S-2007-1.64
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INSTALL PAVEMENT TO MATCH
EXISTING FINISH SURFACE
INSTALL CRUSHED AGGREGATE BASE
PER ENCROACHMENT PERMIT
SAWCUT LINE
EXISTING PAVEMENT -
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DESIGN
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SAWCUT LINE IN AREAS WHERE TRENCH CROSS TRENCH AND PAVEMENT NOTES
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JAN 2007
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1.
18" MIN.
4" MIN. - 6% 8", & 10" PIPE -
S" MIN. - 12" PIPE & LARGER
IDENTIFICATION (WARNING) TAPE
INSTALLED tY ABOVE THE PIPE
EXISTING GRASS SLOPE
EXISTING DRAIN BOX WITH GRA
TG 88.6±
EXISTING 8" CURB
CONSTRUCT 18 L.F. 24" RCP (D 2000
INSTALL AC PAVEMENT PER EXISTING AC PAVEMENT
CALTRANS ENCROACHMENT PERMIT
-BACKFILL WITH 1 -SACK CEMENT SLURRY EXISTING NATIVE BACKFILL
TO 1 -INCH BELOW AC PAVEMENT F
0
II
4.
° d d ° a "e
EXISTING CURB AND GUTTER
FL 85.0+
° e
EXISTING 4" DRAIN (4 TOTAL) ?Lox °
°.:.
S -- 0.0555
.41 4 °
S =- 0.0080
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I NOTES
1. EXISTING SIDEWALK FINISH SURFACE ELEVATION PER GUIDA SURVEY, JOB NUMBER 0108415 ON 4/18/07
of 2. EXISTING STORM DRAIN FLOWLINE ELEVATION PER FIELD MEASUREMENT ON 4/18/07
EXISTING 4" DRAIN (4 TOTAL
FL 85.5±
POUR NEW CONCRETE FLOOR TO
MATCH PROPOSED STORM DRAIN
FLOWLINE GRADE TO DRAIN
TING 24" SD
FL 84.1±
3'f
249 STORM DRAIN RELOCATION AT
SEWER STATION 13 +32
SCALE: 1/2" - V -0"
CONSTRUCT CONCRETE ENCASEMENT PER
APWA STD. PLAN NO. 225-1
PROPOSED B" PVC SEWER
INV. 83.6±
3
6
°
FL 84.0t / N EXISTING 24" RCP STORM DRAIN
CONSTRUCT CONCRETE COLLAR PER
APWA STD. PLAN NO. 380-2
RECORD DRAWING - JULY 2007
RECORD DRAWING
THE IS A RECORD DRAWING OF THE FACILITIES IOENTyLl'
ON TEE THE BLOCK ONLY AND HAS BEEN PREPARE) IN PAR'
ON TTIE BASIS OF /NFORMATTON COMPILED AND FLTF04M .'D !�
OTIMM THE ENGINEER AND O ,74ER(S) WILL NOT BE
RFSPONSOSIE FOR ANY ERROW OR OMB) WNR'P
HAVE BEEN INCORFORATPD INTO THIS DRAMNG- ACIL A'
CONDmoNS WB, VARY SOMEWHAT FROM THE CONDITION,
SHOWN HEREON AND AT SUNIE LOCADONS THE VARIANCE l l
BE LARGE IF THE PRECISE LOCATION OF ANY FACT 11
RBOIJIRED, THE FACIDY SHOULD BE FB9D LOCATED IN Tu'
PRESENCE OF AN PANPIDYPF, OF THE DISTRICT OR THE
OWNEM OF THE VTUXrES INVOLVED
Q
CALL
DESIGN
EW/ PREPARED BY:
P Si
EXISTING MANHOLE WALL
°
SAWCUT LINE IN AREAS WHERE TRENCH CROSS TRENCH AND PAVEMENT NOTES
°
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n
EXISTING PAVEMENT TO BE PROTECTED
JAN 2007
AQa
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1.
TRENCH AND PAVEMENT REMOVAL AND REPLACEMENT SHALL CONFORM TO THE LATEST
NEWPORT BOULEVARD AT 19TH STREET SEWER REPLACEMENT
EDITION OF THE GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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AND THE FOLLOWING REQUIREMENTS.
POLYETHYLENE OR
APPLY 1" OF GUN GRATE
Two WORKING DAYS
POLYURETHANE ROPE
ELASTOMERIC SEALANT
REPLACE EXISTING PAVEMENT
PROJECT NO.
NEWPORT BLVD. AT 19th STREET: CALTRANS ENCROACHMENT PERMIT
TYPE FILLER (TYP.)
° , IN ANNULAR SPACE (BOTH
PER ENCROACHMENT PERMIT
7/07
CMSD
RECORD DRAWING
° SIDES OF MEMBER) TYP.
a ' rnu DIG
underground Service Alert
pfl �4 o
00 REPLACE EXISTING AGGREGATE BASE
PLACENTIA AVE. AT 18TH STREET: CITY OF COSTA MESA ENCROACMEHT PERMIT
CITY OF COSTA MESA STD DWG NO. 813
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°
00 00 &Z,
�$ °O �o°o °�C PER ENCROACHMENT PERMIT
REV.
DATE
BY
DESCRIPTION
al 8
2
THE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTOR AT LEAST TWO WORKING DAYS
OF 6 SHEETS
PRIOR TO ANY TRENCH AND PAVEMENT WORK.
3.
GEOTECHNICAL EVALUATION DURING CONSTRUCTION SHALL BE PROVIDED AND PAID FOR BY
—
THE CONTRACTOR. PAVEMENT MIX DESIGNS AND COMPACTION TESTS SHALL BE REVIEWED
TRENCH BACKFILL PER ENCROACHMENT
PERMIT
AND APPROVED BY THE GOVERNING AGENCY. THE CONTRACTOR SHALL PROVIDE A REPORT
(4 COPIES) OF THE GEOTECHNICAL OBSERVATION AND TESTING TO THE DISTRICT.
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4.
COSTA MESA SANITARY DISTRICT WILL NOT PAY FOR ADDITIONAL QUANTITY OF PAVEMENT
00 0`�7 6 MIN.
°
REMOVAL AND REPLACEMENT THAT MAY BE REQUIRED DUE TO THE CONTRACTOR'S
°
00oa o OO 8" MAX.
CONSTRUCTION OPERATIONS. THIS WORK WILL BE DONE AT CONTRACTOR'S OWN EXPENSE.
°'d a
°p0 0O
SEWER PIPE PER PLAN
o°
O.D.
5.
IDENTIFICATION (WARNING) TAPE SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND
Pe°
0
0
SHALL BE GREEN IN COL LETTERING SHALL BE BLACK IN COLOR AND 2 -INCH MINIMUM
"CAUTION:
LINK -SEAL WALL SEAL
°
0
.O o
IN HEIGHT WITH WORDING: SEWER LINE BURIED BELOW".
STANDARD SERVICE
i
°og °0°0 3/4" MAXIMUM
NON- INSULATING
°o ° CRUSHED ROCK
TYPE "M"
/
EXISTING MANHOLE BASE
TYPICAL TRENCH AND
PAVEMENT
DETAIL 1
MANHOLE WALL
PENETRATION DETAIL
2
NOT TO SCALE
C
C�
NOT TO SCALE
6
EXISTING GRASS SLOPE
EXISTING DRAIN BOX WITH GRA
TG 88.6±
EXISTING 8" CURB
CONSTRUCT 18 L.F. 24" RCP (D 2000
INSTALL AC PAVEMENT PER EXISTING AC PAVEMENT
CALTRANS ENCROACHMENT PERMIT
-BACKFILL WITH 1 -SACK CEMENT SLURRY EXISTING NATIVE BACKFILL
TO 1 -INCH BELOW AC PAVEMENT F
0
II
4.
° d d ° a "e
EXISTING CURB AND GUTTER
FL 85.0+
° e
EXISTING 4" DRAIN (4 TOTAL) ?Lox °
°.:.
S -- 0.0555
.41 4 °
S =- 0.0080
y■
I NOTES
1. EXISTING SIDEWALK FINISH SURFACE ELEVATION PER GUIDA SURVEY, JOB NUMBER 0108415 ON 4/18/07
of 2. EXISTING STORM DRAIN FLOWLINE ELEVATION PER FIELD MEASUREMENT ON 4/18/07
EXISTING 4" DRAIN (4 TOTAL
FL 85.5±
POUR NEW CONCRETE FLOOR TO
MATCH PROPOSED STORM DRAIN
FLOWLINE GRADE TO DRAIN
TING 24" SD
FL 84.1±
3'f
249 STORM DRAIN RELOCATION AT
SEWER STATION 13 +32
SCALE: 1/2" - V -0"
CONSTRUCT CONCRETE ENCASEMENT PER
APWA STD. PLAN NO. 225-1
PROPOSED B" PVC SEWER
INV. 83.6±
3
6
°
FL 84.0t / N EXISTING 24" RCP STORM DRAIN
CONSTRUCT CONCRETE COLLAR PER
APWA STD. PLAN NO. 380-2
RECORD DRAWING - JULY 2007
RECORD DRAWING
THE IS A RECORD DRAWING OF THE FACILITIES IOENTyLl'
ON TEE THE BLOCK ONLY AND HAS BEEN PREPARE) IN PAR'
ON TTIE BASIS OF /NFORMATTON COMPILED AND FLTF04M .'D !�
OTIMM THE ENGINEER AND O ,74ER(S) WILL NOT BE
RFSPONSOSIE FOR ANY ERROW OR OMB) WNR'P
HAVE BEEN INCORFORATPD INTO THIS DRAMNG- ACIL A'
CONDmoNS WB, VARY SOMEWHAT FROM THE CONDITION,
SHOWN HEREON AND AT SUNIE LOCADONS THE VARIANCE l l
BE LARGE IF THE PRECISE LOCATION OF ANY FACT 11
RBOIJIRED, THE FACIDY SHOULD BE FB9D LOCATED IN Tu'
PRESENCE OF AN PANPIDYPF, OF THE DISTRICT OR THE
OWNEM OF THE VTUXrES INVOLVED
Q
CALL
DESIGN
EW/ PREPARED BY:
P Si
COSTA MESA SANITARY DISTRICT
SHEET
p
n
TOLL FREE
1-WO-227-MM
JAN 2007
AQa
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y
NEWPORT BOULEVARD AT 19TH STREET SEWER REPLACEMENT
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6
Two WORKING DAYS
PROJECT NO.
4,
_
PLACENTIA AVENUE AT 1 STH STREET SEWER REPLACEMENT
1
7/07
CMSD
RECORD DRAWING
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underground Service Alert
CMSD -181
JOSEPH P. SINACORI u, PE DATE
��i�a��oi�`� SENIOR ENGINEERTgp�
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MISCELLANEOUS DETAILS
REV.
DATE
BY
DESCRIPTION
COSTA MESA SANITARY DISTRICT
OF 6 SHEETS