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S-60-3.1-3.6i / TYPICAL SECTION OF INTERIOR 5 rREETS All interior streets fo be carrstrucded ,per City of Cosfa Mesa Sfarn'ard plan Nor 1 w 1117 4" U, R 49- 51dewa 11<s s/7.7// be O./7 ' tram Proaerf /y Line dd 8' ' � Dort /and Cement � Concrete O a e' r 4 -'�4 ¢Bars, 4'/ong, /? fr om each - `° "Up-6. under X- 6oHe�- ed9e� ?4'C.C., 3 "from boffa/77 in eac/7 NOTES I. All atreef work 'ha ll covform to fhe city of Costa Mesa and sha/ / meet with the'approva/ of the City Eny1,'7eer. 2. All street • siatipns refer to the center //ne of the Street, 3. All water fines, fittings, fire hydrants and gate valves sha ll comp /y w/th Cos?'o Meso County Wv-ler 0i4y'ZriC74 sta17dard5r �. A// sewer constrzIction sha // comP /y with 0ta/70'9r016 of Casfa Mesa �nitarr,' Distribf r S, /f driveway dePrressions ere m80'e driveway aoorooche's will be cor�siderea, a rF of Phis o /an rnd sha // be Cor/sfrr�c�`dd as per City of Cosfa Mesa Standards. G. ® 4-7547 // street name s /qns. 7 /nsfa// 9tree74 lights . LT. After P/ar/f Mix S41rfacir7Cg has been eceried r-o traffic for a period of rlof less than four (d) weeks a Sea/ coat o0178ist117f of asphalt emu /Bior7 Shall be app /ieo: _ 9, Sin le wator services per standard p /an no, l5 Tifoe ;6' with dour61(r wrap odo /2s_ ©//ANT /T Y ESTIMATE CURB 0 4//V7',?6A7E0 ROCK BfIS.>e ea. 607/ 163,-;177 7o,-)s 5 ,Ff PLANT M/X SURFACING Z" /ALA /JT "/IV SU/lft1CIA.16 3" 3414 5/ SO, A . lW2AII.IA(SE 57- UCTU/IE "A 357 417.,C . 12' T/2A.c15/ A-rE/2 A AI 01 ?A 11JA6,E •S7'12UC7*U1?E A- / Ea. ST1WEET L/CVA /T5 74 ea. R. C. E. 8793 DATE APPROVED DATE C/T ENGINEER - CITY OF COSTA MESA �l +g - /�C -r•� 57-12EET 5 /G1-16 8 Ea 6" 7Y1AL/5 /rE WArE12 MA /L/ 40" Ln.A4 8'• r12.A C/5/TE WA7'e/2 "A1,41 357 417.,C . 12' T/2A.c15/ A-rE/2 A AI 689 4r? Ff ep° GAra VA vE5 Ea. 8" GATE VALVES / Ea. 12 "GATE VALVES / ea. F //2E AI KI')/2AA,/T5 7 Ed• /" W417E/2 L TERAL 5 78 £Cr. end use srrrooth hx�rs, grease or wrap w. APPROVED ' ' i.e�2lirri2/ one end of each ba/-. /0, All server rmanhole f1-omw and covers shall 6w left 45' A41116E12- C05rA MESA cozlllTV WriTE/I 1)157-121CT below finished 9, -.-de . The sewer C0171t -WOkr shall raise fhe DATE O %/� /��i /7-7.7/7/70% frames and Covers to finish grade after sur %cir� �PI �.rAL Sk01— I /ON is comp /e" a' 8" V,C,P 3EfNB/d IWAW 4877 Ln. F. 6' VC-P- 5EWE12 LA7- ,ERALS 2340 Ln.L . " O�d /1, All underground revs -k shall % canPfeted ,prior- to ,oaring /L/STIILL_ 57.0. M<ti.i/• /OLES 16 Fa. APPROVED : COSTA M SAN /TARP DISTRXT ^ of sr'rv-ets, PIPES /GENT - CROSS GUTTER DATE : -- 40 4n' STANDARD DRAW /NC7S 3 ?, B DRAWING ' NUMSERS /. S, 6, 8, 9, /tt /5, 16/7 4' 4 �. 'v B.,Gmwn� a 3 "PA45F5ao/COO� FUTU ?E 10AW7VEMEArTS Rip2 C "curb Guii¢r � k 4'x 4" PC.C. Sid¢ wo /L SC 2 /�r.m¢ COOS TYPICAL SECT /n/V C MESS VE/2nE nl2lVE T J tz I q r N /? /P Q B' /3.54' ON SrIM- CrUl2e Z' /0• 4 5 I f� 1� 33 �'� /6.5/'riv ST/7UCrurrE 3" j S SL 410 Vh tlo �I�`I��► r werea Dire SEweaEUUenFLa4v p� h�a¢ 32 IZ INDEX Lek W o.n f J 0 C �/ re Jai 3 3 e CT LJ �T �Ci 0./7 F /LL W/TXI ZAI TAr� + I SLOr�E %�F1. V E0� R y� t 56 V ( a spa 9 s7 / REG I SHEET �.' uo / , X40 i 'X30 19 m 8 TITLE SNEET 1 ,� ° — 57RUCTURE Q9Y° SLOPE 7I mc.4L Sim W`n AA1� - 5 C ti T _ a _ ,�// ��++ //�� 40C AM" �y/� l / �� �h 4 I y \3 % 29 C JA VA 0121 VE 't f�TC /?AL L� Imo.` lM / aq X38 m 3 v I ` z = � 7 W�ITErI L w F TAHITI n/7/VEE , 3 /� A Stl1L/L�� 0/l %V�G 4 , yf��� Low 43 S ; <� 6 M4U1 PLACE 61 �a sus a; 2' 22 6, oCA12 ILLnN IVIVE 6 1 !o% 64 c� °, >; °' 20 23 TI A4012 0171 VE 6 ly LAT Y /NE h &&&SA ✓EQQE'n/L. ¢ 10 �� .� y X63 4G � s 2s 4 "ESA VER/)E /�Q /VE (o • � I W : - 'OE�Tr /OPrJ /TGX /hQ/J /f5 . �t•t' /d d° J(L �c..�\ � a�' .r 2 - _ 5 J CU ?/d J CL r7' 4 0.�7' ( F ?OM 00' 70 2.5' C�6�/' t li d 12 V /ATUQAL .? 3 L/�1TU?1TL y.? ti 50 ., 5' M1 GQOUL//7 '� ¢ P $ 51 ,� ` u : 52 �• IMAIAIA45E ST/21/Cr1/&,E TVIONCA1. SECT /ndJ �5� 55 }`s Ica �s� vc noc ��. na��wr SCALE., / _ /•` ' �% �� nircAl LOT LIME LINE 'I r� LOT L AIE , /NI'7E X Mil as � b Inn OF cUaAS GUTTER G ?ME ° al •. GUTTE/I G ?A/7E �' „ ,. ": ;: CugA3 GursEa GRAgGO !r Gurrza GRd/7E b. ✓ �n y _. 34p 24GC- 1136')24'CG ?: _q . D: P_:. 7N CE7J, 2 -• 4.S LOA/6 V A44 /N CE.t/• 4.5 LOAN \9� 5 • �y I I cam, e h-- r >Y T? N /TlOA/ F OM s a eus nM 2s zs sTrIUCTUM 717 CUQ3 sTRacmWe Tn caRA a <.. `• , -c - .^ ,. O ? <`r�""I GUTTE ?T?dN5 /T /f7N P/ZnM ST ?L/C_ �, 5. _ r TORACT Nor 399 .e.a..: TU2 TO AO ?44114 CU ?3 C1-7 Y OF COSTA MESA ' SCdLE. / 3 W -LET 17ETAIL / /LET nEmL T ` SHEET ND I OF 6 SHEETS ,, 74- COAIST)?ZICT 4X4& P. C SIDEWALke PER TY)DICAL SECTION —SEE 514Ec-T Ng COCONSTRUCT 7 TYPE �Dw CURB j GUTTER PER STANDARD PLAN A/e 6 CONSTRUCT PAVING PER STANDARD PLAN Algl^ SEE SAIEET AJ91 INSTALL 6" 7-RANSITE WATER, MAIN WITH COPPER HOUSE SERVICES sv, INSTALL 8" V C . P SEWER MAIN W1 TH 6" VC.R. HOUSE SERVICES 4F L\ Qt- L* 0.1 DA7A ? !lee CATA .71, 'p 4- 1b rk C? 42 16169,0 IR - *. 1 6 1431P ail -760,00' t vo llz Ell Tj 1.7 5 5 0 �i / yv 'y1 �� ,P Ja �� 69ACHAT2 OSX4 A 3TAJ4 3U190FI9 V, 03'..'r 1£S HACHAT? 0& X4% A qTA Iq ;'HPOaq 60O— 2, CONSTRUCT 4 ' X 4" P C C. SIDEWALK PER TYPICAL SECTION — SEE SHEET Me CONSTRUCT TYPE OD" CURB 0 GUTTER PER STANDARD PLAN Ng 5 CONSTRUCT PAVING PER 57-AAIDAPD PLAIV NP SEE 51/EFT A.19 I —INSTALL G" TRANSITS WATER MAIN WITH COADER HOUSE SERVICES INSTALL 6" V. C) SEWER MAIN WI TN ro '. v C. p 1404YSE SERVICES 'C0A1Sr1,?Z1CT STO C12OSS GUTTER Pel? S TZAJOAV20 PI-AA,15 A19480!9 VEROE qo j4 0 40 NZ) 21- NI X, C5 lyµ J V OSXA A TAJa 3J19099 f I m 151� c,a.e-s o74,n& x 60.97' 67 CONSTRUCT 4'X 4" P C C SIDEWALK PER TYPYCAL SECT /ON - SEE SHEET N9 CONSTRUCT TYPE V* CURB * GUTTER PER STANDARD I=Y-AA( Ng 5 CONSTRUCT PAVING PER 5rANCORD PLAN AM SEE 5AIEET AJP/ INSTALL 8" TRANSME WATER MAIN WITH COPPER 901154E SERVICES INSTALL 8" V C. P. SEWER MAIN WITH G" V C. P. HOUSE SERVICES COA157T21-lCr STAAJI.?AIW C1205S GUTTER A51? 5712 A)LAMS <3e9 IA15TALL G* 7-12A41517'E WATER 4-fAlAl WITI-ICOPIFE— MOUSE SERVirGES 17,qo Al g;W & 5��10 tohl 0 Iff & goo (0 sm y3 cil e 49 o aMallAT? OSXP A 3TAJ9 3JI1099 66 r A'- /p n/v- cIn.CIAI A i v 7-V1:)1.-,A/ SFE SA /EFT Al_ °1 SCp. ti i I $¢a Shea/ A194A SAAWA nl?IVE 40 30' lei �� Q1 I �C,�� 4i n 0 43'/4.0 N g [ } -.I_ — _ _ .. - -- _ _. r m - -f I � �" 1- I � -F 1 � i t � I � � �� F t`� +. � r �. � _,. � �_ i_.� r # � , f ��- `� , � � ��� 4r �.�} I }- t + � � 1 I -,I .� I � � _� � ����