1 TECHNOLOGY WAY - ZONING 'f`IERmGI URcuii�S
1 T-ewma b�q w�
�� � ap�l�oved piens �
DRIVEWAY
REFERENCES:
1. DEP FILE #64-152
12.0' 2. SALEM BUSINESS PARK DEFINITIVE SUBDIVISION PLAN
DATED 20MAR95 (REV'D: 18APR95, 2JUN95) AND
APPROVED 6APR95
3. SITE PLAN FOR THERMAL CIRCUITS DATED 20MAR95
(REV'D: 18APR95, 12MAY95) AND APPROVED 6APR95
DISTURBED AREA
WITH H 4M N APPROVAL 21 S P95.
TO BE LANDSCAPED
„ � 1" TOP O 2 4 BY�SALOF LAND EM PLANNING DBOARDC96ENDORSED
JAN96
2.5 BIT CONC. PAVE
1 .5" BINDEFI 1 MEET EXISTING GRADE 5. THIS PLAN SUPERCEDES THE FLAN ENDORSED BY'
�� THE PLANNING BOARD ON 20JUL95.
_—_— 2
_� �_� SLOPED GRANITE EDGING
10" GRAVEL WHERE REQUIRED
��.[�CG� C�L�Qf1�G�OGJC� o Oo GaG��
TYPICAL DRIVEWAY CROSS SECTION
(NOT TO SCALE)
DATEIt
HEAVY DUTY
SILT FENCE - FENCE POST
II
I
UPLAND
APPLICATION FILED _ 20MAR95 _
WETLAND FINAL PLAN FILED -_ 20MAR95
s" MIN' HEARING DATE ___ 6APR95
C Imo- MANHOLE FRAME & COVER OR CATCH BASIN FRAME & GRATE PLAN APPROVED 6APR95
COMPACTED � OVER TO BE — —_
BACKFILL LETTERED "DRAIN" 24' DIA. FOR M.H., 30" DIA. FOR C B.
5' x 2' FOR DOUBLE
COVER TO BE GRATED C.B. (60" DIA. C.B.)
LETTERED "SEWER" — - --- —
ADJUST TO GRADE WITH BRICK
SILT FENCE DETAIL 8 SET IN FULL. MORTAR BED
(NOT TO SCALE) _ 4' DI \ i
PENIN ADJUST TO GRADE WITH zN
BRICK SET IN FULL Z Ocr
Z0D MORTAR BED O U MIN. 0.12 SO. IN.
Zoz� I L& STEEL REINFORCEMENT
OU-I MINIMUM 0.12 SO.IN. N�
1n STEEL REINF. PER VERT. PER VERTICAL FOOT FCR
48" DIA. MANHOLES REVISIONS
r� FOOT OF MANHOLE MIN. 0.15 SO. IN. FOR 6(" DIA.
" PAINT WITH 2 COATS OF N I
MIN. 0.18 SO. IN. FOR 72" DIA.
5" 48" DIA. MIN. 0.21 SO. IN. FOR 84" DIA.
.. BI'TUMASTIC SO ALL OVER z 6' so DIA.
UJ O 7' 72' Dw. 1 Y WIDE MIN. 0.24 S0. IN. FOR 96' DIA. _ 18APR95
vi 5" 12' WIDE to-
" w z MANHOLE MORTAR ALL JOINTS w 9B 98 DIA. MANHOLE
18 O ST;PS- -
STEPS— MAY95
_ A 12" O.C. MORTAR ALL JOINTS
of U
i 2 O C `TYPICA—WATERTIL�HT GASKET WATERTIGHT GASKET (TYP.) _ 29FEB96
CAP STONIE 6 MIN. 110 9RICK
— MANHOLE DIA. GIVEN ARE FOR 5MAR96
__ 18" MAX. C NEL -WATERTIGHT RUBBER ZO �T STRAIGHT THROUGH PIPE & MAY — —
PISKET OR SLEEVE - S HAVE TO BE INCREASED WHERE
TYPICAL) U t PIPE INTERSECTS AT ANGLES
FINISHED GRADE w o W � � - ---
ff���� �1. / 48' DIA. FOR PIPES UP TO 30"
Q u - SEWER PIPE ( -- 36"& - ----
Lp l,J 60" DIA. FOR 42' PIPE
_ _ _ ---
III=III=III=III=III=III; 72" DIA. FOR 48' PIPES
N . . W" MIN. .h''O.•'e,.•: ,_ .6.
_ 84" DIA. FOR 54' & 50" PIPES
0 6" MIN. (TYP.) �I• 6„ MIN. 96" DIA. FOR 66" & 72 PIPES
_-III-I - - +.o a.:
�O 1 , I I ( -III 6" MIN. (TYP.)-� CR SH D 3STONE
0 -i =1 1l2" TO 3/4" CRUSHED
z III=-III STONE FOUNDATION
11=-1 11
Q III=I GRAVEL BACKFILL
II_— TYPICAL PRECAST CONCRETE DRAINAGE STRUCTURE
V) 4' —_II�—I TYPICAL PRECAST CONCRETE SEWER'. MANHOLE DETAIL �AANHOLE & CATCH IBASINS) DETAIL CONSTRUCTION DETAIL PLAN FOR
=)I( � UNDISTURBED SOIL
I
SCALE N.T.S THERMAL CIRCUITS
-III- I SCALE: N.T.S.
II_I4' WEEP HOLES IN
LIMIT OF —III= 20' C. TO C. SALEM ,ALEM , MA.
I=
1/2 C.Y. MINIMUM
I1J � CRUSHED STONE APPLICANT:
5' x 2' FOR DOUBLE -CATCH BASIN FRAME & GRATF �- ��
GRATED C.B. (60' DIA. C.B.) FAFARD REAL ESTATE AND DEVELOPMENT CORP.
30" DIA. FOR C.B. 290 ELIOT STREET
Z I I=III= I I=III=_ IIIII I I
ADJUST To RADE WITH BRICK -rte
z I I=III I i I=1 I LIMIT OF SE1T IN FULL MORTAR BEC ASHLAND, MA. O1 721
I- I I=II I=_ �I I1= EXCAVATION Zd
_ uj
Z- ` PREPARED BY:
ITT
�`� -- FAFARD REAL ESTATE AND DEVELOPMENT CORP
win WATERTIGHT —/ �--
�; GASKET
290 ELIOT STREET
(TMP ) ASHLAND, MA. 01721
" .. "'•
0.
6-1
0
I;_
AOR AR ALL JOINT -_— MARCH 20, 1995
MASON BUILT — — 3 EVENLY SPACED
DRY STONE RETAINING WALLGUYING WIRES
IDM
(NOT TO SCALE) r 2" MULCH
MO vv
6" TO P S 01 L
OF
DIMENSIONS (IN FT.) � 'A'"-�'°'•''�' • •
'c
- --- ---,- ------- — 6" MIN. (TYP.) a.I i 6' MIN.
1/2" TO 3/4' III=III III .�ouw"uw w
I W D CRUSHED STONE--' ) UNDISTURBED
=III-I 12' COMPACTED SOIL _
75 1 25 NOTE: SEE TYPICAL PRECAST CONCRETE —III 12" GRAVEL J \ /STf,
DRAINAGE MANHOLES FOR SIZES AND PREPARED TOP
I 1 .01 .5 REINFORCEMENT SPECIFICATIONS.
SOIL BACKFILL _m-
1 ,2----- 2.0 TREE PLANTING DETAIL
—� - -- - TYPICAL. CATCH BASIN (NOT TO SCALE)
SCALE: N.T.S. SHEET NO. 3 OF 3 FA 109 -1
Salem Business Park
Thermal Circuits
Construction Detail Plan
3/20/1995
i�
ism
�J
I�
II
\ ISN
O
PARKING REQUIREMENTS
BUSINESS SPACE 20 EMPL. = 20 SP.
INF NIND PHASEL 50ACE
EMP. = 25 SP.
3 MAYNARD PLASTICS
DMH G 4- DH. SB. \ 32,000 SF = 32 SP.
R=91.0± SET
1o=83.6(24") "' PHASE II 36 EMP. = 18 SP.
19,500 SF = 19 SP.
V) TOTAL = 114
I i TOTAL PROVIDED = 114
s o APPROXIMATE LOCATION ���
I EXISTING OUTFALL
X1ST• - - o
APP_RJ ATE S� TGOA IN DCB E
H.P. PlA R=90.0±
I ) ��
DMH G DCB D (DOUBLE) SMH A I Io=81.00(24
SMH 7+00 R=87.8 24 R-87.6± R=89.8±
" I 1=81.33(12") 1i=77.36(8"
1i=74.95(8 ) li=81.16(12 1o=81.23(12 ) lo=77.26(8 ) o 0 0
Io=80.06(24 ) 2'54
�SaL� pL�aaaOac� aoQao
I %' _ 30.00'
N21'37'06"W 210.29' S21'37'06"W
--- 30.00' EXISTING DRIVEWAY
I 4' WIDE
10" CLDI
WATER MAIN oo o SIDEWALK LOT 725
VE ,, 55'
NOT A BUILD LE LOT AREA = 0.20 SF AC - PROPOSED 266 11, N✓2 E 159
W/ 10 X 8 00, _ - --- --- - DRIVEWAY .11'3 E z 1`11,30 -�
TEE & 3 G.V.s ---g - -- �--- - - -
_ SMH E 53 ;� �
- � �- ---- S68'22'54"W 10.00' R=95.0f 6'
106.5 ---
HP RAM N21'37'06"W 236.30' S f ] SMH B Ii=80.10(8"' - 532•11'30/E
I SLOPED GRANITE ` R=87.6± Io=80.00(8')
I CURBING (TYP.) DUMPSTER ` h 1i=77.61(8" F -T T WAW
-
0000. •
DMH 7+65 L / to=77.510 I i PROPOSED COMPENSATORY /
" �_' a �, SMH D ,�, WETLAND AREA = 4000 SF
11=78.71(30 ) D 1a 3 R=97.0± LOT 729 ^ - - --
R=89± O 1 I SMH C = "1 AREA = 0.19 +/- A RES 00 i -- -� / DATE
1i=79.66(2-24"} 7 N R-91± 1i-79.48(13 'IF TA STOP
10=79.38(8 )
I a?
lo
t-3 `yam N ( ' �, NO A BUILDABLE L T I ---
� 1i=78.13 8'
U, Io=78.03(8 } I I �21-346W
00 �� a � 350.00" 71-1
-
� �� _ -- _ 1 04 75'
_- S21'37'06"E --350.00' - -----1
GATE VALVES S J 02�
1100 \3) I ( 1 I APPLICATION FILED -_____.__ 20MAR95
I a _ i GATE VALVE `ti I / FINAL PLAN FILED - 20MAR95
-7 _
�I HEARING DATE 6APR95
�4" DOMESTIC SERVICE -
I BACKFLOW PREVENTER I I - - - I I _ _
I , 20 ---8" SPRINKLER SERVICE � "14)1 PLAN APPROVED 6APR95
I ------SEWER SERVICE I 14 I `14 PHASE 11 I !n /
I _ TEMP. rn - / ---- --
\BITUMINOUIle S o MOL 0HU AREAS I N ( PAVEMENT AND PAR TNG I 00 �
g CURB (TYP.) RM92± FHS �3SCE 0 0 32,000 SIF I
1i=80.29(24 1 pHQ'SC 00 o `1) 69500 ZF
i I0=80.19(24 ) I /
z
LLJ
\ I SMH F �l REVISIONS
8 8LOT 724 I x IR=89.8±
RC 90 3± AREA = 3.88 +/- ACRES 1_81.10(8") 18APR95 _
cp G
10=86.05 Ic=81.00(8 ) , l S\�� F% __ 12MAY9500.1
\ -pl. I Ilk .01 29FEB96
f
-- -- __ ,R=91 2± �� ,. N21'37'06"W ��16.23' 10,
MH 36' RCP _ 1 5MAR96 - --------
,p, DCB li=82.01 18' I DCB A (DOUBLE) Ii=80.85
\ R=90.3± p=31'04 10"
Ii=85.23 12" I S
�o �s Io=86.05 R_50.00' R=89± '�) 10=80.25
\
001 10=81.91(18 ) - "1a-842 / -- ------ - - --
11 T=13.90' �co3 '" C�
DMH /� / L=27.11' n15 /
.
�o
1 13( ) " C, I VJ ' i 00,
�.
i 0 2-„ } 83 77' - N21'32'52' W %94111. 9to 24 ) _ I
N� 413. 5
N21'32'52"W 171.2t'
o `
\ SLOPED GRANITE
o CURBING (TYP.)
_ PROPOSED \
N -- --- --- --� - •1'
10
GATE 'VALVES WETLAND FILL
3 �AREA 4000 SF TLA OT T PLAN F O R
=
/ THERMAL CIRCUITS
IN
/ SALEM , MA .
APPLICANT:
FAFARD REAL ESTATE AND DEVELOPMENT CORP.
290 ELIOT STREET
ASHLAND, MA. 01721
PREPARED BY:
FAFARD REAL ESTATE AND DEVELOPMENT CORP.
290 ELIOT STREET
ASHLAND, MA. 01721
REFERENCES: MARCH 20, 1995
LEGEND: 1. DEP FILE #64-152
92- - EXISTING +"ONTOUR 2. SALEM BUSINESS PARK DEFINITIVE S"BDIVISION PLAN
DATED 20MAR95 (REV'D: 18APR95, 2JUN95) AND
- PROPOSED CONTOUR GRAPHIC SCALE APPROVED 6APR95
Silt Fence - SILT FENCE •o 0 z0 40 e0 feo 3. SITE PLAN FOR THERMAL CIRCUITS GATED 20MAR95 o' f
(REV'D: 18APR95, 12MAY95) AND APPROVED 6APR95
Wetland PKLMAW m ry 1R`
BORDERING VEGETATED WETLANDS W TH AMENDED APPROVAL 21 SEP95. 3( u �v41,
14 ( IN FEET ) ,A No- swu v i a
NUMBER Of PARKING PLACES 1 inch = 4a it. 4. PLAN OF LAND DATED 29DEC95 ENDORSED !s✓�;�
REIHNGOLD ARBORVITAE (4'-5' HIGH) BY SALEM PLANNING BOARD 16JAN96. Www.
5. THIS PLAN SUPERCEDES THE PLAN ENDORSED BY
JACK PINE (6'-8' HIGH) THE PLANNING BOARD ON 20JUL95.
SHEET NO. 1 OF FA 1091
41k IT
Salem Business Park
Thermal Circuits
Layout Plan
3/20/1995
1 /
PARKING REQUIREMENTS
N/F \ 5. �; I BUSINESS SPACE 20 EMPL. = 20 SP.
DMH G I I MAYNARD PLASTICS pIH. S8. \ \ \\ \\ \\ CE
700 INDUSTRIAL
ASE 150gEMP. = 25 SP.
I R=91.0± �„ SETS \ \ \ \ \ 32,000 SF = 32 SP.
1o=83.6(24") I `N \ \� PHASE II 36 EMP. = 18 SP.
1 i I N \ \ \ 19,500 SF = 19 SP.
1 \ I I l \ \ \\ \ TOTAL = 114 -
/ APPROXI14ATE LOCATION TOTAL PROVIDED - 114
\ \ / EXISTING bQTTFALL
\ TE LOCATIOfX�. - - \
APPROXIMA LINE �C \ \ \ \
I ' H �SZIC GAS DCBE
4 P R=90.0± _
_ 84\ 1i=81.50(24„)
DMH G kCB D (QOUBLE) � j�q \ \lx Io=81.00(24 ) ` ` 80
R=87.8± R=&7 6± \ _ _
SMH 7+00 Ii=80.16524° 1=81.33 T2" `_ R" 89.8± III
" I l ", 1o=:81.23(12) 10 11=77.36(8")
7326 8 II I
1i=74.95(8 1i=81,16 12 - ___ ( � 1 S68'22'54
IOZ80 (24 - 30.00 Nil Ub W 21
- 8 _ S21'37'06"W 1
1
30.00'
\ � � 4' WIDE /" ' I EXISTING DRIVEWAY
10" CLDI - ` o SIDEWALK I LOT 725
WATER MAIN i s
W/ 10 X 8 \ \ N0� A BUILD LE LOT RSA = 0.20 SF ACRE oy- - DROEWAYD .11'3p"E X66 1� \ \ N3T1�'3�E-
TEE & 3 G.V.s 1 \ - - - - - -- - - _ _ ` SMH E I \ 5 � _
\ \ \ _ S68'22'S4"W 10.00' R=95.0± p6 '
\ I \ \ HP RAM 121'37'06"W 236.30' \ / 1 SMH 8 Ii=80.10(8 •� '1�'E -
\ \ \ S OPED ANITE �_ �, ; 532 V=- _ - - -- -
\ DUMPSTER R=87.6± Io=80.0O(8 ) _ \ , ` �
o \ ;
\ \ C�RBING ( ci
11=77.61(8") \v `� \
100
1o=77.51( \ \ I I I PROPOSED COMPENSATORY /
DMH 7+65 \ 9 \ ) SMH D ( ( - /
1i=78.71(30") [� 6/ ;Q R=97.0± " W LOT 712 I ? 1 I i WETLAND AREA = 4000 SF -
- - R=89± " ,`� ,nl SMH C 1i=79.48 8 \`) �p,REA 0.19 + - A RE� 1 DATE
D Ii=79.6 2-24 ) i v �1 R=911 I =7 ( �` Y \ l \ I `' I / �- - ----------
\ = / , - „ 0 9.38(8 ; �, NOT A BUIL�A LEL T I i
I 10-79.06 0") , / / b, I 78.13(8 C,, I \ 1
\ \
N 1o=78.03(8 ) I► I r ��211-346"W 1SLOPE AT 1:4 IN LEDGE 350.00' _ -_ l i z 1 1 I
_ 104 75'
S / SIM / - -S S21'3 '06"E --X50.0'
GATE VALVES10
IZ
/-1
� \ APPLICATION FILED 20MAR95 -
\ iG92X8 / GATE V LVE 1 I Y `12
\ \ 1 FG89 0 / I � \ 1 I _ �� I/ / i / // /� ,/i 20MAR95 -- - -
.- \ �� FINAL PLAN FILED 6APR9
- \ 4"-D6Mft IC SERVICE / / I \ / I I \ I / / HEARING DATE 5 _
CKFLOWEREY(NTER / \ - \ 1 I \ �/ PLAN APPROVED 6APR95
8" SPRINKLER SERVe -
/ a I PHAS
SEW�R`SERVZE - - I
TEMP,.
\\\� i0p \ ITUMINOUS \\ \ N��� o �,�0 �` '_ _ - - - - -w - - _ I / P VEMENT AND PAIRING1 11 ago
_ V
I;TYP.) DMH C \ \ \� C 0 0 0 - _
R=921 n 9�� �F -_ _ -90 a - - - - - - - -- - - -- /
1s 80.29(24 \ �L °a [ 9 00 �[ o - -- - / / ; / I
\ o- 0.19(24 ) d
\ \\\\� � �'�
1 / REVISIONS
SMH F // \ / I� �1e�� / / / / / / // / / / / / /
k'\Z�
��/ / \ \\ \ B \ � ' � t- LOT 724-
I R=89.8±
\ _ \ AREA 3.88 + ACRES \ Ii=81.101,8" -� -� / / / / / / / l / I I 1 / - 18APR95
OS _ I / - = - 11o=81.00(8� �t Few / l i / // / / // I Il I I l l l / / 1 2MAY95
H A -- ---�- - - - - - --J 0�� 29FE896 --
\ 15MAR96
1 I\ \I \ \ \\\ B C _ RM91 2± �� "6.23' 36�R'CP --
, \ 11-82.01 18' "
\ " p-31'04'10 DCB A (DOUBLE)
1 =85.2312 - / S , /
R=89f/ / ;` %i
lo'3L91(1 � - R_50.00; - 425_ - / � ' /' -----
_ - \ H � T- 3'99- �
R NG 101,
Qj
10 PROPOSED
GATE VALVES i WETLAND FILL / 1 1 1 I - - _
AREA - 4000 SF// / � ',�/ TOPOGRAPHIC PLANT FOR
THERMAL CIRCUITS
i , I 1 I - - - - - ` - -
1 1 I \ \ 'oo / l//j/� / / I N
SALEM , MA.
APPLICANT:
FAFARD REAL ESTATE AND DEVELOPMENT CORP.
290 ELIOT STREET
\ \ - -
`\ ASHLAND, MA. 01721
_-
I _ PREPARED BY:
FAFARD REAL ESTATE AND DEVELOPMENT CORP.
290 ELIOT STREET
ASHLAND, MA. 01721
REFERENCES: MARCH 20, 1995
LEGEND: 1. DEP FILE #64-152
-- 92- - EXISTING CONTOUR 2. SALEM BUSINESS PARK DEFINITIVE SUBDIVISION PLAN
DATED 20MAR95 (REV'D: 18APR95, 2JUN95) AND
PROPOSED CONTOUR GRAPHIC SCALE APPROVED 6APR95
Silt Fence 4o U 20 40 'o ,so 3. SITE PLAN FOR THERMAL CIRCUITS DATED 20MAR95 '�tN M
OF
- - SILT FENCE � �'�
W t!and BORDERING VEGETATED WETLANDS (REV'D: 18APR95, 12MAY95) AND APPROVED 6APR95 i+ JAM!!. \
�. WITH AMENDED APPROVAL 21 SEP95. G„� \4
MCLOIK/l1M IY
O ( IN FEET ) ,A "o. I'"" O a
14 NUMBER OF PARKING PLACES 1 inch = 40 it. 4. PLAN OF LAND DATED 29DEC95 ENDORSED �7E4L
BY SALEM PLANNING BOARD ''6JAN96.
REIHNGOLD ARBORVITAE (4"-5 HIGH)
5. THIS PL�4N SUPERCEDES THE PLAN ENDORSED BY
► JACK PINE (6'-8' HIGH) THE PLANNING BOARD ON 20JUL95.
SHEET NO. 2 OF 3 FA 109 1
Salem Business Park
Thermal Circuits
Topographic Plan
3/20/1995