HomeMy WebLinkAboutPlans - 1591 OSGOOD STREET 3/7/2001 LIST OF DRAWINGS
NUMBER DESCRIPTION NUMBER DESCRIPTION
1 TITLE SHEET,LIST OF DRAWINGS,SITE SPACE& 9 RAINFALL DESIGN CRITERIA,EXISTING &FUTURE RUNOFF DESIGN CONSIDERATIONS
BULK REQUIREMENTS (REVISED)
10 SOIL DATA&INFILTRATION SYSTEM DETAILS (REVISED) SITE DEVELOPMENT OF A
2 LOCUS PLAN FOR SITE,SYMBOLS, PROPERTY LINES (REVISED)
11 ALLOWABLE SOILS,STORM DRAIN DETAIL ® �t^V
3 EXISTING TOPOGRAPHIC&GENERAL CONDITIONS SITE UTILITY TRENCH DETAILS WAREHOUSE
PLAN (REVISED) 12 GRADING SECTIONS,CATCH BASIN & S.P.E.C. REALTY TRUST (CHRIS
4 PROPOSED SITE-PLAN AND UTILITIES (REVISED) HANDICAPPED PARKING DETAILS FAQ �+ 1�(� �+(�
4A ADDITIONAL DATA REQUESTED FRONT ENTRY,DRAINAGE 13 LANDSCAPING NOTES&DETAILS
A®AIYI`r TRUSTEE), "" OSGOOD
COMPUTATIONS,TRAFFIC DATA(REVISED) 14 SEGMENTAL BLOCK RETAINING WALL STREET, NORTH ANDOVER' MA. 01845
5 ACCESS ROAD PROFILE (REVISED) 15 EROSION CONTROL NOTES
6 SITE PLAN OF FINISH CONTOURS ONLY (REVISED) 16 EROSION DETAILS FOR
7 SITE PLAN OF LIGHTING AND PERIMETER FENCE 17 GENERAL NOTES
LOCATION (REVISED)
18 SIGHT DISTANCE SECTIONS S.P.E.C. REALTY TRUST
8 LANDSCAPING PLAN (REVISED) (CHRIS ADAMS TRUSTEE)
OWNER &APPLICANT 19 BUILDING ELEVATION
1691 OSGOOD STREET
S.P.E.C.REALTY TRUST(CHRIS ADAMS,TRUSTEE) NORTH ANDOVER,MA.01845
1591 OSGOOD STREET,NORTH ANDOVER,MA. 01922
BY
BULK& SPACE REQUIREMENTS � &.iic`fit d
H Of
ZONE: INDUSTRIAL ZONE I-S SERVED BY MUNICIPAL WATER.
y
xaj�Aw
MAP PLAT 34 PARCELS OR LOTS 4&31 SIGNATURE BOX � E ,
PLANNING BOARD °' " a�a9a
-i
81 �& y
LOT AREA : INDUSTRIAL ZONE 116349 SF(2.67 ACRES). BUILDING EXISTING 4500SF,
PROPOSED GROUND SPACE 23400 =27900 SF TOTAL=(24.0%COVERAGE), TOTAL SPACE FG/STER�� �c@
55980 SF(RATIO 48.1%),RENTABLE SPACE 48150 SF yPaet Fss��NAL ENG���c
CIVIL
ROAD FRONTAGE: ON OSGOOD STREET 275 FT.
97�7�7�P50
SETBACKS TO STRUCTURE: FRONT 70'+/-(EXISTING), REAR 45 AS PER ZBA', SIDE 25'
MAXIMUM BUILDING HEIGHT 25'-30' FT
f
OFF STREET PARKING
SPACES EXISTING RESTAURANT 62 SEATS X 0.5=32 SPACES PLUS WAREHOUSING DATE
48150 X (2/1000)50 =96 SPACES. REQUIRED AS PER ZONING BYLAW= 128 SPACES PROVIDED
ZBA APPROVAL REQUIRES 82(32 FOR RESTAURANT, 50 FOR SELF STORAGE WAREHOUSING).
REVISED AS PER PLANNING BOARD REQUESTS 12/27/00&01112/01
TRAFFIC LANE SPACE 25' MIN. NOVEMBER 3, 2000 TO PLANNING BOARD
JANUARY 8, 2000 TO ZBA
TRAFFIC ENTRY WIDTH 50' EXIT 30'(EXISTING AND PROPOSED)
VARIES WITH MAXIMUM FINISHED BUILDING GRADE ABOUT 1.7%+/-PROPOSED DRIVE 4%-6%-
SIGNS REV. 2/14/01, 3/7/01
1. FREESTANDING ONE @ ENTRANCE CORNER 32 SF MAX. 15' HIGH TO CONFORM TO TOPOGRAPHIC PLAN &
ZONING BY LAW. SH OF * WAREHOUSE DESIGN yAzdia & Af� `muted
ra
FLOOD PLAIN AND CONSERVATION zwma
E WAREHOUSE DESIGN �e. � at890
NOT WITHIN ANY JURISDICTIONAL ZONE 8�'� � L S.P.E.C. REALTY TRUST(CHRIS
of ST STREET,�� ADAMS TRUSTEE), 1691 OSGOOD .11.��1,l�
VARIANCES NONE REQUESTED �`�SIONST E� � ' STREET, NORTH ANDOVER, MA 01846 Y� a�97o
SANITARY WASTE TO BE HANDLED BY EXISTING SYSTEM WHICH IS ADEQUATE DECEMBER 27,2000 SHEET, 97�Ta���So
194.19 N 280 31' W
SYMBOLS
EXISTING CONTOUR 57
RESIDENTIAL ZONE FINISHED CONTOUR 123
1.285 ACRES
FINISHED GRADE
F
L •\ '� i 1 ,(j7 '( } �.x .�� �hJ .'.r''
SPOT GRADE 7.3 2 1 •
WATERLINE ............... w .. .....•N SANITARY SEWER ——————— ss
C*4 G
0 GAS LINE
`''la ELECTRIC UTILITY E N
cn
PROPOSED FENCE
cli uj 41�
47/
?o CONCRETE BOUND 0 CB SET
04
0 HAY BALE FOR SCOUR PROTECTION
ROCK OUTCROP
A
SS `
s
� i.20 PROPERTY LINE
A-
TEST PIT& DEEP HOLE
r
z 4 (
LIGHT POLE WITH
ILLUMINATION LEVELS
Lu
%
HYD
HYDRANT
01 f 0
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INDUSTRIALZONE >
2.671 ACRES -j 2
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LOCUS PLAN
>i SCALE 1" = 1500' = 0.284 mi
zi
��3060.
140 0 �
os GO I�-'-1 1
oo 60.99, 1 HEREBY CERTIFY THAT THE PROPERTY LINE DATA
loo 00,vv IS BASED UPON PLAN AND FIELD SURVEY BY BRADFORD It Of LOCUS PLAN FOR SITE, SYMBOLS,
ENGINEERING,JAMES W, BOUGIOUKAS RLS 9529 MASS., PROPERTY LINES FOR -2�WA%d
WAREHOUSE DESIGN
PERIMETER PLAN HAVERHILL, MASS DATED 9112/88 rftmu - s- 9.• .
E AMW
SCALE 1" 100' "",i WAREHOUSE DESIGN 7,f�4'7YA71X7
S.P.E.C. REALTY TRUST(CHRIS
ADAMS TRUSTEE), 1691 OSGOOD
THOMAS E. PHALEN JR. STREET, NORTH ANDOVER, MA 01846 0,197&
MASS. PE NO. 8172 AL DECEMBER 27, 2000 :1 SHEET2 -97Je 7-1Y'".59
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PLAN OF EXISTING DRAINAGE CONDITIONS
SCALE: 1 IN =40 FT
NOTE: FOR DRAINAGE DETAILS SEE SHEETS 4, 9, 10, & 11
EXISTING TOPOGRAPHY&GENERAL
'JA Of WAREHOUSE DESIGN
WAREHOUSE DESIGNyrslci aCA�O7d90
S.P.E.C. REALTY TRUST(CHRIS 78�,7Z¢�"�
o ADAMS TRUSTEE), 1691 OSGOOD
STREET' NORTH ANDOVER MA 01846
�S��NAL ENG\�
DECEMBER 27,2000 SHEET
RESIDENTIAL > COMMERCIAL 'b
ZONING ZONING IS 110
HYD 371.74' N 610 26'E
329.60'N 610 29'E 158.05'N 610 23-F- HYD
.......... . .........
------ ----------
0 -------- - WA ------- ; PROFILE LINE S H-E,E-Sig. 31
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NOTE: ALL STORAGE STRUCTURES TO BE FIRE SPRINKLED, MASTER N E IT
ALARM CONNECTED,AND GATE LOCK AND UNIT LOCKBOX ACCESS to 1 6 0
TO BE PROVIDED TO FIRE DEPT.
NOTES
PROPOSED SITE PLAN & UTILITIES 4? 3 6-56'S 710
,57,
W
1. FOR PROFILE SEE SHEET 5 w
SCALE: 1 IN =40 FT w
2. FOR GENERAL CONTOURING SEE SHEET 6 CRITICAL ZONING & PARKING DATA SEE PLAN PROVIDED PARKING FOR
3. FOR LIGHTING & FENCE SEE SHEET 7 APPROVED BY ZBA DATED APPROVED 818100 1. FRONTAL PARKING SHOWN 3 q SEE
4. FOR LANDSCAPING SEE SHEET 8 2. DELIVERY PARKING ONE SIDE SHEET`4A
5.CSS DESIGNATES CRUSHED STONE SURFACE LAND AREAS AND RATIOS OF STRUCTURE ONLY 43
6.ALL GAS, WATER, DRAINAGE & DRAINAGE CATCH BASINS 1. I-S ZONING COMMERCIAL: 116349 SF(2.67 ACRES) 3. TOTAL PARKING AVAILABLE 82
SHALL CONNECT TO EXISTING UTILITY A POINTS SHOWN 2. EXISTING STRUCTURES: 5400 SF ANALYSIS ACTUAL REQUIRED PARKING
7. FOR ADDITIONAL DATA ON OSGOOD STREET AS REQUESTED 3. GROUND AREA NEW STRUCTURES: 23400 SF ACTUAL PARKING REQUIRED FROM VS. PARKING PROVIDED
SEE SHEET 4A 4. TOTAL OCCUPIED GROUND AREA: 27900 SF STANDARDS AND FIELD VIEWS 47 NEEDED«82 PROVIDED &
8. FOR SIGHT SECTION SEE SHEET 18 5. GROUND BUILDING AREA TO TOTAL 1. RESTAURANT 32 32 NEEDED<<39 FRONTAL PROVIDED
BUILDING AREA RATIO: 24.0% 2. SELF STORAGE WAREHOUSE 15 THUS PARKING IS ADEQUATE
6. STORAGE AREA(2 FLOORS): 50700 SF T7 REV. 2/14/01, 317/01
APPROVED BY TOWN OF NORTH ANDOVER 7. GROSS FLOOR AREA 55980 SF 48.1% 3.TOTAL REQUIRED f
PLANNING BOARD: DATE PARKING ANALYSIS ESN or PROPOSED SITE PLAN & UTILITIES
CODE REQUIRED PARKING INDICATED FOR WAREHOUSE DESIGN & w/d&_ 1"cea/
1. RESTAURANT PARKING 32 Nay~2�s
2. SELF STORAGE WAREHOUSE F. WAREHOUSE DESIGN Xte4m.'" amya
101 ftin i y S.P.E.C. REALTY TRUST(CHRIS 781-7-'A7"7
3. TOTAL AS PER CODE 133 ADAMS TRUSTEE), 1691 OSGOOD
T1 STREET, NORTH ANDOVER) MA 01846 ye.41011a Yf~,r
AL "V197a
NEW SPACES SHOWN THUS 19 DECEMBER 27,2000 SHEET4
ADDITIONAL DRAINAGE CALCULATIONS TO SUPPLEMENT
y pp/bT® SUBMITTED CALCULATIONS
EDGE OF PAVEMENT WAY loo, 1. FLOWANALYSIS FOR STORM WATERS REACHING EXISTING CB @ D.28
Ah I- 2.WORST CASE SCENARIO IS A 100 YEAR STORM WHICH HAS A RAIN
♦ FALL OF 12 INIHR(iph)FORA SM/NUTE DURATION FACTUAL ANALYSIS YIELDS 10.5!ph
GUARD RAIL�� / 1ND/CATIMG VALUES SHOWNARE 12.5%HIGHER THAN COMPUTED VALUES SHOWN.)
3. TOTAL BUILDING&PAVED AREA ABOVE D 52380 SF,c=1
4. TOTAL VOLUME OF RAIN DURING 5 MINUTE DURATION
371.74' N 610 26'E / h/ / / Q' =52380xl2iphx(5160)=52380 INCHES OF WATER
✓ FR / 5. TOTAL CRUSHED STONE(CSS)61NCHES DEEP 6800 sf.c=0
)'V 6. SOIL UNDER STONES PERC RATE=2 rnpi YIELDS COEFFICIENT OF
_ PERMEABILITY OF 0.5 ipm x 60 min=30 ipK
PROFILE� LINE SHEE X31 FOR 5min 30x5/60=2.5 iphlsf -
_.l •, i '- .. ®.
♦ .,.�.s: O y,�. \ 102 7. TOTAL WATER INTO SOIL Q"=6900x2.5-17000.INCHES OF WATER
INTO THE GROUND.
�%-i?,, �''••,,. - �' 8.WATER STORED IN CSS FOR 5MIN DURATION. POROSITY OF STONE
\� n=0.4.Q"'=6800x0.4 x 6"=16320 INCHES OF WATER
--------
- _ 9.WATER RUNOFF FOR MAX.STORM R=Q'-Q"-Q"'_
�. CSS ` ♦ $ 52380-17000-16380=19020 INCHES OF WATER
a
♦rWA 10. FLOW REACHING EXISTING CB @ D 19020/(5x60 12=5.28 fps-
�- \ •2�ill/ /O� cV 11. CAPACITY OF PIPE FLOW Q-rr/4x1x(1.486/.01)x(1/4?°x✓0.037 -8.9cfs 5.2 8 cfs ok
F 12 ADDITIONAL FLOW CB ON OSGOOD STREET FROM STREET&SITE 1.3 cfs
O /
11 ss. 'Q 3% j O .Z BASED ON 2600SF ON OSGOOD+2400 SF FROM SITE=0.115 ACRES.Q=0.95xO.115x12=1.3
c.-. , t. y �� ♦ �J 13 TOTAL FLOW @ OSGOOD STREET-6.58 cfs
'�` th Sv ♦g� l �;/ l 14 EXISTING OSGOOD STREET PIPE CAPACITY
0 CAPACITY OF PIPE FLOW Q=nl4x1x(1.486L01)x(1/4fx✓0.018 =6.55 cfs ok
TYPE gz.__ / y'/ �` / TRAFFIC FLOW ESTIMATE via INSTITUTE OF TRAFFIC ENGINEERS
r- 1r' ,� / TIMEOF WEEK TRIPS PER DAY OR ESTIMATE BASIS SF PAGE&CURVE
19 / Q HOUR OR NO.UNITS
EJECT _9; ,/,
1100
7 ' HP ERV� ` ,/ '� N WEEKDAY 120 1DAY SF 226
HOURLY WEEK DAY 7/HR SF 227
!P ♦�--b_. 4-6 PM 12/HR SF 228
WEEKDAY AM PEAK 13/HR SF 229
r
WEEKDAY PM PEAK 14HR SF 230
Hp
♦ SATURDAY 112/DAY SF 231
U- 0
*� � / SATURDAY PEAK 19/HR SF 232
co
SUNDAY 85/DAY SF 233
c'—; SUNDAY PEAK 14 SF 234
WEEKDAY 83 NO.UNITS 235
\
IT o 90 �, / �j�4 / Oy / WEEKDAY 7-9 PM 6 NO.UNITS 236
(STING _ / WEEKDAY 4-6 PM 10 NO.UNITS 237,239
PAVING / O Q / /
O /
W / WEEKDAY AM 10 NO.U NITS 238
SATURDAY,SUNDAY 80,68 NO.UNITS 240,242
SATURDAY,SUNDAY 13,10 NO.UNITS 241,243
98 PEAK
DATA INDICATES MAXIMUM TRAFFIC ENTRY OF ONE VEHICLE EVERY 3-6 MINUTES. LOW
a / / ADDITIONAL DATA REQUESTED
UTILITY POLE / !/ ,�0 / StI Of ,y1 FRONT ENTRY,DRAINAGE
2W�/ / �y��' ` 9 COMPUTATIONS, TRAFFIC DATA
TYPICAL ELECTRIC N S o y
� � G WAREHOUSE
OVERHEAD �* E. �„ .f�, , Pat o�a90
WAREHOUSE DESIGN
GLEN,J --+
81 S.P.E.C. REALTY TRUST(CHRIS
ADDITIONAL DATA ON OSGOOD STREET AS '� ADAMS TRUSTEE) 1691 OSGOOD
�'` /STQ �``� STREET, NORTH ANDOVER,MA 01846 S"I"y4wl
REQUESTED FOR PROPOSED SITE PLAN & UTILITIES F,rsoNA` �� YaAm,'"ax9,o
SHEET 4A 97a74
SCALE: 1 IN =40 FT REV. 2/14/01, 3/7/01 FEBRUARY 14, 2001 ���a
SEE SHEET 4A FOR ADDITIONAL DATA
AREA FOR 1 CB=
190 X 14= .061 ACRES
RAINFALL= 12"/HR WORST
CASE SCENARIO FOR 100 YR
STORM
Q= 1X12X0,061=0.74CFS
FOR 3 MANHOLES Q= 2.2 CFS .. 127.5
PIPE CAPACITY 127.
'V EXISTING GROUND ..••' ••
Q= 1.486/n x Rv3 x S1 40
2 10. 6 .•-
Q= 11.8 CFS 12 125 1 125
IF UPPER AREA WHICH •-''•
CONTAINS ABOUT 1 ACRE O.5 y.•'''
WORST CASE RUNOFF FINISH RADE 22'50
IF TOTALLY PAVED IS 0°
Q= 1XO.95X12= 11.4 CFS N .4
12" PIPE IS ADEQUATE 120 12 •00 120
FOR ALL CASES -v
• .ti
-- O
117.5 �t
115 - �O 115
EXISTING GROUND
II •, _
FINISi GRAD Z
lro
110 .•~- N- '" " 110
i •'
r r
105 ' I 1 a +7 105
m oQ
• •r.s••` O (�T V O W `7
°�o .•• ''°• A .'= > w N 102.5
k5•p I z? z —
,••'
00 80 3 +00 +10 +40 +60 +80 4+00 +20 +40 +60 +80 5+00 +20 +40
100 > ACCESS ROAD PROFILE 2 + 80 - 5+ 40 +/-
i ?— SCALES HOR 1" = 40'
y M VERT 1" = 5'
R
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95 0 _ --�_ w z
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92.5 t o I c 5 ' > o + 15+/- a s CL CL
0+ 00 +20 +40 +60 +80 1 +00 +20 +40 +60 +80 2 +00 +20 +40 +60 +80 REV. 2/14/01
ACCESS ROAD PROFILE 0 + 00 -2 + 80 SH OF ACCESS ROAD PROFILE
SCALES HOR 1"= 40' �y�iSa 9� FOR WAREHOUSE DESIGN MAZd2 &
VERT 1"= 5' � �� y� � k..�o�e90
WAREHOUSE DESIGN, 7a1-7-1Y-7�f7
� y S.P.E.C. REALTY TRUST(CHRIS
STfiR� ti� ADAMS TRUSTEE), 1691 OSGOOD ".414A��6
FSS�4ryST EHG\�� STREET, NORTH ANDOVER, MA 01846 Sow"o'9yo
DECEMBER 27,2000 SHEET5 9J8)/,71850
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GENERAL CONTOURING PLAN
SCALE 1" =40'
REV. 2/14101, 3/7/01
OF GENERAL CONTOURING PLAN � &'waw'�ted
FOR WAREHOUSE DESIGN
IHO y� G ci'0~2ixbe
07890
ALEN, WAREHOUSE DESIGN
ga "' S.P.E.C. REALTY TRUST(CHRIS �a�y��7��J
ADAMS TRUSTEE), 1691 OSGOOD
.rt410l�.Sor-wes
STREET, NORTH ANDOVER, MA 01846
F`�s�ON ��G�O .���0970
AI
DECEMBER 27,2000
SHEET 6 97&,'/r7"50
RESIDENTIAL ,E /> COMMERCIAL o1
ZONING N ZONING I-S v '"� 0 .• g a o
^� 371.74' N 610 26'E
329.60'N 610 29'E / 158.06'N 610 29'•E
all Arnim m
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t 20 TYPICAL LIGHT LOCATION WITH o� ;" WITH 2-18'
� ? f
LIGHT INTENSITY CONTOURS "'••�: GATES
LIGHTING AND FENCE PLAN f 356.56'S71°57, W'`l--
�� SCALE: 1 IN = 40 FT 8'0"-14'0"MAX iV
a
8'o" TYPICAL CAST IRON
—� LUMINAIRE SPECS: TYPE 4 SHORT CUTOFF LUMINAIRE: OR ALUMINUM
w ' FENCE DETAIL
LAMP 400 WATT METAL HALIDE-ED-28 ENVELOPE: 32000
n_ LUMENS: LLF 0.72
j NO.OF UNITS 10 ---.. ... ...._..._ 6"+/-TYP.
20'1 Z GROUND LINE
.. . _._.....
LUMENS PER FIXTURE 32000
— AREA OF SITE 116300+/-SF CONC.FENCE FOOTING
ILLUMINATION MFG.COEF.OF U 0.3 REV. 2/14/01 3/7/01
J ENVELOP MAINT.COEF. 0.4
Q > MAX.MOUNTING MAX HEIGHT 20' tN or LIGHTING � �
Y LIGHTING & FENCE PLAN FOR
HEIGHT FACTOR 30/20=1.5 y1 1
EXISTING GROUND WAREHOUSE DESIGN off. �q�,
AVG.FC.-1Ox32000xo.3xO.4xl.5/116300- AVERAGE F. C . ON SITE
12" SQ. BEN WAREHOUSE DESIGN ' ,.,Cat a�a90
CONC. BASE 0.5 FOOT CANDLES 8I 'J �' S.P.E.C. REALTY TRUST(CHRIS
ADAMS TRUSTEE), 1691 OSGOOD
/STERN k� STREET, NORTH ANDOVER, MA 01922
£`�sldNAL EN �
.Sow, 0/970
DECEMBER 27,2000 SHEET? 97a7s���5a
371.74' N 610 26'E
4 0 < 0
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356.56'S 71o,57- W
1. PLANTINGS UNDER OVERHANG SHALL CONSIST OF 4 GROUPS OF
2 RHODODENRON RUBIGINOSUM &2 TAXUS CUSPIDATA IN AN
ALTERNATING PATTERN ONE GROUP IN EACH BAY LEAVING LANDSCAPING PLAN
ROOM FOR DOORWAY ACCESS. �/"
2. FOR LANDSCAPING DETAILS SEE SHEET 13 .'�M SCALE: 1 IN =40 FT
REV. 3/7/01
Of LANDSCAPING PLAN
�o�y�F3a' 9c� FOR WAREHOUSE DESIGN gll &-waz"�"tell
E `n^ WAREHOUSE DESIGN 0890
owxN,J y S.P.E.C. REALTY TRUST(CHRIS 7?-a.7 7
81 V� 2" ADAMS TRUSTEE), 1691 OSGOOD
F /STERN �k� STREET, NORTH ANDOVER, MA 01846
s NA
DECEMBER 27,2000 SHEETS
TABLE I
Daily Precipitation HISTORICAL MAXIMUM RAINFALL IN THE VICINITY OF NORTH
ANDOVER,MA (SOURCE U.S.WEATHER BUREAU)
Inches NO LOCATION ANNUAL YEAR MONTHLY MONTH- MAX
8.990 1 1 ,1993 i 1 � � x.998 1 1 iPY iPm YEAR A"DUR.
r - T -- T - -- - '
---- - ----------------- -
,t0 - iph
i ONE INCIDENT
-7ipvc i i 58.32 1972 11.34 JAN 79
5.0 4---------------------------T-----------T --- T -- - ------- --- -----} -------- - --
1 PEPPERELL
2 FITCHBURG 57.05 1972 11.42 DEC55
-•-------•--•------------i-------------i- - --i------------------ -------I----------- -
3 BEDFORD 61.22 1996 12.41 OCT 96
1 .0 - - - - --E-------------i----------
I `
4 BOSTON (LOGAN). 62.32 1954 13.38 MAY 54
-110 1_......... ............. .............i........ ....I.............L......__1.... 5 BOSTON (BLUE RLLS) 6551 1920 18.78 AUG 55
6 RANGE 48-65 11-18 10-12
1976 8.979 � � 1952 _ � X985 � * BEST 100 YR. SOURCE ALA
7.0
i
i i i i j i E EXISTING RUNOFF COEFFICIENT COMPUTATION
S.0 _........ T...... .... : .............................. _.,........_,... .. ..i...._....... .......
_
.= _ CATEGORY AREA(SF) COEF. C PRODUCT
3.4 .._._ _.....,.... ... _........................ ........... ..., .......... -- STRUCTURE 4500 1.0 4500
jaw GOLF IMPERVIOUS 8400 1.0 8400
_1 ------_-----i--------•----1ii i----------- L ------- ----------
-i_______-- TOTAL BIT. CONC SURFACE 57140 1.0 57140
GREEN SPACE TREES 10250 0.3 3075
1962 I I x.963 I I x968 I ;1971 i
------------T------ -T------------i -
_-------------- ---------- -------- '------ ---------- r---------- BANKING 8800 0.19 1672
SURFACE 4600 0.15 690
T --- _--- ----,
----:
D
5665
t
- ----- - -�
SANDY GRASS SURFACE 22659 0. 25
------i----
TOTAL 116349 81142
:
1 .0 4
it N1
IEXISTING RUNOFF COEFFICIENT I 81142/116349 = 0.70
.............i.........._._1.............1........504IRGE 0 -S ......._:.......... -
i r FINAL RUNOFF COEFFICIENT COMPUTATION
CATEGORY 1AREA(SF) ICOEF. PRODUCT !
ANALYSIS INDICATES 100 YEAR CRITERIA YIELDS 71pd MAXIMUM RAINFALL IExIS71NG STRUCTURE !asoo 1.0 asoo NET CHANGE IN C IS 0.09. THIS REQUIRES
FOR MASSACHUSETTS IS REASONABLE INCLUDING N. ANDOVER, MA i I AN UNDERGROUND RECHARGE FOR 7 IPD
'NEW STRUCTURE 123400 1.0 23400 @ C =0.09 ON 116349 SF OR 6108 CF/DAY
IN &EXISTING PAVING 62049 1.0 62049 TR-55 UTILIZES 6.5 IPD
TABLE TYPICAL MONTHLY RAINFALL DATA FROM 7 SEE EXISTING STORM DRAINAGE SYSTEM
U. S.WEATHER BUREAU FOR TABLE 1 iBANKING 8800 0.19 1672 & INFILTRATION SYSTEM
j 190535 BEDFORD MA 1990 443 432 177 457 665 CRUSHED STONE SURFACE 17600 0.0 0
x.01 334 570 133 862 218 414 4806 TOTAL 1 116349 91621 I
1190535 BEDFORD MA 1991 390 204 405 437 260
93 17$ 841 654 312 425 347 4746 FUTURE RUNOFF COEFFICIENT 91621!116349=0.79
190535 BEDFORD HA 1992 294 234 382 268 201
47 440 492 299 238 470 686 4451 THIS IS THE TYPE OF INFORMATION THA RAINFALL DESIGN CRITERIA
190535 BEDFORD MA 1993 229 408 760 482 126 IS UTILIZED TO DEVELOP STORM " or EXISTING & FUTURE
68 250 267 586 393 372 563 4604 INTENSITIES FOR DESIGN VALUES. IN 4fq o aIeA & wall, 2 Z w W/
190535 BEDFORD MA 1994 483 257 664 203 587 THIS CASE THE 100 YEAR CRITERIA oZ� �ti FOR WAREHOUSE DESIGN
14 ^228 487 633 58 461 525 4700 I J , ,r�0 891
19055 BEDFORD MA 1995 418 322 244 245 281 IS UTILIZED.
93 392 91 316 676 609 287 4074 �LFN,� y WAREHOUSE DESIGN
190535 BEDFORD MA 1996 617 278 346 622 346 817 S.P.E.C. REALTY TRUST(CHRIS
725 84 737 1241 275 645 6122 °� /ST�R� �� ADAMS TRUSTEE), 1691 OSGOOD
� � Ffs! aL EH � STREET, NORTH ANDOVER, MA 01846 y� azym
190535 BEDFORD MA 1997 273 219 536 596 259 0/y
G7 210 383 162 202 658 367 3952 9J8Jr/7B150
i _ DECEMBER 27,2000 SHEETS
�UKIVl 11-SUEL EVALUATOR FORM
Page 2 of 3
r— °q- ,
Location*Address or Lot No. 1591 Osgood St., N.Andover STORM RM LEACHING FIELD FLOW AND
AREA COMPUTATIONS
®n®site Review _ITEM___--_- ----UNITS -
o.•v How Wombat ou®:.._-._.3/31/98 Time. 10_AM 1 1. AREA SIZE --- _ ---- 2500SF
Weather clear
Location (idattify on site plan) ' 2. DESIGN FLOW 100 YR. AS PER DEP _! 1" PER SF AS PER DEP
L.,d u.. .__.com.merclal gk,a ttct 3 surface stones none.. 1 3. INCLUDES ROOF DRAINAGE 1 UNIT PER 2500 SF
v��n brass 4. DESIGN FLOW 208 CF/UNIT
L&Nfoffn 15. SOIL PERC RATE _ >2MIN/INCH (0.042 FPM)
Position on tandscape (sketch on the back) . . 16. SOIL CLASS CLASS 1
oisancaa from: I V' 100 YEAR STORM 1 5 MIN DURATION
Open Waur Body >500' feat Drainage way feat , 8. YIELDS 20815 ! 41.6 CF/MIN _
Posalbl!4yat IVaa >500' +.at Propany Une 60 feet 9. DESIGN FLOW RATE 2m = 0.042fpm i
Drinking water w.0 >500' +..t other pi
1f O.AREA OF FIELD 41.610.042 990SF
DEEP OBSERVATION HOLE LOG' i 11. SIZE PROVIDED 24 X 42 1 1008 SF
12. FLOW CAPACITY/UNIT 1008 X 0.042 X60, X 24 = 61000 CF/DAY
SYSTEM IS OVERSIZED
• DaOeh ham >6oY►brlton *oil TexNre fioil Cola idl
Surface lw4h"l KMDAI IM-0 Monino fstr�.Stores,Sw6ft e,Comftwcy,
0-81, Fill .SYR3 r
8- 1T' Bw Loamy 1OYR716 -none Massive,friable
Sand 42'
'
17-30" C11 Fine 2.5Y614 none Massive,friable < LIMIT OF STORM LEAC D
Loamy r—
Sand ; 13
30-129' Loa ------ ---- ----- ------- ----------------------- �
C2 my Z.SYB/1 none • Massive,friable
Sand m i – I---- 6
-- --------------------- --------- '
Pras Material ik.sts.iei ig unknown
A, . 4 !
_ I 6 " PERF. PVC PIPE TYP.
f 6y walr in NOW none vhoh f fnta rh Faea none Z
EarnWa/sa+aar{ aw,e
4 OTHER TEST PITS WERE EXCAVATED IN GOLF COURSE AREA w o i —
AND INDICATE SOILS ARE BASICALLY IDENTICAL TO DATA SHOWN HERE t'- °-
PERC RATE 2 MIN/IN °o (sr i
24.0 —�- -- -—-—-—-—-—-—-— -—
-------- -- - ----R3' - ----------- –
{ v
i
I ' PLAN OF LEACH FIELD
I i
DRAINAGE AREA 220 X 150= 33000 SF
BIT CONC SURFACE SYMBOL ON CHANGE IN RUNOFF COEF.0.12
SITE PLAN AREA REQUIRED 33000 X 0.12=3960
ON SITE SOIL MAY BE UTILIZED 6" MIN USE 2 UNITS
. � SEE SHEET 7
12 CRUSHED STONE
"I
INFILTRATION SECTION ZN Of OIL LOG& INFILTRATION DETAIL �� &
NTS �eic` nLte�
$„ 4" PERF. PVC PIPE TYPICAL o�� c FOR WAREHOUSE DESIGN
CRUSHED STONE IROA"
j qty 1 WAREHOUSE DESIGN
I
817;p S.P.E.C. REALTY TRUST(CHRIS
NATURAL SOIL o � ADAMS TRUSTEE), 1691 OSGOOD
I IFS GISTER� STREET, NORTH ANDOVER,MA 01846
s/ANAL Y-A"_"
�_ DECEMBER 27,2000 SHEET10
TRENCH 1,, I , SCHEDULE OF BACKFILL
18" 18" UNDISTURBED _ - PE OF PIP � GRANULAR BASE SPECIAL SPECIAL SELECT
SIDE OF TRENCH .• BACKFILL BACKFILL BACKFILL
PAVING PAVED AREASIGRASS AREAS ; I BASE
AS SPECIFIED I -- 4SEED, ;�` MATERIAL I COVER
ON PLANS I.. _ "LOAM A (IN.)
FERTILIZER& 1
MULCH !y, DUCTILE GRANULAR AASHTO I GRANULAR AASHTO i 6 GRANULAR AASHTO
GRAVEL CONCRETE PIPE BEND IRON f M145-49 A-3 OR BETTER ! M145-49 A-3 OR BETTER ` M145-49 A-3 OR BETTER
AS SPECIFIED t THRUST BLOCK:
ON PLANS r.�--SUITAB E OVERLAP - I — I
--�~ BACKFI L SIDES OF �r-•It CONCRETE GRANULAR AASHTO GRANULAR AASHTO 12 GRANULAR AASHTO
PLASTIC MARKER --— PIPE •I ` ' i
M145-49 A-3 OR BETTER M145-49 A-3 OR BETTER M146-49 A-3 OR BETTER
TAPE APPROX. 12" '
BELOW FINISHED PVC 3/4"CRUSHED STONE GRANULAR AASHTO 6 I GRANULAR AASHTO
GRADE PLAN VIEW
M145-49 A-3 OR BETTER M146-49 A-3 OR BETTER
CONCRETE THRUST BLOCK:OVERLAP CMP 3/4"CRUSHED STONE GRANULAR AASHTO 6
SIDES OF PIPE GRANULAR AASHTO
SUITABLE BACKFILL —+- ) PIPE BEND M145-49 A-3 OR BETTER
M145-49 A 3 OR BETTER
FREE OF FROZEN
LUMPS,ROCKS, 'I
STONES DEBRIS NOTE: THIS DETAIL MUST BE APPROVED BY THE SUPERINTENDENTS OFFICE PRIOR TO
RUBBISH 12'4 SERVICE LINE B - '�: INSTALLATION OR THE LOCAL CRITERIA IN THE PEPPERELL SEWER USE REGULATIONS.
SERVICE LINE A- BASE
MATERIAL PAVED AREAS NON-PAVED AREAS
6" �I ••'i j- �3-1I(-1 I�31—I j k
SECTION
4"LOAM 8 SOD
3"BIT.CONC.
FINISHED GRADE
CONDUIT TYPE THRUSTIRETAINER GLAND SCHEDULE
SERVICE!CONDUIT GRASS PAVED (UTILITY 1/4 BEND (90 DEG.) USE POURED-IN-PLACE THRUST SIDE OF TRENCH MAY
SIZE AREAS AREAS BLOCK W/RETAINERS / BE SLOPED BACK IN
RIGID GALV. 118 BEND (45 DEG.) THRUST BLOCK W/RETAINERS UNPAVED AREAS ONLY.
A 5" SCH.40 PVC POWER BASE GRAVEL
ELEC.GRADE
ST
A120 1/16 BEND (22.5 DEG.) THRUST BLOCK WHERE REQ'D SPECIAL BACKFILL____d 1/32 BEND (11.25 DEG. THRUST BLOCK BACKFILL WITH EXCAVATED BACKFILL O SEE SCHEDULE.
i RIGID GALV. SELECT BACKFILL AS DIRECTED BY ENGINEER TRENCH WIDTH SHALL BE
B 4" SCH.40 PVC STEEL PHONE THE ABOVE SCHEDULE IS SUBJECT TO THE APPROVAL OF �'.� o a
i ASTM A120 THE ON-SITE INSPECTOR DUE TO SOILS AND WORKING 2"RIGID INSULATION WHERE INDICATED ON PLANS ;+ MAINTAINED TO TOP OF
PRESSURES IN THE AREA. OR REQUIRED BY ENGINEER AND AT ALL LOCATIONS SPECIAL BACKFILL.
WHERE STORM DRAIN PIPE WILL HAVE LESS THAN
3'OF COVER AND SEWER WILL HAVE LESS THAN ° °
NOTE:KEEP CONCRETE CLEAR OF PIPE JOINT,NUTS AND BOLTS. °'O 0'0 0_
4'-6"OF COVER. N�
PIPE SIZE AS o ° +
UTILITY TRENCH: POWER & TELEPHONE NOTED ON
TYPICAL THRUST BLOCK PLACEMENT AT BENDS PLAN GRANULAR BASE,
DT
a
U.S.Standard Slave(in) U.S.Stwidwd siege numbw s Hydraneter \L4/3 I.D.PIPE+1'$"+"S"(MIN X-0.)
S g o g NOTE:BRACING AND SHEETING OR OTHER TRENCH PROTECTION TO BE PROVIDED
10D
- c @ " ' + TO MEET APPLICABLE STATE AND O.S.H.A.SAFETY STANDARDS.ALL SUCH
o, , o TRENCH PROTECTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
90 10 20 GENERAL NOTES RELATING TO FILLS UTILIZED TYPICAL STORM DRAIN TRENCH SECTION
cn so RANGE FOR r-; FO TITLE 5 FILTER SOIL 20 E FOR SOILS ON THIS PROJECT.
GENERAL FILL- A PER 310 CMR 15.00 0 1. ONLY CLEAN COHESIONLESS SOILS MAY BE
0 70 SOIL B S ILA 30 UTILIZED AS FILL FOR THIS ENTIRE PROJECT.
BEDDING LAYER
m so 3 2. WHERE FILL IS UTILIZED IN AND UNDER THE
3 .a SUBBASE ONLY APPROVED SOIL MAY
so
so BE UTILIZED.
ao PERMISSIBLE ; 80 0 3. ALL OTHER GENERAL FILL MAY FOLLOW
_- RANGE WHEN ° THE RANGES NOTED .
30 TAININ WALLS D, FOR THI 70 41 WHERE RETAINING WALLS ARE PART OF
PROJECT 0.3mm
zo ARE INVOLVED so THE DESIGN THEN THE SOIL RANGE FOR ALLOWABLE SOILS STORM DRAIN
0- SOIL C ° COMPACTIVE PURPOSES IS REQUIRED BEHIND SH OF
10 MqJ� DETAIL UTILITY TRENCH DETAILS
THE WALL USE SOIL C. o� q� FOR WAREHOUSE DESIGN
19 -0 100 5. NO SILTS OR CLAYS WILL BE ALLOWED AS 9m
02
10D3 10 1001 10D0 la 1001 1003 FILL FOR ANY PORTION OF ANY SYSTEM, BEN,J � WAREHOUSE DESIGN 1 azmo
( EXCEPT FOR IMPERVIOUS SEPARATION WALLS 817 �7� S.P.E.C. REALTY TRUST(CHRIS ��¢"»
Grain size mm ADAMS TRUSTEE), 1691 OSGOOD
OFF G/sm, `��`' STREET NORTH ANDOVER MA 01846 -F""IeA_91�t
`�s�ONAL EN YaZm,"
DECEMBER 27, 2000 SHEET11 .97.e'X>AJf So
ETHERIDGE S6248 FRAME TYPE M GRATE OR EQUAL
(ROUND FLANGE AT CORNERS TO PROVIDE MAX 30'
HAUNCHED 3'4"DIMENSION)
CONE FOR 3''4"
RECTANGULAR 8" 2'-0" BRING TO GRADE WITH BRICK CRUSHE 14'- 2.5"BIT.CONC. 8'CRUSHES
FRAMES. MIN.OF 1 COURSE STONE ;< STONE
MAX.OF 4 COURSES
INVERT REFERENCE POINT MOLD INVERT IN MANHOLE 6'MIN-12" MAX TYPICAL
FOR SMOOTH WATER FLOW.
4 FOR JOINTS OF WATERTIGHT MANHOLE:KENT SEAL, - —
�`+ RAM NEK OR"O"RING MUST MEET AASHTO M198B.
4"
o "+
MAx-4
Lu
N CASCO TRAP ON OUTLET.ONLY WHER NOTED
ON PLANS ( 12" COMPACTED GRAVEL --'
-�- PRECAST CONC.BASE SECTION WITH PIPE
? OPENINGS AS APPROVED BY ENGINEER.
ai w
ALL PRECAST CONC.SECTIONS SHALL CONFORM
g w TO ASTM C478 AND BE DESIGNED FOR H-20
Q °' LOADING.
��_ j•: ', ' ' SIDEWALL OF MANHOLE TO BE 13ACKFILLED WITH TYPICAL GRADING AND PAVEMENT
«� SELECT BACKFILL AASHTO SPEC.M145-49 AS BETWEEN STRUCTURES
REVISED,CLASS A.3 OR BETTER. NTS
5" 4'4" 51. 12"THICK 314"CRUSHED STONE BASE 25' ACCESS ROAD i
4'-0" PRECAST CATCH BASIN/MANHOLE -- --
I
WITH AND WITHOUT SUMP
N.T.S.
I
BRASS PIN 8'CRUSHED STONE 14'- 2.5"BIT.CONC_ 8'CRUSHED
STONE
NOTES: 5.5' 5.5'
1.INSTALL CASCO TRAPS ON OUTLET Al I '
PIPES AS INDICATED ON THE DETAIL B F
SHEET, i !
2.TO INSTALL,THE CASCO TRAP IS e L
INSERTED INTO THE STORM DRAIN
WITH THE HOOD DOWN.
SIZE A B C j D E F G H
12" 11.5 20 18 ! 8 6.325 18 12.5 113.325 "
15" 14.5 22.5 23 110.25 5.75 21 1 14.251 15.75
CASCO TRAP DETAIL
N.T.S.
4"WIDE YELLOW CURB OR
BARRIER FREE PAINT STRIPE 4"WIDE
PARKING SIGN T-O"O.C.TYP. YELLOW YELLOW REFLECTIVE
TYPICAL. (TWO COATS) PAINT 6"R PAINT(TWO COATS) 12" COMPACTED GRAVEL
STRIPE TYPICAL GRADING AND PAVEMENT FOR ACCESS ROAD
ir COATS) NTS
$ 201,0.. q i
A x _-
••WIDE -T
`? YELLOW R
REFLECTIVE '' 2:f
TRAFFIC 00
PAINT
STRIPE Km> GRADING SECTIONS,CATCH
� � TYPO It Of BASIN&HANDICAPPED PARKING
Oo TS) ���'� �� q DETAILS FOR WAREHOUSE DESIGN `� � `�
PER PLAN 3" E , al"a
TYPICAL PARKING SPACE DIMENSIONS $O ' �w17 , ; WAREHOUSE DESIGN
�.OF PARKING SPACE 81 " S.P.E.C.REALTY TRUST(CHRIS 78�7�g»s7
AND STRIPING DETAILS �lj ADAMS TRUSTEE),1691 OSGOOD
INTERNATIONAL BARRIER o,�� G�ST���O
PLACE AS NECESSARY TO SUIT PLAN FREE SYSMBOL AL EN��� STREET, NORTH ANDOVER,MA 01846 Sow., ai97a
N.T.S. N.T.S. 97�7G�r�so
DECEMBER 27,2000 I SHEET 12
FOR ATTACHMENT
TIE HEIGHT SEE STAKING TIE
BETWEEN DRIVE STAKE AT SLIGHT RUBBER
1/3&213 ANGLE&DRAW VERTICAL HOSE ONE
TREE HEIGHT APPROX.213 BALL DIA. PIECE PER
TIE
II I 3"MULCH COMPLETELY
--- ---- — -- -- - - -- -- --------- 3"BARK MULCH jj jj EXTENDING ENCIRCLING
PLANT SPECIES LIST I OVER BERM 1 I OVER SAUCER WIRE LOOP
------ - -- ---------- - --- - - — --- AROUND
SYM_ BOTANICAL NAME---_ COMMON NAME_ SIZE REMARKS ! j WEED BLOCK TREE
FABRIC
1 , Spirea nipponica"Snowmound" Snowmound Nippon Spirea 2-3' 5'o.c. -j 18"MIN. )
APPROX.2/3
2 Taxus x media"Hicksi" Hicks Yew 3.5-4' B&B Full 5'o.c. I BALL DIA.
9"COMPACTED TOPSOIL i +1-
3 Thuja occidentalis"nigra" Dark American Aborvitoe 4-5' B&B Full 3'o.c.
____ —_- --- -- -----J NOTE:FOR TREES TO 3"CALIPER
TYPICAL TREE STAKING
N.T.S. I
TWISTED WIRE
LOOP OR TURNBUCKLE(OPTIONAL)
STAKING TIE DETAIL
GROUND LINE N.T.S.
LANDSCAPE NOTES: WEED BLO TO BE SAME AS
FABRIC AT NURSERY.
1.Planting of trees and shrubs shall not occur until all grading and paving is completed. 3"MULCH
EXTENDING EARTH SAUCER W/
2.All plants shall have a normal habit of growth for the species and shall be sound,healthy and free of disease and OVER BERM 4"HIGH BERM
insects. They shall conform to the measurements on the Plant List and shall conform to AAN Z60.1 -Nursery
Stock,latest revision.
BACKFILL W/TOPSOIL&
3.All plants shall have all non biodegradable materials(string,wire,pots,etc.)removed at the time of planting. V 9"MIN PEATMOSS MIX IN 9"LAYERS.
Circling roots or roots that would later girdle the plant shall be straightened,cut on the root ball shall be cut WATER EACH LAYER UNTIL -
utilizing the"butterfly method". BREAK SETTLED.DO NOT TAMP. WIRE �� %; TIE HEIGHT
SUBSOIL COMPACTED TOPSOIL & j, APPROX.1/2
4.Backfill mix shall be composed of a 80120 loam/peat moss mix. Planting pits shall be excavated to twice the WI A PICK - -
diameter and to the same depth of the plant root ball. Backfill 1/2 of depth of pit at a time and compact. See Note 5 HOSE TREE
and install slow release fertilizer after first backfill lift. TYPICAL SHRUB PLANTING _ _ HEIGHT
� ` � `
5.All pantings shall have slow release fertilizer tablets installed. Tablets shall be Agriform 21 gram 20-10-5 planting N.T.S. 4"BARK MULCH EARTH
tablets or an approved equal. Application rate: perennials-1 tablet/plant,woody shrubs to 3'-0"-2 tablets/plant OVER BERM SAUCER W/
shrubs and trees 3'-0 to 6'-0-3 tablets/plant and trees 6'0"and above-4 tablets/plant. After plants are installed, 4"HIGH
liquid feed all plants with Roots or an approved equal. Mix according to manufacturer's instructions.Application ALT.STAKE BERM
rate: perennials-2 Qts/plant,woody shrubs to 4'-0"-1.5 gal/plant,trees and shrubs 4%0"to 10'-0"3.0 gal/plant and LOCATIONS
trees 10'and above-4.0 gal/plant. 501E MIX WEED
6.All trees shall have plant support stakes installed at the time of planting. Cherry shall have three support stakes 18"MIN. BLOCK
FABRIC
and the trees shall be staked according to detail.
7.Mugo Pine,Sumersweet,Cinquefoil(Potentilla),Hosta,Cherry and False Cypress are located in mulched beds. 9"COMPACTED TOPSOIL
All planting beds shall be free of weeds or grass prior to installation of mulch. If vegetation exists treat with TYPICAL EVERGREEN PLANTING
herbicide. Mulch to be installed to a depth of 3"after normal settling. Mulch shall be medium shredded Hemlock bark, N.T.S.
treated with Treelan or equal,prior to installation. All plantings not in beds or islands shall be circle mulched
according to the detail.
8.All plants shall have their locations staked and approved by Phalen&Allen prior to plant installation.
All plants shall be oriented for best appearance.
9.Plant species substitutions will not be allowed unless first approved by Phalen&Allen.
10.All plants shall be guaranteed for one growing season. Any plants that die during the guarantee shall be replaced
by the landscape contractor at no cost to the owner. of LANDSCAPING NOTES & DETAILS
11.All areas not identified with other surface treatments shall be lawn. The lawn area shall be seeded with Lofts �o�� � FOR WAREHOUSE DESIGN
Tri-Plex General or approved equal and straw mulched. The contractor shall be responsible for lawn maintenance. ZROAft
Maintenance shall commence at the time of planting and last until a good full catch of grass is established. E
`~ WAREHOUSE DESIGN "` `''
12.Allow Cinquefoil(Potentilla),Hosta and Sumersweet to grow together to form a natural looking plant moss. Allow Z J� $.P,E.C. REALTY TRUST(CHRIS 7a�7�¢7s�7
Mugo Pine to grow together to form solid ground cover. Dead head flowers on Hosta once the flowers have past. ADAMS TRUSTEE), 1691 OSGOOD
G/STERN �c�:
<`fS/ G `� STREET, NORTH ANDOVER, MA 01846 �o ,, °�97°
4NAL EN
DECEMBER 27, 2000 SHEET I3 97B J4�IP.4°
EROSION CONTROL. NOTES
EROSION/SEDIMENT CONTROL DEVICES 3.If excavation is interrupted by heavy rains,additional mulching or gravel work mate may be required on areas I
The following erosion/sedimentation control devices are planned for this site during the of exposed soils. Soils which may have become unsuitable for use due to exposure to heavy rains shall be a
construction period. These devices shall be installed as indicated on the plans. removed from the work area and dried or disposed of off site in a manner consistent with this plan. '
1.Silt Fence: Silt fence will be installed along the downgradient edges of disturbed areas
to trap runoff bome sediments until the site is stabilized. The General Contractor will be required to submit a schedule to the Owner for completion of the work which
2.Rip Rap: Rip rap shall be installed in areas where slopes are>2:1 and as shown on the satisfies the following criteria:
plans. Rip rap is intended to protect the soil surface from erosion forces of concentrated
runoff,slow the velocity of concentrated runoff while promoting infiltration,and to 1.The work shall be conducted in phase which will:
stabilize slopes. r
3.Loam,Seed&Mulch: All disturbed areas,which are not otherwise treated shall a)Revegetate disturbed areas as rapidly as possible,backslopes and fill slopes.
receive permanent seeding and mulch to stabilize the disturbed areas. The disturbed areas
will be revegetated within 5 days of final grading. Seeding requirements are provided at b)Incorporate planned drainage systems as early as possible into the construction phase.
the end of this report.
4.Construction Entrance: A stabilized construction entrance shall be installed,as shown c)If any site work is not scheduled to be completed by November 1 st and construction is planned between October 15
on the plans,to reduce the tracking of sediment onto public right-of-way. The placement and April 15 of any calendar year,then the General Contractor shall submit a schedule which will satisfy the
of the construction entrance shall be at the major points of construction ingress and egress. following criteria:
TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURES
The following are planned as temporary erosion/sedimentation control measures during i.Limit the amount of exposed area to work areas intended to be undertaken during the proceeding 30 days.
construction of the Development.
1.SILTATION fence shall be installed along the downgradient side of the parking areas and ii.During the construction process,before final grade is established,all disturbed areas shall be covered with
of all fill sections. The SILTATION fence will remain in place until the site is revegetated. mulch within 15 days.
2.Hay bales will be installed at key locations to supplement the silt fence.
3.Temporary stockpiles of stumps,grubbing,or common excavation will be protected iii.Incorporate planned drainage systems as early as possible.
as follows:
a)Soil stockpile side slopes shall not exceed 2:1 iv.Once final grade has been established,the contractor will temporarily seed the disturbed area prior to placement
b)Temporary stockpiles shall not be in areas with slopes over 10 percent,and shall be of mulch. The Contractor shall return in the spring of the following year to permanently seed areas which have not
located away from drainage swales. established a sufficient cover.
c)The stockpile shall be stabilized within 15 days by either temporarily seeding the
stockpile with a hydroseed tmethod containing an emulsified mulch tackifier or by covering The schedule will be subject to the approval of the Owner and his authorized representatives.
the stockpile with mulch.
d)If stockpiles must remain in place for more than 60 days,filter fabric shall be used in The Contractor must install any added measures which may be necessary to control erosion/sedimentation from
place of mulch or temporary vegetation. the site dependent upon the actual site and weather conditions.
e)Any stockpiled topsoil shall be surrounded by siltation fence.
4.A stabilized construction entrance will be installed at the project driveways. The construction The Contractor shall note that no areas shall remain denuded for a period of over 30 days before temporally
entrance shall consist of an approve 20 feet wide minimum by 50 feet long by 4 inch depth of crushed stone. stabilized. Temporary stabilization shall be the installation of gravel or mulching.
During construction,this entrance will be monitored and the crushed stone removed and replaced as it become
contaminated with mud/dirt/debris from the contractor's operations. PROVISIONS FOR MAINTENANCE OF THE EROSION/SEDIMENTATION CONTROL FEATURES
S.All denuded areas which have been rough graded and are not located within the building pad,or parking and
driveway subbase area shall receive mulch within 30 days of initial disturbance of soil or within 15 days after The project will be contracted by S.P.E.C.REALTY TRUST to a General Contractor. The Contractor will be required to
completing the rough grading operations. In the event that the Contractor completes final grading and installation of designate,by name,a person responsible for implementation of all erosion control measures. Specific
loam and seed within the time period presented above,installation of mulch and netting,where applicable,would not responsibilities will include:
be required.
6.If work is conducted between October 15 and April 15 all denuded areas are to be covered with hay mulch,applied at 1.Inspection of the project work site on a weekly basis,and after each rainfall(0.5 inches or more within any
twice the normal application rate,and anchored with fabric netting. The period between final grading and mulching consecutive 24 hour period)with the installation of added erosion control measures in areas which appear
shall be reduced to a 15 day maximum. vulnerable to erosion. The Contractor shall maintain written records of these inspections noting compliance with
7.OSGOOD Street shall be swept or washed to control mud and dust as necessary. the plan,any deviations and corrective measures necessary to comply with the erosion control requirements of
8.Temporary erosion control measures shall be removed one the site has been stabilized(95%established vegetation) this report.
or in areas where permanent erosion control measures have been installed.
PERMANENT EROSION CONTROL MEASURES 2.Inspection of all erosion control measures after any significant rainfall. Accumulated silt/sediment should be
The following permanent control measures have been designed as part of the Eros ion/Sedimentation Control Plan: removed from the barriers when the depth of sediment reached 6 inches. A significant rainfall shall be defined as
1.The storm water runoff from the building and paved areas will discharge into the ground. over 112 inch of precipitation in any consecutive 24 hour period.
2.All areas disturbed during construction,but not subject to other restoration(paving,rip rap,etc.),will be loamed,
limed,fertilized and seeded. Native topsoil shall be stockpiled and reused for final restoration when it is of COMPLIANCE
sufficient quality. 1.The erosion and sedimentation control plan will be made part of the bid documents. The Owner will insure
3.Earth sloped greater than 2:1 will receive rip rap. compliance by monitoring the site and withholding payment for items not completed.
TIMING AND SEQUENCE OF EROSION/SEDIMENTATION CONTROL MEASURES
The construction period will last approximately six months. The Contractor will be required to have the least possible
area exposed to the elements and will be required to maintain the erosion control elements on a regular maintenance
schedule. The sequence of events anticipated are:
Install perimeter silt fence and construction entrance.
Demolition of existing structures.
perform out/fill operations,install wall and bring site to sub-grade elevation.
Begin installation of underground utilities,and construction of the building
Complete fine grading of the paved area,install curb and place base pavement course to stabilize the site.
Complete construction of the building.
Begin installation of the landscaping.
Install surface pavement course and stripe paved area.
Finish the perimeter landscaping,topsoil all perimeter disturbed areas and install seed and mulch. EROSION CONTROLL NOTES �o
Remove silt from behind the silt fences and mix with topsoil for use in topsoiling operations. �H Of 4,_ �7i/� it &� toZ�ru
When vegetative cover is established on 95%of the site,remove the perimeter silt fence. o�� �9� FOR WAREHOUSE DESIGN
Note:All denuded areas not subject to final paving or rip rap will be revegetated. Various items in the sequence may
occur concurrently. E to
In addition to the measures list above,the following work will be performed as required: —+ WAREHOUSE DESIGNi�.
1.Remove accumulated sediment from ahead of any silt barriers(as necessary)and dispose off site. J S.P.E.C. REALTY TRUST(CHRIS
2.Dust and wind erosion shall be controlled throughout the life of the contract Dust control shall include,but is not Z ADAMS TRUSTEE), 1691 OSGOOD
limited to sprinkling of wateron exposed soils and haul roots. �'�Ff /STE R �'i� STREET NORTH ANDOVER MA 01846
�'ONAL
DECEMBER 27,2000 SHEET 15
194.19 N 280 31' W
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j 1.285 ACRES -.--` `' we -
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COMPpC��XCPVAT� BACKFILL AND COMPACT
N M BACK. EXCAVATED SOIL
OVER FAB 6"TRENC
S' SILTATION FENCE
N `'��;!4'2S ae�t�a� w 6 ' DEEP TRENCH
6"
' DEEP
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EROSION PLAN •� 99,.. o�� ' Icy FOR WAREHOUSE DESIGN 100 SCALE 1 = 50 err,� � WAREHOUSE DESIGN
817:p S.P.E.C. REALTY TRUST(CHRIS
O�ST�. i? i ADAMS TRUSTEE), 1691 OSGOOD
ONAL EH� STREET, NORTH ANDOVER, MA 01846 y o�9yo
DECEMBER 27, 2000 SHEET 16 97�7���050
GENERAL NOTES
1. THE WORK BEING DONE WITH THIS SET OF DRAWINGS IS FOR THE CONSTRUCTION OFOF SITE CONDITION
AND INCLUDES,WITHOUT LIMITING THE GENERALITY THEREOF ALL
LABOR, MATERIALS, EQUIPMENT AND ALL OF THE NECESSARY STATE AND LOCAL CONSTRUCTION AND
RELATED CONSTRUCTION PERMITS TO CONSTRUCT THIS WORK. THE CONTRACTOR BY BEGINNING THIS
WORK REPRESENTS THAT HE HAS THE NECESSARY EXPERTISE AND LOCAL AND STATE LICENSES TO WORK
WITHIN THE CITY/TOWN DESIGNEATED AND IS AWARE OF THESE REQUIREMENTS. FURTHER THE PERMITS
INCLUDE DIG SAFE(1-888-344-7233) PERMIT FOR UNDERGROUND UTILITY MARKINGS. STILL FURTHER THE
CONTRACTOR IS WARRANTING THAT HE IS FAMILIAR WITH ALL THE STATE AND LOCAL REGULATIONS
GOVERNING THIS WORK.
2. PIPE SPECIFICATIONS
SECTION OF WORK SIZE(IN) MATERIAL &ASTM DESIGN. MIN. SLOPE THIS CONTACT
PERFORATED DRAIN PIPE 4 PVC SCH 40 D1785 1/8"/FT YES
OR Cl
ALL SOLID DRAIN PIPE 4 PVC SCH 40 D1785 1/8"/FT YES
k NONE
AL PIPES SHALL BE PROPERLY LAID AND BACK FILLED.
3. NUMEROUS TYPES OF SOIL ARE REQUIRED FOR DIFFERENT ASPECTS OF THE WORK.
DETAILS OF THE ACCEPTABLE SOILS ARE GIVEN ON THE DRAWINGS HEREIN ATTACHED.
4. THE LOCAL REGULATIONS AS AMENDED TO DATE ARE HEREWITH MADE PART OF THIS WORK
ENGROSSED BY THESE PLANS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES THRU DIG SAFE AND LOCAL PLANS AND UNLESS OTHERWISE SHOWN, ALL NEW UTILITIES
SHALL BE UNDERGROUND.
6. CONTROL OF WORK SHALL BE RESPONSIBILITY OF CONTRACTOR WITH APPROVAL OF THE OWNER
AND CONTRACTOR.
7.WHERE REQUIRED THE CONTRACTOR SHALL FURNISH CONSTRUCTION LAYOUT OF ALL SEGMENTS
OF HIS WORK AND IT SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER OR LAND SURVEYOR.
8. ALL SAFETY MEASURES SHALL MEET WITH LOCAL CUSTOMS AND LAWS AS AMENDED TO DATE.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY DAMAGE DURING
CONSTRUCTION.ANY DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF OWNER.
10. CONSTRUCTION METHODS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
11. ANY REVISIONS SHALL BE APPROVED BY ENGINEER-PRIOR TO COMMENCING WORK.
12. ALL EXPOSED FINISH GRADE AND DISTURBED SURFACES NOT PAVED SHALL BE LOAMED & SEEDED
AND/OR MULCHED.
13. THE CONTRACTOR SHALL MAKE HIMSELF AWARE OF ALL INSPECTIONS REQUIRED BY THE LOCAL CODE
AND SHALL ABIDE BY THIS INSPECTION SCHEDULE.
�H Of GENERAL NOTES
FOR WAREHOUSE DESIGN
OAtAS tiN aFYa�.
14bN, � WAREHOUSE DESIGN ''
8l v' S.P.E.C. REALTY TRUST(CHRIS
ADAMS TRUSTEE) 1691 OSGOOD
ao 0/ST€R� tr at,�l�5° r
Fss�ONpL EH� STREET, NORTH ANDOVER, MA 01846
DECEMBER 27,2000 SHEET 17 97a7���t a
CRITICAL DISTANCE FOR SEE PLANS SECTIONS AA& BB SEE PLANS
MINIMUM SITE DISTANCE FOR A G' PERSON TO SEE TOP OF BUILDING 3 SEE PLANS
FROM LAWN OF LUCENT TECHNOLOGY SEE COMPUTATION BELOW SEE PLANS
SEE PLANS SEE PLANS
SEE PLANS � NO�00
NO VIEW OF BUILDINGS FROM EDGE OF PAVEMEN O�QQ• NOf�uGE
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—EXIIETING 3ROUND@
lilts I ROP D PROFILE a
FINI H G DE '' INIS GRA E
ROA PR FILE .••
use BUI DINC LINE SECTION
...... ••
ass
s.oa -40 a 04 sa Mo
~ SIGHT DISTANCE CROSS
SCALES H®R 1 ow = 40'
SIGHT SECTION A-A DEMONSTRATING NON-VISIBILITY OF BUILDINGS 2 THRU 6 WITH SIGHT SECTION B-B DEMONSTRATING NON-VISIBILITY OF BUILDINGS 2 THRU 6 WITH ��ytH
N V
BUILDING I AS THE CRITICAL CONTROL FOR SIGHT DISTANCE SEE SECTION BUILDING i AS THE CRITICAL CONTROL FOR SIGHT DISTANCE SEE SECTION �AW
AND EYESIGHT AT 00" AND EYESIGHT AT 6'0" ��F.
SECTION LOCUSOR ROOF OR AH (ft) LENGTH AL(ft) SLOPE CRITICAL SECTION LOCUS ROOF AH (ft) LENGTH AL SLOPE CRITICAL RML6, ti
BUILDING CRITICAL FROM PL SLOPE ELEVATION SLOPE
ELEVATION T
A SOTS 101 NA NA NA NA NA B ST D 99 NA NA NA NA NA D�F� €RHO REET
EDGE OF
PVMTGV PVMT BF
FROM P.L. FROM P.L.
A 1 1 132.5 31.5 86 NA NA NA B 7 117.5 0 1 80 NA NA NA SIGHT DISTANCE SECTION 1
A 2 128.5 4.0 147 61 NEGATIVE NA B 2 128.5 11.0 150 70 0.157 --- 0 + 00 -5+ 40 +1- &J4?A2_2&MreW
A 3 130.5 -2.0 213 127 NEGATIVE NA
B 3 130.5 13.0 212 132 0.098 FOR WAREHOUSE DESIGN
A 4 145.0 12.5 311 225 0.0556 0.0556
B 4 145.0 27.5 310 230 0.120 0.120 WAREHOUSE DESIGN `` `"''' am-,v
S.P.E.C. REALTY TRUST(CHRIS
lei(
7X.¢7"7
A 5 148.5 16,0 376 290 0.0551 ---- B 5 148.5 31.0 376 298 0.105 -- ADAMS TRUSTEE), 1691 OSGOOD
A 6 150.0 17.5 443 357 0.0490 --- B s 150.0 32.5 437 357 0.091 --- STREET, NORTH ANDOVER, MA 01846 'f�' �� t
SPaI�.,fit 9,1970
A MIN SIGHT DISTANCE(31.5-6)25.5/0.0556=459'FROM BUILDING(@LUCENT LAWN) B MIN SIGHT DISTANCE(117.5-99-6)/0.12=104'FROM BUILDING(@LWENTLAWN) MARCH 7, 2001 SHEET 16 97x_'77'o'y'"50
ELEV 1
ASPHALTSHINGLES
ELEV 127.6
FRONT AND'SIDE FASCIAS BRICKVEENEER. OR'CEDAR SHI OR CLAPBOARD
SIMMATED"NDO"TYP.
EM 126.0
6 STANDARD RESIDENTIAL
}NOQD DOORS'
!!'
mw E7.E1/1Q2.6
102A+A
FRONT ELEVATION
SCALE 3116" = V 0"
�8 or EROSION CONTROLL NOTES � �
FOR WAREHOUSE DESIGN
WAREHOUSE DESIGNla. °ra90
8a � S.P.E.C. REALTY TRUST(CHRIS
ADAMS TRUSTEE), 1691 OSGOOD
°IFS �ISTiIRK STREET NORTH ANDOVER MA 01846
AI ENG�
DECEMBER 27,2000 I SHEET 19 9j8�4�rr 0