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MCWyD CP TEST
2 3
ARLINGTON AVENUE
MCWD CP TEST
MCV1D CP 7ESTTTTTTTT
s' W t
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CONSTRUCTION NOTES:
QABANDON EXISTING RRiCK YA'tHGLN PER Si'KCIFICA11ONS. REMOVE
roi, POR'!'ION OF MANHOLK TO 5 FEET SCLOW FI_V100ED SURFACE
AND BREAK HOLES IN HASE AND. FILL KEMAINUNG POR'1101 OF
MANHOLE WITH I%POHTND SAND. SEK DV`rAlL I ON SHEET W.
ABANDON IN PLACE THK EXArYING 1#4 VCI' SEWER. FILL P111CUNE
WITH CONCRETE SLURRY OR LOW DENSITY Ckt"LAR CONCHt"1% AND
PLUG EVOS WITH b -AVCH WALL OF BRICK & MOIrl'AR 11ER
SPECIFICA1101S.
OCONS'TRUC'T 15" VCP WITH 'TYPE Il BEDDING.
1f1 CON14TRUC'1' 40" ID DROP VANHOLE PEN COSTA MESA SA�1rrAHY
DISTRiCT STD, DWG. Nfl. S -IG2. LINE WITH SANCON 100.
1 TRENCH REMOVAL AYD RECONSTRUC'1104 PER CITY OF COS`l'A MESA
S'I'D. DWG. NO. 613.
RESURFACE STREET WITH SLURRY SEAL PPR N(rrE 'nits SHEEN'.
�.•*," r-� .rte_
4 5
!p
IV EX. SEWER '
EX. 12' WATER
/- EX. r STL. GAS
—WI — — — — _..4" ..,. -A- - — --.W% — — — — -sw -,,. _.. _...._{•A"*I" — -- — — _•-"
4-- _�_ — _— a - - - -lF - - -�
7 1
.-
CL STREET
w -w w � w.l.+s".".In +w,. +� w".w•. w r" .1-,Ir�w w w w +.
INTERCEPT EXIST. 8" VCP
SLURRY SEAL REQUIREMENTS
N'I' I OR SHALL I
,�. '1'HId C0 ktAC' RP.S"ORE THE ROADWAY SUR!'AC14 WIII +IN 11111E WORK lJV1TB HY
8 'SLU14HY SEALING 1'HK ENT11tE LANE(S) WHERX Tng THXLWJi 10 LOCATED.
A. FOR TR%lCHP3 I1KRI'1tND1CULAR TO iRAFFtC LANE W, THE SLUHItY .SEAL SHALL
CX'1'EN0 50 P'Per GN BOTH Sim OF THE THMMM AND WILL INCLUDE
THE ENTIRE 'TRAVEL LANES.
�i B. FOR TRENCHES PARALL I, TO TRAFFIC LAVES AND FOR SMALL. XXCAVA'rtQ -W'
ylirltttY 13mv. 'T1lk X'fTIItz 'NIDTit OW '1flix •TRAY"C L1GNi YOR 'Told PULL 1ANG"
OV THE TRw -NCH, BUT NOT LEN THAN 100'.
RNWI'ORATION OF THE ROADWAY SHALL HE CONTINUOUS AND NO JOINTS WILL HK
ALLOWED. ALL ROADWAYS WITHIN TliE WORK IlMiTS WILL BE Rt Tl'ONXII IN ONE
V• OPERATION. THE L"ONTKACTGR SHALL NOT PROCEED WITH THY SLURRY MAWNG
OPERATION UNTIL OIHIdCT10.N IS GIV94 RY THE CI'T'Y ENGINEER.
ANY YXISTING ll"'ROVEMENTS DAMAGED HY THE CONTRACTOR SHALL BE REI'LACED AS
DiNKC'rk:D BY THE CITY VWIN"R.
3.
SLURRY SEAL SHALL CONFORM TO SEC'T'IONS 203 AND 3011E -4 OF THE STA_NDARO
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SLURRY SEAL SHALL HE QUICKSE'1'
4. EMULSION AGGREGATE SLURRY SEAL CA 10410 (QA -KH) TYPE 11 WrI'H 2 X LATEX
ADDrI'IVE.
7 a
3 REMOVE INTERFERING PORTION
-° OF EXISTING 113" SEWER. PLUG
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PLAN SCALE: 1 -40'
co
co
L
ill)
tj
ca
t/?
W
:3
Q
I
1
MCWyD CP TEST
2 3
ARLINGTON AVENUE
MCWD CP TEST
MCV1D CP 7ESTTTTTTTT
s' W t
4n
wl' W
CONSTRUCTION NOTES:
QABANDON EXISTING RRiCK YA'tHGLN PER Si'KCIFICA11ONS. REMOVE
roi, POR'!'ION OF MANHOLK TO 5 FEET SCLOW FI_V100ED SURFACE
AND BREAK HOLES IN HASE AND. FILL KEMAINUNG POR'1101 OF
MANHOLE WITH I%POHTND SAND. SEK DV`rAlL I ON SHEET W.
ABANDON IN PLACE THK EXArYING 1#4 VCI' SEWER. FILL P111CUNE
WITH CONCRETE SLURRY OR LOW DENSITY Ckt"LAR CONCHt"1% AND
PLUG EVOS WITH b -AVCH WALL OF BRICK & MOIrl'AR 11ER
SPECIFICA1101S.
OCONS'TRUC'T 15" VCP WITH 'TYPE Il BEDDING.
1f1 CON14TRUC'1' 40" ID DROP VANHOLE PEN COSTA MESA SA�1rrAHY
DISTRiCT STD, DWG. Nfl. S -IG2. LINE WITH SANCON 100.
1 TRENCH REMOVAL AYD RECONSTRUC'1104 PER CITY OF COS`l'A MESA
S'I'D. DWG. NO. 613.
RESURFACE STREET WITH SLURRY SEAL PPR N(rrE 'nits SHEEN'.
�.•*," r-� .rte_
4 5
!p
IV EX. SEWER '
EX. 12' WATER
/- EX. r STL. GAS
—WI — — — — _..4" ..,. -A- - — --.W% — — — — -sw -,,. _.. _...._{•A"*I" — -- — — _•-"
4-- _�_ — _— a - - - -lF - - -�
7 1
.-
CL STREET
w -w w � w.l.+s".".In +w,. +� w".w•. w r" .1-,Ir�w w w w +.
INTERCEPT EXIST. 8" VCP
SLURRY SEAL REQUIREMENTS
N'I' I OR SHALL I
,�. '1'HId C0 ktAC' RP.S"ORE THE ROADWAY SUR!'AC14 WIII +IN 11111E WORK lJV1TB HY
8 'SLU14HY SEALING 1'HK ENT11tE LANE(S) WHERX Tng THXLWJi 10 LOCATED.
A. FOR TR%lCHP3 I1KRI'1tND1CULAR TO iRAFFtC LANE W, THE SLUHItY .SEAL SHALL
CX'1'EN0 50 P'Per GN BOTH Sim OF THE THMMM AND WILL INCLUDE
THE ENTIRE 'TRAVEL LANES.
�i B. FOR TRENCHES PARALL I, TO TRAFFIC LAVES AND FOR SMALL. XXCAVA'rtQ -W'
ylirltttY 13mv. 'T1lk X'fTIItz 'NIDTit OW '1flix •TRAY"C L1GNi YOR 'Told PULL 1ANG"
OV THE TRw -NCH, BUT NOT LEN THAN 100'.
RNWI'ORATION OF THE ROADWAY SHALL HE CONTINUOUS AND NO JOINTS WILL HK
ALLOWED. ALL ROADWAYS WITHIN TliE WORK IlMiTS WILL BE Rt Tl'ONXII IN ONE
V• OPERATION. THE L"ONTKACTGR SHALL NOT PROCEED WITH THY SLURRY MAWNG
OPERATION UNTIL OIHIdCT10.N IS GIV94 RY THE CI'T'Y ENGINEER.
ANY YXISTING ll"'ROVEMENTS DAMAGED HY THE CONTRACTOR SHALL BE REI'LACED AS
DiNKC'rk:D BY THE CITY VWIN"R.
3.
SLURRY SEAL SHALL CONFORM TO SEC'T'IONS 203 AND 3011E -4 OF THE STA_NDARO
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SLURRY SEAL SHALL HE QUICKSE'1'
4. EMULSION AGGREGATE SLURRY SEAL CA 10410 (QA -KH) TYPE 11 WrI'H 2 X LATEX
ADDrI'IVE.
7 a
3 REMOVE INTERFERING PORTION
-° OF EXISTING 113" SEWER. PLUG
ENDS WITHCONCRETE
`
MCWo CP TEST
j
+�
IS 7
n)
o
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--------
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Y II 1
ORANGE COUNTY SANITATION DISTRICT
CaR
D RAW1 N 470 D
SEE SHEET 1 FOR RECORD DRAWING NOTE
ABANDONMENT OF AIRBASE TRUNK SEWER
PLAN AND PROFILE - ARLINGTON AVE.
E