HomeMy WebLinkAboutSubdivision Plan�-EGEND,
Sheet Indey,
Sheet No.
Title of "heef
1
Cover Sheet
Soils Plan
3
Phasing Plan
4 .6
Record Subdivision .Map
6A
Testhole/Standpipe Location Plan
7-9
Site Grading And Drainage .Map
-460 - -
Plan And Prof Ile
14— 16
Erosion And Sedimentation Plan
16A
Sight line Distance
17-24
Notes And Details
�-EGEND,
EXISTING MONUMENT
Development)
EXISTING IRON PIN
CONCRETE MONUMENT TO BE SET
Required
10 ac.
IRON PIN TO SET
ca�x�r�r;�c
EXISTING STONE WALL
SAN
SANITARY SEWER
D
FOOTING DRAIN
-460 - -
EXISTING CONTOUR
460
PROPOSED CONTOUR
+ 462.5
EXISTING SPOT GRADE
x 462+5
PROPOSED SPOT GPA.DE
�..x.
LIMIT OF IN! AND WETLANDS
LIMIT OF 50' REGULATED AREA
" TREE UNE � �
EXISTING TREE LINE
PROPOSED LIMIT OF CLEARING
CATCH BASIN
STORM MANHOLE
UGP
UNDERDRAIN/CURTAIN DRAIN
a
PROPOSED %E -1-L
TEST HOLE LOCATION
SILT FENCE
0
SANITARY MANHOLE
MAP REFERENCES;
I. "GAY HILI ROAD SUBDIVISION 120 GAY HiLL ROAD MONTVILLE
CONNECTICUT MARTINEZ, COUCH 4 ASSOCIATES LLC 98 .SOUTH TURNPIKE ROAD
WALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS - ENGINEERS — ENVIRONMENTAL'
CONSULTANTS JOB 26-234 DRAWING NUMBER 26-234 BASEMAP.DWG DATE 7-23^-07
REV THRU OF LANDS OF � 1 1--30 , 07 DRAWN BY DDI SCALE AS NOTED.
Z. "PLAT GUISEPPI MARY- MARSALA9 SWANTY JOHNSON ROAD, MONTVILLE
CONN. SCALLE I'"=100' DATED APRIL 1976 BY ROBERT L. BUCHER."
3. "MRS B. WELACHOWSKI SWANTY JOHNSON ROAD MONTVILLE CONN. SCALE 1 "=50'
DATED JUNE 359 1964 BY E.J. BAZZELL,."
4. "MAP OF THE PALMERTOWN PROPERTY OF THE PALMER BROTHERS COMPANY DATED
1920 BY CHANDLER 4 PALMER ENGINEERS."
5. "SITE PLAN HILLCREST PREPARED FOR JENSEN"S INC. OLD COLCHESTER ROAD'' MONTVILLE
CONNECTICUT SCALE I 11-100 DATED DECEMBER 10, 1990 REVISED THROUGH JAN 14, 1991 BY
CHANDLER, PALMER 4 KING."
Zo n1nq, Table
R-40 . (Cluster
Development)
' Minimum Tract Size (Acres)-
Required
10 ac.
Provided
> 37 ac.
Minim u n Lot Area (Sq,. Ft.)
Minimum Lot Width (Ft.)
Minimum Front Yard (Ft.)
200000 s. f .
112.5 ft.
37.5 ft.
>
>
>
209000 s. f .
1 12.5 ft.
37.5 ft.
Minimum Side Yard (Ft.)
1 1.25 ft.
>
1 1.25 ft.
Minimum Rear Yard (Ft.)
37.5 ft.
>
37.5 ft.
Maximum Building Height (Ft.)
35 ft.
< 35` ft.
APPROVED BY THE MONTVILLE PLANNING AND ZONING
CHAIRMAN 4R SECRETARY SIGNATURE DATE
z
pgK�q�f a 79
Monty i l (e
9G �
�2
W F DATE OF COMPLETION OF ALL WORT{
A�
DATE INITIALS
S
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW
79 HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN
SSP SUBDIVIDER SIGNATURE DATE
SITEENGINEER SIGNATURE DATE
yqtzc
SUBJECT PROPERTY
SCALE: "=800'±
NKUAD ISION
GAY HILL
oUB,DIV.
Prepared For
9R BURLAKE
# 120 GAY HILL ROAD
I. All fuel, oil, paints or other hazardous materials stored on—slte during the construction period should be in a secondary container
and removed to a locked indoor area with an impervious floor when they are not being used. Bulk fuel for construction equipment is
not to be stored on—site. If this becomes necessary, fuel should be located in a secondary containment system to prevent leaks
from entering the environment, sheltered from percipation and In a secured area. A supply of absorbent spill response material
should be available, especially during refueling, to clean up any spills of hazardous material such as gasoline or oil. If a spill
occurs call 24—hours a day at (20.3) 401-2629 to alert spill response team.
2. All permitting is the responsibility of the owner,
3. The general contractor(Glen Aldrich, 9R Burlake Road LLC,567 vuxhall Street Ext. Waterford Conn, 06385) must maintain
(repair/replace when necessary) the siltation control devices until all installation is completed and all disturbed areas are permanently
stabilized,
4. Indicated underground utilities are based on actual field locations, owners comments, ovailobe notes and mapping by others. The
locations are approximate and all utilities may not be shown. Prior to and construction the contractor shall call 1-800-922-4455
and have all utilities marked on the ground.
5. No tree stumps -._or large branches shall be -buried -on site. Tree stumps and large branches may be deposited upon the land for land
scaping and or composting purposes if they are properly chipped or ground.
6. All material -excavation, filling shall be in conformance with Section 17.6 of Montville town zoning regulations.
7. All proposed electric supply to be underground.
8. Contractor shall use work methods approved by OSHA for all trenching and excavation.
9. No graded earth slope shall exceed a 3H: I V slope.
10. Provide positive drainage of finish grade at all, disturbed areas as shown on the plan.
11. Install 6 inch perforated PVC pipe into cut—slopes along the proposed roadways where indicated on these plans.
12. The Town of Montville zoning em f orcement officer and wetlands officer must be contacted for an inspection of the
sedimentation and erosion control measures prior to the start of construction.
13. Markers shall be placed at the limits of the wetland areas on all lots.
14. The right to drain aggrernent is to be signed by the property owner(s) of the properties to which an easement is required.
MONTVILLE, rnNNECTICUT
Owner 9R Burlake LLC
Applicant
Engineers &
Surveyors
#567
Waterford,' 06385
9R Burplake LLC
#567 Vuxha,ll St. Ex
Water I • e Ct. 06385
Tarbell, Heintz & Assoc., Inc.
1227 Bur nside Ave. — Suite 31
East'Hartford, Connecticut 06108
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4 6466'
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Rev. 5-07-09
Cd
M a ry David
Nelson
Frank Malloy t
Ronald Z Monica Y. �� ' IN I. y
Gibson}
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-
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MAP REFERENCE; "GAY HILL ROAD SUBDIVISION 120 GAY HILL ROAD MONTVILLE
CONNECTICUT MARTINEZ COUCH %9 ASSOCIATES LLC 96 SOUTH TURNPIKE ROAD ti i A
WALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS - ENGINEERS ENVIRONMENTAL ' v LA" ' \' y I " (-A" � LAI `.4
CONSULTANTS JOB 26-234 DRAWING NUMBER 26-234 BASEMAP.DWG DATE 7-23-07
REV THRU 1 1-30-07 DRAWN BY DDL SCALE AS NOTED."
!110
-"
¢r Town of
Montville
Elizabeth
Evans
7 C
Hector
j Martinez.
f a
( j i
Gtl
Gerard Z Mary
Gingras
NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300b— I THRU 20 -300b -2O OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES —
"MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A
SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL
ACCURACY CLASS "D" , VERTICAL ACCURACY CLASS 7-3" AND INTENDED TO BE
USED FOR SUBDIVISION REVIEW.
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
L.S. 15466 4/28/09
MICHAEL L. TARBELL REGISTRATION NO. DATE
SOILS LEGEND
45A
Woodbridge
fine sandy loam 3 to 6% slopes
458
Woodbridge
fine sandy loam 5 to 15% slopes
45C
Woodbridge
fine sandy loam 15 to Z5% slopes
468
Woodbridge
fine sandy loom Z to 6% slopes, very stony
47C
Woodbridge
fine sandy loam Z to 15% slopes, extremely stony
64®
Paxton and
Montauk fine sandy looms 3 to 6% slopes
4D
Paxton and
Montauk Fine sandy looms 15 to Z5% slopes
65C
Paxton and
Montauk fine sandy looms 6 to 15% slopes, very stony
NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300b— I THRU 20 -300b -2O OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES —
"MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A
SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL
ACCURACY CLASS "D" , VERTICAL ACCURACY CLASS 7-3" AND INTENDED TO BE
USED FOR SUBDIVISION REVIEW.
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
L.S. 15466 4/28/09
MICHAEL L. TARBELL REGISTRATION NO. DATE
Scale 1" = 100'
a so 100 zoo 300
MAP REFERENCE; "GAY HILL ROAD SUBDIVISION 120 GAY HILL ROAI
CONNECTICUT MARTINEZ COUCH 4 ASSOCIATES LLC 96 SOUTH TUBI`
WALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS - ENGINEER
CONSULTANTS JOB 26-234 DRAWING NUMBER 26-234 BASEMAP.D'
REV THRU 1 1-30-07 DRAWN BY DDL SCALE AS NOTED."
WITH SECTIONS
T STATE AGENCIES
IECTICUT" AS
C. IT ISA
TO HORIZONTAL
ENDED TO BE
F AS NOTED HEREON.
)ATE
CONSTRUCTION SEQUENCE
Phase I
I. Install Erosion And Sedimentation Control Devices
2. Clear And Grub Trees And Establish Rough Grading
For Proposed Roadways
3. Construct Permanent Pond #1
4. Install Storm And Sanitary Pipes And Structures Along
Proposed Roadways
5. Construct Proposed Roadways And Establish Final Grading
6. Stabilized Disturbed Areas
7. Clear And Grub. Trees For Proposed House Sites
8. Remove Erosion And Sedimentation Control Devices Once
All Disturbed Areas Are Stabilized
Phase II
I. install Erosion And Sedimentation Control Devices
2. Clear And Grub Trees And Establish Rough Grading
For Proposed Roadways
3. Construct Permanent Ponds #2 4 #3
4. Install Storm And Sanitary Pipes And Structures Along
Proposed Roadways
5. Construct Proposed Roadways And Establish Final Grading
6. Stabilized Disturbed Areas
7. Clear And Grub Trees 'For Proposed House Sites
8. Remove Erosion And Sedimentation Control Devices Once
All Disturbed Areas Are Stabilized
NOTES:
1. The Town Of Montville Zoning Enforcement Officer And Wetlands
Officer Must Be Contacted For An Inspection Of The Erosion And
Sedimentation Control Devices Prior To The Start Of Construction
Z. Erosion And Sedimentation Control Reports Shall be Submitted To
The Town Of Montville Planning Office After Every Rain Event
3. Markers Shall Be Placed At The Linits Of The Wetland Areas On All
Dots
4. The Right To Drain Agreement Is To Be Signed By The Property
Owner(s) Of The Properties To Which An Easement is Required
Parcel to be conveyed
to the Town of Montville
(shaded area)
area = 546 sq,,, ft.
H I i i
G 0 Y
X28" W S 52007'11"W S 50012'41" W
S 31 °23' 24" E S 4625 , 56.10' 45.33'
1.23' �_, 33.74
t]'Js
Scale 1" = 40'
0 20 40 SO 120
David 4 .Tolle
Walken
Robin Z Dana
St. Pierre
MAP REFERENCE; "GAY HILL ROAD SUBDIVISION 12O GAY HILL ROAD MONTVILLE
CONNECTICUT MARTINEZ COUCH 0 ASSOCIATES LLC 96 SOUTH TURNPIKE ROAD
WALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS — ENGINEERS — ENVIRONMENTAL
CONSULTANTS JOB 26-234 DRAWING NUMBER 26. 234 BASEMAP.DWG DATE 7-23-07
REV THRU 1 1-30-07 DRAWN BY DDL SCALE AS NOTED."
R 0 d
S 53045'34" W
74.56'
Mary Z David
Nelson
W Parcel "B" -- band to be
conveyed to Mary and
Q David Nelson
0 area = 4,745 sq,. ft.
- 24.41
S 51004'03" W
NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300b- I THRU 20--300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES -
"MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A
SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL
ACCURACY CLASS "A-2" , VERTICAL ACCURACY CLASS 7-3" AND INTENDED TO BE
USED FOR SUBDIVISION APPROVAL.
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
4b, L.S. 15466 2-03-09
MICHAEL L. TARBELL REGISTRATION NO. DATE
EXISTING MONUMENT
EXISTING IRON PIN
CONCRETE MONUMENT TO BE SET
IRON PIN TO BE SET
EXISTING STONE WAIT.
EXISTING TREE
Town of
Montville
29'27„ E w
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M Ln Mortgage
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w
0
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Robin � Dana
St. Pierre
Seale 1" = 40'
0 20 40 80 120 160
•."I, --.,
conveyed
of Montville
a)
sq, f t.
h a n
t- e A
Patrick 4 Gina
R.odigou
N �� 0,466 acres P� y� s3 (10
a t
Lot 3
54,655 sq. ft. �'?; ��,. L = 39.27 ; N s� 419, �
�Gy c� R = 25. QQ p�� z u3 N h a rii p i
1.255 acres ` �`� °°� ��,, "'
�. L.ot 37 �, Mortga.
2Q,3Q6 sq. ft. t -
MA TC1- LINE, [] p( 0.466 acres� i.� im #4. b o
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SNE -5
O
Drainage 00 Lot 36 w
�R3 Easement ,�� o i...Ot 32 s� � �s
•G�, dry, �� 4 •� � �'► •'O/ � �
�"�' °h° 24,420 sq. f t, �` 26,865 sq,. f t.
s
00
dal
s
N 5, °x4140" E0.617 I acres °h�� 0.617 acres
O° 42:5 f'
y,
.3 ^i ii ,.'' ::.: s, g� �� �p S 54 (7 20 W
60
h O - ..,
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ot 33 3O �,
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t
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,` : ._ Conservation
0.672 acres
28 023 s o Fernandes
t,
f
Easement G,
(shriripri harimP+Pr) 0-643 acres �
S
890/3r4oY,
Lot 6 '
20,225 sq. ft.
0.464 acres
N 74007'31" W O�
195.00 tK
°0
Drainage
Easement
N 58057'33" W 5
------------•. �..• ��p
,25.00'
D 39003143" L 136.35, {p a
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MAP REFERENCE; "GAY HILL ROAD SUBDIVISION 120 GAY HILL ROAD MONTVILLE
CONNECTICUT MARTINET. COUCH Z ASSOCIATES LLC 96 SOUTH TURNPIKE ROAD
WALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS — ENGINEERS — ENVIRONMENTAL
CONSULTANTS JOB 26-234 DRAWING NUMBER 26-234 BASEMAP.DWG DATE 7-23-07
REV THRU 1 1-3Q-07 DRAWN BY DDL SCALE AS NOTED."
0 0 Elizabeth
Evans
S° oh660
27,
44'' cn
S � 5•
dV
.'
5 \
�O-
Q
cis �j 2
0
Lot 27
So9�1P�� \\iso 75,056 SCI,. ft, w
Lot 28 1,723 acres Elizabeth
\` 21,700 sq, ft. area exclusive Evans
X000.496 acres of access strip
.per r
69,941 sq,. ft.
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NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300b- I THRU 20 -300b -2O OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES -
''MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A
SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL
ACCURACY CLASS "A-2" , VERTICAL ACCURACY CLASS 7-3" AND INTENDED TO BE
USED FOR SUBDIVISION APPROVAL.
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
L.S. 15466 2-03-09
MICHAEL L. TARBELL REGISTRATION NO. DATE
'r't1" uX/1
Joan
0
v Sousa
See Sheet #4 For Legend
Hector
N
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r' f'rff/ ,/f�t� - . ..l : f� fr ,r'`.��//�f/f, ," e/t% //�!!�/��!�'}�`.� : � f�'��//_��/'i.�` � f!�`ffr�`'.�`'�'' ��l,�sr' �./' /!1/.!".f"'r ./,•�� ,rr �' .,.�f �. � �.�°' rA e� �. p^ ,�t ,y �'J ., J"� t �' ,r"`r�.r � , : r .� r r" ,f':�'r�`f''r ,r`..,r .� { ✓',r , , t' ,rt''f r'S� •�p'' n s . • r , .• i r• .,r �''.� .� .� : :�' f re' J .�°`t� r�' .e^; : r' .�'',� ,✓. r< , • t M ,�f r J' rr of eJ';,' ,'
t ,+ ' a•` �f ��f ,�,J r` f el .�nJr r .a a r'rr r r !' r' ,v' r" f r r r r ,' � + II � _
Parcel to be conveyed -� ,•)A _
� ;1
49047'17"E to the Town o Montville oo` � °� - 1�1A TC•�' � �... /�•l� � ''i � �
40' a{
�..�...�'(shaded area} .�;.. 2g� - - ;- �' t. ;..:�
are �ff. N 74007',51" W -�
a l z0 i..M., _
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1 �9 .:, � �'.�: : .`: • �;� Drainage - .,.i o u �
o � '•�: f:.5._ ����-� ;� L.OI � • 0 54z acres o
Q P1 QI fl i"1 I ::�=:.`:�:.. ��'�:•:::,:;:::;�::"�'�- ' o' Easement �
N ,
� r T ° a '���:_`� 31,256 sq,. f t• ;. 's.'��: o � >-
� � N 49047117 E � •�%cS` ii �. '�1-. ' 253'09 �'�`:�:=.;::::;.;�:... 0.7 18 acres ) ,G�rrrafr�4q�
�-- 2.87' o � �.3 ° 37' 19 r' � r 5 .. 3 � L�'a�ement w •�3 L o t z
�� L _ t 5.80 ► ��. . r• 3 og '
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�`,•:.), :��_,499 acres
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:; ��� ��' _ .�- �� 36,473 s t.
`�- �` 0.837 acres
And - -
®rivewa n Ut111t
y Y
e e I i
_ Ea S rn nt Over l� ® _
r of #
_Lot � 8
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0
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o Lot I
- f
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z1 s717 sq. ff.
,
Cres
it
{YI105.57'0 0
105.57
5534341 W2II. 151 n;
.:
I7
ion rust n
Oil
Ea ement I.-'"• �a.
,
,
(shaded erin ter1
Lot 24
f
� area — 105 054 s t. -�-
of I0
�, a• f
�... 36,576 s .
(O C % 0.88 acres
. ^ Open Space Lot 19
0.614 acresI0) 0
U
c.
0
Cr
area exclusive 105054 ff.
:f
9
71, z
E
473 acres
f p
Z. . 142 acres
�•
• —20016 09
:
:.r
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21.22
Total
V O
i
,
89, o
,., ..:.
's
30
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i 3/036118-
f
Lot Z3 tA CO
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rr 33l 23Z S�. • t• \
10 4
,
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° L 8. 03 11 _
..:..,.._ : — _ 5
r, •
, 44
F S
i ' •C
112 501
0.763
� : �t::..:;,:.:' ,� � •. L 7.64'Cres
_ Total 04 0
,
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(Hatched Area 42,670 sq. ff 2 3S . ft. � � 14 acre 0.49 acres
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Scale 1" -= 40`
0 20 40 80 120 160
MAP REFERENCE; "GAY HILL ROAD SUBDIVISION 120 GAY HILL ROAD MONNiLLE
CONNECTICUT MARTINEZ COUCH 0 ASSOCIATES LLC 96 SOUTH TURNPIKE ROAD
WALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS — ENGINEERS — ENVIRONMENTAL
CONSULTANTS JOE 26--234 DRAWING NUMBER 26--234 BASEMAP.DWG DATE 7—Z3-07
REV THRU I 1-30-07 DRAWN BY DDL SCALE AS NOTED."
4
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V , g?' �, =;i �t :3 � 305 V.51
•• r
See Sheet #4 For Legend
NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300b— I THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES —
"MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A
SUBDIVISION SURVEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL
ACCURACY CLASS "A-2" , VERTICAL ACCURACY CLASS "T-3" AND INTENDED TO BE
USED FOR SUBDIVISION APPROVAL.
TO MY KNOWLEDGE AND BELIEF, THIS MAP iS SUBSTANTIALLY CORRECT AS NOTED HEREON.
L.S. 15466 2-03-09
MI HAEL L. TA BELL REGISTRATION NO. DATE
�C
R
00
rn
v
Joan
Sousa
Gerard Z Mary
Gingras
Scale 1" = 100'
0 50 100 200 300
MAP REFERENCE; "GAY HILL ROAD SUBDIVISION I20 GAY HILL ROA.1
CONNECTICUT MARTINEZ. COUCH 0 ASSOCIATES LLC 96 SOUTH TURP
WALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS — ENGINEER
CONSULTANTS JOB 26-234 DRAWING NUMBER 26-234 BASEMAP.D`
REV THRU 11 —30-07 DRAWN BY DDL SCALE AS NOTED."
WITH SECTIONS
T STATE AGENCIES —
JECTICUT11 AS
1C. IT IS A,
; TO HORIZONTAL
IDED TO BE
T AS NOTED HEREON.
'es!5109
*TE
TESTHOLE DATA
rp- 1-1/ '/' � /r ,tj
i / '/ r 11 1 Test Pits Conducted By Richard Couch, PE & Peter TH 1
ol
e
Test Pits Conducted By Martinez -Couch Utz, General Contractor On Nov. 28, 2007. Pits
'k Hard Digging• 6811
Mar Z David Depth 11811
W
4,
I Associates In May 2007. Pits Were Hand Dug Were Machine Dug
'A"
53 No ledge
TP #201
Nelson TP #101
Stan TH 2 Hard Rock 4811
Mand- -10 Min 0-811 Topsoil Litter Leaves
f Perc Rate 1
k
'cop 01 If "I �' 1 11 1 11. -i , - `_.i " '% " -.1 . 0-1011 Topsoil 8-4211 Yellow Light Brown Fine Sand Some Silt depth 111"
Oipe
"J,
10-2411 Dark Brown Sandy Loom 42-70" Yellow Orange Grey Fine Sand Mod. Comp. Ne ledge
yr.24-36 Sand Trace Of Silt Some Silts
No Ledge No Mottling 70-7711 Yellow Olive Coarse Sand Some Cobbles TH 3
A
M.
In Place Hard Pon, Excavated Very Friable
Hard Rock 9 6611
TP #102 No Ledge Mottling ® 42" No Water RootsTo 50" Heavy Mottling 9 3011
Perc Rate 1-10 Min./in. Depth 134"
0-10 Topsoil TP #202
No Ledge
10-2011 Dark Brown Sandy Loom 0-811 Topsoil Utter Leaves
% Drainage Easement
SightlIne Easernenf -38 Sand Trace Of Silt B-3911 Yellow Fine Sand Some Silt Loose
10 TH 4
(Cross Hatched Area)
Scale 1No Ledge Na Mottling 39-41 White Olive Med. Sand Mod. Comp. Water 9 3611
I
" 40' hatched area)/
-72
41 White Coarse Sand Some Cobbles In depth 1301,
to be ac uric f ro�n
0 20 40 80 120 160
Frank H.
TP #103
Malloy Tr�sf ee Place Hard Pon Excavated Very Friable No Ledge
Pere Rate 10-20 Min./in. No Ledge Mottling 9 39" No Water Roots To 41
X tp.1F ;t TR, 21 0-10t
Topsoil
TH 5
10-2211 Light Brown Sandy Loom TP #203
Water o 7211
22-34 Sand Trace Of Silt 0-10 Topsoil Litter Leaves Depth 13211
-36 Yellow Fine Sand Some Silt
No Legde No Mottling 10 Na Ledge
36-41 of Yellow Olive Grey Med. Sand Some Silt
New stone wall to fie TP #104 41-77 Olive White Coarse Sand In Place Hard TH 6
Prec Rate 10-20 Min./In. Pon Excavated Very Friable No Water
Inid• existing walls using
11111br size stones. 0-10 Topsoil No Legde Mottling • 39" No Water Roots To 421, Depth 13211
F
k.10-2111Brown Sandy Loom No Ledge
-%I fh and height of wall 21-36" Sand Trace Of Silt TP #204
IT -'ch existing wall No Ledge Mottling e 241, 0-9 Topsoil Litter Leaves TH 7
Parcel "A"
9-3011 Yellow Olive Sand Some Silt Depth 13211
Land to be conveyed to
TP #105 30-4311 Yellow Olive Grey No Ledge
J
Frank H. Malloy Trusf6C Perc Rate 30-45 Min./in. 43-7411 Olive Medium Sand White Coarse Sand In
0-811
area = 0.361 acres: 15;740 sq. ft. 0 rril # Topsoil Place Hard Pon Excoved Very Friable
8-2211 Brown Sandy Loom No Ledge Mottling 30" No Water Roors To 41
(Parcel subject to slope hfs)
22-3611 Sandy Very Fine Sandy Silt Compact
Stand -
Parcel "V IS also subject Drainage
pipe # 2 No Ledge Mottling 9 2211 TP #205
Rights in favor of the Town o MoTdVIIIe A,, 0-711 Topsoi Utter Leaves
f
�T TP #106 7-28 Yellow Fine Sand Some Silt
-40
11L..ot Perc Rate 45-60 Min./In. 28-431, Yellow Orange Grey Medium Sand
0-811 Topsoil 43-7811 Olive White Coarse Sand In
P posed2E, 8-20 Brown Sandy Loom Place Hard Pon Excavated Very Friable
h (Typ.
20-3811 Sandy Very Fine Silt Compact No Ledge Mottling 9 28" No Water Roots To 43"
No Ledge Mottling * 2011
X
"Jessfca
Popoce
110� Frank Malloj
AA d e I I TP #107
Perc rate 10-20 Min
0-811 Topsoil
A.
./In.
Trust
8-2411 Light Brown Sand Loam
Sandy �K,
P 24-38 Sand Trace Of Silt, Mod. Comp.
X,
TH 1 No Ledge No Mottling
.. ....... . TP #108
Perc Rate 10-20 Min./in.
.......... . ... ... . ... ....... .. ........... U4
(A
........ o.- . re 0-10 It Topsoil
. ..... ..... .. ............. ......... ......
. ...... . ......
.. .......... ... .....
10-22 Light Brown Sandy Loom
. .. . ... ........ ............ .
22-3611 Sand Trace Of Silt Mod. Comp.
w near
........... I- -
"k,
. . ..... No Ledge No Mottling
10 W
W
Ro a _10 I
TP #100 (Test Pit Machine Dug)
(A %
0_81f Topsoil
......... . .
350
8-1611 Orange Brown Sandy loom
Lbif Iumit Stand- 11� 16-7711 Yellow Grey Sand, Silt, Trays Of
or
4kx8l Conc. Gallery C11"ring CW.) pipe # N, Very Fine Silt, Compact
For'�Roof Leaders Typ. J 4 77-9611 Coarse Sand Some Gravel, Loose
(See"Npte)
No Ledge Mottling 9 24" Seepage 9 2411
V __1QV
A-
ID
David Z Jolle %. V
tp 11
W I ke n i \ 1 ` i -. �p' 1
41 rH", Lof 3
N
0
N,
Street
4111 Ugh{,
A
/Foofing Drain S_ .0
Lo Z K
(bump Pump)
Town of
41_�t j
Stand- T�
Fw- 1
7 4 Lbl,, 35 e
Pipe('`17
T141
.X
4'
L
. . .. ............. Y -t
umit Olt , �: R)",
'\.m .... .... .... ..... . .
ng•
741 Ilk V
A A-14', Y,
'4 N
.0 ham
pion
IN
of 7
oo,
% orfgage
" f\ \ " i o
B 1�kf 10 'P, -
Prvente % L
r I - — I t k
y
7 (Ty
Qj
ry
MA T04 L INE _X N f �Oy # 7
I
lee, W"';
, �, K V P -w,: Pr, � �
-Ij - <i<1N
1 - 1 -
... ...... ....... . .. .....
TCP
.. ........
Drainag' Easement of
. . .........
0 ')1 P
Rob
..... ...... .. in Z Db (Cr utched Area)
t. Plerre I Y' -i.
03
7
........... ............... ....... . ...........
.. ....... ...... ... ...
Development Notes:
I. The Town of Montville Zoning Enforcement Officer and Wetlands Officer must be contacted for an 6. Sewer mains, sewer laterals and force mains must be approved pipe from See Sheet # I For Legend
inspection of the sediment and erosion control measures prior to the start of construction. Tables 2-k, Z -B and 2-D of the CT. Public Health Code's Technical Standards.
7. The drainage outlet and well or each proposed lot must be staked by a licensed NOTE: THIS SURVEY AND MAP HAS 'BEEN PREPARED IN ACCORDANCE WITH SECTIONS \\`'""""fill'/
Z. Markers shall be placed of the limits of the wetland areas on all lots f
ZO-300b- I THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES SITE GRADING AND DRAINAGE MAP
surveyor to ensure the required 25 feet seperaflng distance Is maintained, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
3. A Right to Drain agreement is to be signed by the property owner(s) of the properties to which ENDORSEDB�,IITIHIE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT ISA
Q
-9,
an easment Is required. 6. Proposed pools are above ground. SUBDIVI,0,40� //,BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL 9R BURLAKE [,,L.0
ACCO A' -,\WC -A ,BASED -311 AND INTENDED TO BE
Q-1 6 ,VERTICAL ACCURACY CLASS 'IT
4. Proposed Wells To Be Restricted To Under 10 Gallons".Per Minute Unless The Well Is Located 75' 9. Concrete galleries from roof leaders to be a minimum ZV downgradienf of U S E E� P P R OVA, L.
GAY HILL READ
From Any Sewer Line, 150' From A Sewerage Pump And 50' From Any Drain Or As Instructed By The building foundation and 75' from proposed well location. Cr"
le 51,
BELIEF, THIS MAP 15 SUBSTANTIALLY CORRECT AS NOTED HEREON.
TO
E �19.
011
Most Current Connecticut Health Code Guidelines MONTVILLE, CONNECTICUT
I. N 1 166
N
5. Proposed E -One Sewer Systems, Model Z-012: 150 Gallon HDPE Tank And Pump Package Per Town Of MAP REFERENCE; "GAY HILL ROAD SUBDIVISION IZO GAY HILL ROAD MONTVILLE
, CE URBEI..I.., HEINT4 Z k5soc** INC*
Moniville WPCA Requirements. Provide A Weep Hole In The Pump Chamber Manifold To Allow The CONNECTICUT MARTINEZ COUCH Z ASSOCIATES LLC 98 SOUTH TURNPIKE ROAD I'REVISION
L.S. 15466 Z-03-09 6-26-09
Effluent To Return, No Effluent Is To Remain In The Force Main. No Floor Drains To Be Installed In The Base- \NALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS - ENGINEERS ENVIRONMENTAL p01 7-27-09 CIVIL ENGINEERS — LNND SURVEYORS
Merit Or Garage CONSULTANTS JOB 26-234 DRAWING NUMBER 26-234 BASEMAP,DING DATE 7-23-07 MICHAEL L."TARBELE REGISTRATION NO. DATE
REV THRU 11-30-07 DRAWN BY DDL SCALE AS NOTED.7-z7-o9 1227 BURNSIDE AVE., SUITE 31 EAST HARTFORD, CT (660) 526- 1,
Parcel
to be conveyed
to the
Town of Montville
(shaded area)
area
546 sq. ft.
aol,. 0 .6,u
TESTHOLE DATA
rp- 1-1/ '/' � /r ,tj
i / '/ r 11 1 Test Pits Conducted By Richard Couch, PE & Peter TH 1
ol
e
Test Pits Conducted By Martinez -Couch Utz, General Contractor On Nov. 28, 2007. Pits
'k Hard Digging• 6811
Mar Z David Depth 11811
W
4,
I Associates In May 2007. Pits Were Hand Dug Were Machine Dug
'A"
53 No ledge
TP #201
Nelson TP #101
Stan TH 2 Hard Rock 4811
Mand- -10 Min 0-811 Topsoil Litter Leaves
f Perc Rate 1
k
'cop 01 If "I �' 1 11 1 11. -i , - `_.i " '% " -.1 . 0-1011 Topsoil 8-4211 Yellow Light Brown Fine Sand Some Silt depth 111"
Oipe
"J,
10-2411 Dark Brown Sandy Loom 42-70" Yellow Orange Grey Fine Sand Mod. Comp. Ne ledge
yr.24-36 Sand Trace Of Silt Some Silts
No Ledge No Mottling 70-7711 Yellow Olive Coarse Sand Some Cobbles TH 3
A
M.
In Place Hard Pon, Excavated Very Friable
Hard Rock 9 6611
TP #102 No Ledge Mottling ® 42" No Water RootsTo 50" Heavy Mottling 9 3011
Perc Rate 1-10 Min./in. Depth 134"
0-10 Topsoil TP #202
No Ledge
10-2011 Dark Brown Sandy Loom 0-811 Topsoil Utter Leaves
% Drainage Easement
SightlIne Easernenf -38 Sand Trace Of Silt B-3911 Yellow Fine Sand Some Silt Loose
10 TH 4
(Cross Hatched Area)
Scale 1No Ledge Na Mottling 39-41 White Olive Med. Sand Mod. Comp. Water 9 3611
I
" 40' hatched area)/
-72
41 White Coarse Sand Some Cobbles In depth 1301,
to be ac uric f ro�n
0 20 40 80 120 160
Frank H.
TP #103
Malloy Tr�sf ee Place Hard Pon Excavated Very Friable No Ledge
Pere Rate 10-20 Min./in. No Ledge Mottling 9 39" No Water Roots To 41
X tp.1F ;t TR, 21 0-10t
Topsoil
TH 5
10-2211 Light Brown Sandy Loom TP #203
Water o 7211
22-34 Sand Trace Of Silt 0-10 Topsoil Litter Leaves Depth 13211
-36 Yellow Fine Sand Some Silt
No Legde No Mottling 10 Na Ledge
36-41 of Yellow Olive Grey Med. Sand Some Silt
New stone wall to fie TP #104 41-77 Olive White Coarse Sand In Place Hard TH 6
Prec Rate 10-20 Min./In. Pon Excavated Very Friable No Water
Inid• existing walls using
11111br size stones. 0-10 Topsoil No Legde Mottling • 39" No Water Roots To 421, Depth 13211
F
k.10-2111Brown Sandy Loom No Ledge
-%I fh and height of wall 21-36" Sand Trace Of Silt TP #204
IT -'ch existing wall No Ledge Mottling e 241, 0-9 Topsoil Litter Leaves TH 7
Parcel "A"
9-3011 Yellow Olive Sand Some Silt Depth 13211
Land to be conveyed to
TP #105 30-4311 Yellow Olive Grey No Ledge
J
Frank H. Malloy Trusf6C Perc Rate 30-45 Min./in. 43-7411 Olive Medium Sand White Coarse Sand In
0-811
area = 0.361 acres: 15;740 sq. ft. 0 rril # Topsoil Place Hard Pon Excoved Very Friable
8-2211 Brown Sandy Loom No Ledge Mottling 30" No Water Roors To 41
(Parcel subject to slope hfs)
22-3611 Sandy Very Fine Sandy Silt Compact
Stand -
Parcel "V IS also subject Drainage
pipe # 2 No Ledge Mottling 9 2211 TP #205
Rights in favor of the Town o MoTdVIIIe A,, 0-711 Topsoi Utter Leaves
f
�T TP #106 7-28 Yellow Fine Sand Some Silt
-40
11L..ot Perc Rate 45-60 Min./In. 28-431, Yellow Orange Grey Medium Sand
0-811 Topsoil 43-7811 Olive White Coarse Sand In
P posed2E, 8-20 Brown Sandy Loom Place Hard Pon Excavated Very Friable
h (Typ.
20-3811 Sandy Very Fine Silt Compact No Ledge Mottling 9 28" No Water Roots To 43"
No Ledge Mottling * 2011
X
"Jessfca
Popoce
110� Frank Malloj
AA d e I I TP #107
Perc rate 10-20 Min
0-811 Topsoil
A.
./In.
Trust
8-2411 Light Brown Sand Loam
Sandy �K,
P 24-38 Sand Trace Of Silt, Mod. Comp.
X,
TH 1 No Ledge No Mottling
.. ....... . TP #108
Perc Rate 10-20 Min./in.
.......... . ... ... . ... ....... .. ........... U4
(A
........ o.- . re 0-10 It Topsoil
. ..... ..... .. ............. ......... ......
. ...... . ......
.. .......... ... .....
10-22 Light Brown Sandy Loom
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Development Notes:
I. The Town of Montville Zoning Enforcement Officer and Wetlands Officer must be contacted for an 6. Sewer mains, sewer laterals and force mains must be approved pipe from See Sheet # I For Legend
inspection of the sediment and erosion control measures prior to the start of construction. Tables 2-k, Z -B and 2-D of the CT. Public Health Code's Technical Standards.
7. The drainage outlet and well or each proposed lot must be staked by a licensed NOTE: THIS SURVEY AND MAP HAS 'BEEN PREPARED IN ACCORDANCE WITH SECTIONS \\`'""""fill'/
Z. Markers shall be placed of the limits of the wetland areas on all lots f
ZO-300b- I THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES SITE GRADING AND DRAINAGE MAP
surveyor to ensure the required 25 feet seperaflng distance Is maintained, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
3. A Right to Drain agreement is to be signed by the property owner(s) of the properties to which ENDORSEDB�,IITIHIE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT ISA
Q
-9,
an easment Is required. 6. Proposed pools are above ground. SUBDIVI,0,40� //,BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL 9R BURLAKE [,,L.0
ACCO A' -,\WC -A ,BASED -311 AND INTENDED TO BE
Q-1 6 ,VERTICAL ACCURACY CLASS 'IT
4. Proposed Wells To Be Restricted To Under 10 Gallons".Per Minute Unless The Well Is Located 75' 9. Concrete galleries from roof leaders to be a minimum ZV downgradienf of U S E E� P P R OVA, L.
GAY HILL READ
From Any Sewer Line, 150' From A Sewerage Pump And 50' From Any Drain Or As Instructed By The building foundation and 75' from proposed well location. Cr"
le 51,
BELIEF, THIS MAP 15 SUBSTANTIALLY CORRECT AS NOTED HEREON.
TO
E �19.
011
Most Current Connecticut Health Code Guidelines MONTVILLE, CONNECTICUT
I. N 1 166
N
5. Proposed E -One Sewer Systems, Model Z-012: 150 Gallon HDPE Tank And Pump Package Per Town Of MAP REFERENCE; "GAY HILL ROAD SUBDIVISION IZO GAY HILL ROAD MONTVILLE
, CE URBEI..I.., HEINT4 Z k5soc** INC*
Moniville WPCA Requirements. Provide A Weep Hole In The Pump Chamber Manifold To Allow The CONNECTICUT MARTINEZ COUCH Z ASSOCIATES LLC 98 SOUTH TURNPIKE ROAD I'REVISION
L.S. 15466 Z-03-09 6-26-09
Effluent To Return, No Effluent Is To Remain In The Force Main. No Floor Drains To Be Installed In The Base- \NALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS - ENGINEERS ENVIRONMENTAL p01 7-27-09 CIVIL ENGINEERS — LNND SURVEYORS
Merit Or Garage CONSULTANTS JOB 26-234 DRAWING NUMBER 26-234 BASEMAP,DING DATE 7-23-07 MICHAEL L."TARBELE REGISTRATION NO. DATE
REV THRU 11-30-07 DRAWN BY DDL SCALE AS NOTED.7-z7-o9 1227 BURNSIDE AVE., SUITE 31 EAST HARTFORD, CT (660) 526- 1,
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1. The Town of Montville Zoning Enforcement Officer and Wetlands Officer must be contacted for an . 6. Sewer mains, sewer laterals and force mains .
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NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE \NITH SECTIONS
Z. Markers shall be placed of the limits of the wetiond areas on all lots 7. The drainage outlet and well for. each proposed lot must be staked by a licensed ZO-300b- I THRU ZO-300b-ZO OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 4" 41 SITE GRADING AND DRAINAGE ,MAP
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surveyor to ensure the required Z5 feet seperating distance le maintained. "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS . , CIO I I �,.p I I I
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3. A Right to Drain agreement is to be signed by the property owner(s) of the properties to which '' ' . - - .. 9R BURL,4RE �,�.l
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an easment Is required. . ACCURACY C \\ , U " -NFRTICAL ACCURACY CLA55 `7-3" AND INTENDED TO BE
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USED FOIR�6ijB94-f6lot4i�'NO(P VAL, . I QA GAY HILL ROAD
.
9. Concrete galleries from roo leaders to be a minimum Z51 downgradlerif of . - I ,�j 1. 'N 1.0 % I,* Mf .
nufle Unless The Well Is Located 75' - I 1-1 - , Ill
4. Proposed Weils To Be Restricted To Under 10 Gallons Per Ml f -� . I, � _-,\ \ ell -11\__ _P - ". H0
-
eM� - O', 4
0 0 6 _1AEF I . It .", &r
d By The building foundation and 75' f rom proposed well location. . ...,
� - I *, � * ",
E D $ ��" '6 ,,
TO MY 1<64" � ' " " - �� g; il�
From Any Sewer Line, 150' From A. Sewerage Pump And 50' From Any Drain Or As Instrucie = .L � -'t -�s I,E'. ---j -, THIS MAP 15 SUBSTANTIALLY CORRECT AS NOTED HEREON. -o- MONTVILLE,
. r-. - _�,,�,,o-
. _�V? - I I 'i �p,-
�
Moat Current Connecticut Health Code Guidelines I �: 1. ,._ "ov : - - ,
- * zz 4fi474, All -1--li
. . 'll
::: , . ivo. - . 2: I "OWTO,
75� I .n 1� Z�
DPE Tank And Pump Package Per Town Of MAP REFERENCE; "GAY HILL ROAD SUBDIVISION IZO GAY HILL ROAD MONTVILLE . 7. '.. I I .. I I TARB4.1�l HEINT4 Z i�SSOC+* INC*
. 1
5. Proposed E -One Sewer Systems, Model ZOIZ: 150 Galion H I '. 11 � �, RE\/1810N
11 ,
Il- ,
e A Weep Hole In The Pump Chamber Manifold To Allow The CONNEC11CUT MARTINEZ COUCH Ili4 ASSOCIATES LLC 96 SOUTH TURNPIKE ROAD � I . � - " 1:§' L.S. 15466 Z-03-09 41L ENGINEERS — LAND SUR\IEYORS
Montville \,NPCA Requirements. Provid 11/11, � I- \\ CI\ , '�' 'I
,iiiiiii�"'
7"% 1\1� " , �" I
��
"
""
I
.1,
�
�
IV` - �,) " II, kl-li-t-i
" �
- ." r,�
�
1'� "I'
/ ,1I
I `
"I I
�,/I/k
/0( 11
Effluent To Return. No Effluent Is To Remain In The Force Main. No Floor Drains To Be Installed In The Base- NNINLLINGFORD, CONNECTICUT 06492 LAND ,,5URVEYORS - ENGINEERS - ENVIRONMENTAL —rikof- REGISTRATION NO. DATE 7-Z7-09
I CONSULTANTS JOB Z6 -Z34 DRA\NING NUMBER 26-Z34 BNSEMA,P,D\NG DATE 7-Z3-07 MICHAEL L. TA 6-7-09 1 2?_7 BUP,NSIDE AVE., SUITE 31 ENST HARTFOP,D, CT (660) 5Z5- I 6 I 0
Ment Or Garage I REV THRU I 1 -30-07 DRAWN BY DDL SCAll-E AS NOTED. 11 � . DATE: SCALE: DRAWN BY SHEET NO:
I
. I 1455.31-1 9-n-i-nQ I I 11 = 401 1 M.L.T. 1 6 of Z4 I
JOB NO.
I
IP
�t "n
M
LL00 (Cross HOJ�:hed Area)
Al
IT r
,Oropoeed 241 Wide 00
too
E
Lot 13
40
A )rlve (H 'ched
.4or
Area See Shei
C
#
0 NE
u0p #
Bar fl :s
04S
P
reventere
..................... TS 4? ------
yq J ob n
So' sq
U
VS SAN
q 0
y
rw Lot M f
tand-
pipe #
>1
L) >N
'7
I z
-4
4a
Lot
...........
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W If
AT
0
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#
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... ... ....
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e,
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7 i- - -
0 Lot Z 51
34
Ing Dra m
mp PU . .....
m 0
....... ... .. ........
. ............
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... . .... ..
/Pumpl
. ..... .. ....
.... ... ....
Footing al (Sur�p
......... ..
F271
...........
... ... ....
Lot 9
. ........ 44
........ . ............... AN
ITUmit Of
01wring Cryp.)
. ........ ......
.. ... ....
.......... sewer
U
f9rce main ...... . ... . .....
.. .......... .....
Lot I
Jba n
..... .... . . Lot 24
I I 'US
TP
......... . .
.. .... .....
............. .
. .. .......
...... .. .. ... .. ......
V)
(D
349.c) (10
.. ... ... ........
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A
TP 1P6
... ...... .
SAA
ell
>1 . ...... . . ....
0 t
1311 ry 19
pipe
41 x8' Conc. G
.............
For Roof Lead Typ, .... ...... . ...... .. .. ........ ...... .
....... ...
W
ell
(See Note) .... ....... .......
aim
.... ..... ... ..
.. ........
.... .. ... ....... . .. ........... ........ i. . ............ ....
.... .... . . ......... . . ...... ........
4
......... . ..... ..... ... .
4-
. ...... . e :3rd
Mary
........ ...
..... .......
Gingras
. ....... P6 nservat1ii
Conservation,
. . . ........
Drai Lof Z
JM . . ....... ent
Easement- N . . ..... ..... ........... ....... . .
A i Lot I I forc- e main sump P . ... ........ EaseM
...............
r /(Hatched Area)
(Hatched rce ma
..... .... .... ..... .....
.. ......... .... ..... . ............
. .............. f ...... ..... .. ... ........
Limit of
_P
Cwaring (TyO.)
. .........
...... .......
J�nsens
nc
0
.... ... ....
. ............. .. ........ .. ............... . . ............. . . ........
...... ....... . . ........ .......... .. .. . . . ........... .. Lot/ zz
.............
... .. . ...... . .......... .........
..... .....
00
....... . ... .....
.. ........ .....
sewer. ........... . . ......
....... . ....... elf, \force main
....... .... .
....... .... . 000,
.. . .......
... ... ....
Nant marsgia h Dra.
to9t], q
TP 0
.!L (86.rno .... ...........
. . ............
. ....... ..
.......... .. ......
... ........ ....... ..... . .......... . ..
.............
Ricky KIg garls .. .... .......... ... ........ 3 t rP 202
. .. .........
Rill
... . .... ....
......... ..... . ...... d
....... .. . .. . .... L ... .... I
. .. .... ...... 20) ...... ... ....
......... ....
ni
.......... ..
r
e sens Inc.
'3,........ .... ........ . .............. `P
... .......
340
. ...... TN 343�0
............
... . .........
........ ..... ..........
....... ..... .
340 .. ....... ...
j 714%
(3
-h Scale 1 40' c
160 ..... . .. .. ........
20 40 80 120
0
a ........
Lot 2 1 '
ns iinsens Inc,
K .. . ...... ........ ... ........ . .......
Consery n
Easernen
(Hatc Aii
. ......... .... .. ........... ..... .... ...
. ...........
.......... . .
Development Nofeii
6. Sewer mains, sewer,- erals-66d force mains must be approved pipe from See Sheef #I For Legend
1. The Town of Montville Zoning Enforcement OffIcer and Wetlands Off1cer must be.confacfed for an
inspection of the sediment and erosion control measures prior to the start of construction. Tables Z—A, Z—B 6-hd Z—D16f`_`the CT. e's Technical Standards,
7. The drainage outlet and well or each proposed lot must be staked by a licensed NOTE: THISAr-)9' VEY AND M D IN ACCORDANC',� %ITH SECTIONS
Z. Markers shall be placed of the limits of the wetland areas on all lots f ZO-300b- I -44RU ZO-300b-zeZO OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES SITE GRADING AND DRAINAGE KAIAP
surveyor to ensure the required 25 feet seperafing distance Is maintained. "MINIMUM STA PIA�,DS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
3. A Right to Drain agreement is to be signed by the property owner(s) of the propertles to which P�\ H EYORS, INC. IT 15 A,
Niv,
JYPONNECTICUT ASSOCIATION OF LAND SUP
6. Proposed pools are above ground. SUBDIV(�' y D ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL
an easment Is required. 4*K E 1%.�,C
CURAC �!�-VERTICAL ACCURACY CLASS "T -Y AND INTENDED TO BE
C USED.:�' FQ SUBD %14PROVAL.
4. Proposed Wells To Be Restricted To Under 10 Gallons Per Minute Unless The Well Is Located 75' 9. Concrete galleries from roof leadere to be a minimum Z5' downgradlent of GAY HILL ROAD
FromAny Sewer Line, 150' From A Sewerage Pump And 50' From Any Drain Or As Instructed By The building foundation and 75' from proposed well location,
19 A,"iiEF, THIS MAP 15 SUBSTANTIALLY CORRECT AS NOTED HEREON.
% N o
Most Current Connecticut Health Code Guidelines 0 MONTVILLE,
�p A' 0 cfzn- Q
Town Of MAP REFERENCE; "GAY HILL ROAD SUBDIVISION IZO GAY MILL ROAD MONTVILLE
C
c
5. Proposed E -One Sewer Systems, Model ZO 12: 150 Gallon HDPE Tank And Pump Package Per TARBEU., HEINT4 Z ASSOC+* INC*
Montville WPCA Requirements. Provide A Weep Hole In The Pump Chamber Manifold To Allow The CONNECTICUT MARTINEL COUCH 4 ASSOCIATES LLC 95 SOUTH TURNPIKE ROAD REV1810N
Effluent To Return. No Effluent lie To Remain In The Force Main. No Floor Drains To Be Installed In The Base- WALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS - ENGINEERS - ENVIRONMENTAL L.S. 15466 2-03-09 6-M-09 CIVIL ENGINEERS — LAND SURVEYORS
CONSULTANTS JOB 26—Z34 DRANNING NUMBER 26-234 BA.SEMAP.DWG DATE 7—Z3-07 MICAAEL L.TARBELL REGISTRATION NO. DATE 7-Z7-09
Ment Or Garage REV THRU 11 -30-07 DRAWN BY DDL SCALE AS NOTED.11 6-7-09 1227 BURNSIDE AVE., SUITE 3 1 EAST HARTFORD, CT (860) 5Z6-
161.17 Long En*'q*ncyj_.J T.r,
Spillway Retmf
With Modified Rip p
0
�04A- io:z
d � v ��
0-0 %
All
u
vtS 0 ✓
tY
Existing SMH
TF=321.0
Inv.=315.5
8- 7 -09
6_Z6_09
NO, BY DATE
00
in (0
CV
C14
11 PVI STA. 1 +00 N �i,
PVI ELEV.=323.85
cz
+2.92%
LVC- 100 K
_f 32111
nvi
1J0 i
2
0
TF�3211.5D I
FU447.15-l'
%
0
Jr
•
0) 0co" -
1+00 2+00
REVISION DESCRIPTION
0%
TF�332.?l
741 is
m
od +
00
LO co
0 111)
LO K)
+ r1*1
+
K)
Ile)
<
+
m
<
PVI STA. 4+00 r�
Lr) LO
PVI ELEV.=340.35
+5.5% LVC= 100' +2.0%
N
337.7
7
=328 84 in ut
C
47 P 3„ 5:92-
66 in T
T
20 F 5 IHDPEp 01.5
•
•
_R
1 Q
T
3+00 4+00
RHH RHH 1,ALT
DRAWN 1) E. 3 1 G N E. D C H E. C K E D
oz- I Z-09 14.55
APPROVED D A, TIE. PROJECT NO
e
u cn
PMH 41 Drpp
=3 0.97 1 - j__
II �4 0-6
In,c dt I I
nv.-3,31.0 S!
- --.. .K
V.* 3 9 2 5 It.
Scale 1" 40'
0 20 40 80 120 160
H
1 CP 61
T ;;�S,44
B -t7-
1-::4338.0
$MHI 5
!L HD ?E . ......... .
T=48.26
1 in 32
v;� 3- _-.4
It -11 -_11-1 1, W+ iINF- __.
Rn
5+006+00 7+00
TARBEIII...L, HEINT7. 4 ASSOCIATES INC*
SURVEYORS 4 CIVIL. ENGINEERS
I227 BURNSIDE AVENUE E. HARTFORD, CT.5UITE 31 860 528-1610
o 0.5
F6E344.
r, c vI C B!To,,CBH 161
__T2L 1 HD E 0 0,%Jf0j
M
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11 1
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C%4 03 8
4
TF;�_348.91
7
r"=Z14,7194-
342.74, i,o
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......
226LF8
fdsit
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. ..... __.FL=14290jin-j
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C
713
C -1A,
2 LF-�ITIZI H PE-'-*-,
r4
L
-1111.11_1_ . . ........... "'a
07A . ......
+
Fl.=�43.!35
1,
..........
0
S Q
_MH,0
00 TF?=34,8. 7
......
-in
J_v
, 33 76 E
104
in ou
F .25
4
+
�0
f
ai,
90
J
%L 1
111�_.� .1-1-__--,,
_!P_
Wli
6+00 9+00 10+00
PROPOSED ROAD
KAAHA04 N DRIVE PROFILE
HORIZ. 1 11= 401
VERT. P - 4'
MONTV1[J.E, CONNECTICUT
3 L 1151' HDPE 10.%.
_0«,'T0 313 Q16 11
5LF-10,`
jCB 111
1 59
3�0.$2
TFF
n, o u
�Of
356
sm�i, 7
I n. v4' 33,44 11 B. -J.
5. 1 119LIT 8
LO
to
00
+
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to
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9
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0
00
It
+
O)
r%_
STA. 8+25
PVI STA. 9+25
to)1I,LOPVI
g I �
LO 0
r*N
0
PVI ELEV.= 348.85 c.)
Q�
PVI ELEV.=347.85
In �
m
r%,
n
+ 5
+
0
+
HIGH
POINT =348.52 >�
EL
W LOW
POINT =348.10
l-_
+
11
too C
0 T-
-1.0%
(L W
LVC= 100' + 1.0%
0)
C
m
>
1",
-11 0
T_ 0
oIm _W
m
+2.0% -1.0%
LVC= 100'
. . ........
......
..... .... ...
T
rnr
7
M
1 CP 61
T ;;�S,44
B -t7-
1-::4338.0
$MHI 5
!L HD ?E . ......... .
T=48.26
1 in 32
v;� 3- _-.4
It -11 -_11-1 1, W+ iINF- __.
Rn
5+006+00 7+00
TARBEIII...L, HEINT7. 4 ASSOCIATES INC*
SURVEYORS 4 CIVIL. ENGINEERS
I227 BURNSIDE AVENUE E. HARTFORD, CT.5UITE 31 860 528-1610
o 0.5
F6E344.
r, c vI C B!To,,CBH 161
__T2L 1 HD E 0 0,%Jf0j
M
-4 ILF-1.1 51
I I
11 1
'Mr,
T
C%4 03 8
4
TF;�_348.91
7
r"=Z14,7194-
342.74, i,o
i
FL -
7
4�z aq_ ou
.... .. in
......
226LF8
fdsit
49'
. ..... __.FL=14290jin-j
-,""I .. ........... .. ...... . ......
C
713
C -1A,
2 LF-�ITIZI H PE-'-*-,
r4
L
-1111.11_1_ . . ........... "'a
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+
Fl.=�43.!35
1,
..........
0
S Q
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00 TF?=34,8. 7
......
-in
J_v
, 33 76 E
104
in ou
F .25
4
+
�0
f
ai,
90
J
%L 1
111�_.� .1-1-__--,,
_!P_
Wli
6+00 9+00 10+00
PROPOSED ROAD
KAAHA04 N DRIVE PROFILE
HORIZ. 1 11= 401
VERT. P - 4'
MONTV1[J.E, CONNECTICUT
3 L 1151' HDPE 10.%.
_0«,'T0 313 Q16 11
5LF-10,`
jCB 111
1 59
3�0.$2
TFF
n, o u
�Of
356
sm�i, 7
I n. v4' 33,44 11 B. -J.
5. 1 119LIT 8
w
-bop - '6v'\
00100�___
00000 :A
V_
Scale 1 40'
0 20 40 80 120 160
P=
0 U0
C-4 0 C'4 00
+00 +
D RIVE C� u')
PVI STA. 14+70
PVI E LEV. = 353.3 0 20*
i
rL W Lill
F+1 .070 LVC= 100 +3.0%
T_
0
J- "T
nvJ=347.
— _..
F,
Gr
ou
.344
370 350
3501 33
IN
+ cc
D
E
N
N I
D
-i SD3
yper
I In v.=, 5�.O
351.5
Q F
1 =3 8.55 1
L
0 0
J-
n.CB! 141 j -4
C
D
F
TF _»3.,..,..2 TrI 3� 1 .52 T", &TE 7
Tr•7- 3 3. 6
-7
iu
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7 1—- 1.11-- J �#i+M DE
4FL -46-04'
In
FL
219�ft2�
C
CB 13 C11 1-
A
4111 -F_
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5
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FL=3d-4.,"0 iri.1 out
J
T-77
E5
0 V_
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ITF 3
ism
f
In _F
z,3-! -1 - 0
v! =341
.96
._.._ ,w„ .:t.-S�.'. P---�-.,�, ..(... _..�«,..,r„� .�Q..,... ..�.-_.�'�,ry ...�'..,,.�..r.(�.,,.�._ :�-.'��-� E t�•� -x •�-�-� --~---r---~�ti"c,,.�°�..----�-`-z---f— t\y,. Ra_—�" ..-�.•.�._�.m.M._'_`-�__"_._�» �-,.v
12+00
8-7-09
6-26-09
NO. BY DATE
gm.
13+00 14+00
REVISION DESCRIPTION
•
co
,2
t
1-+ 1
15+00 16+00
RHI RHH MIJ
i
DRAO\hN DESIGNED CHECKED
oz- 12-09 1455
APPROVED DATE PROJECT NO
N_
Scale iff 40'
0 20 40 80 120 160
o(o
Lr)
+ Lo (D
C14 +
PVI STA. 3+00
Ed PVI ELEV.=340.66
F-1.07. Lvc= 100 —2.0i9_1
4
ii It
13 ip I I
17+00 0+00. 1+00 Z+00
TAR BELL, HEINTZ Z ASSOCIATES INC* PROPOSED ROAD
SURVEYORS � CIVIL ENGINEERS MONAHAN DRIVE 4 DENNIS DRIVE
1227 BURNSiDE AVENUE E. HARTFORD, CT,SUITE 31 860 528— 18 10 MONTVII.-I,-E, CONNECTICUT
. .... ....
e Cehte.dine 1 f i
0
+
Cq
16 v. --1'3 3 1 .
IN,
F L 33,6.0 ho
...... ...... ......
..... .....
20LF1 151'H PE, 01.51
,3+00
PROFILE
HORIX. I" - 40'
VERT. I' = 41
for
14
I
H il 7 1 1
B 2(bbl.
Fly ,34.:0 iri.odt
.. ...........
N
4+00 5+00
K.AN Z PROFII...E
MONAHAN DRIVE Z DENNIS DRIVE
0=33715
6+00.
SHEET OF SHEET`
II
94
Scale 1" = 40'
0 20 40 80 120 160
N. C14 0 rto�_
+
tO
• PVI STA. 2+70
PVI ELEV.=346.17 a. w
w LOW POINT = 346.42
—1.0% LVC= 100' +1.0%
0
+
a
Inc
00
GeipdO
F Ad
q4 V
00 +
% ?I% -A I
C C_
r1% CN
C44
-7
4
41
A
F'41
T CEI 10 Y EB3 8 o $T H 2'
K Kr il 0. 6 f A
MIT211
OX
+1.0% LVC= 100 1 —1.09
E01
No
547".0
Did' Z5 III
wl vo
5515"' , D E k�' 14 -OU 1113"F,DPF• 0.&% .1
5
. ......... . -11-1-1.1 -
JL
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. ..... 'US,
5,
—T
J,
4 -�O
7=12
No$
y �..IY .. i fS�! } � ^M T� ,� � it 2 ,,:w {{jf __� ,.
147 86
F�'�=342 E I FL=34. *02
+
6 1
.7'
,,F4r 42 T' 18 E'_ E' --t-'--
3 1 5 P i
7
..........
s H
6 Drop
........ ... .
M,
f
FP-:Ef34 '-,S
FL—3 iii oot In 36.0
nv,�R
nv.L-3,. 3.7, E S�
TM 2
6 tjN
5 . . ..... ..... _4
T:ft,
F =341 j39 18'HOPE W,
TF= 4 .45 .. .......
T
it
20LF 115 Q.5
..........
--Irw Aq
J 4 k -T- "" Nr
F-7 N, MM I I n
1-00 0+00 1 +00 Z+00 3+00 4+00 5+00 6+00
RHH RHH MLT To rb e.1 I HeIntZ Assocloies Inc.
DRAWN DESIGNED CHECKEED
8-7-09 SURVEYORS 4 CIVIL ENGINEERS
6-26-09 02-12-09 1455
NO. BY DATE REVISION DESCRIPTION APPROVED DATE PROJECT NO. 1227 BURNSIDE MJENUE E. HNRTFORD, CT.SUITE 31 860 525-1 810
. . ........ ...... .. ....
mc:
51 H 14
TF 1 15;
N
iv -r
j"
Scale 1 40'
0 20 40 80 120 160
D IE 4 0,6
......_
1 00
Ab
1_%
PROPOSED ROA�D
G1..EN Q...OSE
MONTY11I.J.-E, CONNECTICUT
3414.34 1
I
Inw.03.39.5
T-
rl-
1, j urr
+
lit
V)
lit
PVI STA. 4+60
PVI ELEV.=348.07 t�l
HIGH POINT = 347.82 Lw
17-
+1.0% LVC= 100 1 —1.09
E01
No
547".0
Did' Z5 III
wl vo
5515"' , D E k�' 14 -OU 1113"F,DPF• 0.&% .1
5
. ......... . -11-1-1.1 -
JL
-4-
__J
. ..... 'US,
5,
—T
J,
4 -�O
7=12
No$
y �..IY .. i fS�! } � ^M T� ,� � it 2 ,,:w {{jf __� ,.
147 86
F�'�=342 E I FL=34. *02
+
6 1
.7'
,,F4r 42 T' 18 E'_ E' --t-'--
3 1 5 P i
7
..........
s H
6 Drop
........ ... .
M,
f
FP-:Ef34 '-,S
FL—3 iii oot In 36.0
nv,�R
nv.L-3,. 3.7, E S�
TM 2
6 tjN
5 . . ..... ..... _4
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Scale 1 40'
0 20 40 80 120 160
Install Hay Bale
Parcel to be conveyed Sandwich Barrier
to the Town of Montville (See Sheet 2
For Detail) 08
(shaded area)
area 546 sq• ff.
qr i. t S knfl—
.........
TFaek-
ask
P
d
...... 77-
-,Prqp
_gggd 30' Long x I2'
W Wide Gravel Maintenance
Access Drive With 10'
Apron
Mary Z David
,1`10'red end, Nelson
7
�Arash Rick
z
Install Htg-,), BaleTrash
%
U Rack
Sandwtcp� l3arriert\ z W (.A
In Fronft�Qf Flared 't
Proposed Temporary Sediment
End (SeO $hO�ef 11 Basin With Perforated. Pipe Inlet
For Defall)l And Siltation Fence Baffle Ring
(See Sheet ZZ)
Sightline Easement
I Pond Maintenance:
(hatched area,)/ 1. Inspect Working Conditions Of
to be acqurley frorn Outlet Structure(e), Remove Accumulated Slits Arid
Frank H. Malloy Trustee 5% Debris Twice A. Year
J ? '0 2. Mow Basin Except Wet Pond At Least Twice Annually
I —,.,_-_Maintain Rip Rap Area At Inlet And Outlet Structures
Construct P Wide x Z' DeeR' L.4' 'lrl'bfall North American
With 3:1 Max. Slope Gross Swale. (.9011,
'Green SG 150 Erosion Control
Rein orce With North America'.n 0) BI'6nkef Or Approved Equal
Green Permanent Net Blanket 5250
Or Equal To Prevent $ofl Erosloh,
(T'y,Parcel "A" Land to be conveyed to Fencep Grading And Drainage Notes:
Frank H. Malloy Trust
area = 0.361 acres: 15�740 sq. ff. 71,
All Areas Are Graded To Provide Positive Drainage. Ponding On Any Pavements
(Parcel subject to slope hts) Will Be Cause For Removal And Replacement.
Parcel "A" Is also subject Dr In ^e -
Z. Areas With Slopes Steeper Than 3:1 Horizonfal:Verfical Shall Receive Jute ,Mesh
A,
Rights in favor of the Tow ck
IIAO 7emporary Stabilization.
I roposed Stockpile
'Area (Typ.)
etch Basins of\ 40 3. Start All Storm Drainage Work At The Lowest Point Downstream And Work
If
Upstream Through The System.
4. Clean Atli Structures Including Sumps And Conduits Upon Substantial
R p se
Ryan
• N ,,. �`Jesslca Completion. Storm Water Pipes And Structures To Be Leff Clean For Owner.
d e I I
Frank Malloy It .1,
P osed
Trust 5. All Work Shall Comply With Connecticut DOT Form 616 "Standards Specifications
"T
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7
5r') 0 N InefqII Anti—Track`"lee
J11
Lot I Prion To Developmen
lne� nti—Track On Piolposed Denni
41k,8 Cone. Gallery
Drive
ad Prior To Phase 11
Foe,Roof Leaders Typ,
(See Note)
Devel4pment On
I
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'COT
e
_y -1 , - I . "I . � 1-17::, i
David I I I
91
Z Jo�le S I ,
For Roads bridges And Incidental Construction" Latest Edition As A Minimal
Acceptable Standard.
6. Indicated Underground Utilities Are Based On Actual Field Locations, Owners
Comments, Avallobe Notes And Mapping By Others. The Locations Are Approximate
And All Utilities May Not Be Shown. Prior To Any Construction The Contractor Shall
Call 1-500-922-4455 And Have All Utilities Marked On The Ground.
VNIII Ken i 1V
L r k 4 } ' }'r
INII. o
Lot 2
MW
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VA T"04 L INE
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t_ AV 162
led
MAP REFERENCE; "GAY HILL ROAD SUBDIVISION 120 GAY HILL ROAD MONTVILLE
CONNECTICUT MARTINEZ. COUCH 0 ASSOCIATES LLC 96 SOUTH TURNPIKE ROAD
WALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS — ENGINEERS — ENVIRONMENTAL
CONSULTANTS JOB 26-234 DRAWING NUMBER 26-234 BASEMAP.DNNG DATE 7-23-07
REV THRU 1 1 —30-07 DRAWN BY DDL SCALE AS NOTED."
0
12 N
4;-,
IN
N,
Town of
" o 3d
I CV, It tr
AA!
.............
A
yo-
..........
4k 't
...........
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_V
7
Development Notes:
1. The Town of Montville Zoning Enforcement Officer and Wetlands Officer must be contacted for an
inspection of the sediment and erosion control measures prior to the start of construction.
Z. Markers shall be placed of the limits of the wetland areas on all lots
3. A Right to Drain agreement is to be -signed by the property owner(s) of the properties to which
an eaement Is required.
1
champion
0 V 9
k/Morfqlage
�1_ J9
T # 4
I/X.,I
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V_
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0
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NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300b— I THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES —
"MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT 13 A,
SUBDIVI�101" RV�/y BASED ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL
"I
A, C C U ti Z VERTICAL ACCURACY CLASS 7-3" AND INTENDED TO BE
USED~ fMiN'SUJ1'1 J;6 APPROVAL.
T O_� KYi K N 0 ED E,A�A�D,%BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
>
L.S. 15466 2-03-09
MI HAE"111T'AWBELL REGISTRATION NO. DATE
1455.31 2-03-09 1 11 40
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MAP REFERENCE; "GAY HILL ROAD SUBDIVISION 120 GAY HILL ROAD MONTVILLE
CONNECTICUT MARTINEZ. COUCH 4 ASSOCIATES LLC 95 SOUTH TURNPIKE ROAD
"WALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS — ENGINEERS — ENVIRONMENTAL
CONSULTANTS JOB 26-234 DRAWING NUMBER 26-234 BASEMAP.DWG DATE 7-23-07
REV THRU I 1-30-07 DRAWN BY DDL SCALE AS NOTED."
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Development Notes:
I. The Town of Montville Zoning Enforcement Officer.,and Wetlands Officer must be contacted for an
inspection of the sediment and erosion control measures prior to the start of construction.
Z. Markers shall be placed at the limits of the wetland areas on all lots
I
3. k Right to Drain ,a . greement is to be signed by the property owner(s) of the properties to which
an easment Is required. .
NOTE: THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300b- I THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES -
"MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT 13 A,
SUBDIVISION\,�W 9,,Y,EY BASED ON A, DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL
AlCCURAqy\\, 'I-- ,leg" 'i , VERTICAL ACCURACY CLASS 7-Y AND INTENDED TO BE
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U 5 E D �Ajp A y , - /_1 APPROVAL.
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Blanket Or Approved Equal �,,� \ -
MAP REFERENCE; "GAY HILL ROAD SUBDIVISION IZO GAY HILL ROAD MONTVILLE 1. The Town of Montville Zoning Enforcement Officer and Wetlands Officer must be contacted for an NOTE: THIS, �,,� VEY AND M� D IN ACCORDAI`��&\NITH SECTIONS
CONNECTICUT MARTINEZ COUCH 4 ASSOCIATES LLC 98 SOUTH TURNPIKE ROAD 20-300b -I "T RU ?_O-,3O0b-QO OF THE REGULATIONS OF CONNECTIC STATE AGENCIES - / EROSION AND SEDIKAENTATION KAN
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inspection of the sediment and erosion control measures prior to the start of construction. 'i I dodu, I
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WALLINGFORD, CONNECTICUT 06492 LAND SURVEYORS - ENGINEERS - ENVIRONMENTAL "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" A'S , ". AV, I
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CONSULTANTS JOB Z6-234 DRAWING,NUMBER Z6-234 BASEMAP.Dl DATE 7-Z3-07 ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT 15 A, . I . I IDOO �
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f 11 lots SUBDIVI�10N - VEY BASED ON A DEPENDENT RESURVEY, CONFORMING TO HOR17-ONTA,L ! S% . ,
2. Markers shall be placed of the limits o the wetland are , , W 9R BURLAKE �.�.0
-30-07 DRAWN BY DDL SCALE AS NOTED. , -- If/ . - .
REV THRU I I . - I., , . �.
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3. k Right to Drain agreement Is to be signed by the properf\j owner(s) of the properties to which '54i - I I a a GAY HILL ROAD
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an easment is required. �,&-," 11 j4v- �
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TO jyy --k N��t, -, 11z. j -'NQ ZELIEF, THIS MAP 15 SUBSTANTIALLY CORRECT A$ NOTED HEREON. S.':0 % No.12014 ,,* i I,'
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. I - CIVIL ENGINEERS — UND SURVEYORS
"" "t1j%06E_,, ' DATE 84, 09
MICHAEL . LL REGISTRATION NO.
� . � 1227 BURNSIDE 9,VE., SUITE 31 EAST HARTFORD, CT (660) 525- 1 5 I 0
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. Ir I . 1455.31 Z-03-09 1 if = 401 M.L.T. 16 of Z4
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NOTE:
k GRADING RIGHT TO BE OBTAINED FROM CURRENT
DWNER OF 150 GAYHILL ROAD, MONTVILLE, CT
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4+40 f llt�U
EXISTING AREA TO BE RE -GRADED
`4 AVERAGE 2 FT.
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FRANK H, MALLOY TRUSTEE
l 150 GAY FALL ROAD
VOL. 453 P. 639
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GRADING AND MAINTENANCE EASEMENT TO BE
GRANTED TO 9R BURLAKE RD LLC.
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? ..,! -... rt - \:�'. •. .t:, - . �, tia. . �d i , . G:'.1'1 l!. _ .. _ ., ""- _ __ Ah%w � /►a.a•g... •a• dotes. fT /RIe.TAA f
4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50
0+40
48 0 24) 40 80
3.75 FT. EYE HEIGHT
Eft
( IN 1 ZET )
I inch = 40 ft.
3.75 FT, EYE HEIGHT
180
3
32
32
32
31
31
31
31
31
30
30
30
30
30
29
29
29
29
29
2
25
25
DA PLEA'
26
4 -
2 F5-
5 --�—
35'
4
I NG AR TO
-40 Mr -2
1=
0
8 EXISTING GRADE
6 �
4 �
2
0
6
4
2
Q
fi
4
Lo 00 g ptp *^� O ® Q1 P� K7i 00 LD
M M M M M td7 M t� M M M M N N cq N N
0+00 0+50 1+00
7 +50 2+00
2+50 3+00
3+50 4+00
4.5 FT. OBJECT
HEIGHT
0+00 0+50 1+00
7 +50 2+00
2+50 3+00
3+50 4+00
4.5 FT. OBJECT
HEIGHT
TERMINAL ELEMENT, PARTIALLY
BELOW GROUND
CONCRETE END ANCHOR
METAL BEAM RAIL (TWISTED 90')
WORKING POINT—"`A---�
11' APPROXIMATE
INE GUIDE RAIL EXTENDED
AY LIMIT ANCHORAGE TYPE
1 • •i l 'A' / �-•- SLOPE UNE UNDER RAIL
14.1
�. A
EXCAVATE AND BACKFILL
[PRECAST OR CAST IN PLACE
WITH SMOOTH SIDES
TABLE 'A'
CURVATURE (DEGREE OR RADIUS)
POST SPACING
LESS THAN 26'(220 RAD. OR MORE)
12'-6"
219' TO 111'
6'--3"
110' TO 76'
4'-2"
75' TO 50'
B
LESS THAN 50'
USE NOT RECOMMENDED
**FOR CURVES WITH RADII OF 150' OR
LESS ALL RAIL MEMBERS SHALL BE
FABRICATED TO THE PROPER RADIUS
f— SHOULDER BREAK
LAP IN DIRECTION OF
12'-6'
PLAN
12'• 6" TYPICAL POST SP
**NOTE: FOR ANCHORAGE DETAILS SEE
CONNECTICUT DEPARTMENT OF
TRANSPORTATION STANDARDS SHEET 911.
FOR METAL BEAM RAIL HARDWARE SEE
STANDARD SHEET 910.
5/16" DIA. 1-1/2" HEX
HEAD STEEL FULL BODY SOLT
WITH 5/8" UNTHREADED AND
NUT. 4,000 LB. MIN., 5,400
LB. MAX TEN. SIR.
PIPE ac. FITTINGS,
INCLUDING THE
TRAP SHALL BE CAST
IRON OR
SCHED. 40 PVC USING 4"
RETURN
BEND & STREET TEE
WYE'S
PIPE & FITTING
DOWNSTREAM FROM TRAP
SHALL BE SDR 35
FIGURE 1
36" MIN. COVER
NG SEWER, 4" MINIMUM
OUTSIDE TRAPS
NOT TO SCALE
MUSHROOM VENT CAP
A. GASKET SCH. 40 PVC
TO SDR 35 ADAPTER
B. CONNECTION USING
FERNCO TYPE FITTINGS
18" MIN.
CLEANOUT (TYP.)
FINISH GRADE
6" MINIMUM COVER
12" MAXIMUM COVER
PAY LIMITS ,IVIETAL
K
JEAM RAIL (TYPE R-1) ----'- —�'
CLEANOUT (TYP.)
SPLICE BOLTS .
RAIL ELEMENT TYPICAL RAIL MOUNTING
SPLICE BOLT 8 PER
PVC TO SDR 35 ADAPTER
'
B
JOINT
It
B CONNECTION USING
y'�`•"
FERNCO TYPE FITTINGS
27"
" CLEANOUT (TYP-) FINISH GRADE
BEARING CLAMP
MIN. 6" MINIMUM COVER
�
12" MAXIMUM. COVER
�w
,�` 2" NOMINAL ►� APPLY FACE OF RAIL
5/8" � HOLE FOR 1 j2" �
SUPPORT BOLT, 1-1
��;
GROUND UNE"""' 11 ELEMENT 12" FROM
24
/2"
LG. 2 NUTS NO WASHER.
Ij►
' i
I ROADWAY.
TRAP S EAI.,
1=�
"I"
`�
�iI
2R MIN., 4" MAX.
(NO SUPPORT BOLTS IN
PIPE & FITTINGS TO BE IN
t'
ACCORDANCE WITH THE
`
I"
`
1/4" X 8" X 24"
STEEL PLATE
LAST 3 POSTS ADJACENT
TO CONCRETE ANCHOR.)
I
TYPICAL PAST I�
I
�
**NOTE: R—I END ANCHORAGE TYPE 11
WILL BE WHERE NARROW OPENINGS ARE
REQUIRED ALONG THE GUIDE RAILING
ALIGNMENT, SUCH AS DRIVES OR
ELEVATION
BARWAYS AND THEN ONLY WHERE
APPROPRIATE GRADING FOR TYPE I
WOULD NOT BE PRACTICABLE
CONN. DOT METAL BEAM -RAIL
R._I AND END ANCHORAGE TYPE
NOT TO SCALE
PIPE ac. FITTINGS,
INCLUDING THE
TRAP SHALL BE CAST
IRON OR
SCHED. 40 PVC USING 4"
RETURN
BEND & STREET TEE
WYE'S
PIPE & FITTING
DOWNSTREAM FROM TRAP
SHALL BE SDR 35
FIGURE 1
36" MIN. COVER
NG SEWER, 4" MINIMUM
OUTSIDE TRAPS
NOT TO SCALE
MUSHROOM VENT CAP
A. GASKET SCH. 40 PVC
TO SDR 35 ADAPTER
B. CONNECTION USING
FERNCO TYPE FITTINGS
18" MIN.
CLEANOUT (TYP.)
FINISH GRADE
6" MINIMUM COVER
12" MAXIMUM COVER
MUSHROOM VENT CAP
CLEANOUT (TYP.)
A. GASKETED SCH. 40
5, —Q"
PVC TO SDR 35 ADAPTER
\f/\\/%
\ \
B
B\�f�\
It
B CONNECTION USING
y'�`•"
FERNCO TYPE FITTINGS
" CLEANOUT (TYP-) FINISH GRADE
MIN. 6" MINIMUM COVER
12" MAXIMUM. COVER
�w
PIPE ac. FITTINGS,
INCLUDING THE
TRAP SHALL BE CAST
IRON OR
SCHED. 40 PVC USING 4"
RETURN
BEND & STREET TEE
WYE'S
PIPE & FITTING
DOWNSTREAM FROM TRAP
SHALL BE SDR 35
FIGURE 1
36" MIN. COVER
NG SEWER, 4" MINIMUM
OUTSIDE TRAPS
NOT TO SCALE
MUSHROOM VENT CAP
A. GASKET SCH. 40 PVC
TO SDR 35 ADAPTER
B. CONNECTION USING
FERNCO TYPE FITTINGS
18" MIN.
CLEANOUT (TYP.)
FINISH GRADE
6" MINIMUM COVER
12" MAXIMUM COVER
PIPE & FITINGS,
INCLUDING THE
TRAP SHALL BE CAST
IRON OR
SCHED. 40 PVC USING 4"
RETURN
BEND & STREET TEE
WYE'S
FIGURE 2
PIPE 8c FITTING
DOWNSTREAM FROM TRAP
SHALL BE SDR 35
36" MIN. COVER
4" MINIMUM
SQUARE WASHER
3/8"
6-1/2
'—
5/8* 0 HOLE FOR 1/2- 0
SUPPORT BOLT, 1-1/2"
LG. 2 NUTS 'NO WASHER.
(NO SUPPORT BOLTS IN
LAST 3 POSTS ADJACENT
TO CONCRETE ANCHOR.)
TYPICAL RAIL MOUNTING
5/16" DIA. 1-1/2" HEX
HEAD STEEL FULL BODY BOLT
WITH 5/$" UNTHREADED AND
NUT. 4,000 LB. MIN., 5,400
LB. MAX TEN. STR«
........ 13"
-- STANDARD MANHOLE
FRAME AND COVER
�— ADJUST TO GRADE WITH
COURSES OF BRICK
coE u FLAT SLAB TOP
a RE --CAST CONCRETE MANHOLE
• STRUCTURE WITH FLEXIBLE BOOTS
FOR PIPE CONNECTIONS
d. ,4• r
A«. a .....`..y„s
PROCESSED COARSE It: °' : : ; : •.•a•f ' _ —
AGGREGATE
"cy
SLOPE AS SPECIFIED
ON PLANS 12"
STABILIZED UNDISTURBED
EARTH
VERTICAL SECTION
STANDARD SHALLOW SANITARY MANHOLE
STANDARD MANHOLE
FRAME AND COVER
a
PROCESSED COARSE N
AGGREGATE --- �-
STABILIZED UNDISTURBED
EARTH
: x RE—CAST CONCRETE MANHOLE
ct> < STRUCTURE WITH FLEXIBLE BOOTS
�+� •-' FOR PIPE CONNECTIONS
;,•• c� tiles O
2'-0" DIA. t :
WALL THICKNESS
8~ FOR MANHOLES TO 10' DEPTH
A A 12" FOR MANHOLES OVER 10' DEPTH
a., ROUNDED ENTRANCE
w �--#-- TO EFFLUENT PIPE
. • . , + , ---�- AS SHOWN
PROCESSED COARSE x .'.:. ;,: . ; , • :' . „• SECTION A --A
AGGREGATE `y "• ' ' '
" SLOPE
SECTION B—B
""",OLE STEP,
12" O.C.
JNES FOR
vrtrt JUNCTION
NOTE
SLOPE AS SPECIFIED 12"
ON PLANS 6 ALL MANHOLE STEPS TO BE COPOLYMER
STABILIZED UNDISTURBED
4'-0" FOR 8" SDR35 PIPE POLYPROPYLENE PLASTIC STEEL REINFORCED.
EARTH
VER11CAL SECTION
SHALLOW SANITARY MANHOLE
VENT FITTING UP ,"': A. GASKET SCH. 40 PVC
THROUGH THE ROOF TO SDR 35 ADAPTER
VENT, MINIMUM ONE—HALF
B. CONNECTION USING
THE DIAMETER OF THE
FERNCO TYPE FITTINGS
BUILDING DRAIN
`tf' CLEANOUT (TYP.) FINISH GRADE
"'Y' 6" MINIMUM COVER
CLEANOUT (TYP.)
12" MAXIMUM COVER
.1z,:
MAx 3s~ MIN. COVER
A ORBBUILDING SEWER, 4 MINIM
TRAPS
2" MIN., 4" MAX.
PIPE & FITTINGS TO BE IN ;; ;:,;; PIPE & FITTING
ACCORDANCE WITH THE ��� �:v.; DOWNSTREAM FROM TRAP
<.,�:,.
CONNECTICUT BUILDING CODE ?°} £.'. SHALL BE SDR 35
FIGURE 1
INSIDE TRAPS
NOT TO SCALE
NOT TO SCALE
VENT, MINIMUM ONE-HALF THE
DIAMETER OF THE BUILDING DRAIN
MAX�
CLEANOUT (TYP.)
5, —Q"
\f/\\/%
\ \
B
B\�f�\
It
MAX
PIPE & FITINGS,
INCLUDING THE
TRAP SHALL BE CAST
IRON OR
SCHED. 40 PVC USING 4"
RETURN
BEND & STREET TEE
WYE'S
FIGURE 2
PIPE 8c FITTING
DOWNSTREAM FROM TRAP
SHALL BE SDR 35
36" MIN. COVER
4" MINIMUM
SQUARE WASHER
3/8"
6-1/2
'—
5/8* 0 HOLE FOR 1/2- 0
SUPPORT BOLT, 1-1/2"
LG. 2 NUTS 'NO WASHER.
(NO SUPPORT BOLTS IN
LAST 3 POSTS ADJACENT
TO CONCRETE ANCHOR.)
TYPICAL RAIL MOUNTING
5/16" DIA. 1-1/2" HEX
HEAD STEEL FULL BODY BOLT
WITH 5/$" UNTHREADED AND
NUT. 4,000 LB. MIN., 5,400
LB. MAX TEN. STR«
........ 13"
-- STANDARD MANHOLE
FRAME AND COVER
�— ADJUST TO GRADE WITH
COURSES OF BRICK
coE u FLAT SLAB TOP
a RE --CAST CONCRETE MANHOLE
• STRUCTURE WITH FLEXIBLE BOOTS
FOR PIPE CONNECTIONS
d. ,4• r
A«. a .....`..y„s
PROCESSED COARSE It: °' : : ; : •.•a•f ' _ —
AGGREGATE
"cy
SLOPE AS SPECIFIED
ON PLANS 12"
STABILIZED UNDISTURBED
EARTH
VERTICAL SECTION
STANDARD SHALLOW SANITARY MANHOLE
STANDARD MANHOLE
FRAME AND COVER
a
PROCESSED COARSE N
AGGREGATE --- �-
STABILIZED UNDISTURBED
EARTH
: x RE—CAST CONCRETE MANHOLE
ct> < STRUCTURE WITH FLEXIBLE BOOTS
�+� •-' FOR PIPE CONNECTIONS
;,•• c� tiles O
2'-0" DIA. t :
WALL THICKNESS
8~ FOR MANHOLES TO 10' DEPTH
A A 12" FOR MANHOLES OVER 10' DEPTH
a., ROUNDED ENTRANCE
w �--#-- TO EFFLUENT PIPE
. • . , + , ---�- AS SHOWN
PROCESSED COARSE x .'.:. ;,: . ; , • :' . „• SECTION A --A
AGGREGATE `y "• ' ' '
" SLOPE
SECTION B—B
""",OLE STEP,
12" O.C.
JNES FOR
vrtrt JUNCTION
NOTE
SLOPE AS SPECIFIED 12"
ON PLANS 6 ALL MANHOLE STEPS TO BE COPOLYMER
STABILIZED UNDISTURBED
4'-0" FOR 8" SDR35 PIPE POLYPROPYLENE PLASTIC STEEL REINFORCED.
EARTH
VER11CAL SECTION
SHALLOW SANITARY MANHOLE
VENT FITTING UP ,"': A. GASKET SCH. 40 PVC
THROUGH THE ROOF TO SDR 35 ADAPTER
VENT, MINIMUM ONE—HALF
B. CONNECTION USING
THE DIAMETER OF THE
FERNCO TYPE FITTINGS
BUILDING DRAIN
`tf' CLEANOUT (TYP.) FINISH GRADE
"'Y' 6" MINIMUM COVER
CLEANOUT (TYP.)
12" MAXIMUM COVER
.1z,:
MAx 3s~ MIN. COVER
A ORBBUILDING SEWER, 4 MINIM
TRAPS
2" MIN., 4" MAX.
PIPE & FITTINGS TO BE IN ;; ;:,;; PIPE & FITTING
ACCORDANCE WITH THE ��� �:v.; DOWNSTREAM FROM TRAP
<.,�:,.
CONNECTICUT BUILDING CODE ?°} £.'. SHALL BE SDR 35
FIGURE 1
INSIDE TRAPS
NOT TO SCALE
NOT TO SCALE
VENT, MINIMUM ONE-HALF THE
DIAMETER OF THE BUILDING DRAIN
FIGURE 2
STAINLESS STEEL, ALUMINUM OR OTHER
APPROVED CORROSION RESISTANT
SCREEN—PROTECTED VENT OUTLET
630
CLEANOUT (TYP.) FINISH GRADE
MIN6" MINIMUM COVER
12" MAXIMUM COVER
36" MIN, COVER
A OR B BUILDING
PIPE & FITTING
DOWNSTREAM FROM TRAP
SHALL BE SDR 35
MINIMU
A. GASKET SCH. 40 PVC
TO SDR 35 ADAPTER
B. CONNECTION USING
FERNCO TYPE FITTINGS
NtJT�� AND D�TAI .
e
• 9 �Y• I��i+T � �e Qy��
REVISION �
6-z6—o9 �IVII.� ENGIhI��RS �• l...AND Sl�! `J
8-7-09 l 227 BIJRNSIDE AVE., SUITE 3 I EAST HARTFORD, CT (860) 5,28- 1810
JOB NO. DATE: SCAtrE: DRAWN BY SHEET N0:
CLEANOUT (TYP.)
5, —Q"
It
MAX
�w
DRAIN
TRAP S EAI.,
_
2R MIN., 4" MAX.
PIPE & FITTINGS TO BE IN
ACCORDANCE WITH THE
CONNECTICUT BUILDING CODR
FIGURE 2
STAINLESS STEEL, ALUMINUM OR OTHER
APPROVED CORROSION RESISTANT
SCREEN—PROTECTED VENT OUTLET
630
CLEANOUT (TYP.) FINISH GRADE
MIN6" MINIMUM COVER
12" MAXIMUM COVER
36" MIN, COVER
A OR B BUILDING
PIPE & FITTING
DOWNSTREAM FROM TRAP
SHALL BE SDR 35
MINIMU
A. GASKET SCH. 40 PVC
TO SDR 35 ADAPTER
B. CONNECTION USING
FERNCO TYPE FITTINGS
NtJT�� AND D�TAI .
e
• 9 �Y• I��i+T � �e Qy��
REVISION �
6-z6—o9 �IVII.� ENGIhI��RS �• l...AND Sl�! `J
8-7-09 l 227 BIJRNSIDE AVE., SUITE 3 I EAST HARTFORD, CT (860) 5,28- 1810
JOB NO. DATE: SCAtrE: DRAWN BY SHEET N0:
350
348
346
344
342
34.0
338
.336
334
332
330
328
326
.324
322
320
318
316
314
312
310
308
306
304
302
DATUM AWS'
300.00
2
m
j
t
PROP--,O.SED.Ii-5�'�'W:IDE"''k V HIGHj""
--------- ---- . .... ... 2
RT
:IZ.,A HENOBERM t
-PRPROPY-P, WjQ
SWALE ARE'1A
—EXIc TING GRADE
GRE, UT 0 4ANK BT4, S
EN ME
ERMANIFIS
0 ---ARPR, 1EE)"i
Fk' OV EQU, AL:
R,
3
PROPOSED 8 1M SDR35
SANITARY SIMER PIPE
OSED DETENTION ROND--�Vl
ft I- N 0 to
r-� � 4
C\l N
W*r%jv
1+150
1+60
4
1 i 1 i
x3 -2x3'-1" STEEL FLAT 3"
g 0 x 4 LG. HEADED
w - TYPE STUD ANCHOR
-�`�c
�
TYP.
NOJES:
\G3 j x 2—fix--"ZANGLES `�� �
1'-7-5 LONG *11 �. .Q STEEL
it
PLAN 31" 31" na FO ALL METAL UNITS SUBJECT TO
Tra3'--1_ -
MANUFACTURING TOLERANCES.
3'_- .s...{ ONLY LOW HYDROGEN ELECTRODES SHALL
t = BE USED.
k"---14"xA STRAP L4" MAX 1 DIMENSIONAL TOLERANCES MAY BE
ANCHORS 6 LONG *1/16 ".
.r-.- STUD ANCHOR 3,_a"
LONGITUDINAL SECTION 7 SPACES
ALTERNATE"=2►-4" 0 �fy WELDING WILL BE PERFORMED IN
M
TRANSVERSE SECTION
STEEL FRAME
3'-2— AT TOP
V-4 AT TOP ,I
®.
o
1 4" _.
,- ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR ROADS, BRIDGES
AND INCIDENTAL CONSTRUCTION.
1"
2
*0 ROUND BARS x1-2 END
TRANSVERSE BAR
"x4" BEARING BAR
Y
"x1-2 END SLOTTED HOLE FOR
TRANSVERSE BAR INSTALLATION OF
END TRANSVERSE BAR
"x4" BEARING BAR
PLAN;� 2 LIMITS OF PORTION
1 OF BEARING BAR �lwxl-)4' CROSS BAR
3'--2— AT TOP DETAIL "A" TO BE REMOVED 'ao TA 1+
,..,_. u3
V-4 AT TOP SEE DETAIL "A"3 if
�F4 +
,
LONGITUDINAL SECTION " I
AT TOP
SEE DETAIL "B" $"x4" BEARING BAR 8"x4
BARS " BEARING BAR
= i " 1"0 ROUND
1'--9
TRANSVERSE SECTION DETAIL "B" GRATES
CAST IRON FRAME ALTERNATE
CATCH BASIN FRAME AND GRATE
DEPTH
VARIES
NOT TO SCALE
e-r%^I^ nrr ni01A-ILAr-►ir
NOT TO SCALE
TAGS INLET
SIDE ELEVATION 3.5'
(NOT' TO SCALE) N•jES
1. TRASH RACK SHALL BE FABRICATED OF STRUCTURAL STEEL IN CONFORMANCE WITH ASTM A-36.
2. ALL STRUCTURAL STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-123.
Y .0 • 'rT 7 !if I A O -N I r"T A rlT T n A eNlrT
NOT TO SCALE
e
2" RADIUS
PAVEMENT BINDER
COURSE
PROCESSED AGGREGATE
BITUMINOUS LIP CURBING
NOT TO SCALE
2 �------ WIDTH VARIES ---- 2
SECTION
L
1FIED R1,PRAP• LEVEL SPREAb,E$
1S 1NCH LOT #12NOT TO SCALE
3
15 INCH. PIPE" WALL --J WALL_.
PLAN
FINISHED GRADE
LAST LENGTH PRIOR TO FLARED END
WITH FERNCO COUPLING
BELL OR SPIGOT AS REQUIRE[)
1
5' p1
5'
5'
r FINISHED GRADE WITH MAX.3:1 SLOPE
�-- FILTER FABRIC
7��
15 INCH, BEDDING 6 MINIMUM MODIFIED RIPRAP
FLARED END THICKNESS 12" MINIMUM
THICKNESS
POND #2 R.IPRAP STILLING BASIN
NOT TO SCALE
4" DRILLED HOLE OR
GROUTED BRASS
DISC OR ETCHED
4" CROSS
1/20# R PUNCH MARK
DRILL HOLE OR
GROUTED BRASS
DISC. OR ETCHED
d4 30" 3/4" OR 1/2-
3fi
" CROSS 4"
36" ' • 4„
— T
NOTE:
MONUMENTATION TO BE :
REINF. SET EVEN WITH OR 1" :
BAR ABOVE FINISHED GRADE
3,00 IRON PIN OR IRON PIPE MONUMENTATION
P.S.I.
CONCRETE I
MERESTONE
CONCTETE MONUMENT
MONUMENTS
NOT TO SCALE
PAVEMENT
SECTION
APPROVED BACKFILL
PLACED AND COMPACTED
IN 12# LAYERS. MATERIALS
WARNING TAPE
SHALL MEET D.O.T. M2.06
12" TO 24" ABOVE PIPE
GRADATION "A"
BANK RUN GRAVEL FILL
PLACED AND COMPACTED
IN 5" LAYERS. MATERIAL
12"
SHALL MEET D.O.T. M2.06
GRADATION "C"
w
_♦, Mkl'
6" PERFORATED POYETHELYN
PIPE WITH HOLES DOWN
STORM &w
MATCH FL OF STORM PIPE
PIPE
NONWOVEN FILTER FABRIC
(MIRAF1 140N OR EQUAL)
6"
PLACE 1" STONE
12" 12" "
AROUND UNDERDRAIN
STORM
DRAINAGE PIPE WITH
STANDARD UNDERDRAIN
NOT TO SCALE
TAGS INLET
SIDE ELEVATION 3.5'
(NOT' TO SCALE) N•jES
1. TRASH RACK SHALL BE FABRICATED OF STRUCTURAL STEEL IN CONFORMANCE WITH ASTM A-36.
2. ALL STRUCTURAL STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-123.
Y .0 • 'rT 7 !if I A O -N I r"T A rlT T n A eNlrT
NOT TO SCALE
e
2" RADIUS
PAVEMENT BINDER
COURSE
PROCESSED AGGREGATE
BITUMINOUS LIP CURBING
NOT TO SCALE
2 �------ WIDTH VARIES ---- 2
SECTION
L
1FIED R1,PRAP• LEVEL SPREAb,E$
1S 1NCH LOT #12NOT TO SCALE
3
15 INCH. PIPE" WALL --J WALL_.
PLAN
FINISHED GRADE
LAST LENGTH PRIOR TO FLARED END
WITH FERNCO COUPLING
BELL OR SPIGOT AS REQUIRE[)
1
5' p1
5'
5'
r FINISHED GRADE WITH MAX.3:1 SLOPE
�-- FILTER FABRIC
7��
15 INCH, BEDDING 6 MINIMUM MODIFIED RIPRAP
FLARED END THICKNESS 12" MINIMUM
THICKNESS
POND #2 R.IPRAP STILLING BASIN
NOT TO SCALE
4" DRILLED HOLE OR
GROUTED BRASS
DISC OR ETCHED
4" CROSS
1/20# R PUNCH MARK
DRILL HOLE OR
GROUTED BRASS
DISC. OR ETCHED
d4 30" 3/4" OR 1/2-
3fi
" CROSS 4"
36" ' • 4„
— T
NOTE:
MONUMENTATION TO BE :
REINF. SET EVEN WITH OR 1" :
BAR ABOVE FINISHED GRADE
3,00 IRON PIN OR IRON PIPE MONUMENTATION
P.S.I.
CONCRETE I
MERESTONE
CONCTETE MONUMENT
MONUMENTS
NOT TO SCALE
6" MIN EARTH
12" MIN IN RO
PVC BEDDING
NOT TO SCALE
PAVEMENT REPAIR
AS REQUIRED BY
LOCAL AUTHORITY
EXISTING PAVEMENT -
-
COMPACTED BACKFILL WEI L GRADED
p1swilow FREE QF QRGANICS
FROZEN y MATERIALS AND PARTICLES
)VER 8 IN SIZE
NITIAL RACKEJLL TO PELASS III SAND
1�10MPACTED TO 90% OF STANDARD PROCTOR
)ENSITY TAMPING TO BE INITIATED WITH
3REAT CARE AND LITTLE OR NO -TAMPING
)VER TOP OF, PIPE
RAVEL FULLY
PRIOR TO AL BACKFILL
UAATISRNR
ENGINEER
PROCESSED STONE OR
GRAVEL AS ORDERED
BY ENGINEER TRENCH VADTH
24" + NOMINAL PIPE
DIAMETER (36 MINIMUM)
12" O D. 12"
MIN.I I., MIN.
FINE GRAVEL OR COARSE
• r r r "' -y 7
is*�Osa+®r*•� *iir*•air+���l
4�r�Or�i � s t• 1
r+w- .O- .70- .•i! rO- 1taw ... L
low" m
il.��ull.t.��.1Im
•
4" LOAM, FERTILIZE & SEED
W/ GRASS AND MULCH
r--- EXISTING GRASS AREA
~- UNDISTURBED MATERIAL
-SUITABLE BACKFILL PLACED
AND COMPACTED IN 6 -INCH
LOOSE LIFTS
/"-- UTILITY IDENTIFICATION
TAPE
�- MONTVILLE WPCA APPROVED FILTEF
FABRIC WRAPPED
AROUND CRUSHED STONE
BEDDING.(12" MIN. OVERLAP)
24"
O.D.
6" MIN. IN EARTH
12" MIN. IN ROCK
WHEN INSTALLING 10" PVC OR PROPOSED SEWER
LARGER PIPE HAUNCHING SHALL
EXTEND TO SPRING UNE
SEWER TRENCH
NOT TO SCALE
GRAVEL ACCESS DRIVE
GRADE IN UNIMPROVED
AREAS
ADJUST TO GRADE WITH BRICK-!WrlrlWT7T
.
COLLAR — 6" MIN. — 12" MAX ��
24"
MANHOLE STEPS --------
12" ON CENTER
(TVP.) „'"""•
FLEXIBLE BUTYL
GASKET MANHOLE 5" 48"(TYPE A
RISER SEAL TYPICAL
ALL SECTIONS AS
SPECIFIED
FLEXIBLE MANHOLE
SLEEVE
TYPICAL MANHOLE FRAME & COVER -SEE DETAIL MH
FRAME & COVER TO BE SET 1/4" BELOW FINISH GRADE
SET FRAME IN GROUT
18" MAXo 1� ' 3 {1
STANDARD HEIGHT
ECCENTRIC CONE �'J a 0.0 THE LOWER SURFACE OF THE COVER
SECTION Q °o *00 AND THE CORRESPONDING UPPER SURFACE
MANHOLE JOINTS TO ° o OF THE FRAME SHALL BE MACHINE FINISHED
RECEIVE NON—SHRINK� Eo
�oTO PROVIDE A SMOOTH FLAT CONTACT OR
GROUT INTERIORFIT WITHOUT ANY TENDENCY FOR THE COVER
COVER FOR OR GRATE TO ROCK OR RATTLE.
�'"`---
5" DAMP PROOF ALL SANITARY MH
MANHOLES 3/8"
" 23-7/8" DIA. " MACHINE 24" DIA.1-1/2"
STANDARD RISER 3/4 1-1 8 1--1 /8 BOTH
SECTIONS AS REQUIRED 1 " 1" 7�"s" SURFACES
H1 -9/1s 1-1/4
18" ABOVE TOP OF �1-1 /2"
SHELF MAX. 1 "1 /2" 2 -1/2 -
SHELF
BRICK SHELF - 80% PIPE 1-1/2" '::;--17N DIA. 2--9/16" SECTION C -C
1-15/1 s" 9/16"
I.D. AND SLOPE 19 3/4" PER FT.
SECTION A -A
PRECAST BASE SECTION O O
8-1 1/2- DIA.
BONDING HOLES
W B
FIRST PIPE JOINT
f" MIN. TYPICAL EACH SIDE
BRICK INVERT AS SPECIFIED
6" MIN.
#6 BEDDING AS SPECIFIED
UNDISTURBED MATERIAL /
ROUND RUBBER Oo0
O O °�
° oGASKET JOINT Q a 00 n
Qj0° 0 LJ
o� O Q°�O,/�a O o O
COLD APPLIED A 1 H
BITUMINOUS H
SEALER
COVER FOR
SPIGOT 8c BELL STORM MH
REINFORCEMENT
ALTERNATE JOINT
NOT TO SCALE NOT TO SCALE
1. REINFORCED CONCRETE MANHOLE SECTIONS CONFORMING TO ASTM C-478.
2. RUBBER LIFT HOLE PLUGS TO BE INSERTED FROM THE OUTSIDE AND THE HOLE FILLED WITH NON -SHRINK INSIDE
AND OUTSIDE.
3. TYPE "A" MANHOLE SHALL BE 48" IN DIAMETER.
4. TYPE "B" MANHOLE SHALL BE SAME AS "A" EXCEPT IT SHALL BE "60" IN DIAMETER.
5. TYPE "C" MANHOLE SHALL BE SAME .AS "A" EXCEPT IT SHALL BE "72" IN DIAMETER.
6. TYPE "D" MANHOLE SHALL BE SAME AS "A" EXCEPT IT SHALL BE "84" IN DIAMETER.
7. TYPE "E" MANHOLE SHALL BE SAME AS "A" EXCEPT IT SHALL BE "90" IN DIAMETER.
8. ALL MANHOLE BASES SHALL BE REDUCED TO 48" DIAMETER STANDARD RISER SECTIONS UNLESS INDICATED
OTHERWISE ON THE CONTRACT DRAWINGS.
PRECAST REINFORCED CONCRETE iyIANHOLE
WATER TIGHT LID, FRP NOT TO SCALE
POWER/ ALARM CABLE 12-6
W/GND. STRAIN RELIEF CORD CONNECTOR
CORE CONTROL COMPARTMENT BREATHER
ELECTRICAL QUICK DISCONNECT GRADE
NEMA 6P (EQD) DUAL WALL, CORRUGATED HDPE ACCESSWAY
ti
TOPSOIL
FIELDJOINT REQUIRED EFER TO MANUFACTURER'S INSTRUCTIONS
FOR MODELS TALLER FOR APPROVED BACK FILLING MATERIAL AND
THAN 2012-93. METHODS
QUICK DISCONNECT ASSY.
(304 S.S.) INTERNAL WELL VENT- 2 INCH DIAMETER APPROVED
S.S. CAST BALL VALVE BACKFILLED (95X
INLET GROMMET TO ACCEPT 4.5 INCH MAX. COMPACTION
DISCHARGE 1-1/4 f O.D. PVC PIPE (STANDARD), DUST COVER PER ASTM D1557 IN
INCH FNPT SUPPLIED FOR SHIPMENT (NOT SUITABLE 8 LIFTS)
FOR BURIAL) 0 �
1-1/4 INCH DISCHARGE LINE W -W
(304 S.S.) S �1
CHECK VALVE ALARM c
(GLASS FILLED PVC) 'cv
fi
ANTI -SIPHON VALVE z ON Z
(GLASS FILLED PVC) OFF -
z BOTTOM OF ELEC.
HDPE: TANK 1 2 INCH NOMINAL WALL z rn CONDUIT TRENCH -
THICKNESS 150 GALLON CAPACITY ? N
� � N
CONCRETE ANCHOR, REFER TO l
MANUFACTURER'S INSTRUCTIONS FOR ' 1
DETERMINING SPECIFIC ANCHOR . , ' `
WEIGHT FOR PUMP STATION 6" SAND BED
MINIMUM 6 INCH THICK BASE OF
Q
ROUND AGGREGATE (GRAVEL), REFER 39 IN*
TO MANUFACTURER'S INSTRUCTIONS
FOR APPROVED BASE MATERIAL SPECIAL FOUNDA7101
IF ORDERED
IN EARTH IN PAVEMENT
SEE DETAIL FOR PAVEMENT
SECTION
+
a•. '41
L
V-0" (ELECT.
3'-0" WHEN ELEC., CAN & TEL. ARE
GROUPED IN TRENCH
MARKING TAPE BURIED OVER ELECTRIC
AND TELEPHONE CONDUITS
12" SAND COVER OVER PIPE °
SEMI -POSITIVE DISPLACEMENT TYPE PUMP �► • � "PAYMENT LIMIT FOR TRENCH
EXC. & BEDDING MATERIAL
DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE SEWER SYSTEMS
OF DELIVERING 9gpm AT 138' T.D.H
MODEL 2012
ELECTRICAL TELEPHQI TRENCC
NOTE
A CONCRETE ANCHOR IS REQUIRED TO PREVENT THE: TANK NOT TO SCALE
FROM FLOATING. SEE CURRENT MANUFACTURER'S INSTRUCTIONS .
OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR
HOUSE PUMP CHAMBER -
NOT TO SCALE
1 -
�¢ 48" DIA, i
SECTION B—B
STANDARD MH FRAME & OVER
z
NOT TO SCALE
NATIVE SOIL AS
PVC TEE
APPROVED BY
DIA. VARIES
THE ENGINEER -'-"---,
SELECTED MATERIAL
SELECT
AS DIRECTED BY
BACKFILL
THE ENGINEER
DAMPPROOFING
-ROCK
V-0" MIN.
45' ELBOW, ROTATE 5"---60 D IA 5"
DOWN TO SEWER INVERT
(PROVIDE 12" COVER OVER PIPE)
-0" MIN.
SPRING LINE
HAUNCHING
,:�, �� :"4J1• 6" BEDDING SAND
BEDDING MATERIAL,
3/4"-1" BROKEN
i" CRUSHED
_Il-fl�llcil�ll_U�Il�lt_lt^N-11.11
11_11^11 11.FI::11...1!_
AS DIRECTED BY
PVC BEDDING
NOT TO SCALE
PAVEMENT REPAIR
AS REQUIRED BY
LOCAL AUTHORITY
EXISTING PAVEMENT -
-
COMPACTED BACKFILL WEI L GRADED
p1swilow FREE QF QRGANICS
FROZEN y MATERIALS AND PARTICLES
)VER 8 IN SIZE
NITIAL RACKEJLL TO PELASS III SAND
1�10MPACTED TO 90% OF STANDARD PROCTOR
)ENSITY TAMPING TO BE INITIATED WITH
3REAT CARE AND LITTLE OR NO -TAMPING
)VER TOP OF, PIPE
RAVEL FULLY
PRIOR TO AL BACKFILL
UAATISRNR
ENGINEER
PROCESSED STONE OR
GRAVEL AS ORDERED
BY ENGINEER TRENCH VADTH
24" + NOMINAL PIPE
DIAMETER (36 MINIMUM)
12" O D. 12"
MIN.I I., MIN.
FINE GRAVEL OR COARSE
• r r r "' -y 7
is*�Osa+®r*•� *iir*•air+���l
4�r�Or�i � s t• 1
r+w- .O- .70- .•i! rO- 1taw ... L
low" m
il.��ull.t.��.1Im
•
4" LOAM, FERTILIZE & SEED
W/ GRASS AND MULCH
r--- EXISTING GRASS AREA
~- UNDISTURBED MATERIAL
-SUITABLE BACKFILL PLACED
AND COMPACTED IN 6 -INCH
LOOSE LIFTS
/"-- UTILITY IDENTIFICATION
TAPE
�- MONTVILLE WPCA APPROVED FILTEF
FABRIC WRAPPED
AROUND CRUSHED STONE
BEDDING.(12" MIN. OVERLAP)
24"
O.D.
6" MIN. IN EARTH
12" MIN. IN ROCK
WHEN INSTALLING 10" PVC OR PROPOSED SEWER
LARGER PIPE HAUNCHING SHALL
EXTEND TO SPRING UNE
SEWER TRENCH
NOT TO SCALE
GRAVEL ACCESS DRIVE
GRADE IN UNIMPROVED
AREAS
ADJUST TO GRADE WITH BRICK-!WrlrlWT7T
.
COLLAR — 6" MIN. — 12" MAX ��
24"
MANHOLE STEPS --------
12" ON CENTER
(TVP.) „'"""•
FLEXIBLE BUTYL
GASKET MANHOLE 5" 48"(TYPE A
RISER SEAL TYPICAL
ALL SECTIONS AS
SPECIFIED
FLEXIBLE MANHOLE
SLEEVE
TYPICAL MANHOLE FRAME & COVER -SEE DETAIL MH
FRAME & COVER TO BE SET 1/4" BELOW FINISH GRADE
SET FRAME IN GROUT
18" MAXo 1� ' 3 {1
STANDARD HEIGHT
ECCENTRIC CONE �'J a 0.0 THE LOWER SURFACE OF THE COVER
SECTION Q °o *00 AND THE CORRESPONDING UPPER SURFACE
MANHOLE JOINTS TO ° o OF THE FRAME SHALL BE MACHINE FINISHED
RECEIVE NON—SHRINK� Eo
�oTO PROVIDE A SMOOTH FLAT CONTACT OR
GROUT INTERIORFIT WITHOUT ANY TENDENCY FOR THE COVER
COVER FOR OR GRATE TO ROCK OR RATTLE.
�'"`---
5" DAMP PROOF ALL SANITARY MH
MANHOLES 3/8"
" 23-7/8" DIA. " MACHINE 24" DIA.1-1/2"
STANDARD RISER 3/4 1-1 8 1--1 /8 BOTH
SECTIONS AS REQUIRED 1 " 1" 7�"s" SURFACES
H1 -9/1s 1-1/4
18" ABOVE TOP OF �1-1 /2"
SHELF MAX. 1 "1 /2" 2 -1/2 -
SHELF
BRICK SHELF - 80% PIPE 1-1/2" '::;--17N DIA. 2--9/16" SECTION C -C
1-15/1 s" 9/16"
I.D. AND SLOPE 19 3/4" PER FT.
SECTION A -A
PRECAST BASE SECTION O O
8-1 1/2- DIA.
BONDING HOLES
W B
FIRST PIPE JOINT
f" MIN. TYPICAL EACH SIDE
BRICK INVERT AS SPECIFIED
6" MIN.
#6 BEDDING AS SPECIFIED
UNDISTURBED MATERIAL /
ROUND RUBBER Oo0
O O °�
° oGASKET JOINT Q a 00 n
Qj0° 0 LJ
o� O Q°�O,/�a O o O
COLD APPLIED A 1 H
BITUMINOUS H
SEALER
COVER FOR
SPIGOT 8c BELL STORM MH
REINFORCEMENT
ALTERNATE JOINT
NOT TO SCALE NOT TO SCALE
1. REINFORCED CONCRETE MANHOLE SECTIONS CONFORMING TO ASTM C-478.
2. RUBBER LIFT HOLE PLUGS TO BE INSERTED FROM THE OUTSIDE AND THE HOLE FILLED WITH NON -SHRINK INSIDE
AND OUTSIDE.
3. TYPE "A" MANHOLE SHALL BE 48" IN DIAMETER.
4. TYPE "B" MANHOLE SHALL BE SAME AS "A" EXCEPT IT SHALL BE "60" IN DIAMETER.
5. TYPE "C" MANHOLE SHALL BE SAME .AS "A" EXCEPT IT SHALL BE "72" IN DIAMETER.
6. TYPE "D" MANHOLE SHALL BE SAME AS "A" EXCEPT IT SHALL BE "84" IN DIAMETER.
7. TYPE "E" MANHOLE SHALL BE SAME AS "A" EXCEPT IT SHALL BE "90" IN DIAMETER.
8. ALL MANHOLE BASES SHALL BE REDUCED TO 48" DIAMETER STANDARD RISER SECTIONS UNLESS INDICATED
OTHERWISE ON THE CONTRACT DRAWINGS.
PRECAST REINFORCED CONCRETE iyIANHOLE
WATER TIGHT LID, FRP NOT TO SCALE
POWER/ ALARM CABLE 12-6
W/GND. STRAIN RELIEF CORD CONNECTOR
CORE CONTROL COMPARTMENT BREATHER
ELECTRICAL QUICK DISCONNECT GRADE
NEMA 6P (EQD) DUAL WALL, CORRUGATED HDPE ACCESSWAY
ti
TOPSOIL
FIELDJOINT REQUIRED EFER TO MANUFACTURER'S INSTRUCTIONS
FOR MODELS TALLER FOR APPROVED BACK FILLING MATERIAL AND
THAN 2012-93. METHODS
QUICK DISCONNECT ASSY.
(304 S.S.) INTERNAL WELL VENT- 2 INCH DIAMETER APPROVED
S.S. CAST BALL VALVE BACKFILLED (95X
INLET GROMMET TO ACCEPT 4.5 INCH MAX. COMPACTION
DISCHARGE 1-1/4 f O.D. PVC PIPE (STANDARD), DUST COVER PER ASTM D1557 IN
INCH FNPT SUPPLIED FOR SHIPMENT (NOT SUITABLE 8 LIFTS)
FOR BURIAL) 0 �
1-1/4 INCH DISCHARGE LINE W -W
(304 S.S.) S �1
CHECK VALVE ALARM c
(GLASS FILLED PVC) 'cv
fi
ANTI -SIPHON VALVE z ON Z
(GLASS FILLED PVC) OFF -
z BOTTOM OF ELEC.
HDPE: TANK 1 2 INCH NOMINAL WALL z rn CONDUIT TRENCH -
THICKNESS 150 GALLON CAPACITY ? N
� � N
CONCRETE ANCHOR, REFER TO l
MANUFACTURER'S INSTRUCTIONS FOR ' 1
DETERMINING SPECIFIC ANCHOR . , ' `
WEIGHT FOR PUMP STATION 6" SAND BED
MINIMUM 6 INCH THICK BASE OF
Q
ROUND AGGREGATE (GRAVEL), REFER 39 IN*
TO MANUFACTURER'S INSTRUCTIONS
FOR APPROVED BASE MATERIAL SPECIAL FOUNDA7101
IF ORDERED
IN EARTH IN PAVEMENT
SEE DETAIL FOR PAVEMENT
SECTION
+
a•. '41
L
V-0" (ELECT.
3'-0" WHEN ELEC., CAN & TEL. ARE
GROUPED IN TRENCH
MARKING TAPE BURIED OVER ELECTRIC
AND TELEPHONE CONDUITS
12" SAND COVER OVER PIPE °
SEMI -POSITIVE DISPLACEMENT TYPE PUMP �► • � "PAYMENT LIMIT FOR TRENCH
EXC. & BEDDING MATERIAL
DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE SEWER SYSTEMS
OF DELIVERING 9gpm AT 138' T.D.H
MODEL 2012
ELECTRICAL TELEPHQI TRENCC
NOTE
A CONCRETE ANCHOR IS REQUIRED TO PREVENT THE: TANK NOT TO SCALE
FROM FLOATING. SEE CURRENT MANUFACTURER'S INSTRUCTIONS .
OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR
HOUSE PUMP CHAMBER -
NOT TO SCALE
1 -
�¢ 48" DIA, i
SECTION B—B
STANDARD MH FRAME & OVER
z
NOT TO SCALE
MIN. WIDTH 3'-0"
MAX. PAY LIMIT =
NOTE "A"
O Z
t �
<Re
No,
,3/4"
1/2 10
SECTION IN ROCK CUT CLASS C BEDDING
IF APPL CA
NOTE "A" NOTE "B"
TRENCH PAY LIMIT PAYMENT WILL BE MADE
NOTE: 1. FOR PIPE LESS THAN 36"0 UNDER THE APPLICABLE
PAY LIMIT = I.D. + 2'-0", SECTIONS OF THE
ALL PIPING SHALL BE LAID WITH CARE IN ACCORDANCE WITH CT DOT 2, FOR PIPE 36"0 OR OYER" SPECIFICATIONS.
STANDARD SPECIFICATIONS FORM 816. PAY LIMIT - I.D. + 3 -0 .
WHERE POLYETHYLENE PIPE IS USED, APPROPRIATE BACKFILL SHALL 3. FOR SHEETED TRENCH, MAX.
BE APPROVED BY THE CITY ENGINEER OR AS RECOMMENDED BY THE WIDTH ALLOWED AND
MANUFACTURER FOR SAID APPLICATION.
MAX, PAY LIMIT SHALL
NOT TO SCALE
" PROCESSED GRAVEL
6" GRAVEL BASE
It
A4.a. " +'' +
NOISTURBED EARTH
GRAVEL EMERGENCY 1 -ACCESS SECTION
NOT TO SCALE
FINISHED GRADE
NATIVE SOIL AS
PVC TEE
APPROVED BY
DIA. VARIES
THE ENGINEER -'-"---,
SELECTED MATERIAL
SELECT
AS DIRECTED BY
BACKFILL
THE ENGINEER
DAMPPROOFING
-ROCK
V-0" MIN.
45' ELBOW, ROTATE 5"---60 D IA 5"
DOWN TO SEWER INVERT
(PROVIDE 12" COVER OVER PIPE)
-0" MIN.
SPRING LINE
HAUNCHING
,:�, �� :"4J1• 6" BEDDING SAND
BEDDING MATERIAL,
3/4"-1" BROKEN
i" CRUSHED
STONE OR GRAVEL
STONE
AS DIRECTED BY
WPCA REQUIREMENTS.
THE ENGINEER.
12" THICK
SEE NOTE "B"
STABILIZED UNDISTURBED
PREC"AST REINFORCED CONCRETE
EARTH
MIN. WIDTH 3'-0"
MAX. PAY LIMIT =
NOTE "A"
O Z
t �
<Re
No,
,3/4"
1/2 10
SECTION IN ROCK CUT CLASS C BEDDING
IF APPL CA
NOTE "A" NOTE "B"
TRENCH PAY LIMIT PAYMENT WILL BE MADE
NOTE: 1. FOR PIPE LESS THAN 36"0 UNDER THE APPLICABLE
PAY LIMIT = I.D. + 2'-0", SECTIONS OF THE
ALL PIPING SHALL BE LAID WITH CARE IN ACCORDANCE WITH CT DOT 2, FOR PIPE 36"0 OR OYER" SPECIFICATIONS.
STANDARD SPECIFICATIONS FORM 816. PAY LIMIT - I.D. + 3 -0 .
WHERE POLYETHYLENE PIPE IS USED, APPROPRIATE BACKFILL SHALL 3. FOR SHEETED TRENCH, MAX.
BE APPROVED BY THE CITY ENGINEER OR AS RECOMMENDED BY THE WIDTH ALLOWED AND
MANUFACTURER FOR SAID APPLICATION.
MAX, PAY LIMIT SHALL
NOT TO SCALE
" PROCESSED GRAVEL
6" GRAVEL BASE
It
A4.a. " +'' +
NOISTURBED EARTH
GRAVEL EMERGENCY 1 -ACCESS SECTION
NOT TO SCALE
FINISHED GRADE
STAINLESS STEEL
PVC TEE
4" TOPSOIL
DIA. VARIES
COMPACTED NATIVE BACKFILL
48" MIN
(WITHOUT INSULATION)
MATERIAL FREE OF LARGE
MORTAR
STONES OR COBBLES
DAMPPROOFING
USE SELECT SAND FILL
45' ELBOW, ROTATE 5"---60 D IA 5"
DOWN TO SEWER INVERT
(PROVIDE 12" COVER OVER PIPE)
l— MAX. STUB
(PVC)
,:�, �� :"4J1• 6" BEDDING SAND
INSTALL 180 LF.- 1-1/4 INCH COPPER
POLYETHYLENE PRESSURE CLASS 160
j
PIPE AWWA C901-02 PER MONTALLE
12" MIN.
WPCA REQUIREMENTS.
INVERT
12" THICK
HOUSE FORCE
NOT TO SCALE
PLASTIC MANHOLi-
STEP
POLY. MH STEP
�-- PRECAST CONC. RISER
4'-0" INSIDE DIA.
2'-0" MAX. STUE
MECHANICAL SEAL
(WATERTIGHT) TYP.
OR FLEX. MH CONNECTION
(SEE DETAIL)
1', 2', 3', OR 4' RISER
SECTIONS AS REQUIRED
STAINLESS STEEL
PVC TEE
PIPE STRAPS, WITH
DIA. VARIES
STAINLESS STEEL
ANCHOR BOLTS
NON -SHRINK
W/ INSERTS (TYP.)
MORTAR
BITUMASTIC
DAMPPROOFING
ON -SHRINK MORTAR
45' ELBOW, ROTATE 5"---60 D IA 5"
DOWN TO SEWER INVERT
2,-0"
l— MAX. STUB
(PVC)
ow
8" 4000 PSI CONCRETE
CONCRETE OR BRICK
MASONRY SELF-CLEANING
1 /2" OR 3/4"
CRUSHED STONE
INVERT
12" THICK
SECTION A -A
PREC"AST REINFORCED CONCRETE
MANHOLE WITH INSIDE DROP
NOT TO SCALE
3"-4 3/4" - GRADME L GRATE AS
V -g 3/8" 8 3/8 TOP SPECIFIED
OF BY TOWN OF
CURB MONTEVILLE
SEE DETAIL.
FRAME & GRATE AS
SPECIFIED BY TOWN
6 3/4" MIN. 8" A A FRAME
z V-10" DIA.
4'-4"
m
m
Tzp
fi 3/4'" MIN.
6 7/6" MIN.
Ll
rl" V-6 7/8" V-6 7/8" "
7 1 /2 7 1/2
NOTE: 7
WHERE HEIGHT OF BASIN FROM TOP OF CURB B . ---ft 7-1 7-1 END OF PIPE SHALL
TO BOTTOM OF BASIN IS GREATER THAN 10'-0", 5'-4" I
E CUT
FLUSH WITH
MANHOLE
S" 8" WAIL THICKNESS SHALL BE INCREASED TO 12". 2" 2~ '� •-•TOPSOIL/PAVEMENT
INSIDE DIMENSIONS SHALL REMAIN THE SAME. 'f r'. SECTION A -A �w�------
�. SECTION
** DIMENSIONS SHOWN ARE MINIMUM. ACTUAL 3 5/8" --- °'Q ' 3 5/8" 2'-0 5/8» N COMPACTED BACKFILL WELL
q q Q INSIDE DIMENSIONS ARE BASED ON D= 1 --0 , , „MATERIAL
Q Q _ WHERE D IS THE HORIZONTAL INSIDE DIAMETER AS 2 -10 5/8 FROZEN» MATERIALS AND PARTICLES
" " MEASURED FLUSH TO THE WALL. OVER 4 IN SIZE
$ tie, 4 -4 7/$ ** � g }�.-- CROSS-SECTION TO MATCH CONCRETE POURED 12 2 -8 3/4 12
j CROSS-SECTION OF ROAD IN PLACE OR PRE-- 723-
7
g" **WEIGHT 360 LBS. „ "» CAST CONCRETE „"10 ' �03/.16" UNITS 2 -O 2'-0 5/8" STANDARD FRAME AND COVER
iL
TRANSVERSE SECTION 2 10 3/16 t4BAR5 HAUNCH TO BE CLASS i GRAVEL FULLY
4 -D" LONG(� �(� �Q AL BACKFILL
10 ►-- � 6" M!N EARTH - ������ ����PRECAST CONCRETE CURB INLET » 15" 12" MIN IN ROCK 0j [} SEQUENT FILL
" '�2 Q (� Q Q Q 0 TO BE AS REQUIRED BY INSPECTING ENGINEER
111122 2 13/1fi" 3`-0" T 4'-D" �� WADS SHALL BE BUILT MINIMUM 8" WITH @RICK,ammummmoMwMI0 MINIMUM 6" WITH PRECAST CONCRETE, UNITS &
12" g g»g»A� L 15" POURED CONCRETE, AT THE OPTION OF THE
12" 3 13/16 VARIABLE JOINT`S Ta CONTRACTOR. BRICKS & PRECAST CONCRETE UNITNBE TO BE LAID IN CEMENT SAND MORTAR 1:2 MIX, JOINTS�11'2'-O" 2`-1 3/8" POINTED TO BE NOT OVER J" ON INSIDE FACE, WALLS SHALL NO'' TO SCALE
4" STEEL 'x BEAM FLUSH & BE 12" THICK WHEN DEPTH OF MANHOLE IS GREATER
9.5** /FT. 3`-0" LONG 7 13/16 BRICK, FULL 15" THAN 10 FEET
POURED4'-0'CONCRETE ° ' "
Q 0 p a" OR S7 5/8" 2' 8 4" 7 5/8 2 3/16" PRECAST 8" 4'-4"�'
/ CONCRETE
UNITS A A MANHOLE STEPS TO BE SIMILAR
5`-4" TO OR EQUAL TO ALCOA ALUMINUM
VARIABLE 5 1/2 5 1/2" NO. 12653
END OF POURED CONCRETE °
2 MIN. THIS PIPE 12"
TO BE CUT If
6" FLUSH SECTION A -A
INSIDE OF �
Q CONCRETE OR
6" INLET BRICK INVERT 4 q V POURED
" CONCRETE
8" 4 ,-0 ,► $ 8 3
» " -0" 8 00DIAMETER VARIES WITH THICKNESS OF WALL
9" PROCESSED 5>_4" 4'-4" VERTICAL SECTION
GRAVEL
LONGITUDINAL SECTION
SECTION B -B STORM MANHOLE TYPE "All
NOT TO SCALE
TYPE Itch CATCH BASIN DOUBLE GRATE TYPE II �pE "C' CATCH BASIN FINISHED GRADE
NOT TO SCALE NOT TO SCALE
DIMENSIONS
DIA. A B C D E F R-1 R-2
.:,:. 4~
-0" 6'-0 3 8" fi'-0 3 $" 2'-0" 1'-7 15 16" 1'-0 1 4" 9"
2' TOPSOIL
COMPACTED NATI BA 48" MIN
15" 6" 2'-3" 3'-10" 6'-1" 2'-6" 2'-0 5/161v V-0 i_ 2"
2, 3 MATERIAL FREE
BACKFILL (WITHOUT INSULATION) 18" 9" 2'-3" 3'-10" 6'-1" 3'-0" 2'--5" V-3 1 2" 1'--D"
E OF LARGE
STONES OR COBBLES :,: ,. Y. 24» 9 1 2" 3'-7 1 2" 2`-6" 6'-1 1 2" 4'-0" 2'-9 3 16" 1'-4 13/16" 1'-2"
12' .
30" 1'-0" 4'-6" 1`-7 3 4" ' " »
3 6 -1 3 4" 5'-D" 3 -1 1 -6 1
USE SELECT SAND FILL v .,' : r 2" 1 -3
6 (PROVIDE 12" COVER OVER PIPE) ' u ."
36" V-3" 5'-3" 2'-10 3 4" 8'-1 3 4" 6'-0" 3'-11 13 i6" 2'-D 5L1 6
42" 1'-9" 5'-3" 2'-11" 8'--2" 6'-6" 4'-5 7/8 It 2'-3 1 2" 1'-10"
• � � 80 LF.- 'I -1 /4 INCH AWWA C--900 PVC ' �:::•.:�':. • . rti' ; " :. 6" BEDDING SAND 48" 2'-0" 6'-®" 2"-2" 8-2 ' 7-0 4'-8 1/2 2-4 1 2 " , 1'-10"
PIPE FIER TOWN OF MOMLLE WPgA ' ' :: :•
REQUIREMENTS. Y
i 2 WIDTH VARIES 2 12" MIN,
I 1 11,Y6"
PUMP STATION FORCE MAIN TRENCH
x x
NOT TO SCALE R-1
2 G NISHED GRADE
_� i WIDTH VARIES 2 + J DEPTH _ _ 1 1 R2' NOTES:
20
' '�' I I�l I l- { i II (I— ATIVE MATERIAL
•-) � 1
R12 " JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT
CURB gM AS REQUIRED TO CONFORM TO PIPE.
SE.�" 1'-6" WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS.
�- 20 % I f�(L� 4 :.p. F STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE
DEPTH 6" /� COMPACTED MATERIAL OR 12 GRAVEL BASE.
PAVEMENT , '„�.:.• ,•�\/
LTER FABRIC TO n ELAU U w �I, =Y.
3” j SURROUND ENTIRE UNDER
iriii�i�
SE.. PROCESSED 5DRAIN DRAIN TRENCH
AGGREGATE BASE /
\\j! INCH DIAMETER
PERFORATED PVC PIPE
�.tkke
3/4 INCH OR 1/2 INCH WASHED r
6 y ROUND STONE OR PEA STONE
DIA. + 1"
- 6 .., `"",.,-C INCH CLEAN
20' 1'-g" SAND OR GRAVEL
0
P_...__.. A 14' N 1
NOTES: CONCRETE CUTOFF WALL R12"
PLAN OR PRE CAST SLAB,
�+ Tppp A SPREADER
FOR
1.) PERFORATIONS TO BE PLACED DOWN. ANCHORED TO CULVERT END _p
MODIFIED RI .R.�i.0 LEVEL SPREADER FOR 2.) HOLES TO BE 1/4 INCH DIAMETER, OR
3/8 INCH DIAMETER
TWO 24 -INCH. PIPES
.. IFIED RIPRAP LEVEL SPREADER FOR §=.QN X -X EN
NOT TO SCALE INCH. PIPE FROM POND #3 N
_ _ _ UNDER. DRAIN
_
:NOT TO SCALE NOT Tq SCALE CONCRETE FLARED END
NOT TO SCALE
u
WRAP P-CATnMl C HklMr0 IJAV BALES 0 - UP AND vvr-rw$
AT OUTLET TO UPPER SEDIMENT BASIN LENGTH OF HAY
BALES TO CROSS FLOW PATH AND BE A MINIMUM OF 30
FEET.
AT ALL OTHER LOCATIONS THE LENGTH WILL BE
DETERMINED IN THE FIELD.
3 FT WIDTH 18 INCHES
HIGH 1 INCH STONE
ANCHOR WITH TWO 2" x 2" x 4"
GZKES — EACH BALE
NOTE:
THE INTEGRITY OF THE SYSTEM MUST BE CHECKED
DAILY WHILE WORK IS OCCURRING IN. THE
DRIVEWAY AREA.
ALL SEDIMENTS MUST BE REMOVED WHEN A 3
INCH DEPTH IS EVIDENT,
HAY BALE/ STCONE Y BALE SANDWICH
INSTALLATION DETAIL
NOT TO SCALE
OUTER 1%
FENC
FINISHED
GRADE
.N-12 PIPE
F
SILTEE. BAULE RING AND PER -ORATED PIPE SEDIMENT BASIN, PONDS I &
NOT TO SCALE
2"
STAKE 42 - MIN. (TYP.)
FILTER FABRI
COMPACTED 2"x2"x4"STAKES
BACKFILL
X
30"
xx:
41 41
HAY BALES
ljp9R,4,D
0 W leN -r
10/
MST. GROUND
..........
..........
............ ......................... 4r ... ..................
......................... ....... .................... —
z .......... . .. .......... I ............
............. ..... . . ........ ..............
MW .... .... . . ... ............. ............ I ...............
. ...... — .............
cm ...........................
.... ..........................
v v . .........................
................. .........
.............................
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.......... ...... ................. ............ �3"
................... .
.............. ..............
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............. .. Z.
..... * .... * . .. . ..... ..
............. ...... ....................
..................... .**** .................
..................... -1 ............................. —
........... * ..................
.......... ......................... .......
....... I ..................
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............................. ..................................
...................... .............. .............. I ....... ............
.............................. I ............... ...................................
. ............................................... .............. ..... .......
... .............................................. .............
SILTATION FENCE HAY BALE .................................................
................. ............................... ....................................
......... I ...................................... . ..............................
... ........................................... ............................
.......................................... ..............
NOT TO SCALE ... ............................................ ............................
............................................... ....................... o .............
.............................. I ........... ................... I ..... ............
....... I ....................... — .......... I ................................... I
......................... .......... I ......... ......................................
.......................................... 01. ......................................
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.................................. I ......... .. I ...... :� .................... ......
— .............................. I ......... .......... ......................
... ....................................... .. . ..... .......................
........................................... . ......... ........
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...
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...... I .................................. ................................. I .......
........................................ '"ll ' .... I .......................
..................... .... . .... .. I .........................
4 ......................................
....................... ...................
SC150 EROSION BLANKET INSTALLATION ON SLOPE -
NOT TO SCALE
'ILTA
TION FENCE AND
3H LAYERS, MIN. 6"
)ISTURBED EARTH
GENERAL SOIL E_p0SION AND SEDIMENT CONTROL NOTES
SOIL TEXTURE TONS/ACRE LBS/1,000 SQ.FT.
(A) THE SOIL EROSION AND SEDIMENT CONTROL CONTACT PERSON: GLEN ALDRICH, 9R BURLAKE ROAD LLC.;
CLAY, CLAY LOAM AND HIGH ORGANIC SOIL 4 180
ADDRESS: 567 VAUXHALL STREET EXT., WATERFORD, CT 06385.
SANDY LOAM, LOAM, SILT LOAM 3 135
HAS THE RESPONSIBILITY FOR IMPLEMENTING THE SOIL EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES:
LOAMY SAND, SAND 2 90
— THE INSTALLATION AND MAINTENANCE OF THE REQUIRED CONTROL MEASURES
20-30
— INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES
REFER TO COUNTY SOiL SURVEY REPORT FOR SOIL TEXTURES AT THE SITE.
OF THE SOiL EROSION AND SEDIMENT CONTROL PLAN
1" REBAR FOR BAG
— NOTIFYING THE PLANNING AND ZONING OFFICE OF ANY TRANSFER OF THIS RESPONSIBILITY
(B) WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A
— CONVEYING A COPY OF THE SOIL EROSION AND SEDIMENT CONTROL PIAN iF THE TITLE TO THE LAND IS
DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE
TRANSFERRED.
EQUIPMENT. THE FiNAL HARROWING OR DISCiNG OPERATION SHOULD BE ON
0.45
THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE
(B) ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY GRADING
SEEDBED iS PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS
ACTIVITY, INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES. MEASURES SHALL BE LEFT IN PLACE
SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE.
AND MAINTAINED UNTIL CONSTRUCTION iS COMPLETED AND/OR AREA IS STABILIZED.
5
0.1
(C) REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN ANY
(C) ALL ENTRANCES TO THE PROJECT SITE ARE TO BE PROTECTED BY STONE TRACKING PADS OF ASTM C-33,
DIMENSION. REMOVE ALL OTHER DEBRIS, SUCH AS WIRE, CABLE, TREE ROOTS,
SIZE NO. 2 OR 3, OR GT. D.O.T. 2" CRUSHED GRAVEL. THE STONE TRACKING PAD iS TO BE MAIN—
PIECES OF CONCRETE, CLODS, LUMPS OR OTHER UNSUITABLE MATERIAL.
TAINED AT ALL TIMES DURING THE CONSTRUCTION PERIOD.
KIND OF AREA.-
REA:LAWNS
3. SEEDING DATES
(D) LAND DISTURBANCE WILL BE KEPT TO A MINIMUM AND RESTABILIZATiONS WILL BE SCHEDULED AS SOON
AS PRACTICAL,
(A) SPRING SEEDIN,iS USUALLY GiVE THE BEST RESULTS. SPRING SEEDINGS
OF ALL SEED MIXES WITH LEGUMES IS RECOMMENDED, HOWEVER LATE
(E) ALL SOIL EROSION AND SEDIMENT CONTROL WORK SHALL SE DONE iN STRICT ACCORDANCE WITH THE
SUMMER SEEDINGS PRIOR TO SEPTEMBER 1 CAN BE MADE. WHEN CROWN
CONNECTICUT GUIDELINES FOR EROSION AND SEDIMENT CONTROL INCLUDING THE LATEST DATE FROM
VETCH 1S SEEDED IN LATE SUMMER AT LEAST 35 PERCENT OF THE SEED
SHOULD BE HARD SEED (UNSCARIFIED). THE RECOMMENDED SEEDING
THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION.
.SEED MIXLU@E
KENTUCKY BLUEGRASS
DATES ARE:
(F) ANY ADDITIONAL EROSION/SEDIMENTATION CONTROL DEEMED NECESSARY BY TOWN STAFF DURING CON—
APRiL 15 THROUGH JUNE 15
AUGUST 15 THROUGH SEPTEMBER 1
STRUCTION, SHALL BE INSTALLED BY THE DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE
RESPONSIBLE FOR THE'REPAIR/REPLACEMENT/MAINTENANCE OF ALL EROSION CONTROL MEASURES UNTIL
ALL DISTURBED AREAS ARE STABILIZED TO THE SATISFACTION OF THE TOWN STAFF.
20
(G) IN ALL AREAS, REMOVAL OF TREES, BUSHES AND OTHER VEGETATION AS WELL AS DISTURBANCE OF THE
RESTRAINT
SOIL iS TO BE KEPT T4 AN ABSOLUTE MiNIMUM WHILE ALLOWING PROPER DEVELOPMENT OF THE SITE.
4. SEEDING
DURING CONSTRUCTION, EXPOSE AS SMALL AN AREA OF SOIL AS POSSIBLE FOR AS SHORT A TIME AS
POSSIBLE.
(A) SELECT A MIXTURE FROM THE SEEDING SCHEDULE OR USE MiXTURE
0.1
RECOMMENDED BY THE SOIL CONSERVATION SERVICE. INOCULATE
(H) SILTATION FENCE SHALL BE PLACED AS INDICATED BEFORE A CUT SLOPE HAS
ALL LEGUME SEED WITH THE CORRECT TYPE AND AMOUNT OF
BEEN CREATED. SEDIMENT DEPOSITS SHOULD ,8E PERIODICALLY REMOVED FROM THE UPSTREAM SIDES
.
INOCULANT.
OF SILTATION FENCE. a THIS MATERIAL IS TO BE SPREAD AND STABILIZED IN AREAS NOT SUBJECT TO
EROSION, OR TO BE USED IN AREAS WHICH ARE NOT TO .BE PAVED OR BUILT ON, SILTATION FENCE
(B) APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL.,
ARE TO BE REPLACED AS NECESSARY TO PROVIDE PROPER FILTERING ACTION, SILTATION FENCE ARE
CULTIPACKER TYPE SEEDER OR HYDROSEEDER (SLURRY INCLUDING
TO REMAIN IN PLACE AND BE MAINTAINED TO INSURE EFFICIENT SILTATION CONTROL UNTiL ALL AREAS
SEED OR FERTILIZER). NORMAL SEEDING DEPTH IS FROM 1/4 TO
ABOVE THE EROSION CHECKS ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED.
1/2 INCH. HYDR05EEDINGS WHICH ARE MULCHED MAY BE LEFT ON
(1) TOPSOIL IS TO BE STRIPPED AND STOCKPILED IN AMOUNTS NECESSARY TO COMPLETE FINISHED GRADING
SOIL SURFACE.
OF ALL EXPOSED AREAS REQUIRING TOPSOIL THE STOCKPILED TOPSOIL IS TO BE LOCATED AS INDICATED
ON THE PLANS. IF THE, STOCKPILE IS TO REMAIN FOR MORE THAN 30 DAYS, THE STOCKPILE SHALL BE
(C) WHERE FEASIBLE, EXCEPT WHERE EITHER A CULTIPACKER TYPE
TEMPORARILY SEEDED AND RINGED WiTH A SILTATION FENCE TO PREVENT EROSION.
SEEDER OR HYDROSEEDER IS USED, THE SEEDBED SHOULD BE FIRMED
FOLLOWING SEEDING OPERATIONS WITH A ROLLER, OR LIGHT DRAG.
(J) PIPE DISCHARGE AREAS (TEMPORARY & PERMANENT) WiLL BE PROTECTED WiTH RIPRAP SPLASH PADS, ENERGY
SEEDING OPERATIONS SHOULD BE ON THE CONTOUR.
DISSIPATERS WILL BE PROVIDED AS NECESSARY.
(D) FROST CRACK SEEDING CAN BE USED. FROST CRACK SEEDING MUST
(K) PIPE INLETS WILL BE PROTECTED WITH HAY BALE FILTERS OR SILTATION FENCES THROUGHOUT CONSTRUCTION
BE DONE IN LATE WINTER OR EARLY SPRING. SUITABLE WEATHER
CONDITIONS ARE FREEZING NIGHTS AND THAWING DAYS WITH LITTLE
AND UNTIL ALL DISTURBED AREAS ARE THOROUGHLY STABILIZED.
OR NO SNOW COVER. SEEDING RATES MUST BE INCREASED
(L) THERE IS TO BE NO STOCKPILING OF SOIL WiTHIN A TEN FOOT LIMiT OF ADJOINING PROPERTIES.
10 PERCENT WHEN USiNG THIS METHOD.
ANY AND ALL FILL MATERIAL IS TO BE FREE : OF BRUSH, RUBBISH, TiMBER, LOGS, VEGETATIVE MATTER
AND STUMPS IN AMOUNTS THAT WILLBE .DETRIMENTAL TO CONSTRUCTING STABLE FiLLS. MAXIMUM
SIDE SLOPES OF EXPOSED SURFACES OF 'EARTH TO BE 2:1 OR AS OTHERWISE SPECIFIED BY LOCAL
(E) HYDRAULIC APPLICATION (HYDROSEEDING), IS A SUITABLE METHOD
AUTHORITIES,
FOR USE ON CRITICAL AREAS. WHEN HYDROSEEDING, A SEEDBED IS
PREPARED IN THE CONVENTIONAL WAY OR BY HAND RAKING TO
(M) ALL FILL AREAS SHALL BE COMPACTED SUFFICIENTLY FOR THEiR INTENDED PURPOSE AND AS REQUIRED
LOOSEN AND SMOOTH THE SOIL AND TO REMOVE SURFACE STONES
LARGER THAN SIX INCHES IN DIAMETER. SLOPES MUST BE NO
TO REDUCE SUPPING, EROSION OR EXCESS SATURATION.
STEEPER THAN 2 TO 1 (2 FEET HORIZONTALLY TO 1 FOOT
(N) TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE
VERTICALLY). LIME AND FERTILIZER MAY BE APPLIED
IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER
SIMULTANEOUSLY WITH THE SEED. THE USE OF FiBER MULCH ON
GRADING OR PROPOSED SODDING OR SEEDING.
CRITICAL AREAS IS NOT RECOMMENDED (UNLESS IT IS USED TO
HOLD STRAW OR HAY). FIBER MULCH DOES NOT PROVIDE ADEQUATE
(TV):
SEEDBED PROTECTION. BETTER PROTECTION IS GAINED BY USiNG
TEMPoRA& VEGETAME COVER
STRAW MULCH AND HOLDING IT WITH ADHESIVE MATERIALS OR
TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL SOILS EXPOSED FOR PERIODS OF UP TO 12 MONTHS.
500 POUNDS PER ACRE OF WOOD FIBER MULCH. SEEDING RATES
MUST BE INCREASED 10 PERCENT WHEN HYDROSEEDING,
I. SsE PR 9 BON:
(F) APPLY MULCH, ACCORDING TO THE TEMPORARY MULCHING MEASURE.
(A) GRADE AREA AS NEEDED AND FEASIBLE TO PERMIT THE USE OF EQUIPMENT
(G) IF SEEDING CANNOT BE DONE WITHIN THE SEEDING DATES, USE THE
FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICAITON AND MULCH
TEMPORARY MULCHING MEASURE TO PROTECT THE SiTE AND DELAY
ANCHORING. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH THE
SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD.
MEASURE FOR LAND GRADING (SEE LATEST REVISION OF STATE OF CT
SEEDING NOTES:
GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL).
a. MAINTENAbIM
(B) INSTALL NEEDED EROSION CONTROL MEASURES SUCH AS DEVERSIONS, GRADE
(A) LIME ACCORDING TO A SOIL TEST OR AT A MINIMUM OF EVERY
STABILIZATION STRUCTURES, SEDIMENT BASINS AND GRASSED WATERWAYS.
FiVE YEARS USING A RATE OF TWO TONS PER ACRE (100 POUNDS PER
2. 5EEDOED PREPARATION
1,000 SQUARE FEET).
(A) APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOiL TEST RECOMMENDATIONS
(B) WHERE GRASSES PREDOMINATE, FERTILIZE ACCORDING TO A SOIL TEST OR
SUCH AS THOSE OFFERED BY THE UNIVERSITY OF CT SOIL TESTING
BROADCAST BIENNIALLY, 300 POUNDS OF 10-10-10 OR EQUIVALENT PER
LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL
ACRE (7.5 POUNDS PER 1,000 SQUARE FEET).
COOPERATIVE EXTENSION. SERVICE OFFICE, iF SOIL TESTING IS NOT FEASIBLE
ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL., FERTILIZER MAY
(C) WHERE LEGUMES PREDOMINATE, FERTILIZE ACCORDING TO A SOiL TEST OR
BE APPLIED AT THE RATE OF 300 LBS. PER ACRE OR 7.5 LBS PER 1,000
BROADCAST EVERY THREE YEARS 300 POUNDS OF 0-20-20 OR EQUIVALENT
SQ.FT. OF 10-10-10 OR EQUIVALENT. APPLY LIMESTONE (EQUIVALENT TO 50
PER ACRE (7.5 POUNDS PER 1,000 SQUARE FEET).
PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AS FOLLOWS:
SOIL TEXTURE TONS/ACRE LBS/1,000 SQ.FT.
SILT FENCES — iNSTAL.LATION REQUIREMENTS
CLAY, CLAY LOAM AND HIGH ORGANIC SOIL 3 135
1. S,iiE.&QW PPU=Ob ONLY
SANDY LOAM, LOAM, SILT LOAM 2 90
LOAMY SAND, SAND 1 45
(A} SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE, NYLON,
POLYESTER OR ETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE
REFER TO COUNTY SOIL SURVEY REPORT FOR SOIL TEXTURES AT THE SjIE,.
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS OF THE
GUIDELINES.
(B) WHERE THE SOIL HAS BEEN COMPACTED BY CONSTRUCTION OPERATIONS, LOOSEN
(B) THE HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES. IDEALLY THE
HARRIER SHOULD BE PLACED 10 FEET AWAY FROM TOE OF SLOPE.
SOIL TO DEPTH OF 2 INCHES BEFORE APPLYING FERTILIZER LIME AND SEED.
(C) APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL, CULTIPACKER TYPE
(C) WHEN JOINTS ARE NECESSARY, THE FILTER CLOTH SHALL BE SPLICED TOGETHER
AND SECURELY SEALED AT A SUPPORT POST OR OVERLAPPED ACCORDING TO
SEEDER OR HYDROSEEDER (SLURRY INCLUDING SEED AND . FERTILIZER).
THE MANUFACTURERS RECOMMENDATION,
HYDROSEEDiNGS, WHICH .INCLUDE MULCH,. MAY BE LEFT ON SOIL SURFACE.
SEEDING RATES MUST BE INCREASED 10% WHEN HYDROSEEDING.
(D) POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART ALONG THE
3. MULCHIN
BARRIER AND SHALL BE DRIVEN SECURELY INTO THE GROUND (12 INCHES
MINIMUM).
(A) SEE GUIDELINES IN TEMPORARY MULCHING
(E) A TRENCH APPROXIMATELY 6 INCHES WIDE AND 6 INCHES DEEP SHALL BE
EXCAVATED ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER,
. PERMANENT VEGETATIVE CO R (PV):
(F) THE TOE IN FABRIC FLAP SHALL BE EXTENDED INTO THE TRENCH. THE TRENCH
PERMANENT VEGETATIVE COYER SHALL BE ESTABLISHED ON ALL EXPOSED SOILS WHERE PERENNIAL
SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC.
VEGETATION IS NEEDED FOR LONG TERM PROTECTION.
VE
(G) FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
1. SITE PREPARATION
PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANTLY
STABILIZED.
(A) GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL
EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND
(H) THE FABRIC SHALL BE PREASSEMBL.ED WITH HARDWOOD POSTS OR WiTH
ANCHORING AND MAINTENANCE. ALL GRADING SHOULD BE DONE iN
POCKETS FOR USE WiTH WOOD OR METAL POSTS. THE FABRIC SHALL BE
ACCORDANCE WITH THE MEASURE FOR LAND GRADING (AS SPECIFIED IN THE
ATTACHED TO THE POSTS ACCORDING TO THE MANUFACTURER'S
LATEST REVISION OF THE STATE OF CT GUIDELINES FOR SOIL EROSION AND
RECOMMENDATION.
SEDIMENT CONTROL).
2. bOl-ONANCE
2. - EQUED PREPARATION
(A) FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND
(A) APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS SUCH AS THOSE
AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE
MADE IMMEDIATELY,
OFFERED BY THE UNIVERSITY OF CONNECTICUT SOIL TESTING LABORATORY. SOIL
SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION
(B) THE BARRIER SHALL BE REPLACED PROMPTLY, SHOULD THE FABRIC DECOMPOSE
SERVICE OFFICE. IF SOiL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE
OR BECAME INEFFECTIVE PRIOR TO THE ESTABLISHMENT OF PERMANENT
SITES, OR WHERE TIMING- IS CRITICAL, FERTILIZER.. MAY BE APPLIED AT RATE OF
VEGETATIVE COVER.
300 LBS, PER ACRE OR 7.5 LBS. PER 1,000 SQ.FT. USING 10--10-10 OR
EQUIVALENT. IN ADDITION, 300 LBS. OF 38-0-0 PER ACRE OR EQUIVALENT
OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND
(C) SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THEY REACH
LIMESTONE (EQUIVALENT TO 50X CALCIUM PLUS MAGNESIUM OXIDE) AS
APPROXIMATELY ONE—HALF THE HEIGHT OF THE BARRIER.
FOLLOWS:
(D) ANY SEDIMENT DEPOSIT REMAINING IN PLACE AFTER THE .SILT FENCE OR
FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO
THE EXISTING GRADE PREPARED AND SEEDED.
JEMPORARY MULCHING (Mu)
APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL
SURFACE.
1. lNSI'ALLOON REOLIIIREMEEN?a
(A) AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED SHALL
BE MULCHED IMMEDIATELY FOLLOWING SEEDING. MULCH ANCHORING WILL
BE USED ON SLOPES GREATER THAN 3 PERCENT AND CONCENTRATED FLOW
AREAS SUCH AS DIVERSION AND WATERWAY CHANNELS.
AREAS WHICH CANNOT BE SEEDED WITHIN THE SEEDLING DATES SHOULD BE
MULCHED TO PROVIDE TEMPORARY PROTECTION TO THE SOIL SURFACE,
AN ORGANIC MULCH OTHER THAN WOOD FIBER ALONE SHALL BE USED, AND
THE AREA SHALL BE SEEDED AS SOON AS SEEDING DATES PERMIT.
MULCH SHALL BE USED WHEN TREE, SHRUB, AND GROUND COVER PLANTINGS
DO NOT PROVIDE ADEQUATE EROSION PROTECTION.
1. S G�GAANI M.4li.SrHES
(A) ORGANIC MULCHES MAY BE USED IN ANY AREA WHERE MULCH IS
REQUIRED, SUBJECT TO THE RESTRICTIONS NOTED IN THE STATE OF CT
"GUIDEUNES FOR SOIL EROSION & SEDIMENT CONTROL".
STRAW OR HAY MULCH MUST BE ANCHORED IMMEDIATELY AFTER
SPREADING TO PREVENT WINDBLOWING. OTHER ORGANIC MULCHES
DO NOT REQUIRE ANCHORING. THE FOLLOWING METHODS OF
ANCHORING STRAW OR HAY MAY BE USED.
(B) MULCH ANCHORING TOOL
THIS IS A TRACTOR—DRAWN IMPLEMENT DESIGNED TO PUNCH
MULCH INTO THE SOIL SURFACE, THIS METHOD PROVIDES
MAXIMUM EROSION CONTROL WITH STRAW. IT IS LIMITED TO
USE ON SLOPES NO STEEPER THAN 3 TO 1 (3 HORIZONTALLY
TO 1 VERTICALLY), WHERE EQUIPMENT CAN OPERATE SAFELY.
MACHINERY SHALL BE OPERATED ON THE CONTOUR.
(C) TRACKING
APPLY MULCH AND DRiVE TRACKED EQUIPMENT UP AND DOWN
SLOPE OVER ENTIRE SURFACE $O CLEAT MARKS ARE PARALLEL
TO CONTOUR.
(D) LIQUID MULCH BINDERS
APPLICATION OF LIQUID MULCH BINDERS AND TACKIFIERS
SHOULD BE HEAVIEST AT EDGES OF AREAS AND AT CRESTS OF
RIDGES AND BANKS TO PREVENT WINDBLOWING. THE
REMAINDER OF THE AREA SHOULD HAVE BINDER APPLIED
UNIFORMLY. BINDERS MAY BE APPLIED AFTER MULCH IS
SPREAD OR MAY BE SPRAYED INTO THE MULCH AS IT IS
BEING BLOWN ONTO THE SOIL. APPLYING STRAW AND BiNDER
TOGETHER IS THE MOST EFFECTIVE METHOD.
THE FOLLOWING TYPES OF BINDERS MAY BE USED:
AIN
APPYY ACCORDANCE WITH CT DOT STANDARD
SPECIFICATION FORM 816, SPEC. 9.4503 SEC(4A).
MMETIC BINDERS
CHEMICAL BINDERS SUCH AS PETROSET, TERRATACK,
HYDRO MULCH AND AEROSPRAY MAY BE USED AS
RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH.
THEY ARE USEFUL IN RESIDENTIAL AREAS WHERE
ASPHALT MAY BE A PROBLEM.
(E) MULCH NETTINGS
INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
(F) PEG AND TWINE
DRIVE 4—INCH TO 6—INCH WOODEN PEGS TO WITHIN 3 INCHES OF
THE SOIL SURFACE EVERY 3 FEET IN ALL DIRECTIONS. STAKES MAY BE
DRIVEN BEFORE OR AFTER STRAW IS SPREAD. SECURE MULCH BY
STRETCHING TWINE BETWEEN PEGS IN A CRISS—CROSS—WITHIN—A—SQUARE
PATTERN. TURN TWINE 2 OR MORE TIMES AROUND EACH PEG.
2. CHEMICAL MULCHES
(A) CHEMICAL MULCHES MAY BE USED ALONE IN THE FOLLOWING SITUATIONS:
FROM MAY 1 TO JUNE 15 AND SEPTEMBER 15 TO OCTOBER 151 .
PROVIDED THAT THEY ARE USED ON AREAS WITH SLOPES NO STEEPER THAN
4 TO 1 (4 HORIZONTALLY TO 1 VERTICALLY), WHICH HAVE BEEN ROUGHENED.
IF EROSION STILL OCCURS, ANOTHER MULCH MATERIAL SHALL BE APPLIED
IMMEDIATELY.
NOTE: CHEMICAL MULCHES MAY BE USED TO BIND OTHER MULCHES OR
WiTH WOOD FIBER IN A HYDROSEEDED SLURRY AT ANY TIME.
MANUFACTURER'S. RECOMMENDATIONS FOR APPLICATION OF CHEMICAL
MULCHES SMALL BE FOLLOWED.
3. ,MATS
(A) INSTALL IN ACCORDANCE WiTH MANUFACTURER'S RECOMMENDATIONS
MAINTENANCE
ALL MULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER
RAINSTORMS, TO CHECK FOR SOIL EROSION. WHERE EROSION IS OBSERVED,
ADDITIONAL MULCH SHOULD BE APPLIED. NET SHOULD BE INSPECTED AFTER
RAINSTORMS FOR DISLOCATION OR FAILURE, IF WASHOUTS OR BREAKAGE
OCCUR, RE --INSTALL NET AS NECESSARY AFTER REPAIRING DAMAGE TO THE
SLOPE. INSPECTIONS SHOULD TAKE PLACE UNTiL GRASSES ARE FiRMLY
ESTABLISHED. GRASSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A
GROUND COVER IS ACHIEVED WHICH IS MATURE ENOUGH TO CONTROL SOIL
EROSION AND TO SURVIVE SEVERE WEATHER CONDITIONS. WHERE MULCH IS
USED IN CONJUNCTION WITH ORNAMENTAL PLANTINGS, INSPECT PERIODICALLY
THROUGHOUT THE YEAR TO DETERMINE iF MULCH IS MAINTAINING COVERAGE
OF THE SOIL SURFACE; REPAIR AS NEEDED.
SEEDING SCHEDULE
PERMANENT SEEDING
PERMANENT SEEDING SHALL BE ACCOMPLISHED WITH ONE OF THE FOLLOWING SEEDING
7o OF MASS
I Ow AND OVER
0
MIXTURES:
30-50
4 TO 6
30-50
KIND OF AREA:
20-30
BORROW AREAS, ROADSIDES,
10-20
DIKES, LEVEES, POND BANKS AND OTHER SLOPES AND
1" REBAR FOR BAG
�� MIS
j��
BANKS
/ACRE 1-. gS,/1.OQ0 SO -EL
REMOVAL FROM INLET
KENTUCKY BLUEGRASS
20
0.45
CREEPING RED FESCUE
20
0.45
PERENNIAL RYEGRASS
5
0.1
TOTAL
45
1.0
KIND OF AREA.-
REA:LAWNS
LAWNSAND HIGH MAINTENANCE AREAS
cr
� .
.SEED MIXLU@E
KENTUCKY BLUEGRASS
LQUAME
20
WS11.000 SQ.FT.
0.45
EXPANSION
CREEPING RED FESCUE
20
0.45
RESTRAINT
PERENNIAL RYEGRASS
5
0.1
1/4" NYLON
ROPE
TOTAL
45
1.0
TE�'j3pY
SEEING RATES AND DATES
2"x2"x3/4"
RUBBER
BLOCK
SEED MIX
LBS
,OQ0 SQ,EL DAIS. (1)(3) DEPTH (2)
ANNUAL RYEGRASS
40
1.0 8/1-10 1 0.5 INCHES
3/1-6�5
SEEDING NOTES:
(1) MAY BE PLANTED
THORUGHOUT SUMMER IF SOIL IS ADEQUATE OR CAN BE IRRIGATED.
2 SEED AT TWICE THE INDICATED DEPTH FOR SANDY SOILS.
SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CT
QRGANIQ MU OH MATERIALS AND APPUCA TON RATS
MULQHES. PER ACRF. PER I.QQQ SIEL NOILS
STAW OR HAY 1/2-2 TONS 70-90 LBS FREE FROM MATTER AND
COURSE MATTER. MUST BE
ANCHORED. SPREAD WITH
MULCH BLOWER OR BY
HAND.
DOT MODIFIED
RIPRAP SIZES
STONE SIZE
7o OF MASS
I Ow AND OVER
0
6 TO 1611
30-50
4 TO 6
30-50
2" TO 4"
20-30
1" TO 2"
10-20
LEES THAN 1
0-10
DUST CONTROL MEASUREMENT AND RECOMMENDATIONS
CONSTRUCTION ACTIVITIES AT THE PROJECT SiTE WILL RESULT IN EMISSIONS OF
FUGITIVE DUST TO THE ATMOSPHERE. THE QUANTITY OF FUGITIVE DUST GENERATED
WILL BE CONTROLLED BUT IS DEPENDENT UPON WEATHER CONDITIONS. FUGITIVE
DUST PARTICLES HAVE A GREATER PROPENSITY TO BECOME AIRBORNE DURING DRY
AND BREEZY METEOROLOGICAL CONDITIONS. CONSTRUCTION ACTIVITIES AT THE SITE
WHICH WILL RESULT IN THE GENERATION OF FUGITIVE DUST INCLUDE GRADING,
MATERIAL LOADING AND UNLOADING, MATERIAL STORAGE PILES AND CONSTRUCTION
TRAFFIC. THE CONTRACTOR WILL IMPLEMENT THE FOLLOWING REASONABLE
PRECAUTIONS DURING CONSTRUCTION TO MINIMIZE THE GENERATION OF FUGITIVE
DUST:
(A) USE WATER FOR DUST CONTROL OF ACTIVE CONSTRUCTION AREAS, ACTIVE
UNPAVED ROADS, AND OTHER SURFACES WHICH CAN GIVE RISE TO AIRBORNE
DUST. A TYPICAL PRACTICE TO BE FOLLOWED DURING SITE GRADING WiLL BE TO
FOLLOW THE EARTH MOVING EQUIPMENT WITH A WATER TRUCK TO IMMEDIATELY
INET THE NEWLY DISTURBED AREA.
(B) APPLY SEED FOR A VEGETATIVE COVER ON STORAGE PILES, ESPECIALLY THOSE
THAT WILL REMAIN DORMANT FOR AN EXTENDED PERIOD.
(C) APPLY THE BINDER COURSE OF PAVING MATERIAL TO SITE AS SOON AS
FEASIBLE DURING CONSTRUCTION.
(0) THE CONTRACTOR MUST CLEAN/SWEEP DAILY ALL ON—SITE PAVED ROADS AND
THAT PORTION OF THE EXISTING PAVED SURFACES ON AND OFFSITE THAT ARE
USED FOR THE DURATION OF THE PROJECT BY CONSTRUCTION TRAFFIC.
(E) INSTITUTE A MAXIMUM ON SITE SPEED LIMIT OF 15 MILES PER HOUR.
(F) THE CONTRACTOR iS RESPONSIBLE FOR DUST CONTROL DURING THE
CONSTRUCTION PROCESS. THE CONTRACTOR SHALL INSPECT THE SITE TO
ASSURE DUST IS ADEQUATELY CONTROLLED. IF THE OWNERS REPRESENTATIVE
DETERMINES DUST CONTROL MEASURES ARE NOT ADEQUATE THE CONTRACTOR
SHALL BE REQUIRED TO INCREASE THESE MEASURES AS DIRECTED.
TRENCH DRAINS, MANHOLES
AND CATCH BASINS
FLOW
SEDIMENT BARRIER
SURROUNDING STOCKPILE
QrrnCTzrPrr 1P
NOT TO SCALE
NOTE: REGULAR FLOW = 40 GAL.,/MIN./SF
HIGH FLOW = 200 GAL./MIN./SF
TEMPORARY
VEGETATIVE COVER
TO BE ESTABLISHED
ON TOPSOIL STOCKPILE
6' 3'
n
ANCHOR WITH TWO 2" x 2" x 4'
STAKES — EACH BALE
4`1
FLOW
HAY BALE INSTALLATION AT
CATCH BASIN IN A DEPRESSION
NOT TO SCALE
SILTSOCK
NOT TO SCALE
STONE ON
FABRIC
MARAFI 14C
6 INCH,
OR ROAD)
12' MIN. (FOR DRIVEWAY)
CONSTRUCTION .ENTRANCE
NOT TO SCALE
FILTER ANGLE 10' UPSLOPE
FOR STABILITY AND BACKFILL, THE TRENCH
FABRIC SELF CLEANING. AND COMPACT THE
EXCAVATED SOIL.
FLOW--o--
ziE
BOTTOM OF
DRAINAGEWAY
COMPACTS
BACKFILL
IL I A
POINTS "A" SHOULD BE
HIGHER THAN POINT "B"
ELEVATION
SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT
PLACEMENT & CONSTRUCTION OF
SILTATION FENCE
NOT TO SCALE
I CONCRETE. BAFFLE
MTH OPENING
AS NOTED
12" RCP PIPE -
f `<4.. d' i
tt .a I
A I
a . .a :.. - �. . v ;-15" RCP PIPE
30" DIAMETER OPENING PILAN VIEW
12" RCP PIPE
12" RCF' PIPE -
30" DIA. X 4" C.I.
FRAME cc COVERS BY UCP
319.50
318.92
0.5- ,
s. 317.7
�-, 318.42 ,
CONCRETE BAFFLE
WITH OPENING AS NOTED
8" DIAMETER
OPENING IN SAFF-LE
"4 t 4
I
4,0'
•., .. < .
°
- 4• • ..
315.5
-
8' DIAMEI ER
OPENING IN BAFFLE
BAFFLE SECTION! MEW
NOTE:
1 } DISCiARGc STRUCTURE BASED
I ON 4x4 -x2 UTILITY VAULT.
315.5 315.5
U•5' 1315.0
15" RCP PIPE
SECTION MEW A --A
D I HA - GE STRUCTURE#1
-
NOT TO SCALE
t ------ 5.6'
CONCRETE BAFFLE
-.------4,0' VATH OPEN.iNG
AS NOTED
.'1 •. d 1 .
• °. i
15" RCP PIKE
_ i ,
30" DIAMETER OPENING =412 VIE S
4.0'
336.0.
• 4 , j <
A� d•- ,. n � 3..5
y
.332.5
6" DIAMETER
OPENING iN BAFFLE
BAFFLE SECTION VIEN
i
CLASS "A" CONCRETE
POURED IN PLACE OR
PRECAST CONCRETE
UNIT.
M
O
mw
J �
J
x
U �
m'
Z
of
F-
-a
i
aW
NOTES
PRECAST CONCRETE TOPS SUPPLIED SHALL BE APPROVED
BY THE TOWN ENGINEER BEFORE INSTALLATION.
PRECAST CONCRETE SUMP UNITS WILL BE PERMITTED.
WALL THICKNESS SHALL BE SAME AS REQUIRED FOR
CONSTRUCTION WITH OTHER PERMITTED MASONRY
MATERIAL. UNITS SHALL BE SUITABLE REINFORCED TO
PREVENT CRACKING DURING HANDLING AND PLACING.
UNITS SHALL BE APPROVED BY THE TOWN ENGINEER
BEFORE INSTALLATION.
ALL PRECAST CONCRETE PRODUCTS MUST HAVE THE
• CASTING DATE CLEARLY LABELED ON EACH PRODUCT.
5'- 4 " NO PRECAST CONCRETE PRODUCT SHALL BE DELIVERED
TO THE SITE WITHIN THE SEVEN DAY PERIOD FOLLOWING
PLAN THE CASTING DATE.
TYPE ' ' C -L' ' CATCH BASIN THIS DIMENSION MAY BE
INCREASED TO 1 1/2"AT THE
DIRECTION OF THE ENGINEER
8 6/a" 3'- 1s+' " 8 u"41Wil 7 5" taa" i'- 8 3/8 " w� r, rJr,
SECTION A -A
\
WORK DESCRIPTION
LOCATION
N
\
INITIALS
DATE RECEIVED
INI I T I ALS
1.
Limit of disturbance to be
PNORMAL FINISHED GRADING
DATE RECEIVED
n
1
Limit of disturbance to be Monahan Drive & Glen Close
GRADING TO BE VARIED
���.r•• •. ADJACENT TO CATCH BASIN
'�.•
flagged by licensed surveyor
_
DD
Zo
•�' : AS DIRECTED
Install hay bales/silt fence
As shown on plans
2
Install hay bales/silt fence As shown on plans
3.
J
Monahan Dr. swale Dennis Dr.
12' i'- 8 3/8%* 12'
W
Grubing
& ponds i and 2
M
o
__J
o
MINIMUM DEPTH UNLESS
Detention basin areas
SPECIFICALY RDERED
LUNDER
z
5.
Install. anti -tracking pad Monahan Dr. (sta.6+0 +/-) &
OTHERWISE
N
a111
N
TRAVELWAY 1'- 7 1/2 "
co
o
Monahan Dr., (pond #1)
UNDER UNTRAVELED
AREAS 0'- 3' '
Construct temporary sediment Pond #3
1V
F-
basin and swale
basin
0
all
Install hay bale silt fence
around stockpile areas
Designated stockpile areas
7 13/16" END OF PIPE TO BE
7 13/16
WITH
8.
o
Monahan Drive & Dennis Drive
CUT FLUSH
DRAINAGE OPENINGS IN 4 WALLS INSIDE OF CATCH
U)
8.
Construct Detention Basin &
AT OR IMMEDIATELY ABOVE THIS BASIN.
(ponds #i and #2)
ELEVATION
9.
Um
In W
9.
M
a
Wx
M
a
Sewer Main Line
zo
AST CONCRETE UNITS,
Final Grade & Stabilize
N
v
K, CLASS "A'' CONCRETE,
all Disturbed Areas
all Disturbed Areas
IN SANDY SOILS APPLYNRY CONCRETE UNITS,
r
11
DAMPPROOFING ON 4 WALLSE BRICK OR MASONRY
All disturbed areas
o
,
RETE UNITS ARE USED,
LLING WILL BE PER-
W
D. MAXIMUM CORBEL
Xa
3" NO PROJECTION
z
WTS
rn
EXTEND INSIDE OF
NOTED BY ** .
CJD
81, 3'- 0" 8"
CLASS
CONCRETE OR
4'- 4#1
PRECAST UNIT
SECTION B -B
TYPE ' ' .0-L ' ' CATCH BASIN
NOT TO SCALE
PHASE I - MONAHAN DR. (0+00 - 6+00) & DENNIS DR.
cc,n I A/GAIT AAlrr Cr•)nC• i n,,i nn►r-rnnr nr rr^,.r r .-.-,•
PHASE 11 - MONAHAN DR. (6+00 T'0 END ) It GLEN CLOSE.
SEDIMENT AND EROSION CONTROL CHECKLIST
WORK DESCRIPTION
LOCATION
DATE INSTALLED
INITIALS
DATE RECEIVED
INI I T I ALS
1.
Limit of disturbance to be
Monahan Dr., Dennis Dr. &
DATE RECEIVED
INI I T I ALS
1
Limit of disturbance to be Monahan Drive & Glen Close
flagged by licensed surveyor
Detention basin areas
flagged by licensed surveyor
2.
Install hay bales/silt fence
As shown on plans
2
Install hay bales/silt fence As shown on plans
3.
Conduct all clearing &
Monahan Dr. swale Dennis Dr.
Conduct all clearing & Monahan Dr., Glen Close &
Grubing
& ponds i and 2
4.
Strip Topsoil & Stockpile
Monahan Dr. Swale Dennis Dr.
Detention basin areas
& ponds 1 and 2
5.
Install. anti -tracking pad Monahan Dr. (sta.6+0 +/-) &
5.
Install anti -tracking pad
Monahan Drive & Dennis Drive
Glen Close
6.
Construct temporary sediment
Monahan Dr., (pond #1)
6.
Construct temporary sediment Pond #3
basin and swale
basin
7.
Install hay bale silt fence
around stockpile areas
Designated stockpile areas
8.
Construct Detention Basins &
Monahan Drive & Dennis Drive
8.
Construct Detention Basin &
Install Outlet Structures
(ponds #i and #2)
Install Outlet Structure Pond #3
9.
Install Storm Drainage & Sanitary
Monahan Drive & Dennis Drive
9.
Install Storm Drainage & Sanitary Monahan Drive & Glen Close
Sewer Main Line
Sewer Main Line
10
Final Grade & Stabilize
Monahan Drive & Dennis Drive
Final Grade & Stabilize Monahan Drive & Glen Close
all Disturbed Areas
all Disturbed Areas
11
Spread topsoil, fertilize & seed
All disturbed areas
PHASE 11 - MONAHAN DR. (6+00 T'0 END ) It GLEN CLOSE.
SEDIMENT AND EROSION CONTROL CHECKLIST
30" DIA. X 4" C.I.
FRAME cit COVERS BY UCP
V37.5
337.0
4.55
0.5'
1 336.01_ .<
CONCRETE BAFFLE
t ' 'MTH OPENING AS NOTED
12" RCF' PIPE 6" DIAMETER
ER
OPENiNG IN SAFtFLE
NOTE
332.5 1) DISCHARGE S T RUCTURE BASED
- ON 4x4x2 UTILITY VAULT,
13,32.5 < d: 4_ ... 332.5
0'S ! 332.0
0.5' 15" RCP PIPE
SECTION AEW A -A
IA FRU E #2-
Tarbell Heintz & Assoc. Inc.
_ Project Name Burlack
NOT TO SCALE -
1227 Burnside Ave. East Hartford Project Location Montville Ct.
5.0'--- - - - - - - �- - ---
CONCRETE BAFFLE Date2/16/2009--- - � -- --- 2/24/2009 3/3/2009 3/11/2009 3/18/2009 3/25/2009 3/31/2009 4/7/2009
------ 4.0'
'MTH OPENING- 4/14/2009 4/22/2009 -
_ AS NOTED
4 7 ° • " . . _
12" R PIPE Stand Pipe # Location Top to Grd Top to H2O Result Top to 1 i20 Result Top to H2O Result To to H2O Result To to
_ p p H2O Result Top to E20 Result Top to H2O Result Top to H2O Result I Top to H2O Result To to H2O Result
+ 340.3 _ p
- wly pond #1 6" 59 1/2" 531/2" 53" 47" 55 1/2" 49 1/2" 46 1/2" 40 1/2" 59 1/2" 53 1/2" 58 1/2" 521/2" 59 1/2" 53 1/2" 59 �" - „- --- -
e t n.1 2 - - _ - - - -
.•-• ,. � • ; ...:.. ,•. � ,:: � - 12" gOrr 6Sr► 1/2rr 1/2rr 1/2rr � / 1/2" 1/2rr 49 1 1/2rr
' I lot 39 12 24 - _ 7 60 - --- - ---
1 53 55
_efro _ 69 57 78 _661/2" 64" 52" 82" ?0' 90" 78" 83" 71'! '" 68 �2 1 /2!,
4 35 1
- ..4 : •' ..a ::'• :.. .: � 3 !1 rr it r, tl rr � r rr rt rr - _'
rr ri 56 55"r,
5.0 4,0 .'• ..i. .. : , °, - _ - 12 19 1/2 7 1/2 24 12 18 1/2 61/2 26 1/2 14 1/2" 40 1/2" 28 1/2" 21 1/2" 9 1/2" 71"
lylr 24" 13rr 1/2 171/2 1/2"- 1/2" g - 34rr _ _
11rr 30rr --
1y :• . :� 5 cl road _ 9 18 ' ,
1115 ��, 111 - : • :''- -- • ; .•. .' cl road 10" 26 1/2" 16 1/2" 19" 9" 24 1 2" 14 _
19 1/2" 23" 38" 27' 7 75 1/2" 14.1/2" 26 1/2" 1� 1'/2r! 20 8/2' 9 �r
* ° _ -_ / 1/2 7 /2 1/2rr 33rr 1 - 1/2"
lgrr 1/2rr ---_ n
I =.: 1/2" 27" 9r, 30rr►, „ 24„ 7 6r, 32, _ /2 29 1/2" 25 1/2" 15 112" 21 1/2" _ 11 1/2 21 11 17 r 7-
1 _ 23' 3
I 6 cl road 31 137_12-'
- --- - --- n u rr n n n r, „ �� - - -- -!r
I ' 4• . _ - - - - - 14 34 16 30 1? 26 1/2 8 1/2 29 1/2 11 1/2 25 1/2 7_1/2
1( 336 7 lot 9 14" 32" 18" _ 28 1/2" 14 1/2" 31" 17" 27" 13" 31 1/2" 17 1/2'r 31 1 2" 17 1/2" -
d t, - 31 1/2 17 1/2,1129 I/2 15 1/2' 30 1/2" 161/2" 25 1/2" 111/2r!
18 RCP PIPS _ g lot 10 10 39 1/2 29 1/2" 29" 19" 32" 22" 26 1/2" 16 1/2" 33" 23" " rr „ „
i :r.1 : •.::::.. ; - S" DIAMETER 34 1/2 24 1/2 31 1/2 21 1/2 30 20 30 1/2 20 / !,
-- - 12 241/2 141/2
lot 21 17" 43 1/2" 26" 37" 20" 40 1/2 23 1/Z" 34" 17" 45 1/2" 28 1/2" 50 1/2" 33 112" 4�. 1 �" r rr rr ,t „
OPENING IN 3Arr1� _ - - -- _ _ /� 2� 1/2 4U 23 40 1/2 23 1/2" 33" 16"
'. 10 - -- 15"- 40" 25" 32" - 17" 38 1/2" 231/2 27" 12" - 39 1/2" 241/211 48 1/2" 33 1/2" 43" 78rr „ - „
30 DIAMETER OPENING PI -AN SEW - BAFFLE SECTION VlEJ
- -
►► " rr rr r! r, „ 40 25 34 1/2 19 1/2" 22 1/2" _ 7 1/2„
30" DIA. X 4" C.I.
111 ot 28 10 58 48 58 48 58 _ 48 58 48 __ 58 48" 58" 48" 58" 48" 58„ 48" " -
-- -- -- 58 48 56 I/2 _ 4G 1/2!,
12 lot 29 12" 59 1/2" 47 1/2" 59 1/2" 47 1/2" 591/2" 47 1/2" 59 1/2" 47 1/2" 59 1/2" 47 1/5" 59 1/�" " _
FRAME COYrcftS 8Y UCP _-- - - _ 471/2 59 1/2 47 1/2" " rr --
- 59 1/2 47 112 59 1/2 47 1/2" 59 1/2" 4? 1/2'►
13 lot 34 12" 59" 47" 49 1/2" 371/2" 53 1/2" 41 1/2" 41" 29" 54" 42" 59" � 47" S9" 47" 59" 47" „ - �' -- ---
1 � 341.5 - 51 39 �!-
341.0
Z 0.58
361/2 2-11/2
CONCRETE BAFFLE
• '' .. 'MTH OPENING AS NOTED
FiIter Fabric
Proposed Grade
12" RCP PIPE i 3" DIAMETER
4" Dia .
OPENING IN BAFFLE NOTES AND DETAL�
(ft
oo • oQ -o" TopsoiI ?Ain. ;�� •�P ? ,O• .
_ OTE r 9R BURSAKE U-(
---. 1 1 ) DISCHARGE STRUCTURE SA.:tD ` ° ° f� :,� ';
I 1 , oo ON 4x4x2 UTILITY VAULT.o
;® 0 r .
° o - No 12o,4 °, GAY HILL L ROAD
00 0 \ ^•,.
-- 336.5-336.5
11/4" Stone( } •. �_
0.5
12" ® 0 12" ��,
.. 4 � _p�� 1P
- 336.0 ° e°° `io NJ a,. MONTVILLE, CONN[
--18" RCP PIPE _00 000
_--
_ � REVISION -TAR 8 �l��., H � I NTS � ASSOC
GALLEY DETAIL FOR ROOF LEADERS
SECTION VIEW A -A 6-26-09 •
Not To Sale 8-7-09 CIVIL ENGINEERS - LNND SL
1227 BURNSIDE AVE., SUITE 31 EAST HARTFORD,
DISCHARGE STRUCTURE #3
J08 N0. DATE: SCALE: DRAWN
NOT TO SCALE 2-03-09 1 11= 40' M
WORK DESCRIPTION LOCATION
DATE INSTALLED
INITIALS
DATE RECEIVED
INI I T I ALS
1
Limit of disturbance to be Monahan Drive & Glen Close
flagged by licensed surveyor
2
Install hay bales/silt fence As shown on plans
3.
Conduct all clearing & Monahan Dr., Glen Close &
Grubing Detention basin areas
4.
Strip Topsoil & Stockpile Monahan Dr., Glen Close &
Detention basin areas
5.
Install. anti -tracking pad Monahan Dr. (sta.6+0 +/-) &
Glen Close
6.
Construct temporary sediment Pond #3
basin
7.
Install hay bale silt fence Designated stockpile areas
around stockpile areas
8.
Construct Detention Basin &
Install Outlet Structure Pond #3
9.
Install Storm Drainage & Sanitary Monahan Drive & Glen Close
Sewer Main Line
10
Final Grade & Stabilize Monahan Drive & Glen Close
all Disturbed Areas
11
Spread topsoil, fertilize & 'seed All disturbed areas
30" DIA. X 4" C.I.
FRAME cit COVERS BY UCP
V37.5
337.0
4.55
0.5'
1 336.01_ .<
CONCRETE BAFFLE
t ' 'MTH OPENING AS NOTED
12" RCF' PIPE 6" DIAMETER
ER
OPENiNG IN SAFtFLE
NOTE
332.5 1) DISCHARGE S T RUCTURE BASED
- ON 4x4x2 UTILITY VAULT,
13,32.5 < d: 4_ ... 332.5
0'S ! 332.0
0.5' 15" RCP PIPE
SECTION AEW A -A
IA FRU E #2-
Tarbell Heintz & Assoc. Inc.
_ Project Name Burlack
NOT TO SCALE -
1227 Burnside Ave. East Hartford Project Location Montville Ct.
5.0'--- - - - - - - �- - ---
CONCRETE BAFFLE Date2/16/2009--- - � -- --- 2/24/2009 3/3/2009 3/11/2009 3/18/2009 3/25/2009 3/31/2009 4/7/2009
------ 4.0'
'MTH OPENING- 4/14/2009 4/22/2009 -
_ AS NOTED
4 7 ° • " . . _
12" R PIPE Stand Pipe # Location Top to Grd Top to H2O Result Top to 1 i20 Result Top to H2O Result To to H2O Result To to
_ p p H2O Result Top to E20 Result Top to H2O Result Top to H2O Result I Top to H2O Result To to H2O Result
+ 340.3 _ p
- wly pond #1 6" 59 1/2" 531/2" 53" 47" 55 1/2" 49 1/2" 46 1/2" 40 1/2" 59 1/2" 53 1/2" 58 1/2" 521/2" 59 1/2" 53 1/2" 59 �" - „- --- -
e t n.1 2 - - _ - - - -
.•-• ,. � • ; ...:.. ,•. � ,:: � - 12" gOrr 6Sr► 1/2rr 1/2rr 1/2rr � / 1/2" 1/2rr 49 1 1/2rr
' I lot 39 12 24 - _ 7 60 - --- - ---
1 53 55
_efro _ 69 57 78 _661/2" 64" 52" 82" ?0' 90" 78" 83" 71'! '" 68 �2 1 /2!,
4 35 1
- ..4 : •' ..a ::'• :.. .: � 3 !1 rr it r, tl rr � r rr rt rr - _'
rr ri 56 55"r,
5.0 4,0 .'• ..i. .. : , °, - _ - 12 19 1/2 7 1/2 24 12 18 1/2 61/2 26 1/2 14 1/2" 40 1/2" 28 1/2" 21 1/2" 9 1/2" 71"
lylr 24" 13rr 1/2 171/2 1/2"- 1/2" g - 34rr _ _
11rr 30rr --
1y :• . :� 5 cl road _ 9 18 ' ,
1115 ��, 111 - : • :''- -- • ; .•. .' cl road 10" 26 1/2" 16 1/2" 19" 9" 24 1 2" 14 _
19 1/2" 23" 38" 27' 7 75 1/2" 14.1/2" 26 1/2" 1� 1'/2r! 20 8/2' 9 �r
* ° _ -_ / 1/2 7 /2 1/2rr 33rr 1 - 1/2"
lgrr 1/2rr ---_ n
I =.: 1/2" 27" 9r, 30rr►, „ 24„ 7 6r, 32, _ /2 29 1/2" 25 1/2" 15 112" 21 1/2" _ 11 1/2 21 11 17 r 7-
1 _ 23' 3
I 6 cl road 31 137_12-'
- --- - --- n u rr n n n r, „ �� - - -- -!r
I ' 4• . _ - - - - - 14 34 16 30 1? 26 1/2 8 1/2 29 1/2 11 1/2 25 1/2 7_1/2
1( 336 7 lot 9 14" 32" 18" _ 28 1/2" 14 1/2" 31" 17" 27" 13" 31 1/2" 17 1/2'r 31 1 2" 17 1/2" -
d t, - 31 1/2 17 1/2,1129 I/2 15 1/2' 30 1/2" 161/2" 25 1/2" 111/2r!
18 RCP PIPS _ g lot 10 10 39 1/2 29 1/2" 29" 19" 32" 22" 26 1/2" 16 1/2" 33" 23" " rr „ „
i :r.1 : •.::::.. ; - S" DIAMETER 34 1/2 24 1/2 31 1/2 21 1/2 30 20 30 1/2 20 / !,
-- - 12 241/2 141/2
lot 21 17" 43 1/2" 26" 37" 20" 40 1/2 23 1/Z" 34" 17" 45 1/2" 28 1/2" 50 1/2" 33 112" 4�. 1 �" r rr rr ,t „
OPENING IN 3Arr1� _ - - -- _ _ /� 2� 1/2 4U 23 40 1/2 23 1/2" 33" 16"
'. 10 - -- 15"- 40" 25" 32" - 17" 38 1/2" 231/2 27" 12" - 39 1/2" 241/211 48 1/2" 33 1/2" 43" 78rr „ - „
30 DIAMETER OPENING PI -AN SEW - BAFFLE SECTION VlEJ
- -
►► " rr rr r! r, „ 40 25 34 1/2 19 1/2" 22 1/2" _ 7 1/2„
30" DIA. X 4" C.I.
111 ot 28 10 58 48 58 48 58 _ 48 58 48 __ 58 48" 58" 48" 58" 48" 58„ 48" " -
-- -- -- 58 48 56 I/2 _ 4G 1/2!,
12 lot 29 12" 59 1/2" 47 1/2" 59 1/2" 47 1/2" 591/2" 47 1/2" 59 1/2" 47 1/2" 59 1/2" 47 1/5" 59 1/�" " _
FRAME COYrcftS 8Y UCP _-- - - _ 471/2 59 1/2 47 1/2" " rr --
- 59 1/2 47 112 59 1/2 47 1/2" 59 1/2" 4? 1/2'►
13 lot 34 12" 59" 47" 49 1/2" 371/2" 53 1/2" 41 1/2" 41" 29" 54" 42" 59" � 47" S9" 47" 59" 47" „ - �' -- ---
1 � 341.5 - 51 39 �!-
341.0
Z 0.58
361/2 2-11/2
CONCRETE BAFFLE
• '' .. 'MTH OPENING AS NOTED
FiIter Fabric
Proposed Grade
12" RCP PIPE i 3" DIAMETER
4" Dia .
OPENING IN BAFFLE NOTES AND DETAL�
(ft
oo • oQ -o" TopsoiI ?Ain. ;�� •�P ? ,O• .
_ OTE r 9R BURSAKE U-(
---. 1 1 ) DISCHARGE STRUCTURE SA.:tD ` ° ° f� :,� ';
I 1 , oo ON 4x4x2 UTILITY VAULT.o
;® 0 r .
° o - No 12o,4 °, GAY HILL L ROAD
00 0 \ ^•,.
-- 336.5-336.5
11/4" Stone( } •. �_
0.5
12" ® 0 12" ��,
.. 4 � _p�� 1P
- 336.0 ° e°° `io NJ a,. MONTVILLE, CONN[
--18" RCP PIPE _00 000
_--
_ � REVISION -TAR 8 �l��., H � I NTS � ASSOC
GALLEY DETAIL FOR ROOF LEADERS
SECTION VIEW A -A 6-26-09 •
Not To Sale 8-7-09 CIVIL ENGINEERS - LNND SL
1227 BURNSIDE AVE., SUITE 31 EAST HARTFORD,
DISCHARGE STRUCTURE #3
J08 N0. DATE: SCALE: DRAWN
NOT TO SCALE 2-03-09 1 11= 40' M