PLOT PLANOWNER/APPLICANT: LEGEND CONTRACTOR NOTESSAB.8
LANDING, LLC 1. CONTRACTOR SHALL NOTIFY DIG SAFE AT LEAST 72: HOURS PRIOR TO THE START OF CONSTRUCTION..
135 MAIN
STREET, SUITE 5 V' 135 M
MEDE REFERENCE: PROPERTY NNE —153 EXISTING CONTOUR MA 02053 2. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO THE START OF
DEED REFERRECONSTRUCTION. THIS PLAN IS BASED ON FIELD AND RECORD INFORMATION AND. THEREFORE, MAY y)o
BOOK 11580, PAGE 1 EXISTING STONEN
WALL NOTT COMPLETELY DEPICT ALL EXISTING UTILITIES.
SHE SUMMARY YfFyt�� TREE LINE 3. CONTRACTOR SHALL NOTIFY THE OMER AND ENGINEER IMMEDIATELY IF Rau CONDITIONS ARE
ASSESSORS MAP 53 LOT 21 22' EDGE OF BORDERING FOUND TO DIFFER WITH THESE DRAWINGS
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PLAN BOOK 175 PAGE 16 Y VEGETATED WETLANDS 4. THE CONTRACTOR SHALL PROVOE ADEQUATE PROTECTION OF THE ABUTTING AREA AND UDUTIES IN ; ,I
PARCEL AREA - 0.60 ACRES D *l THE CONSTRUCTION OF THIS SITE. REPAIR OF DAMAGED PROPERTY SHALL BE THE RESPONSIBILITY
ZONING DISTRICT. lr TEST PIT OF THE CONTRACTOR AT NO COST TO THE OWNER.
. uu 1 d dam'
SINGLE RESIDENCE A (SRA) PROPOSED TREE S. SHALL. MN
SERVICES SHABE OF THE SIZES INDOIDED AND NTAINED AT A 10zn MWMU�N H11RIi0NTAL
OVERLAY DISTRICT. NONE OFFSET. SANITARY AND DRAIN SERVICES SHALL HAVE A MINIMUM SLOPE OF 2.0
FLOODMINIMUM 180 VERTICAL CLEARANCE AT'ALL SEWER. AND WATER SERVICE CROSSINGS. SEWER SHALL FERC PERCENTAGE
ZONE. ZONE % HY0.* FIRE HYDRANT - PASS UNDER ALL WATER SERVICE CROSSINGS. LOCU' mAp
PERCENTAGE LOT COVERAGE - 13.iR
SETBACKS: ` WG H WATER GATE `- E \ >6 NOT TO $GALE g
MINIMUM PROPOSED
REQUIRED SAHq SEWER MANHOLE
FRONT 50, S0' DMH \ \ \ 1 ' �, S 6 . Hav6 a uxuWc c uiexaow €..
SIDE 20' 38' • DRAIN MANHOLE V ( f - 9'OS'06= W I,IVvb 8,�.
REAR 20' 71' CB CATCH BASIN I PROPOSED �_ t55,0Q '"866.51' f
PARKING PROVIDED:.2 SPACES IN GARAGE W— WATER MAIN.' , \ \ '9. ( ROOF INFILTRAli y S
UTILITIES: MUNICIPAL WATER & SANITARY SEWER \ U SILT FENCE , CHAMBERS
5 SEWER LINE \ \, 1 (TYP,} I I(SEE DETAIL)f I = f 8
�D� DRAINAGE LINE \ ' i = 109� (/ y
�(� PROPOSED CONTOUR ER ZDNE PROPOSED
1D525 1Cb' GOITER f DOWNS9WiS I '/ 2ootw,
PROPOSED SPOT GRADE (TYPICAL) ZOT 7 '\1Q�"'- n
-- GOPROPOSED CELLAR DRAIN 85 I i - U 0 26,333 5.� ` � uric j g
0.60 ACR S �y. _ Om)
1
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CONCRETE SPLASH ,// f'1 '� : PROPOSEb I LOT O \. \\�\ n m
( � V A : o
' fsUeana.Do
/ £ I '. Imf, 106.5) j - / :_ pz m m
/LO1 CJ - II 43'. 1 II CARACl
PROGE
1\
CULTEC ROOF TOP (� I I ROOF INFILTRATION
CHAMBERS f -"C CHAMBERS
1
(.�� ( �5� DETAIL) PROPOSED T� 6--
ROOF DRAIN ?, 9� s --WVAc�ER / 3soo " c9PPER$ }
DOWNSPOUT 11 \�$ ,1 �� '� L=12D.w' ' RIM ,SrA s+ss �IYP.}. �o
OVERFLOW ���� � iP-s R s°za°sT^ RIM,1os6z Z
1 -- 8' INV. IN 9T10 o
NOT TO SCALE \� g EERR 8" INV.OUT 9J 60 a$
\\\ 6 S=2% MqH MWM 595.00' � so
FOR BUILDING PERMITS e % w /tm BENCHIARX. — —+�_ — _ st za E w- �.
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ED
o' 30' 60' 90' / s n. V 6
§2M = z
CULTEC Contactor 1OOHD 1 x52 o a
TYPICAL CROSS SECTION DETAIL 6 50 z o
ROOF DRAIN NOTES: a CL
TP-7 INSPECTION PORT 3/411/2 WASHED MIMED STONE FINISHED GRADE '
O• A SANDY 108.7 U PER ROW) ELEV. 108.5. 1. ROOF .DRAIN REQUIREMENTS PER DARTMOUft BUILDING DEPARTMEM
LOAM W/ACCESB TO GRADE. 4 OZ NON -WOVEN FILTER USING CULTEC Contactor 10OHD STORMWeER CHAMBERS
1OYR3/3- ( �) ORDINARY FABRIC ALL AROUND DWELLING FOOTPRINT: 2,54D SO. FL X (lm/121 211.7: OF
ae x
4'.B 108.4 5 FILL STONE 5. * 211.7 CF/28.81 BE A EMIR 8 UNITS REQUIRED
SANDY `. < g„9
$ S
LOAM 2. AND CLEANED
AND RECI`TWIC SYSTEM MUTT BE INSPECTED
10YR4/8 - AND CLEANED AT LEAST TWICE PER YEAR QJUNE & QECEMBER) xAA
o�
22` C 106.9 - 30
Cl I
m - 3. EXCAVATE ALL UNSUITABLE MATERIAL BELOW INFILTRATOR UNITS
N B9 5 e,&".' AND REPLACE WITH CLEAN, GRANULAR TITEX V SAND. r \
LOAMY v
SAND
u a o e o ELEV.= hiy
105140 8EE
(rrCENTFR EX rENTDH H ? 3
96 1054 REMOVE UNSUITABLE MATERIAL EXCAVATE TO Z SEASONAL HIGH r^9
.METRES 046T REPLACE TWTHITLE
CLEAN BAND :POROUS BASE GROUNDWATER Vl
ELEV 104.9 MEETING:: MATERIAL ELEV 104.9
TTE 5 STANDA
RDS
S
cp
PWI
FlM Na 16-9384
OWNER/APPLICANT: LEGEND CONTRACTOR NOES
SABRINAS LANDING, LLC
135 MAIN STREET, SUITE 5 1. CONTRACTOR SHALL NOTIFY DIG SAFE AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION.
`MEDWAY, MA 02053 PROPERTY UNE
153 MSTING CONTOUR 2. CONTRACTOR SHALL VERIFY THE LOCATION AND B"ATION OF ALL UTILITIES PRIOR TO THE START OF
DEED'REPERENCE: CONSTRUCTION THIS PLAN IS BASED ON FIELD AND RECORD INFORMATION AND, THEREFORE, MAY
BOOK 11580. PAGE 1 EASING STONE WALL NOT COMPLETELY DEPICT ALL EXISTNG .UTILITIES.
wwvrv. MEE UNE
SITE SUMMARY WF#15 WFytfi 3. CONTACTOR SHALL NOTIFY THE OWNER AND ENGINEER IMMEDIATELY IF REM CONDITIONS ARE i tt
FOUND TO DIFFER WITH THESE DRAWINGS.
ASSESSORS MAP 53 LOT 21-22 �� EDCE CE BORDERING
3f V, VEGETATED WETLANDS 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF THE ABUTTING AREA AND UTILITIES IN
PLAN BOOK 175 PAGE 16 O 1 - THE CONSTRUCTION OF THIS SITE. REPAIR OF DAMAGED PROPERTY SHALL BE THE RESPONSIBILITY
AREA
PARCEL - 0.60 ACRES TEST PIT OF THE CONTRACTOR AT NO COST TO THE OWNER
ZONING DISTRICT: uplxruu --,
SINGLE RESIDENCE A ISM) PROPOSED TREE 5. SERVICES SHALL BE OF THE SIZES INDICATED AND MAINTAINED AT A 1OR'MInIMUM HAORIZONTAL '�.c`. T `?
OVERLAY DISTRICT: OFFSET. SANITARY AND DRAIN SERVICES SHALL OO HAVE A MINIMUM SLOPE OF 20
NONE MINIMUM 18" VERMIN- CLEARANCE AT ALL SEWER AND WATER SERWCE CROSSINGS. SEWER SHALL Ai'1
REM FLOODPERCENTAGE
LONE: ZONE X H1D.`9F FlRE HYDRANT PASS UNDER ALL WATER SERVICE CROSSINGS. LOCUS mAp
SETBACKS: WG H WATER GATE. Q
NOT TO SCALE
MINIMUM PROPOSED : -
' REQUIRED SMHO BEER MANHOLE )Iei�
SEEM 20' 50, DMH� DRAW MANHOLE , )\z�d� ' �'' - S §>3'0506xvi6:e uNwx[a uwxaowlp8
REAR 20' 71' CB • CATCH BASIN ` \ 1W I PROPOSED ! 155A0 656.51' /
PARKING PROVIDED: 2 TER &'S GARAGE S WATER MAIN
UNE I o ( FENCE CHAMBERS
i
ROOF W
UTILITIES: MUNICIPAL WATER & SANITARY SEWER \ SILT FENCE c
=D DRAINAGE UNE I yy ^
1g PROPOSED CONTOURI I I 1Ov DUFFER ZONE
PROPOSED SPOT GRADE ®I `
-CD=�= PROPOSED CEL-AR DRAIN 85
1 PAD
SPLASH � qb
qi i LOT 8- ' ' t
CULTEC ROOF. TOP I � 1 I PROPOSED
INFILTRATION I h- ROOF INFILTRATION '
CHAMBERS _ I Ian ItCHAMBERS
-(SfF DETAIL)
ROOF DRAIN��
DOWNSPOUT Js
OVERFLOW
NOT TO SCALE:-
`
FOR PERMITS
FOR BUILDING DEPARTMENT USE
DOWNSPOUTS
(TYPICAL)..
1
1 �
J F
> O D
T0.
I 43' T
I w.rtmso 1 �
^ 1 1
o a�-
L 126 00' T
R 440.00'
'u1°ivmtacu
90'
Immilmi
CULTEC Contactor 10OHD
TYPICAL CROSS SECTION DETAIL
v
TP-7 : INSPECTION PORT 3/4" -11/Z: WASHED CRUSHED STONE
U" SANDY 108J i PER ROW GRADE
�F [-FINISHED
ELEV.1085I;'�'LLOAM W/ACCESS TO GRADE 4 OZ. NON -WOVEN FlIFRER
4= 10YR3/3 108.4 (TMS') ORDINARY FABRIC ALL AROUND
FILL STONE N 5 I I
SANDY .ram
LOAM "R
OM4/6
22" 106.9
LOAMY
SAND
2.5Y5/3
96" 100.4
MOTRES O 46"'
ELEV=1049
REMOVE UNSUITABLE MATERIAL-
REPLACE WITH CLEAN SAND
MEETNGTTLE 5 STANDARDS.
I
ELEV-
105.40 -
Z
SEASONAL HIGI
GROUNDWATER
'ELEV
104.9>
t09
2633 S.F•, -^ ,3i
0.60 ACRES
1
W LOT 6 \
TP-46 %
y
PROPOSED L�1346_
WATER/n
/ ,'
tppP'ER
�
I E
SERVICE p_56'1504"
TkYP) 06
SMH STA 8+55,.E
RIM 1D,6J
8 INV. IN 07.]0
- -
8 INV. 0Ub-9].BO
'S1 24 E
rA j
ROOF DRAIN NOTES:
1.. ROOF [RAIN REQUIREMENTS PER DARTMOUTR BUILDING DEPARTMENT
USING CULTEC Contactor IOOHD STORMWATETR CHAMBERS
DWELUNG FOOTPRINT: 2,540 SQ. FT. X (1'/JIQ)) 211A OF
211.7 Cf/28.81 OF PER UINIT = 8 UNITS REQUIRE[
2. DOWNSPOUTS AND RECHARGE SYSTEM MUST WE INSPECTED
AND CLEANED AT LEAST TWICEPERYEAR (JU)NE & DECEMBER).
3. EXCAVATE ALL UNSUITABLE MATERIAL BELOW INFILTRATOR UNITS
AND REPLACE WITH CLEAN, GRANULAR TIRE VI SAND.
i'J- so
W! �.
RESIUfNTMI ❑ POasal
925.00 APPLL""ON ME L9 N0
:"PARLE
DARTMOUTH BUILDING DEPARTMENT
400 SIW hn Roatl, P.O. Box 99399
DaMwuth, MA 02747
Phone 5O&910-1020 Fax 501
BUILDING PERMIT NUMBER qz33
DATE:
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❑ CONSTRUCTION PLANS ❑ SITE PLAN ❑ ENERGY REPORT
7c,s1/ 6�y 321-6765'- 1
MEMORANDUM
To, File
From Marcl. Garrett, Conservation Officer OW
Subject:
Building
Slgnoff—SabrinYS
Way
LotMap 53,
Lot 21-22j
Date'.
May 15,
2019
This signaff is contingent on no work affecting the Limited Buffer Zone are in the northwest corner of
the site.
Any earthwork within 100'of the delineated wetland requires authorization from the Conservation
Commission, and shall require filing a Request for Determination of ApplicablLtylnthlscase
-