HomeMy WebLinkAbout83-1793 - 6 - Details 3SYSTEM ELEVATIONS
INFILTRATION BASIN
BASIN #1
BASIN #2
BASIN #3
NO. OF GALLEYS
1UL/65C
4E/4C
2E
GALLEY TOP
12.95
12.95
12.95
DIA./INVERT IN
DIA./INVERT OUT
12" 9.64
12" 11.10
8' 11.19
6 11.78
8' /10.70
NO OUTLET
GALLEY BOTTOM
8.7
8.7
8.7
4'-6"
FRONT VIEW
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4'-6"
FRONT VIEW
FRONT VIEW
BITUMINOUS CONCRETE -
(2" BASE, 1" TOP)
16" OF 85t COMPACTED GRAVEL —\
FINISH GRADE MATCH EXISTING—.,
No. 410 FILTER FABRIC
GALLEY TOP �\ ✓ ` 1
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GALLEY INV.
I
CRUSHED STONE (TYPE 7)
I
SHEA GALLEY 1
GALLEY BOTTOM
ESTIMATED SEASONAL_ 1
HIGH GROUNDWATER
CRUSHED STONE (TYPE 7) �f
SHEA GALLEY MODEL LE-EGH
ON ENDS & MODEL LE-CGH
FOR CENTER SECTIONS
No. 410 FILTER FABRIC
OR APPROVED EQUAL
TOP, BOTTOM & SIDES
4'-0" (TYP)
NOTE:
TOTAL OF 16 GALLEY END (E) SECTIONS
& 69 GALLEY CENTER (C) SECTIONS.
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FRONT VIEW
BITUMINOUS CONCRETE -
(2" BASE, 1" TOP)
16" OF 85t COMPACTED GRAVEL —\
FINISH GRADE MATCH EXISTING—.,
No. 410 FILTER FABRIC
GALLEY TOP �\ ✓ ` 1
r'
GALLEY INV.
I
CRUSHED STONE (TYPE 7)
I
SHEA GALLEY 1
GALLEY BOTTOM
ESTIMATED SEASONAL_ 1
HIGH GROUNDWATER
CRUSHED STONE (TYPE 7) �f
SHEA GALLEY MODEL LE-EGH
ON ENDS & MODEL LE-CGH
FOR CENTER SECTIONS
No. 410 FILTER FABRIC
OR APPROVED EQUAL
TOP, BOTTOM & SIDES
4'-0" (TYP)
NOTE:
TOTAL OF 16 GALLEY END (E) SECTIONS
& 69 GALLEY CENTER (C) SECTIONS.
3"
4'-0"
HOLES 6"x4" TO 5"x2" TAPER
SIDE VIEW
6"
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06/06/07
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4'-0"
HOLES 6"x4" TO 5"x2" TAPER
SIDE VIEW
6"
S-0"
CONSERVA77ON COMMENTS
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4'-6"
BACK VIEW
PAVED AREN GRASS AREA
��rJVAVAVIVAVA�IVIVNAVAVIVAVAVIVA�AVA�
LOAM AND SEED
MINIMUM COVER
TYPE 1- COMMON BORROW)
OR H-10 LOADING
SECTION B -B
NOTE
1. PRECAST CONCRETE GALLEYS TO BE SHEA LE-EGH & LE-CGH APPROVED EQUAL.
2. ACTUAL LOCATION AND CONFIGURATION OF GALLEYS MAY BE ALTERED IN THE FIELD BASED ON
AS -BUILT GRADING, UTILITY LOCATIONS, ETC.
INFILTRATION SYSTEM SECTIONS & ELEVATIONS
NOT TO SCALE
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6" LOAM AND SEED
SEE DETAIL BELOW
9" MINIMUM COVER
FOR H-10 LOADING
4.25 FT.
�i-0i-00_4-_•
on
•.11
MKIK1191 1002"
MP STRAP EXPANSION RESTRAINT
(1/4" NYLON ROPE
2" FLAT WASHERS)
SILTSACK BY ATLANTIC
CONSTRUCTION FABRICS, INC.
OR APPROVED EQUAL.
SI LTSACK DETAIL
N.T.S.
BEDDING DETAIL
GROUND a
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CATCH BASIN
(SEE DETAIL)
FACE
2 DUMP
STRAPS EACH
BAG DETAIL
N.T.S.
SUMP
(SEE CB DETAIL)
SILT SACK INSTALLATION DETAIL
N.T.S.
ANGLE FIRST STAKE
TOWARD PREVIOUSLY
LAID BALE.
FLOW
\
PLAN
S-0"
u
'-BOUND BALES PLACED
ON CONTOUR
2 REBARS, STEEL PICKETS, OR
2"x2 STAKES 1 1/2' TO 2 IN
GROUND. DRIVE FLUSH WITH BALES.
ANCHORING DETAIL
3AKED HAY OR STRAW.
AIN. SIZE SHALL BE 36" x 18" x 24"
SILT FENCE
- 1" x 1" x 48" OAK STAKES PER BALE (MIN.)
)R EQUIVALENT SIZE SAPLINGS
1:71 stal fid. N
1" x 1" OAK STAKES
2 - 1" x 1" x 48" OAK STAKES PER BALE (MIN.)
OR EQUIVALENT SIZE SAPLINGS
SILT FENCE (EMBEDDED IN GROUND)
BALED HAY OR STRAW
/-GROUND
m I 4" 'i' '';' 6„
FLOW
�f
V-0" MIN.
SILT FENCE & HAY BALE DETAIL
N.T.S.
CONSTRUCTION SPECIFICATIONS:
1. HAY BALES SHALL BE PLACED AROUND NEWLY INSTALLED CATCH BASINS AND DROP INLETS (WHERE
REQUIRED) TO PREVENT SEDIMENTATION AND OTHER DEBRIS FROM ACCUMULATING ON THE GRATE OR
IN THE SUMP. HAY BALES SHOULD BE KEPT CLEAN AND FREE OF DEBRIS TO FACILITATE FLOW.
2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES, AND PLACED SO THE
BINDINGS ARE HORIZONTAL.
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR OR REBARS DRIVEN
THROUGH THE BALE. THE FIRST STAKE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT
AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE.
4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR
IMPEDE STORM FLOW OR DRAINAGE.
HAY BALE NOTES
r
0
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GENERAL
THIS PLAN PROPOSES EROSION CONTROL MEASURES TO ADEQUATELY CONTROL ACCELERATED
SEDIMENTATION AND REDUCE THE DANGER FROM STORM WATER RUNOFF AT THE SITE. THE RUNOFF
SHALL BE CONTROLLED BY THE INTERCEPTION, DIVERSION, AND SAFE DISPOSAL OF PRECIPITATION.
RUNOFF SHALL ALSO BE CONTROLLED BY STAGING CONSTRUCTION ACTIVITY AND PRESERVING
NATURAL VEGETATION WHEREVER POSSIBLE.
EXISTING VEGETATION SHALL BE PROTECTED AND ONLY THAT CLEARING AND GRUBBING ABSOLUTELY
NECESSARY TO THE PROPOSED CONSTRUCTION SHALL BE PERFORMED. ALL DISTURBED AREAS SHALL
BE RESTORED TO THEIR ORIGINAL CONDITION AND CONTOUR, UNLESS OTHERWISE INDICATED ON THE
PLANS. THE CONTRACTOR SHALL TAKE SPECIAL CARE WITH HIS CONSTRUCTION METHODS AND SHALL
COMPLY WITH THE FOLLOWING GUIDELINES.
SEDIMENTATION CONTROL
ALL AREAS SHALL BE PROTECTED FORM SEDIMENTATION DURING AND AFTER CONSTRUCTION,
PARTICULARLY THE STORAGE OF EXCAVATED OR STOCKPILED MATERIAL. THE CONTRACTOR SHALL
CAREFULLY STRIP ALL TOPSOIL, LOAM, OR ORGANIC MATTER PRIOR TO THE TRENCHING OR OTHER
OPERATIONS AND SHALL STORE THEM SEPARATELY FROM ALL OTHER MATERIALS DURING EXCAVATION.
EACH STOCKPILE MUST BE ADEQUATELY RINGED WITH SEDIMENT CONTROL MATERIAL (i.e., HAY BALES
AND/OR FILTER FABRIC FENCE).
DEBRIS AND OTHER WASTE RESULTING FROM EQUIPMENT MAINTENANCE AND CONSTRUCTION WILL NOT
BE DISCARDED ON SITE.
STABILIZING OF SLOPES SHALL BE DONE IMMEDIATELY AFTER CONSTRUCTION OF SLOPES. SLOPES
STEEPER THAN 4:1 SHALL BE PROTECTED WITH EROSION MATS. THESE MATS ARE MANUFACTURED
COMBINATIONS OF MULCH AND NETTING AND SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. ALL OTHER AREAS SHALL BE MULCHED WITH HAY OR STRAW
AT A RATE OF 1.5 TO 2 TONS PER ACRE. STRAW OR HAY MULCH MUST BE ANCHORED IMMEDIATELY
AFTER SPREADING TO PREVENT WINDBLOWING.
EROSION AND SEDIMENTATION CONTROL PLAN
SEDIMENTATION CONTROL SYSTEM - THE SEDIMENTATION CONTROL SYSTEM SHALL CONSIST OF HAY
BALES WITH FILTER FABRIC BARRIER FENCE. THE SEDIMENTATION CONTROL SYSTEM SHALL BE
INSTALLED BEFORE ANY CONSTRUCTION BEGINS AS INDICATED ON THE PLANS. DESIGN THE SYSTEM TO
INTERCEPT SILT AND SEDIMENT BEFORE IT REACHES THE WETLANDS OR WATERCOURSES. DEPOSITS OF
SEDIMENT AND SILT ARE TO BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE FENCE.
THIS MATERIAL IS TO BE SPREAD AND STABILIZED IN AREAS NOT SUBJECT TO EROSION, OR IN AREAS
WHICH ARE NOT TO BE PAVED OR BUILT ON. THE SEDIMENTATION CONTROL SYSTEM IS TO BE
REPLACED AS NECESSARY TO PROVIDE PROPER FILTERING ACTION. THE SYSTEM IS TO REMAIN IN
PLACE AND BE MAINTAINED TO INSURE EFFICIENT SILTATION CONTROL UNTIL ALL AREAS ABOVE THE
FENCE ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED.
SILT SACKS - SILT SACKS SHALL BE INSTALLED AT ALL CATCH BASINS WHERE SEDIMENT MAY ENTER
THE CATCH BASIN OR AS DIRECTED BY THE RESIDENT ENGINEER. DEPOSITS OF SEDIMENT AND SILT ARE
TO BE PERIODICALLY REMOVED FROM THE SILT SACKS. THIS MATERIAL IS TO BE SPREAD AND
STABILIZED IN AREAS NOT SUBJECT TO EROSION, OR IN AREAS WHICH ARE NOT TO BE PAVED OR BUILT
ON. SILT SACKS ARE TO BE REPLACED AS NECESSARY TO PROVIDE PROPER FILTERING ACTION. THE
SYSTEM IS TO REMAIN IN PLACE AND BE MAINTAINED TO INSURE EFFICIENT SILTATION CONTROL UNTIL
ALL AREAS ABOVE THE EROSION CHECKS ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED.
IN ALL AREAS, REMOVAL OF TREES, BUSHES, AND OTHER VEGETATION, AND DISTURBANCE TO THE SOIL,
IS TO BE KEPT TO AN ABSOLUTE MINIMUM WHILE ALLOWING PROPER DEVELOPMENT OF THE SITE.
EROSION AND SEDIMENT CONTROL
MAINTENANCE PROCEDURES
DURING CONSTRUCTION, AS SMALL AN AREA OF SOIL AS POSSIBLE SHOULD BE EXPOSED FOR AS SHORT
A TIME AS POSSIBLE. AFTER CONSTRUCTION, GRADE, RESPREAD TOPSOIL, AND STABILIZE SOIL BY
SEEDING AND MULCHING TO PREVENT EROSION.
ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE INSPECTED DURING CONSTRUCTION ON A
DAILY BASIS AND FOLLOWING ALL STORMS BY THE RESIDENT ENGINEER. THE CONTRACTOR SHALL
MAINTAIN AND MAKE REPAIRS AND REMOVE SEDIMENT AS REQUESTED BY THE RESIDENT ENGINEER.
THIS WORK SHALL BE PERFORMED WITHIN 24 HOURS OF REQUEST.
THE CONTRACTOR SHALL CLEAN SEDIMENT AND DEBRIS FROM ALL DRAINAGE STRUCTURES AND PIPES.
AT THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL REPAIR ALL ERODED AREAS AND
ENSURE A GOOD STAND OF TURF IS ESTABLISHED THROUGHOUT. THE CONTRACTOR SHALL REPAIR ALL
ERODED OR DISPLACED RIPRAP, AND CLEAN SEDIMENT COVERED STONES.
TOE TRENCH
(6" MIN. WIC
SILT FENCE DETAIL
N.T.S.
WOODEN STAKE
1�13:�N7
4
S-0"
CONSERVA77ON COMMENTS
FLOW
3
SLOPE
W
-
a
06/06/07
0
HMC
cn
04/04/07
w
HMC
0
DRAWN BY: HMC
CHECKED BY: MJC
o
FLOW
N0.
I DATE
GROUND a
0
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CATCH BASIN
(SEE DETAIL)
FACE
2 DUMP
STRAPS EACH
BAG DETAIL
N.T.S.
SUMP
(SEE CB DETAIL)
SILT SACK INSTALLATION DETAIL
N.T.S.
ANGLE FIRST STAKE
TOWARD PREVIOUSLY
LAID BALE.
FLOW
\
PLAN
S-0"
u
'-BOUND BALES PLACED
ON CONTOUR
2 REBARS, STEEL PICKETS, OR
2"x2 STAKES 1 1/2' TO 2 IN
GROUND. DRIVE FLUSH WITH BALES.
ANCHORING DETAIL
3AKED HAY OR STRAW.
AIN. SIZE SHALL BE 36" x 18" x 24"
SILT FENCE
- 1" x 1" x 48" OAK STAKES PER BALE (MIN.)
)R EQUIVALENT SIZE SAPLINGS
1:71 stal fid. N
1" x 1" OAK STAKES
2 - 1" x 1" x 48" OAK STAKES PER BALE (MIN.)
OR EQUIVALENT SIZE SAPLINGS
SILT FENCE (EMBEDDED IN GROUND)
BALED HAY OR STRAW
/-GROUND
m I 4" 'i' '';' 6„
FLOW
�f
V-0" MIN.
SILT FENCE & HAY BALE DETAIL
N.T.S.
CONSTRUCTION SPECIFICATIONS:
1. HAY BALES SHALL BE PLACED AROUND NEWLY INSTALLED CATCH BASINS AND DROP INLETS (WHERE
REQUIRED) TO PREVENT SEDIMENTATION AND OTHER DEBRIS FROM ACCUMULATING ON THE GRATE OR
IN THE SUMP. HAY BALES SHOULD BE KEPT CLEAN AND FREE OF DEBRIS TO FACILITATE FLOW.
2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES, AND PLACED SO THE
BINDINGS ARE HORIZONTAL.
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR OR REBARS DRIVEN
THROUGH THE BALE. THE FIRST STAKE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT
AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE.
4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR
IMPEDE STORM FLOW OR DRAINAGE.
HAY BALE NOTES
r
0
i
GENERAL
THIS PLAN PROPOSES EROSION CONTROL MEASURES TO ADEQUATELY CONTROL ACCELERATED
SEDIMENTATION AND REDUCE THE DANGER FROM STORM WATER RUNOFF AT THE SITE. THE RUNOFF
SHALL BE CONTROLLED BY THE INTERCEPTION, DIVERSION, AND SAFE DISPOSAL OF PRECIPITATION.
RUNOFF SHALL ALSO BE CONTROLLED BY STAGING CONSTRUCTION ACTIVITY AND PRESERVING
NATURAL VEGETATION WHEREVER POSSIBLE.
EXISTING VEGETATION SHALL BE PROTECTED AND ONLY THAT CLEARING AND GRUBBING ABSOLUTELY
NECESSARY TO THE PROPOSED CONSTRUCTION SHALL BE PERFORMED. ALL DISTURBED AREAS SHALL
BE RESTORED TO THEIR ORIGINAL CONDITION AND CONTOUR, UNLESS OTHERWISE INDICATED ON THE
PLANS. THE CONTRACTOR SHALL TAKE SPECIAL CARE WITH HIS CONSTRUCTION METHODS AND SHALL
COMPLY WITH THE FOLLOWING GUIDELINES.
SEDIMENTATION CONTROL
ALL AREAS SHALL BE PROTECTED FORM SEDIMENTATION DURING AND AFTER CONSTRUCTION,
PARTICULARLY THE STORAGE OF EXCAVATED OR STOCKPILED MATERIAL. THE CONTRACTOR SHALL
CAREFULLY STRIP ALL TOPSOIL, LOAM, OR ORGANIC MATTER PRIOR TO THE TRENCHING OR OTHER
OPERATIONS AND SHALL STORE THEM SEPARATELY FROM ALL OTHER MATERIALS DURING EXCAVATION.
EACH STOCKPILE MUST BE ADEQUATELY RINGED WITH SEDIMENT CONTROL MATERIAL (i.e., HAY BALES
AND/OR FILTER FABRIC FENCE).
DEBRIS AND OTHER WASTE RESULTING FROM EQUIPMENT MAINTENANCE AND CONSTRUCTION WILL NOT
BE DISCARDED ON SITE.
STABILIZING OF SLOPES SHALL BE DONE IMMEDIATELY AFTER CONSTRUCTION OF SLOPES. SLOPES
STEEPER THAN 4:1 SHALL BE PROTECTED WITH EROSION MATS. THESE MATS ARE MANUFACTURED
COMBINATIONS OF MULCH AND NETTING AND SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. ALL OTHER AREAS SHALL BE MULCHED WITH HAY OR STRAW
AT A RATE OF 1.5 TO 2 TONS PER ACRE. STRAW OR HAY MULCH MUST BE ANCHORED IMMEDIATELY
AFTER SPREADING TO PREVENT WINDBLOWING.
EROSION AND SEDIMENTATION CONTROL PLAN
SEDIMENTATION CONTROL SYSTEM - THE SEDIMENTATION CONTROL SYSTEM SHALL CONSIST OF HAY
BALES WITH FILTER FABRIC BARRIER FENCE. THE SEDIMENTATION CONTROL SYSTEM SHALL BE
INSTALLED BEFORE ANY CONSTRUCTION BEGINS AS INDICATED ON THE PLANS. DESIGN THE SYSTEM TO
INTERCEPT SILT AND SEDIMENT BEFORE IT REACHES THE WETLANDS OR WATERCOURSES. DEPOSITS OF
SEDIMENT AND SILT ARE TO BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE FENCE.
THIS MATERIAL IS TO BE SPREAD AND STABILIZED IN AREAS NOT SUBJECT TO EROSION, OR IN AREAS
WHICH ARE NOT TO BE PAVED OR BUILT ON. THE SEDIMENTATION CONTROL SYSTEM IS TO BE
REPLACED AS NECESSARY TO PROVIDE PROPER FILTERING ACTION. THE SYSTEM IS TO REMAIN IN
PLACE AND BE MAINTAINED TO INSURE EFFICIENT SILTATION CONTROL UNTIL ALL AREAS ABOVE THE
FENCE ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED.
SILT SACKS - SILT SACKS SHALL BE INSTALLED AT ALL CATCH BASINS WHERE SEDIMENT MAY ENTER
THE CATCH BASIN OR AS DIRECTED BY THE RESIDENT ENGINEER. DEPOSITS OF SEDIMENT AND SILT ARE
TO BE PERIODICALLY REMOVED FROM THE SILT SACKS. THIS MATERIAL IS TO BE SPREAD AND
STABILIZED IN AREAS NOT SUBJECT TO EROSION, OR IN AREAS WHICH ARE NOT TO BE PAVED OR BUILT
ON. SILT SACKS ARE TO BE REPLACED AS NECESSARY TO PROVIDE PROPER FILTERING ACTION. THE
SYSTEM IS TO REMAIN IN PLACE AND BE MAINTAINED TO INSURE EFFICIENT SILTATION CONTROL UNTIL
ALL AREAS ABOVE THE EROSION CHECKS ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED.
IN ALL AREAS, REMOVAL OF TREES, BUSHES, AND OTHER VEGETATION, AND DISTURBANCE TO THE SOIL,
IS TO BE KEPT TO AN ABSOLUTE MINIMUM WHILE ALLOWING PROPER DEVELOPMENT OF THE SITE.
EROSION AND SEDIMENT CONTROL
MAINTENANCE PROCEDURES
DURING CONSTRUCTION, AS SMALL AN AREA OF SOIL AS POSSIBLE SHOULD BE EXPOSED FOR AS SHORT
A TIME AS POSSIBLE. AFTER CONSTRUCTION, GRADE, RESPREAD TOPSOIL, AND STABILIZE SOIL BY
SEEDING AND MULCHING TO PREVENT EROSION.
ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE INSPECTED DURING CONSTRUCTION ON A
DAILY BASIS AND FOLLOWING ALL STORMS BY THE RESIDENT ENGINEER. THE CONTRACTOR SHALL
MAINTAIN AND MAKE REPAIRS AND REMOVE SEDIMENT AS REQUESTED BY THE RESIDENT ENGINEER.
THIS WORK SHALL BE PERFORMED WITHIN 24 HOURS OF REQUEST.
THE CONTRACTOR SHALL CLEAN SEDIMENT AND DEBRIS FROM ALL DRAINAGE STRUCTURES AND PIPES.
AT THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL REPAIR ALL ERODED AREAS AND
ENSURE A GOOD STAND OF TURF IS ESTABLISHED THROUGHOUT. THE CONTRACTOR SHALL REPAIR ALL
ERODED OR DISPLACED RIPRAP, AND CLEAN SEDIMENT COVERED STONES.
TOE TRENCH
(6" MIN. WIC
SILT FENCE DETAIL
N.T.S.
WOODEN STAKE
1�13:�N7
4
07/13/07
CONSERVA77ON COMMENTS
HMC
3
06/28/07
SITE PLAN REVIEW COMMENTS
HMC
2
06/06/07
DRAINAGE IMPROVEMENTS
HMC
1
04/04/07
95% DESIGN
HMC
0638—DET
DRAWN BY: HMC
CHECKED BY: MJC
6 OF
N0.
I DATE
DESCRIPTION
BY
PROJECT ADDRESS:
534 WINSLOW GRAY ROAD
SOUTH YARMOUTH, MASSACHUSETTS 02664
ASSESSORS MAP 59, PARCEL 44
YARMOUTH HOUSING AUTHORI T)
SOUTH YARMOUTH, MASSACHUSEJ
DHCD PROJECT NO. 351012
LONG POND PLAZA
MISCELLANEOUS DETAILS 111
GCG ASSOCIATES, IN
WILMINGTON MASSACHUSETT
CARR m
CIVIL y
SCALE: AS SHOWN DATE: JUNE 6, 2007
No1590
No. 35907
JOB NO.\FILE NAME:
DESIGNED BY: MJC
PLAN N(
Q
`4Q
Sl°"AL�
(77�13�0'7
0638—DET
DRAWN BY: HMC
CHECKED BY: MJC
6 OF