. GRADE PROP. CURB CONC. CUR T1=10 & GUTTER SIERRA LAKES PARK WA Y FROM STA. 148+57.68 TO 153+52.77 NTS EXISTING 77' R/W 40' 33' INV. INVERT AC REMOVAL EXIST. AC ® p 77'I PAVEMENT1 0. C. ON CURVE _ GR/ND 2.1 �� L - - - � _ 29 7/7 EDGE OF PAVEMENT r /ST. _________--- SIDEWALK CITY OF FONTANA UTILITY NOTIFICATION LIST 7 REMOVE EXIST EXIST. CURB OAC PAVEMENT CITY OF FONTANA SBC &GUTTER 8353 SIERRA AVENUE ATTIC JAMES ZIELINSKI FONTANA WATER COMPANY ATTN: MICHAEL J. MCGR4W FONTANA, C4 92335 (909) 350-6632 1265 N. VAN BUREN STREET 8440 NUEVO AVENUE SO. CALIFORNIA GAS COMPANY SUITE 180 ANAHEIM, CA 92807 FONTANA, CA 92335 TFL: (909) 822-2201 ATTN. JACK ✓ARVIS 16231 VALLEY BLVD. (714) 666-5415 FAX. • (909) 823-5046 FONTANA, CA. 92335 (909) 428-8411 ADELPHIA (CABLE TV) SAN GABRIEL VALLEY EMERGENCIES (800) 427-2200 ATTN. JACK HAYES MUNICIPAL WATER DISTRICT SO. CALIFORNIA EDISON COMPANY 1205 DUPONT AVENUE ATTN: DAVE JOHNSON 7951 REDWOOD AVE. ONTARIO, CA. 91761 549 EAST SIERRA MADRE AVENUE FONTANA, CA. 92335 (909) 390-4738 AZUSA, CA. 91702-1299 (909) 820-5598 - UNDERGROUND VERIZON P.O. BOX 1299 (909) 969-7911 (909) 875-5100 - TRANSMISSIONS 740. (213) 637-1233 - PIPELINES ATTN. • STEVE HOCK WEST VALLEY WATER D1S7RICT (909) 357-6233 - DISTRIBUTION 1400 E. PHILLIPS BLVD. AT7N.• LON TSA/ CRAWFORD CANYON MUTUAL WATER CO. POMONA, CA. 91766 855 W. BASELINE ROAD ATTN: BASIL J. FABRIZ10 (909) 469-6327 RIALTO, CA 92377 (909) 463-9580 VICINITY METROPOLITAN WATER DISTRICT WEST SAN BERNARDINO WATER WATER SYSTEM OPERATION GROUP UNDERGROUND SERVICE ALERT (800) 422-4133 ATTN. • JOE MIRONE (909) 776-2664 104' CL17R.BNDRY. i 14' 2' MEDIAN 40' I 33'I PROP. S'LY R/W 12' 5.5' 6' 0.5' I 2% II /\ 2.1 PROP. CONC.O CURB - - - 1 LEVEL LINE - 0 771 3�-- L EXIST. GRADE T1=10 SIERRA LAKES PARKWAY FROM STA. 153+52.77 TO 161+02.47 NTS NOTE: SEE SHEET 5 FOR BEECH AVENUE SECTIONS leftxK D PROP. O2 CONC. CURB - & GUTTER ®PROP. CONC. SIDEWALK PROP. CL SIDEWALK PROP. S'LY R/W Q �oJ�� LLLl ��y Q F'` ir Oa�P w U STATE CONSTRUCTION NOTES 0 -CONSTRUCT 6 1/2" MIN. AC ON 12" MIN. COMPACTED NATIVE SOIL (957. COMPACTION) PER SOILS REPORT RECOMMENDATION. 2� CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1000. ( - CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1000. ( - CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006. (5 -CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003. CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 3003, CASE PER PLAN. SAWCUT/REMOVE EXISTING PAVEMENT. O8 - INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 404 (SCE 110). O9 - ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN NO. 2000. 10 ADJUST GATE VALVE TO GRADE PER CITY STD. PLAN NO. 6000. 11 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. 12 INSTALL BARRICADE PER CITY STD. PLAN NO. 4000. 13 CONSTRUCT BUS BAY PER CITY STD. PLAN NO. 1005. 14 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD. PLAN NO.404 (SCE 110). NOT USED 'a- CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN N0. 3004, "W" AND "V" PER PLAN. RELOCATE POWER POLE BY OTHERS. 19 INSTALL IRRIGATION SLEEVES, 1-6" & 1-4 ", SCHEDULE 40 P.V.C. REMOVE AND DISPOSE EXISTING CONCRETE CHANNEL. CONSTRUCT 3" THICK GUNITE. o- GRIND EXIST. AC PAVEMENT AS REQUIRED. t CONSTRUCT VARIABLE THICKNESS AC PAVEMENT OVERLAY 0.12' MIN. A® fi�MOV PXISTINQ t�+►RtZIC,AD� 12' 5.5' 6' -0.5' 2% 2� �K PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SITE QUANTITIES 4,566 TONS (112,385 S.F.) } I,18o 15111F. 2,585 LF 2,384 SF 14,46J SF 3 EA 4 EA t 2 r, -A 27,994 SF 3 EA 6 EA 10 EA 980 LF 174 LF 1,915 SF 247 LF 6 EA 4 EA }- 'Z Al 1 EA 77 LF 535 LF 10 SF 14,074 SF 14,074 SF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON (NESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW/NGS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, • THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL NP.D.ES. REQUIREMENTS CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. FINAL GRADE CERTIFICATION SHALL BE PROVIDED TO THE BUILDING AND SAFETY INSPECTOR PRIOR TO FINAL INSPECTION. J:1714-19061streets�st0l.dvva. 7/17/200710:18:29 AM. CGV Li ir LYSTER AVE. = w z w V„ in SIERRA LAKES PKW1 z 740. FRONT E RID. "rAry 210 ROUTE OLD HIGHLAND AVE. VICINITY MAP NTS 0 -CONSTRUCT 6 1/2" MIN. AC ON 12" MIN. COMPACTED NATIVE SOIL (957. COMPACTION) PER SOILS REPORT RECOMMENDATION. 2� CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1000. ( - CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1000. ( - CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006. (5 -CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003. CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 3003, CASE PER PLAN. SAWCUT/REMOVE EXISTING PAVEMENT. O8 - INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 404 (SCE 110). O9 - ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN NO. 2000. 10 ADJUST GATE VALVE TO GRADE PER CITY STD. PLAN NO. 6000. 11 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. 12 INSTALL BARRICADE PER CITY STD. PLAN NO. 4000. 13 CONSTRUCT BUS BAY PER CITY STD. PLAN NO. 1005. 14 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD. PLAN NO.404 (SCE 110). NOT USED 'a- CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN N0. 3004, "W" AND "V" PER PLAN. RELOCATE POWER POLE BY OTHERS. 19 INSTALL IRRIGATION SLEEVES, 1-6" & 1-4 ", SCHEDULE 40 P.V.C. REMOVE AND DISPOSE EXISTING CONCRETE CHANNEL. CONSTRUCT 3" THICK GUNITE. o- GRIND EXIST. AC PAVEMENT AS REQUIRED. t CONSTRUCT VARIABLE THICKNESS AC PAVEMENT OVERLAY 0.12' MIN. A® fi�MOV PXISTINQ t�+►RtZIC,AD� 12' 5.5' 6' -0.5' 2% 2� �K PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SITE QUANTITIES 4,566 TONS (112,385 S.F.) } I,18o 15111F. 2,585 LF 2,384 SF 14,46J SF 3 EA 4 EA t 2 r, -A 27,994 SF 3 EA 6 EA 10 EA 980 LF 174 LF 1,915 SF 247 LF 6 EA 4 EA }- 'Z Al 1 EA 77 LF 535 LF 10 SF 14,074 SF 14,074 SF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON (NESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW/NGS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, • THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL NP.D.ES. REQUIREMENTS CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. FINAL GRADE CERTIFICATION SHALL BE PROVIDED TO THE BUILDING AND SAFETY INSPECTOR PRIOR TO FINAL INSPECTION. J:1714-19061streets�st0l.dvva. 7/17/200710:18:29 AM. CGV