HomeMy WebLinkAboutCCH - Decision 3841 - Pg3 Parking Lot Site PlanMAP 36 PCL 93
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EXISTING LOT CONFIGURATION
SCALE: 1" = 150'
RETAINING WALL CROSS SE
NOT TO SCALE
DEPTH (in.) TH1 SOIL CLASS: 1 (SANDS, LOAMY SANDS)
PERC RATE: < 2 MPI (5 MPI DESIGN)
0" d A PRESOAK 0:00:00-0:10:00
SAONDR LOAM < 9": 0 20; oAL. < 15 MIN.)
14" UNSUIllBOTTOM PERC: AT 48"
81
LOAMY SAND WATER: AT 54"
10 YR 4/6
36. NSUITAI3 E WELL INFO: WELL #: MIW-29
MEODI M SAD WATER TABLE ADJUSTM NTE 2.3' (USE .5 ADJ.)
YR 5
126'
DATE: 5/11 /00
ENGINEER: MICHAEL S. FARIA, SE
(DOWN CAPE ENGINEERING)
WITNESS: BRUCE MURPHY, RS, CHO
EXCAVATOR: ELLIS BROTHERS CONSTRUCTION
TEST HOLE LOG
NOT TO SCALE
NOTES: -
TE 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"0 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 95% 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.
0
E
AST A!N STREET
0 MAP 36 PCL 93 I
0 11
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T / ESYNT ! /
A
IT
i
`I
YAP 28
12
i
PROPOSED LOT CONFIGURATION
SCALE: 1 " = 150'
12"X3" CAPE COD BERM
1" TOPCOAT MASS DPW
TYPE 11
2" BINDER
0O0 000 000000
O000OC>0 00000�0000
000O O CO 0
O
12" PROCESSED GRAVEL
MOPW 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 10% DRY WEIGHT PASSING #200 SIEVE)
NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD.
PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER.
PAVEMENT CROSS SECTION
NOT TO SCALE
STAKED HAYBALES
WITV TRENCHED IN
SI FENCE (TYP.)
W I
i
CAPE COD BERM
12"X 3MR"
H-20 w H-20 HDPE CPP
PRECAST r 12"0 HDPE
RISER j SLOPE 1% MIN.
2.0' (TVP.) 2.0' (TVP.)
REMOVE 3C.B. TRAP
PROPOSED ANY 12"0 HDPE PIPE
ELBOW
H-20 UNSUITABLE
SOIL
LEACHING GALLEYS ENCOUNTERE PROPOSED
:(IF ANY) 1000 GALLON PRECAST
6" WASHED STONE UNDERNEATH :FOR H-20 CATCH BASIN
STRUCTURES ............ ....... -." "' :5' MIN. '0X6'-8" SHOREY SOLID
`AROUND BASIN H-20 OR EQUAL
:STONE
3/4" - 1 1/2" REPLACE W/ SECTIONAL PLATE
CLEAN SAND
WASHED STONE (TYP.)
4' MIN AROUND GALLEYS
DRAINAGE CROSS SECTION
NOT TO SCALE
COMPACT ALL RACKFILL 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 BAC;'KFILL 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
UwSUITABLE 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. }% MIN. MASS DPW TYPE 11
12" PROCESSED GRAVEL
0 0°000°°00000 MASS DPW M1.03.1 COMPACT
°0°0('0°°°°0° TO 95% MAX. DRY DENSITY
H -2Q 24" I.D. RISER o <00�0°�o°3L,. 0
7rR BUILT UP H-20 BRICK MOLL PROCTOR
- - "mOR`iAR ALL COMPONENTS (TYP.) i WITH VIBRATORY ROLLER.
a •. 3" PEASTONE &
oo,0p O °°° ap,0°°
FILTER FABRIC
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PROVIDE PATIO BLOCK SPLASH PADS
,4 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 SUBGRADE PRIOR "IJ GRAVEL
4. GRAVEL LAYER AFTER COMPACTION
5. BINDER COARSE PAVEMENT
6. FINISH COARSE OF PAVEMENT
7. LANDSCAPING, TRAFFIC PAINT AND FINAL CLEANUP.
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FIELD: DCE
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#30,#34,#40,& #50 SAYVIEW STREET, WEST YARMOUTH, MA
SEE PAVEMENT SECTION
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SEE ATTACHED ENGINEERED
112"
WALL PLANS
IPEASTONE
NAL N
AGAINST
-'
IWALL
�,
CLEAN GRANULAR
BACKFILL- NO FINES
!
RETAINING WALL CROSS SE
NOT TO SCALE
DEPTH (in.) TH1 SOIL CLASS: 1 (SANDS, LOAMY SANDS)
PERC RATE: < 2 MPI (5 MPI DESIGN)
0" d A PRESOAK 0:00:00-0:10:00
SAONDR LOAM < 9": 0 20; oAL. < 15 MIN.)
14" UNSUIllBOTTOM PERC: AT 48"
81
LOAMY SAND WATER: AT 54"
10 YR 4/6
36. NSUITAI3 E WELL INFO: WELL #: MIW-29
MEODI M SAD WATER TABLE ADJUSTM NTE 2.3' (USE .5 ADJ.)
YR 5
126'
DATE: 5/11 /00
ENGINEER: MICHAEL S. FARIA, SE
(DOWN CAPE ENGINEERING)
WITNESS: BRUCE MURPHY, RS, CHO
EXCAVATOR: ELLIS BROTHERS CONSTRUCTION
TEST HOLE LOG
NOT TO SCALE
NOTES: -
TE 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"0 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 95% 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.
0
E
AST A!N STREET
0 MAP 36 PCL 93 I
0 11
o
• I
/
T / ESYNT ! /
A
IT
i
`I
YAP 28
12
i
PROPOSED LOT CONFIGURATION
SCALE: 1 " = 150'
12"X3" CAPE COD BERM
1" TOPCOAT MASS DPW
TYPE 11
2" BINDER
0O0 000 000000
O000OC>0 00000�0000
000O O CO 0
O
12" PROCESSED GRAVEL
MOPW 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 10% DRY WEIGHT PASSING #200 SIEVE)
NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD.
PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER.
PAVEMENT CROSS SECTION
NOT TO SCALE
STAKED HAYBALES
WITV TRENCHED IN
SI FENCE (TYP.)
W I
i
CAPE COD BERM
12"X 3MR"
H-20 w H-20 HDPE CPP
PRECAST r 12"0 HDPE
RISER j SLOPE 1% MIN.
2.0' (TVP.) 2.0' (TVP.)
REMOVE 3C.B. TRAP
PROPOSED ANY 12"0 HDPE PIPE
ELBOW
H-20 UNSUITABLE
SOIL
LEACHING GALLEYS ENCOUNTERE PROPOSED
:(IF ANY) 1000 GALLON PRECAST
6" WASHED STONE UNDERNEATH :FOR H-20 CATCH BASIN
STRUCTURES ............ ....... -." "' :5' MIN. '0X6'-8" SHOREY SOLID
`AROUND BASIN H-20 OR EQUAL
:STONE
3/4" - 1 1/2" REPLACE W/ SECTIONAL PLATE
CLEAN SAND
WASHED STONE (TYP.)
4' MIN AROUND GALLEYS
DRAINAGE CROSS SECTION
NOT TO SCALE
COMPACT ALL RACKFILL 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 BAC;'KFILL 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
UwSUITABLE 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. }% MIN. MASS DPW TYPE 11
12" PROCESSED GRAVEL
0 0°000°°00000 MASS DPW M1.03.1 COMPACT
°0°0('0°°°°0° TO 95% MAX. DRY DENSITY
H -2Q 24" I.D. RISER o <00�0°�o°3L,. 0
7rR BUILT UP H-20 BRICK MOLL PROCTOR
- - "mOR`iAR ALL COMPONENTS (TYP.) i WITH VIBRATORY ROLLER.
a •. 3" PEASTONE &
oo,0p O °°° ap,0°°
FILTER FABRIC
o°d aoO -vOVER STONE°ov
°o°o
O oooo OooDOWN SIDES5'00
ogo°oG�°°o�°0 000 OFTRENCH
°o O�opOo o O o O o
l_J � t_I 1 o ( o a o0
00 °oop°Oo0 °00 ° 1 ° O0° Oo° Ooo pia
000 �° O o 1 L_1 k ° o0°Opo° 000° Q
° ° C> ° oO
LO b v°cYd o°oy v°ti v° °v o°o°2s°v o� 0 C3
°po a
00 00
{t 00 °00 0 °0 4 °0 0°O 1 1 ° 0 0° 0
I ;°00 v 0°00 0° O o od °o ° oo v 0b Q00
o°
0
I °boO S0 °0°oc0odoc0 0 Da0 °o OQp°o0 °
oo0 0 �0°�o°O° vO Oodd�o�O0p0°0O
oaoa° ° 0
dov 00.°od0o0O
O
°o00p�°Oflo D °0
oa b 0, ti
v o Oo Obo �o� Oo
J°oQ °c� °OpO� 000 mop °oO o �oO o0 o C0 0
PROVIDE PATIO BLOCK SPLASH PADS
,4 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 SUBGRADE PRIOR "IJ GRAVEL
4. GRAVEL LAYER AFTER COMPACTION
5. BINDER COARSE PAVEMENT
6. FINISH COARSE OF PAVEMENT
7. LANDSCAPING, TRAFFIC PAINT AND FINAL CLEANUP.
1 PH. 1-508-362-4541
i FAX..1-508-362-9880
down cope engineering, Inc.
Cl VIL ENGINEERS
L A ND SUR VE MORS
939 Main Street - YARMOU THPOR T, MASS.
1 __
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DRAFTER: DAO
DA j t : MA`f 2, Zoa3
01i of
OPA
RJUNG LOT SITE PLAN
OF
N
OF LAND IN YARMOUTH, MA
CHKD BY: AHO
REV) 5ED' MAY 2t ! 2.005 _
��ARNEH.
FIELD: DCE
_
#30,#34,#40,& #50 SAYVIEW STREET, WEST YARMOUTH, MA
` CIVIL
CIVIL
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PREPARED FOR
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SCALE AS NOTED
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C CODIOS ITAL
MAY 21, 2003
NAL N
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yy 27 PARS �STREET, HYANNIIS, MA 02601
�,
98-168 CCH\ DWG 02-171 DOC ARK DWG
1 PH. 1-508-362-4541
i FAX..1-508-362-9880
down cope engineering, Inc.
Cl VIL ENGINEERS
L A ND SUR VE MORS
939 Main Street - YARMOU THPOR T, MASS.
1 __