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O2 COIVST TYPE •b "CURB AND GUTTER PER STD• PLAN N9 G
O3 CONST CONC. CROSS GUTTER AND SPANDRELS PER DETAILS HEREON.
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CONST CONC. S /DEWALK. 4" TF/ /CK• CFUTURE)
CONST. 8••V.C.P. SEWER MA /N, MANHOLES AND 6 " V.C.P. LATERALS.
NOTE : Call Pacific Telephone Cable Locating
Service at 633 -0811 CC011ect) prior to beginning
construction /n this area.
6p.
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S/4 Gals.
Type 'D Curb and Gutter
2
Curb Only CReturns)
79 Lin. Ft.
Conc. Cross Gutter
719 Sq, Ft.
8 "VC.R Sewer Main
452 Lin. Ft
Standard Sewei- Manholes-3
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6'" V C• P Sewer Lo tera /
60 Lin.Ff
14 "Vxi4 "Steel Encasement
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O SEE TYPICAL STREET SECT /ON.
O2 COIVST TYPE •b "CURB AND GUTTER PER STD• PLAN N9 G
O3 CONST CONC. CROSS GUTTER AND SPANDRELS PER DETAILS HEREON.
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CONST CONC. S /DEWALK. 4" TF/ /CK• CFUTURE)
CONST. 8••V.C.P. SEWER MA /N, MANHOLES AND 6 " V.C.P. LATERALS.
NOTE : Call Pacific Telephone Cable Locating
Service at 633 -0811 CC011ect) prior to beginning
construction /n this area.
6p.
3a
206 Gals.
�
S/4 Gals.
Type 'D Curb and Gutter
962 Lin. Ft.
Curb Only CReturns)
79 Lin. Ft.
Conc. Cross Gutter
719 Sq, Ft.
8 "VC.R Sewer Main
452 Lin. Ft
Standard Sewei- Manholes-3
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60 Lin.Ff
14 "Vxi4 "Steel Encasement
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CN,sT TREE WELLS
036' It TO 5t 6FUTURE)
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35' 9 TO 5t CFUTORE)
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CONST 12 L.F. OF 14•Vx i4.'
STEEL ENCASEMENT FOR y lq
SEWER UNDER R. R. TRACK h [ %.&I
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.00 03c ST310 3Y130U3
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206 Gals.
SC -250 Prime Coot—
S/4 Gals.
Type 'D Curb and Gutter
962 Lin. Ft.
Curb Only CReturns)
79 Lin. Ft.
Conc. Cross Gutter
719 Sq, Ft.
8 "VC.R Sewer Main
452 Lin. Ft
Standard Sewei- Manholes-3
Each
6'" V C• P Sewer Lo tera /
60 Lin.Ff
14 "Vxi4 "Steel Encasement
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BENCH MARK
C.C.M. B./w. 0140
Chiselled A in center of curb return
at -7. W. corner of Gisler e Alarbor-
Elev= 31.14, C.C•M. datum.
coast. a
4 "thick
20'
Type 'O ' Curb
'Guffer per
Std. Plan N°6
60'
,
Type 'O Curb
e Gutter ,cri-
Std. Plan N26
a
.17'
• I
Const. Conn. SiaLwealk,
4 -thick. CFutur-e)
(A CON57' • 2" A.C. PAVING AND SEAL COAT.
NOTE: IMPORTED SUBBASE B CONST. 4 -AGGR• BASE AND SC -250 PRIME COAT.
MATERIAL IS TO BE OBTAINED
AT THE N. E. CORNER OF THE � CONST. IMPORTED StJ$$A3E MATER)AL.(6 "MIN• TH/CXNE55)
INTERSECT1p1V oP FAIRVIEW
ROAD AND SEGERSTROM AVE. TYPICAL SECTION
G/SLER AVENUE
(VUAN7-17-Y EST /MATE
Embankment - - - -- -- 800 Cu. Vd.
A. C. Paving— 222 Tons
Aggr-ego to Bose 455 Tons
Sea/ Coat
206 Gals.
SC -250 Prime Coot—
S/4 Gals.
Type 'D Curb and Gutter
962 Lin. Ft.
Curb Only CReturns)
79 Lin. Ft.
Conc. Cross Gutter
719 Sq, Ft.
8 "VC.R Sewer Main
452 Lin. Ft
Standard Sewei- Manholes-3
Each
6'" V C• P Sewer Lo tera /
60 Lin.Ff
14 "Vxi4 "Steel Encasement
l2 L/n.Ft.
ENGINEER — CITY OF COSTA MESA
LwLlL.r.� DATE Fr%. Z2-, 1
COSTA MESA SANITARY DISTRICT
DA TE
edge, Z4 "o•c., 3" from bottom, on
each end.
Use smooth bors,,grecse or wrap
one end aF each bar.
TYPICAL CROSS GUTTER DETAIL
R
d
. ,. .
�Oe 4► ,Iz 4 Bars, 4 "/onga /2." from each
6 ' Ag9regate based edge, 24 "0•C•,3" from botfom, in
each end.
Use smooth bars, grease or wrap
one end of each bar.
TYPICAL sECT10N
CROSS GUTTER
SEWER SYSTEM
The Sewer System shall can form to the standards o- the Costa
Meso Sanitary District.
C /ay pipe joint compound shall be "C.Pl - -2; ✓.C. -60; Mechon/cal compress /an
joints sha // be "Wedge - lock;" 'Speed -Seal Moira Line 'or approvEd equa /.
In no case will ,jointing material` -uring neat ,Cortland Cement, mortar
or grout be permitted.
All sewer manhole frames and covers shall be /eft 6" below finished
grade. The sewer contractor sha // raise the manhole frame and
Cover to finished grade after street sur710c/i7g is completed.
GENERAL NOTES
/. 5tot/oning refers to the center line of Streets",-- -
2. Curb data refers to face of curb.
k
3. All work done shall conform to the standards .o9a"he City
of Ccsto Mesa and sha /l be completed to the sa isfact /on
of the City Engineer.
4. A seal coat consisting o•P ao aspha /f /c emulsion shall be a/oplied.
5. Notice to Contractors : The existence and locat /on of any
underground utilities or structures shown on these plans ore
obtained by a search of the available records. To the best of
our knowledge there are no existing utilities except as shown
on th /s reap. The contractor /s requ/red to take due precaut/onary
measures to protect the utility /fines shown and any other lines
not of record or not shown on this drawing.
6. All c/ndergrourx/ work shall be completed /prior- to paving.
7 Porkwoy trees will be planted /n accordance w /th the requirements
of ftie City of Costa Mesa Street Super /ntendent.
PLAN AND PROFILE FOR
THE IMPROVEMENT OF
GISLER AVENUE
FROM HARBOR BOULEVARD
EASTERLY 600 FEET
TO THE RAILROAD TRA C K
COSTA MESA, CALIFORNIA
JANUARY 1967
..� SHEET / OF / SHEET
✓OH N° 746 C.M. 35 -52
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