2019805 Addundum 2.pdf
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- Attached to
- A1A, US 1 to Donald Ross Rd
- Solicitation number
- IFB 360 2019805 4
- Issued by
- Palm Beach County, Florida
About this file
This Addendum 2 document pertains to Project 2019805, a drainage and landscaping project for the Town of Juno Beach, Florida, involving Palm Beach County and prepared by engineering and design firms Baxter Woodman and Urban Design Studios. The project encompasses open-cut pavement restoration procedures for thoroughfare, non-plan collector, and local commercial roads in paved areas, along with littoral planting installation at Pelican Lake. The scope includes detailed construction specifications for pipe bedding, backfill compaction in six-inch layers to 100% maximum density per AASHTO T-99 standards, asphalt pavement replacement with friction course and structural course layers, and identification tape installation for main pressure pipes. The littoral planting plan specifies installation of 253 aquatic and upland plants including Bacopa caroliniana, Canna laccida, Eleocharis interstincta, Iris virginicus, Pontederia cordata, Sagittaria latifolia, and Hibiscus grandiflorus at designated elevations within a 20-foot littoral planting area. The document establishes a 45-day maximum period for temporary patch maintenance and requires full-time engineer-of-record inspection throughout all open-cut operations.
Construction procedures mandate contractor provision of adequate compacted fill beneath pipe haunches using mechanical tamps, density testing at 400-foot maximum intervals with results submitted to the Construction Coordination Division, and immediate restoration or temporary smooth asphalt patches with proper grade matching. Final restoration requires one-inch milling depth and resurfacing for full lane width with a 50-foot transition area on each side of the trench. The project requires all littoral zones to receive a minimum six inches of sand topsoil mix, with aquatic bare root plants kept moist and installed within 36 hours of harvest, and all upland bank slopes treated with herbicide and mulched with pine straw following planting. Landscape contractors must coordinate temporary irrigation water sources for upland planting areas prior to material installation, and all plants must be free of exotic species to prevent seeding and ecosystem contamination.
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477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
JULY 2026
SUMMARY OF PAY ITEMS/
MEASUREMENT OF PAYMENT ITEM DESCRIPTIONS
2019805
CONSTRUCTION PROCEDURES
NOTES
FORM 3605.1
THE BACKFILL FOR THE FIRST AND SECOND
STAGES SHALL BE PLACED IN 6" LAYERS
(COMPACTED THICKNESS) AND SHALL BE
COMPACTED TO 100% OF MAXIMUM DENSITY
AS DETERMINED BY AASHTO T-99.
STAGE 1:
THE CONTRACTOR SHALL PROVIDE ADEQUATE
COMPACTED FILL BENEATH THE HAUNCHES
OF THE PIPE, USING MECHANICAL TAMPS
SUITABLE FOR THIS PURPOSE. THIS
COMPACTION APPLIES TO THE MATERIAL
PLACED BENEATH THE HAUNCHES OF THE
PIPE AND ABOVE ANY BEDDING REQUIRED.
STAGE 2:
THE CONTRACTOR SHALL OBTAIN A
WELL-COMPACTED BED AND FILL ALONG THE
SIDES OF THE PIPE AND TO A POINT
INDICATING THE TOP OF SUB-GRADE
MATERIAL.
FILEPATH: P:/DGN/ENG SER/LAND DEVELOPMENT STANDARDS/DWF FORMAT/2 (OPEN CUT DETAIL FOR THOROUGHFARE ROADS - PAVED AREAS)
K.L.
OF ENGINEERING & PUBLIC WORKS
DATE:DRAWN BY: REVISED BY:
APPROVED: EFFECTIVE:
DRAWING NO.
02/01/2018
DATE:
J.M.K.
COUNTY ENGINEER OR DESIGNEE
PALM BEACH COUNTY DEPARTMENT
TEMPORARY PATCH
SURFACE
TRANSITION
AREA
SURFACE REPLACEMENT
(SEE NOTE 5)
SURFACE
TRANSITION
AREA
ORIGINAL
BASE
6"6" DITCH WIDTH
W + 4FTSAWCUT
(TYP.)
CO
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REPLACEMENT
BASE (SEE NOTE 2)
DIA. VARIES
12"
MIN.
VARIES
W 12"
MIN.
ST
AG
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ST
AG
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IDENTIFICATION
TAPE
(SEE NOTE 12)
(SEE NOTE #10)
WHEN APPROVED
(SEE NOTE #11) (SEE NOTE #11)
REPLACEMENT OF FLEXIBLE
PAVEMENT FOR PERMITTED
PAVEMENT CUT
1) BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8" - 7/8" SIZING WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED.
2) REPLACED BASE MATERIAL OVER DITCH SHALL BE 16" LIMEROCK (LBR100) MINIMUM FOR THOROUGHFARE PLAN ROADS. ANY ALTERNATE BASE MATERIAL REQUESTED BY THE ENGINEER OF RECORD REQUIRES APPROVAL BY THE ROADWAY PRODUCTION DIVISION.
3) ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED AND BUTT-JOINTED.
4) BASE MATERIAL (PER ROADWAY PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR THREE LAYERS (6" MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE SPECIFIED DENSITY. (MINIMUM 98% AASHTO-T-180).
5) 1" FRICTION COURSE FC-9.5 OVER 1-1/2" 2-1/2" TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C) WITH TACK COAT AT 0.05 GAL/SY AND RC-70 PRIME COAT AT
0.10 GAL/SY FOR LIMEROCK BASE. FOLLOW THE LATEST FDOT SPECIFICATIONS FOR APPLICATION RATES OF PRIME AND TACK COATS. CONTRACTOR TO
SUBMIT MATERIALS AND RATES TO ENGINEER FOR APPROVAL PRIOR TO BEGINNING WORK.
6) PIPE SHALL BE PLACED IN A DRY TRENCH.
7) ALL ROADWAY REPAIR WORK SHALL BE PERFORMED IN CONFORMANCE WITH APPLICABLE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION AND COUNTY PPM# EL-0-3605.
8) DENSITY TESTS SHALL BE TAKEN IN 1 FT LIFTS ABOVE THE PIPE AT INTERVALS OF 400 FT MAXIMUM (1 SET MINIMUM) OR AS DIRECTED BY THE CONSTRUCTION COORDINATION DIVISION. RESULTS SHALL BE SUBMITTED TO CONSTRUCTION COORDINATION DIVISION AS PART OF THEIR FIELD REVIEW.
9) ENGINEER-OF-RECORD SHALL PROVIDE FULL-TIME INSPECTION DURING THE ENTIRETY OF THE OPEN-CUT OPERATION, BEGINNING WITH THE EXCAVATION
AND CONTINUING THROUGH THE COMPLETION OF THE PAVING.
10) IF THE PAVEMENT IS NOT COMPLETELY RESTORED IMMEDIATELY FOLLOWING THE OPEN CUT, A SMOOTH TEMPORARY PATCH (MINIMUM 2.5" SP 12.5 STRUCTURAL COURSE ASPHALT) SHALL BE INSTALLED, PROPERLY MATCHING THE EXISTING GRADING OF THE ROADWAY. THE TEMPORARY PATCH SHALL BE ALLOWED TO REMAIN IN PLACE AND BE MAINTAINED FOR A PERIOD NO LONGER THAN 45 DAYS. THE COUNTY RETAINS THE RIGHT TO USE POSTED SURETY TO COMPLETE ANY RESTORATION WORK THAT HAS NOT BEEN COMPLETED IN THE 45 DAY PERIOD. ALTERNATIVE TEMPORARY TRENCH PROTECTION (STEEL PLATES OR OTHERS) MAY BE APPROVED BY THE CONSTRUCTION COORDINATION DIVISION.
11) FOR FINAL RESTORATION (INCLUDES THE PATCHED/SURFACE REPLACEMENT AREA OVER THE TRENCH). THE ROAD SHALL BE MILLED 1" MILLING DEPTH/ RESURFACED PER NOTE 5 ABOVE FOR A FULL LANE WIDTH OF THE TRAVEL LANES ENCROACHED BY THE TRENCH AREA, INCLUDING A TRANSITION AREA OF
50 FT. ON EACH SIDE MEASURED FROM TOP OF TRENCH.
12) APPROVED MAGNETIC TAPE IS REQUIRED FOR ALL MAIN PRESSURE PIPES AND CONDUIT IN THE COUNTY'S RIGHT-OF-WAY. INSTALL TAPE 24" BELOW
FINISHED GRADE.
13) CONTINUOUS 4" WIDE PAINT STRIPING IS REQUIRED FOR DIP/PCCP WATER MAINS (BLUE), SANITARY MAINS (GREEN),DIP RECLAIMED WATER MAINS (PURPLE), GAS MAINS (YELLOW), OR AS REQUIRED BY THE APWA.
OPEN CUT DETAIL FOR
THOROUGHFARE, NON-PLAN COLLECTOR
AND LOCAL COMMERCIAL ROADS
(PAVED AREAS)
04/15/2020 06/25/93 04/15/2020J.M.K.
Tanya McConnell
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
JULY 2026
STANDARD DETAILS 2
2019805
FUTURE PALM BEACH
COUNTY DRAINAGE OUTFALL
1' CONCRETE RETAINING
WALL, TYP.
PELICAN LAKE
CO
M
M
UNITY DRIVE (BY PLAT)
CELESTIAL W
AY (BY SIG
NAG
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25.0'
25.0'
50.0' RIGHT-OF-WAY
CENTERLINE
EDGE OF R-O-W
EXISTING EDGE OF
ASPHALT PAVEMENT
5.0' LITTORAL BUFFER
EXISTING VEGETATION
TO REMAIN, TYP.
CONCRETE SIDEW
ALK
PAVER
BRICK
CONCRETE PAD
AND BENCH, TYP.
CO
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ALK
PAVER
BRICK
CONCRETE PAD
AND BENCH, TYP.
TOP OF BANK, TYP.
EDGE OF WATER, TYP.
20.0' LITTORAL
PLANTING AREA
PELICAN LAKE
BC
PON
SAG
IRI
HG
HG
ELE
CAN
HG
PON
IRI
HG
SHRUBS CODE QTY BOTANICAL / COMMON NAME
HG 20
Hibiscus grandiflorus / Swamp Rosemallow 1 Gal., Min. 10" Ht. x 10" Spr, 24" O.C., Install at Elevation 0` to -1.0`
LITTORAL ZONE CODE QTY BOTANICAL / COMMON NAME
BC 44
Bacopa caroliniana / Blue Hyssop 1 Gal, Min. 4" - 6" Ht. x 8"-10" Spr., 12" O.C., Install at Elevation 0` to -0.5`
CAN 69
Canna laccida / Golden Canna Bare Root, 3 - 4 springs, 18" - 24" Ht. 18" O.C., Install at Elevation +0.5` to -0.5`
ELE 168
Eleocharis interstincta / Spikerush Bare Root, Min. 20" - 28" Ht., 18" O.C., Install at Elevation -1.0` to -2.0`
IRI 111
Iris virginicus / Blue Flag Iris Bare Root, 3 - 4 springs, 18" - 24" Ht. 18" O.C., Install at Elevation +0.5` to -0.5`
PON 253
Pontederia cordata / Pickerel Weed Bare Root, Min. 16" - 24" Ht., 18" O.C., Install at Elevation 0` to -2.0`
SAG 132
Sagittaria latifolia / Common Arrowhead Bare Root, Min. 18" - 22" Ht., 18" O.C., Install at Elevation 0` to -1.0`
PLANT SCHEDULE LITTORAL AREA #1
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Urban Design Land Planning Landscape Architecure
Revision Dates:
Designed By:
Drawn By:
Checked By:
Project No.:
Date:
Scale:
NORTH
Copyright:
All ideas, designs, arrangements, and plans represented by this drawing are owned by and the property of the designer, and were created for the exclusive use of the specified project.
These ideas, designs, arrangements or plans shall not be used by, or disclosed to any person, firm, or corporation without the written permission of the designer.
610 Clematis Street, Suite CU02 West Palm Beach, FL 33401
561.366.1100 FAX 561.366.1111
www.udsflorida.com
#LA0001739
03/29/2022 21-101.000
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1" = 10'-0"
DEVELOPMENT TEAM
SIMMONS AND WHITE, INC.
2581 METROCENTRE BLVD., SUITE 3
WEST PALM BEACH, FL 33407
PHONE: (561) 478-7848
CIVIL
ENGINEER:
URBAN DESIGN STUDIOS
610 CLEMATIS STREET, SUITE CU02
WEST PALM BEACH, FL 33401
PHONE: (561) 366-1100
LANDSCAPE
ARCHITECT:
Juno Beach, Florida
Pelican Lake - Town of Juno Beach Littoral Planting Plan LITTORAL AREA #1 - LAKE TRACT 1
BASE INFORMATION & TYPICAL LAKE
CROSS SECTION PREPARED BY:
SIMMONS AND WHITE ENGINEERING
2581 METROCENTRE BLVD., SUITE 3
WEST PALM BEACH FL 33407
PHONE: (561) 478-7848
TYPICAL LITTORAL LAKE CROSS SECTIONS:
1. Contractor to verify location and size of littoral shelf area and immediately coordinate with the Landscape Architect if discrepancies are found.
2. Littoral zone to be provided with a minimum of 6" of a sand topsoil mix prior to installation of material for those areas that do not have adequate soil conditions to ensure plant survivorship. (Code Requirement)
3. All littoral planting is to match approved planting plan. Contractor to verify dimensions and required offsets of planting areas prior to installation of material.
4. All bank slopes are to be treated with Round-Up or equal prior to installation or relocation of material.
5. All plants dug and removed from natural habitats must be free of exotics prior to installation in order to prevent seeding.
6. All marsh plants must be free of exotic plants (Hydrilla, Torpedo Grass, Etc.) prior to delivery to jobsite.
7. Contractor to remove all dead and browning leaves prior to installation.
8. Field collected littoral plants to be installed within 36 hours after being dug to insure vigorous root growth after installation.
9. All bare root material shall be kept sufficiently moist and thoroughly wrapped in cloth, burlap, or equal material.
10. All upland bank slopes and relocation areas to be mulched with pine straw immediately after planting.
11. Landscape contractor to coordinate temporary irrigation water source for upland planting areas prior to installation of material. AQUATIC BARE ROOT PLANTING DETAIL
NOTES:
NOTE: ALL LITTORAL ZONES MUST BE PROVIDED WITH A MINIMUM SIX INCHES (6") OF
SAND TOPSOIL MIX UNLESS OTHERWISE APPROVED.
SCALE: NTS
LOCATION MAP
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A4UATIC BARE ROOT PLANTING DETAIL
NOTES�
NOTE� ALL LITTORAL =ONES 0UST BE PRO9IDED :ITH A 0INI0U0 SI; INCHES �6�� O)
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AutoCAD SHX Text S
AutoCAD SHX Text
TRACT B (P.B. 22, PG. 45)
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
TRACT C (P.B. 22, PG. 45)
AutoCAD SHX Text
PELICAN LAKE SOUTH LITTORAL SHELF SECTION A-A (@ LAKE SLOPE) NOT TO SCALE
AutoCAD SHX Text
4:1 MAX.
AutoCAD SHX Text
CONTROL WATER ELEV. ±2.17 N.A.V.D.
AutoCAD SHX Text
2:1 MAX.
AutoCAD SHX Text
LITTORAL ZONE
AutoCAD SHX Text
LITTORAL BUFFER
AutoCAD SHX Text
T.O.B. (MATCH EXISTING)
AutoCAD SHX Text
10:1 MAX.
AutoCAD SHX Text
10:1 MAX.
AutoCAD SHX Text
MATCH EXISTING (±(-)1.7 N.A.V.D.)
AutoCAD SHX Text
SLOPE TO EXISTING LAKE BOTTOM @ 2:1 MAX.
AutoCAD SHX Text
(HEIGHT OF OUTFALL WEIR)
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text E.O.W.
AutoCAD SHX Text
CONTROLLED WATER LEVEL
AutoCAD SHX Text
AT A DEPTH EQUAL TO THE DEPTH
AutoCAD SHX Text
SET PLANTS PLUMB WITH ROOTS
AutoCAD SHX Text
SPREAD OUT IN A NATURAL POSITION
AutoCAD SHX Text
FOUND IN THE HARVEST SITE.
10:1
PREPARED FOR:
TOPOGRAPHIC SURVEY
340 OCEAN DRIVE, JUNO BEACH
TOWN OF JUNO BEACH
RED COORDINATES LOCATED ON PROPOSED LITTORAL SHELF
K:\AUTOCAD2000\284143\22-49\04-020A\dwg\04-020A-302.dwg, 9/6/2022 3:18:22 PM, DWG To PDF.pc3
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text S20°25'17"E
AutoCAD SHX Text 120.78'
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
BIKE RACK
AutoCAD SHX Text
PAVER BRICK WALK
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
PAVER BRICKS
AutoCAD SHX Text
PAVER BRICKS
AutoCAD SHX Text
PAVER BRICKS
AutoCAD SHX Text
CONCRETE PAD FOR PARK BENCH
AutoCAD SHX Text
CONCRETE PAD FOR PARK BENCH
AutoCAD SHX Text
CONCRETE PAD FOR PARK BENCH
AutoCAD SHX Text
STORM MANHOLE
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
SANITARY MANHOLE
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EDGE OF WATER
AutoCAD SHX Text
24"CMP
AutoCAD SHX Text
24"CMP
AutoCAD SHX Text
1'CONCRETE RETAINING WALL
AutoCAD SHX Text
TRASH CAN
AutoCAD SHX Text
ROPE
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ELECTRIC OUTLETS
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
FOUND †" IRON ROD " IRON ROD (DISTURBED)
AutoCAD SHX Text
11"CABBAGE PALM
AutoCAD SHX Text
14"CABBAGE PALM
AutoCAD SHX Text
14"CABBAGE PALM
AutoCAD SHX Text
12"CABBAGE PALM
AutoCAD SHX Text
14"CABBAGE PALM
AutoCAD SHX Text
12"CABBAGE PALM
AutoCAD SHX Text
14"CABBAGE PALM
AutoCAD SHX Text
8"PITCH APPLE
AutoCAD SHX Text
14"CABBAGE PALM
AutoCAD SHX Text
12"CABBAGE PALM
AutoCAD SHX Text
12"CABBAGE PALM
AutoCAD SHX Text
14"CABBAGE PALM
AutoCAD SHX Text
14"CABBAGE PALM
AutoCAD SHX Text
18"CABBAGE PALM
AutoCAD SHX Text
7"UNKNOWN
AutoCAD SHX Text
11"PITCH APPLE
AutoCAD SHX Text
8"PITCH APPLE
AutoCAD SHX Text
10"CABBAGE PALM
AutoCAD SHX Text
LOT A
AutoCAD SHX Text L A K E
AutoCAD SHX Text
(BY PLAT)
AutoCAD SHX Text
(BYSIGNAGE)
AutoCAD SHX Text S69°34'43"W
AutoCAD SHX Text
CABLE TV BOX
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
7"COCOPLUM
AutoCAD SHX Text
9"COCOPLUM
AutoCAD SHX Text
8"CABBAGE PALM
AutoCAD SHX Text
8" DAHOON HOLLY
AutoCAD SHX Text
PAVER BRICK WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
ANCHOR
AutoCAD SHX Text
ELECTRIC PANEL
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
LANDSCAPE LIGHT
AutoCAD SHX Text
CONCRETE PAD FOR PARK BENCH
AutoCAD SHX Text
CONCRETE PAD FOR PARK BENCH
AutoCAD SHX Text FOUND 4"x4" CONCRETE MONUMENT
AutoCAD SHX Text
1'CONCRETE HEADER
AutoCAD SHX Text
24"RCP
AutoCAD SHX Text
PAVER BRICKS
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
CONCRETE POWERPOLE
AutoCAD SHX Text
OVERHEAD POWERLINE
AutoCAD SHX Text
1'CONCRETE RETAINING WALL
AutoCAD SHX Text
WOOD GAZEBO
AutoCAD SHX Text
12"CABBAGE PALM
AutoCAD SHX Text
12"CABBAGE PALM
AutoCAD SHX Text
14"CABBAGE PALM
AutoCAD SHX Text
14"CABBAGE PALM
AutoCAD SHX Text
10"CABBAGE PALM
AutoCAD SHX Text
9"COCONUT PALM
AutoCAD SHX Text
9"CABBAGE PALM
AutoCAD SHX Text
9"CABBAGE PALM
AutoCAD SHX Text
8"CABBAGE PALM
AutoCAD SHX Text
13"CABBAGE PALM
AutoCAD SHX Text
11"CABBAGE PALM
AutoCAD SHX Text
11"CABBAGE PALM
AutoCAD SHX Text
11"CABBAGE PALM
AutoCAD SHX Text
13"CABBAGE PALM
AutoCAD SHX Text
14"CABBAGE PALM
AutoCAD SHX Text
14"CABBAGE PALM
AutoCAD SHX Text
12"CABBAGE PALM
AutoCAD SHX Text
11"CABBAGE PALM
AutoCAD SHX Text
11"CABBAGE PALM
AutoCAD SHX Text
10"CABBAGE PALM
AutoCAD SHX Text
9"CABBAGE PALM
AutoCAD SHX Text
11"CABBAGE PALM
AutoCAD SHX Text
STATE ROAD NO. 5 OCEAN DRIVE
AutoCAD SHX Text
LOT F
AutoCAD SHX Text S88°00'44"E
AutoCAD SHX Text 65.42'
AutoCAD SHX Text
9"COCONUT PALM
AutoCAD SHX Text
9"COCONUT PALM
AutoCAD SHX Text
12"YELLOW TABEBUIA
AutoCAD SHX Text
8' HIGH TOWN HALL SIGN
AutoCAD SHX Text
IRRIGATION VALVES
AutoCAD SHX Text
WOOD POSTS
AutoCAD SHX Text
IRRIGATION VALVE
AutoCAD SHX Text
OUTFALL INV.=2.40
AutoCAD SHX Text
11"COCONUT PALM
AutoCAD SHX Text
11"COCONUT PALM
AutoCAD SHX Text
10"CABBAGE PALM
AutoCAD SHX Text
10"CABBAGE PALM
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
RAISED BRICK RETAINING WALL
AutoCAD SHX Text
10"CABBAGE PALM
AutoCAD SHX Text
20"BISMARK PALM
AutoCAD SHX Text
10"CABBAGE PALM
AutoCAD SHX Text
12"CABBAGE PALM
AutoCAD SHX Text
COMMUNITY DRIVE CELESTRIAL WAY
AutoCAD SHX Text x8.2
AutoCAD SHX Text x4.7
AutoCAD SHX Text x4.3
AutoCAD SHX Text x4.6
AutoCAD SHX Text x4.9
AutoCAD SHX Text x4.9
AutoCAD SHX Text x4.8
AutoCAD SHX Text x4.7
AutoCAD SHX Text x4.2
AutoCAD SHX Text x3.3
AutoCAD SHX Text x3.7
AutoCAD SHX Text x4.8
AutoCAD SHX Text x5.1
AutoCAD SHX Text x4.6
AutoCAD SHX Text x4.6
AutoCAD SHX Text x4.5
AutoCAD SHX Text x4.5
AutoCAD SHX Text x3.0
AutoCAD SHX Text x4.5
AutoCAD SHX Text x5.0
AutoCAD SHX Text x5.2
AutoCAD SHX Text x5.1
AutoCAD SHX Text x4.6
AutoCAD SHX Text x-1.3
AutoCAD SHX Text x-1.7
AutoCAD SHX Text x-1.6
AutoCAD SHX Text x-1.7
AutoCAD SHX Text x-1.9
AutoCAD SHX Text x-1.7
AutoCAD SHX Text x-1.8
AutoCAD SHX Text x-1.9
AutoCAD SHX Text x0.1
AutoCAD SHX Text x-0.7
AutoCAD SHX Text x-2.1
AutoCAD SHX Text x-2.4
AutoCAD SHX Text x-2.6
AutoCAD SHX Text x-2.3
AutoCAD SHX Text x-2.3
AutoCAD SHX Text x-1.9
AutoCAD SHX Text x-2.1
AutoCAD SHX Text x-2.3
AutoCAD SHX Text x-2.1
AutoCAD SHX Text x-2.2
AutoCAD SHX Text x-2.7
AutoCAD SHX Text x-2.8
AutoCAD SHX Text x-2.2
AutoCAD SHX Text x-2.1
AutoCAD SHX Text x-1.6
AutoCAD SHX Text x-0.6
AutoCAD SHX Text x0.5
AutoCAD SHX Text x1.3
AutoCAD SHX Text x4.36
AutoCAD SHX Text x4.52
AutoCAD SHX Text x4.63
AutoCAD SHX Text x4.87
AutoCAD SHX Text x4.86
AutoCAD SHX Text x3.49
AutoCAD SHX Text
INV.=0.19
AutoCAD SHX Text
INV.=0.17
AutoCAD SHX Text
FOUND SMALL MAG NAIL & DISK LB #4431
AutoCAD SHX Text
ELEV.=4.90 NAVD
AutoCAD SHX Text x4.47
AutoCAD SHX Text x4.67
AutoCAD SHX Text x4.76
AutoCAD SHX Text x4.91
AutoCAD SHX Text x5.04
AutoCAD SHX Text x3.59
AutoCAD SHX Text x4.59
AutoCAD SHX Text x5.21
AutoCAD SHX Text x5.27
AutoCAD SHX Text
BENCHMARK
AutoCAD SHX Text
LOT 34
AutoCAD SHX Text
BY:
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text Jupiter, Florida 33458 TEL. 561-746-8454
AutoCAD SHX Text 675 West Indiantown Road, Suite 200, AutoCAD SHX Text
CAD.
AutoCAD SHX Text
REF.
AutoCAD SHX Text
FLD.
AutoCAD SHX Text
OFF.
AutoCAD SHX Text
CKD.
AutoCAD SHX Text
JOB
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DWG.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FB. PG.
AutoCAD SHX Text N
AutoCAD SHX Text ABBREVIATIONS: (C) = CALCULATED C.B.S. = CONCRETE BLOCK STRUCTURE C.M.B. = COMMISSIONERS' MINUTES BOOK CMH = CONFLICT MANHOLE CONC. = CONCRETE D.B. = DEED BOOK F.H. = FIRE HYDRANT FND. = FOUND F.P.L. = FLORIDA POWER & LIGHT ICV = IRRIGATION CONTROL VALVE I.P. = IRON PIPE INV. = INVERT I.R. = IRON ROD LB = LICENSE BUSINESS LP = LIGHT POLE LS = LICENSE SURVEY (M) = MEASURED MH = MANHOLE M.H.W. = MEAN HIGH WATER MON. = MONUMENT O.R.B. = OFFICIAL RECORD BOOK (P) = PLAT P.B. = PLAT BOOK P.R.M. = PERMANENT REFERENCE MONUMENT R.O.W. = RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE R.P.B. = ROAD PLAT BOOK (S) = SURVEY SLP = STOP LIGHT POLE SMH = SANITARY MANHOLE SBTMH = SOUTHERN BELL TELEPHONE MANHOLE STMH = STORM MANHOLE TB = TRAFFIC BOX TLP = TRAFFIC LIGHT POLE TV = TELEVISION U.E. = UTILITY EASEMENT WP = WOOD POLE WUP = WOOD UTILITY POLE WV = WATER VALVE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE IN FEET SCALE: 1" = 20'
AutoCAD SHX Text
K:\UST \ 284143 \ 22-49 \ 04-020A-106 \ 04-020A-302
AutoCAD SHX Text 04-020A-302
AutoCAD SHX Text 09/06/2022
AutoCAD SHX Text xxxx
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D.C.L.
AutoCAD SHX Text L.J.C.
R.M.
CELESTIAL WAY
COMMUNITY DRIVE (PLAT)
PREPARED FOR:
TOWN OF JUNO BEACH
TOPOGRAPHIC SURVEY
CELESTIAL WAY, JUNO BEACH
RED COORDINATES LOCATED ON PROPOSED LITTORAL SHELF
K:\AUTOCAD2000\284143\22-49\22-058\22-058-302.dwg, 9/6/2022 4:07:02 PM, DWG To PDF.pc3
AutoCAD SHX Text
AutoCAD SHX Text setmdlb4431trav
AutoCAD SHX Text x=3.94
AutoCAD SHX Text
AutoCAD SHX Text .bow
AutoCAD SHX Text x=4.24
AutoCAD SHX Text
AutoCAD SHX Text .bow
AutoCAD SHX Text x=4.36
AutoCAD SHX Text
AutoCAD SHX Text .bow-
AutoCAD SHX Text x=4.39
AutoCAD SHX Text
AutoCAD SHX Text .bowz
AutoCAD SHX Text x=4.43
AutoCAD SHX Text
AutoCAD SHX Text .bow
AutoCAD SHX Text x=4.52
AutoCAD SHX Text
AutoCAD SHX Text .bow-
AutoCAD SHX Text x=4.46
AutoCAD SHX Text
AutoCAD SHX Text .bow
AutoCAD SHX Text x=4.41
AutoCAD SHX Text
AutoCAD SHX Text .bowz
AutoCAD SHX Text x=4.32
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=3.84
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=2.82
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=1.54
AutoCAD SHX Text
AutoCAD SHX Text eow
AutoCAD SHX Text x=0.99
AutoCAD SHX Text
AutoCAD SHX Text eow
AutoCAD SHX Text x=1.03
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=1.59
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=3.31
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=4.20
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=4.39
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=3.97
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=2.81
AutoCAD SHX Text
AutoCAD SHX Text eow
AutoCAD SHX Text x=1.02
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=4.28
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=3.86
AutoCAD SHX Text
AutoCAD SHX Text .ep
AutoCAD SHX Text x=4.12
AutoCAD SHX Text
AutoCAD SHX Text .ep-
AutoCAD SHX Text x=3.93
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=4.00
AutoCAD SHX Text
AutoCAD SHX Text .ep-
AutoCAD SHX Text x=3.89
AutoCAD SHX Text
AutoCAD SHX Text .epz
AutoCAD SHX Text x=3.97
AutoCAD SHX Text
AutoCAD SHX Text ng
AutoCAD SHX Text x=3.52
AutoCAD SHX Text
AutoCAD SHX Text smh
AutoCAD SHX Text x=3.94
AutoCAD SHX Text
AutoCAD SHX Text light
AutoCAD SHX Text x=-90.73
AutoCAD SHX Text
AutoCAD SHX Text .bench
AutoCAD SHX Text x=-89.74
AutoCAD SHX Text
AutoCAD SHX Text .benchz
AutoCAD SHX Text x=-89.79
AutoCAD SHX Text
AutoCAD SHX Text light
AutoCAD SHX Text x=-90.65
AutoCAD SHX Text
AutoCAD SHX Text mag disk lb4431
AutoCAD SHX Text x=4.27
AutoCAD SHX Text
AutoCAD SHX Text eow
AutoCAD SHX Text x=1.72
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=0.72
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-0.77
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.71
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.86
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.55
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.36
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.20
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.23
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.35
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.30
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.54
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.86
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-2.10
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.83
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.50
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.29
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.10
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.01
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.80
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.17
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.18
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.15
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-0.94
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.08
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-1.16
AutoCAD SHX Text
AutoCAD SHX Text sounding
AutoCAD SHX Text x=-0.97
AutoCAD SHX Text x3.8
AutoCAD SHX Text x2.8
AutoCAD SHX Text x1.5
AutoCAD SHX Text x1.0
AutoCAD SHX Text x1.0
AutoCAD SHX Text x1.6
AutoCAD SHX Text x3.3
AutoCAD SHX Text x4.2
AutoCAD SHX Text x4.4
AutoCAD SHX Text x4.0
AutoCAD SHX Text x2.8
AutoCAD SHX Text x1.0
AutoCAD SHX Text x4.3
AutoCAD SHX Text x3.9
AutoCAD SHX Text x4.0
AutoCAD SHX Text x3.5
AutoCAD SHX Text x1.7
AutoCAD SHX Text x0.7
AutoCAD SHX Text x-0.8
AutoCAD SHX Text x-1.7
AutoCAD SHX Text x-1.9
AutoCAD SHX Text x-1.5
AutoCAD SHX Text x-1.4
AutoCAD SHX Text x-1.2
AutoCAD SHX Text x-1.2
AutoCAD SHX Text x-1.3
AutoCAD SHX Text x-1.3
AutoCAD SHX Text x-1.5
AutoCAD SHX Text x-1.9
AutoCAD SHX Text x-2.1
AutoCAD SHX Text x-1.8
AutoCAD SHX Text x-1.5
AutoCAD SHX Text x-1.3
AutoCAD SHX Text x-1.1
AutoCAD SHX Text x-1.0
AutoCAD SHX Text x-1.8
AutoCAD SHX Text x-1.2
AutoCAD SHX Text x-1.2
AutoCAD SHX Text x-1.2
AutoCAD SHX Text x-0.9
AutoCAD SHX Text x-1.1
AutoCAD SHX Text x-1.2
AutoCAD SHX Text x-1.0
AutoCAD SHX Text x4.43
AutoCAD SHX Text x4.52
AutoCAD SHX Text x4.46
AutoCAD SHX Text x4.39
AutoCAD SHX Text x4.41
AutoCAD SHX Text x4.36
AutoCAD SHX Text x4.32
AutoCAD SHX Text x4.24
AutoCAD SHX Text S
AutoCAD SHX Text x4.12
AutoCAD SHX Text x3.93
AutoCAD SHX Text x3.89
AutoCAD SHX Text x3.97
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
SANITARY MANHOLE TOP=3.94
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
EDGE OF WATER
AutoCAD SHX Text
SET MAG NAIL & DISK LB #4431 TP
AutoCAD SHX Text
BENCHMARK ELEV.=3.94 NAVD
AutoCAD SHX Text
PELICAN LAKE
AutoCAD SHX Text
TRACT C (P.B. 22, PG. 45)
AutoCAD SHX Text
TRACT B (P.B. 22, PG. 45)
AutoCAD SHX Text
BARCLAY CONDOMINIUM APARTMENTS 120 CELESTIAL WAY
AutoCAD SHX Text
BY:
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text Jupiter, Florida 33458 TEL. 561-746-8454
AutoCAD SHX Text 675 West Indiantown Road, Suite 200, AutoCAD SHX Text
CAD.
AutoCAD SHX Text
REF.
AutoCAD SHX Text
FLD.
AutoCAD SHX Text
OFF.
AutoCAD SHX Text
CKD.
AutoCAD SHX Text A.M./R.M.
AutoCAD SHX Text
JOB
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DWG.
AutoCAD SHX Text 09/06/2022
AutoCAD SHX Text 22-058-302
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FB. PG.
AutoCAD SHX Text N
AutoCAD SHX Text ABBREVIATIONS: (C) = CALCULATED C.B.S. = CONCRETE BLOCK STRUCTURE C.M.B. = COMMISSIONERS' MINUTES BOOK CMH = CONFLICT MANHOLE CONC. = CONCRETE D.B. = DEED BOOK F.H. = FIRE HYDRANT FND. = FOUND F.P.L. = FLORIDA POWER & LIGHT ICV = IRRIGATION CONTROL VALVE I.P. = IRON PIPE INV. = INVERT I.R. = IRON ROD LB = LICENSE BUSINESS LP = LIGHT POLE LS = LICENSE SURVEY (M) = MEASURED MH = MANHOLE M.H.W. = MEAN HIGH WATER MON. = MONUMENT O.R.B. = OFFICIAL RECORD BOOK (P) = PLAT P.B. = PLAT BOOK P.R.M. = PERMANENT REFERENCE MONUMENT R.O.W. = RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE R.P.B. = ROAD PLAT BOOK (S) = SURVEY SLP = STOP LIGHT POLE SMH = SANITARY MANHOLE SBTMH = SOUTHERN BELL TELEPHONE MANHOLE STMH = STORM MANHOLE TB = TRAFFIC BOX TLP = TRAFFIC LIGHT POLE TV = TELEVISION U.E. = UTILITY EASEMENT WP = WOOD POLE WUP = WOOD UTILITY POLE WV = WATER VALVE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE IN FEET SCALE: 1" = 20'
AutoCAD SHX Text
K:\ACAD2000 \ 284143 \ 22-49 \ 22-058 \ 22-058-302
AutoCAD SHX Text 33,35 20
AutoCAD SHX Text 808 809
AutoCAD SHX Text D.C.L.
L.J.C.
| Untitled Extract Pages.pdf |
| Sheets and Views |
| G-2 |
| Untitled Extract Pages.pdf |
| Sheets and Views |
| LP-1 |
| Untitled Extract Pages.pdf |
| Sheets and Views |
| LP-2 |
| Untitled Extract Pages.pdf |
| Sheets and Views |
| SHEET 1 |
| Untitled Extract Pages.pdf |
| Sheets and Views |
| C22-058 |
File details come from the government source that posted it. Updated .