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Home My WebLink AboutRc St Improve Plans 827/1 Thru 828d/3 827/1 827/2 828/1 828d/1 828d/2 828d/3827/1`- b / /K L CAP Y.7 y ' I r° 3Q REDUCED PL.ANS- 0 t 2 3: 3' INCHES ON ORIGINAL PLAN �_ L c .� n ONE 10US on .. rim BOB MEMO �_ � �•- _ _ •�-• _.°..' �.... WE �_ —go all �. ^"• � � L. .�.� .rr.`ran^ �� .� :,........., '� C. '.'�."�'T. ...i"�.r.+.r..r....ry.�y.'a. EE ..�......�.`.r•. ,'�'. � '"..C.•$SS. """"""' .�.�r "�"' � � ,, s� ��=I�=ice .ss • =EE: ==►�� _ MEE ""�® ► 1) - WE -Ec• •E= Er_ ..m m as Be Ma rill is � � �� 9� �I �� 3 � '1 ,1 = —_ a �,�� o ��' � � a - �s��:�� t�S��.._.� • • • o • • • • m� _3 ,�� .vim=,� �"-�"'1E=' o _ \= \ 6` ► 1 g1 a 1 ► 1 n '"M�s�a�� ter., o � � lE�� t� .....�E= •>r� �...�.= EEt�:�EE'.,....�,�:="'zs='"'=�" � ', ► 1 Ey��, � � j �6 � s C ��- �„c� �� _ • • • • • • • � � i�� o �,�•e EE �E: Et �. r :�- a ► � ''C t� 0 `6 `„� � � � A ° i G e • • • • e • � �_• \!;��. C ;�B �e 4-ir•.�.� �r`�� _r�� r�..r..•_is•' _rw+�,,� �� 10 \ 1 ► =r I:: MIC Em MMMM �"�'*�� "�—�..�....� C� �� y��► �•t► Z� � s r� ''_� . � , `� w C��C� ffil •��:d- o -� � 9 �� i :�� ^ • • • � • • •e e 1 1 • • • • • � Mm NO '`.�'.. .�._�" ,G ...�T�..'"r�' "� �� •I..�+....w�.^...�� i�� .'....w'..-. .ice"..''.'..,... _.;-1.:.s�..�•••' SOM EE ___ ._..� - _:35�:."a-. ,i �... �_ 6 _�ra ..3 ' x r v ---� �L� 0 • • • �S�..r ...°""i.' o" ..�'C �,�..,,.�. .�' rr� mod...= C T.C.•.�'.'�'•••' �� 1 �y � e ��""�e�=fie ��== _�� = �-'� '-��I~=��E:= .... �s �_ ��:: �� i �- � ' �_. r � . � • • . • • • • �-_�� = Ed��E��_ ��-�.=...,._-= a =.=-- ��" ��°� ��rxs� ""��-- =o..� ��"r s,,. � �� ' • • e e • s • • • •• _ �`_._. �_ �E= - i = _.; =.ems-=-- -_ �'"'"E��E� � ��• ;ate � � >- • • • • • • r • =mom ="" s-a'":: _E �cm_ �~��_m= �_. ___�'•" � � � a �� `"'� =' MENEE=- -•ram =_ M=s= == tee--MBER s • • • . • e • o MR-._..�=-..._._.._�_ _.. Ems,,....:..._•__,.... �� =.- ��=--=d..�..... _ .... = g��•s, �.s � ��" _ �.�.=_.�=�= .== .•= _� _ ��._• �;_ � --r�� IEEE ....." MEMO— MONO==•=ram __ • • ► • . • _.._-._= .=�� ,,,_, �=MOM �M.....�,�e�==��a� � .�• � ,"-�_� �` �s+�•=E�=-�. �= .= __ _- -= == ` _ _�e�• �E= =e-= �� _ ^ ,.� � �� `mac,=�� `.=_��_x �� ._s• __.=-•----- _.,_.�� .�_ � , -.:- - � - �� Es=�.. >�.E�:�..�-ez,,,.. �� :: �;�s� � mlac r o e e • a • • • WWSTRUOTIOW NOTES 4QIJAAJ-riTY 6gnmATE I Ss3.WGtIT AtJD IZE✓MnVE EXISTING PA►/EM>=NT �Iz SNIA�TH lOtN • - — — -- ��a s C -- CO)JSTIZUGT r-7Kel=:T L1�HT UG)DOO LU Mpp H I---\/ )— --- 5 E-A - _ _ �/��•- MGVE AMC> .I7ESPosE OF EXI5TIIJ�TtZEES.KFPI-AGE WITt+ ts�°?L•.SI,Z!✓ FA• -5 E "- 2 -/� 13 CONSTRUCT WNEEI.CHAIR RAMP PER CAL STD N8 ..CAS E G , - �. PFg HIGFFWAY DE-0 MA4JUAL SEC• 7:— 9O2 - O--RI=LOCATe Ae• O MODIFY TKAFFIc SKI WAI_ Pr--K SHl-:I✓T 2 OF 2 -- 2- Ems• C4,�-CONSTRUGT a-,Jc(Z;_=Ta CLIK13 AIJt> 1--UTTr=K PER S"CA_TE'STA. we-ATYraA2-e Lf= a-- C0t]S-rKUr_T CONCKETE DKIVEXVAY APPKOACH PE-1i CITY 'STD. 3OG • -'- - EA• O-GOFJSTKIIGT MFI+NDE ING COIJ0KETF3 latDla-WALK(4-6 VARYING WIDTH)PEI2,CITY - 9570 -- STD. 304) AND PER LAW DSCAPE ARCH ITECT' PLANS. # CONSTRUCT G" Ac CVr-e COMi-ACTF-r, NATIVE MATERIAL �=-�� s!orr IO SOO sr I1. IF THE ASPHALT CONCRETE IS TO'3E PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.,:. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING., 12. ESTIMATE OF QUANT.TIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONITRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUC-TION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK 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. 13. STREET SIGNS 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 ERRJR AND OMISSION D'.SCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PR JMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. � - C0NISTKUcT VARIASL.E THICKNESS AC OVIF.MLA ', - -- -Ir 9r'o SF 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE; ORDERLY STATE, J IO CONSTKUCT• LIMITED ACCEr-e 0JRS (_2S' LOL'G) Mr, CITY STD, 9O2 . 25 0= THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. I I t0NS7KJCT 3'R1=..c46`" C0IJG9ETE TURF- P=K 13YASSOCIATE,=P COMC4 E F'KODUCrj 2v0 SF 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. IUC. OK EQUAL F'i-,..,,1 17 CWC-K0ADHMCNT PeKMIT IS KEQUIfzt:_:CD r_Kd�M GALTi=AN^_ E'RIOR TO I�1ltAc- At.tY WORK w 1 WITHIN THE STATE HtGHtvAY Kt�-_HT O1= WAY, fl ;.'• I tS• ALL WDIKK -WITHIN TµF. HIGHWAY KIGHT OF= WAY SHALL IaB To STATE 167r A-0G. - --. -- - -_._ 19. STKUGTLlfCAL-SMCT10N INDICATED FOIz HIGHWAY 15 FOfz ETIMATIt IG UNL(. ' AGT)JAL SECTION TO Sla: At=TEF= C-KAD(A)G AtJD ,Af'PIKOFK)ATEE LA13OKA'MfI,`C TIE- - A T1. Di= 10.0 s OULD E5M Ur -MP IN TH)= I�SICN O= THE H IAIGHWAY S1=GTION. A TI. OFF 6.0 C04LP BE-Z UeEs-D IN T-HE~ tom' SIAOUtrAEM A10EA. c�•4 ` K = FOOTHILL BOULEVARD j . �'.a � u- 7 7� *y . ,q g., L ? 10._ :. g"'' !1' N" 09 gl114" w 12_U I # `1 - -� f -- ---�- - . u :`\ M1vr .-. n, " L7 ..,, h �e •.c i ,te. �°.' ..v`, . §,` ,::�' _ zi";' .tip.,, ...['ry `Q • .9 .• x.f Y. /,•. .: "c6—ott7Js.0`u - •4'VL,,m;ro'�•Y -_._ T 'f�:0,,+1,. �,•-4A,� �61hg ^. :",� q,•'VpF:7. {i„i:. "�`„.� �'n ✓ ?.� g - ; /~44 �FeIr..�`.?. '°of o - Jot12N3E;.2x0IS✓TF.1D azzu- C Ab�".x ,� CdNS r tl 01 I - .,-_ .vrz asw was as .I' �` �4!"�W • w �, ,w� ' J cagvI ` U.A7..4 0 Z R -L T C 40' /3' ¢2" D 52° /B `20" SGICp` �h5lo5' 2�rf ' S7• F 90• U.O • � •' 20•LYJ 3/. ¢/' ZQOa' G > 22'.51, ✓o /M-6v 39 /09/' H �... !w /M4' ' 2g � 3� sa' t 32 Gq' /0' 75CYJ' ¢2.Of 2/.6/' 9 ¢7.4�" 79.60' ?� 29' G5.Of. /¢" - ". .: � II -�� K r-� .� ,, r#s.•ssec .. .: .; ._ _o � :=°71'.Y � =�-�o- I 1_ — _/f0 OG) BG p �7YP•)'ft<..._ V W /5. SLQE .d !! . .;. $ Ind. V.. O C �:.. _,.,_, o. V Q e. o/iV 7e'(o7. JO/rV f. '� .EASEMENT i0 THE - .0 ----.-.�,_ ___..-.-_�;r b• ll1 H- -� •'=� El. S/O WLi[ K I' C•, i x�a _qzI `C COCA1viOA/GA f tt�1. EXISTING INtPROVEMENT nl I0 m �� y , \I ch ti /ShD 6/�aEWatKEASE/NENT is x of o� t\ `q ASl2 �+ TO THE CM- OP RArJCWO N NEx)STING (MF'F�OVEMENTS p pgAWIgWo- 314 $� n N � It C(ICAMONGA . � X °�: !2 I G � � � J,}� Fi' 3 Cil � PHTC 1:)R4WIAIG N0. 431 1'"MIU• I h in UOTF- Ar- OVeF_I_,Y SHOULD ;,7E TO GIVE n O A G+10OTH KtPE AT cWPG- OF-rHE F-F •JE_CT• ANY 5 9 W 8 Q�• NOTICEAFst I= 1>15H SHOULD 8m- cLIMINf1TEU , 5 flt � Tf/E E�EOFT C/1jc -GAY SHO/JLp 54ZZ ONTfIE NEGf� z -- ~. N --IP WALK TO ISE e4 TF{Irk 7L - S el711ef�LY.G4N-6'Uy GYHEFic POSS1,51- <S�c S> JP/i✓G w wlull W llu w Q Q � r OTHILL t3l7ULEWARD 4 m� I'CtOJEGt LoccTloN S z K ARttOW NIaHWAY CITY Of RANCHO CUCRMONGA � PLAN AND PROFILE FOOTHILL BOULEVAKD FFoM &-7S' EAST 4i= VINPYAKD AVr=-- TO 1323' EAST dr- VINMYA.KD AVE. P �VELDPMENT t$)=VIEW NO, SB-13 ,APPROVED BY DATE f CITY ENGINEER R.C.E NQ23889 DESIGN I: ,, 1 I61 , , RECOMMENDED E/ ILL ,f ; LLIAS 01 2 CS C I -I M I D pEG 4lu�8•F INLAND EMPIRE OFFICE FiOM STA. 6,+• $4•SG M911—: PAVEMENT ?G4 SyEET3 oF3) -::: .:,•Y � I DR,'y�NF 1630 E FRANGI9 �,141 g47 04g7NYARIO, CA,91751 SHEET OF L TI =,00 I Vir�lWITY MAP, NITS CHECKED L R•az .ti467F DRAWING NO. TYPICAL STREETSECTION CITY - ". .: � II -�� K r-� .� ,, r#s.•ssec .. .: .; ._ _o � :=°71'.Y � =�-�o- I 1_ — _/f0 OG) BG p �7YP•)'ft<..._ V W /5. SLQE .d !! . .;. $ Ind. V.. O C �:.. _,.,_, o. V Q e. o/iV 7e'(o7. JO/rV f. '� .EASEMENT i0 THE - .0 ----.-.�,_ ___..-.-_�;r b• ll1 H- -� •'=� El. S/O WLi[ K I' C•, i x�a _qzI `C COCA1viOA/GA f tt�1. EXISTING INtPROVEMENT nl I0 m �� y , \I ch ti /ShD 6/�aEWatKEASE/NENT is x of o� t\ `q ASl2 �+ TO THE CM- OP RArJCWO N NEx)STING (MF'F�OVEMENTS p pgAWIgWo- 314 $� n N � It C(ICAMONGA . � X °�: !2 I G � � � J,}� Fi' 3 Cil � PHTC 1:)R4WIAIG N0. 431 1'"MIU• I h in UOTF- Ar- OVeF_I_,Y SHOULD ;,7E TO GIVE n O A G+10OTH KtPE AT cWPG- OF-rHE F-F •JE_CT• ANY 5 9 W 8 Q�• NOTICEAFst I= 1>15H SHOULD 8m- cLIMINf1TEU , 5 flt � Tf/E E�EOFT C/1jc -GAY SHO/JLp 54ZZ ONTfIE NEGf� z -- ~. N --IP WALK TO ISE e4 TF{Irk 7L - S el711ef�LY.G4N-6'Uy GYHEFic POSS1,51- <S�c S> JP/i✓G w wlull W llu w Q Q � r OTHILL t3l7ULEWARD 4 m� I'CtOJEGt LoccTloN S z K ARttOW NIaHWAY CITY Of RANCHO CUCRMONGA � PLAN AND PROFILE FOOTHILL BOULEVAKD FFoM &-7S' EAST 4i= VINPYAKD AVr=-- TO 1323' EAST dr- VINMYA.KD AVE. P �VELDPMENT t$)=VIEW NO, SB-13 ,APPROVED BY DATE f CITY ENGINEER R.C.E NQ23889 DESIGN I: ,, 1 I61 , , RECOMMENDED E/ ILL ,f ; LLIAS 01 2 CS C I -I M I D pEG 4lu�8•F INLAND EMPIRE OFFICE FiOM STA. 6,+• $4•SG M911—: PAVEMENT ?G4 SyEET3 oF3) -::: .:,•Y � I DR,'y�NF 1630 E FRANGI9 �,141 g47 04g7NYARIO, CA,91751 SHEET OF L TI =,00 I Vir�lWITY MAP, NITS CHECKED L R•az .ti467F DRAWING NO. TYPICAL STREETSECTION CITY CITY Of RANCHO CUCRMONGA � PLAN AND PROFILE FOOTHILL BOULEVAKD FFoM &-7S' EAST 4i= VINPYAKD AVr=-- TO 1323' EAST dr- VINMYA.KD AVE. P �VELDPMENT t$)=VIEW NO, SB-13 ,APPROVED BY DATE f CITY ENGINEER R.C.E NQ23889 DESIGN I: ,, 1 I61 , , RECOMMENDED E/ ILL ,f ; LLIAS 01 2 CS C I -I M I D pEG 4lu�8•F INLAND EMPIRE OFFICE FiOM STA. 6,+• $4•SG M911—: PAVEMENT ?G4 SyEET3 oF3) -::: .:,•Y � I DR,'y�NF 1630 E FRANGI9 �,141 g47 04g7NYARIO, CA,91751 SHEET OF L TI =,00 I Vir�lWITY MAP, NITS CHECKED L R•az .ti467F DRAWING NO. TYPICAL STREETSECTION CITY 4. r GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD.. PLANS 6 STANDARD SPECIFI- CATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION AND SUPPLEMENT. 2. THE CONTRACTOR SHALL FURNISH A LETTER'OF CERTti FICATION FROM THE. PI PC MANUF+CTURER AS TO THE w TEST RESULTS OF PIPE INSTALLED. 3. ALL PIPE LENGTHS SHOWti ARE HORIZONTAL, PRO.- JECTIONS, UNLESS OTHERWISE NOTED. ¢. AtL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGH OF 3,250 PSI, UNLESS OTHERWISE SHOWN, t g. FINISH ALL EXPOSED EDGES WITH 3/4 INCH CHAMBERS. (o. DIMENSIONS ARE FROM FACE OF CONCRETE UNLESS OTHER- WISE SPECIFIED. 7- ALL STEEL SHOWN ADJACENT TO A FACE OF CONCRETE HALL BE PLACED 2" FROM THE CONCRE',-E FACE UNLESS OTHERWISE SHOWN. Pj. ALL STEEL THAT IS TO BE CON•rINOOUS SHALL HAVE A MINIMUM LAP AT SPLICE, OF 30 BAR DI:.METERS. 9. AT THE BEGINNING AND END' OF ALL POURS A LAYER OF REINFORCEMENT SHALL BE PLACED WITHIN 3 INCHES OF THE TRAVERSE CONSTRUCTION JOINTS., 10. UNLESS OTHERWISE SHOWN, CONCRETE DIMENSIONS SHALL BE MEASURED VERTICALLY OR HORIZONTALLY AND PARALLEL OR AT RIGHT ANGLES (OR RADIAL) TO THE CENTERLINE OF CONSTRUCTION. 11. ALL PIPES SHALL BE EMBEDDED A MINIMUM OF 3'INCHES INTO HEADWALLS OR OTHER STRUCTURES. 1'2. REINFORCEMENT SHALL BE DEFORMED BARS OF INTER- MEDIATE GRADE STEEL AS PER A.S.T.M. A•••615, GRADE 60. 15. ALL REINFORCED CONCRETE PIPE SHALL BE BEDDED IN ACCORDANCE WITH CITY Of- RANCHO CUCAMONGA STD. PLAN 513 CASE I UNLESS OTHERWISE INDICATED, 14, ALL STATE AND LOCAL TRENCH SAFETY RULES WILL BE RIGIDLY ENFORCED. 15. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPT. PR,OR TO ANY ENCROACHMENT OR. CONSTRUCTION WITHIN STREET RIGi'.T OF -WAY 16. COMPACTION TESTS OF TRENCH AND STRUCTURE BACKFILL SHALL BE PERFORMED BY A REGISTERED SOILS ENGINEER AT CONTRACTORS EXPENSE. A WRITTEN REPORT OF THE COMPACTION TESTS SHALL BE SUBMITTED TO FHE CITY ENGINEER FOR APPROVAL PRIOR TO SUR- FACING. 17. FST?4IATED QUANTITIES ARE FOR PERMIT PURPOSES ONLY, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OP CONSTRUCTION QUANTITIES BEFORE SUBMITTING BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATED QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 16. MAXIMUM TRENCH WIDTH SHALL BE OUTSIDE PIPE DIA- METER + 26 INCHES. 15. AT LOCATIONS WHERE REINFORCED CONCRETE PIPE SHALL BE JACKED,, THE STRENGTH OF PIPir DESIGNATED IS FOR VERTICAL LOAD JNLY, THE CONTRACTOR SHALL PROVIDE ADDITIONAL REINFORCEMENT OR STRENGTH OF PIPE REQUIRED TO WITHSTAND JACKING OPERATIONS PRIVATE ENGINEER'S NOTICE TO CONTRACTORS The existence and location of ar y undergrou,rd utllCy pipes or structures shown on this plan are obtained by a sez�ch of available records. To the best ,of our knowledge there are no existing utilities except as shown on these plans, The contractor Is required to take due precautluaary measures to protect the utilities shown and any other lines or structures not shown o• these plans. All contractors and subcontractors performing work shown an or related to these plans shall conduct their operations so that all emoloyees are provided a safe place to work and the public is protected, All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulation" of the U.S. Department of Labor, and with the State of California Department of industrial Relations' "Construction Safety Orders." The civil engineer shall not be responsible in any way for the contractors' and subcontractors' compliance with the "Occupational Safety and Health Regulations" of the U,S. Department of Labor or with the State of California Department of Industrial Relations' "Construction Safety Orders." Contractor further agrees that he shall assdme sole and complete re- sponsibility for job site conditions during the course of construction of this project, including safety of all persons and property; that this require- ment 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 anu all liability, real or alleged, in connec- lfon with the performance of work an this project, excepting for liability arising from the sole negligence of the owner or the engineer. U, CURB OUTLET" CURVE DATA R L T A .05'00Ix11 3.O" Z.3G' /.24, B cc 45' 3.53. 46/o' 45 G10Gb° /.'5' /, lB' O.fo2" to I ,N n n A g - ---- e eh7z IN 1 � J � ` EX. CUR/3 diG�TTER �p V O U p v 0 Z�l cr V I�► 9 MODIFIED CURB O!/TLET vER CITY STD.. NO 506. N•Y.'S. 2e`O/A. CLEAR ORECIV/Nly t F+C�F/MEePr C01�.2 � � 3,r •_ I�L1,P/ES QLf1AM,B.2q FLY%NQ2Y 3 M�K A-/6J GIeAPPvEO _ _ :VAVES 6h-(2" /2 P 5�0./V_20 - f ------ �X. / `'�L'URF3 c� GUTTER SECT/ON ,'A_A" N. 7.S. J � Q VO71,1/44- BOU! EY<4R� 0 Y Pf70✓ELT Q VICI iV / TY' A4.-4E: CONS rRuc T / o1v NO TES 4 auAAlr / rY EST / mA TES /�--- rONST. raO RCP (4> - 1200) - /45, L F 2�---- CONST. 45""RCP (L> /200) 30.5 LF 3�---- COA/S r 39"RCS (D - /200) _f o'9 LF 4�-- CoNST. 24"P (0- /500) ¢23 L 0 --- CONS T. 12 " RCP (D- 1500 ) �o�--- CONST GATC�/6A5;//V NG2. 1 PER C/7-YSTD. PLLSN NO. 502 (W= 40', V,"',0 P_-eRAN,J / Ry. (�7 ---- CON,ST. GATC/-/ 1E�.,-AS/1V A✓0.1 PE E C/7Y STp- PLAN NO..502 (W pj E QitY'rJD APl G,2.44P/A�,- firaA✓- /`� 17-E7A/L0 CONST CA7e.'l OAS/AI A10 / 0ER C/TY STO. PGA/J /JO. 572 (W=2/; YdC,cl5-ZA4QA0 �j�---- GONST. EURB OUTLE i PER C/TY STGt. 1,10. 5aro CSEE.DET.4ILS Tf!/5 ,GAT.) . / EA, SAWC//P�i R.6MOVS EX. CONC. S/oEWAL!{ 272 SF 5AK/G'UT el o_-Afow5 5K. CUR5.�6U?7ER 32 lP /Z S4WCUTid PEMOIiEAit/0 2EPL.ACE COA/C. 51Z( kE t/AL/K //60 SF• /3 REGCG,AT�EX. F/4E HYaf,,-_ANT. / EA- /¢ 1WCUT�i+?EMO✓E 4N0 2E.='GgCE AC. F'4VEMEN7-: - 04 5- /(O PLUG CND W/7f/B•e/C,G�WD,�.rC�NlcI2TH.e.--- - / �A. l7 -_ aeiWGUT C loe-Jai /TTE,2 7,7 CGWST. ai4e;:OUTLET=-- - co LF /8 • S4WCG/7- 2Eti>OVE 5X. AC, --Al/a aNT - 3Co 5F !q CONsT. GATCN B.aS/N NO. / PER G%TY,15-, rO NO. EiO2(W-/4.4", V,4,D -Se- -tAV)- / Ed 20 rON.sT G4TC.y "tS✓�1 N0I / f CSC/TYSTv Me 502 (W.7.0, Vf,(D,%e PLAN)- / EA 2/ CGWST. CGL^dC / i?Pb��SJC7/J l--R G/TYSTp rV4. 5/8 C6456F .0' 2F,4 L2 CONsr. Lac, ,S/GK/ Pr--R C/7Y 0>7-L:>. NO. 5%8 (CnSE C� - ZA APF CIT DES Construction contractor agrees that in accordance with -enarnlly accepted construction practices, construction co:.tractoratill be required to ussdme sole and completer, sponsibility for jolt site conditions during the course of construction of the project, including safety of all persons and pvopert}: that this requirement shall he made to apply continuously and not L :. limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability urisingfram the sole negligence of design professional, Colifbinia COUf1Cil Of0vill EngineeU Si�C ndkfueyoff URA AA/-1 CHE J. C- , INC. 3- "� ,.'. � �s � � �I — � � — — � - ! c_r � I ::,i . .. � �T:� �. � �. J � '0 � .. � v}. J� `s � f _ it -- � ` . � '' � � � � a" a w B } L • � � z � �, �Y, � P S, ry�,y t ti _. - r .ter. � t � r � � § \ 1 r i4' ,. •� o -, ___ - ,. -� . � ,; t 1�. P p r . A � -W .. �. ,, • �, , �, .__.�-- .-� Y Y a � .. y' . • P'1 1 •{•. O �.� ' $ , b m 0 g w41 t,,, r o-, .�, .� �` .a . -h �• . �� . � .. .. 1 . � � �� ' � ..