HomeMy WebLinkAboutEnterprise Bank As-Built Plan 7-21-21 REV 3-12-24 - Plans - 247 CHICKERING ROAD 3/12/2024 Engineering
Design
Planning
cahaT�Ott P1 I Construction Management
603.893.0720 GPINIET.CCIA
q1b WF 8A Greenman-Pedersen, Inc.
44 Stiles Road,Suite One
MAP 46 LOT 3 Salem, NH 03079
N/F 99 REMAINDER 11 LLC
3038 SIDCO DRIVE
1b X,
NASHVILLE, TN 37204
BOOK 6552 PAGE 25 PREPARED FOR
(RESIDENTIAL 3 DISTRICT) .Ise eM,s
puE�s by Steve
CCB
CCB ENTERPRISE BANK
222 MERRIMACK ST.
- - - - - - - - - - - - - - - - - - - -
-195- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-- - - - - - - - LOWELL, MA 0 1852
_196- 197 - - - - - - - - - - - - - - - - - 4 - -
a.e.
CCB
S1 2*56'23PPW
200.00
0
--------- 19B - - - - - - - - - -0_ _ _ _
------- jo) WF 7A
(TYP.)
-6. 197- NO SNOW
0 BUSH 6' VINYL
FENCE - - - - - - - - - -
==7 - ::� - - - STOCKPILING V
'37 -_ NO SALT I F�,
Ij LSA VGC - 7 21.9' 1cp ZONE" SITE
LIGHT POLE
rz
4 CONCRETE (TYP.) 0)
0 EXIT
PAD (TYP.) 2 SPACES
DUMP-STER 7 LO
ENCLOSURE I "o
ENC I
�p BITUMINOUS X_ cm
NRI CONCRETE "DRIVE UP ATM"
ch i>-Cn LU
M-< C
�_9
n 0 LOCATION MAP
it rn CID 161T SSLW '11p (NOT TO SCALE)
II CN 1. BOLLARD 0 LO
CONCRETE PAINTED PARKING
(TYP.) PAD (TYP.) n 6' VINYL SPACES (TYP.) 0
CB-2 >_r)_1 FENCE WF 6A
RIM-194.39 n-= w 00
INV=190.58 HVAC 0 NOTES:
0 UNIT 41 1 TOM
\f' VGC cl�I-�b 1) THE PURPOSE OF THIS PLAN IS TO SHOW THE Q
MAP 46 LOT 3 BUILDING AS-BUILT SITE CONDITIONS AS OF JULY 21, 2021. 0
OVERHANG (TYP.) GENERATOR THIS PLAN IS THE RESULT OF AN ON-THE-GROUND j
N/F 99 REMAINDER 11 LLC FT 2 MAP 46 LOT103 FIELD SURVEY PERFORMED BY THIS OFFICE BETWEEN
FII^ FILTERRA
3038 SIDCO DRIVE _7 N/F COBBLESTONE
NASHVILLE, TN 37204 cj:p 0 LSA TREE WELL FEBRUARY 2019 AND SEPTEMBER 15, 2020 AND
BOOK 6552 PAGE 25 -61 LINES PER I CROSSING REALTY TRUST FURTHER UPDATED JULY 2021.
-13 `�7 1:11- /-ROOF DRAIN DROP INLET 7 COPLEY CIRCLE
0 1 "", I L SITE PLAN I
(RESIDENTIAL 3 DISTRICT) 'Cif _z_ 194.41 NORTH ANDOVER, MA 01845 Ii
1 81.5- BOOK 3925 PAGE197 2) BEARINGS SHOWN HEREON ARE BASED ON NAD83 PER
UO (RESIDENTIAL 3 DISTRICT)
GPS OBSERVATIONS PERFORMED BY THIS OFFICE ON
FEBRUARY 5, 2019.
< "NO SNOW WF 5A z >
co ST
OCKPILING 3) ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88
ALT 0
NO S
Ln ZONE" PER GPS OBSERVATIONS PERFORMED BY THIS OFFICE
w to ON FEBRUARY 5, 2019.
0 0 MAP LU in
< '101
(D V)
> 24,952 Sq.Ft.
10 4) LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE
0.573 Ac.± 0 100' BUFFER ZONE
ONLY. ADDITIONAL UNDERGROUND UTILITIES OTHER
- < THAN THOSE SHOWN MAY BE ENCOUNTERED. INVERTS
8.0 15.8' 9.0, 9.0, < La
LSA ift ARE LISTED IN A CLOCKWISE DIRECTION ENDING WITH
7 3';: 50' NO BUILD ONE
LO 11 THE INVERT OUT (UNLESS OTHERWISE NOTED).
1-STORY BRICK :3 LU z CONCRETE RAMP
RAISED BUILDING 0 GRADE BREAK
Ln 0 5) THE SURVEY TRACT IS NOT LOCATED IN A SPECIAL
"ENTERPRISE BANK" (TYP.)
CONCRETE (n
ISLAND W/ 3,285±Sq.Ft. FLOOD HAZARD AREA (100 YEAR FLOOD) PER FLOOD 0
FF=196.52 (n BOLLARDS In INSURANCE RATE MAP NUMBER 25009CO236, WITH AN
II CANOPY SUPPORT BUILDING HEIGHT=31.48' Ld EFFECTIVE DATE OF JULY 3, 2012.
I II BITUMINOUS COLUMN (TYP.) 25' NO DISTURBANCE ZONE
V) C5, WATER SERVICE LIN PER
lc� LO DESIGNPLAN FIELD WF 4A 6) A TOTAL OF 20 (19 REGULAR, 1 ACCESSIBLE)
CONCRETE S AND
CONCRETE LOCATED SITE FEATURES
3 RAMP 0 CLEARLY IDENTIFIABLE PARKING SPACES WERE
f OBSERVED IN CONDUCTING THIS SURVEY.
"RESERVED
VAN ACCESSIBLE"
BUSH
APPROX. LIMITS OF UNDERGROUND (TYP.)
ct�
BUILDING INFILTRATION SYSTEM
1 141 OVERHANG (TYP.) OCS_1 BOTTOM OF STONE=192.5D
RIM-195.37 lc� BITUMINOUS
TOP OF CHAMBER=193.83 BIKE RACK CONCRETE OF 4�4,
1cp INV,OUT=159-81 4 CONCRE
DAVID cy
Ji I ---- - ---- R.
rn
C-) 'jur-IIJAN
I -u'"u'u'
7 u'
_LS A t LSA "3871
C�l x� NO. 3871
0",
Z 4,
GRASS 79 0 WETLANDS DELINEATED BY <
CCB ie) CONC. WALKWAY NORSE ENVIRONMENTAL
0 +WF 3A SERVICES ON JANUARY
DMH-4 /0 190 WF 3A (REV)
11, LU 30, 2019
RIM=194.64 0-1
0 1 -196, "NO SNOW > 3/12/24
NV.�N-1 90.03 - - - - - - x
INV.N=1 90.00 CP STOCKPILING0
INV_IN=1 89.81 \ \ NO SAL
CB-1 INV.OUT=1 89.99 12 xp ZONE
Ld 11J'3'*t"
RIM=194.17 D I `�
INV=19D.30 12"HDP �71 D REVISED FLAG LOCATIONS PER
I BUSH 20.0, 16.0'
(TYP.) 19.8' 15' 0( NORTH ANDOVER CONSERVATION
I I ir� I / REVISIONS
GRASS - - - - - - - - - - - Fr-1
LSA bo F LTERRA APRIL, 2019
x P*1
COMMISSION AGENT AS OF
7 TREE WELL
T 1cp LSA
A=90*00'00" I LSA 0) 16.01 LSA wi GRASS GRASS
R=15.00' N
bt --?-12"HDPE DROP INLET
OVERHEAD L=23.56' b. - - - - -Ev: ISA
WIRES (TYP.) L 185.00' - - - - - - - - - - - -- - - - - - - - - - --- PVC WF 2A (REV) WF 2A
- - v I - *56'23"E 1A
_4 1 A N12
"EXIT" CONCRETE SIDEWALK BRICK SIGN ------ -------------
DMH-I(FD) BASE A -
DMH-2 x
RIM=195.15 GRASS LEGEND
NV.�N-1190.113 MONUMENT SIGN R M= 95.813 14�
15"RCP DO NV.N= 90. 4 "ENTERPRISE BANK" INV.IN=190.67 "DO NOT ENTER" DETECTABLE ARNING
NOT ENT G) INV.IN=191.91
x INV.DUT=19D.10 1 "ONE WAY" PANEL (TYP.) -90- CONTOUR ELEVATION
12"RCP "STOP" & ER INV.OUT=190.7 "ENTER"
- - - - - - - - - - - - - - - - - - - - - E _ TREE
z- - - - - - - - - - - "TAMS.QE OVERHEADL/ DETECTABLE WARNING 0
WIRES (TYP,)
PANEL (TYP.) UTILITY POLE
"NO OVERHEAD
NEXT SIGNAL
194 WIRES (TYP.) GUY WIRE 2 ADD SNOW SIGNS 3/12/24
All
WV PARKING"
0 W_ W 00 vv W -W W W-W-W W W-W OVERHEAD WIRE
?1 0
0 00 0 1p 00 8" WATER
00 0 0 ry_YY_y_Y_Y_y ' TREELINE
RIM=193 L DMH-3 BIT. CONC. SIDEWALK 1_�W-W -W
1 REV. TO SHOW 2/12/24
NV,IN=189.29 BIT. CONIC. SIDEWALK WETLAND BUFFERS
INV.OUT=188.62 RIM=194.18 CK P13 PULL BOX
INV.IN=189.42
NO. REVISION
VGC VGC.1 INV.OUT=1 69.37 VGC 0 CONC. SIGN DATE
DETECTABLE WARNING 1p p RAMP DETECTABLE WARNING DETECTABLE WARNING
PANEL (TYP.) PANEL (TYP.) coC.
ZE PANEL (TYP.) CBCI 506 SPOT ELEVATION JULY 21, 2021
SSLW SSLW RIM=194.25 SSLW SSLW RAMP
0 DRAIN MANHOLE DRAWN/DESIGN BY CHECKED BY
II El CATCH BASIN
CHICKERING ROAD ROUTE 125/133 GAS LINE PER ROOF DRAIN AKC/DPD DRJ
(PUBLIC 80' WIDE 1931 LAYOUT) DESIGN PLANS co CLEANOUT
DSLY DSLY DSLY SEWER MANHOLE
DSLY VGC GRANITE CURB
VERTICAL
CCB CAPE COD BERM
SEWER LINE DSLY DOUBLE SOLID LINE YELLOW AS-BUILT
PER DESIGN
L PLANS OWNER OF RECORD: SSLW SINGLE SOLID LINE WHITE
MAP46LOT4 G GAS LINE
PLAN REFERENCES: PLAN
SSLW SSLW ENTERPRISE BANK&TRUST CO. -U/C&T- UNDERGROUND TELECOMMUNICATIONS LINE
SSLW 222 MERRIMACK STREET
"SITE REDEVELOPMENT PLANS FOR ASSESSORS MAP 46 LOT 4, R�M-1195.33 LOWELL, MA 01852 - W - WATER LINE
247 CHICKERING ROAD, NORTH ANDOVER, MASSACHUSETTS INV N= 91.06 BOOK 15920 PAGE 212 - E - UNDERGROUND ELECTRIC LINE
01845" PREPARED FOR ENTERPRISE BANK, 222 MERRIMACK INV*IN-1187.09
�NV.06T- 86.96 - RD- UNDERGROUND ROOF DRAIN LINE SCALE:
STREET, LOWELL, MASSACHUSETTS, 01852; PREPARED BY MHF 10" VC SEWER 8" VC SEWER 1"=20'
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VINYL STOCKADE FENCE
DESIGN CONSULTANTS, INC.; DATED MARCH 13, 2019; REVISED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
C,
L-L I I
I L 717-171
L__A -I I
L -1
L I I I
F-1 71
71-T7
0
"No SNOW
STOCKPILI NG
S
N �T
D
Z
THROUGH 9/4/19. 57
_G 6" CS GAS
019
-C-G-G-G-G-G-G-G G G G-G-G-G-C-G-G-
0 10 20 30 40
C
SCALE: 1 = 10' OF