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DRAINAGE
E ASEMENT
LOT 3A
LOT 4B
LOT 4C
LOT 4A
E
M
M
A
R
O
S
E
C
I
R
.
E
X
T
.
EMMA ROSE CIR.
N/F
WENDY V. COOKE
2 EMMA ROSE CIR
MAP 539 BLOCK 439 LOT 10A
BOOK 36506 PAGE 400
N/F
MILK STREET PROPERTIES
1 EMMA ROSE CIR
MAP 539 BLOCK 439 LOT 10E
BOOK 35811 PAGE 3
N/F
DAVID L. GREELISH
5 EMMA ROSE CIR.
MAP 539 BLOCK 439 LOT 10E-6
BOOK 36678 PAGE 317
N/F
RYAN MCCARTHY
8 EMMA ROSE CIR.
MAP 539 BLOCK 439 LOT 8
BOOK 37067 PAGE 76
N/F
THOMAS W. HOLLOW
12 EMMA ROSE CIR.
MAP 539 BLOCK 439 LOT 10E-1
BOOK 36687 PAGE 90
N/F
EDWARD P. SCHENA
16 EMMA ROSE CIR.
MAP 539 BLOCK 439 LOT 10E-2
BOOK 36789 PAGE 387
N/F
MASS. ELECTRIC CO.
MAP 539 BLOCK 439 LOT 39C
CERT.40585
N/F
ROGER GROUX
MAP 539 BLOCK 439 LOT 11A
BOOK 6481 PAGE 408
N/F
DAVILVA DANILIO
MAP 539 BLOCK 439 LOT 11
BOOK 37128 PAGE 238
N/F
JENNIFER DIPIETRANTONIO
MAP 539 BLOCK 439 LOT 10B
BOOK 36753 PAGE 2
N/F
BRADFORD CHRISTIAN ACADEMY
MAP 539 BLOCK 439 LOT 10C
BOOK 35958 PAGE 31
N/F
FRANK J.DUDLEY
C/O NANCY O'NEILL
MAP 539 BLOCK 439 LOT 9A
BOOK 4811 PAGE 301
B
R
O
A
D
W
A
Y
LOCUS MAP
SCALE: NO SCALE
COVER
SHEET
RECORD OWNERS & APPLICANTS:
JR BUILDERS, INC.
599 CANAL STREET
LAWRENCE, MASS.01840
FOR REGISTRY USE ONLY
I CERTIFY THAT THIS PLAN CONFORMS TO
THE RULES AND REGULATIONS OF THE
REGISTER OF DEEDS.
DATE
REFERENCE PLANS
1. PLAN OF LAND IN HAVERHILL,MASSACHUSETTS, EMMA ROSE CIRCLE
RECORDED AT THE SOUTH ESSEX REGISTRY OF DEEDS IN PLAN BOOK
459 PLAN 33.
2. PROPOSED MODIFICATION PLAN- SUBDIVISION PLAN
HAVERHILL,MASSACHUSETTS, EMMA ROSE CIRCLE RECORDED AT THE
SOUTH ESSEX REGISTRY OF DEEDS IN PLAN BOOK 454 PLAN 69.
3. PLAN OF LAND IN HAVERHILL,MASSACHUSETTS, EMMA ROSE CIRCLE
RECORDED AT THE SOUTH ESSEX REGISTRY OF DEEDS IN PLAN BOOK
456 PLAN 13.
4. DEFINITIVE SUBDIVISION PLAN OF LAND OF EMMA ROSE CIRCLE,
HAVERHILL,MASSACHUSETTS, EMMA ROSE CIRCLE RECORDED AT THE
SOUTH ESSEX REGISTRY OF DEEDS IN PLAN BOOK 406 PLAN 30.
0 FT
SCALE: 1"=80'
KEY MAP
DEFINITIVE SUBDIVISION
MODIFICATION PLAN
FOR
EMMA ROSE CIRCLE
LOCATED IN
HAVERHILL, MASS.
SITE
REFERENCE DEEDS
1. SEE DEED FROM JAMES A. MAHONEY & SONS INC. TO JR BUILDERS,
INC.DEED BOOK 35434 PAGE 436 AT THE SOUTH ESSEX REGISTRY OF
DEEDS.
80160
80
CLERK DATE
PROFESSIONAL LAND
SURVEYOR
DATE:
APPROVED BY:
PLANNING BOARD, CITY OF HAVERHILL
MICHAEL J. SERGI
APPLICATION FILED
FINAL PLAN FILED
HEARING DATE
PLAN APPROVED
BOARD OF HEALTH
APPROVAL
CITY OF HAVERHILL OFFICE OF
THE CITY CLERK
APPROVED
SUBJECT TO COVENANT,
CONDITIONS SET FORTH IN A
COVENANT EXECUTED
BY:
DATED:
AND TO BE RECORDED
HEREWITH
THIS IS TO CERTIFY THAT ON
I RECEIVED FROM THE HAVERHILL PLANNING
BOARD CERTIFICATION OF ITS APPROVAL OF
THIS PLAN AND THAT DURING THE (20) TWENTY
DAYS NEXT FOLLOWING I HAVE RECEIVED NO
NOTICE OF ANY APPEAL FROM SAID DECISION.
APPROVED UNDER THE SUBDIVISION CONTROL
LAW UPON CONDITIONS
ZONING DISTRICT RM
MINIMUM AREA=20,000 S.F.
MINIMUM LOT FRONTAGE=150'
MINIMUM FRONT SETBACK=25'
MINIMUM SIDE SETBACK=15'
MINIMUM REAR SETBACK=30'
MINIMUM LOT WIDTH=112.5'
MINIMUM LOT DEPTH=100'
INDEX
SHEET 1 OF 6 COVER SHEET
SHEET 2 OF 6 LOT SHEET
SHEET 3 OF 6 SITE GRADING PLAN
SHEET 4 OF 6 PLAN AND PROFILE
SHEET 5 OF 6 EROSION & SEDIMENTATION CONTROL PLAN
SHEET 6 OF 6 CONSTRUCTION DETAILS
PROFESSIONAL
ENGINEER
SHEET 1 OF 6
PROFESSIONAL ENGINEERS & LAND SURVEYORS
A DIVISION OF THE MORIN-CAMERON GROUP, INC.
160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830
WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960
DWG. NO. 05018A.001.006
DATE: JANUARY 9, 2019
WAIVERS: M.G.L. CHAPT.41 SEC.81R
WAIVERS FROM THE CITY OF HAVERHILL SUBDIVISION RULES AND REGULATIONS:
1. V.5.1 (DESIGN STANDARDS)(PAVEMENT): THIS SECTION REQUIRES 28 FOOT WIDE PAVEMENT ON
ALL LOCAL STREETS. 24 FOOT WIDE PAVEMENT IS PROPOSED.
2. V.5.1 (DESIGN STANDARDS)(CURBING): THIS SECTION REQUIRES CURBING ALONG BOTH SIDES
OR THE ROADWAY AND ENTIRE CUL-DE-SAC. CURBING IS PROPOSED ON ONLY A PORTION OF
ONE SIDE OF THE ROADWAY.
3. V.5.1 (DESIGN STANDARDS)(SIDEWALKS): THIS SECTION REQUIRES SIDEWALKS TO BE INSTALLED
ALONG EACH SIDE OF THE PROPOSED ROADWAY. SIDEWALKS HAVE NOT BEEN PROPOSED FOR
THIS PROJECT.
C
R
Y
S
TA
L S
T
H
E
R
IT
A
G
E
F
A
R
M
S
ILV
E
R
B
IR
C
H
LN
L
N
C
O
A
C
H
M
A
N
S
BLUEBERRY
LN
VILLA
GE
LN
L
A
K
E
S
T
HAMMOND
FARM RD
M
A
S
Y
S
W
A
Y
CHRISTIAN
CIR
DANIELLE
DR
G
LE
N
V
IE
W
R
D
CHRISTIANSEN & SERGI
REVISED:FEBRUARY 19,2019
N/F
ASSESSORS REFERENCE
NOW OR FORMERLY OF
STONE WALL
DRAIN MANHOLE
FIRE HYDRANT
WATER SHUT OFF
GAS VALVE/GAS SHUTOFF
LIGHT POST
CATCH BASIN AND DRAINAGE PIPE
WATER VALVE
WATER MAIN
W
GAS LINE
G
EXISTING ELEVATION CONTOUR
PROPOSED EDGE OF PAVEMENT
206
PROPOSED ELEVATION CONTOUR
226
FLARED END & RIP-RAP OUTLET
MAP 25 PARCEL 8
PROPOSED SEDIMENTATION CONTROL
TREE LINE
RD
GRANITE BOUND TO BE SET
GRANITE BOUND FOUND
REFERENCE DEED
IRON ROD SET
DRILL HOLE SET
IRON ROD FOUND
DRILL HOLE FOUND
IRON PIPE TO BE SET
TOTAL FRONTAGET.F.=
LEGEND
UNDERGROUND ELEC./TEL./CABLE TV LINES
PROPOSED STREET TREE TO BE PLANTED
(E) EASEMENT DIMENSION
NOTES
1. VERTICAL DATUM IS NAVD 1988.
2. MONUMENTATION TAKEN FROM REFERENCE PLAN 4.
BENCHMARK
DATUM IS NAVD 1988 USING MULTIPLE RTK POSITIONS.
ASSESSORS REFERENCE
MAP 539 BLOCK 439 LOT 10
L
=
2
6
9
.
3
0
'
R
=
6
0
.
0
0
'''''''''''''''''''''''''''''''''''''''''
=
2
5
7
°
0
9
'
3
7
"""""""""""""""""""""""""""""""""""""""""
S
1
2
°
4
0
'4
1
"
W
3
4
5
.
2
2
'
N
1
2
°
4
0
'4
1
"
E
2
7
8
.
9
1
'
6
6
.
2
3
'
2
7
8
.
9
9
'
4
0
.7
3
'
9
0
.2
1
'
S
5
3
°
0
1
'
1
8
"
E
9
3
.
5
8
'
S
7
2
°
3
5
'5
6
"
E
1
7
5
.
6
0
'
S12°1
7'00"E
137.34'
329.30'
S75°18'34"W
649.10'
N14°41'2
6"W
56.1
5'
N15°17'5
8"W
46.4
9'
N
16°08'2
4"W
66.34'
N15°23'3
6"W
83.4
5'
N15°13'2
8"W
69.0
5'
S
6
9
°
0
4
'
5
7
"
E
S83°28'20"W
172.27'
N
2
0
°3
6
'2
0
"W
1
3
0
.9
4
'
LOT 3A
A=65,557 S.F.
A=1.5050 AC.
LOT 4C
A=33,784 S.F.
A=0.7756 AC.
LOT 4B
A=38,455 S.F.
A=0.8828 AC.
LOT 4A
A=49,237 S.F.
A=1.1303 AC.
DRAINAGE
EASEMENT
EMMA ROSE CIR.
E
M
M
A
R
O
S
E
5
0
'
W
I
D
E
~
P
R
I
V
A
T
E
C
I
R
.
E
X
T
.
LOT 6A
LOT 2
S06°42'56"E
32.37'
S
3
3
°
2
3
'
2
1
"
W
1
1
7
.
2
9
'
S
3
1
°
1
7
'
0
1
"
W
6
0
.
6
0
'
N
6
6
°
3
4
'0
5
"
E
3
6
.5
7
'
N
4
6
°
5
6
'
5
8
"
E
7
9
.
6
9
'
N
6
0
°
1
2
'4
6
"
E
3
2
.
6
0
'
Δ=77°09'37"
R=30.00'
L=40.40'
R
E
F
E
R
E
N
C
E
P
L
A
N
1
52.16'(E
)
102.87'(E
)
174.27'(E
)
3
8
.
3
6
'(
E
)
1
6
7
.
8
2
'(
E
)
7
2
.
8
1
'(
E
)
S
4
6
°
2
2
'
0
5
"
E
3
1
7
.
0
9
'
(
E
)
N
4
6
°
2
2
'
0
5
"
W
1
7
1
.
8
1
'
(
E
)
S
4
8
°
3
8
'
0
9
"
W
5
6
.
5
9
'
(
E
)
N/F
FRANK J.DUDLEY
C/O NANCY O'NEILL
MAP 539 BLOCK 439 LOT 9A
BOOK 4811 PAGE 301
N/F
MASS. ELECTRIC CO.
MAP 539 BLOCK 439 LOT 39C
CERT.40585
N/F
ROGER GROUX
MAP 539 BLOCK 439 LOT 11A
BOOK 6481 PAGE 408
N/F
BRADFORD CHRISTIAN ACADEMY
MAP 539 BLOCK 439 LOT 10C
BOOK 35958 PAGE 31
N/F
EDWARD P. SCHENA
16 EMMA ROSE CIR.
MAP 539 BLOCK 439 LOT 10E-2
BOOK 36789 PAGE 387
N/F
DAVID L. GREELISH
5 EMMA ROSE CIR.
MAP 539 BLOCK 439 LOT 10E-6
BOOK 36678 PAGE 317
IRON ROD
SET
DRILL
HOLE
FND.
DRILL
HOLE
FND.
DRILL
HOLE
FND.
DRILL
HOLE
FND.
DRILL
HOLE
FND.
LOT LINE
TO BE ELIMINATED
L
O
T
L
IN
E
T
O
B
E
E
L
IM
IN
A
T
E
D
2
4
8
.
3
4
'
3
0
.
5
7
'
2
0
7
.
5
5
'
S
8
0
°
3
6
'0
1
"
E
2
9
.
7
4
'
S14°41'26"E
23.83'
269.80'
50.00'
L
=
1
2
6
.
8
2
'
=
1
2
1
°
0
6
'
0
2
"""""""""""""""""""""""""""""""""""""""""
=
7
6
°
3
3
'
5
8
"""""""""""""""""""""""""""""""""""""""""
L
=
8
0
.
1
8
'''''''''''''''''''''''''''''''''''''''''
S
8
1
°
1
9
'5
5
"
E
2
0
2
.3
3
'
N82°57'19"E
31.25'
FRONTAGE=150.65'
FRONTAGE=151.15'
LOT
SHEET
RECORD OWNERS & APPLICANTS:
JR BUILDERS, INC.
599 CANAL STREET
LAWRENCE, MASS.01840
FOR REGISTRY USE ONLY
I CERTIFY THAT THIS PLAN CONFORMS TO
THE RULES AND REGULATIONS OF THE
REGISTER OF DEEDS.
DATE
DEFINITIVE SUBDIVISION
MODIFICATION PLAN
FOR
EMMA ROSE CIRCLE
LOCATED IN
HAVERHILL, MASS.
CLERK DATE
PROFESSIONAL LAND
SURVEYOR
DATE:
APPROVED BY:
PLANNING BOARD, CITY OF HAVERHILL
MICHAEL J. SERGI
APPLICATION FILED
FINAL PLAN FILED
HEARING DATE
PLAN APPROVED
BOARD OF HEALTH
APPROVAL
CITY OF HAVERHILL OFFICE OF
THE CITY CLERK
APPROVED
SUBJECT TO COVENANT,
CONDITIONS SET FORTH IN A
COVENANT EXECUTED
BY:
DATED:
AND TO BE RECORDED
HEREWITH
THIS IS TO CERTIFY THAT ON
I RECEIVED FROM THE HAVERHILL PLANNING
BOARD CERTIFICATION OF ITS APPROVAL OF
THIS PLAN AND THAT DURING THE (20) TWENTY
DAYS NEXT FOLLOWING I HAVE RECEIVED NO
NOTICE OF ANY APPEAL FROM SAID DECISION.
APPROVED UNDER THE SUBDIVISION CONTROL
LAW UPON CONDITIONS
SHEET 2 OF 6
PROFESSIONAL ENGINEERS & LAND SURVEYORS
A DIVISION OF THE MORIN-CAMERON GROUP, INC.
160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830
WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960
DWG. NO. 05018A.001.006
DATE: JANUARY 9, 2019
CHRISTIANSEN & SERGI
GRANITE BOUND TO BE SET
IRON ROD SET
DRILL HOLE FOUND
IRON PIPE TO BE SET
LEGEND
SCALE: 1" = 40'
40' 0 40' 80'
REVISED:FEBRUARY 19, 2019
50'
50'
5
0
'
5
0
'
50'
5
0
'
5
0
'
5
0
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0
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0
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5
0
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5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
25'
25'
2
5
'
2
5
'
25'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
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2
5
'
2
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5
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5
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2
5
'
2
5
'
2
5
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
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1
0
0
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1
0
0
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1
0
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1
0
0
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1
0
0
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1
0
0
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1
0
0
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1
0
0
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1
0
0
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1
0
0
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1
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1
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0
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1
0
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'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
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1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
100'
100'
100'
1
0
0
'
1
0
0
'
10
0'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
6
2
1
6
4
1
6
6
1
7
0
1
5
8
1
6
2
1
5
8
1
6
0
1
5
6
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
IT1
24'
1
6
8
1
7
4
174
1
7
2
1
6
6 1
7
2
EMMA
ROSE
CIRCLE
0
+
0
0
1
+
0
0
2
+
0
0
3
+
0
0
3
+
9
4
.
8
8
1
7
0
1
6
4
1
6
6
1
5
8
1
6
2
W
© 2019 CHRISTIANSEN & SERGI
GRADING
AND
DRAINAGE
PLAN
PROFESSIONAL
ENGINEER
HAVERHILL PLANNING BOARD
DATE:
"APPROVED UNDER THE SUBDIVISION
CONTROL LAW UPON CONDITIONS"
SCALE: 1" = 40'
PLAN
80'40'040'
EDGE OF EXISTING ROADWAY
P
R
O
P
O
S
E
D
D
W
E
L
L
IN
G
T
.F
. =
1
7
4
.0
G
.F
. =
1
7
3
.5
PROPOSED
BIT. CONC.
DRIVEWAY
(TYPICAL)
P
R
O
P
O
S
E
D
D
W
E
L
L
I
N
G
T
.
F
.
=
1
7
3
.
5
G
.
F
.
=
1
7
2
.
8
P
R
O
P
O
S
E
D
D
W
E
L
L
I
N
G
T
.
F
.
=
1
6
7
.
7
5
G
.
F
.
=
1
6
5
.
5
0
PROPOSED
DWELLING
T.F. = 172.5
G.F. = 171.7
PROPOSED
SLOPED GRANITE CURB
(TYPICAL)
PROPOSED
SLOPED GRANITE CURB
(TYPICAL)
APPROXIMATE SIZE
AND LOCATION OF
PROPOSED SEPTIC SYSTEM
(TYPICAL)
EXISTING
CATCH BASIN
EXISTING
CATCH BASIN
EXISTING
DRAIN MANHOLE
EXISTING
RETAINING WALL
EDGE OF BORDERING
VEGETATED WETLAND
EXISTING
INFILTRATION BASIN
BUILDING
SETBACK LINE
(TYPICAL)
STORMWATER FLOW TO
INFILTRATION BASIN
LOT 3A
LOT 4A
LOT 4B
LOT 4C
RECORD OWNERS & APPLICANTS:
JR BUILDERS, INC.
599 CANAL STREET
LAWRENCE, MASS.01840
DEFINITIVE SUBDIVISION
MODIFICATION PLAN
FOR
EMMA ROSE CIRCLE
LOCATED IN
HAVERHILL, MASS.
SHEET 3 OF 6
PROFESSIONAL ENGINEERS & LAND SURVEYORS
A DIVISION OF THE MORIN-CAMERON GROUP, INC.
160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830
WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960
DWG. NO. 05018A006
DATE: JANUARY 9, 2019
CHRISTIANSEN & SERGI
REVISED: FEBRUARY 19, 2019
PROPOSED
STREET TREE
(TYPICAL)
PROPOSED
TREELINE
PROPOSED
DRAINAGE EASEMENT
EXISTING PAVEMENT TO BE REMOVED
PROPOSED
RELOCATED SWALE
PROPOSED
PAINTED TRAVEL LANE
PROPOSED
NYLOPLAST
8" AREA DRAIN
RIM = 160.85
INV. OUT = 158.85
PROPOSED
NYLOPLAST
8" AREA DRAIN
RIM = 160.40
INV. IN = 158.50
INV. OUT = 158.40
PROPOSED
NYLOPLAST
8" AREA DRAIN
RIM = 160.10
INV. IN = 158.15
INV. OUT = 158.05
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
2
4
'
E
M
M
A
R
O
S
E
C
I
R
C
L
E
0+
00
1+
00
2+
00
3+
00
3+
94.88
W
Horizontal Scale = 1 :40
Vertical Scale = 1 :4
DATUM ELEV136.00
+50 0+00 +50 1+00 +50 2+00 +50 3+00 +50 4+00
140
144
148
152
156
160
164
168
172
176
180
184
136
140
144
148
152
156
160
164
168
172
176
180
184
15
7.8
16
1.0
0
15
5.6
16
1.3
8
15
4.0
16
1.7
5
15
4.0
16
2.1
3
15
4.4
16
2.5
0
15
6.3
16
2.8
8
15
8.7
16
3.2
5
16
1.1
16
3.6
4
16
2.8
16
4.2
0
16
4.3
16
5.0
1
16
5.5
16
6.0
0
16
7.0
16
7.0
0
16
8.1
16
8.0
0
16
8.8
16
9.0
0
16
9.4
17
0.0
0
16
9.9
17
1.0
0
17
2.0
0
1.50%
4
.
0
0
%
PV
C S
TA
. 1+
67.50
PV
C E
LE
V. 163.51
PVI STA. 2+00.00
PVI ELEV. 164.00
PV
T S
TA
. 2+
32.50
PV
T E
LE
V. 165.30
K = 26.00
65.00 VC
EXISTING RIGHT GRADE AT GUTTER
EXISTING LEFT GRADE AT GUTTER
EXISTING C/L GRADE
P
R
O
P
O
S
E
D
8
"
C
.
L
.
D
.
I
.
W
A
T
E
R
M
A
I
N
PROPOSED C/L GRADE
© 2019 CHRISTIANSEN & SERGI
PLAN AND
PROFILE
SCALE: 1" = 40'
PLAN
80'40'040'
PROPOSED
8" WATER MAIN
PROPOSED
HYDRANT WITH GATE VALVE
PROPOSED
DRIVEWAY
(TYP.)
EXISTING
8" WATER MAIN
EXISTING
DRAIN MANHOLE
PROP. RIM = 163.35
EXISTING
HYDRANT
PROFESSIONAL
ENGINEER
HAVERHILL PLANNING BOARD
DATE:
"APPROVED UNDER THE SUBDIVISION
CONTROL LAW UPON CONDITIONS"
RECORD OWNERS & APPLICANTS:
JR BUILDERS, INC.
599 CANAL STREET
LAWRENCE, MASS.01840
DEFINITIVE SUBDIVISION
MODIFICATION PLAN
FOR
EMMA ROSE CIRCLE
LOCATED IN
HAVERHILL, MASS.
SHEET 4 OF 6
PROFESSIONAL ENGINEERS & LAND SURVEYORS
A DIVISION OF THE MORIN-CAMERON GROUP, INC.
160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830
WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960
DWG. NO. 05018A006
DATE: JANUARY 9, 2019
CHRISTIANSEN & SERGI
REVISED: FEBRUARY 19, 2019
PROPOSED
STREET TREE
(TYPICAL)
LOT 3A
LOT 4A
LOT 4B
LOT 4C
PROPOSED
SLOPED GRANITE CURB
(TYPICAL)
PROPOSED
SLOPED GRANITE CURB
(TYPICAL)
PROPOSED
GATE VALVE
AT END OF EXISTING
WATER MAIN
PROPOSED
EDGE OF PAVEMENT
PROPOSED
PAINTED EDGE
OF TRAVEL LANE
PROPOSED
1
1
2
" WATER SERVICE
TO BE USED FOR SAMPLING
PROPOSED
1" CORPORATION TAP
50'
50'
5
0
'
5
0
'
50'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
5
0
'
25'
25'
2
5
'
2
5
'
25'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
2
5
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
100'
100'
100'
1
0
0
'
1
0
0
'
10
0'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
6
2
1
6
4
1
6
6
1
7
0
1
5
8
1
6
2
1
5
8
1
6
0
1
5
6
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
IT1
24'
1
6
8
1
7
4
174
1
7
2
1
6
61
7
2
EMMA
ROSE
CIRCLE
D
D
0
+
0
0
1
+
0
0
2
+
0
0
3
+
0
0
3
+
9
4
.
8
8
1
7
0
1
6
4
1
6
6
1
5
8
1
6
2
W
© 2019 CHRISTIANSEN & SERGI
EROSION
AND
SEDIMENTATION
CONTROL
PLAN
SCALE: 1" = 40'
PLAN
80'40'040'
P
R
O
P
O
S
E
D
D
W
E
L
L
IN
G
T
.F
. =
1
7
4
.0
G
.F
. =
1
7
3
.5
P
R
O
P
O
S
E
D
D
W
E
L
L
I
N
G
T
.
F
.
=
1
7
3
.
5
G
.
F
.
=
1
7
2
.
8
P
R
O
P
O
S
E
D
D
W
E
L
L
I
N
G
T
.
F
.
=
1
6
7
.
7
5
G
.
F
.
=
1
6
5
.
5
0
PROPOSED
DWELLING
T.F. = 170.5
G.F. = 169.7
PROPOSED
SEDIMENTATION
CONTROL BARRIER
(SEE DETAIL)
CATCH BASIN
INLET PROTECTION (TYP.)
(SEE DETAIL)
CHECK DAM
(TYP.)
CRUSHED STONE
CONSTRUCTION ENTRANCE
(SEE DETAIL)
PROFESSIONAL
ENGINEER
HAVERHILL PLANNING BOARD
DATE:
"APPROVED UNDER THE SUBDIVISION
CONTROL LAW UPON CONDITIONS"
RECORD OWNERS & APPLICANTS:
JR BUILDERS, INC.
599 CANAL STREET
LAWRENCE, MASS.01840
DEFINITIVE SUBDIVISION
MODIFICATION PLAN
FOR
EMMA ROSE CIRCLE
LOCATED IN
HAVERHILL, MASS.
SHEET 5 OF 6
PROFESSIONAL ENGINEERS & LAND SURVEYORS
A DIVISION OF THE MORIN-CAMERON GROUP, INC.
160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830
WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960
DWG. NO. 05018A006
DATE: JANUARY 9, 2019
CHRISTIANSEN & SERGI
REVISED: FEBRUARY 19, 2019
EXISTING
LIMIT OF CLEARING
1. SILTSACK OR EQUIVALENT PRODUCT TO BE USED.
NOT TO SCALE
PUMP
FLOW IN
DISCHARGE
FILTERED WATER
DISCHARGE
AGGREGATE UNDERLAYMENT
DEWATERING BAG
12"-18"
12"-24" DIA.
PERFORATED
HDPE PIPE
12" MIN.
1-1/2" CRUSHED
STONE
HOSE TO
PUMP
TOP VIEW
SIDE VIEW
DEWATERING BAG DETAIL
NOT TO SCALE
TIE-DOWN
STRAP
SEWN IN
SPOUT
DEWATERING BAG
DEWATERING SUMP DETAIL
NOT TO SCALE
Filtrexx®SiltSoxx™
Plan View
Work Area Filtrexx® CompostSiltSoxx™
RunoffArea to be Protected
Notes:1. All material to meet Filtrexx® specifications.2. SiltSoxx™ compost/soil /rock/seed fill to meet application requirements.3. SiltSoxx™ depicted is for minimum slopes. Greater slopes may require larger socks per the Engineer.4. Compost material to be dispersed on site, as determined by the Environmental Monitor.
Filtrexx® SiltSoxx™ Section
Work AreaArea to be Protected
Filtrexx® SiltSoxx™(12" +/- Dia.)
8"
(3) VARIABLE SUMP DEPTHACCORDING TO PLANS
(6" MIN. ON 8" - 24"BASED ON MANUFACTURING REQ.)
4" MIN ON 8" - 24"
MINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURER
RECOMMENDATION(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(3) VARIABLE INVERT HEIGHTSAVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)
1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065.4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24").5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING.
(1, 2) INTEGRATED DUCTILE IRONGRATE TO MATCH BASIN O.D.
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERSAVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADS/HANCORSINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,CORRUGATED & RIBBED PVC
(5) ADAPTER ANGLES VARIABLE0° - 360° ACCORDING TO PLANS
© 2019 CHRISTIANSEN & SERGI
CONSTRUCTION
DETAILS
PROFESSIONAL
ENGINEER
HAVERHILL PLANNING BOARD
DATE:
"APPROVED UNDER THE SUBDIVISION
CONTROL LAW UPON CONDITIONS"
RECORD OWNERS & APPLICANTS:
JR BUILDERS, INC.
599 CANAL STREET
LAWRENCE, MASS.01840
DEFINITIVE SUBDIVISION
MODIFICATION PLAN
FOR
EMMA ROSE CIRCLE
LOCATED IN
HAVERHILL, MASS.
SHEET 6 OF 6
PROFESSIONAL ENGINEERS & LAND SURVEYORS
A DIVISION OF THE MORIN-CAMERON GROUP, INC.
160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830
WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960
DWG. NO. 05018A006
DATE: JANUARY 9, 2019
CHRISTIANSEN & SERGI
REVISED: FEBRUARY 19, 2019
NOT TO SCALE
NYLOPLAST DRAIN BASIN WITH DOME GRATE
