HomeMy WebLinkAboutPlan Set - Part 2 - Forgetta - - 1210 Osgood Street (VOTES PERMIT PLAN-
NOT FOR CONSTRUCTION
1. THE PURPOSE OF THIS PLAN IS TO SHOW THE
PROPOSED SEWER PROFILE FOR PIPES AND STURCUTRES
FROM ESMH TO PROPOSED SMH-5 FOR MIXED USE SITE Proposed
2. PLEASE REFER TO THE EXISTING CONDITIONS PLANS,
PREPARED BY T77 ENVIRONMENTAL,INC FOR Mixed Use
ADDITIONAL PROPERTY BOUNDARY,EXIS77NG
TOPOGRAPHY and EXISTING UTIL177ES INFORMATION.
3. PLEASE REFER TO THE CONSTRUCTION DETAIL SHEETS Development
and NOTES FOR FURTHER WATER and SEWER-SPECIFIC
INFORMA TION.
Route 125(Osgood Street)
North Andover,Massachusetts
PREPARED FOR:
Princeton
Properties
RETAINING WALL
18 1115 Westford Street,4th Floor
80
Lowell,Massachusetts 01851
1 - HANCOCK
E 1STIN GRADE ASSOCIATES
ROUNDA OUT .
15PROPOSED - Civil Engineers
50
Land Surveyors
1
/ 81018 VC 810 PVC Wetland Scientists
C�120'
1 S=0 006 PVC
PROP SMH4 XS'a) =203 810 PVC
CP.P' STA77 "INV IN.147.50(DROP) _
IA(VW1 8"INV IN=144.70 7 315 ELM STREET,MARLBOROUGH,MA 01752
/yV/N=13�5' 8"INV 1N=144.60 VOICE(508)460-1111,FAX(508)460-1121
1 = FM 8`INV OUT=144.55 WWW.HAN000KASSOCIATES.COM
La470 i -
PRbP SMH1A - 40
R/M=150.5 R1M=156.5 Rl=156.0 RIM=154.5. DOG
-/ lNV lN=46:f0 8"lNV 1N=143 85 8"lNV 1N=1 .f0 INV 1N=141.65'
*(Inside D op) 8"ll4V OUT=f 80 NV OUT=43.05 INV OUT=140.60
_ INV 1N=141.05
B`lNV OU-144.15 INV OU=
��4(HOE7#�
1 Q2 JLSEPH 0. G
PEZNOLA y�
a GsVEL �j
" ioa.381 +
t �1M t
130
30
EXISTING PROPOSED � o n 6 ETC JP 1/15/18 NO CHANGES THIS SHEET
GRADE��a--GRADE " N
" M a � n h h r-1^ L h o ti Cd 5 ETC JP 12/21/17 NO CHANGES THIS SHEET
n n Ln roIn
+
4 ETC JP 9/20/17 LOWERED BLDGS
+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 3 DPR JP 1/9/17 SEWER PUMP REVISIONS
2 DPR JP 11/21/16 PEER REVIEW COMMENTS
1 DPR JP 10/20/16 VARIOUS
PROPOSED 8" GRAVITY SEWER MAIN NO.BY APP DATE ISSUE/REVISION DESCRIPTION
FROM ESMH TO PROPOSED SMH-5
DATE: 9 17 15 DRAWN BY:DPR MJF
SCALE: AS NOT CHECK BY: PNJ
APPROVED BY: JP
SEWER PROFILE
9770SP-Sewer&Water.dwg
DWG:
LAYOUT: SEWER
GRAPHIC SCALE: 1 INCH=20 FEET
0 10 20 40 80 SHEET:14 OF 30
PROJECT NO.: 19770
DESIGN CALCULATIONS FOR PUMP STATION PROPOSED INTENT
DAILY FLOW=(16 1-BEDROOMS)+(32 2-BEDROOMS)=80 BEDROOMS X 2 BUILDINGS=160 BEDROOMS
PUMP FLOW RATE=160 ROOMS X 110 GPD=17,600 GPD 1.THE PURPOSE OF THIS PLAN IS TO PROVIDE PERMIT LEVEL DESIGN DETAIL FOR THE SEWER COLLECTION
A PROVIDE 17,600 GALLONS SYSTEM.LOCATION,DETAILS,AND ARRANGEMENT OF TANKS EXTERIOR
EMERGENCY STORAGE MAY BE ELIMINATED IF ON SITE EMERGENCY GENERATOR PROPOSED.
17,600 GPD X(1 DAY/24 HOURS)X(1 HOUR/60 MIN)=12 GPM Proposed
-----------------------B--------7-------------- PEAK FACTOR=5(12 GPM X 5=60 GPM)
I II I
I I I DOSING FREQUENCE=24 PER DAY METERS FEET
I I I VOLUME PER DOSE=17,600 GPD/24=733 GALLONS 60',.-- THREE PHASE bnpeller Code Order Number HP Mixed Use
I WORKING RANGE=733/383=23" COMPOSITECURVES
I I I FORCE MAIN VOLUME=77 GALLONS 1S0 a Development
DESIGN DOSING VOLUME=733 GAL.+77 GAL.=810 GALLONS '.....
PUMP REQUIREMENTS T ,,,.160 E 2Ge_1J�o 6
1 1 10'-0"11'-0" PUMP FLOW RATE=810 GAL./12 MIN.=68 GPM
I �I_y I ASSUMED RUN TIME=12 MIN. T 140 g
A
I I I I 4
STATIC HEAD LOSS=ELEVATION-PUMP ELEVATION=145.15-130.75=14AD FT. L
l j TOTAL STATIC HEADLOSS=14.4 FT. p
124"COVER T Route 125(Osgood Street)
I I I FRICTIONAL HEAD LOSS=FORCEMAIN LOSS A 3 North Andover,Massachusetts
I I I MATERIAL COEFICIENT=C=150(PVC FORCEMAIN)
L________________________________JJ______-___-___J FORCE MAIN DIAMETER=D=2 IN. M
FORCEMAIN LENGTH-L-470 FT. C
PLAN VIEW EQUIVALENT LENGTH OF FITTINGS=59.6 FT.
8°INLET CORE NEW OUTLET (0-45'ELBOW,2-90'ELBOW,1-GATE VALVE,1-CHECK VALVE,1-T BRANCH FLOW) H 2 PREPARED FOR:
FOR 3"SDR35 DESIGN PIPE LENGTH=470 FT.+59.6 FT.=530 FT. -E
ELEV.138.48 L:i �-`r FRICTIONAL HEAD LOSS FORCE MAIN=L(3.55Q/CxD"2.63)^1.85=42.2 FT. D
Alarm I r tl 38.5 TOTAL DYNAMIC HEAD=STATIC+FRICTIONAL=14.4 FT.+43.2 FT.=57.6 FT. 58 FT. 401 Princeton
s 3 1'-O" i + I I �/ USE GOULDS PUMP 6 HP SUBMERSIBLE GRINDER PUMP 2GA-1J-ED WITH 2"DISCHARGE.EMERGENCY
F-P MANUAL VALVE BYPASS AT VALVE PIT. Properties
ALARM LAG ON ELEV.134.4
II 4 II
7'-0" i I I 8'-0" 9'-4"
7'-11" LIQUID I I 1� a o z0 a0 bo so 100 1z° 1a0 160 1eo U,s,GPM
LEVEL I F� 0 5 10 15 20 25 30 35 40 m�lb
I fl If I`y Yoff.� FLOW RATE
Y I L
i `__�_ A 1115 Westford Street,4th Floor
s.:.'...: s Block 8„ Lowe Ma
ssachusetts 01851
ELEV.131.0 SECTION+VIEW C t 20,000 GAL.PUMP CHAMBER RIM=1141.5
'EMERGENCY STORAGE BETWEEN PUMP \ 6"INV IN=138.5V.
1 j 4" OFF AND INVERT IS=18,500 GAL. �� O (SEE DETAIL) ` HANCO CK
r �3;' X0"" o_ ASSOCIATES
TYPICAL BOLT CONNECTION O
TYPICAL JOINT DETAIL GALLONS A B C \ T
(LENGTH)(LENGTH)(BAFFLE)WEIGHT T /
Cl) ►
� \ Civil Engineers
NOTES � S7 tS N ry
O
1.CONCRETE:5,000 PSI MINIMUM AFTER 28 DAYS. s O 10, Land Surveyors
6"INV OUT=138.7 'Pill,
\
2.DESIGN CONFORMS WITH 310 CMR 15.00,DEP L=11',S=0.02 -� O �'p,
TITLE 5 REGS,FOR SEPTIC TANKS.
Wetland Scientists
3.ALL REINFORCEMENT PER ASTM A-615
4.DESIGNED H-20 LOADING,2 TO 5 FEET COVER. 20,000 39'-8" 38'-4" 12'-10"1149,002 O ass OysmG �^
5.TEES AND BAFFLES SOLD SEPARATELY.
6.TONGUE AND GROOVE JOINT SEALED WITH BUTYL N 6\ss p
j ss /32\ yJ 315 ELM STREET,MARLBOROUGH,MA 01752
VOICE(508)460-1111,FAX(508)460-1121
RESIN AND BOLTED WITH 3 4 DIA BOLTS Soots\ ,►\ WWW.HAN000KASSOCIATES.COM
New Eng/ands R/,emie�Precaster TUNNEL TANK ►�
( ( ( ( ( (( ( ( ( ( s
�JSHEA
800 696 7432(SHEA)
CONCRETE PRODUCTS
www.sheaconcrete.com 13,000 GALLON AND UP S/
773 Salem Street 87 Haverhill Road 160 Old Turnpike Road Page: I9
P.O.Box 520 P.O.Box 807 Nottingham,NH 03290 � VALVE PIT ss ► a�JOSEPH 0.
Wilmington,MA 01887 Amesbu MA 01913 s5 RIM=147.3 �
9 bury tunneltank.dw 10j31 j2003 O \ \ PezNDLA yl
j INV IN=138.07 a CsYIL
Specifications subject to change without notice s5 INV OUT=138.07 ss A►
20,000 GAL. TUNNEL TANK ,,��•` �
( PROP MH12 \ F ®1 \
NOT TO SCALE
s5 RIM-149.64 S
i/ ( ( ( O 6"INV OUT(D.7
6"INV OUT(DROP)=14.1
�? O ,
ss % OOr �AND 5 ETC JP 1/15/18 NO CHANGES THIS SHEET
Ago e�
PROP 51AH9 2'0 F� SS _ O p2 4 ETC JP 12/21/17 NO CHANGES THIS SHEET
RIM=150.5 5�s-/
0 3 ETC JP 10/20/17 LOWERED BLDGS
/
6"INV OUT=1 5. - 2 DPR JP 1/9/17 SEWER PUMP REVISIONS 6"INV UT470 1 DPR JP 11/21/16 PEER REVIEW COMMENTS
0 5
�ti NO.BY APP DATE ISSUE/REVISION DESCRIPTION
5 V DATE: 10 10 16 DRAWN BYCECK : DPR
SCALE: AS NOTED JP
APPROVED BY, JP
iti�L S�R S• / _ -
0
PUMP
o _
STATION
(SHEET 1 OF 2)
Q<
Z�' << •�,� �`
DWG:
Q
s� 8 =7655=0.0 � ® s PS
LAYOUT:
Q� �S S SS A SHEET:15 OF 30
I 1
PROJECT NO.: 19770
GENERAL NOTES
Commercial Uses Only:(Gravity)
LAND USE 310 CMR 15.203 DESCRIPTION
1.ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN ACCORDANCE GOULDS
LOT NO.DIMENSIONS (BYBUILDING) 512E(SF) QESIGN FLOW(GPDj (UNITS) FLOW(GPQ)
WITH THE DRAWINGS A5 SHOWN. Proposed
D1 GA2GA R1 1 Bank w/Dave Thru 3,000 50 e per 2,000 sf 20D.a
2.CONCRETE THRUST BLOCKS,ANCHOR BLOCKS,OR APPROVED JOINT RESTRAINT METHODS SHALL BE \� ER TECHINOLOGY 2 Restaurant-200 seat 5,200 35 per seat 7,DOD.D
PROVIDED FOR FORCE MAINS AND PRESSURE SEWERS WHERE ANY BENDS,TEES,PLUGS,OR WYES ARE brand
3 1st-5tory Retail[Business 1O,6DO 50 per 1,000 sf 540.0 Mixed Use
INSTALLED.FOR THRUST BLOCK DETAILS AND MINIMUM BLOCK BEARING AREAS,SEE DETAILS. a xylem brand 3 2nd-story office 8,DOD 75 P per 1,000 sr' 6DD.O
4 Restaurants-75seats 2,30D 35 per seat 2,625.0 Development
3.SEWER TRENCHES MAY BE EXCAVATED WIDER THAN THE"LIMIT OF EXCAVATION AND PAYMENT FOR EARTH 4 1st-story retail 12,200 50 per 1,000 sf 61D.D
EXCAVATION"ABOVE THE"LINE OF NARROW TRENCH LIMIT".ANY SUCH ADDITIONAL EXCAVATION SHALL BE 4 2nd f oor retail 800 50 per 1,000 sf 40.0
AT THE CONTRACTORS EXPENSE AND SHALL NOT BE MEASURED FOR PAYMENT.
1 42,300 TOTALS: 11, 0
4.BELOW THE"LINE OF NARROW TRENCH LIMIT"THE TRENCH SHOULD NOT BE EXCAVATED BEYOND THE
TRENCH WIDTH"W".IF MATERIAL IS LOOSENED OR REMOVED BEYOND THE ABOVE MENTIONED LIMITS,THE GA & 2GA
CONTRACTOR WILL BE REQUIRED TO PROVIDE CRUSHED STONE FOR THE FILL WIDTH OF THE TRENCH AT NO
ADDITIONAL COST TO THE OWNER. 11/2"AND 2"DISCHARGE-SUBMERSIBLE GRINDER PUMPS COMMERCIAL USES, Route 125(Osgood Street)
5.SHEETING TO BE LEFT IN PLACE SHALL BE USED WHERE SHOWN ON THE DRAWINGS OR WHERE DIRECTED BY North Andover,Massachusetts
THE ENGINEER.1T SHALL BE LEFT 1N PLACE OR BELOW A PINE 12 INCHES ABOVE THE TOP OF THE PIPE UNLESS
OTHERWISE DIRECTED BY THE ENGINEER. DRAWING 1 DRAWING 2 DRAWING 3
6.OPENINGS FOR PIPE IN PRECAST IN MANHOLE BASES SHALL BE CAST IN THE REQUIRED LOCATIONS DURING PREPARED FOR:
MANHOLE MANUFACTURE.FIELD CUT OPENINGS WILL NOT BE PERMITTED UNLESS APPROVED BY THE �" )
ENGINEER. Y o\M -� I Y M 6Y
"Din: TA ro�A"�--� --s- Residential Uses Only:(Builicing A,B&C Gravity,Building D&E on proposed pump station) Princeton
7.FORM BRICK INVERTS IN MANHOLES WITH BRICK ON EDGE TO A DEPTH OF 0.8 INSIDE DIAMETER OF PIPE AND N IP - N LAND USE 310 CMR 15.203 DESCRIPTION
MIN.
FORM A 1 INCH SLOPED BENCH WITH BRICK FLAT.INVERT SHALL BE SLOPED UNIFORMLY BETWEEN INLET AND DIA. �I 1 LOT NO. lgy gUILQING} SIZE(SF) DESIGN FLOW IGPD} (UNITS} FLOW(GPQ] Properties
OUTLET PIPE AND SHALL BE FORMED AND FILLED AS REQUIRED TO DIRECT THE FLOW AS INDICATED AND TO p X $ A Leasing Center 4,DO0 75 per 1,G00 sf 300.0
PREVENT DEPOSITION OF SOLIDS. L t
a P L B 1-Bedroom(16 Units) 64,200 11D 110 per bdrrn 1,760.0
2-Bedroom(32 Units) 110 226 per dorm 7,040.0
8.IN PAVED AREAS THE TOP OF THE MANHOLE COVER SHALL BE SET FLUSH WITH THE PAVED SURFACE.IN g - -
OTHER AREAS THE TOP OF THE COVER SHALL EXTEND 6 INCHES ABOVE FINISHED GRADE,OR AS SHOWN ON A 1-Bedroom(15 Units) 11D 110 per bdrm 1,750.0
PowcRCABLE e 64,200
THE DRAWINGS,OR AS DIRECTED BY THE ENGINEERS. i` POWER CABLE 2-Bedroom(32 Units) 110 220 per dbrm 7,D40.D
ISCHARGESIZE �T 1-Bedroom(16 Units) 110 110 per bdrrn 1,760.D 1 1 1 5 Westford Street,4th Floor
9.PROTECTION OF WATER SUPPLIES-WHENEVER A SEWER MUST CROSS UNDER A WATER MAIN,THE SEWER - HIT + D 64,200
G H i 1 2-Bedroom(32 Units) 11D 220 per dbrm 7,040.D Lowell,Massachusetts 01851
SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE 1-Bedroom(16 Units} 11D 11O per bdrm 1,760.0
BOTTOM OF THE WATER MAIN.WHEN THE ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET THE DISCHARGE SIZE FG I E 64,200
NPT 2-Bedroom,32 Units} 11D 220 per dbrm 7,D40.0
ABOVE REQUIREMENT,THE WATER MAIN SHALL BE RELOCATED BY THE CONTRACTOR AS DIRECTED BY THE F 1 H j
ENGINEER TO PROVIDE THIS SEPARATION OR THE CONTRACTOR SHALL CONSTRUCT THE NEW SEWER OF CLASS + -G 2 .$ TOTALS: 35,500:0 T T�I�T�O�T'
150 PRESSURE PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE WATER MAIN.ONE FULL LENGTH OF KmR�" 1{�1 1\�li K
CLASS 150 PRESSURE PIPE SEWER SHOULD BE CENTERED ON THE WATER MAIN AS POSSIBLE.THE SEWER 6a "I
CONSTRUCTED OF THE PRESSURE PIPE MUST BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. r� E p L KrxxEAo RESIDENTIAL USES ASSOCIATES
i
10.ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED AT THE END OF EACH WORKING DAY BE s�
BACKFILLING OR COVERING WITH STEEL PLATES. 30 K KTHREAD
I �\
11.GREASE TRAPS WITHIN IO'OF BUILDINGS SHALL COMPLY WITH STATE PLUMBING CODE 248 CMR 10. C-- Civil Engineers
Sub Total: 47,1W.0
D IA
t/I(gallons) 3955 see belowLand SUYVey01S
Grand Total 51;055.0
~oA I/1 Fee$/Callon $3.2D Wetland Scientists
REGULATORY NOTES 1t1 Fee $163,376.00
1.CONTRACTOR SHALL CONTACT DIG-SAFE FOR UNDERGROUND UTILITY MARKING AT 1-888-344-7233 AT LEAST 72
HOURS PRIOR TO COMMENCEMENT OF ANY WORK. DIMENSIONS(All dimensions are in inches.Do not use for construction purposes.)
TOTAL FLOW 315 ELM STREET,MARLBOROUGH,MA 01752
Drawing Series
HP Pharr��' A B tCF G H J K L M N P Y 1m' VOICE(508)460-1111,FAX(508)460-1121
2.CONTRACTOR SHALL MAKE HIMSELF AWARE OF ALL CONSTRUCTION REQUIREMENTS,CONDITIONS,AND Number Sam Size Qbs) WWW.HAN000KASSOCIATES.COM
LIMITATIONS IMPOSED BY PERMITS AND APPROVALS ISSUED BY REGULATORY AUTHORITIES PRIOR TO
COMMENCEMENT OF ANY WORK.CONTRACTOR SHALL COORDINATE AND OBTAIN ALL CONSTRUCTION PERMITS q .5 4
REQUIRED BY REGULATORY AUTHORITIES. 7 III Estimate
3 1 Sewr Pipe length size Inch Diameter miles .Assumed Rate 1/1 Flour Pti2N0t`la�,
3.ALL WORK OUTSIDE OF BUILDING THAT IS LESS THAN 10 FEET FROM THE INSIDE FACE OF BUILDING ass 7c�
k*A
4 25D 8 D.3Q 2 JOSEPH
FOUNDATIONS SHALL CONFORM WITH THE UNIFORM STATE PLUMBING CODE OF MASSACHUSETTS,248 CMR 2.00. 2 7.5 9.0 7.0 20.5 23.75 16.5 5.5 5.5 5.5 17S 172 PEZNOLA �}
6 3 ISO & 0.23 a CiVlL
2GA 2° 7.94 1.5 M16
4.THE CONTRACTOR SHALL GIVE TWENTY-FOUR(24)HOUR NOTICE TO PERTINENT TOWN DEPARTMENTSWM FR ki 1 9G 8 0.14 Ho.381
BEFORE COMMENCING ANY WORK IN THE FIELD. 470 8 0.71 =` a
110 B 0.17
5.ALL WORK WITHIN LITTLETON ROAD(STATE HIGHWAY-ROUTE 110)SUBJECT TO A MASSACHUSETTS HIGHWAY 80 8 0.12
ACCESS PERMIT.PENDING FROM MASSACHUSETTS HIGHWAY DEPARTMENT. 130 8 0.20
GOULDS 2GA-1J--ED GRINDER PUMP DETAIL 41D s 0.62
50 9 0.08
NOT TO SCALE
2.64 150 3954.55
5 ETC JP 1/15/18 NO CHANGES THIS SHEET
18"MIN FINISH GRADE 4 ETC JP 12/21/17 NO CHANGES THIS SHEET
3 ETC JP 10/20/17 LOWERED BLDGS
2 DPR JP 1/9/17 SEWER PUMP REVISIONS
1 DPR JP 11/21/16 PEER REVIEW COMMENTS
AA
z Description of Operation
SH EA Q a TheAPS is a NEMA4X(outdoor&indoor rated)SINGLE PHASE SIMPLEX control panel that will operate a 120 or 230 VAC NO.I BY APP I DATE I ISSUE/REVISION DESCRIPTION
Opump for water or wastewater applications.This panel operates with(3)labeled float switches(Slop,Simi,Alarm).Use the Test
COMPACT switch to test the system alarm and use the silence switch to silence the alarm buzzer(the beacon will remain on).When the high DATE: 6 17 16 DRAWN BY:DPR MJF
1.: O liquid level is deared,the alarm will automatically reset.Disconnect the pump from the panel bylurning off the circuit breaker.
ORAVL SCALE: AS NOTED CHECK BY: PNJ
FILL Q -WARNING TAPE
1-0 APPROVED BY: JP
L1J Vic tins Internal Components Electrical Ratings
•1 Phase •15 or 20 Amp Q IEC Motor Contactor
4 _ .f 20r?30V •60 Hz.
- PVC FORCE MAIN � Qi Pump Circuit Breaker
5-0� 1 cV 1 s External Components Qe Alarm Circuit Breaker
6 6-G• O NEMA X Polkableyester
(D Pump Run Indicator PUMP
NENW 4X Polyester ro HOA Switch
Z O Moisture Tight Bonner Features and Benefits� STATION
Z _ Alarm Buzzer •Labeled Floats to match
- es terminal blocks
(D Lockable Latch Switches vAAlarmfAuseseset
o •Alarm Auto reset
(SHEET 2 OF 2)
. •ULlJsied
VAL VE P/T DETAIL _ e
NOT TO SCALE
FORCE MAIN TRENCH PUMP CONTROL DETAIL
TYPICAL CROSS SECTION NOT TO SCALE DWG: (1
LAYOUT: J
SHEET:16 OF 30
PROJECT NO.: 19770
NOTES DMH-68 _ CH NF(PLAIk1 f =
Rim=140.0 10"inv=136.8 15_-hdpe, D
1. THE PURPOSE OF THIS PLAN IS TO SHOW THE PROPOSED STORMWA TER STRUCTURES AND DMH-55 L-132'
PIPES FOR THE PRINCETON AT NORTH ANDOVER APARTMENT HOMES 12"in=135.2 ! S=0.029 DMH-52 NSP.
MAINTENANCE Rim=143.5
" out(IR)=134.6 / � �I - Rim-147.5 'PORT
2. PLEASE REFER TO THE EXISTING CONDITIONS PLANS,PREPARED BY l/ANASSE& 6 4 PORT / 15"in=139.8 D 12"hdpe,172
�in�14,3 /�,/ //////��/��
ASSOCIATES,FOR ADDITIONAL PROPERTY BOUNDARY,EXISTING TOPOGRAPHY AND 12 out= ISOLATOR NO 15"out=13 L=TO' ROOFDRAIN Proposed
EXISTING UTILITIES INFORMATION Sum 132.E° _ 9"in=144.8
P= (7 SC-740) 30 hdpe, S-0.02 - 8"out-145.0,L
3. PLEASE REFER TO THE CONSTRUC77ON DETAIL SHEETS AND NOTES FOR FURTHER %? TOP=137.5 L=32 p �4"aut(IR)=142.83 Mixed Use
STORMWA TER-SPECIFIC INFORMATION. CB-19 /1f 2"hdps, OT.135.0 ry S=0.o1 j jj j
Rim=139.8 ° / i L-8' - CB-21 Sump=140.8
NUMBER OF RA/NSTORE3 CHAMBERS PER SYSTEM 12"out=135.3 MH-67, S 0.0, Development
f s# 7 Rim=144.1' p
Rim=14-1".0 1NSP. --- 12"-out-140.6
Bottom Top Volume with / , /
System #Columns #Rows Total Elevation Elevation Isolator Row(c.f.) 12" In,135r+ PORT
1.1A 112 12 1,344 134.50 138.50 5,633 24"out(JR,)=134.6 DMH-5 50
Rim=143W _
1.16 86 12 1,032 135.00 139.00 3,591 12"_OLd 136.E %_' /: p = 30"hdpe, 12" 0.4_ DMH-73
1.2A 304 15 4,560 135.66 140.66 18,698 Surr)�13 2.6 DMH-23 Rp g 142 �1 L=44' Rim=149.1
1.26 344 14 4,816 136.00 140.66 18,625 / Rim 141.0 out=135 2 S=0.01 30°=m 138.7 12"=145.5 Route 125(Osgood Street)
1.3 332 7 2,324 142.00 144.33 9,990 , \/ 12"in=137.1 °"''f:L 11' �� `O D 0"out 136.9 Sump=143.5
� 15"hdp, �P„oh � North Andover,Massachusetts
1.4 146 16 2,336 137.00 142,33 9,183 _- /S 12"out=135.5 0.01 DMH-56 L-4
2.1 137 10 1,370 142.33 145.67 5,693 - �o 12"hd e, S 0.025 0--
/ C, �► p Rim=141.0
2.2A 461 11 S,071 144.00 147.66 17,622 - `J// 4SP��F1, L=69'�� 15"in=137.0 �0'
2.28 300 8 2,400 145.00 147.66 8,720 1�/ �7jo 0.01
2.2C 81 11 891 145.00 148.66 3,413 / tiJ inv out=135.0 15"out=135.6 ^e , DMH-27 PREPARED FOR
2.2D 168 14 2,352 144.00 148.66 8,435 // \ *Integrate W Wall ° rn�,12"hdpe, 12"in=14
2.3 145 14 2,030 146.00 150.66 9,330 / „// �� v-(8'X16'apron) _ Vo-L=4' 12"in-140.2 Princeton
2.4 200 6 1,200 154.00 156.00 4,168 ,_,2 / \ 15 hdpe, 15"hdpe, a fo' S 0.02 30"in=139.7-
2.5 64 7 448 146.50 148,83 1,557 //� L=0' n L=142' - o 30"out=139.2�-___ Properties
2.6 96 5 480 148.70 150.37 1,780 / \ S=.Ol //// S 0.018 CB-20
2.7 176 13 2,288 149.00 153.33 7,969 // \ ° /// Rlm_B-20
Grand Total 32,174 118,933 // ► // / �j - _ 12 OUt-140.3
18 - DMH-34
- --
Rim=140.8 � - - _ ^ - Rim=145.6 1115 Westford Street,4th Floor
/
12 12"in=141.9 Lowell,Massachusetts 01851
"out 137. -
// S -{- 12 hd T 30"in=140.8
GRAPHIC SCALE: 1 INCH=20 FEET _--- _ e-31'
- ��-9 5=0�13 30" t=140.7
GB ,2
0 10 20 40 80 // ,_, l��� _° r` , D CB-11
ou
HANCOCK
Rim 145.E Rim=145.7
/ ou 12"?out 142.`3 _15"out=141.9 ASSOCIATES
PERMIT PLAN- _--- �2 �
1 - -- ► �
NOT FOR CONSTRUCTION �. .�/ ,,, ,2.1 SLOPE
/
12°hdpe,
SEE DETAIL 30"hdpe_F =0.01
STABILIZATION / -- , 3g'
12 hdpe, -DMH-18 6 b} \\
/ -- p o S 0.01 (� Civil Engineers
-=
r
- -0.01 - Rim=146.3
/ P2_- DCB-8 _,12 In=W.8
a �3a _ _ Land Surveyors
_-_ = _ __ --- = \
-_- ►� Rlm 14 2
----------- - - --
_ 30 in 1416
-- f r3 -------- _ - _ _ MH__39(5'dia� _ v 12 hdpe -�- 12 ire=141.8
. 15 a =145 Rim=148.0 _ �•o` L=22' Wetland Scientists
/ - -- 12"in RD-14-3:0 S=0.01 =141:2
/ , ---- -- ♦�_�- 0
° 3(} ou
-'inv.=147.5 �50 o Ri 9
.-� --Pe 12"in=14. _ ^� Rim-14u`�
/ \\ I25,gUF -b"hd ---- _ MH.16 24"in=142.6
/ DISTURBANCE)L=45'S=0.03 -_ 15" Rim--149.4 12"hdpe out=142.3
-2 �No _- a pe_- 24"In 144.5 315 ELM STREET,MARLBOROUGH,MA 01752
, S=0.01 15"In-145.2 e 2 hdpe, L=106' VOICE(508)460-1111,FAX(508)460-1121
- 42.0 hdpe, D
► - 1_2' in 145_5 12 5=0,01 t=719' S=0.03 WWW.HAN000KASSOCIATES.COM
Al/[�ALL ,` � ,k _------ DCB 7 _- , ' s=o.o
/ ,-L -� --- y ° Rim 149.3 15" 4
e,�
(/ ►�_---- -- - z - 12"out-145.8 ° - 9 ti raS,�1 24"hdpe, 148 �cNor<s
i =.o2 2" h lezroA y
L-15'S- } S 0.009
i 7,_, - --- _ _-'L=65'S=0.41 Rim=147.5 _4'S=0.0 � csvlL
inv-c4rI44fi.fT-_--- - r „ =44.0
(8'x�'apron) aQ CB-10 / , Hs .
_ AINT.
�8"h /12'out-146.1,/////////// CB-2A
PORT h�,°�'o Rim=147.9 =14°Se / / // € ®`
o L =' / / m=148.7
12"out-144.9 28 Ri
DM'H-14
CB-5 0 DMH-15 D RJm=148.6 12"out=145.
D � / 12"out=145.,E
i --- ° L s! Rim=149.5 'So Rim=148.6 CB-35 t2"hdPe'0,01 12" in=144.8
_ -- Rim=150.1 h° L=39'S= 18" in=145.5 N
/ 12"out=146.1) 12" in=143.9 ^
DMH-8 24" out=144.8 / Q
12"out=46.6 � /,_ /
�- �♦ 24" in=143.2
_ Rim=150.9 _
12"in-145.8 24" out=143.1 Qo} / j 4 ETC JP 1/15/18 ADD SYSTEMS 2.6&2.7
i is 0 12"in--145.0 co I / DMH-7 - / 3 ETC JP 12/21/17 ADD ISOLATOR ROWS
Rim=150.0
15"out=144.9 � / / � � 2 ETC JP 10/20/17 LOWERED BLDGS
if 8 d e, 7'4 / 50 ' I
o 12"in=146.2 /f/// / U 1 DPR JP 11/21/16 PEER REVIEW COMMENTS
p11
( FF L=5'S=0.01 18"in=145.8 Q NO.BY APP DATE ISSUE/REVISION DESCRIPTION
09 B Q ////// 18"out=145.7
DATE: 10 20 16 DRAWN BY:DPR MJF
,c Oaf Drain / L ///////////////, SCALE: AS NOTED CHECK BY: PNJ
f _- 00��-�� o - DMH-80 8„hdpe � /
° 1 - L=85'S=0.01 1N / /�' °0t=148.0 / , APPROVED BY: JP
Rim=152.5
ti °��� 8"in=147.15 1 /
DMH-30
77
8"out=147.05 / 12"in=14
� / 12"in 147.8 sg
DMH-55 / L D 15"in=146.9 STORMWATER
I - Rim=150.0 D 18"out=146.6
- -- -- 12"in=145.9 / o 0 12„hd e PLAN
- 42 12"out=145.8 S,o CB-3A (1 of 4)
�'.� try J ii 7j,
DCB-3 ti Rim=152.5 _1/1
\ CB-4 Rim=151.2_' _ f wr 9770SP-a-f-12-18dwg
g 12"out=149.0
- 15 2 ---
---------- 'So = -- .
out-146.4 -- _ � _ �+
- ________--- -= ------------ ---- �7W
DWG•
- - - - -
LAYOUT
SHEET:17 OF 30
--- -- - PROJECT NO.: 19770
DCB-26 ISOLATOR Row inv= MA TCHL INE(PLAN 3 of 3) PERMIT PLAN-
^ Rim-148.9 � - DMH-77 ,` _-
(9 Sc 740) NOT OR CONSTRUCTION
DMH-74 EL 144.5 �5 Rim=155.9
D 15"out=145.1 Rim=151.7 _ = 2 h"
ISOLATOR ROW(13 12"in=148.2_ ---- 37 4 In=152.7
SC-74o)EL.142.83 -50 �'(TRH 18 Rim=151.8 Cg-22 18 1n=150.8 Proposed
Rim=148.6 //i///i/r //r/r/r/r/�/i/r/i/i/i/i/ 54
- 24"(IR)145.5 12"out=148.3 - iR00FDRAIN 12�out=149.0,L-13' / 12"out=1 18 out 15Q.7
/ (2)12 142.83 _ _-- 15"out=147.0 ISOLATOR ROW 4 SC 40 EL.145.5 / _ j 12"out=148.3 Use
/ Sum 14D.8•„ - Sum-142.5 ( ) /DMH-80 Rim=152.0 24" IR-146.5 Sum 144.5 CB-24 _ Mixed U Se
p- p D o DMH-62 / ( ) p % 18"hdpe, Rim=157.1-
/ Rim=152.6 " / ISOLATOR�9W,,7/,SC/,�/)�.j/4/�////////// 156 L=39' 12'out= 3.1 Development
DMH 62 /i/i/i/i \
Rim 149.0 INSP.PORT 24"in=14 S=0.01, "
12"in-146.1 ^ out =45. p - D 12"hdp
12"out=146 18"L=182'S=0.013 L=' DMH-21(5'I.D.) EXIS2.2Q] - T/lVG
24"hdpe,L=4'S=0.01 INSP.PORT 4"hdpe, S 0.02 R1m=157.2 BUI
12"'V=145.9 18"inv=146.5 h" MAINT L-4' ^ (2)12"in-153.0
� �_� -8'S=0.012 L=6'S=0.01 24"hdpe,L 10'S=0.01 PORT�p S-O.02 Cl Z 15' in=151.5
0 150 .4 inv=152.8 12"hdpe, T8"out-151. Route 125(Osgood Street)
p _-- } L=13' North Andover,Massachusetts
t 7 5=0.02
ISOLATOR ROW 13
INSP.PORT SC 310)EL.1 5. �y CB-2
Aso 150 MAINTENANCE 15 Rim 1 3 PREPARED FOR:
PORT 8°hdpe,
=54' 12"out=53.3
8 hdpe, DMH-24 8"hdpe,S 0.01
OFDRAIN L=16' Rim=152.5 R00FDRAIN ID-9 L-54' / Princeton
Rim 5=0.0 30"in-145.6 DMH-76 12"-out=151.0, 5=0.01 Properties
� 12"out=146.4,Rim=149.6 �o -- Rim_=155.1 STRAW WA TLE
o ID-10 u N 2 24"out=145.6 Rim=153.9 L_24'
L=31' 8"out=146.6 Rim=149.6 °°U o () -8"out=152.0 FENCE(TYP. p
CD 18"in=148.3 'S=0.02 i 15"hd e,
Z S=0.01 8"in=146.6 6 DMH-61 ID-2 P
Q n 18"out=148.2 L=168'
Rim=152 5 8"in=151.
8"in=146.1 "' 24"out IR=146.5 S=0.02
8'in 145-8 ( �- 8"in=151.9 \
U� j 8„hdpe 8"out-146.0 __ Sump 14-4.5 8"out=151.8
'� / 24'in 145.5 \
L=50` ID-1 DMH-41 {� c° \ 1115 Westford Street,4th Floor
S=0.01 Rim=149.6 3
8"IN-147.1 � ° � � o�it�1 5 Rim=153.9 -- ID�5 0- \ t Lowell,Massachusetts 01851
Q - Sump=1 6"in 148.5 1 Rim=154.9SB�
_� 8"out=147.0 � 18"is=146.2 )s 8"out=152.8 w \_ OS
"in=146.2 W \ HANCO CK
3 o t= .15 N \
n 1
-7 8"hd e,L=120' ASSOCIATES
Rim=149.7 - = p - \
8"out=147. - \
- 3 --- - DMH
j 1.� ---- L=36 Ri Civil Engineers
CB-41 out 147.4 CB-13 5=0.008 ---- "ou- 2.1 ()
Rim=150.2 _- _-- 6"Inv=155.0 MAINT. 12"in=15.8 2 m \\
12"hdpe, PORT 12"in=155.� X Land Surveyors
12"out3.3 P__ 15"out=155.1\
12"out=147. 0"inv-149. � 12"out=149. L-� 6"hdpe - �.
\ S=0.02 P
DMH�35 DMH-40(5'I.D.) L=162' DMH-10 12"hdpe, \ Wetland Scientists
Rim- Zr p Rim=153.3 S-0.04 ^y ^ �o Rim=160 6 6ti L 15'
12"hdpe, \
12"in=147.1 - -U 15"hdpe,- L=12'p 24"in=147.7 12"in=156.-0 S=0.02 \ C
12"in=147.1 L-103' S=0.017 12"in=149.6 12"out-155.9 p
S=0.0077 p
12" RD in=147.1 12"in=149.6 Rim 163.6 z\
( ) � a, � 315 ELM STREET,MARLBOROUGH,MA 01752
CB-40 12"In=148.0 j k ` VOICE(508)460-1111,FAX(508)460-1121
18"out=147.0 10"hdpe>=£ 3 Rim=153.3 6 12'out=160.1
Rim=150.2 AIN T. \ WWW.HAN000KASSOCIATES.COM
L=16' 12"out=149.8 10"in=149,3
12"out=147.2 PORT S=0.013 12°hdp L=22'S=0 01 12"hdpe,
30"out=14C�.� - -
12°hdpe L=32'5=0.01 h o S 002 9
CB-16 \ as aosePH°.sG\
g PEZNO A
ROOFDRAIN Rim=163.6 \ o CIVIL
1246'dp e 12"out-160.1= \ CIVIL 1
/ /= 12"out=155.0 - / _
/ROOFDRAIN s
out=149.5,L=32' / �54
CB-15
Rim 160.7
_ 15"oLrt=157.2
12"hdpe,"
j L 44' \
S=0.027 170 \
\
\\ 4 ETC JP 1/15/18 ADD SYSTEMS 2.6&2.7
3 ETC JP 12/21/17 ADD ISOLATOR ROWS
2 ETC JP 10/20/16 LOWERED BLDGS
} - / 1 DPR JP 11/21/16 PEER REVIEW COMMENTS
-
/ �°o s 16ry 1 NO.BY APP DATE ISSUE REVISION DESCRIPTION
/ 24"hdpe, i DATE: 10 20 16 DRAWN BY:DPR MJF
L=177' J fib,- SCALE: 1"=20'CHECK BY: PNJ
S-0.0088 n APPROVED BY: JP
P/ _ Bp = - 1 - 174 =/
DMH 13
_- Rim 156.1 --
15"in 149.7__5 ,S CB-1 _ STORMWATER
12"out9.1 - PLAN
-- 12"in=fi54.2 12"out=155.6 - -�� ----_--
_- 12"in=152.5
24"out=149.25 DMH
12°hdpe,�_
- Rim=154.4 p CB-1A _- / CB
15"out=150.9
'�. hdpe E=115'S=0.01 t2r5-�Pe, � R2' out6152.6 -
18770SP-swr-1-12-18.dwg
15" S=0.02 - \ / DWG:
LAYOUT: SW
G IC ScALE: 1 =20 FEET SHEET:18 OF 30
0 10 20 80
_---- _ - -- --- PROJECT NO.: 19770
GRAPHIC SCALE: 1 INCH=20 FEET °
0 10 20 40 so PERMIT PLAN- - - �� �_/ DMH 58' ►
=14 1
• Rim 3.
NOT FOR CONSTRUCTION
1 r
--------- _ 2-6 12"in= 9.2 o CB-30
15"out=13&.) Rim=143.0 \�Ioco_. Proposed
► - r - 12"out=139.5 ►GIs
--- -- 2 = jr' -` 12"hdpe _ Mixed Use
•, 2,2 _ -; L=24 Development
Rim= 0
2-1 t j, / �, STRAW=WATTLE 12"hdpe D s 12"out=1 .50
\ inv out=130.1 _ -_ F��oG� FENCE(TYP.)
?2 �� *Integrate w Wall - - po��� ��� i S O.OD9 , °
(8'x16'apron) 2-V I``_ �1 5,, h°°°� DMkt-64 00� i .
#Zim=145.7 Pip
3-3 15"hdpe,L=2 Route 125(Osgood Street)
'oo-
iaa ° North Andover,Massachusetts
S=0.02 15"in=137.9 �� _-_ - F
s` o
i' �v Np
a -�, a4 4` 15"out 137:8
36 --_�-- 15"hdL 4'S=0 05 s °° ' o FF
�� _® DMH-1 ► =36.D PRePAReD FOR:
3-s DMH-37 out 1- Wall a
\ nv ROOFDRAIN
- 3-4 Rim=141.0 ► RIm=145.3 *Inte9 0 12"out=145.8,
_ 4{e W Princeton
in=135.2 DMH-78-�_ - o.' �i L=20',5=0.08
VA
-5A ,.• 4 In-138.4 S'x16'apron �,
15"out=130.6 p �► Rim=144.0
' ►�
MAINTENANCE 24"(IR)-136.5 >5'jt-=
��_�►� /sA PORT Sump=134.5 136.20 o�� ^�, a DMH-63 DMH-33 Properties
► °. a A�� a ; DMH-57 Rim=147.9 Rim=147.9
inv out=130.0 P�O� A CO Rim=146.8 , 12"in=144.2 15"in=143.4
pMH-80
*Integrate w W Rim=142.9 �6. hdpe,L=17'S=0.0 10"in=144.5 12"out=143.3 12 out(IR) 142.5__
DMH-60 (8'xl6'apro / 24"(IR)-136.5 D 12"in-142.15 12 out=14S.5
Rim-141 24' v= D 15"out=141.9 DMH 72_----Sum 140.5
1�.3 24"(IR)=136 - 138.0 xk � 4"inv=138.5 - P= V 1115 Westford Street,4th Floor
\A 1 -132.3 a --_-= _ �� __ - _Rim-fi46.5 Lowell Massachusetts 01851
► - - 24"out=1 F� QfZT -
10"out=130.3 - � h � 12"=142.5 ID-3
Sump= 4.5 - \ ISOLATOR RQ- 15'hdpe_ �` INSP.PORT Rim=147.0
Qe, o S -7- L=35 12"hap,-' Sump=140.5
POP (7 SC S=4:01 15"hdpe, D L=35' MAINTEN NCE 8"out=143.7 Sys
pMH-65 L=47' _0.� PORT D HANCOCK
8"hdpe,
Co° DMH-66 ° RIm=146,1 5=0.01 p
p Rim=142.7 _-_-- Diu�l- 15' In=137.4 s�15'���TOR S=0.01 12 ASSOCIATES
° RIm=144.1 370 ROW
18"in=136.6 _ - �0 4"out(IR)=137.5 - 8
o _ - � off- 12"=137.5 £7 l42
(2)24 out(IR)_136.5 18"hd er 1 7 �o_- S 12
DMH-59 /-- ----- p `� 12 out=139.5 INV.=142.5
° 24"out(IR)=136.5 L-5' o�R 50'0�? Sump=135.5 Sum 135.5 CB-32 12"hdpe,L-30'S=0.007 15
140.0 0 -79- D `� ��» _ p  DMH-42 Civil Engineers
0 Sump=134.5 S=o.02 15 hdpe, Rim=145.8 s �
10"in 1 RIm=142 9 DMH-25 --- ``�L 3'_ RIm- MAINTENANCE 2"out
Rim=146.5 D
12"in=142.6 "hdpe, ° Land Surveyors
10"out=136.5 ��° 24"(1R) 13 ,� Rim 142.0 __ 5-0.01 DM- 15 in=144.6 P - /s L=3'
Sump=134 5 15"in 138.9 RI DMH-53 p D�1 12"out(IR)=142.5
o D 24"out(IR)=142 83-' sC,3 R R� S=0.03
o- 15"in 137.1 6 in=143.7 e Rim 149.0 /9 F W(g 12-ou-t�L3.3 12"hdpe, �' Wetland Scientists
5 - out 144.5 p° 6"in 146. �'/42 Sum 140.E 6a
DMH 36 18"out-136.7 D CB-27 -' L=180' ,5, P= - L=32' AP
1� 12 I- Sump=140.8 „
Rim-142.8 IN t5"hd e, Rim=14 S=0.008 out=T45.H-_ 5 0.009 CB-8
P /�_= out .6 tso
rae�' 30"in=136.6 PORT o L-35' 15"0 13
0 24"out IR=136.5 S=0.o1 12"out=144.0 °Q
315 ELM STREET,MARLBOROUGH,MA 01752
24"out(138.0 0� p 1� 12"hd e D D m-1 1 PORT VOICE(508)460-1111,FAX(508)460-1121
_ n� =1p___- = 10"hdpe,_L=74 S=0.022 DMH-71 WWW.HAN000KASSOCIATES.COM
Sum 134.5 01 AIRITE ANCE 15"hdpe, } 1ss Rim=147.5
P ° ° ' 0.01 15 -144.8 -1fl"inv=146.1
2-18"hdpe, L=5' INSP.
D o 5 � 15"ou-T44.7 DMH-73 ���� _12�-142.5
�5 �o S=0.02 PORT Rim=151.6
Inv e1.=136.0 5 \O - MAINTENANC 6"hdpe L=63 S=0.03
COL L=30 ��� MAINT. -25 12"inv=144.0 12"hdpe o 12"=144.5 ORT Sump 140.5
S 0.00 PORT L=30' Sump=14 INSP.POR
p o INSP. Rim=1 7.0 a �\
MAINTENANCE POR , 12"hdpe S=0.01 8 6"inv-148.3 a Civ1L
D N g PEZNO.A �:
O 1= �a-1-43
\ti�O PORT L=21' p e� �-_ DCB-26 =ISOLATOR Row' ido.3B1t
_ 1J
-� Rim=148.9 _ (9 SC-740)
DMH-74St,
10"inv=136.8 15"_hdpe, r D 15"out=145.1 EL.144.5• �s? - -
DMH-55 L-132' D Rim=151.7
DMH 52 1�FSP. ISOLATOR ROW 13 12"in 148.2_ --- CB-37
MAINTENANCE Rim=143.5 S=0.029 } ( -50 =7 - Rim=151.8
s/ Rim=147.5 PORT SC-740)EL.142.83 -2e(1R)=14-4.5
PORT 15"in=139.8 12"hdpe, (i j=148.6 /
ISOLATOR RO �2�/n'�1.4�3.3_!/-r /�������� �� - 24"(IR)=145.5 12"out=148.3 12 t 9 0�L//
15' out=13 L=YO ROOFDRAIN � 212"=142.83 -_ /ROOFDRAIN ou 14 -13'
15"out=147.0
�"in 144.8 - ISOLATOR ROW(4 SC 740)EL 145.5 /
(7 SC-74o) 30 hdpe; S=0.02 8"out-145.0,L 1Q' Sump--1-40.8$ Sump=142.5 p /DMH-80 Rim 152.0 24"(IR)=146.5 Sump
TOP=137.5- L 32` /4"out(IR)=142.83 DMH-62 /
OT 135.0 N S=fl.01 D /ot/a4fj//////%/��%///////// /-- DMH-62 Rim=152.6 j�OjATO��OWi�(7i�C,��i)�,%/4%�//////
CB-21 INSP.PORT 24"in=145.
L 7s 'Sump=140.8 Rim=149.0
a' RIm=144.1 12"in-146.1 out I -45. p 4 ETC JP 1/15/18 ADD SYSTEMS 2.6&2.7
/ 12"out=146. 18"L=182'S=0.013
1NSP.f�?/ 12-OUt=14D.6 _ 3 ETC JP 12/21/17 ADD ISOLATOR ROWS
PORT %1f l 24"hdpe,L=4'S=0.01 INSP.PORT 2 ETC JP 10/20/17 LOWERED BLDGS
DMH 5 5'� 12 'v=145.9 18"inv=146.5 , MAIN
., D Rim 1 7 -8'S=0.012 6'S=D.D1 24"hdpe,L 10 S=0.01 h POR 1 DPR JP 11/21/16 PEER REVIEW COMMENTS
D r 30"hdpe, 12' 0 4. DMH-73 D 150 NO.BY APP DATE SSUE/REVISION DESCRIPTION
142 `' ^�1 % L 44' Rim=149.1
30"in138.7 �-
out 135 2?t i �' ! S-0.01 _- 12"=145.5 D '' D D Ir - DATE: 10 20 16 DRAWN BY:DPR MJF
O' \� �' - D"out=136.9 7- SCALE: 1"-20'CHECK BY: PNJ
L 11 15"hdp, �P�h Sump=143.5 SOLATOR ROW 13
w APPROVED BY: JP
$0.01 DMH-56 L=4' OHO`o` INSP.PORT SC 310)EL.1 5. Q p
12"hdpe, Rim=141.0 S=0.025_ �O,oJO�� �s = 15a " MAINTENANCE
f 'I-O
L_0. 15"in=137.0 -- PORT
°01 DMH-27 8"hdpe, DMH-24 STORMWATER
15"out-, PLAN
Wall ° o Rim=143.9 OFDRAIN L=16' Rim=152.5 ROOF
rn j 12"hdpe, ID 8 5=0.0 30"in-145.6 DMH-76 12"=0
12"in 140.2 12"out=146.4,Rim=149.6 ID-10 C, Rim=153.9 L-24'
15 hdpe 15"hdpe, a'Q-5 0.02 30"in 139.7 L=31' 8"out=146.6 Rim=149.6 0C N o (2)24"out=145.6 -- _ �3 of 4)
L=°' p L 142 - 30"out=139.2 S=0.01 8"in=146.6 a a DMH-61
18"in 148.3 S=0.0
S-.01 S-0.018 ,° 18"out=148.2'
CB-20 8"in=146.1 Rim 152.5
24"out IR=146.5
/ � 8"in 145$- (
R'm=143.8 8„hdpe 8„- =\ . _ Sump=144.5 -swr-- -
_ tanosp t t2 is dwg
- --- 12'out=140.3 �� 24"in- 5
out 146
14 5
/ h6 -0 L 50` DI D1
L°-18 DMH-34 _ - a "�t(IR)=145.5 DMH-41
Rim=140.8 _- _ -- -- � -_ ___--- S=0.01 Rim=149.6 �II a �7o�it-1 5 Rim=153.9 - DWG:
�� - Rim=145.6 -` \�►/
I�k ,a ---- ---� _ 8"IN=147.1 '�, J a _-- LAYouT: VV 12"out 137. - - _-_ _- 12"in=141.9 " Sump=1 6"in 148,5
8 out=147.0 - 0 18"in-146.2 SHEET:19 OF 30
12 P_=31' 30"in=140.8 I� 30"in 146.2 = 7
-S 0 0 3 p 30"out=140.7 _- PROJECT NO.: 19770
_ _ FP10 -FP73 FP96
RM I LA - r`DMH=58: ° '� '►�tio�s"e FP91
O� OF
NOT FOR CONSTR CTION Rim=143.1 sT� � 1 FP72
- ---- -� 12"in=13'. I_- ► \��_J FP17
2-6 12"in=139.2 o C13 p
15"out=138.9 Rim 143.0 \�tio co.e� , -A► - Proposed
J: _-` 12"out=1�9.5 4►0/1" �
a ��T Mixed Use
------- 2 w 12"hdpe, �IJ
Development
L=24' ►
c ' Rim= 0 \ -
GRAPHIC SCAL: 1 INCH=a� F�ET `"t / o� STRAW.WATTLE % ! 12"hdpe,,. D 12"out=1 .5°
0 * 20 40 C� 80 �v / \\\
F�oo FEND_E(TYP.) o L-11' ►
DMkt=64
2 U1 2-s hO c°� �� / '�' Route 125(Osgood Street)
Rim=145.7 0 �\\
oo. North Andover,Massachusetts
g�
15"in=137.9 q
--�_ 2-4 ._ 15"out=137.8
-�- 15"ZbMH'
=4 S=0.05 ° Po PREPARED FORS
0 �� -37 inv out=136.Ow all / u / ` ROOFDRAIN 0-°-\ FN71
35.2 DMH\-7 ► Rim=145.3 *integna{e w i,' i o 12"out=145.8, °
8�_-
130.6 4'in=138,4 8 x16'apron) �.' ! f L=20',S=0.08 Princeton
� Rim=1440 � � - -
D MAINTENANCE 24(IR)=136.5 15'in-14. ► Q aQ _ �`"
ha �� o o h
PropertiesPORT 15 -136.20 DMH-3331 SumA=134.5 -
a DMH-57 Rim-147.9 Rim=147.9
p� �► `b Rim=146.8 12"in=144.2 15"in=143.4 /
L-17'S=0.01 10"in=144.5 °`� 12"out=143.3 12"out(IR)-142.5_- -- v�
p 12"in=142.15 12"out=4-43:5 pie 1115 Westford Street,4th Floor
138.0 v= % 44 inv=138.5 r 15"out=141.9 DMH 72 -- -Sump=140.5
� ___ _ __ _T�B.5 �o Lowell,Massachusetts 01851
�P4R7 --- 12"=142.5 ID-3 _ ^��.
ISOLATOR RO 15"hdpe,
12"hdp, INSP.PORT Sump=140.5 Rim=147.0 "
SP. (7 SC 7 S=4:01 15"hdpe, D L 35' MAINTEN NCE 8"out=143.7 SB48O� HANCOCK
PO 2B EL' DMH-65 L=47 0.01 PORT DMH-32 /�
_- ° Rim=146,1 S=o.01 p 8"hdpe, Rim=148.0 CO
OOF __--- D - 15"in=137.4 _ S��IgT�R S=0.01 12"in=143.6 ASSOCIATES
m-144.1 4»out_(IR)=137.5 310)BROW(1/
� � � 12"=137.5 8"in 143.E
--- 18"hdpe I / �O_-1� 12"out=139.5 1 142s
INV.=142.5 12"in=144.5
Sum 135.5 12"hdpe,L=30'S=0.007 Civil Engineers
D L=5' �50��,0 50� P= Sump=135.5 CB-32 -P'DMH-42 15"out=143.5 - }
Rim=145.8 F 1_� Land Surveyors
3-U
S=0.02 -- � 15'hdpe, - 9 Rim=146.5 D
L 3' fim= MAINTENANCE_ 2"out=142.8 D r
S-0.01 DM- - 15"in=144.6 P / 12"in=142.6 5"hdpe, /
ea Ri fl DMH-53 p SSOIATp 12"out(IR)=142.5 L=3' --- ---- /
D 24"out(IR) 142.83 Rim=149.0 c,3/O�R ROw 12"ou-t=43.3 S=0.03 � -___-- - Wetland Scientists
c in'=143.7 to out-144.5' h Pe, E( (6 L 12"hdpe, s --
D CB-27 12'i Sump=140.8 L-180' 6"in=146. 142.g,5ump=140.3- L=32'
15'hdpe,, Rim=14 S=0.008 "out=r45.�-- _ 5=0.009 CB-8
O L=35' 15 o 13.Q' D m S --1� 315 ELM STREET,MARLBOROUGH,MA 01752
_51 p 12"out=144.0 `4
ya 12"hdpe, p PORT (WWWHANCOCKASSOCIATES.COMO 1121
o 1" m=149.3 10'hdpe,-L-74'S=0.022 DMH-71
01 �� AINTE ANCE __1O-- 15"hdpe, f P 15z /
15 -144.8 If) inv=146.1 Rim=147.5
�� 00` PORT 0.01 L=5' INSP. - DMH-73 ----
O S=0.02 PORT 15 ou-144.7 Rim 151.6 -1g' 142.5
MAINTENANC 6 hdpe,L b-S=0.03 54
MAINT. 12"=144.5 Sum 140.5
-25 12"inv=144.0 12"hdpe, ORT P- �ticho�fi
p- INSP.POR o ��\ g
- INSP.PORT Rim_-=1 7.0 L=30' Sum-14 �s � 62�
POR 1S- a=143. 12"hdpe - S=0.01 6"inv=148.3 a CIVIL
g L=21' - DCB-26 p ISOLATOR ROW / - ido.3811
DMH 77 -
_ -;1,1< Rim=148.9 DMH-74 (9 SC-740)
15-hdpe, D 15"out=145.1 EL.144.5. ,? Rim 155.9 s
D - Rim 151.7 - -
T-132' -� 4"in-452.7 --
'S=0.029 DMH-52 INSP. ISOLATOR ROW(13 12"in-148.2- -- ��-37 set
} -50 L -- Rim=151.8 CB-22 »
Ram=147.5 PORT SC-740)EL.142.83 2�'(1R)=144.5 h 18 1n-150.8
" 12"hde -i /-r �ii������������22„„ Rim=148.6 24"IR=145.5 12"out=148.3 rriri/iri(�ririri it//i/iririri/ir 54 Rim=151.8 18 out 150.7 '
L rJ` ROOFDRAIN ; (2)12"-142.83 - 15"out=147.o ISOLATOR ROW(4 SC 40)EL.145.5 ;ROOFDRAIN 12'out=149.0,L=13' CB 24
�"in=144$ 12"out=148.3
S=0.02 8"out=145.0,L IG' Sump-140.8.-4 Sump=142.5 p /DMH-80 Rim=152.0 24"(IR)=146.5 Sump=144.5 /
�4"out(IR)=142.83 DMH-62 / / 18"hdpe, '' Rim=1571-
D S=0.02 / -- _ Rim=152.6 / ISOL TO W 7 C-4 146 t5s P,.
DMH-62 F.3 rr ri �r°r�r r��i)��rr/�rr rr rr rr rr L=39' 12 out 3.1
CB-21 - Sump=140.8 Rim=149.0 �� INSP.PORT-,,,, 24"in=1 S=0.01
ou -45. D 0 12"hdp 4 ETC JP 1/15/18 ADD SYSTEMS 2.6&2.7
12"out41" 12"o =14 18"L=182'S=0.013 L=' DMH-21 5'I.D.
12"--out-140.6 _ 12"out-146 � -- _ ( )
24"hdpe,L=4'S=0.01 INSP.PORT 4"hdpe, S 0.02 Rim=157.2 3 ETC JP 12/21/17 ADD ISOLATOR ROWS
DMH-5 5'4 12"'v=145.9 18"inv=146.52.2c o v
MAINT, L=4' �y \ (2)12»in
2 ETC JP 10/20/17 LOWERED BLDGS(NEW SHEET)
Ri I -8'S=0.012 _C S=0.01 24"hdpe,L 10'S=0.01 PORT~o S=0.02 D 15"in-151.5
12"I 0.4_- DMH-73 D 150 a NO.BY APR DATE ISSUE/REVISION DESCRIPTION
Rim=149.1 4 inv=152.8 12"hdpe, T8"out=151.
_ _ � �= L=13' DATE: 10 20 16 DRAWN BY:DPR MJF
30-t11 138.7 --' D D D S=13' SCALE: 1"=20'CHECK BY: PNJ
12"=145.5 S J'> f-# APPROVED BY: JP
- 0"out=136.9 Sump=143.5 ISOLATOR ROW 13 �
INSP.PORT SC 310)EL.IR5.1 44 It ,5 C13-2"
Aso » 150 '--MAINTENANCE - 1ss Rim 1 .3
� � � � 8"hdpe ,
=54
PORT 12»out=53.3 STORMWATER
DMH-27 8 hdpe, n DMH-24 8"hdpe,S 0.01
Rim=143.9 OFDRAIN L=16' ROOFDRAIN ID 9 L-54'
Rim=152.5 PLAN
ID 8 5=0.0 S=0.01
12"in=140.2 12"out=146.4,Rim=149.6 s o 30"in=145.6 DMH-76 12",out=151.0, L Rim=155.1 STRAW WA TLE
ID-10 Rim=153.9 L-24' (4 Of 4)
30"in 139.Z L=31' cc C/) o (2)24"out=145.6 8"out=152.0 FENCE TYP.
;' 8"out=146.6 Rim=149.6 - _ (
30"out=139.2 S=0.01 0 0 DMH-61 18"in=148.3 'S=0.02 ID-2 it 15"hdpe,
8"in=146.6 it 18"out=148.2 L=168'
Rim 152.5 Rim 154.9
CB-20 8"in=146.1 S=O.02
24"out IR=146.5
Rim=143.8 8"out-146.0 8"in 145,8 ( 8"in 151.9 N \ 1s»0SP-swr-t-12-1&dwg
8"
12'out 140.3 - " Sump 144.5 8"out=151.8
hdpe, s 7 24 it1=145.5
L-Sp`
�_ � ID-1 - a 1�"�put(IR)=145.5 DMH-41 � �13 �° W DWG:
DMH-34 _---- S=0.01 Rim=149.6 - zr m
- Rim=145.6 8"IN-147.1 ° L out-1 5 Rim=153.9 ID-5 LAYOUT: SW
o Sum 1 6"in=148.5 Rim=154.9 o o,
12"in=141.9 M- P 4�2
8"out=147.0 SHEET:20 0�30
30"in-140.8 18 In=146.2 8"out=152.8 �',
U 30 in=146.2 PROJECT NO.: 19770
Proposed
Mixed Use
Development
POST MOUNTED POST MOUNTED
VAN ACCESSIBLE PARKING"SIGN(TYP) ACCESSIBLE PARKING"SIGN(TYP)
Route 125(Osgood Street)
CURB CUT CURB cur North Andover,Massachusetts
PREPARED FOR
36"t
CONCRETE
PA I/EMENT
4000 PSI CEMENT Princeton
CONCRE7E[2J
0
+ + + +
1 1/2"TOP BINDER WIDTH VARIES
LINEIDDE PAINTING ED
WHITE SEE PLAN Properties
SLOPE
FLUSH
0 5" 1,57 MIN
6'TO END OF + + + 2 09'MAX
PARKING SPACE
3=" zz a 2X 0.25"X 12.75" PAVEMENT ° v
ANCHOR RODS e°ABASE[1J o
9'-0" 9"-0" 9'-0" 5'-0" 9'-0" ��?�� n i����' �''° 1115 Westford Street,4th Floor
VAN ACCESSIBLE SPACE ACCESS/BLE PARKING SPACE 2X .25"X 1275" �2 5 f /�'\�e e m °/\/ Lowell,Massachusetts 01851
ANCHOR RODS VERT/CAL _ 2 7/2"BINDER
NO TES,
HAVE A CAPACITY OF AT LEAST 5 BIKES. (5"x 16) e e SUBGRADE[1]
NOTES, "°��°
1.MAX/MUM SLOPE 2X IN ANY DIRECTION. 2. BIKE RACK MANUFACTURERS SHOP DRAWINGS SHALL BE HANCO CK
2.LOCATE SIGN Wl11IN 10 FT OF ACCESSIBLE SPACE. SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION NOTES.
J.PROWDE AN ACCESSIBLE CURB CUT AT EACH ACCESS AISLE BETWEEN ACCESSIBLE SPACES [1]COMPACT TO 957 PER ASTV D-1557
BIKE RACK [2]CONTROL JOINT EVERY 5 LF"EXPANSION JOINT EVERY 50 LF.
ACCESSEPARKING STALL DETAIL NOT TO SCALE SIDEWALK WITH V.G.C. ASSOCIATES
IM
CROSS SECTION
NOT TO SCALE NOT TO SCALE
Civil Engineers
Land Surveyors
Wetland Scientists
315 ELM STREET,MARLBOROUGH,MA 01752
VOICE(508)460-1111,FAX(508)460-1121
WWW.HAN COCKASSOCIATES.COM
1h 0 F 4'4
2 JOSEPH
PEZNOLA :
ROUND TOP a CIVIL
w/GROUT ido.3811
TROWEL
F/NISHS
6-0 CONCRETE- POST MOUNTED a .
FILLED GAL VAN/ZED LOADING ZONE'"SIGN(TYP) 1,i S e 0'
STEEL PIPE"
REFLECTIVE WHITE p PAINTED(COLOR { o REFLEC7VE WH17E
STRIPING o BY OWNER) 7 STRIPING PAINT
CC 0 ]ROWEL FINISH
112"TO 2"
3 FINISH SURFACE
3 ETC JP 1/15/18 NO CHANGES THIS SHEET
CONCRE7E BASE
2 ETC JP 12/21/17 NO CHANGES THIS SHEET
Q 1 DPR JP PEER REVIEW COMMENTS
1
NO.BY APP DATE ISSUE/REVISION DESCRIPTION
DATE: 10 10 16 DRAWN BY:DPR MJF
SCALE: AS NOTED CHECK BY: PNJ
6-0" r
APPROVED BY: JP
1-6
CROSSWALK BOLLARD LOADING ZONE PARKING DETAIL
�� P CROSS
NOT TO SCALE T yNOT TO SCALE SECTION NOT TO SCALE SITE
DETAILS
SHEET
s
DWG:19770SP-DT.dwg
DT
� PERMIT PLAN- LAYOUT:
SHEET:21 OF 30
a NOT FOR CONSTRUCTION PROJECT NO.: 19770
7/MBER RAIL
4000 PSI CEMENT—_1
2" OMBER RAIL 6"314
0"
A 3 1/z"
CONCRETE[2] 5'-0" �r �� � �1/2'
1 �
2 2- - �-°a 1 1/2(t)o.
FLUSH 15� STEEL RAIL (` 1-1/2"DEEP Proposed
STEEL RAIL PLATE WASHER STEEL SPLICE PLATE 7
V- (fix 3/8"x 9'
PA VEMENT S7FEL SPLICE I LA7E
m e�BASE[1J^e to mxlz"WOO POST —to") Hg70D POST Mixed Use
NOTES' 12" N ( RECESS 510 x
1. TIMBER RAILS AND POSTS CURB(TYP) PAVEMENT Development
6"GRAVEL M7.030 TYPE C SHALL BE PRESSURE TREATED. <, - "'a'saL
2. STEEL RAILS,SPLICE PLATES, _
VERTICAL 6':(6"W1.4xW1.4 WWF IN CENTER A CURB(TrP) to zf2'x7'0'
CURB m ° OF SLAB ON CHAIRS BOLTS,SCREWS,NUTS,AND
SUBGRADE[11 WASHERS SHALL BE POST CONNEC7701V DETAIL
GALVANIZED. ELEVATION SEC7TON A-A
ND.4 REBAR TO BE 77E0 INTO WIRE MESH 3. POST SPACING SHALL BE
24"0.C. 10'-0'ON CENTER. RAIL
4. NOMINAL BARRIER HEIGHT sx fo"x B'-11 1/2" FINISH 7'-p" TOP COURSE
6"MIN. N0,4 REBAR HOR/Z.CON77N000S TOP AND "
BOTTOM 4"PCC SIDEWALK WITH 5'%6"WIRE MESH SHALL BE 27" - GRADE
NOTES' (TYP') 6 L- 2' w 0 HaE3-0 3 BINDER
COURS Route 125(Osgood Street
[1]COMPACT TO 959 PER ASTM 0-1557 s7EEL RAIL (TYP) EXTRUDE North Andover Massachusetts
27 CONTROL JOINT EVERY 5 LF,EXPANSION JOINT EVERY 30 LF. 3/B e x 4'Lavc BITUMINOUS
L J 57EEL SPLICE PLA IE _-- --_ SCREW(TYP) 3" 6"I CONCRETE x
SIDEWALK WITH/NTEGRA TED CURB(/CC) 3/8 x1D 1/2" °°°°
CARRIAGE BOLL 6" 6" 5/8'x8'CARRIAGE BOLT BERM(7/2"-& o°
w/yEX NUT w/H£X NUT&WASHER 6" DENSE MIX e o
W WASHER (TYP) 1 112 o°o GRAVEL BASE ° PREPARED FOR=
CROSS SECTION WOOD POST RECESS 510 x 1-1/2"DEEP 1 1/2" 3/4'xl 1/8"BOLT SLOT(TYP) PER MHD oa o
/O xI2 x7'O" M3.11.03)
NOT TO SCALE POST CONNEC7701V DETAIL 57EEL SPLICE PLATE DETAIL COMPACTED °o l o
PLAN 9 10 6"WDE x 3/8"7NlCC x 3 0"LONG FILL \�\\�\�\\�/\\����\\%/�/�/�/X�0
Y \\ Princeton
L T 1 1/2 4/10 0 3/4 0 M//V.
HOLE(TYP) HOLE(TIP) Properties
J.
5 3 'rd CAPE COD BERM
3 1 1/2' 8 SPACES 0 10"LOG SCREW SPACING CROSS SECTION
6-8- 1'-7" NOT TO SCALE
14 0 18"EACH WAY STEEL RAIL DETAIL
14 n 4 ... d 6"WIDE x 3/8"THICK x 9'-10-LONG 1115 Westford.Street,4th Floor
U o 4000 PSl CONCRETE ° a _ (�STEEL BACKED WOOD GUARD RAIL
a' ° NOT TO SCALE Lowell,Massachusetts 01851
"a
4 °Q
° C
%R41VULAR BASE COMPACTED TO HANCOCK
9 ASTM REPAST � ASSOCIATES
CUNDISTURBED
EARTH OR PREPARED SUBGRADE
COMPACTED TO 957 PER AS TM D-1557 APPLY FULL COVERAGE
COURSE THICKNESS TACK COAT AT JOINT COMPACI7ON REQUIREMENT
CONCRETE DUMPSTER PAD 1 1/2"TOP Civil Engineers
"" "":..."�':. TEST PER AASHTO T166.SEE NOTE 1
TYPICAL CROSS SECTION 2 1/2"BINDER TEST PER AASHTO T766.SEE NOTE[1J
NOT TO SCALE o 00°e oa Land Surveyors
6"BASE ,'o ° 959 TEST PER ASTM D-1557
0
Wetland Scientists
6"SUBBASE o O°a"a o o OO°°o°OO`"° 959 TEST PER AS TV D-1557
0
SUITABLE SUBGRADE
\ \ 957,TEST PER ASTM D-1557
SIDEWALK
(TYP.BOTH SIDES) 24'-0"PAVEMENT W10TH
315 ELM STREET,MARLBOROUGH,MA 01752
2.7 BIT CONC NOTES' VOICE(508)460-1111,FAX(508)460-1121
1"SURFACE COURSE Z [1]COMPACT TO TEST AVERAGE OF 967 NO TEST LOWER THAN 949 WWW.HAN000KASSOCIATES.COM
1 1/2"BINDER COURSE
V CURB TYPE VARIES MAX/MUM AGGREGATE
ROADWAY PAVEMENT MATERIAL SPECIFICA77ON OR PARTICLE SIZE(IN.)
8"COMPACTED 4"BIT CONC. 4"LOAM&SEED MHD M3.11.03
cGT 3 GRAVEL 1 1/2"SURFACE COURSE 3 TOP-BITUMINOUS CONCRETE CLASS 1,TYPE 1-1 1/2 ti�NOr�
1 3"BINDER COURSE
5"VGC I MHD M311.03
1.5X J..00,9 J..007" 1.53 BINDER-BITUMINOUS CONCRETE CLASS/,TYPE/-1 1 PEZNOLA t
o CIVIL
/ COMPACTED GRAVEL 1
BASE-DENSE GRADED CRUSHED STONE MHD M2.01.7 1 1/2 .a �
3 1� 5'-0" 5'-0" 5'-0" 5'-O" 3 SUBGRADE
F 2'-0" 10, 12'-0" 2'-0"
4=0" 6'-0" SUBBASE-GRAVEL BORROW MHD M7.03 D TYPE C 2
GAS °° ELECTRICAL
DRAIN MIN
2'-0" 10'-0" 6'-0"
2.5'COVER BITUMINOUS CONCRETE PAVEMENT
I
WATER-MIN SEWER 6'-0"
TYPICAL CROSS SECTION
5'-0"COVER M/N.6'COVER
NOT TO SCALE
4 APPROX.LINE
OF EXCAVA77ON 4 ETC JP 1/15/18 NO CHANGES THIS SHEET
STREET CROSS SECT/ON 1 (PER OSHA)
NOT TO SCALE •'"`�"�' IMPERVOUS FILL 3 ETC JP 12/21/17 NO CHANGES THIS SHEET
CAP UNIT ''•"�w'1�•�� 12"DEEP GEOGRID
s:
"' REINFORCEMENT 2 ETC JP 10/20/17 LOWERED BLDGS
(TYP.)
h MODULAR 1 LDR JP 11/21/16 PEER REVIEW COMMENTS
CONCRETE RETAINED SOILFACING UNITS NO. APP DATE ISSUE/REVISION DESCRIPTION
CUT 2 lV Z DRAINAGE FILL e
Z ' 12"THICK M/N DATE: 10 10 16 DRAWN BY:DPR MJF
1 J SCALE: AS NOTED I CHECK BY: PNJ
o s APPROVED BY: JP
C,UT 4 h 50'-0" °p 4"DM.DRAIN PIPE
1 4"LOAM&SEED OUTLET AT ENO OF WALL
OR AT 40'CENTERS MAX I-
29 U Q SLOPE TO DRAIN(1/8%FT) _
Cy l 28'-0"
r",:^` GRANULAR REINFORCED SITE
FILL 4 1 22'—O" Q % ,',"�-°+°,';.��n BACKFILL COMPACTED
Q �I"�- �'%�°r r,„°,. 959 OF MAXIMUM
LANDSCAPE ,° =1•s _ STANDARD PROCTOR
VARIES 6'-0"MIN. AREA W GEOGR/D DENSITY DETAILS
_ IMPERVIOUS FILL SCHEDULE
GRASS PANEL SLOPE TO h I I h h N I I�N SLOPE TO
7 CCB D—RA ORS CCB - _—GRANULAR
MN. 1.5 6 LING PAD H(FT) L 6
L SHEET
FIT- 2 •� SGC UNDISTURBED
STAMPED SOIL
COLORED VGC BITUMINOUS 4.5 6
PA (CHAMFER) FINAL DESIGN BY OTHERS
� - ) CONCRETE
*GEOGRID SHALL HAVE A
18 MINIMUM L7DS=1,250 LB/FT. DWG:19770SP-DT.dwg
NO SIDEWALK ROUNDABOUT MODULAR BLOCK REINFORCED
d NOT TO SCALE CROSS SECTION LAYOUT:
PERMIT PLAN- NOT TO SCALE r� RETAIo!/NGA[!�ALL
SHEET:22 OF 30
a NOT FOR CONSTRUCTION PROJECT NO.: 19770
End view of pipe/fabric connection.Cut an X in the
fabric slightly larger than pipe,pull the fabric around Rainstore3 Unit Dimensions Top view illustrating the removal of either one Suitable box frame Outflow pipe Cap secured and lid(by others)
the pipe to create the"boot"and then secure with a Rainstore3 structure column fora 9"access or to top of riser
Concrete outer structure p
four columns for up to a 16"maintenance port �o
p �a a o Proposed
hose-clam 1 meter(ao") 9"-16"o.d.PVC riser °°� ; }'°p
Inlet/outlet pipe Inlet/outlet e extending from box °oa °°aoo Mixed Use
-- I----_ \ pipe Hose clamp used to secure frame to 10"from bottom
geotextile fabric"boot"to pipe. g.
I of Rainstore3 structure 8°
Development
I 9"o.d.PVC riser
o - - �o
I o °
I j e I Sections of Rainstore3 oa
o structure that must be
o removed to allow space
I o 1 meter(40") for PVC riser.Separate o
plastic connections with °�°ttt
Four Rainstore3 vertical columns removed utility knife or heavy shears. p�o
�7 Y Route 125(Osgood Street)
I I
allowing up to a 16"access riser. pP North Andover,Massachusetts
-It
I
I I L Submersible contractors
I ( R S 3 Maintenance Port pump with top outflow.
\
i p
ection and cleanout access PREPARED FOR:
��- --------------- ---' Geotextile fabric(8 oz/sq-yd-271 g/sq-meter Method for providing NOT TO SCALE p g Ins
"X"cut in the fabric Invisible 1597 Cole Blvd.,Suite 310
min.)formed into a"boot." Golden,Colorado 80401
0.1 meter4"
to allow pipe to enter. () 800-233-1510 FAX:800-233-1522 Princeton
Geotextile fabric 0.06 meter(2.6") 0.17 meter(6.6") Structures, Inc. www.!nvisiblestructures.com 02/02
0.1 meter End View Side View RS3maintenport.dwg Properties
Rainstore3 Inlets/Outlets With Fabric
NOT TO SCALE Connecting pipe to the Rainstore3 structure AMU 'L Lim 1115 Westford Street,4th Floor
1600 Jackson St.,Suite 310 Lowell,Massachusetts 01851
Golden,Colorado 80401 it 1.#.
800-233-1510 FAX 800-233-1522
www.invisiblestructures.com 08/04
RS3inletoutlet.dwg HANCO CK
Suitable structural backfill. 8 oz/sq-yd minimum Rainstore3 Unit Detail
(271 g/sq-meter)
C non-woven geotextile NOT To SCALE Single Rainstore3 injection molded unit geometry and dimensions ASSOCIATES
C filter fabric encasing Invisible 18W�ke�vd.,Suite
Rainstore3 structure. a Rainstore3 structure. c+ + Golden.Colorado 80401
-..._.. a�� Inc. eoo_zaa_,s,o r-os/oa
Geogrid(Tensar
oc0a 160 or �;a�
TriXequi 1) Civil Engineers
TriX
0
as Land Surveyors
Utility markers.Use metallic tape
at corners of install to mark the \ Wetland Scientists
Surfacing area for future utility detection. \\ 40"(1.0 m)geogrid(Tensar TriX
Backfill compacted to 95%modified \ 160 or equiv.)overlap.
proctor density.12"(0.3 m)minimum, \ Geogrid(Tensar TriX 160 or
36"(0.9 m)maximum depth. Geogrid(T nsar TriX 160 o \\ equiv.)exterior of fabric.
equiv.)e erior of fabric. \\ Geogrid(Tensar TriX 160 or
I equiv.)interior of fabric. 315 ELM STREET,MARLBOROUGH,MA 01752
p o a^�,a^00 p p° rk VOICE(508)460-1111,FAX(508)460-1121
R ° aka p{o° GQ° O{ CROg \ C GCo 8 oz/sq-yd minimum WWW.HAN000KASSOCIATES.COM
° geotextile
xtileg/sq meter)non-woven RAINSTORE3/NFIL TRATION SYSTEM ELEVATIONS
° 0 0� V�,� �a� pn C3 \ I geotextile filter fabric encasing
o .0
n� Rainstore3 structure.
0o a�c�c o coo Coo 0 0
a ° CHAMBER ���tichor
6„min. COVER E.S.H.G.W AREA
Catch basin or other suitable g PEZNO A
filtration system.(by others) O STORMTECH ISOLATOR ROW(SEE SYSTEM# TEST (S.F) a CIVIL I
R BOT EL. TOP EL. MIN. MAX. EX.GR ESHGW 2'OFFSET / tdo.3811
ca ! PLAN SHEET FOR CHAMBER SIZE) PIT
Non-corrosive hose clam used to fasten
p Ooc acb o(o l£.
liner to pipes to prevent O� _ _ U II 1.1A 134.5 138.5 140.1 141.E 134.0 132.0 134.0 T-21-1 1,500
backfill from entering structure.
0
Detention outflow pipe if necessary. 1.1 B 135.0 139.0 141.0 142.4 134.5 132.5 134.5 T-21-1 1,000
Sized for desired flow rate. ADS GEOSYNTHETICS 601 T
Location near inflow allows suspended ® ® NON-WOVEN GEOTEXTILE ALL 1.2A 136.0 140.66 141.9 143.3 136.0 133.7 135.7 SW-18 5,355
solids to exit before settling. AROUND CLEAN,CRUSHED,
g°°, a ANGULAR STONE IN A&B LAYERS
1.2B 135.7 141.0 142.7 144.1 136.0 134.0 136.0 SW-19 4,678 5 ETC JP 1/15/18 ADD SYSTEMS 2.6&2.7
Suitable structural backfill
compacted to 95%modified ccC 1.3 142.0 144.66 146.7 1479 142.0 140.0 142.0 T-31 1 3,933 4 ETC JP 12/21/17 ADD ISOLATOR ROWS
proctor density. CLEAN CRUSHED 3 ETC JP 10 20 17 LOWERED BLDGS
0251, 6"min. ANGULAR STONE //
1.4 137.0 142.33 143.9 145.4 137.0 134.7 136.7 SW-20 2,011 2 DPR JP 11/21/16 PEER REVIEW COMMENTS
All20"mini 143.0 139.8 141.8 SW-17 2,721 1 DPR JP 10/20/16 VARIOUS
6"min. 2.1 142.33 146.0 1479 149.2
TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN
° �/ GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS NO BY APP DATE ISSUE/REVISION DESCRIPTION
C Geogrid(Tensar TriX 160 or equiv.)
° ----- Geogrid(Tensar TriX 160 or equiv.) 5'(1.5 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 2.2A 144.0 147.66 149.0 151.4 144.0 142.0 144.0 T-33-1 4,700 DATE: 9 17 16 IDRAWN BY:DPR MJF
8 oz/sq-yd minimum Rainstore3 structure.
xcavation line. SCALE: AS NOTED CHECK BY: PNJ
(271 glsq-meter)
non-woven geotextile Rainstore3 System with Isolator Row 2.2B 145.0 147.66 149.0 151.7 145.0 143.0 145.0 SW-14 3,389 APPROVED BY: JP
filter fabric encasing Typical RS3 installation below paving for
Rainstore3 structure. stormwater retention or detention
1600 Jackson Street.,Suite
2.2C 145.0 148.66 151.7 152.1 145.0 143.0 145.0 SW-14 1,033
310
Golden,Colorado 80433 2.2D 144.0 148.66 151.4 151.7 144.0 142.0 144.0 T-33-1 3,422 RAINSTORE3
Golden,Col FAX:BOD-233-1522
w lrVslblestructures.com rev
12/zo 0 2.3 146.0 150.66 152.0 153.8 145.5 143.5 145.5 SW-15 4,333
AND STORMTECH
2.4 154.0 156.0 1573 159.0 154.2 151.9 153.9 SW-10 2,712 ISOLATOR ROW
2.5 146.5 148.83 150.13 152.0 1475 144.5 146.5 SW-2 711
2.6 148.7 150.37 151.7 153.4 149.0 146.7 148.7 SW-10 1,066
PERMIT PLAN- DWG:19770SP-DT.dwg NOT FOR CONSTRUCTION 2,7 149.0 153.33 154.6 156.6 149.0 147.0 149.0 T-35-B1 1,958 LAYOUT: D IT
SHEET:23 OF 30
PROJECT NO.: 19770