HomeMy WebLinkAboutDecision 3818 - Site PlanSEPTIC SYSTEM DESIGN DATA
OFFICE USE: 2725 SF (75 GPD/1000 SF) = 204 GPD
SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS,
_-1A
RETAIL USE: 1825 SF ( 50 GPD/1000 SF) 91 GPD (200 GPD
MIN)
PROPOSED SHRUB
S II
PROPOSED S' CALIPER
NO GARBAGE GRINDERS ALLOWED.
404 GPD DESIGN FLOW
RT. 28
LOCUS
0F•
�T
SEPTIC TANK:
PROPOSED LEACHING TRENCH/PIT
13.
404 GPD -200%- 808 GAL. REO. : USE 1500 GAL H-20 SEPTIC TANK
BREAKDOWN OF SQUARE FOOTAGES
��S
1n1
1825 SF RETAIL
92 GPD
LEACHING: USE 29' X 26' LEACHING FIELD= 754 SF ,
EXISTING BUILDING: 1775 5F OFFICE
133 GPD
CAPACITY: 754 SF (.74 GPD/SF) = 558 GPD> 404 GPD. O.K.-
1418 SF RETAIL STORAGE
0.0 GPD
`„q
NON HABITABLE BASEMENT AREA
0.0 GPD
COMMENCING WORK ON SITE, ANY VARIATION iS TO BE BROUGHT TO
NEW BUILDING: 500 SF 2ND STORY PRIVATE OFFICE
38 GPD
�V)
2 3
500 SF 2ND STORY RETAIL STORAGE
0 CPD
FF,P° ALONG RIP EDGE TYP
931 SF 1ST FLOOR RETAIL STORAGE
0 GPD
/ �' 15
450 SF 1ST FLOOR OFFICE
34 GPD
�S�LOADING
297 GPD (WITH RETAIL 200 GPD MIN = 404 GPD)
40
01-071
BENCHMARK: CENTER OF CATCH
BASIN ELEV. 14.86' NGVD29
J
0.
PTA
\r \
EXISTING SEPTIC A
LEACHING THIS AREA \ \ SBL
TH1°S-
/'�
EXISTING \ � S EXISTING GREASE TRAP
/ PAVED
PARKING
EXISTING/RA15ED CONCRETE PLANTER
1
EXISTING PUMP CHAMBER//
/ LOT SIZE: 25,807 S/Ft (0.59 AC.t) /
\ � r• �100' tyr A
WITH SIGN / /VO=W ,y NG
801081 SF
UT TOP FOUND
SITE PLAN REVIEW DATA
ASSESSORS MAP 37 PCL 145 (OLD M;,P 31 PCL G25)
LO ZONING DISTRICT REQUIRED EXISTING PROPOSED DEED REFERENCE: DB 10851 PAGL 293
GENERAL NOTES: LOT SIZETAG 2125 SF 25,607 SF 25,807 16 ADDRESS: 204, 208, 210 RT. 28 IV -EST YARMOUTH
FRONTAGE 125 186.16 & 164.99' 186.16 6c 164.99'
FRONT SETBACK 30' 30.5' 30.5' ZONING DISTRICT: B2/R-25 (NOT na cRour!DwnrER OVERLAY DISTRICT)
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS SIDE SETBACK 25' 11.7' 11.7' B2 SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING REAR SETBACK 20' N/A N/A / R-25 SETBACKS: 30' FRONT, 15' SIDE, 20' REAR
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IMPERVIOUS COVERAGE 70% MAX. 84.3% 62.3% MAX. BUILDING COVERAGE 25%
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR R-25 ZONING DISTRICT REQUIRED EXISTING PROPOSED MAX. IMPERVIOUS COVERAGE: 70%
EOUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. FRONT SETBACK 30' 37.7' 37.7'
C (YAR. PANEL 5 7/2/92 )
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS SIDE SETBACK 15' 3 8' 14.6-/16.1- FLOODZONE: B &
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS REAR SETBACK 20' N/A N/A EXISTING USE: RETAIL / OFFICE
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS .STANDARD PROPOSED USE: RETAIL / OFFICE
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. EXISTING BUILDING COVERAGE: 5138 SF / 25,807 SF 19.97
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. PROPOSED BUILDING COVERAGE: 6414 SF / 25,807 SF = 24.9% LOT SIZE: 25,807 SFf (0.59 AC.t)
AND YARMOUTH HEALTH REGULATIONS. EXISTING BUILDING HEIGHT: 23'1
3. VERTICAL DATUM 15 NGVD29 FROMF.I.R.M. BENCHMARKS PROPOSED ADDITION HEIGHT: 29'1
PARKING CALCULATIONS:
4. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 6/01
1825 SF RETAIL (t 210) = 8.69 SPACES
5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED, EXISTING BUILDING: 1775 SF OFFICE (1/200) = 8.87 SPACES
1418 SF RETAIL STORAGE (1/2106) 0.68 SPACES
NON HABITABLE BASEMENT AREA 0.0 SPACES
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING. NEW BUILDING: 500 SF 2ND STORY PRIVATE OFFICE (1 /2�1U) 2.50 SPACES
+'s"'
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES IN 500 SF 2ND STORY RETAIL STORAGE 1/210) = 0.24 SPACE'S
4
BUFFER STRIPS AS REQUIRED TO ENSURE RUNOFF IS RETAINED. / ' WIDE 5 HIGH 931 SF 1ST FLOOR RETAIL STORAGE �1/21�)) 0.44 SPACES
DENSE EVERGREEN 450 SF IST FLOOR OFFICE (1/200) 2.25
ALTERNATE ROOF DRAINAGE SYSTEM FOR REAR OF EXISTING BUILDING MAY BE / -
REQUIRED IF BASEMENT TO BE UTILIZED IN FUTURE. / HEDGE / TOTAL REQUIP.(:' 23..667 SPACES
SPACES
S. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. BENCHMARK: CENTER OF' CATCH/ SPACES PROVIDED = 24 INCL. 2 IN GARAGE
9. WATER SERVICE APPROXIMATE AS SHOWN. GAS AND CABLE UTILITIES BASIN FLEV. = 14.86' NGVD29 / 521 CMR23.2.1 - 1 HCP SPACE REO. 2 HCP "<)VIDED (INCL. VAN SPACE)
TO BE INSTALLED TO THE PROPOSED BUILDING APPROXIMATELY AS SHOWN / / TREE CALCULATION: 24 (1/8) = 3 TREES PEO .,ITREES PROVIDED.
(ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REQUIRED BY UTILITIES VENDORS). /
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE REQ. +,<„�\/ �?+ 15'R'y
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. „?. C) EXISTING TREES OF LEAST 4" CALIPER T-qT EXIST iN BUFFER ZONES SHALL BE
sat RETAINED. IF SUCHTR TREES DO NOT EXIST, CALIPER TREES SHALL BE PLANTED AT
INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
12.
E
SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS,
_-1A
/4' WIDE
500ENSE
5 HIGH 4f V-
EVERGREEI�``Q�'
PROPOSED SHRUB
S II
PROPOSED S' CALIPER
n
�
RT. 28
LOCUS
0F•
�T
-
PROPOSED LEACHING TRENCH/PIT
13.
2g
C
��S
1n1
7ES1 PIT
LOCUS
MAP
SCALE 1"
= 2083'
`�i
5'
SOIL REMOVAL ® ""
20'"
INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 24 HR. NOTICE REQ. +,<„�\/ �?+ 15'R'y
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. „?. C) EXISTING TREES OF LEAST 4" CALIPER T-qT EXIST iN BUFFER ZONES SHALL BE
sat RETAINED. IF SUCHTR TREES DO NOT EXIST, CALIPER TREES SHALL BE PLANTED AT
INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
12.
E
SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS,
_-1A
/4' WIDE
500ENSE
5 HIGH 4f V-
EVERGREEI�``Q�'
PROPOSED SHRUB
S II
PROPOSED S' CALIPER
43p e
OR NEIGHBORING PREMISES.
ro ro
HEDGE
0F•
C)
J Q
-
PROPOSED LEACHING TRENCH/PIT
13.
PROPOSED BUILDING TO HAVE SPRINKLER FIRE SUPPRESSION SYSTEM INSTALLED.
STORTZ FIRE CONNECTION REQUIRED, SEE SPRINKLER PLAN BY OTHERS. LOCK BOX REO.
C
��S
1n1
7ES1 PIT
E-
?
14.
CONTRACTOR TO VERIFY GRADES, INVERTS, ELEVATIONS AND SITE CONDITIONS PRIOR Tp
THE ATTENTION
`�i
5'
SOIL REMOVAL ® ""
20'"
PAVE
`?>
`„q
°/ y
r� 90
M� F WASHEDSTONEFRENCH DP .N
lu
COMMENCING WORK ON SITE, ANY VARIATION iS TO BE BROUGHT TO
/ LIMIT
SEE NOTE
�V)
2 3
DRIVE
5
FF,P° ALONG RIP EDGE TYP
OF THE DESIGN ENGINEER PRIOR TO ANY WORK ON SITE.
/ �' 15
IN .4
�S�LOADING
N N
O O
I
� 5
I
� N
F IZ
15.
NOTE THAT THE INSTALLATION OF THE SEPTIC SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOIL>J.
I I
01
1_
THE UNSUITABLE SOILS SHALL BE REMOVED FROM UNDER AND FOR 5' LATERALLY AROUND THE
FROM PRIOR SYSTEMS SHALL
¢
W
�, 7# A9
u
PROPOSED LEACHING FIELD. ANY SOIL FOUND TO BE CONTAMINATED
BE REMOVED AS WELL. THE REPLACEMENT SAND SHALL MEET 310CMR 15.223(3).
/� :v
, .t
7
4
24
'O
0,
BOARD OF HEALTH AND OWNERS ENGINEER TO INSPECT SOIL REMOVAL.
THE SAME AS FOR THE SEPTIC SYSTEM
/O� C� O
/F� Q'
'
�6
i
23
S� '`""
\.� ,
G
C ELEV, a 18.69
SILL / Fb
/ b. ELEV. - 18.78'
ELEV. FIRST - 18R8� ' CRgkf Spe\F R 0� %I
qC �
REMOVAL FOR DRAINAGE STRUCTURES SHALL B O y v ,,.eo v t
16. EXISTING SEPTIC COMPONENTS TO BE PUMPED AND REMOVED/CRUSHED AND VOIDS FILLED WITJ / Cj .�h)F'q) P 9 IFN V ,
COMPACTED SAND. ALL WORK TO COMPLY WITH TITLE 5 REQUIREMENTS. �� ��� Qrv�c!v + . A�lv j J PROPOSED BUIL-14 C eG/� I PE -ROUT.. !:••.S &OTHER
/ 8 rl` �� 1381 SF \\ O/ip '' UTILITIES IS REQUIRED
p ��4!" O/ Int 7g S� 1.5 STORY
"D 'O 00. SLAB ON_GRAi
aa/ Q f r / 7 ^' •'i7 , A_
4
GUY
WIRE
\Q,
L \ o
78
676•'Ly,� \ \ \ 9a,V STEP
eo°
\ \ ®c
NF Oa - \\\ �//�3°,
0
v®C v 0
Nie
CL l�U 1 C <lD
cl
_
\ \ • \ Si0 F � o "IF
0
O
p
O
p
r-\/1 P�T1A 1!1 /1 P1` 1 n 1=rl f1 A i e' rll A K I �N,
SCALE: t"=20'
20 0 20 40 60
' i Ew IC SYS
�� �},s.1� Ott /e �6 ' J 62 +,ea J� i 3_CONO� �x �\ REMOVE
A 1 / O'er i 10 /,i / „ rl"7 6 f- STEP'�ry Ute.. LOADING
q -K522 t .- 4,' b' - t I f
%� �' DOCK
NEW 1500
4 �\� .� \ GAL H2O S(T 50 ✓ ...� PRO' >a
/ 8ii ,.�o �+� '4' STEPS ���1
5 I a
\V v0O. 7,�0 �IN/. RESERVE \_.�/ �� >q.z
� y
*S°
V Qsae 6� �� Laa�-s5' 7 13
INV. i ? 0.
,25,807 SFt
PROPOSED',,(C.
2 - / CAS 4 4a,
656
r1 a
T SIZE
PAVED �s2 .v. Q'.
\ STREET 1 r v ' REMOVE PAVEMENT AND
�� ANT',R PARKING / . ova ADD WASHED STONE FRENCH
\ SIGN SJ+++11 - �-: { (' '`44 .a.7Ati EXTIBUILDING/ --!- L~' DR_AINS ALONG DRIP EDGE
'�. -._. _ r ,.,�. �N Fig', :\GV , 0' BUILDING (NP,)
5 - 2 / 5018 'IF y
O \ \ •�.ogL'O �' - h'v%""., \�O \tiC
TOP�Fovve
WGUIRYEnz, s4'
Q
16 £\ �..aP
F( 878'
o, / FIRST FLOOR CRAW CEff4 0,2 r
C ELEV. = 18.6 < SpgCF
Q CUT & MATCH \ \ `& * 17
GRANITE. INSTALL \ 6 \ /S8 \� ! �4 / /
` \ \
6' TAPERED SECTION ;1-1,1 F.1
IJ
TYP.�
1,7z
% <F 8 \ 86 I \ s a'
-- s
76 C „� \ (" : CONd, W �/ OrSJ
y \ \ \ o S7EP� rq/C
/ RIC, J
1:12 TAPERExir T
END SECTION A=
fJ�� � \ VCURBIING 18 l��V RRT� (" T ,D?�
V v O,e\ 19,
.0
2
1j�8.0 0\
VY n
.,... V�QB. 1w
N
4' GRAVEL WAt';
\. \
\F-,
\ •0
\\ BASELINE
STATIONING f
} }11..11
APPLICANT/OWNER: TAYLOR REALTY TRUST204 2
t
WESTROUTE YYARMOUTH, MA 02673
CONTACT: MEHDI HOSSEINI t \�
PH. 508-790-8880 \ '
--- LEGAL: ASSRD: Ardito, Sweeney. Stusse, Robertson, & Dupuy, P.C.
\ EDWARD J. SWEENEY, JR. ESQ. \ \
\ 25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02673 \ \
\ PH. 1-508-775-3433 \
\ \ FAX 1-508-790-4778 \ \
c
\ �3 CIVIL ENGINEER: DOWN CAPE ENGINEERING INC.
\ ARNE H. OJALA PE, PLS / DANIEL A. OJALA Err. PLS
939 MAIN STREET YARMOUTHPORT,MA 02675
\\ 1-508-362-4541
FAX PROPOSED SITE PLAN
\ FAX 1-508-362-9880 \
\ SCALE: 1"=20'
\ ARCHITECT: BROWN LINDOUIST FENUCCIO &RICHMOND ARCH. INC.
\ 923 MAIN STREET YARMOUTHPOPT, MA 02675
PH. 1-508-362-8382 20 0 20 40 60 Feet \ FOS
\ \ •" p
\ FAX 1-508-362-2828 ------
\ \ O9LF
\ \ p
LEGEND
PROPOSED SPOT GRADE
PROPOSED CONTOUR
EXISTING SPOT GRADF
EXISTING CONTOUR
WATER GATE
CATCH BASIN
EXISTING MANHOLE COVER
UTILITY POLE
GROUND LIGHT
PROPOSED POLE LIGHT
35' MAX. HT,
FREE STANDING SIGN
GUY WIRE
0' 7 GAS GAI1:
GbEi tEi ED
FEB �1 - 2002,
TOWN OF YARMOUTH
BOARD OF APPEALS
GAS I..INE
_-1A
WATER LINE
U
PROPOSED SHRUB
S II
PROPOSED S' CALIPER
43p e
PARKING/BUFFER TREE
ro ro
U (1)
o
C)
J Q
-
PROPOSED LEACHING TRENCH/PIT
U
If
C
��S
1n1
7ES1 PIT
E-
F-- d
GbEi tEi ED
FEB �1 - 2002,
TOWN OF YARMOUTH
BOARD OF APPEALS
k
ul
I
U
w L
O
w
MM
1+1
Iq \l
ro ro
U (1)
o
C)
J Q
q
U J
Q
U
If
C
��S
0
O
`L
E-
F-- d
k
u
I
INI
h
J
0
O
`L
E-
F-- d
Q
.D
r..
�'"
z O
Q
lu
I
I
�V)
2 3
i2
J
5
1,
0
w
NF- 0- x N
N N
O O
I
� 5
I
� N
F IZ
Y E
z
0
I I
01
1_
¢
W
u
~
Q W
r
-i `(AFi1:10J
I H% S'P A
O
!"1
LJ
In
O
n
Q
_E
ul
ul
L1J
m
J
Q
Y
4
Q)
o
U)
u
01-071
SHEET 1 OF 2
RM 9:0ejj
h
J
0
O
f -•I
E-
F-- d
Q
.D
r..
�'"
z O
Q
o
n 1-1
z
�V)
2 3
Wg�aC4
5
1,
0
w
NF- 0- x N
W
� 5
F IZ
Y E
T*+
G~A
tt
�"cov
�R�)
r
-i `(AFi1:10J
I H% S'P A
01-071
SHEET 1 OF 2
RM 9:0ejj