HomeMy WebLinkAboutSheets C1 and C3-C10 - Plans - 479 LACY STREET 4/22/2023 NO I Cooe 0 1 N N FL AN ASB
SITE REDEVELOPMENT group,design , LLC
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civil engineering
traffic engineering
PROJECT GENERAL NOTES
4"7q LACY0 STREET architecture .
I. EXISTING BOUNDARY LINE, TOPOGRAPHIC, AND SITE UTILITY INFORMATION IS BASED UPON SURVEY landscape design &construction
PERFORMED BY DONOHOE SURVEY, INC. NORTH
AN[7)0\/ER
' MA
EXISTING PAVEMENT ; 363 boston street, route 1
2. PRIOR TO THE START OF CONSTRUCTION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO topsfield, ma 01983
CONFIRM THAT ALL REQUIRED APPROVALS HAVE BEEN ISSUED AND THAT THE CONTRACTOR HAS I. PAVEMENT SHALL BE SAW GUT FOR ALL UTILITY TRENCHING WORK.
RECEIVED AND REVIEWED ALL APPROVALS/CONDITIONS FOR THE PROJECT ISSUED BY THE TOWN
OF NORTH ANDOVER.
3. PRIOR TO WORK, CONTRACTOR SHALL HAVE THE PROPOSED SITE LAID OUT VERTICALLY AND
PREPARED FOR APPLICANT: FINAL APPROVALS project title:
HORIZONTALLY BY A PROFESSIONAL LAND SURVEYOR. NINDRU5H FARM THERAPEUTIC
I. CONTRACTOR SHALL ALSO REFER TO AND REVIEW THE FOLLOWING ADDITIONAL PLANS AND
4. IN ACCORDANCE WITH CHAPTER 52 SECTION 40 INCLUDING AMENDMENTS, THE CONTRACTOR APPROVALS PRIOR TO CONSTRUCTION:
SHALL NOTIFY IN WRITING ALL UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR TO I.I. NORTH ANDOVER CONSERVATION COMMISSION - NOTICE OF INTENT AND ORDER OF (I P,
EXCAVATION WORK AND GALL DIG-SAFE AT 1-500-DIG-SAFE PRIOR TO COMMENCING W STREET
ORK. 4" q LACY CONDITIONS. -
5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY
1.2. NPDES GENERAL PERMIT IS NOT REQUIRED FOR THIS PROJECT - LESS THAN I ACRE OF LAND
AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVES. THE /�C sm
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
NORTH ANDOVER, MA O S4./ DISTURBAGE.COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGESWHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE ANDWindru-sh
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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(b. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, FREFARE� BY: PROPOSED WETLAND arm O INC,
ELEVATIONS, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY
THE CONTRACTOR AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE RESOURCE AREA IMPACTS
CONFLICT. Aob design group LLC prepared for:
RESOURCE AREA DISTURBED AREA WINDRUSH FARM THERAPEUTIC
-7. CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES AND REPORT ANY 363 boston street, route 1
DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCING WORK. 479 LACY STREET
a. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORING OF ALL EXCAVATIONS IN topsfield ma 01983 0' - 25' aq S.F. NORTH ANDOVER, MA 01845
ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING CODES AND REGULATIONS. phone 978.500.8419 25' - 50' 2,018 S.F.
q. CONTRACTOR SHALL SAW-GUT PAVEMENT WHERE PAVEMENT TO BE REMOVED ABUTS PAVEMENT
WHICH IS TO REMAIN AND WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT. M_ 50' - 100' 2,160 S.F.
10. CONTRACTOR SHALL MAINTAIN ALL NEW AND EXISTING UTILITIES IN GOOD WORKING ORDER AND parcel identification:
SHALL PROTECT THEM FROM DAMAGE AT ALL TIMES THROUGHOUT CONSTRUCTION UNTIL WORK IS map: 105A
COMPLETED AND ACCEPTED.
VERTICAL DATUM: block: N.A.
11. THE NPDES CONSTRUCTION GENERAL PERMIT IS NOT REQUIRED FOR THIS PROJECT \ DATUM BASE N.A.V.D. Igaa parcel: N.A.
AT THE COMPLETION OF CLEARING, GRUBBING
AND STUMP REMOVAL AND PRIOR TO DRIVEWAY lot: 35
12. AN APPROVED SITE AS-BUILT PLAN SHALL BE SUBMITTED TO THE ENGINEERING DIVISION OR CONSTRUCTION, THE SURVEYOR WILL SET
CONSERVATION COMMISSION AT THE COMPLETION OF THE PROJECT. BENCHMARKS ALONG THE PROPOSED DRIVEWAY
FOR ROADWAY AND UTILITY CONSTRUCTION.
revisions
DIG SAFE NOTES CURRENT OWNERS: no. date description
51 TC 4WINDRUSH FARM THERAPEUTICS
7q LACY STREET O 4/22/25 155UED FOR REVIEW
I E '
I. IN ACCORDANCE WITH CHAPTER 52 SECTION 40 INCLUDING AMENDMENTS, THE NORTH ANDOVER, MA O1a45
CONTRACTOR SHALL NOTIFY IN WRITING ALL UTILITY COMPANIES AND
GOVERNMENT AGENCIES PRIOR TO EXCAVATION WORK AND GALL DIG-SAFE AT
1-500-DIG-SAFE PRIOR TO COMMENCING WORK.
2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVES. THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK,
AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
3. WHERE AN EXISTING UTILITY 15 FOUND TO CONFLICT WITH THE PROPOSED WORK, plan submission
THE LOCATION, ELEVATIONS, AND SIZE OF THE UTILITY SHALL BE ACCURATELY �
DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION NOTICE of INTENT
FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT.
SITE REDEVELOPMENT
4. CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES AND
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCING WORK.
BEFORE CONSTRUCTION GALL (72 HOURS IN ADVANCE): date: 4.22.2023
• "DIG SAFE" AT I-888-D16 SAFE -� �� scale: AS NOTED
• I-888-344-'1233
job no: 2022-26
DEP no: T.B.D.
LOCATION PLAN
GENERAL UTILITY NOTES SCALE: I" = 500'
SOURCE: MA55MAPPER Thad D Barry
I. PRIOR TO CONSTRUCTION AND THE PURCHASE OF ANY DRAINAGE No,41258
PIPE, SEWER PIPE, FITTINGS, AND MANHOLES, THE CONTRACTOR CIVIL
SHALL FIELD VERIFY ALL OFF-SITE UTILITY CR0551N . THE G' '
CONTRACTOR SHALL CONDUCT TEST PITS AND/OR VACUUM CONSUL TANT5
EXCAVATION TO CONFIRM VERTICAL AND HORIZONTAL LOCATIONS INDEX OF 5H E E T5 Ate
FOR ALL UTILITY CRO551NGS. REPORT AND DISCREPANCIES TO THE ENGINEER. DESIGN TEAM: 7 -
GI SHEET I OF 10 COVER SHEET: INDEX 4 NOTES ARCHITECT:
UTILITY ASSUMPTIONS C2 SHEET 2 OF 10 EXISTING CONDITIONS, TOPOGRAPHIC, 8 PROPERTY LINE PLAN BENJAMIN NUTTER
THE FOLLOWING ASSUMPTIONS WERE MADE 5Y THE DE51ONF-R ARCHITECT, LLC,
CONCERNING THE VERTICAL LOCATION OF OFF-51TE EXISTING UTILITIE5: ([7)ONOHOE SURVEY IN ) TOP5FIELD MA OIga3 drawing name
q'7a.5a'7.g9536
I. E W E OWLTHE E(TRUNK
IST CLINRF ACHED TO TOP
OF PIPE,
ASSUMED To 05 SHEET 5 OF 10 EXISTING SITE CONDITIONS 8 SOILS PLAN
CIVIL ENGINEER:
2. ALL ELECTRICL PIPE5/5ERVICE5 WERE ASSUMED TO BE 2. ' 5ELOW G4 SHEET 4 OF 10 PHASE I - 51TE 4 ER05ION CONTROL PLAN ASB DESIGN GROUP, LLC GO��R SHEET:
THE EXISTING SURFACE TO TOP OF PIPE.
05 SHEET 5 OF 10 PHASE I - B TOPSFIELDD MA OIga3 MP DETAILS 363 STREET INDEX $ NOTES
IELD
q-7a.500.a41q
C& SHEET 6 OF 10 PHASE 2 - 51TE PLAN
01 SHEET -1 OF 10 DRAINAGE PLAN 8 PROFILE - PHASE I SURVEYOR:
DONOHOE SURVEY, ING, drawing number
CS SHEET 6 OF 10 DRIVEWAY PLAN 4 PROFILE - PHASE II 363 BOSTON STREET
TOPSFIELD MA 0I0153
Cq SHEET q OF 10 51TE 8 DRAINAGE DETAILS gla.aalbib1
010 SHEET 10 OF 10 BMP AND ER05ION CONTROL DETAILS WETLANDS
RIMMER ENVIRONMENTAL
CON5ULTING, LLC,
5-7 BOSTON ROAD
NEWBURY MA OIg50
01-75.463.01226
sheet 1 Of 10
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ASSESSORS: MAP 1 05.A LOT 35 LEGEND & SYMBOLS 3
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NOTE: 0 10 20 40 60 80
UNDERGROUND UTILITIES ARE SHOWN AS MARKED FEET SCALE: 1 20 APRIL 18, 2023
OUT BY OTHERS AT THE TIME OF THIS SURVEY. AN SCALE:INVESTIGATION OF UNDERGROUND UTILITIES HAS METERS DONOHOE SURVEY, INC.
NOT BEEN CONDUCTED BY DONOHOE SURVEY, INC. WELL �16
36"OAK 0 5 10 20
363 BOSTON ST. TOPSFIELD, MA
SHEET C2 (978) 887-6161 PROJ. 2436
NRGS SOILS \ {
MAP UNIT SYMBOL MAP UNIT NAME HYDROLOGIC SOIL GROUP NOTES;
I WATER N.A.
SEE SHEET G-7 FOR SOIL LOGS. OUTDOOR
52A FREETOWN MUCK, B/D RIDING RING
O TO I PERCENT SLOPES
2555 HINCKLEY LOAMY SAND, A as design group, LLC
3 TO 8 PERCENT SLOPES
4215 CANTON FINE SANDY LOAM, B '= CI 'll engineering
O TO 8 PERCENT SLOPES, VERY STONY `, tfle engineering
421C CANTON FINE SANDY LOAM, B
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8 TO 15 PERCENT SLOPES, VERY STONY ` landscape design construction
-7IIG CHARLTON-ROCK OUTCROP HOLLIS A -
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41258
= RIM = 130.5± (MATCH EXISTING GRADE) tl
INV. IN = 126.g0 (FROM MG5#3)
INV. IN - 128.40 (FROM NDS GB#4)
' INV. OUT = 126.010 (TO MDMH#5)
12" ADS N12 PIPE
rri L=110' 5=-7.ggb
�� DRAINAGE TABLE
t AK
CONSTRUCTION
NDS GB#I MDMH#I MDMH#5
VEHICLE ENTRANCE RIM = 13151.55 RIM = 141.50 RIM = 121.3± (MATCH EXISTING GRADE) drawing name
' INV. OUT = 1301.00 (TO NDS G15#2) INV. IN = 157,42 (FROM NDS G15#3) INV. IN = 115.20 (FROM MGB#4)
1 6" ADS N12 PIPE INV. IN = 13g.00 (FROM DOWN5POUT#2) INV. OUT = 115.20 (TO BMP#I)
L=50' 5=1.046 INV. IN = 13-7.a14 (FROM MGB#1) 12" ADS N12 PIPE
INV. OUT = 15-7.42 (TO MDMH#2) L=101' 5=5.4%
TREET PROPOSED WETLAND ND5 GB#2 12 TRENCH DRAIN
_' ADS N12 PIPE �����
LACY S RIM = 13g.55 (6" RISER) L=7cl' 5=2.090
RESOURCE AREA IMPACTS INV. IN = 135.50 (FROM NDS 05#1) RIM= = 1
SITE EROSION
OUT
INV. OUT = 135.50 (TO NDS GB#3) MD PIPE
MH#2 INV. OUT = (f ONTfROL FLAN
RE50URCE AREA D15TURBED AREA 6" PPVG PIPE RIM = 135.5± (MATCH EXISTING GRADE) 6" ADS N12 PIPE
L=51' 5=0.5% INV. IN = 135.50 (FROM MDMH#I) L=25' S=4.5°.6
O' - 25' Sg S.F. NDS G15#3 INV. IN = 136.30 (FROM DOWNSPOUT#3) MGB#I
drawing number
INV. OUT = 135.50 (TO MDMH#3) RIM=141.25
RIM = 1301.55 (12" RISER) 12" AD5 N12 PIPE INV. IN = 138.'75 (FROM TRENCH DRAIN)
25' - 50' 2,015 5.F. INV. IN = 135.10 (FROM NDS GB#2) L=46 5=11.7% INV. OUT = 135.25 (TO MDMH#I)
INV. OUT = 155.10 (TO MDMH#I)
6" ADS N12 PIPE MDMH#3 12" ADS N12 PIPE
x I ASB
50' - 100' 2,160 S.F. L=65' 5=1.Ogo ± L=31' S=1.030
RIM = 133.4_ (MATCH EXISTING GRADE)
131. INV. IN = 150.20 (FROM MG5#2) MGB#2
NDS 51. INV. IN = 150.42 (FROM MDMH#2) RIM=133.20
RIM = 00 SCALE BAR SCALE: I'=20' INV. OUT = 130.15 (TO MDMH#4) INV. IN = 130.g0 (FROM DOWNSPOUT#4) INV. OUT = 150.40 (TO MDMH#3)
0 20, 40' 60' 6" ADS N12 PIPE INV. OUT = 12g.00 (TO MDMH#4) 12" ADS N12 PIPE
12" ADS N12 PIPE L=-7' 5=2.q%
L=1g' 5=61.2% L=35' 5=6.0%
sheet 4 of 10
SPOT 67RADE5
FIRE'POND & E .5
_£ _ \ ;{ FINISH ADE SPOT ELEVATION SEDIMENTATION
\ DE51' N POINT'AI FORBAY
. _
VEGETATED C
\ \VELOCITY ; ` design group, LLC
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civil engineering
_ traffic engineering
u� V I EROSION..,. �\ \ rchiteclu e
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363 boston street, route 1
a topsfield, ma 01983
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INV.=11215 40 'f �_
INFILTRATION AT BMP#I / B HE�°�BVtALLOF
SURFACE ELEV.=112
Wi ' drush
................... BMP I INLET DETAIL I INC
n
BMPI FORBAY SCALE I"=4' E _•
FORBAY #1 prepared for:
INV.=112.71 -- CONTRIBUTING IMPERIOUS AREA (PAVEMENT/ BUILDINGS PHASE I AND 11) = 13,0q'I WINDRUSH FARM THERAPEUTIC
AT BMP#t �L S.F. 479 LACY STREET
FORBAY VOLUME REQUIRED = 13,0q-7 5.F.X.I"/12" = 110± G.F. REQUIRED NORTH ANDOVER, MA 01845
TEST PIT #8 3
VOLUME PROVIDED:
\_ AREA I761 (113) + 7q (112) = 258 S.F. = 2 = 12q.0 S.F. X I =12q.0± G.F.
` parcel identification:
BMP I DETAIL
STA. 402 SCALE: 1"=10' a VEGETATED map: 105A
VELOCITY
EXISTING EL.= 114
REDUCER j
DEEP HOLE (T,P,#B) � � block: N.A.
.1
0"-12"F1LL - LOAM = INFILTRATION CALCULATIONS - 5MP11h BMP#IA ` parcel: N.A.
GI 12"-102 SECONDARY OUTLET:
COARSE SAND NRGS INFILTRATION WEIR OVERFLOW 'y � \ lot: 35
2.5Y v4 TEXTURE GLASS HYDROLOGIC. RATE
ELEV.=114.0 �
GAVE IN AT 62 SOIL GROUP (H5W (IWHES/HOUR) LENGTH=8.0"
BREADTH=6.0'
102" SAND A 8.27
LOAMY SAND A 2.41 revisions
61
ELEV.=10q.5 no, date description
SANDY LOAM B 1.02 � � '
114.0 t ,
LOAM B 0.52 "
SEASONAL HIGH WATER TABLE (S.H.W.T.) 111.7 � '� 12 EROSION 0 4/22/23 I55UEM FOR REVIEW
EL.=106,2' SILT LOAM G 0.21 �
CONTROL
SANDY CLAY LOAM G 0.11
/
CLAY LOAM D NOT RECOMMENDED "
REFUSAL - SILTY CLAY LOAM D NOT RECOMMENDED _
6.0
ESTIMATED HIGH WATER 62" '1.5YR 5/6 SANDY CLAY D NOT RECOMMENDED y �
WATER NEEPINO ® '72" SILTY CLAY D NOT RECOMMENDED
STANDING WATER - CLAY D NOT RECOMMENDED
INFILTRATION SYSTEM = (10.5' x 33.59 352 SOFT.
INFILTRATION SYSTEM FOR ROOF 5TORMWATER ("5TATIC" METHODS
- INFILTRATION RATE: 5.27 IN/HR. � ��`��``� plan submission
- 0 = (K) x (BOTTOM AREA - INFILTRATION SYSTEM) = 521 5 F 114.5
_ (�.21 IN/HR) x (521 S.F.) x x I HR) NOTICE OF INTENT
(12" x 5600 sec)
- Q = 0.061 cps _ = ��e SITE REDEVELOPMENT
- V= SEE ATTACHED HYDROCAD STORM WATER CHAMBER PRINTOUT WEIR
- DRAWDOWN TIME - Q < �2 HOURS OVERFLO-N 114.0
- RECHARGE VOLUME = 551 G.F. (STORAGE BELOW OUTLET ELEVATION 112.75)
BMP#IA date: 4.22.2023
PRIMARY OUTLET:
- DRAWDOWN TIME = 551 C.F. / 0.0 1 C.F.S. = q,033 SEC. x I HR = 2,5 HOURS < '72 HOURS BMP INV.=112.75 scale: AS NOTED
3,600 sec ,
BMP#I OUTLET DETAIL OUTLET INVERT=112.72 job no: 2022-26
SCALE: 1"=4' 4" ADS N12 L=q' 5=3%
/01
6.0'± DEP no: T.B.D.
TOP OF WALL WEIR OVERFLOW TOP OF WALL
ELEV.=114.0
Inad D Berry
4.0' WIDE 4.0' WIDE No,41258
BOULDERS 2' TO 50" PLACE PLANTINGS ON BOTH SIDES OUTLET SUMP
_ OUTLET SUMP UIVIL
PEAK RATE OF RUNOFF (CF5) AT DE5ICGN POINT #1 PLACED TIGHT TO EACH OF BOULDERS WITH GOBBLES 01 1110
OTHER 6 TO 10 INCHES EXTEND 12" �� 12 EXTEND
EXISTING PROP05ED REDUCTION _ OUTLET
�' E,
MIN. -
STORM EVENT ��� s OUTLET MIN. �� OUTLET
CONDITIONS CONDITIONS AMOUNT �`� ,, PIPE 4" _ PIPE 4" :� -_
` BEYOND BEYOND
2-YEAR STORM 2.64 GF5 2.54 GFS 0.10 GFS ; , U BOULDER� r
t �.,
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10-YEAR STORM '1.q0 GFS 6.�6 GFS 1.14 GFS � `�:, ��� ��' �� � `�'= I''1
dV
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SUMP -
_ � ., �. � �3 : �. � .,
100 YEAR STORM 16.g2 GFS 14.'f0 GFS 2.22 GFS �
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``.�� INV.=112.75
` INV. = 112,70 drawing number
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TO 12 /RAPOR
e' TO 12' RIP/RAP OR 8' ' RI P
SCALE BAR SCALE: I'=4' ��� ��` 'y � - _ 5 ONF-5
0 4 8 12' \�\ STONES T
ASB
SCALE BAR SCALE: I'=10'
0 10, 20' 30' � � B OUTLET DE.'y0��� MP T T TAL
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SCALE BAR SCALE: I'=20' YECGE TATE D VELOCITY REDUCER NOT TO SCALE
O 20' 40' 60'
NOT TO SCALE
sheet 5 of 10
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PROPOSED
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date 4.22.2023
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_ SBPTIG SYSTEM2022-26
job no:
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\- O 20.1 40' 60'
YItDsheet 6 of 10
' EXISTING EL.= 141.0 DEEP HOLE (T.P.811) EXISTING EL.= 141.0 DEEP HOLE (T.P.812)
A IOYR 5/2
0.--2.. ROOTS 0"-2" FILL-LOAM
152
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2.5y 6/5 design group, LLC
NEW ACCESS WAY FINE SAND
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COMPACTED DENSE GRADE c v ineering
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GRAVEL/GOBBLES ELECT. FENCE
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ESTIMATED HIGH WATER NONE AT 40" ESTIMATED HIGH WATER NONE AT 60" topsfield, ma 01983
HATER WEEPING WATER WEEPING
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STANDING WATER 5TANDIN6 WATER
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project title:
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prepared for:
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479 LACY STREET
7� NORTH ANDOVER, MA 01845
114
— ------------------------ NO DISTURB Ar
PAVEMENT 113
:2�
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114,
BITUMINOUS -5-
PA��MENT (TYP. P parcel identification:
map: 105A
ANE:>Y'
5 LA_ Z block: N.A.
parcel: N.A.
41
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FROM 5EFTIC 5Y-5 EM
EXISTINGno, date description
HOUSE Z d
0 4/22/23 155UEM FOR REVIEPq
P
PA rl>c(:.jK #5
PLAN
50ALE: I"=20'
145 145
STA. 2#00 (24' LT) STA. 5#55 (12.5' LT) 5TA, 4#12
NDS C5#3 MVMH#I EXISTING EL.= 155.5 DEEP HOLE (T.P.Nb) DEEP HOLE (T.P.01) DEEP HOLE (T.P.Nb)
EX15TIN5 EL.= 125.0 EXISTING EL.= 1141 46-�
0"-12" FILL - LOAM 0"-1"GRAVEL FILL 0"-12"FILL -'LOAM
EX15TINO ELECTRIC SERVICE MDMH#2
140 5 140 plan submission
SEE NOTE I
12"-24" IOYR 6/6 1"-45" 2.5Y7/4 COARSE SAND
L.S. FINE SAND 5 2Y '7/4
CAVE IN AT NOTICE OF INTENT
10 ADS N12 PIPE 1.2
''s 45"-72" 1021,
2.5y 6/3SITE REDEVELOPMENT
S.L. 23y 6/5
MDMH#5
GOBBLES/STONES
135 GOBBLES/STONES
EXISTING WATER SERVICE qo EXISTING ELECTRIC SERVICE 135
NOTES: SEE NOTE I A// SEE NOTE I LARGE BOULDER
-7:2" OR
date: 4.22.2023
MDMH#4 REFUSAL-LEDGE
EL.=131.0
E L. 11'7.0 EL.=106.2''_
I. CONTRACTOR TO CONFIRM EXISTING UTILITY SERVICE scale: AS NOTED
DEPTHS PRIOR TO INSTALLATION OF DRAINAGE SYSTEM.
150 130 job no: 2022-26
2. CONTRACTOR SHALL ADJUST INVERTS OF PIPES AND L_ 12 REFUSAL a 54" REFUSAL P0551BLE a -7:2" REFUSAL DEP no: T.B.D.
STRUCTURES TO MINIMIZE LEDGE REMOVAL WITH THE N ESTIMATED H15H HATER NONE AT 54" ESTIMATED HIGH WATER a 6011-13YR 5/6 ESTIMATED HIGH WATER 0 62" 15YR 5/6
ENGINEERS APPROVAL. EXISTING WATER SERVICE HATER WEEPING WATER WEEPING 665" WATER WEEPING ® '12"
125 5. SEE SHEET C4 FOR DRAINAGE SYSTEM INVERTS. SEE NOTE I STANDING WATER 5TANIDINe HATER - STANDING WATER - 1:25 OF
STA. 0#00 (16' RT) STA. 0#50 (5.5' LT) STA. 1*'74 (2' RT) 'ADS
N1
DEEP HOLE (T.P.11111114) DEEP HOLE (T.P.11111115) DEEP HOLE (T.P.85) MVMH#5 Thad D Berry
EXISTING EL.= 140.0, EXISTING EL.= 141.4 0.. '.. PAVEMENT EXISTING EL.=157.5 No,41258
-2 0"-4" FILL - LOAM CIVIL
EXPOSED 0"-4" GRAVEL
mi
120 LEDGE BASE IOYR 6/6 120
4 1:2 L.S.
(EXCAVATED 12"
TO LEDGE) 0 _z, PAVEMENT
Ali
A
EXISTING ELECTRIC SERVICE
51, 2.5y 6/5
12,
A05 N
5.L, 23y 6/6 COBBLE5/5TONE5 SEE NOTE 1 .2
GRAVEL/GOBBLES
BOULDERS
OLD ELECTRIC drawing name
LARGE BOULDER EXISTING WATER SERVICE
LINE
AT 54" OR
SEE NOTE I
REFUSAL-LEDGE
>C
EL.155,0'
110
I NV.=112.-75
110 [��RAINAOE
REFUSAL a REFUSAL ® 54" REFUSAL POSSIBLE a 54" AT BMF#I PLAN
ESTIMATED HIGH WATER NONE AT 12" ESTIMATED HIGH HATER NONE AT 54" ESTIMATED HIGH WATER NONE AT 54" PROF I LE
WATER WEEPINGNATER WEEPING WATER WEEPING
5TANDIN& WATER STANDING WATER STANDING WATER PHASE I
DATUM ELEV 105
105.00 drawing number
W
W
W W
N
�_n
r Ln 9�
----- ----- -----
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+-15 5+00 3+25 5+50 5+75 4+00 4+25 4+50 4+15 5+00 5+25 5+50
ASB
PROFILE SCALE BAR
HORIZ:0 20, 40' 60,
SCALE: I"=20' (HORIZONTAL)
I"=5' (VERTICAL) VERT:0 51 10, 1:0 1 sheet 7 Of 10
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114
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SAWGUT (TYPJ � � � :\..� �,�:� \�_` ��� �.. 3 ® - -fi = ,� cv �=F` '7 1
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SEPTIC SYSTEM FOR/
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WINDRUSH FARM THERAPEUTIC
_  479 LACY STREET
- NORTH ANDOVER MA 01845
=\ vN P _ NEIN PADDOCK AREA I
NPR NCO ;`f _ FINAL LAYOUT TO BE
DETERMINED IN PHASE II -- \ >
parcel identification:
_ ;__ - a • map: 105A
\ _ _
* _ 1 20
SITE LI&HrINO a a ,'`} block: N.A.
=3O
parcel: N.A.
\ ` \\ \ REMOVE EXISTING
g \ PAVEMENT (OLD GANpY'S lot: 35
NEW LANE }
\� A� NMET "LANE) 1
- \ \ revisions
3
no, date description
4 I FOR R VI W
Q9 1{t t{ O /22/23 SSUED O E E
t tr
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150 150
145 Q 145 plan submission
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° NOTICE OF INTENT
PLAN NEW CANDY'S LANE
I O r ALIGNMENT
_ " m ± m SITE REDEVELOPMENT
SCALE: I"=2o' -- � � _ \ „�~ ',, 1 � �- - I m
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w " `� N scale: AS NOTED
145 O 145 155 4. > 155
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140 < " 140 150 -3.5p% 0 150
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ALIGNMENT �� N —WO. Iss
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150 \ -6.S0y w w 150 120 120
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125 125 115 115 PLAN
PROFILE
PHASE II
DATUMEEV 120 DATUM ELEV I10.00 110 g
drawin number
►n m O m m _ �
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As El
m
10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+-15 12+00 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75
ENTRANCE PROFILE DRI\/'EWAY PROFILE SCALE BAR
HORIZ:O 20' 40' 60'
SCALE: 1"=20' (HORIZONTAL) SCALE: 1"=20' (HORIZONTAL)
I"=5' (VERTICAL) I"=5' (VERTICAL) VERT:O 5' 10' 15'
sheet 8 of 10
ol
FILTER FABRIC
DURING CONSTRUCTION ND5 12" SQUARE POLYOLEFIN 24" DIA. CAST IRON 24" DIA. CAST IRON
ORATE W/ U.V. INHIBITORS 3/14 � FRAME AND COVER FRAME AND ORATE
INSTALL RISERS PRODUCT #1212 OR 4 PRODUCT #5404 BY
AS NEEDED
APPROVED EQUAL NEENAH ENTERPRISES INC.
SLOP 5LOPE IS" 6 OR APPROVED EQUAL 8" 6
I
SECTION design group, LLC
6" ADS PPVG PIPE 12" DIA KNOCKOUTS 2' BARREL
4 EACH AT 0100 APART
SEE INFILTRATION TRENCH \
PERFORATE I, 2, OR FOR 12" PIPE USEIZ`II ' 11
t / DETIAL
�� ' 2' A EL SECTION
Nl tfss3 englneering
O.D. 2' R15ER
FITS 3" 8 4" SOLID WALL FITS 6" 8 5" 50LID WALL %" Grate Openings 30" I.D. e. 0 50" I.D. e. architecture
OR 6" GORRUOATED PIPE OR 8" GORRUOATED PIPE 4' SUMP landscape design &construction
` \ / 7 7
4 4
NDS #1242, #1243, 8 363 boSton street, route 1
UNIVERSAL LOCKING O OR #ISSq
` - to sfield, ma 01983
TWIST LOCK INTO PC k ;�`` �`` 1t0,5AL LOGKINO OUTLET - 2'-O" BASE 2'-O" BASE p
AT ANY KNOGI � kJ ��`��`��`��`� ��`��`��`��`� LOCK INTO POSITION 12" DIA KNOCKOUTS - in
KNOCK OUT ft)
4 EACH AT 0100 APART
FOR 12° PIPE USE
project title:
12" x 12" SUMP 2' BARREL SECTION
NOTES:
N�`N�`���`xov�I,\�` NOTES:
1) CONCRETE: 5,000 P51 MINIMUM AFTER 28 DAYS.
1) CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2) OPTIONAL ROUND CONCRETE COVER CAN BE USED IN PLACE
2) OPTIONAL ROUND CONCRETE COVER CAN BE USED IN PLACE
��������•����������� ��� ��� �,�� OF CAST IRON FRAME AND COVER.
OF CAST IRON FRAME AND COVER. 3) DESIGNED FOR AASHTO HS-20 LOADING, I-5 FEET OF COVER.
� �� _ ��tt�L�, WEEP HOLE 3) DESIGNED FOR AASHTO HS-20 LOADING, 1-5 FEET OF COVER.
s
/4" GRAVEL BASE 4� ��
,��,, ���`��`O`�� �`�` 12AL� F 4 PLACES
DEEP BELOW B ��� ��- � �--�� � � u u �
PREVENT STANDING `` � �� \A €bttOM CORNERS .�0 MINI DRAIN MANHOLE CH-20� 30 MINI GATGH BA51 N (H-20)
.:, o. y,.
COMPACTED SOIL E,F.5HEA E,F. HEA �
NDS 12" 5OUARE CATCH BASIN WITH R15ER d SUMP BOX NOT TO SCALE NOT TO SCALE Wi
nd ush
NOT TO SCALE SECTIONS ITEM NO WEIGHT SECTIONS ITEM NO WEIGHT
arm # R TIC
WTATION, INC.
NOTES: 1'-0" RISER MC-MCBI2RH 440# 1'-0" RISER MG-MGBI2RH 440#
2'-O" RISER MG-MGB24RH 880# 2'-0" RISER MG-MG524RH 880# prepared for:
I. CONTRACTOR TO INSTALL ND5 12" SQUARE CATCH BASIN 8 SUMP BOX OR APPROVED EQUAL. 3'-0" RISER MG-MGB36RH 1320# 3'-0" RISER MG-MGB36RH 1320#
2. ORATE TO BE ATTACHED TO CATCH BA51N WITH SCREW PROVIDED AT TIME OF INSTALLATION. 2-0" BASE MC-MGB245H 11-75# 2'-0" BASE MG-M05245H 11-75# WINDRUSH FARM THERAPEUTIC
2'-O" BARREL MG-MCB2455H a5O# 2'-0" BARREL MG-MOB2455H 880# 479 LACY STREET
3. RISER CAN BE GUT TO ACHIEVE EXACT ELEVATION. 38" COVER MG-MGB38GH 585# 38" COVER MG-MGB38GH 585#
PIPE DIA+2'-o" NORTH ANDOVER, MA 01845
4. DO NOT USE OVER 5 RISERS WITH CATCH BASIN. OR 3'-0" MIN.
5. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH ND5 MANUFACTURER'S SPECIFICATIONS. --------------------------------------
FINISH GRADE
6, ALL INFORMATION CONTAINED HEREIN WA5 CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE
REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER BEFORE INSTALLATION. y�` GLEAN, ORDINARY BORROW IN
LIMIT OF TRENCH \� 8" LIFTS COMPACTED TO q5% 1-1/2" WEARING COURSE parcel identification:
EXCAVATION REPLACE UNSUITABLE SOILS ASPHALT CONTENT MATCH EX15TINO 12" FULL DEPTH OF 12" MATCH EX15TINO
PROVIDE SHEETING S PAVEMENT PROPOSED PAVEMENT PAVEMENT map: 105A
SHORING AS NECESSARY WITH GRAVEL IN 12" LIFTS 5.590 BY WEIGHT
block: N.A.
1-1/2" BINDER COURSE SAW—CUT OR GOLD
PANED EDGE
2' BIT. GNG. SURFACE
parcel: N.A.
`-, 00, EX15TINO
lot: 35
GOMPAGTED ORAVEL TO PAVEMENT
- MIDPOINT OF PIPE w ` Y'
z �
0
p 12"MIN. PROCESSED7
_ - ;0 J 0 0(2)?w COMPACTED
`v �`v` `v` ` w �` GRAVEL BASE BEVEL 0 45 DEG. I" BIT. GONG. revisions
MIPMH #3 WORK TRENCH SURFACE OVERLAY
UNDISTURBED PREPARED FOUNDATION w ��
n MATERIAL no, date description
TYPICAL DRI\/EWAY NOTES:
O 4/22/23 155UED FOR REVIEW
= STORM DRAIN TRENCH PAVEMENT SECTION I. GLEAN AREA OF ANY LOOSE DEBRIS. AREA SHOULD
l t BE FREE OF DUST OR DIRT, AND THOROUGHLY DRIED.
NOT TO SCALE NOT TO SCALE
2. A TACK GOAT OF EMULSIFIED ASPHALT SHALL BE
�k00 a APPLIED TO THE SAW GUT AREA PRIOR TO PAVING.
G GLEAN BAGKFILL
LEAN BAGKFILL
` PAVEMENT SAW-GUT
u
155 45
FINISH GRADE FINISH GRADE NOT TO SCALE
-
ROOF DRAINAGE; GUTTERS AND
�..
RED WARNINO TAPE 12"
I _ BELOW GRADE BLUE WARNING TAPE 12" DOWN SPOUTS plan submission
STONE WALL BELOW GRADE
NOTE: COORDINATE DEPTH OF
NOTICE OF INTENT
AYOUT w TH UTILITY HORIZONTAL
L SITE REDEVELOPMENT
_ u n I. CONTRACTOR SHALL COORDINATE FINAL GUTTER AND
. 6" REQUIREMENTS DOWN SPOUT LOCATIONS WITH THE ARCHITECTURAL
6 DRAWINGS.
SAND ELECTRIC, CONDUIT SAND
I" TYPE 'K' WATER SERVICE 2. CONTRACTOR SHALL ADJUST FINAL LOCATION OF DOWN
2.0' MIN. COVER date: 4.22.2023
COORDINATE WITH LOCAL UTILTIY SPOUT LOCATION TO ROOF DRAINAGE PIPE CONNECTION TO
{{{{ r 6" \ AVOID ANY CONFLICTS WITH THE BUILDING AND ADJACENT
6" scale: AS NOTED
MGB#2 e� A_ SURFACE FEATURES.
RIM k�020 \ job no: 2022-26
If�L JT=130.20 (TO_-MPMH #3) 3. UNLESS OTHERWISE NOTED ALL ROOF RUNOFF DRAINAGE BUILDING
WATER SERVICE TRENCH PIPE WILL BE 6" ADS N12 PIPE. FACE DEP no: T.B.D.
12'-ADS N12 S=2_q�o L='7.0'; ELECTRIC TRENCH 5URGHAROE OVER
i NOT TO SCALE 4. ALL GUTTER/DRAINAGE CONNECTIONS SHALL HAVE AN FLOW PIPE
>3' NOT TO SCALE OVERFLOW OUTLET.
SPLAS� '•• t� T - � � ROOF LEADER
MG5#2 DETAIL DI EG EDHAWAY FROM SEE ARCHITECTURAL Thad1D Berry
SCALE: 1"=5' FOUNDATION DRAWING FOR SIZE Z
SCALE BAR SCALE: I'=5' WHEN REQUIRED AND MATERIALCIVIL
0 5' lo' 15' FILTER FABRIC NYLOPLAST GLEAN OUT
END GAP ADJUST GRADE
Ilk12" PER ENGINEERS PLAN
FINISHED ,
SPOT GRADES �. t DOWN SPOUTGRADE ADAPTOR (SEE f
FINISH O ADE SPOT ELEVATION 3„ -'. no #,
� = ; '�, '
ARCHITECTURAL
a WASHED STONE - =s — 6"AD5 N12 5T
DRAWINGS)
' = DBL. MITER q0°
drawing name
6" DEN5E GRADE ; BEND OR EQUAL
6" ADS CONNECT TO 6" ADS PPVG
COMPACT IN PLACE = 6"AD5 N125T 450 6" ADS N12 5T
PPVG PIPE
3" 12" NYE OR EQUAL DBL. MITER q00
SITE
R BEND
EOUL
DETAILS
6 ADS N12 PIPE
(TYP.) OR EQUAL drawing number
TEE CONNECTION TO 6" ADS PPVG
GRADE AND COMPACT WT BELL-BELL
ASB
DENSE GRADE ACCESS PATH AND EX15TINO SUB-BASE 6" ADS PPVG TRENCH DETAIL COUPLER (TYP.)
HOSPI TAL PADDOCK NOTE5: NOT TO SCALE ADS ROOF DRAIN DETAIL
NOTES: NOT TO SCALE I. DETAIL FOR: DRAINAGE PIPE FROM NDS G13#2 TO NDS 013#3 NOTES: NOT TO SCALE
I. DETAIL FOR: PADDOCK ACCESS PATH, HOSPITAL PADDOCK AND I. PIPE CAN BE ADS N12, SGH 40 PVC, HDEP, OR SDR 35.
REPAIR OF EXISTING DENSE GRADE ROAD5.
sheet 9 Of 10
ELEV.=114.5 PLANTING AREA EROSION CONTROL NOTES
PLANTING AREA
EROSION CONTROL PRINCIPLES
SLOPE PLANTING RED TWIG DOOGWOD
AND STEEPLE BUSH '' A B
A. THE FOLLOWING EROSION CONTROL PRINCIPLES SHALL APPLY TO THE LAND GRADING AND
EXTEND CONSTRUCTION PHASES:
INFILTRATION ELEV.=112.00 design group, LLC
STONE TO GOBBLES 1) STRIPPING OF VEGETATION, GRADING, OR OTHER SOIL DISTURBANCE SHALL BE DONE IN A MANNER
BOTTOM OF - ,� r WHICH WILL MINIMIZE SOIL EROSION.
GOBBLES I
_ _ � � � �i��il engineering
���, 2) WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED.
6" LOAM �� � �� _ � tFffl3c engineering
3) EXTENT OF AREA WHICH IS EXPOSED AND FREE OF VEGETATION AND DURATION OF ITS EXPOSURE architecture
SHALL BE KEPT WITHIN PRACTICAL LIMITS
- -� ` ems landscape design construction
f
` ae
� - �' a 4) TEMPORARY SEEDING, MULCHING, OR OTHER SUITABLE STABILIZATION MEASURES SHALL BE USED TO
ELEV. = 111.5 ,�VARIES PROTECT EXPOSED CRITICAL AREAS DURING PROLONGED CONSTRUCTION OR OTHER LAND 363 boston street, route 1
DISTURBANCE. topsfield, ma 01983
STEEPLE BUSH 2,01 FILTER FABRIC
2-3' TALL 10' O.G. ALONG (O- OF �� `� 5) DRAINAGE PROVISIONS SHALL ACCOMMODATE INCREASED RUNOFF RESULTING FROM MODIFICATIONS
BOTTOM SLOPE LWASHED STONE _ � tip. OF SOIL AND SURFACE CONDITIONS DURING AND AFTER DEVELOPMENT OR DISTURBANCE. SUCH
-� - PROVISIONS SHALL BE IN ADDITION TO EXISTING REQUIREMENTS. project title:
ELEV. = IDq.S `. t
SEASONAL HIGH WATER TABLE
;� (b) SEDIMENT SHALL BE RETAINED ON-SITE.
RAIN GARDEN PLANTINC-75 'I) EROSION CONTROL DEVICES SHALL BE INSTALLED AS EARLY AS POSSIBLE IN THE CONSTRUCTION
NOT TO SCALE GOBBLES (TYP.) SEQUENCE PRIOR TO START OF CLEARING AND GRUBBING OPERATIONS AND EXCAVATION WORK.
` `� -
-
�- BOULDER
(TYP.)
(TY .
) B. GUT AND FILL SLOPES AND STOCKPILED MATERIALS SHALL BE PROTECTED TO PREVENT EROSION.
SLOPES SHALL BE PROTECTED WITH PERMANENT EROSION PROTECTION WHEN EROSION EXPOSURE PERIOD
_y
IS GREATER THAN OR EQUAL TO SIX MONTHS AND TEMPORARY EROSION PROTECTION WHEN EROSION
EXPOSURE PERIOD IS EXPECTED TO BE LESS THAN SIX MONTHS (SEE NOTE 18).
z
Y BLAGIGEYED SUSAN 1) PERMANENT EROSION PROTECTION SHALL BE ACCOMPLISHED BY SEEDING WITH GRASS AND Win' drush
e COVERING WITH AN EROSION PROTECTION MATERIAL, AS APPROPRIATE FOR PREVAILING CONDITIONS
CLUSTER MINIMUM 3 PLANTS 10'
BEARBERRY � ERAPEU TIC
O.G. AROUND BASIN PERIMETER farm FITATION INC.
2) EXCEPT WHERE SPECIFIED SLOPE IS INDICATED ON DRAWINGS, FILL SLOPES SHALL BE LIMITED TO A
GRADE OF 3:1 (HORIZONTAL:VERTICAL) AND OUT SLOPES SHALL BE LIMITED TO A GRADE OF 3:1,
prepared for:
SILTATION SOCK
-� - WINDRUSH FARM THERAPEUTIC
-
b
INSTALL SILTATION SOCK IN ACCORDANCE WITH THE PLAN DETAIL. 479 LACY STREET
NORTH ANDOVER, MA 01845
� RED TWIG DOGWOOD NEW ENOLAND ASTER MAINTENANCE AND REMOVAL OF CONTROL DEVICES
CLUSTER MINIMUM 3 PLANTS 10'
A. WETLAND AREAS, WATER COURSES, AND DRAINAGE SWALES ADJACENT TO CONSTRUCTION ACTIVITIES
Y y�� O.G. AROUND BASIN PERIMETER SHALL BE MONITORED TWICE EACH MONTH FOR EVIDENCE OF SILT INTRUSION AND OTHER ADVERSE
ENVIRONMENTAL IMPACTS, WHICH SHALL BE CORRECTED IMMEDIATELY UPON DISCOVERY, parcel Identification:
LANDSCAPE BOULDER INTERFACE
PERENNIAL LANDSCAPE BED B. CULVERTS AND DRAINAGE DITCHES SHALL BE KEPT GLEAN AND CLEAR OF OBSTRUCTIONS DURING map: 105A
- RECOMMENDED PLANTINGS CONSTRUCTION PERIOD.
a
block: N.A.
G. EROSION CONTROL DEVICES:
'm NOTE: FINAL PERENNIAL LANDSCAPE BED AND RAIN GARDEN PLANTINGS CONE FLOWER � � �- �� �� parcel: N.A.
WILL BE SELECTED AT THE TIME OF CONSTRUCTION AND WILL DEPEND ON CLUSTER MINIMUM 3 PLANTS E
LITTLE BLUESTEM 1) SEDIMENT BEHIND THE EROSION CONTROL DEVICE SHALL BE CHECKED TWICE EACH MONTH AND AFTER
NURSERY STOCK AVAILABILITY. ADDITIONAL PLANTING CAN BE SELECTED D.G. AROUND BASIN PERIMETER OUIVALENTE OR EACH HEAVY RAIN. SILT SHALL BE REMOVED IF GREATER THAN 6-INCHE5 DEEP. lot: 35
CLUSTER MINIMUM 3 PLANTS 10' AS REPLACEMENTS FROM THE RECOMMENDATIONS LISTED ON THIS DRAWING. la" MIN. (2" x 2" x 45") (TYP.)
O.G. AROUND BASIN PERIMETER B SILTATION SOCK 2) CONDITION OF EROSION CONTROL DEVICE SHALL BE CHECKED TWICE EACH MONTH OR MORE
FREQUENTLY AS REQUIRED. DAMAGED AND/OR DETERIORATED ITEMS SHALL BE REPLACED. EROSION
CONTROL DEVICES SHALL BE MAINTAINED IN-PLACE AND IN EFFECTIVE CONDITION. revisions
NEW ENGLAND WETLAND PLANTS, INC 3) HAY BALES SHALL BE INSPECTED FREQUENTLY AND MAINTAINED OR REPLACED AS REQUIRED TO
A A MAINTAIN BOTH EFFECTIVENESS AND INSTALLED CONDITION. UNDERSIDE OF BALES SHALL BE KEPT IN no: date description
82Q WEST STREET,AMHERST,MA01002 �, �� � �'' 6'-O"(TYP.) 6'-O" B CLOSE CONTACT WITH THE EARTH BELOW AT ALL TIMES, AS REQUIRED TO PREVENT WATER FROM
PHONE:413-5�8-80QQ FAX 413-549-�000 _ _��� ` 0 4/22/23 ISSUED FOR REVIEW
- WASHING BENEATH BALES.
EMAIL:INFO@NEWP.COM WEB ADDRESS:WWW.NEWP.COM SURFACE AREA
- F DEBRIS
5 ti FREE O
New England Showy Wildflower Mix `F � � ��' FR PLAN 4) SEDIMENT SHALL BE REMOVED FROM THE RETENTION PONDS AT THE COMPLETION OF THE PROJECT
SILTATION SOCK AND PERIODICALLY DURING CONSTRUCTION. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN SEDIMENT
Botanical Name Common Name Indicator HAS ACCUMULATED TO A DEPTH OF 6 INCHES, OR AS DIRECTED
WOOD STAKE OR .
� � � � 6'-O" O.G. 6'-O" O.G. E
Schizachjr�um scoparzum Little Bluestein FACU �� EQUIVALENT
'� = E
(2" x „ x 48") (TYP.) 5) SEDIMENT DEPOSITS SHALL BE DISPOSED OF OFF-SITE, IN A LOCATION AND MANNER WHICH WILL NOT
Chamaecrista fasciculata Partridge Pea FACU
` `-� � � �• CAUSE SEDIMENT NUISANCE ELSEWHERE.
Sorghastrurn ruuttzrzs Indian Grass UPL
D REMOVAL OF EROSION CONTROL DEVICES.
Festuca rubra Red Fescue FACU
El}'rnus canadensis Canada Wild Rye FACU+ _ 1) THE CONSERVATION COMMISSION AGENT MUST INSPECT THE SITE AND APPROVE REMOVAL OF ANY
EROSION CONTROL DEVICE. plan submission
Elyrrzus r-iparius Riverbank Wild Rye FACW t \\ II �; �� y 18" MIN. p
OVERLAP NOTICE OF INTENT
Heliopsis heliarztlioides Ox Eye Sunflower UPL ��� ���� SURFACE AREA 2) EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL ALL DISTURBED EARTH HAS BEEN PAVED
FREE OF DEBRIS OR VEGETATED, AT WHICH TIME THEY SHALL BE REMOVED. AFTER REMOVAL, AREAS DISTURBED BY
Coreopsislarzceolata Lance Leaved Coreopsis FACU BMP LANDSCAPE BOULDER SECTION A-A THESE DEVICES SHALL BE RE-GRADED AND SEEDED, SITE REDEVELOPMENT
Rudbeck-ia hir-ta Black Eyed Susan FACU- INTERFACE WITH STONE
Liatrisspicata Spiked Gayfeather/Marsh Blazing Star FAC+ INFILTRATION SURFACE SILTATION SOCK WOOD STAKE OR EQUIVALENT 3) EROSION CONTROL NETTING SHALL BE KEPT SECURELY ANCHORED UNTIL START OF PERMANENT TURF
(2" x 2" x 4&") (TYP.) CONSTRUCTION.
Asclepias s}�riaca Common Milkweed FACU- date: 4.22.2023
seleVernonianoveboracerzsis New Yon Milkweed FACW+ 4) EROSION PROTECTION MATERIAL SHALL BE KEPT SECURELY ANCHORED UNTIL ACCEPTANCE OF
SEE TABLE #I COMPLETED SLOPE OR ENTIRE PROJECT, WHICHEVER IS LATER. scale: NOT TO SCALE
Aster novae-angliae(S}1rnphyotr%churn novae-anglia New England Aster FACW-
Eupatoriurn purpureurn(Eutrochiurrz nzaculaturrz) Purple toe Pye Weed FAC COMPOST MATERIAL
FLOW 6" job no: 2022-26
�i
Asclepias tuberosa - - - - Butterfly Milkweed- - - - - NI
- (WOOD CHIPS)
- DEP no: T.B.D.
Solidago juncea Early Goldenrod `-
Eupatorium perfoliatum ; Boneset FACW t Ill REBAR FOR BAG
PRICE PER LB. $86.00 MIN.4UANITY 1 LBS. TOTAL: $86.00 APPLY:23 LBS/ACRE:1900 so ftb
REMOVAL FROM INLET
The New England Showy Wildflower mix includes a selection of native wildflowers and grasses that will mature into a colorful and vibrant v SURFACE AREA UNDISTURBED (REBAR NOT INCLUDED) CURB OPENING
_= �
native meadow.it is appropriate seed mix for roadsides,commercial landscaping,parks,golf courses,and industrial sites.Always apply on �` FREE OF DEBRIS GROUND d D Berg
clean bare soil_The mix may be applied by mechanical spreader,or on small sites it can be spread by hand.Lightly rake,or roll to ensure - Y_' _ SECTION B-B No,41258
proper seed to soil contact.Best results are obtained with a Spring or late Fall dormant seeding. Late Spring and early Summer seeding will - - CIVIL
benefit with a light mulching of weed-free straw to conserve moisture.If conditions are drier than usual,watering may be required. Late
Fall and Winter dormant seeding require an increase in the seeding rate. Fertilization is not required unless the soils are particularly SILTATION SOCK DETAIL s �
infertile.Preparation of a clean weed free seed bed is necessary for optimal results. FOAM _
NOT TO SCALE
New England Wetland Plants,Inc.may modify seed mixes at any time depending upon seed availability.The design criteria and ecological function of the _ t INSTALLATION NOTES: OPTIONAL OVERFLOW
mix will remain unchanged.Price is$/bulk pound,FOB warehouse,Plus SH and applicable taxes. m f
I. INSTALL SILT 50CK ON A SURFACE CLEAR OF DEBRIS,
2' X 2' SILT SACK ® z
BMP STONE INFILTRATION SURFACE 2. OVERLAP ENDS BY A MINIMUM OF IS-INCHES.
3. END OF SILT SOCK TO BE DIRECTED UP SLOPE. DUMP LOOPS � drawing name
NEW ENCC7LAND SHOWY WILDFLOWER MIX
w
4. ON SLOPES GREATER THAN 2:1 (>2:1) SEED COMPOST SOCK IS (REBAR NOT INCLUDED) �-
EXPANSION
� RESTRAINT
RECOMMENDED, M
5. PLACE STAKES THROUGH SILT SOCK OR ON DOWNSTREAM SIDE DETAILS
24„ NOTES:
1
AND EROSION
MASS. DEPT. OF Ig I. COLOR. LETTERING = BLACK V�
1
B CONTROL'71
BACKGROUND = WHITE I
ENVIRONMENTAL 1� 2. THE SIGN IS TO BE PLACED ON ALL DETAILS
15" 1 PROJECTS SUBJECT TO THE PROVISIONS
drawing number
PROTECTION 12 OF THE MASSACHUSETTS WETLAND Al
1l" PROTECTION ACT. SIDE VIEW INSTALLED
FILE NO. 1 "
— — — — — 3. THE LOCATION OF THE SIGN IS TO BE
24„ DETERMINED BY THE ENGINEER.
SILT BAG
INLET PROTECTECTION
MA55DEP SIGN DETAIL NOT TO SCALE
NOT TO SCALE
sheet 10 of 10