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HomeMy WebLinkAbout1984-1B 6 I I LL3 33 34 8 , 8 I �-. L.T. • I SEE 8 - T t I R1 15 � 15 14 \ 13 12 EX/ST s T. G7' 35 36 37 38 39 40 41 42 43 /44 SHEE T CARNATION 17 18 19 TR CT 31 30 s� .Q S y 10 VICINITY----- MAP N.T.S. 4 STREET 20 21 22 23 - W NO. 1392 9 11 Lo 45 46 47 48 49 50 \ / I 8 9 / o o u 6 10 ` LLI , , -j 6 � 12 4 13 3 14 2 _ 51 t 15 15 J HEE T to -- W:. 6 5 4 3 2 t = I_ 52 40 39 38 37 bi ` _I Lu O W - S (/) ----- ----- -- � -� SHEET 3 -- ---------- �, PA R K \AL8Y l✓T. LT. % • 1=>eI I sT. 1-T. POPPY LANE ,5X/ST/NO PEi2 C/T y APPR-OV_EO /MPROVEMEM" _PLA_ NS, TSP 3325 -/ ANp TIP. /3325 -3 , ✓/G LAGS ,xXeK` AY F/LE=NO._%508 ,4iu0 /55.9_'ESPET/IiEL>' ND�� -rte u9 B2 / t3�2g-i _41, .41 23 ' /8 ' !8 / 23 /0' /0 ' g' �xcs-r vaQt�s 0.50`2 S' 5, tinrx. 5 j aso' 5L0er- vArm 0.10' l% l,Al�l. 2'o sTEa Qu�N f ��� _ LEVEL _ _ LtN1� _ -•4 -- // 2 z VILLAGE PARKWAY EX/ST// G P��2 C7TY.0 PPOVEO /MP�POI�EMENT PLANS,_TiC�._/_3325 -/ AND Tie. %3325 - 3� 1//LL.4lsE PA�'KWA7', NO,t'T/i' FIL6wo. 1503 1,' /559 WUH .T.R �l o ,elw 82 R/w t36,2�-I /, I 41 i /IS 8 /8' /8 ' 23' /o /0' 8' 0150<, >� 5 , 0,50 W oW N\ IZ Zoo NN O I � E.X.�lA(LIEs 0.10 s:t MP+x 1/ 9 T.1.=7.0 INDEX MAP-, SCALE: 1" = 80' ro� q 3' RIBBON GUTTER ri, CONSTRUCTION NOTES AND QUANTITY ESTIMATE: /i O1 CONST ." � A. C. PAVEMENT ON COMPACTED NAT I VE SUBGRADE �v/G _Acs /:RRe PV -4 Q L /A e`-0A15T. -X- 3.0 " Ac PAVEME.-v7_ oN CoMP, c,7ZFU 11147711E 5a9657e 05 00'4 I ,2 O2 CONST. 8" CURB WITH 18" GUTTER PER CITY OF FONTANA STD. DWG. 101 0 -CONST. 6" CURB WITH 18" GUTTER PER CITY OF FONTANA STD. DWG. 101 4O CONST. 8" CURB ONLY PER CITY OF FONTANA STD. DWG. 1101 O5 CONST 4" THICK P.C.C. SIDEWALK, 4' WIDE PER CITY OF FONTANA STD. DWG. 105-A 6 CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DWG. 102/103 k0:14402 O7 CONST. BARRICADE PER CITY OF FONTANA STD. DWG. 118 O8 CONST. CROSS GUTTER PER CITY OF FONTANA STD. DWG. 104 9O CONST. 3" RIBBON GUTTER PER `DETAIL HEREON 10 CONST. RAMPED CURB RETURN PER CITY OF FONTANA STD. DWG. 104A 11 CONST. 4" THICK P.C.C. SIDEWALK. 5' WIDE PER CITY OF FONTANA STD DWG. 105-A CMEANDER I NG PER LANDSCAPE A9C1417_EL7_ PRAW!/Veas7 12 REMOVE EXIST. REDWOOD HEADER AND JOIN CFEATHER TO MATCH) 13 1Iv5TA L L. STOP S /G" (9-/� @ 5TIZEF_T W A-,M'E S [ GW (TO 5F_ I f-15T,6,LLr_0 SY G 1Ty) /S - l W S`i A.LL 7OF F - Z ._R1`F L GTORIZED UE Ll l�1 EATOR @ 25 0.0 SEK GAL`['iz 5-T_KA.F-M-Af SCD- -34 I(P /1V6T,4LL PA VEN1E/vT 1/V/OTf/ TieA/VS/7-14/V 5/6/V �'-!/1//l_� PER G.4LTie.4/VS T_./M-__j(/1i4I/ 07' D-- GONST •LO CAL DEPRF-6510N f42 3C'Ef� _K.C_:i= G._O. STD_. -LD 202-( 1101 CED PSP -D _TAILS ON_ 5HT5 z 1@6 RE -1140V5 77RFE:g [°1 INSTALL 9,5.40 LMM NPS STIzEF=T LIGI-AT' 20INSTA_,LL-5_,800 LMN -NPS STREET LICIT 21 _P/Alk1T I2" wire t,JNITS 1-0417- �ZTtejP� - ��►Nr ti✓HlT,E 5Top" MA�tciu� _ \ ® /NS?A L _ -. 2all REO WOOD ln/EAA PE -- O CO/VSj�Z1e7_ ,61_ aCK SMII W/[,C,L /35,f ,dP l�l1A .5j0loz,2-/, il.�' �S�/OGY.I/ ory .5f/T z/-� A( )V- ALL STREET LIGHTS SC. 1tAST-.o .l-t_F_oo w V7k - Co�21s, l-IEA� GUT- OAF_ �_GN-E5P aN A cl I=00T . SEE• ✓O/GS /cF,:7R --1A..),4Z_ P,gl/EMEi )% /l /l/ S �i2/O,� TO PgV�AAG 7%e 7711CseiV5-55 _41710 A.) /s �•e Esjit�l��itJG /PU,�Pos�S OrULY. .ZG 5A w�Uj �,EMa��'"R,�PL� c,� �� v,Eit�,Eiv�",�,E/� �iT� o� F0.{/T,4'/t/,4 STo a.j' ,uv. z� SAVV11,1/7 ,ZS 5111 VC,1117,- RE�t�JaA/E �f'�R�'�,L/-�l',� ,EYISj/rt/el- /1/_i !/,E/WFAIII 29 CUrV,5j, r�'L/C i LOe^A.L DZPR,E SS/aV /�.E�Q ApW,4 5,70, UTILITY NOTES: PAVING NOTES: WATER SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE, P. O. BOX 6010 EL MONTE , CA. 91734 TEL. (818) 448-6183 MR. FRANK LOGUI DICE SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 R - �'�TyP) TEL. C7143 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. PEPPER STREET RIALTO, CA. 92376 MR. DAVE JONES GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA. 92335 MR. LOU WESTFALL SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA. 92621 TELEPHONE: PACIFIC TELEPHONE 900 HELLMAN AVENUE RANCHO OUCAHONGA, CA. 91370 UNDERGROUND � SERVICE ALERT (Alrr CALL- 1-600-422-4)S-3 4_g_j-{ O_U_R S PRIOR To C,0MI 57RUCTIOR• RIW 20' 20' S' S' LEGEND: I E 8 12' 112 ' PSE, 7 INDICATES AC OVER COMPACTED NATIVE SOIL A jlNOl GATES _STjPEET NAME S/G/V 4 06 o I I - -.GAVEL G/NE . 4 D.5 I d IND IC/� TSS {�1/,9,PN/NG .9161V 000 0.24 �A l/� Q24� ,� �iMiN.-� 11�l�IGAi`ES �TRE�T LIC�t-!T N, 0 i1.0 0 S 3 3 5 F7_ /o,ES_ =�0 VILLAGE PARKWAY 50' R/W � BUS TURNOUT TYPICAL STREET CROSS SECTIONS NOT TO SCALE // /o4- y. F O 073 S,F g07 LF -3274 LF Ir -77 LF l<o, 554 SF 52 EA l EA 21-700 SF 15b LF /0 E,4 x,385 LF 2 E4 6v EA 5 3 EA 4 E9 4 4�14 6 &14 O ,L 107 ,-,_F j Il /4!� �- �o H/GWLANO AVENuE RavTE 30) PR O �j ZtA BASEL/NUE M/LL Ei2 AVENU ��°� 0 s//� c . ! Pkwy FO�oTN/GL BL�� ;;�ARROW f//c.N1OAY Q W Q Q � Q �C Rk SAN BER- A;W_ b. v- -E VICINITY----- MAP N.T.S. 4 STREET 20 21 22 23 - W NO. 1392 9 11 Lo 45 46 47 48 49 50 \ / I 8 9 / o o u 6 10 ` LLI , , -j 6 � 12 4 13 3 14 2 _ 51 t 15 15 J HEE T to -- W:. 6 5 4 3 2 t = I_ 52 40 39 38 37 bi ` _I Lu O W - S (/) ----- ----- -- � -� SHEET 3 -- ---------- �, PA R K \AL8Y l✓T. LT. % • 1=>eI I sT. 1-T. POPPY LANE ,5X/ST/NO PEi2 C/T y APPR-OV_EO /MPROVEMEM" _PLA_ NS, TSP 3325 -/ ANp TIP. /3325 -3 , ✓/G LAGS ,xXeK` AY F/LE=NO._%508 ,4iu0 /55.9_'ESPET/IiEL>' ND�� -rte u9 B2 / t3�2g-i _41, .41 23 ' /8 ' !8 / 23 /0' /0 ' g' �xcs-r vaQt�s 0.50`2 S' 5, tinrx. 5 j aso' 5L0er- vArm 0.10' l% l,Al�l. 2'o sTEa Qu�N f ��� _ LEVEL _ _ LtN1� _ -•4 -- // 2 z VILLAGE PARKWAY EX/ST// G P��2 C7TY.0 PPOVEO /MP�POI�EMENT PLANS,_TiC�._/_3325 -/ AND Tie. %3325 - 3� 1//LL.4lsE PA�'KWA7', NO,t'T/i' FIL6wo. 1503 1,' /559 WUH .T.R �l o ,elw 82 R/w t36,2�-I /, I 41 i /IS 8 /8' /8 ' 23' /o /0' 8' 0150<, >� 5 , 0,50 W oW N\ IZ Zoo NN O I � E.X.�lA(LIEs 0.10 s:t MP+x 1/ 9 T.1.=7.0 INDEX MAP-, SCALE: 1" = 80' ro� q 3' RIBBON GUTTER ri, CONSTRUCTION NOTES AND QUANTITY ESTIMATE: /i O1 CONST ." � A. C. PAVEMENT ON COMPACTED NAT I VE SUBGRADE �v/G _Acs /:RRe PV -4 Q L /A e`-0A15T. -X- 3.0 " Ac PAVEME.-v7_ oN CoMP, c,7ZFU 11147711E 5a9657e 05 00'4 I ,2 O2 CONST. 8" CURB WITH 18" GUTTER PER CITY OF FONTANA STD. DWG. 101 0 -CONST. 6" CURB WITH 18" GUTTER PER CITY OF FONTANA STD. DWG. 101 4O CONST. 8" CURB ONLY PER CITY OF FONTANA STD. DWG. 1101 O5 CONST 4" THICK P.C.C. SIDEWALK, 4' WIDE PER CITY OF FONTANA STD. DWG. 105-A 6 CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DWG. 102/103 k0:14402 O7 CONST. BARRICADE PER CITY OF FONTANA STD. DWG. 118 O8 CONST. CROSS GUTTER PER CITY OF FONTANA STD. DWG. 104 9O CONST. 3" RIBBON GUTTER PER `DETAIL HEREON 10 CONST. RAMPED CURB RETURN PER CITY OF FONTANA STD. DWG. 104A 11 CONST. 4" THICK P.C.C. SIDEWALK. 5' WIDE PER CITY OF FONTANA STD DWG. 105-A CMEANDER I NG PER LANDSCAPE A9C1417_EL7_ PRAW!/Veas7 12 REMOVE EXIST. REDWOOD HEADER AND JOIN CFEATHER TO MATCH) 13 1Iv5TA L L. STOP S /G" (9-/� @ 5TIZEF_T W A-,M'E S [ GW (TO 5F_ I f-15T,6,LLr_0 SY G 1Ty) /S - l W S`i A.LL 7OF F - Z ._R1`F L GTORIZED UE Ll l�1 EATOR @ 25 0.0 SEK GAL`['iz 5-T_KA.F-M-Af SCD- -34 I(P /1V6T,4LL PA VEN1E/vT 1/V/OTf/ TieA/VS/7-14/V 5/6/V �'-!/1//l_� PER G.4LTie.4/VS T_./M-__j(/1i4I/ 07' D-- GONST •LO CAL DEPRF-6510N f42 3C'Ef� _K.C_:i= G._O. STD_. -LD 202-( 1101 CED PSP -D _TAILS ON_ 5HT5 z 1@6 RE -1140V5 77RFE:g [°1 INSTALL 9,5.40 LMM NPS STIzEF=T LIGI-AT' 20INSTA_,LL-5_,800 LMN -NPS STREET LICIT 21 _P/Alk1T I2" wire t,JNITS 1-0417- �ZTtejP� - ��►Nr ti✓HlT,E 5Top" MA�tciu� _ \ ® /NS?A L _ -. 2all REO WOOD ln/EAA PE -- O CO/VSj�Z1e7_ ,61_ aCK SMII W/[,C,L /35,f ,dP l�l1A .5j0loz,2-/, il.�' �S�/OGY.I/ ory .5f/T z/-� A( )V- ALL STREET LIGHTS SC. 1tAST-.o .l-t_F_oo w V7k - Co�21s, l-IEA� GUT- OAF_ �_GN-E5P aN A cl I=00T . SEE• ✓O/GS /cF,:7R --1A..),4Z_ P,gl/EMEi )% /l /l/ S �i2/O,� TO PgV�AAG 7%e 7711CseiV5-55 _41710 A.) /s �•e Esjit�l��itJG /PU,�Pos�S OrULY. .ZG 5A w�Uj �,EMa��'"R,�PL� c,� �� v,Eit�,Eiv�",�,E/� �iT� o� F0.{/T,4'/t/,4 STo a.j' ,uv. z� SAVV11,1/7 ,ZS 5111 VC,1117,- RE�t�JaA/E �f'�R�'�,L/-�l',� ,EYISj/rt/el- /1/_i !/,E/WFAIII 29 CUrV,5j, r�'L/C i LOe^A.L DZPR,E SS/aV /�.E�Q ApW,4 5,70, UTILITY NOTES: PAVING NOTES: WATER SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE, P. O. BOX 6010 EL MONTE , CA. 91734 TEL. (818) 448-6183 MR. FRANK LOGUI DICE SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 R - �'�TyP) TEL. C7143 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. PEPPER STREET RIALTO, CA. 92376 MR. DAVE JONES GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA. 92335 MR. LOU WESTFALL SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA. 92621 TELEPHONE: PACIFIC TELEPHONE 900 HELLMAN AVENUE RANCHO OUCAHONGA, CA. 91370 UNDERGROUND � SERVICE ALERT (Alrr CALL- 1-600-422-4)S-3 4_g_j-{ O_U_R S PRIOR To C,0MI 57RUCTIOR• RIW 20' 20' S' S' LEGEND: I E 8 12' 112 ' PSE, 7 INDICATES AC OVER COMPACTED NATIVE SOIL A jlNOl GATES _STjPEET NAME S/G/V 4 06 o I I - -.GAVEL G/NE . 4 D.5 I d IND IC/� TSS {�1/,9,PN/NG .9161V 000 0.24 �A l/� Q24� ,� �iMiN.-� 11�l�IGAi`ES �TRE�T LIC�t-!T N, 0 i1.0 0 S 3 3 5 F7_ /o,ES_ =�0 VILLAGE PARKWAY 50' R/W � BUS TURNOUT TYPICAL STREET CROSS SECTIONS NOT TO SCALE // /o4- y. F O 073 S,F g07 LF -3274 LF Ir -77 LF l<o, 554 SF 52 EA l EA 21-700 SF 15b LF /0 E,4 x,385 LF 2 E4 6v EA 5 3 EA 4 E9 4 4�14 6 &14 O ,L 107 ,-,_F j Il /4!� �- Is� 8v s� f ,E=at /4!� �- Is� 8v s� f ,E=at 1. 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 GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 2. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 3. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 4. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 5. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 6. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 7. BACKFILL MATERIALS TO HAVE'AN S.E. OF 30 CMIN.) AND MINIMUM COMPACTION OF 90%. 8. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 9. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPPING AS REQUIRED BY THE CITY ENGINEER. 10. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES. 11. IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 12. 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 ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY THE CITY OF FONTANA. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER, WITH RCE NUMBER BELOW 14814, OR A LICENSED LAND SURVEYOR ONLY. 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT 16191 564-2246, AND 48 HOURS PRIOR TO REQUIRING INSPECTION. 7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 9. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 10. ALL UNDERGROUND FACILITIES, WITH LATERIALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT. MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. - 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CON- iFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER -TO ELIMINATE ANY HAZARDS. 13. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAW CUTTING, REMOVAL, REPLACEMENT AND CAPPING. 14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 15. ALL STATIONING REFERS TO CENTERLINE OF STREET. 16. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 17. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 19. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 20. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA 07141350-7610 24 HOURS PRIOR TO STARTING WORK. 21. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILI- TIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY WORK. ANY DEVIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 22. ALL UTILITIES SHALL BE CONSTRUCTED,TESTED, APPROVED, AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO ANY PAVING. PRIVATE ENGINEER'S NOTE: THE PRIVATE ENGINEER SIGN-ING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE AREE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 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 THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD 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.