HomeMy WebLinkAbout803 Route 28 - Site Plan 2LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 33PARCEL 74
LOCUS IS WITHIN FEMA FLOOD ZONE B
AS SHOWN ON COMMUNITY PANEL 025001 50006D
DATED 7/2/1992
DCE #05-197
�'f�'pEXISTING CONDITIONS PLAN
Scale: 1"= 20'
0 1p 20 30 40 50 FEET
PARKING SUMMARY
PARKING SPACES REQUIRED: (INCLUDES FUTURE APARTMENT)
5 APARTMENTS AT 1.5 SPACES PER APARTMENT = 7.5 SPACES
L5 2,500 SF STORAGE 1/600 SF = 4.2 SPACES
11.7 SPACES REQUIRED
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN` IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 1
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFIE
(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 OI THIS
PROJECT WORK SHALL CONFORM TO 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 ASSUMED.
4. TOPOGRAPHY AND DETAIL FROM SURVEY BY DOWN CAPE ENGINEERING 8/2005.
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. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES IN
BUFFER STRIPS AS REQUIRED TO ENSURE RUNOFF IS RETAINED.
8. INSTALL EROSION CONTROL NETTING ON ALL SLOPES GREATER THAN 10%.
9. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY
BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH.
11. PIPE JOINTS TO BE MADE WATERTIGHT.
12. MUNICIPAL WATER LOCATION TO BE VERIFIED.
13. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
14. USE NEW PAVEMENT FOR ALL PROPOSED PARKING AREAS (SEE DETAIL).
15. NO CHANGES WITMN STATE HIGHWAY LAYOUT
16. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.
17. ALL DRAINAGE COMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS.
18. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR
NEIGHBORING PREMISES, DETAILS TO BE PROVIDED BY OTHERS.
19. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS.
20. ALL ROOF RUNOFF TO BE PIPED TO SUBSURFACE LEACHING AS SHOWN. ROOF DRAINS
4"0SDR35 PVC AT 2% MIN. PITCH UNLESS OTHERWISE NOTED.
21. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.
22. FILTER FABRIC ON DRAIN & GRATE UNTIL SITE IS STABILIZED.
23. SEE ADDITIONAL NOTES SHEET 2
ZONING SUMMARY
100
P ped 5'd�
'ROPOSED
S" CAL TREE
ACER RUBRUM OR EQ.
s FUTURE PARKING (2 AT 10'X20')
(NOT TO BE CONSTRUCTED)
PROPOSED FOUNDATION PLANTING
t PER STANDARDS PG 26-29
(TYP.)
�1
t f
g0 �
ZONING DISTRICT: B2 BUSINESS DISTRICT ABUTTING
8„
NOT IN AP OVERLAY DISTRICT DRAINAGE
EXISTING USE: MOTEL- 12 ROOMS PLUS 2 BEDROOM MANAGERS APARTMENT (15 BEDROOMS)°e
PROPOSED USE: 1 ARESIDENTIAL-
ELLINGUNITS-GARAGE) OMS IOTA IJLY)CL. ONE FUTURE APARTMENT) (#4)
5UTO® 1 Fen
7"
REQUIRED: EXISTING: PROPOSED:
MIN. LOT SIZE 20,000 S.F. 21,820 S.F. 21,820 S.F. 00- o`S�Ro
MIN. LOT FRONTAGE 125' 100' 100'
MIN. FRONT SETBACK 30' 23.0' 23.0' 0 5
MIN. SIDE SETBACK 25' 2.4' 6.2', 5.4' ery�O�d LAYOUT & LANDSCAPE PLAN
MIN. REAR SETBACK 20' 8.2' 18.4'* * 20.0' MIN. OUTSIDE EXISTING FOOTPRINT
MAX. BLDG COVERAGE 25% 29.1% 26.3%
MAX. BLDG & PAVEMENT 70% 71.6% 58.0%
Scale: l "= 20'
0 10 20 30 40 50 FEET
TOTAL SPACES PROVIDED: 12 SPACES INCL. 2 IN GARAGE (OR 2 IN FRONT EXISTING TO REMAIN)
1 TREE/; SPACES = 2 REQ. 2 TREES PROVIDED
OWNER OF RECORD
TY -MACK CORPORATION
803 RDUTE 28
SOUTIi YARMOUTH, MA 02664
REFERENCES
DEED BOOK 19911 PAGE 98
PLAN BOOK 269 PAGE 22
APPLICANT
MARIE E. CARON
15 TERN ROAD
SOUTH YARMOUTH, MA 02664
DATE
A. OJALA FIS, re.
off 508-362-4541
fax 508 362-9880
down cape en gin e erin g, In C.
Cl VIL ENGINEEPS
LAND SURVE-YOBS
939 Main Street - YARMOU77-IP04T, MASS.
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IMAKAM HER,, �-�
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DATE: AUG 30, 2006
REVISED: SEPT. 22, 2006 (SPR COMMENTS)
REVISED: DEC. 27, 2006 (SPR COMMENTS)
Scale: 1"= 20'
0 10 20 30 40 50 FEET
SHEET 1 OF 2
05-197 GARAGE2 PLAN.DWG