Loading...
S-72-12.1-12.5STA. 2 -linaoZ Td szA sAez_4e PLAN AND PROFILE r 60 STREET IMPROVEMENTS ENGINEER:, 34 30' IO' ` 20' pp' /0' al. .. , .. p , D AT E R.C.E. 16916 NW ,R0uNO THOMAS A. KING aa I'MIN V, P� SA CO DISTR % ICT corvsr. s ✓E RASE D /TCHTODRA /N MANAGER - COSTA ME COUNTY WATER STR T _ ,¢ x g tovV6dT.�JY� 974' . THE CITY OF COSTA MESA; ORANGE COUNTY,.. CALIFORNIA. ^ �- � XG ,f!FOl4'L�O r/fA0 A'Y . 7A B W /yIC 70 PR /ME OAT I sTq�� �.... CONS CON CURB GUTTE TYP " T LAN N0. o sr. c c a R EC PER S O P Z 60' APP OV E D r p DATE CONST 4" THICK FCC: SIDEWALK, PEP STp, 0"NN>? ,Vl ° 30 30, T YP /CAL STREET SECT /ON' /0' � 20' 20" /0' � SAN LEANDRO LANE ►, I I �-� /VATLYP4L ENGINEER" COSTA MESA SANITARY DISTRICT pia — -- / o' 1 30' �'� ' , ,TA�1 - a _ --�` -F��� J,>�� �- ; . '� r"; ° .;� 4� I APPROVED D AT E 14 0 20 10 CONST 3 "A.0 O ✓EP t •• " . _ i "' 7A. B. r 2O PR /M� COAT G,PAGL� .D /TG// TO G PA�iV 2 4 CONST CONC CURB GUTTER T YPEc 8 PER STD PLAN N0.4oZ I C/L A/ai CONST 4" THICK PC C. SIDEWALK, PER STO. 41Z" �X.B "P�- � TYPICAL STREETSECTION SAUNAS AVENUE_ .rte ENGINEER CITY OF COSTA MESA ` -, \ a'MfN �• I'MrN SAN LEANO PO LANE u co/vsr.3'a.c DYER — S774 � {7ZQd Ta sro �><��3a Q�� / APPROVED, i�i (ih2/I ( 9ATEf!z2;'�?Z 7'A. B. W Me- 7o PRIME COAT ro I . p CONST. CONI. CURB GUTTER TYPEGB PER STD. PC 4N •N0' W ` �/% ENGINEER I CONST 4" THICK P. C. C SIDEWALK, PFJP STQ i 4A/ 4D/ TYPICAL STREET SECT /ON L_ _ _ TURL OCK DAVE REDDING AI/ENUE 111S-4z 14 0,PwE �g 70 7/ 72 73 74 75 Z I GENERAL NOTES 68 ty 1. 3 I 1. Stationing refers to the centerline of streets. r e 2. Curb data refers to face of curb. Mox. 8d. =8c f/6 "For D= -33 a,,- Less © 3. All work shall be done in accordance with the appropriate ,< �,P /YEIYAr OE %f1�L gy B e ^vcv - - -'" Al wv� w- -nit/ 4 provisions of Sections 10 -94 inclusive of the specifications /vo sc4c6 /o' 67 1 M.H#' entitled "State of California, Department of Public Works, tUFLOCK DRIV A eLA v r ,N n HE and shall be " th k •� I � � � Division of Highways, Standard Specifications, /o /9�r e r SEE E NO 4 standards of the City of Costa Mesa a completed to the ::. /! I satisfaction of the City Engineer. � 4. Where driveway depressions are constructed the driveway approaches /O 9 8 7 6 , \ 5 shall be constructed to property line per City of Costa Mesa _ .. _ P P Y P y co vsr ✓r Tin L Ins standard plans. /2 s:• • <;•. 'c•. '-• ".:� 62 0 63 .• : 1 14 15 16 l7 /8 19 20 - -- �� g e edding 'A " 64 / 3 1 �- -I A a I 5. All underground work shall' be complete prior to any surface work in public R /wm,,". 6/ BEDDING DETAIL "' ex ° FN CO,VST. O.r / ✓E/f/ -11�. AEA! ST,O .mt,nv /V- .503 - - � p MM#' 3 -. — r. � �, -a �.e re•A c wore � F� , G. Fire .hydrants to be installed shown thus»+ STORM DRAIN � S£WER z W - -- B.: v c v w Ex.MN A" �!N' /i 7. Parkway trees will be planted in accordance with the requirements of th¢ C.ity t /VOTE !, REDDING AVENUE y P QUANTITIES TRACT U/v' /T= � r W t � w of Costa Mesa Pork Superintendent. !I h THE 6245 Bedding ;4 shall composed of sand, No. 3 or No. 4 t 60 W 1W ®SEE SHEET No.3 � Z Cr J y P 9PP Y Y } a E; Q k " rusn d rock or ave/ yr ocher ronv /or moferio/ r H//O /T /ONL1 L GENEQ4L NOTES SEE E3ELOW 3'ASPNALT CONCRETE DYER 7 A.B.} Go/ S.iS 9, _J ov �• - - - o mo be s E =c/fled or otherwise° a roved b the C- /d I� _ __.___ En_9717 er The r77ox /mum S /ze rock org/-ove/ sho / /be 3/ 30 29 28 27 26 25 24 23 22 2/ Z Q - WATER - - 1 No. 3 for pipe 27'in d�ometer anal /a/-- er and No .4 � l � m 59 AGGREGATE BASE 99// TJ/vC 9 3 1. The water system shall conform to the Costa Mesa County WATER for pipo smo / %r than 27 m diameter, !f beddin :q" s a 32 DISTRICT standard s cifications t PRIME COAT: 3035 r, i. I / pe , not required, p/Pe sho // be P /aced on votive so//: �' 33 34 35 36 37- 3g 39 40 41 42 43 Qn Fire hydrant Eo be 54. Rich Rich Von words 6e ca��aas�0so�o/oiaffiei- , - W Z? cam lets With 6" oEe valve on bury. -_ -- As m vy 6e s��cifi� ai a>�ieitrcre 59 4! < W ah P u 2 W f_ ( CON[. CURB GUTTER - g" TYPE, L -8 „ 5/04o F o��rcre� Lsy �iie Ei�i�C�r- y y R ,\ J L SEWER CON[ CURB FLUTTER - 6" TYPE 'CG 85 L.F. - --- - -- - --' -" -- - -- Sq q ° w a F" „ , 1. The sewer system shall be installed to conform to Costa Mesa F LONG: CURB ¢`GUTTER - REMos/•4L Fa.PL7.Pi.YEW.4 ✓s 57 L.E - �/ �. _ _ _ q SCALE i =100 j CONC CURB ONLY - 6 "C.F — - - 79 L.F 57 e "VCF SANITARY DISTRICT standards. - -- - - -- - - 1 MN #5 MN #� n�N�/ INDEX IV1i4P 2. Sewer Systems 6" V.C.P. house connections shall be constructed from CONC SIDEWALK -4 "THICK 17 z 53 F 7 FF R I V E - -- ----- - - - - -- - - -- - - -- -- -- TALBERT AV. 3 �� / the sewer main to the property line for each lot. The developer CON[ CROSS GUTTER - B "THICK 757 SF 56 SHEET NO. 2 shall furnish the sewer contractor with a "Plot Plan" indicating the CON[ DRIVE APPROACHES W =rG f n' ZS' 8,57/ SF Q recommended location of the house connections for each lot prior to LOCAL DEPRESSIONS AT CATCH BASINS _/?19 51. SF -` SUNFLOWER AI/, q S5 54 W the sewer main construction. All sewer house connections shall be _ 52 51 50 49 4B 47 46 45 44 U) placed prior to the surfacing of streets. All sewer manhole frames REMOVE, SALY46E eRELOCATE EXIST. BARRICADE I EA_ + 53 S.F ° N _- O / _ _ and covers shall be left 6" below grade. The sewer contractor shall N raise the manhole frames and covers to finished grade after street REDWOOD HEADER - 2" x 6" 374 ,.. F. surfacing is completed. CnNG, s /OE�,QL.('- .PS�r.4L Fo,PO.Pi ✓6rY,4 ✓s J�•s- sf � h ,1.:: \ %.) : .• "; : •I:.. STREET SIGNS B EA. R r I 3� I 3. Sewer stationing on these plans refers to centerline of sewer only C� Gnw G� p� STPEET G/Gf/TS /� E,4. N 4 6245 $ GENE"L NOTEV coNrQ Q� shown thus ofoo - i f'Q �A'w 4✓ TPEES 8sr Eq 4. Sewer manholes shall be brick or precast concrete as manufactured - _ _ -- ADJUST MANHOLE TO GRADE 1 EA. by Associated Concrete Products, Inc., or approved equal, STREET EXCAVAT /ON _ /2,070 1 y. L 9, CONTR=71OR59ALL OBTAIN A PERM /T RPIOR TO START OF41VY CONST vCT /D/V iV v LW O/ GO FRWY. 5. Sewer manhole frames and covers shall be Alhambra Foundry A -1270 or - -- -- - - - - -- !O. CONT&ACT09 SHALL REOUEST IAI- PECT /ON FROM THE OFF /CE OF THE CITY ENG INFER 48 NAPS. RQ/0.2 TO CoMMENGEMENr OF ANY woeA-. pl. 834 -5323 approved AO✓vsr ✓UNC7/oA/ s7.FY/cryaF 7o CP.'OE / EA. B4KEF ST. . PP equal. -- — - - //, THE CITY OF COSTA MESA W141. PAY FOR THE /A/ /T /AL Soil GMAT[.. TESTS. ANY 54WSEQUENT Soil CMATZ. TESTS, DEEMED NECE55A,2Y, DUE ro • 6> Clay 1 " " __ -- - FAICuRE OF THE INITIAL TESTS, 'WILL 06ArTHE c0AjrRAC7oe.5 EXPENSE. - y P Pe joint compound shall be C.P.L -2' , J.C. -60 , Mechanical - compression joints shall be "Wedgelock% "Speed seal," "Mainline ", or - - -- - -- - - -- -- -- - - - - /2• CONTRACTOR SHALL BE RESPONSIBLE FOE.' - P.POViDiNG C ,VIA /NTA /A/IAIG WARA//NG S.GNSi - L /6HT5, 4 FLAGMEN IN ACCD.eDANCE /V /TK THE STATE aF `- - -- - approved equal. In no Cdae will • Ointln material - - ' .-. CAL/FOeWA DEPT OF PUBLIC WORKS ivMANUAL OF WARNING S16AIS, LIGI/7S, G DE✓ /CE5 FOR USE /N P6PFO,�AIANCE OF LIXJ,P.r UPON fIiGHN/AYS" • Cement, mOItar Or grout be permitted. g 1 using neat Portland 4)eEA MAP . l3 THE AMOUNT O° ASPHALT a/NDEZ TD LtE A?AYED w /THI THE M/NEdAL AGGREGATE SHALL BE �G= BY D?Y WEIGHT THE EYACT AMOUNT W /LL BE 7, THE CONTeACTO¢ SHALL OB TA /N A PEeAUT F02 SAV. OiST. NQ 7 PR/02 To AVY CONST. ON EX /ST. /S" V.0 P. DETERMIAbr.0 8V THE CITY ENG /NEEC, SAMPLES OF THE P VRON -D AGGREGATE SHALL W SleAIIMO-- ra THE` cITY eAlI Iv_rEe F *)R 7L`5T/NG /N aPOEe THAT Ivor TD SCALE THE PERCENT OF &AiveZ MAV 8E DETEemmlED Foae (4) DAYS IN ADVAN6E � CON5TRLCT /ON. - 8, STAMP "S'" oN CURB A7 SEWEK LATERAL CocATiONS. / F(y- '�+//''�'' //��� /j /� 14• STREET L /6HT5 729,9e INSTALLED PEe C /7Y OF COSTA MESA STD. PLAN Ns ' 21. -THE F /Ni4L LOCATIONS SLA*-CT 70 C /TY ENG /NE6P5 APPAV;IAL. SHOWN THUS: 3500 LMV 9• C0A17XACT0,e SHALL VE:el" ALI EXIST. FLOWL /NE ELEVAT /ON5 PelOR TO T,EENCHIN6 FO.e SELUERS. - `Lr �/ G� / 1 z I S. S7XEET AIAME SIGNS 79 8E INSTALLED B4CR OF Cuea ae ON SkAfT A404NTED ON 5TeEET L/6HT MXF •PER CITY OF COSTA MESA 57D PLAN N -9 606. ShiinrvN THO5 © - - /O. CONTRACTOR SHALL REQUEST INSPECT /OAJ FeoM THE OFF /CE OF THE SEWER 16. CONC.BLOCK WALL SA-IALL BE PER CITY OFCO5TA ME5,4 PL,4A/AII"49 DEPT. RSIrVI ZtfZAlTB, snN/ra eY D/STZICT EIVGInIE-E a 24 HOUeS P2IOE TO GOMMENCEME/VT B " ✓C. P. SEWER MAIN 2272 L.F. /7, ANY CITY BENCHMARK MONUMENT Oe TIES r14AT ARE DESTROYMOR D /ST[/RBED DURIN6 CONSTRUCT /ON SNLILG BE REPLx.C40. ANY -WdlywE = -% - -- OF WOR�C. TEL. 834 -5400. 6'VCP. LATERALS _ 2233 L.F. INLOUr /GaM OR ELEVAT /ONS$N,4LL BE,REPOerED TO THE C /TYEN61NEER BYA L /CENCED SURVEYOR ON Bye // LOOSE LEAF PAPER «' F /QE NYOPA/V TS . PERMITS REQUIRED Sf%ALL BE OBTAINED FROM THE STREET OEPA. 7M__/VT, 8 A!G.P. SEYVE,P ,lilA/il/, CaArC.,PE1E E,vc,4s'E,O _ /3'7 L.F ONE 5 /DE ONLY) SNOW /�/C7 LOCgT /ON AND T /E3, OR LEVEL ,PUN. G ✓�f' LATEPALS,GoNCPETE E/t/G.�CSEO 2<�a L.F : /8. morecr ALL EX /STINGS UT /GAT /ES /N PLACE• 77 FAAEl O,e1V4 -, COSTA ME3A STD. MANHOLES J/ Eq. —� - GATE �q L VE f I YQ TER 2 L /NE /9. 99VIMG AIVO ease SEC -1aV L/eTLC0 //V T//& GXd9NT/TY EBi/.t49TEAR6 f?JR ,9 /.OD /IYG A.'/R4M,6.5 0NLy AN!> Oi?6 3L/9/ECT 7A Y/S /orll 41,4LW PEC6 /PJ OF.f7 /L0j�6T SEWER MAIN /2 LF -"(]""" MQNNOLES'EI/UEPL /NE C o s Tit /CIEs y . rl WATER — STREET L/GNT /' A S BUiL-P � -ro6 c- 2( 11173 8"A-C. MAIN 1708 L-F. ro' 4.0 MAIN _ /Z35 LF• A STREET 5 /GN •• 8 "GATE VALVES - -- _ 2 EA Pik 6,:GATE VALVES 3 EA. 1 1" ENGINEERS NOTICE TO CONTRACTORS: BENCH MARKS: clrK a� COSZ4 MESA 0,47-U/Y! ✓ < ' FIRE IHYO ANTS 4 �` THE EXISTENCE AND LOC' OF ANY UNDERGROUND *Y8--149 - + ON SOUTH FACE OF 42" STANDPIPE, 75' WEST + SERVICES 74 EA. � ' - CONSTRUCTION RECORD +, METE,PS 75 EA. UTILITY PIPES OR STRUCTURES SHOWN HEREON OF SMALLEY ROAD a 20' NORTH OF C/L INTERSECTION OF CONTRACTOR: CITY OF COSTA MESA, CALIFORNIA -- ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. SUNFLOWER (WAKEHAM) a SMALLEY .__-___ELEV. 33.29 STARTED: COMPLETED: -- TO THE BEST OF OUR KNOWLEDGE THERE NO EXISTING STREET � REVISION - , UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE­ 38 2OG- P.K. 1N CONC. BASE OF COR. FENCE POST OF DRAIN- EE IMPROVEMENT PLANS , N . DATE DESCRIPTION BY CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTION- AGE CHANNEL FENCE, 90't WEST OF C/L OF SMALLEY a- TRACT NO. 6245 AR MEASURES TO PROTECT THE UTILITY LINES. NORTH SIDE OF SAN DIEGO FREEWAY,_____ELEV. 30.55 5CALE; RECOMMEND SHOWN AND ANY OTHER LINES NOT OF RECORD OR DRAWN SICNEO BY = NOT SHOWN ON THESE PLANS. LAPPROVED BY: TITLE WIN R: _ r _ , w r it 7S BUILT PLANS 4 .. . M K_ a A a a.o_ of . :. + r c w. m - _ . . SHEET _ Ma MM NOR INLIk AWE main It, ��� - long Its a Z Q cc U I� _ - _ _ _ s . - -- - - :- - - - -- - _ _._ - _.. t O / 2 { h 3 4 5 6 7 Curb Doto 0- Cur 1-c b Do�4 E .Curb D 7 o O�d= 39 °41'29~ Od= 6 °4624~ Od: 39 °4/z9 c;, k V /SALIA DRIVE REDOING AVENUE �i; tV C',: o ° g Curb DotO Yt R= 60 00 Rr 650.40 . R= 60.00' Cvrb Do to / •:i: c ° ! Od= /49 °52'37 L_ 4/56' L_ 76.94, L= 41.56 Od= /57 °28'38" > eeli S N� IS See Sheet Na 2 S hee t r a *=<': , " z T 2/.66 T 38.46 T 2/. 66' V��a' I N ve7'odao6 - R4" 40.00' p' , R= 40'00 � tf' � '0 \ � cL: /04.63' 3� �•q 5-9 O I 6O ^ L= /09.94' �� by V Curb Re t. Data 6O Curb Re, oata Curb Re . Dat4 30'6 30' Of v 1 ? Curve Dot a V1 S� ,(A rp2 N 1 �.' 1 d= 90 °41'47" d= 89 °/8'/3" d= 90°•0000" - nr �l lL J a�`! v ° ,. { (o / a d .. � Q (��. - R= 25 DO' m 20 2 R= 25. DO' R= 25.00' `! /Q Q` 17 a2 a6 -�o o l� �'1x c�5. �•/ 4 r , i �4 ,� v N a 44 �4 i I� 43 L= 38.97 L° 39.27 2/ § 5 % ,5 .OD' . '' Q -' m L = 207. /3 �' s O ¢� m L 39.57 qi z o /i= 40 " 1 " - �es� cr - �i �� 54 G Z ~. qj t� T' 2531- Nf I I i 24.70' T 25.00 o� Fc•P. ml cF'a' 3 4� e iN <.. , -- : - \• Cp .`' .f ,.. sr64 0 , _ ,g ... ,,,� .�. ,r.: /l el y Cu,P.B of7r.✓ Furr/.1'E r✓�riMAT6 c�sB DATA N i ' 3 E vo J $ L 34 SO L 4P H d' ( o i , 84 93 j; • 94.90 85 00 a i1, i iF` ,: .� s X •• h� `: % .� _ st /�Q "%� ... .�i�O /"Z V•1.. - -u. • h Q 'P' G5 047 -P= %5r00 , 41v'76 /cl x.GB. Q .y ti N EX1ST, /MPs :: , n O : a V / B :� A V •.�,� �_ � A w. - -•- -:'. �'�' c� y,w; .� , ,. ..� N ' : -Q �• OCurb Doto• ._ W O ' Q 3Z 52 d N �O �`. ` ((J d - 36'52!2 Join Ex/st- B 4C. PYater�- �, r tall 2x6 "Redwood Header LUG a'6 �`pI Sv r►' : s{ . 2 V\ rye'• - a �� : � .. ie R= 60.00' S�Oy Q/F GF L•7/.43' L =69,/5'-1'„ ` �,R- 6000, �' i Ins r L = 9.3�4C3 ° v� (Q� 4 2 ; qp ` w H L = 38 6/' sxbaE ro o eoiv ��✓ro 4otr GP4Di� w r .� I \ Ig G aitr otx v ,We 7w. ass i T * /T. fra h s� li `' �c V $ 74 T 20.00 h/ >' q c� tls 4r .V 1 W m 2 �Q I Curb D h7 d• !e Z <j x' _ 0o- d /1 e3 33" O t!� o 69000 3o N L ND 0 , 32 L= /3758 3/ (ON ' SA EA RO LANE r= 69.02 O ff CU.PYE LL/TA i -d h Q- 6o ~.co:�^ d! G£GlYrT 0.4L4 "a r �- c=urb Ret. Data Curb REt Datq i p. 3 - VS `45ata' of No.2 d= 771415 d= B2 °59'32' e 5h et fJE G= 7o.reB x V /$A J R: 25.00 c /q 25.00' r 'N A 3.70 VEN Sr4~ O,e,01A/ 4M.0 SEN6t* TO ♦BE PB� 'W' fW.VCd L Ts _ a T= /9.97 T= 22.11' R _ VISALIA REDOING SCALE: 40" DR AVENUE CO S RUCT /ON NOTES <� O Q.G. PR/Iv1ECOAT g L3�VS1 LOC!!C �E.�P�SS /Or1/ EP L :A.Ca C n STO 01/ER 7 "A.8. WI We- 70 GONST 3 CONST. CONC. CURB GUTTER TYPEGB PER STD. PLAN NO..OZ 9 /iYSr/lLL , lq.� .PA/G E.P 51V AID. GOl O (USE EX /ST. FROM sm i 30.00 TURLOCK OR) ~ O CONST. 4 THICK CONC. SIDEWALK P" STO PLAN N' 9d/ /0 LAY WYES FLAT - CONST. B "V,CP, SEWER MAIN W/TH STD. MANHOLES AND 19 LAY WYES FLAT ENCASE LATERALS PER DETA /L SHT. NO :2 6. VC,P, HOUSE LATERALS ' /2 CoNST, coNc SEwrR ENCASEMENT PER DETAIL 5117711/0. 2 5A CONST- 6 " ASBESTOS CEMENT WATER MA /N GAT£ VALVES O FIRE HYDRANTS TYPE :4 "AND HOUSE SERVICES ON OS - GE' N7 A s ,. _ 5 C ST 8 ASB6ST .NE iY TE.Py1,4//✓, GATE v.4LVE , < �,R , ,yYORA1t/T.5 T/''�- .4 AN.O llazls toNSr, CONC. cRass -,curt ER PER. STD;. PLAN �- ° NQ - .403'' X. P,QO -,• . , l3 B ✓�T17�I L�Q/N 7?a ¢E 7Ltl.TED /N �.,4CE .... •.,. ,: -, ss�Eesr.vp z 'rcv�r �rs.�, arms s7PJ,PMO.f54 //G�"iM1::IiV,Y i�►.� ma7�T 7 GYJN T. Lb.IVC' -C!/P R! T FE C o �! S B �` lT� E" /' li��P STO .SZS/ 3Cx2 <, d ` C'GW9T. 3/ EW / 4 .4LC.2E17lQiYPE2s7uACAN IOQ . ,,'.,° ,< � 6 , O ,. O - a _ . , n , - : _ . ' .. - :. _ : /iV,t•�;gC �• G O»' O N N' /1' /.r /® ,rCd' s ./.tFJ' AT 4f a, , .: , , .. a ; _.. � 5HEEr S of .. -. r ..: 3 i. e. .a. v - a x.'- ,. ... _ < .. „_ ., -. _. :., ,... ... -. l.: .,', '.._._.. .. , .. n'.. a ., k. :. .,.. ,...w.,. _..n . ... o .., -_, „.- , ,.,. •.....,, •.., ,.,. «<v .«2..... ++.,. a. •>awa.ex .r,. .....< +G,;.,.._ r m... . .- - ,., :.,.. Y-'... - .....,. ... ., - s .,_ :: (. - -, ....... .. w.._.,.. , ... ,� •-- 6.. .e, rk.... .. ...rv_, :,,.....,_ .. .... -...,: laa, ...,.. ._. . » , k,,. oG.w , .,. .. . ,V:...m. F -.«<«. ,. .♦ �::..sx a':6`Ul«6;:*..1Lr.� .a: -:l #+. .,_,_.:. ,r3Fni.. .R:.,.i~,�k:: «i,.- ..._.�'e.... r ....,.asu••',..,, �Y'.w.. .":i,. ,... ::. .,. >. _,.., - .. _: -. L j ..,r." ., - -,.; », _. .. ... _ .... � .wtr c. -. .x- .,,. 4."sea It •.._ ei.u.aw.a..._w. .eK -..., ,_ i