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S-79-4.1-4.6I v, F en :a �y hair 42 d / y M r • , t, ♦ .,,,1 ,. 1+,r 'Y I�y +1"C,u yy.:yp I l� G f tf r 7 A L M 0 T F.. f ..': a� "�y m , r• {g�✓Y!, ' � srni 4 .LP.. �. -� �. f . ,rr, •4T.1�, N. I, Al+ -.wok sn.+lJ co>?f,n• t.� Li_. c.f o.ta 4._..e ,ar,d• .ls and ine.} .net tie approval of tnE. �LV .nginr.c , z ' :,,. ,"� ..:•, _ ., ,'fir` 'w'r'' ,. •' _' '� 1,i L`stceet stationing rerers to one center lane of ire street. { 3. Pavilrt3 and ease sectiana I.stt °l In the quantity estI ate ire fir bidding p,rpuses only and are subject to !-'vi sn!7 vpun eceipt a,+ soils test. 11. ul data refers to ,`a t curb. � r, r' �.� 5. Al wore shall be, pe,1 -rl 6+f <n accordance w, ill the standard spc�-ificatiur f;:r public works construction, current edition ;rRAC T ° 6. 'untractor stall ootan� arw request Inspection from the City Engineering nepartment 46 hours in advance � 10626 of performing any work. Telephone (714) 754 -5323 7, The anklunt of asphalt o'nder to be mixed with mineral aggregate shall be i.6 ' . by dry weight. The exact amount will be determined by the City,Fngineer. 1 b. Con+,ractor shall pay for the initial soils and material tests and any suusequent tests as deemed necessary by the City Fnq-neer. v 9, Wneru driveway depressions are constructed the driveway approaches shall oe constructed to pronerty line y�'t'a sad,` \g per ,'Ity of Costa Mesa tandard Plans. Location. type and width are to be approved by the Traffic Engineer y'- 5 -� ` u 10. All underground work snail be completed prior to any surface work in public right of way. 11. Street lights to be Installed per City of Costa !desa Std. nw 701. Final rotations subject to Cit W .Enyineer°5 approval, { Q ne 12. Street name signs to be installed back o6gr_p or on oraCl mounted street yr,t role H; rsty of fix' , Costa Mesa Std, Dwg. tvP. 606. sr a 13. Any City monument ties o, boron mark destroyed o- disturbed during construction shall be replaced. change in locat,un or elevation shalt` be reported to the City Fngineer by a Iicens,ed surveyor or a. d•i,'.' I I I 1 Y II" louse leaf paper line side only showing location and ties or level run, I - - - - - - - - - - - - _ J- - - - - - - - _ L - "1'1, Protect all existing utilities in place. -� ������I i See Sheet Nab 3 I - r 15, "Ontractor shall furnish and install ali signs lights, barricades and other traffic control o, warn;nq I o p I -- \ -� devices including flagman as may be required by the Fngineer. All items mentioned shaiI be ,n confonaanr+: 125.47' I I ± with the current requirements as specified in the latest edition cf the construction safety urgers, ra+l.lrs to_ do so mill be cited under 4pplicable sections of the C. V. C. and corrective 'osts to the City will ve 529.77 charged. I I t 16, 'antractor to verify all quantities prior to construction. I See Sheet No. 5 See Sheet No. 6 17. Mist shall be Controller) by watering. I I - - - - - -- 9 "vC.P ------- - - - - -- g °vC.P. - - - - -� t- - - - - -J I > ill L9 I C I o S E W E R N 0 T e S -- I --� I LQt I ( 1 CN + a U) LQtZ I d I � I. The sewer siystem'shall ccnform to the standard of the Costa Mesa Sanitary Dlstr:ct. I I I I I 11 I t/) > I d I �I 2 6" V.C.P. house connections shall be constructed fru;, the sewer main to easement tine for each building. I I I I I -1 1 In 1 t 3. idanholes shall be precast cancrete as manwfactured by 7ssociated Concrete Products Inc.• or approved equal. _ fia I I 0 I 1 > i I '1, Sewer manhole frame and cover shall be Alhainbra Foundry A -1270 or approved equal. s Q I I 5. All sewer manhole frames anr! covers shall be left 6" below finish grade. Q I I I l See Sheet No. 5 6, Ali sewer house connections snail be placed prior to surfacir•g of streets. _ ( ` - - - - - - - - - - ` - - - - - - - - - - - B "VC.P. 7, Sewer contractor shall raise the «;anhole frame and cover to finish grade after street surfac+ny is tmpl t :i. I - - - - - - - - - - - - - - - - - - - - - -- - - - - - J J I ------ - - - - -- + d. -Clay pipe joints shall be band seal type or mechanical compression joints• Mechanical ccmpres5oon ,.ants I shall be "'Hedge- lock ", "Speed -seal tlainlrne ". i:r approved equal. I �. + � 9. In no casq will jointing material using i+eat Purlland +e;aent, u,urtar or grout be permitted. -� 521.69__ _ - - 9' 111.51'- - IC. Stamp "S" or, curt) at sewer lateral loc3trbns. 11. 'Contractor shall request inspection frog the office of the ",strict Friglneer 'a_4 hours prior to co:L^anceroent Baker See Sheet ND. 2 Of worx. Telephone (71'1) 754 -5106. Street , r 141.70' 785.89' 644.05' 12. Pe`tmris required shall he obtained frwa the street '1eP:rtrnent, City of Costa ;4esa, 77 ,air nrlve. le•.i'5•I -_1G7. t _ n 13. Work not done in the presence of the nistrict `r +linear and/or agent is subject to rejection. .�8 "VC.P. SEWER 16" C.C. WATER t j Map Q- WATcR N0T_ES _Q Index Map I_ °.ontr-actor to have on job site copy of 1974 Standard Specification at all tittles. (41 Q. 0 � 2: 4b ho�.rs notice to be given prior to construction (714) 754 -5396 or 63i -1200. U \ Q\ 3. Bond to be posted at completion of project for 10'. of actual cost of water facilities to be held one year,' ri. All work to conform to the Standard Specifications of the Mesa Consul idated 'water District, latest revision, S. ?equrred separation between water main and sanitary sewer; 10' horizontal and 3' vertical. "ee Ctate Health Code for special conditions. All plan check inspection and engineering deposits will be 'made prior to signature of Asst. General Manages Contractor agrees that, tit, shall 3 S(e' .i t fns? i, .•le Espr >nSlb I t f„r "L it. 7. All water mains to be tested at 225 psi for 4 hours. ditions during Lie cot w of cunstr ,.t;,r ra-I. r l sufet" 7 `,il ,,4 f c`.. 3. 'false all existing valves to grade as necessary. that this require*ent ' ill .ipply ,t,n °, I, ,�, v or r ,tilt 'u < .: u,r ., . and that the crritraCtur °alai+ anfeol n,ie ire ' r '.T.,: rI 1,,.. { . y. A permit will be required from Ill Consolidated 'Water District for construction of water improvements, frotm any and all l,at ,:tr, ';A uirW+ " +" , d this project, exclpUrin, fir : +a::. +!fy ,t +, ;u ;..,, rr,; gr s:u i.:...,,. 1':. :nlfactur ;hall request inspection frov, the inspector of the Water District 48 hours prior tc commencement _ f r'.1rR ril l TION NC" V try ESTIMATE T I -Construct manhole per Costa Mesa �aoitary nest. "t d. 2 Construct drop mannule per Costa Hesa Sanitary 'list. std.I rnrrl 3a Construct 8" Y,C.P, Sewer Main 1665 l� Construct 6" V.C.P. sewer lateral 130 l� Install 8" C.I.P. Sewer Main per Costa Mesa Sanitary n,sil Std. S - iii 21 ". 14,41r4 CONSTRUCTION NOTES: 1.1 Construct b" E,. ^•.. Water main (C! as, 150) �}, 0- Construct i" l r ;,star Rain 'r!3ss i5C) O'(, rt. - '.OnstruC.t !.6`yd" tapping slr+Psa .Sill 6- La:ring •ddtv,:• Per I /, ^, n ':a -'t ! 1:30 a- Insi•aII C rn¢ }a•r par M.C.w.D. Std. Dw9, l lO - Install ii" JO' vend nt. Y Iq Insta! i ?" i,et r Per 'i v, I .'„ mar ? � Type n) O- Construct fire "vidiraiic asses.b,y per :I ^.,'Y,n, "tl, 1) 7, b Fac) l ^ instal l t'ir,ist of l per ". r, ". �. ltd, nwg• i { + y a- rh 3� I"staiI bioa -off per , y.n• Std ;nwg° 7 I each 14 Instalf u "xis "Y.d" flanged tee t =ach 4. Insta!; d "76"`;S" flanged tae ach 4r Instal! is A. C," f l anged adapter Z Far 15 Install 6 "X6pl flanged tee 3C3Ch Install 6' a•. ^,r" flanged adapter 3 'ach 6 Instalf s - :.es fIg.lift. _ 5 Each 6 ^staff, B/F fl9 x Rt. . 7 .- STREET CONSTRUCTION NOTES (PHASE I.) Il Construct 4 " A. C. over 15 " A.B. with MC -70 prime colt Ball 5t.1 12,200 SQ, V 4% la Construct 4 " A. C. over G " A.B. with MC -70 prime coat (RandclIn Av.) . . . 33,702 S0. Ft �L' ^19 Construct parking bay per Ill Costa Mesa Std. 105 1,453 SO FT. l�Construct type "A-6" curb per City Std. 301 141 ttM,f1 21 Construct type "C -8" curb and gutter per City Std. 302 444 LIN.Ir, o-- Construct "C -6" curb and gutter per City Std. 302 i,5 12 LIN.FT a- Construct 6" to 8" variable height cunb and gutter 79 LIN FT t24�- Construct sidewalk per City Std. 401 and 402. . . . 7,275 SQ.FT. 25 Construct sidewalk return per City Std. 404 3 EACH 27 Construct driveway "Type II" per City Std. 504 902 SQ. FL. Q a- Construct wheel chair ramp per City Std. 505 3 EACH Install barricade per City Std. 6C1 20 LIN,Ff, L ®--Instal I clearance markers per City Std, 602. K EACH �I Install street slgr per City Std. 606 2 EACH @)-- Install street light per City Std. 701 (5800 HPSY) 6 EACH *-Construct trench resurfacing per City Std. R01 360 $Q. FT. 7` 0&-Feather over existing Pavement to satisfaction of City Engineer 17,100 $R,F.T, Construct driveway "Type I" per City Std. 5C? 86 'O, FT• (�O___Construct survey munumiznt -C ^,M Std. 603 -Type A 2 EACH r i NIP hIIlr7rII'r'P"r 38 Install street lights per City Std. 701 (22,000 H. P.S.Y.) 4 EACH O Flogstruct 6" A.C. Berm - 20' Lin. Ft. O4< Construct inlet per detail on Sheet No, 3 I EACtI It Construct 12" R.C•P. ( 15 00 D) 330 Lin, Ft. Q tar ` - uct concr,:te backfiIl PPr L. A, C. F, C, n, Std. 2 -n 177 LUMP it 4� Remove existing block .va11 155 Lin, rt• block wail per City Std. (match existinc height) 12_5 Lie, Ft.. Iaisting opening to storm drain I Each )E7AtL_ SHT. 2 - I EACI -1 it � - ,y3• Ba Ill 51. 4 ' P i 2T %4" IMIN.1 21 P R . 3 2.4%x-9.8% _Miaim Z•• AS BU /L T. 9 123 181 �,i- ,kirk. el. 754 -5 9+3 DATE UNO:rR010k;N0 ,i?_U ^,TljRFi; 1 ' j IPE -R I ►r e Y /2sbo , / IPER FT.i� I "/2516o 24 4 "U. B. ' water line easements shall be gr+ ^tec as required by Mesa Consolidated Water District. i t Ail under ground utilities or st xto•,•„ r p c:,. .`," ✓ns+. u +r 3 r•. •• s.c,.. ADDED L" WATER, SEiZVtc_E. 3TA. 7485 4 °.fl-A• 9 +83 5jAe.W• 3 I � lira CHAN-lil FOCI SEAL. T<'b vA@IA®l._E AG• C5 \jr %Y 4 +55.160 Tb I;1 -It,. ?/a ? °- /P1100pD c0lil NOTE ® �' IAII-ET OETA1l_ 5%l 2 I I7 REFERENCE PLANS NOTE TO CONTRACTOR SEE SMT flits A11 watermains shall nave 3' -6" r.unr ,ue. cover to finish grade the nacurds exa,inel e e :sprat d w ", it c. axh'eir, +s,, +- :r., _ ✓::; RIGHT OF WAY ACQUIRED 4 U.B. 1" -4 ".a -- a- U, B. Typical Section - Baker- St re¢ 13. Protect allrexrsting utilities in place. RIGHT 0 WAY AGENT The Owner, by accepting these Plan' or Pnlcs +riy w,tr the uaro:rrene nrrsa:rf 141 ti, APPROVED BY /c'C� X9388 24 Is 21 StC-t• 4 +58.50 to Sta. 10 +92.10 14._ Service laterals shall be set to grade by contracts _,rior to the installation of eters and boxes. • agrees to assuiue habit +Lf and to •'xld unt- r;iyrd,,rrcdr„ for sn. dr+naggs resn-t'in; " >a the ex i stence of wrlernound utIi;tiesor sIilt Ill Ill efxai,r t0 In.— .Itit'S ined 4Ji Typical 5¢etion- Randolph Avenu¢ Approved: w t5. Install back flow device per strict 's 'toles and Regulations r ind,cat,3d,in the out); records (,,a,inl !orated it it �n:r Lt,) tS 1 id Or stxNwr 5ca��= 10' 16. aackfill material :vi!1 nave-a sand equivalent of 4G or greater. un. records exa , ,r•n• Not2: W'l'! 0 '10.82 fo s of 3 t 37. /6 The contraetjor .s +eq:{•e.1 to tall dui ura l!L.n + +, e_�.ies to rroteci the uliIiIias of Approvdl Of }f• al plans ar¢ I�z�i -li. 17, The sand nackftll'•will be compacted to a ninimunl 90i of rlaximum dansit.y 'ill cohtractur to provide structures shown svi any utlter it;1rt %es or stri,lt ,',.t:n,f 3t the site. It soli be tie for Phan¢ 1 eon5j'ruetion only Donald E. Stevens, Rf I1066 Date resUltr+ to nlstnC,(. contractor's responsibility t0 lly trio (viii 'S 3: vif, A:IIties ;pr structures Con4erTled - A d' 1965 PI A AS BU /L T. 9 123 181 TRACTOR WORK STARTED WORK ACCEPTED INSPECTED BY redonestart,ng,urk. - /-..A I' 7 i. REVISIONS NO DATE `- DESCRIPTION 1 4 8o REll DRIVEWAY Ta W=20' A-r Fill STATiollr SITE Ou RAA1C0LPAVE 2 Y /2sbo 4APP . f SU 7o * 70.92 A ¢ rivZl a Wa er- in¢(Sh¢¢ 3) it Driv¢wo loeat'i6r 3 "/2516o R¢,vI s¢ riV¢Wd Width Sta. 10* 10,65 }o 25' 5h¢¢ 4 � 4 Improvement Plans: Street,Sewer,Water p Tract N� ADDED L" WATER, SEiZVtc_E. 3TA. 7485 4 °.fl-A• 9 +83 5jAe.W• 3 rj lira CHAN-lil FOCI SEAL. T<'b vA@IA®l._E AG• C5 \jr %Y 4 +55.160 Tb I;1 -It,. CHECKED BY /P1100pD c0lil NOTE ® �' IAII-ET OETA1l_ 5%l 2 , TRACTOR WORK STARTED WORK ACCEPTED INSPECTED BY redonestart,ng,urk. - /-..A I' 7 i. � s - �Qrova aca,C ve. Costa Mesa, Calif, 92627 714 -631- 1200 Mesa Consolidated _Water District - Karl Kemp - Assistant General Manager Date Approved. Costa Mesa Sanitary District Prepored i Donald E. Stevens, Inc. 1828 Fullerton Avenue Costa Mesa, California (714) 646-8915 92627 Donald E. Stevens -District Engineer Date REFERENCES DESIGNED BY DATE CHECKED BY DATE Improvement Plans: Street,Sewer,Water p Tract N� for " I0�26 SHEET I OF ro DRAWN BY CHECKED BY FIELLB.>OK BOOK PAGE BENCH MARK NO 120 REFERENCE PLANS NOTE TO CONTRACTOR SEE SMT flits ELEVATION 39.25 - OESIRiPTION Ch 1� Q Cant¢r o Gun r¢ urn RECOMMENDED BY I�% A 1/% 1� (r 1 i 1= 7�ig4llr. RIGHT OF WAY ACQUIRED r- STANDARD DRAWING NO IDdj 9Q1, 3Q2, 401, 404, 405, 56_4 O 1 2 - - -- 60Co, 76_1, 00l - -- PLA11 UMBER "�' u•,'' 5.E cOrn2r _Bek¢r and Yy. ASSISTANT CITY ENGINEER RIGHT 0 WAY AGENT APPROVED BY /c'C� X9388 37y L CITY 0 �' COSTA STQ MESA DEPARTMENT QF ENGINEERING SERVICES CITY ENGINEER Nil, 91 =Koj.`v /MIM i.'v! I� .. -.. - a - ..4•+hr.__. _'*t,, .v a: . .1 ,, y "e 1 � _ " -_f - `y - T \14\ . ,. . ,� .1 - 11 a „ .� � y >,�:. , o. 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O _, r i7 d _ i - - - i -r rr _: �I P r r ' _ -. - - r Y - - z -r t r _� - + +c -y9 a. - - 1=t - o fi. d - o - ,- : _ i- , + 1 __ - - _ -- - _ �- - t �_ . _ _ - - _ - _ ...:_._ __ O i Cl i f - f. _ -: -� -S _ -_:_ ._ - , - ° , - r. _ ,: - - - - C - - R_ --C§: i j I- - _ �ti_ - c_ ran5. 8 cur , -: _ - �- - _ o i 1. __ - = . t : , - r : � O; - £ - i_♦- ._:. .. . : _._.._-' - - _- 4.. --. -. L ,' - I .+ _. . _,_- :.. ...... , _. _ -i 1 _t_-_. -,.�_ 1 _ - _ _. 37 T. ti , _ -7 y 1. Pro lI2 Exls. in rou a nil R N 9 - - , : _. -. s Y_. : -_. j L f - _ _ - , , - _ .__ _ _... _ -- - - - S , • - calcz _ _ : . : - - -- } , ,- , - - _ _. _ _ . _ i P o '+l¢ MEXisiinouncl 12.W Plan I =40 = f ~ } - f - , 7 -t - ' - - -- __ .: _. -_ ' _ , , . I : I z , , I F�rof la _ , . - _„ f_ I � �} ; f r - F _ , - : e. - _ _ - _ i _ , i l - - , t ,_- . t �/u r t. 1 = 4 Lt 7 - - _ _ _ _. , - __ , 1 � I � 5 - ro 7 8 9 10 Curb Data 4 = 89.45'50" _ _ "- - ,_ - R = 25.00' _ - L = 39. 17' . U \ � , 11 T = 24.90, x� _ �. !n _ t �T " :x � 53 - (�� SG> pl - -- 46' 7' i 1, „ N 5' 20 20' I 5' / 111 I 5;0, 1II -- f I „'� ' I �� A i¢r line nk o II I L 1 7111 t� � o - - - - -__ wa � f u n vv n 5 i Z¢ - u7p,_ In iln "� u l I Il it m�V min I IIIQ� III ( T, s' 20' 20' I 5_- and location Qxlsts along the 110 I ti r�' I � I '_, _ III L Il Ill ;;rtilnln II I,II / v 11 I G¢.n¢riii-)a o Ran of h Av nv¢ ,_ of- i IU Stamped nl ,I 11 �I , j X,G. i r �I andt Contractor or shallp r0 2C1. In 10 M I ` r III P 21 ' 1 �11� J I I t] _., I III fm II10._ 111 I +76.28 I III XII l9Ky i�h i"� ��." hlaCe Unl¢5S direct¢dPOi°�¢rvV15e +- �Q + l9 , N F �- +lU a° Inlu Iirni 5o conc. back III ; Io III�I III �I bp'll / _ e)/ F N III m �' \\\, ote: �. by owner, X20 1.. t -f f ® L + I 111 uI concre e nl I ": d I,G 1 01 III �I11 0 /V " 19 2 +64.72 c� %� iii010 0� N, III +i III �l ro� �O� ti; L iii+ ill on}� rdc or shill) v r7f to - -- f _ 8 D�� ' 111 - > 11 Y 4- q +� S.C. )q�q. - In nIR131rI ,2u ^ r �¢ t}h d i cation o �3gy�F � dI � � " � �$ Q In �° __ -' 01 N R -- _ - - - - - -- +, - - - -- i+ \ \ \1 TO bh m cons ruc�ion. � _ _- -_- _ - -_ _ -_ -- - - -- - - - - -- - - o +oo.00 III o, tip`' F. � F. � , rty I 9 Q �' - - -- __:_ -- - -. � %�' -- - -- -- - - - - - - - -- - - -- _- -- v .. �i �, F �. -- r., .; n�'` -.�. _ ���q�ry �q��O�Q._ -O N / 18 '�O� �� .�ntQf•SQCO �r� v. ��� Rte, / ��� a - - Int¢IS¢G Ion s q 0 q /o,. I�I� - - - - -- -- -- D R - - -- - -- ir� -- _ i -�^� .,. 0 . s s¢¢ cl¢ta i I below. w o �a �, Gro - 4 + -- - - u - -' -_ -__ _ -_- - N -- -- - - - - -- X1'01 °'I -� /(T I Int¢r_s¢O On_ '�0� -- N I R- - - I cJ raj future& �UA:°2 �` 41 ���-+{ �t. d - x I m - . -T .. -, -- - - -- v \e g, \ ¢ x I . d wd ¢ r mc3 i n / � _ - - -- - - - - -- - l -_ - -_ �/ _ W Tr a f 1.5 } t �F I !I I t_ N I Y , - N I I .r . % \. C / �rl 1 1 36 �✓ " . " ..: - -„ _- -_-_.. _ - •` 4`'r \ aI I J 22 m Ili 2 % \ _- _/ ¢x15 4 "wcaf r moin �/�yy ( ¢x15 10 ¢as¢m¢n - I� 96 \` / L .II Q_ III IInITII /"� �/_ /3Y/ /I\ U N 'Cyw I I I �� \� \\ __T rn s��/ +_ llkyTjp ;I �Im, U « �' �% 111 _� 2 �' O 7 III 'x111 Ill "I7 {{-��I y��}" /� � C 1'! -1 'Irlle f `1rC 1 III III " I IP'1 � `1' O i n Z 0 I' o� u o ul� Ill ill xlI Curb Data: �'. 2 Curb Data: `�v° ON . ll�i_ i� �= 25 50'31 O 'Or•art 4" ? r' ( ,r , ,n7 ;Ir_,r I 1111 i l IN K� + --- - - -- Q1 � � II rl'W�4 Q) 11 Illy = O d) Q3 0 = 104 °18'18" _ L9 +a (a strut: ..,� i,.ar ,� ':ty ts41�: "'. '. III i e n w o 3 �' III_ 3111 III 111 R 105.00 ' O.- �! R 45.00' a• [ r r t0� _ _ III (_j_ II III Z `1 I ,,.in 11, I L = 4736' �p 1j L = 81.92' � Ll1 unStr r± ; :, ppr ity `td. 3G! 0� M C T - 24.09' T = 57 91' Std. VO i ten' trurt ar ,: 'W 3Y Tr le I. - rn _rn O Wa ¢r Cons ruction ion Not'¢5 : , strut irta 2 't i ee tr per City std. 501 (w= 25') . N ® COnstruG 4" P.V.C. Wa er Main (Johns - Manville 01.150) Rri onstnitt .a!,•> 1 rr:a,r 1 } ;: ,- ,,tE =io.. 5:,7 QQ a = 37•oa'34" Ins aII I" Service Conn¢c Ion to Tract bdr Rando_ -- . h _Av_anuQ_ _ -- _ ® t t y') (�andol h Avanu(z --- -- _ ® R = 45.00' © COnStrVGt thrust bIOGk - -- - - - - -- _ - - - -_ -- -- - - - - - -_ ^9 install c-arrIr :l�±L er ` "it, <,:r;. CC! . (D,5=450 OO'l R= 10.00' G =4S °00'00" R= 10.00' = Stamped concrete T =4.14 L =785' `T = 5.12' © Install )510w. Off A5g¢mbly sc !nstal`I' rt�.,r.,nc� "3rKE',r8 pear City ^,Ij, U ", T =4.4 L =7.85' W - -_ -- s Q IW5TALL 2♦ sERViGE w/ RAiWel � PV6 Zroo 1 !n . 1 "t. oC5 / _.� -_ R./W. 1 - - - - -� - � 1 '1SLd11 Stre(:t 5 +4r t,nr r; � <y r al. j9' v M BR a�E Pwov� Alhambra Fdry. A -2012 �r %/_-. - -- __ 7 • 11 AC IL? 2 02 AP „ �? ^stall street l lyrlt :Der. r; ty C ±9. 7(" I ;sbC NP�yt IL. F���AL) 14 x 14 traffic grate frame �/_ '� � C U r b D a_t a : j+ �?y,. 12 3/2' r - -. -. - -- - - -- -- - - ---- A.C. --- - - - - - - - -- 0 A- 90 °00'00° 1 1 97 2eb ConI C.. A C berm - x � `3s - R =2,00' -. I _fit ©p grate ---- 12 "'storm drain Const nlet r detail hereon. 17, g 3 O 9 09 3� _ -- - -- "' I Q� n Con c. G: a7 Cogs 12" R.G.P. lspO p corm drain. -r, A O 0 �,r' , �, I R O 1 ti I (2. P. ti 1000 D 0 6 N 3 O A- L- 3.14 t�_. _ ) t �R�\ �, O NI 9 A\ *0 O C ". I Oa•' C T 2.00 l I l \ I Co n5 . C c. b6CICt 111 pczr L. A.C.F.C.D, 5rd, - on'?. . _ - -- - -� !t j _. -- I' < c- - -N _ _ - -_- I i "\ �C`�� Cons . surv¢ monun1en - CCM 5jd. GOS• T A. _L < - - ` • 0 G • 30-41I00" I' I �- 1 . � N � ) t__ � - -, Improvement Plans : Street, Sewer, Water for - g g0 - - -- - -- - _.__5 u2 u_ ,3 - - R • 25.00 I -I- . O B N m �9g \O 4 L 13,39' l I _ SHEET ��T ---- - - - - -- -- - -- -I �0 -- - -- - r - �N Randolp} -� Avanu¢ 3 OF 6 .� C O a T: 6.86 I -- -- -- L� _- _�_ _ - - -- -- - -__ _._ . -- ' __._� '- _ 'k 4- 90 °00'00 ", = in i 1. o _ R-1•�0' Storm Drain Inlet Tract N� 10Gza PLAN �!° NUMBER I ­. -6- I I _ _ _. :,..111;'1 __ . N 19 -rc,:, F r3 '28/572.,'74 o SCALE I" = 20'. t m L _ 2 S6' ___- .� :. No S a I o T °6o' • CITY OF COSTA MESA - - N : ` DEPARTMENT OF ENGINEERING SERVICES Curb Data O I R= 105.00' ID w L r" L = 4736' 1 � emgn I- I`c2 �1 c . T = 24.09' Existing 30" R.C.P LL 4LY F -� " "' � m w Curb Data : m m m N ProPos¢c� in1# Lam\ p = 104° 18' 18" i p. m p 89 °48'18° `t OC I I /, r `y U Fa N b�1 R 45.00' v + Q R = 25.00' OV U 131 20, Storm drain catch 6asin.— rnm 03 2 0x (See S.D. plan. I ` _ Y � L 81.92 0 H � . L - _ / , z z L 3 9.18 I 1 - qP' T = 5791' w � O - I I I hl `� cn U T = 24.92' I -- No Q.: u' i ! J >� - -- - - -- - -- - -- 24" RCP storm cirdin- `— - Z -- Or 3� p - 37 °OS' 34' -- - - - - - -- On -glte f¢va 10115 for r s a 1 n ,_ - > ¢ } f /I0 Will b¢ 5h4owri onrT� s¢ z�ra°��{¢ figq a in d ,{��2� o L = 29.�� /� 6� <c�e ��� I iii �3@ � �� ,E 1tnn -Which Will Ind ica a prbp6s¢�inl¢f d — - -�QirD- � c, — -_END- CONST _ T d 9nd paving r¢construc lOr1. O b Fy (�_ -____ N.00 °02'25 "W. 4%/ a. _Q 3< yb 0b I III I i 4yIF r_.- to header 3 $ -STA. 11 + 12.60 � M F ei�' - - - -=- - - _ -- - - - - - -- _ — _;.111 I • � - I 3 � .. - — - 2 ' ` clll I :. m Curb Data : a I I U. r Curb Data: - I III I ���� ^o NICY m -- I s A = 89 °45' 50° FQ d / STA 9 +92:55 E C. ?1 ti0 ±IU + � = 90 °11'42" '� � 1 � O � I- III / STA. 11 +43 13 — I - O U I K� R 25.00' �� —qG - — - -� -1 �b I O ( Q W R = 25.00' 1 1 <. IIT �� III CONT. AT RIGHT _ 4- to I L = 39.17' Ills c'�b F. Trac t3dr N Q L 39.35 1 I f 6�n b1 111 1 t / I II I T 25.09' al l i T 24.90 III l ! 3h III SIQ r drain catch basin.- 5¢¢ at right (See S.D. plan) I iii III 5¢¢ at I¢ f _ • f . ' rgHSTRL1rT!'?N !1C'1''S a Randolph Avenue �nstruct I over o C. +h 14 . -7 pnme coat _ iii -l' n i" � r g wi r Q Randolph Avenue _ Q C struct r -h" and gutter per Cit t8, .N'1 { Construct hive wa y "T yp e II Der City y )t � ` � W 250 ®O Irstall clearance n.arkers par City ;td. 6C2 35 Construct driveway "Type I" per.City Std. VA. :�' O eaove zistirtg trbock well ` non- r,'ta:ninri blOfk 4atl per SRty Ctd, IC'Mt°P 4 %eSt011Ph¢9At? ORemova inlat and plug ¢xistin9 opznin9 to sf ormsirain. - j Improvement Plans: Street, Sewer,Water for SHEET Tract No 10626 4 0� 6 PLAN NUMBER 1 , CITY OF COSTA MESA DEPARTMENT OF ENGINEERING SERVICES v I , � � I i � , . . � . I , I I A I � � I I - --- - - I - � 1, I - � � . � I \ . I . � I I . i � � I , � I I I I I I � I � . I I . .1 I I I � � . I I �, , . I . � I e 1� It 1� , . 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T_ � � - -- �­� -- - - ­1 .__ - _. - __ _== =_ !!::L 6 1 - i I-'* ;-� - = _- l' F -_: �-. , , _� - ,I _- I --- I - - -I- _T . - - - _ _-�:� __ - - ____ - - -6- 6 ='. __'= - ---I __ _�._' -I �_,�t__,_-4, ��L --I . + - '_ � - - __i___ __" __ - * - ___t_ -::I , I ' ' � 4 __ I- :�g� zi _. - __ I - _1 - . L i; I __ - - - - - , __ _= __ - - - I ­ - ___1 . - � __. I � �' __ - - --f --- �_ : - - - I= = ___i.. - �- : I : X --I-- _- �. - - - - .� - __4 � -" --- - _7776t� _ _Z7-7- - - - __ - - - � - I - ---T---T- 7-1-- ---. - - I i - I __ - � - � I � __r__ - - :7'Z. __ I . , vt = _: � ;_ __ .�4__ - ; - , -1 Z7 - �: I ___ � ­1 - ___ I_ . -4. 7 = . �_ � 11 - - � :__6 __ � -__ ' - = = ­ - "___ - __ _F_�_ I __ _4____ - I � I - __T_ - ­ - I __�-_=_Z:J:L�_ __ __ __ __ - _____ _____ - - r: ------- - - � --- - - -r� -�--- �-_ '+_ ! __ ___ - 7, I - _ - - - - _ -, - � ­ - ­ 6.1 , - -t- - _t_ - ,- ­__ I ! - i - A - :;,- -:r o 1 - - _� _ 6- � I= - = ... - - _ _� � f;7 --_4_4 - � I - _.. __ i 6 . 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