HomeMy WebLinkAboutPlans - 102 PETERS STREET 9/24/2013 TERMINATE WATER
SERVICE AT I:JARJ
BENCHMARK
HYDRANT SPINDLE
( GVD 19 9) Y0 El\�\^C?i.✓~ a\°� v\ .`-q\'//t / rh0
HYDRANT OUT S.B./D.H.(„�) 9 Y9\2
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12”WIDE WHITE LINE HAVERHILL ST.
FEET EDGE Of °
NORTH ANDOVER/ STREET PLANNING e PART EN:..wT
STOP SIGN
CLOSE OFF DRIVE W/ ` r SLIE «u
\'- 90 SLOPED GRANITE CURB
�2' TO MATCH EXISTING ,
c
RIM=191,5 2A 21 L .NEEJAH VANE DRAIN
INV IN=190-16.2 o \\ W/10-E EsLEv=i9P5c PIPE L�PLAN SCALE: 1'=800' FOR REGISTRY OF DEEDS USE
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\� F w 'Sa I HEREBY CERTIFY THAT THIS
SOD SWALE PLAN CONFORMS TO THE RULES AND
30 d PIPE REGULATIONS OF THE REGISTERS OF
f '' ,• •' \ \yGtl \ �`V„ \ DETENTION SYS M
R1Agjei,l5 a1M>te715 \ INV IN=1B9.DO DEEDS OF MASSACHUSETTS.
ar
4 k y BO NY OUT= 189 00
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t �,Y \.. \ v*`s\ �� \ NOTE:
ROAD " t, \ ,�. •0\ .a`� \ \ ALL CURBING TO BE
STONE ". \ ! \ \ ` off\ soD B�IJId
\ \ F � \ SLOPED GRANITE
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H .y1, °' \ I 1 C\ G V1E•\a'\WG l r \ Ntlta:remove reyattlNon Irc
PIN(FND.) O,Q k gyp, j I o \ r ,rt LEGEND:
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N O N"��, /r,�, •J.\S'D7.1 iD2 (` \\ /Right of-Way as needed to .., \ SADDLE EWER SERVICE
enhance sight diaton— _
%30"DEEP STONE )
'9 Q \ iy ONP\N INV-187.5(NEW 6"
ra
DO \ \ \ (- \ 5'WIDE X 24'LONG 19 2 \\ NV=187.2(ez 10') EXISTING CONTOUR
p\ ;,,
TRENCH REMOVE DRIVEWAY I tt \9A 08 \ PROPOSED CONTOUR
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PAVEMENT R-x ,.'\WOK \ 6'SGH AI4
4
A 6` .005 ao PVC _ ?AA, WETLAND BOUNDARY
DRYWELL \ S=0.0050
TT. .B
b `�o> \'` �.,• \ eon.STONE=I84.0 y 7 /I B'a EXISTING WATER
4 LOT 6 \ (C. \ 9A6� vc \5 \ Q
..L 13,315 S.F. / No DMH ar ArJ�NV a� 1`w PROPOSED WATER
IM=1 4.9
t
1 >\.. \ 1! s` \ INV IN=109.00 ACCESSIBLE- W T 5�0' G \Aa
\ \N PROPOSED DRAINAGE
INV OUT=199.00 S GNNING �T I \v
SUMP=186.5 ,e pROpOSED p0R CA. \\
x35.5 PROPOSED SPOT GRADE
TOWN CORNER "1 \\"frF '- \V PARKING CALCULATIONS ELECT TEL I 2� P• \ \� QISTP-1 SOIL TEST PIT
I t to- rn G•f• 5 0 `f..
ANDOVER ANDOVER-1 I t! _ -, t\ - _ pp710N 'A' - 100%BUSINESS/OFFICE USE GAT 1' ,+' S�PB��� '� 4) - - _ OOOO PROPOSED EROSION CONTROL
STONE MONUMENT TIPPED NW
3 SPACES/1000 S.F. X 2745 S.F.
=8.23 SPACES REQUIRED f / SGC SLOPE GRANITE EDGING
`r1• � i' (C 1 (11 SPACES PROVIDED) ,
ry ( ROOFDRAIN ' _, , Rt EXISTING UTILITY POLE"
/I •yfr'\'�\�"``"`- "Y`r'(� ;' 'x PIPE(FND,) OPTION 'B' - 50%MEDICAL OFFICE USE 6'ScHD ao PVC \���
50%BUSINESS/OFFICE " \ X t• 195.00 GRADE AT BOTTOM OF CURB
1
—_
1" 4.5 SPACES/1000 S.F. X 1373 S.F. \S L. /S' 1 j 5I. EXISTING SEWER
=6.2 SPACES REQUIRED , ' /
/ �... u., 3.0 SPACES/1000 S.F. X 1373 S.F. \ PROPOSED SEWER
=4.1 SPACES REQUIRED
=10.3 TOTAL SPACES REQUIRED / M...,.,n. �&t PROPOSED UNDERGROUND
.. ...... y 0y\ (11 SPACES PROVIDED) ELECT, TEL, & CAN
nawa IkM NVnFwr. rP+..- __._ 1 1 13' r
0.9 A ttl YN 3l) h j mmatre hwW° !y, /
C TCH BASIN i ' ','' BUSINESS-4 ZONING DISTRICT
FRAME&GRATE I 8-PRECAST CONC.
ROOF DR LLS ZONING ANALYSIS
-- --- 1 --ti - ITEM REQUIRED PROVIDED
R
INV N Nsv83
--- - -- ' n
OU TLET RIM-194.5
PIN(SET)
LOT AREA 80,000 S.F. 13,155 5.F.
FRONTAGE 200 FT 105 FT
i FRONT SETBACK 50 F7, 73 FT.
tdkeo mrrJeror — - /00'6U 9200 9y0 100, SIDE SETBACK 50 FT. 13 FT,
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REAR aon,srowr a+aw. wrcrxi esa rrt ca r, °,e<a I�s»x_av>s ero -.. -
-_ .-. �— --_ ..-. ��2pN 'p 0-- "'ATP ��ZO'VF A--.. "'ATP START BYO. C•B.A.SETBACK 60,000 S.F. 13,155 S.F.
ooro owe,�,c Iwe xw.,ne. rax _. ....... .�... -: 3P _'_ '' * ' 3A ''�
,�., 4P. x-^'1 � i�2A MAX, HEIGHT 60 FT. 27 FT.
umna•, �cn. itin., •rv+o:,.. -.... '}� , ( MAX. LOT COVERAGE 25% 20.9%
--
-- i 1 , / 1.5 : 1 0.21 : 1
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o-xl n +tlrn r3 +%use `
•13-99 BWl to YP Y9 LS f
db11a C 25Y ya ary pr: 20 ' '
rc r rxecw o. \, O SA I ,x i '�;�i A(''!FENCE I i
-- - — — �r�Z / FENCA �,�° / 5" PROPOSED SITE PLAN
, i PROPOSED
_ o� ;' FENCE 20 DF s 102 PETERS STREET
�G �aG� 6A j { 1 0, �oG� i 6A NORTH ANDOVER, MASS.
Rowwaa nur w+nn.+r«,a,Fn 9. °eamr ..a,.,,n.co„k r mm�a rraa s9nvrao MMS E �0 r,. yli, f iUl- PROPOSED iW-
FENCE I ; ' , i ' PREPARED FOR DUNDEE PROPERTIES, LLC
DATE: December 13, 2011 REVISED 01-25-12**
_.
r REVISED 02-02-12**
rr�
REVISED 02-27-12**
WETLAND BOUNDARY WAS FLAGGED BY LEAH BASBANES, A/ �,.
BASBANES WETLAND CONSULTANTS IN MARCH 2011. 9p, SP. iVi FENCING DETAIL °a" SCALE: 1"=20' REVISED 09-24-13**
�9P.
SCALE: 1"=20' an dover
EXISTING CONDITIONS PLAN N"0R�b.�vBxPLMN QB0ARD PROPOSED SITE PLAN cinCultanis
1 East River Place James S. Fairweather II
**REVISED 09-24-13: ADDED FENCED AREA DETAIL Methuen, Mass. 01844 Reg. Prof. Engineer
FII�" **REVISED 02-27-12: TOWN ENGINEER, PEER REVIEW COMMENTS 0 20 40 60 80 Ft.
P:\11\ii-12\DWG\SITE.DWG HEARING: **REVISED 02-02-12: SEWER, UTILITIES, DUMPSTER
REVISED 01-25-12: WET FLAG 3A, REVIEW COMMENTS SHEET 1 OF 3 0 5 10 20 Meter