HomeMy WebLinkAbout83-1634 - Parking Lot Site PlanNIP
m
MAP 36 PCL 93
MAP
rrlrrry CL 11
rrr #50 i' MAP 28 L 581
,
1
6
EXISTING LOT CONFIGURATION
SCALE: 1" = 150'
GALV. THRU-
BOLTS
8"X8" P.T. POSTS 6'O -C.
GUARDRAIL
TYP. ALONG
RET. WALL
NEAT CUT 7HRU
I ffi
GEOGRID
DEPTH (in.) THI SOIL CLASS: I (SANDS. LOAMY SANDS)
PERC RATE: < 2 MPI (5 MPI DESIGN)
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD29 MSL DATUM.
4, NOTE THAT CONSTRUCTION OF THE DRAINAGE SYSTEM REQUIRES REMOVAL OF
UNSUITABLE SOIL. UNSUITABLE SOIL SHALL BE REMOVED TO ITS MAXIMUM DEPTH
FROM UNDER AND WITHIN 5' OF THE PROPOSED LEACHING COMPONENTS AND REPLACED
WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). OWNER'S
ENGINEER TO INSPECT SOIL CONDITIONS AND REMOVAL DURING CONSTRUCTION.
5, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
7. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.'
8. ALL DRAINAGE PIPING 12"o H-20 CPP AT 1% PITCH UNLESS NOTED.
9. DRAINAGE COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED.
10. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE.
11. LOTS TO. BE COMBINED WITH 81X OR ANR PLAN PRIOR TO OCCUPANCY.
12. COORDINATE UTILITY INSTALLATIONS/REMOVALS WITH APPROPRIATE VENDORS.
13. REMOVE ALL EXISTING UTILITIES AND SEPTIC SERVING EXISTING BUILDINGS. COMPACT
CLEAN FILL IN 6" LIFTS TO 957 MODIFIED PROCTOR DENSITY.
14. PARKING LOT LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS
OR NEIGHBORING PREMISES. 301.4.10 35' MAX. POLE HT., BURIED ELECTRIC SERVICE.
NOT TO SCALE
PING LOT SITE PLAN
PRESOAK: 0:00:00-0:10:00
4DY LOAM
3" PEASTONE AND MIRAFI FABRIC OVER WASHED STONE AND DOWN SIDES.
(24 GAL. < 15 MIN.)
YR 3/2
BY: AHO
<9":0:10:00
I
BOTTOM PERC: AT 48"
\MY SAND
#30,#34,//40,& #50 BAYMEW STREET, WEST YARMOUTH, MA
WATER: AT 54"
YR4 6
I IT
12" PROCESSED GRAVEL
WELL INFO: WELL 1: MIW-29
SCALE
AS NOTED
ZONE: B
)IUYMR 5ANND
WATER TABLE ADJUSTMENT: 2.3' (USE .5 ADJ.)
DATE:
5/11/00
ENGINEER:
MICHAEL S. FARIA, SE
REV\ 5V OPE.DW(
(DOWN CAPE ENGINEERING)
WITNESS:
BRUCE MURPHY, RS, CHO
EXCAVATOR:
ELUS BROTHERS CONSTRUCTION
TEST
HOLE LOG
WITH VIBRATORY ROLLER.
NOT TO SCALE
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD29 MSL DATUM.
4, NOTE THAT CONSTRUCTION OF THE DRAINAGE SYSTEM REQUIRES REMOVAL OF
UNSUITABLE SOIL. UNSUITABLE SOIL SHALL BE REMOVED TO ITS MAXIMUM DEPTH
FROM UNDER AND WITHIN 5' OF THE PROPOSED LEACHING COMPONENTS AND REPLACED
WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). OWNER'S
ENGINEER TO INSPECT SOIL CONDITIONS AND REMOVAL DURING CONSTRUCTION.
5, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
7. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.'
8. ALL DRAINAGE PIPING 12"o H-20 CPP AT 1% PITCH UNLESS NOTED.
9. DRAINAGE COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED.
10. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE.
11. LOTS TO. BE COMBINED WITH 81X OR ANR PLAN PRIOR TO OCCUPANCY.
12. COORDINATE UTILITY INSTALLATIONS/REMOVALS WITH APPROPRIATE VENDORS.
13. REMOVE ALL EXISTING UTILITIES AND SEPTIC SERVING EXISTING BUILDINGS. COMPACT
CLEAN FILL IN 6" LIFTS TO 957 MODIFIED PROCTOR DENSITY.
14. PARKING LOT LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS
OR NEIGHBORING PREMISES. 301.4.10 35' MAX. POLE HT., BURIED ELECTRIC SERVICE.
NOT TO SCALE
m
MAP 36 PCL 93
rrrrrry
W'
PROPOSED 2:1 FILL SLOPE
COMPACT FILL TO 95% MOD. PROCTOR AND STAPLE EROSION
CONTROL JUTE NETTING OVER 6" LOAM & HYDROSEED
WP 28--nL 56.1
PROPOSED LOT CONFIGURATION
SCALE: 1" = 150'
EXTEND GRAVEL 12"
BEYOND BACK EDGE
OF PAVEMENT 1
STAKED HAYBALES
WITH TRENCHED IN
SILT FENCE (TYP.)
COD BERM INTEGRAL WITH TOP COAT OF ASPHALT
1" TOPCOAT MASS DPW
TYPE 11
12" PROCESSED GRAVEL
MDPW M1.03.1 VIB. ROLLER COMPACTED
REMOVE TOP & SUBSOIL
NOTE; REMOVE ANY FROST SUSCEPTIBLE MATERIAL
TO A DEPTH OF 36" BELOW FINISHED GRADE
REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL
(LESS THAN 107 DRY WEIGHT PASSING #200 SIEVE)
NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD.
PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER.
kVEMENT CROSS SE(
NOT TO SCALE
3/4" - 1 1/2" 'REPLACE W/C
WASHED STONE (TYP.) CLEAN SAND
4' MIN AROUND GALLEYS
DRAINAGE CROSS
NOT TO SCALE
COMPACT ALL BACKFILL IN 6". LIFTS TO 95% MOD. PROCTOR DENSITY.
PING LOT SITE PLAN
DRAFTER: DAO
GALLEYS.
3" PEASTONE AND MIRAFI FABRIC OVER WASHED STONE AND DOWN SIDES.
CHKD
BY: AHO
3" BITUMINOUS ASPHALT CONCRETE
OF LAND IN YARMOUTH, MA
AROUND OUTER EDGE OF STONE IF ENCOUNTERED.
2" BINDER 1" TOP COURSE
#30,#34,//40,& #50 BAYMEW STREET, WEST YARMOUTH, MA
FIELD:
DCE
12" PROCESSED GRAVEL
PREPARED FOR
SCALE
AS NOTED
°°O°°°o°o°°° MASS DPW M1.03.1 COMPACT
H-20 24" I.D. RISER °
o o CAPE COD HOSPITAL
MAY
2, 2003
v
27 PARK STREET, HYANNIS, MA 02601
REV\ 5V OPE.DW(
_� 02-171
DOC?ARK
m
MAP 36 PCL 93
rrrrrry
W'
PROPOSED 2:1 FILL SLOPE
COMPACT FILL TO 95% MOD. PROCTOR AND STAPLE EROSION
CONTROL JUTE NETTING OVER 6" LOAM & HYDROSEED
WP 28--nL 56.1
PROPOSED LOT CONFIGURATION
SCALE: 1" = 150'
EXTEND GRAVEL 12"
BEYOND BACK EDGE
OF PAVEMENT 1
STAKED HAYBALES
WITH TRENCHED IN
SILT FENCE (TYP.)
COD BERM INTEGRAL WITH TOP COAT OF ASPHALT
1" TOPCOAT MASS DPW
TYPE 11
12" PROCESSED GRAVEL
MDPW M1.03.1 VIB. ROLLER COMPACTED
REMOVE TOP & SUBSOIL
NOTE; REMOVE ANY FROST SUSCEPTIBLE MATERIAL
TO A DEPTH OF 36" BELOW FINISHED GRADE
REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL
(LESS THAN 107 DRY WEIGHT PASSING #200 SIEVE)
NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD.
PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER.
kVEMENT CROSS SE(
NOT TO SCALE
3/4" - 1 1/2" 'REPLACE W/C
WASHED STONE (TYP.) CLEAN SAND
4' MIN AROUND GALLEYS
DRAINAGE CROSS
NOT TO SCALE
COMPACT ALL BACKFILL IN 6". LIFTS TO 95% MOD. PROCTOR DENSITY.
NOTE: 4' OF 3/4 - 1.5" DOUBLE WASHED STONE ALL AROUND BANKS OF
GALLEYS.
3" PEASTONE AND MIRAFI FABRIC OVER WASHED STONE AND DOWN SIDES.
COMPACT ALL BACKFILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY. H-20 RATED FRAME & COVER (3) REQ.
LEACHING STRUCTURES TO BE SET IN CLEAN SAND.
3" BITUMINOUS ASPHALT CONCRETE
UNSUITABLE MATERIAL SHALL BE REMOVED FOR 5' MIN.
AROUND OUTER EDGE OF STONE IF ENCOUNTERED.
2" BINDER 1" TOP COURSE
NOTIFY ENGINEER TO INSPECT WHEN EXCAVATING.
1% MIN. MASS DPW TYPE 11
12" PROCESSED GRAVEL
o
°°O°°°o°o°°° MASS DPW M1.03.1 COMPACT
H-20 24" I.D. RISER °
°0000000°oao TO 95% MAX. DRY DENSITY
° °
OR BUILT UP H-20 BRICK
MOD. PROCTOR
MORTAR ALL COMPONENTS (TYP.)
I
WITH VIBRATORY ROLLER.
e-•°
3" PEASTONE &
LP 0o S o° °\; O" FILTER FABRIC
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PROVIDE PATIO BLOCK SPLASH PADS
4.0' MIN. END VIEW
AND WASHED STONE UNDER ALL
INVERTS, 8 S.F. MIN.
DRAINAGE CROSS SECTION
SCALE: N.T.S.
INSPECTION SCHEDULE: (BY OWNERS ENGINEER, 24 HR. NOTICE REQ.)
1. FOUNDATION & SEPTIC SOIL REMOVAL/SOIL COMPACTION
2. DRAINAGE INSTALLATION
3. COMPACTED SU13GRADE PRIOR TO GRAVEL
4. GRAVEL LAYER AFTER COMPACTION
5. BINDER COARSE PAVEMENT
6. FINISH COARSE OF PAVEMENT
7. LANDSCAPING, TRAFFIC PAINT AND FINAL CLEANUP.
1'V3.µ OFM4,
µOF 7 O2 a yG
9c s 14 PH. 1-508-362-4I
DATE: MAY 2, 2003 yo`' ARNEKyGm CJALA N I FAX.•1-508-362-9
REVISED: MAY 21, 2003 civ ', No. 26348 down cope en gin eerin g, Irn c.
REVISED: 7-20-04 (ZBA CONDITIONS, SLOPE) AAo No.30792 quosss%o CIVIL ENGINEERS
URV
�Fss,STI ESU LAND SURVEYORS
939 Main Street - YARMOU THPOR T, Ms