Killingly Tree Clearing Drawings Revised.pdf
PDF 894 KB Posted
- Attached to
- Tree Removal and Stumping Services
- Solicitation number
- 37407
- Issued by
- Tolland County, Connecticut
About this file
This is a set of engineering drawings prepared by the Town of Killingly Engineering Department for an emergency access road tree removal and clearing project located at 226 Putnam Pike, Killingly, Connecticut. The project involves tree and brush removal and stumping services along a 50-foot-wide, 1,500-foot-long corridor spanning from Station 0+00 to Station 19+05, covering approximately 1.70 acres. The drawings were revised on June 12, 2026, to show the clearing width and include detailed topographic profiles, utility locations (8-inch PVC sewer lines), wetland areas (total wetland impact of 2,200 square feet), and elevation data at 100-foot intervals along the access road. A mandatory site walk is scheduled for June 17, 2026, at 9:00 a.m., with proposal submissions due July 14, 2026, at 2:00 p.m. Work must commence within 15 days of contract execution and be completed within 45 calendar days of the notice to proceed, with liquidated damages assessed at $100 per calendar day for completion beyond 60 calendar days.
The project requires a base bid for tree and brush clearing and disposal, with two optional alternates for stump removal and disposal or stump removal with stockpiling. All bid prices are lump sum and must include erosion and sedimentation controls, manpower, equipment, disposal, permits, transportation, and all associated costs. Contractors may haul material off-site or chip and blow it into woods outside clearing limits, with disposal locations to be clearly identified and verified as permitted to accept the specified material volumes. Bidders must demonstrate a minimum of five years of experience on similar projects and provide a 5 percent surety bid bond plus 100 percent labor, materials, and performance bonds. Required insurance includes commercial general liability of $1 million per occurrence/$2 million aggregate, automobile liability of $1 million, workers' compensation with $500,000 employer's liability, excess liability of $5 million, and pollution liability of $2 million. The Town waives permit fees but requires contractor compliance with all applicable permits and regulatory requirements. Questions regarding the project are due June 25, 2026, at 2:00 p.m., with responses and addenda issued by June 30, 2026.
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Text version
8" PVC SEWER
INV = 394.23
1+00
1.
9.
2+00
9.
9.
3+00
9.
8.
4+00
8.
7.
5+00
7.
6.
6+00
6.
5.
PVI STA:1+26.25
PVI ELEV:400.56
K:10.00
LVC:50.00
BV
C
S:
+0 1.
BV
C E:
.5
EV
C
S:
+5 1.
EV
C E:
.3
PVI STA:5+64.35
PVI ELEV:396.18
K:150.00
LVC:150.00
BV
C
S:
+8 9.
BV
C E:
.9
EV
C
S:
+3 9.
EV
C E:
.6
PVI STA:0+51.42
PVI ELEV:397.56
K:33.33
LVC:50.00
BV
C
S:
+2 6.
BV
C E:
.9
EV
C
S:
+7 6.
EV
C E:
.5
ST
A
:0 +0
6.
EL
EV
:3
.4
2.50%
4.00% -1.00%
CP 14
MAG SPK
ELEV = 398.62
OUTCROP
EX
IST
IN
G
G
RA
VE
L R
O
AD
TO
R
T.
TO
K
HS
APPROX. SLOPE LIMITS
R = 42'
R = 25'
EXISTING TREELINE
EXISTING SCHOOL DRIVEWAY
AT&T 4603
SMH #8
TF = 393.44
INV = 388.54 (IN SMH 9)
INV = 388.34 (OUT)
SMH #9
TF = 404.91
INV = 398.12 (IN SMH13)
INV = 396.22 (STUB N)
INV = 395.80 (OUT)
8" PVC
8" PVC
8" P
VC
3+
4+
4+
0+00
1+00
2+00
3+00 4+00
5+00
6+00
APPROX. SLOPE LIMITS
APPROX. CLEARING LIMITS
20' WIDE GRAVEL ROAD
50'
SCALE
1" = 20' H 1" = 20 V
M A
TC
H
LI
N
E
ST
A . 6
+5
SCALE
1" = 20'
Revised 6/12/2026 to show clearing width 50'
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
TOWN OF KILLINGLY ENGINEERING DEPARTMENT
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text A.B.E.
AutoCAD SHX Text
AutoCAD SHX Text
APRIL. 26'
AutoCAD SHX Text
- OF -
AutoCAD SHX Text
AutoCAD SHX Text
KHS EMERGENCY ACCESS ROAD STA. 0+00 TO 6+50
7+00
4.
3.
8+00
0.
1.
9+00
0.
9.
10+00
1.
6.
11+00
9.
2.
12+00
9.
1.
PVI STA:9+14.87
PVI ELEV:389.17
K:74.48
LVC:100.00
BV
C
S:
+6 4.
BV
C E:
.1
EV
C
S:
+6 4.
EV
C E:
.4
BV
C
S:
0+
.8
BV
C
E:
.2
-2.00%
-3.34%
48" RCP
INV = 376.80
BROOK
38238
W.F.7
W.F.6
W.F.5
W.F.4
W.F.4A
W.F.5A
W.F.6A
W.F.7A
W.F.8A
9A
W.F.(VHB)
6+
7+
8+00
9+00
10+00
11+00
12+00
13+00
APPROX. CLEARING LIMITS
APPROX. SLOPE LIMITS
20' WIDE GRAVEL ROAD
50'
MATCH LINE STA. 6+50
M
ATCH LINE STA. 13+00
SCALE
1" = 20' H 1" = 20 V
SCALE
1" = 20'
Revised 6/12/2026 to show clearing width 50'
AutoCAD SHX Text
TOWN OF KILLINGLY ENGINEERING DEPARTMENT
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text A.B.E.
AutoCAD SHX Text
AutoCAD SHX Text
APRIL 26'
AutoCAD SHX Text
- OF -
AutoCAD SHX Text
KHS EMERGENCY ACCESS ROAD STA. 6+50 TO 13+00
14+00
5.
5.
15+00
2.
2.
16+00
5.
5.
17+00
4.
4.
18+00
7.
7.
19+00
9.
9.
PVI STA:16+27.97
PVI ELEV:397.65
K:24.95
LVC:100.00BV
C S:
5+
.9
BV
C E:
.3
EV
C
S:
6+
.9
EV
C
E:
.9
0.51%
4.52%
CP 6 P.K.
ELEV = 397.33
CP 7 MAG SPK.
ELEV = 397.49
CP 5
MAG SPK
ELEV = 399.01
" H
DPE
CONC.
OPEN DUGOUT
CONC. FLOOR
METAL
BLEACHERS
H
HYDRANT
BIT. WALK
BIT. W
ALK
BIT.
ACCES
S R
OAD
W.F.
BROOK
CHAIN LINK FENCE
CHAIN LINK FENCE
EXISTING TREELINE
EX
IST
ING TR
EE
LIN
E
BROOK
W.F.
W.F.
W.F.
W.F.
W.F.
W.F.
W.F.
W.F.
W.F.
W.F.
W.F.
W.F.
W.F.
W.F.
9W.F.
W.F.
W.F.
W.F.
W.F.
W.F.
5A
W.F.
6A W.F.
7A
W.F.
8A W.F.
9A W.F.
(VHB)
W.F.
W.F.
W.F.
W.F.
+0
14+00
15+00
16+00 17+00
18+00
19+0019+05
BASEBALL FIELD
APPROX. CLEARING LIMITS
APPROX. SLOPE LIMITS
NOTE:
TOTAL WETLAND IMPACT = 2,200 S.F. ±
WETLAND IMPACT #2
50'
MATCH LINE STA. 13+00
SCALE
1" = 20' H 1" = 20 V
SCALE
1" = 20'
Revised 6/12/2026 to show clearing width 50'
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text A.B.E.
AutoCAD SHX Text
AutoCAD SHX Text
MAR. 26'
AutoCAD SHX Text
- OF -
AutoCAD SHX Text
AutoCAD SHX Text
KHS EMERGENCY ACCESS ROAD STA. 13+00 TO 19+00
TOWN OF KILLINGLY ENGINEERING DEPARTMENT
| Sheets and Views |
| 20 s 1 |
| Sheet 2.pdf |
| Sheets and Views |
| 20 s 2 |
| Sheet 3.pdf |
| Sheets and Views |
| 20 s 3 |
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