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S-65-10.1-1.9f ffe a,,. I � 44CNeOlewl I s' I are' --jl 6CF 1 "ASOho /f COnc. Over Boss with y4 "x4'PCC 5C• 250 Prime COO sidewolk T t "a "Curb GuIller T 0'• Curb /QUer 4"r4' FCC. %P If y 9 Sidewoik .TYPICAL SECTION — INTERIOR STREETS t , riQ' M Ag o. n' Q' Future " lmprowl++enit. Pave Remove Exit>'irxg i 8:1 dope Pave/nenf �l0fural Ground + S/a a •.•1' s "�� - �-I • -�_ ,I o.la' -' Z "AsphO /f Cont. ow¢r L "4 s"bse, Q'x I " P. G C• S i a/ewo /k wi th S C150 Priors Cct�f Je�/ Cast Type C "Curb � Guller - TYP1 C&L SECT 101+:1- 91NULAS121WO VE�,IUE STA. G +57.92 fo 12447.17 p I �n I si,. -. 10(4x41OC.6 le le ? ',4soholf Cam, Orer 4 "Qqq .�6e w1h 54V30 /Ai/ne can"'? 6ea1 Coot Tyoe "C` !'urb f 6u>flsr �. J , _TYPICAL SECTION - PAUL421N0 AVENUE SiA 0 +00 to 5+8T9? III N Expansio u'oinf - Contrite Gavot/ ?5 R Concrlefe Cross Cutter 4 rhrck r. m _ E,rocnsion �_�ayf xposlon " 4 &'r,P C' /0 /"" 10 Both edge, �4" 0. a, � from ft?A M, in 004-/7 ex: Use s17700#7 ors preose Or WMV Orx end 0l solh tzr. DETA I L — C12OSS GUTTER T� Porf/ond Cerrxnf Concrofs e•. -t •r�6 "Agarsyo.z 6L�ss 0 I? "from sotp • e0ge, ?s " 4'/0 z. ! "Prom m, 17 eOC/7 And. [/se t •"5 'sole or wlgo SECTION CROSS GUTTER PLAN AND PROFILE ENGINEER 024_; ,- DATE 4- s- /�Ls STREET IMPROVEMENTS IN DAVID M. WOODS R.C.E. 12979 9 ENGINEER- CITY OF COSTA MESA RAG • Q APPROVED —�^ �� DATE �?� -� zg I9L5 o O MANAGER - COSTA/ ESA COUNTY WATER DISTRICT IN THE CITY OF COSTA MESA APPROVED �"`e��— DATE---' CALIFORNIA PRESIDENT- COSTA MESA SANITARY DISTRICT APPROVED- —DATE— GENERAL NOTES SrAr/ONlN6 zer9RS 7b rHE L or SraciTS. CURB DATA er rxas To FACE Or CURE. _ ALL WORK BNAL�y CONiORM TO THE BTANDAROS Or THE C /TS' Or CO3TA MESA - AND SHALL DL L'OMOLLTLD TO THE SAT /SrACT /ON OA- TIDE C /Ty ENG/NGEQ. THL WATER SYSTEM 5LIALL CONroRM TO Tf/E COSTA MESA COUNTY WATER D /STRICT G151 EQ /�VEU11E STANDARD SPECIFICA-r10NS ____ - - -- – - - -_ -- - - - - -- y TH[ SEWER �4ytTEM SHALL Ox /NJTALLED TO CpNrORM 7b COSTA MESA SAN/TA4Y DlJrR/CT 9TANDAR06. -_ -- -- - - -- - - - - - -- . _ -- - WN[RE D,Q /VEWAv DEPREt1/ONE ARE CONI TQ UCTEO, THE DR/VEWA✓ APPROACNL3 SHALL ON CONSTRUCTED re PROPERTY LINE PER C/ry of COSTA MESA STANDAROs NP // AND Ne /2. �O1�CORD AFTER A5PHALT CONCRLT[ AIAS BLLN OOLN 70 TRAFrlC FOR A PL ?100 Or NOT LESS THAN FOUR (4)W[[!tf A SEAL COAT CONSIST /NC Or AN AtPNALT/C EMUL•J /ON SHALL 69 1 I - - - ALL UNDERGRO[/NO WORK SMALL OL COMOLETLD PRIOR 70 PAV /NS. Sj STRUT L![NTf TO eL /NSTd LLED KNOWN 7#uJ ¢ < e,. rll[ //YORINTJ TO B[ /NETALLLD SHOWN THUt Q+ I % JUC t SMALL E L nur /N 7b TL PRPERY /NE REACW LO NL OLVLLOL S L RN H TF/EZ 1 SLWLR CONTRACTOR W/TH A " "PLOT PLAN" INDICATING TH[ RECOMMENDED LOCATION r Or THE ,HOUSE CONNECTIONS FOR EACH LOT PR/oa ro 7}IE SEN /9a MAIN eaysTRUCT /ON. b ALL SEWER I/OUSE CONNECTIONS SNALL BE PLACED PQlOR TO THE SIIRGAC /NG OF Sr4EE7S. ►I ALL SEWER MANHOLE PRAMLJ AND COVERS SNALL SO LErT C" BELOW GRADE. TKL $EWlR "; - !� - C NTRACTOR SHALL IPA /S[ THE MAN,u0L9 FRAMES AND 601,946 7b CiNLSHOO GRADE Arroa ♦-. I 9T ?LET SU?rAC /NS /t COMOLE790. v � � • SFWLR 17"AT /ON /N4 ON TNLSL PLANS RErLRS TO C Or SLWLa ONLY 9//OWN THL/J OKa0.0O !-- I `rRLET NAME BINS TO BE /N57AL1.E0 ('STD. PLAN NP /7J SHOWN TI/Ui CCAYP /PE dO /&;rCOWROel.I/O e"ZZ BE CIO /- aC-60. — C-HE�(EUN -c- — ' G "AC w4rEQ Ppf� MECNAVrCAL COMP2E8S/OV JO /ivrS fl-144Z BE "WEDGE LOC/4.' "BPEEO SEAL APP,9OYEO EgU9L . /R/ R/O CA9E 4-t ,CZ " 10MITiNG / 4TEA 144. U ? /�t/O /t/E.4T PoBTL.OND CEMENT W0,e7X,9 OR G,?OUT f3E fi�BM /TTEO. "~ ESTIMATED QUANTITIES ai r � J ` gPA11JGFlEI 40 ` ®e F xcA�sT/oN €J��Cdf ?l - - - - -- /0 4B0 L -- -, 16 AGGR9GATE BAAE— 1 I STREET A -- T I! Ib it a SEAL CoAr------------ - - - --� L57 - I i a --i 6wo /d Pohl/ Caord 893 -8,¢�_ TYPE "O" CURB AND CAR %1 11 Il l� 15 IC ' CL',2B ONL 1✓ �RErL ",?NSA-- - - - - -- — ��- 3 as Caass 6uTTER ANO SPANO,?!"L5- - - - - -- Bleep 5 d LA S ►JO U. .. .� o SIDEWALK (4 "X4'J-------- - - - - -- � �QET �I r - - -- ?� 8raa[T Llcwr --------- - - - - -- —_� 01 e ` STRE9T SlGNS---------------- ��, �, �- T /MBER'lt7d4PD PAS-- - - - - -- — 1`r• � = -- "1 I U S 4 3 41 '�q' /RfASQESTOS CEMENT WATER v « 4S ♦l 41 At 14il 140 19 is Sl K 15 /ZGATE VALVES--------- - - - - -- "') I '✓Y A < ~3 'yS G' ASBESTOS CEMENT WATER MAIN--- ..--- -�� - -- 1 t W 0' SO SI S 51 S4 5 51 5S 59 60 61 62 "4;ATE VALVES--------- - - - - -- CA �I I I'---- ATE? - - - -. 6 EA_ 1. I 1 s" 49 2 ® F/QE NY:7RANT.S------------- - -SEA. -- Ene:e -uw d's'H•� wN-.n ,• 6" S/ DEW.4LK /,vO,P /YEl[/•4YAPP,C�ACN B,935 —. iw 6" CO, UCD ,"f/•4YgPP•POACH- -_� - -- —5935 —1 - - - - - - - - = - - - - - - - - PAEKGt44Y TP6' 7V E4, F Ertccw w ErMLIeFR /%VEWUE.,. I I P/aULAQIIJO EXIST FN. _ �_ - - -- 2 - OFFSITE ESTIMATED QUANTITIES 8" VC.P SEWER MA /N----- HOUSE CONNECT IONS - -_ - -- P4"0 _FT, �96 ��— c" MCP - - -- - - -- 1�F�• ,9 "rCO• 4ElyE? �/4�V - -- -- 99L,!/.FT - — --�� STANDARD b'x MANHOLE6------ c" IryEa --------- '-------- - —_ - - - -- Ems- -- ww C �/ MAP 04D EX M/�►P STWXd4B/J bc&LE 1••100' do, Q,C.R- Lv�T- 4 J x C47Cs/ _�— l E4__ �✓ \ 7Ozxlcr• Z 190674TE 041- !/E `BENCH MARK - - - I "o' /N THE 7bP OF CURE ON SOUTH SIDE Or ®AKE•? 5r AND 5' EAST Or t BARB S7' - °. - • - 1 PRODUCED. ELEV. 39.70 CITY Or COSTA MESA DATUM TRACT N° 5340 5heel:7 of 9 R i I M i °OP NNi WE- !JA\SIWA %VS1316 5 o a /es A✓e. V ) N L• 3S.2LI Os00.00 d T: 25.01 ' I i LtQ�siny lame G ores f- fd �Y1ff °/Q �?v Cons f s/1--v/ r Sfo. 0f80.00 Sto 2fCo3,00 SO,00 60.00 60.00 60.00 60.00 Ci 3 4-L 99' N 3 " ^ . @S. _ 52.00' 66.00 52.00' 0 52.00 p 3 1 ®� r��f a I g �a bi 0 3a' c F U c I Iv ,V CURB , ET D i A . I CU TIET. DATA CURE c - °Q A: 89° 59' 20" A- 90° 00' 40 I /� 89° 59' 20" O 6) R= 25' 2' 26' O 61 4p Ir L 39.2 L° U T° 25.00' .4 T,- 15,00 T= 25.00 6 O to t �3 1 � j Q6 Q7 20 20 t �O 1� C zo' � © x 3a5g 11 11 306 30' See Sfieei N° 2 See 111°5 PAUL A.-e/NO A IiENUE L AN.S //VG LANE w !F 'Fufure /moravemen�s � III G,9-4.04r 70 dQ?iIIN I 1 SEE 6.071-'%Ur li I I I t 20 20 i 30 30 60 Fufure SP 2 //VGF /EL O S 7QEE 7- HAYES AVEMUE, La ml "gym P L /„\1 1J Sca t¢ ! 1"=40 3 LA.2 /NO AI�E/l/UE See N° 2 3�).7'� �pJd✓ gp7q 3063 4 eeko IT 5r 1 Curh ,Pei %>o�o G�'� l I U L = 39.27' 960 $0 k T= 25.00' 1 C u a e, UF-T. />�1J�4 � IrY ro��� � CU %.J ✓e °52'59" � A - 900 Oo' 40" X V \ r50-90' _ R: 25' -= 27.dr p�63.o0 h/o 5 o a /es A✓e. V ) N L• 3S.2LI Os00.00 d T: 25.01 ' I i LtQ�siny lame G ores f- fd �Y1ff °/Q �?v Cons f s/1--v/ r Sfo. 0f80.00 Sto 2fCo3,00 SO,00 60.00 60.00 60.00 60.00 Ci 3 4-L 99' N 3 " ^ . @S. _ 52.00' 66.00 52.00' 0 52.00 p 3 1 ®� r��f a I g �a bi 0 3a' c F U c I Iv ,V CURB , ET D i A . I CU TIET. DATA CURE c - °Q A: 89° 59' 20" A- 90° 00' 40 I /� 89° 59' 20" O 6) R= 25' 2' 26' O 61 4p Ir L 39.2 L° U T° 25.00' .4 T,- 15,00 T= 25.00 6 O to t �3 1 � j Q6 Q7 20 20 t �O 1� C zo' � © x 3a5g 11 11 306 30' See Sfieei N° 2 See 111°5 PAUL A.-e/NO A IiENUE L AN.S //VG LANE w !F 'Fufure /moravemen�s � III G,9-4.04r 70 dQ?iIIN I 1 SEE 6.071-'%Ur li I I I t 20 20 i 30 30 60 Fufure SP 2 //VGF /EL O S 7QEE 7- HAYES AVEMUE, La ml "gym P L /„\1 1J Sca t¢ ! 1"=40 3 PLUG SEWM 4� Caf-�✓ Carve /.1?J�4 L 79.35' 7- = 1 /.!B' Y r r� L--36)6 =23.95 3 P =25' L = 59.27' 2s oo' 1 k, COIVST STl7 MH WrO STA 0479.32 p J9 /d q SPRINGFIELD i C c 51.545 CHEYE1JME ST ;OlJST 3717. M. H If 7 57.A 0 +00 /7 PL./.JJU Sco% C HIM urn r.� j i M. Ir: WA arm = 5he�� g STREET C0N5TQUCT10M MOTES: © COnsi. 2" N'E'photl Concr¢l¢ Pavem¢nl and Seal Coal over V r¢(�,ca12 base and SC -250 Prime Cocli. @ Consl. Sid, P.C.0 Sic1¢walk, C Thick, 4' wide. ® Cons. Type "D" Curb � Guller, per 51d. Plgn M° 5, O Con St . F'CC Coss laer showr2 o12 sheef A/° A ConzJ a' V.C.P Sewer Alain wish Sid. Manholes and G "VC.P. House La�¢rals. Q Consl. C¢m¢nl Wa {¢r Main, Gale Valve, Fire Hydrants Type "A" cind House S¢rv'tc¢s. C01197' lmher Guard tail per 9714 .%n ,(/° !4 5ENCI -i MARK "C" 1N T1-IE TOP OF CUnN ON SOUTFI SI1IE OF r- 1AlCBr2 57 . AND 5' E-A5T OF 15ABr3 ST. PRODUCED. ELEV -NTION 39.70 CITY OF COST ME51\ DATUM -- A - J 1 m M - - #T - T.pAC 7 N 9 .53 90 - _ - - _ 5heef 4 of° 8 �i L5 eeko 5r 1 Curh ,Pei %>o�o G�'� l L = 39.27' 960 $0 k T= 25.00' 1 Cllr />�1J�4 � \ ro��� � CU %.J ✓e °52'59" � � J = 37 V \ r50-90' -= 27.dr O N 3 d 8 ' 37.18 ti L• 4�2 6 G 1 Q- PLUG SEWM 4� Caf-�✓ Carve /.1?J�4 L 79.35' 7- = 1 /.!B' Y r r� L--36)6 =23.95 3 P =25' L = 59.27' 2s oo' 1 k, COIVST STl7 MH WrO STA 0479.32 p J9 /d q SPRINGFIELD i C c 51.545 CHEYE1JME ST ;OlJST 3717. M. H If 7 57.A 0 +00 /7 PL./.JJU Sco% C HIM urn r.� j i M. Ir: WA arm = 5he�� g STREET C0N5TQUCT10M MOTES: © COnsi. 2" N'E'photl Concr¢l¢ Pavem¢nl and Seal Coal over V r¢(�,ca12 base and SC -250 Prime Cocli. @ Consl. Sid, P.C.0 Sic1¢walk, C Thick, 4' wide. ® Cons. Type "D" Curb � Guller, per 51d. Plgn M° 5, O Con St . F'CC Coss laer showr2 o12 sheef A/° A ConzJ a' V.C.P Sewer Alain wish Sid. Manholes and G "VC.P. House La�¢rals. Q Consl. C¢m¢nl Wa {¢r Main, Gale Valve, Fire Hydrants Type "A" cind House S¢rv'tc¢s. C01197' lmher Guard tail per 9714 .%n ,(/° !4 5ENCI -i MARK "C" 1N T1-IE TOP OF CUnN ON SOUTFI SI1IE OF r- 1AlCBr2 57 . AND 5' E-A5T OF 15ABr3 ST. PRODUCED. ELEV -NTION 39.70 CITY OF COST ME51\ DATUM -- A - J 1 m M - - #T - T.pAC 7 N 9 .53 90 - _ - - _ 5heef 4 of° 8 �i L5 I DFF�' /TE SE%/E�P � f'V A&R W z ,See ghee 7/ ,U° 9 of ST.PEL --T F'l,4NS fI - 1111 �`•l (g I �J `i • 14:i J l}J Q 3� lam 5? ss o O PAD EL-. o h 33� O D EL. p Q 340 0-2837/6 31 0. Z03-/ to Dro,na9e Dirc%Per L)e1'a,l 20 �,O . 0 PAD EL. o PAD ELI �� p 335 I 33 5 g2 PAD FL. Z \ 33.6 0. m 6 o � X00' 33.6 PAD EL. \ 33.8 33 X3.8 PAD EL. U C 'd 0 PAD EL. 34.2 TRACT >� SA PIA 14 SA14 64 C 00 310.3 PAD EL. p 36./6' L1393' Ile �A/ A- a � - M 0 y o �0o p PAD EL. O PAD EL, h PAD EL. R4D EL. m1 345 34.3 O 34 2 341 \ 60.00' 60.00' \ 2 60.00' A a 0 ° 22b�C5 pAD ELF M(o GRADING PLAN SCALE I" = 50' .(/017,5.' Lof /ir�e5' do r/of r�eces5or %iy ir>ier s ec t o� ri9hd nr�9 /es re {er fo record moo before /oy /icy oaf. 30'0'- 33" 1 /Q'a7 13 5 ZU7 PAD EL. PAD EL. PAD EL. PAD EL. PAD EL. PAD EL. PAD EL. PAD EL. PAD EL. 35.1 D 35 5 35.8 p 35.8 35.7 $ 35.6 0 35.5 35.3 347 \ m 4 O PAD EL. O O O O p O\ I 3y 20' 2D' I h 33.6 co a^ I 5 �s 5g y8 y9 \ yb a S 3 \ b o G Bo D0' 0000' 60.00' 60.00' 60.00' 62 00' 60.00' 60.00' 6000' h 6000' 60 50' �= �g'S hOj� %4� N 11��4G �ai'(G 0�'9b a - -A l /r6 >S CiU>'fEr t r.�yL2 over m !/ ?Fj. PAD EL. 34.5 34.9 ;COD, 00� c 49 0 0 9 PAD EL. 35.0 5� " 4 PAD EL-. _ \ 35.5 ti L>1 '/ `�� 1 1 0 y9 /0000 3aG 0 ti � �tiV 1 cv i O O - 32 4.2 y 344 7 On . > ' ys 55 yss B p 51. O - ' 35�D O 6003' 5u O 6000' �5° O 60005' y ti O 6000 ' 0.00' 0,00' BO 00' 00 o X00. PAD EL PAD 0 ? o , Jy 50 � EL. oO PAD EL. O O O O O O o Q 5' Tv S6.D t9 34.4 t9 ► 4? �4 r O O O O O O O O O O ^i m 3 55.00' 2 PAD EL. PAD - \ PAD EL. O PAD EL. �O PAD EL. \ PAD EL. \ PAD EL. \ PAD EL. \ PAD EL. \ PAD EL. PAD EL. EL, /0000' > t� bA ys 34.-7 .1 35.5 35.8 35.8 3�l 35.E 35.4 35.3 35.2 35.1 348 398 m y y a� X00 o �h L' 15 G h 1 1 y h y 6 13311 USX 3y!X �1 3 � 5G •46 � 55. 45 ,� �h. 40 s g5b 43 35. 4? 5y1 ,4/ �yto 40 �yx ® 3�� 38 3y1 37 35� ® 3si 5a� 35 3g8 yy'. � 00 PAD EL. 48 °0 0.00' GO 00' 6000' 6000' 60.00 60.00' 6000' 6000' 60.00^ 6.000' n 60.00' 60.00' 61 m � � s4 N 3q PAD eL. O PAD EL. O 35.6 s 0 1 0 59 °� 56 1 57 1 �4 S 59 'S �O 354 \9 35 yS� s 50 �1y 5/ �' i 51 5� 53 5�' O 3�' O O O O O O O �j.' .n 3ybe •�s5c �y9 3ylo , a PAD EL o, /0000 �k 9500 PAD EL. PAD EL. PAD EL. PAD EL. PAD EL. PAD EL. PAD E.L. PP.D EL PAD EL. PAD EL. PAD EL. PAD EL. 35.3 ° % po,, 06, q n B 37.5 37.5 37Jc 37.7 37.6 .375 37.8 37.7 37.6 37.5 37.4 37.3 - r 35.31 S � 3hc cs �b 5 00 O 4 O O O O O O O O D � PAD EL. � 1 y� PAD EL. O O O O O O O ,� p, PAOEL. PAD EL. p \ O �O Oo O O �O 0 \ \ 36 4 � 8500' �0\�� gQ00' 6rJ00'� 60.00' 6000' 60.00' 60.00' 60.04' 60.00' 60.00' 6000' 60.00' 6000' 60.00' 5573' I �� �� /16.05' - ft3i- �D .v o0 0� - n1O yi,°` 2•v eP _�_ *i -,r � - -r -' 'f�' f" o �� c 3`�.c- ' c ' 4 -�- - "- s �c y c 'fit L •� 1c 3•��' $ 3'a,G� 3h'bG•f ---T � �' -1,r- � -�' 4.',.- -.- -'S 1 - -,� -,. 1. R� N S - -,.- -� �- ,r ---•- 'i. -- .r --,. q. 1 _ _ lijew r I i SHEET 9 OF 9 5340 IOREP4.25D 3Y 1i11ZLE7 - 4-1NCi � 4550C147 7-5 RUC• 511 5' 13 6'o0e/•/U,25T 57PEE7 FULCE,PTO.�/, C4C /FOPN /�1 Varie9 fed A-ea ) Level Pad TYPIC4Z 6eAD 11UG SECTION .?5 rrp�c�� s�cT�o�v O,P,Q /.U,9GE' /IITCE/ Ma_= (cs - -3,cj