HomeMy WebLinkAbout8 Strawberry Lane - Site Plan 3ASSESSORS MAP 122 PCL 61
DEED REFERENCE: DB 3044 PAGE 262
ZONING DISTRICT. R-40
SETBACKS: 30' FRONT, 20' SIDE, 20' REAR
MAX BUILDING COVERAGE: 25%
FLOODZONE: C
LOT SIZE: 29,006 SF± (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 BARNSTABLE, MA 02630
PH. 1-508-362-1900
FAX 1-508-362-7912
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"
Lola,
ON
/B"
¢•, � - 22 I�.� ao
FRAME AND GRATE
SCALE: 3/4" - 1'-0"
M:NUAUM WEIGHT: 38B LBS.
H-20 RATED LEBARON OR EQUAL
LEGEND
O SEPTIC MANHOLE
THt DATE: 4/3/96
PERFORMED BY: RON CADILLAC, PLS 3Oo WATER GATE
WITNESSED BY: AMY VON HONE RS BOH
DEPTH PERC RATE <2MIN/IN IN C2 ASSMD. -W- WATER LINE
ELEVATION
0" 41.6 q Y>
yyQ HYDRANT
FILL PROP. LIGHT
30" 39.1
0---0 PROPOSED SIGN
40.3
Cl SILT LOAM UTILfIY POLE 7
PERCHED WATER 60` 2.5Y 5/6
--36.6 Q^�
TABLE/, PROPOSED HCP SIGN ,��•'
SEASONAL ONLY84" k4o. Y�
NO ADJUSTMENT 34.6
REQ.
T O , PROPOSED LEACHING PR WTo I
iK
C2 LAYER ) II r
COARSE SAND ��-"i S o
7.5YR 6/6 I Fn o
O1A
PROPOSED CATCH BASIN E o
= J
v
42 _- EXISTING CONTOUR o k z
132" 30.6 NO WATER I n I o
FOUND BELOW - - - PROPOSED CONTOUR I„
SOILLOG PERCHED LAYER X X EXISTING FENCE <
NOT TO SCALE
� TELEPHONE RESER
+ 47.5 EXIST. SPOT GRADE I I 40"
PROP. SPOT GRADE }
TM1 I PROPOSED EXTERNALLY I 1
SOIL TEST HOLE 1� LIT FREE STANDING SIGN
I
RETAIN EXISTING j
VEGETATIVE SCREENING t
off 508-362-4541
fax 508 362-9880
down cope engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
1 01-070
PROPOSED H-20 F&G
2'X 2' GRATE (TYP.)
SEE DETAIL
SEE PAVEMENT CR O55 SECRON
FRAME
8- GRATE
fl. 40.0
DRILL (2) 1`0 24" LD.
MORTAR ALL COMPONEMS HOLES H-20 ECCENTRIC FLAT TOP SLAB H-20
(TYP-) 10" TOP STRUCTURE ELEV. 37.0 PRECAST
H-20 RISERS
�. 12"0 HDPE AS REO.
(TMP) /ADS N-12 OR EQ. �•
2,
S. TRAP 3 :.
iv 12 0 OPE PIPE INV. 35.0
HEAVY DUTY H-20 COVER
LABELED *DRAIN"
MARSH
DRILL (2) 1"0 HOLES IN COVER
RIM EL 40.30
ROUTE 6A
RO 6A LOCUS
O GO
h y
COMPACT BACKFILL IN 6"
�
REPLACE
MIRAFI 14ON FABRIC OVER
SILT LOAM
3" MIN. PEASTONE
WITH COMPACTED
SAND BACKFILL
/
RR TRAC S
/
5
i
LOCUS MAP
SCALE 1" = 2083'
ASSESSORS MAP 122 PCL 61
DEED REFERENCE: DB 3044 PAGE 262
ZONING DISTRICT. R-40
SETBACKS: 30' FRONT, 20' SIDE, 20' REAR
MAX BUILDING COVERAGE: 25%
FLOODZONE: C
LOT SIZE: 29,006 SF± (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 BARNSTABLE, MA 02630
PH. 1-508-362-1900
FAX 1-508-362-7912
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"
Lola,
ON
/B"
¢•, � - 22 I�.� ao
FRAME AND GRATE
SCALE: 3/4" - 1'-0"
M:NUAUM WEIGHT: 38B LBS.
H-20 RATED LEBARON OR EQUAL
LEGEND
O SEPTIC MANHOLE
THt DATE: 4/3/96
PERFORMED BY: RON CADILLAC, PLS 3Oo WATER GATE
WITNESSED BY: AMY VON HONE RS BOH
DEPTH PERC RATE <2MIN/IN IN C2 ASSMD. -W- WATER LINE
ELEVATION
0" 41.6 q Y>
yyQ HYDRANT
FILL PROP. LIGHT
30" 39.1
0---0 PROPOSED SIGN
40.3
Cl SILT LOAM UTILfIY POLE 7
PERCHED WATER 60` 2.5Y 5/6
--36.6 Q^�
TABLE/, PROPOSED HCP SIGN ,��•'
SEASONAL ONLY84" k4o. Y�
NO ADJUSTMENT 34.6
REQ.
T O , PROPOSED LEACHING PR WTo I
iK
C2 LAYER ) II r
COARSE SAND ��-"i S o
7.5YR 6/6 I Fn o
O1A
PROPOSED CATCH BASIN E o
= J
v
42 _- EXISTING CONTOUR o k z
132" 30.6 NO WATER I n I o
FOUND BELOW - - - PROPOSED CONTOUR I„
SOILLOG PERCHED LAYER X X EXISTING FENCE <
NOT TO SCALE
� TELEPHONE RESER
+ 47.5 EXIST. SPOT GRADE I I 40"
PROP. SPOT GRADE }
TM1 I PROPOSED EXTERNALLY I 1
SOIL TEST HOLE 1� LIT FREE STANDING SIGN
I
RETAIN EXISTING j
VEGETATIVE SCREENING t
off 508-362-4541
fax 508 362-9880
down cope engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
1 01-070
PROPOSED H-20 F&G
2'X 2' GRATE (TYP.)
SEE DETAIL
SEE PAVEMENT CR O55 SECRON
FRAME
8- GRATE
fl. 40.0
DRILL (2) 1`0 24" LD.
MORTAR ALL COMPONEMS HOLES H-20 ECCENTRIC FLAT TOP SLAB H-20
(TYP-) 10" TOP STRUCTURE ELEV. 37.0 PRECAST
H-20 RISERS
�. 12"0 HDPE AS REO.
(TMP) /ADS N-12 OR EQ. �•
2,
S. TRAP 3 :.
iv 12 0 OPE PIPE INV. 35.0
HEAVY DUTY H-20 COVER
LABELED *DRAIN"
DRILL (2) 1"0 HOLES IN COVER
RIM EL 40.30
COMPACT BACKFILL IN 6"
LIFTS (TYP. ALL DRAINAGE)
REPLACE
MIRAFI 14ON FABRIC OVER
SILT LOAM
3" MIN. PEASTONE
WITH COMPACTED
SAND BACKFILL
/
, EL. 34.6
2.0' (TYP.) STRUCTURE TO BE SET IN
1 COARSE SAND LAYER.
5` NOTIFY ENGINEER IF SOILS
PROPOSED DIFFER FROM SOIL LOG.
n 6" € H-20
1000 GALLON
1 e .I�•LEACHPIT
I B'OX6'-B" SHOREY !
f LP1000H-20 OR EQUAL '`!I
CCI CRETE: 4000 PSI MIN. AT 26 DAYS 3/4• - 1 1/2•
H:'C DESIGN LOADING/REINFORCING
ACME PRECAST OR EQUAL ....
-:. WASHED STONE (TYP.)
...,
CONCRETE MANHOLE (USED AS CATCH BASIN)...........-..-..........................................•...
BARRELS TO CONFORM TO ASTM C-478
(EXCEPT NO STEPS REQUIRED)6" WASHED STONE UNDERNEATH
4.5' MIN AROUND PR STRUCTURE
DRAINAGE CROSS SECTION
NOT TO SCALE
-SEPTIC EVI EW:
THE EXISTING SEPTIC SYSTEM IS DESIGNED TO ACCOMMODATE A FLOW OF
584 GALLONS PER DAY, BASED ON A 2 MIN. PER INCH PERC RATE.
4 BEDROOM DWELLING UNIT 440 GPD
MUSEUM (RETAIL TYPE FLOW) 1900 SF (50/1000) 95 GPD
535 GPD r5ESIGN FLOW
UTILIZE EXISTING 584 GPD CAPACITY SEPTIC SYSTL A
(SEE PLANS ON FILE WITH THE HEALTH DEPARTMEN-1
BENCHMARK - HYDRANT ON
TAG BOLT #1505
EL - 42.65 (ASSMD)
+4.5
41.4
X+-�a-- h�--- X X
MAP 122 PCL 80
MAP 122 PCL 82
MAP 122 PCL 83.2
SITE PLAN
SCA,E: 1'-20'
20 0 20 40 60 Feet
PARKING CALCULATIONS:
1 DWEWNG 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
+ 50.9
3/e /m
DATE
12" X 3"
CCBERM
MASS DPW
TYPE 11
\ 12" PROCESSED GRAVEL
6` LOAM &SEED MDPW M1.0E. VIB. ROLLER COMPACTED
ALL CISTURBED AREAS REMOVE TOP &SUBSOIL COMPACT SUBBASE
(�•)
NOTE ALL FILL TO BE CLEAN SAND & GRAVEL
COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY
WITH VIBRATORY ROLLER.
PAVEMENT 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 AASHTO-H20 UNLESS NOTED.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY RINE 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 BE BACKFILLED OR CONMI.EO WrTHOLrT
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
\
STM PLAN
OF LAND IN
5 a 11' O!HN OR MIA,
' 11111-1-1-14
•4,, F iii 'k1. v �.
PREPARED FOR-
2'- 10"
••
,. I. .4-
70 1,