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S-67-7.1" p�✓ i _ _ a - - - 6. 0 - gr - -- -gaol PLAN AND PROFILE FOR STREET I M P 12OVEMENT S 7PACT No (o584 zN0PLx MAP _ 1N THE CITY OF COSTA MESA fi' C1 50 100 'l,00 b✓air - ucc /°E-S - ry /.�. I I Ir I - 1 44, Q 1 2487: Qv P' 4 LE G E N Q 5 p, CITY ENGINEER OF COSTA L1ESA -O- e; V C P 4 MANHOLE �J\ �� 9 .4,r -pQ- Co" G V. E NA MAIN t� LL�rgks To %/c L'o.vsr " 0- FIRE H` DQANT BEd ws� O/�EYivo Cvev - o ! 2 - C L = h - n��"`�'� - -- BLOC✓ IYGICL �P• (0 9 aPP¢tyvEU _ �C J -DATE M.a.uA4E1L+ COSTA MES.+i COUNTY AT 7Y. DtST21GT 0 2y 2 0 r Z 21 ,9r �1 O APP1taVED: �Ll 43, COSTA MESA SAWITA2Y DISTZICT � Q L� i ti Enp :Heel' 22 L A Ki 14%1 0121 /)= EXISTING STO =zM DRAIN COaS, ST02M E,r MLN INLET ® ® 8• INL=LT ST RI- ICTUfLL 0 ST e., SSE SHL6 -T N!! 2 F02.� \ \ \�� / / ^\ \ \ G "wA"rc¢MAIN Co" WATEQ Ms+.IN JOW Iil�. ' DE.TAILS ' 8.. v. c.c s.. V.C.P, •� f?C. C. � ` o� / / J', /a' \\ 6 �`3S F' Q &;a,& �' G N 1.. N O T E$ \ ig 1. ALL WORIG SHALL CONF02M TO THE CITY OF COSTA MESA STANDA2.DS Q. gyg1. LrJT >7 v / �. D¢� SCE AND SHALL MEET THE APP>ZOVAL- OF THE CITY ENGIIJEE2. v ��, Pyt� p8•`� S \ 2, ALL STP_EET STATIONS REFER TO THE CENTER. LINE OF THE ST1?EET. 9 10 11 12 13 14 15 16 17 18 ALL WATER LI"IES, FITTINGS, F12E NYD2ANTS AND CTATE VALVES SHALL `� co y2/ 3 SEE fSS(EET�`9 (� \ Q y / • a , COMPLY TO THE COSTA MESA COUNTY WATEQ DISTZICT STAN`DA2D SPECIFICATIONS .O/eA /,!/��w \ 4. ALL SEWER C0Wl;TI2-UCTION SHALL C45MPLY WITHH THE COSTA 1✓1ESA DISTiZICT STAQr;l6,QpS. CON65T NOTES 6 QUANTITY ESTIMATES EXCAVATION 5400 G.Y. 2Xa r1.1'J o �j. IF DR{VEWAY DEf>2ESSIONS ARE MADE, Df21VE4VAY APPROACHES I A.C. WITI -\ 5EAL GOAT 37,458 S.F. \\ `� ? WILL $E CONSIDETLED A PART OF THIS ELAN AND SHALL FE COUST2UCTED 2 A.F3.WMA PR \ME COAT 37, 4°�a 5.G• 2l H' \�� C l0 +`•' � wE>� L O � f.� PE1Z DETAIL ON T4-11S SHEET, � CITY OF COSTA MESA ST/% pLAA.I Al° II >r 12, -- -u 3 Co" CuQF3 EGU T TEQ. 1,88lp L.F. �-Pfzop.SE 1 gCo 1 v \ 4 Co- CuUa ONLY T 9 L.V. 1 v2 G ��/ 6. ® D1 =MOTES TO INSTALL STREET NAME SIGNS PE12 STANDAS2D \ DUACJT VrY INCLUDES 51PEWALV- oN CLUVI 5 51 DE WALL 7,3 1 0 S.F E FIST. µ H ' to +l�i.43 ORNAT MOUSE o¢IVE 6 Co" DQIVE APPQOAC>_IE5 1,8T 2 5.F # �� � PLAN N_ 17. T X-- GUTTE¢ CINCLUMN.6 A.P5.) 70 95•F a�° Ip 8 CUQf3 6 6UTTF-2 PFMOVAL 20 0 L.F, q �/ (C % DENOTES TO It.15TALL STREET LIGrHTS. 9 TIMP�E2 GUAQD IZAIL 35 L.F. / ,P 8. AFTEE- PLANT MIX SURFACING PA BEE1J OPENED TO TeAFFIC F02 A PEV-DD 1 IZEDWOOD HE.AIDE¢ A 0 L-.F 1r' ��/ a�`� OF NOT LESS THAN POU1Z (4) WEEKS, A SEAL COAT C6WGISTI MC, OF JI STORM DtZAOA INLET STQLICT. I EA• �N �O V' V (ij N y v a ASPHALT EMULSIr>W SHALL bF AP?LIED• 5T. LIGHTS 5E.A. \� Y/ y�, p A t !/ fir Pq / �� of PAVING AND EASE SECTIOLI LISTED IN THE QUANTITY ESTIMATE ARE 940+ 390L.F if anti FOE- 131DDINGr PU1?POSES ONLY ANDARE. SUBJECT TO 2EVISION UPON la I-1 OUSE LATERALS ` "I c.R 4 9 L.F. 0 a y�wG 36"i 5 MANHOLES 5+ t EA. ��, OQa° / O'- 1?ECEIPT OF SOILS TESTS. o M2 UP MANHOLF -5 1 EA. c 10. ALL SEWER. MANHOLES, F -MAMES AHD COVERS SHALL FEE LEFT O.SF•T- V o `per 8EL04V FINISHED CstZADE.. THE SEW E.2 COI"1TIZACTDR. SHALL RAISE THE 11 to "A.G• WATE¢ 1,040 L.F. \ %. � <'S et . MAPWOLE F-ZAMSS To FINISHED CTIZADE AFTER SUl?.FACING 1S COMPLI- I- g 6'" GATE VALVE 2 CA. ��t`I OT1=or 19 Co' PLUG I EA' PULLgo+c', � 11. ALL UNDFAC.zEOUND VWOQIL SHALL 13E COMPLETED PP-107- To THE PAVING ?A F1QE N CDP1aNT �. A55EMP�LIES 3 EA, 1` �P THE CarSr�scrosz- Is cbu lo��v z tisT I l" COPPEQ F- IOU•SE SERVICES 2 CoEA. puLL. E,ox; 3.Sxs.o' ul- +nse_�izoul -aa R>� V-- ss.r-ln -ra�>=- PHOI.+� aucTS OF THE STREET. i -•.rST tN - T'1 -+£- PACK "'.wsY OD7SC8A77 To THE. PL1LL- ISecE.5 SI -{c>W F-=. P gpo213 L- xC4vsTING I7.A T�IIS SAW "CuT k.lZP- VLACE: PAVII.IG T`s L•F \ �, ARB� HE s�ouun co T.acT sour�lEVa ELI =o>tilA 12. CUR$ DATA 1ZEFEQS TG THE FACE OF-THE CU2F�, �� jZ Ev {soi -+ COI..t PANy A NO SCALE oDWIv p>z�w 30� L.F a� PAC-t FrG T Y P I CAL. C ROSS GUTT F.P. ?T 0 TE LEP NOI.tE COM PAI . FIVE HYDRANTS To EE INSTALLED SHOWN THUS • )E - l- �l o ©BLOC IC WALL 415 L. F• \ m 14 CLAY PIPE JOINT COMPOUND SHALL BE ='CPI -2 °, 'TC -Coo" MECHANICAL ®STREET T2E-ES 46n EA. pETAI L �A" alp .� CoMP1ZESSION .701WTS SHALL E.E. WEDGE-LOCIG, SPEED SEAL, MAIN LIME ®6 "TAPPIN6 VALVE�fWET TAP I EA. SCALE I" Z4D' \'m r OE APP20VED EQUAL. IN NO CASE WILL TOIMTIWG MATEZIAL USIM& a ) NEAT POZ7L -AND CEMEWT MOIZ.TAP- OZ GROLIT 6E- PERMITTED. Ex p,ClN S1oN SOl NTS / �- m ti t /5. STPEET TQEES /Y /LL C��E i°LIJC/TEO /!/ ACCOE�OA�CE ld' /T// Ti5/E /%EQ!/ /eE.f6�E!/TS m OF Ti/E ST!'EET PaPE.t'lf/TE[/p E f/T fp I� FP III S EWER S * ii P RIVAT E ENC�INEBR•S NOTICE TO CONTRACTOR. 4' Ill W 5 ST. L14HT 1 4 3 PUBLIC UTILITY EASEkIGMT g' , II-tE EXISTENCE AND LOCATION OF ANY UNDE- 2GIZOLIND UTILITIES 02 STEllCTUQES Ste' SLIOWNONTHESE- PLANS AYE OBTAINED EYA SEARCH DFT116 AVAILABLE F-EC07-OS A1.1D 8 "TN=GKNESS - _O 70 T"E BEST OF- OUV- k: IVLF_DG5- TUE2EAIZS NO EXl5TIWr -T UTILITIES EwCEPT - I{ FOR QEINFOPCINCs STEELSEE Q P2�PE¢TY L IE < Sri EwAt.te n , 44 SWOW kt-0M THESE PLANS,.. THE COMTIZACTOZ IS v- SQUIRED TO TA14E DUE: t TYPICALSECTION DETAIL- �j' - 0 ^ ' S 20 20' '� � PRECAUTIONARY MEASUeES TO PROTECT THE UTILITY LINES SHOWN AND ANY (05' Ltd I 0714ER LINES NOTOF F-F -COED CIZ NOT SWOWM ON T1aESE 'DZ4* /INGS - F•N. I _ 4'P-G.e. SIDEWALK - l Cu¢e5 FACE COwTZAC7olL SHALL 013TA1N AND HAVE AVAILABLE ON SOP6 SITE CDPIES OF V4 "TO I' 2 "A.Q. PAV EM ELT 4-;P.0 C.S,aEl�/6.l..IG (MIU)j APVLIGAgLF STANDAE.DS sWOwN oN PLAIJS AND St= FAMILIAR. WITH I /gam a ( PL 4N TIJEIZ. CONSTRUCTION. i ` �- t= xr�<.N51or.1.7oINTS � pl IIN����l�l ll�jp��je =; - TYPE " D" CURE AND GUTTER t 4' 4' I 6, GG2. FSb.SE.,�SEE SOILS ANALYSIS) 4 "M=N. I/ a PL. A N y sT STPdCTUegL SEeT /ov 7b QE 2 I co' 2' C /rY of Corry M�s'9 .0.W- /3,Z 8" oErEeiN /vF,O .Z v. N! LOE/3s v' /.t/ CE,t/T.e? C!/P9 AZ-A vE�z1-vy coar ri eY ccaa o2ivE. m E.c.EV. 5U- // Af c�pe� NO 8 °p02TLAN9 CEMENT COSJCet =TE CUQP� G "A.6. UNDER C20SSGCITTEY -. TYPICAL, ECTION 4 -A4't .&V-S, 4' LONG, 12" FYOM E.4c1{ EDGE., FROM T LTV A.T I OIN1 3," FROM BOTTOM IW EACH END. USE" SMOOTH SAYS, GREASE. 02 WP-AP Ow E END OF • D 1Z 1 EW AY D E T A I I- ~ EACU 13t+¢. NO SCALE TR ACT N! 6384 I CITY OF COSTA MESA SN G. L r 1 0;!- 3 S;4 E.G"T S �� -3 \ c rn4 , f JUN 26.1967 ML AI 4 i 1 7 V 1 \/ P� -,,. -- -- -- -__ _ .. J%G VA 1 %• '% . K Ac-%� 1 f 0 1 IJ 1 a