S-62-16.1-5F
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Street
PAULAR/NO AVENUE
COOLIDGE AVENUE
AUSTIN STREET
TAYLOR WAY
TYLER WAY
Sheet NR
2
3
4
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5
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- bCALE 1 "= 100' x
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51 52 S3 54 55 56 5"1 58 59 L, l I
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AUSTIN j STREET '
50 35 34 1 ® I9 18 I
1 � j •
49 K Q 36 33 20 Il
3 j <
48 3i 32 3 21 f ro w 1
41 38 31 O I 22 15 Q
Q �I
46 h >* 39 30 h 23 14
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45 j 40 29 24 t3
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J I
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44 s J 41 28 $ �+'' . 25 12
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1)
43 4Z 27 2G 15 Uj
1 2 3 4 5 Q. 1 8 9 10 II
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PAU L ARINO _ _ AVENUE
----= - - -0-- ---0 — --
______.EAISTING 8"V.C.P. MWEP___ -
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INDEX MAP
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PLAN AND PROFILE FOR STREET IMPROVEMEN T ,%Oi IN
TRACT N- 4565
CITY OF COSTA MESA, CALIFORNIA
ENGINEER �n-�,� �� DATE -
tea
JANUARY , 1962 DONALD E. STEVENS , R.C.E. 11066
$oUTHWORTH AND STEVENS. INC.
SOUTHWORTH �, STEVENS APPROVED __ DATE
ENG NEER CITY OF COSTA MESA
CIVIL ENGINEERS j
116 EAST 18TH STREET' /�`l ( ti
COSTA MESA CALIF. APPROVED \ DATE <2
MI. 6' 8915 MANAGE2- COSTP.MESA COUNTY WATE2 01ST.
Co° DATE
APPROVED ,
P2EStDENT'•C0STAMESA SANITP.eY 01S'C.
GENERAL NO TES
STATIONING REFERS TO CENTERLINE OF 3fvLtf4.
CURB DATA REFERS TO THE FACE OF CURB.
O'
ALL WORK DONE SMALL CONFORM TO THE STANDARDS OF THE CITY OF COSTA MESA AND
10 20' 20' w - .SMALL BE COMLETED,TO THE SATISFACTION OF THE CITY ENGINEER.
an' o.n
THE WATER SYSTEM SNAIL CONFORM TO THE STANDARDS OF THE COSTA MESA COUNTY
. c• GROWN <. WATER. DISTRICT.
t THE SEWER SYSTEM SHALL BE INSTALLED TO CONFORM TO COSTA MESA SANITARY DISTRICT
0 2” A.C. PAVING 4 SEk4 COAT OVER 4" I STANDARDS.
AGG. BASE 4 SC-1 PRIME COAT 1 WHERE.DRIVEWAY.DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SMALL BE .
TYPE "D" CURB � GUTTER CONSTRUCTED TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD NO. flAND 12.
STD. P.C.C. SIDEWALK- 4" THICK AFTER ASPHALT CONCRETE HAS BEEN OPEN TO TRAFFIC FOR A PERIOD OF NOT LESS THAN
TYPICAL_ SECTION YOUR,(4) WEEKS, A SEAL.COAT CONSISTING OF AN ASPHALTIC EMULSION SHALL BE APPLIED.
ALL UNDERGROUND WORK SHALL BE.COMPLETED PRIOR -TO PAVING.
INTERIOR STREETS STREET NAME SIGNS TO BE INSTALLED. (STANDARD PLAN NO. 17) SHOWN THUS
`STREET LIGHTS TO BE INSTALLED SHOWN THUS -0-
.FIRE HYDRANTS TO BE INSTALLED SHOWN THUS o-•
WATER SERVICES SHALL BEANSTALLED PER COSTA MESA COUNTY WATER DISTRICT CIRCULATORY
°LETTER, DATED JUNE.30, 1960.
6 0' SEWER SYSTEM:
IO 3 SEWER CMAIC TOSTHEOPROPERTYSLINELFOREEACHSLOTCTED FROM THE
al; 20 2O' 4 O.IT THE DEVELOPER SHALL FURNISH THE SEWECCONTRACTOR WITH A
}- I I . "PLOT PLAN" INDICATING THE RECOMMENDED LOCATION OF THE
HOUSE CONNECTION FOR EACH LOT PRIOR TO SEWER MAIN CONSTRUCTION.
I I L y w ALL'SEWER HOUSE CONNECTIONS SHALL.BE PLACED PRIOR TO
I-- $TO. EC.C. SIDEWALK
Z 3`lpE "C "CURBLGUTTEt? ! SURFACING OF STREETS.
2"A.C. PAVLNG 4 SEAL COAT -ALL SEWER.MANHOLE.FRAMES AND COVERS SHALL BE LEFT 6"
OVER 4' AGG. & @%E f SC-2 I BELOW FINISHED GRADE.
PRIME COAT. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER
T'I(PICAL .SECT'IOLV TO FINISHED GRADE AFTER STREET SURFACING IS COMPLETED.
PAUL)WIND AVENUE SEWER STATIONING ON: THESE PLANS REFERS TO CENTERLINE OF SEWER ONLY SHOWN. THUS o+oo
ANY IRRIGATION FACILITIES - WITHIN THE LIMITS OF CONSTRUCTION INDICATED BY THESE
;PLANS SMALL NOT BE ALTERED OR REMOVED WITHOUT OBTAINING PERMISSION OF ALL PERSONS
' HAVING ANY INTEREST IN THOSE FACILITIES.-
STA.0 +00 TO 6 +60 - tLXV PIPE JOINT COMPOUND SHALL' BE "C.P.T. -2 ", "UC-60'; MECHANICAL COMPRESSION JOINTS
60 SHALL BE "WEDGE - LOCK -, - SPEEO•SEAL MAINLINE" OR APPPOVED EQUAL. IN NO CASE
WILL JOINTING MATERIAL USING NEAT POQS LAND CEMENT, MOTA2 OR GROUT BE PEQMITTED.
to v STP..6 +60 TO 7+87•I5 BENCH MARK
i a 20' zo' i '
curb Face IN THE TOP OF CURB ON SOUTH SIDE OF BAKER STREET AND 5l EAST OF CENTERLINE
:r':' butter OF BABB STREET PRODUCED. .ELEVATION.39.70 -CITY OF COSTA MESA DATUM
Lip of
T'A.C. PAW NG SEAL'COAT OVE2
4" AGG. BASE t SC-1 PRIME COPT Expansion ✓aint '�t
TYPE "C" CURB 4GUTTER r EST /MATED QUANT /T /ES
STD. P•C.C. SIDEWALK 4" SNICK concr6te ,Apron
TYPICAL SECTION CT
=Ie le'f/ilak ~
GOOL10GE AVENUE !
_ - 16 - EXCAVATION 7 SO4 C.Y. B" A: C. WATER 624 ' L.F
/ Bapansion - - Erponsian .2" A.C.PAYING 83,962 S.F. 6 ". A.C...WATER 1,578 L,F '
.. !. ✓amt ✓a,nt -
#Gl RELATE. 0 SE i2, 11 1 TONS HOUSE SERVICES 6O EA.
4-"`4 8ors,4' /ang,12' "from a
eoi 'cmd /np�eochOe d from ' SEAL COAT 433 GALS �l 8" GATE VALVES 2 EA.
B' Use smooth bars grease or
wrap one end of each bar. s jB04 PRIME COAT 2,332 GALS 6" GATE VALVES 3 EA.
4' CROSS GUTTER DETA IL
4'
:TYPE.* " CURB & GUTTER 19249 L.F. FIRE HYDRANTS s EA.
PORTLAND CEMENT CONCRETE `TYPE "D" CURB & GUTTER 2,768 L.F.
j '.CURB ONLY (returns) 276 L.F.
°o < ` • rY 8 SEWER 1, 50o L.F.
;d;:. f ,� 6 „AGGREGATE BASE
X- GUTTER & SPANDRELS >y664 S. F. 6” HOUSE LATERALS
1 DEWALK 17, 4628 S. F.
° 4 1112" BA25 4' LOW,, FROM j.
EACH EDGE. 24° D.C. 3" FROM aGUARD PANEL '%4' LE. STANDARD MANHOLES '� EA,
BOTTOM IN EACH END. USE SMOOTH
BARS, GREASE OR WRAP ONE t
EET 1GHT 4 t3 EA.
,STR
END OF EACH SNPL.
S
- , 4TREET tGNS 4 EA.
... + _
TYPtCNL SECTION I { +
CROSS GUTTER
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