HomeMy WebLinkAboutHiggins Crowell & Willow St - Layout& Landscape Plan of LandNOTES
1. DATUM IS NAVD 88
1.5" OF 3/4'-1.5" WASHED STONE, ROLLED INTO GRAVEL WITH 10 TCN ROLLER 2. MUNICIPAL WATER IS AVAILABLE
EXTEND BASE 6" , , /� 3. MINIMUM PIPE PITCH TO BE 1 8' PER FOOT.
BEYOND EDGE / / '
OF PARKING Oo0co000000000000°00°000
°0°c0°0°0°0°0°0°n °o0i000
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
COMPACT SUBGRADE 8" PROCESSED GRAVEL— MDPW SPEC. M1.03.1, TYPE b TO BE AASHO H-20
OR 8" REPROCESSED ASPHALT GRAVEL— MDPW SPEC. M1.11.0
(� 10 TON VIB. ROLLER COMPACTED SEE SPECS. 5. PIPE JOINTS TO BE MADE WATERTIGHT.
1l REMOVE TOP & SUBSOIL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
3"CALIPER
PARKING/BUFFER TREE TO TA EPTHVE ANY OF 36"FBOST ELOW FIINISHEDLGRADEERIAL
NATIVE SPECIES 310 CMR 15.000 (TITLE 5.)
REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
(LESS THAN 10% DRY WEIGHT PASSING 1200 SIEVE) PBE USED URPOSE, FOR LOT LINE STAKING OR ANY OTHER
NOTE: T—BASE GRAVEL TO BE PLACED IN (2) 6" LIFTS,
AND COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY
d THE MODIFIED PROCTOR TEST (ASTM D-1557 METHOD D). 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
COMPACT SUBGRADE PRIOR TO GRAVEL APPLICATION
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
a GRAVEL CROSS S E C TI O N WITHOUT INSPECTION BY BOARD HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
REINFORCED NEW BLACK RUBBER NOT TO SCALE
HOSE (1/2' Ill 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
DOUBLE STRAND 12 GA LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
GALV ANNEALED TWISTED WIRE
PRIOR TO COMMENCEMENT OF WORK.
TREE WRAP. LAP ENDS DOWN 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
DO NOT STAPLE REMOVED 5' BENEATH AND AROUND THE PROPOSED
3 STAKES EQUALLY SPACED
I' LEACHING FACILITY.
AROUND TREE 2 1/2'x2 1/2x10'
SPACED 1'-0' FROM TRUNK,
STAINED DARK BROWN. 6X6 LANDSCAPE
STAKES DRIVEN AT ANGLE AND TIE ISLAND
PULLED VERTICAL WITH WIRE
MIN 4'-0" BURIED
1'-4" MIN 3' DEEP SAUCER GRAVEL PARKING
MIN
3' DEPTH SHREDDED BARK MULCH
WITHIN THE 20' FRONT BUFFER AND 10' SIDES AND
REAR BUFFER EXISTING TREES OF AT LEAST 4"
REMOVE BURLAP FROM TOP >== :~'p. '= %' /CALIPER SHALL BE RETAINED IF SUCH TREES DO 01�S
HALF OF ROOTBALL
NOT EXIST, 3 CALIPER TREES SHALL BE PLANTED AT
COMPACTED SUB -GRADE \
/ INTERVALS OF AT MOST 20' IN ALL BUFFERS. FO
"r- SOIL MIX 1 PI APITI-F1 Till WI -Il nIP' CNAI I RF PPPI 4C FIl /
19'7" TOTAL HT.
CAP
SHIELDED FIXTURE -6"
�---� DIRECT MOUNT- NO TILT Y
-L'_ _ -4
LIGHTING SPECS: \\\
HESS LED
ON PS4S1 18C1 BZ 17'X4" SQUARE \\
STEEL POLE (SINGLE OR DOUBLE DIRECT MOUNT)
OR APPROVED EQUAL
16'7" X 4" X .120 SQUARE STEEL
POLE
CONDUIT AND ANCHOR BOLT
POSITION TO BE OBTAINED
FROM LIGHTING MFG.
ASTM A-79 GRADE 60
STEEL REINF. 1" MIN COVER
_,-(4) #6'S VERTICAL MIN.
5000 PSI MIN CONCRETE
I_#3 STIRRUPS AT 12"O.C.
NOTE: ALT. PRECAST BASE- PROVIDE SHOP DWGS
NOTE: CONDUIT RUNS BETWEEN ALL POLES, SEE ELECTRICAL PLANS
RUN EXTRA CONDUIT FOR SECURITY CAMERAS, COORDINATE WITH CCH.
FIXTURE AND POLE TO BE RATED FOR A 120+ MPH WIND ZONE
SITE LIGHTING DETAIL,
14-348
DCE ,y xae io scue
F�
DATE DANIEL A. OJALA, P. E., P.L.S.
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LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 73 PARCEL 4.1.1, 4.1.2,
4.1.3
LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF
MINIMAL FLOOD HAZARD) AS SHOWN ON
Yarmouth
PANEL #25001 CO567J DATED 7/16/2014
Campground
DISTRICT
Route 6
HABITATS
X. -
"I
ZONING SUMMARY
ZONING DISTRICT 83
OCU$
MINIMUM FRONTAGE = 100'
MAXIMUM BLDG COVERAGE = 35%
Q�
BUILDING SETBACKS: REQUIRED
FRONT = 30'
SIDE = 10'
Barnstable
REAR = 30'
Municipal
99�r
EXISTING USE: VACANT
Airport COMM
PROPOSED USE: PARKING LOT
Crowell
Electric
APD ZONE: 70% MAX. LOT COVERAGE:
84,619 SF GRAVEL & BLDG /122,029
= 69% < 70% O.K.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 73 PARCEL 4.1.1, 4.1.2,
4.1.3
LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF
MINIMAL FLOOD HAZARD) AS SHOWN ON
COMMUNITY
PANEL #25001 CO567J DATED 7/16/2014
LOT IS WITHIN THE AQUIFER PROTECTION
DISTRICT
LOT IS WITHIN NHESP 2008 MA PRIORITY
HABITATS
OF RARE SPECIES
ZONING SUMMARY
ZONING DISTRICT 83
MINIMUM LOT SIZE = 40,000
MINIMUM FRONTAGE = 100'
MAXIMUM BLDG COVERAGE = 35%
BUILDING SETBACKS: REQUIRED
FRONT = 30'
SIDE = 10'
REAR = 30'
BUILDING HT. = 35' MAX.
EXISTING USE: VACANT
PROPOSED USE: PARKING LOT
(WINTER— BOAT STORAGE)
APD ZONE: 70% MAX. LOT COVERAGE:
84,619 SF GRAVEL & BLDG /122,029
= 69% < 70% O.K.
OWNER OF RECORD
GLADSTONE LTD. PARTNERSHIP
ATTN: STUART BORNSTEIN
HOLLY MANAGEMENT & SUPPLY
27 NORTH STREET, HYANNIS, MA 02601
REFERENCES
DOC# 769318
PLAN BOOK 593 PAGE 8
LC PLAN 37201—D
PARKING CALCULATIONS
228 SPACES PROPOSED
INCLUDING (7) HANDICAP SPACES
(1) IN LOT TREE PER (8) CARS
228/8 = 28.5
29 TREES REQUIRED— 31 PROVIDED
PERMIT SET NOT FOR CONSTRUCTION
SHEET 1 LAYOUT/LANDSC.4"f"APE
Il I 1 Ijl I ���� Ijy II � lil, I !1 n•..
AT INTERSECTION OF
IGGINS CROWELL R'hOA
& WILLOW STREET
YARMOUTn M
PREPARED FOR
GLADSTONE, LP
DATE: DEC. 17, 2014
REV.: FEB. 10, 2015 (SPR COMMENTS)
REV.: MARCH 6, 2015 (DESIGN COMMENTS)
off 508-362-4541
I fax 508-362-9880
downcope.com
Scale:1 "= 30' down Cope engineering, /7C.
civil engineers
0 15 30 45 60 75 FEET land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675