50182251_CR395_North_Road_Reconstruction_Multi-Use_Path_Specs_8.4.25_199.pdf
PDF 10 MB Posted
- Solicitation number
- 26-24
- Issued by
- Walton County, Florida
About this file
CR 395 North Road Reconstruction Multi-Use Path - Specifications and Maintenance Contract
This document package comprises technical specifications and construction plans prepared by Dewberry for the Walton County Board of County Commissioners in Florida for the CR 395 North Road Reconstruction Multi-Use Path project. The project involves the construction of a multi-use path and roadway reconstruction along North County Highway 395 in Santa Rosa Beach, Florida, extending approximately 83.75 stations (roughly 8.4 miles). The specifications detail the design of proposed asphalt paths (ranging from 6 to 10 feet in width), a 22-foot asphalt road, curb ramps, detectable warning strips, drainage infrastructure including 24-inch and 18-inch RCP (reinforced concrete pipe) and ADS N-12 (corrugated plastic pipe), and related site work. The project includes significant drainage modifications with multiple storm drain structures and substantial wetland impact areas (totaling numerous parcels with cumulative impacts measured in acres). The permitting set represents 90% construction documentation, with plans prepared under professional engineers Clifford L. Knauer, P.E., and drawn in July 2020. The related contract opportunity for "Maintaining Multi-Use Path and Rights of Way: Phase 2" specifies a two-year initial contract term with options for two additional one-year renewal periods, indicating this is a maintenance agreement for infrastructure following project completion.
The specifications include detailed requirements for site clearing, earthwork, grassing and sodding, asphalt pavement construction with limerock base courses, and thermoplastic traffic stripe installation. The project incorporates multiple drainage modifications with invert elevations specified throughout the alignment, requiring coordination with regional utilities for equipment and structure relocation. Vertical curve calculations, slope requirements, and grade specifications are provided in comprehensive cross-section and profile sheets. Environmental considerations include wetland impact mitigation measures and compliance with Army Corps of Engineers permitting standards, with multiple protective measures documented in related environmental impact statements. The maintenance contract represents Phase 2 ongoing operations, suggesting this project represents a significant infrastructure investment by Walton County to enhance pedestrian and bicycle connectivity along a critical state corridor near Eden Gardens State Park and Bay Elementary School.
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Other files
| File | Type | Posted |
|---|---|---|
| Maintaining_Multi-Use_Path_and_Rights_of_Way:_Phase_2_(Addendum_#1_Revision).pdf | ||
| Contract_No._26-24.pdf | ||
| ITB_26-24_Bid_Schedule_(Attachment_C).docx | DOCX document | |
| Lakewood_Dr._MAP_(1).pdf |
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Text version
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N. CO. HWY. 395
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P E
E D m i h
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
PROPOSED SAW
CUT EOP (TYP)
PROPOSED
8' ASPHALT
PATH (TYP)
STA:5+21.23
OFF:33.50'R
BEGIN CONSTRUCTION
AT EXISTING ASPHALT
MULTIUSE PATH
STA:0+59.73 OFF:26.37'R
STA:4+35.00
OFF:43.00'R
FDOT INDEX NO. 216
QUADRUPLE BARREL
FLUME
STA:1+14.80
OFF:30.83'R
PROPOSED
10' CONCRETE
PAD (TYP)
PROPOSED
10' ASPHALT
PATH (TYP)
PROPOSED CURB RAMP AND
DETECTABLE WARNING STRIP
(FDOT INDEX NO. 304, CR-E)
SAW CUT EOP
(TYP)
PROPOSED
10' CONCRETE
PATH (TYP)
PROPOSED
10' ASPHALT
PATH (TYP)
STA:3+84.88
OFF:34.46'R
STA:5+05.00
OFF:43.03'R
STA:7+80.36
OFF:43.00'R
FDOT INDEX NO. 300
TYPE F CURB
3' CURB
TRANSITION
3' CURB
TRANSITION
3' CURB
TRANSITION
BOTH SIDES
3' CURB
TRANSITION
BOTH SIDES
NOTE:
SEE SHEETS S-1 AND S-2
FOR STRIPING AND SIGNALIZATION
MODIFICATIONS.
PROPOSED CURB RAMP AND
DETECTABLE WARNING STRIP
(FDOT INDEX NO. 304, CR-E)
MES-01A
STA: 4+78.57 OFF: 56.07R
INV OUT : 17.91 - 24" ADS N-12
10' LF OF 24" RCP @ -0.50%
INSTALL 65SY OF
ALABAMA 18" THICK
CLASS II RIP RAP OVER
D-2 FILTER FABRIC
24 LF - FDOT INDEX NO. 862
ALUMINUM PEDESTRIAN
BICYCLE RAILING
WETLAND IMPACT
AREA 01 = 3,288 SF±
(0.0754 AC±)
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PVI ELEV:22.62
AD:2.29%
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LOW POINT ELEV: 23.19
LOW POINT STA: 3+82.34
PVI STA:8+86.92
PVI ELEV:20.05
AD:1.66%
K:200.00
331.32' VC
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EX. 122' LF OF 24" RCP @ -0.89%
EX. MES - 01
STA:3+75.31 OFF:61.48L
INV. IN:18.42 - EX. 24" RCP
EX. MES - 02
STA:4+71.97 OFF:48.56R
INV. OUT:17.96 - EX. 24" RCP
EX. MES - 03
STA:7+62.52 OFF:61.34L
INV. OUT:15.40 - EX. 24" RCP
MES-01A
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INV OUT : 17.91 - 24" ADS N-12
10' LF OF 24" ADS N-12 @ -0.50%
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PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
CLIFFORD L. KNAUER, P.E. 53930
30' 0'
60'
SCALE: 1" = 30'
15'
877 CR 393 North
Santa Rosa Beach, FL 32459
850.267.0759
PP-01
PLAN AND PROFILE
WLT
CLK
JULY 2020
50084172
WAM
SCALE:
1"=30' HORIZ
1"=10' VERT
PERMITTING SET 90% CONSTRUCTION
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SIGNAL POLE
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INV.24"R.C.P.=18.42'
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INV.24"R.C.P.=15.40'
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ELECTRIC TRANSFORMER PAD
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INLET RIM=24.68'
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INLET RIM=24.32'
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RIP RAP
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CONCRETE HEADWALL
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TREELINE
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TREELINE
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GRAVEL DRIVE
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4' WIRE FENCE
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PULL BOX
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WATER VALVE
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SIGN
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EXISTING BIKE PATH
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POWER POLES
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FORCE MAIN
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GUY ANCHORS
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INV.24"R.C.P.=17.96'
N. CO. HWY. 395
100' R/W
(TYP)
EXISTING EOP
(TYP)
EX EOP
(TYP)
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PATH (TYP)
8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
PROPOSED
10' ASPHALT
PATH (TYP)
RELOCATED 6'
PLASTIC FENCE
PROPOSED
22' ASPHALT
ROAD (TYP)
CD -01 (4:1 MES)
STA: 8+32.62 OFF: 48.51R
INV IN : 16.57 - 24" RCP
MATCH EX. 24" RCP INV IN:16.49
PROPOSED 8' of 24" RCP @ -1.00% x x x x
PROPOSED 6' ASPHALT
SHOULDER WITH STRIPED
GORE (TYP)
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WETLAND IMPACT
AREA 01 = 3,288 SF±
(0.0754 AC±)
WETLAND IMPACT
AREA 02 = 1,164 SF±
(0.0267 AC±)
WETLAND IMPACT
AREA 05 = 5,015 SF±
(0.1151 AC±)
WETLAND IMPACT
AREA 04 = 2,589 SF±
(0.0594 AC±)
WETLAND IMPACT
AREA 06 = 3,255 SF±
WETLAND IMPACT
AREA 03 = 2,592 SF±
(0.0596 AC±)
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PVI ELEV:20.05
AD:1.66%
K:200.00
331.32' VC
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8' LF OF 24" RCP @ -1.00%
CD -01 (4:1 MES)
STA: 8+32.62 OFF: 48.51R
INV IN : 16.57 - 24" ADS N-12
EX. 122' LF OF 24" @ -.89%
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APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
CLIFFORD L. KNAUER, P.E. 53930
30' 0'
60'
SCALE: 1" = 30'
15'
877 CR 393 North
Santa Rosa Beach, FL 32459
850.267.0759
PP-02
PLAN AND PROFILE
WLT
CLK
JULY 2020
50084172
WAM
SCALE:
1"=30' HORIZ
1"=10' VERT
PERMITTING SET 90% CONSTRUCTION
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BACKFLOW PREVENTER
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VALVE BOX
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WET WELL
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ELECTRIC TRANSFORMER PAD
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WETLAND LINE
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SIGN
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FORCE MAIN
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EXISTING EOP
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NORTH
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STATE PARK
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EDEN GARDENS
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JCT
PROPOSED 22'
ASPHALT ROAD (TYP)
100' R/W
(TYP)
EX EOP
(TYP)
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PATH (TYP)
N. CO. HWY. 395
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
MES-01
STA: 24+79.52 OFF: -26.50L
INV IN : 13.11 - 24" ADS N-12
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WETLAND IMPACT
AREA 07 = 5,513 SF±
(0.1266 AC±)
WETLAND IMPACT
AREA 06 = 3,255 SF±
(0.0747 AC±)
WETLAND IMPACT
AREA 09 = 5,606 SF±
(0.1287 AC±)
WETLAND IMPACT
AREA 08 = 3,347 SF±
(0.0768 AC±)
WETLAND IMPACT
AREA 11 = 5,945 SF±
(0.1365 AC±)
WETLAND IMPACT
AREA 10 = 3,110 SF±
(0.0714 AC±)
WETLAND IMPACT
AREA 14 = 5,774 SF±
(0.1326 AC±)
WETLAND IMPACT
AREA 13 = 2,685 SF±
(0.0616 AC±)
WETLAND IMPACT
AREA 18 = 1,419 SF±
(0.0326 AC±)
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PVI STA:25+65.87
PVI ELEV:16.42
AD:0.40%
K:372.16
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SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
CLIFFORD L. KNAUER, P.E. 53930
30' 0'
60'
SCALE: 1" = 30'
15'
877 CR 393 North
Santa Rosa Beach, FL 32459
850.267.0759
PP-03
PLAN AND PROFILE
WLT
CLK
JULY 2020
50084172
WAM
SCALE:
1"=30' HORIZ
1"=10' VERT
PERMITTING SET 90% CONSTRUCTION
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INV IN : 13.20 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
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INV OUT : 12.91 - 24" ADS N-12
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INV OUT : 12.66 - 24" RCP
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INV IN : 12.69 - 24" RCP
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INV OUT : 12.56 - 24" ADS N-12
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INV IN : 12.58 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
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INV OUT : 13.06 - 24" ADS N-12
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STA: 28+63.59 OFF: 25.00R
INV IN : 13.08 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
MES-12
STA: 30+61.88 OFF: 25.00R
INV OUT : 12.97 - 24" ADS N-12
MES-11
STA: 30+29.88 OFF: 25.00R
INV IN : 12.99 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
MES-14
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INV OUT : 12.45 - 24" ADS N-12
MES-13
STA: 30+68.00 OFF: -26.50L
INV IN : 12.47 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
MES-16
STA: 31+75.00 OFF: 25.00R
INV OUT : 12.92 - 24" ADS N-12
MES-15
STA: 31+35.00 OFF: 25.00R
INV IN : 12.94 - 24" ADS N-12
40' LF OF 24" ADS N-12 @ -0.05%
MES-18
STA: 32+50.00 OFF: 25.00R
INV OUT : 12.82 - 24" ADS N-12
MES-17
STA: 32+10.00 OFF: 25.00R
INV IN : 12.90 - 24" ADS N-12
40' LF OF 24" ADS N-12 @ -0.20%
STA: 34+26.70 OFF: 25.00R
INV IN : 12.79 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
HW - 02
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INV OUT : 9.50 - 24" RCP
INV OUT : 9.50 - 24" RCP
HW - 01
STA: 30+05.53 OFF: -19.00L
INV IN : 12.00 - 24" RCP
INV IN : 12.00 - 24" RCP
(2) - 72' LF OF 24" RCP @ -3.47%
24 LF - FDOT INDEX NO. 862
ALUMINUM PEDESTRIAN
BICYCLE RAILING
R1-1
24" STOP BAR
& DOUBLE YELLOW
STRIPES
WETLAND IMPACT
AREA 12 = 498 SF±
(0.0114 AC±)
WETLAND IMPACT
AREA 18 = 1,419 SF±
(0.0326 AC±)
WETLAND IMPACT
AREA 15 = 1,868 SF±
(0.0429 AC±)
WETLAND IMPACT
AREA 16 = 1,248 SF±
(0.0287 AC±)
W E
T L
A N
D
I M
P A
C T
A R
F
A
C
WETLAND IMPACT
AREA 19 = 1,871 SF±
(0.0430 AC±)
WETLAND IMPACT
AREA 20 = 800 SF±
(0.0184 AC±)
WETLAND IMPACT
AREA 21 = 2,921 SF±
(0.0671 AC±)
WETLAND IMPACT
AREA 22 = 1,154 SF±
(0.0265 AC±)
WETLAND IMPACT
AREA 23 = 2,919 SF±
(0.0670 AC±)
S T
A
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H E
F O
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R O
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T I O
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R E
F E
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F E
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F E
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F E
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A
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N
P R
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I O
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R
P
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T C
H
L
I N
E
A
T I O
N
N E
E
M
B E
R
P
P
25+00
25+50
26+00
26+50
27+00
27+50
28+00
28+50
29+00
29+50
30+00
30+50
31+00
31+50
32+00
32+50
33+00
33+50
-0.05%
PVI STA:25+65.87
PVI ELEV:16.42
AD:0.40%
K:372.16
150.00' VC
E V
C S
E V
C E
MES-02
STA: 25+27.52 OFF: -26.50L
INV OUT : 12.91 - 24" ADS N-12
48' LF OF 24" ADS N-12 @ -0.42%
MES-03
STA: 26+20.33 OFF: 25.00R
INV IN : 13.20 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
MH-04
STA: 26+52.33 OFF: 25.00R
INV OUT : 13.18 - 24" ADS N-12
MES-05
STA: 26+42.33 OFF: -26.50L
INV IN : 12.69 - 24" RCP
40' LF OF 24" RCP @ -0.08%
MES-06
STA: 26+82.33 OFF: -26.50L
INV OUT : 12.66 - 24" RCP
MES-07
STA: 28+57.81 OFF: -26.50L
INV IN : 12.58 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
MES-08
STA: 28+89.81 OFF: -26.50L
INV OUT : 12.56 - 24" ADS N-12
MES-09
STA: 28+63.59 OFF: 25.00R
INV IN : 13.08 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
MES-10
STA: 28+95.59 OFF: 25.00R
INV OUT : 13.06 - 24" ADS N-12
MES-11
STA: 30+29.88 OFF: 25.00R
INV IN : 12.99 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
MES-12
STA: 30+61.88 OFF: 25.00R
INV OUT : 12.97 - 24" ADS N-12
MES-13
STA: 30+68.00 OFF: -26.50L
INV IN : 12.47 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
MES-14
STA: 31+00.00 OFF: -26.50L
INV OUT : 12.45 - 24" ADS N-12
MES-15
STA: 31+35.00 OFF: 25.00R
INV IN : 12.94 - 24" ADS N-12
40' LF OF 24" ADS N-12 @ -0.05%
MES-16
STA: 31+75.00 OFF: 25.00R
INV OUT : 12.92 - 24" ADS N-12
MES-17
STA: 32+10.00 OFF: 25.00R
INV IN : 12.90 - 24" ADS N-12
40' LF OF 24" ADS N-12 @ -0.20%
MES-18
STA: 32+50.00 OFF: 25.00R
INV OUT : 12.82 - 24" ADS N-12
HW - 01
STA: 30+05.53 OFF: -19.00L
INV IN : 12.00 - 24" RCP
INV IN : 12.00 - 24" RCP
72' LF OF 24" RCP @ -3.47%
72' LF OF 24" RCP @ -3.47%
HW - 02
STA: 30+05.53 OFF: 53.00R
INV OUT : 9.50 - 24" RCP
INV OUT : 9.50 - 24" RCP
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54321
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E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
CLIFFORD L. KNAUER, P.E. 53930
30' 0'
60'
SCALE: 1" = 30'
15'
877 CR 393 North
Santa Rosa Beach, FL 32459
850.267.0759
PP-04
PLAN AND PROFILE
WLT
CLK
JULY 2020
50084172
WAM
SCALE:
1"=30' HORIZ
1"=10' VERT
PERMITTING SET 90% CONSTRUCTION
N
O R
A
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R S
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F L
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I D
A
AutoCAD SHX Text T
AutoCAD SHX Text W
AutoCAD SHX Text V
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
4' WIRE FENCE
AutoCAD SHX Text
REFLECTOR
AutoCAD SHX Text
SIGN: BURIED FIBER OPTIC CABLEBURIED FIBER OPTIC CABLE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
EXISTING EOP
AutoCAD SHX Text
ASPHALT ROAD
AutoCAD SHX Text
FORCE MAIN
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
WATER MAIN
STOP
R A
D I S
E
L N
P C
PROPOSED 22'
ASPHALT ROAD (TYP)
100' R/W
(TYP)
EX EOP
(TYP)
PROPOSED
10' ASPHALT
PATH (TYP)
N. CO. HWY. 395
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
RELOCATED FIRE HYDRANT
AND WATER VALVE
STA: 32+50.00 OFF: 25.00R
INV OUT : 12.82 - 24" ADS N-12
MES-20
STA: 34+58.70 OFF: 25.00R
INV OUT : 12.77 - 24" ADS N-12
MES-19
STA: 34+26.70 OFF: 25.00R
INV IN : 12.79 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
MES-22
STA: 39+62.70 OFF: -26.50L
INV OUT : 11.93 - 24" ADS N-12
MES-21
STA: 39+30.70 OFF: -26.50L
INV IN : 11.96 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.09%
MES-24
STA: 39+97.34 OFF: 25.00R
INV OUT : 12.40 - 24" ADS N-12
MES-23
STA: 39+65.34 OFF: 25.00R
INV IN : 12.43 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.09%
MES-26
STA: 41+48.26 OFF: -26.50L
INV IN : 11.97 - 24" RCP
MES-25
STA: 40+92.26 OFF: -26.50L
INV OUT : 12.27 - 24" RCP
56' LF OF 24" RCP @ 0.54%
MES-28
STA: 41+79.99 OFF: 25.04R
INV OUT : 12.00 - 24" ADS N-12
MES-27
STA: 41+47.80 OFF: 25.00R
INV IN : 12.26 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.81%
E D
G
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D E
N S
S T
A T
E
P
A R
K
E N
T R
A N
W a
R
B W
R1-1
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
W E
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A N
D
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P A
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A R
A
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W E
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A N
D
I M
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A R
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A N
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A R
A
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A N
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A N
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I M
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A R
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W E
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A N
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I M
P A
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A R
A
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W E
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A N
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I M
P A
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A R
A
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W E
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A N
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I M
P A
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A R
A
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W E
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A N
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I M
P A
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A R
A
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W
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L
A
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W E
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A N
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I M
P A
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A R
A
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W E
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A N
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I M
P A
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A R
A
C
R E
F E
R
T
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P
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R E
F E
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T
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P
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R E
F E
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T
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P
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M
E
R E
F E
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T
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P
E R
M
E
R E
F E
R
T
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P
E R
M
E
R E
F E
R
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O
P
E R
M
E
M A
T C
H
L
I N
E
A
T I O
N
P R
E V
I O
E
M
B E
R
P
P
M A
T C
H
L I N
E
A
T I O
N
N E
E
M
B E
R
P
P
33+50
34+00
34+50
35+00
35+50
36+00
36+50
37+00
37+50
38+00
38+50
39+00
39+50
40+00
40+50
41+00
41+50
42+00
-0.05%
-0.10%
PVI STA:37+91.40
PVI ELEV:15.81
AD:0.05%
K:12000.00
600.00' VC
B V
C S
B V
C E
E V
C S
E V
C E
MES-19
STA: 34+26.70 OFF: 25.00R
INV IN : 12.79 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
MES-20
STA: 34+58.70 OFF: 25.00R
INV OUT : 12.77 - 24" ADS N-12
MES-21
STA: 39+30.70 OFF: -26.50L
INV IN : 11.96 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.09%
MES-22
STA: 39+62.70 OFF: -26.50L
INV OUT : 11.93 - 24" ADS N-12
MES-23
STA: 39+65.34 OFF: 25.00R
INV IN : 12.43 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.09%
MES-24
STA: 39+97.34 OFF: 25.00R
INV OUT : 12.40 - 24" ADS N-12
MES-25
STA: 40+92.26 OFF: -26.50L
INV OUT : 12.27 - 24" RCP
56' LF OF 24" RCP @ 0.54%
MES-26
STA: 41+48.26 OFF: -26.50L
INV IN : 11.97 - 24" RCP
MES-27
STA: 41+47.80 OFF: 25.00R
INV IN : 12.26 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.81%
MES-28
STA: 41+79.99 OFF: 25.04R
INV OUT : 12.00 - 24" ADS N-12
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54321
B
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D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
CLIFFORD L. KNAUER, P.E. 53930
30' 0'
60'
SCALE: 1" = 30'
15'
877 CR 393 North
Santa Rosa Beach, FL 32459
850.267.0759
PP-05
PLAN AND PROFILE
WLT
CLK
JULY 2020
50084172
WAM
SCALE:
1"=30' HORIZ
1"=10' VERT
PERMITTING SET 90% CONSTRUCTION
R
A
D
R
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O N
S T
R U
C T
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A
AutoCAD SHX Text W
AutoCAD SHX Text V
AutoCAD SHX Text
SHED
AutoCAD SHX Text T
AutoCAD SHX Text
ENTRANCE 1,000 FT
AutoCAD SHX Text
EDEN GARDENS
AutoCAD SHX Text
STATE PARK
AutoCAD SHX Text
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
AutoCAD SHX Text
STOP
E
L
N
D
I
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M i d
P T
PROPOSED 22'
ASPHALT ROAD (TYP)
100' R/W
(TYP)
EX EOP
(TYP)
PROPOSED
10' ASPHALT
PATH (TYP)
S
S
N C
O H
W Y
45+00
46+00
E
D
E
R
D
E
N
S
S
T
A
R
K
RELOCATED FIRE HYDRANT
AND WATER VALVE
RELOCATED BACKFLOW
PREVENTER AND METER
TO BE ADJUSTED TO PROPOSED GRADE
RELOCATED WATER VALVE
TO BE ADJUSTED TO
PROPOSED GRADE
MES-28
STA: 41+79.99 OFF: 25.04R
INV OUT : 12.00 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.81%
MES-30
STA: 43+26.21 OFF: 25.00R
INV OUT : 11.78 - 24" ADS N-12
MES-29
STA: 42+93.63 OFF: 25.00R
INV IN : 11.80 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
MES-31
STA: 45+21.96 OFF: -35.14L
INV OUT : 13.69 - 24" RCP
MES-32
STA: 45+68.75 OFF: -36.00L
INV IN : 13.85 - 24" RCP
48' LF OF 24" RCP @ -0.33%
MES-33
STA: 45+22.51 OFF: 25.02R
INV OUT : 11.96 - 24" ADS N-12
MES-34
STA: 45+55.09 OFF: 25.00R
INV IN : 12.02 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.19%
MES-35
STA: 47+87.51 OFF: -36.00L
INV OUT : 12.55 - 24" RCP
MES-36
STA: 48+67.51 OFF: -36.00L
INV IN : 12.57 - 24" RCP
80' LF OF 24" RCP @ -0.03%
MES-37
STA: 48+18.00 OFF: 25.00R
INV OUT : 12.72 - 24" ADS N-12
MES-38
STA: 48+50.00 OFF: 25.00R
INV IN : 12.78 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.19%
MES-39
STA: 49+78.37 OFF: 25.00R
INV OUT : 12.96 - 24" ADS N-12
MES-40
STA: 50+10.37 OFF: 25.00R
INV IN : 13.02 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.19%
MES-41
STA: 50+32.00 OFF: -36.00L
INV OUT : 12.85 - 24" RCP
HW - 04
STA: 43+66.57 OFF: 50.00R
INV OUT : 9.25 - 24" RCP
INV OUT : 9.25 - 24" RCP
HW - 03
STA: 43+66.22 OFF: -24.99L
INV IN : 10.00 - 24" RCP
INV IN : 10.00 - 24" RCP
(2) 73' LF OF 24" RCP @ -1.02%
24 LF - FDOT INDEX NO. 862
ALUMINUM PEDESTRIAN
BICYCLE RAILING
R1-1
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
E D
R
D E
N S
S T
A T
E
P
A R
K
N E
F T
R
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
S
M p
R
WETLAND IMPACT
AREA 33 = 1,724 SF±
(0.0396 AC±)
W
E
T
L
A
P
A
C
T
A
R
W
E
T
L
A
P
A
C
T
A
R
WETLAND IMPACT
AREA 38 = 1,377 SF±
(0.0316 AC±)
WETLAND IMPACT
AREA 40 = 1,379 SF±
(0.0317 AC±)
WETLAND IMPACT
AREA 39 = 935 SF±
(0.0215 AC±)
WETLAND IMPACT
AREA 43 = 734 SF±
(0.0169 AC±)
WETLAND IMPACT
AREA 41 = 484 SF±
(0.0111 AC±)
W
E T
L A
P A
C T
A R
S
F
A
C
WETLAND IMPACT
AREA 44 = 46 SF±
(0.0011 AC±)
R
E
F
R
M
E
R
E
F
R
M
E
R E
F E
R
T
O
P
E R
M
E
R E
F E
R
T
O
P
E R
M
E
R E
F E
R
T
O
P
E R
M
E
R E
F E
R
T
O
P
E R
M
E
R E
F E
R
T
O
P
E R
M
E
R E
F E
R
T
O
P
E R
M
E
M
A
T
A
T
I
P
R
E
V
I O
E
M
B
E
R
P
P
M
A T
N
E
A
T I O
N
N E
E
M
B E
R
P
P
42+00
42+50
43+00
43+50
44+00
44+50
45+00
45+50
46+00
46+50
47+00
47+50
48+00
48+50
49+00
49+50
50+00
50+50
-0.10%
0.15%
PVI STA:43+66.57
PVI ELEV:15.23
AD:0.25%
K:594.69
150.00' VC
B V
C S
B V
C E
E V
C S
E V
C E
LOW POINT ELEV: 15.28
LOW POINT STA: 43+51.04
MES-29
STA: 42+93.63 OFF: 25.00R
INV IN : 11.80 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.06%
MES-30
STA: 43+26.21 OFF: 25.00R
INV OUT : 11.78 - 24" ADS N-12
MES-31
STA: 45+21.96 OFF: -35.14L
INV OUT : 13.69 - 24" RCP
48' LF OF 24" RCP @ -0.33%
MES-32
STA: 45+68.75 OFF: -36.00L
INV IN : 13.85 - 24" RCP
MES-33
STA: 45+22.51 OFF: 25.02R
INV OUT : 11.96 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.19%
MES-34
STA: 45+55.09 OFF: 25.00R
INV IN : 12.02 - 24" ADS N-12
MES-35
STA: 47+87.51 OFF: -36.00L
INV OUT : 12.55 - 24" RCP
80' LF OF 24" RCP @ -0.03%
MES-36
STA: 48+67.51 OFF: -36.00L
INV IN : 12.57 - 24" RCP
MES-37
STA: 48+18.00 OFF: 25.00R
INV OUT : 12.72 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.19%
MES-38
STA: 48+50.00 OFF: 25.00R
INV IN : 12.78 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.19%
MES-40
STA: 50+10.37 OFF: 25.00R
INV IN : 13.02 - 24" ADS N-12
MES-39
STA: 49+78.37 OFF: 25.00R
INV OUT : 12.96 - 24" ADS N-12
MES-41
STA: 50+32.00 OFF: -36.00L
INV OUT : 12.85 - 24" RCP
HW - 03
STA: 43+66.22 OFF: -24.99L
INV IN : 10.00 - 24" RCP
INV IN : 10.00 - 24" RCP
73' LF OF 24" RCP @ -1.02%
73' LF OF 24" RCP @ -1.02%
HW - 04
STA: 43+66.57 OFF: 50.00R
INV OUT : 9.25 - 24" RCP
INV OUT : 9.25 - 24" RCP
P
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S
E D
W G
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
CLIFFORD L. KNAUER, P.E. 53930
30' 0'
60'
SCALE: 1" = 30'
15'
877 CR 393 North
Santa Rosa Beach, FL 32459
850.267.0759
PP-06
PLAN AND PROFILE
WLT
CLK
JULY 2020
50084172
WAM
SCALE:
1"=30' HORIZ
1"=10' VERT
PERMITTING SET 90% CONSTRUCTION
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AutoCAD SHX Text
SHED
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
6' CHAIN LINK FENCE
AutoCAD SHX Text
ELECTRIC METER PANEL
AutoCAD SHX Text
ELECTRIC TRANSFORMER PAD
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
LIFT STATION
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
AutoCAD SHX Text
SCHOOL
AutoCAD SHX Text
WHEN
AutoCAD SHX Text
FLASHING
AutoCAD SHX Text
END
AutoCAD SHX Text
SCHOOL
AutoCAD SHX Text
ZONE
AutoCAD SHX Text
SIGNS
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
FORCE MAIN
AutoCAD SHX Text
EXISTING EOP
AutoCAD SHX Text
EXISTING EOP
AutoCAD SHX Text
ASPHALT ROAD
AutoCAD SHX Text
STOP
AutoCAD SHX Text
NEXT LEFT
AutoCAD SHX Text
EDEN GARDENS
AutoCAD SHX Text
STATE PARK
AutoCAD SHX Text
STOP
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PROPOSED 22'
ASPHALT ROAD (TYP)
100' R/W
(TYP)
EX EOP
(TYP)
PROPOSED
10' ASPHALT
PATH (TYP)
51+00
52+00
53+00
54+00
55+00
56+00
57+00
BAY ELEMENTARY
(CYPRESS)
N. CO. HWY. 395
15.75
MES-42
STA: 51+27.12 OFF: -45.19L
INV IN : 12.85 - 24" RCP
96' of 24" RCP @ 0.00%
MES-43
STA: 51+00.00 OFF: 25.00R
INV OUT : 13.11 - 24" ADS N-12
MES-44
STA: 51+40.00 OFF: 26.50R
INV IN : 13.11 - 24" ADS N-12
40' LF OF 24" ADS N-12 @ 0.00%
MES-45
STA: 52+73.22 OFF: -44.50L
INV OUT : 13.61 - 18" ADS N-12
MES-46
STA: 53+05.22 OFF: -44.50L
INV IN : 13.65 - 18" ADS N-12
32' LF OF 18" ADS N-12 @ -0.12%
MES-47
STA: 53+68.00 OFF: 26.50R
INV OUT : 13.05 - 18" ADS N-12
MES-48
STA: 54+00.00 OFF: 26.50R
INV IN : 13.11 - 18" ADS N-12
32' LF OF 18" ADS N-12 @ -0.19%
STA:51+03.28
OFF:43.00'R
STA:51+29.28
OFF:38.00'L
STA:54+25.00
OFF:27.00'L
S
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24" STOP BAR WITH CROSS WALK
24" STRIPES AND 12" STRIPES
R
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
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T L A
P A
C T
A R
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WETLAND IMPACT
AREA 46 = 1,271 SF±
(0.0290 AC±)
WETLAND IMPACT
AREA 45 = 891 SF±
(0.0205 AC±)
WETLAND IMPACT
AREA 48 = 178 SF±
(0.0041 AC±)
WETLAND IMPACT
AREA 49 = 800 SF±
(0.0184 AC±)
WETLAND IMPACT
AREA 50 = 215 SF±
(0.0049 AC±)
WETLAND IMPACT
AREA 52 = 2,205 SF±
(0.0506 AC±)
WETLAND IMPACT
AREA 51 = 1865 SF±
(0.043 AC±)
WETLAND IMPACT
AREA 53 = 1988 SF±
(0.0.46 AC±)
WETLAND IMPACT
AREA 55 = 774 SF±
(0.0178 AC±)
WETLAND IMPACT
AREA 47 = 220 SF±
(0.0005 AC±)
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54+00
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55+00
55+50
56+00
56+50
57+00
57+50
58+00
58+50
59+00
0.15%
PVI STA:60+50.91
PVI ELEV:17.80
AD:0.75%
K:1863.56
1401.83' VC
B V
C S
B V
C E
HIGH POINT ELEV: 16.95
HIGH POINT STA: 56+33.69
MES-48
STA: 54+00.00 OFF: 26.50R
INV IN : 13.11 - 18" ADS N-12
32' LF OF 18" ADS N-12 @ -0.19%
MES-47
STA: 53+68.00 OFF: 26.50R
INV OUT : 13.05 - 18" ADS N-12
MES-46
STA: 53+05.22 OFF: -44.50L
INV IN : 13.65 - 18" ADS N-12
32' LF OF 18" ADS N-12 @ -0.12%
MES-45
STA: 52+73.22 OFF: -44.50L
INV OUT : 13.61 - 18" ADS N-12
MES-44
STA: 51+40.00 OFF: 26.50R
INV IN : 13.11 - 24" ADS N-12
40' LF OF 24" ADS N-12 @ 0.00%
MES-43
STA: 51+00.00 OFF: 25.00R
INV OUT : 13.11 - 24" ADS N-12
MES-42
STA: 51+27.12 OFF: -45.19L
INV IN : 12.85 - 24" RCP
96' LF OF 24" RCP @ 0.00%
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APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
CLIFFORD L. KNAUER, P.E. 53930
30' 0'
60'
SCALE: 1" = 30'
15'
877 CR 393 North
Santa Rosa Beach, FL 32459
850.267.0759
PP-07
PLAN AND PROFILE
WLT
CLK
JULY 2020
50084172
WAM
SCALE:
1"=30' HORIZ
1"=10' VERT
PERMITTING SET 90% CONSTRUCTION
R
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AutoCAD SHX Text T
AutoCAD SHX Text
4' WOOD FENCE
AutoCAD SHX Text
4' WOOD FENCE
AutoCAD SHX Text
INV.36"R.C.P.=12.43' TO REMAIN
AutoCAD SHX Text
INV.36"R.C.P.=12.47' TO REMAIN
AutoCAD SHX Text
ELECTRIC METER PANEL
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
ASPHALT ROAD
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
FORCE MAIN
AutoCAD SHX Text
FORCE MAIN
AutoCAD SHX Text
STOP
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
AutoCAD SHX Text
SCHOOL
AutoCAD SHX Text
WHEN
AutoCAD SHX Text
FLASHING
AutoCAD SHX Text
END
AutoCAD SHX Text
SCHOOL
ZONE
K
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PROPOSED 22'
ASPHALT ROAD (TYP)
100' R/W
(TYP)
EX EOP
(TYP)
PROPOSED
10' ASPHALT
PATH (TYP)
N . C
O . H
W Y. 3
63+00
64+00
RELOCATED FORCE MAIN VALVE
TO BE ADJUSTED TO PROPOSED GRADE
RELOCATED WATER VALVE
TO BE ADJUSTED TO
PROPOSED GRADE
RELOCATED WATER VALVE
TO BE ADJUSTED TO
PROPOSED GRADE
RELOCATED WATER VALVE
TO BE ADJUSTED TO
PROPOSED GRADE
RELOCATED FIRE HYDRANT
AND WATER VALVE
TO BE ADJUSTED TO
PROPOSED GRADE
RELOCATED WATER VALVE
TO BE ADJUSTED TO
PROPOSED GRADE
MES-50
STA: 59+40.61 OFF: 32.00R
INV OUT : 12.13 - 24" ADS N-12
MES-49
STA: 59+09.39 OFF: 32.00R
INV IN : 12.25 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.38%
MES-52
STA: 61+06.31 OFF: 28.00R
INV OUT : 12.48 - 24" RCP
MES-51
STA: 60+43.69 OFF: 28.00R
INV IN : 12.64 - 24" RCP
64' of 24" RCP @ -0.25%
MES-53
STA: 61+56.14 OFF: 32.00R
INV IN : 12.45 - 24" ADS N-12
72' LF OF 24" ADS N-12 @ -0.25%
MES-56
STA: 63+57.11 OFF: 32.00R
INV OUT : 12.10 - 24" ADS N-12
MES-55
STA: 63+18.09 OFF: 32.00R
INV IN : 12.20 - 24" ADS N-12
40' LF OF 24" ADS N-12 @ -0.25%
MES-58 A
STA: 66+90.65 OFF: 27.00R
INV IN : 11.50 - 18" RCP
MES-57
STA: 64+43.36 OFF: 27.00R
INV IN : 12.05 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.15%
MES-60
STA: 65+25.00 OFF: -37.00L
INV OUT : 11.02 - 24" ADS N-12
MES-59
STA: 64+92.00 OFF: -37.00L
INV IN : 11.10 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.25%
STA:60+50.00
OFF:27.00'L
63' LF OF 18" RCP @ -0.80%
DROP INLET WITH TYPE "D" STRUCTURE
STA: 66+38.94
WITH OFF: 59.93R
RIM: 13.75
INV OUT : 11.00 - 18" RCP
INV OUT : 11.00 - 18" RCP
INV OUT : 11.00 - 18" RCP
STA: 69+29.72 OFF: -35.40L
R
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
R
B W
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
R
R
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
MES-57A
STA: 64+75.01 OFF: 27.00R
INV OUT : 12.00 - 24" ADS N-12
MES-58
STA: 66+27.54 OFF: 43.15R
INV IN : 11.25 - 18" RCP
21' LF OF 18" RCP @ -1.22%
RELOCATED FM VALVE
TO BE ADJUSTED TO
PROPOSED GRADE
WETLAND IMPACT
AREA 54 = 811 SF±
(0.0186 AC±)
W
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A
R
WETLAND IMPACT
AREA 56 = 922 SF±
(0.021 AC±)
W
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D
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PAC
T
AR
EA 57 = 24 SF±
(0.0006 A C
WETLAND IMPACT
AREA 58 = 417 SF±
(0.0095 AC±)
WETLAND IM
PACT
AREA 59 = 361 SF±
(0.0083 AC±)
WETLAND IMPACT
AREA 60 = 144 SF±
(0.0033 AC±)
WETLAND IMPACT
AREA 61 = 543 SF±
(0.012 AC±)
WETLAND IMPACT
AREA 64 = 75 SF±
(0.0017 AC±)
WETLAND IM
PACT
AREA 65 = 1,601 SF±
(0.0368 AC±)
W
E
T
L
A
P
A
C
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A
R
WETLAND IMPACT
AREA 62 = 147 SF±
(0.0034 AC±)
WETLAND IMPACT
AREA 63 = 383 SF±
(0.0088 AC±)
R
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F E
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R E
F E
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MES-54
STA: 62+26.38 OFF: 32.00R
INV OUT : 12.27 - 24" ADS N-12
R
E
F
R
M
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R
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F
R
M
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R
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F
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59+00
59+50
60+00
60+50
61+00
61+50
62+00
62+50
63+00
63+50
64+00
64+50
65+00
65+50
66+00
66+50
67+00
67+50
PVI STA:60+50.91
PVI ELEV:17.80
AD:0.75%
K:1863.56
1401.83' VC
MES-50
STA: 59+40.61 OFF: 32.00R
INV OUT : 12.13 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.38%
MES-49
STA: 59+09.39 OFF: 32.00R
INV IN : 12.25 - 24" ADS N-12
MES-58 A
STA: 66+90.65 OFF: 27.00R
INV IN : 11.50 - 18" RCP
32' LF OF 24" ADS N-12 @ -0.15%
MES-57
STA: 64+43.36 OFF: 27.00R
INV IN : 12.05 - 24" ADS N-12
MES-56
STA: 63+57.11 OFF: 32.00R
INV OUT : 12.10 - 24" ADS N-12
40' LF OF 24" ADS N-12 @ -0.25%
MES-55
STA: 63+18.09 OFF: 32.00R
INV IN : 12.20 - 24" ADS N-12
MES-54
STA: 62+26.38 OFF: 32.00R
INV OUT : 12.27 - 24" ADS N-12
72' LF OF 24"
ADS N-12
@ -0.25%
MES-53
STA: 61+56.14 OFF: 32.00R
INV IN : 12.45 - 24" ADS N-12
MES-52
STA: 61+06.31 OFF: 28.00R
INV OUT : 12.48 - 24" RCP
64' LF OF 24" RCP @ -0.25%
MES-51
STA: 60+43.69 OFF: 28.00R
INV IN : 12.64 - 24" RCP
32' LF OF 24" ADS N-12 @ -0.25%
MES-60
STA: 65+25.00 OFF: -37.00L
INV OUT : 11.02 - 24" ADS N-12
MES-59
STA: 64+92.00 OFF: -37.00L
INV IN : 11.10 - 24" ADS N-12
DROP INLET WITH TYPE "D" STRUCTURE
STA: 66+38.94 OFF: 59.93R
RIM: 13.75
INV IN : 11.00 - 18" RCP
INV OUT : 11.00 - 18" RCP
INV OUT : 11.00 - 18" RCP
MES-57A
STA: 64+75.01 OFF: 27.00R
INV OUT : 12.00 - 24" ADS N-12
MES-58
STA: 66+27.54 OFF: 43.15R
INV IN : 11.25 - 18" RCP
21' LF OF 18" RCP @ -1.22%
63' LF OF 18" RCP @ -0.80%
227' LF OF 18" RCP @ -0.22%
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54321
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APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
CLIFFORD L. KNAUER, P.E. 53930
30' 0'
60'
SCALE: 1" = 30'
15'
877 CR 393 North
Santa Rosa Beach, FL 32459
850.267.0759
PP-08
PLAN AND PROFILE
WLT
CLK
JULY 2020
50084172
WAM
SCALE:
1"=30' HORIZ
1"=10' VERT
PERMITTING SET 90% CONSTRUCTION
R
A
D
R
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O N
S T
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AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text W
AutoCAD SHX Text V
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WETLAND LINE
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
CEMETERY ACCESS
AutoCAD SHX Text
CEMETERY ACCESS
AutoCAD SHX Text
FORCE MAIN
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
STOP
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
AutoCAD SHX Text
STOP
M
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P T
PROPOSED 22'
ASPHALT ROAD (TYP)
100' R/W
(TYP)
EX EOP
(TYP)
PROPOSED
10' ASPHALT
PATH (TYP)
N. CO. HWY. 395
69+00 70+00
71+00
72+00
73+00
74+00
75+00
76+00
STA: 66+90.65 OFF: 27.00R
INV IN : 11.50 - 18" RCP
MES-62
STA: 68+33.43 OFF: 33.00R
INV OUT : 9.24 - 24" ADS N-12
MES-61
STA: 68+02.24 OFF: 33.00R
INV IN : 9.32 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.25%
MES-64
STA: 70+33.85 OFF: 32.00R
INV OUT : 8.12 - 24" ADS N-12
MES-63
STA: 70+01.85 OFF: 32.00R
INV IN : 8.20 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.25%
63' LF OF 18" RCP @ -0.80%
HW -06
STA: 69+29.88 OFF: 26.00R
INV OUT : 7.75 - 24" RCP
HW - 05
STA: 69+29.72 OFF: -35.40L
INV IN : 7.27 - 24" RCP
61' LF OF 24" RCP @ 0.78%
24 LF - FDOT INDEX NO. 862
ALUMINUM PEDESTRIAN
BICYCLE RAILING
R1-1
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
12" CROSS WALK
STRIPES
R1-1
12" CROSS WALK
STRIPES
24" STOP BAR
WITH DOUBLE
YELLOW STRIPES
W
E
T
L
A
P
A
C
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A
R
WETLAND IM
PACT
AREA 66 = 671 SF±
(0.0154 AC±)
WETLAND IMPACT
AREA 67 = 2,586 SF±
(0.0594 AC±)
WETLAND IMPACT
AREA 68 = 150 SF±
(0.0034 AC±)
WETLAND IMPACT
AREA 69 = 2,460 SF±
(0.0565 AC±)
WETLAND IMPACT
AREA 70 = 128 SF±
(0.0029 AC±)
WETLAND IM
PACT
AREA 72 = 131 SF±
(0.0030 AC±)
WETLAND IMPACT
AREA 71 = 847 SF±
(0.0195 AC±)
R E
F E
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M
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R E
F E
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F E
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M
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R E
F E
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67+50
68+00
68+50
69+00
69+50
70+00
70+50
71+00
71+50
72+00
72+50
73+00
73+50
74+00
74+50
75+00
75+50
76+00
-0.60%
-0.09%
PVI STA:69+06.12
PVI ELEV:12.67
AD:0.51%
K:494.34
250.00' VC
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA:60+50.91
PVI ELEV:17.80
AD:0.75%
K:1863.56
1401.83' VC
E V
C S
E V
C E
PVI STA:75+93.48
PVI ELEV:12.02
AD:1.42%
K:105.36
150.00' VC
B V
C S
B V
C E
MES-61
STA: 68+02.24 OFF: 33.00R
INV IN : 9.32 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.25%
MES-62
STA: 68+33.43 OFF: 33.00R
INV OUT : 9.24 - 24" ADS N-12
MES-63
STA: 70+01.85 OFF: 32.00R
INV IN : 8.20 - 24" ADS N-12
32' LF OF 24" ADS N-12 @ -0.25%
MES-64
STA: 70+33.85 OFF: 32.00R
INV OUT : 8.12 - 24" ADS N-12
HW -06
STA: 69+29.88 OFF: 26.00R
INV OUT : 7.75 - 24" RCP
61' LF OF 24" RCP @ 0.78%
HW - 05
STA: 69+29.72 OFF: -35.40L
INV IN : 7.27 - 24" RCP
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PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
CLIFFORD L. KNAUER, P.E. 53930
30' 0'
60'
SCALE: 1" = 30'
15'
877 CR 393 North
Santa Rosa Beach, FL 32459
850.267.0759
PP-09
PLAN AND PROFILE
WLT
CLK
JULY 2020
50084172
WAM
SCALE:
1"=30' HORIZ
1"=10' VERT
PERMITTING SET 90% CONSTRUCTION
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DECK
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WOOD
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DRIVE
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GRAVEL
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DRIVE
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DIRT
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4' CHAIN LINK FENCE
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WOOD PLANTER
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3' WOOD FENCE
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FLAG POLE
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PIPE DIRECTION ONLY
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INLET RIM=10.70' W.INV.18"R.C.P.=7.75' S.INV.18"R.C.P.=7.85'
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PIPE DIRECTION ONLY
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LANDSCAPED AREA
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LANDSCAPED AREA
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INLET RIM=11.13'
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BACKFLOW PREVENTER
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BACKFLOW PREVENTER
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BACKFLOW PREVENTER
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BACKFLOW PREVENTER
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WETLAND LINE
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WETLAND LINE
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SIGN
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SIGN
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WATER VAVLE
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WOOD DECK
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CONCRETE MONUMENT POINT WASHINGTON CEMETERY
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CHURCH BUILDING
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FORCE MAIN
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WATER MAIN
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FORCE MAIN
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EXISTING EOP
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EXISTING EOP
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STOP
-2
-2
76+00
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AD:0.38%
K:397.56
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PVI ELEV:12.02
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SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
CLIFFORD L. KNAUER, P.E. 53930
30' 0'
60'
SCALE: 1" = 30'
15'
877 CR 393 North
Santa Rosa Beach, FL 32459
850.267.0759
PP-10
PLAN AND PROFILE
WLT
CLK
JULY 2020
50084172
WAM
SCALE:
1"=30' HORIZ
1"=10' VERT
PERMITTING SET 90% CONSTRUCTION
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TRASH BIN
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3' WOOD FENCE
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3' WOOD FENCE
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3' WOOD FENCE
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3' WOOD FENCE
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3' WOOD FENCE
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3' ROPE FENCE
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INLET RIM=3.68' INV.18"C.P.P.=1.39'
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INLET RIM=3.68' W.INV.18"C.P.P.=1.45' N.INV.18"C.M.P.=1.42'
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REFLECTOR
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EDEN DR.
MES-58 B
STA: 102+74.28 OFF: 22.64R
INV OUT : 10.50 - 18" RCP
MES-58 A
STA: 66+90.65 OFF: 27.00R
INV IN : 11.50 - 18" RCP
63' LF OF 18" RCP @ -0.80%
227' LF OF 18" RCP @ -0.22%
MES-58
STA: 66+27.54 OFF: 43.15R
INV IN : 11.25 - 18" RCP
21' LF OF 18" RCP @ -1.22%
DROP INLET WITH TYPE "D" STRUCTURE
STA: 66+38.94 OFF: 59.93R
RIM : 13.75'
INV IN : 11.00 - 18" RCP
INV OUT : 11.00 - 18" RCP
INV OUT : 11.00 - 18" RCP
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CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
EB 0008794
CLIFFORD L. KNAUER, P.E. 53930
30' 0'
60'
SCALE: 1" = 30'
15'
877 CR 393 North
Santa Rosa Beach, FL 32459
850.267.0759
PP-11
PLAN VIEW OF EDEN
DR.
WLT
CLK
JULY 2020
50084172
WAM
PERMITTING SET 90% CONSTRUCTION
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SITE BM #3
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INV. 48" RCP = -1.79'
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INV. 48" RCP = -2.30'
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INV. 48" RCP = -2.09'
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INV. 48" RCP = -1.71'
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CONCRETE HEADWALL TOP = 4.36' TO 3.71'
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GUARD RAIL
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TREE LINE
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1/2" CAPPED IRON ROD #6550
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1/2" CAPPED IRON ROD #7927
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2 - WATER METERS
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CONCRETE MES INV. 18" CMP=6.89'
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DIRT DRIVE
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CONCRETE MES INV. 18" CMP=7.75'
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SIGN (15 MPH)
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TREE LINE
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CONCRETE MES INV. 18" CMP=9.89'
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CONCRETE DRIVE
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CONCRETE MES INV. 18" CMP=10.29'
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SITE BM #2
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2' CHAIN FENCE
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SIGN
| Bidding and Contract Binder.pdf |
| 00015.ProjectOverview |
| TECHNICAL SPECIFICATIONS FOR CR395 NORTH ROAD RECONSTRUCTION MULTI-USE PATH |
| SECTION 00015-PROJECT OVERVIEW |
| 00030 Bid Schedule |
| BID |
| 00100 Walton County_Change Order Template |
| 00120. Application |
| Item |
| AMOUNT |
| STORED |
| 00130.Substantial completion |
| NOTICE OF SUBSTANTIAL COMPLETION |
| DEWBERRY WALTON COUNTY |
Dewberry REVISED General Conditions
| _Site Binder.pdf |
| 02110 - Site clearing |
| 02200 - Earthwork |
| 1. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. |
| 2. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by dicing, harrowing or pulverizing, until moisture content is reduced to a satisfactory value. |
| 1. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Compact each lift to required percentage of minimum soil density for each area classification as designated herein. Do not place backfill or fill ma... |
| 2. Place backfill and fill materials evenly adjacent to structures, piping or conduit to required elevations. Take care to prevent wedging action of backfill against structures or displacement of piping or conduit by carrying material uniformly aroun... |
| 02210 - Grassing |
| Seed Pure Seed and Hard Seed Weed Seed |
| Seed Rate of Application |
| 2. Seeded areas shall be mulched at the rate of not less than 1-1/2" loose measurement over all seeded areas. Spread by hand, blower, or other suitable equipment. Mulch shall be cut into the soil with equipment capable of cutting the mulch uniformly... |
02211 - Sodding
| _Asphalt Binder.pdf |
| 02510.General const req asphalt pavement (LAP 3) |
| SECTION 02510 - GENERAL CONSTRUCTION REQUIREMENTS FOR ASPHALT PAVEMENT (LAP OFF SYSTEM SECTION 334) |
| 02516 Limerock base course |
| 02518.Painting traffic stripes |
| SECTION 711 THERMOPLASTIC TRAFFIC STRIPES AND MARKINGS |
| SECTION 971 TRAFFIC MARKING MATERIALS |
| Walton County Board of County Commissioners - Bear Creek Hwy 83A - 0400038-001-EG-66.pdf |
| 62-330.405 General Conditions for All General Permits. |
| 20210223 - SAJ-2020-04544 - Permit.pdf |
| EIS Protection Measures.pdf |
| SAJ-2018-01580 - Self Cert |
| SAJ-2018-01580 - Permit Drawings |
| SAJ-2018-01580 - Enclosures |
| Binder1 |
| 20130812_EIS Standard Protection Measures_final |
| SAJ-2017-03048 Hardrock Homes NWP18-signed (002) 10 |
| SAJ-2017-03048 Hardrock Homes NWP18-signed (002) 11 |
| SAJ-2017-03048 Hardrock Homes NWP18-signed (002) 12 |
| SAJ-2017-03048 Hardrock Homes NWP18-signed (002) 14 |
| SAJ-2017-03048 Hardrock Homes NWP18-signed (002) 13 |
| SAJ-2017-03048 Hardrock Homes NWP18-signed (002) 15 |
| JAXBO - PDCs.pdf |
| JAXBO - PDCs - Activity 1 |
| A1. 1-7_Shoreline Stabilization Activities PDCs-JaxBO |
| A1. 8-12_Shoreline Stabilization Activities in CH PDCs-JaxBO |
| JAXBO - PDCs - Activity 2-3 |
| AP. 1-6_All Activities PDCs-JaxBO |
| AP. 7-11_In Water Activities PDCs-JaxBO |
| AP. 12-14_Mangrove_SAV_Coral_Hardbottom PDCs-JaxBO |
| A2. 1-9_Pile Supported and Anchored Buoys Activities PDCs-JaxBO |
| A2. 10-16_Pile Supported and Anchored Buoy Activities in CH PDCs-JaxBO |
| A2. 17_Pile Supported and Anchored Buoy Activities in JSG PDCs-JaxBO |
| S1. Gulf Sturgeon CH Restriction Zone PDCs-JaxBO |
| S2. Noise from pile installation PDCs-JaxBO |
| S4. NARW Federal Regs Handout-App C-JaxBO |
| JAXBO - PDCs - Activity 1.pdf |
| A1. 1-7_Shoreline Stabilization Activities PDCs-JaxBO |
| A1. 8-12_Shoreline Stabilization Activities in CH PDCs-JaxBO |
File details come from the government source that posted it. Updated .