HomeMy WebLinkAboutPlans - 110 SUTTON STREET 3/6/2013 NORTH ANDOVER
RIVERFRONT AREA CALCULATIONS:
1. RIVERFRONr AREA ON SITE: 35,204 Sr
2, MAXIMUM ALLOWED ALTERATION:5,000 SF OR [Or. OF RA ON SITE=3,520 SF, USE 5,000 SF
5. RIVERFRONr AREA WITHIN too'or Sr
RIVER eA
4. PROPOSED ALTERATION OF NON-DEGRADED RIVERFRONr AREA:-------5,0O0 SF(MAX, ALLOIVED) LOCUS
N, 5. EXISTING DEGRADED AREA WITHIN too'OF BANK. 406 ST
RIMACK
MER -v, OED AREA WITHIN too'OF BANK: ______6,750 SF(for REDUCTION)
6. PROPOSED DEGRADED vt
�N
-DEGRADED RtvERFRoNr AREA IN PRE-AND PO5r-OEVCLOPA(ENr CONDITIONS INCLUDES PAVEMENT,
\\ \\ \ \..: �" '---"wv-A '° 1B_--''� �\
PROP., 'SLOPE BUILDINGS AND AREAS REINFORCED WITH STONE FOR FLOOD PROTECTION. (AREAS DEVOID OF TOPSOIL IN
. "
FIG.
ACCORDANCE WITH StO CUR 10.59(5)
--VEGETATED BUFFER TO RIVER WILL WIDEN BY 7±AS A RESULT OF REMOVING PAVEMENT.
COMPENSATORY FLOOD STORAGE CALCULATION:
FLOW DIRECTION
(TYP.) cur
FILL LOCUS MAP N.T.S.
ELEVATION AREA VOLUME VOLUME AREA ELEVATION NOTES:
22 86 Sr 170 sr 22 FIELD SURVEY PERFORMED:AUG. 8, 2011 FHRU AUG. 3, 20(2
1'0'50± S.F. OF 78 CF 65 Cr I. THIS PLAN IS PREPARED FOR OUR CLIENT USE ONLY FOR THE SPECIFIC
COMPENSATORY FLOOD APAVEM�T TO PURPOSE OF OBTAINING PERMITS AND LOCAL APPROVALS, AND tS NOT TO
BE RE) 25 68 SF 0 Sr 25 USED SEO OR RELIED UPON AS A comsmucrm oocumair OR ANY
STORAGE AREA(T)?) 88 cr 242 Cr E
1,py PROP,SEDIMENT 24 109 Sr 464 SF 24 OTHER USE or OTHERS wirHour THE WRITTEN CONSENT Or OGn
FOREBAY
143 CF 429 cr 2. THE VERTICAL oArum SHOWN HEREON IS NGV029 AS DERIVED FROM
25
25 176 Sr 336 cr 722 CF 374 Sr CORPSCON CONVERTED RHK CPS SURVEY'DATA.
26 495 SF 506 CF f,372 CF' 1,070 Sr 26
J. THE SUBJECT PROPERTY 15 SITUATED BY BOTH ZONE AE AND ZONE X AS
SHOWN ON FEMA-FfRH FLOOD PANEL 1250098-OOOJC EFFECTIVE DATE
6-2-95. THE FLOOD LINE OF WHICH HAS BEEN DEPtCFF0 HEREON BY
/ \ wF5 q,"•,. \�,, f pq �i,,,, ,�a.,- jj IQ ri eke -- - \ 27 517 SF 541 CF f,573 CF 1,675 SF 27
EXISTING LIGHT POLE TO 1
BE RELOCATED N 28 164 Sr 1,354 SF 28 ELEVATION(35).
0 ISO CF 677 CF
29 135 SF 0 SF 29 4. WETLAND DELINEAT70N AND DETERMINATION OF MEAN HIGH WATER
LIES -01 G) FLAGGED IN THE FIELD BY HUGHES ENVIRONMENTAL
5y NET FILL: 1,641 CF NET cur.* 5,040 cr
5. CONTRACTOR TO VERIFY PIPE ELEVATIONS AND LOCATIONS WITHIN THE
I :VOLUMES ESTIMATED IN I'INCREMENTS BETWEEN EL. 22 TO 29. DRAINAGE IMPROVEMENT AREA.
// /I I I V, 1�/ �' - ?"', '\ PROF'1'11 T \-� \
It EN I DO NOT '100 YEAR FLOOD ELEVATION 33 NOVO 1929.
SIGN
OWNERS REFERENCES:
EXISTING PAVED SWALE I
(TO BE REMOVED) I 1 11 --Y, OWNER.-KLc REALTY TRUST, ROBERT C. CARBERRY, TRUSTEE
S.F.OF PAVEMENT REMOVAL) Y, \NP I
(180 -e- 10 LOCUS ADDRESS: ffO SUTTON STREET, NORTH ANDOVER
1 0 V'S PARCEL.4SZ(01017.0.0009
0 ZONING
ASSESSOR'S DISTRICT. GENERAL BUSINESS
PROP.
'7 GENERAL CONSTRUCTION tIQ
SEDIMENT
FOREBAY WA 0 Wa, W Cry I. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE RECORD REFERENCES
J LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND 0 \ ° \ pr '� \ STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS I. ESSE--C
DEED BK 4270 PG 30
0 0- OF mmous uT7 try COMPANIES AND WHERE POSSIBLE,
p TAKEN IN THE FIELD. THIS INFORMATION 15 Nor TO PLAN NO. 163S
0
MEASUREMENTS
BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF
ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED LEGEND po 99yr L IN THE FIELD BY THE CONTRACTOR PRIOR to THE START or
-WLC'I'RfA y CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE APPROPRIATE DMH DRAIN MANHOLE
I / I ."" UTILITY COMPANY, AND GOVERNING PERAarrING AUFFORITY. AND FF FIRST FLOOR
EE,L C, 1 34 6 "Of SAFE"AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK INV. INVERT
\ .j" To REQUEST ,Acr FIELD LOCATION 11 UTILITIES AND THE N/F NOW OR FORMERLY
f22 6'G ENGINEER SHALL RE NOTIFIED IN WRITING OF ANY UTILITIES
---*-----X J U.9 INTERFERING WITH THE PROPOSED CONSTRUCTION PROP. PROPOSED
X 282 A AND APPROPRIATE
SINN SEWER MANHOLE
tip FF=42.6 FENG REMEDIAL ACTION SHALL BE TAKEN BEFORE PROCEEDING WITH THE Typ. TYPICAL
It, PROP.CONSTRUCTION WORK, r SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCAIrE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE EXISTING CONTOUR
D "N WITH WEIGHTED FOOTINGS
PROPOSED IMPROVEMENT'S SHOWN ON THE PLAN. PROPOSED CONTOUR
k-0 NO
m bl 11 2• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ESTABLISHING j3�R '0 PROPOSED SPOT GRADE
I I ,,I 3o 12"SILT SOXX. AND mAWAINING ALL CONTROL POINTS AND BENCHMARKS
NV DO EROSION CONTROL NECESSARY FOR THE WORK.
RIM-34 8
5 EXISTING SPACES
�,x�,PP 7 711,
TO BE REMOVED
OUT-3 7 ««'
2a
ASSESSORS MAP 17 LOT 9&MAP 12 LOT 5
r i' P`' / / `° sf v F°• ` \ N \ ZONING DISTRICT GENERAL BUSINESS
REQUIRED EXISTING PROPOSED
0
J LOT AREA: 25,000 SF 53,943 SF 53,943 SF
PAR 0
F BUILDING HEIGHT: 45 FT 31A,FT 15'6"±FT
IN* LOT FRONTAGE: 125 FT 221 FT 221 FT
R T U T
RoYERr FRONT SETBACK: 25 FT 83,2 FT 25.8 FT
z Po / // / fi SIDE SETBACK: 25 FT 28.3 FT 25.5 FT
PEE gd�p Nb
REAR SETBACK: 35 FT 15D±FT >15U FT
4A S FT. b- PARKING SPACES 31 103 55
1.2d PARKING CALCULATON; OTHER BUSINESS DR OFFICE USES
3 PER KSF GFA
% I V, ,b
100.
\AV
/ DRAFTING BY:
16, PAY
6D I2, WIDE GRAVEL*
I SITE IMPROVEMENT PLAN DESIGN BY:
'ENCY ACCESS
V S. EMER,
AND TEMPORARY 110 SUTTON STREET SPC
A� TRACKING PAD
CHECKED BY:
SPC
60 IN
tl
NORTH ANDOVER,MASSACHUSETTS CALCULATIONS BY:
SPC or
-------- REV;3
TO BE REMOVED
32 R APPROVED BY:
PROP.AANDSCAPE/ \* 9 EXISTING POACES ESSEX COUNTY
PREPARED FOR: SPC
PARCEL 2101012.0-0008 ISLAND
."REMOVE HP STRIPING -5/6/20 1:s-A-V----1✓ BY. I DESCRIPTION: I DATE: REV:0 DANCE STUDIOS PROJ, MANAGER:
Nlr la I S',"t, NANCY CHIPPENDALE'S EDX
go surroN STREEr, LLC D INV.OUT=37.18 ? CRAVING NO.: S-775-NOI-SUTTON-R3.DVVG, PREPARED BY:ay.
LCC 96271 JJH PROF, ENGINEER: FEB.NORTH SHORE F �15.2013
Civil En&eering By: DGT SURVEY GROUP
51.44 1;�V.IN-36.72 0,
V OUT=36.132 -0 A DIVISION OF DIGITAL GEOGRAPHIC TECHNOLOGIES, INC. D�G.T. JOB NO.
10 20 40 THE NEVE-MORIN GROUP,INC. 5-0775.00
PROP. STOP LINE TION 447 Boston Street,US Route 1,Topslield,NA 0 1983 IS CENTER STREET TEL: 978-465-9992
st) #D- CRD FILE
SCALE in FEET pu"o 1,29 In 1978,887.8586 f 1978.887.3480 SUITE 1 lnfo@d�jisurvey.com S775.GIRD
NEWBURYPORT, MA —.dqfsu-y.com
01950 SHEET NO.
WIFAL GEOGRAPHIC FECHIMLOGIES,INC. AREA CALCULATED TO TIE LINE 1 OF
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