IFB_25-063-JG_Attachment-Drawing_with_Elevations-Addendum_1.pdf
PDF 760 KB Posted
- Attached to
- Mill & Repave Transformer & Wire Storage Area
- Solicitation number
- IFB 25-063-JG
- Issued by
- Polk County, Florida
About this file
Paving, Grading & Drainage Plan - KUA Transformer & Wire Storage Area
This is an engineering drawing and site plan attachment (Addendum 1) prepared by Boggs Engineering, LLC for the Kissimmee Utility Authority's mill and repave project of the Transformer & Wire Storage area (Pole Yard) located at 2850 N. John Young Parkway, Kissimmee, Florida 34741. The document provides detailed technical specifications for the project's paving, grading, and stormwater drainage infrastructure. The plan includes comprehensive grading and drainage details featuring proposed asphalt pavement with elevation markings, proposed storm sewer systems with reinforced concrete pipe (RCP) in 18-inch, 32-inch, and 36-inch diameters, three storm structure inlets (D-1, D-2, and D-3) with specified elevation data, grate top inlets with concrete pavement elements, and an open-air pole barn structure. The drawing also incorporates soil testing and permeability assessment notes, requiring hydraulic conductivity tests at augur boring locations (A-1 and A-2) positioned on either side of an existing 24-inch corrugated metal pipe exfiltration trench. The plan was digitally signed and sealed by Professional Engineer Paul M. Easton on September 20, 2024.
Key technical requirements specified in the plan include the use of Advanced Drainage Systems Inc. N-12 HDPE pipe or approved equal for all drainage components, with all storm structures finished-grouted to invert elevation. The contractor must provide 48-hour advance notice to the engineer of record prior to covering stormwater piping for inspection and must comply with accessibility requirements outlined in Florida Board of Building Codes and Standards guidelines, as well as all local municipality and Florida Department of Transportation requirements for improvements within their respective rights-of-way. All PVC storm pipe must comply with AWWA SDR 35 standards, and all disturbed areas within FDOT rights-of-way must be sodded. The drawing references additional documentation including general notes sheets for erosion and siltation control, a site plan sheet for overall site data, and a boundary and topographic survey for temporary bench mark locations.
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Text version
X X X X X X X X X X X X X X X X X X X
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X X
X X
X X
X X
X X
X X
X X
X X
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86.91
87.06
87.20
87.94± M.E.G.
87.75± M.E.G.
87.95± M.E.G.88.00±
M.E.G.
87.85± M.E.G.
87.49± M.E.G.
87.57
88.93
88.01± M.E.G.
87.24
88.93
87.81± M.E.G.88.93
87.33
87.10
87.81± M.E.G.87.6588.0588.01±
M.E.G.
88.93
87.51
88.32± M.E.G.
88.93
88.01± M.E.G.
87.51
88.33
88.93 87.75± M.E.G.
87.29± M.E.G.
88.01
87.56± M.E.G.
88.93
88.25± M.E.G.
88.41± M.E.G.
88.05± M.E.G.88.93
87.70
88.33± M.E.G.
88.26
87.82
88.13
88.32± M.E.G.
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STORM STRUCTURE DATA
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PAVING, GRADING AND DRAINAGE NOTES:
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BORING NOTES:
BORING LEGEND:
STORM WATER DATA
AutoCAD SHX Text 220x60 OPEN AIR POLE BARN
AutoCAD SHX Text u n p l a t t e d
AutoCAD SHX Text u n p l a t t e d
AutoCAD SHX Text u n p l a t t e d
AutoCAD SHX Text
L O T 1 HITIDE MANUFACTURING GROUP (PLAT BOOK 33, PAGE 89)
AutoCAD SHX Text asphalt pavement
AutoCAD SHX Text 320'(D) N 00°03'49" W 319.90'(F)
AutoCAD SHX Text N 89°56'11" E (C)(P)
AutoCAD SHX Text edge of pavement
AutoCAD SHX Text edge of pavement
AutoCAD SHX Text edge of pavement
AutoCAD SHX Text gate
AutoCAD SHX Text gate
AutoCAD SHX Text gate
AutoCAD SHX Text e.p.
AutoCAD SHX Text e.p.
AutoCAD SHX Text 32" r.c.p
AutoCAD SHX Text 36" r.c.p
AutoCAD SHX Text d-2
AutoCAD SHX Text 18" r.c.p
AutoCAD SHX Text 36" r.c.p
AutoCAD SHX Text 36" r.c.p
AutoCAD SHX Text d-3
AutoCAD SHX Text 18" r.c.p
AutoCAD SHX Text d-1
AutoCAD SHX Text 1" b.f.p.d.
AutoCAD SHX Text
FFE=88.93
AutoCAD SHX Text C-1
AutoCAD SHX Text C-2
AutoCAD SHX Text C-31
AutoCAD SHX Text C-4
AutoCAD SHX Text B-2
AutoCAD SHX Text B-1
AutoCAD SHX Text approximate location type c inlet el. 87.31
AutoCAD SHX Text
REVISION DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text %%uSHEET NO:
AutoCAD SHX Text
%%UDRAWING TITLE:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
%%UPROJECT NO:
AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL M. EASTON, P.E. ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text 09/20/24
AutoCAD SHX Text
SCB
AutoCAD SHX Text
GTH
AutoCAD SHX Text
SCB
AutoCAD SHX Text
1. ALL HDPE PIPE SHALL BE ADVANCED DRAINAGE SYSTEMS INC. N-12 OR APPROVED EQUAL. ALL HDPE PIPE SHALL BE ADVANCED DRAINAGE SYSTEMS INC. N-12 OR APPROVED EQUAL. 2. ALL STORM STRUCTURES SHALL BE FINISH GROUTED TO INVERT ELEVATION. ALL STORM STRUCTURES SHALL BE FINISH GROUTED TO INVERT ELEVATION. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 48 HOURS PRIOR TO COVERING THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 48 HOURS PRIOR TO COVERING STORMWATER PIPING FOR INSPECTION. 4. SEE GENERAL NOTES SHEET FOR EROSION AND SILTATION CONTROL. SEE GENERAL NOTES SHEET FOR EROSION AND SILTATION CONTROL. 5. REFER TO SITE PLAN SHEET 6.0 FOR SITE DATA. REFER TO SITE PLAN SHEET 6.0 FOR SITE DATA. 6. REFER TO BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (TBM) LOCATIONS. REFER TO BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (TBM) LOCATIONS. 7. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS. 8. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR LOCAL MUNICIPALITY AND THE FLORIDA THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR LOCAL MUNICIPALITY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION WITH REGARD TO IMPROVEMENTS WITHIN THEIR RESPECTIVE RIGHTS-OF-WAY. 9. ALL PVC STORM PIPE SHALL COMPLY WITH AWWA, SDR 35. ALL PVC STORM PIPE SHALL COMPLY WITH AWWA, SDR 35. 10. ALL DISTURBED AREAS WITHIN FDOT RIGHTS-OF-WAY TO BE SODDED.ALL DISTURBED AREAS WITHIN FDOT RIGHTS-OF-WAY TO BE SODDED.
AutoCAD SHX Text
REINFORCED CONCRETE PIPE
AutoCAD SHX Text
FINISH FLOOR ELEVATION
AutoCAD SHX Text
PROPOSED STORM SEWER
AutoCAD SHX Text
PROPOSED SURFACE STORMWATER FLOW
AutoCAD SHX Text
STORM SEWER STRUCTURE NUMBER
AutoCAD SHX Text
PROPOSED PAVEMENT ELEVATION
AutoCAD SHX Text
HIGH POINT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
RCP
AutoCAD SHX Text
FFE
AutoCAD SHX Text
EXISTING ELEVATION
AutoCAD SHX Text 49.58
AutoCAD SHX Text
MITERED END SECTION
AutoCAD SHX Text
GRATE INLET
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
CLEANOUT
AutoCAD SHX Text
INVERT ELEVATION
AutoCAD SHX Text
IE
AutoCAD SHX Text
TYP
AutoCAD SHX Text
CO
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
EL
AutoCAD SHX Text
SWALE FLOW LINE
AutoCAD SHX Text
INVERTED CROWN FLOW LINE
AutoCAD SHX Text
REVISION DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text %%uSHEET NO:
AutoCAD SHX Text
%%UDRAWING TITLE:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
%%UPROJECT NO:
AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL M. EASTON, P.E. ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
AutoCAD SHX Text
DENOTES MATCH EXISTING GRADE
AutoCAD SHX Text M.E.G.
AutoCAD SHX Text 0' 20'
AutoCAD SHX Text AT EACH AUGUR BORING, A HYDRAULIC CONDUCTIVITY TEST WILL BE DONE. TO DETERMINE THE PERMIABILITY OF THE SOIL (Kv, Kh) AUGUR BORINGS A-1 & A-2 SHALL BE DONE ON EITHER SIDE OF THE EXISTING EXFILTRATION TRENCH (24" CMP).
AutoCAD SHX Text 1.
AutoCAD SHX Text 1.
AutoCAD SHX Text 2.
AutoCAD SHX Text B-1
AutoCAD SHX Text
APPROXIMATE LOCATION OF SPT BORING
AutoCAD SHX Text C-1
AutoCAD SHX Text
APPROXIMATE LOCATION OF PAVEMENT CORE
AutoCAD SHX Text d-1 (grate top inlet) top el. = 87.06' (ne) inv. el. = 84.33' (18" r.c.p.) d-2 (grate top inlet) top el. = 86.91' (e) inv. el. = 82.39' (36" r.c.p.) (sw) inv. el. = 82.47' (32" r.c.p.) d-3 (grate top inlet) top el. = 87.20' (e) inv. el. = 81.37' (36" r.c.p.) (sw) inv. el. = 82.32' (18" r.c.p.) (w) inv. el. = 81.40' (36" r.c.p.)
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