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AVE. FOR LOTS 14 2, IS It /6-
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-
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T
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Fire
Hydrant
TRACT
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Relocate Guy Wire
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40 to
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NOTE - UT/L/zE EX/sT/NG SEWER LATERALS
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AVE. FOR LOTS 14 2, IS It /6-
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/
75.00'
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See Sheet N°
T
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7S.00'
--
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-
N. 89 °28'28
"E.
552.11'
-
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/O CONST. 2 "A.C. PAVING AND SEAL COAT OVER
4"" A66REGATE BASE AND SC -2 PRIME GOAT.
CONST. TYPE "D "CURB AND GUTTER PER STD. PLAN N9 6.
CONST. P,C.C. SIDEWALK, 4-THICK, 4' WIDE,
4O CONST• 6 " A. C• WATER MAIN, GATE VALVES, FIRE
HVDRANTS AND 1,2-"COPPER HOUSE SERVICES.
CONST. 6" V.C.P. SEWER MAIN, MANHOLES AND
6" V.C.P. LATERALS,
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R- 40.00'
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o W =4', V =6.66'
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OSXA A 3TAJ9 URON
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PLAN AND PROFILE FOR
STREET IMPROVEMENTS /N
OW
TRACT A/� 4338
IN THE CITY OF COSTA ME5A
ORANGE COUNTY, CAL 1FORAIIA
AUGUST, /96/
ENGINEER
e0 • �! -� ' DATE Oa _ i�
D. SOUTHWORTH R. CE, 6579
20' _ 20'
EN(;/VEER -G/ T Y OF COSTA MESA
6 "crown 94 ":1'
APPROVED I' DATE
7�?nt "A.C. paving sea/ coat aver MANAGER? COSTA MESA COUNTY WATER DISTR /CT
base a SC -2 prime coot. std. type 'O" curb egutter { . std. sidewalk, 4° thick. APPROVED ��� • C �'!�� -d DATE ! ��
TYPICAL SECTION
TERM INAL PLACE
PRESIDENT— COSTA MESA SANITARY DISTRICT
40' APPROVED DE
AT /9G/
20 20'
4'
- -- BENCH MARK - °n"" in top of concrete wo // of
- -C� southeast corner of 17th. Street and Placentia
Avenue.
Coast. std. sidewa lk, 4 "th,ck Elev. _ 102.77 per datum of City of Costa Mesa.
TYPICAL SECTION i
PLACENT /A AVENUE
' GENERAL NOTES
I. Stationing refers to the center line of streets. '
2. Curb data refers to the face of curb.
EST /MATED QUANTITIES a. All work done shall conform to the standards" of the City o-F Costa
STREETS Mesa and shall be completed to the satisfaction of the City Engineer.
Excavation 2,/64 Cu. Yd 4. /f driveway depressions are made, driveway approaches W/// be conikier4ee
2 "Asphalt Concrete Paving 29, 58Z S.F. a Port of" this plan and shall be constructed as per City 010 Costa Mewa
Aggregate Bose 566 Tons Standards.
Sea/ Coot 262 Go /c.
5C -2 Prime Coat 655 Gols. 5. After the asphalt concrete pavement tics been open to traffic fvr rY �- eriad
Type 'D" Curb and Gutter /,2/2 L.F. of not less than four e4) weeks a sea/ coat cons /sting Of on ,OSphCr/tIC
Sidewo /k 6,026S.F' emulsion shall be applied.
Street Lights 4 Ea.
Street Signs / Ea. 6. Sewer manholes shall be /eft below lewvement yrode and prou9ht to
Remove Curb and Gutter 90 L.F. finish grade after pavement is in place.
7. All underground work within the streets sha// be complotecl �Drior' to- Peeving.,:
STORM DRAIN 8. The Water system shall conform to the requirements of the Cos tci
24 "R.C.P. —727 L.F. Mesa County Water District•
�'_S -`°� 9. The sewer s stem shall conform to the re uirementS OF. the Costa "M00
Curb /n /et Structure / Ea. 1' q �
Storm Drain Manholes 4 Ea. sanitary D /strict.
Outlet Structure / Ea. /0. Fire hydrants shall be Rensselaer List 90-A or approved equal.
//• denotes install fire hydrant. eType 'sl
WATER 12. ¢ denotes install street light.
e' Asbestos Cement Water Main 572 L.F. �, }
e "Gote Valve I Ea. /3• ® denotes install street sign.
Fire hydrants (Type X) 2 Ea. u"
11� capper woter 314rv/ces /2 Ea. 14. t O denotes sewer stationinS• 7
15, Water services shall be constructed in accordance with the
requirements of the Costa Mesa County Water District pad sha //
be /!'Z" single sCrv/ces. "
SEWER
8" V.C.P. Sewer Main 567 L. F.
Std. Sewer Manholes 3 Ea.
6 "V C. P. house /atera /s 455 L.F.
REVISIDNS
DELeTEO GRATE INLET ANO TRACT. Ns' 4338"
ADDED STO M DeA1N�M•H.STX.8+64 Sheet I 0-F 2 Sheets
ADDED 6(2ATE TO M•ti• 3 Sti.ttt
.0