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S-79-3.1-3.6W,7 TE STI NO S 140TES 1AL C 'OVER' A 4--�—CON 412 1. M*CA 70, PRIME t(�X�.T* -.,-T ITY OF COSTA- MESk-STAMARDS AND -SHALI. Tb ST -ACTED 50 C,,O�p PRIME GIDAT."- ST. 12- A.C..*N COW I THE�'CITY NGINEER* I-EACE .. PL. _iT i,-Z A �.TRECT- QUATITj S 302* 24�,': ALL I$T Y STD* NSTf TYPE C�g CURB*& GUTTER A CITY STD# 3020 E STI M ATZ EFERS'_ THE CENTER-11NE Oft 'THE STREET I;PNST. TYPE C-6 CURB & GU Ile ITYPE A QUANT ­,PAVING'�AND BASE'SECTION Lj THE�QUANTII`Y ESTIMATE-ARt FOR 3 PER r ITEM 301. ERqTE F -�41DDIN wEIJECT To At-VI ONLY COINS 1k CITY STD# 405. LEARING AND GRU NST.,41-A PER CITY 70D. 401. 4 2 TESTS CC.SIDEWALK 0 -03: IEXCAVATION tONST VAZELCHAIJ I T STD.. 507. -0' CUR4 2000,.'r.-Y. ,�CURB DATA,AIFERS O THE �kd I RAW PEP. ­�ZAP '�TAEZS-_WILL BE "PLANTED KWAY CWRDANCE,WIVjA9 REQUIUt-IENT �017 W/DEP 'ON ST. 41"P-C.C4 DRIVEWAY SED CPA�- PER CY IL COMPACTED F* L tIT'bF,C1DSrA XSA PARK. SWERINTEENDENT# 30:3 503 1, -4 00 WAIT Li.Xo ---- --- TYPE C78 'Y :NStALL -,S1REET_LIVT,.PfR it� ACCORDANCE W CURB & GUTTER 7 9' -C- ALL WORK. $HALL �11E.�PERFORMED I ITH 7tHE STANDARD, Y.= 1* 4 APPROAC _1976j tUNDER CAIDUND ON MARBr=TL IONS� FOR PUBLIC, WRO CONSTRUCTION41� I)ATED JAN Y AR 3"1 -PC.C. DRIVEWAY T aURVZY M0141 1 6j6 1� ai� MN 03 T. Y F 'A' IRC:C. SIDE 77 _1j. 'CONTRACT( BA^ICADES.4 -61TY WALK 4'"GREEN BOQK-#�)- IU-STO ET NAME SIGN STD 6 06- FURNISH AND 'STALL S �ZPROJECT S1 4 OTHER-" TRAF -PRO 'G FLAGMEN `4' A.C. OVER'.6poc;G. -SAS-r--PAVEMENT, 67.5 ALL ITEMS XENTIONED SHALL BSIN NEER'. AS FAY BE R- FIC�tONTROL OR'WARNINC DEVICES, INCLUDIN C I T C ;z ITE AND Al' THE EN UIRED IV 404 - - L STDi* 407 ­ CITY JZOA. C. OVER NATURAL',PAVEINT ANCE WI-Th THE GURRENT E UI_ El rS Q I "MN AS SPECIFIED IN THE-LATEST tDITION QF­;TAE �"CO115TRUCTION AFETY ORDERS.' -WILL 'FAILURE O DO SO CURB & GUTTER ,APPLICABLE SE TION-OF THE C.V.�"C. AND'CORUCTIVE COSTS ...... IF I�AL BOX CUTOUT PER�CITY TYPE C E CITEV _CURB ONLY ';,-TQ THE'CITY WILL1E*- CHARGEDj*, lie 4 CTft -HALI EQUEST-INSPEC -IMOt4 ICITf.' OF UNTht4kfdi'tK,�k ATERI -6 AL UNDER, -SIDEWALK �,At7NGINEEXINq,, D PARTYX-n TO BE YADE 48 :S 10,3TAIN A PtI XIT AND R TION ADVANCE OF�PWORIM P.C. C. CROSS GUTTER �248 &F, ING a ANY WO UPHONE 754.$3, 3., WHEELCHAIR RAMP A 12 EA. #6 % BY DRY- WEIGHT STREET LIGHTS AGGREGATE 9, 1_79E AM0UNTDF'ASHALT BINDER -0 BE MIXFD jWiTW'rHMINERAI: THE EXACT AMOUNT WILL BE DVTERMtAD� By BE- tHALL '-�Z Ek z -ST R EET NAME 'SIGNS i�E: CITYJ SAY" LES� THE PROPOSED -AG�REGAT BE E SHALL -TRE-�ITY ENC ftjR FOR HE PERCIEVT Y MONUME I,EA SUBMITTED TO SURVE ED-FQ -DAYS jig, BI NDER MAY BE ZDE ADVANCE OF CONMUCrIXo TERMIN (4) 7 -16,61 $0 31F 40 UNTREATED BASE TOO SHALL E. INITIAL SOIL AND MTZRIALS.TE 10#- THE CCINTRAC, C:,).,%Y POrl TT "NOTE N S -��Uwza CQN� tUCTIO BY _�TH E CITY ENGINEER. VIC IN I -r SOILI� Lir, MATERIALS 1ESTS DEEMED NECESSARY, AP PROANZES _'DRIVEWAY DJEPRESSIONS-A�.E' CONSIRUCtED (2&40WNSt 80 #CO'P.� SEWER 14A t'N# 440T TO *CALE T=E,DRIVEWAY A? SAALL �tE CONSTUTED -TO ]KICT "TY LI1qE PER CIT'Y OF COSTA MESA ST 21 6 t��'V ONST. C;P SEWER LAT-ERALi N S Lo -Y -STI) D r H AR E TO BE.APPROVED BY THE CITt'' CATION, TYPEs AND , .. SEWER Au'� UNDEROI�0 �10 S A PER CIT NCHINGAL-RESMFACING-DET It 23 RK HALL COMPLETE, MIOP, 'TO ANY S — �-, , f, FACE WORK' IN RE PUBLIC RIGHT F WAY.- 4� CONST 8"CAP SEWER MAIN. �:13 STREET LIGHTS TO BE I"STALE 'PER CITY F COSTA -MESA' S E STIMATX OF SEWER TITIES TAND=OD V §L I THE FINAL LOCATION SUBJECT To Cl Y EN G I N En S� A !gUAN �7_ -KET MOUNED TfTy A�lm SIGNS TO BE-INST LED BACK OF CURB OR ON 3RA�, tTREET N M QUAN 10 EA., t'T IGHT PoLE0 STA MESA STANDA:D DIX. 'NO. 606 Ic '4Z7 I TE ;t4o. 4 41 dk e"VC.P SEWER MAIN PERIC OF CO -STANDARD MANHOLES P "S" 'ON CLUB AT ALL -SEV RCLATERAL LOC2TIONS. Y CITY BECHMARYt MONUKrNT 4W 12 CONSTRUCTION SH�.0 BE REPLJ�CED* 1, R TIES2THAT A6E DESTROYED-OR DI Stlamb 19 Luc L 556 �64V.C.p S ki f6 TLEVATI 10 EWER 'LATERALS 1�265 L.F ANY CHANGE IN LOCATION OR LL T G L 17 O� L; -F M.m. MA a -j "CAP SEWER MAIN SURVEYOR ON A� X 11 LOOSE L94 F H ITIES no, AV _D OF, LEVEL RUNo Eth E PlOrEGT �LL­EXISTING UTILITIES IN PIACF,*4 ALL,SEWER CONCTRUCTION SHALL OIIF P TO TiE S 0 �TANDARD'SPECIFIL��ATION -JDF%THt COSTA MESA�-SANITAIU TRICT* STATIONS SHOW�=ARZ SE�� ArA.0 STATIONS ONLY 7 No. 'o art 32 0+46sr e 4�, 'RED Ely TER. CONSTRU MAN' HALL BE ;IR I CX 19* OLE S, OR U MANUFACTL _-IAT7D CONCRETE PRODUCTSa AINC4 OR APP�OVED EQUAL# WATER't-AIN PER M. 30 20# 11E AND COVER',"HALL BE,ALHABRA FOUNDA A-1270 OR R41REM"Ts la < -,y < k3 DI &P AICP. 14ATER YATN -PER REQUIR&M4ATS' �CL. 450) dt �7_ N TS MECHANICAL, Q�—INSTA F 1.44.) LL tE MIEC N I CAL COMPRESSION Lt 8 Abc #AIVE.(RT X 34 HALL BE WE GE-LOCK4 SPEED SEAL, MAINLINE OR �A' INSTALL 6't 61F VALVE. (RT X F L4G) APPROVrD EQUAI,4--�'IN �40 *CASE WI L JIDINTIN3 MATERIAL USINS NEAT PORTLAND INSTALL BOX GO REDUCER. GR -STALL FI_U HYDI>ANT" PER M.C.tASTD* DWG. 5# 35 IN CCNIR."�- U c?LEF_ IT 22,0 < E 8" rArFIN3 V 37 -1ESTi MAT 1, 1 . , . - ,� IT EM 8"A.C.P WATER -MAIN CL. 156 ­1_v Ol. 1,668 LT 60 kC. P WATER MAIN CL. 150 1152 L.F FIRE HYDRANT ASSEMBLIES, �4 LIS EA. 8' TAPPING SLEEVE ANP,VALVE 6" TAPPING SLEEVE AND VALVE 8 v .61r VALVE ET 6- 4�,=- VALVE -3 EA. BOX 6" REDUCER I EA. Im WATER SERVICE ASSEMBLIES 74 i -.EA. WATER SERVICE METf_RS Z CONTKACTOR _L ASSLIME 50teAND �-OMPI r& of OA 8. AOREE5 r14A T HE S HA I VA.15. F� 7 4 .7 4 (Fri GOA . 5 . CTION r wO TYPICAL SE CLUo1jV6 SAFETY OF ALL FER50A6 AND AROR.697y, m. 4 r ?4� FOR /05 SITE CONDMON5 DURIA15 rg,6 COUR55 OF CQ 8TRUCrION OF 77416 9[4,Z A$";; A EC4"% A%jAlNS , , "I � -�To, BE'UtTALtaD A,CCORbIN&1c THF`- 4LL F ­A THE L AWS 0 N 4 TER DISTRICT4 ;*W-v&0,V*rfA WA NDIKE A7ENUE—STA.0+47.86TO STA. 5 + 41. 02 TYPICAL 5 ECTI PEOUIREAAENT SH.4L 4 APPI-Y CoA1r1A1Uo4151_Y 4AI0 #oT BE LIMIr 0 TO AIOR041-, _ro'HaE ON JOB-SITE C_oPY'_or 1974 STANDARD SKCS AT ALL TIMES, PLACE —57A.2+90.56 TO STA.4 � 14.59 STA. 7 + 0 2.14 TO STA.8+0 WOAK/Ala ROURO 04D TgAT T14E C0AIT1?4CT01? 51-14LI D46F5AID IN06UNIf YI&ID A01b PEACE PLACE 2.60 4 t 41�V, o, VOWMA 49,Ap S�;#Al STA. 0 + 48.54 TO 3TA. 1+ 74.59 J�, CTOR-TO.NOT-IFY WATER.LWSTRICT UIt OR MO 'PROSPECT PLACE 2k ;j", ��JWJJSUUCflo _I ks LIARD PLACE 57A. I + QO. 00 7Q STA,,2,+O Q.44 TYE OWAIEP) EN61NEER, AND CITY OF COSTA 4,f55.4 11JRbfL5$5 FROM diVY 4411D, LL ON -714-�n4-5398), k /OA/ WIT4-1 rAIE PERFORAMAICr OF WORK i 4*'wALL- P1,4i- M�* AND ENGI*tiMiNG, D*PO LIABILITY REAL OR 4LLEDOED 1AICONAIECT -INSPECTION SIT -,Ulu 1% MADE PRIOA,� 'tNERAL 114NA E ON T#15 PROJECT, EXCE PT/Ne FOR L14,51LITY AR151mor rwom me, sn(-& tvm41q&vce - -0 S I GNATURE 4so -.WND Ioi'IM ZE PO �Tr_oD AT THE COHPLEiION OF, rj'Q.JkCT Qv -Il' ao 4OF THE 40WAIEI?l THE ENCWIVEER OA TNE,.0rY OF COSM 15,4 v AiR. w�u BE HEU FOR'ONE YEAR. 1!141 1 6 ON AR Bit /0 'log ?o UNDERGROUND 57RUCTURES ITU � - , I- -A ORIZONTAL, 31 NCRTICAL. .2.0eAToz-fe VAK 03 A, ALL 11AIDEAdROUND UTILITZ65 0/? 5TRUCTURE5 XSPORrCD� aY rW OWNER OR 07144ER3 ri-i':66ERVWE IA-MRAtS "SHALL, BE SEt TO ORA*`--ty r4i6ftl" THEI,�,'­-,',',,�' A/ '4140 T14054E '5HOWIV ON TH& 1?ECOJR05 eX`A/d/A146D,L' e W'DIC ;reD WIT 7H USTALLAriorr,'w'VATER METERS. AND Bon$,, APPROX/bUrE LOCATIONS AND EXTENT _4NSTALL BAI=FLOW PEVIC4 A$ PZA SHALL'IWE 3#6":141NIMW QoVFjt_'TO­ Im;tAm, wall - rIlAr. 1mpqovemE*Ts 2 OLUTION #all. 91;-, ALL-WATER MALKS 1901 IrHE OWNEA j5 Y ACC EFrINC7 rAIC PL 4A15 OR PAOCEEDIAIC7 p RAISEAU EXISTING GATE VALVES To_GRADt It (D , 41, x -TYPICAL SECTION #0UX5U4A1T r/./&AEro 46REE5 rO A59LIME L1413IL17Y XAID 70 POLD UND69516AIE0 f 1j A 151 EASEMENT WILL BE GRANTED TO- At c- - W.DI. FOR ALL, NON DEDIi:AtED STREETS ZA197- CZ/,fa, G4/.rrff4 2F P.4 V&"ZA(,r FiROM rg5 EXICTEAIC,6 0 HARMLESS FOR 4A1Y DAIW4696 RECULTIAIC7 ZINDEfl6A04IND FOR MAINTENANCE PURPOSES OF WATER XAINS,,AND FIUT�(DRANTS*. - 6A150 NOT At IC TE 124 INSTALL FIRE HYDRANTS AS PER 4� 3rD. DWG. I BEAR STREET _VrILITZ55 OR 5TjRUCrURE5 1110TR6PORTED 70 THE UAIDER51 I D .4 0 TYPICAL SECTION 'S w/rH m4r,8,aposTED 13,;� ALL WArZR MAINS WILL BE TESTED AT 225 P.Z1. FOR FOUR HOURS. 57A. 1+ 12.87 TO ON T14E P448LIC RECOAD5 eXAMIAIED, LOC,4TEDAT MR1.41VC4 Z 14'_ RAISE ALL EXISTINZ VALVES STA. 4 +10. 00 TO GRADE, _Y Q KQN 6YLXUL 'OR 51-IOWAI ON RECORD5 EX4WINE0. PREPARED IN THE OFFICE OF CO STA MESA SANITARY D157RICT MESA CONSOLIDATED WATER DISTRICT 11HE CONTRACTOR 15 REQUIREO TO WE DUE PRECWT10AIARY WASUR65 rO 1965 PLACENTIA AVE. �61?o-rEcT T14e unt-mes oA 57,RucTuRE5 5HowAt .4ND 4,my ory5R urlUrles -JAMES J. BRENNAN CONSULTING CIVIL ENGINEERS COSTA MESA, CALIF 92627 (714) 631-1200 YE CITE. OR OrRUCTURE5 FOUND AT T III SOUTH ORANGE STREET IT 514ALL 56 TYE CONTRAcrolR_4 AE5PON51431LIT Vff OWA/EsR5 0,P ORANGE CALIFORNIA 92666 APPROVED BY! APPROVED BY; Y rO NOTIFY T1 I W 0 7-He UTILIT/E5 OR 5TRUCTURE5 CONCERNED 6,EF01?,ff 57A,6 AIC7 AN" PHONE: 714 997-2540 211 z *7) ONALD E. STEVENS DISTRICT DATE KARL KEMP _AS.St GENERAL MANAGER DATE �z gowl, ENGINEER -,P' Dote oOr jorneeI d. orennan R. C. Ll?'2080 I DAW_ CONTRACtOR DESIGNED BY: DATE CHECKED BY: DATE R EV I S 10 N S R E F E RE N C ES STREET, SEWER AND WATER PLANS SHEET NO. DATE DESCRIPTION APP. DRAWN BY: CHECKED BY: FIELD BOOK PAGE BENCH MARK NO. 163 REFERENCE P�ANS _TE�COMMENDED, BY.. RIGHT OF WAY ACQUIRED; ­FOR ELEVATION 36.33 NOTE TO CONTRACTOR, SEE SHT. DESCRIPTION CITY OF COSTA STANDARD DRAWING NO. 301, 302,303,401,4020 6 'SHEETS TRACT N 0. 10 513 WORK STARTEDs MESA BENCH MARK 403, 406,bO3, 507, 603 ANT CITY ENGINEER RIGHT OF WAY AGENT CHISELED 'W CENTER WORK ACCEPTEDs NUMBER INSPECTE -4Q- ==4 CURB RETURN NORTH- APPROVED BY: I , I I '-' - I i D BY, 1 *3v WEST CORNER BRISTOL .,CITY OF COSTA MESA AND PAULARINO. CITY ENGINEER DATE DEPARTMENT OF ENGINEERING SERVICES A