HomeMy WebLinkAboutFinal As-Built Plans - - 1210 Osgood Street NO TES
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1. THIS FINAL AS-BUILT PLAN WAS PREPARED IN ACCORDANCE WITH ITEM 87 OF THE DH(FD) � \ O
N077CE OF DECISION-SITE PLAN REVIEW,MUL77 FAMILY HOUSING&REDUCTION/N
PARKING-SPECIAL PERMIT PREPARED BY TOWN OF NORTH ANDOVER OFFICE OF IRE / / Dye
PLANNING DEPARTMENT,DA7ED DECEMBER 6,2016,AS MODIFIED BY A DECISION OF THE / • DM-5�: Proposed
oposed
/ O Rim=143 �`
PLANNING BOARD DA IED✓ANUARY 23,2018. / x1�� � 744.
/ 2"in-139.4
2. THIS PLAN DEPICTS FINAL TOPOGRAPHY,BUILDING AND GARAGE STRUCTURES,CURBING, 25 COMM NAM,LLC / / • 12"in=139.z yr4¢6s Mixed Use
PARKING SPACES,UT7LITlES,&DRAINAGE STRUCTURES(INCLUDING INVERT ELEVATIONS). DEED BOOK 13731,PAGE 276 / • �•,h
5"out=138.9 0.a INV.
ALL AS-BUILT INFORMATION BASED ON AN ON-THE-GROUND SURVEY BY HANCOCK PLAN NUMBER 7334 / / \\�
ASSOCIATES BETWEEN✓UIVE 2018 AND MAY 2020. CERTAIN SUBSURFACE ISEEPAGE STARTING POINT PLAN NUMBER 14092
INFRASTRUCTURE/NFORMATON/S PROV/OLD BY O/AZ CONSTRUCT/ON(SHOWN/N RED). (MAP 35,LOT 14) / Development
3 PARKING COUNT.PERM/T S17F PLAN DEPICTS 392 PARKING STALLS(EXCLUDING #25 COMMERCE WAY p N
GARAGES AND LOADING AREAS).FINAL AS-BUILT PLAN DEPICTS 394 PARKING STALLS l �J
PLUS 4 STALLS TO BE STRIPED AS A LOADING AREA FOR COMMERCIAL DEVELOPMENT / • 8" dpe;.........'. C_
LEGEND&ABBREVIA TIONS GRAPHIC SCALE: 1 INCH=20 FEET • O•/ / 144.33
0 10 20 40 80 • Route 125(Osgood Street
AS-BUILT PARK/NG COUNT/N ACCORDANCE •
III O BENCHMARK'
C WITH PERMIT SITE PLAN nv out=l3o 1 / s BIRCH CUT SPIKE INV.=13. S-0 North Andover,Massachusetts
'Integrate w Wall EL_=135.07' 6' ,.L,T2,3,,
PERMIT SI7F PLAN->AS-BUILT PLAN /5=0.
(8'x16'apron) • S=0.01.,','' '" ''
PARKING COUNT REVISION. •
/ • g �4¢>>
PROPOSED\EMERGCY GENERAL R / Q PROP SMITH DMH-
_ PREPARED FOR
AB AS-BUILT EST ESI7MAIED �1��i p � / p RIM=144 Rim .1453.',''.'..',','.'.'
CB CATCH BASIN FM FORCE MAIN P P CONTR L B•X h e,L-24' �j ° / • 6"INV IN=13 5 15"n-.I37'.9.',','.'..',','. 2 1 74 /44.22x
CO CLEANOUT INV INVERT 5=02 INV15"CPP 6"INV OUT-13.90 5".Qu't,-�i,'8..',''.'. I
DI DUC77LE IRON S SLOPE
(WATER LINE) SMH SEWER MANHOLE 1I� PUMP C AMBER IM-141 5 0 4 30.2 2"GAS
DMH DRAIN MANHOLE Al/ 6"INV IN-138 5 TINV15 • 15 e,L-7'S-0.05 • 15"INV-137.6 / The l R
E DETAI) DMH-1 • R 139.95AB PROP SMH13 • Sa
• 6 30.99AB O 2S'BUFFER RIM=144.4 �MH-37 out-136.0inn 0 CTrOUp
O • R�" 5-n 41.0 •� 0�°° Rim-145.3 Pntegrate w Woll n / o �i/ Group
ll
NV IN=139.60 (\
=30. 6'INV =13905: 4"in=138.4 g'x�eOWri) v °
DMH- 5"In=141.46 • 22 Q m ��b°� r
• 1 139.87A5
Rim=144.0 _ �o e/
34.18
•' 15"out-1
o {UAINTENANCE. 24"(IR)=136.5
Sum 134.5 -1 139.67p a rr a
��LL El ININ WAt l
\ • / O • CCNynETE BLOCK R _136P0 145
O•_�O • \ 02 I 4'hdpe,
• H-1 2 ° • 1as.3, 13a.n 137.82AB o"MH
i1 5309 Transportation Boulevard
inv out-130.0 / 6 LIFT STATION 144,98 _. m
DMH- 6"0 PVC L=3D'S O 01 q o 2° 4.15
ntegrate w Wall V Rim-142.7 \ R 142.00AB 144.91/ 4551 ,1 971 135.9"1 8 15 { 41._ Cleveland,OH 44125
fD inv.in- 3 144.80 .55
8 X16'apron) 138.29AB 144.4 45. lg5'456J^' W
DMH-60 P ) 24"(IR)=136.5 g� N 74s��7 45.41
-1 2 • V 4"(IR)-136 \ Olb R5 1nrt. s 8"^INV=138 4
14 49 4 inv out 138 TKT
�T$3 F� • / out-138 4"in=3 �, S= S �A�CO C11
1'
0"out=130.3 • Sump=13 5 qc 02 �� L6 4"INV-138 45 5'93 kh,1�y, asg4��.
V O
/ ".i n=138.9 SS cx SS /\��^n n '{45.05 m x 14$
44.79>
113o.34A6'6"INV=140 25 14a.51 �, 9s_
�- 144.01 137.49AB os EJP,4 ASSOCIATES
DRAINAGE O'CPP V N596} P BASIN 1.4 sp w 2 s6
GLEANOU7 t32.^aew' dPe. 8"hdpe, n59; 33 42.0AB s- S dpe
P 9 z 15"INV- 1.5 0.009� t 0
L=243 L=85' eS BASIN 1.213 A P 4, 45.7i 5=0.1
m o� 5-0-01 S-O 01 144.32AB x144.04 / os 'ems
° DMH-66 VALVE PIT 143.33 144.29'NSP.Pof44.80x S SQ
O SPA PB2 SATE L 37.94AB 143.84 �� 166 Civil Engineers
DMH-65 41.38AB x145.50� 145.73 S
9m 3b6T=138. 137.98AB m=145 4 Land Surveyors
R 140.16AB (3)24"out(IRL�'gq.5 S-0.02 45 15'in=137 5 G
130.42AIB 1 kti 6 1 = I 24"ou IR-1 i45.0 4452
Sump=1345 er e Pa�oa I 144.26A6 5 Sa�7 0 =1492G.2 5
/ O nti -t42.66 43.01AB ,ISOLA 0 0 144.10 E ^/ CB-3 ox
V 3"PM V 607 144.v o2 0'
�° f.t ump=1 5.5 Rim= 8
DMH-25 143 aa7a o Wetland Scientists
S 55 IP \ g5.=137.5 DMH 45 s 2"out=142. 0 1 142.7t
/ DMH-79 Rim=142.2 1 142.38AB L 4 A3�Ni �537.57A6 �0 Mvi1vI ANCt45.32. o'
V _ �O = �45 143. �� 15)in-144.6
(IR)-142.5 a 12"in-138.9 1 PORT
(IR)=136.5 , 5"in-137.9 BASIN 1.2A a2.55 PJ�1 5 3 3 4.5 3 ass
\ / o �� �Nti _ - Su p-]40 4.5 DMH-5 2
0 V Sump=1346 \� g"out=137.6 �ti 5 142.32 �, 0 _ �464
N Sump-] 315 ELM STREET,MARLBOROUGH,MA 01752
43 /OO°° / \�,� �5, 142.30 , in=143.7 p 6"hdpe, Rim=149- Z
144.28A6 6"in=146 VOICE 508 460-1111,FAX 508 460-1121
DMH- ID-14 �,� gal � 142.31 -27 �5 1z�n=143.9 L=ao' 1 1P ( ) ( )
9 °� CORJIAIR 42.6 �k�6y F\ / _1426 "ti a� �" 143.E S-0.008 6"out-145.1 1 142.54AB WWW.HANCOCKASSOCIATES.COM
Rim=
DH( J ND vl �13 "� }��0 136.41AB o o t=1 .0°� 143.47AB
/ / 30"In=i3a.6 0 9 5 SD SD SD SD SD SD SD SD SD SD-1 S V ES TO 149.60- 150.40 151.11 0 51.54
DMI-59 7 Vrao / 24"out(IR)=136.5 CLO E �° 5�0 R 142.40AB=147.80 SD SO SD 1493 ` CCU 150.12 c "0.84 151.,
Rim=141.0 J A 12"p-13T5 PATIOS T / l 01 142.70A6 149.31 44.28AB
Q Sum 134.5 142.38 yo k 138.WALL j� 12 -5
11
10"in=136.6 � P- e< Cr �� ��RET WALL 2�hd e, m
10"out=136. ?�� 8"hd e ��ti,1 142.58 ° `145.84 , 2) 1 in 1 4. 0 p _
•RP P S A "S MAINTENANCE
/ L=63' o �� 42.00 a r = u=14 0" v D A 1 145.D7AB
R 14O.13AB a7.sa 4809 47.s2 P 142.85AB
c�V _ 2-18"hd Rb ti 143.67A6 ati SP. Ri 4 ,
NEED TO LOCATE OUTFALL? 136.53AB 0�� `LA SHUTOFF S 0 CONTRa1aN TDW136 0 1.71 142.43 G 1kti NN59 ;,6 147.49 CCB ORT 12" 4.5
NOT FIELD OBSERVED(5/20/20)l 'F/ �;' VALVES I'll S m 4.5
y 1 147.36 BASIN 2.2A MAIN
�F SAY, ID 13 RESPONLE FOR N ^ 79 ry POR1
R 140.02AB ��V P�`D Ri=142fTiREN Cl�1# (J-IGH 1 136.22AE{ ^� �'�3-L'w w 147.10 -147.35 148.00 148.4 149.34x P =150.37
/ �V "5/ Rim=14r. 151.00 -151.66-
O 8'in outP4�4CONDU o \ .�Wxte`ti9Fti s BA�Nll - E �N35.60A6 F / / fQ ' 2 hdpe, -
'� 12"out=1 3.5 \ 1P
R 140.18AB �O oV 8"hdpe, FF CE N / /�P To ;� ` L=21' (STORM D AIIV)
N o 142.3.AB SC
35.05A6 ff, , o 36.29AB s Z s a75s BASIN 22DCUTSPIKE SET 1' p a o2 ''w mp, c�% 10 4'136.8 ON CDNC POR ��.9ti ` "1 U s 5=0.01 1467� 18. 150.285=001 0 ELEIiAT/ON=133.48' `Ay , 1 142.83ABSC143 o v 147.50 E
L=10' �I o � "� D-16 Rim=142.5 A p 1a2.sax s 2 .a3' ' 14 "^Q Q � 151.40143366� 3_ 47.38 147.66
CB-19 � ,o• �k F F�2)8'in=136.1 2"GAS �,� " '�2 ti o L�m a 1a3.s7 1145.45A6
'F �$'49but-136.0 p / 's��° S �T 5 IP CB
Rim=139.8 13s.93 '2 k5 V��V �14x.31 ?�2 _ o o / S 0.029 H-52 NSP SO TOR OW(1 SC-7 DMH = Rin
12"out-135.3 2„GAS ^ 2 ��- ��T o'r' ;� _ -�L o 147.60' Ro '"" 149.25 144.02A6 150.37 150.75 - o,
7� x140.22 ��;� -MAINTENA CE 2) 1 `'o,",a\ �� 1 hd e, �& 147,7- 148.49 12"
BASIN 1.1A �Ap�y PORT r P147.72 h8.98 150.0 150.55 3
DMH-68 =0. O' ✓ 149.29 e� s� a° 1 136.94AB to' N 4- e=6 =0 5x o
c h -3JI51.aa
o� 6"hd e L=9 142.86AB SIT
0
ti _
•E2 � �. s � 0.02 � P
Rim=1 40-5 �A, m y 8"hd e, �/'` ��x �x A A' out'"'� hd e' � -
12"in=135.2 �� \ ' Y x^kti FM 3 h J r°s GARAGE=001 p GARAGE o
=103' A > 42.60 out-,3 �� 0 145.15AB
24"out(IR)=135-0 ri �� o^,x ?A Lm32' m "hdpe L=22'5=0.01 ., m
2"out=136.6 32.4 m /"� or S=0.0 byc�� s �A?� 13�k001 143.53 6g m=140 4.4 M N 0 AT R R W SG 4 1 148.28A6
4 ' aF-� =5. N=5.
4� \ TCF 74T 34.98A6.> 79 1B2P \ 43.74 50.35
Sump -0 un�f for / h pe,L=4 e-o 22� 05 r434 DI �/) 14 5 145.72 146. 146.85 147.09 147.57 x148.65 149.16
\ O c\\ r BASIN 1.2A
retains / -0.01 s0 '4� v RI=14. 1 140.47AB a7.63 1 j71 BASIN 2.2B 199
F h �` ? u E BASIN 2.2C •�
�F 2 'x2 arya g �r2 'o 37, 40. N0.BY APP DATE ISSUE/REVISION DESCRIPTION o
DMkj 33;27 \ , u' a IN OTH 14.90 150.53 '�
FF, 34. 134.3 INSP > r,?> ,�b`L',�0, d17 �� \ '� \�V c. 2"GAS 144.06, x1.69 x146.07 146.07AB x147.87 146.7 151.87x O
Rim=141.2 n Fp eU 20 9 ! Im r DIKt T10 S FROM DATE: 6 05 2020 DESIGNED BY:
�7 2' P RT c RI=1426 ff / / - 1 145.30AB --
��� 7 DH(FD) 2"in=1 .4'7 a 1az.3i; 8"'gyp ut-137.0 05 �^ R 143.62A8CSSIN DMH-5 5'� q, 1p SCALE: 1"=20'CHECKED BY: JP
x131.8 C Vc� 141.24 .p 2 - 142.13 / 140.27AB Rim=143.
24"ou�IR)=1 .2f y 5ti Vd ° / 45.62AB 5Y.2 DRAWN BY: RD APPROVED BY: JP o
46.69A8 a
9 41.23 a� 149.45 51.83 52.36
4.3 P F �°` � 'O 1 ca 0.' 144.37 12"in 140 4 145 14.7 1.0
ut=136.6 a ' / 30" k R�
3 Cl 4. G�. 141.32 /\ 142.29x 5 6 P o, 1 Q MH-73 149.91 0
* x133.4 S p-13, 2" yo a°' � o �fl4i_4 0 R 143._OAB 30 in 8.3 im= N �h� 152.92 w 134.9x BASIN 1.16 3
3a.4 ti N E ad e 139.50AB �� 0 45.48AB
0" 136.9 � f 152.40IQ
R 141.08AEi x 2,� 5=0.01 �. #191 I �P- .82, x x.°'hi.i" A _ ,o - 152.95 1 1 A' 2
00 • 2"in=1 si. 35.a s ff N a1.s3 ai:as 8"DI ° G4 m° * c 5 �oN $3� FINAL
/ 37.87AB
12"out=135.5 12 hd -- _ 50.99 15L72,152. -153.19�152.73 v1
52 In.=136.1 S-0.02 INSP.PG�. AS-BUILT
2 9 9 150.4D�v�- t'-31-EL 14551 152.63 a
• P ) 5 CB
x 135.3 x135.4 135. �`S 09 p MA TCH SHEET 156 S-0.02 Cx� O Rn AD RD a
Tre)
134.6x • *Inte rate w ' �A w,r im 140.9 � Rim-y.8 •,°Y' G G r, RD H c � H ® _ ® ^��
/ x135.4 x135.5 U Wlnv out a ron 673 °,s 0 05, xy o 3„FM %� out 4?J 3 c. o
^y 34� A o M MATCH SHEET 2 dp, N
�) 37.2x - ,59, s o C� MATCH SHEET 3 14�T ti6 p�� �o o/0 1r'hdpe Ro'm=139.7 �� MA 2� =146 s=o 01
(1 OF 4)
135.8 7 e'L 0 6" ^ `� ' _
15"h L-6o°s-o.o1 a � TCH SHEET 4
p� _ AA J Q 8"hd e, S=0.01 in ID-8 ID-10 a o
/ 133.7 •x134.7 0115 .=1 le PVC -O 6O �'O vi 4 GAS p ID-18 o
/ 135.6 �"136.3 15"inv= 5.5 136.8 / �C �'�' 30"out=139.2 L=235' BU�LD�NG B
R 3 J7A �� �F�y 141 05 n oe �/ m �- R5 (3)8"in-146.3 Rim=149.6 Rim-149 6
12 S 37.5 o dp kti.qe�S V Q S=0.01
`�ti. 8 12"out-146.2
8"h L=44' , y �, 8"in=146.7 8"in=146.6 j o
Ln.� �y L-2' r I 6'INV OUT=146.10 0
136.5x 5. `�?S-0� � rU"o �" 0 8"out=146.6 8"in=146.1 o DWG:20731 Final AB.dwg
96' eti' o h / L=83',S-0.006
/ 134.3x 2" __ 101 4• < �9 FT�^'�ti 45.26 SERVICE LATERAL CONNECT 8"out=146 0 U
INV.31 0 �'�; "� , `^ ( ) DIVIDUAL GAS LAYOUT: AB7
13. 1.5"SERVICE h ti �I Q
x 135.5 � ba,�L �a' 45 c., ay B�/lLQlnl�i Lj RVICES TO i ��"' � �l
AB1
134.5 136.2 e, $0 14.75 6"DI CONTRACTOR (UNDER CONS7RUC770N)OSETS ON 8 hdpe, U-1 SHEET: 1 OF 4
I h '� R 141.01A6 m�^ mm RESPONSIBLE FOR Rim=149.6 ®
n n. 6 140. ;0a ,„�.„�- w ID-12 PATIOS(TYP.) L-50'
1 5 q0 .9 0 114,11�0•BBAB a o/ R 145.76AE TRENCHING LIGHT _
�35 L-'_are, �,-� •c 'n n� - �. - U� / Rim=149.7 c�F 5oc pi oNc 5=0.01 8"IN=147.1 �, i 2073�
I� PROJECT NO.:
NO TES ` FPS FP�5
1. THIS FINAL AS-BUILT PLAN WAS PREPARED IN ACCORDANCE WITH ITEM 87 OF THE
\ FP�4
N077CE OF DECISION SITE PLAN REVIEW,MUL77 FAMILY HOUSING&REDUCTION/N £��• \ FP9
PARKING-SPECIAL PERMIT PREPARED BY TOWN OF NORTH ANDOVER OFFICE OF THE • /NFSS \ Proposed
PLANNING DEPAR7MENT,DA7ED DECEMBER 6,2016,AS MODIFIED BY A DECISION OF THE 2
PLANNING BOARD DATED✓ANUARY 23,2018. • ��S
2. THIS PLAN DEPICTS FINAL TOPOGRAPHY,BUILDING AND GARAGE STRUCTURES,CURBING, 0 T NO TRANSFORMER HERE \ FP I P�3 FP 16
PARKING SPACES,UTLITlES,&DRAINAGE STRUCTURES(INCLUDING INVERT ELEVATIONS). \ FP Mixed Use
ALL AS-BUILT INFORMATION BASED ON AN ON-THE-GROUND SURVEY BY HANCOCK DMH-58: P12
ASSOCIATES BETWEEN✓UAIE 2018 AND MAY 2020. CERTAIN SUBSURFACE
INFRASTRUCTURE INFORMA7ON/S PROV/OLD BY D/AZ CONSTRUCT/ON(SHOWN/N RED). Rim=14�_� 7 T o \ \ Development
2"In-139.4 \ FP77
3 PARKING COUNT.PERMIT S/7E PLAN DEPICTS 392 PARKING STALLS(EXCLUDING • 4¢s a /
GARAGES AND LOADING AREAS).FINAL AS-BUILT PLAN DEPICTS 394 PARKING STALLS • 12"in-1392 o-`�NV.s CB-0 �3.s;'s /
PLUS 4 STALLS TO BE STRIPED AS A LOADING AREA FOR COMMERCIAL DEVELOPMENT 15"out=138.9 a \� Ri=143.0 4352 �No^\ 1 out- 9.5 CS C�
/
F 139,9AR o
LEGEND&ABBREVIA TIONS GRAPHIC SCALE: 1 INCH=20 FEET \ 4294 2"h pe, 444
o/ST��cT F Fiy \
0 10 20 40 So �v �\ Fe0 CF Route 125(Osgood Street)
2� AS-BUILT PARK/NG COUNT/N ACCORDANCE : 8 dRe` / 0188A 3?� B S-O 011 7¢5 Z CpNCRf -e0Ok 86Rp0/�T North Andover,Massachusetts
WTTH PERMIT SITE PLAN 1'S':,','. ,','..
eP 144.33� \2'?ou t=139.7 \ ,4386 ,y` '4¢82�v`�BLOck�eTaN7NC .qOe 1 CORUISS/O� \
PARKING COUNT REVISION. �r!
PERMIT SIZE PLAN->AS-BUILT PLAN �' /, v 143.4
1 hdp� 143.14 42.96^ 2\
AB AS-BUILT EST ES77MATED eEacrMARK =11' e� ig3,86 \ - - PREPARED FOR
CB CATCH BASIN FM FORCE MAIN 6 BIRCH,CUT SPIKE NV=13 5=0 00 k'S c a F �43,
EL=135.07 6' 2,.:L, . /,�oA' 7 1qs 08 CO CLEANDUC77L I 5 INVERT S=0.o1 / 6"/ �IN
�'I 1 .62A e x 61 i45
DI DUC77LE IRON S SLOPE
w 1¢q, ^ 43.76 � ��43 \x \ The NRP
:: �. > � >6 �445>
(WATER LINE) SMH SEWER MANHOLE PROP SMH1 DMH- ',','.' '.. \„ / � 74q„l,
DMH DRAIN MANHOLE RIM-144 Rim .:145:3.: .::','.'. 2 / 369
4a.zzx .20
6 NV IN=135 5"n 1.7:.9.::,'. : \ �g0 6 144.74 m � 745>3 Group
NV/-11, .90 • 5".a'u'tr7'37,'8'.:,','.'.' ¢4 2"GAS w 9 748 \455 ss
157'S-0.05 • 15"INV=137.6 / Gy
c
A c 5�
PROP SMH13 \ 4>5
RIM-144.4 36.0 q L �4j38
O•`BUFFER 9MH-37 nv out= / o� w D-15 \44s>, 2"GAS7gs52-
"INV IN-139.60 Rim-145.3 ntegrate W Wa11 j o/ 8"in=143.1 Rae G 54?
6"INV 39.55 4"in=138.4 g'x Cer r a v m 12"in-143.1 7 0
g-0• �� \ c x�5Z"hdp�
\ 15"in-141.46 22 Q �o w 12"out-143.0 \R c 45 74>
Rim=144.0 • 39.87 15 f o s> L=315'x746 42 53�9 Transportation Boulevard
\ • gAINT�'A CE':' 24"(IR)-136.5 5"out=1 c 34.18 145 S-0.008
�® / 4¢ x�4e3Z Cleveland,OH 44125
a �
139.677 a_ m ^ DMH-63 DMH-33 RDc ni.•� (FD)
Sump J� f
CONORETE BLOCK RE ININ WAL 5"CPP ti / Q �4H m \
p,o • 1 4"hdpe,L=8' ��, o.c / �,,.5 p //� 7 5 x 4> / •a
22. • 134.77 `b / R2'in�42.8 Rim-
in¢143.4 RUu 03 x 4e6 � �•6 r
145.31 137.B2AB a 10"i1 x'4j o
m LIFT STATION 144'96 i 6"1 PVC L=30'S=0.O1 - Qom 12"i'.4_15 STUB(OLD)12"out=142.7 2"out(IR)=1425 c i46 pg u ru
R 142.00AB 144.91/ 745 1 135.91AB 141„12AB 2"out=143.5 CONNE B c l� HANCOCK
\ 8/&D inv.in- 3 144.80 'S7 97 „g56 15" -�.Y41. 6 INV OUT=141.0 INDIVIDUAL GAS R� I / n
\ 1 138.29A8 t44.4 ) 145 55 2 e Sump=140.5 �4j78 G 4>>4 ^ro
m0 5e,44 S - N �4Sj>� 145.41 LL8666 1;S=0.01 SERVICES TO a / 14,o ASSOCIATES
TES
�44 y6 4 inv out=138. 4 1�-]1 SEWER SERVICE CLOSETS ON
nv= 3 _102 5= �_S 8"INV=138.4 7¢S s �` 5. S-0.01 1 141.2 EST ) 0�
q. 5 �4 J4S i___'� Rim-146.3 (EST)"m -�N 145.93 1e�:�5� 54 y. U PATIOS TYP \ p�
=138.9 ® 4"INV=138.45 x f v
s c
� �,� 45.05 x�4S.> ��1�7,'=142.5
55 c� SS ��"'^ 144.79 8 �n 3F'�,,,'� o'-<u�tam 140.5
1136.34AB'6"INV=140.25 44.51 P- Fr c G
s 144.01 1 137.49AB oS s.P l�L, SHUTOFF s ro oV5s-"U F BUILDING E o A Civil Engineers
BASIN 1.4 =-T sp ti P/4669 �� VALVESA�FOC��NJ
n�91 <I 142.96AB 15"INV- 1.5 5=0.009� �h e L-J 6 MAINTENA CE D-3 cOPNF Q)�A`
uy m p I 142.61 AB �s- N Land Surveyors
IP Q 145.71 S=0 7 � c � PORT �32
BASIN 1.28 144.32AB - 4 / Rim-147.0 Rim-148.0
� x144.D4 oS� ems."'" c
VALVE PIT 43.33 $ Q A s.a'
14429NSP.PC144.80x Sp S� 8"in 143.8
137.94AB 143.84 DMH-65J a 46-6 p\c� 12"out-143.7 12"in-143.5 INV.=145.
141.38AB 45.50�� 45.73 c m a �+...,,,,, 2"in=144.5 4 Wetland Scientists
I 137.98AB m=145.4 2 �m �4 1 142.56AB 15"out-143.5
ati N43 5'in=137 5 74 M a �9Y
IP
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3.90AB 3in 83 Stiry 152.s2 BASIN 2.3 S p=1414.5 "3' A +1`4
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NSP PC50.40 C-31)EL 45.5= 152.63 a 55.97 55.98 m dpe, CB-3
s� Rim 157.3 (2 OF 4)
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p a 12"out-151 0 Rim=155.1 L 4 \1
m 30"out-139.2 L=235' BUILDING B D-18 ID-8 D-10 o (2)24"out-145.6 BUILD(N G G ER N 3)8"in=151.0 z r LAYOUT: AB2 Q
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5=0.01 () Rim=149.6 Rim=149.6 E� '"out=150.9
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PROJECT NO.: 20731
L_ ? 1a?o� BASIN 1.1A ��'�9 /� PORT /ati.r2 m T:6 .1-1 r nape, -1
NOTES DMH-68 I/l =0 O' ✓ / �40.29 1136.94AB, 0TO in-1 .6
Rim-140.5 �F '� 8„hd e, 'nary ag xy �� 'tea' l�.y �s ;>'�,,=0.02 out/=r
1. THIS FINAL AS-BUILT PLAN WAS PREPARED IN ACCORDANCE WITH ITEM 87 OF THE 2"in-135.2 �� P /x teary "?s ?F 3"FM 3 h GARAG
TO-1 .5 L=103' �A \ d > 42.60 out= . -
N077CE OF DECISION-SITE PLAN REVIEW,MUL77 FAMILY HOUSING&REDUCTION/N 24"out(IR)=135.0 et m k��^\� c S=0.0 a5°�x 2xs �A 32 m=140.
32.4 '� 'o�, . 9 lq#0 01 143.53. Proposed
PARKING-SPECIAL PERMIT PREPARED BY TOWN OF NORTH ANDOVER OFFICE OF THE 12"out=136.6 4" � Teti-a � 2�9 / +?�CP. s.68 V.-4.4�
A7 134.98AB a 5, e 43.74
PLANN/NG DEPARTMENT,DATED DECEMBER 6,2016,AS MODIFIED BY A DECISION OF THE Sump=133.0 un�f for \/ h pe,L=4 V�x� �o `'1. �2 o s3 `� 14 5
PLANNING BOARD DATED✓ANUARY 23,2018. e / r BASIN 1.2A q LDI
retains I / =0.01 \ .90 �,? � �A x 3a g I=144. I 140.
2. THIS PLAN DEPICTS'FINAL TOPOGRAPHY,BUILDING AND GARAGE STRUCTURES,CURBING, Fj 2�P�40.
PARKING SPACES,UT7LITlES,&DRAINAGE STRUCTURES INCLUDING INVERT ELEVATIONS. c 2 2 a�� 2 3.7: N OFF E Mixed Use
( J DMk133.27 34. INSP Qi'�� a'U'L '�817 °� 144.06, xt.89
34.3 . , s� 9 2"GAS HE ITO S FROM
ALL AS INFORMATION BASED ON AN ON-THE-GROUND SURVEY BY HANCOCK Rim-141.2 n FT ati' ° / l r vii T _
ASSOCIATES BETWEEN✓UIVE 2018 AND MAY 2020. CERTAIN SUBSURFACE ��� H") 12"in-13/j.4��'3 a 2° P RT c 1423j% 8"44utb 137.0 0 a� f SSSIN
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INFRASTRUCTURE INFORMA770N IS PROVIDED BY DIAZ CONSTRUCTION SHOWN/N RED. S`` t3t.8 G Yc� t4t.24 fi 2 t42.t3 Development
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3 PARKING COUNT.'PERM/T SITE PLAN DEPICTS 392 PARKING STALLS(EXCLUDING 12" ut-I35.0 4'3 rt �"1 J F 41.23 °1 aV° �30" to m�1 -144'37 12"in 1404
G' •. 142.29 x P a '�
GARAGES AND LOADING AREASJ.FINAL AS-BUILT PLAN DEPICTS 394 PARKING STALLS x133.4 5 p=133 A z' F t41-32 � o v ox ^`°J�/`_ a R 143.90AB 30"in 8.3
34.9x BASIN 1.18 h P y:Jg3-4
PLUS 4 STALLS TO BE STRIPED AS A LOADING AREA FOR COMMERCIAL DEVELOPMENT / 134.a, ay' N T E� awe 139.50AB 0" 136,9
R 141.08AB s 2 S-0.01 419\
/ 137.87AB 12»In=1"6. 35.4 TA 141.53 I 1 5
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AS-BUILT PARK/NG COUNT/N ACCORDANCE / -135.3 x135.4 35.5 \s -69dP' F DMH-56 S=0.02 ary�� CB 44.38 9 p� Route 125(Osgood Street
20 W7TH PERMIT SITE PLAN x135.5 *v out-135. -s m=140A Rim- 8
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CB CATCH BASIN FM FORCE MAIN •x134.7 15 .=1 TOP 14"PVC W o 60 "oQ 4"GAS
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BOOK 954,PAGE 71 F, NO.BY APP DATE ISSUE/REVISION REVISION DESCRIPTION 3
PLAN//4446 EL c /
I ^ 8"DI VA LT FF=151.5' (SEWER) --
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4 pvc s ,DUD ��_e Ems'E 1143.33AB DWG:20731 Final AB.dwg
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-- --------------
EA SEMEN T148 �PROPOSED - 251.13'S21'00'29"W L ETC -- ® AB3
LAYOUT: AB3
/ SHEET: 3 OF 4
-------°y�`--(SEWER) 8"CLDI WATER MAIN I Fxicrinlr T ,., _ .-F T o
[PROJECT NO.: 20731
x 14tl.06 i4y.1a 1 i Sum 14S_5 154.81 155.0/ x155.18 \
14 s 145.72 146. 14fi.85 147.09 147.s7 146.02 1.99 p= 1 146.46AB 150.54AB
-144 1 140.47AB 147.63 BASIN 22B �ss.o0
V E 1 7.71 = 152.51 x 153.18 = - e.�
ri� 0. BASIN 2.2C 153.70 F5 \ `s\
1N OTH 14.90 150.53 'o n�11{76 S 155.64 !✓ p, 12"hdpe,
146.07AB xlssaz I \MITProposed
144.D6, x1.89 x146.07 x1 7.87 146.7 151.87x h 53.98 -21(5'M)
DiKt T10 S FROM 24 dpe�,L=4' 0.1 NSP.PORT Kim=539 154.61x 1.07 e, 1 153.64AB 15 Z��L-002 Kim
AD DSSIN DMH-5 5' v - 45.30AB '°6 n=148.�- _
� m - IP 1 146.41AB IF 1146.45AB 'n IP 1149.03AB M i. BASIN 2.7 h � 212"in=153.5\
AS Rim=143 n out=148.2 =.0
144.37 1 145.62AB 1146.69AB 152.2 = x153.8s j„ 1.,1.28AB O.
--� 12»In 140 4 145 4"GAS 1.7 1.0 153.40 154.36 // 1 X X t� 15"in=151.5 Mixed Use
C
MH-73 �149.45 try 91 151.83 -y 152.36 out(IIR(=146 P Uti7 155.33 156.31 156.98 / s� �I 18" ut=151.2 Mlxe v se
.90AB 30"in 8.3 m= / 5tiry 52.s2 BASIN 2.3 S»p-1444.5 Ti 3 iS�6Bis 1� \i
50AB 0' 136.9 15 4� 45.48AB 152.40 1� 4"GAS EASEMENT o 00 �s 2 ' 12"hdpe \
"=1455 15295 S TORM DRAIN) o =13' Development
c - 5 °� - 145.68AB
G c I 153.86AB =0.023
14.7 147.51 m 149.79-- � � _� � 50.99 151.72 152. -153.19,152.73 =153.66 154.22 154.58 G -G N -sue 155.41 G G 156.57 157.,,, /
1.9 - 157.15
15040 Ju -C-31 EL.45.5f 152.fi3 "1 � 0 155.97 155.98 1"hdpe, TEI:-153,8
01157,3
\
INSP.PG, �` \
MAINTENANCE c
- S-0.01
_ M4TCHSHEET2 1 Ro Ro Ro Ro MA7-CHSHEET2 ise
R m T SD so So So ® \ \�
- - ----
M d � RI_ sew ti
12"m=140.17 i L=2� S=o.01 Rim=152.5 4 s Route 125(Osgood Street)
MATCH SHEET 4 MATCH SHEET 4 12)o-15101 ha
30"In=139.7 =146. 30"in=145.6 / Rim=155.1 p \x m \ North Andover,Massachusetts
o i 8"hdpe, D-18 5=0.01 0 0 2"out=151 0 -4
30"out=139.2 L=235' BUILDING D-8 D-10 0 2)24"out=145.6 3)8"in=151.0 I L x oo�
8"in-146.3 Rim-149.6 Rim-149.6 BUILDING N G G / SEMENT," �' 5 U.1 ;y. `m P
S=GD1 ER EA oui=150.9
12"out=146.2 8"in-146.7 8"in=146.6 m DMH-61 CONNECT INDIVIDeA GAS � 20 W,DE SEW49 Z N v
6"INV OUT-146.10 / SERV ICE�CLOSETS ON Ex1S71NG 4 2
8"out=146.6 8"in=146.1 o Rim=1522 pCPN RE`ucA7Eo) PREPARED FOR
L=83',S=0-006 / PATIOS TYP 70 BE / S 02\ or \
CONNECT 8"out=146.0 � 8"in=145.8 ( ( � `� y
(SERVICE LATERAL) DIVIDUAL GAS F AS PI ANS D
BUILDING 24"m=145.5 BUIL NG�C i D-2 159 < Do \
CONTRACTOR (UNDER CONSTRUCTION RVICES TO 8,.hd e, ID10 1 12"out(NO-145.5 (UNDER CONS7RUC770N) / Rim-Ib4.9 \ A
z�OSE(T ON P 6"INV 0U=,4D 4 = The NRP
m� RESPONSIBLE FOR Rim=149.6 ® 18'out=146.5 8"in=151.9 -- 43 \
ID-12 PATIOS(TYP.) L-50 CONTRACTOR L=77 S- 1 159., 8"DI O W
TRENCHING LIGHT Rim=149-7 5=0.01 8'IN=147.1 Sump-143.5 �� 8"oui=151.8 �15949� m �W
SEE GAS PLANS a RESPONSIBLE FOR
Inv-14 6 POLE CONDUITS TRENCHING HT ( � -5 / 60
6'In=148.2 8"out=147.0 � Inv.=153.2 SE LATERALID
Inv=148.6 8'out=148.2 m POL �6N 1 S o 0 1 8�CLDI Group
2"PVC SLEEVE m Rim=154.9 Ut o
10FT IN BOTH o m E .,,cn DMH-41
6 in=1528 m
DMH-34 6"hd e, 0-7 0 6"hd e, / CLASS 52
p DIRECTIONS FROM o Rim=153.9 p 8'out=152.8 K m `' 1
145.85 =50' Rim=149.7 a o L=57' SEWER SERVICE m MJ TTING�
CROSSING m D-6 0 5"in=148.5 5=0.007 49.E EST 8"X 6"TEE m-
=141.9 S 8 8"in=147.8 Rim=149. 8"in=146.2 ( } m y
/ SEWER SERVICE i ro HUTOFF o 0
0"a 1�0. 1147.7{EST} / 4.7 TO F8;In=147. 30"in-]45.2in- q p A VE o �s
qq V 8 c qq t8„hdpe,L=12
----L--T----I--------------- --- ---- RD Rb --
RD --,r e„oI D- 530 and
B ab 6b 4 ® \ q F 9 Transportation Boulevard
C F TEE 8"X 6"TEE 8"X 6"TEE
8„D1 G I46.15AB STUB
149.53AB
( 7 -154. X �P Cleveland,OH 44125
w w w w w w w W w w e, w w w w w w w r Q?oZ
149.38 E E E150.45 s 150.51 _1 .1.88 .05 WATER LINE IN ER DIAZ(TYP) 158.91 159.24 16.12 52.1 �, 'so
151.57 1.98 153.71 =3 U
ETc F E E E E E a CB-1 S �Q SMH7 5 4 - 0 OSE 6"inv N1 5 I oy sF
GAS E Ft ETC QpIYP a� 6"PGPC P 8 CLDI V MAINT. 4 6� f DMH-2� yc� HANCO��
N V 7 ca5c �12"h PORT o_ s
Ple 2"a 49 l� = L_ G 3 G G G G 12"in-15
G G G G G G G 8 CRJ'in = � � G G b5 D BAS LOCA ION t \
� in=159.8 2
Rim=1 48.77 149.02 ) 0.12� 150.30 151.49 151.76 , 152.78 153.35 ro�=00154.57 hdpe=160 156.42 156.8 158.53 160.0 160�1 12
hh 2 hdpe, 8" IN=1 -xi F-9 P H i DMH-10 pR p HYDRANT 2"In=1554 ASSOCIATES
_kfG' Ef t5'B1 2"GAS STUB(OLD) ' 2' BASIN 2.6 e -0 5'I D. h 2 �h b ��a 15"out=155.1
`NT / 146.97AB 147.80AB _ - RI 7 0 i BENC MAR 0ti
im=3.3 h rn 6" i1
'ING&U ITY)2 7 �� DMH-35 a-0.008 h --C�153.zs DMH-410 149.89AB AREA=404,926±S.F.�95 B±AC.)IP 154.O6AB H D, ONEE BOM24"in=147.8 _ �a��3.17 x1.96 x149.66 < < 150.28x 15100 DMH-35 x151.73 152.49 1=146.7'(DIAZ) `n x154.26 155.9x x1 1J.ai _ ( x159.67 ELEVATION=�63.4�INV 155.35AB
151.49 152.91x INV 160.11 AB
B 44 77 Rim=151.,' 2"In=149.0
lro MIN. x1 8.93 ^�A \
724. 7g QQ P 148.74AB 6 qA - 149.94AB _ �! _ =0.012(M S-0.02 g
Civil Engineers
S^a^ a� 12"PVC SLEEVE G 12 hd e 153.4 o% DMH-1D 160.74 �-2 CPP ,M D
_EVE N1641'p0"E7.6 xti p =1 .25 h 10 In=149.3 BASIN 24 h 62 c =0.02(P
2146.40 149.22T IN B TH 150.458�'out=147.1 151.25 _ 151.98 152.91 153.44-13 154.05 1 -,154;98 1 5.89 157 5 58.22 159.69 _ ) Q
L-1 5=0.02 6
PRO OSED ASIN L CATON ® 2� �-1 6174 ry�\� Land Surveyors
bN FRO ECTI NS F OM \ 1� -4 EASEMENT Rim=1 3. 0 147.8 � S
Q 11 147.69AB $ 2"ou=1 9. 7483 est JG ROS ING \ Rim=1 (ACCESS,PARKING&UTILITY)M INT. 10"hdpe,
1a e \ 45.62AB 5=0.1 0
G G G G G G A PM � °"PUN f"i49 5 ee-17 Wetland Scientists
N V 2 -C' S S S WATER "7' 6
�148.63 149.41 150.81 15144 S 152.12 �152.92 S rn�153.86 154.04 1.11 'pV 5=0.0 M 156.20 157.04 157.10 158.48 159.63 �_\ �} Y \"' Rim=163.6
s8 S S=0.009N) _ B 4 6"S=0.20 NV.=151.45 STUS=0.01(P)PH ) 57.08 INV.=154.78 vl// 12"out=16
ss ss &TO 8 S-0.009 8 Pv 5=0.009(P) C 16___
ss g;PVC_ 5=0.0o3(M) D - n 148.51AB -1477 =14 NSest CB-16
- _ s=o.006(P1 C ETc Tc
x -449 MT 2"RIGID INSU ATI N E S '\63 Ou*160.1
E NV.=155.0
PM AS REQUIRED) m 2"PVC SLEEVE 6"INV OUT=154.2 STUB Tq pTER 2"h
oLE,SET 10FT IN BOTH FOR PHASE 2 c 315 ELM STREET,MARLBOROUGH,MA 01752
n T� WATER V 1 147.62AB L=10',S-0.02 2"hd e 0 \ L=12'^
Erc STUB FOR PHASE DI CHOPS FROM 1146.73AB p, ( ) ( )
=145.15es SERVICE LATERAL STUB N6 z VOICE 508 460-1111,FAX 508 460-1121
q E If GT top 148_65 max CROSSING C 24"hdpe L=182'5=0.008 L=44' n 0 S-0.02 m
� FOR PHASE FF=162.5' ® �s �, www.HANcocKAssoclATEs.coM
-I 146.37AB 18"tap to outlet nv 6"INV-154.3 S-0.027 0 IT J n
outlet Inv=147.15 max I,,pp��V- 9.5 I-15ZD hF--161'D� BUILDING PAD
6'PVC m SET TO 145.5 PROP SMH6(5 0Z STUB WATERLINE STUB WATEYCLIN / L=10',5=0 02 BUILDING PAD EL.161.5, �6� x N
In 4 e 1a5.65 RIM=150.6 FOR PHASE 2 FOR PHASE 2 (SERVICEfFA7TEIr59.9'UB EL 160.0' CB-15
=146o Z 6"INV IN-145.60 FOR PHA
a er 33'+ GT tow 14a.es m w ��LD?acPAO R1m=160.7 A
s"t p to inlet pv 6"INV IN-148.1 -146.55 EL.158.0'
inlet v 147.4 max 15"out=157.2 ,60 °' \
8"INV IN=145.65 o
SET TO 145.75 m
GT to 47.0 FF=1 D'INV OUT=145.57
grade 1 0±
�1 BUILDING P 6„INV OUT-148.6 FF=NO156.PAD'
h £L.154.0 BUILDING PAD
L
lu L=12',S=0.02 EL.J55.0" n>
W W (SERVICE LATERAL �''f w
�171 \
yslue FOR PHASE 2) w CONNECT To
V NV.=148.3f MAIN VF \
EXISTING GAS
h h w EASEMENT I3 -
�' (ACCESS&UTILITY)
1
173.56
3
}\ O
I 4
/� O
DMH 13
1 Rim=156.1 CB-1 / / / °
® / 5 In=149.75 NO.BY APP DATE ISSUE/REVISION DESCRIPTION •3
® E j Rim=159.1
/ 12 In=154.2 Out-155.6 -' DATE: 6 05=20'DESIGNED Y: -- a
4 Ezc � 12 In=152.5 ______ �� SCALE: 1"=20'CHECKED BY: JP
/0 "CPP 5=0.012M / DRAWN BY: RD APPROVED BY: JP �o
24' out=149.25 s=D--oicM _ 01
V G 2,/ D B ---- 12:,hdpe, _ 44 `o
-1544 a_
LOT 1 S=l
_ FINAL
FG E'�15 out-] Q 012(M') 5-0.133(M)_ I
AI�195,726±S.F.(4.4 S-0' S^cPir 12"hdpe, s=o.oz(P)�6.1 __
�p
Ell � /E 1 J p 01 U�e L-1 i J L-5 12-OUt=1 -- GRAPHIC SCALE: 1 INCH=20 FEET AS-BUILT
S=0.02 0 10 20 40 BO ^�+ �+v y
s=o.o2 _ -- LEGEND &ABBREVIATIONS NOTES PLAN
IN
ET E� _ -- - 1. THIS FINAL AS-BUILT PLAN WAS PREPARED IN ACCORDANCE WITH ITEM 87 OF THE
-E- -- -- ® 2� AS-BUIL T PARKING COUNT IN ACCORDANCE NOTICE OF DECISION-SITE PLAN REVIEW.MULTI TI FAMIL Y HOUSING&REDUCTION/N (4 OF 4) w
4,P WITH PERMIT SITE PLAN PARKING-SPECIAL PERMIT.PREPARED BY TOWN OF NORTH ANDOVER OFFICE OF THE
7,
p=23�'�� _-- PLANNING DEPARTMENT,DATED DECEMBER 6,2016,AS MODIFIED BY A DECISION OF THE o
® ® Ls813'4f R=1�'00' -------- 17 1 PARKING COUNT REWSION• PLANNING BOARD DATED✓ANUARY 25,,2018.
PERMIT SITE PLAN->AS-BUILT PLAN 2. THIS PLAN DEPICTS FINAL TOPOGRAPHY,BUILDING AND GARAGE STRUCTURES,CURBING, o
PARKING SPACES,UTILl77ES,&DRAINAGE STRUCTURES(INCLUDING INVERT ELEVA770NS). "
AS AS-BUILT EST ESTIMATED DWG:20731 Final AB.dwg
ALL AS-BUILT INFORMA170N BASED ON AN ON-THE-GROUND SURVEY BY HANCOCK
CB CATCH BASIN FM FORCE MAIN ASSOCIATES BETWEEN✓UNE 2018 AND MAY 2020 CERTAIN SUBSURFACE LAYOUT: A34
----- CO CLEANOUT INV INVERT INFRA S77RUC7URE INFORMA77ON IS PROVIDED BY DIAZ CONSTRUCTION(SHOWN/N RED). Q
------ DI DUCTILE IRON S SLOPE 3. PARKING COUNT PERMIT SITE PLAN DEPICTS 392 PARKING STALLS(EXCLUDING
(WATER L/NE) SMH SAB4
EWER MANHOLE SHEET: 4 OF 4
------- � GARAGES AND LOADING AREAS).FINAL AS-BUILT PLAN DEPICTS 394 PARKING STALL
DMH DRAIN MANHOLE
PLUS 4 STALLS TO BE STRIPED AS A LOADING AREA FOR COMMERCIAL DEVELOPMENT. PROJECT NO.: 20731