HomeMy WebLinkAbout167 Whites Path - Site Plan 4w
LEGEND _(ALSO SEE PLAN ANNOTATIONS)
-
-28- - EXISTING CONTOUR
26.5 EXISTING SPOT GRADE ® �/ /
x white
�s Approximate Location `Of 12 Water MAi-_Iy_-
EXISTING TREE � e/ -W
--X- EXISTING FENCE Tela
o % % PROPOSED CONTOUR (TYP.) Risers Hydrant
`®J EXISTING CATCH BASIN PROPOSED LEACH PIT x // / (9) Existing 3" To 4" Dogwood Trees
FOR ROOF DRAIN
48.0x PROPOSED SPOT GRADE (SEE DETAIL TYP.) n /
358.3751CD'
\ /
/ N O /
t / 0 TO
�-
5 1pA1N
` •' '
- - - - - -. i - - - - -• --y- - --mak7 EMPH/BDOORdt:ANDING
-- - -- 23 -'9L 48.1 2: MAX._
------.L
P
Found
PARKING CALCULATIONS:
PARKING SPACES REQUIRED:
G1 WHOLESALE (INDUSTRIAL - 1 SPACE/2 OCCUPANTS)
1200 S.F. INDUSTRIAL OFFICE X 1 OCC./100 S.F. (1 SPACE/2 OCC.) = 6 SPACES
26,017 S.F. INDUSTRIAL STORAGE X 1 OCC./300 S.F. (1 SPACE/2 OCC.) = 44 SPACE',
TOTAL SPACES REQUIRED = 50
SPACES PROVIDED = 52
(INCLUDING 2 VAN ACCESSIBLE HANDICAP PARKING SPACES PER 521 CMR 23.2.1)
PARKING TREE CALCULATION -
50
A CULATION-50 SPACES (1 TREE/8 SPACES) = 7 TREES REQUIRED
(7) 3" CALIPER PARKING TREES PROVIDED
t ___---- - _ ___ - �� , 49 ENdRAN _-- ----- �� LVVN%7 IWAr
47 crl -�- - - - -PROPOSED RELOCATED i SCALE 1"=2083' ASSESSORS MAP 98 PARCEL 80
Chain hk �en a 15L. Utility Po% - 4' DIA. AREA DRAIN TYP WATER SERVICE I ^ LOT COVERAGE CALCULATIONS
Edge Paye ent At ape C Betrrl TX 4&OX ( ) N D� COORDINATE WATER R=46.53 7
STOPROP SIGN ` y FYre�, - - PROPOSED ADDIMO p ` N
/ f� EXISTING
MATCH EXISTING FLOOR GRADE (48.1) o
Approx. rou:g �,- ��1 � PROPOSED LOCUS IS WITHIN FEMA FLOOD ZONE C (NOT A FLOOD
77 (aot Foundy � j HAZARD ZONE)
(TYP)0 I ` Existing Gravel Parking ( PAVE & DOCKS 51,327 S.F. 45,835 S.F.
EXISTING USE: WHOLESALE OF DURABLE GOODS - G1
/ I ` RELOCATED HVAC Htr eao PROPOSED USE: WHOLESALE OF DURABLE GOODS - Gi
R=46.85 47 �_ W- -�4r BUILDINGS 24,217 S.F. 221• S.F.
/ \ 13 SPACES \ % • `' 98.0
X ' TOTAL
PROPOSED 3' REb�MAPLE Exist Chainlink Fence 1����� 75,544 S.F. 73,052 S.F. LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT APD
(TYP (Ta Be Re/aaated> o' 70% REFERENCES
COVERAGE 72%,
/ 4 SPACES °° o RELOCATED OVERHEAD WIRES \
R=45.14 7 SPACES CROSSWALK f DEED BOOK 3639 PAGE 269
R= .76
/ PLAN BOOK 365 PAGE 4
= NIIIIIIIIIII�
c7 L N
"PLAN OF ABANDONMENT OF A PORTION OF uH '
pw
ITE S PATH
GRAVEL SURFACE To coNPlsr of SOUTH YARMOUTH, MA" DATED FEB. 28, 2003, PREPARED
I TWO INCHES OF .75'1 WASHED STONE BY THE TOWN OF YARMOUTH ENGINEERING DIVISION.
BLENDED 50/50 WfTFt 3 8' PEASiONE
l5l• �- r _ I \ COMPACT WfTH VIBRATO ROLLER
*12'
-------------
ARTICLE 15 OF THE ANNUAL TOWN MEETING OF 2003.
ARTICLE 27 OF THE ANNUAL TOWN MEETING OF 2004.
RELOCATEDCHAINUNK2O' FENOE A - " CESSED GRAVEL ZONING SUMMARY
Existing Metol Building m MDPW M1.03.1 VI8. ROLLER COMPACTED
Meta/ Building 4s - - - ; Ln PROPOSED Finish Floor Elev. _ !' \f NOTE: REMOVE EXISTING PAVEMENT AND ANY EXISTING BASE ZONING DISTRICT: 83
Existing STOP SIGN 45 \ o MATERIAL WHICH IS IMPERVIOUS OR HAS LOW PERMEABLITY IN AREA INDICATED. REQUIRED: PROVIDED:
La _
N REPLACE WITH PERMEABLE PROCESSED GRAVEL AND WASHED STONE
m MIN. LOT SIZE
y o \ - _ - Edge Of Pavement o NOTE: COMPACT ALL FILL IN 6' LIFTS TO 95% MOD. 40,000 S.F. 104,360 S.F.
MIN. LOT FRONTAGE 100 '
PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTT]t.
MIN. FRONT SETBACK 3.,8.37
k \\\\�\X'.\\ REMOVE PAVEMENT (SAWCU'I) AND 6' LOAM &SEED PARKING ISLANDS SHOWN. 30, 40.2
MIN. SIDE SETBACK 10 10.2
X MIN. REAR SETBACK 30' 32.3'
44 ^ -''-_ �� \\-'\- \\\\� GRAVEL SECTION VIEW MAX. BUILDING COVERAGE 35%
\\ \\� \ 26%
R=4359 �--� k � \ \\ �\\.
`®\\\\�\\\\�\\ MAX. BUILDING HEIGHT 35' 27'± \ fit\ - MAX. IMPERVIOUS LOT COVERAGE 70%
o \\ \\ \\
(PROP. ADDIT.=19't)
\\ \ I
Lot Area a \\A `R �\
I P \��� \ GENERAL NOTES:
Area=104,360± Sq. Ft.
Or R=,
2.4b Acre I \\\\\ `\\i\\\\ o _ 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
\ \ \ APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
/ es ®, I O \\\\\\\\\\\\\\\\ CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
72.2' \\ \\ (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
\ \\\\\\\\\\\\ EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
R=4316 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDMSION REGS.
\\\\ \\ CBIDH AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
• J II I aeonout \\\ \\\\ \\\\,�\\\\\ \\\\ \\\\\ rFound SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
\\\\\\\\\\\\\\\�\\\\ \\\\ \ - 2% MAX. CROSS SLOPE 3• VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE.
II Loading Ramp Exist 1000 \\\\ \\\\ \\\\ \\\\ 4% MAX- TRAVERSE SLOPE 4• DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H2O UNLESS NOTED.
- -�R=43.04 Septic Tank / - - 44 _ _ \\\ \\\\ \\\\ \\\\ \ X BRISTLE BROOM FINISH 5. GRADE SIDEWALK 2% MAX. CROSS SLOPE, FLUSH WITH PAVEMENT- NO CURB CUT
ti - R=4372 \\\\\\\\\\\\\\\ 6'-0" PROVIDE POSITIVE DRAINAGE PITCH AWAY FROM BUILDING IN ALL AREAS.
5 m = / 43 `®.� \ - -, \ - _ - _ i / \\\\ \ �q 6"x6"-#10 WARE MESH 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.
Trenches / \ DEEPENS B AT 4 CONCRETE SLAB PROVIDE FILTER FABRIC BETWEEN FRAME &GRATES UNTIL LAWN STABLIZED.
ApP^ocr\eoGh�ng J \ R=,{375 / ^, g rrer0 go \v� X PARKING- 0" REVEAL 1" MINIMUM FINISH GRADE PROVIDE EROSION CONTROL NETTING OR SIMILAR MEASURES ON ALL SLOPES >10%.
L_ -• - �.1- - -- -- �' \ / Leo %�` �i \ 7. COORDINATE EXACT DOWNSPOUT LOCATIONS WITH BUILDING DESIGNER.
r-IIII..'' " <'_ '>. 8. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS.
ain 12' a 8 GRAVEL BASE
Butter ro R a . .:.00.aao d OWNER OF RECORD
Tree i COMPACTED SUBGRADE
EXistin4 b
CEMENT CONCRETE WALK SNOW & JONES, INC.
�8/ 167 WHITE'S PATH
24 / t \ � NOT TO SCALE
20' / ` k�Fence SOUTH YARMOUTH, MA 02664
R=42.55 � Chonlin 447.91 M 3' CALIPER ^:ct
Approx. CB
R=41. 99 �S HOSE (1/2-ED
ICREINFORCED NEW BLACK RUBBER
(Not F=)�_ Leac-hing
( r _ DOUBLE STRAN, 12 GA PROPOSED SITE PLAN
GALV ANNEALED TWISTED WIRE
1 \ ®' 1i1i -1 9
NITROGEN TALCS l
WASTEWATER FLOW- 300 GPD
PAVE & WALKS 45,835 S.F.
BUILDINGS 27,217 S.F.
LAWN EST. 4000 SF 6' LOAM & SEED
LOT AREA- 104,360 SF BUILDING DOWNSPOUTS. ALL DISTURBED
AREAS NOT GRAVELED
PER CCC FORMULA- 3.3 PPM -O.K. __F�r4I I (TYP,)
440 RULE- 1,147 GPD ALLOWED- 300 GPD PROPOSED- O.K. \ CLEANOUT
TO GRADE
SEPTIC SYSTEM SUMMARY
REF. ORIGINAL SITE PLANS FOR SITE ON FILE WITH HEALTH DEPT.
DESIGN BASIS: INDUSTRIAL PLANT WITHOUT A CAFETERIA
DESIGN POPULATION: 20 PERSONS MAXIMUM
DESIGN FLOW = 15 GAL/PERSON/DAY
= 15 GPD (20 PERSONS = 300 GAL. PER DAY)
DESIGN PERCOLATION RATE = 2 MIN./INCH
ALLOWABLE WASTEWATER APPLICATION RATE = 1.0 GAL/S.F.
REQUIRED LEACHING AREA = 300 GAL/DAY X 1.0 GAL/SF = 300 S.F.
LEACHING AREA PROVIDED = 10' X 40' = 400 S.F.- 400 GPD CAPACITY- O.K.
DCE #04-345
6"OSCH40 ROOF DRAIN
TO ROOF DRAINS 1% MIN.
ROOF DRAINS
NOT TO SCALE
NOTE: AREA DRAIN BASINS
TO BE 4'I.D. H-20 MANHOLES
WITH 3' MIN. SUMP
ECCENTRIC TOP -GRATE TOWARD BLDG.
ADJUST TO GRADE NOTE PROVIDE FILTER FABRIC BETWEEN FRAME 1
WITH BRICK COURSES &GRATE UNTIL LAWN STABILIZED
WITH 3/8' MORTAR JOINTS H-20 RATED FdcC
BED FRAME IN FULL MANHOLE FRAME AND GRATE
3/8" MIN. MORTAR BED. RIM ELEV. 46.6
6'0SCH-40 PVC AT i% MIN.
8' 8TOP STRUCTURE DIRECT FROM ROOF' DRAINS
"
ELEVATION 45.6± TOP STRUCTURE
-20 HDPE ELEV. 48.0±
W 2' HOLE IN CPP TO LEACHPITS OW.)\
12' ELBOW ,
D -
p Q m
o 0 o r
iv o: Q. INV. 43.6
O H-20 HDPE
m INV. 43.0. 6'-81 X 6'e "00.
z IN FROM AREA DRAINS o°uoeooaao H-20
0: 4'-0' 5' ao°000°op 1000 GAL 6
o °°°
iv� - °°o°°°' LEACHPIT
"� °OOo° o°oo SHOREY OR EQUAL
10 61 °°°°
8" H-20 F&COVER 6' LOAM & SEED DISTURBED AREAS
RIM 50-51 VARIES (TYP.)
ADJUSTING BLOCKS/H-20 RISER
MORTAR ALL COMPONENTS
(TN'•) 4" MIN. PEASTONE
AND MIRAFl 14ONS
FABRIC OVER STONE
, S"ow°oe°�r°o°°°0°0000000•'0"0"0"0"0°0°°o°O�°
CONCRETE: 4000 PSI MIN. AT 28 DAYS 3/4' - 1 1/2'
H-20 DESIGN LOADING DOUBLE WASHED STONE I
SHOREY CONCRETE PRODUCTS, INC.OR EQUAL 4' MIN. AROUND PIT
MANHOLE 48' DIA STORM DRAIN & 6" UNDER PR
DRAINAGE CROSS SECTION
NOT TO SCALE
V-4"
-1`
12"
MIN
TREE WRAP. LAP ENDS DOWN WHITES PATH
DO NOT STAPLE
3 STAKES EQUALLY SPACED SOUTH YARMOUTH, MA
AROUND TREE 2 1/271 1/1
SPACED 1'-0" FROM TRUNK, PREPARED FOR (OWNER/APPLICANT)
STAINED DARK 2ROWN.
STAKES DRIVEN AT ANGLE AND SNOW & JONES INC.
PULLED VERTICIL WITH WIRE
MIN 4'-0' BURIED, NC
MIN 3' DEEP SAUCER DATE: FEB. 2, 2005REV.: MARCH 3, 2005
3" DEPTH SHREDDED BARK MULCH REV.: FEBRUARY 3, 2006 (FINAL SPR COMMENTS)
WORKWORK tausT SCALE: 1' = 20'
S EDF` A T ALL TMW 20 0 20 40 60 Feet
REMOVE BURLAP FROM TOP JULATI I
` HALF OF ROOTBAV.L
'i \--COMPACTED SUB -GRADE
YTOUT WATER DEP DA64E SHEET 1 OF 1
SOIL MIX
off 508-362-4541
fax 508-362-9880
12" :s DANIEL � ?� DANIEL A J down cape :'engineer ng' Inc.
MIN OJNA QIM
o� #40980 9a No. CIVIL ENGINEERS
G' � LAND SURVEYORS
TREE PLANTING DETAIL 2 /3��� AL LANG CONAL ENG
DATE DANIEL A. OJ_ALA P.L.S., E. 939 main st. yarmouthport, ma 02675
04-345BASE REV.DWG