S-68-1.1y
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41 • /O
CONST. 4 "A.0 PAVING AND SEAL COAT OVER
/B "AGGR. BASE AND SC -250 PRIME COAT.
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CONS T. TYPE •C " CONC. CURB AND GUTTER
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PER C. C. M. STD. PLAN NQ S.
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CONST, CONC. DRIVEWAY APPROACH PER
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CONST. CONC. SIDEWALK, 4" THICK, FROM
BACK OF CURB TO W /THIN 2" OF PROPERTY L /NE•
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INSTALL C2) W6012 REFLECTOR PADDLES /N
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CENTER LINE OF A.C. BERM,
O
CONS 9 "V, C. P. SEWER MAIN, SEWER MANHOLE,
Q
LAMPHOLE, AND 6" V.C.P. LATERAL.
y THIS PORTION OF STREET UNDER
/ CONSTRUCT /ON AT PRESENT 7/MEN
/ ` ,� BAKE R
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A.C. BERM FROM EXIST.
BAKER STREET
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CURB TO PROPOSED CURB.
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CONST• /.Y2 /CK A.C. WALK
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TO MAKE SMOOTH TRANSITION
SCALES
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BETWEEN CONC. WALKS.
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71
I. All work shall be done in accordance with the appropriate provisions of Sections 10 -94,
inclusive, of the specifications entitled, "STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS,
DIVISION OF HIGHWAYS, STANDARD SPECIFICATIONS, JULY 1964 ", the standards of the City of Costa
Mesa and shall be completed to the satisfaction of the City Engineer.
2. 'Stationing refers to the centerline of streets,
1 3. Curb data refers to the face of curb.
4. All underground work within the streets shall be completed prior to paving.
5. The sewer system shall conform with the standards of the Costa Mesa Sanitary District.
6" V.C.P. house connections shall be constructed from the sewer main 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 tot prior to sewer main construction.
Manholes shall be brick or precast concrete as manufactured by Associated Concrete
Products Inc. or approved equal.
Sewer manhole frame and cover shall be Alhambra Foundry A -1270, or approved equal.
All sewer manhole frames and covers shall be left 6" below finished grade.
All sewer house connections shall be placed prior to surfacing of streets.
The sewer contractor shall raise the manhole frame and cover to finished grade after
street surfacing is completed.
Clay pipe joint compound shall be "CPI -2 ", "JC -60 ". Mechanical compression joints shall
be "Wedge- Lock ", "Speed -Seal Mainline ", or approved equal. In no case will jointing
material using neat portland cement, mortar or grout be permitted. \�[ j�
' \
+�
All underground utilities or structures reported by the owner or others and those shown on
the records examined are indicated with their approximate location and extent.
The owner, by accepting these plans or proceeding with improvements pursuant thereto, 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
cated on the public records examined; located at variance with that reported or shown on
records examined.
The contractor is required to take due precautionary measures to protect the utilities or
structures shown and any other utilities or structures found at the site. It shall be the
contractors responsibility to notify the owners of the utilities or structures concerned
before starting work.
DONALD E. STEVENS, R.C.E. 11066
, 1
i,; -
I .__
t 4.
_ >- -.r,
_ - " ,
.
i
ENGINEER - COSTA MESA SANITARY DISTRICT . -
A PPRO VED DATE
DONALD . STEVENS, E TEV S, INC.,
Cl IL ENGINEER R -
. //6 E. 107-14 STREET,
S E
O TA M SA CA L/ F
C
. Tel. 646 -8915 _
ENG /NEER
DATE
DONALD e. STEVENS, R.C.E. 11066
CONSTRUCTION RECORD CITY OF COSTA MESA CALIFORNIA
FOR:
COMPLETED:
PLAN A ND PROFILE FOR THE IMPROVEMENT OF
DATE BAKER STREET
DATE DESCRIPTION BY
PORTION OF LOT 11, BLOCK B, BERRY TRACT
SCALE+ RECOMMENDED BY: DRAWN BY:
_ J.A.F.
DATE:
DESIGNED BY:
APRIL 196 J.
A. F.
— , S TITLE
APPROVED BY: I DRAWING NUMBER:
BUILT" PLANS 1-1 RIC.E.NO. DATE+ I � m
CITY ENGINEER %
F.B. // -/5
✓oa. I -874 - SHEET I OF I SHEETS
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I. All work shall be done in accordance with the appropriate provisions of Sections 10 -94,
inclusive, of the specifications entitled, "STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS,
DIVISION OF HIGHWAYS, STANDARD SPECIFICATIONS, JULY 1964 ", the standards of the City of Costa
Mesa and shall be completed to the satisfaction of the City Engineer.
2. 'Stationing refers to the centerline of streets,
1 3. Curb data refers to the face of curb.
4. All underground work within the streets shall be completed prior to paving.
5. The sewer system shall conform with the standards of the Costa Mesa Sanitary District.
6" V.C.P. house connections shall be constructed from the sewer main 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 tot prior to sewer main construction.
Manholes shall be brick or precast concrete as manufactured by Associated Concrete
Products Inc. or approved equal.
Sewer manhole frame and cover shall be Alhambra Foundry A -1270, or approved equal.
All sewer manhole frames and covers shall be left 6" below finished grade.
All sewer house connections shall be placed prior to surfacing of streets.
The sewer contractor shall raise the manhole frame and cover to finished grade after
street surfacing is completed.
Clay pipe joint compound shall be "CPI -2 ", "JC -60 ". Mechanical compression joints shall
be "Wedge- Lock ", "Speed -Seal Mainline ", or approved equal. In no case will jointing
material using neat portland cement, mortar or grout be permitted. \�[ j�
' \
+�
All underground utilities or structures reported by the owner or others and those shown on
the records examined are indicated with their approximate location and extent.
The owner, by accepting these plans or proceeding with improvements pursuant thereto, 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
cated on the public records examined; located at variance with that reported or shown on
records examined.
The contractor is required to take due precautionary measures to protect the utilities or
structures shown and any other utilities or structures found at the site. It shall be the
contractors responsibility to notify the owners of the utilities or structures concerned
before starting work.
DONALD E. STEVENS, R.C.E. 11066
, 1
i,; -
I .__
t 4.
_ >- -.r,
_ - " ,
.
i
ENGINEER - COSTA MESA SANITARY DISTRICT . -
A PPRO VED DATE
DONALD . STEVENS, E TEV S, INC.,
Cl IL ENGINEER R -
. //6 E. 107-14 STREET,
S E
O TA M SA CA L/ F
C
. Tel. 646 -8915 _
ENG /NEER
DATE
DONALD e. STEVENS, R.C.E. 11066
CONSTRUCTION RECORD CITY OF COSTA MESA CALIFORNIA
FOR:
COMPLETED:
PLAN A ND PROFILE FOR THE IMPROVEMENT OF
DATE BAKER STREET
DATE DESCRIPTION BY
PORTION OF LOT 11, BLOCK B, BERRY TRACT
SCALE+ RECOMMENDED BY: DRAWN BY:
_ J.A.F.
DATE:
DESIGNED BY:
APRIL 196 J.
A. F.
— , S TITLE
APPROVED BY: I DRAWING NUMBER:
BUILT" PLANS 1-1 RIC.E.NO. DATE+ I � m
CITY ENGINEER %
F.B. // -/5
✓oa. I -874 - SHEET I OF I SHEETS
-_ °.1.11 -6.:._ ,.. k,..,-- ..�y._...,�_. :.,_....�._ ---, -. u.:.._.-». _ r_- .,_-.a . . ;____.. -.... _m. -_ - ___
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'" °'
1
AC Y13AS-"
I. All work shall be done in accordance with the appropriate provisions of Sections 10 -94,
inclusive, of the specifications entitled, "STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS,
DIVISION OF HIGHWAYS, STANDARD SPECIFICATIONS, JULY 1964 ", the standards of the City of Costa
Mesa and shall be completed to the satisfaction of the City Engineer.
2. 'Stationing refers to the centerline of streets,
1 3. Curb data refers to the face of curb.
4. All underground work within the streets shall be completed prior to paving.
5. The sewer system shall conform with the standards of the Costa Mesa Sanitary District.
6" V.C.P. house connections shall be constructed from the sewer main 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 tot prior to sewer main construction.
Manholes shall be brick or precast concrete as manufactured by Associated Concrete
Products Inc. or approved equal.
Sewer manhole frame and cover shall be Alhambra Foundry A -1270, or approved equal.
All sewer manhole frames and covers shall be left 6" below finished grade.
All sewer house connections shall be placed prior to surfacing of streets.
The sewer contractor shall raise the manhole frame and cover to finished grade after
street surfacing is completed.
Clay pipe joint compound shall be "CPI -2 ", "JC -60 ". Mechanical compression joints shall
be "Wedge- Lock ", "Speed -Seal Mainline ", or approved equal. In no case will jointing
material using neat portland cement, mortar or grout be permitted. \�[ j�
' \
+�
All underground utilities or structures reported by the owner or others and those shown on
the records examined are indicated with their approximate location and extent.
The owner, by accepting these plans or proceeding with improvements pursuant thereto, 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
cated on the public records examined; located at variance with that reported or shown on
records examined.
The contractor is required to take due precautionary measures to protect the utilities or
structures shown and any other utilities or structures found at the site. It shall be the
contractors responsibility to notify the owners of the utilities or structures concerned
before starting work.
DONALD E. STEVENS, R.C.E. 11066
, 1
i,; -
I .__
t 4.
_ >- -.r,
_ - " ,
.
i
ENGINEER - COSTA MESA SANITARY DISTRICT . -
A PPRO VED DATE
DONALD . STEVENS, E TEV S, INC.,
Cl IL ENGINEER R -
. //6 E. 107-14 STREET,
S E
O TA M SA CA L/ F
C
. Tel. 646 -8915 _
ENG /NEER
DATE
DONALD e. STEVENS, R.C.E. 11066
CONSTRUCTION RECORD CITY OF COSTA MESA CALIFORNIA
FOR:
COMPLETED:
PLAN A ND PROFILE FOR THE IMPROVEMENT OF
DATE BAKER STREET
DATE DESCRIPTION BY
PORTION OF LOT 11, BLOCK B, BERRY TRACT
SCALE+ RECOMMENDED BY: DRAWN BY:
_ J.A.F.
DATE:
DESIGNED BY:
APRIL 196 J.
A. F.
— , S TITLE
APPROVED BY: I DRAWING NUMBER:
BUILT" PLANS 1-1 RIC.E.NO. DATE+ I � m
CITY ENGINEER %
F.B. // -/5
✓oa. I -874 - SHEET I OF I SHEETS
-_ °.1.11 -6.:._ ,.. k,..,-- ..�y._...,�_. :.,_....�._ ---, -. u.:.._.-». _ r_- .,_-.a . . ;____.. -.... _m. -_ - ___