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S-56-4.1-4.10i 414 „ 7P 7 rtNA...._ _ 7'- 0" - Mt I I I �..Y51 I i II Ii I I II ip LJ L L L L L ''M /' • W -V POSTS, 549., 0.3, REDWOOD OR SALT- TREATED 9 -9. OOUSLA9 FIR X E•Y� &I STANDARD CUARD PANEL NOTE /• &/&o d /-&Y Rho# be pointed pre standard sorrets avnd highway spe�ci *COtianr 2. Two Ref/ector P /oM h s irho// be attached, Type W-Z /R as odopNd by the Stot! Div /r /an of Ni9hw0y'r IN Qodiul '3/4' Rodiu# .. Sle' Radiur 514' Rodlui - PORTLAND CEMENT CONCRETE o TOP OP PAVEMERT .•�j • • PAVEMENT ....TOP OF PAY • . ltodiva PORTLAND CCM[NT CONCRETE u' SECTION SECTION TYPE "C" CURS t CUTTER TYPE "D" CURB 1 CUTTER 1e'0t2o' _�_ /S'*t JO Raey� I 5T i /a` I 2ti ' CAARG6E 60LT4 I FLOW LINE ., \;•CURE FACE _- PC.C. E' TRICK .. ... - -. '. {' 0S 0,w GR E 9 0•sTE 1 o0N 4 /N M REA.KP N rlvo. USf 5Mborly ONe FVP CV N 0-4e. . S T A M D A R D CROSS CUTTER 5' PORTLAND CEMENT CONCRETt d ood vg? • •o a; • Ff X•6Ut/E.e Of7A /L 5 . " • G' UNTREATED ROCK (SE�CTOM AST !Sf4. CROSS SUTTER�` , BENCH MARK Orarle Coast Co/%ge Bench MOrk(Oronge County Dotum)used - Spike in t Telephone pole at Southeast intersection of /3 h' and 0 'Streets(Fair view Pd) Elevation = 65.25 = 0.09 "be /ow County 5anilation District Bench Mark Datum. IMPROVEMENT PLANS TRACT 0 2727' COSTA MESA, CALIFORNIA fNSIMfR :,a't `!.l�F - -- _ _ -- Date_1 195 z 1955• fNGGNEfR, CLrY Of COSTA MESA Approve a. :::r Dote 2/2i ✓�G WATf,C 311PfR1N7fNOf , C 17t' Of COSTA MfSA I CENERAL NOTES: /. Manhole rings 0/7IO' cowry to A* nsM /*& , m emrnt /s m pAwr 2. Stationing /Zte/V /0 t of streets W7AWs o/) r-Wl /re MAN& 3. The water system will Ae tnsto /W M tw1lom M the s/anda/»s ae1he Oly of &M Af[ ry 4 The sewer SyStrtn w/ /l 6e Irmo / %a' to stondordr o//ht Coato Mesa San /tort' D /uric/ 5. A11 street nrork shall conform to the Sto17da1-d8 al-the C/ty 0/' Costa Mesa. �ro 0.. /vhere drii2woy 40V,o/t•SSicr/s ate C»nstruchn, t/x driveA•cy oppr0ochrs dfko / /be em7s'truchti to Me property / /nr ,are stbnda 0 01 /he City 0, COS/0 Mesa. 7 fr /sting monhotes shall lr adjusted /o tlw Ai fished pmoo e Me street W� R R W • SOUPY L/ l?A/Y6 CO T COLLF6E A,P $ v W - - / 2 3 4 S 6 7 8 9 /O // /2 13 /4 /S ^ i> g" /Li y Zh (3Fi 3) 2' LM.S. / f X _ __._:...__..<.._ -._ r , 5 ' • ..s . , 9 F U , PR I AI G ETON – A "WA >EP -- DRIVE - - W 6 CROW ... J OLD" W-I _ •' -- � _ - -_ __ _ - .__ ESTIMATED QNANTITIE 41 U.R.6N5C2PL 3 TYPE IV CURD b (UTTER ` • fl 3 56 57 4i LOT EYGAVA,r /ON 4485 CU rDS. 1'•4' -D' P.C.C. SIDEWALK ~ ; • �. e/ 80 79 m STPEET EXCAUAT /ON /130 CU YDS. f /6 /7 18 /9 20 21 w w _. CARNEGIE AVE.- 6REENDRIAR LN-WX 'ORD UL- PRINCETON OR. _ w ( 2 ;' s5 58 a 3 ` o� 7oTAL EMB9 104,9 4 /s /90, cu YDS. 8" WR6 PAGE 6" URp CA E 6" -JQ9 CAGE a" CURD FADE _ " E 3 I COMPA TED P40 APEA 390000 SQ FT 6" GROWN 6 .f1LKN 6" ..;RCt�'N 6" CROWN POerzr9oo cE4'r coviceerF '• S4 59 82 78 <� �� TYPt 'D "' CUPL> GUTTED /49/ LF �h TYPE -C" caev GUTTER jSB L.F 2' Z <l CU,ee ONLY, "8'" 432 L. r. C 27 26 Z5 24 23 22 i 03 77 } 'L < �` 4, 1 53 60 ( 0 �! APeON CeO5S 6UTT[,e 350& 150. f-7 _. _ -�50 __. _. _ _ __. .SECTION (5 4V-& 4 ? � 4r! - 5 /DE-WALK - 25983 SQ. PT. t6' ¢ 25' _ • 3 -.- _— Le_war _. - -- /( 84 76 p 2'" PMS 4062/ SQ t°7 - - — +— TYPE E CURB L GUTTER r — SWARTI4MORE i�NE 6/ ^ I- ,✓[ 52 W 3'�PMS. -494P SOFT W 85 7$ W UNT,et -ATfD fOCk- BASF 4400 TONS A SC -2 P,e/Mf' COAT 4600 GALS. i 28 0 31 32 33 51 62 �� .. / A 3�:..c r2 RFl/rcH B65 /n. ft i OP , , 6' CKOWN -' 2' P.'A.S. .; I• < 8 6 74 /MPO ('TFD BO P pOH/ SF -30 P60 900 TO/VS ? s z E Vil SLOn Wi Ov SO m 87 73 CATfN BUSS N GU 2/5% L.�c`: n I. Trf , % W O 8 "!!C. P 3794 L.f _ .._.TTPE '0' CURB r SUTTe7Z........... H i -t 39 38. 37 36 35 34� 49 64 � X FN 6"!<C R 2990 1 ELMHU125T LN. -- SWAQTI -IMi) E LN. w 88 72 0 sTD. MA/vl/oLfS ra FACH I kOVV J A`i 5"OWN f (SHEET 5 64 (swr -sT 6) /S "" VCP 470 L F. ELMHURSTL ANE �„ 4 we, C _ —e =�'E N 4B a GREG BRIAR �+LANJE N N� CZ"410e/TS �i6o f//Crt V' 47 66 8 "{YATEPMA //V /NCLUDfS ?492L.�OffS /TE 346.7 /r = W E LY. 6' W,472--,f htA //V 2/B2 L L jt 40 4/ 42• 43 44 45 � 4 "1.Y�9TFP.t19 //Y 890 L.F a / 3' � 46 B 7. �8 69 70' 7/ /2 "GAT, li/W /L`S 2 EAGf� __..._ 16• � I _ �-} r- 8 " GAT( 14911rf S 2 EAGff �' f /t' XtSL PAVEM't �`1 CaNSr S7.41V t7O GuMO o4AEL 6 " G 47F1/slllrFS 5 EAGN 1 I id'CACWkrN ~'E' eMS. $ k.,,' F/eFT f1,lVe4NTS 8 EACAI s .L. �, SLOPE_ ICEY AND INDEX MAP _.. 5r S.C.Z P.G. " - on c rP /f ffe�aelvro // E Junc (ion Chombrr aii° / C�4 ch � - ,OVER G'IMPORTED 50MOA wlTU St . OOarC( Pang zr•ach i HARBOR BLVD. - sa ��-h AS SHOWN a�LE: I "4110' %,�;�9, ,��e�s T R A C T NO* 2 �i' 7 x r , � ;J SHEET I OF 8 SIE J •,;TS I n WEST, OR ROAD S /OE 40 �w CHAMFER I _ BARS" 9, I � I abf Ji 21 x36 "C.MP.A.� i 5 r I I I •. t" 9" 7' SPACE STEEL /8" 0. C. 9 2'p" - HEADWA<LL DETAIL- 57-A. 0 +00 W " VA G O O TO 50' y 47 3' fxisl. Povem'1 /0'Crown ✓oin-., 3 PM,9 .With Seo/ Coo/ 1150 Aa. Tpe C� ca/ G 6 in�orfed ,borrow � will, ai se -3o IC6o TYPICAL 5EMON NAaeoa ecvo. R. — NF RM • EX /ST. D /TCH� 4 6 M /N. 1 6 S.C2RC.OUEP6"/MPOPTEOBOpPDlyly/T//ANSE3o060--- Q CONFORM TO GRADE TYPE 'C' CURS 6UT,rEK— —� 0 /09.94' F' �w CHAMFER I _ BARS" 9, I � I abf Ji 21 x36 "C.MP.A.� i 5 r I I I •. t" 9" 7' SPACE STEEL /8" 0. C. 9 2'p" - HEADWA<LL DETAIL- 57-A. 0 +00 W " VA G O O TO 50' y 47 3' fxisl. Povem'1 /0'Crown ✓oin-., 3 PM,9 .With Seo/ Coo/ 1150 Aa. Tpe C� ca/ G 6 in�orfed ,borrow � will, ai se -3o IC6o TYPICAL 5EMON NAaeoa ecvo. R. — NF RM • EX /ST. D /TCH� 4 6 M /N. "P.MS OVER 6'U.RS 6 S.C2RC.OUEP6"/MPOPTEOBOpPDlyly/T//ANSE3o060--- H VAR. CONFORM TO GRADE TYPE 'C' CURS 6UT,rEK— —� /09.94' F' CM76 RETURN `� �;'� -- Lu I - - -I d-V14'00' R•25' 5 A/ y.($ cG rJS1 iOcl T �onCre�s HARBOR \ I �� �� ' h Hai• /4'oo °E erg. /z' � BOULEVARD __ , - -- - - — - = y / fl 74'.. - .._III' �OOI/eme,7 /� -�- 6. _ Al' — A0. //' i i Ma X, 9 /QD.W PrFeos� Concrrle, 4` r/MWAVKH xP�od�ei, FT- /QS -o 6 C E LM H U R S T 40 39 28 27 LANE' LANE E s* 71 ..5 SNEfr II ; I� I3 QW8 QETURN P 69.46'00" a 089.11' T- 24 CO/YST. STO. X -GUTTE Ire Q� P G�t i N i X ti. r 1 _ O 1$V .75 rsl�a�e,- f Q Ei�sE �6 — 7 +05.12 NAPgOR �n x�%e mi �ji - �— 0� 1 �np nr _ __ --gym m-------nn - 0 +00 1-7RIACF7041 0 6} Yr /55.00' O /gi7gP Caunf Podd /< k TyPF 2eFwP� � s YY. � I -_.- _. YY (IL ' �- ,4rn)CO End 3FC /ioe ti •s �/ � T5 P� C ,�4 bo�RO 0 W - o co I 10 W, -0 201 1 T� I at 3 ��EEf A0f 1� D / /lye$ ti . A/oproved by." �k BENCH MARK 4 1 59 4k 1 PLAN & PROFILE HARBOR BOULEVARD is TRACT 2727 dpi �����n k� li u ��,1 W u 1 J \ F. w MIN ' /PEl/lS�ION �1 ' STO,PM O.Pi4 /N AOOEO Approved 2flIl �( 1 dil �Y t q� 1 �y �� Pi, o /09.94' F' CM76 RETURN `� �;'� -- Lu - - -I d-V14'00' R•25' 5 A/ y.($ y � 1 � a b co I 10 W, -0 201 1 T� I at 3 ��EEf A0f 1� D / /lye$ ti . A/oproved by." �k BENCH MARK 4 1 59 4k 1 PLAN & PROFILE HARBOR BOULEVARD is TRACT 2727 dpi �����n k� li u ��,1 W u 1 J \ F. w MIN ' /PEl/lS�ION �1 ' STO,PM O.Pi4 /N AOOEO Approved 2flIl �( 1 dil �Y t q� 1 �y Illn- WIN >. T COAST STO 4'OCC S /OEA�ALk— — - -- � - -_ -- -- PLAN & PROFILE CONST 2'A4Is OYM 4'11eA £• SC-2,0C \ coAwrSr, rY/Fv, alas e.c,UrTEG'— CARNEGIE AVENUE COAST STO TYPE-C' "CU,QB 6GUTTER � N SWATHMORE LANE III- sy TRACT 2727 �a EE R III II 4 5 26 5 0' 2 3 4 3 3 z5 z 2 2 21 / 3 I �, CURES CURVE \\ 60' l8' l8' T o — — — 8 /8 7' .., o III I $III 5.0' . _ P• \ n' N m / / `� 0 = 38'56' 33' R• 57 \ v + 30' 30 CONST STD. X GUTTEe a o / / v 47'_ (= 35.34' 7= x8.38' \ , 0 20' LLJ e AP,eON I° ;I / �, o 27 + 26 \ 25 24 23 22 o ►— I 0 "�' �. CURD, RE7LIRN (� I Q CURS RETURR I I /CURB RETUQN CUQf3 ?FTUPN C I LIJ @ CURB QETIIQN / / C� III p / �u 7CAN3/T/aY A +90 R6T= ?6' _ _ _ _ `v� TPANS /T /o/Y \` -- (_- Z - -�I L =3927........ TeAAS /T /OA / /A 95 ?/6 T9 •Pa25, . - -- Lj �o �I I / ��, \ \. d =9D' REi•25' W V I �h G =90° QAT•15' G•�'?ET =?5' ° 1 " D•90° ?6T•25' e I !•T ° r, 19 27. To 6 "'cF /0000' L•8927 I /R200' B Cf TO 6' "C.F. % /DI L3' T =2 .4/ e� I ?�j /i i° \ L•39.27' - -- O 8 CP To 6 CF. L= d917' I = I I y \ I J I /00.01 I I — I p 0 i II W / L X1/57 / 4 J I • . I Q i° � - -. — - - 100.95, -- — "� — ,� o�zs C. o. 94.00" F'° F° Q r _ j7502 .M.ft 111 - -- T 6 /OCe4'iloie y m 140 02' CARNEGIE 2s000' AVENUE 1e5.00' / "� ° /a' 4•��� — 5�0 wfs 3 LANE jr " I zor F a .n = N 40. oz M if 1 +d0 02 CAPNfG /F NO/li / 7/5 02 4.20 00 .H 4• ?D OZ CAQNfG /f N / I 5179 v�o _r,0,014 r ;ED w 3 +53,93 ELU{IIIR T 675/8 �+Y 90 2.79 5/YATNNORE N i O 0 0 i� y r ._ 25122 `CP a ' C 1 e >w /0 6"+YOfe�Mom II11 I I N _ —J i .` — - �. b FH -- - — - •:, � o -- I � � rim !• yq' 13.22' 64.00 6000 60.00 52 DC � I 0 65.02' 60.00' 6400' 64.00' 60.00' 64.A0' 64.00 60.00' 64.00' 60.604 ' ' -Od �p -- A (� CURB RfTURN \nn III I I �epss" g0�ti j" o d 90' Rf 7J� 5' - - - TI V ; �9 Q =84 °l3' ?5" R•?5' 11 6 d I I i A/J L • 39 27 II U! I� x X / (• 36.15' 30' . 30 \ \ o I Z J I Nj Vl Qi 10' 20 20 0 i n CY II ~ 46 47 48 49 50 51 52 �' 53 ,� 54 ;- 55 56G I I N 28 29 30 M 31 32 33 m CURB CURVE (A 0� �i7v� h I II I III I I d•38'56'33" R=52' i VJ VI C•35,34' ,� y�ttT 2 (V "y�EE1 CARNEGIE z a. `� 7: AVENUE yEE SWARTNMORE LANE y�E SFE �I 6 w IEEr (rj 50' ( M 4T 3 � I 39 '0 38 ,ate I CUQ6 co2VE V, O, d 38'66'83" Q52�u' U Oh�tio\y3 _ �QSy � 18.36 ELMHURST" - I`x .n o- io,Nrr � l!/7LOd' 9�CCIRBCl1RVE 4, I � o' Ld38'66'33'Q5Tlig L•35.3d'T18.38' io I v 40 41 AA 37 60. DO' I E6 DD 42 0 1 / — — — awr STO 4',4CC 61106 &le— — OU67 S70 Tl/�f E "ellee X 4a77,EQ — - — - - -CONJT STD MRLe "O -MeB f &IA7 f \ \ �s \ 1353 .89' .o 252:36 L A Ni E I I CP � L / y J,sa.9a1 7 . I 252.36' 1 CLIQP, Qf7dJZN i W_ I A -9Y RET•25' 1 -- 0 Lu 43� 44 45 6 0' �D {. I 67 68 ,.•- Z -Jmmm- PLAN & PROFILE ELMHURST LANE GREEN BRIAR LANE TRACT 2727 15 _ i1 36 / 35 cQ 3 34 I I z / / / 3 z \ / / l l N N r< C C11Rg QETtlQW w w I� : - -- I L : 6L.00 6 60.OD' 5 5Q.00 � � � I 4 4, I II / -- w 67 68 ,.•- Z -Jmmm- PLAN & PROFILE ELMHURST LANE GREEN BRIAR LANE TRACT 2727 15 _ i1 ,.•- Z -Jmmm- PLAN & PROFILE ELMHURST LANE GREEN BRIAR LANE TRACT 2727 15 _ i1 #h Off ge 6 i O CUQf3 RETURN /� n, CURS RE7! eh, J, 900 RBT+ 25' / V A• 90' RE7. 25' - -� L•d927" L +69.27' 1 sa.ao' — CW97' B70 4'/OC'C S110,r ze- - — — CMI;7 2'/-'A'S DYER 4'11AOj S 5C•, — COAST STD 7YA1 E" MRIS e 0117 AdDI���E T-. � I W � C I �a 5t vv "yYolCi W o G R E E N B R I A R wfsT 270 0' r Xa117 LANE CURB CURVE OjX GREFN3Q1,41? D a W J NMI41? tih' /0 +0 °4./52'X'20" i O CUQf3 RETURN /� n, CURS RE7! eh, J, 900 RBT+ 25' / V A• 90' RE7. 25' - -� L•d927" L +69.27' 1 sa.ao' — CW97' B70 4'/OC'C S110,r ze- - — — CMI;7 2'/-'A'S DYER 4'11AOj S 5C•, — COAST STD 7YA1 E" MRIS e 0117 AdDI���E T-. � I W � C I �a 5t O CUQf3 RETURN /� n, CURS RE7! eh, J, 900 RBT+ 25' / V A• 90' RE7. 25' - -� L•d927" L +69.27' 1 sa.ao' — CW97' B70 4'/OC'C S110,r ze- - — — CMI;7 2'/-'A'S DYER 4'11AOj S 5C•, — COAST STD 7YA1 E" MRIS e 0117 AdDI���E T-. � I W � C I �a G R E E N B R I A R LANE i \111 �1 I 9� CURES CURVE J,66,18,97" R +50 L -6619' T. vo h,, . _.1 FILE LANE '7 �m a� USIAGND.T?„J1 „St➢. 5t vv "yYolCi W o G R E E N B R I A R wfsT 270 0' r Xa117 LANE CURB CURVE OjX GREFN3Q1,41? D 2 '470 GZ NMI41? tih' /0 +0 °4./52'X'20" 0'400 OXFORD L + /32.66' T+ OD N h `;qy. 1287' 60.00' 54.02' 11•10.06' / 4.4600- L:11. \\ o i l � � o� /4p9,L•5o.8q x` 6 69' / ti 70 / 71 67 \V ti \ y V M MOS CURVE CURF3 CURVE �q 1- J-31,00,10,12:56, d+ 31 °00'10' R+55' a 029.76' T•140' L +29.76' r =14.88' 4� G R E E N B R I A R LANE i \111 �1 I 9� CURES CURVE J,66,18,97" R +50 L -6619' T. vo h,, . _.1 FILE LANE '7 �m a� USIAGND.T?„J1 „St➢. Iu 310 /%Z �_� •` ,,.• o, :p�e�Ilc N� 0 \ \1 :0� �\� ?U�S��"�h�•�� TYP /SAL D/ TCt-/ SEC T /DiV SECTION A -A Pi � IIII V I I a Ilk IIII , IIII BOTAI PLANS TeXCT 2727 O III I �o� o Jill �o� I IIII o" IIII a CONST 8 4Y4,7zc,P /1!A //V , ti FOR oe7wlz 5 SFF III o 0 safe 7- B , III rol Z m • �� d= 92 °00" = 24.30 nil p 0 Tz 5 - - -__ —. - •\ \\ \ \All- 3as 1 1 CONSTRUCT 7' E1.P7/f SECT /ON I - O /TC/f LV/T/I / %1 / S/OE SCOpklx I PLAN & PROFILE PRINCETON DRIVE STREET TRACT N ° 2727 CONST 8 " 4 ZFe IV1lN 19zW7 1CAL.._ Q o ry ro h 3 e CONST. 6 "WX76C ,ILIA141 a PRINCETON DRIVE °A" STREET SCALES SCALES �I PLAN I" =100 � PLAN I"= 40 ' \ PROFILE $I PROFILE HORIZ. I° =100\ w HORIZ. I °= 4d / VERT. Iof= 4! VERT. Ito= 4 r; =_c 0 Wi z I fufur� Calch gas.n Fu�ur� 3G" P /Ps 2 3G"- /04000 Cone. II I P✓OPof Pr✓ CO le-,4 B as�� �dll PLAN SCALES.' PLAN 40, P,POf/Lf !/E,PT / "w 4 A (17, � I I .s I �LL I I / o 2 / __1 / rr -- I ///il6o °a 3' �1 G I P r Of A I P AR O N ONPOPM TO .5rfFF7 511P15fCF �- fU7URE 4CURB TlPAN3 /T /ON 0' � I cU.PD 7.PAN0 /7 /oN _ . - ..._ . Ali CU.PB TRANS /T /o,Y /O LIE BU /<T ETTIACT t7t7 � 6, i FUTU.PE GONST,pULT /ON .. YE.PT /CAL P,POTECT /O/Y B.LPS /[ACE fN /ANS /ON ✓O /N7 AT MITE EeWZY B "C. C F.N 0 2 " /N ./[/NcT /ON 0f cATCH ZFfS /N 5HAOE0 FOPT /ON TO BF CONST�UCTfO CGN'GpETE TOi OTTOM 4 cae's 7IPfN5 /T /ON BY AoeWCT 27Z7 CATCH BASIN DETAIL SCALE 1"-4' TRACT 2727 50B ✓ECT TO PEI/ /S /ON WHEN /MP,pOI/EMf/YT PLANS O F TQACT 2776 A.PE StlS4f/TTED . OALYAN /ZEO FACE 4N64F �4 f /[[ET N•F[O A[L MW 9 -- 3/B ".40LES, B " C -C TO .rEnrlwE YE T /G'AG -r07---C7-10W aWle5 ANCHOR DETAIL NOT TO XXM 1 . z� b ?!h �I V Z V O = N V e 0 U) `a C �o �- fU7URE 4CURB TlPAN3 /T /ON 0' � I cU.PD 7.PAN0 /7 /oN _ . - ..._ . Ali CU.PB TRANS /T /o,Y /O LIE BU /<T ETTIACT t7t7 � 6, i FUTU.PE GONST,pULT /ON .. YE.PT /CAL P,POTECT /O/Y B.LPS /[ACE fN /ANS /ON ✓O /N7 AT MITE EeWZY B "C. C F.N 0 2 " /N ./[/NcT /ON 0f cATCH ZFfS /N 5HAOE0 FOPT /ON TO BF CONST�UCTfO CGN'GpETE TOi OTTOM 4 cae's 7IPfN5 /T /ON BY AoeWCT 27Z7 CATCH BASIN DETAIL SCALE 1"-4' TRACT 2727 50B ✓ECT TO PEI/ /S /ON WHEN /MP,pOI/EMf/YT PLANS O F TQACT 2776 A.PE StlS4f/TTED . OALYAN /ZEO FACE 4N64F �4 f /[[ET N•F[O A[L MW 9 -- 3/B ".40LES, B " C -C TO .rEnrlwE YE T /G'AG -r07---C7-10W aWle5 ANCHOR DETAIL NOT TO XXM 1 . h Q V � IIo h H k ki Q °fti_I 0 h V +1 / 2 3 12 12•4TORM CRA /N EASEMENT 0 I\ EQJPmPr/f� .z S l 5 k PLAN 81 PROFILE OFF -SITE DRAINAGE FOR TRACT N2 2.727 ENGINEER ! ) DATE Dec. ZB /95.5 Not eft— ' APPROVED: --o(r DATE .r7:,6 zo t 4 s(. City ngineer FV 0 City of Costa Mesa C40� B,/PBfO &Rf FfAVF I t OP 7" 37M7 "T" STiPEET — x )k x /2 /3 14 /5 16 /7 /8 /9 20 21 72 23 lv�"mc`� -, W ----------- MR 36 ODOO one P oF_ I = I s f L fX O /TCH- 6 " CWIW LINK f/YF x .n x x + 00 H) I t°'' � I � viPc� sho // be /oid fo C „�y of Coef4s i” /es4 sfondards F fhe P /Pe —shall x, be oPProved prior -/o con.sfracfion i i i by /the C/fy Er�y /r�PPr "5 5 reffT µ x x x k x V i h ht h i H SCAL .5 /00 ` PPOF /Lf HO ,e/Z /"-/00, l/f,f7 /"- 10' 0Z14Al77 T /ES 3 4 75 /in. f f 36 - /0000 ,342 36 -700o D ¢O .. .. 36 • -.¢000 D 7 Prccusi CO/7C. /►? H / Out /�f SfruCf'ure . Q I � Q ?2s 26 27 i "S 5TieffT — � F w n. �— 5 h Z 4 5 I\ EQJPmPr/f� .z S l 5 k PLAN 81 PROFILE OFF -SITE DRAINAGE FOR TRACT N2 2.727 ENGINEER ! ) DATE Dec. ZB /95.5 Not eft— ' APPROVED: --o(r DATE .r7:,6 zo t 4 s(. 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