S-61-23.1-23.6,
f•
i
0./7
_ 6 0'
/0' 20' _ 20'
6" Crown
3T -2 2' A.C. paving Sea/ Coot aver
\ 4'Agg/: Bose SC -2 Prime Coot —
Type W Curb and Gutter
Std. P.C.C. Sidewalk, 4" thick -
TYP /CAL SECT /ON
ARTHUR AVENUE, DORSET LANE
BUCHANAN WAY, CLEVELAND AVENUE
't O./7'
i
.t— 4•
PL AA1 A/VD RROFIL E
FOR IMPRO VEMEN T OF STREETS IN
TRACT
A10 4395
CITY OF COSTA
MESA, L I F.
NOVEMBER, /96/
Prepared in the office of
SOUT/'/WORTH 0 STEVENS, INC.*
/ If 6 E. /6 TH. S TREE T
COSTA MESA, CALIF.
B "6. V. _- 8"a V. PAULAR /NO AVENUE
__ _— M.N. i B" ✓.G -P. �.M -.+It3 — �M•N��F'KC•P..
Exist. /m rovements ?4'2 /8'
T 60 59 58
/a' 32' 8''_ N 4(W
4' 047' I zvJ
�... W
37 38 39 1
Ir Q q
57
56
65
54
53
52
5/
SO
49
40
41
42
43
44
4S
.46
4 7
48
3"A-C- fbviZq Seo/ Coot over 2 "A.C. Paving Seat Coot over
"Aggn
e3 -
0
3
ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO
- 6 Bose Q SC -2 Prime Coot 4 A9gr. Bose t,` SC -2 Prime Coat
, ",
4 4' SIDEWALK 23,303 S.F. 6" V.C.P.LATERALS 1,920 L.F.
S
U
i
ENGINEER - a
_ATE
DONALD E• STEVENS , R.C.E. / /OGG
SOUTHWORTH AND .STEVENS, /NC.
CITY ENG /N R- C/ Y OF COSTA MESA
APPROVED PATE
COSTA MESA SAN /TA Y DISTRICT
APPROVED zg;7 DATE
er eye C_
COSTA MES COUNTY WATER DISTRICT'
APPROVED 0��� DATE 6/
MA NA GER
/ GENERAL NOTES
W
Zs I 2 STATIONING REFERS TO CENTERLINE OF STREETS.
Wo 3 CURB DATA REFERS TO THE FACE OF CURB.
ALL WORK DONE SHALL CONFORM TO THE STANDARDS OF THE CITY OF COSTA MESA AND
Q 3 SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER.
THE WATER SYSTEM SHALL o+F "A _N ` -G.v ^ s.�• 4 THE SEWER SYSTEM SMALL BENINSTALLEDHTOSCONFORMSTOFCOSTA STA MESA COUNTY WATER DISTRICT.
$ "A.C. Paving � Sea/ Coot over s`' �— a "w —�•• B "v. c.P.
6 "A89r. Bose e 5C -2 Prime Coot. O - ESA SANITARY DISTRICT STANDARDS.
6, O M. N. �/O •C.0• M•N. B DORSET !� LANE Curb an
Type C'" d Gutter S.L. Y WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHED SHALL BE
F.H.
std. P.C.C. Sidewalk, 4-thick. i- :r 5 CONSTRUCTED TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD NO. 11 AND NO. 12.
4
TYPICAL SECT/oN 2e 2/ 20 AFTER ASPHALT CONCRETE HAS BEEN OPEN TO TRAFFIC FOR A PERIOD OF NOT LESS THAN
34b `N 33 32 31 30 29 Q FOUR X4) WEEKS, A SEAL COAT CONSISTING OF AN ASPHALTIC ' EMULSION SHALL BE APPLIED.
FAIR VIEW ROAD 36 .35 f .
\ ,�6 3 k 6 ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING.
• 0 I ( 2 i 22 STREET NAME SIGNS TO BE INSTALLED (STANDARD PLAN NO. 171 SHOWN THUS A
��•3 27 Qm s.,. O 7 ¢IREET LIGHTS TO BE INS ? IER..OWN THUS �
fi Q FIRE HYDRANTS TO BE INSTALLED SHOWN THUS 8
/9. 2'- 6' /O' 20' 3' lu
26 U,� 23 lu i WATER SERVICES SHALL BE INSTALLED PER COSTA MESA COUNTY WATER .DISTRICT CIRCULATORY
/ /7 j i 8 LETTER, DATED JUNE 30, 1960.
4 O./7' - 0./7' 4 /2 Oi 41 SEWER SYSTEM:
z.5 24 `i 9 6" Y.C.P. HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM THE
. join IL U SEWER MAIN TO THE PROPERTY LINE FOR EACH LOT.
Exst. Pevement �_ y:/' s'.•, 6 "Crown
�_
_ _
BAKER
STREET
THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH A
"PLOT "INDICATING
—_— —_ —_ —_
PLAN THE RECOMMENDED LOCATION OF THE
J
_ _
TYPE "D" CURB .B GUTTER 3,922 L.F. 8" GATE VALVE I Ea.
CROSS GUTTER DETA IL
/0
HOUSE CONNECTION FOR EACH LOT PRIOR TO SEWER MAIN CONSTRUCTION.
3"A-C- fbviZq Seo/ Coot over 2 "A.C. Paving Seat Coot over
"Aggn
e3 -
0
3
ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO
- 6 Bose Q SC -2 Prime Coot 4 A9gr. Bose t,` SC -2 Prime Coat
, ",
4 4' SIDEWALK 23,303 S.F. 6" V.C.P.LATERALS 1,920 L.F.
- SURFACING OF STREETS.
Type';::-Curb and Gutter Type'C' curb and Gutter
-
( //
ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6"
Std. P.C.C. Sidewo /k, 4- thick Std. Pc C. S1dewalk, 4"thick
OF BABB STREET PRODUCED. ELEVATION ,39.70, CITY OF COSTA MESA DATUM.
/4
BECOW FINISHED GRADE.
TYPICAL SECT /ON TYPICAL SECTION
curb
^
THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND
,BAKER STREET PAULAR /NO AVENUE
4-A4 Bars, 4'long, /2" from
each edge, 24'0.C, 3" from DRAINAGE STRUCTURE (complete' I Ea.
COVER TO FINISHED GRADE AFTER STREET SURFACING IS COMPLETED.
LiP of
butter-
/3
/2
SEWER STATIONING ON THESE PLANS REFERS TO CENTERLINE OF SEWER ONLY SHOWN THUS o+
EST /MATED QUAIVT /T /ES
Z
..o
v
Concrete I Apron--.
25'R'
Street
sheet NQ
STREETS:
ANY IRRIGATION FACILITIES WITHIN THE LIMITS OF CONSTRUCTION INDICATED BY THESE
Concrete�Cross
Gutter- B"th/ek
�.,,, —•_•
- ARTHUR AVENUE
BAKER STREET
5
2
PLANS SHALL NOT BE ALTERED OR REMOVED WITHOUT OBTAINING PERMISSION OF ALL
11043
f-
Expansion
Joint
BAKER
STREET
PERSONS.HAVING ANY INTEREST IN THOSE FACILITIES.
bottoma ,n each end.
Use rone {enbars, r
TYPE C CURB i GUTTER I'4 8" A. C. WATER MAIN 18 L.F.
" 11 L. F.
ir acehobar,
J
TYPE "D" CURB .B GUTTER 3,922 L.F. 8" GATE VALVE I Ea.
CROSS GUTTER DETA IL
CURB AROUND RETURNS ..295 L.F. SEWER:
,...
60'
-
4 4' SIDEWALK 23,303 S.F. 6" V.C.P.LATERALS 1,920 L.F.
- BENCH MARK
*r3" IN THE TOP OF CURB ON SOUTH SIDE OF BAKER STREET AND 5' EAST OF CENTERLINE
Fort and Cement GUARD PANEL 58 L. F. STANDARD MANHOLES II E8.
zo' 20'
Con C rete
OF BABB STREET PRODUCED. ELEVATION ,39.70, CITY OF COSTA MESA DATUM.
STREET LIGHTS 18 Ea.
STREET SIGNS 8 Ea.
1(�6
curb
Face
KEY Ad A P
SCa /e / "_ /II'
4-A4 Bars, 4'long, /2" from
each edge, 24'0.C, 3" from DRAINAGE STRUCTURE (complete' I Ea.
LiP of
butter-
Palw
EST /MATED QUAIVT /T /ES
Z
t,
Expansion Joint
Concrete I Apron--.
25'R'
Street
sheet NQ
STREETS:
CROSS GUTTER Sheet / of f 6
Concrete�Cross
Gutter- B"th/ek
-
- ARTHUR AVENUE
BAKER STREET
5
2
EXCAVATION 7,800 Yds. I2" %.C.WATER MAIN
11043
L.F
�
BUCHANAN WAY
5
3" A.C.PAVING 13,937 S.F. 6" A•C.WATER MAIN
2,230
L.F.
CLEVELAND AVENUE.
DORSET L ANE
3
4 -- __�
2" A. C. PAVI NG 100,456 S.F. 12" GATE VALVE
lU
Ea.
_ ,b
_
-
/_17
-
FAIRVIEW ROAD
2
AGGREGATE BASE 2.970 Tons 6" GATE VALVE
4
Ea.
�~
Expansion
PAULAR /NO AVENUE
6
\\
Joint
_
SEAL COAT 1,271 .Gals. FIRE HYDRANT
7
Ea.
.. - 4-4"4 Bars, 4'l0 , /2 "from
both edge, 24'0.`",8 {ram -PRIME COAT 3 178 Gals. HOUSE SERVICES 60 Ea.
bottoma ,n each end.
Use rone {enbars, r
TYPE C CURB i GUTTER I'4 8" A. C. WATER MAIN 18 L.F.
" 11 L. F.
ir acehobar,
J
TYPE "D" CURB .B GUTTER 3,922 L.F. 8" GATE VALVE I Ea.
CROSS GUTTER DETA IL
CURB AROUND RETURNS ..295 L.F. SEWER:
e' X- GUTTER d SPANDRELS 3,152 S.F. 8" V.C.P.SEWER MAIN 2,810 L.F.
4 4' SIDEWALK 23,303 S.F. 6" V.C.P.LATERALS 1,920 L.F.
`
Fort and Cement GUARD PANEL 58 L. F. STANDARD MANHOLES II E8.
Con C rete
STREET LIGHTS 18 Ea.
STREET SIGNS 8 Ea.
1(�6
"Aggregate Bose - - REFLECTOR PADDLES 6 Ea. -
4-A4 Bars, 4'long, /2" from
each edge, 24'0.C, 3" from DRAINAGE STRUCTURE (complete' I Ea.
bottom, in each end. -
.
Use smooth bars, grease or
Z
wrap one end of each bar.
4395
9 S
TYPICAL SECT /ON -
REY/SED GRADES OW CLEVELAND a DORSET TRACT N °
`'
CROSS GUTTER Sheet / of f 6
V
./AN. 3, 1962
i
,I
(01 -20.1
._4
AP
W OA D BENCH MARK: See. sheet N -° /.
A
A
ff / /m�o /2Fff /AVffI.
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