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S-62-13.1-13.5IMPROVEMENT PLANTS i.. D-3 9t000 C0UTrj1L UTAAINEL r - -:- ® GENERAL NOTES 2 .. ))EEM. 'a ORTH I. STATIONING REFERS TO CENTERLINE OF STREETS. - Ij w o- - 2. CURT, DATA REFERS TO FACE OF CORM. - !' 2 3 THE ISATIS FACE ON OFL C.O UTY EN GINEERNDAIZDS OF THE CITY OF COSTA MESA AND SHALL ME COMPLETED TO I!, ` i4 EMPOTiARY D RAINAGE CWIl WNEL- 4. THE WATER DISTRIR UTICN SYSTEM SHALL CONFORM 70 THE STANDARDS Q SPECIFlGA710NS OF THE COSTA MESA COUNTY LUATER DISTRICT r Qi4G IMnROVEMENT PLANS 5. THE 5ANITARY SEIVER SYSTEM 5HALL r E INSTALLED TO CONFORM TO THE COSTA MESA 5ANITARY DISTRICT 5TANDARDS. 615LEI�_AYEAIUE -_ I N THE CITY OF G05TA MESA , GALI FO R N i A . c _ 6. NHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SFJALL t;0 CONSTR UGTED TO THE ----- PROPERTY LINE PER CITY OF COSTA ME54 STANDARDS N' II AND N" 12. IW TR. NY 4355 TR W'435% - 7. AFTER ASPHALT CONCRETE HAS BEEN OPEN TO TRAFFIC FOR NOT LESS THAN FOUR (4) 1VEEVE, A SEAL COAT CONSISTING i m OF AN ASPHALTIC EMULSION 5HALL RE APPLIED. o d ALL UNDERGROUND WORK SHALL R,E COMPLETED PRtOR TO PAVING. 0 1 - 0. STREET NAME SIGNS TO BE INSTALLED ( STANDARD PLAIN I'I� ARE SHOWN THUS'• LTA mi r o 10. STREET LIGHTS TO P.,E INSTALLED ARE SHOIVN THUS 2500 LUMEN j,` 4000 LUMEN ____ HALL, HAYNE'5 A550G. 219_E._1- 71W5_T. 5ANJ_T_A AKJA _ _ _ _ J 31 _ 11. FIRE HYDRANTS TO ME INSTALLED ARE SHOIUN THUS�C+ AND ARE r0 RE CONSTRUCTED TO C.M.C.IVD• STpNDARgS ANA SOECIFiCATlONS. C O }-- - - - - -- - - -- -- 'C - 12. WATER SERVICES SHALL RE INSTALLED PER COSTA MESA COUNTY \VATER DISTRICT CIRCULATORY LETTER OF JUNE 3CI 10160, TO EACH LOT. LI' ' �i' .y,l 2 BELFAST AVE. 13 SEIVER SYSTEM: �' cjjl7rr !� - °) 6" U.C.P. HOU5E CONNECTIONS SHALL RE CONSTRUCTED FROM THE SEIVER MAIN TO THE PROP. LINE FOR EACH LOT. C., i r . i' ;c ti) THE DEVELOPER .5HALL FURNISH THE SEWER CONTRACTOR WITH A PLOT PLAN IUUICATINC> TU.E RECOMMENDED II ;d LOC \TION OF THE HOUSE CONNECTION PRIOR TO SE\UER MAIN CONSTRUCTION- •J �C C) ALL SEWER HOUSE CONNEGTIONS SHALL ME PLACED PRIOR TO PAVING. (� d) ALL SEWER MANHOLE FRAMES AND COVERS SHALL fiE LEFT 6" I3ELOIV FINISHED GRADE. "J e� THE SEINER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISHED GRADE AFTER THE STREET SURFACING IS FINISHED. 'I ..•G RAKER AVENUE 14. SEWER cTATIONING ON THESE PLANS REFERS TOTHE CENTERLINE OF STREET. - -_ 15. ANY IRRIGATION FAGIL.I71E5 WITHIN THE LIMITS OF CONSTRUCTION INDICATED fSY THESE PLANS 511'ALL'NOT F3E ALTERED OR REMOVED IVITHOUT OBTAINING PERMISSION OF ALLPERSONS HAVING ANY INTEREST IN SAID LINES. 16. CLAY PIPE JOINT COMPOUND SHALL FSE CPI -2 , JC•60. MECHANICAL COMPRESSION JOINTS SHALL FIE "WEDGE -LOGW1 "SPEED -SEAL MLUNLINE ", OR APPROVED EQUAL. IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT, MORTAR OR GROUT ME PERMITTED. LOGL�TION ��� t7. SEE OC.H.O. ST'D PLAN 106 FO2 ELEVATIoN CONT(ZOL POINTS AT ICNUGILLES. I& CONTRACTOR IS TO EXPOSE AND VE21FY \VITH ENGINEER ELEVATIONS OF ALL EXISTING SEWERS AMP ST02M ORAINS R�EFORE LAYING ANY PIPE SHOWN ON THESE PLANS THAT CONNECTS TO ANY EXISTING 13EVE12 OR STORM DRAIN. SCALE to n 1000' 19. CONTRACTOR TO TAIGE OUT ALL NEC ESSARV PERMITS 20. GAS MAINS TO RE LOCATED ON SOUTW AND WEST SIDES OF STREET b' OFF 4 INTO STREET R.O.W PRIVATE ENGluF-E -RS lIjoncE TO COMMACToa � RESPONS tSLE FIOR LO ATINGE ALL LINESI AFFECTING TH EF VOQt4 AND I FC>R HE PROTEC ION OF ORODAMAGE To LINEC. SEE SH, g $ 9 TR. 4'b56 STREET. IMPROVEMENT PLANS. - - - -- - -- GISLER AVENUE _ _ CONSTRUCT ION NOTES AND ESTIMATED GUAM T 'TIES • T Exrs TitiG v.T s r. __.__ _ _ __ -- EXISTING 3V TIIUNK SE WF_[I r ....._ -- -_ _. ... _..._.._ -_ ._.._.. __ -_ __ .... _ _ -- _.__. -- „ " -. _ 1 _1. _ t. _..I _ . _.. .._. ._. ..- _.. - _.... __. _ _ _____ -___- I CONSTRUCT 2" A.C. PAVING OVER 4 AGGREGATE rSASE -. -.. N I T, 14 15 Ib 17 16 19 20 III 24 25 1 26 27 28 49 50 I 51 I 52 53 i�l 54 55 56 a a I I I Q2 CONSTRUCT STANDARDTYPE'b" CURFlz, AND CUTTER - -- - -- -- - -- - - -- ,364 L-F' 6 v I� toe I I III 21 ! 22 I 23 / - �\ , I'I CONSTRUCT STANDARD 6'• C.URf30NLY ___ - - ---- -- -511 L. F. i II / f I:I 42 _ Y- I I a Q ® CONSTRUCT "STANDARD CROSS-GUTTER AND APRONS OVER 6 AGG. RASE (SEE gETAII SN 1)- -2,t6O S.F 2 6 LL m 1 (� ` I -__- 4$ Q5 CONSTRUCT STANDARD 4' z4 "THICI< SIOEIUALIC AND LANDING. - ---- - - 8,0 3 SF , -- -il- 2 u w- .�---- w - - - „ -- SHEET N° 2 __ _ y - -- -...._ w -- _ SEE SIJ +TIs S o "Tq I� I- © CONSTRUCT STANDARD SANITARY SEWER MANHOLE._. __- _.. _� 13 EA "F 4 - -.. - _ ;��, CONSTRUCT STANDARD 8" V.G. SE \VER---- - - - -.- 3576 L.F. •:� IFx I r? a I ; = ` LONOOIJDERRY STREET �V _ ___ g CONSTRUCT 6T4ND4RD b' V.C.P. SE \VER LATERALS. ______._ ___ __..._- __... -. - ___._2.825 L.F. -- GARLt NGFORD STREET - __ -____. - -.. _._ .� -� 1 - -- ._ _ �__ ._._ -. e ® i' -.r } =__I E� � q CONSTRUCT !o" IVATER MAIN, (ASBESTOS CEMENT CLASS MO)_ -- __ ____I�010 L.F. C e N j -i _ -_� 30141 19 77 1 51 % __ 0 � UJ _. -__ -- CONSTRUCT Io" C >ATE VALVES 2 EA. tr 1. j{ �-�J - U CONSTRUGT 8" IVATER MAIN, (ASCIESCOS CEMENT CLASS. O) -_ _ __ 10 L.F. ^.. + %r+ w > - - i - -_ - - ...._._ 92 EA. e I 31 146 19 76 58 z eousraUGT STANDARD u0u6E sERV1GES__ J ! I a. 4. - '.. r 4 } C•Y IA" c -c. Q CONSTRUGT STANDARD 4TREET ;LGNS. ® - - - -- ._._ -- ------ 1 - - - -- --- -- - -_ 8' EA. , O 13 12 n to 9 8 T 6 S 4 3 2 I I I - _._ - -- - - -- -- -�4 -- - a. GJ i I j I 4 CONSTRUCT 6TANDA RD :1 RE HYDRANTS, TYPE A ". O+ - - -_._ --- _ ___. .- _ _ __- ____..5 EA. 32 ' 45 Igo 75 59 l CONSTRUCT STANDARD GUARD PANEL IG CONSTRUCT 5TAAIDARD TYPE IV(.2R RF_FLECTOR 8 LLJ I � I EA. NOTE: NO CONNECTIOt1 5HALL BE MADE 33! 44 BI 74 n CONSTRUCT STANDARD 16 CATCH %ASHY (O.C.H D. STD. PLAN 302)_- _. -- - -' -__I EA. 1 TO THIS UNE WITHOUT A SATISFACTORY - Q V Q N 60 CONSTRUCT STANDARD te' CATCH R,AStu COL-14D. STD. PLAN 302)___ _... _ ..._.___ _...._...__.._I EA. ul ARRANUEMENT WITH SCHOOL NORTH F, ___ Z:, -- J ol,�- 2, "Yp ,A -- -34 4 -- W' -- - -- -73 I 61 O 19 CONSTRUCT 0 "GATE�pLVE __.- --__ -- - - -- -.. _..__ ._ -- -_ -- - ----- -- -, -4 EA. W d N - - - --- '1 82 al CONSTRUCT Z7" 4 R.G.P. STORM DRAItJ , 1500 D__- 2 � - -__ - 21 CONSTRUCT 39" 4 R.C.P. STORM F)RAIN•, 1500 D _-_- -- ---- - -.... __ -- -- _ 16'3 L.F _ Z 3 -- - -- W b"PCLr/ U� CONSTRUCT 16" 4 R.C.P. STORM DRAW 1500-D. 85 L.F INDEX MAP a' I -- 83 IW�_ -- 12 JN I i C'/ Wil!iT2UCT 2" A.C. OVER. -NATIVE f;4SE__.. -_.. .._. _ - __-- .--- - -- ---- ---_--- -_ -3(�4 S. F. F -- - - - -- 42 - SCALE I'�100' G 35 I y lu C C045T2UC:T HNTR`f STRUCTURE (SEE Z EA. 72 N m' G " >:.. i "CLEOR. MIN. EACB IVAV. 25 CONSTRUCT STREET LIGHTS 2500 LUMEN m C - --- __._._ II E4. r,. W - "'(0141 - Q 71 C 63 I 26 CON�.TRUGT STREET LIGHTS 4000 LUMEN ♦. Q N _ W FOR EtEV. sEE SH.2 ANn S. z 37 - -- o _ a i= xcaYatlonZlL4oOS'O5. li 40 85 70 - ti J ( , -- TYPICAL PIPE ENTRY DETAIL r t y J 38 39 69 NO SCALE J 65 C.��L�"`�" �l T,�C_--- - --- } I „•. �_ - .__.__._. ,,,_ -- e• r(�rs c 4 I!2" � BARS 4' LONG 12" FROM EACH EDGE , 24" C -C , ST1(L ET H END USE SMOOTH 0.4RS, 3 FROM NOTMM, IN EACH to Z ♦ Il STONEFIELD 8'vcP GREASE ORIVRAPONE FUD OF EACH FtAR . APPROVED' JAUc N. HALL R.G.E 9165 - "ALL,HAYNES G ASSOC.. DOTE: 00 r - - �I , IC 4 TH KP.Ct -���" A. C P A AND SEAL CAT R SIDEWAL[ 4 AGG. BPSE- 4 S.C.25o PRIME cob T. TYPE "D" GONG. COMF6INATION CURB 2 DOTTER T TYPICAL STREET SEC' � NO SCALE r' 1 4• TAIC14 P.C.C. SIDEWALK Q G "ACC BPSE qtr APPROVED° CITY-EAiG i.IEER,CITY OF COSTA MESA. DATE/Ct 1 9z ' 91 4 4 I -- to APPROVED MAAGefR -COSTA MESA COUNTY \ VATER DISTRICT 0ATE;_._- .�65'�_ +. F� I i I ? N I I• !Lt.� I ! < {a} GRO_SSGUTTER SEGTIOM L a [ -- w _,-. r.... P NO C,C1aLE� _ d I` APPROVED: ASSIST. SECQCTA7 a COSTA ME5A SANITY OISTRIGT DATE' y /� RFRiCl1 (1,1AC�IL r.ula.FlFn Snumir- (n`. IM rPn,TF.D nc 5EE 5W. I FOR GONSTRUGTtON NOTES. OFCHAMMEL PER. TRACT�43510 -- T2 13ND2Y 3 +23,50 COLLEGE ST. GISLER ''L4 AVENUE - -¢ Ave. Gisler e 33 "trunk 5ewer EX. 33 SEWS X15T. M>W EXIST. IG. - -_- •t ExisfgvPTtT.C,ccndutf ___EX. P.T.i'T CONDUIT COLLEGE STREET = sap 1 GARLINGFORD STREET 1396 3 I 4�� ; ., 1'4fI , H { o O w - I - , -. _. ✓3/f ^ fl _ o _ 9' 3�5 ♦ R -a x42 w O /3 III o° 4 °4742" W 11080 19, 101, ga - o .2 6C .' 1I IZ -03.00, J R =1020.00' if 9e.o' _1 L L• .37 W ;L� � 14113.43' O UI; T- 42.71 V I O 0 1 T• 83 01 9 O 2 k J /_ ,Vo i4 t5 16 �� �! 1 e M 4 9 WIB N 21 I 2 24 /9 3r 3 i -/ e +- sl -sa GARLWGFOR D l 28 000 4.33.39 CATCH BASIN 0 +00 kILLYT3T200kE a a +49.1 A 5-3 e 1 +55.01 COLLEGE rT 4 4770 EXIST. MH V.C. P. EUE........ 60. to C5 1 '211 TACT RUUfDARY. 19 V4W o; Q. r 9 @ U ;nd¢X u GADE TO DRAIN O +UO 6ARLIAGFOfLU O e 9. - - IC "© i \ �. I! I s... _ -- _ -- -- -- --- _ _ to L 2 V 13 - Q, .. I I I ',; , ® I ... 7.OG r T 14.12• �� 0 0:40 °3T IS" I I ( Qi I �• 1 4601. - - 1 -_ -_ - -__ O 13 C R•25.o0' r_____ 0 ',__ ' f 1 - 4o.19 19.82 mo.00 - . -_ - -..- -_ -OI L' 99.54 1 I I 1 •D1 !� J 1 - - 6aoo T bc.00 bo o i - - - -- 0 �' ,.._LO3 it CIV, ..M MI ^ - 4 -4739 TCHSAGIN /7% fo0.00- 4 O U T- 25.28' MIC I I I� 1 - tt 1 I V _ J /�I 1 YAo/ 2Q 20. Q �I O a �'� K IV a Q �` F DI o + I Wlc X13 °I 12 *. e �` 11 j 10 a X 9 % It3 k i 0 \� _ o O { M A 8 7 I 6 W I �� I �a I 1�x 2 I _ , 1 0: 0. 37'1'" - 0 = 4°41'4Z" .. � C♦ • 4 °4-7-42" � �i �i w I I 2. 5 4 3 ! X � _- o GOL E E 6T. 1 C1.I 39.54 �I �. ei 00 �', �= x _! a -i j - a i sI 9 C R - 5.'3 0. J 136 l3 el z a 5 f3 fES i s' G ol� ` r =41.o3 �q r -4z.7r i �' zl yj n 1 f3 155-3 13'f9 � 0:90. 0000" o' Z W J 85.37' R 0 m W Icr T- LS.28' Oil ] O Vl Q - C. R 25:00 mi GQRI_INGFORD ST SEE TO LEFT J o ttl �' a �i 1 a Uil = 39.zr 4 _30 Z� Z U- V Z Uli T= 25.00' t 31 N - - SEE TU RiGHT a � � � Li -- -- + -.{ uj 20' 20' FINISH�AOP77s "'!i °tF NIP b./ LC. EXDC3E E�VERIFY RELATIDAI 1 I 1 24. 2 .5. - L! -20• _ 20' OF PTE :T. CABLE 1 25.33F.L. rn � -� _ M HYDRAULIC d TA 1 1 T3F-kJCW MOIZV- CHKELEC) SOUgRE (o) IN 60:.___ 39 92,C.P. ISOOD 1 CI'30 C.F5. n: 0.013 - CENTER OF KIAV GURN C2ETURN AT INTER- . IS 42CF 15000 5- O,OG4N1 S =0.0044'I�Ci 1 1 $ °.0050 V °6r /5 j SECTION OF GOLLEC�E sTaeeT ANO wATSON I,(tLLY�_R�OIGE LAME 22.87 F.L. - "AVENUE. CITY OF COST& MESA ELEV. 35.42" W4.a.c.e IT*R.c: LIOOFL: ':•:...;. I - -SEE SN -U4 3 PgOFILE OF STORM DRAIN 3`T6R>P. 20.27 F.L. ✓ Q% O I G Tiff N ;w J PLAN 1= 40' Q WOM-L. I" 40 N VERT. I' +4 C14Aw. ,. O I 2 STA 4 +4l GARLINGFORD y 7 3 r 4 `� 6 1 g 9 4 A 3 _ - - -__ 7- -- ___.. -.__- - -- __ - 'k -. -_ h _i. f i - 4 t r : ., ATUR ESL �.7if�1 }ir•S7SI _.. -- ____ -. _: i �.....:. _.._._ :� -�� -t -t -3 ��- .� ,._ -.__ �._�-' _-t ._.. }.___'_ • -_ _.. -r -t � � rte- .� - t- F- :- '-- _-1 --! � � SEE ;W, I FOR GOUG,TRUGTION KIOTEGJ. WARREN LAME kILLY13rZOOKE LANE e5 66 J � ! � - -�— 'r ��`•� �� � Sa40 STOLIEFIELD- , 016 ��6 5TOAIE_F71ELD__ ST. 0 +00 LIMERICK J - p, 107 ° 00' 31" Ali 6, 108 019'I0" 3J6t) 3�5� D -9 °x9' 35" Q /�V JI /� J� - � �', A•90 °o0'.�O" SEE 6o N °_4 O'9o•0000" l.ij = o ti.�„ ., o C R° 62 Or. _ ✓ VII L Ir.9' / �y� (• ` l L 39+00' 3 -_. �; OI _ c _,�' \ % V � T> gl.l p. O T- 03.o?' - - ,� % Ci L =1599'0 - 1 4�(/ (1,, %(\� /3 r2_ V tt 39.21' � Q _ 30 u 7. 39.YT W m, 0 , _ . ^' ''�c`', � 68 .9 C R _bozo' 4 3� d J -1! ill 7i L-113.43' {� L V! C 25 ox' I c Ill p' ___ �a'y 1 29 32 3 X 3 36 a � zo zp w I X T. TR. N- 26.71 J _ t_ h- 7� r a w O Q 31 ! 3 34 35 I "1= e E IS ° _ .._ __ °4 o °9, °s1' oz" o. a m 0 36 3'� V �' �,^� 92 0 TA �� '' mlv Ci' L°42.70 e 2 y -fit. 1 u,v C� N I R- 25.x0' ._ _.�• ! ! %� �j-__-- }- ! L__._ . r L,{ REMOVE ALL EXI�.TI A1G R.ARRICADES _ v,i T _ _ �� +P'�a" _ N .26.65' cc Q O Ln °�� \ '%D F ON 14tLU1(z,[JGOKE tVAR.REAI _ ?Q /�4 " - _ 7 Zo.6r _ O _ _ -'._.. -- .�_. _... _ -. _�.. I bo.o �.. I 0..,` -'- ^Ib y.'..:�� ��,.. J0tN EXIST. b "TRAAlS1TE IVATER LINE 7 IG' d 1 14 ... 60 000 60 CJx' _ _ _00 -26 ! ��; . -__ _____....__ -. .- __ - '. ! ,,. 14 �..... Q 3 fy,0 I I _. O � � _ -- i�t. Ap :Ctv d4 ___77 _ ._._ — ____ o} �� � _ ° +'�v o`' ._ —. ._ _ —_ ._ >� '9 1 _. < —. __ w'I� 8 "eN ti „j" _ °J 'j t`._ f O \. 1 w 69 d y .I ir'!n►� VS2.00 wARf1ENe �, y... I .. d ... i ^..O a., ,..0 - .., IyI C.OUIVAV AUE........ '� a 1 O OI /' ,• '� O b 1 N V�' N . _. �O 'AV E join ex r. 'cvEn:en r a° 6 \' 4V EE T I! , SR ADE TO GRAIN ; �II °= 9", O O O ,ZI I r "47 - N _I SEINER If1 WARREN TO P E O 0 F 5+19.'i 5 ILLFROOD E• O ED L. _ O CONSTRUCTEq rV OTHERS 2 90 Ooo O *00 TOtJE 2-2S.p0 CI, P; o O 2sooW'O V T. 2s.co 'T ]I L -3927 O01 w � 8i At 5TOtJEFIELD ST. 't'r SEE 914. N° 4 'k , ,[ k , GARLINGFORD 5T. SEE 5114. NO 2 C;ENCLI m4rZ14 CHISELED SQUARE CQ) IAl CENTER OF N \V CUR% RETURIU AT tKITF_R- - SECTtOkl OF COLLEGE STC4EET AND NATSOQ 4VEI.IUE, CITY OF COSTA MESA 7--LEO. 35.42' 6? - 8 .-% cm naenlnnn =- It a �, �.•.� ...,- � , „ STOMEFIELD STREET SEE LIMERICK 5 SN Ai4 5 20' AI. $uARON. LAME I - - -- ICILLY(�ROOICE L — _ SEE TO MIGIAT I I SEE 5N. IJo 3 .30'. y7 30'- 0 90 CiOGv'• 1`- 30 30' „__.j d`I o S 90°00.00•-. 1Ln 0-90 °00'00° 1 — L^ R =2500 „ 0_90 °00'00" i R =2S.GG' C. R-2S.00 ;.lo' _ 20' 20' 10' C� U� U I T = S 00' J T = 2S. 00'. p, L� '0' 20 20 V L .39.24' 7 L - b9.2T C VIIIII R= 25.00' i I -� 7 . .]I L =39.21' I I Ci0 T °25.00' = U. T:25.00' w LI v m ^� 1 Q 0 4 +53.39 STOUEFIELD) 0j J I 11 O O 38 's9 c''� ! 1 lu` a6 0 00 IVARREN Lti. 69 N'ec _I__ '`ot `' °" N;-- - - -' -� { ° - - - L. 90.00" �' 1 90.00 2n.13 aP :;> ' 90.00" �... 90 00' w Iyy _ _ _ l9 ti s ♦ _ �� f4�' 10,a °.✓e .Q t I e•' Q N _ e=aK B _ ro _ y V s I o .0' '31 i o ley -30 5 3 I / 5 � 9 010 CI o =90 o ^oG 91 90 00 20' 3tr WiV Ali Lt= 39.27' T= 2500' �• o. �. SEE SN.W °3 — ae ® I O +UO 89 k 8S Y�G 130 � f Y(7 04H �- I 87 A. T� 5 *40.00 ST0Kir=FIEID= I o =eo•oaoa I /_ _ 68 C 0 +00.00 LIMEMCVI �� I l f ° M ) 7I L= 39 'Ll Ulm W yb 1361 �` 1VARREN L.M. SEE 5N. Nt-3 ° SEE 514.'1 FOR COMI;TRUCT101`I KJOTES. Mf% STOMERELT) ST 3Ia.� SEE TO LEFT o =90 °00'00' R-25uo L =39.27 T.?5.00 X111 WIC c w Q Z dp VI !L L ; ', 45.00 O p >._, 0 I r- I 1 (Lqf� YY111 ..... I ........... �/ 10 , F 45.00 i. I 1 to C R = 2S.GG -_._. 60' n: U L =39.2'7 T = 25.00' STOMER ELD 5_T. 3 /aC SEE TO LEFT SHARON LANE 0 =9 °09'3 , R = 100.00 3/33 3/y9 3/s3 �� 7'8019 `�gIS%� o= /lo" w OO .l CI R = bG.uG' L� ry 40 (� 41 42 43 4 44 + 'h 45 46 I X 4-7 nil T - e3 of o 0 I � r•IC C � Y Y J x dL w ' 42 15 9. 4 J 1 0.00 I 60.00- I 60.00" - 't. • 60.001 ( I,I `-✓ 60.00 ` 60.00' I 39 .IT Q�14.i9��_ .�.-- O O b. F' O my 25 b v lip Q b CF 6. + ' Q O' 1 '. ti � • ryq. y 1 y 0 5b.00' � 60.00' 58.00' 60.00" 60.00' 58. W' I 6400- L5.00 _ -_ I I i ^6 �..; ^� IQs! I hey \ O. -- a� 1 8S 84 I X 83 82 SI 1 80 I 179 1 '78 3/30 3136( 3)38' 31 tl a. 315 6 31S0 3 /,s�/ a a c5o•c..� c, R =2500' 0 L = 39.27' ' 3 /58 I I3EAMCI-1 MAD2V . cwISELEO 4outme (a) w CEUTER of K1 %Q CLMN RETURN 4T IAITER- 6ECTIOhI OF COLLEGE STREET &WD U1PTS0[l AVEAIUE .CITY OF COSTA MESL1 ELEV 35.42' �� I= LONDONDERRY ST -- SEE $W KIP B V �\f M Mond M U, r7EE Su.1 FOR COA1tiTRUGTION NOTES. p STOEESU�Eid°� ST LAME LONDONDERRY STREET LIMERICK i - � CHANNEL PER reACT 4356 V11 -. G /SLE2 ® _ AVE L-O W DOM E RRY ST. EX. 33" SEWE2�, SEE TO RIGHT /'� /� "� /p0 6 EX. PT. ET. CABLE2 i I� Q - - - ✓��� __.__.!oq_.. _..__ l/\`.4 G_ Oe•o'lo�� `I G=9•o9'i5 "� -- -- ' - -- 3/3 3l�/ 3/ p:90 °o0•ar'. /1/99 q '/� G-90 °x0001; - -. _ D �,� L =a1,ov C•( a-1co.00' y - Qal0.U0 LOIJiiOAIDERRY 5T.- �'I R =28.00' ✓ ac/ ✓ %SV / !�' ✓/7 R=25 oG' 'V �'I`- 3 __.. V va T= 83.e7' L =15A9 �1 -- I L-- 89.2,' \ 3I3.3� r° is .0o' M -_ Y- •�-.! �3�� /� SO I Q ��� , i 8.or �� ��ia2 >� ,. ...58"8'.00 LIMERICK. LANE A2� ; T- 25 00 -�� I 99 ^ Xo C I \\ ; 61 m 52\ S3 & 54 lj ! 1A 64 5�O w; °o b9 10 71 i X72 %73 74 75 �i 76 x 77 �� I I C'd CAT i+i; -- rt 49 A z, w;° 23SOO ASi r I- - -;v 0400 LOKlDWJDERRY ST= - 3 28.er is �q �`:I ��' ! X O'i 60.0 58. _ I `) _. fap.OG' _!.___.- _45.00' - ,^✓ o• c.o 00 1 { -- % +94.00 SH4R0Ai LANE �° �r a T ! 6� �d -. _ _ _ _ -_ 1 a ayv�tl 50.00' ti'y LC` ` • T 5 G= `� CC) n to N ' e b fS 46e O K 9 \` 2'CF __. - __- 3G4 ' Q d� :. -.,. G 0. ' 90 -00.. 0 67 b --�- - - -. - -. - -. - - - - + -�O I / 3' 900.. 5 /u,• ,I� �± L- a 39.IT' -j -6-C. oo' ca o.00 O t F,o. ,c• _ 6 V +23 4- G1 \ \ � I _ L�4Gu 1 Q 12 .25 ATCH BAS11� J - 4,- + `YJ _Oy �J7 0 L 0 f 1- ! a 4 a' ao _ 0 N I- O +OO LIMERICK LU z.3o 'V M 0. 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