HomeMy WebLinkAbout8 Strawberry Lane - Site PlanASSESSORS MAP 122 PCL 81
DEED REFERENCE: DB 3044 PAGE 262
ZONING DISTRICT: R-40
SETBACKS: 30' FRONT, 20' SIDE, 20' REAR
MAX BUILD:NG COVERAGE: 26%
FLOODZONE: C
LOT SIZE: 29,006 SFt (0.67AC.t)
NOT IN APD DISTRICT
EXISTING USE: Al SINGLE FAMILY DWELLING
PROPOSED USE: Al USE AND P9 MUSEUM USE
LEGAL: PAUL C. WIGHTMAN, ESQ.
3267 MAIN STREET
P.O.B. 1048 BARNSTABL.E. MA 02630
PH. 1-508-362-1900
FAX 1-508-362-7912
TH1 DATE: 4/3/96
PERFORMED BY: RON CADILLAC. PLS
WITNESSED BY: AMY VON HONE RS BOH
DEPTH PERC RATE: <2MIN/IN IN C2 ASSMD.
ELEVATION
0'
30'
PERCHED WATER 60'
TABLE
SEASONAL ONLY 84"
NO ADJUSTMENT
REQ.
C2 LAYER
COARSE SAND
-' 7.5YR 6/6
132'
41.6
39.1
36.6
34.8
FOUND B
C /30.6 NO WATER
LOW
PERCHED S
SOIL LOG
� LAYER
NOT TO SCALE V
2'-10"
26"
MANUF. LeBARON, BROCKTON, MA
MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
SCALE- 3/4' = 1'-0"
LABEL SEWER OR DRAIN AS APPROPRIATE
32'
24'
LEGEND--]
O
MARSH
Vs
WATER GATE
ROUTE 6A
RO E 6A LOCUS
WATER LINE
vHYDRANT
PROP. LIGHT
O ---O
PROPOSED SIGN
e
PROPOSED HCP SIGN
i
O
r �
RR TR4CKS / V
P no
PROPOSED LEACHING PIT
i
OPROPOSED
CATCH BASIN
X42--
EXISTING CONTOUR
LOCUS MAP
PROPOSED CONTOUR
SCALE 1" = 2083'
EXISTING FENCE
Q
ASSESSORS MAP 122 PCL 81
DEED REFERENCE: DB 3044 PAGE 262
ZONING DISTRICT: R-40
SETBACKS: 30' FRONT, 20' SIDE, 20' REAR
MAX BUILD:NG COVERAGE: 26%
FLOODZONE: C
LOT SIZE: 29,006 SFt (0.67AC.t)
NOT IN APD DISTRICT
EXISTING USE: Al SINGLE FAMILY DWELLING
PROPOSED USE: Al USE AND P9 MUSEUM USE
LEGAL: PAUL C. WIGHTMAN, ESQ.
3267 MAIN STREET
P.O.B. 1048 BARNSTABL.E. MA 02630
PH. 1-508-362-1900
FAX 1-508-362-7912
TH1 DATE: 4/3/96
PERFORMED BY: RON CADILLAC. PLS
WITNESSED BY: AMY VON HONE RS BOH
DEPTH PERC RATE: <2MIN/IN IN C2 ASSMD.
ELEVATION
0'
30'
PERCHED WATER 60'
TABLE
SEASONAL ONLY 84"
NO ADJUSTMENT
REQ.
C2 LAYER
COARSE SAND
-' 7.5YR 6/6
132'
41.6
39.1
36.6
34.8
FOUND B
C /30.6 NO WATER
LOW
PERCHED S
SOIL LOG
� LAYER
NOT TO SCALE V
2'-10"
26"
MANUF. LeBARON, BROCKTON, MA
MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
SCALE- 3/4' = 1'-0"
LABEL SEWER OR DRAIN AS APPROPRIATE
32'
24'
LEGEND--]
O
SEPTIC MANHOLE
Vs
WATER GATE
-W-
WATER LINE
vHYDRANT
PROP. LIGHT
O ---O
PROPOSED SIGN
UTILITY POLE
PROPOSED HCP SIGN
r �
P no
PROPOSED LEACHING PIT
OPROPOSED
CATCH BASIN
X42--
EXISTING CONTOUR
-" -- -
PROPOSED CONTOUR
X X
EXISTING FENCE
Q
TELEPHONE RISER
+ 47.5
EXIST. SPOT GRADE
47.5
PROP. SPOT GRADE
TH1
0
SOIL TEST HOLE
off 508-362-4541
fax 508 362-9880
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
11-070
FRAME AND GRATE
SCALE: 3/4" - V-0'
MINIMUM WEIGHT: 388 LBS.
H-20 RATED LEBARON OR EQUAL
40.3
4o?Y�
VI rn
of
0 4A
ra
a 0
z �I Iim2
vc
I � I
IHr'da.t
40..
e
PROPOSED
FREE STANDING SIGN
I
RETAIN EXISTING I
VEGETATIVE SCREENING
I
_ PROPOSED H-20 FRG HEAVY DUTY H-20 COVER
2'X 2' GRATE (TYP.) LABELED 'DRAIN'
SEE DETAIL DRILL 2) 1'0 HOLES IN COVER
SEE PAVEMENT CROSS SECTION RIM EL. 40.30
FRAME
R GPJ'A
'' • EL 4C
COMPACT BACKFILL IN 6"
) 1'0 24" I.D. LIFTS (TYP. ALL DRAINAGE)
MORTAR ALL COMPONENTSH-20 ECCENTRIC FLAT TOP SLAB H-20 MIRAFI 14ON FABRIC OVER
MID.) TOP STRUCTURE ELEV. 37.0 PRECAST REPLACE
N H-20 RISERS SILT LOAM3' MIN. PEASTONE
• 12"e HDPE AS REQ WITH COMPACTED
.(TYPfADS N-12 OR EQ.�"P• SAND BACKFILL
EL 34.6
C S. Tt 12 • OPEINV. 35.0
2.0"(IYP.)STRUCTURE TO BE SET IN
COARSE SAND LAYER.
1- 5'PROPOSED DIFFFER FROM SOIL LOGOTIFY ENGINEER IF ILS
H-20 i..
• 1000 GALLON <6 i
LEACHPIT
8'X6'-8" SHGRLY !
- LP1000H-20 OR EQUAL
CONCRETE: 000 PSI MIN. AT 28 DAYS
H-20 DESIGt LOADING/REINFORCING I , I 3/4' - 1 1/2
ACME PRECAT OR EQUAL=--- ---! WASHED STONE (TYP,)
CONCRETE M.NHOLE (USED AS CATCH BASIN) ...
BARRELS TO CONFORM TO ASTM C-478
(EXCEPT 40 STEPS REQUIRED)4.5' MIN AROUND PIT 6" WASHED
STONE UNDERNEATH
DRAINAGE CROSS SECTION
NOT TO SCALE
SEPTIC REVIEW:
THE EXISTING SEPTIC SYSTEM IS DESIGNED TO ACCOMMODATE A FLOW 3F
584 GALLONS PER DAY, BASED ON A 2 MIN. PER INCH PERC. RATE.
0 GPD
MUSEUM (RETAIL TYPE FLOW) 00 SFL (50/1000) -UNIT -495 GPD
535 GPD DESIGN FLOW
UTILIZE EXISTING 584 CPD CAPACITY SEPTIC SYSTEM
(SEE PLANS ON FILE WITH THE HEALTH DEPARTMENT)
NOTE: EXISTING 5 BEDROOM HOUSE TO BE CONVERTED TO 4 BEDR(OM UPON
OPENING OF FUTURE PUBLIC RESTROOM. -
BENCHMARK - HYDRANT ON
TAG BOLT #1505
EL - 42.65 (ASSMD)
41.4
e
MAP 122 PCL 80
MAP 122 PCL 82
MAP 122 PCL 83.2
SITE PIAN
SCALE: 1"=23'
20 0 20 40 60 Feet
PARKING CALCULATIONS:
1 DWELLING UNIT (2 SPACES/UNIT) - 2.0 SPACES
MUSEUM GUESTS= 12 PERSONS MAX. (1/3) = 4.0 SPACES
6.0 SPACES REQUIRED
521 CMR: 1 ACCESSIBLE SPACE REQUIRED 6.0 SPACES PROVIDED
ONE VAN ACCESSIBLE SPACE PROVIDED
6" LOAM 8t
ALL DISTURBED
(TYP.)
rye.
12" X 3" 1' TOPCOAT MASS DPW
CCBERM / TYPE 11
=TOP'1'5a
'EL
ROLLER COMPACTED
L COMPACT SUBBASE
NOTE: ALL FILL TO BE CLEAN SAND R GRAVEL
COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY
WITH VIBRATORY ROLLER.
A EN T CROSS SECTION
NOT TO SCALE
GENERAL 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.
ANY SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD29 ASSUMED FROM QUAD
4. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 4/01.
5, DESIGN LOADING FOR ALL PRECAST UNITS TO BE PASHTO -H20 UNLESS NOTED.
S. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE.
8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.
9. DRAINAGE COMPONENTS NOT TO DE BACKFILLED OR CONGFIALED WIT"OUT
iNSPE,o'ION BY OWNERS ENGINEER A;,O FERMIS, AVN u61AInE0..
10. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS.
11. PARKING LOT LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS
OR NEIGHBORING PREMISES,
12. CONTRACTOR TO VERIFY FIELD CONDITIONS AND ENSURE HCP RAMP IS CONSTRUCTED
TO ADA AND ARCH. ACCESS BOARD STANDARDS. COORDINATE WITH ARCHITECT,
52.9
+ 53.2
MAP 122 PCL 82
�Ip
OF LAND IN
MA
•
MAL
PREPARED FOR:
ME STRAWBERRY ,g g Ri"UNDATION9
DRAFTER: DAO/ASL DATE: 11-19-01
CHKD 0Y: AHO REVISED: 3-08-02 (MOVE FRONT PARKING TO REAR, ADJUST RAMP)
DATE REVISED: 4-26-02 (ADD FUTURE PARKING, SEPTIC NOTE, NO LIT SIGN)
SCALE 1" = 20' 01-070
01-070HIGHLAND.OWG SHEET 1 OF 1