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HomeMy WebLinkAboutRc St Improve Plans 866/1 Thru 868/3 866/1 866/2 867/1 868/1 868/2 868/3866 f l 866f 2 $67j1 $6eye t 868 2 86$/3 GENERAL NOTES 1. Al.l work shall be done in accordance with these plans, the City of Rancho 1:,camon6a Standards and the Standard Specificaticis for Public Works Co—itrt'ction current edition. Contractor shal.l be familiar with :end shall be responsible for adherance to these Standards and Specifications, 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the rig:.t-of-way limits or in adjacent areas where improvement work is to be done shall e removed, relocated or protecte.l it place as required at no cost to the City of Rancho Cucamonga, 3. Any contracts- nerforming work on this project shall famlliari^e him- self with the —Le and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- t,ions, whether or n,,c such facilities are shown on these plans, 4, A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construccion within City of Rancho Cucamonga easement or right-of-way. 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set a, all hinge points, edge of pavement paints within 0.01 foot of sub-si.ade elevation and at not more than 50 foot intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. 6. All sewer, water, ,•3 .tric, gas, phone or other utility lar'rals, mains, t.r crossings shall be constructed prior to saving. 7. Compaction tests of embankment construction, trench backfill, com- pacting original ground and all sub -grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prigr to the placement of base materials and/or surfacing. B. At the completion of paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to verify stability oil concent and sieve analysis of asphalt surfacing. 9 Prior to . ,t'allation of any paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: R-Valua, sieve analysis and sand equivalent of aggregate base. 10, When improvements are to he placed on native soil which consists of a rocky material, the sub -grade shall be prepared by removing all rocks which protrude above the sub -grade and all voids or depressions shall be filled with a fine grade material of a quality better than the nativi- material. li. If the asphalt concrete is to be placed on sub -grade, a soils sterilant regis,ter•d by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied ut,the manufacturer's recommended race for the full pavement widthprior to paving.. 12„ Estimate of quantities is provided by the Engineer only for the con- venience of :Le developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any item of wore required by these plans which is riot specifically listed in the estimate of quantities shall be considered as included in the other items of work. 13. Street sign[ per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 14. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered luring construction. Upon request the required pl,n revisions shall be promptly submitted to the City Engineer fnr approval. 15. Work site and exterior streets stall be in a neat, clean, hazard free, orderly state, throughout const tion. Site shall be cleaned upon request of the inspector. Provided for your Convenience. :e Life >_uii W-6. A. San Gabriel Valley MuniciµA Water District Mr. B(.b Stallings (213t 969-2718 for Base Tine Road construction B. Cenet,tl Telephone (800) 422-4132 for underground service d' C. Soutlern California Gas Company (714) 5`_9-2889 2131 °. Birch Street (714) 529-7070 Brea, CA 92621 D. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road Rancho Cucamonga, CA 91730 E. Metrorilitan Water District (714) 593-7474 P.O. vox 54153 Los Angeles, CA 90054 F. Pacific Telephone Company (714) 999-5639 CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN GENERAL NOTES, ESTIMATE OF QUANTITIES CITY ENGINEERC DESIGN t,.uar=,,in,tx r•nirurt„r at tt� that at alt"Idanrt• Will ;;etlt•rtlle arttµled eun1tru:tl,4n Z.4 luit, ti,,�.,,n.0It, J[ ,tt'anra,t retillltttivirtdl. t..nnu--,dv.tudraml,ltlrm,pnn,thtllgb,r — it,b .n, " oldita,.m d a t t; tin• e ut" „t, � n'tnntl(tnt I the pr,,a•tt, an4udal„ % ,[ all ptrun, Cohifornio Council DRAWN n,d pr yn t t th., till, ruquirt nwtll 'hall he utadt t i apl�h r nhnn uKh and nut he hmittd l" �. of Juil En ineerl H __.. n, ttu;�l a t6m _l.,ut..,nui tuu�nmti„tr, utua,�t,a I t ,het agr t t diderid, indernniie;uullv,L1 �J dt."ih,t l,r,gt hnunit— Gntn all,, .tad all hahaluv rtd m aht;ed, ill rnnnttuon.11 the aLanCd5urueyorr CHECKED pi t h n na:urn- I ti, irk • m S hi.ln u)t•cL exrey,tn„ twhilll% ai„ nrt lu nn t ht• —It, liel;hgent a, ,I rlesi; n pr„fr„.unnl i.', fY �Q X REDUCED CLANS O !.1 1 11Z 11 I 1 Iltill 3 !NCHES ON ORIGINAL PLAN i 3.E . NO. 23889 Lane a Associates Abe MENDED 902 W. Ninth Street SHEET Upland, CA 91786 ?14 -981 602 _ OF i Q• R.C.E. 2G838 DRWG. N 0. DATE FILE NO. 83-zo 866 83-20 0 I 1290 1290 E%sl` Top of /north Ourb c h°00G h G a ti0 1280 lop o{North CurbSurface 60`Nol-M Off 1280 3G� �F Lure 7aio ca5, of Norlh Curb Ayl h 1280 h� Exisf�Finr�fi Surface at —f�\— 911 1270 PROFILE SCALES VERT 21 22 ?3 P L A N P-4 SCALE I=40 �W `.ON /248 e7.5' 3J.S' Var. Ua1. m /�ti T ;� � V EXi5} lJC paV 2 TYPICAL ISECTION FOOTHILL BLVF S'ta, 22 , /3.22 to Sta 23,54.50 See 5'' ecla/ tiln1-e 1tlo.9 far e5lruclura/ Section, 30X REDUCED PLANS 0 1 2. 3 1-3 INOHES ON ORIGINAL PLAN- 1284 1270 Special Aloleseoncern ny Co/1Slr-VcriOn w1'><h/ri Sj-2 P Ili,7hway e,'_ghf of lway. /. EnC1':9.3Chment Perinil is repaired /"-O'w G'a/trans Jnrlor l'o doing any wor^1 mll'lh%n the Slate hryhh dy rJ9hl e way. 2. All worK w/thin the highway rlyhf of wayshall he to sle le fandards. 3. Slruclura/seclian indicated for hry<lway is for eslimar`iny' cn/y. Actual section to be determined after y.-adiny and ypprapriale /a6 tests. A T.T, of 10.5 should .he used /n the design of the highway section. A 7.I. of e5.5 e-,6u/d he used /n 1he 8' shoulder area. CONSTRUCTION NOTES QConslruc>< Curb s' ^ur<%r, /ype 42-d ioer Ca/il0rnia 0& of Tansporlal-A r Standards. QConstrael SAvewa/RKroe1-,?ancho Cucamonga Slot //o. 304 ) Construct !>rJve Approach loe1- IR917cho eocaJnonya sld No. 966 4O Cons7`'rucl A.C. Paverriew7, he delerm%�Pdroer speua/ Ala 4r Alo. d.. '5 ConsA-ucf vacuole fhiclC�&ss A:C. Over/ay Saweut A.C: ltaveJnenf 70' verl1'ca/ edge � Adjust Water Halve fo yrade. lo•/ Feallier overlay as re9uirPd fo Provide acceafah/e n, appearance and ride. �U Install StreetGryhl 06,10190 L. A.P.s.v. ) i4) .ZnBta l/ 2- 4 "nia. A: e•S 47ra/n Pipe thru Curl.1 (ed"96 BENCHMARK M0. /6 -B &NLrfh ofg Fooihill Blvd. anr/ an E 89kPr Ave projacled north, 200' _Fast of f, RR. track over Foo>`hl/% B%vd on t/7e jtarTiv sine sec' drive Pin w/C.S ta3 in top curb. EI- V, 103759' CITY OF RANCHO CJCAMONGA PLAN AND PROFILE STREET IMPROVEMENT PLAN Northerly Side of Foothill Blvd.. from 872.72' to 1014' East of the ( of Grove Ave. C •-83-08 CITY ENGINEERi /?•��'id R.E. NO. 23689 DESIGN RECOMMENDED aLane Associate; e,% S. 4 DRAWN 902 W. Ninth Street ,� Upland, C.A. 91786 SHEET 619 714 - 981- 5602 OF 2 CHECKED r'--R,C.E,iVBB8 DRWG.NO. CJT DATE _2-lI 84 FILE NO. 83. 20 810� 83-20 0 r a R _ ^" 1/ll/E re. ELEV: /F o GENE :AL NOTES o TDf Of PAl/r"/`�JEf/T /A"z 1.. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE D C- CITY 0 RANCHO CUCAMONGA STANDARDS AP;O THE STANDARD_ /� T F �-� SPECIFICATIONS .FOR PUBIC WORKS CONSTRICTION - CURRENT � .p � >� EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BEAQ RESPONSIBLE FOR ADHERANCE TO THESE STAIDARDS ANDSPECIFICATIONS.0 E 0 c' LEP RY K I D TE H NI U ES 0 N 0 SUBSTRUCT R F AN ,2. A_L PIPELINES R '�" � •`' �• POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DO,JE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMON3A<. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL c/Of2> Li ¢C/�� C,UTTE2 DE"T.9/L FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOL!;LY - --� RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING A_/D 4. DIRECTLY OR INDIRECTLY FROM HIS OP=RATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OF RIGHT-OF-WAY.. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND A' NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WAR-ED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL 6E CONSTRUCTED PR10R TC eo/r1(-,Tlf,YC710V /(./47ti s ���Tir/�,�T oT aa�/�/T,/TiEs( CO3VIAIE✓c4-; 14leoTNLL 1&, ay L /My L/6w7 _ C/JN�T. lr";Dr1/G. f"I�MTOYERC0�7/i_9CTEU A/f1�'.''.'�E �i0/L5(�'�'LD.eEO T4 /T/9T_G`HOrI!5/TE-fl/ilT, GOA/57' 6P*V,Ok'EL -16zl7me PEe STG O/t<i'; A/-° 3,9,e, r/G CU�iY/L/NEf,/ S/G�EGYr?LX PEEP STD .!?A/G. 3ai;e� Pl!/ir/ !//EW - - --- 1 O01 T /V//�zLlk;41G' 667O. /1/B-fI,26111 / W 1X/PL09 /// QS E CO/t/ST. G"T///C,S' CO.i/C. C/1LT,P/.rif/.f'STG'/'/BA-,Q Tz /z ew-we, 4I.3Doy; X x 3' IyZwz BE/J/1 IrnwZ9"Ova fE.P P6'MO!/E EX/.Z ,44 4'j/P6/'L/dCE //V K/ V _I I � PAVING. 7. COMPACTIONi TESTS OF _MBACKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GRGUND AND ALL SUB -GRADES SHALL "iE % PERFORMED AT NO COST TO THE CITY OF RANCHO CU.:AMONGA, A (.. WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE C`1 LSE THE / SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR Y DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND f GRADATION C.- ASPHALT PAVING. \ 9. PRIOR TO .�TALLATION OF ANY PAVING, A MATERIALS REPORT SHALL � � � r--- , BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TEST OR I DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. N � 10. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH] CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVIN.v ALL ROCKS I,HICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE / MATERIAL, OF A QUALITY BETTER THAN THE NATIVE MATERIAL. CONCRETE IS TO BE PLACE ON SUfi-GRADE, A SOILS f -`1 11. IF THE ASPHALT T / �� STEIiLANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND L__J P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S / { -J 8 - EFI /L70Z 5F 190 fif 52 ± LF, Ti T T 4A, 25 S.F. / I 1A. J it �1 �I m i RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 12. ESTIMATE OF QUANTITI_5 15 PROVIDED BY THE ENGINEER ONLY FOR / THE CONVENIENCE rcr TId;: DEVELOPER, THE CONTRACTOR SHALL MAKE �I t- ITIES BEFORE HIS OWN DETERMINI• r JNSiTRUCTION QUANT SUBMITTING A 510. A.:SM OF WORK REQUIRED BY THESE PLA;,S r v `� WHICH IS NOT SPECIFICALti LTSTED IN THE ESTIMATE. OF r1UANTITIES SHALL BE CONSICERF.:D .AS INCLUDED IN THE OTHER ITEMS U- WORK. 13. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 409 SHALL BE CONSTWJCTED AT EACH INTERSECTION. - 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM y��� PESPCNSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION i DISCOVERED DURING CONSTRUCTION LPON REQUEST THE REQUIRED / Qy��v�' fY. I PLAN RrVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY Q4GO� fo W� 97f. I c I I ENGINEER FOR APPROVAL. 1`. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE; THRO'CGHOUT CONSTRUCTION. SITE SMALL BE CLEANED UPON REQUEST OF THL INSPECTOR. / � � Q,,=/.7Lf., 16, CONTACT ALL JTILITY COMPANIES AS RLQUiRED, 48 HOURS PRIOR TO /f / EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT MR. BOB STALLINGS (213) 969-2718 o."Im FUR BASE LINE ROAD CONSTRUCTION B. GENERAL TELEPHONE (800) 422-4132 �� ------ _------- FOR UNDERGROUND SERVICE C. SOUTHERN CALIFORNIA GAS COMPANY C714) 529-2889 C 14) 529 7070 �zzgP-.133" all- lwvzXll > n SET //i/ GKV,5;. 14W7 4-7Wi ,FIPED J3.5-v /% �.�'/ ZOo, fl �V. -i207. MV657R- 1/GT/O/t/ /MOTES c" ES7/Mi9TE OF QUfgiVT/l_/_E5 7' O / G�E:K.PT/OrV _- C�UUti/f/T/T UN/T O/ CO,,VV 70, 17YZe 4" CIT41-411eJ.4,6 ef"V91." lro„ AG Ot/�:r? aay1 ,-7Z f//IT/I/E SOJL CO/f/5T. LfiiP/A/iLE' TH/G,C�it/E�✓5 RG: Dl/E,�LA?` _ C.L'/f/r-✓T: G9 -a �: ZV , G/�TTE,P PE•e ST.IJ CO.f/5T. B"CU/P E' 46' azlzrze /-Ere z. M/1/r✓T. -,,7A/D/PEL 'V GL/TTE/� 4 `X rloo/; - _ - • •'_ i%20MF. L. TO GUT%ER ESE ' A.G. 1c,;?l/EI1JE/VT "��'•=%;=•F-� yf O5 0 0 BO /` E/`!Ol/E EX/�✓T/t/ls r. f3E/�/ ! #i 73 L.F. 0 /PE/`10!/E Z j;711 /G CO/1/C fZZF 6'OR6 270 L./ /0 /PE/70UE-x/*7vx f G!//PPe y' .2a 20f, L.F. / r?ELOL'ATE Ex151;wYG T, w1/ 1C S/GNf/L /$ v^TPEET L/4HT L✓f/EPE AP�G/CABLE) t'EP T//E re415-/ ' S%GN.9L PGF/N 2 - EA ,OZ GOA1�✓T CATCH �A�/rf/ # / PE!`i' STD. IJlt/G. �t/C 5D2 (•`L"✓` !/f/�P/E.S, sEE �L.9A/) � EA. /3 INSTALL 8 / Z. /¢ CO/VST LOGAL -fE *TD. P.,WG. /UO. 5le C,95E /5 I /PF^jIUYEE{' f'O�t/E� /?0LE �Ef GUYw/RF /5 E� O IPFnO!/E €X. EL/CCALYPTUy T/PLES f,� /PEG'L? J � /PE/WPZ-- ZI'. G"//V L//t/,C /-ZA/GE 4-30 L. F /B 'r A.G. fi'OLLFD CL//0P.� s'GL/T12 ;A { /5EM06'E Z' 40G L.r /9 Cd/(/�✓T. A.G. D/,eE' fET *JO. /t/D. 3J3 - -_ 70 L.f me?T.//LL J,B " ze.., _ 2% G.F. 2/ ?4lZZ1-W EX. G.TE /7A/t/1/01E TO La/f/'JDE (/.3Y Ca. /'E. ClPEl✓J 3 EA AELG WTE EX. T/`;A/'i-/G */G,LJ 2 EA 13 KELOGF/TE ZX ELEGT/T/GAL PULL 69X 2 EA- 74 //1/G✓THLL 7/7Pf, 'W "A1-9AC2-,e E' WS7 /Gii/ D/f/ 2 2� i�A. (Z5 CUNST: A2-6 CJ,PB CL/TTE_/P ?EO GA1-TA34A/6 67`n /l/6 -A 74'� 1 Z. c Z& 27 -f1l79!/E f1r/07/A/6 24"1-/PE AMP 36".P/SSe //ULET AS /PEOh0fZ29. MAIST. l '" fa 8" L.'F G'//,ed ONLY I'Fe STO /J.G✓G' 1t/O. 301 J G / Ew. L E YS C0.'.'6T. COA/G. COLGATZ PFF 12FT1/L 59EETA19.0 / EA- 2% eOA/CT MANHOLE W' /E,e STO Off/;; M 5,129 l/ MKr .49 S OX//t/D:f/OETA/L, 3//T. 4)_ 3D :2EM01/E EY GOA/GeLTED e/P- PH,P �' KEPLAGE ///t/D 25 3/ CONST. 4 " zwhze-&eg6EME/t/T ALL Aaw,(v B " SE!/E/e 5 ' O,f/ QOTH s%OES Df EA. 5fE U,9ltln f�or'7 /oor, zap ---------- ---- - CJ.° GUla C/� /O. 71'FS r I EEPIAiI/ - � ---- ------ -------------------------- T.L=/D.Oti K ✓f/LGE=70 ----------� FODTH/�LOULEI/R.�I> ^- TYP/CAL �EGT/O/L i�DM_, !/ADO _ SEE 5 � _ _ _ /'79MOZZIM5 �/IJEb IRZZ ! O , 2191 E. BIRCH STREET 7�ELe %� }-- BREA, CA 42621 A/'Lr /V/w 74 50',�c� 5c.9LE / BD 27' f - D. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 ! _ '` r o !/.9/P/EG✓ 9641 SAN BERNARDINO ROAD /�Z � r` TO EX. GROWiV RANCHO CUCAMONGA, CA 91730 d'7 Z't r�ET/vEEN C2/ri /O'`OD s`l3�100=` `Q 5.5' fo 3' o - All71 /9EIJ//!A! SIZE 6' LGL'?71e9(/ E. METROPOLITAN WATER DISTRICT ()14) 593-7474 /7EA/UDEG�l16 ��/Z7EWi9L/� /7/�1/ I -MA/ 77�' _ 8'�� - , 7P/E5 BETN/EEd! �TAg 75t�/7.6�/ �'!7 97. d¢ /i'/E4 P.O. BOX 54153 3" T4 F�k'F_.P. ^fOD/�'% 5� 2' LOS ANGELES CA 90054 'fi 'I �� fJTG�E MEL?/flit/ �BY OTHE,�J I 8 /3tlo5{�l/LY - 'I ..I X. P'L%7T -- G;9iP/E5 FROM V` + �� u a-6d9 & 1.29% F. PACIF: TELEPHONE C014PANY (714) 999-`5639 �� // !//!fl/E5 V YAR/fy F20M D. 3B% t°0% YAk �E� FQOM 40! % f 2.00 % a T. ALL 41O,P,C W/TA%/V T,yE f/26AWAY/P/6HTOFdJ,4Y 6PX42L -� / �` \ I/:-//4T/E ' feOM li EfmZ)f/fiLS .9. C. dE TO 5T.4TE 7TLJND<l,Pb6. r n / // /5 DL/�iDTES D/STA,/C Y EX PL/! /T //9 2.0�/-/ �- G. 6 IJGGUeS fmUM ETA. /¢r20 /V2Y fDR LOGAT/OAJ Of P!/!iE/ ! /B. 6r,PUC741f4Z 5�_T/OrV /ND/Cq. ED C R.yG AV4K / �TA� /5 f 7 ¢ O!/�PcAY P'U T G�.V�T LU�G9 /PEM ETG �EEPIAf/ FOR E6T/i�QT//UG PlIPPO5E5 Or 10 4 . 1.1 SE T/ON OZZA,E,:Z 2 Jl TOBEOETE/'N/NEDAFTEP te, Ait7Zhv7 /-Z".) - LA5 T�'srs 5 l/AL UE = 70 �ENv>E� p/�✓TA��/!F� Ii�,er ' rnPxz AL RE/E/UffE_ 15Z1lIi:fLl1/ ETA. /P20 zo ETA. /5 72� 9r, z�o /7t1�17. 84. T-MV) /vo w`G r R/w PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGG,OUND UTILITIES OR STRLICTURE5 SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND 1'D THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE ILANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTIL T:ES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON ;HESE PLANS, AND IS RE- SPONSIBLE FOR -HE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR ,I -E WITH STRUCTURES. CONSTRUCTION CONTRACTOR AGREE `HAT IN ACCORDA. W GENERALLY 6LCEPTED CONSTRUCTION PRACTICES, ONSTRUCTION CONTRACTOR WILL BE REQJIRED TO ASSUME SOLE AND COMPLETc RESDONSIBILITY FOR JOB SITE CONDITIONS DUR114G THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHAD BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TC NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNI'Y ANP HOLD DESIGN PROFESS!ONAL hARMLESS FROM ANY AND ALL LIABILIT` . REAL OR ALLEGED 'N CONNECTION WITH THE PERFORMANCE OF WORK ON ThIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCI S IN PLANS AND/JR FIELD CONDITIONS IMMEDIATELY TO THE DESI;N ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. REDUCoED Pit-ANS 0 ; Iu- 2 3 r3L INCHE Oh ORIGINAL PLAM Co7 A9 ' FL/TL/.-Z /fEI�/!/!�U(i3Y OTHf25 i /Z0. 00 / 47 PL9 �NOIf /1Z,91 t1 5/ZE E: Z9kWTf11t/ -- , , 7' 7' lill f/E5 6ETWEEv �TF/ �' /5t',7. 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