HomeMy WebLinkAbout20170905 As-Built plan - As-Built Plan / Installation Certificate Form - 25 ORCHARD HILL ROAD 3/30/1998 I
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D.M.H /84 B6 LANDSCAPING SCHEDULE
LOAN AND SEED
V I V 82 CID. 82 1 %/ 88 SYMBOL DESCRIPTION • 2• —HIT.CONI'BI7'.COND CUROP B
G�
G J N/F 2 TO 2-1/2'CALIPER TREE 2'BIT.CONC.DINDER COURSE QR`P o\
84\ H -�•-% ARLIT (MAPLE' Ax,ETC.)
�' �r\ HAVERHILL
'\ EXISTING 4�GAS LINE pp,, a'io 6'HIGH SHRUB 1.41G- AT
E HYD. GO `0' (ARBORVITAE•HEMLOCK,ETC.) BOX�F RO DRo D I
•H. -J D'COMPACTED GRAVEL BASE
ROOT BARRIERS ARE TO BE INSTALLED
BB _ OR— J / WHERE PLANTINGS ARE TO BE LOCATED 7(7
WITHIN 6 FEET OF ANY DRAINAGE
FACIL ES
BARD
' � END OF EXISTING WATER MAIN (APPROX.) � EXISTING suDGRADE MATERIAL �
C/1 EXIST..
- 8"WATER MAIN 2 Tn'rjpOD W �R'\\
C.B. XIST.. D.M.H. RO D C.B. _ 9 • FOR AREAS WHERE RUNOFF WILL FLOW OVER CURB
V / J ETEN 4141N 1F C •H. / �� See revised plan, Cul-De-Sac \
EDGE OF¢AF !Sting Pane PAVEAIEN' 8 160' ofeFrontageefor to provide
/ TYPICAL PAVEMENT AND CURBING DETAIL g B
(' L
IIlE
C.H. 1]t � / � � � LOCUS
r -�--HydFaTYC z m / ea '
O / S 79'34'. Gv
VHYDR
/ 1,296 Tb oP a• / oo-----� / d'
�c / LEACHING BASINi-
W Q 88/% RIM = 94.8 RIM=B. / PT 1 'I
0 0 4'X 8'WOOD/METAL SIGN p.� ® -3 EXI 35' X 30' BB
0 ON MASONRY FOUNDATION _ 98- \ ® ED LEAC ING FIELD \
PLANTING INSTALLED PER P-2 OP-2 LOCUS MAP
O DIRECTTON OF PLAN 140' \ SCALE: 1" = 150D'
PoPROPOSED CONCRETE / _ ' _3p0 l l --
HANDICAP ACCESS RAMP J / _Q', LEACHING BASIN
/1RIM
190 S o = 102.0 \•
ASI
REINFORCED CONCRETE / RIM = 10.0 / 20' X 10' PARKING SPACE (TYP.)
RETAINING WALL(TYP,) /.�._' - 7 - / —I '
MAG-DATE
/ o•scH 4o PVC EXIST. ELEC., TEL., CABLE SERVICES
� / •//l (ROOF DRAINAGE) BS rt D4 / I
NIF v4 104-__ / 1 /
MERRIMACK VALLEY S a f'' ' IBS N/F
o ti o EXISTING 1B GEORGE R. BARKER, JR.
FEDERAL CREDIT UNION m 1 BUILDING 25' / w \\
y j 9,800 S.F. (T�) — `� PARCEL I-2B
o
140 SF \ 147.750 S.F.
LEA
-- CHING-Bh3jN-•
10a _ / FLOOR SLAB RIM=104.6
a
\ ELEV. = 107.0 .. �°ih z
\ los, 1I I ZONING SUMMARY
ZONING DISTRICT: INDUSTRIAL 1
`\ \ 70' 1 Ile \_\ % EQUIRED/ALLOW OVIDED/AVAILAB
—EHAIC ---" ------ �GHT POST (TYP.) 1\Z %/ / MINIMUM LOT AREA 80,000 S.F. 80.003 S.F. j
MINIMUM STREET FRONTAGE 160 FT. 150.00 FT.
114 \\b j MINIMUM}BONY YARD BETB CK 60 FT. 140 FT.
--114---- ------ MINIMUM SIDE YARD SETBAC 60 IT. 62 FT. l
MINIMUM REAR YARD SETBACK 50 FT. 108 FT.
MAXIMUM FLOOR AREA RA730 0.50:1 0.12:1 j
108, RESERVED FOR F 116 -�,� / MAXIMUM LOT COVERAGE 35% 12%
FUTURE PAR ---� / MAXIMUM BUILDING HEIGHT 65 FT. 28 FT. l
ANSI a --- MAXIMUM SIZE OF SIGN 100 B.F. 32 S
15 SPACES .F.
(+ ) w� j
oa' 116
PARCEL I-2A
80,003 S.F. PARKING SUMMARY
TYPICAL LEACHING BASIN s>I .01
E / ATHLETIC FACILITY {
\\.� 12D % PARKING REQUIREMENT 1 SPACE/4 PERSONS 1
Varies -�1 leo ——--—�.�-� DESIGN CAPACITY OF FACT TY 66 PERSONS I
NUMBER OF SPACES REQU ED 17 SPACES r
NUMBER OF SPACES PROM ED 28 SPACES
=--10' N/F 1g2
AZIZ
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AS—BUILT PLAN t
124 FOR
3/4"TO 1 1/2°WASHED ST LOT 1-2A ORCHARD HILL ROAD
I
LONGITUDINAL SECTION IN
JUMBO DRYWELL BY NORTH ANDOVER, MASS.
SHEA CONCRETE PRODUCTS
OR APPROVED EQUAL CATCH BASIN FRAME NORTH ANDOVER PREPARED FOR
AND GRATE:NEENAH PLANNING BOARD
F¢' 3' FOUNDRY#R-3210A
OR APPROVED EQUAT♦ GEORGE R. BARKER, JR.
00 0 Goo 0 coo Scale: 1" = 40' Date: 3/30/98
°o __ o REVISED OCTOBER 13, 200
FILTER FABRIC 4.87'
48"I.D.X 24"HIGH PRECAST
CONCRETE MANHOLE RISER Scott L. Giles, R,P.L.S.
SECTION (SEDIMENT TRAP) Frank Giles
North Andover, MA
CROSS SECTION DATE: (978) 683-2645
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FEDERAL CR EDIT UNI(M ! 7
PARCEL 1-211
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NORTH ANDOVER,MASS.
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