HomeMy WebLinkAbout37.145 - Site Plan Sheet 8/15/02SFPTIC SYSTEM_DESIGN DATA
/
,
BENCHMARK: CENTER OF CATCH /
BASIN ELEV. = 14.86 NGVD29 /
/
SITE PLAN REVIEW DATA
ASSESSORS MAP 37 PCL 145
(OLD MAP 31 PCL G25)
81 ZONING DISTRICT REQUIRED EXISTING PROPOSED DEED REFERENCE: DB 10851 PAGE 293
PROPOSED SPOT GRADE
SEPTIC TANK:
25,807 SF
25,807 SF
SF (75 GPD/1000 SF) =
204
GPD
555 GPD'2007,= 1110
GAL.
REQ. : USE 1500 GAL H-20 SEPTIC" TANK
OFFICE USE: 2725
RETAIL USE: 1625 SF ( 50 GPD/1000 SF)
91
GPD
LEACHING: USE 29'.X
26'
LEACHING FIELD= 754 SF
'I A
295
GPD
CAPACITY: 754 SF
(.74
GPD/SF) = 558 GPD> 555 GPD. O.K.
USE 555 GPD DESIGN FLOW FOR 1.88 FACTOR
OF SAFETY
i.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
- NO GARBAGE GRINDERS
ALLOWED.
N
_.-orf
R-25 SETBACKS: 30' FRONT, 15' SIDE, 20' REAR
/
,
BENCHMARK: CENTER OF CATCH /
BASIN ELEV. = 14.86 NGVD29 /
/
SITE PLAN REVIEW DATA
ASSESSORS MAP 37 PCL 145
(OLD MAP 31 PCL G25)
81 ZONING DISTRICT REQUIRED EXISTING PROPOSED DEED REFERENCE: DB 10851 PAGE 293
RD
Rt. 28LOCUS
RT
?B
7
LOCUS MAP
SCALE I" = 2083'
TO BE INSTALLED i
(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 REO. +,4.n, / �� 15'R EXISTING TREES OF AT LEAST 4' CALIPER {'IAT EXIST IN BUFFER ZONES SHALL BE
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. O� 5.93 RETAINED. IF SUCH TREES DO NOT EXIST, 3 CALIPER TREES SHALL BE PLANTED AT
�' INTERVALS OF: AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS. G6�k'�. +,5.55
/jl!i s Ov
\ . .. .
OR NEIGHBORING PREMISES.
-' / 4' WIDE 5' HIGH
\ 13. PROPOSED BUILDING TO HAVE SPRINKLER FIRE SUPPRESSION SYSTEM INSTALLED. DENSE EVERG EEll�o)
14. CONTRACTOR TO VERIFY GRADES, INVERTS, ELEVATIONS AND SITE CONDITIONS PRIOR TO / / HEDGE gyp,• 7S - qi§°' STOC
6
COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION s ,�•3 PAVED
,�h• F WASHED STONE FRENCH DFAIN
OF THE DESIGN ENGINEER IMMED5 SOIL REMOVAL %N IATEL"Y:' / LIMIT SEE NOTE `�� DRIVE '`� ALONG DRIP EDGE NP.
C \NIP,�h• F 15. / �.\v5 "LOADING 'I'pS
/ C� N 15. NOTE THAT THE INSTALLATION Of THE SEPTIC SYSTEM REQUIRES REMOVAL OF UNSUITABLE SO LS ! / / r
THE UNSUITABLE SOILS SHALL BE REMOVED FROM UNDER AND FOR 5' LATERALLY AROUND TH 1h'00000
\ ` \ PROPOSED LEACHING FIELD. ANY SOIL FOUND TO BE CONTAMINATED FROM PRIOR SYSTEMS SHALL? �C - / �' / d { +15 84
b• 7
) BE REMOVED AS WELL. THE REPLACEMENT SAND SHALL MEET 310CMR 15.223(3). /1p�4,� / ' i `O 0� G" 24 - R8
�6 REMOVAL FOR DRAINAGE STRUCTURES SHALL BE THE SAME AS FOR THE SEPTIC SYSTEM. ,. /
��VLF`,�� 23 so
t
ti/
/ro EXISTING SEPTIC C \ \1 < Q. \ PROPOSED BUILD? OG,
-31
LEACHING THIS AREA \ BL, /� P��o� y¢.?O� 1 / ' 8 n. �� 1381 SF Cpiy
C0iiSl 1.5 STORY
7g
0, 00. SLAB
T t+%/ �� �' ,' / 7 / +)5,68 h0� 49C l
36e ,.
EXISTING SS EXISTING GREASE TRAP" N \\ p�O�.o // O� ,s:;• ®` l/ ) 5.T 6/ / J 6�0 / /' 10 IT ry"i+6 J). n OE
PAVED ) jam`
PARKING
TEP \
// \I
� \ \ � \C'eq �`• :41� "3q✓�� � /,-.z,Y:._.- /` � +,s.9S;l -' NEW 1500 r
/ 0
EXISTI1 RAISED C CRETE PLANTER `\ //� \ h \ \\y/lF i QD' ,/ f°`-� 4GAL H2O S(T
kr tea" /
G OVERE \ p \`
�Q.. /' / /v $, x,
O�(���
it, LOADING
)007 RESERV
/ EXISTING PUMP CHAMBER `p 6 O hP�G �" ? E s1p"
iOCOS �a � � S f � /
13
OT SIZE: 25,807 Ft' (0.59 AC.t) / // \ iso e �\ ,� / 2 T j E ,25,807 SFt (0.
RE-ROUII GAS & OTHER
UTILITIES AS REQUIRED
,so
REMOVE
'f { LOADING
% DOCK
PROP.
\
0 „ . ) >•
501
' / o,• "6R' \ ) rn / ,PROPOSED - _. h ..�
/ � ,'' GAS \ - -\„\' � S) _ ,nez
METER W -1651 \ ' v '4` .1 ,' PAVED '.'' t Q / ,'' 4Jr
' // m \ STREET C PARKING / ,! REMOVE PAVEMENT AND
ANTER / c / EXISTING , o WASHED STONE FRENCH
F�V,��_Slr,r;: // o �.___ y DRAINS ALONG GRIP EDGE
1 \ \ .' / /O0• EXISTING // oc,� \ qs <i s ,6 } L,•' '°' s <Q �e'e z. /•; BUILDING �' ~
.j PLANTER , >V•y ' III ^!NO >i' ;� 4:^ - ' •• .. ., ';. e�. D BUILDING PROPOSED.
5018 SF \ CP -IIYe. (- r.;GUY
h.• \� t 1 / ' - .- r.01 R .r.. v.
F B,
_._. _. \ \ \\ \ \\�OpCppA,q ' ,' ,. \?O \• \C,.� \ \\\C° NFTQ�\Ck C//O�It.F¢ rn . t4 ,'°BAWCACF\ // p p �\ \ �F �(C •, �\ R, \��, F +�#�-j, ,".` ,6*00�R' O7 g \4B0 sa '\qC �1<7/ /T � 4
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Top
WIRE
ELEGUY
a" TOP FOUND WIRE SILL
ELEV,- 1869' 78
SILL RST FLOOR
ELEV 18 78' (Cf�Ry EL.
FIRST FLOOR
CUT &MATCH C&
GRANITE. INSTALL F'. P3
p V 6' TAPERED SECTION
+n n, � -is.]Y 251 /�`• // ! j
-/.>, \ 4 cope p \ // �� // e, ?s ? p p �4p, , +'6 5, 1 l %/ SON.
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p® \ S/O O ,tom F5 STATIONING \ /%qC •' i,.
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p \
p \
4. \
p L9
F'Xi(ZTINIrZ rOW)ITinNq PI AN ® \
01-071
SCALE: 1"=20'
20 0 20 40 60
p .. 1602+
APPLICANT/OWNER: TAYLOR REALTY TRUST \ \
204 ROUTE -28 pp
WEST YARMOUTH, MA 02673 \
- CONTACT: MEHDI HOSSEINI pp \
PH. 508-790-8880 \
p
LEGAL: ASSRD: Ardito, Sweeney, Stusse, Robertson, & Dupuy, P.C. p
EDWARD J. SWEENEY, JR. ESQ. p
25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02673 \\
PH. 1-508-775-3433
FAX 1-508-790-4778 p
p
CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. p
ARNE H. OJALA PE, PLS / DANIEL A. OJALA EIT, PLS p
939 MAIN STREET YARMOUTHPORT,MA 02675 Ogo
PH. 1-508-362-4541
FAX 1-508-362-9880
ARCHITECT: BROWN LINDQUIST FENUCCIO & RICHMOND ARCH. INC.
923 MAIN STREET YARMOUTHPORT, MA 02675
PH. 1-508-362-8382
FAX 1-508-362-2828
Ulu ZED SITE PLAN
SCALE: 1"-20'
20 0 20 40 60 Feet
LEGEND
/sg
PROPOSED SPOT GRADE
SIZE 25.000 SF
25,807 SF
25,807 SF
�6\
ADDRESS: 204, 208, 210 RT. 28 WEST YARMOUTH
s
3O�
GENERAL NOTES:
}'
FRONTAGE 150• 186,16
FR
& 164.99'
186.16 & 164.99'
OEXISTING
ZONING DISTRICT: H1/R-25 (NOT IN GRCJNDVrA7ER OVERLAY DISTRICT)
00
UTILITY POLE
'I A
GROUND LIGHT
FRONT SETBACK 30'
30.5'
11.7'
30.5'
11.7'
35' MAX. HT.
Bl SETBACKS: 30' FRONT, 25' SIDE, 20 REAR
FREE STANDING SIGN
i.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
SIDE SETBACK - 25'
REAR SETBACK 20'
N/A
N
_.-orf
R-25 SETBACKS: 30' FRONT, 15' SIDE, 20' REAR
PROPOSED SHRUB
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
PROPOSED 3" CALIPER
BUILDING' COVERAGE 257 MAX
I ______J2
U
MAX BUILDING COVERAGE 252 -
PROPOSED LEACHING TRENCH/PIT
CONTRACTOR SHALL MANE THE REQUIRED 72 HOUR NOT TO DIG SAFE
\
PE VERAGE 0.
84. °l
3
623
0
F --
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
V
Q
MAX IMPERVIOUS COVERAGE: 707.
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
R-25 ZONING DISTRICT REQUIRED
EXISTING
PROPOSED
FLOODZONE: B & C (YAR. PANEL 5 7/2/92 )
2.
ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
FRONT SETBACK 30'
37.7'
37.7'
EXISTING USE: RETAIL / OFFICE
z
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
SIDE SETBACK 15'
3.8'
14,6'/16.1'
PROPOSED USE: RETAIL / OFFICE
0
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
0
REAR SETBACK 20'
N/A
N/A
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
TO 310 CMR 15.00 TITLE 5.
-
IAT SIZE: 25,807 SFt 10.59 AC.f)
�
Q
ALL SEPTIC WORK AND MATERIALS TO CONFORM
n
807
EXISTING Bull -COVERAGE: 5138 SF / 25;807 SF
19.9'
.9%
AND YARMOUTH HEALTH REGULATIONS.
PROPOSED BUILDING COVERAGE: 6414
SF / SF
=
-
3.
VERTICAL DATUM IS NGV029 FROM F.I.R.M. BENCHMARKS
EXISTING BUILDING HEIGHT: 23'1-'-
PARKING CALCULATIONS:
Ld
PROPOSE? ADDITION HEIGHT: 29'1
4.
TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 6/01
o
1825 SF RETAIL (t/210) 8.69 SPACES
Q
EXISTING
BUILDING: 1775 SF OFFICE (1/200) 8.87 SPACES
5.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H2O UNLESS NOTED.
-
1418 SF RETAIL STORAGE (1/2100) 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.
/
+A' W BUILDING: 500 SF 2ND STORY PRIVATE OFFICE (1/2)0) = 2.50 SPACES
500 SF 2ND STORY RETAIL STORAGE (1/2100) = 0.24 SPACES
i /�,
b,I�y
7.
ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES IN
/
95 SF IST FLOOR RETAIL STORAGE 1 21)0)- = 0.44 SPAC
���///
BUFFER STRIPS AS REQUIRED TO ENSURE RUNOFF IS RETAINED.
/
.
450 SF IST FLOOR OFFICE (1/200) 2..6 SPA
ALTERNATE ROOF DRAINAGE SYSTEM FOR REAR OF EXISTING BUILDING MAY BE
......
/
TOTAL REQUIRED = 23.67 SPACES
REQUIRED IF BASEMENT TO BE UTILIZED IN FUTURE.
8.
6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.
BENCHMARK: CENTER OF CATCH
/ /
/
SPACES PROVIDED - 24 INCL. 2 IN GARAGE -
HCP SPACE REO. 2 HCP. PROVIDED (INCL. VAN
SPACE)
9.
WATER SERVICE APPROXIMATE AS SHOWN. GAS AND CABLE UTILITIES
TO THE PROPOSED BUILDING APPROXIMATELY AS SHOWN
BASIN ELEV. = 14.86' NGVD29 /
/
/
/
521 CMR23.2.1 - 1
TREE CALCULATION: 24 (1/8) 3 TREES REQ. 3 TREES PROVIDED.
RD
Rt. 28LOCUS
RT
?B
7
LOCUS MAP
SCALE I" = 2083'
TO BE INSTALLED i
(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 REO. +,4.n, / �� 15'R EXISTING TREES OF AT LEAST 4' CALIPER {'IAT EXIST IN BUFFER ZONES SHALL BE
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. O� 5.93 RETAINED. IF SUCH TREES DO NOT EXIST, 3 CALIPER TREES SHALL BE PLANTED AT
�' INTERVALS OF: AT MOST 20' (301.4.4) (TYP. ALL PARKING BUFFERS)
12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS. G6�k'�. +,5.55
/jl!i s Ov
\ . .. .
OR NEIGHBORING PREMISES.
-' / 4' WIDE 5' HIGH
\ 13. PROPOSED BUILDING TO HAVE SPRINKLER FIRE SUPPRESSION SYSTEM INSTALLED. DENSE EVERG EEll�o)
14. CONTRACTOR TO VERIFY GRADES, INVERTS, ELEVATIONS AND SITE CONDITIONS PRIOR TO / / HEDGE gyp,• 7S - qi§°' STOC
6
COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION s ,�•3 PAVED
,�h• F WASHED STONE FRENCH DFAIN
OF THE DESIGN ENGINEER IMMED5 SOIL REMOVAL %N IATEL"Y:' / LIMIT SEE NOTE `�� DRIVE '`� ALONG DRIP EDGE NP.
C \NIP,�h• F 15. / �.\v5 "LOADING 'I'pS
/ C� N 15. NOTE THAT THE INSTALLATION Of THE SEPTIC SYSTEM REQUIRES REMOVAL OF UNSUITABLE SO LS ! / / r
THE UNSUITABLE SOILS SHALL BE REMOVED FROM UNDER AND FOR 5' LATERALLY AROUND TH 1h'00000
\ ` \ PROPOSED LEACHING FIELD. ANY SOIL FOUND TO BE CONTAMINATED FROM PRIOR SYSTEMS SHALL? �C - / �' / d { +15 84
b• 7
) BE REMOVED AS WELL. THE REPLACEMENT SAND SHALL MEET 310CMR 15.223(3). /1p�4,� / ' i `O 0� G" 24 - R8
�6 REMOVAL FOR DRAINAGE STRUCTURES SHALL BE THE SAME AS FOR THE SEPTIC SYSTEM. ,. /
��VLF`,�� 23 so
t
ti/
/ro EXISTING SEPTIC C \ \1 < Q. \ PROPOSED BUILD? OG,
-31
LEACHING THIS AREA \ BL, /� P��o� y¢.?O� 1 / ' 8 n. �� 1381 SF Cpiy
C0iiSl 1.5 STORY
7g
0, 00. SLAB
T t+%/ �� �' ,' / 7 / +)5,68 h0� 49C l
36e ,.
EXISTING SS EXISTING GREASE TRAP" N \\ p�O�.o // O� ,s:;• ®` l/ ) 5.T 6/ / J 6�0 / /' 10 IT ry"i+6 J). n OE
PAVED ) jam`
PARKING
TEP \
// \I
� \ \ � \C'eq �`• :41� "3q✓�� � /,-.z,Y:._.- /` � +,s.9S;l -' NEW 1500 r
/ 0
EXISTI1 RAISED C CRETE PLANTER `\ //� \ h \ \\y/lF i QD' ,/ f°`-� 4GAL H2O S(T
kr tea" /
G OVERE \ p \`
�Q.. /' / /v $, x,
O�(���
it, LOADING
)007 RESERV
/ EXISTING PUMP CHAMBER `p 6 O hP�G �" ? E s1p"
iOCOS �a � � S f � /
13
OT SIZE: 25,807 Ft' (0.59 AC.t) / // \ iso e �\ ,� / 2 T j E ,25,807 SFt (0.
RE-ROUII GAS & OTHER
UTILITIES AS REQUIRED
,so
REMOVE
'f { LOADING
% DOCK
PROP.
\
0 „ . ) >•
501
' / o,• "6R' \ ) rn / ,PROPOSED - _. h ..�
/ � ,'' GAS \ - -\„\' � S) _ ,nez
METER W -1651 \ ' v '4` .1 ,' PAVED '.'' t Q / ,'' 4Jr
' // m \ STREET C PARKING / ,! REMOVE PAVEMENT AND
ANTER / c / EXISTING , o WASHED STONE FRENCH
F�V,��_Slr,r;: // o �.___ y DRAINS ALONG GRIP EDGE
1 \ \ .' / /O0• EXISTING // oc,� \ qs <i s ,6 } L,•' '°' s <Q �e'e z. /•; BUILDING �' ~
.j PLANTER , >V•y ' III ^!NO >i' ;� 4:^ - ' •• .. ., ';. e�. D BUILDING PROPOSED.
5018 SF \ CP -IIYe. (- r.;GUY
h.• \� t 1 / ' - .- r.01 R .r.. v.
F B,
_._. _. \ \ \\ \ \\�OpCppA,q ' ,' ,. \?O \• \C,.� \ \\\C° NFTQ�\Ck C//O�It.F¢ rn . t4 ,'°BAWCACF\ // p p �\ \ �F �(C •, �\ R, \��, F +�#�-j, ,".` ,6*00�R' O7 g \4B0 sa '\qC �1<7/ /T � 4
mc„
?z
, -,��I•,_j
Top
WIRE
ELEGUY
a" TOP FOUND WIRE SILL
ELEV,- 1869' 78
SILL RST FLOOR
ELEV 18 78' (Cf�Ry EL.
FIRST FLOOR
CUT &MATCH C&
GRANITE. INSTALL F'. P3
p V 6' TAPERED SECTION
+n n, � -is.]Y 251 /�`• // ! j
-/.>, \ 4 cope p \ // �� // e, ?s ? p p �4p, , +'6 5, 1 l %/ SON.
\\ Q g \ �+ . 0,1, !9e5.41 / N
0/COT \ �/y/Oy\\\ sT6.,\\ Sia• / �CONd
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\1: 12 TAPER
\\ END 5-11-11ECTIO
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q�: p `100:lb �' BASELINE \ \ S/OC.
p® \ S/O O ,tom F5 STATIONING \ /%qC •' i,.
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,',
p \
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4. \
p L9
F'Xi(ZTINIrZ rOW)ITinNq PI AN ® \
01-071
SCALE: 1"=20'
20 0 20 40 60
p .. 1602+
APPLICANT/OWNER: TAYLOR REALTY TRUST \ \
204 ROUTE -28 pp
WEST YARMOUTH, MA 02673 \
- CONTACT: MEHDI HOSSEINI pp \
PH. 508-790-8880 \
p
LEGAL: ASSRD: Ardito, Sweeney, Stusse, Robertson, & Dupuy, P.C. p
EDWARD J. SWEENEY, JR. ESQ. p
25 MID TECH DRIVE SUITE C WEST YARMOUTH, MA 02673 \\
PH. 1-508-775-3433
FAX 1-508-790-4778 p
p
CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. p
ARNE H. OJALA PE, PLS / DANIEL A. OJALA EIT, PLS p
939 MAIN STREET YARMOUTHPORT,MA 02675 Ogo
PH. 1-508-362-4541
FAX 1-508-362-9880
ARCHITECT: BROWN LINDQUIST FENUCCIO & RICHMOND ARCH. INC.
923 MAIN STREET YARMOUTHPORT, MA 02675
PH. 1-508-362-8382
FAX 1-508-362-2828
Ulu ZED SITE PLAN
SCALE: 1"-20'
20 0 20 40 60 Feet
LEGEND
/sg
PROPOSED SPOT GRADE
PROPOSED CONTOUR
+15.ol
EXISTING SPOT GRADE
�6\
EXISTING CONTOUR
s
3O�
WATER GATE
I
u
OCATCH
BASIN
OEXISTING
MANHOLE COVER
00
UTILITY POLE
'I A
GROUND LIGHT
Ij
PROPOSED POLE LIGHT
Z
O
35' MAX. HT.
[
FREE STANDING SIGN
i
GUY WIRE
G-
GAS LINE
_.-orf
WATER LINE..
PROPOSED SHRUB
PROPOSED 3" CALIPER
PARKING/BUFFER TREE
U
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PROPOSED LEACHING TRENCH/PIT
z
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