Corrected Sheet 5 USDA Forest Service Boykin Springs Parking Lot and Roadway Improvements Plans 8-27-21.pdf
PDF 245 KB Posted
- Solicitation number
- 12445121B0002
- Issued by
-
Department of Agriculture Forest Service
About this file
This document provides details for an Invitation for Bid for the USDA Forest Service Boykin Springs Parking Lot and Roadway Repairs project. The solicitation involves repair and replacement work for badly aging asphalt pavement along 1.7 miles of Forest Service Road 313, milling and overlay of the next mile of roadway, replacement of three culverts, and complete removal and replacement of the Boykin Springs recreational area parking lot. Work will also include removal and replacement of two cattle guards. The 100% Service-Disabled Veteran-Owned Small Business set-aside contract has an estimated value between $1,000,000 to $5,000,000. Bids are due by September 3, 2021 with award expected shortly after. The work must be completed within 240 days of notice to proceed and will involve various asphalt paving, concrete, drainage, and roadside clearing items.
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Text version
PROPEOP
MATCH BOC TO
EXISTING SURFACE
L=57.2, R=50,0 A=65,5 o+O
L=15.7, R=lO.O A=90.2
29,50
N84• 07' 29.98'E L=7,3' s5• 52' 30.02·E L=21.5'
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(JJ
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TIE
EXISTING
CURB INT□
PAVEMENT
s3• 01' 15.15• c. ------+lL=l . '
TIE CURB
EXISTING
S6• 58' 40.07'E =16.5'
INT□
PAVEMENT
L- 2.6, R=29.5 8=6
PROPEOP
L=2.4, R=7,5 A=l8,5
N5• 43' L=6.3' s5• 43' 10.40• L=24,3'
10,00
13 14 s03• 55' 36.11•1,,1 L=74.5'
21.00 1 6
6.5' CURB
OPENING
tv;,a. 35.34, 21, 58-60, L=l2,1, R=20,0
A=34.8 s03• 55' 36.1 ?'V
L=3,8'
L=5.2, R=5.0 8=59.4
L=5.2, R=5,0 8=59.4
36.17'1,,/
PROPEOP
L=50.9, R=30.0 8=97.1
PROP WALKWAY,
N35° 50' 07,59'E L=5.4'
L=25.3, R=30.0 8=48,3
L=4 7.2, R=30.0 8=90,2
-s�8�41'0-;07;,,-2;9;,;98;'�1,,/-;--------:6.5' CURB OPENING
L=74.6'
10,00
3 4
L==83,9'
S84• 07' 29,98'\iJ
N84" o7' 29,98'E 84,96'
5 6
9.5' CURB OPENING
19,5
21, 9 1 0
V) 2'L ::::62, S84• 07' 29,98'\iJ
D
29.98'1,,/
10,00
L=15.4, R=65,7 A=13.4
NOTES:
CONSTRUCTTON FOR SURFACE TREATMENT AND PAVING SHALL CONSIST OF THE FOLLOWING
1. CONTRACTOR SHALL CLOSE ALL ACCESS ROUTES DURING CONSTRUCTTON
2. REMOVE LEAVES AND DEBRIS FROM SURFACE PRIOR TO PLACING PRIME COAT
J. LIME STABILIZE a• SUBGRADE O RATE OF 4.25 LBS/SY
4. PLACE B" CRUSHED AGGREGATE TXDOT 247, GRADE A TYPE 2, COMPACTION C
5. APPLY RC-JO PRIME COAT O RATE OF O.JO GAL/SY
6. APPLY RC-250 TAC COAT O RATE OF 0.25 GAL/SY
7. APPLY J,O" HOT MIX ASPHALT TXDOT TYPE C
B. APPLY RC-250 SURFACE TREATMENT O RATE OF 0.08 GAL/SY
MATCH BOC TO
EXISTING SURFACE
L=96.7, A=91.4
R=60.6
2+27 2+00
07,59'E
30.02'E
OPENING
OUTFALL AND RIP RAP
GRADE TO EXISTING GROUND
SITE BENCHMARK:
FOUND A 60D NAIL IN NORTH FACE
OF EXISTING POWER POLE LOCATED
AT NORTH EDGE OF GRASS ISLAND.
ELEV=149.78'
CONTROL POINT 1:
FOUND CONCRETE MONUMENT WITH
BRASS CAP, ELEVATION = 151 .08'
CONTROL POINT 2:
FOUND CONCRETE MONUMENT WITH
BRASS CAP, ELEVATION = 176.08'
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PROJECT NO:
DESIGN BY: Z. Peavy
DRAWN BY: Z. Peavy
CHECKED BY: S. Lewis
Sheet Title
PROPOSED PARKING
LOT LAYOUT
SHEET: 5 OF 8
PARKING LOT PAVEMENT AREA ~ 2360SY
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