SITE PLAN:: RECEIVED
LEGEND 2617APR 6 AML:01
S3 7veyeFo 14
—� PROPERTY LINE PLAT 50/1_0T 5 4
86 EXISTING CONTOUR - - - PLAT 50/LOT 5-5
i
® PROPOSED CONTOUR
5fA1 SEWER FORCE MAIN
SS 1 1/4 SEWER SERVICE o —' pQ_ - — GO WESTPORiP
W/E-ONE VALVE " p(T
W — 8" WATER MAIN 9y /T G CpyC ST SITE
\ B3
W6 1 IYPEK WATER SERVICE " °p11H 3 05 p �° c. lP OMH 4
00H : HYDRANT o o
CB CATCH BASIN
OMH DRAIN MANHOLE I •DMH 5 sy
HITD DRAIN PIPE — _ LOCUS
CD CELLAR DRAIN ff I
SC/ALE 1" 2000' t
E/i/C UNDERGROUND ELECTRIC, id \
TELEPHONE & CABLE N UTILITIES
,HH HAND HOLE
—RD 4' PVC ROOF DRAIN I 1 NS �/� ABENCHMARK
STREET TREE
E-ONE
GRINDER
PUMP BITUMINOUS CONCRETE DRIVEWAY
I II BUIL OEP@ TMENTS NOTES:
/m RIVERSIDE WOODS CORD SUBDIVISION WT RENSED 1/11/I1
PLAT 50AOT 5 11 - I PLAT 50/LOT 5-9 ZONING DITRI T. SIN ZONERESIDENCE B
AQUIFER
/ 8 ' // F�'CO FIRM ZONE % MAP #25005CO388F DATED ]/]/09
+ GAGE SPECIAL PERMIT (CORD ZONING BY TAWS, SEC➢ON 6).
2 PROPOSED
ROP L` OO o p // -�I DATED.11/TxjUO AMENDED 2/8/11
^hry BSTppEBBHOUSE _ / - lI °' / 1 REQUIRED (MIN) PROPOSED
A• AREA 35;OCd SF--i'92]6 OF
URAND AIREA 35.000 SF 39276 OF
87.5\ R MNT,B >5 0 /n / I HOUSE #16 I FRONTAGE - 90 FEET 10391 FEET
J FRONT YAED 40 FEET 85 DEEP
/ OECK 1 II'V al// E L SIDE YARD1 10 FEE24 FEET
DRIVEWAY SEINACK 5 FEET
10 FEET
�'-- REQUIRED DNVX PROPOSED
87.5 35 : IMPERVIOUS LOT COVERAGE 25% 133%
COVENANT REQUIREMENTS NONE
SIRUJCTURE HEIGHT. 35 FT MAXIMUM
CONTACTOR CHAMBERS
PIPE INV. 84:
SEE DETAIL ON CONSTRUCTION
r PLAN OF RIVERSIDE WOOD T
' JII/ SITE PLAN °°°x
(SHEETS 4 ffi 5 R
DRAINAGE CASEMENT
DRAWN FOR4¢T u a ai,�„
MIGUEL & DARLNE SOARES Ovil PLAT 50, LOT 5-10 �I2912
197.89 �h II (SUBDIVISION 'LOT 8)
DARTMOUTH, MAS'SACHUSETfS
PLAT 50/LOT 5 2 `° / oJ SCALE: 1 °=30' DATE: EEBRUARY 29, 2012
DRAWN BY,'
Boucher & 7Heureux, ' Inc.
CIVIL ENGINEERS / \ 'LAND SURVEYORS
30 0 15 30 60 :IMPORTANT NOTE: 648 AMERICAN LEGION "HIGHWAY, SUITE. ONE
BENCHMARK: THE INSTALLATION OF: THE CONTACTOR INFILTRATION WESTPORT, MASSACHUISEFTS 02790
'CHAMBERS FOR THE ROOF DRAINS SHALL BE PHOTO tel. (508)`636 5905 —YQX; (508) 636 2477
SCALE IN FEET.' TOP OF SURVEY HUB YDOCUMENTED AND/OR INSPECTED BY THE DPW COPYRIGHT® 2011 BOUCHEfQ & HEUREU%,: INC ELEVATION 85.79 (ASSUMED DATUM) ENGINEERING DEPARTMENT.
FILE 2055-01 ewq
_ RECEI4ED
rD-
LEGEND 24APR -6 A9H:01 yF
o
P
PROPERTY5-4
gp i 4'TOB4^�O 140
LINE p 5 G
I
�— PLAT'50/LOT 5 4
$6 EXISTING CONTOUR — — _ PLAT 50/LOT 5-5 6
---la---- PROPOSED CONTOUR
SFM11 SEWER FORCE MAIN
e — _
2 SERVI
CE
ICE
W/E—ONE VALVE
W'— 8" WATER MAIN ax, C :. E �'��
—
—WS— 1 CB 3 TYPE K WATER SERVICE \ �. -
�DMH 3 D �eDNH 4 % (pP
ON HYDRANT 8? LP KYLE
CB CATCH BASIN W 636
B4
DMH - DRAIN MANHOLE sI �' E))TC &,
HH eOMH 6q
C GRAIN PIPE
�Q 6z.,9' 2 -
CO
CELLAR GRAIN : LOCUS
—E/i/C TELEPHONE
& ELECTRIC, ds SCIALE 1 2000 t
TELEPHONE & CABLE N UTILITIES
iHH HAND HOLE /
i
RD— 4" PVC ft00F DRAIN ABENCHMARK
STREET TREE ' I
E-ONE � GRINDER
(PUMP / / BITUMINOUS CONCRETE DRIVEVIAY --
//: BUILDING DEPVWBDG NOTE4 {
PLAT 50/LOT 5 11 I ?q ull /�: RIVERSIDE WOODS CORD SUBDIVISION, DET REVISED 1/11/I1
�0 ZONING DIB PICT SINGE RESIDENCE B
/ 87.5 PLAT 50/LOT 5 9
/ CO AQUIFER ZOIR ZONE ZONE 2
_ # O GARAGE / -09
ZONE
PERb�R (OSM), ZONING UWSMAP #25005CO3ME DATED
N BY SECTION SPECIAL6)
�l ¢ PROPO 1, I p l/ r — DATED L/ii6/10 AMENDED 2/8/11
BSMNTE80?ODTo Gsf m ( LOT AREARE34UI000 SMIN _ : PROPOSED
UPIAND Ma 35000 SF .. 39,276 SF
/ 8]. \ RD 5 r /M I HOUSE #16 FROWACE 90 FEET '10391 FEET
FRONTYA(RD 40 FEET 85 FEET
/ OEOK�r7 /No ORIVEWAT!1FEET SERACK 5 10 FEET
/ ET 24 FEEL
L REQUIRED (MAX) PROPOSED
87.5, 45' IMPORAOUS LOT COVERAGE 25% 133%
COVENANT REAAUIREMENTS NONE
OVERALL SiRUTCNRE HEIGHT. 35 FT MAXIMUM
CONTACTOR CHAMBERS :. 9 —1w„
PIPE NV. 84t9
SEE DETAIL CONSTRUCTION
PLANRf OF RIVERSIDE W000 P R II
/ (SHEETS 4 & 5) I f}'" { N[ue n
TON OF DAR1r.A0HpH SITE PLAN
CRNuacE EASEMENT //// RECOM PLAN DRAWN FOR
ACopy st e Endorsed
UA
RIeDkMtCKept0. zO MIGUEL° & DARLENE SOARES ZI'AI'Z
P DO DOns'rl.c8on
197.89' / // DztApR t 1 9nty PLAT 50, LOT 5-10
I _ (SUBDIVISION [LOT 8)
DARTMOUTH, MASSACHUSETTS
PLAT 50/LOT 5 2 SCALE: 1 "-30' DATE: FEBRUARY 29, 2012
� �� a
I
DRAWN Or
Boucher & 7HeUreux Inc.
CIVIL ENGINEERS / \ ILAND SURVEYORS
30 0 15 30 60 IMPORTANT NOTE: `. 648 AMERICAN LEGION HIGHWAY, SUITE ONE
—{ BENCHMARK. THE INSTALLATION OF THE CONTACTOR INFILTRATION WESTPORT, MASSACHUSETTS 02790
.aa TOP OF SURVEY HUB CHAMBERS FOR THE ROOF DRAINS SHALL BE PHOTO tel. (508) 636 5905 fox. (508) 636-2477
SCALE IN FEET DOCUMENTED AND INSPECTED BY THE DPW
ELEVATION SURVEY
COPYRIGHT® 2011 BOUCHER & HEUREUX, INC
(ASSUMED DATUM): ENGINEERING DEPARTMENT.
FILE 2055 Oi dwg
i