HomeMy WebLinkAbout2006 Sign off Transmittal - Addition `' .Y.A,k� TOWN OF YARMOUTH
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T VI HEALTH DEPARTMENT
4...t,. `- PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
'-----
Building Site Location: i • 7 �j"Fa .S 'r Y� Map No.: ?,E5- Lot No.: ejj'
Proposed Improvement: :J};(-,` v �`5, 47V '-L-< -6 r( L�"Gel- / i,e_e y
i'/, f T l • / f,C,cp j -r K G-a ie) j -vv'u-( - , `x-__- I c./ ((c f
iv 1" /U' 7 " 0 Lr� C of -&-/ . ( 4-!6-4-e-( -te e
Applicant:-Th ( 44 ' 1 if (I/ 1 • el. No.:sue . g'7— y of?
Address: 1 ( 1 v-L 7• 1 1¢.5 ‘7e Filed: ' -'' -a-d
**Ifyou would like e-mail notification of sign off,please provide e-mail address:
Owner Name: &yj{i t e-7UZtr
Owner Address: fj� Ze.,/�_i7 Fy l---(.. Owner Tel. No.: 1
RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
Please submit four (4) copies of plans, to include:
(1.) Site Plan showing existing buildings, water line location,
and septic system location;
(2.) Floor plan labeling ALL rooms within building
(all existing and proposed) —
Note: Floor plans not required for decks, sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: DATE '�
PLEASE NOTE
COMMENTS/CONDITIONS:
■1
LEGEND. (ALSO SEE PLAN ANNOTATIONS)
-- -- .� - -- EXISTING CONTOUR
0f 12 Water MA'n
PARKING CALCULATIONS:
26.5 EXISTING SPOT GRADE • f Pa Lrn Approximate Locotlon W17iW W__�.----W ---
x �, 1, - � �-- - �-- PARKING SPACES REQUIRED:
_W
EXISTING TREE 4 Te/e.
G1 WHOLESALE (INDUSTRIAL. - 1 SPACE/2 OCCUPANTS)
a / PROPOSED CONTOUR TYP. Rfser� yo'rant
X EXISTING FENCE b - - (TYP.)
H
....�•� -
v�k� (9),,-xisting 3 To 4 Dogwood Trees 1200 S.F. INDUSTRIAL OFFICE X 1 OCC./100 S.F. (1 SPACE/2 OCC.) 6 SPACES
PROPOSED LEACH PIT
®� EXISTING CATCH BASIN FOR ROOF DRAIN 3
J
(SEE DETAIL TYP.) ° 26,017 S.F. INDUSTRIAL STORAGE X 1 OCC./300 S.F. (1 SPACE/2 OCC.) = 44 SPACES
� �
4&0X PROPOSED SPOT GRADE
358 3T
.� TOTAL SPACES REQUIRED = 50
� -�'
SPACES PROVIDED = 52
(INCLUDING 2 VAN ACCESSIBLE HANDICAP PARKING SPACES PER 521 CMR 23.2.1)
5 .-
•- _,4 PARKING TREE CALCULATION:
=
.�.� 50 SPACES (1 TREE/8 SPACES) 7 TREES RE QUIRED
v-
_.
/'` -- 5p - _ 47 pR,AI --� ` MHB 7 3" CALIPER PARKING TREES PROVIDED
r L _ -�- -- - - _._ - D0QR -& LANDING A� EP/LP )
.� , _.. � J •, r- --• -- --'L`L 48.1 2% MAX % Found LOCUS AP
yR ..,.,-.. .. +'r-•" •r•• ' ,,,. ... ...r. ,•_ ��.• ..r''� \ „'23f � �.00. ^ ��V � �,... .•-` r. �- �,.,,. : ' ' y - '
✓, .9 ° p _ � SCALE 1 -2083 ASSESSORS MAP 98 PARCEL 80
_ -_ LOT OVERAGE CALCULATIONS
` � y � ,..._. -•- -- -... _.,... � .-- .,...•.... _.._ ...` __. `.._._ _:._ ..._ ,_,_ .._ ...•• ,� -.. `' ._... 49 '-ENT�AN� .r" -` _..- �"f �„i�-PROPOSED RELOCATED �.�
WATER SERVICE
99 LOCUS IS 1MTHIN FEMA FLOOD ZONE C (NOT A FLOOD
47 .___-- G E Utility Pole -� " 4 DIA. AREA DRAIN (TYP) �, COORDINATE WATEtj.15EEPT. R=46.53
-- `` ..� ' - ,.• _. -- -- �" `- `_ Chain 'nk Fen a __---- Berm �. �` \y ON o �N
48.0X �1m;9 EXISTING PROPOSED
a en t A t °Pe C PROPOSED OPOSED A 48.1) o Approx. CB ® Can t
i / �'---•-'- Edge P .� STOP SIGN `�,, P TCH EXISTING Fl-OOR GRADE (Not Foundj' J (Tjp) PAVE & DOCKS 51,327 S.F. 45,835 S.F.
q g y Wire , MA ,� �. rk
Grove/ par*in9
---.�_ E1st. Existing___ BUILDINGS 24,217 S.F. 27,217 S.F.
0 10' \ ``tad
/ (TYP) \ RELOCATED HVAC 90-` , �-.._ 4T
X.. .4&0X TOTAL 75,544 S.F. 73,052 S.F.
/ \ 13 SP ACES
• a ��
/ COVERAGE 72% 70%
PROPOSED 3" REb MAPLE Exist. Chainlink Fence
(TYP OF 7) (To Be Relocated)
OCL
o RELOCATED OVERHEAD WIRES
/ 4 SPACES
CROSSWA� N
/ R=45.14 7 SPACES,
__.. R= . 76 GRAVEL SURFACE TO CONSIST OF
k /, - ...`. `� n '..,a TWO INCHES OF .75 -1.5 WASHED STONEN
o, �' f BLENDED 50150 WITH 3 8" PEASTE
.� . COMPACT WITH VIBRATO ROLLER
/ I
o ..-
Cv-S
00000000000 0 000
r i -A
` k m RELOCATED 12" PROCESSED GRAVEL
-'" cp MDPW M1.03.1 VIB. ROLLER COMPACTED
CHAINLINK m _� Metoi Building c
20 I IQ FENCE in ► ExlStln9 _ /' f NOTE: REMOVE EXISTING PAVEMENT AND ANY EXISTING BASE
�"" m Floor Elv
PROPOSED F%l7ISh a MATERIAL WHICH IS IMPERVIOUS OR HAS LOW PERMEABUTY IN AREA INDICATED.
4,5
' tln Metal Building -� �• � STOP SIGN 45 ` REPLACE WITH PERMEABLE PROCESSED GRAVEL AND WASHED STONE
Ex
cs` `� Edge Of Pavement �. NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD.
N ` _ PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER.
REMOVE PAVEMENT (SAWCUT) AND 6" LOAM &SEED PARKING ISLANDS SHOWN.
x \��,��� GRAVEL SECTION VIEW
44
101
Lot Area 1\
HAZARD ZONE)
EXISTING USE: WHOLESALE OF DURABLE GOODS - G1
PROPOSED USE: WHOLESALE OF DURABLE FOODS - G1
LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT APD
REFERENCES
DEED BOOK 3639 PAGE 269
PLAN BOOK 365 PAGE 4
"PLAN OF ABANDONMENT OF A PORTION OF WHITE'S PATH
SOUTH YARMOUTH, MA" DATED FEB. 28, 2003, PREPARED
BY THE TOWN OF YARMOUTH ENGINEERING DIVISION.
ARTICLE 15 nF THE ANNUAL Towne MEETING OF 2003.
ARTICLE 27 OF THE ANNUAL TOWN MEETING OF 2004.
ZONING SUMMARY
ZONING DISTRICT: B3
REQUIRED:
PROVIDED:
MIN. LOT SIZE
40,000 S.F.
104,360 S.F.
MIN. LOT FRONTAGE
100'
358.37'
MIN. FRONT SETBACK
30'
40.2'
MIN. SIDE SETBACK
10'
10.2'
MIN. REAR SETBACK
30'
32.3'
MAX. BUILDING COVERAGE
35%
26%
MAX. IMPERVIOUS LOT COVERAGE
70%
70%
MAX. BUILDING HEIGHT
35'
27'f
(PROP.
ADDIT.=19'f)
GENERAL
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
Q APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
✓ Are0=104,360f S . Ft. ' Q \\�` �`� �\ CONTRACTOR SHALL MAKE THE REQUiRED 72 HOUR NOTIFl�CATIN TO DIG SAFE
-- r - �� \��� ��� \ � E1 EQUIPMENT IN 7THE ) AND ANY OTHER UTILITIES WHICH MAY HAVE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. OR
2.40 ACreS®� 72.2' \\\\ 2. ALL CONSTRUCTION MATERIALS, COMPONENTS. AND METHODS EMPLOYED ON THIS
�\ `� �\\� • /� \ , ``� ��� \� AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
CB�PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REG&
H SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
R=43.16
/ II� ��� `\ \� \ rFound
�,\� \�� / 3. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE.
Cb
Cb
�,.®� C.yeanout,�'`\�\�\��`� �\`\ \ 2% MAX. CROSS SLOPE 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO -H20 UNLESS NOTED.
II j Up ��� �`'`C\X 4% MAX. TRAVERSE SLOPE 5. GRADE SIDEWALK 2% MAX. CROSS SLOPE, FLUSH WITH PAVEMENT- NO CURB CUT
�' -- II i •• \�,`� � �`\�\ \� �`� X BRISTLE BROOM FINISH PROVIDE POSITIVE DRAINAGE PITCH AWAY FROM BUILDING IN ALL AREAS.
• Ramp \.\ `\\
Loading a st. 1000 Gol, -- - � \ �� \��� \� 6'-O" 6"X6"- 10 WIRE MESH 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.
o - Septic Tank ¢ - . �� \�� ��``� M # PROVIDE FILTER FABRIC BETWEEN FRAME & GRATES UNTIL LAWN STABUZED.
R 43.04 -- R=43.72\� �� 4 CONCRETE SLAB PROVIDE EROSION CONTROL NETTING OR SIMILAR MEASURES ON ALL SLOPES 310�L'.
,,,,.�R DEEPENS B AT N
43 ® \ _....�-' `�.� " FINISH GRADE
� \ PARKING- 0 REVEAL 1 MINIMUM': 7. COORDINATE EXACT DOWNSPOUT LOCATIONS WITH BUILDING DESIGNER.
�N•, ZZ // , ' ches
+�h� trenc,�.
ry r ,,,,.yr 7-••�.G I•j,,. .�•_• .► i. :i.
8. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VEND
ORS.
Leashing TrenR-43.75 Ching
:.APP 'n•
� L
10,
\®J 8 GRAVEL BASE
OWNER OF RECOHL)
fer ro RomO'n' i COMPACTED SUBGRADE
B,,f SNOW & JONES, INC.
/ ;St��9 tree d CEMENT CONCRETE WALK 167 WHITE'S PATH
NOT To SCALE SOUTH YARMOUTH, MA 02664
3" CAUPER TREE
24 / F g1 REINFORCED NEW BLACK RUBBER
R=42.55 �r
' antin k 447.HOSE (1/2" ID)
20 / �
/ R=41.99�.,. �'' DOUBLE STRAW 12 GA PR'OPOSED SITE PLAN
Approx. CB ( GALV ANNEALED TWISTED WIRE
/ (Not Found) -chin9 r�eno sr
/ _ - �-- 167 WHITES PATH
��---' TREE DO NOT�APLE ENDS DOWN
1--- NOTE: AREA DRAIN BASINS MA ---
SOUTH YANHO
"'"' OGE CALLS To BE 4I.D. H-20 MANHOLES 3 STAKES EQUALLY SPACED %
6 LOAM &SEED DISTURBED AREAS ►
WITH 3' MIN. SUMP j 8" H-20 F&COVER AROUND TREE 1/2"X2 1/2"X10'
ECCENTRIC TOP -GRATE TOWARD BLDG. RIM 50-51 VARIES (TYP.) PREPARED FOR (OWNER/APPLICANT)
WASTEWATER FLOW-- 300 GPD
SPACED 1 -0 1 FROMNTRUNK,
PAVE & WALKS 45,835 S.F. / ADJUST TO GRADE NOTE: PROVIRATE UNTILDE FILTER LAWNSTABILIZEABRIC BETWEEN D
j STAINED DARK BROW .
& G STAKES DRA-f AT ANGLE AND _
" WITH BRICK COURSES H-20 RATED F&C I ! �� t�:?; SNOW JOINTS, INEC
BUILDINGS 27, 217 S.F. s LOAM & SEED GRATE PULLED VERTICAL WITH WIRE
WITH 3/8 MORTAR JOINTS AND
LAWN EST. 4000 SF BUILDING DOWNSPOUTS ALL DISTURBED AREAS NOT GRAVELED BED FRAME IN FULL RIM ELEV.MANHOLE F46 6E 6"OiSCH-40 PVC AT' 1% MIN. FEBI�OD�
- 3/8 MIN. MORTAR BED. MIN 4 -0 BURIED DATE. FEB. 2, 2005
LOT AREA 104,360 SF ( ) DIRECT FROM ROOF; DRAINS
PER CCC FORMULA- 3.3 PPM -O.K. �' ADJUSTING BLOCKS/H-20 RISER 1'--4"
8" " TOP STRUCTURE MORTAR ALL COMPONENTS MIN 3 DEEP SAUCER HEALTH DEPT. REV.. MARCH Jam, 2005
8 ELEVATION 45.6t TOP STRUCTURE " MIN .
440 RULE- 1,147 GPD ALLOWED-- 300 GPD PROPOSED- O.K. CLEANOUT A ELEV. 45.0± Oyp-) 4 MIN. PEASTONE REV.. FEBRUARY 3, 2006 (FINAL SPR COMMENTS
TO GRADE N AND MIRAn 14ONS 3' DEPTH SHREDDED BARK MULCH
-I�-20 HDPE FABRIC OVER STONE
°°o a a o °° C3� 2" HOLE IN CPP TO LEACHPITS (1YP.)_, a _
w " . a .��• -�, s.� SCALE: 1' 20'
of 12 ELBOW oo :.
SYSTEMSEPTIC Feet
� _ o o'"";� o M v a0000a0oa • . .: w • .:. •.• -. ti �` ;''.:
• -� .
o En a°o°n°o0n t .'' 2O 0 20 40 60
y :
Q INV. 43.s a° . "' ooQopa000 = . REMOVE BURLAP FROM TOP
REF. ORIGINAL SITE PLANS FOR SITE ON FILE WITH HEALTH KEPT. - 0- °° s Y a°a°a°a°°
N o M H-20 HD PE aao°q°o°a °oao°°o°n° HALF OF ROOTBALL r
DESIGN BASIS: INDUSTRIAL PLANT WITHOUT A CAFETERIA
INV. 43.0 0004®0d° 6 -$ X 6 ooaaooa4op p
a o g o o H-20 -1 °o°0°°°o0nao I z :1•�..ti - COMPACTED SUB -GRADE;
SHEET 1 OF 1
M C? z IN FROM AREA DRAINS °oo°a°a'000° c� o°o°o°o°o r7
6 OSCH40 ROOF DRAIN w - " oo�oo0 1000 GAL 0000n0000
f vv
.... -
DESIGN POPULATION: 20 PERSONS MAXIMUM
SOIL MIX °a°a`�a°o° LEACHPIT °o°n°o°o° ., -:
TO ROOF DRAINS 1% MIN. 4'-Ow 5 °°o°oaon°ooa° SHOREY OR EQUAL °o°oao°oo ,•w ., V
N M o o+ o a o 0 0 o n
" o a o 0 o n o a • •f t off 508-362-4541
DESIGN FLOW = 15 GAL/PERSON/DAY s 0,00.0a 00aa°aaaa +
ROOF DRAINS OCiOO 00000
LL' 0,0 o0oaoo oa°n00ao° N '�
O o°°aao°o o°o°o°a°a _:� .., .'� fox 50$-362-9$80
= 15 GPD (20 PERSONS 300 GAL. PER DAY) °°°° °°°° °°°°°°°°° K`..
NOT TO SCALE 0o0a `oogo 0 0 0 o a a o 0 o a 0 o a o o°o°a°o°o°o (VZ OF H 0t 0 o a o 0 0 0 0 0 0 o n o 0 o n o a o 0 0° 0,0
n
DESIGN PERCOLATION RATE = 2 MIN./INCH 3/4- - 1 1/2" ��� DANIEL � DANIEL A. Gs
V-
CONCRETE: 4000 PSI MIN. AT 28 DAYS. d O W.I2 cape engineering, inc.
H-20 DESIGN LOADING DOUBLE WASHED STONE T12" 12" o A. `- o OJALA
ALLOWABLE WASTEWATER APPLICATION RATE 1.0 GAL/S.F. SHOREY CONCRETE PRODUCTS, INC.OR EQUAL 4 MIN. AROUND PIT MIN MIN -0 " CIVIL �'
MANHOLE 48 DIA STORM DRAIN & 6 UNDER PIT -" #40980 .,� -o No. CIVIL ENGINEERS
REQUIRED LEACHING AREA 300 GAL DAY X 1.0 GAL SF = 300 S.F. o`ss �1 �J� ��'� LAND SURVEYORS
Q / / DRAINAGE CROSS SECTION OAL 00
a s�pNwl E� -
LEACHING AREA PROVIDED = 10 X 40 400 S.F.- 400 GPD CAPACITY 'al
O.K. NOT To SCALE TREE PLANTING DETAIL 939 main St. yarmouthport, ma 02675
DATE DAN I EL A. OJALA P.L.S., . E.
_04-345BASE REV.DWG
FRONT FLEVATION
SNOW AND JONES
SIM ELEVATfON
1 /9 ' = C41
Rescom Architectural Inc.
118 F Waterhouse Road
Bourne, MA► 02535
Date: March 3, 2005 Sheet 1 of 2
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Rescom Architectural Inc.
118F Waterhouse Road
Bourne, MA 02535
Date: March 3, 2005 Sheet 2 of 2