Killingly Tree Cleaning Drawings.pdf
PDF 924 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 the KHS Emergency Access Road project, spanning from Station 0+00 to Station 19+05. The project involves construction of a 20-foot-wide gravel road totaling approximately 1,900 linear feet, designed to provide emergency access to the Killingly High School campus. The drawings depict three sheets covering different segments of the road alignment, including horizontal and vertical geometry, utility conflicts, stream crossing details, and wetland impact areas. Key features include an 8-inch PVC sewer connection with specified invert elevations, a proposed 48-inch reinforced concrete pipe (RCP) stream crossing, and two distinct wetland impact zones totaling 2,000 square feet. The project incorporates vertical curves with specific K-values and lengths, slope limitations, and clearing limits, with elevation data ranging from approximately 377 feet to 404 feet along the route. The drawings indicate existing site conditions including treelines, a school driveway, gravel road, baseball field, brook, and chain-link fence locations.
The associated Tree Removal and Stumping Services contract opportunity requires the successful bidder to provide tree and brush cutting, removal, and disposal services within the marked clearing limits shown on the site plan. Removed material may be hauled off-site or chipped and dispersed outside the clearing limits, with disposal locations to be clearly specified by the bidder and verified as permitted to accept the material volumes. A mandatory site walk is scheduled for June 17, 2026, at 9:00 a.m. at 226 Putnam Pike, Killingly, Connecticut 06239, where contractors must meet at the location identified on the locus map included with the request for proposals.
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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
SCALE
1" = 20' H 1" = 20 V
M A
TC
H
LI
N
E
ST
A . 6
+5
SCALE
1" = 20'
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.
5.
11+00
9.
1.
12+00
9.
9.
PVI STA:9+14.87
PVI ELEV:389.17
K:50.00
LVC:100.00
BV
C
S:
+6 4.
BV
C E:
.1
EV
C
S:
+6 4.
EV
C E:
.1
PVI STA:12+16.80
PVI ELEV:377.09
K:27.78
LVC:250.00
BV
C
S:
0+
.8
BV
C
E:
.0
-2.00% -4.00%
BROOK
38238
388 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
PROPOSED 48" RCP STREAM
CROSSING
WETLAND IMPACT #1
MATCH LINE STA. 6+50
M
ATCH LINE STA. 13+00
SCALE
1" = 20' H 1" = 20 V
SCALE
1" = 20'
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:22.27
LVC:100.00BV
C S:
5+
.9
BV
C E:
.1
EV
C
S:
6+
.9
EV
C
E:
.9
0.51%
5.00%
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 = 2,000 S.F. ±
WETLAND IMPACT #2
MATCH LINE STA. 13+00
SCALE
1" = 20' H 1" = 20 V
SCALE
1" = 20'
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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