HomeMy WebLinkAboutDecision 3765 Proposed Site PlanSCALE: 1 " = 100'
BE ACH MARK - NAIL SET IN 1Z
PAVEMENT. EL. = 20.1 (ASSMD)
/(APPROX 8.3' ABOVE NGVD29)) '20.23
EXISTING
CURB CUT
TO REMAIN
..
�e je
DATE: 4/24/02 1PM
LOCATION:
TP -1
AGEREID S
NT: AMY VON HONE R.S.
BXOH.
G.13/
ENGINEER: RICK JUDD R.S.
ELEV.
U$�CS HIGH GROUNDWATER
DEPTH
- 19.92
INDICATOR WELL: MIW29
0.0
FILL
\ `s
ZONE: ZONE A
DATE: 4/02
70 7
7"
120
A/E
L. S.
10YR 5 1
12"
18-92
B- LOAMY MED.
SAND
10YR 5/6
36"
16.92
C1 LOAMY MED.
SAND
2.5Y 5/4
15.92
o•£.
48"
PERC 2 MIN.(IN
SQUARE UP EXISTING SPACE
BOTT, AT
46'
%O
C2-
MED. SAND
ADJ. GROUNDWATER EL. 12.68
2.5Y 6/4
!�
HANDICAPPED SPACE
PROVIDE HCP SIGNAGE 70 CODE.
- ,_.
- _--------
N GROUNDWATER EL -10.58 (112")
T
- `D �•,
O y0
o - ,`
HCP SURFACE TO BE COMPACTED TO A
HARD DURABLE SURACE WITH DENSE
11 GRADED CRUSHED STONE
132"
20 t
�e je
8.92
BOTTOM
G.13/
e
U$�CS HIGH GROUNDWATER
INDICATOR WELL: MIW29
\ `s
ZONE: ZONE A
DATE: 4/02
70 7
120
ADJ. FACTOR: 2.1
/ . \ N \
E S
L®G
1 6 1 10
-L -E
g'XO /
o•£.
PARKING WIDEAA°'t
SQUARE UP EXISTING SPACE
%O
FOR 16' WIDE VAN ACCESSIBLE
.\\
HANDICAPPED SPACE
PROVIDE HCP SIGNAGE 70 CODE.
- ,_.
- _--------
/ 70.01%
5 '
T
- `D �•,
O y0
o - ,`
HCP SURFACE TO BE COMPACTED TO A
HARD DURABLE SURACE WITH DENSE
11 GRADED CRUSHED STONE
-� ----- -
SLAB i
ELEv. 21.1
H-20 CONC. COVERS
I--_�' _ GR KE
\PARD`` 1 I A 1h Al
''e. 2C1LU0
DEMO ` } .5� PROPOSED
2�0 GARAGE/ ,5 `�.< t ` EDGE OF
9-1 " 1 �S GRAVEL
9.67 0 '\ �9aRiT^'�. ACCESS
t / w 19.82 I \. o. DRIVE
O 1:
PROPOSED )°�,,0 �;. �\ �-E .\ It m
1500 GAL4 7°.
H-20 SEPTIC TANK
'. o I`\' \�'� 6A{ / ' 9.92 !,� : \�T •'� \.� 9.31
/t i 1(_ Z` /
Du
E SINE o \ \
AD.�\
5' UNSU!TABI.E 4 t_'p 1 / �_. It.,
ROIMOVAI. �`+"+e9 Ik
+2-0.03
LIMIT `VAS ;�_ \\ A ii`. Is� ' ...A -�
r PROPOSED ` F4C
BUILDING 1 .19.4
U 1 t1\ \ F
\� 1� SLAB EL. 21.1 r.
\rn 1 y� TOP FOUND. 21
n.6
3600 SF _ `/ ` S
PROPOSED- I I—?` '
SOIL ABSORBTION
SYSTEM: 4' X 74'
X 1.0' Ef-F. DEPTH
LEACHING TRENCH -i-19 4'a-4'.
H-18.20
WITH VEPIT. A,�\`�,j .,1 / P�
7 16
INSPECTIONPORT 2 E
/ F&GPROP
/
GRAVEL PDARKING�7?n
AREA ` �y V T` EA {r V
.RUN VENT UP SIDE '` 21,561±�S.F
OF BUILDING \1 0.4 . A `\J
- 99- EXISTING CONTO'
++;99L.922 EXIST. SPOT EL
L.9-_
EV.
J..----
PROPOSED CONTOUR / '
198.4) PROPOSED SPOT EL.
TH 1 aey,��,.gaTv�,1 ate, q+°
TEST HOLE &ti1.c►►.J!' T ` 1 �s 4� JF+L
2% SLOPE OF GROUND N LAN PARKING CALCULATIONS:
�> UTILITY POLE 20 G 20 40 60 Feet AOFFCENT: 1841 SFI(1/2000)'2.0 SPACES
c 42 SPACES
MERCANTILE H4 210 SF((1/210)=1.0 SPACES
'
FIRE HYDRANT BUSINESS HS 3390 SF(1/600)-5.65 SPACES
" =
"OT
nu svrnRol, MAY ArPEAR IN oRnw'Nc SCALE: 120TOTAL: 12.85 SPACES RE
13 SPACES PROVIDED
INCLUDING 8 IN GARAGE 13AYS
NOTES: 1 VAN ACCESSIBLE HCP SPACE PROVIDE
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 REGS.
AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 7, ALlLSEPTICN PIPING 4"OL SCHT 40 PVC AT 1% MTNP UNLESS 6 NOTED.
SEED.
SPECIFICATIONS FOR BRIDGES AlD HIGHWAYS AS AMENDED TO PRESENT. 8 COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
ALL SEPTIC WORK- AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
TIONS. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
AND YARMOUTH HEALTH REGULAFROM BOARD OF HEALTH.
3, VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE.
9. VARIANCE FROM 8011 REGULATION: TOP FOUNDATIO
a. DESIGN LOADING FOR ALL PRECAST UNITS N<2' ABOVE HI PT. RD (1.37' PROVIDED
AOADINGH10 UNLESS NOTED. 10. ABUTTING BUILDING LOCATIONS FROM TOWN GIS DATA AND ARE APPROXIMATE. SHOWN FOR
TO IG
S. THIS
USED FORPR
S PLAN IS F PROPOSED
WORK
KI ONLY AND IS NOT TO REFERENCE ONLY.
50
4-5' HIGH DENSLY PLANTED
EVERGREEN F"DGE ALONG FENCE
MS i'if In. 4� `� � l%T
20 0 20 40 60 Feet
SCALE: 1" = 20'
ARNE H. OJALA PL5,
lez D�--
DATE
PRECAST H-10'
RISERS"-(TYP:) _--
2'0 IF REO.
g" MINI COVER
ASSESSORS MAP 33 PARCEL 75
ADDRESS: #797 ROUTE 28, SO. YARMOUTH, MA
TITLE REFERENCE: DB 9515 PG 191
OWNER ELIZABETH CLEMENTS
APPLICANT: MARIE CARON
FEMA FLOOD ZONE: B (Al2 EL. 10 TO SOUTH OF LOT)
GROUNDWATER OVERLAY PROTECTION: N/A
TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSAL ALLOWED
APARTMENT (8 1BSF OFFICE 1(75 GPD/1000 SF) = 163 GPD 10 GPD DESIGN FLOW
1 SERVICE BAY (125 GPD/BAY) - 125 CPD
298 GPD
USE 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD- (200%) 660 USE 1500 GA GALLON N REO. (H520 SEPTIC 00 GAL, I TANK
USE C1 LAYER CLASS 1 SOILS FOR LEACHING <5 MPI = 0-74 GPM/SF LT,
LEACHING: 330 GPD/0 74 GPD/SF =446 SF LEACHING AREA REQUIRED.
USE (1) 74' X 4' WIDE -X TEFF. DEPTH LEACHING TRENCH
9 GPD
BOTTOM CAPACITY 0•+4.0') XX 1 0'= 56 SF X 0.74 1115 GPU
SIDEWA_L = 2( eFo cc 334 -GPD >330 0.
y i I Livi uZ�01 ASSESSORS. MAP "33 PARCEL 75, 0.49 ACRES
6" LOAM AND SEED ALL DISTURBED AREAS NOT GRAVELLED .._.. 4" SCHaO -
EROSION CONTROL NETTING ON ALL SLOPES >107 (TYP )-_.-- - --- - "- -
------ -_-___ --- PVC VENT
IJP TIDE Oi'
CONCRETE COVER TO WITHIN 2" PFASTONF & BUILDING
TO 6" OF GRADE _ FILTER_ FABRIC ____ _. PROM/0E --
----- '"--- _- OVER STONE INSECT SCRF.FN
BLOCK UP D -BOX, 24"LD. RISER INSPECTION PORT
TO 6" OF GRADE MORTAR ALL COMPONENTS MANHOLE COVER 24 064 H 70
MORTAP ALL COMPO TN ? (7Ypl )
a'It PRFCAST DONUT 2'
/ 19.55_ _y/4" THICK 4000 FSI CONIC. WpAWF
-/ -" 1 1eP OBSERVATION HOLE IN Cif. N
10.. 14^ y ..�,
1950 1500 GAL H 20 'o..-�'.00 -" -- -o o •<'o .�,. _ ..o.u�.:o-0�46 o.:bos4s'..o-`q°.v.".u�u ,..,d'° ............
:
TEE_
_L -TEF ._ 1 .25
----------- - SEPTIC TANK 000000Q000000 0 19.05 �"
oa.°e9000 Po°o° _ 19 18 �NVFRT 118.68 17.f8 f.
15' AT 1% :. 4' LIQ, LEVEL GAS RAFFLE 3' AT 1% J- 19 05 .17.68 _ - --
4 "0SCH40 PVC -
ACME OR EQUAL 4..05CH40 _ -_ - - .__ -
PIPE LEVEL 1ST 2' ---- - _.
_ -.---- C -H ACME DBS H-20 OR - -------------H-20-0-60X..AN_ 12'...COMPACTED_GRAVCI ____. __- `
EUBLE WASHED STONE
3/4"-1-1/2" DOTO 4' WIDE X 7n' LONG X 1.0' MIN- �FF. DEPTH
6 GRAVEL & -ME
SEPTIC PROFILE
-" -- COMPACTION (TYP.) 6"MIN. SUMP
.n
NOT TO SCALE
ZONING DISTRICT: B-2, NOT IN APD W
MIN. LOT AREA: 20,000 SF (21.561 SF PROVIDED) 2"DOUBLE WASHED PEASTONE
10D.7T PROVIDED) OVER TOP OF PIPE WITH 1268 ADJUSTED GRODUWATER ELEV.- --
MIN LOT FRONTAGE: 125 (109 PROVIDED) MIRAFI 1404 FILTER FABRIC OVER PEASTONE
MIN FRONT YARD: 30 4-SCH40 PVC AT 0.5% h)
SIDE YARD SETBACK: 25 (10.7' TO REMAIN, 26' ON PROPOSED BLDG.) TITLE 5 ORIFICES
20.9' PROVIDED)
MAX. BUILDING COVERAGE: 25% VENTWITH SOLID SCH40
REAR YARD SETBACK: 20' (2,441 IF = 20.6% PROPOSED)
MAX. _BUILDING & PAVEMENT COVERAGE: 707 (11,596 SF = 53.87 PROPOSED) LO
* a 1
o
iAAX.' BUILDING HEIGHT: 35' (2o't PROPOSED) N ! ^
EXISTING USE: RESIDENTIAL: APARTMENT, RETAIL *u -
PROPOSED USE: RESIDENIIAL A rT:;TMLI�T, Ali _ 'F�` `� _
TOWING OPERATION INCLUDES MINOR
AUTOMOTIVE
CLES. REPAIR
ROFFICE WORK FOR THER TOWINGE OIPEiiA.DON \ 3/4" - '1.5' DOUBLE WASHED STONE LEACHING TF
ENCrI
AND SHORT TERM STORAGE OF MOTOR PRIMARY
WILL OCCUPY THE FIRST FLOOR OF THE FRONT BUILDING. ACCESSORY AUTO SALES P'.:)POSED. TRENCH
THE EXISTING APARTMENT IS ON SECOND FLOOR A FRONT BUIL GING AND WILL REMA Pt. TRENCH,
F � I<. -.G ��
THE PROPOSED REAR BUILDING WILL CONSIST OFA 30' X 40' HEATED AREA WITH A SINGLESEPTIC � Gi y 10 N
z
LIFT AND A SMALL BATHROOM. THE REMAINDER OF THE PROPOSED BUILDING WILL BE p1••aJc [ice
AVAILABLE FOR TRUCK STORAGE AND PARKING. - NOT TO SCALE
. EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE PROPOSED GRAVEL. SECTION:
RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT 2" PF TONE OVER
INTERVALS OF AT MOST 20' (301.4.4) (NP. ALL BUFFERS) 8" DENSE GRADED CRUSHED STONE
HEAVY DUTY H-20 COVER COMPACT IN 2 LIFTS WITH 10 TON VIB. ROLLER 41
LABELED ' "DRAIN" F&C " G'S El. LIS-TED
NOTE: ZONING RELIEF REQUESTED FOR GRAVEL PARKING SURFACE DRILL (2) 1.0 HOLES IN COVER 8 H - 2'X 2 2' 20 GRATE (7YP.) r,
7107 Sr OF GRAVEL IS PROPOSED INCLUDING 2440 SF OF COMPACT BACKFILL IN 6"
EXISTING GRAVEL SURFACE PREVIOUSLY PERMITTED. LIFTS (TYP ALL DRAINAGE)
(ONLY 2440 SF OF PREVIOUSLY PERMITTED 4600 SF WAS
CONSTRUCTED) MIRAFI 1404 FABRIC OVER H-20 -- ffi. _,�!,,,�.•`_• `,
3" MIN. PEASTONE PRECAST
. RISERS SLOTTED 12"0 HOP- DRR 0 c 8 ICN ADJUSTING COURSE
AS REQ. ADS N-12 OR EQ. _j MORTAR 1
HO ES _
SET LEVEL INV. 16.6_ (TYP.)
I
PROPOSED 2.0' ( P)
4"SH4C 0PVC A 2% IN H-20 , t20 C.8 TRA
P(I I
FROM ROOF`"DTAINS LEACHPIT - F1.BC+W
-0o
6'0X4' SHOREY PROPOSEp
f.�---TREE a LP H-20 OR EOUAI '. 600 GALLON PRECASTI
3"CALIPER _._I - -- N-20 CATCH BASIN
J
PARKING/BUFFER TREE -���� � 4' MIN AROUND PIT
LEACHING TRENCH BETWEEN EL 14.6 SECTIONAL PLATE MIRAFI 140N r'A1IPIr QVFR
STRUCTURES, SEE CROSS SECTION
- 3 PEAo70 it Ov RIAP f." }
6'0X5' SHORTY SOLID
d BASIN H-20 OR EQUAL 12 0 SLC CO H- 20
'TION V ♦4+T P 9k DORRiI(1 F OR'LOUAt.:PF
V
YYA .TILT trONF
REINFORCED NEW B1ACK RUBBER
r- O HOSE (1/2" ID)
�CA
�V ANNEALED tr4WTO WIRE
�\ - �----TREE WRAP. IAP ENDS DOWN
DO NOT STAPLE
�� rf
} STAKES FOUN.LY SPACED
\` AROUND TREE 2 1/2'x2 1/2'x10'
SPACED 1'-0" FROM TRUNK,
�1 �f STUNED DARK BROWN, APPROVED BY HEALTH DEPT.
STAKES DRIVEN AT ANGLE AND
PULLED VERTICAL WITH WIRE
MIN 4'-0' BURIED
1._4" \\
MIN 3" DEEP SAUCER
i
I
L_ r__..
TRENCH CROSS SECTION
NTS
DATE
7 O1 A
MIN 3' DEPTH SHREDDED BARK MULCH I'
A+_
Y1 RB�oFBRRLAP FROM TOP off 508-362-4541
fox 508 362-9380
COMPACTED SUB -GRADE '{
SOIL MIX
down cape engineering, in c.
�- C/U/L-NGINi_ERS
2^ 12" LAND SUR I/EYORS.
Mttl MIN
9 k
Main Street - YARMOUTHPORT, MASS-
59
PLAN-1ING �
FFM ]?APD FOS
a . .a
t +c: 111 � 201 "Pig. w