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HomeMy WebLinkAbout1629-1LSAT/ON M.4P VILLAGE OF HERITAGE STREET IMPROVEMENT PLANS FOR REDWOOD< AVENUE LTON DR -1 VE,..' - AV -D.' HEMLOCKS V-ENUEi'� IN THE - CITY OF FONTANA qPROJECT LOCATION Pr�llsr fir: Cie COUNTY OF SAN BERNARDINO CONSTRUCTION NOTES 81 QUANTITIES DESCRIPTION QUANTITY " i CONST. so awc. cURB � amrzce PE,CZ cA� TQAAIS SrO. N8- A., r'YPE A2-8 59 l F CC�N.ST. STD_ CONL'• .9/pE`yAL/! lD 441TI�QNS SPFC/F/G4T/ONS 270 Sr - _ GONST STD. GWHEELC1-/,Q/R k4010 PER CA1 TRA NS .STD N8- B, CASE JE _ / EA 'SAPW11 Q 400,6 ellSr- AC 11WPR0vEMEN7.Y 600 ZZ; O CONS.7. S' AC OBER /2 a COMP.4CTE0 - N,,477VE,260, ?dd SF O CONST. L OCA[. OEAWESS/ON PfR OFT4/L ON SyFET 7 4 C/7Y STD, .4E:7 L i?/ 5 E,4 ;`GENERA:L NOTES (CONT.'):.' O CONST STD. C01VC • CaZg �f G!/TTE,Q PER COZJ117Y OF .5.8. STD. 0,h/6. //�' 16. If asphalt concrete is to be placed directly on subgrade of 20• -All lateral cuts in County Maintained roadways shall be road or drainage facilities, a soil sterilant registered by tested to verify densification to 90% relative compaction ® COWST. WAIC Dd/YEGf/AVMPROQCN- PER -07-K STD. DET,2!/L /,0.?A - - - - -- - - - 4,1-4,8 S� the E.P.A. for use under A.C. and P.C.C..shall be uniformly R•.C. )at varying depths to within 0.51 of grading plane. C0113T GQTGH MShV PER C/JYSjO. liET<l/L. /2/: S//EET 7 Dit/Lj! applied at the manufacturer's recommended rate .for the full The top 0.5' shall be densified to 95%. - ,2 ��( pavement width prior to paving. O 21. All longitudinal cuts shall be tested in accordance with the �� 10TALL M.49 4A9 AF9 C011AgY OF S,$. S%D- �D/i(/�..3Q�f 17. At the completion of rough grading, a materials report and specified limits and frequency as outlined in Section 6 of O /� �� the proposed structural section shall be submitted by the the San Bernardino County Standards and Specifications. tract.. engineer to the San Bernardino County Transportation 11 GO�tIST. C1/QE3 C/J7"-OFA- lNQLL PEQ COUrt1ry OF S8 STV �/tl(,'. /27 - - • Q Department for review and evaluation. Approval will be O given when all structural section requirements have been met. 22. -An encroachment permit must first, be obtained from the County Transportation Department prior to making application 12 - 0AVlCVrA.A109�fadr FXsST/A!G C-0. 6 ANO 6U%�AZ 37 1-# and issuance of a grading permit V building permit. 18 Compaction tests of embankment construction, trench backfill,.7.S S/iwcur io�/S%/I 6 A.c. F,4v &Wr % Q Com / orxAtc7Rr l mc- _. _. �7 IF compacting original ground, all sub -grades shall.be performed 23. A permit shall be obtained from the County Transporation at no cost to San Bernardino County. A written report with' Department prior to any construction on this project. CQTey NQS/NS PEQ S71�Q�I OQQ//V PLdN.S ,4% LDGt1T/D/V.S S�/OGi/N ON Ty,�,Sl- PL.�I/�/S these compaction tests shall be submitted tot he Contracts - Administration Division of San Bernardino' County Transportation Department for approval, prior to placement _ of base materials and/or surfacing.. 0-1Q INSTALL 51VOLE Z5'DO /IPS -WOE 71_16117 (by .SCE) / n1q, �lAI® &WST/�, �-.C. PAVEMCAfT (0. /o A-114, 2 S e d EA_ .19• At the completion of paving, a materials report shall be submitted to the Contracts Engineer of the San Bernardino 15 CowSTgwr 4.4r.. PAYI , mr cvwxxy CO./o'114/Ai•, 235 County Transportation Department listing' all tests or determinations completed to verify: CDA4579IXa• CWC. DWVS A.V &A GtsaUAIrjt 1SVO. /29.8 &COI. %ED) 273 ls�& © codsT acr 51befwx P�2 ct7y svx4 >Ajw loo6 a 2600, W W P FiMEYE�f"1�ANYON Q cry OF IZNIV9A44 sHr2 /� J j5HT4 5HT. 5 Q� lh � H/LYON Q 1 dRIIIA n WATER: LANDSCAPING: STREET TREES AND LANDSCAPING WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER FONTANA WEST END SPECIFIC PLAN AND LANDSCAPE ARCHITECTS PLAN UTILITY NOTIFICATIONS,: BENCH MARK FWE 1 USCOS 0& STATION 'PACEL' 1963.90'±ELY. OF RAILROAD TRACKS AND 28'1SLY. OF CL BASELINE. 1.1 MI. FLY. OF EAST AVENUE. SAME AS CITY B.M. #364 ELEVATION 1.301.54' 7Z' T, ,P, /1/V CUCAMONGA COUNTY WATER DISTRICT 9461 San Bernardino Road Cucamonga,: Ca. 91730 (714) 987-2591 2� Bio 8 �z' 2z' 8' 2' BLOP�' �1//a2/ES o,_ 3,J• I70 .�/,O//� EY/ST G�POIJi�O xLJ SEWER: CITY OF FONTANA - 8353 Sierra Avenue % Wv� a X G� TO � TO 'D/N EX/,5TIRO//rY0 Fontana, Ca. 92335 HIGHLAND AVE. II C).// - / j Pte. C iYp1 �7Yf'J II POWER: SOUTHERN CALIFORNIA EDISON COMPAP•lY a 3 15 CITY / �o F- P.O.Box 788 W W u' <0 F W I I FONTAA - W INE- ZINE - 300N. Pepper Street Rialto, Ca. 92376 SLOPE 2, / South Pacific Rail oad 2 io Mr. Dave Jones GAS: SOUTHERN CALIFORNIA GAS COMPAr4Y SLOPE Z.� Q 16231 Va 1 1 e B 1 t) .j . Fontana, Ca. 92335 SASE LINE. `I AV E fit. 4. ^ TRANSMISSI01.4 DIVISION W uTYPICAL 1107Z :' SLOPE 1-0,101,V IS,4 Tf4,6WQQQy 2191 E. Birch Street Brea, Ca. 92621 `HEMLOCK AVENUE MILLER AVE.cr TELEPHONE: PACIFIC TELEPHONE . 9000 Hellman A-,enue sTA- 7456.95 7O C!/L -X SC W \ U F FTHILL BLVD COUNTY OF SAN BERNARDINO ARROW HIGHWAY /I LSAT/ON M.4P VILLAGE OF HERITAGE STREET IMPROVEMENT PLANS FOR REDWOOD< AVENUE LTON DR -1 VE,..' - AV -D.' HEMLOCKS V-ENUEi'� IN THE - CITY OF FONTANA qPROJECT LOCATION Pr�llsr fir: Cie COUNTY OF SAN BERNARDINO CONSTRUCTION NOTES 81 QUANTITIES DESCRIPTION QUANTITY " i CONST. so awc. cURB � amrzce PE,CZ cA� TQAAIS SrO. N8- A., r'YPE A2-8 59 l F CC�N.ST. STD_ CONL'• .9/pE`yAL/! lD 441TI�QNS SPFC/F/G4T/ONS 270 Sr - _ GONST STD. GWHEELC1-/,Q/R k4010 PER CA1 TRA NS .STD N8- B, CASE JE _ / EA 'SAPW11 Q 400,6 ellSr- AC 11WPR0vEMEN7.Y 600 ZZ; O CONS.7. S' AC OBER /2 a COMP.4CTE0 - N,,477VE,260, ?dd SF O CONST. L OCA[. OEAWESS/ON PfR OFT4/L ON SyFET 7 4 C/7Y STD, .4E:7 L i?/ 5 E,4 ;`GENERA:L NOTES (CONT.'):.' O CONST STD. C01VC • CaZg �f G!/TTE,Q PER COZJ117Y OF .5.8. STD. 0,h/6. //�' 16. If asphalt concrete is to be placed directly on subgrade of 20• -All lateral cuts in County Maintained roadways shall be road or drainage facilities, a soil sterilant registered by tested to verify densification to 90% relative compaction ® COWST. WAIC Dd/YEGf/AVMPROQCN- PER -07-K STD. DET,2!/L /,0.?A - - - - -- - - - 4,1-4,8 S� the E.P.A. for use under A.C. and P.C.C..shall be uniformly R•.C. )at varying depths to within 0.51 of grading plane. C0113T GQTGH MShV PER C/JYSjO. liET<l/L. /2/: S//EET 7 Dit/Lj! applied at the manufacturer's recommended rate .for the full The top 0.5' shall be densified to 95%. - ,2 ��( pavement width prior to paving. O 21. All longitudinal cuts shall be tested in accordance with the �� 10TALL M.49 4A9 AF9 C011AgY OF S,$. S%D- �D/i(/�..3Q�f 17. At the completion of rough grading, a materials report and specified limits and frequency as outlined in Section 6 of O /� �� the proposed structural section shall be submitted by the the San Bernardino County Standards and Specifications. tract.. engineer to the San Bernardino County Transportation 11 GO�tIST. C1/QE3 C/J7"-OFA- lNQLL PEQ COUrt1ry OF S8 STV �/tl(,'. /27 - - • Q Department for review and evaluation. Approval will be O given when all structural section requirements have been met. 22. -An encroachment permit must first, be obtained from the County Transportation Department prior to making application 12 - 0AVlCVrA.A109�fadr FXsST/A!G C-0. 6 ANO 6U%�AZ 37 1-# and issuance of a grading permit V building permit. 18 Compaction tests of embankment construction, trench backfill,.7.S S/iwcur io�/S%/I 6 A.c. F,4v &Wr % Q Com / orxAtc7Rr l mc- _. _. �7 IF compacting original ground, all sub -grades shall.be performed 23. A permit shall be obtained from the County Transporation at no cost to San Bernardino County. A written report with' Department prior to any construction on this project. CQTey NQS/NS PEQ S71�Q�I OQQ//V PLdN.S ,4% LDGt1T/D/V.S S�/OGi/N ON Ty,�,Sl- PL.�I/�/S these compaction tests shall be submitted tot he Contracts - Administration Division of San Bernardino' County Transportation Department for approval, prior to placement _ of base materials and/or surfacing.. 0-1Q INSTALL 51VOLE Z5'DO /IPS -WOE 71_16117 (by .SCE) / n1q, �lAI® &WST/�, �-.C. PAVEMCAfT (0. /o A-114, 2 S e d EA_ .19• At the completion of paving, a materials report shall be submitted to the Contracts Engineer of the San Bernardino 15 CowSTgwr 4.4r.. PAYI , mr cvwxxy CO./o'114/Ai•, 235 County Transportation Department listing' all tests or determinations completed to verify: CDA4579IXa• CWC. DWVS A.V &A GtsaUAIrjt 1SVO. /29.8 &COI. %ED) 273 ls�& © codsT acr 51befwx P�2 ct7y svx4 >Ajw loo6 a 2600, W W P FiMEYE�f"1�ANYON Q cry OF IZNIV9A44 sHr2 /� J j5HT4 5HT. 5 Q� lh � H/LYON Q 1 dRIIIA n WATER: LANDSCAPING: STREET TREES AND LANDSCAPING WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER FONTANA WEST END SPECIFIC PLAN AND LANDSCAPE ARCHITECTS PLAN UTILITY NOTIFICATIONS,: BENCH MARK FWE 1 USCOS 0& STATION 'PACEL' 1963.90'±ELY. OF RAILROAD TRACKS AND 28'1SLY. OF CL BASELINE. 1.1 MI. FLY. OF EAST AVENUE. SAME AS CITY B.M. #364 ELEVATION 1.301.54' 7Z' T, ,P, /1/V CUCAMONGA COUNTY WATER DISTRICT 9461 San Bernardino Road Cucamonga,: Ca. 91730 (714) 987-2591 2� Bio 8 �z' 2z' 8' 2' BLOP�' �1//a2/ES o,_ 3,J• I70 .�/,O//� EY/ST G�POIJi�O C472-1 BAS//V�'qf>'ES//Ol�l/NO/V7�ESEPG9/1/SFOf�REF�,QENC�'O�/LS! Tf/EY g1la1ZO BE CQiVSTiQUC'TED�ILCOf�D/N� 7U T//ESTOR�L1 pp,9/N PGgNs. ANY e215e1 �EPANCY 9Z-7 /FAN TyE I-Wa SETS Ori PLANS jf/OULO 9E SAN B��N����N� C�U�%� B/�OIJGf17- 7ZV THE,9TT�NT/ON OF THEZ=N61NEEI? f-4/OP TOC�ii/5'7i�UCT/0/1! A2 �""•7li �3r�4l� SLOPE TYPICAL S'ECT'ION. REDWOOD AVENL•E PAVING NOTES GENERAL NOTES 1. ALL WORK SHALL DE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. s,4/V BERA/. COCA 17- Y STD. IIS S//04/LO BE Us6-o w1lfRE APDL /Cq,BL E. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. C0NS-rRL1CT/0AII( W17-111 1 SX1'Ii R i/. CA!T K OR C.1q1_TRANS R/A/ REQ &11R6'S ,4 P6,f111 T F/P0N1 T�c.S<5 A & �NC/E-5 3. ADEGLATE AKES SHALL DE SET DY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO DE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 6. AS -BUILT PLANS SHALL DE PROVIDED TO THE CITY BY THE CONTRACTOR. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8. ALL BACKFILL TO DE CERTIFIED BY SOILS ENGINEER. 9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 10. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF 90%. 11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL DE ADJUSTED TO GRADE DURING PAVING. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 14, IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENI`TMEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE THE CITY CODE OF THE CITY OF FONTANA. 04 U T1 ON: THE ENGI NEER PREPARING THE -6E PL AlVS' WIL L NO T BE RE5PON5/9L E FOR, OR L 1A OL E FOR; UNAUTHORIZED CHANOE5 OR L19E5 OF THESE PLANS. ALL CHANGES TO THE PLA/V5 M119T BE IN WRl r/NC1 AND MU5T 29E APPROVED Br THE PREPWRER OF THESE P1_4/Ue. PRIVATE ENGINEER'S NOTICE, TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONT RACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTi9R �iY.4LL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL PROJECTS, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ,TYPICAL SECTION HILTON DRIVE., SEWER: CITY OF FONTANA - 8353 Sierra Avenue % TO � TO 'D/N EX/,5TIRO//rY0 Fontana, Ca. 92335 - (714) 350-7640 C iYp1 �7Yf'J POWER: SOUTHERN CALIFORNIA EDISON COMPAP•lY P.O.Box 788 INE- ZINE - 300N. Pepper Street Rialto, Ca. 92376 SLOPE 2, / N 2 io Mr. Dave Jones GAS: SOUTHERN CALIFORNIA GAS COMPAr4Y SLOPE Z.� 16231 Va 1 1 e B 1 t) .j . Fontana, Ca. 92335 Mr. Lou West -Fall SOUTHERN CALIFORNIA GAS C01'1Pi-&4Y �J fit. 4. ^ TRANSMISSI01.4 DIVISION W uTYPICAL 1107Z :' SLOPE 1-0,101,V IS,4 Tf4,6WQQQy 2191 E. Birch Street Brea, Ca. 92621 `HEMLOCK AVENUE TELEPHONE: PACIFIC TELEPHONE . 9000 Hellman A-,enue sTA- 7456.95 7O C!/L -X SC Rancho Cucamonga, Ca. �• 1 :?u C472-1 BAS//V�'qf>'ES//Ol�l/NO/V7�ESEPG9/1/SFOf�REF�,QENC�'O�/LS! Tf/EY g1la1ZO BE CQiVSTiQUC'TED�ILCOf�D/N� 7U T//ESTOR�L1 pp,9/N PGgNs. ANY e215e1 �EPANCY 9Z-7 /FAN TyE I-Wa SETS Ori PLANS jf/OULO 9E SAN B��N����N� C�U�%� B/�OIJGf17- 7ZV THE,9TT�NT/ON OF THEZ=N61NEEI? f-4/OP TOC�ii/5'7i�UCT/0/1! A2 �""•7li �3r�4l� SLOPE TYPICAL S'ECT'ION. REDWOOD AVENL•E PAVING NOTES GENERAL NOTES 1. ALL WORK SHALL DE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. s,4/V BERA/. COCA 17- Y STD. IIS S//04/LO BE Us6-o w1lfRE APDL /Cq,BL E. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. C0NS-rRL1CT/0AII( W17-111 1 SX1'Ii R i/. CA!T K OR C.1q1_TRANS R/A/ REQ &11R6'S ,4 P6,f111 T F/P0N1 T�c.S<5 A & �NC/E-5 3. ADEGLATE AKES SHALL DE SET DY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO DE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 6. AS -BUILT PLANS SHALL DE PROVIDED TO THE CITY BY THE CONTRACTOR. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8. ALL BACKFILL TO DE CERTIFIED BY SOILS ENGINEER. 9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 10. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF 90%. 11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL DE ADJUSTED TO GRADE DURING PAVING. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 14, IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENI`TMEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE THE CITY CODE OF THE CITY OF FONTANA. 04 U T1 ON: THE ENGI NEER PREPARING THE -6E PL AlVS' WIL L NO T BE RE5PON5/9L E FOR, OR L 1A OL E FOR; UNAUTHORIZED CHANOE5 OR L19E5 OF THESE PLANS. ALL CHANGES TO THE PLA/V5 M119T BE IN WRl r/NC1 AND MU5T 29E APPROVED Br THE PREPWRER OF THESE P1_4/Ue. PRIVATE ENGINEER'S NOTICE, TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONT RACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTi9R �iY.4LL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL PROJECTS, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ,TYPICAL SECTION HILTON DRIVE., sOP50-3'�1� L % TO � TO 'D/N EX/,5TIRO//rY0 - C iYp1 �7Yf'J INE- ZINE - SLOPE 2, / , 0/0 �,/0 2 io SLOPE Z.� fit. 4. ^ SECTION -1 7 uTYPICAL 1107Z :' SLOPE 1-0,101,V IS,4 Tf4,6WQQQy CONIIN 11wTi1- LOTS QQE `HEMLOCK AVENUE ClW6D . AT IW4T T/rI�IE, A . NORIMXZ PAR«GYGY 6W,40E of sTA- 7456.95 7O C!/L -X SC W&L .61-1- OAR/Eo OST 1. PAVING SHALL BE PERFORMED IN 2 SEPARATE LIFTS.. THEW.COUNTY Of SAN BERNAR D It�O 0 .ND• CONTRACTOR SHALL I�LLOW FOR 2 PAVING "MOVE -INS". THE FIRST, . , j ,��,DEES$j�� TRANSPORTATION DEPARTMENT i MOVE -IN REQUIRES 3z" BASE PAVEMENT AND THE SECOND MOVE -IN �` 'i/ REQUIRES 1 z" OF PAVEMENT CLEANING TACK COAT AND PAVING i ,�� ��'���� ROAD N0. Up • ' ' ,� �`� ®�'� DESIGNED BY �� APPROVE D 8Y X092.350 �' DRAWN BY %4 IC • $9 LIMITS 2• THE SITE WILL BE ROUGH GRADED WITHIN 0.2 FEET' AND CLEARED �_ rte_ - IV -L9 m ,�`� ass .4oAD C' GFS DAT - OF ALL -TREES AND DEBRIS, THEREFORE THE CONTRACTOR DOES NOT CHECKED 8Y 9 8% INCLUDE THIS AS PART OF HIS/HER WORK. �� ` _ L REtOMMERIDEDY �i CIV CL ���r COUNTY ENGINEZR a TF SHEET OF A4 PRO ENGINEER RECORD DRAWING REVISIONS J�STA(FF4fle51/ED �TIS The Informatlon on this drawing Is obtained,from others and 11SNrorz/,I�sFcnoN m 9//EE77 4aoEord / ? mbsi he. verified in the field by anyone,=prior:,.,° use or oon5trnrtinn. HALL & FOREMAN, INC. is not responsible for 2 ADDED "REcc�v ORA�Y/Nc OATA�� underground facility locations or depictions., All. al grq�gd Abby sro�v�c ' A�DICs�,T/Ci+6'/ JacR ies••can,.be: readily. seen and verified by the: p64&&•hat AA�I cq�' r.17'C-Sp intend to lisp camp. SOF CA���o _ CITY OF FONTANA, CALIFORNIA RKSPU6LIC WODEP ARTMENT 41 iAL[WAV" BY i' STREET IMPROVEMENT PLANS ' SC LE _ � �9/ , ,�s • E.�P :' 13 DWOOD AVE.. HILTON AVE: ZB-92 `�/y 3186-L AIRWAY AVENUE COSTA MESA. CALIFORNIA 92626 4675 (714) 641-8777 �' GENERAL NOTES --CONST. NOTi S, LA 11�11 q110101._/ CATION -MAP CIVIL ENGINEERING LAND PLANNING LAND StJiivEl►NrG CHECM BY C�; DATE: PREPARED UNDER THE SUPERVISION OF: ,r'j HEMLOCK AVE;�/l st/a 5 J N0. - - - - --- i` _.. DR. NO. SNT NO. �-_ >R - - - -- APPROVED �..��� � l� Y fro � � I of 9 ",,'J.0 HSI C. HOGAN \ R.C.E. , 26229 DATE 3801-0 F.1c00 CIVIL ENGINEER R.G•E.ZS!2f J -.N --3801-Q -