S-60-7.1-7.3Pavement width dimensioned PL A N AND PROFILE FO R
AV to this point
45 "Radios -� s/4" Rod ius _ - THE IMPROVEMENT OF STREETS IN.
. of
V 46
c ` d tb �t0 \ •J • m \i /Pavement
TA?A C T /V` 3 3 78
t' � a o a .. .; .. .
o� a �o COSTA MESA CALIF.
P :..o
J Sion •Q
August 1959
' Expa Join s
A ryy i L Portland Cement Concrete
24" N
on :1
Cross Gutter. I _
.� e; ick TYPICAL SECTION
T
\r•e N J <o4 I• TYPE "D " CURB AND GUTTER
F °,o
_ = �y y Standard Plan N96 Enl�s /NEER / //�J� /r /� �[///� /j
�,Ezponsion -- -- Expansion --
Approved A/ '�„YI(,,,�•�� Da to /'19-60
6 579
JO %n t5 �1 N Join tS
CITY ENGIN E -C Y OF COS TA MESA
4- �12"q0 bars, 4` long, 9" from each edge,
14" O.C., 3 'from bottom, in each end,
Use smooth bars, grease or wrap one
end oR each bar.
TYPICAL STREET INTERSECTION
AND CROSS GUTTER DETAIL
Standard Plan N° 9
Approved / Oa to
All �zr ,, t /•24 60
R. E. 6579
COSTA ME A ITARY DISTRICT
Approved Oa t•e
eeidertt
NEWPORT HEI TES IRRIGATION DISTRICT
Approved eC/r2Q(lde� Oa to /113 S9
ecre ary
x, I
,4 PRIME COAT 967 Ga /s.
SEAL COAT 36P7 Ga /s.
..y - -- -- — C[laB A.POCWVO RETURN /s7 L.F .
A,l/O G[17-7-EF7 11621 L.F
\ \\ and SC-Z P.C. / / .
\ / PCC. S/OEYVAGK 7 / 5 . F,
Can St. type 'O" curb and guttei - PCC. C.QOSS GUTTER 1, /75 S.F.
— Costt. std. P.C.C. sidewalk *"thick' - - m _. B" eel .? SEVVERMA /n/ 638 L.F
� ` 0 G "Y.CP. NOUSF CONVcrCT /OA/ GATE/PALS 3'�S L.F.
7 SEwEp MA.VNOLES
TYPICAL SECTION
ROBIN HOOD PLACE AND SHERWOOD PLACE 20 / 9 3 6 ".aseESros CEMENTwgTERMq /N 705 L.F
�) 2 Eo.
(oy- 2.1
4 .
j•
T
ea /v a vn° °
° °° ° d a n c
c oa V� a •o va v a a
/anaaca�
Ca�naannnoaanav /
"� .
1`6•" Unireoted Rack
..
TYPICAL S
SECTION
CROSS GUTTER
Standard P
Plan N4 8
GENERAL NOTES
- -
- /
/. B
BENCH MARK - Spike in power pole N' e6701E, 5.W. cornea of Santa- Ana _-
• A
Avenue and 2 1sr STREET. Elevation 83.39.
50 2
2. S
Stationing refers to center/ /ne of streets.
- -
- - a
a. C
Curb data refers to face of curb.-
' 4
4. A
All work done shall conform to the standards of the city of Costa
c T
T /
/8" l8 7` M
Mesa, and shall be completed to the satisfaction of the City Enyineer.
J p
p
S. T
The water system shall conform to the standards of the Newport
4 6
6Crow17 H
Heights lrrTgation District.
Costt. 2'P.M.5. and 6
6. T
The sewer system shall conform to the standards of the Costa Meso
seal coot. Match % t
ti S
- -
- S
Sonitort' DiStriet.
> t
to existing N /
- -
- 7
7 -
Sewer and water hac/se connection laterals shall Pe insta lled
i /
/ and seal coati y
y t
to o// lots to the property lines prior to the paving of streets.
slope (� =l' I
I _ L
L S
S. F
Flre hydrants shall be Rensseloer List 90 -A or equol.
— =
9. /
/f' driveway depressions are made, driveway approaches will he
�Const.4 "U. R. B. Exist. type'D•curbl c
considered o part of this p /an and she // be constructed as per
and SC -2 P.C. C
City of Costa Mesa stot-ndord. '-•"
1 a
Cantt. type b•curb and gutter _
_ -
- - /
/o. 4
4- denotes instal/ StreCle lights.
�-Const. std. P.CC. sidewalk 4'thick -
-
!/. 6
6 denotes insta // street sign.
TYPICAL SECTION /
/2. S
Sewn, • nonha /es sha / /be /ems` 6e %w f %n /sh grodo un f// of tCr�o4asinen�
WESTMINSTER AVENUE "
" /
/s in o/o cc and hcn o;sed af,i sh q�oo e.
/7 6
6
/8 /6 7 5
5
50,
z E
EST //Y1.9TE OF QC/�9/VT /T /ES
7 z
�\ Cons t. 2 "P. M. S. >
>, v
MS. __ 34,850 SF
\\ and seal coat L
L 4
v
64 i7 -B- - 849 Tons
. �' s
s /ep� 4s a' s
sb 4•-1 y
y Y
Y S
S ,
..y - -- -- — C[laB A.POCWVO RETURN /s7 L.F .
A,l/O G[17-7-EF7 11621 L.F
\ \\ and SC-Z P.C. / / .
\ / PCC. S/OEYVAGK 7 / 5 . F,
Can St. type 'O" curb and guttei - PCC. C.QOSS GUTTER 1, /75 S.F.
— Costt. std. P.C.C. sidewalk *"thick' - - m _. B" eel .? SEVVERMA /n/ 638 L.F
� ` 0 G "Y.CP. NOUSF CONVcrCT /OA/ GATE/PALS 3'�S L.F.
7 SEwEp MA.VNOLES
TYPICAL SECTION
ROBIN HOOD PLACE AND SHERWOOD PLACE 20 / 9 3 6 ".aseESros CEMENTwgTERMq /N 705 L.F
�) 2 Eo.
(oy- 2.1
4 .
j•
T
(oy- 2.1
4 .
j•
T
.ivi,L�I�I�
Pi t.
�Z0lDA
pi ®.