Loading...
S-56-7.1-7.12•xr, x- .,z_?,." ers:..,, -.+n.. - -- ......r......, .. .- r..... , -q.. ..-max s. >x :.-.»w •n •.�..sen .-� -. ..r. _., ._ .... .. - .._ :.... «rE. _ ... ...... :... _._.:. ._:_.. >_....,'@3]v. _'7al. -_. .... 2ra- '¢.�+.. _ _.,- ., _.'"•,R`9. _ _ - .. -__ .. -.- - -_ - _... s -,:. _.. _ - .„ , -k) -:° .,-._ :. ,a. �„ :p& ,. .� •- : - ,. _ - .,. -. a '9h,wrYb,�i • " Ste" M��A• �rt IMPROVEMENT PLANS I . .. -yell :/" "a APPROVALS ��,. �,. .''d•._ a . • .6- a Pavement FOR m �/P %Bars. 4'/on9 /4 "dpart /. ___ �idte ''_ o�- r,•- - G "•Ur/fregtrd.(�B. 1l :9 A. M Fiches, Reg. Civil Er�gr NQ BB44 - BOVL,5 ENG /NEE.RING SECTION A -A /o' zo' I /o' Approved: Date: a S"b w C n y- C y - Mesa - - ,t Egineer, it o f ". $ i �Cwa /k • - ... 4' Expansion Join is CITY OF COSTA MESA, ORANGE COUNTY, CALIFORNIA Approved:' to O t�i CC? resid nt,a Mesa Senitar Distriit Oa — I : /ant Mix ' Surfac;n9 ....; SCALE '. AS SHOWN DATE % MAY 19 5 6 �' y . App roved: B Thick Concrete 2 I Pe y f Costa Mesa L .. Ra BOYLE ENGINEERING - waterS� r;ntendent _ " 331 SPURGEON BUILDING s A I i SANTA ANA, Road CALIFORNIA aiLli APProv�! -- - Dete(/�k -'+�- •� l_- 1 /tSSt Commissioner and a % - PH. K I . 7- 4 4 71 v Deputy .surveyor' 4OW L/ne -- - N .. -- -- /Ow Line -..., I - - - MN2 - a - ftj E pans/on Joints •• -- I A r•- .... Expansion Joints �-1 ; y3 8T /2 /3 /4 /S /6 /7 /8 r 7 BK/C NE L F.N a® -e Foui /2 0' Darn, 4' /ong, 9 "from w -- "' -- , —w -- w .•" each edge, 14" a.c., 3' from bottom, ; ' PLAN 7'O" 7'0" 70" 70" 710' 0 _ _ _ s c.os• -�— s --- j ineaefi �i>oL Use smooth bars. v o.ao., - Shee r SCale I" IQ' -� ,.. %fir P'i 6'Iron P /als • -- 'lap Join /s Dep Post Ys" ^Q _ TRACT N 2750 6 or Ivra one end F Ere ML-0 Dou / ' YP %actor - 5 Q , 3 (p 2 r6 "r /4' Guard Rai /, s s Ss T e w -2 /R ReP _ i3 /46 g' I /37 /36 . �i BO 79 �� /9 - ., d/• QLCi7 08Y. Douglas Fir or O. s. Red ood c d 3 J 3 CROSS GUTTER D ETA I L Carrege Bp/ts �� 4 ° /45 x/38 /35x 78 eo o ry s 4„ ; oo vi49 44.4 _ x/39 i rO �82 77 a . :, - ,...GroundLin•--• ^ 3 W / 4 h /34� I X, 7 - LL P" c = I 1 I ; ; Gi a ".�� 2 2 143 L14 133 83 76 ' G" Q F _ F Y� I I� 22 .;.. '. ),: • - _ improvement Width to this Point o rm rovement Width to the Point E `" 1 { i i i i i I_ I i 1 / V 2 /50 /42 ; /32 B4 75 oh 23 r iO -z 3 LJ LJ lJ LJ' /.�_ padius Radius f ! 6" /%" 8 "x 8'x 6`8' Posts, S 45., LZ S Redwood or Sa /t- Treated S-T,00 ug /as )ir _ ti ® ✓ FN F /R /VE 1 fir._. T '...: • . k 3Ye Radius..:., f /"Radius - -- ---- - - -- --- - - ® - -- -- - - - 1: ° NOTE: L Guard Rai/ sha/ /be Pa /rated oar Standard Stree/s anal Hi *wy Spec tuns. i r aHa - ---- --s -- - -___ �- ---- __ - -s- - _- ___.�- _-- s - - -- -_ -s - - -- cos8 - - .,. •.• -. o .. O ' - --/ L__! M. N.s 0,26 -.� .z % MW 011 MR 1 0�. .x n Two Reflector P /aces shall be atfached' T e W-2 /R, as adopted by the ; . Oa State Division of Highways. �y� 0 Sheet 2 FII FN.c�� •ti .s/a'Rae vs �/. y - F 7pe'A" /3/ BS 74® 24 \ - h 2 Q a . aurfacin9 : L a Top of STANDARD GUAR D PANEL. A {{",1' .'n• °o:d. Sur fse rag �4 . �.•i -)' o - - N C / /30 0 66 73 � le �• "1. P- G. ConC. .4 nc. 5-ta n Flan /4C _ .9. _ .'q m -'pc co _ dard Pa N- S >, 3 e, �' _.,. ,;•. i a� /29 87 72 .a y� J�- _ �Y � Lere/L,ne.' ' N -. N - asp r Jam:_-. -i 90' 24'+ Level Line .... -r - -- - - ,� 7 f S• P , P y'[!' c ` R �89 70 SECTION x SECTION F t- Scale 1 %2" = 1' Scale I %z'= I' o�cle� U s < . � 8" STANDARD CURB , GUTTER re"" STANDARD CURB i GUTTER ":' NA AZI& zit RD. If �. OTES ESTIMATE D TYPE "Co C TYPE D" N — _ QUANTITIES l Standard Plan N9 5 Standard Plan NQ6 - /24 �k 9/ 6e Manho /es to be left be /ow grade, and brought to /. Roadway Excava t /bra _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _27, 850 Cu. Yds. 92 67 ®D 9 3 6 "Cone. Curb Gutter Type "D" / 9 1 F t -vw v /CLANt / RG. •� 2. Stationin refers to f� of streets un /ass otherwise noted. � ___ / 2 5 Lin f. fin /sh grade after pavement /s in p /ace. ¢- Curb Dn/uraf Cross GuftBT Refu ns 4 425 Lin Ft. /23 e � � - �La �BBri /a •_ 3, The water system will be installed to conform to the yp /P2 `� 93 66 /bo' standards of the City of Costa Mesa. e y J' )- - - - -- 7O L Ft. � `t ' S 8" Conc. Cross Gutter F Aprons_ _ _ _ _ _ _ _ _ _ _ S, 240 Sq. Ft a 94 65 Q so• 4. The sewer system will be /nslelled to conform to the " /2 /W 1 so 6t 4 Conc. Sidewalk - -- _ -- _ _ _ _ _ _ _ _ _ _ _ _ _ 70 500 Sq, 94 C7 N ! { - - -- o standards of the Costa Mesa Sanitary D/str/cf 3 a 32 7 3" P /ant Mix Surfacin _ _ _ -- - _ _ -- 85, 200 Ft 1 =� 95 64 - - - - - -- - S. All street work shall conform to /he standards of •9- S9 /20 F m h ' the City of Costs Mesa . B. 2 "Plant Mix Surfacing_ ____________275,300 S9 Ft `I i m C 3.3 G. Where driveway depressions are constructed, the 9, Untreated Rock Base - _ _ _ _ ___ _ _ _ _ _ 9,670 Ton //g p I 96 63 3 3" Ants. driveway approaches shall be constructed to the /D. Imported Borrow__ - - - _ _ _ - _ _ _.. _ - /33 Tons y i i 34 tr a sio a /,; /, I .:.. 8 Grown Sea/ Coat /. a:: r smve /a property /ins per standards 0;",4h e City of Costs Mesa. 14 5C-2 Prime Coat_ _ __ _ _ _ _ _ _ _ _ _ /O, 000 Gals. M9 3 97 62 N ` 7. Any ex /'sting irriyation /fines and appurtenances are 12- Sea/ Coat_ _ _ _ _ -G'URB nol to be removed or altered except with the 113 Standard Guard Pane /__ -___ _ _ _ _31¢ Lin. Ft //7 m 9B 6I ry " ` 36 Type "C" Curb ¢`Gutter- •' j permission of the owners and a / /persons having 14. /S !!C.P. Sews/______ /,290 Lin. Ft i 4'x 5'o "Pcc S/dewa/R any interest in those /fines. /5. B" KCP. Sewer -____ 7,840 Lin. Ft. 1 60 ` TYPICAL SECTION 1j6 9g � 3� 8. 8 Denote Street 5i ns -to be installed (Sec Std. P /an N9 /7) /6, 6" t/C.P. House Connections__ 4,650 Lin. Ft. 9 as "a ` , 9. Sewer Station /rag shown thus on Sewer profile on /y: p /7 Standard Manholes _ _ _ _ _ _ _ ._ _ _ _ _ _ _ _ 30 Each 115 100 �; } 8 FrA 1 R OR I V E /O. ® Denotes .Street L /yht to be Installed U Ti Each d o 01 /9, 2/'x 36 CM. P. Arch %/2 -Ga) Cu/veit, Headwa //E EadSecfion _ / Each I I I 20. 36" R.C.P. /350- D---------------- - - - -40 Lin. Ft ✓ 1j3 •, 102 j 2t- 42 ,R.C.P. /350 D------------ - - - - -- -435 L /n. Ft. 112 +� 103 C. N bi 6O. ----- - - - /7S Lin. Ft- m; 5 3 22. 45 ,�G:R /350 -O _ _ _ _ _ _ _ _ _ _ _ 23, Drainage Structures_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / Each i m d /� a b \\ 42 so 3o Y. o' BENCH I"I MARK 24'_ Catch' Basins j - - - - -- - - -_4 Each X11 1010 3d p, Q3 47 3' 2S. /2" Water MainlFul/ ID--- ______ -- ___2,475 Lin Ft I10 N Orange Coast College ,Bench Mark (Orange County Datum). 26. /O" er- h9a/iz(fu // I,D - _ _ _ _ _ _ _ /,9 /S g 33 ' Spike in M-lephone pole at Southeast Intersection of 10 /06 g ti 3 44 Existin parent 27. Water Ma /nom__ � 2,295 Lin.Cf I 9 13th and O" Streets, (Fairview Road). Elevation 65, 25 = 3 1 slope /s` /' 0.09 be /ow County Sanitation District Bench Mark Datum, 2 6" Water Main _ _ _ - _ _ _ _ _ _ _ _ _ 2, /15 Lin. At. /oa /07 SP I �4S 29 4" Wate Ma D E MA F.N. I :... 2 "P.MS C .- 6'crown _ .^...3'Ro S. -. - /n--- - - - --- ---- -- 80 Lin. F_ -- w'O, INDEX P 6- Crown ._.... - sea/ Coat I :- .Jfo,n G` „ r 8 t SCALE I 200' �- s- -a s co.9 sloes y,.. r• - Sea/ coat 30, /2 Gate 1/a /ve- . 40-2. sin - -- ------ - - - - -2 Each cor M.N. 2G� o�. c yv7 /s : / ;..q. _ , . a ; /0' Gate l/a /ve----------- ------- - - - - -3 Each 3/ FOREST f "URB Se. -2 Rc.- a+'4.O "aCa 6 .RB.0 SC.2 Prtme Coat over - Q ¢O � i 6'Imported Borrow with S.E.-,90-R60 - 82, e" Gate I/a/ve __________ -_ __ _ _ ___ __. S Each 9 1 4 - TYPICAL SECTION s/ so a 47 Sidewa//,. .. Curb ¢� Ginter . Type „C" `. WAKE ,v. per Oian9e County kLao+ Dept / Curb Gutter c„r68cwttBr.....: 60' STREETS 34. 4" Gate Ira /ve ------ ____ -3 Each TYPE "C "CURBS 8 "GF,) TYPE "D "CURBS (6 "CF-) TYPICAL SECTION 3S, Fire Hydrants, T'A ___________ ___ 9 Each /j CARNEGIE AVENUE BUCKNELL RR COLLEGE DR. 36 fire Hydrants, HARBOR BLVD. 37 Double i izier Services--- - - - - -, ---- - - --71 Each ' FORDHAM DRIVE CARNEGIE' AVE. NASSAU RD. _ B Each 38. Sin Water Services- - - - - - - - - - }•, : From Nassau Rd. FairOrive,.rd COL BY PLACE VILLANOVA RD. - ! - -' Street Signs - - - _ _ -- /6 Each�..._ sr/��T' Fr�m Bucks o Rd to North - - - - - - 4 - - n - �- Boundary et Tract LEHIGH PLACE WAKE FOREST RD. 401 Street Light Assemb //es---- _- _ - -_60 Each 1 l j Ti4ACT N9 Z7S4 FORDHAM DRIVE 4Lf 24 "RC.R, /250- 0_- _------ _ - - -4/ L /n. Ft From South Bauneery of Tract r COSTA MESA, CAL /F J i.. MAY %956 3i2 oP /2sx7 .. - 7b Nassau Road, and - - " From Fair Drive to Buchneil Rd, BE 4148 `^ Pill- s b ..rn . .a K. a:.v.. -•,M w- W ui. •:.../ . • \. .n «..... ,.: -_ nti'•: •f: _ .i fG i t i i c. i SEE SHEET No /O 0 ,hin EXistinq Surfacmq ..., '' I N �V Flo 21� SEE SHEET N9 9 1 6 I q f -'LA/V Construct Std 4 "x .5'0' Conc• Sid~a /A Construct Std. B "Conc. Curb Gutter, &Pe "C" Construct 3" P /ant M /,r Surfacint7 with Sea/ Cc over Co" Untreated Rock ,Base with SC 2 Pr m v C: v t ti 0 pY M Z k W W h W W N t i i SEE SHEET No /O 0 ,hin EXistinq Surfacmq ..., '' I N �V Flo 21� SEE SHEET N9 9 1 6 I q f -'LA/V Construct Std 4 "x .5'0' Conc• Sid~a /A Construct Std. B "Conc. Curb Gutter, &Pe "C" Construct 3" P /ant M /,r Surfacint7 with Sea/ Cc over Co" Untreated Rock ,Base with SC 2 Pr m v C: v t ti 0 pY M Z k W W h W W N 1 r W C%) i , • -.'� MY. as .ss1 .t ': :: .. ...� rs -�..K .,...'.. -a: sue. r....:.'< ...].. .: -.. _ Y... .... . y - .._ ♦ v � Krrt •-'Construcf B "!!C.O. Sewer fo CO. #8. Construct Std. 4 "X 4'O" Conc. Sidewe /k ......... Construcf 8 11 C. P Sewer Std Manho %s and C /eanouts 1 Construct Std 8" Conc. Curb ! ` Gutter, Type "C `••.. and 6 "{!C. R house Connections from kLN# /7 to CO. #5. Construct 2 'P 1an7' Mix Surfar•in_7n w /fti .Sea/ Coat Construcf Std 4 "X 4'O" Conc. Sidewa /k over 4' Untreated Roch Base with SC -2 Prime Coat•••. i °Construct B "VCP Sewer Sfd Manho /es and 6 "C 0 t s "!!CPltause Connections, from M.HA'27 to M.N. #28 •Construct Std 6 "Conc. Curb � Gutter, Type 'O" Transition from ,F. toi 8 "C.F in Curb Returns � ell 1 • n SEE SHEET1 M? 5 30' tj �+ 7.f 3 S m a 2I (D i Q CURB RETURN 'a 5 >.CURB0 RE4TUR �, [ QI O '•.d. 90°! R' P5.00'N i i d< .90 / L-39. e7' lloa2 �G. 4 - 39�?�. i ;V•J r 85.00 0 431 'w AP" .•.g cs= G0; O. ret7i B9 . Fa�dham uc i M. H. �P B: O isa d"rCP ;Construct Std. 41 0 •.*Guard Pane/ .98-, W ® 2 C W3 n ~ CURB RE FURN �Q a $ •••'G. B, i0t'2 ' ` V d= 90 °, R= P5,GOD' L CURB RETURN V L : 39 27' 4 = 90'; R= 2S.00' Q L - 39.27' 74 N Q 30' 90 * 24 �Q 6 NY -V v °j 4) SEE SHEET Lf SEE SHEET M3 S SEE SHEET N3 7 SEE SHEET Ma PL.4tV PLAN BUCIINFLL. ROAD FAIR DQ /I/f- 1 1 Y n SEE SHEET1 M? 5 30' tj �+ 7.f 3 S m a 2I (D i Q CURB RETURN 'a 5 >.CURB0 RE4TUR �, [ QI O '•.d. 90°! R' P5.00'N i i d< .90 / L-39. e7' lloa2 �G. 4 - 39�?�. i ;V•J r 85.00 0 431 'w AP" .•.g cs= G0; O. ret7i B9 . Fa�dham uc i M. H. �P B: O isa d"rCP ;Construct Std. 41 0 •.*Guard Pane/ .98-, W ® 2 C W3 n ~ CURB RE FURN �Q a $ •••'G. B, i0t'2 ' ` V d= 90 °, R= P5,GOD' L CURB RETURN V L : 39 27' 4 = 90'; R= 2S.00' Q L - 39.27' 74 N Q 30' 90 * 24 �Q 6 NY -V v °j 4) SEE SHEET Lf SEE SHEET M3 S SEE SHEET N3 7 SEE SHEET Ma PL.4tV PLAN BUCIINFLL. ROAD FAIR DQ /I/f- 1 �Cross Gu/ter A SEE SyEE7- No B Q Q _ ��• 0 .•�aso- - cv O Q' so..RETURN 4` Zs: o ., C j Le 39F7 O R17 Construct Std • �4 e Gub4er. TuAe 'O" Construct Std 4 "x 4'O" Conc. SIOewa /k ••.... �0 O 6p, Q No 6 Construct Std G" Conc Curb e Gub4er. TuAe 'O" Construct Std 4 "x 4'O" Conc. SIOewa /k ••.... Cc/RB CURVE, A : 28 °21'05'" R= 270' L = 133.6O' 7-6,9.20' 4L a► CURB CURVE A= 2B °21'05" R= 270' f L = 133.60' n T c 68. 20' PLAN Construct Std 8"Conc. Cross GuiYerApron-5 .•••.. WS z 3�3 64 �X�3 6s S�Zb Zq 66 '20o i Z I i O.. s - _'l.Of •89 —1..� WS" OO ... 26a.os � `•v �i } O� 00 \ V� � \� j2::= k's. 2—��. B, .C.q to �'Cf A ia, 0 1. F lo., �. CURVE 5 60. °0; ' -'.. '�'. . • W �.�. c�4 A 28 °2/1051, CURB CURYE R. 250' d L. 123.71 R= 230• Se d: g0•. RE �UqN L i40�f•. 1.- 7- 63./5' L 113.81' 41g92),SCb (v Q F J CUR,g truct 8 'YC. P. Sewer Std Manho /es and 4 "Y.C. R n,� 13 a 4 ` 9p AEZSON use ConneCtibns, from M. N. ,4`// to N.H.-015 — I ry , 'O PC, 0 3y, Q6p. J 0 G U� SFE S�E�T No B. E 414,3 Jb' 4'7 �l Construct Std 6 "Conc. Curb e Guh`e� TuPe 'O" •••••.., C1 K O W � m W .0 V li ro 6B 0 ws Construct B" V. C- P Sewer; Std. Manho les, and 6'11 �/ouse Connections, from MN #B foAft/+s // M.fft . .•- lo�s><ifuci ?d!' -/ ?50-0 ,P.C•P. sto�rr� dr47i�l. SEE SHEET N_° B SEE SHEET N9 3 60 •••• Construct Std: 8" Conc: Curb E` GuHer. Tune C" � roo ' 30' 30' 7Z. 20' 20' /O Q U �, � /B' 32' 32' /8' • Ci 6-9 X 4 ` 4 m 70 71 72 73 74 �` �•, a s s' 7S ,�fl a X E Ok f��1/ CURB FiETVRN O I g. f -i ��e 3 I h CORD RETURN � t %� J � ` CURB RETURN A ' g, f, a N CURB RETURN d =90°; R= a -f,0J' � fo ,�G � `� I d =90'; R =25,00 i t1. x X \ d =90 °� R =25.00: L �•• 0 d -90•' R =25.00' L= 3927' ar 0 g1 L = ,99.2T Y iy L = 39.27' I,'� r © �l4 5 L -I -1 L -'59.Z7' 62.00' ty 2 �g Lf' 'w u 62.00' 72.00( 72.00' 72 00' 2.00 • �l 6 ' _ 62.00' :. q S. L .. WS. .: _ nh W5. - 2 9 .•Lf y f.b'h b4`b li � �' a Z U (4 g• 4 � b ' 225'-8 "KC. T M.N. #46 K C �6Lf MY/ •` 2P5'- B "Y.CP. :- ''- 22 = B4!C.f o" 9 1/f g 5 G.ui _ro P � 6 a.C• to F W e . B wa ti ' 2. B9' • .S - .. 72.00 62.00' 1 l • 3 - , • �'- ...72.00' ' Construct Std 6 "Conc. Curb e Guh`e� TuPe 'O" •••••.., C1 K O W � m W .0 V li ro 6B 0 ws Construct B" V. C- P Sewer; Std. Manho les, and 6'11 �/ouse Connections, from MN #B foAft/+s // M.fft . .•- lo�s><ifuci ?d!' -/ ?50-0 ,P.C•P. sto�rr� dr47i�l. SEE SHEET N_° B SEE SHEET N9 3 60 •••• Construct Std: 8" Conc: Curb E` GuHer. Tune C" � roo ' 30' 30' 7Z. 20' 20' /O Q U �, � /B' 32' 32' /8' • Ci 6-9 X 4 ` 4 m 70 71 72 73 74 �` �•, a s s' 7S ,�fl a X E Ok f��1/ CURB FiETVRN O I g. f -i ��e 3 I h CORD RETURN � t %� J � ` CURB RETURN A ' g, f, a N CURB RETURN d =90°; R= a -f,0J' � fo ,�G � `� I d =90'; R =25,00 i t1. x X \ d =90 °� R =25.00: L �•• 0 d -90•' R =25.00' L= 3927' ar 0 g1 L = ,99.2T Y iy L = 39.27' I,'� r © �l4 5 L -I -1 L -'59.Z7' 62.00' ty 2 �g Lf' 'w u 62.00' 72.00( 72.00' 72 00' 2.00 • �l 6 ' _ 62.00' :. q S. L .. WS. .: _ nh W5. - 2 9 .•Lf y f.b'h b4`b li � �' a Z U (4 g• 4 � b ' 225'-8 "KC. T M.N. #46 K C �6Lf MY/ •` 2P5'- B "Y.CP. :- ''- 22 = B4!C.f o" 9 1/f g 5 G.ui _ro P � 6 a.C• to F W e . B wa ti ' 2. B9' • .S - .. 72.00 62.00' 1 l • 3 - , • �'- ...72.00' ,.- . 6 00' a CURB RETURN I bg��GF' NI 91 V —I CURB RETURN d =90°; R=2S.00' ,Gf d =90°; R= 2500' L= 39.27' n p I J %g� I L= 39. 27' y - X �* 4, 0 J CURB RETURN d: 900; R =P 400' / a 4 39. 27' oll .fib 2s . I J eo • 20' /o Q X ry 7 Q c.8.S3 N �• � 28 Xp N 30' ° y30' W 22 27 26 25 O Z4 r � /B' 32' 92 SEE SHEET t iV9 6 .-Construct Std 4 "X 4'0"Conc. Sidewa lk ^o 04. - - - -- Construct Std. 6 COnC_CUrb Gu#er Tuoe D" •••Construct 2 "Plan[ -04V r acr with Sea /.Coat over 4 "Untreated Rock Base with SC-2 Prime Coat ;z" ,il/ '� Und /sturbed O 1 Soi/ D i Consti uct Std B' Cann. I YYP /C.4L TRENCH SECT /ON ' r Cross GutterA�ons FOR STORM DRAIN SEE SHEET N9 3 60 Q 30' 30' r1onst b iuct S�d_B "Conc a • ' i i i Q Cur - h p /0 2O' ,d V Tiensifion Ar'C' to 8 L"f 76 77 76 W in Curb Rem !urns • •- T9 a' ` + t o I- l 7 Zq'• :°� o m � y E e��N � � 5t° � I : � 2 -1 (� •: CURB RETURN � ' 15 f'� L� � ry CURB RETURN ,:'• :ry y m (o d = 90 °; L =39.27' NF- L =39. 27 Q t'T 7Z 00' '. 72.00' ky 61 Lf J . oo' 72.00" 62 BS: • 7' ' Q 400' 72.00' 72.00 62.00' t- �c 92, > 10 '', - , • �'- ...72.00' ,.- . -- ,. ,Gf y ^ •\ CURB RETC/RN', L: d_ =90 °f R=Ps,00' ... �* t- J CURB RETURN d: 900; R =P 400' / a 39. 27' ... i" m EN. :' .......... �_ trgf 66',,L. . I p� 0 L = 39.27' Q ry 7 c.8.S3 N �• Xp N ° 23 22 27 26 25 O Z4 r � /B' 32' 92 •. /8' � u r' ; � aj '•. 41.0 so' so' Construct 42" 1350-0 RCP st, Construct Catch Basins Nos. 20`3dEQ ; ran Curves Use std B'Lenoths�L %re, See Oeta! /s on Sheet NR 12 zoo' :CUR ✓E Olt TA FORSTOR,WDRA/N Corlsfr=cCf 3(0" /350 O 2C,P stiOr'r1lO'/fli� -•% �L SEE SHEET K9 3 ; L = 47.071; T= PL AIV Dom /vC- .. 3419.00' p G U 5 9 v 0 1 h 0 c° f• l Z ` 1yLF 1•� om am:L 223' B "KC.P. h MN.jl` o qc 94e 00 1— ws. 2 f!'•- __�__w..., ..; ca ::. ,,•..,h 0 qw V ' 72.00' 7200' e.00• 1•�.. i 85.27 Q ., W ` 0 CURB RETURN L •• J CURB RETURN '• vI y d= 90 °; R =2300', ' y - 4=90'; R- 25.00' � �1 4.0?- L L. 39 27' :q �1�,� L, 39.27' Y1 -i 3196 oo a�f9� N o 2/ 20 /9 w J a'' e° • ••n Z30' v - Construct 45 R.C.P. y ,: ' Construct Catch Basin A/Q / "" m W SfOrrn D/air/ See Detai ls on Sheet N° 12 11 Construc! Sid. Guard Pone /•- SEE SHEET No 3 I/�st4t /GI RAT P /uq in W M. •••••. _ _ __ CURB CL�R✓E R: 470' c 2st.s7„ YP " C, r / /a. 72' ' .•• Construct Sd 4 "x 4'O" ConC. Sidewa /k 11OLSe C01717L ctions, _ /I6 Construct Std 6" Conc Curb G`` Gutter, Tu oe 'D" 115 : •..Construct Z "Plant Mix Surfac,n79 with Sea/ Cc over 4" Untreated Rock Base with BC-Z Prier, �f3 1 ti L- 70.00" ,< �. _ _. _- - __ ,. . � Y ", i> e' ti� K a N SEE SHEET N3 7 CURB RETURN ` 4 �± C.0, ; d =so;. R=2soojh L 99.2T q s' ,.,.......•Transition o = �$ •. b Insfo /l C.I. R 7Plu 69 b 3 W� 29 :� I 8 "C. F. in Curb Returns 30' 30' 48 47 II Construct 8,,VC.P. ewer Std. N.7171"% ar�d C /eanac and fr "KC.P. 11Ou se Connections, fro/rn MH #/O t0 30' Q C01I4574rLICt Std. 8' -C2nc. Cross Gutters A,orans Jim W `r NI a' 4) CURB RETURN 60' • o y L = 99,27' �I I^ h Gf 89 J I� �i I 0 CURB RETURN t I *, L : -*Y. 07' .s .. .00 � w 6" /70.001; .. •2300' ., I 62•.00' 1a2Lf � I'o - ° /70.00' _J CURB RETURN d +90 °; R= 25.00' �OGf I O I 39,27 90 /d 0- zo , ' 0 .30' 30' V ck li J 4j o' J V •• Construct Std 4'x 4'0" Conc. Sidewa /k ... Construct Std 6" Conc, Curb Gu #er, ...,Construct 2" P /ant Mix Surfecino w /M' Sea/ Coat i over 4'1117treated Rock Base with SC-2 Pr/ine Coat i SEE SHEET N3 S i 60 ao' 30 Construct TH.. Guard Pane / • - • • ...... 70 0 1 I h / CURB RETURN 1� t d= 901; R= ?5.00' (1, Q r L = 39 27' yy CURB RETURN L b CURB RETURN d =90',•R= 2s.00' 0 4. 39. Z7' 4 �± 991.• b ' '. d =so;. R=2soojh L 99.2T q s' ,.,.......•Transition o = �$ •. b Insfo /l C.I. R 7Plu 69 b 3 W� 29 :� I 8 "C. F. in Curb Returns 48 47 II Construct 8,,VC.P. ewer Std. N.7171"% ar�d C /eanac and fr "KC.P. 11Ou se Connections, fro/rn MH #/O t0 30' Q C01I4574rLICt Std. 8' -C2nc. Cross Gutters A,orans Jim `r NI 4) CURB RETURN 60' ,Q Q y L = 99,27' I^ ` Gf ' J N *, .00 q ••' "....,. .:. .. •2300' ., I 62•.00' CURB RETURN L b CURB RETURN d =90',•R= 2s.00' 0 4. 39. Z7' 4 �± 991.• b ' '. d =so;. R=2soojh L 99.2T q o = �$ •. b Insfo /l C.I. R 7Plu 69 b 3 W� 29 :� I 48 47 II Construct 8,,VC.P. ewer Std. N.7171"% ar�d C /eanac and fr "KC.P. 11Ou se Connections, fro/rn MH #/O t0 30' Q C01I4574rLICt Std. 8' -C2nc. Cross Gutters A,orans Jim •••• Construct Std. 4 "x 4'0' Conc. S/deW -? /k ... Construct Std 6 °Conc Curb G� 6//' r. Tuoe ' Construct 2,, Plant Mix Surfacing with Sea/ C( 4 "Untreated Rock Base w/f!h SC -2 Pr /m j SEE SHEET N4 4 W SEE SHEET :' 60' ° Construct SAd Guard A9n� (� N_° 6 + Construct Sfd Guard Pane /,•• .......... , 30' 30" i a /o' 2o 2o' /o Insta // CI R T P /ug in Y ✓M. li `� zo -�o ,o' o 4-L 107 Q yy a N, 0 I ^ p8 Q ' I , CURB RETURN 1t AA l E �0 O Q CURB RETURN * CURB 'RETURN d • 90 °; R= 2S 00' `G �� F' 1�t 3 y CURB ETURN N 4 O 4z-40#; R' 25.00' U b' V J. 90 °; R= 25.00' '., L - 39. £7' Q I ' 0 I 4 = 90' R= 25.00' y. Z 39.2Ta 6 p9 L = 39. 27' r •t AA , L = 9 27' h F o� f� J &5.00' ��'G'• Bs.00' t,i BS,00' '•, r/+ � G.Y. � .. I � �68 __.•p•, 319 3k�f w /o •'.., w -- �\ 1A��f- /�„ W BS 00' •m .N L. } M.N.** /S. m /29'- Of00 Co/ /eye OrRl ; , g3Gf`..._2 i •i 191 3BA ^392 I/ O /f O 49500' Q7100' S/ �k Y 0 so 1� r o� 49 WS O, 72.00' 60.00' 03.00' L� J CURB RETURN R. 25.00' OI L -3927 46 of ' 9 -•-D U 4j ® ■ [1E 4/4C saVj n CURB RETURN d= 90 °; = 2J. 00' R h 10 Q 48 47 3 Jim Q 60' J CURB RETURN R. 25.00' OI L -3927 46 of ' 9 -•-D U 4j ® ■ [1E 4/4C saVj n I SEE SHEET N9 4 so' 41 1� s ao' io" ?0' 2o' io 'd I ^i 4 IS 30 r�. _Yw. rte. r -si Y's " 40., .... .. _.....� :.': °-/ ase Angle " 4.. 9J/e'x 48' ARMCO Part Circ% r Corrugated Culvert or equal. ; B "l!C.R Sewer and C/eanout from . 4' ?Cf Boundaru 4 e : °Construct_ /S'KCP Sewer and Std Manh / r ;f Sid 6 "Cone. Curb ¢`Gutter, TuAe O' from St //to0 to M.N. N° 4 SECT /ON A -A` a Sfo! 4�,r 4'0" Cone. Sidewa lk Not 1a Sca /e 6 i 2° Plant Mix Surfacing with Sea/ Coat / Untreated Rock Base with SC 2 Prune Coat I,, ■ . lu (1) 14 0, - /sot/ C. P. onstruCr te malw7gleff from g;K/stino Manhole at S1.7 0*00 to 549. /h'00 AT-- 0 aJ: 0 (� & x � x x Goat' x EXI:Stil7g Surfacing t I C _W At — W -4 __ COIJIV7r 0,F'0RAAf0E­'­ S tz C17Y OF COSTA MES O /O Esseinent for Water to he Provided by Owner-­­-" - /S" - -Type 'W . r tl-- W C01717eC;o tO E;(45tlnq /I?- Water hf,?/n /15", 1/ c P _W PLAN HARBOR BLVD, sccg/e 1"=40' 7 320, - /S",v c p v Eristinq /5- v C. A' 0-000/4 — ,la _W_ 41 col to G lklllllr II e, e E 4/4/i *40 G 2�F' fyg• V #4@4•..,, - .--. -T �--r•r 32 �e T bg�J /"C/ y4�i16EW.. - :•' F� My Conc. 6 rc /... - -.. GP. -- *40 6 E 3SO -O j v 631J 10X \� \oo - -- SECTION B -B Sca /e ' /z" _ /'O" 3v P a ...*404 b92+G : -040)6 g lzj� r • SE /ON -A 70 of curb I Tiansition - � - #440 6E.w FORDH M DRIVE CONC. APRON 90" 8 i0" Depress Gutte d. +O 6., j U,6.. 6" •0. �,O A /hem : q: o Frame E' er •;e O A /402 In or _X P 36 �y0 PLAN ♦♦ Sca/e J /a "x 3%a"x with Anchor Bolts @2cc.'y•. /o' •16'4nclw,N00 kE17d3" Weld to Angle t, Dri// /" No% /n Ang /e'.'' ..... `v Weld .7 around A .' /Z•X /# Ga /v Bo /t ® 3'c c .............. ... Depress Guh•er• -•'�' - - .....2 R. Face A /e ° Conc. Apron `a - - -- __ TYPICAL SECT /ON -- - - - - -- 6 CATCH BASIN /NLET R No Sea /e R. C. P. - - -- ter_ -- - - -- -= . -- #3�a6 fW SEC7-10N D -D # 4 Ca 4 y +C 6+ Curb _ of T� f Curb of Curb° � Jransi{.nn in Cf:• �' - Transition -. _ -en- 1- - � 6 • 42 RC.P. /350 -D ' �19 yT 6M Cr 1 rG. •'�K'4 ®6 6•J•6C.F . -Face Ang /e ...,. ..6 „In.bt 410” Conc Apron 6, 4,0„ ....Ae 406 EW 4 SECT /ON "C--)Cl /'o' ..... / "x /2" Ge /v Boh` /V , v i,•T=ofCu b - Transition -� /NLET C. P. /350; O �� ��• ...` 020�` r #3 ®6 Ell' S -:ao36 - p2 i • ' • _— -- :: S• / • /O "'+ �O _ —S 0036_+ _ SECT /ON C -C 7'6° SECTION E -E A: • FORDHAM DRIVE : CONC. APRON ?_ CONIC. A. RON Oepress Gutter 4" • . � ; •� - Depress �. � °' .. jGutter 4" - - - - -- = -- --- --- - - ---- C IK4 : C p 4 LV i - E N 6" F- q Kf i 3 3 � .: • :.4 _ - _ of � R C P ^ - .'°• .0 O A /hambra ' ?. " ,* f F} Slope oFC �% /O" "jA Frame Cover 9:' 42 R.C.P. A /hambra 45'R.CP. • T �,� Frame Caver a' A - 1402 1350 -D or Equal d: T- d,, a' f.'Ne .:4':'•.,4!0.. c. .'.v i...'. ' .. � 4,.. -a •O.Q.:,-p ::. ,V III, :. ' ' �, • . , � PLAN NOTES. F/r A Slope bottom toward outlet of % Per /'O /'O" 2. Locate Inlets and Outlets as required. r Pl- A N Catch Basin NP 3 SbloWn. CATCH BA SIN N° / Scale _ a �+ z _ O Z7S0 SHE/ CATCH CH BAS IN � �N� 2. 3 � � TRACT N_ COSTA MESA, CALIF. - 1= tv4W 1956 D -3/2 OF .�.. -•. - . - . / - i y