2026-0812 4th Street Canal Bridge Replacement - IFB Civil Plan Set (2026-07-21).pdf
PDF 11 MB Posted
- Attached to
- W 4TH STREET PEDESTRIAN BRIDGE
- Solicitation number
- 2026-0812
- Issued by
- Baldwin County, Alabama
About this file
This is a civil plan set for the W 4th Street Canal Bridge Improvements project prepared by Jinright & Associates Development Engineers for the City of Gulf Shores, Alabama. The project encompasses complete demolition of the existing bridge structure, abutments, and associated pavement, followed by construction of a new 35-foot by 16-foot pedestrian bridge with two 15-foot by 4-foot fishing areas at elevation 8.25 feet. The scope of work includes site grading and drainage, installation of 200 linear feet of 30-inch storm sewer pipe, construction of approximately 280 square yards of concrete sidewalk ranging from 6 to 15 feet wide, installation of concrete curb and gutter, driveway construction, riprap placement with filter blanket, and erosion control measures. The project involves significant quantities including 350 cubic yards of unclassified excavation, 250 cubic yards of borrow excavation, 336 square yards of asphalt planing, 424 square yards of superpave bituminous concrete wearing surface, 435 square yards of concrete sidewalk, and 930 square yards of solid sod. Sealed bids are due August 12, 2026 at 10:00 a.m. at Gulf Shores City Hall Council Chambers. The construction phasing sequence consists of seven phases beginning with construction entrance installation and erosion control measures, progressing through demolition, grading, storm drainage installation, paving, landscape stabilization, and final BMP removal and project closeout.
The project specifications require strict compliance with the Alabama Handbook for Erosion Control and Stormwater Management, with all best management practices installed and approved prior to land disturbance. Contractors are responsible for all utility coordination, including line spotting through Alabama One-Call at 1-800-292-8925, and for verifying utility locations with Gulf Shores Utilities, Baldwin EMC, Riviera Utilities, and Brightspeed. Geotechnical recommendations from Geocon Engineering & Materials Testing, Inc. (Project No. DL 4247-24, dated March 1, 2024) must be strictly followed for all grading, backfilling, and paving work, with independent soil testing and on-site inspection required. All concrete work must conform to the latest standards of Gulf Shores Utilities, and all traffic control must comply with the Manual on Uniform Traffic Control Devices (MUTCD). The contractor is solely responsible for sediment control, stormwater management, proper disposal of excess materials, protection of existing infrastructure and utilities, OSHA compliance, and maintaining positive drainage throughout the project. No separate payment is provided for traffic control or construction entrance/exit pad installation, and all improvements must be replaced at contractor expense if improperly installed.
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4th Street Canal Bridge Improvements
GULF SHORES, ALABAMA
GRADE, DRAIN, BASE AND PAVE
HARDSCAPE AND LANDSCAPING
4TH STREET
JULY 2026
VICINITY MAP
NOT TO SCALE
CITY OF GULF SHORES
205 CLUBHOUSE DRIVE, STE B
GULF SHORES, ALABAMA 36547
ANDY BAUER, PLANNING DIRECTOR
251.968.1151
PREPARED FOR:
NO CONSTRUCTION AND/OR LAND DISTURBANCE, EXCEPT THOSE NECESSARY TO INSTALL THE
BMP'S, SHALL BEGIN ON THIS PROJECT UNTIL THE BMP PLAN HAS BEEN INSTALLED AND
APPROVED BY THE CITY/COUNTY.
NOTE:
C1.0 C2.0 C2.1 C2.2 C3.0 C4.0 C5.0 C6.0 C7.0 C8.0 C9.0 C10.0 C11.0 C12.0
FOLLOWING SHEETS (BY OTHERS) MAY NOT BE INCLUDED WITHIN THIS SET
J. MARTIN PITTS PE LLC - THE GULF SHORES PEDESTRIAN BRIDGE
S0.0 S0.2 S1.0-S1.1 S1.3 S2.0 S2.1 S2.2 S3.0 S3.1-S3.2 S3.3 S3.4 S4.0 S4.1 S4.2 S5.0
LANDSCAPE PLANS
LP100
LP500
LP501
LI100
LI500
LI501
LE100
COVER SHEET
CIVIL CONSTRUCTION NOTES
PLANS LEGEND SHEET
SUMMARY TABLE OF QUANTITIES
TYPICAL SECTIONS
EXISTING CONDITIONS
DEMOLITION PLAN
SITE LAYOUT
GEOMETRIC CONTROL LAYOUT
GRADING & DRAINAGE PLAN
PLAN AND PROFILE
CIVIL CONSTRUCTION DETAILS
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
INDEX TO SHEETS:
SHEET DESCRIPTION
UTILITY INFORMATION
CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES
"LINE SPOTTED" BY CALLING 1-800-292-8925 (ALABAMA ONE-CALL)
OR BY CONTACTING LOCAL UTILITY COMPANIES
WATER/ SEWER:
GULF SHORES UTILITIES
RHONDA BUTLER - GENERAL MANAGER
(251) 968-6323 ext 3336 gsurbutler@gmail.com
1629 EAST 1ST ST, GULF SHORES, AL 36542
POWER:
BALDWIN EMC
KEN PIMPERL - (251) 989-0220
19600 STATE HIGHWAY 59, SUMMERDALE, AL 36580
GAS:
RIVIERA UTILITIES
JAMES WALLACE - (251) 943-5001
413 EAST LAUREL AVE, FOLEY, AL 36535
FIBER/ OTHER
COMMUNICATION:
BRIGHTSPEED
FORREST CHERNEY - (980) 376-1408
1120 SOUTH TRYON ST, SUITE 700, CHARLOTTE, NC 28203
Professional Land Surveyors
SURVEY PROVIDED BY:
Wattier Surveying, Inc.
TITLE SHEET
ISOMETRIC
GENERAL NOTES
GEOTECH REPORT
EXISTING BRIDGE PLAN
DEMO BRIDGE PLAN
EXISTING BRIDGE SITE IMAGES
PROPOSED BRIDGE PLAN
PROPOSED BRIDGE SHEET PILE AND HELICAL SECTION
PROPOSED BRIDGE STRUCTURE PLAN
PROPOSED BRIDGE STRUCTURE SECTION
W 16X31 TO 8X24 GLULAM CONNECTION DETAILS
8X8 VERTICAL POST TO 8X24 GLULAM CONNECTION DETAILS
RAILING DETAILS
CONNECTION DETAILS
SITE
LANDSCAPE PLANTING PLAN
LANDSCAPE PLANTING DETAILS
LANDSCAPE PLANTING SPECIFICATIONS
IRRIGATION PLAN
IRRIGATION DETAILS
IRRIGATION SPECIFICATIONS
SITE LIGHTING PLAN
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DATE:
DRAFTER:
SHEET:
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JULY 2026
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C2.0
1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE, LOCAL AND FEDERAL
LAWS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL OF THESE LAWS AND
REGULATIONS HAVE BEEN MET.
2. THE CONTRACTOR SHALL NOTIFY JADE CONSULTING'S RESPECTIVE TESTING COMPANY AND ANY
LOCAL JURISDICTIONAL INSPECTOR FOR APPROVAL 48 HOURS BEFORE THE BEGINNING OF ANY
SUBSEQUENT PHASE OF CONSTRUCTION.
3. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES OR
ERRORS DISCOVERED IN THE PLANS.
4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE ONE-CALL LINE LOCATE CENTER FOR
THE MARKING OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
RENEW CONFORMATION NUMBERS AS OFTEN AS REQUIRED DURING THE DURATION OF THE
PROJECT. THE CURRENT CONFIRMATION NUMBER SHALL BE ON PROJECT SITES AT ALL TIMES.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ANY AND ALL
EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS ARE NECESSARY TO
PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THESE PLANS. HOWEVER, THIS INFORMATION IS SHOWN
FOR THE CONTRACTORS CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
THE LOCATION OF UTILITIES SHOWN OR NOT SHOWN. THE CONTRACTOR IS TO CONTACT THE
UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING
CONSTRUCTION. ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING INFRASTRUCTURE.
7. ALL WATER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST
EDITION OF THE "STANDARDS AND SPECIFICATIONS" OF GULF SHORES UTILITIES.
8. ALL SEWER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST
EDITION OF THE "STANDARDS AND SPECIFICATIONS" OF GULF SHORES UTILITIES.
9. ALL MANHOLES WITHIN THE 100 YEAR FLOOD PLAIN SHALL BE CONSTRUCTED THREE (3) FEET
ABOVE GRADE.
10. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO ENSURE THAT THE PROJECT IS
OSHA COMPLIANT.
11. THE CONTRACTOR SHALL EXPLORE EXISTING STRUCTURES, UTILITIES AND PIPING SO THAT ANY
REQUIRED ADJUSTMENT MAY BE MADE.
12. ANY EXCESS MATERIAL FROM CONSTRUCTION ACTIVITIES SHALL BE LEGALLY DISPOSED OF BY
THE CONTRACTOR AT HIS EXPENSE.
13. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND INVERTS OF ALL
UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK ITEM. THE PROJECT ENGINEER SHALL BE
NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.
14. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH ALL RESPECTIVE UTILITY
PROVIDERS AND AUTHORITIES. PROPER NOTICE SHALL BE GIVEN PRIOR TO ANY WORK STARTING.
15. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BEDDING AND HAUNCHING FOR ALL
IMPROVEMENTS.
16. CONTRACTOR SHALL REPLACE ANY FAULTY OR IMPROPERLY INSTALLED IMPROVEMENTS AT THEIR
EXPENSE.
17. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR REGISTERED IN THE STATE OF ALABAMA TO
RESET ANY PROPERTY MARKERS DAMAGED DURING CONSTRUCTION AT THEIR EXPENSE.
18. CONTRACTOR SHALL NOT DEVIATE FROM PLANS WITHOUT PROPER CONSENT.
19. CONTRACTOR SHALL STRICTLY FOLLOW THE LOCAL AUTHORITIES AND/OR GEOTECHNICAL
REPORTS FOR ALL GRADING, BACKFILLING, AND PAVING REQUIREMENTS. ALL RESPECTIVE TASKS
SHALL BE APPROVED BY RESPONSIBLE INSPECTOR PRIOR TO ACCEPTANCE.
20. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT
ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO,
REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN
DAMAGED, REMOVED OR REGRADED AS REQUIRED BY THE ENGINEER.
21. ALL GRAVITY PIPES SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO DETECTABLE
BENDS AT JOINTS.
22. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE A NEENAH CAST IRON FRAME AND COVER, OR APPROVED EQUAL, FOR ACCESS.
23. SOIL TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT
GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO
THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLY
NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR SHOULD WORK PERFORMED
BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE
ADEQUATE NOTICE TO SOILS ENGINEER FOR THE REQUIRED TESTING OF THE PROJECT.
24. THE CONTRACTOR SHALL PROVIDE ANY EXCAVATION AND MATERIAL SAMPLES NECESSARY TO
CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING
SHALL BE THE CONTRACTORS RESPONSIBILITY.
SITE NOTES:
PROJECT NOTES:
1. ALL TRAFFIC CONTROL SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
2. ALL TRAFFIC PLANS SHALL BE COORDINATED WITH THE CITY OF GULF SHORES PUBLIC WORKS
DEPARTMENT.
3. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL
METHODS MAY BE NECESSARY AS PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
PART IV. THESE DEVICES SHALL BE PROVIDED AND MAINTAINED THROUGHOUT
CONSTRUCTION. NO SEPARATE PAYMENT WILL BE MADE FOR TRAFFIC CONTROL
REQUIREMENTS.
4. ALL TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH PART VI OF THE MUTCD LATEST
EDITION.
TRAFFIC CONTROL NOTES:
1. ALL EROSION CONTROL PROCEDURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE
"ALABAMA HANDBOOK FOR EROSION CONTROL AND STORMWATER MANAGEMENT ON CONSTRUCTION
SITES AND URBAN AREAS".
2. ALL BEST MANAGEMENT PRACTICES (BMP) PROCEDURES SHALL BE IN PLACE AND INSPECTED PRIOR TO ANY
LAND DISTURBING ACTIVITY.
3. ALL DISTURBED AREAS SHALL BE TEMPORARILY GRASSED AND MULCHED IF THEY WILL BE LEFT
UNATTENDED FOR 13 DAYS.
4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE PROJECT ENGINEER AND/OR LOCAL
JURISDICTIONAL INSPECTOR.
5. CONSTRUCTION ENTRANCE/EXIT PADS SHALL BE INSTALLED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE AND SHALL BE MAINTAINED THROUGHOUT THE PROJECT.
(NO DIRECT PAYMENT)
6. THE APPROVED BEST MANAGEMENT PRACTICES PLAN SHALL BE PRESENT ON THE SITE WHENEVER LAND
DISTURBING ACTIVITY HAS BEGUN.
7. SILT FENCE AND/OR EROSION CONTROL NETTING SHALL BE PLACED ALONG THE DOWNSTREAM SIDE OF
ALL PROPOSED FILL CONSTRUCTION.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE
PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION.
9. WHEN REQUIRED CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY AND RAIN EVENT TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. CONTRACTOR SHALL
PROPERLY MAINTAIN ALL BMP'S IN ACCORDANCE WITH THE "HANDBOOK".
10. CONTRACTOR SHALL IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED OR IMPROPERLY FUNCTIONING
BMP.
11. ANY SILT IN THE DETENTION POND SHALL BE REMOVED AS DIRECTED BY THE PROJECT ENGINEER OR LOCAL AUTHORITY. THE DETENTION POND SHALL ALSO BE REGRADED TO FINAL DESIGN PRIOR TO FINAL
ACCEPTANCE OF PROJECT. THERE IS NO DIRECT PAYMENT FOR THIS ACTIVITY.
12. ALL DISTURBED AREAS MUST BE PERMANENTLY STABILIZED IN ACCORDANCE WITH THE HANDBOOK PRIOR
TO FINAL ACCEPTANCE.
13. CONTRACTOR SHALL ROUTINELY CLEAN OUT ANY SILT ACCUMULATION FROM THE PROJECTS DRAINAGE
STRUCTURES AS REQUIRED BY PROJECT ENGINEER AND/OR LOCAL AUTHORITY.
14. CONTRACTOR IS SOLELY RESPONSIBLE FOR SEDIMENT CONTROL AND STORMWATER MANAGEMENT FOR PROJECT. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER IMMEDIATELY OF ANY FAILING BMP.
SEDIMENT CONTROL & STORMWATER MANAGEMENT NOTES:
PHASE ONE
· INSTALL CONSTRUCTION ENTRANCE/EXIT
· CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT
· INSTALL SILT FENCE (SBA)
PHASE TWO
· WATTLES, INLET, AND OUTLET PROTECTION TO BE INSTALLED
PHASE THREE
· DEMOLITION AND REMOVAL OF DEMO DEBRIS
· CLEAR/GRUB REMAINING SITE AREAS
PHASE FOUR
· INSTALL STORM DRAINAGE MEASURES
· GRADE SITE TO ROUGH GRADES
PHASE FIVE
· CONSTRUCT ROADS (PAVING, CURB AND GUTTER, SIDEWALKS, AND DRIVEWAYS)
PHASE SIX
· STABILIZE DISTURBED AREAS WITH SOLID SOD
· INSTALL PERMANENT LANDSCAPING
PHASE SEVEN
· REMOVE BMP MEASURES
· REMOVE SILT FENCE
· PROJECT COMPLETE, FINAL INSPECTION, FILE NOTICE OF TERMINATION
CONSTRUCTION PHASE SEQUENCE:
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26-2016.20
JULY 2026
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PL
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EXISTING TREELINE
LEGEND
160.00
EXISTING OAK
EXISTING PALM
EXISTING PINE
TREE LEGEND
C2.1
W W
SS SS
GAS GAS
UGC
EXIST. OVERHEAD UTILITY AND UTILITY POLE
EXIST. GUY WIRE AND UTILITY POLEGUY
EXIST. WATER LINE
EXIST. SANITARY SEWER LINE
EXIST. GAS LINE
EXIST. FIBER OPTIC CABLE LINE
EXIST. FENCE LINE
EXIST. PIPE
EXIST. EDGE OF WATER
EXIST. POWER POLE
EXIST. LIGHT POLE
EXIST. WATER VALVE
EXIST. FIRE HYDRANT
EXIST. SANITARY SEWER MANHOLE
EXIST. FIBER OPTIC CABLE BOX
EXIST. ASPHALT PAVING
EXIST. CONCRETE
EXIST. GRAVEL
PROPOSED ASPHALT OVERLAY
PROPOSED HEAVY DUTY
CONCRETE (BROOM FINISH)
EXIST. 1 FOOT CONTOUR
EXIST. 5 FOOT CONTOUR
EXIST. GRADE SPOT ELEVATION
PROPOSED 1 FOOT CONTOUR
PROPOSED 5 FOOT CONTOUR
FINISHED GRADE ELEVATION
OHE
FO
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
S EXIST. SANITARY SEWER MANHOLE
C EXIST. COMMUNICATION BOX
PROPOSED BRIDGE
ASPHALT TO BE MILLED
SBA - SEDIMENT BARRIER (SILT FENCE, TYPE A)
SS - SOLID SOD/SEED AND MULCH
ALL AREAS REQD TO BE PERMANENTLY STABILIZED
PROPOSED ASPHALT
PROPOSED GRAVEL
PROPOSED CONCRETE JOINTS
EXIST. SANITARY SEWER FORCE MAIN LINE
R.O.W.
CENTERLINE
BENCHMARK
EXISTING AXLE FOUND
CONCRETE MONUMENT FOUND
OPEN TOP IRON PIPE FOUND
CAPPED ROD FOUND
CAPPED ROD SET
EXIST. RIGHT-OF-WAY
EXIST. CENTERLINE
EXIST. SIGNAGE
PROPOSED WEIR INLET
WTL - WATTLE
160.50 T.O.C. FINISHED GRADE ELEVATION (TOP OF CURB)
DRAINAGE DIRECTION
PROPOSED RIP RAP W/ FILTER BLANKET
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C2.2
QUANTITY ALDOT ITEM NO. UNIT ITEM DESCRIPTION PROJECT NOTES
1 205-A EA REMOVAL OF STRUCTURES, STRUCTURE NO. 1 - EX. BRIDGE
24 206-D LF REMOVING PIPE
41 206-D LF REMOVING FENCE
350 210-A CUYD UNCLASSIFIED EXCAVATION
250 210-D CUYD BORROW EXCAVATION
22 214-B CUYD FOUNDATION BACKFILL
30 230-B SQYD ROADBED PROCESSING
30 301-A SQYD CRUSHED AGGREGATE BASE COURSE, TYPE B, PLANT MIXED, 6" COMPACTED THICKNESS
17 405-A GAL TACK COAT (0.05 GAL/SY)
318 408-A SQYD PLANING EXISTING PAVEMENT (APPROXIMATELY 1.10" THRU 2.0" THICK)
336 424-A SQYD SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER, 1/2" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C/D, 165LB/SY
21 424-B SQYD SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, 1" MAXIMUM AGGREGATE SIZE MIX, ESAL
RANGE C/D, 220LB/SY (ASPHALT LEVELING COURSE)
670 424-B SQYD ASPHALT LEVELING COURSE, 0-2"
15 430-B TON AGGREGATE SURFACING (CRUSHED AGGREGATE BASE, TYPE B)
200 533-A LF 30" STORM SEWER PIPE (CLASS 3 R.C.)
1 600-A LS MOBILIZATION
30 608-A SQYD NON-WOVEN SEPARATION FABRIC (MIRAFI 160N)
111 610-A SQYD LOOSE RIPRAP, CLASS II, 24" THICK
111 610-D SQYD FILTER BLANKET, GEOTEXTILE (NON WOVEN)
435 618-A SQYD CONCRETE SIDEWALK, 6" THICK
75 618-B SQYD CONCRETE DRIVEWAY, 6" THICK (INCLUDES WIRE MESH)
28 618-C SQFT DETECTABLE WARNING SURFACE
1 621-C EA INLETS, 4'x4' WEIR INLET
38 623-B LF 6" CONCRETE HEADER CURB
1 641-S EA WATER VALVE BOX RESET
130 650-A CUYD TOPSOIL
930 654-A SQYD SOLID SOD
550 665-J LF SILT FENCE, TYPE "A"
550 665-O LF SILT FENCE REMOVAL
1 665-P EA INLET PROTECTION, STAGE 3 OR 4
25 665-Q LF WATTLE
1 680-A LS ENGINEERING CONTROLS
8 770-L EA STAINLESS STEEL BOLLARD, COMPLETE IN PLACE
SUMMARY TABLE OF QUANTITIES
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NTS
TY
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IO
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1. SUBGRADE SOILS BELOW THE ROADWAYS AND 2' BEYOND THE
PAVEMENT OR CURB LINE SHALL BE UNDERCUT TO A DEPTH OF 2' BELOW
THE EXISTING GROUND SURFACE OR TO DEPTH THAT WILL PROVIDE FOR
2' OF STRUCTURAL FILL BELOW THE BOTTOM OF THE BASE LAYER
(WHICHEVER UNDERCUT IS DEEPER).
2. THE FULL WIDTH OF THE TYPICAL SECTION, FROM TIE POINT TO TIE
POINT, SHALL BE GRADED AND PERMANENTLY STABILIZED PRIOR TO FINAL
INSPECTION WITH CITY OF GULF SHORES.
3. SOLID SOD SHALL BE PROVIDED BETWEEN SIDEWALK AND BACK OF
CURB.
4. EXPANSION JOINT MATERIAL SHALL BE PROVIDED AT ALL RADII POINTS
ALONG THE CONCRETE CURB & GUTTER AND SIDEWALKS AND WHERE
CURB AND SIDEWALKS ADJOIN CURB INLETS.
TYPICAL SECTION NOTES:
78 6
STA 0+34.70 TO STA 3+88.62
NTS
TYPICAL SIDEWALK SECTION: W 4TH STREET
C3.0
ASPHALT OVERLAY TYPICAL SECTION FOR
INTERSECTING STREETS
MILLED ASPHALT TIE-IN DETAIL
NTS
MILLED ASPHALT TIE-IN,
1.5" MIN. THICKNESS
REQ'D., 1 TO 6 EA, 0-2"
ASPHALT LEVELING COURSE
FULL-DEPTH ASPHALT PAVEMENT BUILD-UP
ALL GRADING AND PAVING SHALL CONFORM
WITH GEOTECH REPORT PROVIDED BY
"GEOCON ENGINEERING & MATERIALS
TESTING, INC" DATED MARCH 1, 2024.
GEOCON PROJECT NO. DL 4247-24
NTS
C
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W
W
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
O H
E O
H E
O H
EOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
W
W W W W W W W W W W W W W W W W W
W
W
W W
W
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
LEGEND
BENCHMARK
EXISTING AXLE FOUND
CONCRETE MONUMENT FOUND
OPEN TOP IRON PIPE FOUND
CAPPED ROD FOUND
CAPPED ROD SET
R.O.W.
UGC
RIGHT-OF-WAY
CENTERLINE CENTERLINE
EXIST. OVERHEAD UTILITY AND UTILITY POLE
EXIST. GUY WIRE AND UTILITY POLEGUY
EXIST. WATER LINE
EXIST. SANITARY SEWER LINE
EXIST. GAS LINE
EXIST. FIBER OPTIC CABLE LINE
EXIST. FENCE LINE
EXIST. PIPE
EXIST. EDGE OF WATER
EXIST. POWER POLE
EXIST. LIGHT POLE
EXIST. WATER VALVE
EXIST. FIRE HYDRANT
EXIST. SANITARY SEWER MANHOLE
EXIST. FIBER OPTIC CABLE BOX
EXIST. ASPHALT PAVING
EXIST. CONCRETE
EXIST. GRAVEL
FO
S EXIST. SANITARY SEWER MANHOLE
C EXIST. COMMUNICATION BOX
EXIST. SANITARY SEWER FORCE MAIN LINE
PROPOSED CONCRETE JOINTS
PROPOSED WEIR INLET
EXIST. SIGNAGE
W
OHE
SS SS
GAS
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
W
ES
T 4T
H
ST
RE
ET
B
RI
DG
E
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
26-2016.20
JULY 2026
KYR
G re en o R d N o rt h S te
C
F ai rh o p e, A la b am a
P .O
B o x
F ai rh o p e, A la b am a
P h o n e:
-3 ja d en gi n ee rs .c o m
A
L
C A
-3 -E
AP
PR
DA
TE
RE
VI
SI
ON
NO
/2
2/
IS
SU
E
FO
R
BI
D
1.
1" = 20'
EX
IS
TI
NG
C
ON
DI
TI
ON
S
Professional Land Surveyors
SURVEY PROVIDED BY:
Wattier Surveying, Inc.
1. REFER TO SHEET C2.0 FOR ADDITIONAL NOTES.
NOTES:
EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLE
INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE
AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE
NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND.
EXISTING UTILITIES DISCLAIMER:
UTILITY INFORMATION
CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES
"LINE SPOTTED" BY CALLING 1-800-292-8925 (ALABAMA ONE-CALL)
OR BY CONTACTING LOCAL UTILITY COMPANIES
WATER/ SEWER:
GULF SHORES UTILITIES
RHONDA BUTLER - GENERAL MANAGER
(251) 968-6323 ext 3336 gsurbutler@gmail.com
1629 EAST 1ST ST, GULF SHORES, AL 36542
POWER:
BALDWIN EMC
KEN PIMPERL - (251) 989-0220
19600 STATE HIGHWAY 59, SUMMERDALE, AL 36580
GAS:
RIVIERA UTILITIES
JAMES WALLACE - (251) 943-5001
413 EAST LAUREL AVE, FOLEY, AL 36535
FIBER/ OTHER
COMMUNICATION:
BRIGHTSPEED
FORREST CHERNEY - (980) 376-1408
1120 SOUTH TRYON ST, SUITE 700, CHARLOTTE, NC 28203
C4.0
C C
FO
FO
FO
S
S
W
W
(REQ'D., REMOVE)
REQ'D., SAWCUT AND REMOVE EXISTING ASPHALT
(SAWCUT TO PROVIDE SMOOTH EDGE)
(REQ'D., REMOVE)
(REQ'D., REMOVE)
(REQ'D., TO REMAIN)
(REQ'D., REMOVE)
(REQ'D., TO REMAIN)
(REQ'D., REMOVE)
REQ'D., MILLING
EXISTING ASPHALT
REQ'D., MILLING EXISTING
ASPHALT
(REQ'D., REMOVE)
(REQ'D., REMOVE)
(REQ'D., REMOVE)(REQ'D., TO REMAIN)
(REQ'D., TO REMAIN)
(REQ'D., TO REMAIN)
(REQ'D., TO REMAIN)
(REQ'D., TO REMAIN)
(REQ'D., TO REMAIN)
(REQ'D., TO REMAIN)
REQ'D., SAWCUT AND REMOVE
APPROX. 54 SY EXIST. GRAVEL
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
O H
E O
H E
O H
EOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
W
W W W W W W W W W W W W W W W W W
W
W
W W
W
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
LEGEND
BENCHMARK
EXISTING AXLE FOUND
CONCRETE MONUMENT FOUND
OPEN TOP IRON PIPE FOUND
CAPPED ROD FOUND
CAPPED ROD SET
R.O.W.
UGC
RIGHT-OF-WAY
CENTERLINE CENTERLINE
EXIST. OVERHEAD UTILITY AND UTILITY POLE
EXIST. GUY WIRE AND UTILITY POLEGUY
EXIST. WATER LINE
EXIST. SANITARY SEWER LINE
EXIST. GAS LINE
EXIST. FIBER OPTIC CABLE LINE
EXIST. FENCE LINE
EXIST. PIPE
EXIST. EDGE OF WATER
EXIST. POWER POLE
EXIST. LIGHT POLE
EXIST. WATER VALVE
EXIST. FIRE HYDRANT
EXIST. SANITARY SEWER MANHOLE
EXIST. FIBER OPTIC CABLE BOX
EXIST. ASPHALT PAVING
EXIST. CONCRETE
EXIST. GRAVEL
FO
S EXIST. SANITARY SEWER MANHOLE
C EXIST. COMMUNICATION BOX
EXIST. SANITARY SEWER FORCE MAIN LINE
PROPOSED CONCRETE JOINTS
PROPOSED WEIR INLET
EXIST. SIGNAGE
W
OHE
SS SS
GAS
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
ASPHALT MILLING
DE
M
OL
IT
IO
N
PL
AN
W
ES
T 4T
H
ST
RE
ET
B
RI
DG
E
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
26-2016.20
JULY 2026
KYR
G re en o R d N o rt h S te
C
F ai rh o p e, A la b am a
P .O
B o x
F ai rh o p e, A la b am a
P h o n e:
-3 ja d en gi n ee rs .c o m
A
L
C A
-3 -E
AP
PR
DA
TE
RE
VI
SI
ON
NO
/2
2/
IS
SU
E
FO
R
BI
D
1.
1" = 20'
1. ALL DEMOLITION TO BE DISPOSED OF IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND
REGULATIONS.
DEMOLITION NOTE:
EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLE
INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE
AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE
NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND.
EXISTING UTILITIES DISCLAIMER:
Professional Land Surveyors
SURVEY PROVIDED BY:
Wattier Surveying, Inc.
C5.0
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
C C
FO
FO
FO
S
S
W
W
W
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
O H
E O
H E
O H
EOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
W
W W W W W W W W W W W W W W W W W
W
W
W W
W
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
ST
A=
0+
ST
A=
1+
ST
A=
2+
STA=3+00
ST
A=
4+
ST
A=
4+
BEGIN PHASE:
STA:0+00.00
OFF:0.00'
END PHASE:
STA:4+26.59
OFF:0.00'
REQ'D; 35'X16' PEDESTRIAN BRIDGE W/
2 EA 15'x4' FISHING AREA. ELEV. 8.25'
SEE BRIDGE PLAN SHEET S3.3
REQ'D., ASPHALT OVERLAY
REQ'D; 95 LF 12' WIDE
6" THICK CONCRETE SIDEWALK
REQ'D; 105 LF 12' WIDE
6" THICK CONCRETE SIDEWALK
REQ'D; 60 LF 10' WIDE
6" THICK CONCRETE SIDEWALK
REQ'D; 20 LF TAPPER FROM 10'
SIDEWALK TO 12' SIDEWALK
REQ'D; 20 LF TAPER FROM
12' SIDEWALK TO 15' SIDEWALK
REQ'D; 20 LF TAPER FROM 12'
SIDEWALK TO 15' SIDEWALKREQ'D; AGGREGATE SURFACING
REQ'D; ASPHALT SURFACING
REQ'D; FUTURE
SIDEWALK CONNECTION
REQ'D; 5 EA STAINLESS STEEL
PIPE BOLLARDS. 6' O.C.
REQ'D; 1 TO 6 EA, 0-2"
ASPHALT LEVELING COURSE
REQ'D; ABUTMENT WALLS
SEE DETAILS SHEETS S3.1, S3.2REQ'D; ADA TYLE, TYP.
REQ'D., 3 EA STAINLESS STEEL
PIPE BOLLARDS. 6' O.C.
REQ'D; SAWCUT
CONTRACTION JOINTS
REQ'D; SAWCUT
CONTRACTION JOINTS
REQ'D; ASPHALT SURFACING
REQ'D; 10 SY CONCRETE
W/ BIKE RACK
REQ'D; FENCE ALONG TOP OF WALL
SEE DETAIL SHEET S3.1
REQ'D; FENCE ALONG TOP OF WALL
SEE DETAIL SHEET S3.2
REQ'D; 10 SY CONCRETE
W/ BIKE RACK
REQ'D; CONCRETE DRIVEWAY
REQ'D; SAWCUT
CONTRACTION JOINTS
REQ'D; RESET EX. VALVE BOX
W/ TRAFFIC RATED BOX.
REQ'D; CONNECT TO EX.
DRIVEWAY (FLUSH)
REQ'D; 6" CONCRETE
HEADER CURB
REQ'D; 57 SY RIP-RAP, CLASS II,
24" THICK W/ FILTER BLANKET
REQ'D; 54 SY RIP-RAP, CLASS II,
24" THICK W/ FILTER BLANKET
LEGEND
BENCHMARK
EXISTING AXLE FOUND
CONCRETE MONUMENT FOUND
OPEN TOP IRON PIPE FOUND
CAPPED ROD FOUND
CAPPED ROD SET
R.O.W.
UGC
RIGHT-OF-WAY
CENTERLINE CENTERLINE
EXIST. OVERHEAD UTILITY AND UTILITY POLE
EXIST. GUY WIRE AND UTILITY POLEGUY
EXIST. WATER LINE
EXIST. SANITARY SEWER LINE
EXIST. GAS LINE
EXIST. FIBER OPTIC CABLE LINE
EXIST. FENCE LINE
EXIST. PIPE
EXIST. EDGE OF WATER
EXIST. POWER POLE
EXIST. LIGHT POLE
EXIST. WATER VALVE
EXIST. FIRE HYDRANT
EXIST. SANITARY SEWER MANHOLE
EXIST. FIBER OPTIC CABLE BOX
EXIST. ASPHALT PAVING
EXIST. CONCRETE
EXIST. GRAVEL
PROPOSED ASPHALT OVERLAY
PROPOSED HEAVY DUTY
CONCRETE (BROOM FINISH)
FO
S EXIST. SANITARY SEWER MANHOLE
C EXIST. COMMUNICATION BOX
PROPOSED BRIDGE
PROPOSED ASPHALT
PROPOSED GRAVEL
EXIST. SANITARY SEWER FORCE MAIN LINE
PROPOSED CONCRETE JOINTS
PROPOSED WEIR INLET
EXIST. SIGNAGE
W
OHE
SS SS
GAS
PROPOSED RIP RAP W/ FILTER BLANKET
SI
TE
L
AY
OU
T
W
ES
T 4T
H
ST
RE
ET
B
RI
DG
E
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
26-2016.20
JULY 2026
KYR
G re en o R d N o rt h S te
C
F ai rh o p e, A la b am a
P .O
B o x
F ai rh o p e, A la b am a
P h o n e:
-3 ja d en gi n ee rs .c o m
A
L
C A
-3 -E
AP
PR
DA
TE
RE
VI
SI
ON
NO
/2
2/
IS
SU
E
FO
R
BI
D
1.
1" = 20'
NOTES TO CONTRACTOR:
1. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND INFRASTRUCTURES
ON THE SITE ( I.E. PONDS, INLETS, ETC.).
2. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO ENSURE THEY ARE CLEAR AND
IN PROPER WORKING ORDER. PROVIDE VIDEO TO THE OWNER.
3. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEO THE SYSTEM
AND SUBMIT VIDEO TO THE OWNER FOR REVIEW.
4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT.
5. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICAL
RECOMMENDATIONS.
6. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE COORDINATED WITH
ARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS.
Professional Land Surveyors
SURVEY PROVIDED BY:
Wattier Surveying, Inc.
C6.0
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
ST
A=
0+
ST
A=
1+
ST
A=
2+
STA=3+00
ST
A=
4+
ST
A=
4+
BEGIN PHASE:
STA:0+00.00
OFF:0.00'
END PHASE:
STA:4+26.59
OFF:0.00'
PI
: 0
+3 4.
PI
: 2
+2 8.
PI
: 2
+6 3.
PI
: 3
+8 8.
PC
: 0
+9 6.
PC: 1
+2 3.8
PC
: 1
+5 9.
PC
: 2
+8 1.
PC: 3+03.87
PC: 3+39.43
PC: 3+70.70
PT: 1
+1
1.5
PT
: 1
+3 8.
PT
: 2
+0 9.
PT: 2+88.15
PT: 3
+18.94
PT: 3+57.76
PT
: 3
+7 9.
PR
C
: 1 +8
2.
23C1
C2 C3 C4 C5
C6
C7
C8
LEGEND
BENCHMARK
EXISTING AXLE FOUND
CONCRETE MONUMENT FOUND
OPEN TOP IRON PIPE FOUND
CAPPED ROD FOUND
CAPPED ROD SET
R.O.W.
UGC
RIGHT-OF-WAY
CENTERLINE CENTERLINE
EXIST. OVERHEAD UTILITY AND UTILITY POLE
EXIST. GUY WIRE AND UTILITY POLEGUY
EXIST. WATER LINE
EXIST. SANITARY SEWER LINE
EXIST. GAS LINE
EXIST. FIBER OPTIC CABLE LINE
EXIST. FENCE LINE
EXIST. PIPE
EXIST. EDGE OF WATER
EXIST. POWER POLE
EXIST. LIGHT POLE
EXIST. WATER VALVE
EXIST. FIRE HYDRANT
EXIST. SANITARY SEWER MANHOLE
EXIST. FIBER OPTIC CABLE BOX
EXIST. ASPHALT PAVING
EXIST. CONCRETE
EXIST. GRAVEL
PROPOSED ASPHALT OVERLAY
PROPOSED HEAVY DUTY
CONCRETE (BROOM FINISH)
FO
S EXIST. SANITARY SEWER MANHOLE
C EXIST. COMMUNICATION BOX
PROPOSED BRIDGE
PROPOSED ASPHALT
PROPOSED GRAVEL
EXIST. SANITARY SEWER FORCE MAIN LINE
PROPOSED CONCRETE JOINTS
PROPOSED WEIR INLET
EXIST. SIGNAGE
W
OHE
SS SS
GAS
PROPOSED RIP RAP W/ FILTER BLANKET
ALIGNMENT CURVE DATA
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
RADIUS
20.00'
20.25'
170.00'
245.00'
10.00'
10.00'
10.00'
10.00'
DELTA ANGLE
42°12'30"
40°55'48"
7°42'42"
6°19'00"
36°33'17"
86°19'44"
105°02'08"
49°50'36"
CHORD LENGTH
14.40'
14.16'
22.86'
27.00'
6.27'
13.68'
15.87'
8.43'
CHORD BEARING
N10°26'06.64"E
N10°15'27.53"E
N8°39'25.16"W
N8°08'25.38"W
N30°17'52.35"W
N5°24'38.83"W
N9°43'26.01"W
N37°19'12.00"W
ARC LENGTH
14.73'
14.47'
22.88'
27.01'
6.38'
15.07'
18.33'
8.70'
TANGENT
7.72'
7.56'
11.46'
13.52'
3.30'
9.38'
13.04'
4.65'
PC STATION
0+96.82
1+23.82
1+59.35
1+82.23
2+81.77
3+03.87
3+39.43
3+70.70
PT STATION
1+11.56
1+38.28
1+82.23
2+09.24
2+88.15
3+18.94
3+57.76
3+79.40
GE
OM
ET
RI
C
CO
NT
RO
L
LA
YO
UT
W
ES
T 4T
H
ST
RE
ET
B
RI
DG
E
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
26-2016.20
JULY 2026
KYR
G re en o R d N o rt h S te
C
F ai rh o p e, A la b am a
P .O
B o x
F ai rh o p e, A la b am a
P h o n e:
-3 ja d en gi n ee rs .c o m
A
L
C A
-3 -E
AP
PR
DA
TE
RE
VI
SI
ON
NO
/2
2/
IS
SU
E
FO
R
BI
D
1.
1" = 20'
Professional Land Surveyors
SURVEY PROVIDED BY:
Wattier Surveying, Inc.
C7.0
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
C C
FO
FO
FO
S
S
W
W
W
CB-1
REQ'D., WEIR INLET
ONE WEIR OPEN (W)
THROAT ELEV = 2.50
(N)30" RCP INV (OUT): -2.03
REQ'D., 200LF 30" RCP @ 0.15%
REQ'D; 30" RCP
INV. -2.33
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
O H
E O
H E
O H
EOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
W
W W W W W W W W W W W W W W W W W
W
W
W W
W
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
SS
SS
GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
3.75
3.75
8.258.25 3.85
4 3
7 7
3 7
ST
A=
0+
ST
A=
1+
ST
A=
2+
STA=3+00
ST
A=
4+
ST
A=
4+
BEGIN PHASE:
STA:0+00.00
OFF:0.00'
END PHASE:
STA:4+26.59
OFF:0.00'
3.65
3.
T .O
.C
3.
REQ'D; 57 SY RIP-RAP, CLASS II,
24" THICK W/ FILTER BLANKET
REQ'D; 54 SY RIP-RAP, CLASS II,
24" THICK W/ FILTER BLANKET
3.454.00 T.O.C.
3.50
3.10 3.25
4.80
4.80
4.65
4.50
4.00
4.10 4.25
4.15
4.35
4.25
2.
MATCH EX.
MATCH EX.
MATCH EX.
MATCH EX.
LEGEND
BENCHMARK
EXISTING AXLE FOUND
CONCRETE MONUMENT FOUND
OPEN TOP IRON PIPE FOUND
CAPPED ROD FOUND
CAPPED ROD SET
160.00
R.O.W.
UGC
RIGHT-OF-WAY
CENTERLINE CENTERLINE
EXIST. OVERHEAD UTILITY AND UTILITY POLE
EXIST. GUY WIRE AND UTILITY POLEGUY
EXIST. WATER LINE
EXIST. SANITARY SEWER LINE
EXIST. GAS LINE
EXIST. FIBER OPTIC CABLE LINE
EXIST. FENCE LINE
EXIST. PIPE
EXIST. EDGE OF WATER
EXIST. POWER POLE
EXIST. LIGHT POLE
EXIST. WATER VALVE
EXIST. FIRE HYDRANT
EXIST. SANITARY SEWER MANHOLE
EXIST. FIBER OPTIC CABLE BOX
EXIST. ASPHALT PAVING
EXIST. CONCRETE
EXIST. GRAVEL
PROPOSED ASPHALT OVERLAY
PROPOSED HEAVY DUTY
CONCRETE (BROOM FINISH)
EXIST. 1 FOOT CONTOUR
EXIST. 5 FOOT CONTOUR
EXIST. GRADE SPOT ELEVATION
PROPOSED 1 FOOT CONTOUR
PROPOSED 5 FOOT CONTOUR
FINISHED GRADE ELEVATION
FO
S EXIST. SANITARY SEWER MANHOLE
C EXIST. COMMUNICATION BOX
PROPOSED BRIDGE
PROPOSED ASPHALT
PROPOSED GRAVEL
EXIST. SANITARY SEWER FORCE MAIN LINE
PROPOSED CONCRETE JOINTS
PROPOSED WEIR INLET
EXIST. SIGNAGE
W
OHE
SS SS
GAS
160.50 T.O.C. FINISHED GRADE ELEVATION (TOP OF CURB)
DRAINAGE DIRECTION
PROPOSED RIP RAP W/ FILTER BLANKET
GR
AD
IN
G
DR
AI
NA
GE
P
LA
N
W
ES
T 4T
H
ST
RE
ET
B
RI
DG
E
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
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S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
26-2016.20
JULY 2026
KYR
G re en o R d N o rt h S te
C
F ai rh o p e, A la b am a
P .O
B o x
F ai rh o p e, A la b am a
P h o n e:
-3 ja d en gi n ee rs .c o m
A
L
C A
-3 -E
AP
PR
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VI
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NO
/2
2/
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E
FO
R
BI
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1.
1" = 20'
Professional Land Surveyors
SURVEY PROVIDED BY:
Wattier Surveying, Inc.
C8.0
NOTES TO CONTRACTOR:
1. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND INFRASTRUCTURES
ON THE SITE ( I.E. PONDS, INLETS, ETC.).
2. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO ENSURE THEY ARE CLEAR AND
IN PROPER WORKING ORDER. PROVIDE VIDEO TO THE OWNER.
3. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEO THE SYSTEM
AND SUBMIT VIDEO TO THE OWNER FOR REVIEW.
4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT.
5. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICAL
RECOMMENDATIONS.
6. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE COORDINATED WITH
ARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS.
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
C C
C
FO FO
FO
S
S
W
W
W
W
W
CB-1
REQ'D., WEIR INLET
ONE WEIR OPEN (W)
THROAT ELEV = 2.50
(N)30" RCP INV (OUT): -2.03
REQ'D., 200LF 30" RCP @ 0.15%
REQ'D; 30" RCP
INV. -2.33
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E
O H
E O
H E
O H
EOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
W
W W W W W W W W W W W W W W W W W W
W
W
W W
W
W
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
3.75
3.75
8.258.25 3.85
4 3
7 7
3 7
ST
A=
0+
ST
A=
1+
ST
A=
2+
00 STA=3+00
ST
A=
4+
ST
A=
4+
BEGIN PHASE:
STA:0+00.00
OFF:0.00'
END PHASE:
STA:4+26.59
OFF:0.00'
3.65
3.
T .O
.C
3.
REQ'D; 57 SY RIP-RAP, CLASS II,
24" THICK W/ FILTER BLANKET
REQ'D; 54 SY RIP-RAP, CLASS II,
24" THICK W/ FILTER BLANKET
3.45
4.00 T.O.C.
3.50
3.10 3.25
4.80
4.80
4.65
4.50
4.00
4.10 4.25
4.15
4.35
4.25
2.
MATCH EX.
MATCH EX.
MATCH EX.
MATCH EX.
Profile View of 4th Street Horizontal Scale: 1" = 20'
Vertical Scale: 1" = 5'
-15
-10
-5
-15
-10
-5
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+27
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+27
VPI STA = 1+19.26
EL = 4.38
L = 45.53' K = 19.16
G1 = 0.35% G2 = 2.73%
VP
C
S
TA
+9 6.
EL
.3
VP
T
ST
A
1+
.0
EL
.0
CB-1
REQD., WEIR INLET
ONE WEIR OPEN (W)
RIM ELEV = 2.50
(N)30" RCP INV (OUT): -2.03
REQ'D., 200LF 30" RCP @ 0.15%
G R
AD
E
BR
EA
K
ST
A
3+
.1
EL
.0
-4.14%
4.49% 3.59% 2.61%
-4.04% -3.26%
-3.37% -4.14% -1.65%0.43%
3.68%
-2.45% H
P
ST
A
2+
.3
EL
.3
VPI STA = 2+46.39
EL = 8.45
L = 35.00' K = 15.26
G1 = 1.15% G2 = -1.15%
VP
C
S
TA
+2 8.
EL
.2
VP
T
ST
A
2+
.8
EL
.2
PEDESTRIAN BRIDGE
BEGIN STA 2+28.89
END STA 2+63.89
ELEV. 8.25' BRIDGE DESIGN INCLUDED
ON SHEETS S3.3, S3.4
REQ'D; 57 SY RIP-RAP, CLASS II,
24" THICK W/ FILTER BLANKET
REQ'D; 54 SY RIP-RAP, CLASS II,
24" THICK W/ FILTER BLANKET
W
ES
T 4T
H
ST
RE
ET
B
RI
DG
E
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
26-2016.20
JULY 2026
KYR
G re en o R d N o rt h S te
C
F ai rh o p e, A la b am a
P .O
B o x
F ai rh o p e, A la b am a
P h o n e:
-3 ja d en gi n ee rs .c o m
A
L
C A
-3 -E
AP
PR
DA
TE
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VI
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ON
NO
/2
2/
IS
SU
E
FO
R
BI
D
1.
PL
AN
P
RO
FI
LE
H:1"=20' / V:1"=5'
HORIZ. SCALE: 1"=20'
VERT. SCALE: 1"=5'
C9.0
CI
VI
L
CO
NS
TR
UC
TI
ON
D
ET
AI
LS
W
ES
T
4T H
ST
RE
ET
B
RI
DG
E
IM
PR
OV
EM
EN
TS
CI
TY
O
F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
26-2016.20
JULY 2026
KYR
G re en o R d N o rt h S te
C
F ai rh o p e, A la b am a
P .O
B o x
F ai rh o p e, A la b am a
P h o n e:
-3 ja d en gi n ee rs .c o m
A
L
C A
-3 -E
AP
PR
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TE
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VI
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ON
NO
/2
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1.
NTS
NTS
CONTRACTION JOINT EXPANSION JOINT
TYPICAL MULTI USE TRAIL DETAILS
PLAN
NTS
CONCRETE MULTI USE TRAIL JOINT DETAILS
TYPICAL STEEL BOLLARD DETAIL
NTS
C10.0
NTS
SAND
GRAVEL
CONCRETE WALK SECTION
TYPICAL CONCRETE WALK DETAILS
NTS
TRENCH BACKFILL DETAILS
NTS
WEIR INLET DETAILS
NTS
TONGUE AND GROOVE CONTRACTION
CONCRETE PAVING JOINT DETAILS
NTS
EXPANSION JOINT
CONTRACTION JOINT 6" CONCRETE HEADER CURB
(OR APPROVED EQUAL)
NTS
NOTE:
1. CURB TO BE PLACED BY SLIP FORM METHOD OR APPROVED EQUAL.
2. TRAVERSE JOINTS TO BE FORMED IN CONCRETE INTEGRAL CURB
DIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER.
3. CONTRACTION JOINTS TO BE PLACED AT 10' INTERVALS AND
EXPANSION JOINTS TO BE PLACED AT 50' INTERVALS.
4. GRADING AND SOD PLACEMENT SHALL BE INSTALLED TO ENSURE
POSITIVE SURFACE WATER DRAINAGE OVER TOP OF CURB.
5. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLER
CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL)
DRIVEWAY
CONCRETE
EROSION CONTROL LEGEND
SBA - SEDIMENT BARRIER (SILT FENCE, TYPE A)
SS - SOLID SOD/SEED AND MULCH
ALL AREAS REQD TO BE PERMANENTLY STABILIZED
IP - INLET PROTECTION
WTL - WATTLE
SS
SS
SS
SS
SBA
SBA
SBA
SBA
SS
SBA
IP
WTL
WTL
4 3
7 7
3 7
SBA
SS
4 5
RAINFALL INSPECTION NOTE:
SITE CONSTRUCTION DEBRIS DISPOSAL NOTE:
ER
OS
IO
N
CO
NT
RO
L
PL
AN
1" = 20'
W
ES
T 4T
H
ST
RE
ET
B
RI
DG
E
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
26-2016.20
JULY 2026
KYR
G re en o R d N o rt h S te
C
F ai rh o p e, A la b am a
P .O
B o x
F ai rh o p e, A la b am a
P h o n e:
-3 ja d en gi n ee rs .c o m
A
L
C A
-3 -E
AP
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NO
/2
2/
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1.
EROSION CONTROL NOTES:
1. ALL EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH THE LATEST ADEM STANDARDS.
2. ALL AREAS LEFT UNATTENDED FOR LONGER THAN 13 DAYS SHALL BE COVERED
WITH SEASONAL TEMPORARY SEEDING AND MULCHING.
3. ALL SLOPES SHALL BE TRACKED PERPENDICULAR TO THE SLOPE.
4. NO WORK SHALL COMMENCE UNTIL ALL APPLICABLE EROSION CONTROL MEASURES
HAVE BEEN INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED.
5. STORMWATER DETENTION POND OR SEDIMENT BASIN SHALL BE CONSTRUCTED,
INSPECTED, AND APPROVED PRIOR TO WORK ON ANY OTHER TASK, UNLESS
OTHERWISE APPROVED BY THE PROJECT ENGINEER.
6. ALL DISTURBED AREAS WILL BE PROPERLY STABILIZED. CONTRACTOR TO
COORDINATE WITH LANDSCAPE PLAN FOR FINAL PLANTING REQUIREMENTS.
7. 4" MIN TOPSOIL TO BE SPREAD ACROSS DISTURBED SURFACES ONCE FINAL
GRADING HAS BEEN ESTABLISHED. CONTRACTOR TO PROVIDE SEED/SOD AS PER
EROSION CONTROL PLAN AND STABILIZE DISTURBED AREAS PER ADEM
REQUIREMENTS.
8. BMP'S SHALL BE CLEANED OUT WHEN THEY REACH 13 FULL.
9. INACTIVE PROJECTS (MORE THAN 7 DAYS) SHALL BE MULCHED IF INACTIVE FOR
LESS THAN 60 DAYS. IF PROJECT TO REMAIN INACTIVE FOR MORE THAN 60 DAYS,
PROJECT SHALL BE SEEDED AND MULCHED.
10. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO MINIMIZE DUST GENERATION
DUE TO CONSTRUCTION ACTIVITIES.
A DUMPSTER OF SUITABLE SIZE SHALL BE ON-SITE DURING ALL PHASES OF CONSTRUCTION
ACTIVITIES AND EMPTIED AT A SUITABLE PERMITTED DISPOSAL SITE AND REPLACED AS NEEDED THROUGHOUT THE DURATION OF THE PROJECT. ALL DISPOSAL SHALL MEET ALL LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS.
ALL EROSION CONTROLS SHALL BE INSPECTED BY A QUALIFIED PERSON WITHIN 24 HOURS OF A
RAINFALL EVENT OF 3/4 INCH OR GREATER AND REPAIRED AS NEEDED.
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
Professional Land Surveyors
SURVEY PROVIDED BY:
Wattier Surveying, Inc.
C11.0
ER
OS
IO
N
CO
NT
RO
L
DE
TA
IL
S
W
ES
T 4T
H
ST
RE
ET
B
RI
DG
E
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
26-2016.20
JULY 2026
KYR
G re en o R d N o rt h S te
C
F ai rh o p e, A la b am a
P .O
B o x
F ai rh o p e, A la b am a
P h o n e:
-3 ja d en gi n ee rs .c o m
A
L
C A
-3 -E
AP
PR
DA
TE
RE
VI
SI
ON
NO
/2
2/
IS
SU
E
FO
R
BI
D
1.
NTS
SPECIFICATIONS
C12.0
| Sheets and Views |
| 1.0 COVER (24x36) |
| 2.0 NOTES |
| 2.1 LEGEND |
| 2.2 QUANTITIES |
| 3.0 TYP SEC (24x36) |
| 4.0 EXIST (24x36) |
| 5.0 DEMO (24x36) (1) |
| 6.0 SITE (24x36) |
| 7.0 GEO CNTRL (24x36) |
| 8.0 GRADING (24x36) |
| 9.0 P&P - 4TH |
| 10.0 CIV DTLS 1 (24x36) |
| 11.0 EROS CNTRL (24x36) |
| 12.0 EROS DET (24x36) |
File details come from the government source that posted it. Updated .