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ALL C<nA1CA?ETE r✓145oN2Y UN 17-5 � T•o BE SLL/M�S7Y7NE i 6LAI QAL /VOTZ -S �co/vro� I 17 CO/f/T'eACTOR 5114ZZ BE "S.00A4519LE IOW G,QOI/ /O1W6G %P' ,f rfl41&7A /•V /,U6 X�/I/?,11WiG S/wr!/S DE!/ICES, L/6//T.S e,4Z r.NE.0 /.f/ ACCORDANCE {f/ /T// 04AI&AL "OT T//E C/TY Olr CeSr4 /YIESA- - I /8 CO/f/T,PACTO,P S114LL REQUEST /,USPECT/D.0 F.PD�t/J C/TY EUG /�f/EERi 6 DEPT. TO gZ- IJVMZ- 4B "114P5 111,4,0"1114E OF OE.4FO�P.f4 /UG 4 vY K/D,Pif/. 7z - 534- .S3Z3• If A COAT O1_56*,WZ /gU 1O 4S,0114L7 5,4WZ BE A0RL 1,4;0 41%11RO.P10Zk' TO TAE .o•4l1Z -1VX f/T SU,B- G.PADE /X/ TWE ,41W0U,UT OF (.2SJ GALS. oEP S� YO. 04 AS ORDERED BY T.f/E E•UG /.DEER. 14r,,rER T//E ,45,eW,4ZT D4!/E/t'1ENT,L/4S BEE,(/ PLACED s" PROPERLY ,40LLED TYRE 55-1 4S,01v4LT ZW,(1LS1e& 5//.4LL BE ARGL /ED 47 ,4 RATE OF (. /D) 6,4ZS• RYW SO. SAD. OR AS ORDERED 6Al7W' F_i61Z1,EER. .20. STA ff v "S "TALL 1- 4TERr4L LOCAT/OrDS 0A1 6746?8. 1 V T"A.G OVZ;? 4x4.8. &4DAM -5 AVE.) 8505 SF. - - EXST. SYORM r7 ¢ ' I \ � 2 `I Pf399VY //NNGG �,eDE.C?MId.4 L/E N DlEJF.e2, O F , 61'87.7834 6 /7 a z LaP,B e 4f-'�,F�e l8 04-5 5 a/ frlirt, OL IOv % ,/"C/'/ k. Q m / 22 1 O 27 r 648 l 2 .� /°C. C. S /,O.EiY,9L.l� f .CA,t/•t� /.�/6.s' S• f W 5 V + . OP ///EAY.S� .rJi°i°/ZO.r�'•r� (/A •WIDE �i? /!/ES) 5,565 J av ®b + CO.Ir /.ZS 6,47zlSY% 2,920 6GL. .PC,E /Z�B9 i _ l� L+ ' ..( /. 1 O.gTEs , . - !. ,v', 4 I� era. � a _�.. �.� .a. ,aW Ih► ..SSE..D,C C0.9T% /O GS 74 ,P,6oi� 1� o,�,�.,POOY"EO . 29 t .A/E 2 N4 ¢02 4 45SIST < /lY ZSA16/ F�F,;g v as/ s I�•%t Y '' /i� ac - 6'C.MeA6 -0114K � DPOLE OP //E � .� cl QES9ov e .Prot grE c,�'isr 6Za.�P.r vOeT 14W - M/! ` .£�•E�10//•6�.EyEr,LGL".� >,err .E.G.fr {Y -6✓� /P.Ef.CGG'TO,C.f' �i� - -- ® 58 I'S's i _ 150 i' ® //,uCvocEsi�e�>•9oErr6!6/1 s A 'J " S.ir`3PsB�E66�T L .�iA6,�/ ,6 Q "• PGe. Ct. C. AY.�LG 3SF �r� M.A 945 L,j s7 Lt S /OEW, 4L// @ OR1VXWfYS 14Z CROSS- GUT / a 91v9 5.F. • /,vo /ear,ES Fioo f/r -�,�vr STREET L/GL/TS - /y1,4!?BEL /TE R7LES ,SER(iE0 UNOERGROU.f//O 4,04"S Al/E - 20, 000 L. U. E.A. .S"T.P.EET ,![/y,EX INTER /OR STS: - 7,OGf0 L.U. /4 EA. _14?924 Mi• _�is6,EAGf6 ».$.S�E6T ,(/� ,Z - _ O,pior.E .G?ei ✓,6 s.�.. .!/y3 TOTAL Zp 94/N7-1A10 CG¢CLE ...£✓667 �!/°�+ �ii•.���� /�fr /V OT�S __. _ Y/,tEO C /ROLE .SAEET .�`-�4 - B''{�L�/.� .%EiY.E•P /SJ/i /.�� •� /6S L.F. _ - //uaA+ivse /eo L7R /!/L` S'ffEFE7 !/y5 G'f'C..�? .sEH'EP C�TEP.�C� .ZCl /6 L.F /. .qLC J�Pt S.Y.�CL LGI!/F�Pi19 717T•Y,E Of G'l/sT.s� idfESf/ s'T4�/Gl9l�L2S' /JVG' eEO/Y/A/G 'GKLE 3'yCE'67 ,!/S'lv /lf.�.!/.f/LIC ES• /3 Ep .f�!/. ALL .!/s ET T.5/E /9i°�•t30/'.2t O/ Tif/E C /7i� .E//6 /tGF�EE? (o •' TEE /¢ 4'4' .?. REMOVE EX /5T CLEANOUT .>l' ,.fT.P.T r fT T•Y.E G�- �/l,E.PL /•t/.E G� TiG/,.� s'T.P.EET SEWER NOTES MOOiFY & xV,57 ,y// / Eft . 3 A(L ti s'r Li./.�s Firri,�/�ss Fic>,E ,�yo/�/s�e/rs .�vo 4.vr6 asus/�s ss/,S�LA GL2s�� f' TO T/i/E GOf741 ,4.0-irrX4 CtWe/ >3' �f'7,,1? s�°�C /F /�i�T /GUIs• I. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARD OF THE COSTA MESA SANITARY 'G72 Z•F .�.�� s•ESVEe CC�s'rpU�T /OV rH•s�i� CO.yoLy /y /,7' ry D STRICT, B':QC. f?/.4T,E,P /f1.f7 /,c/ / 06--2 L'f 2. G' HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE . A,EQ ,.� /v `ql [i PROPERTY LINE FOR EACH LOT, B "4.f�T.E //,4C//ES , Q 6.v 5. //c OPivEI 9f� O�i�iZESS'eaui' .Je- .E�lf4c�S� .GfPir%Ftys�f' /D.oi°,t�O,rie'.Y,6s'G�t Qe 3_ coos /�EPEO „/ /�.7.Pr orrr/is OL.9v qvr� sf/.t3ct of covs'r��crEo B THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH A "PLOT PLAN" INDICATING THE RECOMMENDED LOCATION OF THE HOU5E CONNECTION FOR EACH LOT PRIOR TO SEWER MAIN CONSTRUCTION. 8" 'TEES'_ 3 AS,Q 4, MANHOLES SHALL BE BRICK OR PRECAST C04CRETE AS MANUFACTURED BY ASSOCIATED E/,? 7. Y oFUaTFS Tv /.vsT,/7LL .!TP"EET t/y iTS. �Z9'BEf/ /(/D C.F. CONCRETE PRODUCTS INC. OR APPROVED EQUAL. /z "TEAS / 6A. s yfr6P ASP/�/gLT s've'fAL /U� ///mss' 066 r/ Oi° -EL/Ed ro v /z "/vo> nq� � /,vCLUOES TgPP/.vG a4LVE s° TEE/ / E'�' ,os��oo o.F.vor,�,6ss rs/.s�v �cr/.el -rlJ �.E,E,vs; .q a-6.nL �'o-qr �.ur,� -riu� S SEWER MANHOLE FRAME 4 COVER SHALL BE ALHAMBRA FOUNDRY A -1270 OR APPROVED 30" R•C.P. 30 �.F pf gsP,3,gLT ,E,,cr/LS/ov ss/glL ��°�°� /EO_ EQUAL TUNCT, STRUCTURE 6 ALL SEWER MANHOLE FRAMES 4t COVERS SHALL BE LEFT Co" BELOW FINISHED GRADE. 9, �°�/' /mil 4ao B,SZSSE s'E6'riOV .urr,FO /v T.,/EY/A•vTi7y c�sTi/<ss�rE ,q�3s �O.P ,ciao %vcs �°U.c>�as,E.s• O,�GYA•r/,v �.L�E SY/,6F/,ECT T� .E,EI�i.! /uv !/,�T!/ 7 ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING OF' STREETS *PAVING 4L7ERN.9TE5: .PCC'Ei�r oFSois r.ES�TS� S. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME $COVER TO FINISHED GR ARIOLE DRIVE ALT, Z ADE � � .•d .4iGL .f.E/f/,E.Ea .ssp�/.YO,C,E�s' f- Pi�.�ES.v,�/,o Cov�,�r .�.�/,9,CL ,R6,c,E�l'v. � A4ELOrs/ AFTER .STREET SURFACING 15 COMPLETED. CT =•=9 0� 7L 2 yA.C. OVER (o "L. T. B. /ci /s�EV yr'eAo� T//E S'E/YEP CO!/TP.�'TOP S.//iDG� .P.f�iS'E Ti1/E /19t/.f/aCE JJ� 5/2 A. C. OVER N,9T/VE SOIL. f.P.sLN65 717 F /.t/ /,SH,E•CJ l,�,e.4.0E /4i�T,E•P SY/.PT.i� /.�/.� /,!• GY/iffi°,1.6T.E , tJ, S. CLAY PIPE JOINT COMPOUND SHALL BE "GPI -Z'; JG -60'. MECHANICAL COMPRESSION „ - ~„ JOINTS SHALL BE "WEDGE -LOCK; "SPEED -SEAL MAINLINE OR APPROVED EQUAL, IN BUNT /NG CIRCLE ALT. Z `2•� A -C. OVER e A.B, NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT MORTAR OR VIRGO CIRCLE. ZL 22 "A.C,OVER (o L.T.B. SU.PFAcE GoUST.000TIOU !!//Tif//.(/ P /L!/ GROUT BE PERMITTED. ' REDWING 6-/RILE " 5 2 "A.C. OVER NA-17 ✓E SOIL H41MIWIAIG.BIR,D DRIVE /? wipe o.�ry ,PSf.EC�s ro rye .�sw o� cv.�� e T. X.= 4. OD /3 • oE,vvres ro /e/sr -9�c fiP6 .YYvev irs % /B "BEf/ /!/O C,Aj NOTE' FOR TINE SPEC /F /CAT /orV,5 AIIET/VOO Oz;7 CONSTRUCT /ON C�,q� �%O.E •��r �o�sJ.�'�/�o ,�/, �� B6 77-/E C /TY o/ • Cc?67 -A MESA W /GL PAY co,e THE /N /r /AL SO /LS AND FOR L /ME TREATED BASE SEE THE REPORT T /TLEp 4 /°P- ESsicw ✓oiurs s.Y.�L ��ovE c�rN /' ��EV s'E.4� ; '%,Y� /.�� /vim" "47Se14 LS TEST, A1,1 Y- 6a66EgUEn/T So /LS 4410 W4TE,el4f,5,7,EST GEOTECHNICAL INVEST /GAT /ON LI"Z- STAB /L /ZAT /ON OF oE' - °"O -povEO Ep//.9L, /,v vv C,gsE .sss/,v� ✓vivTi�/� �grr i,IL asitil,. / E/v!E/7 NECCESS/�eY oCTE ro T /�E 4' of 77 - lNIT //-JL STREET SUBGRKDES/ TENTAT!l/E' 7fTACT NO. TEST At/ /GL gE AT TyE CoAlrRAC7�,25 EXPENSE. RREPAREO BY GEOTECHNICAL CONSULTANTS /NC. 0ATE0 0EC.30 /968 ✓ T HE /R JOB /V O. 580 9 A ) `O/157RI CTIOY V 0I G5 /� /4CL /JbPY J�Y.�GC BE . / GRFO PMfO /e/.yCc'02G7gC/lE fY /T5/ Ti!/E .f'r�lE O/ os�.� /fcr�.vi,� ,a/visdv ofyiGyiygY.r .rrv, s�,�cirics�aus; ,as�rco ✓,9.U!/.4QY, /96A ). COAST. 4 "A.C. OVER /9 "A.B. <ADAM5 AIiE.) AL AT LE 2 A. COT. RA[//NG �OR /OLE OR/YE.) �GEA/ER /DOTES <O/DTD. F A S T) ` '� 2B.CONST, PAI/ /NG�REM.4 /HOER OR'.ZNTER /OR STEETS�• .9 ZVe1,Pr. 7Y.�°.E L' f8E,2 s'r0. PL.gr/,v °S OUEQ co�/sr. r,�.�E o ca�o� 47r,� �, X7- PLav v °d ar1E'e 6 4.6. 0 Ap1j 9T.E -6 e'ONSZ PCC S /,9, -,A Ze .4#a LONGYN6f PER STD. PLANS Mf !ONO N_° 9 rif/E EXISTENCE fP,,!/a LOCgT /O,!/ OF.gC/f U.!/VEpG�PO! /�l/o !/T /,C /TIES' O.0 !'TpdCTUl6S 6. GKVfr. .iTl7. Q9E�P /G.9O.E I.EE? GZQAGK.E CO. 87L7. i3!/'�`G/O/ Sf/ONN ON TiYC S'E �°G.4.t/1 f�PE' ItE�T•9 /(/6°!J /.FJ-' i9 �G/A.PCif/ Of �i/�i9 /Lf�BCE .L�,ECOt�C2L' J .PEiht�A'cE� ,PELOC�IT� Eil/S'T ®.9.CP /C.�O.E Af S/r(�!i'L/ O�!/TiYBS'E i°L.S3//f Tif/E CO.UT�.9CTOG� .CS' BEQU/e'EO TO T.9YE ,GY/E B. Lf9vST. PE.dJ1�00 if/FiS�C76� (�\ �°•t�EGSgUT /Ot/.9Cf� .11E/Jf!/.Q.ES 727 9 LCK /-lCT .41.' 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