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S-57-9.1-9.6. .. _ ... .. - -.. .- .. ,_ -_.. _.. .. ._ _. .. _ ..asec- s._R -.�,x. - n. .. .._ ... .. _ . -v. _- .. -s�_ ..nax_- - s:a_r..ro-- T, _.zw.- r ... .. , , .. ...a. - xYma+•_ -._ 4 . , -._ _ - ,. .,.- ...'*>' T _ -:. ",s^, _ -s. . ,-. r. :aa. .. ..� -.,. smex.. -?ai , x -w.:w- .c*. r*,^ware�. c . -v- - .... ..... .. .<:mrr.+�.a_'v., -w , ^`aA•^J , . - 9....e.,...,mys ^� . .a : -sue -s. ... . <.. . :.. ..... ".:.__.w...+uavc.,, a °..a...m. Q STREET IMPROVEMENT PLANS ZI -rr�nr a X ; �l0 1 x 1-� 7 & �OR V �- lu' ,. I.. ... �� I - ' - I ;1 1 EXIST FH. A. 4 I `l EXIST. B" V.C.P', EXIST, 6" WATER MAIN EXIST. B "V.C.P J Go, : EXIST rH. - -•t , ` w 30' 30' u t -� � - - -- — 6 � 10' _20' _ 20'- 10, F s� WILSON s� s. SEE SMELT 2 s,i' s� STQEET _ s 04.04' -- � I •� ______ TRACT t 8 5 _s� — N 3 2 PLANT MIX d c - -- o C -� � co>1 u 74 SURFACING C ; 'XIST WEw = PAVCMCNT 7' REMOVE OLD PVM'T. ' 6 "CFA SLOaE Ili' Pcn Fro 73 -- SIDEWALU° - -JOIN E IST SiDEWA. PVMT • DEwA 4"PCC. LU c EXIST; P.C.C. CURS ! GUT`CR d" uNTREATCD ROCK $AS - 72 SC•2 PRIME COAT STO.CURts�GUTTER TYPICAL 5ECT10W F e1 Zi 3 2 ' �� CITY OF COSTA MESA.CALIFONIA ' 3 2 W 24 25 26 PREPARED BY' A. RICHARD t5r2owW, Jn.. - - - - -�•: Ls Q REGISTERED CIVIL ENGINEER N? 9983 WILSON 9 QEET 7, N - CAPITAL waTER Ma1u -e„ vcP w (SSE SHEET 3) TITLE SHEET _ 5.�. 70 V a I L. ; S.C.4 PRIME COAT - STD.CURIs!GUTrER- STD.CURISEGUTTER s.l. SENATE` s.l (SEE SWCET4� �.i STREET s,l, SENATE STREET RCPUI*ULIC AVEWUE NATIONAL AVENUE 13 12 II l0 9 8 7 9 5 4 14 15 16 17 j 18 19 20 21 1 22• 23 L,F. 30' 41 30' © 10'DRAIWAGC V �' - 5,F. 10' 20' -- 20' Ip, CASEMENT1 ® c.. —_J 1 44 F45 41 47 F N. 49 e1 Zi 3 2 ' �� CITY OF COSTA MESA.CALIFONIA ' 3 2 W 24 25 26 PREPARED BY' A. RICHARD t5r2owW, Jn.. - - - - -�•: Ls Q REGISTERED CIVIL ENGINEER N? 9983 WILSON 9 QEET 7, N - CAPITAL waTER Ma1u -e„ vcP w (SSE SHEET 3) 51 APPROVED BY.% CITY EWGINEER, CITY OE COSTA MESA 29 28 27 APPROVED - FAIDVIEW COUNTY WATER DISTRICT IJ' _z 957 J So 51 52 APPROVED COSTA MESA SANITARY DISTRICT TITLE SHEET _ 5.�. 70 V a I L. ; S.C.4 PRIME COAT - STD.CURIs!GUTrER- STD.CURISEGUTTER s.l. SENATE` s.l (SEE SWCET4� �.i STREET s,l, SENATE STREET RCPUI*ULIC AVEWUE NATIONAL AVENUE R • pc,C. Cu2B 4 6UTTE1Z- - TYPE "D" 1 39 R 37 3r, i 34 33 so' 31 I 30 69 309 L,F. 30' 41 30' © 10'DRAIWAGC V �' - 5,F. 10' 20' -- 20' Ip, CASEMENT1 41 c.. —_J 1 44 F45 41 47 48 49 S, F. __— W 60 R_ REFLECTOR_ PADDLES STA90AP-0 GUAeO PAWEL _ : -_. 3 4 -All work done shop conform to the Standards of the Cilllu of Toll eyo „y UNTZEATED F-OCK BASE 3,289 TONS SC-2 P21ME COAT (0.2S CAL• /s•Y,) 3,B06_ GALS. CATCH BASIN5C6 "cPENIN6� c v; _ SEAL COAT (0.10 GAL. S.t ") 1,523 SEAL COAT 2" PLANT NIX 24" FREE FLOW CORQ• METAL PIPE lid :.Ao:3E� 147 L, F. f2OADWAY EXCAVATION 11,500 r SuRFACIWG j 6" CROWN �% "Pe7 P.C.C. HEADWALL �2 cu. YPS.) ( EAC14 SEWEE.S Sloan Fri GoC.r•. G'C F SLOPE Ili Pen f7. 67 9,700 C.Y. 8"V.C,P, SEVVEiL MAIN 2,280 L. F, STREET LIGHTS 21 EACH 51 APPROVED BY.% CITY EWGINEER, CITY OE COSTA MESA 29 28 27 APPROVED - FAIDVIEW COUNTY WATER DISTRICT IJ' _z 957 J So 51 52 APPROVED COSTA MESA SANITARY DISTRICT TITLE SHEET _ 5.�. WILSON STREET I CAPITAL STREET ; S.C.4 PRIME COAT - STD.CURIs!GUTrER- STD.CURISEGUTTER s.l. SENATE` s.l (SEE SWCET4� �.i STREET s,l, SENATE STREET RCPUI*ULIC AVEWUE NATIONAL AVENUE WATEfL • pc,C. Cu2B 4 6UTTE1Z- - TYPE "D" 1 39 38 37 3r, 35 34 33 32 31 I 30 S.L. 309 L,F. L- _ _ 4 Eick _ 4" P.C.C. SIDEwAL.K ( i l, 1•- 15ench Mar4: Railroad spike In power pole.- N.W.intersection Wilson Street 5,F. HOUSE CONNECTION L- ATEIR-ALS 40 41 42 0 1 44 F45 46 47 48 49 S, F. __— W 60 R_ REFLECTOR_ PADDLES STA90AP-0 GUAeO PAWEL _ : -_. 3 4 -All work done shop conform to the Standards of the Cilllu of Toll eyo „y UNTZEATED F-OCK BASE 3,289 TONS SC-2 P21ME COAT (0.2S CAL• /s•Y,) 3,B06_ GALS. CATCH BASIN5C6 "cPENIN6� _ - 2' EAC4 _ SEAL COAT (0.10 GAL. S.t ") 1,523 GALS 24" FREE FLOW CORQ• METAL PIPE lid :.Ao:3E� 147 L, F. f2OADWAY EXCAVATION 11,500 C.Y, P.C.C. HEADWALL �2 cu. YPS.) ( EAC14 SEWEE.S EXCAVATION OW LOTS 9,700 C.Y. 8"V.C,P, SEVVEiL MAIN 51 APPROVED BY.% CITY EWGINEER, CITY OE COSTA MESA 29 28 27 APPROVED - FAIDVIEW COUNTY WATER DISTRICT IJ' _z 957 J So 51 52 APPROVED COSTA MESA SANITARY DISTRICT w z IB' FTUE ST�RE, E25 15.10' - i N Q E X M A P SCALE: 1 "= loo' , . - - - -- -- r ' N SEAL COAT I- GIK SLIRFACIN c 6"CROwN I r (r r -- n F r�- UTURE RC.C. 4" Pc C. ' -L - I SIDEWALK 5 DEWALI .. - . � �4 UNTREATCID ROCK t5A5E ' STD.00" tGUTTER Q SC -2 PRIME COAT FUTURE CURIS - -. '. TYPE "0" I GUTTER TYPE "D" - ,TYPICAL SECTION • e A.P. w. 9 a ■ A. top. as 10" I M INIDEX OF SHEETS TITLE SHEET _ - CONSTd "PLC - -- 6" WATER MAIN_— I3Y: -% - _ _ 4957 COWST LIC cousT4 "PC.c. 8" v.C.P - - - - - i. E 4" UNTRCA'IICD 0OCU !SASE SIDEWALU P CSyD T WILSON STREET SHEET 2 CAPITAL STREET ; S.C.4 PRIME COAT - STD.CURIs!GUTrER- STD.CURISEGUTTER s.l. SENATE` s.l (SEE SWCET4� �.i STREET s,l, SENATE STREET RCPUI*ULIC AVEWUE NATIONAL AVENUE WATEfL S.L. TYPE "D' TYPICAL SECTION TYPE "D° 66 pc,C. Cu2B 4 6UTTE1Z- - TYPE "D" 5, 062 L.F. CAPITAL STQEETIIII SENATE STREET NDT A PART :. 65 64 63 62 61 60 59 58 57 56 55 54 c 59 . wr 15ETWECN SENATE SL �h OF THIS 1 : REPUfbLIC AVENUE NATIONAL AVEIiUC � � wlLSON 5T. ) j L.F. 6" GATE VALVES 6 .. a GENEQAL NOTES PC-C. CUP-6 ONLY (AT CROSS 6UrrEes) 309 L,F. L- _ _ 4 Eick _ 4" P.C.C. SIDEwAL.K ( i l, 1•- 15ench Mar4: Railroad spike In power pole.- N.W.intersection Wilson Street 5,F. HOUSE CONNECTION L- ATEIR-ALS '741 T r -j 2A•. , Pd • 1 < I '8-7 ' i Placentia Ave: Elev. 63.16 per Co. Sur. L.(5 401 -72 _ 8" P,C.C. CP-OSS GUTTEz 2,(,05 S.F. EwsT. s" WATERMAIW -•-�' 1; .z 2- Ltotiong centerline refers +o ceterline of Streets. ' O 1 � r PLANT MIX SUIEFACING - 3 -Curb Data refers to face of curbs. 40.10' S, F. __— W 60 R_ REFLECTOR_ PADDLES STA90AP-0 GUAeO PAWEL _ : -_. 3 4 -All work done shop conform to the Standards of the Cilllu of Toll eyo „y UNTZEATED F-OCK BASE 3,289 TONS w z IB' FTUE ST�RE, E25 15.10' - i N Q E X M A P SCALE: 1 "= loo' , . - - - -- -- r ' N SEAL COAT I- GIK SLIRFACIN c 6"CROwN I r (r r -- n F r�- UTURE RC.C. 4" Pc C. ' -L - I SIDEWALK 5 DEWALI .. - . � �4 UNTREATCID ROCK t5A5E ' STD.00" tGUTTER Q SC -2 PRIME COAT FUTURE CURIS - -. '. TYPE "0" I GUTTER TYPE "D" - ,TYPICAL SECTION • e A.P. w. 9 a ■ A. top. as 10" I M INIDEX OF SHEETS TITLE SHEET _ SHEET I WILSON STREET SHEET 2 CAPITAL STREET SHEET 3 SHEET 4 SHEET 5 SWEET 6 SENATE STREET RCPUI*ULIC AVEWUE NATIONAL AVENUE WATEfL T pc,C. Cu2B 4 6UTTE1Z- - TYPE "D" shall be completed to the satisfaction of `he City En9,neer.' 5. -The water sys +em Shad conform to the Stondards of the Fairview Count5 Water District., 6.• The sewer system steal I conform to the standards of the Costa kesc F Sanitar63 District. 7.• Sewer and water connection laterals shall be Installed to oll lots to the property line prior to the paving of streets. 8- Fire hydrants 5Hai; be Rensselaer List 90•A or egwcl 9.• If driveway depressions are made,drivewoy a pproec-n will be considerec ` c part of this pion,ond shali be constructed as per City of Costa Mesa' Standards. IO..After plan+ mix surfacing Surfacing has been open to traffic for a Period of not less than 4 weeks, o seal coot consistina, of on asaholtic $04111,14 "C.C.,3' FROM t60TTOM IN EACH - END,USE SMOOTH 15ARS, GRCA56 OR tQOSS GUTTEQ WRAP OWE ENO OF CACH MAR. PLAN �.- -- PAVELIEWT WIDTH TO HIS POINT PAVEMENT WIDTH TO THIS POINT S�eQ�G POIITLAWO CEMEN CO T NCRCrC 3!b ^R o T tilQ R PORTLAWD CEMENT COWCRETC TOP OF PAVCMCNT — 31e TOP OF PAVCHEWT e o. u ° h �:• a r 317 TYPEE "CURB CaUTTER TYPEjeD "CUOIS CUTTCR t_ 5 PAVEMZWT 7,�8, LEVEL I„ LINE c �rPAVEMENT i - (PORTLAND CEMENT COWCRCTE 4. 1'Iz 4 15AR5,4' LOWG,9" FROM EACH EDGE, 14" c.C.,5, rROM wrroM IN CACH _ �6" U.R.15. UWDER CROSS GUTTER END,USC SMOOTH sARS,GREASC OR,'' WRAP OWE ENO OF EACH 15AR. CQOSS GUTTER S ECTION ESTIMATE OF Q UA WTI TIES STREETS — i WATEfL T pc,C. Cu2B 4 6UTTE1Z- - TYPE "D" 5, 062 L.F. G" TZANSITE WATER MAIN LCLASS ISO) P.C.C. cuss GUTrER -TYPE "E" 955 L.F. 6" GATE VALVES 6 .. EA,;H PC-C. CUP-6 ONLY (AT CROSS 6UrrEes) 309 L,F. MIZE HYDRANTS _ _ 4 Eick _ 4" P.C.C. SIDEwAL.K 7S, 641 5,F. HOUSE CONNECTION L- ATEIR-ALS '741 E/ 'CH _ 8" P,C.C. CP-OSS GUTTEz 2,(,05 S.F. MISCELLANEOUS r PLANT MIX SUIEFACING 37,055 S, F. __— W 60 R_ REFLECTOR_ PADDLES STA90AP-0 GUAeO PAWEL _ : -_. 3 EACH UNTZEATED F-OCK BASE 3,289 TONS SC-2 P21ME COAT (0.2S CAL• /s•Y,) 3,B06_ GALS. CATCH BASIN5C6 "cPENIN6� _ - 2' EAC4 _ SEAL COAT (0.10 GAL. S.t ") 1,523 GALS 24" FREE FLOW CORQ• METAL PIPE lid :.Ao:3E� 147 L, F. f2OADWAY EXCAVATION 11,500 C.Y, P.C.C. HEADWALL �2 cu. YPS.) ( EAC14 SEWEE.S EXCAVATION OW LOTS 9,700 C.Y. 8"V.C,P, SEVVEiL MAIN 2,280 L. F, STREET LIGHTS 21 EACH 6'I V.C• P. HOUSE LATERALS 2,306 L. F. STREET NAME SIGNS 8 EACH STANIOA90 MANHOLES 8 EACH Z. ADJUST ML.NNOL.0 TO G2ADZ 4 EACW i PLAN AND PQOFILE- POQ WE IMPROVEMENT OF STQEE75:L 7 Q ACT NQ 3185 CIN OF COSTA MESkICALIFOQNIA 111= 4-0 ?)o, '11316 1 30 1 PL61 zol lllil' 1, o 'Lo, 7- 1 1 6 1� 4— -4 -4: 4L- d LLJ 1 Uj G as V5, 5/0 -L G;* C. I LLJ U 14, ik�o v (,X of, e of co co 4 6 co Ln cur6 00io Curb Dalci U.1 C co 10 DcAo 0 CID CU00 Do�C3 Cur I I � '2 Ui O' 8'2)'5e'4--7 0 t3 00' U curb 'Dc3ics -co 00 P' L= I ��JAJO' 'TV zr=>. 0 II Q m Q'In - 00' J) F- L= 'T= 25.00' 7=25.00' do co CT 54 A=6�)95c)'47' �g -, r- 1 0 1 � p Consk 5k8. conc. 0, -T const� std. cu 84,01 T-C sidewalk —.00 rr 9'3.01 T-c. C t 5 -c GuIi1e-r-Tyf5v,"1D' F.L. Insicill G", wclkqr- 0 co 1, WidO Ic B-T.So, • 2'797 G13 E ix!s+. G" Weber Ma;n 15,524 T: -A. R --jK57ALL -0 TPAWSITIOW FROM 151. 8,A( 4 Const. T' Plont Mix 5urFcjcir-iq. Ove'r -w .0 STULT Stfig TYPE"p- To TMIT.ii G, t:- -0 ('J 4!'URA�. 444) 15C.-Z 1pv-,%mzcpc- IZGS -op :117 11,4 \ lzr r Seal coat -d)j 1.10' -61z, 1 -�Y w c, INSTALL FL- ln,5icilil Gv W(:Itqr Main .0 AVENUE 1 82 OG NA71 ONAL 6"GATE VALqE in cjl I --SlgaT �AGM I 2,W LUMEN cn H Ln dc 0 +00 -7 B-7 �>O AWO II O. -t1WSTALL FIQE HYD2WT 8 W one C 0 V-.L 833t IL -1 F.L. qq. Std Curb .4L;, 11- consk. �:)Ild BZAG F.L. Side -wok 4: v4ide, V-5- I I C, 01 Curb oci�cj I -j curb ooko Curb DcjAci 6 = B'D OE:)n' 4:1 L -50,00, 1'�Y 0 IN curb,batlic) U. 10 r, U P-= 25.00' -= ?.5. 00, v-= 25.00' -= -Z5. oo, 2 =25.00' -= Z�5. C 0, 6=8 c L� c� cuv-6 00 t o L= 34.4Z' cj a,:-) - 00, CD 4 co ci 4-- 1 -3 41 p =90 °0013" J, T T do cc t] 00* T Z5. 00, T 'Z5.. "o co 0 25-00, 0 d 0 24 03 cj 6' 0 50 .111) Lo cj I co cd rn tN5 sut3 ivistor) Lo Lo 2 41- J4 n --1, Bi- Tr- 8-5 I W70 7a ac y co LU Ln A 0 z b'EM04 MARKs (D U.11 voilrood splkg, in 50\Nqrqcke,-M.\N. inkqr tizck oiWilson lq,\j r r BMW NTWO 614PART i .. -q` .0 ..Z I., wyw 5 p- 6111111 rm I T-7 f -4- 4-- 44 I:a7 EEE-- G 7 0 OPAUVATZ RT 3