HomeMy WebLinkAbout2003-04-08 Recorded Plans 6/17/2003 lI z/
ABUTTERS LIST INDEX TO DRAWINGS
(300 FEET MIN. TO LEASE AREA LOT)
------- --------
/5-1H NAME AUIDRU$
L T(OWNER)OIW OF LAWRENCE AIRPORT COMMISSION 74-03 RICHARD YEE, TRUSTEE SPECIAL PERMIT SITE PLAN FOR
1. TITLE SHEET
492, SUTT'ON STREET CHINA BLOSSOM REALTY TRl1ST NORTH ANDOVER, MA 01845 946 OSGOOD STREET 2. EXISTING CONDITIONS PLAN
74-5 JOHN F"ERREIRA
NORTH ANDOVER, MA 01845 PLANNING BOARD
35-50 CYR ASSOCIATE:!
3• LEASE AREA PLAN
080 OSGgf)q STREET 35--23 TOWN OF NORNORTHANDOVER
NORM ANDOVES NORTH MA 01845 NO MAIN STREET R1'H ANDOVER, MA 01845 4. SITE DEVELOPMENT PLAN
fl39 BOS-TON ROAD
WARD HILL, MA 01835 S. GRADING & UTILITIES PLAN
74-e-2 UNITS 1, 3, 4 VINCENT B.& SHEII.A I... LANDERS, 6. SITE & LIGHTING DETAILS
ANDOV ER BUSINESS CENTER 7. DRAINAGE & EROSION
TRUSTEES
tANDERS BUILDING CONDOMINIUM NORTH1000 OSGOOD STREET
NORTH ANDOVER, MA 01845
CONTROL DETAILS
74-6-2
4 B 2TDIFIRINKWATER
13 OLD `ALEM PAT
�00 BUTTON STREET $' SEWER/WATER/DRAIN DETAILS
MAGNOLIA, MA 01930
9. A-1 BUILDING ELEVATION &
74-23 KNIGHTS OF COLUMBU S ASSOCIATION, INC.
505 SUTTON STREET FLOOR PLAN
NORTH
77ES' ANDOVER, ET 01845 NORTH ANDOVER, MA SSA CHUSET TS 01845
L-1 LANDSCAPE PLAN
rl
74--24 NORTH J. L.. M, MA L-2 LANDSCAPE DETAILS
477 SIITT'ON STREET
NORTH ANDOVER, MA 01845
1 OF 1 WPD ZONE SUMMARY PLAN
CIS
133
a�0 LAKE ... - ,- _.. ....... ._ _�...,.... ,..,.... ((MAP 74____
Q COEHICHEWICK b�NK ATDERS )
1 I L.AWRENCE CLARK �
r'I MUNICIPAL MAP 5
_": .. l} r � rr� +ii ��CJp` .OT 530 MAP 35
,I ..Q,
''"lr;1lu r1rM
i
,�
j
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LOT-23
(N. ANDOV
ER)
AIRPORT O (CYR ASSOC.)
MAF 74 lTloTeOLD IRREIRA)GLARK `T. 0
R O SITE\T E TOWE OSGOOD ST.
APORT CONTR LE(PROPOSED LEASE
NfANCE MAP 74
LOSSOM)
4/� DRIVE V
-
..
\
HUR D NGL. r — -)
N .R; �.i.. �" r ' (,;�, r a 4V /' 1 �, . MAP 74
for 23
C) ( +�v,b r 44 r( AIRPORT , KNICHT$ OF
✓ ',r ENTRANCE ✓
/� A��'� ' C.9V ,r 4:`t✓. ! �" I �: �~ DRIVE MAR fIN N) �/
� / F f^+�l coLUMBu
\ CJ7 4 .r r cNriVr' r Y' rTuralj r �' i'w4/'fbr^, .. P / 14MA �� _.. ..
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a ,
L lCFdai,
TT R /\ (Jj 1 1 J .)����ro ¢T 1F i k � J���T �_ �1J ,SURREY �-
, (OWNER AIRPORT COMMISSION)
495 133 TI
.� 7r1nr rfi lraatuver�Reticala Or
r,uamat 1 en 'n,artn..truNuA4Xnta9ni�r 1�..
i - - - ..--------- r S
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VICINITY M - - v r *O1t;`b3
LOCATION MAP AP___ .
NOT 1'0 SCALE) SCALE: 1' 300't r
7 MISC. REVS.SHEETS 4,5,&7 KRD 4/8/03
6 MISC, REVS. KRD 3/20/03
5 MISC. REVS. KRD 2/14/03
4 ADD SITE HYDRANT KRD 2/7/03
3 CLARIFY NOTES 4.136&8.1 SHEET 4&SHEET 3 KRD 01/02/03
2 MISC BUILDING REVS, KRD 12/11/02
1 MISC REPS & ADDITIONAL PARKING KRD 12/4/02
NO. DESCRIPTION BY DATE.
r Prepared fors REVISIONS
TITLE SHEET
NORTH ANDOVF,R BH,9lNFSS CFArTF,R
THIS IS TO CERTIFY THAT TWENTY (20) DAYS HAVE ELAPSED
l 1 FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. A.S SFS500 SUTTON2STREETLIGHTHOUSE r B
,, NORTH ANDOVER, MASSACFIUSEII'S 01845
CLERK: ^S"„ PREPARED
REPARED FOR:
(L✓)!y , LICHT'E0iJSF. 2£A L,"TY 1RL7S T
REALTY
TRUSTOWN s
r)aT 1 APPROVED BY THE_TOWN OF NORTH ANDOVER PLANNING BOARD LIGHTHOUSE REALTY TRUST
ra
109 BLUE RIDGE ROAD
__, NORTH ANDOVER, MASSACHUSETTS 01845
ItTE
Roadpsh,SulYeire 036 pne79
3 a
bµ Sal New Nam
ENGINEERS PLANNERS•SURVEYORS
— MHF Desi n Consultants, Inc— ---
--------- FILED
SCALE: AS SHOW DATE: SFPTf.MHER 11, 2002 ortAwlNc No.
138BGVR P6:DWG
/ DRA"N DY: CHECKED BY. PROJECT N0. >HHET N0.
UMC KRD 13880`L 1 OF 9
c�
QO�O LAKE
.� CHOP H1CHtlVlGK
LAWRENCE
1 .MUNICIPAL
(' AIRPORT
PLAN RFk'. 4 1 niM
is iuu� 1,.
QM 15 4)LO OI ARk'$T.
-- S1TE
- ;
AIRPORT
\� ENfRAN4"E
RIVF.
U \
T r 495
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133
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/J O NOT TO
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I l I $�
\ 00
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fi re /
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/..'' '4111 �'L,� , NOTES:
„a;.r..,: A.ea.'.✓,.,„,'AF;-,II._! t\."..:••.+:`�. >
0�
1) INDUSTRIAL 2 (1-2)
MINIMUMI-Of 0
80,000
G SqFt.
GENERAL
sweooe I AY V MINIMUM
I IMUI Of FRON 50
e arcnO
DISTRICT
p aROx IaCntit Front 50ft
Sid 50 "It.
PORTION Iq �� Rear 50
THOF E TOWN
T s MAP 74 REFER � OVER
LOT I—B
ORDINANCE FOR
VERIFICATION, ADDITIONAL PERMITTED
USES.
\ 2) LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE ONLY,
�.;+°xhV L \ . "! \ t+ � MAY BE AL. OUN
,P v. UNDERGROUND UTILITIES OTHER THAN THOSE SHOWN
ell i ��� ,��.. MAY BE ENCOUN fERED.
i" - til\\ ;>" >. '0 3) ELE:VAf10NS SHOWN HEREON ARE BASED ON NOVO 1929. CURB
"P V A(' ---_ T "X �r�� / PT V 'ESA„ar tti `^:'' sl I� I ! r ELEVATIONS SHOWN ARE AT FHE FOE OF CURB, CURBS ARE
0.50± HIGH.
h I� � J s✓/��I '�,�? � ,r� v � // � � :..,.�- J
I r° E '' <
III
\;
v �I ��a Ory'.d. I PLAN REFERENCES:
,J° x' �\ � / in�c onrn rlo ( ) [s+ I I /sa
II �Tj y
1) NORTH ESSEXEGI3fRY OF DEEDS (N.F..R.D.) PLAN $42 50.
3) N.E.R.D. PLAN 1924.
\ x - „�, a� a / ,'" ,^ 3) N.ER.D. PLAN #566.
r
I � -
r
v ., �,, t 4) N.E.R D FILED PLAN�20`jAl1Gl1ST 1917 LAYOUT OF CLARK STREET
a, ,)^ �" ` �-- ° ,) o I ) AND A PORTION OF .UTT N STREET, COUNTY LAYOUT Nn. 2215).
L «�T
w'
a I�
r�
h .
_ a
_� CERTIFICATIONS:
IX
�t-
". 1) CERTIFY THAT THIS SURVEY PLAN SHOWS THE PROPERTY LINES
w'" /t_ �__ --"-"'"--- �-�.n.- RI�i' Fr. ! THAT ARE THE LINES OF EXIS PING OWNERSHIPS AND THAT THE
,p w,.�,. �.. �, LINES OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR
r� ,p ,, ,✓' N , 1{ 'r° + I'" PRIVATE WAYS ALREADY ESTABLISHED, THAT NO NEW LINES FOR
OF EXISTING OWNERSHIP OR FOR
"� � arj� `;�° DIVISION . NEW WAYS ARE SHOWN
�,�r „ .:... � ,y"_..._ f,^ _.._/ _" -. - a'e;, / , �T„ 2) I CERTIFY THAT THIS SURVEY AND PLAN CONFORMS TO THE ETHICAL,
w „
+`" PROCEDURAL5URVEYING IN TECHNICAL
UARDS FOR TFI6 PRACTICE OF
COMMONWEALTH OF MASSACHUSETTS,
,P �,rd A „{� {� �t'' J/ " Y t'" �' - "�--- 3) CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE
�i
77/ v V I II / �An rnt II s, <30 WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS OF
n rr THE COMMONWEALTH OF MASSACHUSETTS
iR N MASSACHUSETTS,
..
—Al � F
I r Ev
41
1 I
!Yn g
r" d
IT
CHRISTOPWER FRANCHER, P.L.S. DATE
FOR REGISTRY USE EXISTING CONDITIONS PLAN
tLl 52 I APPROVE
D BY THE TOWN OF NORTH ANDOVER PLANNING BOARD
"` --`-- ---- NORTH ANDOVER HiI.YlNF.SS CF,NTER
500 C)I"' _(-.)�.-�d S".� AssES 74 LOT 1-D
-- 50O SUTTOT'ON STREET
o k 7 E'� J)1\ZE?[�7 .5 LEGEND __ --- _. D E NORTH ANDOVER, MASSACHUSETTS 01845
U-fILITY(/ POLE e WATER LINE _ _ PREPARED FOR;
DRAIN MANHOLE "taP WATER VALVE FILED LIGHTHOUSE REALTY TRUST
109 BLUE RIDGE ROAD
SEWER MANHOLE FIRE HYDRANT ..._..----_ NORTH ANDOVER, MASSACHUSETTS 01845
❑ CATCH BASIN GAS VALVE i Islam mmm= 103 Stiles Rood, Suite One
1,( = r ME S.Z. New Hampshire 03079
-- ---- OVERHEAD SERVICE WIRES c-------- GAS LINE GRAPHIC SCALE MI5C. REVS. KRD 2/14/03 � -•+^ � -'— (903)893-0720
''"• » [>Sv� OWNER �F -.� 2 „ADD HYDRANT KRD 2/7/03 �- ENGINEERS.PLANNERS.SURVEYORS
----.------_ DOUBLE SOLID YELLOW LINE SIGN ° ._ 1. a --- ..-y' MHF Desi n Consultonts, Inc.
C/7Y OF X,AWRB'NCE 1 MISC. REVS KRD 12/04/02 SCALE. i'=40' UAfE: SEPfEMBER 12 1 2002 388TW.",
I� S SPOT ELEVATION '> CHAINLINK FENCE 200 COMMON STREET
IN F'EE1') LAWRENCE, MA 01840 NO. DESCRIPTION BY DATE DRAWN BY: CHECKED B PF20JfCT N0, SHEET NO.
U/C ELECTRIC LINE 1 inch-< 40 st GOOK 673 PACE 40f REVISIONS CCC KRD 138802 2 OF 9
T'7�,
T �J
..• � 'i 125 � R�33
LAKE
fH7CHE MUNICIPAL
f r f, �ENC IAR�... CK
AIRPOR
v
-OLD
Ln
AIRPORT—
/ r u-•.,_� QT� RIVENTRANCE
DRNF S
\ \, Ia�QCjhi �s
Y
b C 79
m
T. 1
l � `
?5
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.
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NOTES:
U � 1) FOR BOARD OF APPEALS AND PLANNING BOARD SPECIAL,
(0 PERMIT APPLICATION PURPOSES ONLY.
2) ND PROPOSED CROSS EASEMENTS BETWEEN THE PROPOSED
LEAE AREAPROVISIONS
FOR ACCESS,A UTILITIES, SNOWTHE NASTORAGE,CELLUDE AND LANDSCAPING
3) ZONE: INDUSTRIAL -- 2 (I-2)
:5�� ���� .%T�'�✓f.) � )' MINIMUM LOT SIZE: 80,000 Sq.Ft,
rf
MINIMUM LOT FRONTAGE; 150 ft.
` SETBACKS':
Front
50 ft,
/�,.✓ eH` UP, Sida 50 ft,
GENERAL. ZONE " Raor
WATERSHED PROTECTION \ 50 ft.
\ � �, REFER TO THE TOWN OF NORTH ANDOVER ZONING ORDINANCE FOR
{ mdv�' �l VERIFICATION, ADDITIONAL RESTRICTIONSAND PERMITTED USES,APPROX. t.00ATION
4) LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE ONLY.
ADDITIONAL UNDERGROUND UTILITIES OTHER THAN THOSE SHOWN
MAY BE ENCOUNTERED.
5) ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1929. CURB
ELEVATIONS SHOWN ARE AT THE TOE OF CURB, CURBS ARE
,,...� PROPOSED V ' 0.50't HIGH,
LEASE AREA
114, SFpO.E Ro`ti•0"
\ • 1\ \` r PLAN REFERENCES:
. r T') 1) NORTH ESSEX REGISTRY OF DEEDS (N.E.R.D.) PLAN $4250.
��,✓� '", 1, A d<9U `•. 2) N.E.R.D. PLAN #1524.
.3) N.E.R.D. PLAN #566.
I
4) N.E.R.D. FILED PLAN #20 (AUGUST 1917 LAYOUT OF CLARK STREET
'..,., AND A PORTION OF SUTTON STREET, COUNTY LAYOUT No. 2215),
u e iR r Ilf 11
4
UY9
EXISTING EASEMENTS UE RETAINED AN0 INCLUDED
INTO LEASE,LOT AGREEMENT TOO PROTECT EXISTING UTILITIES(iYF')
LMh F,.IVCY
Cf JICI,A'fOR �� �w✓jpy6 � 20'11 52«
�.� p vG op TOWN OF
NORTH ANDOVER PLANNING BOARD
'3 W
AIRPORT ENTRANCE DRIVE
�4 LEASE AREA PLAN
-_.... . NORTHANDOYER BU,STiV SS' C'F,'NTBR
ASSFS90RS MAP 74 LOT 1-8
500 SUTTON STREET
NORTH ANDOVER, MASSACHUSETTS 01845
PREPARED FOR:
-------- �'"'� I--' :LICG11TI-TOLJSE FtE AL,'C'Y TR.LTS Z`
°^ LIGHTHOUSE REALTY TRUST
J 109 BLUE RIDGE ROAD
NORTH ANDOVER, MASSACHUSETTS 01845
L Vjji I Sale.,_ � �f�C � awl � � tne.Roaa,sORa one
New Hampshire 03079
�' MISC. REVS. KRD 2�14�03 � (603)983-0920
GRAPHIC SCALE
-- -- -- - xu 2 EASEMENT NOTES KRD 1/02/03 MHF — ENGINEERS•PLANNERS+SURVEYORS
Design Consultants. Ins.
1 MISC, REVS. KRD 12 04 02 SEPTEMfdEFd 11, 20gP DRAWING No.
I SCALE': AS SWOW DATE i3se5P.aWf,
IN FEET I N1). DESCRIPTION BY I DATE PRAWN BYi CHECKED BY: I PROJ ECT N0. SHEE7 NO.
linNcnrr I i-It- 30 ft.
REVISIONS CCC KRD 13880E 3 OF 9
00� LEGEND.-----
--------------------------------- NOTES:
6V ICIOICIHICHEWICK OL UTILITY POLE 4.136 WATERSHED PROTECTION DISTRICT
1ANWEN, CLA K El CATCH BASIN
TU 3.1 ZONING DISTRICT PORTIONS OF THE PROPOSED DEVELOPMENT ARE LOCATED WITHIN THE GENERAL
",
TO -DISCHARGE ZONE OF THE WATERSHED PROTECTION
AIRPORT ]H E PROPERTY IS LOCATED IN THE INDUSTRIAL.2 DISTRICT(1-2). A PORTION Z RE AND THE NON
Lul WATER VALVE of THE PROPOSED DEVELOPMENT IS LOCATED WITHIN THE GENERAL ZONE OF STRICT THOSE PORTIONS OF THE DEVELOPMENT WITHIN THE WATERSHED
OLD CLARK ST. ry 114E WATERSHED PROTECTION DISTRICT. PROTECTION DISTRICT'AND SUBDISTRICTS SHALL COMPLY WITH THE BYLAW. REFER
FIRE HYDRANT To WED ZONE SUMMARY PLAN, SHEET 1 OF 1,
AIRPORT ll�U, SITE GAS VALVE.- 4.133 INDUSTRIAL 2 DISTRICT THEI
Fjf PROPOSED USE S ALLOWED BY SPECIAL PERMIT BY FIF. PLANNING BOARD.
ENTRANCE THE PROPOSED USE OF THE FACILITY IS MIXED,CONSISINO OF ALLOWED USES
A DRIVE OVERHEAD SERVICE WIRES NOTE THAT SNOW MANAGEMENT SHALL NOT ALLOW PLOWING FROM OUTSIDE'THE
IN THE 1-2 DISTRICT'PER THE BYLAW.THE FAULTY DESIGNED TO FLEXIBLY
DISTRICT TO INSIDE THE DISTRICT BOUNDARY. ;NOW STORAGE AREAS SHALL BE
ACCOMMODATE THESE ALLOWED USES, INCLUDING BUT NOT LIMITED TO OFFICE rYLLC
----`_�y DOUBLE SOLID YELLOW LINE ARC WAREHOUSE/WHOLESALE/DISTRIBUTION.THE HIGHEST DENSITY USE OF THE ALLY LOCATED ALONG THE OUTER PERIMETER OF THE PARKING AREA.AN
5, 0 ADDITIONAL SNOW STORAGE AREA IS PROVIDED ALONG THE NORTHERLY LEASE
2 PA OFFICE,WHICH WO 10 BE
SEWER LINE V PARKING CALCULATIONS SUPPORT UP To 100%
ER
"�p WILD AS EACH UNIT'S FIT-UP BUILDING PERMIT IS ISSUES. LINE VIA EASEMENT.ALL SITE UTILITY SERVICES(INCLUDING WATER GAS,AND
4r, I SANITARY SEWER)ARE ORIENTED OUTSIDE THE DISTRICT BOUNDARY
WATER LINE USES NOT PERMITTED IN THE GENERAL ZONE OF THE WED BYLAW SHALL NOT
G--- GAS LINE BE ALLOWED WITHOUT APPROPRIATE ADDITIONAL BOARD APPROVAL.
125 CERTIFICATION: THERE WILL NOT BE ANY SIGNIFICANT DEGRADATION OF THE
495 133SIGN 5zg QUALITY OR QUA`N 0 WAFER IN OR ENTERING LAKE COCHICHEWICK DUE TO
CIAINLINK FENCE THIS PROPO$FD PTOJE,FT.,
-------------
------- ELECTRIC LINE
\K"IN SIGTNAT411F.
PROP. SLOPED GRANITE CURB 6. SIGNAGE HAUL MEET THE APPILCABLE BYLAWS-REFER
To / ILL PROJECT SIGNI S
SIONAGE, NS SUBMITTED FOR THE PROJECT.
LOCAnON PROP. BIT. CONIC. CURB
7A LOT AREA 80,000 SH P MINIMUM REQUIRED, 114,158 S LEASE LOT
NOT TO SCALE )?k & PROPOSED.
7.1.1 CONTIGUOUS BUILDABLE AREA(CBA) -MINIMUM REQUIRED CBS= 75%OF
80,000- 60,000 SF. PROPOSED COA- 100%OF PROPOSED LEASE LOT AREA-
191st 1 14.158 SF(NO WELLAND RESOURCE AREAS ARE WITHIN THE I-EASE AREA OR
00, WITHIN 100 FEET THERETO),
7 71.2 LOT WIDTH - MINIMUM REQUIRED LOT WIDTH - 100 FEET AT TE 50-FOOT
SETBACK. PROPOSED LOT WIDTH EXCEEDS 500 FEET.
C,)F PROPOSED STREET FRONTAGE AT THE AIRPORT ACCESS DRIVE(A STREET BY THE
C! E2 STREET FRONTAGE -- MINIMUM REQUIRED STREET FRONTAGE= 150 LF.
-7- BYLAW DEFINITION) EXCEEDS 547 LF AND STREET FRONTAGE ALONG OLD CLARK
STREET AND SUTTON STREET EXCEEDS 244 IF,TOTALING 791 LF.
7.2.1.ACCESS ACROSS STREET FRONTAGE- PROPOSED ACCESS TO THE LEASE LOT
12 IS LOCATED AT THE AIRPORT ENTRANCE DRIVE STREET FRONTAGE,
Z�l 7.3 YARDS (SETBACKS) -MINIMUM REQUIRED FRONT,SIDE AND REAR SETBACKS
ARE 50 FEET. MINIMUM PROPOSED BUILDING SETBACKS ARE 55.73 FEET(FRONT)
AND 50.25 FEET(SIDE), EXCLUDING ANY OVERHANGS.
GENERAL ZONE 0, 7.4 BUILDING HEIGHT-MAXIMUM ALLOWED BUILDING HEIGHT IS 55 Fr. PROPOSED
WATERSHED PROTECTION
c DISTRICT BUILDING HEIGHT IS 27 ETA, (SEE ARCHITECTURAL.PLANS).
(APPROX. LOCATION) 7.5 LOT COVERAGE-- MAXIMUM ALLOWED LOT COVERAGE BY BUILDINGS =35%.
PROPOSED LOT COVERAGE-- 30,808 GFA/ 114,158=27%,
NOTE THAT EXISTING TOTAL SITE PERVIOUS- 114,158 SF= 100% PROPOSED
SITE PERVIOUS-20,969/ 114,158= 18%(NO MINIMUM IS REQUIRED).
'5T?
25'R PROP,RETAINING WALL 7.6 FLOOR AREA RATIO- MAXIMUM ALLOWED FAR=0.50:1. PROPOSED FAR-0.27:1.
2'R
NOUN.
—D STREET
ST. 103 SPACES ARE REQUIRED AT 1:300 IF ALL I)
8.1 OFF SrRE PARKING-113 SPACES ARE PROPOSED� 30,808/113
ORTIONM. SEE 1 SPACE PER NFS ARE FIT
PROPOSED R IF CORRESPONDING A- IDS 'PAGES UP AT THE HIGHEST DENS"OF OFFICE USE,
UNIT O/N
-"o. WES NOT REQUIRE
LEASE AREA S., - WON.SEE NOTE 8.1 IN ADDITION TO THE ABOVE, NOTE THAT UP TO 13 ADDITIONAL SPACES COULD BE
114,158 SF S1445 AVAILABLE(SPACES 115A FITIROUGH 127A)DEPENDING ON UNIT FT UP. REFER TO
LIGHT FIXTURE U`YP.) PARKING TABLE WHICH WILL RE JURISDICTED BY THE BUILDING COMMISSIONER PER
2'R TAR PROPOSED
PROP.OPTIONAL FIE PR ED USE MIX AND AREA AT THE TIME OF FIT UP PERMIT APPLICATION,
REFUSE UNIT63
UNIT WILL HAVE EITHER AN OVERHEAD DOOR OR WALL/WINDOW PANEL., IF NO
(SEE N EOAVCHLAND DOOR IS PRESENT,THEN A PARKING SPACE WOULD BE STRIPED.
R 12
T`FZ`B E'OJ_ll,�GF GREATER AGGREGATE PARKING CALCULATIONS WILL BE.REQUIRED FOR REVIEW BY
MIN.P�QL)IRIH
L 1,1)NO RNA, EXIST*--- -PC W BURMUO LJ THE ZONING DEPARTMENT PRIOR TO ISSUANCE OF UNIT FIT UP BUILDING PERMIT,
VEGETATION BUFFER _(Tf)- S'US/REAR, PONT,SIDE, 0(FY%UElDE/REAR,0 P, IN
UT LOADING FACILITIES ARE PROVIDED AT THE REAR OF THE BUILDING,AND INCLUDE
PERIMETER) AREAS IN FRONT OF EACH R0L._-UP DOOR WHERE PROVIDED,AS WELL AS
UNOBSTRUCTED AISLE SPACE. THE FACILITY IS DESIGNED TO ACCOMMODATE BOX
5,R 51 DELJV RY TRUCKS AS WELL AS WE-50 TRUCKS,WHICH WOULD OFFLOAD TO THE
8,9, SIDE,AND IS COMMENSURATE WITH THE TYPICAL NEEDS OF THIS TYPE OF
FR 2YI go', PROPOSED FACILITY.
83 PIPE BOLLARD a, 8A SCREENING AND LANDSCAPING REQUIREMENTS FOR OFF'-STREET COMMERCIAL
P A" G/. UNIT UNIT f AND INDUSTRIAL DISTRICTS--A LANDSCAPE STRIP OF LAND SIX(6) FEET WIDE
PROP. UNIT
L (T UNIT T� I
_j DOOR OR DOYORS) NGH.D H
HYDRANT OF ICE UNIT @1 @j WIT�IN THE FRONT SETBACK IS REQUIRED AND PROPOSED. A NATURAL.SCREEN
( )SEE -NO AROUND THE LFA,,E LOT PERIMETER WILL BE PROVIDED AS REQUIRED. REFER TO
21? EIN NOTE, UNIT UI I C9 6.35L- E, THE LANDSCAPING PLANS FORCA OFFICINAL INFORMATION.QUAIJFY LANDSCAPE
84 C1.0 I,,\ GAURDRAIL SUPPLEMENTS
,D
UNEF (OD6 z LIPPLEMENTS TO THE �XISTIN BOULEVARD WILL BE PROVIDED WITH THIS PROJECT.
PROP 9.SITE DUMPSTERS SHALL BE SERVICED ON A FREQUENCY SCHEDULE WHICH
Or UNIT 20
4 ACCOMMODATES THE FACILFTY'S REFUSE GENERATION FOR THE AVAILABLE CONTAINER
ROOMS oulumI C --AWAY UNITS COULD BE UTILIZED AT LIFT REAR
UNIT U IN ADDITION, SMALL ROIL-AWAY pRoposqEclup'AL ONITS.
Hoc. F ANY UNITS NEEDING THE ADDITIONAL REFUSE CAPACITY,TO BE LOCATED IN THE
UNIT JRCVA 52 VR DESIGNATED OVERFLOW PARKING STALLS, NOTWITHSTANDING PROVISION OF ADEQUATE:
.3 --- BERM(TYR.) MASSH
SIGNS ,,---CAP COD
�oyp) I TOTAL SPACES BY CODE,ALL.DUMPSTERS SHALL BE FENCED AND SCREENED.
(SEE Hoc.SIGN a2t.- ITOUND
UNIT
2, �s RE
•
4u RAN(E __'(41) T7,
@ 20TI CURB TTYP.)
1AF
101,
UNIT -77Z
S 1 lit ITT 00 5'R TO if
5
PR,OF.—
C.SIGNS RI-1 S IUG.SIGNS
276FR F'�
,� � _,..-- !- R(Y,�' � �\�� YE`T{-P�
---No PAINK119 —dam.- T
N I IT S02'0715F 214,48' SR
APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD
Ir �k R
Gg
270 GOT R4-7 R5-1 E- ---------- ----------------------------------
"Do
95.18 "KEEP NOT ENTER'
KEEP
I D/jE
R 5,R LIGHT IXT RE CYP.) N,,U,
HT P4-7 25,R
SLOPED GRANULE
�jl 11 / I N";
111RI ll�SIDE S.
END LOME 67 AIRPORT FILED
Is NOR)
ENTRANCE DRIVE KEEP RIGHT"
3 R ---------------------------------------------------------------------
FIT-1
80
m
NOT'ENTER' SITE DEVELOPMENT PLAN
20*R 'ONE WAY' RE I "DO--)'I
WY OBSTRUCTIONS SFIALL BE
STOP BAR" NORTH ANDOVER BUSINESS CENTER
ASSESSORS MAP 74 LOT I B
STREET ENTRANCE PER
TO REMAIN(TYR) BOO 0 SUTTON STREET
/-R47 Flr,/-T7-
'KEEP RIGHT" NORTH ANOOVER, MASSACHUSETTS 01845
PREPARED FOR:
A!,611, ----------
LIGHTHOUSE REALTY TRIJST
V 11,
KING z a
CURBING(riP)
7 MISC. REVS. KRD I 4/8/03 1 LIGHTHOUSE REALTY TRUST
6 MISC. REVS. KRD 3/20/02 109 BLUE RIDGE ROAD
NORTH ANDOVER, MASSACUUSETTS 01845
5 MISC REVS KRD 1 2/14/03
03 Stil..R..d,S.It.OR.
4 ADD SITE HYDRANT S.I.M. N. H-p.hir.03079
�n GRAPHIC SCALE A A
3 CLARIFY NOTES 4.136 fir. 8.1 KRD j 1/2/03 = a=
(603)893-0720
INIGINILLIRS-P NNERS-SURVEYORS
6w jw MISC. BUILDING REVS. REIS 12/11/02 MHF Desion Consultant�, InT
--7 --------------------------------- 1 ADDITIONAL PARKING & MISC. REVS. RD 12/ DATE,55E5PI�m
OL2 O—W
4/02 SCALE: 1"= 30 BER 11 388SPBNO
r"_� _ ING_
_'K '. -Huj
IN FEET DESCRIPTION Y DATE ,NO.
SHEET NO,
1 inch 10 ft. FNO.F D DRAWN BY:
REVISIONS Ccc KRD 138802 1 4 OF 9
r f
7
>' ✓L a 1 ,% ! p0 OE
/ - � ✓ �S` I T / / ,�� Si 1,�Tj� 1 ,�� C G:C)EHIGHEWICK
CIA
lAWRENCE '�
AIRNIFORT
_. �..-u
:.
L
u „ ✓
+0 \ R
1
o �
�. ✓ /
,u
SITE,\ „e 1 N I 1 AIRPORT____.___ 5�00
- r q u^ �. .+ ENTRANCE �✓ /'2L...
n T
k' �y,
l / � k� �'�, "T � V� DRIVE
-
4
\ r,
� 125
GENERAL I PRONE ,.I_- a o 95 15
WATERSHED PROTECTION IT-DRAIN INFILfPE PIN SV(5, C.)
8 :%I LF 12 NUPE PIPE (S O C.)
WROM OF STONE-15600 ;t \ „ PI ,\1 -WALL
`"HONK.RETAINING
(APPI'tDX. LOCATION) BOTTOM OF PIPE WAIL(MIND STANDARD)
MINIMUM FINISHED GRADE 159.50 I t10h ._ TIT 5 IOW=16O0} '•
STONE:15 38M1V x 53L -tk I BOW I'+J.Ut,L 68 t
LOCATION MAP
!�
... ,. I
R„a1 o,
C.W.ELEV 1
r { L} \I 1' '� (TYP. R.) (PROVIDE INLET }7\t�l 0 ) — EX
�IINO CO.
` a , Lh IL �` ,,,,, - PROPOSED,..,..._ PROPosEn....,. - ......., ) ( oN)
sv,L +,.ort LEASE AREA
+ TIT TFNCT'. _--_Is- Ab1u a •" \ I f1
UtEL'
1 4,158 SF AL Rate
lU T 1
N.5 �:? �, il firlll�\�11 '11`
, �''� PROP.NFI TAP ,�.-.- GRWE O;_, > . Iw , .- �J.h )1Csa�nna �� `I
,r
)l. Vfw �... a ..:+;p Ci`ro.n;J .A,. Jx .. .,�.,:^" J/'-� ,;:;' "IC: Gs qCa DRN�-+ �len.ao
C'.Ul 1 ��' ,.. PROP.HYDRANT .� "" x 3ICn;��
J
T fit ^
" + Y (STORMCEPiOR) ---10'WIDE 1
,s ... v � _POP.UN ✓' C.O.L ` EMERGENCY
,.$r. ;r,;;, _ G r, �� L"ad> f 89 �vN Flow
- `...... r' ..+, .../' �`` PAD TRANS E riNO_N[[i PROP,TELEP TUNE RGEOECTRIC-__ ✓ -ORNN riu-^"-'..-+' L,r \k I 1 1 I ,.., 1,..,- i� WEIR E4=15720 .�1'T
,.1=` + „ "' ' '•,,t" 1 _ _. ^'s:[ia7 -IT Op.SIAMESE ci 5t,o0;a ROOTt� 1 r"... i L,...
C n-?S> w C;; N J7 I 1 2S NE) OU
II sro �
0..;9,; ,1.. ,1 .,. I '.SANITARY I - 1 (TO STONE)
..
�T" "adM
F;
(Y .,.....{ `<t- f1 I 1_,. -..NUUN<o,
BUT DING FF-iti1.06 T.� 1.,ao I sSwFR I ! 1 + pMry-a ���) ( � - 1 �urio� ,,,;-., ,.. ,..,. ,. 1 Caso - I ',,,,)✓ 1 1 I INv s"sOrt•�r °3 rG.�n� w�rr ,�,.+I I � I=:I
-0.020� _ 1 .,
,.,� I TN4v a" A ss,
,1+ �n 13 LF C-i Jti 1. �i.�. +. ._.F 5 •t'_. ,ARM �; 111 T''(.
T .. I, PROP.8"DICL F 4 /// 11---�ROP.'NATURAL 1 SANITARY ! 1 So BUIi.D ,,ms) �tl ci0 I
WATER ....`�. v:� /t'_ I GAS SERVICE I SEWER .,6"SDR�,05 1 P�4�0 U��U*'� .�,.
PROPI .--INvx1.,a.62. I s=D.D2G ARCH r
.,, 1I5E:E
BOTTOM,1M=15400
TOP=738.2U
„r ,,f,,. A ,v^ -I� 1 -. �._..:".. _
\\ \, its 1 ,"," - +MIT 21 ("sl uo 1 ,e 1 -- _I' C.W.ELa,154.00
I 'V',. A' I,.. A x L"" RIG-160.10 _ r S +` C x ++
R>, ..-. , INVJN 15413"
II + .+ yPV \ \� olNNGE ylUO!iETO v.: 'C,"en.au) IryV.INV.IN64.0'S .-. - 'S_...--✓, - ++
CORNER OF FfrvGE. o' 8 SDR-35 6 INV.IN1 154.31 ,_ yu +
@' T ..+\ EIEVA'fI0Nn1Se.%I 5=0,006 "- S SMH-3 !''Ir;�a15 -
;, 210 tF --i''- aErmN(TYP)
P1 li T 'a. 'a`'O 1 L"eu zo 1 rwnnTr __ �n RIM 1604G , L _ e 1.,1 GP`
oa CtaaP AK �~ _... f,8-7 (TAP)
.; AT I, th 1r -.1 " „_.0 r -- -- ✓ -- > G�irGu r'<i ss3 •� --...,._
p, H _. 1
,+ rr s 1
UT L -Tff' IN Cna aq a„^( -; i 5 ..,,., ;rnd, .i);- a7G Lf ..,P ^"' _ ar�ut RUYEC LIO BE N)
-�.
INV(0)�156.0
IEy:us=1S3.3t ?--- -1aud'u`sr 9.. ' ...�
1 (IYI ND FYI`iT.\ + CAPPED 8" `
\ y,,'\ SEWER STUB,;,, C nY..,`q, _: (Rtl'^6 G 3 - ,,,v l+ ,.+.1 .. r ,� MF 7
.I E tP SDR 3�.. g <»m"JP, _ ! t CB B(aUTAINI -.,, �,w," _.. , ,+ .E.,„ +,
e
(PROVIDE --`
S-O.OUB i, `- " ' ( IDE INLET
_ >'�,.e'� _- •' >� RF., IN� ,:.r.^'`r AtlJU5TE6E TO GRADE RE . �r.ROT£OT{ON) fl. N i F'^,"
T 1'., + J r " '„ ,�' NVHN1=185.3�.00 ,�,!'„r' Cl DMH- .7C,o �� A_5 GOtlR01NAT6P;,WfTH 1 „..-. •, ,, ,.�.y[ ^ t; n -✓ ,) '.._. Fa _. I... Y 1''',..�..
INV.qur=re2s0 .c+ _' ,�°°�" � ._
V a �-� ,f UTILITY - N X,°' �' ` v, "'^'
r",
r+,
ENT
\ \ ;:},.� .. 5✓' C 7-7 7'� r' �;s, - p CE RIVE
E fi TAIN U Ha
4 oe 4 I
(LOCATION yO' 4'F CB-2 ,�+, PF.INNT +, N(T( ., ,Y ,. _ (E )N L ..
T \ ,tYE COORq�IWATEO J -H 8 w" - Y 1 �m
PORT L<.
AN + , _
.J L 850R 36 r ,%v ,r' ,..`';,. e 'W/Et FC) lN..` ., s ,.+>-' Y...., -
F,F + 5=0.020 E.C.j PROVIDE('LUSH,PAVED
206 LF ./ \„� .,' '- ' .•• PROVIDE FIUSH,PAVES .,."'. - ,' Cly'-A /N 1Y�7 TRANSITION _ MECO 4418TV PPLf +I •,h a
L \ UTILITY CROSSING:, TRANSISiION m .-r"•' `\ "" +n,.. ;+__� -_ t m1 3. 11I.
INV❑.a 152.4* ` ,,,/� ::: \„ ..e 4 'ei.[e` + +,..::>"" + :.: " r e - +r (RE N)
Nv�S-'1so.1 " > f
r�%iu ;- '
UNDERGROUND DETENTION SYS'lEl.)J-150 LF 50"
BOTTOM
,." 6 T u�m E.G.
aSB.J SDs+ 77
, T y,.,�'7"y y'"9!^ryrr'i/",T"'�';""r
`PROP.8"TAPPING.�RETAIN TYP - W"''".
- i n. `;aFa 1 (s` v1 T I� ez'.�—i
SLEEVE&VN.VE•. ( )
r/w7 71~71rr r7 r"
�.
- / \ % , i i `y J,l7 r 7Y" ,i"V�" `7 BENCHMARIS
SMN-A t,.. \ GO C RETAIN l `p1, r, N ,c , .y/:;�7/:. a + ,I s j STANDARD USC&GS DISK
EXISTTNv=i a8 s6'.,, ', C9 D r / - STAMPED 835 1965 SET INSIDE --
_ + - �
PRO
0 F 1 iL+ .,y, REMOVE-RAVEMENT i
�l \ � 1
�5 +, CURB OONSTRUCT --PRUP-CURB OPENING
,�'+ I / b IRON PIPE
LAADS �' / ELEVATION 16125 (NOVO 1929).(PROVIDE INLET 1 EXTENSION ISLAND EXIST,URBIIT IPE& / 111"i0l,PROIEGTION) - +
1 .- ,U, 'v I ✓ HEIGHT(TYP) ;. #/e..Jw,:.,! ✓ ".(. .a = a.m.G,✓/!,a,./ c .,✓,µl
rrlallo- DMH-68 GRAPHIC SCALE
I
tt yC 'L k, ( „r,1, I ..4✓,:s:"(,ard.»...//.,w.L.J,/..,,,,m ✓'.( ✓ '�..n✓".„ "// ;, (�� Mfn,,Nr GNIti ' EXIST, 15"GNV,N=15376
I I EI L
f.. @y d'<:Yrtf EXIST.15"INVOUT-1 3,
( ) AAA eu o u eu ua
ar � r T•J / IDRAINAGE � EXIST. 18"INV.OU1v153.70
PLµ,a.wX r, M-6(SET?°ITRES' PIPE 1x FEET)
," ( wa
Q; // ftIM158.80 NIV IN 6853075 DMH-1 k c
CON ACT DIG SAFE 72 HOURS �' I - 1�T .ET 7 FOR DRAINAGE AND EROSION CONTROL fvG.i NOTES: /' _...._... _..._-. RM.O ITB.85S.`I1 INVIN-1 IEi347DMH-) FES i I.3.� GRADING inrh w 90 IC.
PRIOR 70 CONSTRUCTION 11 l9 T�i
LEGEND DRAINAGE PIPE SCHERMER DMH 1 (OUTLET CONTROL INV.- 54,54 APP VEU BY THE TOWN OF NORTH ANDOVER PLANNING BOARD DRAINAGE PLAN
-__ - ---- -------- ---'----- '- STRUCTURE) NORTH ANDOVER BUSINESS CENTER
_--. .._ "
2)CONTRACTOR IS RESPONSIBLE FOR CALLING DIG SAFE 72 CB-3 - ------ -----------
FROM: TO RIM 1.990 _ _
`0> UTILITY POLE ------W�-�--'�-� WATER LINE HOURS BE.FOREg COMMENC{NG ANY EXCAVATION. -- RIM=159.30 FES--2 // ASSESSORS MAP 74 LOT 1--8
STRUCTURE PIPE TYPE'OI'APPROX. INV.0U T-155.04 30 INVAN=153.89 INV.-154.26 -„ a 50Q SELTON STREET
PIPE: SLOPE STRUCTURE 15 INV.OUT=15J.89 YYY
I�1 DRAIN MANHOL.F. 4°P WATER VALVE 3)ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY, NUMBER SILE PIPE LENGTH OF PIPE NUMBER CB-4 FE _3i DA " NORTH ANDOVER. MASSACHUSETTS 01845
CONTRACTOR IS TQ VERIFY&CALL.DESIGN ENGINEER WITH ANY ('nch s) f t (fL/N.) DMH 2 INV.-154.05 PREPARED FOR:
Q r DISCREPANCIES. (... _, RIM=159.20
-HEWER MANHOLE FIRE HYDRANT - -0. INV.OUT•=155.2q RIM-1W.?.0
ca-1 12 4) SEE SHEEP 4 FOR GENERAL NOTES. -.W,CD.3 12 HOPE- 15---- 0.0300 U.(.DET. RIM u 159.50 INV.OUT 154.6(O B-5) FES_h ----"' FILED
❑ CATCH BASIN ( GAS VALVE CB-5 INV IN 154.70(CB-6) INV.-156.40 I
OVERHEAD SERVICE WIRES G GAS LJNF, 5)ALI..NATO RFQUIRFMFNTS FOR AIARMS, CONTROL,DETECTORS, I1GgET. 24 HDPE 30 q.405 DMH-1 INV.OUT-156.20 FES-5
AND SPRINKLER SYSTEMS SHALL BE ACCOMMODATED, CI 4 12 HDPE 188 0005 FES-2 DMH-3 INV.-154.00 ------ ------------- -------- LIGHTHOUSE REALTY TRUST
OSYL .r '""-- LIGHTHOUSE 1 i! V F.7 Li.4 L 1 1 lV V�.7 1
C8...,6 I =1�
DOUBLE SOLID YELLOW LINE SIGN 8) CONa TRUGTION AC1'IV11"TES DISTURBING MORE TEIAN ONE ACRE OF CB-5 12 NUPE 300 0.005 DMH-2 RIM-1 d90(1 INFILTRATOR SYSTEM RIM
S=-159.40 INV.IN 154,W(FES--• 109 BLUE RIDGE ROAD
., LAND REQUIRE ) EPA NATIONAL POLLUTANT DISCHARGE ELIMINATION CB-6 12 NUPE 46 0010 DMH-Z �) G MISC. REVS KRD 4 & 03
w --- INV.OUP=15fi.i6 INV.OU7=153.90 INVO t 157. // NORTH ANUOVER, MASSACHUSETTS 01845
rP(7T FI_E77A'1'ION —� CHAIN LINK FENCE SYSTEM (NPDES) PERMIT(REFER TO PERMIT DOCUMENTATION FOR ANY
x" � - � �, _ 10 PVCL%5 0 01O U G BET. INV Ou7=-157.00 MI5C. PER VHB ASK 3/20/03
5
.,..� ALLOWED EXCEPTIONS). TEIF,'.OWNER AND/OR CONTRACTOR yHALI.BF, R.D.DMH 2 12 HDPE 110 0005 FES--3 CB-7 S
SEWER- ._._,E - - r --- --- DMH-4 ( TOaMCE':PI'OR) - �� �, 103 SEW Road,Suife One
SEWER LINE ELECTRIC LINE SOLELY RESPONSIBLE FOR SUBMTFUNG A NOTICE OF INTENT(NOT) cl3 j 12 HDPE 46 0010 FES-1 RIM-159A0 RIM 1�8'"q U.0 DETENTION 4 MISC. REVS KRD 2/14/03 �*r
PERMIT APPLICATION TO THE EPA, INCLUDING A STORM WATER ----- ----- --------- a - 3 `"" S,I,-, New F—paHirw 03079
-_. INV.OUT=155.00 INV IN 151.75 INV IN(10)=155.22 " ,�, r "" 603 893-0720
4. � MEET EXISTING GRADE INEI- H P 0 --, Oo24 F,a-4 3 MISC. UTILITY SERVICES KRD ?. 7 U3 *•�
-x TEST PIT POLLUTION PREVENTION PLAN (SWPPP)AND ASSOCIATED ---- -- INV OUT-151.50 INV.IN(12)-154.89 // "J�" ( )
,„. a D 12 PVC 250 0.010 INFIL - -
UOCUMENTATiON AND CERTIFICATIONS, RELATING TO THIS WORK IN �--� ----- INV.OUT=153.89 2 MISC. BUILDING REVS. ASK 12 11 O7 ENGINEERS•PLANNERS•SURVEYORS
= P, ------ PRO(. T'POT ELEVATION I S ACCORDANCE WITH THE SHOES REQUIREMENT° PRIOR TO FES$5 18 HDPE 15 tl000 DMH 3 / / - MHF Desi.n Consultant6, Inc.
s PROP. HAYBALE`" ' -- DMH-5 fMAWING rvG,
COMMENCEMENT OF WORK,AND SHALL.ALSO 8E:RESPON518LE FOR THE, DMH-.S--__- 12 hIUP V2 _0051 MH-4 RIM=155.10 1 MISC. REVS ASK T2/4/0L SCALE: 1°- 30 DATE: SEPTEMBER 11, 2002 1388SP.0WC
PROP, CONTOUR ELEVATION bo------------A PROP. SILT FENCE RELATED CONSTRUCTION ACTIVITIES, MONITORING, LOGGING, EROSION UMW-4 12 RCP 70 0.027 DMH-5 INV IN=150.18(UMH-5) NO. DESCRIPTION BY DATE, DRAWN BY: CHECKED BY: PROJECT NO, SHEET NO.
CONTROL SYSTEMS"WORK, REPORTING,AND ALL OTHER WORK
r"-- ASSOCIATED WITH THE PROJECT PER THE NPDES PERMIT REQUIREMENTS. UMH-1 7`v MDFE 28 0.005 DMffi-4 1NV IN T=1508(C9-E)
-1-. " ----- -""`""" -'"-""'"`----- INV OUT-150.00 REVISIONS CCC KRD 138802 1 5 OF 9
'' F t Fu t o (,ftOIIT CROSNN `.,IUI I 1,^TI)MAII I.Ih_VAPID,,
Tb'- b 1 b, b^' to 9r / -.•._HOT BIT.PAVE. f^ SILL ANT)Ci„1)rNG(TANS /� Ifll (!Ik:l
"....11s i . HOT BIT.PAG.VE.-- UTILITY TRENCH LIT IMIN II ;'NCR[If I'FVL:MPJT
i 1/2 INCH WEARING COURSE IJ"
ONLY IF WEARING COURSE IL IINI`IN1dl CON(`t II /,VLMLNT
ool(J'J(,RI I'.'PIIII I(:D ) .«
6. i. o BINDER RSE EXISTS ON ROADWAY)
f hfl RLVLFlI.
,A: B FR COU AY - 'rlNl>t(ft611YJ ,., i/L
to -_SAWCUT
n
., D Nf AI(INf Cf
( Y -IIItIA 1111 F:N.f EXISTING PAVEMENT ,MII\C),IylUft`C
8riaw$w—
ArA
i6a GrY `I�� CONI(I fII PAyF U,f NI
Z�l
2,., "u, nx a;, ..a�Y,us Sr + r:-_.°r ,' t,, t` 'L ,.�- a�Ktlti \ \ s •di ^, Y.P/''�v �� / (':,I I I'LAIv:;)
u L.` ,ua 'b,r •,n '.x a -�'!'mr' 1 r �'�' _ 2 --
z'MIN.cBTBncK �V��V�, 1,Avri 1111 1111.toA
_9W 4
I:", ,Ma ^' "•z.o f,r.. yv IS
BASE I ( ) )
�C �ty 1. AT TOP OF /%� },�. It r,t t >wA,r.AIL.
t � ///// t�1�4.
CRUSHED
I. 'c I UNDISTURBED MATERIAL \� I 's' >" (,ItAVI ANKfIF'UN o4,1
"-
Alt' ,)'
JAI:
n 6
a.., U. k1 f Al WI'I
,. � t e"BANK
I)RIF Rx)TNC, RUN GRAVEL ���✓������/h.
l
^ ' PEa LOCAL CODE,
{ i }
BA
ARG
,
7 - —PTILITY I CAPE COD ,BERM DETAIL
, OKfMLL
r
v
UTILITY LINE
°^ p NOT TO SCALE
1,
1,'., ran "^P ^ A. 1
++ ,v �'1 Tx ," I I NOT TO SCALE FOfiL DL.))J�tf fA)� 6'x ( (IV(M.)III
1t� e - y^ v W fi fllvl PION/,L 13L(,f;K (I -'- 2 LUPV(.�))I
m� / r Df fAll, ,I E
BOLLARD DETAIL
NOT TO SCALE M )C V, IA.HL ARU., _—
Uf� A "
b S F"'n MINIMUM IF.NGf OF„TRAIUHr CURB STONES,�
s. .` ,+e /52 MIN M OI S C 0 ,.O.E_79^ y
,� 6.,-.1°�' ..a ",u. ":.x "n �.e,.I�,. '"a °.u, ;,.✓'A'( �,S.r.�,.^+"sµ,.„ I nl-* .b.:.^-I b t;„.:uu trr--�' «.• n. °- n, 4 A`1� ^ „ nL=Y_'I,Y,..>!..-1 MAXIMUM LENGTH(ASS STRAIGHT CURB STONES-B' '( J/Et )I!\ H01 f Wlli-I.
j' I c-.. ..... Sill) WA.,I,LR Hr, I,U( NIJT
,
fi 4 4. --E.j rA R'(!.W �tT^Mn�,,A,n 'tl"•, ' , C7 Pam ,/r-�� ") MAXIMUM LENGTH(&"GTRAIT6N'1'STONES LAID ON CURVES—SEE OHAR'f `
9999 ^A m^
t
C.' G...._,S r` 4C x
tWYN ,,.1 ,.,.,o,. s:. ^^„" n, b<, / "�`
W A ^ t, t., Au " a, 2 VARIABLE SLOPE' (Id II�NC(M)C jIM I'0`(
F', T ,I�
r
1') 6"REVEAL
J � L onr L),vi I Lr I L._,
,,, �:,- t. ^✓�', x,;,- ..-.,,-'". -b,r._...a_._ .. I., t' --..eo na ,._.. � ��� �. � a,I:i SLOPE':....
oo 12.� r--Q EVENT �Tf�a�-HIT PnVEME - WEARING (OTRI`.I
VARIABLE SLOPE -------- B )
APPROXIMATELY THE SAME (I �I F I 1
A
LENGT}IR� L.4N
ADJOINING
ES
STRAIGHT
6 ONES JOINTS
T LENGTH
CURVES SHALL HAVE THE. _
GO B STRAIGHT OR
` LOPED GRANITE SQUARE JOINTS LENGTH �
47 5D,
itl GH 1 6 BASE CURVED ------` �i
COURSE
56-82' 4'
B2' S'
63' 9R D' — —9" GUARD RAIL DETAIL
'7' ( FOR 6 CURB
OVER 110' 8' ��
III II1= 1I 14�1 Nor To��r,ALE
I c<Pl PII E r(r^l _ .. - - - - CONCRETE __--
_ - _ _ _ OWMPACTED SUBGRADE - GRAVEL SUB-BASE
,y Y l,rtl _ 111 y _ LCI,*I _ v f..cn";" _ t IT )[nl W<I I;, a n
F A x,o M r r 400 WHIR M e SLOPED GRANITE CURD' M .�
RA P RAMP,
® P srIn0o c'-720 I111 ', nuu Nrrl M' r 4, NOT TO SCALE - DOWN DOWN 5'
p VO 1 ar;iux) �L>o M 1400 MII M1 r n
-— — _.
N '- ---2"BASE,COURSE a lif,f NVI IJ _ -
YI'.eAl hojJs
I� /............ 1"WEARING COURSE,
P I l p M _ N4� _ Av, Mr M) Mr
AIIA II r m� 10 J oo L.Oo 0„ �JARKIN6 XI PARKIN A(fFSSINik 8'� �Sl PION FLU`vH TRANSITION
— _ HANDICAP RAMP DETAIL
'rcl All I Y I ): .. ... ... _. .. 4' CRUSHED BANKJ
II' -������ RUNGRAVEL '
Ibci C Ip,o t tul t' /'vrl Mux Id r,-_ Avq�M r Ur x�M r _._._._...._ I (71�iVf D F
f-AND(,AF'PFD (12:1 MAXI NV TOM SCALE
PE;S, fYP) N A
_AF(fA Ilr rarce c 1OH NH !JO OOfl (1 OC'1 )pP -All If f Ir, I< e I,o reel m PH"BANK RUN ,-._ __-- (' 4d fSF PgEn
.,ncr c h:;;tuly ._._._.._...__ E4Tr 7AM RCVI31oriS GRAVEL yu /
/ LI do <r Ic ( I 1 II a rlllr I ,^It l of 18' — ^S c �R( vF1ANIYP I.
,� _ 4.fi 4 SIGNAGE (ADA COMPLIANCE GUIDE) S Rk Jfti C'M ttdt% y
III -.III III -- - � _ ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESMVED BY A SIGN
M l II 1 1 J fl )r': ,..� SHOWING THE SYMBOL Of ACCESSIBIUTY(SEE 4.M.7 ADA COMPLIANCE GUIDE) fd'
7
11 I / OND SPACES COMPLYING WIRI M1 1 2 5 B SHALL HAVE AN ADDITIONAL SIGN \ '�
RIES COMPACTED 'VAN ACCE'.SGRLE MOUNTED BELOW THE SYMBCL OF ACCESSIBILITY, SUCH SIGNS RIM,
t I (I' I Y 1 ;I,r d, t 1 t ;or < I,r"t >r r.t t Y > Y I> I <.t Y CI d,.,. CCC ' _ SUBGRAUE SHALLBE LOCATED SD THEY CANNOT BF.ORWIFIED BY A VEHICLE PARNEDW"
n an•nnoruww
IN 1FIF.SPACE..
>ro-wre qq
I r<T .r: n<I/. <Irc ll tr t r �•t <Ir le rPr, c Ii,�ch Illy f the cy.l c <r.,l lr<) ( I.rr. 1 II n'1'..t< LIGHTING PROPOSAL.FOR D✓
IrI' I<I,r,g Fr,t.r n -I> ill �I Level ,Ll<..Iute,l f ,, Ialhoo'Gt<,ry ar;N WN— ,,I, ,.nulled rrr,tl„rI.P TYPICAL PAE Ml+'V�T S' �C9�
LIGHTHOUSE REALLY war/-+ �L� /� �r �������l.n� �f�� "->,GNA�rL —
!Y ] U" --try ""0 i„fl, 1 ( ,o Clur' ( with II,.r Imw'g I_ncl < r)I ',ely T(I.!': ',e r.],(SLTIO ON— ITE NO bCA t: COMPLY All LOCAL CODE REOAREMENTS
rr I d' A 1, I -f,rnol < ,f ar nn MI turcr' IL.rimilt, r•(i Vc slur. o voru.lto n I,,ctrcW ,oitrir N. ANDQVERMA _
Y Y '�Y � se ae-� NOT TO SCALE - r
to ru rq. rI I,Irr I„ )n' otho vrr,gpl, -Ie[d co Rlorr 1.)-575E31-L NOTE: SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVAL
- _ OBTAINED PRIOR TO COMMENCEMENT OF CONs,rRUCTION,
CONCRACCOR TO COORDINATE AND ENSURE rHA"r APPLICABLE
ar.pWT SHEET 1qF i FEDERAL, SCALE, AND LOCAL REQUIREMENTS ARE MET
,•. ^"-� � �l/,✓I� IRRESPECTIVE OF PLAN INFORMATION.
.. .....E 4 C /
A, 1, � �, L;� APPROVED—_ THETOWN OF NORTH ANDOVER PLANNING BOARD
; -a
^
I LAN[ AI'f'{ `Y L�C)L)IC I) M
O 0c NO CAL- FIG 43 (ADA COMPUANCE GUIDE) PRODUCT TYFE. II ANDICAPPED D[CCAI.', - FILED
/ !/•, (DISPLAY CONDITIONS) NROO-444-..4697 _____.._........_ _.
INTERNATIONAL SYMBOL.OF ACGESSIBILTY
, CoI'AN IFNHMhEO W ,..........__ ..,..._..__
O A G,HCJIM f,AMPiIEI I.
44
NI 4.:W.2 CHpRACRR PROPORTION (ADA COMPLIANCE GUIDE)
II
3:6 AND 1:1 AND A STROKE VAOTH TO HEIOH S,-, 1M
T RATIO BETWEEN 1:5 AND L10.
A-t,/,F If'r;A'E Rif UCTP E' 14�dd.3 CODOkUCONTkAON SIADA MS CNOMPUANC6 ALL HAA A WIODI TO HEIGHT RATIO BETWEEN
SITE & LIGHTING DETAILS
y � —
P ., _.� __ 5 � 1 z',:n ltl cae.ntFArcD J .r ( WITH
THEIR
- CHARAf RS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BAfKO1OUND
) CHARACTERS AND SYMBOLS SHALL CONTRAST WIM 7HEIk BACKGROUND EITHER LIGHT
NORTfI ANDOVER BUSINESS CENTER
II � IiIIiC1T ' 1
m�
h I
ASSESSORS MAP 74 LOT i-
� I .' ": � 4.30 4 RAISED 0R INDENTED CHARACTERS OR SYMBOLS (ADA COMPLIANCE GUIDE)
' LE HERS AND NUMBERS ON SIGNS SHALL 8E RAISED OR NOSED 1/32' (0.&nm) MINIMUM AIRPORT E.N'TRANCE. DRIVE
��� IF7..L[� ✓ � ) � AND STALL BE SANS 5F,RIf CHARACTERS, RAISED CHARACTERS OR SYMBOLS SHALL BE AT
NORTH ANDOVER, MASSACHUSE7 TS 01845
_ ) AST /6' (18mm) NIOI BUT NO HIGHER THAN 2's(5Omm). INDENTED CHARAG IEkS
IXy, R SYMBOLS SHALL HA4F.A STROKE'MDTtI OF Af LEAST 1/M1' Bmm) SYMBOLS OR UC)PREPARED FOR:
\'\\ , iAI I' PICTOGRAPHS ON SIGNS SNAIL RAISED OR IN E lE (( , ) INIMUM.
\ n d,k I ( P BE SED DN U i/ " (69nrn M
�.
s. -� \ �,,. --"---- � I ICH[HOiJSE RFAITY 'IRiJ4T.....`"e ,„__ 4 3D F SYMBOLS O ACCESSIBILITY (ADA COMPLIANCE GUIDE) L, r w ..,.. ,
.+� ,,,,,.�""'"�� SYMBGL OF ACCESSIBILITY 1NE SYMBOL"HALL HE DISPLAYED AS SHOWN
„ NCCEG SIBLE4'TFAOIHTIF&REQUIRED TO DF.IDENTIFIED BY 4.'I, SHALL USE THE °N
-_ __ -^,,,,W � I )�s. way ,/ INTERNA7IONAL
F �'� aN�
REALTY TRUST
ag ,., 4 30 E MOUNTING LOCATION AND HEIGHT ADA COMPLIANCE GUIDE)
IV
LIGHTHOUSE
,•"� „R+nd„ "- --*.+- e ( FJ 109 BLUE RIDGE ROAD
INTERIOR SIGNAGE.SHALL HE LOCATED ALONGSIDE THE DOOR ON ME LATCH SIDE AND SHALL
„..._,_
� ,✓�!��/•l f������T�� � � BE Mahn AT A HOaR aFeEivN 54'AND s6" (T3Ta m AND T67m)ABOVE HE NORTH ANDOVER, MASSACHUSE S 01845
,, m;^,.,, '" ,x"°" :F, w.._.,_M..,...._.-.-,.,-_....._._....,.._..........._.-.._....... ' - - UNISHED FLOOR.
r %�/�,�,� r�v , 4 MISC. REV'S KRD 3/20/03 " 1103 SIR..Road,SUHa One
PR -�^ G� •'11f/: .. S Sa em, Pahira 03079
.." '. " — _ ew am
3 MISC, REVS KRD 2/14/02 �'C�, (603)893-0720
- ENGINEERS•PLANNERS•SURVEYORS
TRUCK � It'd z MISC. BUILDING rtEv's KRD 12/11/02 MHF Des i n con61Md4rMnt6 Inc.
DUMPSTER ENCLOSURE DR"WING NO.
- 1 MISC Ft EIS KRD 12/4/02 SCALE:AS SHOWN. DATE EFTEMBER 6 I PR 13HEET AWc
Y o4ALF. - 7 -50' nn .�.
`p )
( r' ' N0. DESCRIPTION E3Y DATE DRAWN HY: CF'IEGKED t9Y: PROD EGC N0. SF1EL-f N0.
Y /n//�77iiJY//rr,+7i7TiT/T/i//j77/Trrr -J "' NOT TO SCALE REVISIONS DMC KRD 138802 1 6 OF 9
G'
21" IT.HIRE N' '
,., ------ ._.,._... l uG DETENTION HHOPE FROM -.OYES•16"SOLIDCROSS COUNTRY STREET' TI08 1.) The c tractor shall provide oho drawing,of all stining" S9Y/4" - y4D� n�atappe pbrotectlon4underdrainsytem,;Including supporting
It ,.,f 4"EDAM k SCED ]rKw
32, -8 PVC DRAIN I nt uctlon,an Obtain Han aPPraval from he fa or].,to
A L r LI
6' I f NCONTROL RESURFACE AS SPECIFIED -
�As a€Glneo G ^� TEMPORARY EROSION 1!F t.STIRF.S•
BOO q)pU I n.n @ t ° GRAY RUAD BASE m m _-___--_
O DO 0 a �� 1.) the a 11 i practical t land shall be
00
fi L�J.--.___-. _- _...FNC DRAINS expo d t y fi
sediment traps shall be
"' -•AI „ OP1Rdl,� ➢ 2.) Sllf fence and Pe' I DC n s D ` �'AINf Installed as required. 8amiere and Mope are
�_ \ NOTCsS.
b be malniolned and leaned until ail eta
I.PRECAST CONCRETE IANHOLE AS
1 PRF.t",AIT CONCRETE SUPERIOR
ERIOR E AS �"-- pea
\ ' MANUFACIUOR BY SUPERIOR 32 .._. MANCRETE,OR DY SUPERIOR trine a healthy land of grass.
�\\ 3'MINIMUM C(YHC.RFTF.OR APPROVED FAUAI A
` / ....�EO"41B+E (CONCRETE,OR APFROVFA EQUAL, `�„_ ,j,/ ro
L� 5 2.GUNCRETE:4,000 PSI AFTER 28 FftAYE& COVE"R _ TU UMH-e �RA�(g.8f (i$'R ` -, -„ SRIH„4 3,) Baled hay and mulch shall be muwinge of acceptable
., U 2.CONCRETE.4,UU4 PSI AFTEP 26
... ,A ." /\��•. OUrI DAYS. DAvS herbaceous growth,free from naxloua weeds or woody,
COMPAGTEd AIN�2l°TO
_ ay��
4.SMPIAP J IM 2 ' TF t FRAME&COVER _e_____ 4.1 SPGRTNI Fl-- f��' stem,,and shall be dry, No vaN hay shall be used.
O OEl Ok lfi) "^>TRIPIOF RCi UTA.HBUIYLLRUBHER AWRY E._T.477K_4
ftiM EL I"9.HO i�,A,,E111�'JOa.RE D)woo MANHOLE-.__un 14DI rl.,ar ° ^9 ,„ STAMtfFRAME @ CWERmaterbl.hall be tree from stumps,wood,
„ 4 GtAONCRE�O O4,A4 /4 X 4 TywAt ALED WTn 1 d.) FIIIRM EL 15. root.,etc.
9}1;1 4S /�� COL YIVL RVBBERO 1d 4f
- A ANT.4 if. L!M L X 1 Y P ':.'1,. AV " 4'Ow.CONCRETE 5.) Sfwkpllas shall be protected by.(lition fence and..,deal
)ANT)AN 8 4 i!SU CC f Y f E.EAGEI CASTING TO HAVE LIFTING ---__._ UMIN MANMUI£ BRAIN MANHOLE,
U41 tGO 3K4 IIX iJ5 nzq,. HOLES IT IN. I
5,FACNCASTING TO NAVE UF(IN(: fo prevent.rosin,. Thew measures stroll romaln until all
"- HUL£S CAST IN.ti00 i2"MIN. (SAND BLANKET mafeNai has bean placed or disposed OPf site.UAf1t"•AIRdY MY'9 {M,dD 6.-I SECION TU BE.IBELED AH 12" 0 FAGN:ECION TO BE LABELED AS` +� F NOTED. arena,hall be loomed antl seedd. A
ra. ➢60, ,"tl tint to rnr+a %I,,ruxe ��' � - w�.15V.7tl 6.) All dlafurbgd
�' - - ---" minimum of 4 inch..of loam shall be installed with not
19DTJN.Y4 ILA •M" XI MT Y -,;TJJ- - /MANHOLE STEPS O 12'O.C. , �} _ L.MANHOLE STEPS O 12.O,C.
(. 12' pps2_pF_SL, --_ 6'PJC PIPE IPOU PF"SL. i 1...than o d of.a d 5O
JUU YUD 3 ISO {1J vx'.. `\� ' _ ELEV.155.5(1 ne Pound a per egUaro yard,of
^^... \ Il�() \ U U () D G MATER AL 8.PPE UENING!'4ASf IN AS "". ,_.R•FNC PIPEa.
N tl 0.1 19.z5 9f Dlk '\� ( _ I ELEV-56.00
-. ...Q.. -rCjERD��(j1 Tp�4IE ' i I 8.PPE OPENING"CART IN AlAS '+ 8 PVG PIPE
nrknC7I.. �.Ill/F0 g3/4") REOUIRED. \ J'✓ ELEV.155.1U REQUIRED,
)ON;,-q"•,4'SYI X?m.,_,1Aq,P Pt 14k n% I r n if _
"""' DRAINAGE PIPE A5 .-,<'' )() U() -. TO,HOPE 7.) Seed mix shall be equal part,of rod f...us(creeping),
N ED S A¢Xk" !Kf 6"A" /S�� 0 U 0 9.8"SLAF1 TOP AVAILABLE, ,! 0.8'SLAB'TOP AVAILABLE F. EEFV.iEl
I on
Ivrl 168 men 10 SPECIFIED ON PtANI f} (} ELEV 15s tl`M L : ----- ---------,. ELEV.15400 Kentucky biwguere,rodlop,pmnnial rye9rms,
,nil x ROD .,n Len{ ,xx{ \v Op J - (>('}. -.
......._.." _ .. 7\ (1CY0 ("{}')O Cl O 0 24"C+OLIU HOPE (, "....^.,� (IN FRAM DETENTION i.itl'..
1 ltl-tit' 4L 1 ke.I RLO / f) _ FROM B.G.DETENTION . MSIN) HOPE INLET 8.) After all disturbed areas have bran atabillud the
Y H'a SHEETING AS REQUIRED"/` � C)LO
i () FNC.PIPES o 4"Q]"PVC MPES S Tempera Ian control measures a,,to be removed.
EEiV.t53.89 '. GLEN.1-00 temporary ern,
ikPX AM #Y d' by 5tl 9!0 CIP"
OLEO r d 0 Y Bq Pdd t t rv� \i\\ --gGAx "I 8 9.) d ro always most be kept else,of all time.. Install
�n RICK Pa t
0
9,2 IN EARTH IN BEDROCK '' WEIR > woe .p shedaelen.tiller berm where driveway meet.exlnfing
1 y AN dP G It 0,2 A all 6 x -----_--- d d I 1
A31 I ----- I` roe an ma,tan in place until pmiry lacompleted.
g
A MAH t 141 &8 L6 1 Yi n 5a
'-�1' 1D.) All catch basin Inlet.will be profacied with
HUD H TYPICAL TRENf'/I SECTION �'- .".--»"> L`'' .:.
S6C7IUN Inlet prOleclmn.
FOR STORM DRAIN 11.) All atom,amlong..oust.Will be f.big..and ofwned
me
NOT To SCALE DRAINAGE MANHOLE CONTROL STRUCTURE � +i/,/1 N 1) DRAINACE MANHOLE CONTROL (D_M 3) as
beoo equln.pwmf m.L
d,before the discharge points
STRUCTURE
NOT TO SCALE. NOT TO SCALE,
I. h f N M as Ij( 12.) All dewtering operation,most dlsehmo.directly Infoorl, a
sediment filler area.
r EXISTING GRADE - RRCRS MAY HE USED ...._.....
AT ENTRY FOR GRADE AD.AISTMENTS
ECCENNT�o�" REDUCER B" ns me YL F Gt1ARD PRr1LrIJr.Ts FRAME TO OF SET N CONSTRUCTION SE9UIENCE:
/ " . HN64H:TYIE RODENT GUARD
UCALE -"Tf✓1rW "- " _ FULL RED OF MORTAR __.8'.TOP SIRS WITH
" � 4"� H 2tl LONG 1.)Cur and slump areav of prop oned contruCNon.
- E FRAME h GRATE temporary aaeuros as II 2.)Install tempory sediment antl esion content m required.
t
21 FUR SINGLE and afock 1 1/2" ^i I ,F ) ells Topsoil. Stockpile shall be seeded to
FRAM O GRATE 3. Remove eroalon.
( JB'x4B FOR DL1UBLE
S61CTI0f✓A-A STONE
CRUSHED a T FRAME h GRATE Prevent
srGNE MQuwU 4" LOAM 9c SEED
4. CoastPatch
an closed.WIr mega system.Piers. culvorl I.I.I.and
with basin,wlfhosedimenlaNen barriers.
SPEC FIE CONTROL TEE 5.)Contract driveways and perform ale ocaing placing hay hoisa
N5BOT ADS HOU11 FLOW
- ------. JyJ ( _ s[E I MA%UOUID LEVEL ( /L.,EPARA ) and of.1. fence'
required 10 control ROIL eroalon,including
( 'X IF--WIDTH VARIES SEE PLAN e�l fNA Ys� 1 �, S�g aruehed f1ona f(Ifar IHrm.
1 ~.• _. "-".VVRIES' L 11 - - 3 �T "`•a• ( ) - --WTIEr P1PE PER PLAN
6.)1.0.11 underground utilities.
I CO
GREASE bl " TBt
AP
T - TRASH RACK °W Beam lemporory and p ...din and mulching,All cut
3Da UO "' w an fill slopes shall be seeded or mulched Immediately after their
D PIPE GUARD DETAIL
what...ion.
> CRUS•� COMPACTED
j NOT TO SCALE --`"-' 8.)Daily,or a required,construct,InapecL and If necev.a
NOT TO SCALE mUBOF2ADF , NOTES., reconstruct sNoomacry berme,dmin,,dlfchea,sill fencesrynnd
1.PRECAST CONCRETE CATCH BASIN AS NANUFCTUREB sediment papa including mulching and seeding.
1!
k k DETENTION POND BOTTOM/ RY SUPERIOR CONCRETE DR APPROVED EWA"
IF'IAMEIE 9.)Begin axcavatlon for dad conafuo9on at building..
N �-- SIDE
/� ,E �/ �/1 2 CONCRETE:4000 PSI AFTER 2A DAYS
------ DINIGOIN 2 ifi IS o- MO to 12"11DPE-- SIDE OPE TRE.t3Tl17EN1 `` 1D.)Flnlah paving oil roadways,dri-,and pocking aroa,.
�"� ROOF DRAIN "" 1. -- 3.REINFORCING H-20 LOABING,{%4/4 X 4
n 2 5n e 90 eH n (SEE PLAN) rin to°rn" - W.w.M.SLAB TOP-N0.5S 0 8 O.C. 11.) Install eroalon control mooing on all slopes 2 i.
D l4 2 5 29 n Sfi i?",RAVED BASE W- Stop..steeper Man 2:1 shall be ef.bill."wllh atone Hp rap.
T -5"" 10"LIT. -5'--
F ________La_______"_, _ __, __Io x 1 z. 4. IjIPLAP JOINTS SEALED NTH I STRIP OF seem, and lanascn I
C s Ss S5 ---i i`INA BUTYL.Rt�ER SEALANT. 12,)Complete permanent g p ng
0.h e.t.ti teI n If CENTLIC
D 6 E uLE,s 5r[eL EIDU EH C AI
TFwrnIH'A RtID it _8Ci4U-- 5.EACH CASTING TO HAVE LIFTING HOLES 13.)a flow shall be.veiled to any abutting ablish grope g, unfit p
__ r. 3-34 HOPE' -------- - -8-12"pE'RF.HERE CAST IN. healthy eland of g ae has bean established in regraded areas
S°0 LF- 12"TEE
IHwNµ,e nrlD(rl.lry PIr,N 12"HDflE'- /J 150 LF-5.5'O.C. --- 5-0'OOG fi EACH SECTION TO BE LABELLED to prewnf siltation Intowetianda.
C :D AS NOTED.
NUTS:FOR LOGADON SL.E Uf+N.
FROM CB--1 � �50 LF--5.o'O.C. � � L
II�..IIf III IrL 10 TEE --.-'^ r' I 14.)After gros hoe been tally germinated In all seeded Grads.
2,25'den ` -.
_� ~5 iD"HOPE:FROM I I 12"-90'MEND PRECAST CONCRETE CATCH .BASIN WITH HOOD ....all'amporory eroalon canfrol msaeures,
FLARED END SECTION ROOF DRAIN (TYR) NOT To SCALE
CI.FANOUT TO GRADE N T T GLADE I
MIRAFI GEPTC(NLE A pp T'R ( )
945Dt C[a NPTES FABRIC(i1'P) HI-Q ,CIPE I .� CRUSHED STONE )F, l ) ' (Y��/jl M ...
i E Nor TO SCALE �" =---4lJJNTFI �_,. (')".Ii.� rr /�/ c,'�'�.71 ��V"
c ILS Ic FLOW- i"". CB-2. UMH-I GRAVEL ` kl r` ) / ,NAKi 4%
3.ADOPa ra, '4" HOPE N Ef l U� 1 c;T21< � 2(�CP HE 1z"NUPE RQM o BACK-Flu o S .�!t w
veRrrcaL Face f /�L, F �UU
TO UMEI 8 `�j,(�l^ SEA C
FMnEDOING DernB �
Gw IS 1111111T,DOIROCIA"IN IX I'll 5111111."A",
D.C.
x 2"^TAKES
Tbns s¢AL
1 T ANGLE FIRST SNAKE TOWARD * } 1 11» B"ELOPE
uRE,[F ,,ALL.,LET srs O - 90'BBNU OUTLET PIP,
PREVIOUSLY LAID BALE 12 HOPE ntOM GB S
guns= Da 6a w � - GYP) (SEE Ptw)
Fu, 6 4 D D E ELBOW—
1 SCHEMATIC DR REDUCER
0
FLOW --- ' WIRE OR NYLON 12"TEE ECCENER
FEs-3 IL 6 IERI
8 4 1s�TM � - BGUNU HALES PLACED (f�
TES"4 B iD 5'._4"- �/ I L ON THE COVIDUR SCHEMAM DRAWING OF v*-
OU,TLET PROTECTION- FLAT -z"x 2"STAKES 1 1/2'TO 2' SUBSURFACE S'(ORM�'ATER ROOT' ,RAIN INFILTRATOR
IN[HE GROUND
DETENTION FA=1"Y f� NOTE: SHOP c1KAwwcaS aFtnLL BE SUBMITTED AND APPROVAL
DETA ' li- NOT TO SCALE NOT TO SCALE OBTAINED PRIOR'1'O COMMENCEMENT OF CONSTRUCTION,
NOT TO SCALE L TOENG G WAT S. CONTRACTOR TO COORDINATE AND ENSURE THAT APPLICABLE
- ER -�f� - ,•- PAVFMF NT OR 1 A, AS EG S7It LED
-TO ED MSNT GRAVEL.T,la• IN.ceeM) / FEDERAL-, STATE, AND LOCAL REQUIREMENTS ARE MET
'i, HAY BALE & SILT FENCE BARRIER // i AYPRIALLIn' -Ot-ARTY. nhwr{
IRRESPECTIVE OF PLAN INFORMATION
do AL
NOT To SCALE I.11NL,11IE COLLAR DRAINAGE & EROSION CONTROL DETAILS
A ' FIN
T FINNHFU GRADE " AF
" 'd ,, ISHED
GRADE NORTH ANDOVER BUSINESS CENTER
MIRAFI Fn.TFR
ASSESSORS MAP 74 LOT l 8
Iti^ -WRE MESH y ;;.,'or` e"HI--4"ION PL:RFORtiHH PIPr Af�PROVED BY tHE TOWN OF NORTH ANDOVER PLANNING BOARD AIRPORT ENTRANCE DRIVE.
--- --MAINTF(ANCL ACCESS N ),U -, ~ B OUTLET -_ - /
FABRIC TYP e - ` Ixi a H8"INLETOPE. NORTH ANOOVER,PREPARED
FOR:
01845
.....IN In <b v FORT(WE roNNFcrI<rN) .... ar - " PREPARED FOR:
MIRAFI FILTER
` T S PF.RF.
sD+s>aucTwN SEwENgE ill. ED WATER 24 ° .D " _ "- LIGHTHOUSE I2E..AL,'CY TRUST
RE MESH SHOULD BE PLACED OVER THE URUP INLET OR DIRE OPENERG S'0 MAT THE ENURE
SHE No AND A MINIMUM DF 12 INCHES AROUND AN onOPENING R IGNORED 1 BY Mf MESH MIE MESH d" a A p° 1 CNUSRED.TONE
MAY DE ORU NARY HARDWARE cCbril OR ARE MEAT MiN Wf G 'm 1/2 NET. - -----------
---
2 TIE WIRE MESH S'HDU D B:COUNNRED WM CLEAN GOAR5E AGGRTGATE SUCH AS SEWER STONE FOR 0. � FILED LIGHTHOUSE REALTY TRUST
-I z" 109 BLUE RIDGE ROAD
3)THE COAFEANE ADIFEr AWE SHWLD EXTEND AT LEAST 18 INCHES ON ALL SIDES OF THE DRAIN OPENING. 24"FIT-Q PIPF __ L
__ NORTH ANDOVER, MASS�ACHUSETTS 01845
TTF PNOOIx,"OF IJ yypiFunNr�„ 3/4 fG 1 1/L CI FAN GRAVEL.. ^�--
ALL StHUCTUR[S 911UU1D HE INSPECTED AIDS EVERY RAIN STORM AND IF-MADE AS NCMSSARY, G4 v LM1'tt.10'14 UDUUU0 J4.D ,_„ = 4 MISC fREVS. ASK 4/$/03 +` 2 103 Siles Rdad, 5u1}e On.
.SEDIMENT BNOIA N BE REMOVED FROM THE'TRAPPING DEMCES AFTER ME SEDIMENT HAS READIED A � � - �," �r �' $Glenn, New Hampshire 03079
MAXIMUM OP BIE t1ALF THE DEPHI OF THE TRM,THE SEO MFNr QUID BE O P06E0 OY A FOR HOI ICM FIkV. FF GRADING PLAN �� , '•
i SUITABLE RE AN PRGTEGTEu FROM EROSION BY FIBER STRUCTURAL w XbORT TIVE s THE CROSSFej`E�.'TION rIN„�', reR1��IND •5 MISC REVS. ASK 3/20/03 w+'� (603)893-0720
V
S EMPbrRARY TnaP.,SHUULO ra:MOym AND THE AREA nEPMHED As sOd A„THE LronTmeUT Nb &SCHO TOIC; AEV.rC,S •• yr 24 OR 12 HI-0 PINE "•" ENGINEERS•PLANNERS•SURVEYORS
DRAINAGE AaFA TG ME INLET rus BEEN COMPLETELY VABU2fD. ZQ x HI-Q TEE C" .CLEAN UT, 2 MISC REVS, KRD 2/14/03 MHF Design Consul}ants Inc.
�) CROSS-SECTION �aa a rz�rE SCALE ROOF DRAIN INFIL RT ATOR
UNDERGROUND DETENTION SYSTEM N01 TO SCALE NOT TO SCALE M15C REVS. KRD 12-4-02 SCALE;AS SHOW DATE SEPTEMF3ER 12, 2002 >ENU O No.
� INLET PROTECTION DETAIL (cur ro TIT IN nEl�A NE:r•Es:aRr) 13eaUEr2.0wc
NOT TO SCALE (4 WAYCROSS TEE SIMILAR) (lUO0.TE;CI.EAIVUUTS AT ALL BRECfIONAL FI TYING.S/fF.E5) SHEEP NO.
NOT TO SCALE ) N0. DESCRIPTION BY DATE DiAWN BY: CHECK BY: PKOJECT N0.
Y REVISIONS DMC KRD 138802 7 OF 9
_CROSS,COUNTRY srREEr ......CROSS COUNTRY............ STREET rAVFML If- RAW%r"A 1AMIr MAN,,101 F F-Alif Al�COVIII �Xj ITIHK,(�ROIJIWI A1,Pf"OF
LOAM&AEED Woll,,,-IUC oll DISF 11 LIIIL , I ",
1 , Arlik,11mr."i IN IrrC I I I I� ,,I 511E I lAkAr1r, MMP RAW WOOD BLOCKING
PORT
11OIRIAS1 Al 1`1 11
r,Ak MOO,
"All A,'
LIF q,
UIIN ---------- l RAW nEIO
Eli
Af III
:15" COG .()D IN LIFF 2.1 A
MWPO,FELT- UNTIL
T U TIL
A
111.1,ni r"IF
F1 j
IIFNII I)IN PAIIAI'�
7 mt
10 MEN.U. LNE,Pi,11------------- 0
00
F1,A 1ING li,AAK l I'll
.11,AE1 1,1,1,1
A
I'vC wyf---- iN, pp 10
D'Ar 11 1 Fx,01,1, Jon i i
US
AFI)M I*LEK I,S P 11 0 1 i T 5
HORS
L�OAI
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-------------
SEWER/WATER/DRAIN DETAILS
NORTH ANDOVER BUSINESS CENTER
-INSERT DOME AND TEE HERE ASSESSORS MAP 74 LOT I-B
-------------------- ---------------------------------------------------------------------------- j (TFF OPFNINCS TO FACIF 5IDF AL Ls) APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD AIRPORT ENTRANCE DRIVE
6 1'N,ON --------------------------------------------------------- NORTH ANDOVER, MASSACHUSETTS 01845
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1-11 COVR YOU D HI ( 'SlIkAL0 OVLAR HI 40 109 BLUE RIDGE ROAD
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Inc. PLANNERS-SURVEYORS
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d, CVONACIOR TO P OVIIPF (YA1% 10 TI UNIT (IIIFAVIIL',>l ',b,',II0N STEIC&S L,000 LE3j MISC. REVS, JKRDI 2/14/03 SCALE: AS SHOW1 DATE: SEPTEMBER 12, 2002
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NO. DESCRIPTION BY I DATE DRAWN BY: I CHECKED BY: PROJECTNL-�- SHEET NO.
REVISIONS DMG KRD 138802 1 8 OF 9
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---------------
`�� WPD ZONE SUMMARY PLAN
NORTt7 ANDOVER BUSINESS CENTER
ASSESSORS MAY 74 LOT 1-H
500 SUTTON SrREE1
LEGENDPROPOSED BUILDING, ROOF RECHARGE SYSTEM, NORTH ANDOVER, MASSACHU5ETr5 01845
--- -- - AND DETENTION BASIN ARE LOCATED OUTSIDE PREPARED FOR:
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DOUBLE SOLID YELLOW LINE SIGN " .S .r
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x SPOT ELEVATION --"+—" CHAINLINK FENCE "-- —� - -_- FILED MHF Desi o n Consultants, Inc, ENGINEERS•PLANNERS•SURVEYORS
SCgi E, 1' 30 DATE.: MARCH 24, 2003 DNA NO NO.
s SEWER LINE - E.LEcrRIC LINE --------- " 1388SPAWG
(IN FEET) NU. DESCRIPTION BY DATE DRAWN BY: CHECKED BY: PROJECT NO. ,,^>p1F,Ei N0.
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REVISIONS DMC KRD 138802 1 OF 1
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rc T-9 TfM IRE' AT ALL EXISTINd
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" AG AMELANGHIER 6ANADENSI5(NUL715TEM) 5HADBLOW SERVI-----Y r 14 10-12 GLUMP
--- -- -- ----- --- .-.—..._ __.._ 3. CONTRACTOR SHALL VERIFY ALL TREE REMOVALS WITH LANDSCAPE A.odma'.MYMCYYReEb O161O ! y�4r aq NORTH ANI)OVER N(1S/NE.55 C.l:'NTE'R
12. THE LANDSCAPE GNOE(1)FULL
SHALL GUARANTEE ALL,CANT ,\ U g}'�) ASSESSORS NAP 74 LO%' f-B
GG PRI.N.S GANADEN515 EASTERN I Ee B_i 4 10 12 GUJMP ARCHITECT PRIOR TO GONSTRJK710N START. MATERIALS FOR ONE(U PLN.L YEAR FROM DhTE Or,AGCEPTANGE. 97i47Wly$2•FA17C97sA711s�90
_...., - — - ._ _— - ._. _ 500 SUI'TON ;T'REE'T
,5' PRUW!'X YEDOEI'K.i'15 YOSHINO FLAWERINb GhE72RY 3q 2 I/2-3"GAL.
-- -' ""_ 4. CONTRACTOR SHALL MAINTAIN POSITIVE ORAINA6E AWAY FROM ALL la. ALL,CANT MATERIALS ARE SUBJECT TO THE APPROVAL OP THE NORTH ANDOVER, MASSACHUSE.TTS 01845 L.B,1 US TR JTIL15 JAQUEMONTII W HIMALYAN BIRCH T I0-12 CLUMP BUILDINd FOUNDATIONS,STRUCTURES,AND PLANTINb BEDS, LANDSCAPE ARC;HITEGT,AT THE NURSERY,AND AT THE SITE, I�`
G4NIF"'ER__7RECa yp�A�rn;'rf" ' PREPARED FOR:
"- _., - -- ,,."I 10 S. MAXIMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 5:1, 14. LANDSCAPE ARCHITECT TO FLA6 ALL TREES TO BE TRANSPLANTED r
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T r PILE It,6L o HeT. o
PAN PIGEA ABIES NONWAY SPRUCE 3 10 12' 6. THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS LIGHTHOUSE REALTY
T RrV TRUST
N5 FAT AiOERT BLUE:F',J)GE -12 LLL1Til1i1 �J R71:1 i;PvtfiJi 1 114 NJ N71
-v�__ IS. ALL AREAS OF THE SITE WHICH HAVE BEEN DISTURBED AND NOT
HbT. IN QUANTITIES S'JFFIGIENT TO COMPLETE ALL PLANTIN65 SHOWN ON THIS -" --- -- ---
OTHERWISE DEVELOPED SHALL BE LOANED AND SEEDED WITH A DRAWING. MINIMUM DEPTH OF 6"DEPTH TOPSOIL. �
G GORNUS SERIGEA CARDINAL °CARDINAL RED TWIb DOGPY)tlD 24 2-9'HT - T, ALL MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY { !(; ( (I,FEET -- NORTH AN DOV MASSACHl1SET'T... __. _.' ._ _ S 01845
/ / 1 ' l!.>.> __ 1 0 BLUE RIDGE ROAD
ER
EA CUUM'MU5 ALATA'GOMPACTA DWARF WINGED Bk?NYMJ" 140 2 I/2 3'HT THE AMERCAN ASSOCIATION OF NURSERYMEN. ///I f\of (l><,r C'. 1 inch v 30 fl.
,II MP MYRIGA PENNSYLVANIGA NORTHERN BAYBERRY IOt 2 I/2 9'HT 5. AS ANTS SHALL
LLL BEAR B PE ORE D�INdI TO FIN15H GRADE 1') 1 !. / 1-I F, l.ucl/)i
,_. __.... ...- ....___. RELATIONSHIPl Rco„,Sulte One
1�) JH JUNIpCRGV15----- PWMOSA COMPAG7,N ANL70RA.0 ---- _ 130 3 GAL. ...t r!C./--.) -_._ Sala a pehln 03079
_ � r 103 Sill..
RED RHODODENDRON'BOULE DE NEI6E BOULE DE NEI6C RHODODENDRON 6T B GAL. 9. ALL PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. ..)/l)f..- !, ,,!r (/1) ( ;�./` - ..-..�._..,________ ."-` __-'---- -'_— '""""' P (603)893-0720
RHODCIDCNDRON GATAW llt CLCBANS ROSEUM ELEGANS RHODODENDRON 60 2 I/2 3'HT .. ENGINEER +PLANNERS SURVEYORS
'' 1. ADDED NAPOLI LAYOUT PROVIDED BY MHF CCH 4,PL03 MHF gesi n CDnsu Ttants Inc.
_____
" Pah1 RHODODENDRON MAXIMUM R05EA -...PINK R05EBAY RHODODENDRON 2a 2-2 I/2'HT -
-.- .-....___ ADDED WALL.- LANDSCAPE AT DET BASIN C,CH 4.1.03 .SCALE 1 q30' DATE• TEBRUARY 20. 200
N0. DESCRIPTION 8Y DATE' DRAWN BCHECKED E3Y; PROJECT NO. SHEE-T NO.
0( ,e />,(.. REVISIONS CCH 13880'l L1 OF 2
NOTE:OONTRAGTOR MAY WE PLASTIC
TREE 6WIN3 CHAIN IF APPROVED BY LA. NOTE:TREES SHALL BEAR SAME RELATIONSHIP
A='TAKE(SEE BELOWL------ TO FINISHED SPADE A5 IT BORE TO KIRSERY
. ��,,//,,rr-..- OR FIELD 6RADE
_ - 40.9e
REINFORCE)WBLACK��EAR INSTALL THREE SUITS PER TREE; NOTE::�VM�SHALL BEAR SAME RELATIONSHIP
EOUALLY SPACED AROUND BALL
RE
Y TO FINISHED GRADE AS IT BODE TO N.12SERY
Y),"L DOEB.E STRAND ATTACH GUYS AT 2/5 HEIGHT OF TREE; OR FIELD 6RADE
Y USE DOUBLE STRAND GALVANIZED STEEL.WIRE
NOOlBALL --....- .,.'+I .— -.---. ENCASE WIRE AROUND TREE IN REINFOCED NOSE.
' } TREE PIT -__.:�".- �I'LAN 5EGLIRE WIRE ENDS WITH MALLEABLE GABLE CLAMPS
X f` TOTFI TREE SHALL SCAR SAME TO 14UpNSHIP
!> �' TO F FIELD
D GRADE AS IT BOPS TO tLM6ERY P"BARK hUPLANT ER,IN CONGER
OR FIELD 6RAAC __.PROVIDE GALVANIZED TN2la%K.KLES;ONE PER WIRE ♦ _____
__... ,.. ..... 4'CONTINUOUS
SCUM TREE ARA'PIN6 AOOVE,FIRST BRANCH ---5"BARK MULCH IN SAUCER ~ NO CANCER INHERE SHR�S OCC,INR IN BEDS
.... ----PUNT SAUCER 4"LINITINU0IY
PROVIDE]"v'"ENTREATED PILL STAKE FOR STAKINb; NO$A1GEi2 VYIRE tREES OCCUR IN BEDS -.FINISH SPOOR
3 PER TREE.FRILL TO ACCEPT SLY WINE. -..._.WARNIN6 FLA6 18'ABOVE FIN15H 6RADE -
Wr AND REMOVE SLRLAP FROM TOP 1/3 Or-ROO'IBAL.L.
f ._- ----ARAP TRUW WIN TREE WRAP , --- PIN15H 6RADE 3�} .._PLANTING SOL MIX.5,14Kr,LL IN LOOSE LIFTS OF -
,,y�q DEPTH.SETTLE WITH THOROUGH WATER SOAKINS
---3"BARN N/A.CH IN 5AZER SET AN6LE Or 6UY5 TO ENTER GROUND AT LIMIT II
Or,BRANCH SPREAD
-PLANT SANDER,4°CONTINK%Y ( 1 „�L'' III �1. - -_MOUND OF SOIL IN CENTER OF PLANT PIT To SUPPORT
_METAL 6ROUND ANCHORS
i rMl PLAMIh DSO,IL wtLAPOP mm�LL Top j/a O Rw U N.it pLp BALL AT REOIIIRBD ELEVATION
CUT AND RD40VE BURLAP FROM TOP 1/5 OF ROOTBALL
MIX
IFTS
WINS SOIL MI%'FILL IN LOOSE LIFTS OF
i I ^ a 6 DE"SETTLE N M I kxal,H WArERINb 6"-8 DEPTH.SETTLE WITH T41fJRdU6Li WATER SOAKING
MOUND OF 501L IN CENTER OF PLANT PIT TO SUPPORT
.. ---MOIRJD cF.:OIL IN CENTER aF PLANT PT TO SLPP014'r BALL AT REQUIRED ELEVATION
-' EAU,AT REQUIRED ELEVATION
DECIDUOUS TREE PLANTING AND STAKING EVERGREEN TREE PLANTING TYPICAL SHRUB PLANTING
\ .SCALE:N.T.S. ---__ __ .-____ (L. SCALEi N.LS_.
\. N.T.S.
--- ---SCALE N.T.S
MOLDED WOODEN GAP _.__.. ___j GROVN GAP TO SHED WATER
x 4 CEDAR WARD _- '{- _____.,. ., _.____,g"6ALVANIZBD STEEL P0575
/ L ' T WITH PRESSE -_-b"CAT STEEL PIPE'
• FJ(� ) Y c 8" 1 1 0" S"
I� 9"OD 6A.VANIXED STEEL PIPE 11)G'-f "" I � ----FILL LENGTH OF PIPE WITH CONCRETE,
PRES5W DOME GAP ( 1 L S�,
PIPE LONTINUENT LENGTH OF FOOTING.
D DOME GAP hTYPJ
.--. J )/ (/ ,U >,It , i',CJd -------FINISH SHALL BE GoMF1RIPm or TWO
LINE
..2"x 4 CEDAR BAGKIN6 / -........_---- ... __ S/d x 5 5/8"CEDAR BACKING Y' ) 1H
t �t w COATS PRIMER,AND rva COATS ESL
ky II
I r
MQDuwa CAPSTONE UNIT 5eB srecIFIGATroNz FOR DETAILS.
- RAIL FASTENED WITH GALVANIZED 1 FINISH SPOOR
AD JJSTABLE CLAMP
x a CEDAR BOARDS ..___.
SFIIPLAP.JOINTS ( 2 j+Y:U AOJUSTABLE CLAMP II ` -
N• _-b"GON6RETr PAVEMENT .._ � "[{�I,�y�l��_.._.-FIBERGi,ASG PINREtE UNIT _
3 , . ---
- ., lI r— FacQulREv ! _
7 r•;+ x a°SHIPS APPm �' III 2° WICK MINI ACTED �I III III
i• w. A ..CEDAR BOARDS o Vfl. ,.
n o rN15H6RADE--
6'C.OPK,PETE PAD �H .... DRAINAGE PIPE,IF REQUIRED
a 5'GONc.RE E POOr1Ns PJ III �4
C
..6AIN MINIMUM BD
OONC FOO E LOCATED RVELBASE d
_-.COCRETE FOOTING
Ill BELOA PAVEMENT COURSE -------GOM'ACTED S 6R1D COMPACTED SUBMIA DEi D WINS GATE •F-------a STEEL BOLARD,SEE DETAIL M'.
i
��yh
........'1•.V 6,•• +C I• "' �. NOTE: `� ,.i`•
INSTALLATION OF INTERL.00KINS RETAINING WALL 'F - ' •
AS ULD SUIT FOLLOW THE 6 SITE MANUFACTURERS RECOMMENDATIONS
--- A5:TUTTED TO E%15T{N6 517E CONDITIONS
SCALE 1/2"=1, a. SCALE: 1/4'=1'-0' C"'. N.T.S SCALE:3/4'.1'-(r
DUMPSTER ENCLOSURE DUMPSTER ENCLOSURE PLAN MODULAR BLOCK" RETAINING WALL 6' DIAMETER STEEL BOLLARDS
MA57E_5Z FL.,,AN"T' L_1 aT PLANTING NOTE-5
AF P F D dY LHF IbWN OF NORTf A1%170VhR 00ARD OF AI N GA..5
5YM6pL BOTANICAL NAME COMMON NAME OTC J ZE 1. PRIOR TO THE START OF ANY EXCAVATION FOR THE PROJECT BOTH PLANTED AREAS TO BE AGED PINE BARK:PARTIALLY
DECIDUOUS
10, MULCH FOR PLA 111LLL��
TH
TREES DECOMPOSED,DARK BROWN IN UN AND OF THE SITE,THE CONTRACTOR SHALL NOTIFY DI65APE AND DOLOR AND FREE OP WOOD GHIP5 - - -
HAN 1/4
!1, PLAN ITNGTSOIL MIXN LOAM THOROUbHLY INCORPORATED WITH ROTTED ; YHi -h D E
AS AGCR 5ACGHARUM 6REEN MOUNTAIN GREEN MORlTAIN SUGAR MAPLE y 2 I/2-5 GAL. UTILITIES HAVE BEEN LOCATED AND MARKED. / e,
TG T LIA GORDATA GREtNSPIRE . BE
PIN
----
___ ___.._.._.... MANURE PROPORTIONED 5 G.Y.AN G.Y.OR EQUIVALENT. PEAT MOOS
QP Cd1CRCU5 PALU5TRI5--- PIN OAK 4 2 I/2'-5"GAL. PLAWTING AND WILL CONTINUE UNTIL FINAL ACCEPTANCE. WITH FERTILIZER ADDED PER MANUFACTURERS RECOMMENDED RATES. _-� � FILED
ORNAMENTAL TREES 5. CONTRACTOR SHALL VERIFY ALL TREE REMOVALS WITH LANDSCAPE 12, THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT H♦�
---------------------
AG AMCLANCTER CANADEN515(NI LT15TEM) SffADSLOA SERVICEBERRY 14 IO 12 CLUMP ARCHITECT PRIOR TO CONSTRUCTION START, MATERIALS FOR ONE(I)PULL YEAR FROM DATE OF ACCEPTANCE. Huntms Associsles,Ili, - -- --
CG ,.... GC-FDIC GANADEN515 ASTERN RZO0.0 _ 4 10.12 CLUMP ___ ___-. .-._._.. _..._...._.._
PY PRUNUS,X YEDOEN515 -- YOSHINO FLOWE-RN6 CHERRY M 2 1/2 5 GAL. 4 BUILDING FO SHALL SAINTAIN P051 A.E DRAINA61S Y FROM ALL 15. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE L04mcW At'II�ibCIIC'a t.L-dP�
------ LANDSCAPE ARCHITECT AT THE NURSERY,AND AT THE SITE yNUI;Ii"" LANDSCAPE DETAILS B.I :IL
U ILIS JAOUEMONTII � HIMALYAN 61RGH T
_ — ..___ 16-12 CLUMP 5. MAXIMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 5:1, 14. LANDSCAPE ARCHITECT TO FLAG ALL TREES TO BE TRANSPLANTED 17 Tow� FRS AG A`ry
GONIP-ROU5 TREES UNLESS OTHERWISE NOTED. 1 A,
- -- PRIOR TO CONSTRUCTION START. 01610 n`.�: NORTH ANDOVE"R BUSINESS CENTER
FLST �PNI15 (ROBES EASTERN WHITE FINE(SHEARED) 8 8 10 HST ASSESSORS AIAP 4 LOT 1-U
-" -- -- -' -- ------ 6, THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IS. ALL AREAS OP THE SITE WHICH HAVE BEEN DISTURBED AND NOT 9764108892�FAX 778470 i�4 p'"
S 7 T
PIGCA PUN6CN5 FAT ALBETRT' &.�k'.SPRUCE I 10-12'HST IN QUANTITIES SUFFICIENT TO COMPLETE ALL PLANTINGS SHOWN dN THIS M N MUM DEPTH OP b'�DEPYH TOP5010LF:MF`,D AND SEEDED WITH A500 5UFfC7N SCftI.ETA _--1PIOLA ABIE5 --- ._... ^NORWAY 5pW1GE - ----- 5. -_.-"10-12'HST. DRAWfN6. f NORTH ANDOVER, MASSAC,HUSETI"5 01845
SHRUBS
T, ALL MATERIALS SHALL CONFORM TO THE bUIDELINES ESTABLISHED BY Fj' c PREPARED FOFt.
GS_GURNUS SCRIGEA GARGINAI. _ CARDINAL R_ TWIG DOGWOOD_ 24 2 �SH.
THE At�JRIGAN A5506IATIdN OF NURSBRYMEN, 4 SGPIry'�'
EA CUONYMJS ALA7A GOMPAGTA DWARd`WINGED BJON'YhUS 140 2 I/ T 8. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIPTO FINISH GRADEp • LIGHTHOUSE REALTY TRUST
MP MYRIGA pENN5YLVANICANORTHERN BAYBERRY 101 2 I/ T AS TO ORIGINAL bRADES BEFORE DIGGING._ -R -- ---- 109 BI_IA RING E ROAD
MOSA GOMPAC CA ANDORA JUNIPER Bo _,5 q, ALL PLANTS TO BE BALLED IN BURLAP OR GONTAINERIZC-D.
_ _ NORTH ANDOVER, MAS.,ALHl1.�F`f h5 01845
RF3D RHODODENDRON BGULE DE NEI6E' BOULE 17E NEI6E RHODODENDRON
RG RJIl7DODCNDRON GATAW.RCJ5EUM BLE6AN5 RASEUM ELE6AN5 RHODODENDRON a0-_- 2/2-S'HT
RM RI IODODE"NL7RON MAXIMUM RDSCA PINK R05E�AY RHODODEtUJROIN 252 2 I/2 HT
,. __ _._..._..— ___ SaI..StNew Hampt Tm 3079
.. __ _ _.-- __ ....._.. _ _ .'�!"• �... �-" (603)893-0720
VHF Dasi n CotT6W4anf9 Inc.ric, ENGINEERS•PLANNERS•SURVEYORS
' '
SCALE: NTS UAi'E: APRIL. 4, 2005 bRAwINO N.
._.._.,_._____ _,_.._.._____ ___.-.. _ taA-Psr N.
{rJ DESCRIPTION E9Y DATE DRAWN f3Y ChfEOKCD f3W_.....-PRddECT_N 0 4HEEC NO
` ) REV/I fQN5 ccil 1,18802 L2 OF 2