S-63-10.1-10.5la
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ai
r'.
/o'
O•/7' 4'
0.17'
O'
20' 2o'
+
6' crown �___ %¢•'/'
A.C. PaV''n Seal Coot over
4 A99!' Bose I SC -250 pelme Owe
Type b " Curb and Ga#er
Std, AC•C. Sidewalk, 4" thiutr
TYP ICAL SECT /ON
BO /SE WAY, CARSON STREET,
TAFT WAY/ BOSTON WAY,
CHARLESTON S77.eEETC6t9 1- 1Ot20)
o'
20' 2O'
6 "Crown
2 "A•C•Poving Sea / Coat over
4 "Aggr: Bose jg sC -zs0 Prime Coot -
Type 'C" Curb ono` Gutter
—
Std. P.C.C. Sidewo /k, 4" thick
TYPICAL SECT /ON
VAN BUZEN AVENUE
t •.•, .
—� 6 "Crown
2 "A.C• Paving Sea/ Coot over /
4 "Aggr. Bose 0 sC -25o Prime Coot)
Type "D" Curb and Gutter —�
Std. P.C.C. Sidewa lk, 4 "thic•k —�
TYPICAL SECTION
CHARLESTON STREET
I
Oiled
Shoulder
Exist. Straight
PPIV, , Grade
2 A.C. Paving a Sea/
Coot over no ti ve
Bose J� SC-260
Prime Coot
TYPICAL SECT /ON
P-A /RVIEW ROAD
i
• -- 4.
D
+
Grade
Ditch to
Drain
/7
DRAINAGE STRUCTURE SCHEDULE
st 9
N °-
L
H
W
E/ev. A
v.
Elev. B
Elev. C
/
7.O'
6.60'
3.00'
26.45
25.6Z
25.95
2
/O.O'
5.87'
3.50'
26.62
25.6/
ZS•94
3
/0.0
5.70'
3.00'
26.63
25.63
25.96
D
Q
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" 32 z3i x /� 6o /v. Any/e
z "eI. icl. Z'o• ,0.. !ron w,•fh Anchor 4 3 t
�g 0 Anchor, Nook End z r� Bo/fs Q z'-0 •• 0. C • . 1�
welded to Ang /e• j
e4 ®is" 44 ®S"
•!I.. "kon Protection
Bor Fu // LengtF! ."
/ "x!z "Go /v. of openin welded IL
Bolt 026 "O.C. to /" I 11191
e" w Is a:
SECTION A -A SECT /ON C -C
2 =0" =o" L 3 =0" 2=0"
4/Fombro Fdry.
Frame Cover
Expon n A -1402 or approved
* `Expom
Conc. Apron Joint
PLAN
4 QIS• :V r E /av A
+.,
Exponrian
Jo.nf • �z "ci
v 9r4O5" N
z c!.
z "u.
90"4 COS--
FRONT ELEVATION
4' 4'
r
+ Port /and Cement
Concrete
\6 "Aggregate Bose
4 -9r4 Bars, 4' long, /2" from
each edge, 24° 0.C., 3" from
bottom, in each end.
Use smo07fh bars, greose or"
wrap one end of each bar.
TYPICAL SECT /ON
CROSS GUTTER
•r /.
1
0
0
L�- t.er�•✓o �� �
PLAN AND PROFILE FOR
STREET IMPROVEMENTS IN
rRA CT N° 5005
/N THE CITY OF COSTA MESA
� w ORANGE COUNTY, CALIFORNIA
so 51 o JUNE. 1963
52 53 54 I E 55 56 57 5B 59 60 G/ 6 2
to Prepared in the office of
50 UTHWORTH 0 STEVENS /NC.
CIVIL ENGINEERS
49 i»o�w _B••w S.L. r. B "W O; F. t� ��� //6 E. 18TH. ST'
CHARLESTON STREET
- - - M•H.'"7 COSTA MESA, CAL /F•
M. H•'"B 8'•v.c•P• M,,.6 ENGINEER
n4e ¢s.1. \ ® .C7GLYZtL Zr� DATE 7 -lo
k Q 39 39 I 69 68 67 66 65 64 68 DONALD E. STEVENS , R.C•E. //066
Si
47 3 W
C
v
3 40 37 :z ENGINEER -CITY OF COSTA MESA
CD W
4G c I Q ; 70 71 72 73 74 75 76 APPROVED . _ _ DATE s.. I.i S, 19 43
36 MANAGER -COSTA MESA COUNTY WATER 0/STR ICT
35' F 6� CAZSON 2EET
�. 42 cxlar B'v.c•P. /
4s ° .APPROVED � '�/ `-c -'��` � -- DATE
44 43 34 y I � /s /4 a
V /
j 3
PRESIDENT- COSTA MESA SANITARY D /STRICT
27 28 29 So s/ 32 83 e m 16 13 u"9 2 APPROVED �_
��'.�DATE
M. N.'"2� "W S•`• s;._ —gw ®F.N. W /7 /2 3 a - G EAIERA L NOTES
3E WAY ro
"v. C. P. M.H. * /
u /B // 4 ALL WORK DONE SHALL CONFORM TO THE STANDARDS OF THE CITY OF COSTA MESA AND SMALL
z Q BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER.
26 25 24 23 2z 21 20 /9 /o S STATIONING REFERS TO THE CENTERLINE OF STREETS
r° CURB DATA REFERS TO THE FACE OF CURB
� s•t.
t IF DRIVEWAY DEPRESSIONS ARE MADE, DRIVEWAY APPROACHES WILL BE CONSIDERED A PART
Street Sheet Ns 6 OF THIS PLAN AND SHALL BE CONSTRUCTED PER STANDARD PLANS NO. it AND 12.
FAIRVIEW RD. —5
9 c•� AFTER ASPHALT CONCRETE SURFACING HAS BEEN OPEN TO TRAFFIC FOR A PERIOD OF NOT
BolsE WAY 3 t LESS THAN FOUR 4 WEEKS, A SEAL COAT CONSISTING OF AN ASPHALTIC EMULSION SMALL
VAN N EUREN AVE. —2 8 7 BE APPLIED.
CARSON STREET —2
CHARLESTON Sr —4 SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE
BOSTON WAY 4 N AFTER PAVEMENT IS IN PLACE.
STO,eM DRAIN 5 ALL UNDERGROUND WORK WITHIN THE STREETS SHALL BE COMPLETED PRIOR TO PAVING,
TAFT WA Y .3
scale - ( " " /AO'
/ND EX MA P
FIRE HYDRANTS SHALL BE TYPE "A" OR APPROVED EQUAL.
THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT
SEWER SYSTEM:
6" Y.C.P.HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM THE SEWER
NA IN TO THE PROPERTY LINE FOR EACH LOT.
THE DEVELOPER SHALL FURNISH THE.SEWER CONTRACTOR WITH A "PLOT
PLAN" INDICATING THE RECOMMENDED LOCATION OF THE HOUSE CONNECTION
FOR EACH LOT PRIOR TO SEWER MAIN CONSTRUCTION.
ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING
EXCAVATION 4,610 C.T. 8 "A. C. WATER MAIN —1,451 1. F. OF STREETS.
2 "A.C.PAVING 119,000 S.F. 6" A.C.WATER MAIN 1,512 L.F. ALL SEWER MANHOLE.FRAMES AND COVERS SMALL BE LEFT 6 "BELOW
FINISHED GRADE.
SC -250 PRIME COAT 3,330 GAL. 8" GATE VALVES 4 EA. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO
SEAL COAT 1,330 GAL. 6" GATE VALVES 5 EA. FINISHED GRADE AFTER STREET SURFACING IS COMPLETED.
AGGREGATE BASE 2,650 TON FIRE HYDRANTS 7 EA. o+ DENOTES INSTALL FIRE HYDRANT, TYPE "A" \
TYPE "C" CURB i GUTTER -960 L.F. HOUSE SERVICES 76 EA. -— DENOTES INSTALL 6" GATE VALVE
TYPE "D" CURB i BUTTER -4,190 L.F. ¢ DENOTES INSTALL STREET LIGHT
Expansion - - _
Joint CURB ONLY .(RETURNS) 24( L.F. ® DENOTES INSTALL STREET SIGN
CURB INLET
"
3
EA.
CLAY PIPE JOINT COMPOUND SMALL BE "CPI -2 ", JC -60", MECHANICAL COMPRESSION JOINTS
SHALL BE "WEDGE - LOCK ", "SPEED
24 R.C.P.
42
L.F.
-SEAL MAINLINE" OR APPROVED EQUAL. IN NO CASE WILL
JOINTING MATERIAL USING NEAT PORTLAND CEMENT, MORTAR OR GROUT BE PERMITTED.
R.C.P.
""'48"
75
L.F.
L
WATER SERVICES SHALL BE INSTALLED PER COSTA MESA COUNTY WATER DISTRICT CIRCU-
R.C.P.
156
L.F.
LATORY LETTER, DATED JUNE 30,1960
P. C. C.SIDEWALK
22,000
S.F.
- UNDERGROUND STRUCTURES
P.C.C.CROSS GUTTElR
4,190
S.F.
8 "V. C. P. SEWER 2,,�70 L.F. "'
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
STREET SIGNS
5EA.
6 "V.C.P.LATERALS Z440L.F.
AND THOSE
SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND
EXTENT.
STREET LIGHTS
171A.
STANDARD MANHOLES - -- 10 EA.
THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERE -
TO AGREES TO.ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES
RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED
TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: LOCATED AT
VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED.
TOP OF STATE DIVISION OF
HIGHWAY
BRASS
CAP #B-7,1962, 20' NORTH OF AND
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
69' EAST OF THE INTERSECTION
OF
THE CENTERLINES.OF
GISLER AVENUE AND
UTILITIES OR STRUCTURES SHCWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE
SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
FAIRVIEW ROAD. ELEVATION
- 27.76,
CITY
OF COSTA MESA, CALIFORNIA DATUM.
THE OWNERS OF THE
'UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
Donald E.Stevens,R.C.E.X11066
L
TRACT N¢ 5005
5
Shee t I OF 5
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