GULF PINES - E 2nd St Improvements - CIVIL for BID (2026-07-20).pdf
PDF 35 MB Posted
- Attached to
- GULF PINES IMPROVEMENT PROJECT
- Solicitation number
- 2026-0811
- Issued by
- Baldwin County, Alabama
About this file
This is a sealed bid solicitation issued by the City of Gulf Shores, Alabama for the E 2nd Street Improvements project, a comprehensive roadway reconstruction and infrastructure upgrade. The project encompasses removal and replacement of the existing E 2nd Street roadway section between E 22nd Avenue and E 23rd Avenue, including construction of asphalt paving (5.44 inches of Superpave bituminous concrete per ALDOT standards), concrete sidewalks and driveways, median construction, on-street parking areas, and stormwater drainage infrastructure consisting of 18- to 30-inch diameter piping systems. The scope further includes grading and site preparation, hardscape and landscape elements with approximately 32,173 square feet of turf installation and tree and shrub plantings, site furnishings, and relocation of existing 6-inch and 12-inch water mains with portions to be abandoned in place and connection of a new 12-inch waterline per Gulf Shores Utilities coordination. The bid includes 226 line items covering site work, drainage, concrete work, utility adjustments, landscape items, and alternate bid options for the E 22nd Avenue intersection. All work must comply with geotechnical recommendations from reports dated April 3 and June 11, 2026. Sealed bids are due August 11, 2026 at 2:00 p.m., with a mandatory pre-bid conference scheduled for August 4, 2026 at 10:00 a.m.; bids from non-attending bidders will be rejected. Construction is scheduled to commence September 8, 2026, with a contract term of 120 calendar days from Notice to Proceed.
Qualified contractors must hold an Alabama contractor's license for bids exceeding $50,000 and must provide a bid bond of 5 percent of the contract amount or $10,000 (whichever is lesser), a performance bond equal to 100 percent of the contract amount, and a labor and materials bond of at least 50 percent. Monthly payments are made within 30 days of approval with 2.5 percent retainage held until final completion. Liquidated damages are assessed at $500 per day for work not completed within the contract term. All contractors must be enrolled in E-Verify and submit notarized affidavits confirming compliance with the Beason-Hammon Alabama Taxpayer and Citizen Protection Act. Insurance requirements include Commercial General Liability ($1 million each occurrence, $2 million aggregate), Business Automobile Liability ($1 million each occurrence), Worker's Compensation, and Commercial Umbrella/Excess Liability ($5 million each occurrence and aggregate), with the City designated as Additional Insured. Contractors are required to use Procore as the mandatory project management platform at no cost. Questions regarding the bid are due August 4, 2026.
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GULF PINES – E 2ND ST IMPROVEMENTS
(FROM E 22ND AVE TO E 23RD AVE)
CITY OF GULF SHORES, ALABAMA
GRADE, DRAIN, BASE AND PAVE
JULY 2026
INDEX TO SHEETS:
SHEET DESCRIPTION
VICINITY MAP
SITE
NOT TO SCALE
Professional Land Surveyors
SURVEY PROVIDED BY:
Wattier Surveying, Inc.
CITY OF GULF SHORES
205 CLUBHOUSE DRIVE, STE B
GULF SHORES, ALABAMA 36547
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:
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
C1 C2 C3 C4 C5 C6 C7-C8 C9 C10 C11-C12 C13 C14-C20 C21-C24 C25 C26 C27-30
FOLLOWING SHEETS (BY OTHERS) MAY NOT BE INCLUDED WITHIN THIS SET
COVER SHEET
CIVIL CONSTRUCTION NOTES
PLAN LEGEND SHEET
SUMMARY TABLE OF QUANTITIES
TYPICAL SECTIONS
EXISTING CONDITIONS
DEMOLITION PLAN
SITE LAYOUT & PAVEMENT PLAN
GEOMETRIC CONTROL LAYOUT
UTILITY PLAN
GRADING & DRAINAGE PLAN
STORM NETWORK PROFILES
CIVIL CONSTRUCTION DETAILS
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
TRAFFIC CONTROL PLAN
LANDSCAPE PLANS
LP100
LP200
LP201
SV
AC202
LP202
LP500
LI100
LI200
LI201
LI202
LI500
LI501
LS100
LS101
ELECTRICAL
E100 E101 E102 E103 E200
PLANTING PLAN
PLANTING PLAN ENLARGEMENT
PLANTING PLAN ENLARGEMENT
TOPOGRAPHIC SURVEY
ANTICIPATED CONDITIONS PLAN
PLANTING PLAN ENLARGEMENT
PLANTING DETAILS
IRRIGATION PLAN
IRRIGATION PLAN ENLARGEMENT
IRRIGATION PLAN ENLARGEMENT
IRRIGATION PLAN ENLARGEMENT
IRRIGATION DETAILS
IRRIGATION DETAILS
SPECIFICATIONS
SPECIFICATIONS
OVERALL SITE PLAN
ENLARGED ELECTRICAL PLAN
ENLARGED ELECTRICAL PLAN
ENLARGED ELECTRICAL PLAN
ELECTRICAL PANEL SCHEDULES & DETAILS
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JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
25-1998.20
JULY 2026
TLE/BLS/PWM
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1.
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 SHALL 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 THE CONTRACTOR'S
EXPENSE.
18. CONTRACTOR SHALL NOT DEVIATE FROM PLANS WITHOUT WRITTEN CONSENT.
19. OMIT.
20. 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.
21. 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.
22. ALL GRAVITY PIPES SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO DETECTABLE
BENDS AT JOINTS.
23. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE A NEENAH CAST IRON FRAME AND COVER, OR APPROVED EQUAL, FOR ACCESS.
24. 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.
25. 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.
5. ROAD CLOSURES SHALL NOT BEGIN UNTIL SEPTEMBER 8, 2026
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:
C2
N/A
PARKING STRIPING NOTE:
PARKING STRIPES ON CONCRETE SHOULD ALWAYS BE YELLOW AND PARKING STRIPES ON
ASPHALT SHOULD ALWAYS BE WHITE UNLESS OTHERWISE SPECIFIED IN THE CONSTRUCTION
DOCUMENTS.
1. TREES FOR REMOVAL ARE MARKED WITH A DEMOLITION "X".
2. CLEAR AND GRUB ALL AREAS WITHIN POND AND ROADWAY FOOTPRINTS.
3. ALL DEMOLITION TO BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL LAWS AND REGULATIONS.
DEMOLITION NOTE:
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JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
25-1998.20
JULY 2026
TLE/BLS/PWM
G re en o R d N o rt h S te
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PROPOSED 24" BY 24" GRATE INLET
PROPOSED ALDOT TYPE PD STORM INLET
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PROPOSED SIGNAGE
S
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PROPOSED TYPE R NEEDNAH CURB INLET
PROPOSED JUNCTION BOX
LEGEND
BENCHMARK
EXISTING AXLE FOUND
CONCRETE MONUMENT FOUND
OPEN TOP IRON PIPE FOUND
CAPPED ROD FOUND
CAPPED ROD SET
160.50 T.O.C.
160.00
R.O.W.
FO FO FO FO
EXIST. RIGHT-OF-WAY
CENTERLINE EXIST. CENTERLINE
EXIST. PROPERTY LINE (ADJACENT)
EXIST. OVERHEAD UTILITY AND UTILITY POLE
EXIST. GUY WIRE AND UTILITY POLEGUY
EXIST. WATER LINE
EXIST. SANITARY SEWER LINE
EXIST. GAS LINE
EXIST. OVERHEAD COMMUNICATION
EXIST. FIBER OPTIC CABLE LINE
EXIST. FENCE LINE
EXIST. PIPE
PROPOSED CONCRETE JOINTS
EXIST. POWER POLE
EXIST. LIGHT POLE
EXIST. ELECTRICAL BOX
EXIST. WATER METER
EXIST. WATER VALVE
EXIST. 1 FOOT CONTOUR
EXIST. 5 FOOT CONTOUR
EXIST. GRADE SPOT ELEVATION
PROPOSED 1 FOOT CONTOUR
PROPOSED 5 FOOT CONTOUR
FINISHED GRADE ELEVATION (TOP OF CURB)
FINISHED GRADE ELEVATION
EXIST. PROPERTY LINE
TO BE REMOVED
TO BE REMOVED
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
EXIST. UNDER GROUND COMMUNICATION
PROPOSED 0.5 FOOT CONTOUR
EXIST. RETAINING WALL
EXIST. LANDSCAPE
EXIST. BULKHEAD
EXIST. EDGE OF WATER
EXISTING SIGNAGE
EXIST. WATER METER
EXIST. WATER METER
EXIST. FIRE HYDRANT
EXIST. ELECTRICAL METER
EXIST. ELECTRICAL BOX
EXIST. UTILITY POLE
EXIST. ELECTRICAL BOX
EXIST. MAILBOX
EXIST. NATURAL GAS MARKER
EXIST. NATURAL GAS REGULATOR
EXIST. COMMUNICATION VAULT
EXIST. COMMUNICATION
EXIST. COMMUNICATION BOX
EXIST. COMMUNICATION
EXIST. FIBER OPTICS MARKER
EXIST. FIBER OPTICS MARKER
EXIST. SANITARY SEWER MANHOLE
EXIST. SANITARY SEWER CLEANOUT
EXIST. STORM INLET
EXIST. STORM INLET
EXISTING OAK
EXISTING PALM
EXISTING PINE
EXISTING LIVE OAK
TREE LEGEND
PROPOSED STRIPES
ASPHALT TO BE MILLED
EXIST. ASPHALT PAVING
EXIST. CONCRETE
EXIST. GRAVEL
PROPOSED HEAVY DUTY ASPHALT
PROPOSED CONCRETE (BROOM FINISH)
PROPOSED HEAVY DUTY
CONCRETE (BROOM FINISH)
PROPOSED SOLID SOD/SEED AND MULCH
PROPOSED PAVERS
PROPOSED ASPHALT PAVEMENT PATCH
PROPOSED ASPHALT OVERLAY
PROPOSED LIGHT DUTY ASPHALT
EXIST. UNDERGROUND ENERGYUGE UGE UGE UGE
PROPOSED 0.5 FOOT CONTOUR
PROPOSED AGGREGATE SURFACE (MATCH EX. CONDITIONS)
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SCALE:
DATE:
DRAFTER:
SHEET:
25-1998.20
JULY 2026
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QUANTITY ALDOT
ITEM NO. UNIT ITEM DESCRIPTION PROJECT NOTES
1 201-A LS CLEARING AND GRUBBING
330 206-C SY REMOVING CONCRETE SIDEWALK
3510 206-C SY REMOVING ASPHALT PAVEMENT
420 206-D LF REMOVING PIPE
90 206-D LF REMOVING UTILITY LINES
3 206-E EA REMOVING HEADWALLS
3 206-E EA REMOVING INLET
3 209-A EA MAILBOX RESET, MULTIPLE
1200 210-A CUYD UNCLASSIFIED EXCAVATION
900 210-D CUYD BORROW EXCAVATION
40 214-B CUYD FOUNDATION BACKFILL
60 214-B CUYD FOUNDATION BACKFILL, COMMERCIAL (#57 STONE) 4"TO 6" THICK
4525 230-B SQYD ROADBED PROCESSING
18 262-B CUYD PORTLAND CEMENT PRESSURE GROUT
4025 301-A SQYD CRUSHED AGGREGATE BASE COURSE, TYPE B, PLANT MIXED, 6" COMPACTED THICKNESS
3204 401-A SQYD BITUMINOUS TREATMENT A
3856 405-A SQYD TACK COAT (0.05 GAL/SY)
660 408-A SQYD PLANING EXISTING PAVEMENT (APPROXIMATELY 0" THRU 3.0" THICK)
3856 424-A SQYD SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER, 1/2" MAXIMUM
AGGREGATE SIZE MIX, ESAL RANGE C/D, 165 LB/SY
3204 424-B SQYD SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, 1" MAXIMUM AGGREGATE SIZE
MIX, ESAL RANGE C/D, 250 LB/SY
2192 424-B SQYD SUPERPAVE BITUMINOUS CONCRETE LOWER BINDER LAYER, 1" MAXIMUM AGGREGATE
SIZE MIX, ESAL RANGE C/D, 250 LB/SY
6 430-B TONS AGGREGATE SURFACING
222 533-A LF 18" STORM SEWER PIPE (CLASS 3 R.C.)
370 533-A LF 24" STORM SEWER PIPE (CLASS 3 R.C.)
808 533-A LF 30" STORM SEWER PIPE (CLASS 3 R.C.)
35 533-B LF 18" SPAN, 11" RISE STORM SEWER PIPE (CLASS 3 R.C.)
172 533-B LF 22" SPAN, 14" RISE STORM SEWER PIPE (CLASS 3 R.C.)
1 600-A LS MOBILIZATION
425 613-F SQYD PAVER FIELDS, PEDSETRIAN DUTY WITH STONE BASE
1150 618-A SQYD CONCRETE SIDEWALK, 6" THICK
175 618-B SQYD CONCRETE DRIVEWAY, 6" THICK (INCLUDES WIRE MESH)
210 618-C SQFT DETECTABLE WARNING SURFACE
17 618-D EA CURB RAMP
3 621-A EA JUNCTION BOX, TYPE 1P
2 621-A EA JUNCTION BOX, TYPE SPECIAL
3 621-C EA INLET, CURB AND GUTTER (NEENAH CURB INLET, MODEL R-3067 TYPE -R)
3 621-C EA INLET, CURB AND GUTTER (NEENAH CURB INLET, MODEL R-3067 TYPE -R) SPECIAL BOX
3 621-C EA INLETS, TYPE PD
10 621-C EA INLET GRATES, TYPE B, 24"x24"
3 622-A EA MANHOLE COVER RESET
810 623-B LF 12" FLUSH RIBBON CURB
835 623-B LF 6" CONCRETE HEADER CURB
1290 623-C LF CONCRETE CURB & GUTTER, TYPE M-2
15 641-A LF 6" P.V.C WATER MAIN LAID, C900
679 641-A LF 12" P.V.C WATER MAIN LAID, C900
4 641-C EA 6" 45° BEND
1 641-C EA 12" X 6" TEE FITTING
3 641-C EA 12" TEE FITTINGS
2 641-C EA 12" X 6" REDUCER FITTINGS
2 641-C EA 12" 45° BEND FITTINGS
1 641-C EA 12" PLUG
1 641-J EA 6" INSERTA VALVE (TEAM VALVE INSERTION)
1 641-J EA 12" INSERTA VALVE (TEAM VALVE INSERTION)
1 641-J EA 6" GATE VALVE W/ BOX
5 641-J EA 12" GATE VALVE W/ BOX
5 641-K CY CONCRETE FOR WATER MAINS (THRUST BLOCKS)
1 641-O EA 12" X 12" TAPPING VALVE AND SLEEVE
1 LS WATER MAIN BAC-T AND PRESSURE TESTS
34 663-C LF TREE PROTECTION FENCING
1105 665-J LF SILT FENCE, TYPE "A"
1105 665-O LF SILT FENCE REMOVAL
21 665-P EA INLET PROTECTION, STAGE 3 OR 4
1 680-A LS ENGINEERING CONTROLS
1135 701-G LF SOLID WHITE, CLASS 2 TYPE A TRAFFIC STRIPES
105 701-G LF SOLID YELLOW, CLASS 2 TYPE A TRAFFIC STRIPES (701-G)
220 703-A SQFT TRAFFIC CONTROL MARKINGS, CLASS 2 TYPE A (703-A)
100 703-B SQFT TRAFFIC CONTROL LEGENDS, THERMOPLASTIC "GOLF CART ONLY" W/ STENCIL (703-B)
1 740-A LS TRAFFIC CONTROL SCHEME (740-A)
1 710-C LS REMOVAL OF EXISTING ROADWAY SIGNS
1 711-A LS ROADWAY SIGN RELOCATION
1 LS UNDERGROUND UTILITY ADJUSTMENT (GAS)
1 LS UNDERGROUND UTILITY ADJUSTMENT (ELECTRICAL)
1 LS UNDERGROUND UTILITY ADJUSTMENT (COMMUNICATION)
1 LS LANDSCAPE ITEMS
SUMMARY TABLE OF QUANTITIES
ALTERNATE BID (E 22ND AVE):
QUANTITY ALDOT
ITEM NO. UNIT ITEM DESCRIPTION PROJECT NOTES
1 201-A LS CLEARING AND GRUBBING
75 206-C SY REMOVING CONCRETE SIDEWALK
54 206-C SY REMOVING CONCRETE DRIVEWAY
270 206-C SY REMOVING ASPHALT PAVEMENT
218 206-D LF REMOVING FENCE
17 206-D LF REMOVING PIPE
4 206-E EA REMOVING TREES
200 210-A CUYD UNCLASSIFIED EXCAVATION
100 210-D CUYD BORROW EXCAVATION
10 214-B CUYD FOUNDATION BACKFILL
10 214-B CUYD FOUNDATION BACKFILL, COMMERCIAL (#57 STONE) 4"TO 6" THICK (214-B)
375 230-B SQYD ROADBED PROCESSING
326 301-A SQYD CRUSHED AGGREGATE BASE COURSE, TYPE B, PLANT MIXED, 6" COMPACTED THICKNESS
250 401-A SQYD BITUMINOUS TREATMENT A
725 405-A SQYD TACK COAT (0.05 GAL/SY)
480 408-A SQYD PLANING EXISTING PAVEMENT (APPROXIMATELY 0" THRU 3.0" THICK)
725 424-A SQYD SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER, 1/2" MAXIMUM
AGGREGATE SIZE MIX, ESAL RANGE C/D, 165 LB/SY
250 424-B SQYD SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, 1" MAXIMUM AGGREGATE SIZE
MIX, ESAL RANGE C/D, 250 LB/SY
183 533-A LF 18" STORM SEWER PIPE (CLASS 3 R.C.)
1 600-A LS MOBILIZATION
60 613-F SQYD PAVER FIELDS, PEDSETRIAN DUTY WITH STONE BASE
180 618-A SQYD CONCRETE SIDEWALK, 6" THICK
70 618-B SQYD CONCRETE DRIVEWAY, 6" THICK (INCLUDES WIRE MESH)
2 621-C EA INLET, CURB AND GUTTER (NEENAH CURB INLET, MODEL R-3067 TYPE -R)
2 621-C EA INLETS, TYPE PD
72 623-B LF 12" FLUSH RIBBON CURB
290 623-C LF CONCRETE CURB & GUTTER, TYPE M-2
215 665-J LF SILT FENCE, TYPE "A"
215 665-O LF SILT FENCE REMOVAL
4 665-P EA INLET PROTECTION, STAGE 3 OR 4
1 680-A LS ENGINEERING CONTROLS
590 701-G LF SOLID WHITE, CLASS 2 TYPE A TRAFFIC STRIPES
385 701-G LF SOLID YELLOW, CLASS 2 TYPE A TRAFFIC STRIPES (701-G)
1 740-A LS TRAFFIC CONTROL SCHEME (740-A)
1 LS SIGNAGE ITEMS
1 LS LANDSCAPE ITEMS
N.T.S
TY
PI
CA
L
SE
CT
IO
N
EA
ST
ND
S
TR
EE
T
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
25-1998.20
JULY 2026
TLE/BLS/PWM
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
0/
IS
SU
E
FO
R
BI
D
1.
C5
TYPICAL ROADWAY SECTION
EAST 2ND STREET (SECTION B) (GULF PINES)
ROW VARIES (~130')
3 1111
10 91
TYPICAL ROADWAY SECTION
EAST 2ND STREET (SECTION A) (GULF PINES)
ROW VARIES (~130')
1. 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.
2. SOLID SOD SHALL BE PROVIDED BETWEEN SIDEWALK AND BACK OF CURB.
3. 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:
TYPICAL ROADWAY ALT #1 SECTION
EAST 22ND AVE (SECTION B) (GULF PINES)
ROW VARIES (~80')
6 1413
9 1111 1 7
3 3 2
8 8
8 810
ALL GRADING AND PAVING SHALL CONFORM WITH
GEOTECH REPORT ORIGINAL REPORT PROVIDED BY
"GEOTECHNICAL ENGINEERING TESTING, INC."
DATED APRIL 3, 2026.
ALSO GEOTECH ADDENDUM REPORT PROVIDED BY
"GEOTECHNICAL ENGINEERING TESTING, INC."
DATED JUNE 11, 2026.
P X
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E
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C
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UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
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UGE UGE UGE UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
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UGE
UGE
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S
VAN
C
C
W V
EX
IS
TI
NG
C
ON
DI
TI
ON
S
C6
EA
ST
ND
S
TR
EE
T
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
25-1998.20
JULY 2026
TLE/BLS/PWM
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
0/
IS
SU
E
FO
R
BI
D
1.
1" = 20'
TBM #1
ELEV = 9.95
TBM #2
ELEV = 9.53
BENCHMARK INFORMATION:
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.
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
1. REFER TO SHEET C2 FOR ADDITIONAL NOTES.
2. REFER TO SHEET C3 FOR LEGEND.
GENERAL 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:
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C
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E
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C
C
C
C
C
C C
C
C C
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C
C
C
C
C C
C
C C C C
C
C
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C C
E
E
S
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E E
E
E
E
EEE
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UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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UGE
UGE
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UGE
UGE
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U G
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U G
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U G
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U G
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U G
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U G
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G E
U G
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G E
U G
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G E
U G
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UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE
UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
U G
E U
G E
U G
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G E
U G
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G E
U G
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G E
U G
E U
G E
U G
E
UGE UGE UGE UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
U G
E U
G E
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UGE
UGE
UGE
S
VAN
AL
T
AL
T
1BASE BID
C
C
W V
REQD., REMOVE APPROX. 10LF OF ABANDONED 12" WATER LINE
FOR STORM DRAINAGE INSTALLATION EFFORTS
(PROPER DISPOSAL OF ASBESTOS-CEMENT PIPE REQUIRED)
REQD., MILL EXIST. ASPHALT W/IN
HATCHED AREA, 1.25" MIN. THICKNESS
(REMOVE)
REQD., REMOVE EXISTING ASPHALT DRIVE.
(SAWCUT TO PROVIDE SMOOTH EDGE)
REQD., SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK
(SAWCUT TO PROVIDE SMOOTH EDGE)
REQD., REMOVE / RELOCATE EXISTING TRAFFIC SIGNAL POLE AND
GUY WIRE (COORDINATE WITH LOCAL UTILITY COMPANY)
REQD., REMOVE EXISTING STORM STRUCTURES
REQD., REMOVE EXISTING CONCRETE SIDEWALK
(TO REMAIN)
REQD., TO REMOVE
REQD., REMOVE EXISTING GRATE INLET
REQD., REMOVE EXISTING CONCRETE SIDEWALK
REQD., REMOVE
REQD., REMOVE EXISTING WOOD BARRIER
REQD., REMOVE EXISTING LIGHT POLE
REQD., REMOVE EXISTING LIGHT POLE
REQD, REMOVE / RESET
EXISTING MAILBOXES
SEE UTILITY NOTE 1.
SEE UTILITY NOTE 1.
(REMAIN)
REQD., TO REMOVE
REQD., REMOVE EX. TREES
SEE UTILITY NOTE 1.
REQD, REMOVE 218 LF OF
EXISTING FENCE
SEE UTILITY NOTE 1.
SEE UTILITY NOTE 1.
SEE UTILITY NOTE 1.
REQD., REMOVE EXISTING SIGN
REQD., REMOVE EXISTING SIGN, SAVE AND RELOCATE
(COORD. WITH CITY FOR RELOCATION EFFORTS)
REQD., REMOVE
REQD., ADJUST RING & COVER FLUSH W/ SIDEWALK
REQD., ADJUST RING & COVER FLUSH
REQD., EXISTING SANITARY SEWER MANHOLE
RING AND COVER TO BE RESET
REQD., MILL EXIST. ASPHALT W/IN HATCHED AREA, 1.5" MIN. THICKNESS
REQD., MILL EXIST. ASPHALT W/IN HATCHED AREA, 1.25" MIN. THICKNESS
REQD., MILL EXIST. ASPHALT W/IN
HATCHED AREA, 1.25" MIN. THICKNESS
(REMAIN)
REQD., ADJUST RING & COVER
(RESET FLUSH W/ SIDEWALK)
(TO REMAIN)
(TO REMAIN)
REQD., REMOVE TOP & CONVERT TO J-BOX
REQD., MILL EXISTING ASPHALT TO ALLOW
FOR REQD., ASPHALT LEVELING & OVERLAY
REQD., SAWCUT & REMOVE EXISTING ASPHALT
(SAWCUT TO PROVIDE SMOOTH EDGE)
REQD., SAWCUT TO PROVIDE SMOOTH EDGE
REQD., SAWCUT TO PROVIDE SMOOTH EGE
REQD., REMOVE 15LF OF ABANDONED 6" WATER LINE
REQD., REMOVE APPROX. 24LF
EXISTING 6" WATER LINE
6" GATE VALVES
REQD., REMOVE EX. PIPE END TREATMENT
AND APPROX. 10 LF EX. PIPE
REQD., REMOVE AND RELOCATE APPROX. 14LF EXISTING 6" WATER LINE
FOR STORM DRAINAGE INSTALLATION EFFORTS
REQD., REMOVE APPROX. 16LF OF ABANDONED 12" WATER LINE
FOR STORM DRAINAGE INSTALLATION EFFORTS
(PROPER DISPOSAL OF ASBESTOS-CEMENT PIPE REQUIRED)
REQD., REMOVE APPROX. 10LF OF ABANDONED 12" WATER LINE
FOR STORM DRAINAGE INSTALLATION EFFORTS
(PROPER DISPOSAL OF ASBESTOS-CEMENT PIPE REQUIRED)
REQD., SAWCUT AND REMOVE PORTION
OF EXIST. CONCRETE SIDEWALK
REQD., REMOVE EXISTING SIGN, SAVE AND RELOCATE
(COORD. WITH CITY FOR RELOCATION EFFORTS)
REQD., REMOVE EXISTING SIGN, SAVE AND RELOCATE
(COORD. WITH CITY FOR RELOCATION EFFORTS)
REQD., REMOVE EXISTING SIGN, SAVE AND RELOCATE
(COORD. WITH CITY FOR RELOCATION EFFORTS)
(REMAIN)
(REMAIN)
REQD., SAWCUT TO PROVIDE SMOOTH EDGE
REQD., REMOVE END TREATMENT
FOR STRUCTURE INSTALLATION
REQD., REMOVE 2 EA. EX. TREES
WITHIN PUBLIC R.O.W.
FOR WATERLINE INSTALLATION
(TO REMAIN)
(T O
RE
M
AI
N)
(TO REMAIN)
(TO REMAIN)
(REMOVE)(REMOVE)
(REMOVE)
(TO REM
AIN)
(REMOVE)(REMOVE)
(T O
RE
M
AI
N)
(T O
RE
M
AI
N)
DE
M
OL
IT
IO
N
PL
AN
C7
EA
ST
ND
S
TR
EE
T
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
25-1998.20
JULY 2026
TLE/BLS/PWM
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
0/
IS
SU
E
FO
R
BI
D
1.
1" = 20'
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
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.
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:
1. TREES FOR REMOVAL ARE MARKED WITH A DEMOLITION "X".
2. CLEAR AND GRUB ALL AREAS WITHIN POND AND ROADWAY FOOTPRINTS.
3. ALL DEMOLITION TO BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL LAWS AND REGULATIONS.
DEMOLITION NOTE:
1. REQD, REMOVE / RELOCATE EXISTING COMMUNICATION BOX
PEDESTAL (COORDINATE WITH LOCAL UTILITY COMPANY)
2. EXISTING 12" WATERMAIN TO BE ABANDONED ONCE NEW WATERMAIN IS
ACTIVE - SEE SHEET C11-C12
3. WATERMAIN REMOVAL TASK CAN ONLY OCCUR ONCE NEW WATERMAIN IS
ACTIVE AND EXISTING HAS BEEN ABANDONED.
UTILITY NOTE:
W
V
WV
C
C
E E
E
C
E
C
C
C
C
C
C C
C
E
C
E
E E
W
C S
S
UGE UGE
U G
E
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
UGE UGE UGE UGE UGE UGE
UG
E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E
UGE
UGEUGEUGEUGEUGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE
UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
C
C
W V
REQD., SAWCUT & REMOVE EXISTING ASPHALT
(SAWCUT TO PROVIDE SMOOTH EDGE)
REQD., SAWCUT & REMOVE EXISTING CONCRETE
(SAWCUT TO PROVIDE SMOOTH EDGE)
REQD., REMOVE EXISTING CONCRETE SIDEWALK
REQD., TO REMOVE
REQD., REMOVE EXISTING WOOD BARRIER
SEE UTILITY NOTE 1.
REQD., REMOVE EXISTING SIGN, SAVE AND RELOCATE
(COORD. WITH CITY FOR RELOCATION EFFORTS)
REQD., ADJUST RING & COVER FLUSH
REQD., MILL EXIST. ASPHALT W/IN HATCHED AREA, 1.25" MIN. THICKNESS
(REMAIN)
REQD., ADJUST RING & COVER
(RESET FLUSH W/ SIDEWALK)
REQD., REMOVE TOP & CONVERT TO J-BOX
REQD., MILL EXISTING ASPHALT TO ALLOW
FOR REQD., ASPHALT LEVELING & OVERLAY
REQD., SAWCUT & REMOVE EXISTING ASPHALT
(SAWCUT TO PROVIDE SMOOTH EDGE)
REQD., SAWCUT TO PROVIDE SMOOTH EDGE
REQD., SAWCUT TO PROVIDE SMOOTH EGE
REQD., REMOVE 15LF OF ABANDONED 6" WATER LINE
REQD., REMOVE APPROX. 16LF OF ABANDONED 12" WATER LINE
FOR STORM DRAINAGE INSTALLATION EFFORTS
(PROPER DISPOSAL OF ASBESTOS-CEMENT PIPE REQUIRED)
REQD., MILL EXIST. ASPHALT W/IN HATCHED AREA, 1.25" MIN. THICKNESS
REQD., REMOVE APPROX. 10LF OF ABANDONED 12" WATER LINE
FOR STORM DRAINAGE INSTALLATION EFFORTS
(PROPER DISPOSAL OF ASBESTOS-CEMENT PIPE REQUIRED)
REQD., REMOVE EXISTING SIGN, SAVE AND RELOCATE
(COORD. WITH CITY FOR RELOCATION EFFORTS)
REQD., REMOVE EXISTING SIGN, SAVE AND RELOCATE
(COORD. WITH CITY FOR RELOCATION EFFORTS)
(REMAIN)
(REMAIN)
REQD., SAWCUT TO PROVIDE SMOOTH EDGE
REQD., REMOVE END TREATMENT
FOR STRUCTURE INSTALLATION
(T O
RE
M
AI
N)
(TO REMAIN)
(TO REMAIN)
(TO REM
AIN)
REQD., SAWCUT & REMOVE EXISTING ASPHALT
(SAWCUT TO PROVIDE SMOOTH EDGE)
DE
M
OL
IT
IO
N
PL
AN
(2
EA
ST
ND
S
TR
EE
T
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
25-1998.20
JULY 2026
TLE/BLS/PWM
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
0/
IS
SU
E
FO
R
BI
D
1.
1" = 20'
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
C8
Professional Land Surveyors
SURVEY PROVIDED BY:
Wattier Surveying, Inc.
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
1. TREES FOR REMOVAL ARE MARKED WITH A DEMOLITION "X".
2. CLEAR AND GRUB ALL AREAS WITHIN POND AND ROADWAY FOOTPRINTS.
3. 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:
1. REQD, REMOVE / RELOCATE EXISTING COMMUNICATION BOX
PEDESTAL (COORDINATE WITH LOCAL UTILITY COMPANY)
2. EXISTING 12" WATERMAIN TO BE ABANDONED ONCE NEW WATERMAIN IS
ACTIVE - SEE SHEET C11-C12
3. WATERMAIN REMOVAL TASK CAN ONLY OCCUR ONCE NEW WATERMAIN IS
ACTIVE AND EXISTING HAS BEEN ABANDONED.
UTILITY NOTE:
C
C E
C
C
E
TR
C
C
C
C C C C
C
C
C
C
C
C
C
C
E
S
C
C
E E
E
E
E
EEE
E
E
C S
S E
E
C O
S
VAN
GOLF CART
ONLY
GOLF CART
ONLY
GOLF CART
ONLY
GOLF CART
ONLY
GOLF CART
ONLY
GOLF CART
ONLY
GOLF CART
ONLY
GOLF CART
ONLY
AL
T
AL
T
1BASE BID
C
C
STA=3+00
STA=3+50
STA=4+00
STA=4+50
STA=5+00
STA=5+50
STA=6+00
STA=6+50
STA=7+00
STA=3+00
STA=3+50
STA=4+00
STA=4+50
STA=5+00
STA=5+50
STA=6+00
STA=6+50
STA=7+00
REQD., LIGHT DUTY PAVEMENT, TYP.
REQD. SOLID WHITE 5", TYPE 2,
CLASS A THERMOPLASTIC TRAFFIC STRIPE, TYP.
REQD., 9' WIDE SIDEWALK, TYP.
REQD., ADA CURB RAMP, TYP.
REQD.ADA CURB RAMP, TYP.
REQD.9' WIDE SIDEWALK
REQD. SOLID WHITE 5", TYPE 2,
CLASS A THERMOPLASTIC TRAFFIC STRIPE, TYP.
REQD. 24" COMBINATION CURB AND GUTTER, TYP.
REQD., 24" COMBINATION CURB AND GUTTER, TYP.
REQD.CONCRETE DRIVEWAY, TYP.
REQD., CONCRETE DRIVEWAY
REQD, BRICK PAVERS, TYP.
REQD, BRICK PAVERS, TYP.
REQD., ADA CURB RAMP, TYP.
REQD., 1' WIDE FLUSH CURB, TYP.
REQD., CLAY BRICK PAVERS, TYP.
REQD, 24" STOP BAR (CLASS 2, TYPE A)
AND 30" STOP SIGN (R1-1)
REQD, BRICK PAVERS, TYP.
REQD., 9' WIDE SIDEWALK
CONNECT TO EX. (FLUSH)
RE
QD
PR
OP
OS
ED
0' R
.O .W
D
ED
IC
AT
IO
N
REQD., 9' WIDE SIDEWALK, TYP.
REQD., CLAY BRICK PAVERS, TYP.
REQD., 1' WIDE FLUSH CURB, TYP.
REQD., CONCRETE DRIVEWAY TO REPLACE EXIST.
(WIDTH SHALL MATCH EXISTING)
REQD, H/C RAMP
REQD.HEAVY DUTY PAVEMENT
REQD., LIGHT DUTY PAVEMENT, TYP.
REQD., HEAVY DUTY PAVEMENT TYP.
REQD., MILL AND OVERLAY
REQD., ADA CURB RAMP, TYP.
REQD., 24" COMBINATION
CURB AND GUTTER, TYP.
REQD., SOLID WHITE 5", TYPE 2,
CLASS A THERMOPLASTIC TRAFFIC STRIPE, TYP.
REQD., THERMOPLASTIC "GOLF CART ONLY" W/ STENCILREQD., THERMOPLASTIC "GOLF CART ONLY" W/ STENCIL
REQD., 6" CONCRETE HEADER CURB
REQD., 6" CONCRETE HEADER CURB
REQD., 6" CONCRETE
HEADER CURB
REQD., SOLID WHITE 5", TYPE 2,
CLASS A THERMOPLASTIC TRAFFIC STRIPE, TYP.
REQD., SOLID WHITE 5", TYPE 2,
CLASS A THERMOPLASTIC TRAFFIC STRIPE, TYP.
REQD.6' WIDE SIDEWALK
REQD, BRICK PAVERS, TYP.
REQD, 24" STOP BAR (CLASS 2, TYPE A)
AND 30" STOP SIGN (R1-1)
REQD, 24" STOP BAR (CLASS 2, TYPE A)
AND 30" STOP SIGN (R1-1)
REQD, 24" STOP BAR (CLASS 2, TYPE A)
AND 30" STOP SIGN (R1-1)
REQD., 1' WIDE FLUSH CURB, TYP.
REQD., 1' WIDE FLUSH CURB, TYP.
REQD., BENCHES, SEE
LANDSCAPE PLANS.
(SEE SHEET LP500)
REQD., 1' WIDE FLUSH CURB, TYP.
REQD., 1' WIDE FLUSH CURB, TYP.
STA:88+09.67
PHASE 1 BEGIN
STA:92+56.29
CENTERLINE 23RD AVENUE
& 2ND STREET
STA:88+31.09
CENTERLINE
22ND AVENUE
& 2ND STREET
REQD, BRICK PAVERS, TYP.
REQD, 24" STOP BAR (CLASS 2, TYPE A)
AND 30" STOP SIGN (R1-1)
ST
A=
+9
ST
A=
+5
STA=88+00
ST
A=
+5
ST
A=
+0
ST
A=
+5
ST
A=
+0
ST
A=
+5
ST
A=
+0
ST
A=
+5
ST
A=
+0
ST
A=
+5
REQD, BRICK PAVERS, TYP.
REQD., 1' WIDE FLUSH CURB, TYP.
STA:92+99.49
PHASE END
REQD., AGGREGATE SURFACE
(MATCH EXIST. CONDITIONS)
SI
TE
L
AY
OU
T
PA
VE
M
EN
T
PL
AN
EA
ST
ND
S
TR
EE
T
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
25-1998.20
JULY 2026
TLE/BLS/PWM
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
0/
IS
SU
E
FO
R
BI
D
1.
1" = 20'
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
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.
C9
V
WV
C C
C E W
C
C
E
TR
C
C
C
C C C C
C
C
C
C
C
C
C
E
S
C
C
E E
E
E
E
EEE
W
W
W
E
E
C S
S E
E
W W
C O
S
VAN
PI: 3+00.07
PI: 3+67.30
PI: 4+38.22
PI: 4+83.01
PI: 5+83.94
PI: 6+12.15
PI: 6+69.59
PI: 7+04.26
PI: 5+96.15
PI: 2+81.41
PI: 4+72.35
PI
: 9
2+
.5
PI
: 9
2+
.6
EP
: 9
2+
.4
GOLF CART
ONLY
GOLF CART
ONLY
GOLF CART
ONLY
GOLF CART
ONLY
GOLF CART
ONLY
GOLF CART
ONLY
GOLF CART
ONLY
GOLF CART
ONLY
AL
T
AL
T
1BASE BID
C
C
STA=3+00
STA=3+50
STA=4+00
STA=4+50
STA=5+00
STA=5+50
STA=6+00
STA=6+50
STA=7+00
STA=3+00
STA=3+50
STA=4+00
STA=4+50
STA=5+00
STA=5+50
STA=6+00
STA=6+50
STA=7+00
STA:88+09.67
PHASE 1 BEGIN
STA:92+56.29
CENTERLINE 23RD AVENUE
& 2ND STREET
STA:88+31.09
CENTERLINE
22ND AVENUE
& 2ND STREET
ST
A=
+9
STA=88+00
ST
A=
+5
ST
A=
+0
ST
A=
+5
ST
A=
+0
ST
A=
+5
ST
A=
+0
ST
A=
+5
ST
A=
+0
ST
A=
+5
STA:92+99.49
PHASE END
GE
OM
ET
RI
C
CO
NT
RO
L
LA
YO
UT
EA
ST
ND
S
TR
EE
T
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
25-1998.20
JULY 2026
TLE/BLS/PWM
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
0/
IS
SU
E
FO
R
BI
D
1.
C10
1" = 20'
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
C
C E W
C
C
E
TR
C
C
C
C
C C
C
C C
C
C C
C
C
C
C
C
C C
C
C C C C
C
C
C
C C
E
S
C
C
E E
E
E
E
EEE
W
W
W
E
E
C S
S
UGE
UGE
E E
W W
C O
UGE UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE UGE UGE UGE UGE UGE
UG
E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U G
E U
G E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
UGE UGE UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
UGEUGE
UGE
UGEUGEUGEUGEUGE
U G
E U
G E
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E U
G E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
UGE
UGE
UGE
12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W
S
VAN
REQD; ADJUST EXIST. SANITARY SEWER
RING AND COVER TO FINISHED GRADE
REQD; ADJUST EXIST. SANITARY SEWER
RING AND COVER TO FINISHED GRADE
REQD; ADJUST EXIST. SANITARY SEWER
RING AND COVER TO FINISHED GRADE
C
C
STA=3+00
STA=3+50
STA=4+00
STA=4+50
STA=5+00
STA=5+50
STA=6+00
STA=6+50
STA=7+00
STA=3+00
STA=3+50
STA=4+00
STA=4+50
STA=5+00
STA=5+50
STA=6+00
STA=6+50
STA=7+00
STA:88+09.67
PHASE 1 BEGIN
STA:92+56.29
CENTERLINE 23RD AVENUE
& 2ND STREET
STA:88+31.09
CENTERLINE
22ND AVENUE
& 2ND STREET
REQD., CONNECT TO PROPOSED 12"
WATERMAIN W/ 12"X12"X12" TEE
12" GATE VALVE
APPROX. 10 LF 12" C900 PVC
W/ 12"X6" REDUCER
REQD., 2 - 12" 45° BEND
REQD., CONNECT TO PROPOSED
12" WATERMAIN W/ 12"X6" TEE
& 6" GATE VALVE
REQD., EXISTING 12" WATERMAIN TO BE
ABANDONED ONCE 12" WATERMAIN IS INSTALLED REQD., APPROX. 202 LF 12" C900 PVC
REQD., APPROX. 35 LF 12" C900 PVC
REQD., APPROX. 180 LF 12" C900 PVC
REQD., CONNECT TO
PROPOSED 12" WATERMAIN
W/ 12"X12"X12" TEE
12" GATE VALVE
12"X6" REDUCER
REQD., 12"X12" TEE W/
2 - 12" GATE VALVES
REQD., 2 - 6" 45° BEND
(AS NEEDED)
REQD., 2 - 6" 45° BEND
(AS NEEDED)
REQD., APPROX. 20LF 12" C900 PVC
REQD., 12" PLUG TO CAP PIPE
NOTE: CONTRACTOR TO INVESTIGATE AND FIELD VERIFY W/ LOCAL UTILITY
(SURVEY INDICATED TWO WATER VALVES IN THIS AREA - UTILITY G.I.S. SHOWS NO VALVES)
CONTRACTOR TO CONFIRM EXISTENCE OF WATER VALVES AND CONFIRM W/ ENGINEER
REQD., 6" INSERTVALVE (TEAM)
(LOCATION TO BE CONFIRMED W/ GSU)
RE
QD
" I
NS
ER
TV
AL
VE
(T
EA
M
(L
OC
AT
IO
N
TO
B E
CO
NF
IR
M
ED
W
/ G
SU
REQD., 12" GATE VALVE
REQD., IRRIGATION METER W/ B.F.P.
(SEE IRRIGATION PLAN FOR SIZE &
COORD. WITH LOCAL UTILITY)
REQD., EXISTING 12" WATERMAIN TO BE
ABANDONED ONCE 12" WATERMAIN IS INSTALLED
REQD., 12'X12" TAPPING SLEEVE & VALVE
REQD., APPROX. 40 LF 12" C900 PVC
REQD., 12" WATERMAIN TO BE INSTALLED BELOW STORM
REQD., 12" WATERMAIN TO BE INSTALLED
BELOW STORM
REQD., 12" WATERMAIN TO BE INSTALLED BELOW STORM
REQD., INSTALL 12" WATERMAIN
UNDER EX. CONCRETE CURB
REQD., 12" WATERMAIN TO BE INSTALLED BELOW STORM
REQD., INSTALL 12" WATERMAIN
UNDER EX. CONCRETE CURB
ST
A=
+9
ST
A=
+5
STA=88+00
ST
A=
+5
ST
A=
+0
ST
A=
+5
ST
A=
+0
ST
A=
+5
ST
A=
+0
ST
A=
+5
ST
A=
+0
ST
A=
+5
STA:92+99.49
PHASE END
NOTE: EX. 12" WATERMAIN IS ASBESTOS CEMENT PIPE
UT
IL
IT
Y
PL
AN
EA
ST
ND
S
TR
EE
T
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
25-1998.20
JULY 2026
TLE/BLS/PWM
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
0/
IS
SU
E
FO
R
BI
D
1.
1" = 20'
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
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.
C11
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
V
WV
C
C
E E
E
C
E
C
C
C
C
C
C C
C
E
C
E
E E
W
C S
S
UGE UGE
U G
E
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
UGE UGE UGE UGE UGE UGE
UG
E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E
UGE
UGEUGEUGEUGEUGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
12''W12''W12''W12''W
REQD; ADJUST EXIST. SANITARY SEWER
RING AND COVER TO FINISHED GRADE
REQD; ADJUST EXIST. SANITARY SEWER
RING AND COVER TO FINISHED GRADE
C
C
STA=4+00
STA=4+50
STA=5+00
STA=5+50
STA=6+00
STA=6+50
STA=7+00
REQD., EXISTING 12" WATERMAIN TO BE
ABANDONED ONCE 12" WATERMAIN IS INSTALLED
REQD., APPROX. 149 LF 12" C900 PVC
REQD., APPROX. 20 LF 12" C900 PVC
REQD., LIGHT DUTY PAVEMENT, TYP.
REQD., SOLID WHITE 5", TYPE 2,
CLASS A THERMOPLASTIC TRAFFIC STRIPE, TYP.
STA:92+56.29
CENTERLINE 23RD AVENUE
& 2ND STREET
REQD., CONNECT TO EXISTING 12" WATERMAIN AT EXISTING 12" GATE VALVE
REMOVE AND REPLACE EXIST. MEGALUG AS NEEDED
(COORD. W/ LOCAL UTILITY FOR EXACT LOCATION AND FOR LOCATION
OF UPSTREAM VALVES TO ISOLATE LINE FOR REMOVAL EFFORTS)
REQD., CONNECT TO PROPOSED 12"
WATERMAIN W/ 12"X12"X12" TEE
12" GATE VALVE
APPROX. 10 LF 12" C900 PVC
W/ 12"X6" REDUCER
REQD., 2 - 12" 45° BEND
REQD., APPROX. 202 LF 12" C900 PVC
REQD., APPROX. 35 LF 12" C900 PVC
REQD., 12" GATE VALVE
REQD., IRRIGATION METER W/ B.F.P.
(SEE IRRIGATION PLAN FOR SIZE &
COORD. WITH LOCAL UTILITY)
REQD., EXISTING 12" WATERMAIN TO BE
ABANDONED ONCE 12" WATERMAIN IS INSTALLED
REQD., 12" WATERMAIN TO BE INSTALLED BELOW STORM
REQD., INSTALL 12" WATERMAIN
UNDER EX. CONCRETE CURB
REQD., 12" WATERMAIN TO BE INSTALLED BELOW STORM
REQD., INSTALL 12" WATERMAIN
UNDER EX. CONCRETE CURB
ST
A=
+9
ST
A=
+5
ST
A=
+0
ST
A=
+5
STA:92+99.49
PHASE END
UT
IL
IT
Y
PL
AN
(2
EA
ST
ND
S
TR
EE
T
IM
PR
OV
EM
EN
TS
CI
TY
O F
GU
LF
S
HO
RE
S
JOB NO:
SCALE:
DATE:
DRAFTER:
SHEET:
25-1998.20
JULY 2026
TLE/BLS/PWM
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
0/
IS
SU
E
FO
R
BI
D
1.
1" = 20'
( IN FEET )
1 inch = ft.
GRAPHIC SCALE
C12
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.
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
C
C E W
C
C
E
TR
C
C
C
C
C C C C
C
C
C
C
C
C
C
C
E
S
C
C
E E
E
E
E
EEE
W
W
W
E
E
C S
S
UGE
UGE
E E
W W
UGE UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE UGE
U G
E U
G E
U G
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G E
U G
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G E
U G
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U G
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U G
E
UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
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UG
E
UG
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UG
E
UG
E
UG
E
UGE UGE UGE UGE UGE UGE
UG
E
U G
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U G
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U G
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G E
U G
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UGE
UGE
UGE
UGE
UGE
UGE
UGE
U G
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U G
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G E
U G
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G E
U G
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G E
U G
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G E
U G
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G E
U G
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U G
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G E
U G
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G E
U G
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G E
UGE UGE UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE UGE UGE
U G
E
UGE
UGE
UGEUGE
UGE
UGEUGEUGEUGEUGE
U G
E U
G E
U G
E
UGE
UGE
UGE
UGE
UGE
U G
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U G
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U G
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U G
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UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
U G
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U G
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G E
U G
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G E
U G
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G E
U G
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G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
U G
E U
G E
U G
E U
G E
U G
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U G
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U G
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UGE
UGE
UGE
UGE
UGE
12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W
S
VAN
CONVERT TO
JUNCTION BOX
AL
T
AL
T
1BASE BID
C
C
STA=3+00
STA=3+50
STA=4+00
STA=4+50
STA=5+00
STA=5+50
STA=6+00
STA=6+50
STA=7+00
STA=2+50
STA=3+00
STA=3+50
STA=4+00
STA=4+50
STA=5+00
STA=5+50
STA=6+00
STA=6+50
STA=7+00
STA:88+09.67
PHASE 1 BEGIN
STA:92+56.29
CENTERLINE 23RD AVENUE
& 2ND STREET
STA:88+31.09
CENTERLINE
22ND AVENUE
& 2ND STREET
PDI-1
REQD., ALDOT TYPE PD INLET
RIM ELEV = 9.20
(N)22"x14" RCAP INV (OUT): 6.63
.1
T.
O.
C.
9.
.1
T.
O.
C.
9.
10.25 T.O.C.
9.75
10.60 T.O.C.
10.10
10.50 T.O.C.
10.00
10.95 T.O.C.
10.45
.8
T.
O.
C.
.3
10.95 T.O.C.
10.4510.85 T.O.C.
10.35 10.65 T.O.C.
10.1510.50 T.O.C.
10.0010.35 T.O.C.
9.85
9.95 T.O.C.
9.45
.5
T.
O.
C.
.0
11.10 T.O.C.
10.60
11.00 T.O.C.
10.50
10.50 T.O.C.
10.00
9.50 T.O.C.
9.00
10.15 T.O.C.
9.65
9.80 T.O.C.9.30
9.75 T.O.C.
9.25
9.50 T.O.C.9.00
10.00 T.O.C.
9.50
10.12 T.O.C.
9.62
9.80 T.O.C.9.30
10.00 T.O.C.9.50
10.60 T.O.C.
10.10
10.70 T.O.C.
10.20
10.70 T.O.C.
10.20
10.70 T.O.C.
10.20
9.80 T.O.C.
9.30
10.10 T.O.C.
9.60
10.00 T.O.C.
9.50
10.60 T.O.C.
10.45
10.75 T.O.C.
10.50
10.70 T.O.C.
10.20
10.80 T.O.C.
10.30
10.95 T.O.C.
10.45
10.85 T.O.C.
10.35
10.85 T.O.C.
10.35
10.95 T.O.C.
10.45
9.65 T.O.C.9.15
11.10 T.O.C.
10.60
10.75 T.O.C.
10.25
9.85 T.O.C.
9.35
9.
T .O
.C
9.
9.85 T.O.C.
9.35
10.50 T.O.C.
10.00
9.0010.20
10.009.85
10.40
10.55
10.30 10.15
9.95 9.85
9.
9.90
10.00
10.20
10.60 10.55
11.20
11.10
9.60
9.45
9.70 9.85
9.90
9.80
10.25
9.95
9.90
9.85
9.00
9.70
9.85
9.20 10.15
9.80
9.35
11.00
10.40
11.06
9.859.85
9.60 T.O.C.
9.10
10.00 T.O.C.
9.50
10.20 T.O.C.
9.70
9.60
9.60 T.O.C.
9.10
9.80 T.O.C.9.30
10.00
9.85
10.00
9.20
9.50
10.05
10.15 10.30
.1
T.
O.
C.
9.
.0
T.
O.
C.
9.
10.05 10.10
9.559.50
.7
T.
O.
C.
.2
.8
T.
O.
C.
.3
.7
T.
O.
C.
.2
10.90 T.O.C.
10.40
10.90 T.O.C.
10.40
11.25 T.O.C.
10.75
10.6010.50
.8
T.
O.
C.
.3
.7
T.
O.
C.
.2
10.80
10.60 T.O.C.
10.10
.7
T.
O.
C.
.2
10.60 T.O.C.
10.10
10.25
10.50 T.O.C.
10.25 10.60 T.O.C.
10.35
10.20
10.10 10.2510.10
11.50
9.60 9.659.65
10.30 T.O.C.
9.80
9.60
10.15 T.O.C.
9.65
9.55
10.00 9.90
9.90 9.80
9.65
10.30 T.O.C.
9.80
10.35 T.O.C.
9.85
10.20 T.O.C.
9.70
10.45 T.O.C.
9.95
9.70
10.65 T.O.C.
10.15
10.95
10.75 T.O.C.
10.25
10.50 T.O.C.
10.00
11.50
10.50 T.O.C.
10.00
.7
T.
O.
C.
.2
.6
T.
O.
C.
.1
10.10
10.60 T.O.C.
10.10
.5
T.
O.
C.
.0
10.80 T.O.C.
10.30
10.90 T.O.C.
10.40
11.00
10.90
10.90
10.90 T.O.C.
10.40
10.80 T.O.C.
10.30
10.55 T.O.C.
10.05
11.35 T.O.C.
10.85
10.65 T.O.C.
10.15
10.70 10.65
9.
10.65 T.O.C.
10.15
9.
9.50 9.70
9.
T .O
.C
9.
9.85 T.O.C.
9.60
9.75 T.O.C.
9.25
9.00
9.75
10.05 T.O.C.
9.55
10.20 T.O.C.
10.00
10.05 T.O.C.
9.80
.00
T.
O.C.
9.5
10.35 T.O.C.
9.85
.10
T.
O.C.
9.6
10.39 T.O.C.
9.89
9.9 0 T
.O.C.
9.4
10.00
9.35 T.O.C.
8.85
9.3 0 T
.O.C.
8.8
9.
10.25
11.00
10.90
9.95
10.20
MATCH EX. (FLUSH)
10.50 T.O.C.
10.00
10.65
10.70
9.45
9.65 T.O.C.
9.15
9.50 T.O.C.
9.00
9.75 T.O.C.
9.20
9.40 T.O.C.
8.90
9.85 T.O.C.
9.35
10.15 T.O.C.
9.65
REQD., 64LF 22" x 14" RCAP @ 0.25%
REQD., 10LF 18" RCP @ 0.00%
REQD., 29LF 18" RCP @ 0.25%
REQD., 60LF 18" RCP @ 0.25%
REQD., 92LF 24" RCP @ 0.15%
REQD., 80LF 30" DBL RCP @ 0.15%
REQD., 56LF 30"DBL RCP @ 0.15%
REQD., 132LF 24" RCP @…
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