29-E1. ROADWAY PLANS.pdf
PDF 13 MB Posted
- Solicitation number
- IFB-KM-26-002
- Issued by
- Pasco County, Florida
About this file
This is a roadway plans document prepared by Ayres Associates for the Pasco County Board of County Commissioners in Florida, detailing the design specifications for a sidewalk construction project on Fort King Road. The project encompasses the construction of six-foot sidewalks on both the east side of Fort King Road from Hester Road to north of Coleman Avenue and the west side from Morningside Drive to the south side of Pasco High School property. The scope includes enhanced pedestrian crosswalks with pushbutton-activated rapid rectangular flashing beacons and lighting at the Pasco High School property and Coleman Avenue intersection, modifications to an existing culvert and headwall between Dixie Avenue and Poinsettia Avenue, and installation of new guardrail with reduced post spacing. The plans document, dated July 2025 for final submittal, covers 54 sheets with a project location spanning from station 11+43.53 to 52+44.01. Key pay items identified in the summary include mobilization, maintenance of traffic, clearing and grubbing (1.40 acres), regular excavation (350 cubic yards), embankment (250 cubic yards), milling existing asphalt pavement (518 square yards), superpave asphaltic concrete (62.8 tons), sediment barriers (4,215 linear feet), inlet protection systems (17 each), and various other drainage and construction items.
The project is designated as Financial Project ID 445503-1-58-01 and Work Order No. SDW004126.00, with federal funding sources identified for the sidewalk construction. The design is governed by the Florida Department of Transportation FY 2025-26 Standard Specifications and Standard Plans for Road and Bridge Construction. Three professional engineers from Ayres Associates provide digital signatures and seals in accordance with Florida Administrative Code Rule 61G15-23.004: Jeffrey Siewert, P.E. (License No. 39196), Thomas Ward, P.E. (License No. 52144), and Francis Haustetter, P.E. (License No. 56872), with overall project coordination by Pasco County Project Manager Erin Swanson. The plans were prepared under the supervision of Engineer of Record Jeffrey Siewert and are located in Tampa, Florida at Ayres Associates' office address of 8875 Hidden River Parkway, Suite 200, Tampa, FL 33637.
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Text version
F
LO
R
ID
A 'S
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
BEE LINE
EXPRESSWAY
T U
R N P
IK
E
PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
SARASOTA -
BRADENTON
FT PIERCE
FT MYERS
WEST PALM
BEACH
CITY
LAKE
LOCATION OF PROJECT
JULY 2025
FINAL PLANS SUBMITTAL
ENGINEER OF RECORD:
ROADWAY PLANS
(813) 978-8688
TAMPA, FL 33637
8875 HIDDEN RIVER PKWY, SUITE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
PASCO COUNTY PROJECT MANAGER: ERIN SWANSON
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, FY 2025-26 Standard Specifications
GOVERNING STANDARD SPECIFICATIONS:
following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
Bridge Construction and applicable Interim Revisions (IRs).
Florida Department of Transportation, FY 2025-26 Standard Plans for Road and
GOVERNING STANDARD PLANS:
ROADWAY PLANS
PASCO COUNTY
SIDEWALK DESIGN
FORT KING RD FROM HESTER TO N OF COLEMAN AVE
(FEDERAL FUNDS)
FINANCIAL PROJECT ID 445503-1-58-01
NO.
SHEET
YEAR
FISCAL
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INDEX OF ROADWAY PLANS
REINFORCING BAR SCHEDULE
BOX CULVERT DATA TABLES
UTILITY ADJUSTMENTS
DRIVEWAY & SIDE STREET HALF SECTIONS
DRAINAGE STRUCTURES
CROSS SECTIONS
ROADWAY PLANS
GENERAL NOTES
PROJECT CONTROLS
PROJECT LAYOUT
TYPICAL SECTION DETAILS
TYPICAL SECTIONS
SUMMARY OF PAY ITEMS
SIGNATURE SHEET
KEY SHEET
SHEET DESCRIPTION
B2-B3
B1
47- 54
44 - 46
17 - 42
9 - 16
SHEET NO.
PASCO COUNTY BOARD OF COUNTY COMMISSIONERS
COUNTY ATTORNEY: JEFFREY STEINSNYDER
COUNTY ADMINISTRATOR: MIKE CARBALLA, P.E.
DISTRICT 5: JACK MARIANO, VICE CHAIRMAN
DISTRICT 4: LISA YEAGER
DISTRICT 3: KATHRYN STARKEY, CHAIRMAN
DISTRICT 2: SETH WEIGHTMAN, 2ND VICE CHAIRMAN
DISTRICT 1: RON OAKLEY
PASCO COUNTY
STATE OF FLORIDA
PROJECT LOCATION URL:
NONE
NONE
PROJECT LIMITS:
EXCEPTIONS:
BRIDGE LIMITS:
RAILROAD CROSSING:
NONE
WORK ORDER NO: SDW004126.00
https://maps.app.goo.gl/Y87TPhwKdCmEHqpC6
STA 11+43.53 TO 52+44.01
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
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TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
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STATE OF
No 39196
ESNECIL
TRE
WEIS YERFFEJ
R E
E
NIGNE LANOIS
SEF
O R
P
ADIROL
F
SIGNATURE SHEET
STATE OF
No 52144
ESNECIL
DRAW SAMOHT
R E
E
NIGNE LANOIS
SEF
O R
P
ADIROL
F
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY:
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED.
THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
AYRES ASSOCIATES
8875 HIDDEN RIVER PKWY., STE. 200
TAMPA, FL 33637
THOMAS WARD, P.E. NO. 52144
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
UTILITY ADJUSTMENTS
DRIVEWAY & SIDE STREET HALF SECTIONS
CROSS SECTIONS
ROADWAY PLANS
GENERAL NOTES
PROJECT CONTROLS
PROJECT LAYOUT
TYPICAL SECTION DETAILS
TYPICAL SECTIONS
SUMMARY OF PAY ITEMS
SIGNATURE SHEET
KEY SHEET
SHEET DESCRIPTION
DRAINAGE STRUCTURES
SIGNATURE SHEET
SHEET DESCRIPTION
SHEET NO.
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY:
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED.
THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
AYRES ASSOCIATES
8875 HIDDEN RIVER PKWY., STE. 200
TAMPA, FL 33637
FRANCIS HAUSTETTER , P.E. NO. 56872
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
B2 - B3
B1
SHEET NO.
REINFORCING BAR SCHEDULE
BOX CULVERT DATA TABLES
SIGNATURE SHEET
SHEET DESCRIPTION
STATE OF
No. 56872
LI
CENSE
FR
ANCIS
HAUSTETTER
P R
O
FESSIONAL ENGI
N
E E
R
F
LORID
A
47 - 54
44 - 46
17 - 42
9 - 16
SHEET NO.
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY:
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED.
THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
AYRES ASSOCIATES
8875 HIDDEN RIVER PKWY., STE. 200
TAMPA, FL 33637
JEFFREY SIEWERT, P.E. NO. 39196
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
DATE DESCRIPTION
NO.
SHEET
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TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
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SUMMARY OF PAY ITEMS
PROPOSAL SUMMARY OF PAY ITEMS
PASCO COUNTY
SUMMARY OF ROADWAY
ITEM NUMBER ITEM DESCRIPTION UNIT QUANTITY TOTAL
101 1 MOBILIZATION LS 1
102 1 MAINTENANCE OF TRAFFIC LS 1
1000 1 NPDES PERMIT LS 1
1000 2 BOND AND INSURANCE LS 1
1000 3 RECORD DRAWINGS ("AS-BUILT" DRAWINGS) LS 1
1000 20 PROGRESS PHTOGRAPHS LS 1
0104 10 3 SEDIMENT BARRIER LF 4,215
0104 11 FLOATING TURBIDITY BARRIER LF 94
0104 18 INLET PROTECTION SYSTEM EA 17
0110 1 1 CLEARING & GRUBBING AC 1.40
110 4 10 CONCRETE REMOVAL SY 20
0110 7 1 MAILBOX, F&I SINGLE EA 6
0120 1 REGULAR EXCAVATION CY 350
0120 6 EMBANKMENT CY 250
0160 4 TYPE B STABILIZATION SY 91
285701 OPTIONAL BASE, BASE GROUP 01 SY 74
0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 518.0
0334 1 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 TN 62.8
0425 1361 INLETS, CURB, TYPE P-6, <10' EA 1
430175115 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 15"S/CD LF 4.0
430175118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF 4.0
0430175124
PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD LF 4.0
0430 950 DESILTING CONCRETE BOX CULVERT CY 150.0
0515 2311 PEDESTRIAN/BICYCLE RAILING, ALUMINUM ONLY, 42" TYPE 1 LF 62
0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 108
0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 41
0522 1 CONCRETE SIDEWALK, 4" THICK SY 1,992
0522 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 922
0527 2 DETECTABLE WARNINGS SF 372
0530 3 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 61.0
0550 10128 FENCING, TYPE A, 5.1-6.0', RESET EXISTING LF 10.0
0570 1 2 PERFORMANCE TURF, SOD SY 3,875
SUMMARY OF SIGNING AND PAVEMENT MARKING AND SIGNALIZATION
ITEM NUMBER ITEM DESCRIPTION UNIT QUANTITY TOTAL
0654 2 22
ASSEMBLY- BACK TO BACK
MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- SOLAR, COMPLETE SIGN
AS 4
0700 1111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 7
0700 1500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 7
0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 14
0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK LF 1,113
0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 953
0711 11241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDE LINE/6-10 DOTTED EXTENSION LINE, 6" GM 0.117
0711 15201 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES, YELLOW, SOLID, 6" GM 0.040
0711 17 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 32
SUMMARY OF STRUCTURE
ITEM NUMBER ITEM DESCRIPTION UNIT QUANTITY TOTAL
0400 4 1 CONCRETE CLASS IV, CULVERTS CY 42
0415 1 1 REINFORCING STEEL- ROADWAY LB 8,225
EXIST. R/W
EXISTING ROADWAY
STA. 18+46.30 TO STA. 24+17.36
FORT KING RD
TYPICAL SECTION
SWK
6'
EXIST R/W.
EXIST. R/W
1:3 MAX
1:4
SURVEY FORT KING RD�
R/W VARIES 60' - 115'
EXISTING ROADWAY
STA. 24+17.36 TO STA. 52+44.01
STA. 11+43.53 TO STA. 18+46.30
FORT KING RD
TYPICAL SECTION
NATURAL GROUND
MIN.
5'
VARIES
1' LEVEL SOD
R/W VARIES 60' - 115'
SOD
1:3 MAX
1:4
NATURAL GROUND
SODMIN.
5'
VARIES
NATURAL GROUND
STANDARD CLEARING & GRUBBING
SWK.
6'
STANDARD CLEARING & GRUBBING
NATURAL GROUND
EXIST. R/W
SOD
LEVEL
1'
SOD
LEVEL
1'
SOD
1' LEVEL
SWK
6'
STANDARD CLEARING & GRUBBING
SIDEWALK IS LOCATED A MINIMUM OF 1' FROM EXIST R/W LINE
* FROM STA. 21+41.70 TO 22+72.73 AND 22+86.13 TO 23+85.72
* 2' MIN
SOD
VARIES
SOD
LEVEL
1'
SOD
VARIES
SOD
LEVEL
1'
SOD
VARIES
MAX
0.02
MAX
0.02
MAX
0.02
STA. 40+50.00 TO STA. 41+90.00
TYPICAL SECTION DETAILS
(INDEX 515-062)
HANDRAIL
48" PEDESTRIAN
EXIST. GUARDRAIL
MAX
0.02
1:3 MAX
1:4
LEVEL SOD
1'
SOD
LEVEL
1'
SOD
VARIES
NATURAL GROUND
SWK
6' SOD
& GRUBBING
STANDARD CLEARING
EXIST. R/W
SURVEY FORT KING RD�
LIMITS OF CONST.
SOD
LIMITS OF CONST.
2' MIN.
MIN.
2'
LIMITS OF CONST.
MIN.
2'
MAX
1:2
NOTE: SEE CROSS SECTIONS FOR SIDEWALK ELEVATION DATA
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
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TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
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TYPICAL SECTIONS
EXISTING ROADWAY
MILLING & RESURFACING
SOUTHVIEW AVE. STA. 47+16.54
DIXIE AVE. STA. 38+80.30
ROYAL OAK LANE STA. 32+98.22
MARLU LANE STA. 20+71.57
MILL 1 1/2" RESURFACE SP-12.5 (TRAFFIC C) 1 1/2" (PG 76-22)
MILLING AND RESURFACING DETIAL
EXIST.
MATCH
VARIES
MAX. 14%
SLOPE
8'
CROSSWALK
GRADE POINT
PROFILE
EXISTING ROADWAY
RECONSTRUCTION
17'-5"
RECONSTRUCTION DETAIL
8'
MAX. 15%
SLOPE
6'
VARIES
STA. 48+82.55
WESTVIEW AVE.
SP-12.5 (TRAFFIC C) (3") (PG 76-22)
4" OPTIONAL BASE GROUP 1
OPTIONAL BASE
LBR 40
TYPE B STABILIZATION
*5'
MATCH EXISTING
EXISTING ROADWAY
MATCH EXISTING
EXISTING ROADWAY
EXIST.
MATCH
EXISTING ROADWAY
MILLING & RESURFACING
STA. 23+30.73
GRASSY HILL LANE
MILL 1 1/2" RESURFACE SP-12.5 (TRAFFIC C) 1 1/2" (PG 76-22)
MILLING AND RESURFACING DETIAL
14% SLOPE
CROSSWALK
SURVEY FORT KING RD�
MATCH EXISTING
(PG 76-22) MAX 3" LIFTS
TYPE SP-12.5 (TRAFFIC C) OVERBUILD
MAX
0.02MAX
0.02
MAX
0.02
MATCH EXISTING MATCH EXISTING
MATCH EXISTING
EOP EOP
EOP
2' ROUNDED
(PG 76-22)
RESURFACE 1 1/2 INCH SP 12.5
* MILL 1 1/2 INCH
N.T.S.
MAILBOX DETAIL
18"
6.0'
4" THICK CONC. SWK
EDGE OF PAVEMENT
.0
M
A X
SURVEY FORT KING RD�
SURVEY FORT KING RD�
(SEE HALF SECTIONS)
(SIDE STREET)
(WESTVIEW AVE)
PROPOSED MAILBOX
4" THICK CONC. SWK
41'7'2'
(GRASSY HILL LANE)
EXISTING ROADWAY
LICENSE AGREEMENT
EXIST R/W. CONST. LIMITS
6" THICK CONC. SWK
(SEE HALF SECTIONS)
WIDTH VARIES (SEE PLANS)
DATE DESCRIPTION
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TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
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TYPIAL SECTION DETAILS
10 15 20 25
45 50
13+84.38= PT STA.
12+79.99= PC STA.
5,000.56= R
104.39= L
52.20= T
01°08'45"= D
(LT)01°11'46"= ¬
13+32.18= PI STA.
CURVE DATA 01
42+41.75= PT STA.
35+97.26= PC STA.
1,436.00= R
644.49= L
327.77= T
03°59'24"= D
(LT)25°42'54"= ¬
39+25.02= PI STA.
CURVE DATA 03
29+07.24= PT STA.
23+62.02= PC STA.
1,132.00= R
545.22= L
278.00= T
05°03'41"= D
(RT)27°35'46"= ¬
26+40.03= PI STA.
CURVE DATA 02
53+40.70= PT STA.
51+61.16= PC STA.
1,600.00= R
179.54= L
89.87= T
03°34'52"= D
(LT)06°25'46"= ¬
52+51.02= PI STA.
CURVE DATA 05
51+52.34= PT STA.
49+46.91= PC STA.
1,599.99= R
205.43= L
102.86= T
03°34'52"= D
(RT)07°21'23"= ¬
50+49.76= PI STA.
CURVE DATA 04
.0
P I
S
T A
.1
S
T A
P C
.7
P I
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T A
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S
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S
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P I
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A
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P I
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T A
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S
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S
T A
P T
.9
S
T A
C
.1
P I
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.3
S
T A
P T
N00°23'10"W N01°34'56"W
N26°00'50"E
N00°17'56"E N07°39'20"E
BM 700
BM 701
BM 702
BM 703
BM 704
BM 706
BM 707
P T
S
T A
.7
BM 705
N
1 2 3
7 8
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TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
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PROJECT LAYOUT
1" = 300'
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TomTom
DATE DESCRIPTION
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TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
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F F
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I A
L R
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O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
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T R
O N
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F I L
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I G
I T
A L
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S I G
N E
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G
.0
F
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I
\0
R o a d w a y
\6
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\C A
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.d
PROJECT CONTROLS
N N.T.S.
DATE DESCRIPTION
NO.
SHEET
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:5
P
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TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
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O R
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H I S
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.0
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R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
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\r o a d w a y \G
N N
T R
D .d g n
GENERAL NOTES
. AND AS DIRECTED BY THE COUNTY'S ENGINEER
REQUIRED BY ACTUAL SITE CONDITIONS TO REFLECT PROJECT PHASING REQUIREMENTS,
FINAL DRESSING. INSTALL AND MAINTAIN EROSION CONTROL SEDIMENT BARRIER AS
THEM DURING CONSTRUCTION, AND REMOVE THEM FOLLOWING SOIL STABILIZATION AND
INSTALL EROSION CONTROL SEDIMENT BARRIER PRIOR TO LAND ALTERATIONS, MAINTAIN
INDEX 711-001.
14. ALL CROSSWALKS ARE TO BE SPECIAL EMPHASIS IN ACCORDANCE WITH FDOT
(352) 523-5050.
AT THE CITY OF DAE CITY TO COORDINAE PERMITTING AND CONSTRUCTION.
13. THE PROJECT AREA INCLUDES R/W OWNED BY DADE CITY. CONTACT COREY MYLLENBECK
OTHERWISE NOTED.
12. ALL TREES WITHIN THE R/W ARE TO BE PROTECTED AND MAINTAINED UNLESS
CONTRACTOR'S EXPENSE.
11. ANY AREAS DISTURBED OUTSIDE THE PROJECT LIMITS ARE TO BE RESTORED AT THE
UNLESS SHOWN ON THE PLANS AS TO BE REMOVED.
10. ALL EXISTING DRAINAGE STRUCTURES WITHIN THE RIGHT-OF-WAY MUST REMAIN
OFFSITE SEDIMENT TRANSPORT.
DISCHARGE FROM DEWATERING ACTIVITIES TO ELIMINATE THE POTENTIAL FOR
OPERATIONS. UTILIZE TEMPORARY SEDIMENT BASINS OR TRAPS TO COLLECT THE
THAT DISCHARGE TO RECEIVING WATERS OR WETLAND SYSTEMS DURING DEWATERING
9. DO NOT DISCHARGE DIRECTLY TO RECEIVING WATERS OR EXISTING CONVEYANCES
STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PER FDEP GUIDANCE.
PERMIT, COMPLY WITH ALL PROVISIONS OF THAT PERMIT AND PREPARE A
A NOTICE OF INTENT FOR COVERAGE UNDER THE FDEP NPDES CONSTRUCTION GENERIC
8. IF AREA OF DISTURBED SOIL IS ONE (1) ACRE OR GREATER, PREPARE AND SUBMIT
7.
OF TRAFFIC (MOT) PLANS TO PASCO COUNTY.
6. SUBMIT FOR A RIGHT OF WAY USE PERMIT AND SUPPLY MAINTENANCE
BUILT PLANS TO THE PASCO COUNTY PROJECT MANAGER.
ACCEPTANCE,THE ENGINEER SHALL PROVIDE AT LEAST ONE COPY OF THE FINAL AS-
OF AS-BUILT PLANS FOR COUNTY REVIEW AND ACCEPTANCE. UPON FINAL
PRIOR TO THE FINAL 48 HOUR TEST. THE ENGINEER WILL REVISE AND ISSUE A SET
SPECIFICATION 9-8.1 (H), THE AS-BUILT PLANS TO THE ENGINEER FOR APPROVAL
5. SUBMIT, IN ADDITION TO THE REQUIREMENTS OF STANDARD
PASCO COUNTY SCHOOLS MICHAEL GUDE 727-774-7950
TRANSPORTATION
PASCO COUNTY PUBLIC JANNINA ELKIN 727-834-3322
813-765-2494JASON PAYNE TECO
813-917-9446JENNA JACKSON TECO PEOPLES GAS
OPERATIONS DIVISION
727-847-8139VENKAT VATTIKUTI PASCO COUNTY TRAFFIC
352-401-6555KURT JUDD LUMEN (CENTURYLINK)
813-714-6515KENDRON DANIELS CITY OF DADE CITY
813-469-5967JASON FARAHER CHARTER COMMUNICATIONS
TELEPHONE NUMBERS CONTACT COMPANY
4. UTILITY/AGENCY OWNERS:
POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.
APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE
ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED
UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh)
DETERMINE THE EXACT LOCATION OF ALL UTILITIES. THE LOCATIONS OF THE
ADDITIONAL UTILITIES MAY EXIST. PRIOR TO DIGGING, THE CONTRACTOR SHALL
3. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE.
TAMPA, FL 33637-1035
8875 HIDDEN RIVER PARKWAY, SUITE 200
AYRES ASSOCIATES
P.S.M. #7496
BRIAN GLASZCZ, P.S.M.
SURVEYOR AND MAPPER OF RECORD IS:
DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE PROFESSIONAL
IN THE PRODUCTION OF SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA
ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL 2.
DATUM OF 1988 (NAVD 88).
1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL
GENERAL NOTES
REPLACING THE INLET STRUCTURE AND DRAINAGE PIPES.
425-1-361 - INCLUDES THE COST OF ROADWAY PAVEMENT RECONSTRUCTION WHEN
PAY ITEM FOOTNOTES
ARE MEMBERS, WHICH WILL REQUIRE DIRECT CONTACT WITH NON-MEMBERS.
UTILITY OWNERS 48 HOURS BEFORE BEGINNING WORK. NOT ALL UTILITIES
3. CONTRACTOR SHALL CALL THE SUNSHINE STATE ONE CALL AT 811 AND THE
2. FLAG ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
WITH EXISTING UTILITIES.
EXTREME CAUTION TO PREVENT INSTALLATION OF POSTS FROM CONFLICTING
1. DURING RELOCATION OR INSTALLATION OF SIGNAGE, CONTRACTOR SHALL USE
UTILITY NOTES
REPLACED BY THE CONTRACTOR AT THEIR EXPENSE.
BEYOND USE, AS DETERMINED BY THE PROJECT ENGINEER, SIGNS WILL BE
PREVENT UNNECESSARY DAMAGE TO SIGNS. IF THE SIGNS ARE DAMAGED
3. CAUTION SHOULD BE EXERCISED WHILE RELOCATING EXISTING SIGNS TO
WITH SIGNALIZATION AND PAVEMENT MARKING PLAN.
BE REMOVED, STOCKPILED AND RELOCATED BY THE CONTRACTOR, IN ACCORDANCE
2. ALL EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS SHALL
DECEMBER 2023).
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 11TH EDITION (DATED
1. SIGNING AND PAVEMENT MARKINGS TO BE IN ACCORDANCE WITH THE "MANUAL
TRAFFIC NOTES
GENERAL NOTES.
BY THE PASCO COUNTY TRAFFIC OPERATIONS SECTION. SEE NOTE NO. 4 UNDER
OFF-DUTY POLICE OFFICERS, TEMPORARY SIGNALS, OR BY OTHER MEANS APPROVED
3. TRAFFIC MUST BE MAINTAINED DURING ANY SPLICING ACTIVITY BY THE USE OF
PLAN TO THE COUNTY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.
2. SUBMIT A DETAILED CONSTRUCTION SEQUENCE AND TEMPORARY TRAFFIC CONTROL
APPROPRIATE FOR TEMPORARY TRAFFIC CONTROL.
1. UTILIZE FDOT STANDARD PLANS 102-600, 102-602, 102-603, AND 102-604 AS
MAINTENANCE OF TRAFFIC NOTES
W A T E R
W A T E R
H E
S T
E R
D
FORT KING RD.
N
10 40
Feet
CONST. 6' - SWK.
EXIST CONC. PAD (BUS STOP)
EXIST. R/W LINE
EXIST. R/W LINE
STA. 11+43.53
BEGIN CONSTRUCTION
BEGIN PROJECT
� SURVEY
SEDIMENT BARRIER
REMOVE EXIST. BIKE RACK
EXIST. DRIVEWAY
TO BE REMOVED
EXIST. STOP BAR
+68.19
21.72' RT.
+82.21
20.81' RT.
+91.80
24.14' RT.
+97.97
27.11' RT.
.0
'R 1 .0
'R
+86.89
26.95' RT.
.0
'R
.0
'R
.0
R
.0
'R
+92.98
23.88' RT.
+02.48
20.42' RT.
+47.89
20.55' RT.
+50.88
21.09' RT.
+57.98
22.35' RT.
+59.03
22.35' RT.
+38.49
22.91' RT.
+81.31
22.46' RT.
+20.34
22.76' RT.
12" WHT 24" WHT
NORTH & SOUTH)
OF EXISTING RIBBON CURB (TYP.
EXISTING GRADE AT THE EDGE
NOTE: MATCH SIDEWALK TO
24" WHT
+43.53
22.04' RT.
+00.75
47.19' RT.
N01°34'56"W
+35.54
40.04' LT.
+35.54
30.04' LT.
+48.31
16.79' RT.
+85.23
29.22' LT.
+85.17
39.27' LT.
CURVE (01)
L
IM
IT
S P
E E
D
1 EA700-1500
STA. 13+20.81
N00°23'10"W
10 11 12 13 14 15+79.99 STA. PC
+84.38 STA. PT
10 1510
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
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P M
S u ll iv a n
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TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
IC
IA
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G
-2
.0
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.A .C
I:
\6
\0
R o a d w a y \6
F o rt
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \P
L A
N R
D .d g n
ROADWAY PLANS (1)
DETECTABLE WARNING
LEGEND
SIDEWALK (4" THICK)
SIDEWALK (6" THICK)
NOTE: PLACE SOD IN ALL AREAS OF PAVEMENT REMOVAL AT
LOCATIONS WHERE THE RADIUS RETURNS HAVE BEEN REVISED.
S D
W A T E R
W A T E R W
A T E R
FORT KING RD.
M E
D I C
L
M A
R L
U
L
N
M O
R N I N
G S I
N
10 40
Feet
CONST. 6' - SWK.
CONST. 6' - SWK.
EXIST. R/W LINE
EXIST. R/W LINE
SAW CUT
+84.48
11.87' RT.
+06.32
23.24' RT.
� SURVEY
SEDIMENT BARRIER
SAW CUT+36.98
11.72' RT.
EXIST. DRIVEWAY
PROTECTION
INLET
24" WHT (TYP.)
+35.36
11.92' RT.
25.0 0'R
25.00'R
+06.41
12.06' RT.
+26.46
25.43' LT.
+13.90
26.01' LT.
+25.33
26.08' LT.
+32.83
27.62' LT.
+40.61
29.19' LT.
+41.70
29.18' LT.
.6
'R
20.00'R
+58.07
23.18' RT.
+85.81
23.07' RT.
12" WHT (TYP.)
24" WHT (TYP.)
24" WHT (TYP.)
+61.99
39.77' RT.
RELOCATED
MAILBOX TO BE
SAW CUT
+50.02
25.59' LT.
SAW CUT
SAW CUT
+48.56
39.85' RT.
+48.55
29.85' RT.
+72.05
33.38' RT.
+81.49
39.82' RT.
+31.73
23.69' RT.
+08.62
23.79' RT.
+70.38
23.95' RT.
+48.14
23.88' RT.
+50.21
17.89' RT.
+58.91
15.14' RT.
+50.15
36.33' LT.
+46.30
33.67' LT.
+57.92
31.16' LT.
+80.32
24.48' LT.
+84.02
24.50' LT.
+64.91
19.27' LT.
+58.91
22.20' LT.
.0
'R
12" WHT (TYP.)
24" WHT (TYP.)
.0
'R
& STOP SIGN TO REMAIN
EXIST. STOP BAR
& STOP SIGN TO REMAIN
EXIST. STOP BAR
NORTH & SOUTH)
OF EXISTING RIBBON CURB (TYP.
EXISTING GRADE AT THE EDGE
NOTE: MATCH SIDEWALK TO
RESETTING FENCE
TIE INTO THE EXISTING SIDWALK
LICENSE AGREEMENT
+58.89
0.42' RT.
+00.31
23.42' RT.
+64.93
0.37' LT.
+14.93
0.42' LT.
W/ RPMS @ 20'
6" DBL. YELLOW
YELLOW (TYP.)
6" DASHED DBL.
(6'-10' SKIP)
6" DBL. YELLOW
U T
IO
N
C R
O S
S W
IT
H
O
A F
F
IC
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F
IG
H T
S
F O
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A R
N
IN
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P U
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B U
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N
U T
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N
C R
O S
S W
A F
F
IC
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F
H T
S
F
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IN
G
P U
S H
B U
T T
O N
STOP
STA. 16+89.14
700-1500 1 EA
30X30
STA. 20+49.04
R1-1
700-1111 1 EA
700-1500 1 EA
STA. 17+48.19
D A
D E
C
IT
Y
C
IT
Y L
IM
IT
S
W11-2 30X30
W16-07PL
24X12
STA. 18+61.11
1 EA0654-2-22
9X12
24X12
W16-07PR
30X30 W11-2
9X12
1 EA0654-2-22
24X12
W16-07PR
30X30 W11-2
24X12
W16-07PL
30X30 W11-2
9X12 FTP-68c-21
1 EA0654-2-22
24X12
W16-07PR
30X30 W11-2
24X12
W16-07PL
30X30 W11-2
STA. 18+74.29
A H
E A
D
24X12 W16-9P 30X30 W11-2
700-11111 EA
STA. 21+43.53
A H
E A
D
W11-2 30X30
W16-9P 24X12
700-1111 1 EA
STA. 16+08.86
FTP-68c-21
FLASHING TIME = 21 SEC.
FLASHING TIME = 21 SEC.
N01°34'56"W
16 17 18 19 20 212020
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
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:1
:0
P M
S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
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IL
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D
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A N
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E A
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.0
F
.A .C
I:
\6
\0
R o a d w a y \6
F o rt
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \P
L A
N R
D .d g n
ROADWAY PLANS (2)
DETECTABLE WARNING
LEGEND
SIDEWALK (4" THICK)
SIDEWALK (6" THICK)
T E R
W A T E R
G R
A S
Y
I L L
L
N
FORT KING RD.
N 10 40
Feet
CONST. 6' - SWK.
CONST. 6' - SWK.
EXIST. R/W LINE
SAW CUT
EXIST. DUMPSTER
� SURVEY
SEDIMENT BARRIER
+66.76
39.43' LT.
20.00'
R
(SEE TYP. DETAIL)
BE RELOCATED
MAILBOX TO
INLET PROTECTION
INLET PROTECTION
+22.56
30.46' RT.
& STOP SIGN TO REMAIN
EXIST. STOP BAR
+47.85
14.22' LT.
& STOP SIGN TO REMAIN
EXIST. STOP BAR
24" WHT (TYP.)
+66.59
29.05' LT.
+69.43
28.78' LT.
+71.80
28.32' LT.
+74.64
28.04' LT.
+86.40
28.03' LT.
+88.97
28.30' LT.
+91.35
28.75' LT.
+94.18
29.02' LT.
.0
'R
.0
R
+48.35
14.48' LT.
+79.98
24.91' RT.
+07.65
23.88' RT.
.0
R
+73.41
28.12' RT.
.0
'R
+39.82
32.72' LT.
+75.02
24.16' RT.
+83.01
21.98' RT.
+85.23
20.68' RT.
+87.23
20.13' RT.
+70.00
21.01' RT.
+76.32
21.41' RT.
.0
'R
.0
R
.0
'R
.0
'R
SAW CUT
SAW CUT
SAW CUT
+08.15
20.02' RT.
+52.72
21.07' RT.
+17.83
14.34' LT.
+18.71
12.94' RT.
+86.80
28.71' RT.
+97.85
29.22' RT. +86.52
34.21' RT. +98.42
35.00' RT.
12" WHT (TYP.)
24" WHT (TYP.)
12" WHT (TYP.)
24" WHT (TYP.)
WALL TO REMAIN
EXIST. TIMBER RETAINING
WALL TO REMAIN
EXIST. TIMBER RETAINING
+87.67
29.22' LT.
+87.68
35.99' LT.
SAW CUT
SAW CUT
SAW CUT
TO BE RELOCATED
EXIST. MAILBOXES
LICENSE AGREEMENT
+17.28
36.30' RT.
+85.72
30.18' LT.
+85.77
50.18' LT.
+36.32
49.88' LT.
+48.82
102.31' LT.
+71.32
106.87' LT.
+67.01
131.41' LT.
+88.93
136.36' LT.
+30.66
54.82' LT.
+85.64
49.82' LT.
+30.58
49.86' LT.
+91.96
44.67' RT.
+91.95
40.17' RT.+46.41
40.18' RT.
+00.88
40.17' RT.
+96.43
40.07' RT.
+00.76
39.86' RT.
+57.49
39.75' RT.
+85.20
11.42' RT.
+73.65
21.02' RT.
+69.98
12.57' RT.
+48.65
40.13' RT.
+87.28
23.75' RT.
'R
+81.36
22.89' RT.
+18.88
17.99' RT.
EXIST. R/W LINE
CURVE (02)
(6'-10' SKIP) (TYP.)
6" DBL. YELLOW
+17.13
37.04' LT.
+17.31
31.12' LT.
+43.26 +13.30
+12.00
W/ RPM'S @ 20'
6" DBL YEL
U T
IO
N
C R
O S
S W
A F
F
IC
IT
F
LI
G
H
TS
F O
R W
A R
N
IN
G
P U
S H
B U
T T
U T
IO
N
C R
O S
S W
A F F
IC
IT
F
H T S
F O
R W
A R
N
IN
G
P U
S H B
U T T
O N
A H
E A
D
A H
E A
D
STA. 23+53.71
700-15001 EA
STOP
24X12 W16-9P 30X30 W11-2
700-1111 1 EA
STA. 26+62.42
24X12 W16-9P 30X30 W11-2
1 EA700-1111
STA. 21+62.08
9X12 FTP-68c-21
1 EA0654-2-22
24X12
W16-07PR
30X30 W11-2
24X12
W16-07PL
30X30 W11-2
STA. 24+10.74
9X12 FTP-68c-21
1 EA0654-2-22
24X12
W16-07PR
30X30 W11-2
24X12
W16-07PL
30X30 W11-2
STA. 24+09.91
FLASHING TIME = 18 SEC.
FLASHING TIME = 18 SEC.
+62.02 STA. PC
N01°34'5 6"W
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
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P M
S u ll iv a n
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TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
I:
\6
\0
R o a d w a y \6
F o rt
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \P
L A
N R
D .d g n
ROADWAY PLANS (3)
DETECTABLE WARNING
LEGEND
SIDEWALK (4" THICK)
SIDEWALK (6" THICK)
CONC. DWY TIE-DOWN (6" THICK)
T E R
W A T E R
FORT KING RD.
S T
A D
IU
M
D R
R O
Y A
L O
A K
L N
N 10 40
Feet
CONST. 6' - SWK.
EXIST. R/W LINE
EXIST. R/W LINE
+34.43
44.88' RT.
+14.56
45.91' RT.
+52.66
45.30' RT.
+93.96
44.65' RT.
+89.59
43.14' RT.
+66.10
41.93' RT.
+21.79
41.05' RT.
.0
R
� SURVEY
SEDIMENT BARRIER
+13.63
39.40' RT.
INLET PROTECTION
+82.82
39.40' RT.
(TO REMAIN)
EXIST. STOP BAR & STOP SIGN
.0
R
+90.12
41.97' RT.
SAW CUT SAW CUT SAW CUT SAW CUT
SAW CUT
+39.63
45.11' RT.
+09.24
45.99' RT.
+57.66
45.23' RT.
+88.96
44.73' RT. +94.54
43.06' RT.
+16.88
42.71' RT.
+45.47
42.26' RT.
+61.10
42.01' RT.
+74.68
26.81' RT.
+14.20
27.12' RT.
24" WHT (TYP.)
12" WHT (TYP.)
R O
Y A
L O
A K
L N
+43.40
28.89' RT.
+52.12
26.64' RT.
+35.72
35.73' RT.
24" WHT (TYP.)
SAW CUT
SAW CUT
SAW CUT
SAW CUT
+25.01
42.38' RT.
+41.33
42.12' RT.
SEE DRWY. SECT.
SAW CUT
+10.46
50.20' LT.
+85.68
50.17' LT.
+36.18
60.16' LT.
+46.18
96.99' LT.
+86.18
96.99' LT.
+96.18
60.15' LT.
+41.68
50.14' LT.
+65.31
64.18' RT.
+98.82
65.35' RT.
+95.70
51.48' RT.
.0
'R
+49.45
26.61' RT.
+52.24
11.60' RT.
'R
CURVE (02)
STOP
30X30 R1-1
700-1111 1 EA
STA. 33+13.74
29 30 31 32 33
+07.24 STA. PT
N26°00'50"E
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:0
P M
S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
I:
\6
\0
R o a d w a y \6
F o rt
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \P
L A
N R
D .d g n
ROADWAY PLANS (4)
DETECTABLE WARNING
LEGEND
SIDEWALK (4" THICK)
SIDEWALK (6" THICK)
CONC. DWY TIE-DOWN (6" THICK)
S A
N
W A T E R
B A C
K
F L
O W
W A T E R
B A C
K
F L
O W
B A C
K
F L
O W
W A T E R
S A
N
S A
N
G A S
S6677S6678
R O
Y
K
L
N
FORT KING RD.
N
10 40
Feet
D I X I
V
E
CONST. 6' - SWK.EXIST. R/W LINE
EXIST. R/W LINE
SAW CUT
MILL AND RESURFACE
+03.59
194.30' LT.
+20.97
523.74' LT.
.0
R
.0
R
.0
R 1 .0
R
.0
R
� SURVEY
SEDIMENT BARRIER
+60.72
12.10' RT.
+38.90
12.02' RT.
+69.65
35.41' RT.
.8
R
RELOCATE EXIST. BENCH
+98.73
28.20' RT.
+63.49
27.30' RT.
+57.17
28.22' RT.
+87.17
33.40' RT.
+69.71
25.39' RT.
+72.58
25.00' RT.
+66.60
26.35' RT.
.0
R
+66.96
12.29' RT.
+31.13
27.25' RT.
SAW CUT
+51.53
12.14' RT.
+87.26
25.37' RT.
+10.99
25.97' RT.
+66.90
27.13' RT.
24" WHT (TYP.)
12" WHT (TYP.)
24" WHT (TYP.)
12" WHT (TYP.)
R O
Y
K
L
N
+94.94
32.10' RT.
SAW CUT
+10.64
30.84' RT.
+35.73
49.92' LT.
+35.71
39.92' LT.
+97.34
71.75' RT.
+98.99
66.28' RT.
+31.25
11.96' RT.
SAW CUT
+72.79
85.83' RT.
'R
CURVE (03)
STA. 38+98.95
700-15001 EA
STOP
36 37
+97.26 STA. PC
N26°00'50"E
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:0
P M
S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
I:
\6
\0
R o a d w a y \6
F o rt
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \P
L A
N R
D .d g n
ROADWAY PLANS (5)
DETECTABLE WARNING
LEGEND
SIDEWALK (4" THICK)
SIDEWALK (6" THICK)
S A
N
S A
N
W A T E R
S A
N
S1936
S5421
P O
IN
S
E T
T
IA
A V
E
FORT KING RD.
E M
B A
S S
Y P
A R
K C
T
N
10 40
Feet
CONST. 6' - SWK.
EXIST. R/W LINE
EXIST. R/W LINE
CULVERT (SEE STRUCTURAL PLANS)
CONST. 9.4 LF OF (2) 5'X6' CONC. BOX
SAW CUT
SAW CUT
+09.16
26.84' RT.
+95.49
32.74' RT.
+59.64
27.71' RT.
+10.07
28.11' RT.
+97.42
12.23' RT.
+35.04
50.73' RT.
+62.71
50.03' RT.
.0
R
.0
R
.0 'R
.0
'R
.0 'R
� SURVEY
SEDIMENT BARRIER
TURBIDITY BARRIER
CONST. 75 LF OF FLOATING
+64.19
12.01' RT.
.0
R
+29.44
26.70' RT.
+57.20
36.45' RT.
+44.47
31.93' RT.
+13.27
35.72' RT.
15.00'R
BARRIER
SEDIMENT
SEDIMENT BARRIER
FLOWLINE = 71.94'
EXIST. BOX CULVERT
FLOWLINE = 71.96'
EXIST. BOX CULVERT
FLOWLINE = 71.94'
EXIST. BOX CULVERT
FLOWLINE = 72.03'
EXIST. BOX CULVERT
+91.80
35.30' RT.
+98.44
30.19' RT.
+03.32
28.11' RT.
.0
'R
.0
'R
(TO REMAIN)
EXIST. STOP BAR & STOP SIGN
+11.65
27.91' RT.
+33.37
28.18' RT.
+65.59
28.26' RT.
12" WHT (TYP.)
24" WHT (TYP.)
24" WHT (TYP.)
12" WHT (TYP.)
EXIST. BOX COLVERT FLOWLINE 71.92
CONST. BOX COLVERT FLOWLINE 71.92
NO. 524-001 61.1 TN
DITCH PAVEMENT INDEX
CONST. 26'X19' RIPRAP
+34.90
35.20' RT.
515-0620 STA. 41+05
BEGIN HANDRAIL INDEX NO.
NO. 515-0620 STA. 41+65
END HANDRAIL INDEX
+05.60
36.49' RT.
+80.66
37.75' RT.
+23.42
43.00' RT.
CD 1
+86.41
12.08' RT.
+42.95
48.47' LT.
+13.34
63.04' RT.
+87.35
59.47' RT.
+17.75
69.50' RT.
+16.95
12.14' RT.
SAW CUT
+41.54
35.90' RT.
+65.94
35.93' RT.
+92.85
35.89' RT.
+15.02
35.93' RT.
+51.94
36.07' RT.
+36.58
27.66' RT.
SAW CUT
'R
+85.63
39.67' LT.
+85.64
49.67' LT.
CURVE (03)
25.0'
+48.67
42.85' RT.
IMPACT AREA= 0.02 ACRES
PERMANENT WETLAND
W E
T L N
A D B
U F F
E R
WETLAND LINE
WETLAND LINE
WETLAND BUFFER
+53.88
71.34' RT.
+50.28
44.41' RT.
+42.43
62.00' RT.
+16.96
64.09' RT.
25.0'
EXIST. R/W LINE
EXIST. 5'X6' CROSS DRAINS
DESILT 25 LF OF BOTH
STA. 44+67.46
700-15001 EA
STOP
41 42
+41.75 STA. PT4040
N00°17'56"E
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:0
P M
S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
I:
\6
\0
R o a d w a y \6
F o rt
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \P
L A
N R
D .d g n
ROADWAY PLANS (6)
DETECTABLE WARNING
LEGEND
SIDEWALK (4" THICK)
SIDEWALK (6" THICK)
RIP RAP DITCH PAVEMENT
IMPACT AREA
PERMANENT WETLAND
S A
N
W A T E R
W A T E R
S A
N
ST2239
S2073
S2159
ST2238
FORT KING RD.
S O
U T
H V
IE
W
A V
E
W E
S T
V
IE
W A
V E
O
L D
S A
N A
N N
R D
N
10 40
Feet
CONST. 6' - SWK.
EXIST. R/W LINE
EXIST. R/W LINE
SAW CUT
SAW CUT SAW CUT
ADJUSTED 24" STOP BAR & STOP SIGN
MILL AND RESURFACE
RECONSTRUCT DRIVEWAY
+56.95
28.50' RT.
+82.00
40.71' RT.
+94.57
40.14' RT.
+19.53
28.66' RT.
+28.77
28.69' RT.
+00.08
43.15' RT.
+20.45
43.34' RT.
+43.46
26.95' RT.
+65.58
35.82' RT.
+17.60
36.89' RT.
.0
R 2
.0
'R
.0 'R 2
.0
R 2
.0 'R 2
.0
R
.0
'R
� SURVEY
� SURVEY
SEDIMENT BARRIER
BARRIER
SEDIMENT
+48.81
34.75' RT.
+54.98
13.41' RT.
+40.49
14.87' RT.
INLET PROTECTION
SEDIMENT BARRIER
SEDIMENT BARRIER
INLET PROTECTION
+87.70
28.32' RT.
.0
'R
.0
R
.0
'R
+31.99
23.41' RT.
+38.41
24.38' RT.
(TO BE REMOVED)
EXIST. STOP BAR & STOP SIGN
EXIST. STOP BAR
SAW CUT SAW CUT
SAW CUT
SAW CUT
+79.28
28.56' RT.
+97.24
28.61' RT.
+24.48
22.88' RT.
+80.21
36.63' RT.
+92.94
36.72' RT.
+80.17
42.42' RT.
+92.90
42.78' RT.
24" WHT (TYP.)
12" WHT (TYP.)
TO BE RELOCATED
MAILBOX
+71.55
14.64' LT.
+09.35
14.53' LT.
+00.11
14.54' LT.
.0
'R
(TO REMAIN)
EXIST. MAILBOX
SAW CUT
31.00'R
.0
SAW CUT
24" WHT (TYP.)
12" WHT (TYP.)
+86.49
50.01' LT.
+86.38
53.48' LT.
+47.83
53.52' LT.
+97.61
14.87' RT.
+78.81
14.87' RT.
+96.07
22.80' RT.
+86.91
25.34' RT.
+72.67
28.78' RT.
+59.75
28.78' RT.
+58.81
34.77' RT.
+47.85
28.74' RT.
+54.99
8.41' RT.
+17.80
7.64' RT.
+17.82
12.64' RT.
+54.80
36.45' RT.
.0
'R
+34.11
35.37' RT.
+37.46
35.57' RT.
CURVE (04)
EXIST. R/W LINE
STOP
30X30 R1-1
700-1111 1 EA
STA. 47+26.34
45 46 47 48 49 50
+46.91 STA. PC
505050
N00°17'56"E
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:0
P M
S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
I:
\6
\0
R o a d w a y \6
F o rt
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \P
L A
N R
D .d g n
ROADWAY PLANS (7)
DETECTABLE WARNING
LEGEND
SIDEWALK (4" THICK)
SIDEWALK (6" THICK)
CONC. DWY TIE-DOWN (6" THICK)
MILLING & RESURFACING
RECONSTRUCT EXIST. STREET
NOTE: 20 SY OF CONCRETE REMOVAL OCCURS
AT THE N/S SIDE OF THE PROPOSED
CROSSWALK CONSISTING OF EXISTING
CURB/GUTTER AND SIDEWALK.
S D
T E
L
S A
N
S D
S D
W A T E R
W A T E R
S D
S A
N
W A T E R
ST1149
ST1156
ST1626
ST1775
ST1862
S1148
ST1146
ST1061
FORT
KING RD.
C O
L E
M
E
C O
L E
M
E
17TH ST.
N
10 40
Feet
EXIST. R/W LINE
EXIST. R/W LINE
CONST. NEW DRIVEWAY
CURB & GUTTER
TYPE F.
CONST.
6' - SWK.
CONST.
BARRIER
SEDIMENT
STA. 50+76.45
BEGIN TYPE E. C&G (FLARED END)
END TYPE E. C&G
STA. 51+67.77
15.56' RT.
INLET PROTECTION
24" WHT (TYP.)
12" WHT (TYP.)
24" WHT (TYP.)
END PROJECT
END CONSTRUCTION
STA. 52+44.01
� SURVEY
TO BE RELOCATED
MAILBOX
+83.41
24.24' LT.
+02.92
30.46' RT.
+02.69
25.47' RT.
+26.06
56.69' RT.
+30.11
30.03' RT.
.0
'R
+66.46
40.17' RT.
+78.71
41.95' RT.
+82.20
42.05' RT.
+00.42
34.40' RT.
+12.62
33.20' RT.
+60.94
33.62' RT.
+82.05
36.65' RT.
+83.82
36.91' RT.
+87.37
37.01' RT.
+59.73
27.69' RT.
+72.07
29.41' RT.
NEW DRIVEWAY
CONST.
+34.44
24.03' RT.
+46.93
16.78' RT.
+47.15
21.78' RT.
+33.21
19.19' RT.
'R
.0
'R
STA +21.40, 32.33' RT.
C&G / MATCH EXIST.
BEGIN TYPE F
STA +92.94, 39.84' RT.
C&G / MATCH EXIST.
END TYPE F
STA +35.21, 16.81' RT.
C&G / MATCH EXIST.
END TYPE F
STA +89.00, 39.84' RT.
BEGIN TYPE F C&G
12.0' (TYP)
.0 (T
Y P
6' (TYP)
CURVE (04)
CURVE (05)
EXIST. R/W LINEEXIST. R/W LINE
EXIST. R/W LINE
EXIST. R/W LINE
EXIST. R/W LINE
EXIST. R/W LINE
CR H
CR E
700-1500 1 EA
STA. 52+15.89
STOP
52 53
+52.34 STA. PT
+61.16 STA. PC
N07°39'20"E
A
.7
P
T
S-1
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:0
P M
S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
I:
\6
\0
R o a d w a y \6
F o rt
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \P
L A
N R
D .d g n
ROADWAY PLANS (8)
DETECTABLE WARNING
LEGEND
SIDEWALK (4" THICK)
CONC. DWY TIE-DOWN (6" THICK)
SIDEWALK (6" THICK)
12+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOC
GM
.3
R
T
.6
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:4 1:6
12+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOC
GM
BUS STATION, EXISITNG CONC
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
11+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
BFOC
GM
.9
R
T
.0
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
11+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
BEGIN PROJECT
BEGIN CONSTRUCTION
STA. 11+43.53
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:1
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
13+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOC
GM
.6
R
T
.7
CROSS SECTIONS (1)
14+00.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
14+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.0
R
T
.7
1:41:6
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:1
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
13+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOC
GM
1:41:6
.8
R
T
.0
CROSS SECTIONS (2)
15+50.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.3
R
T
.9
1:4
16+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.3
R
T
.4
1:41:6
16+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.3
R
T
.8
1:41:6
15+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.3
R
T
.3
1:4 1:6
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:1
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
CROSS SECTIONS (3)
17+00.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.4
R
T
.5
1:4
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:1
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
17+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WMBFOC GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:10
.5
R
T
.8
1:4
18+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WMBFOC GM
E
X
IS
T
IN
G R
/W L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.7
R
T
.4
1:4
18+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WMBFOC GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:4
.8
R
T
.0
1:101:
LICENSE AGREEMENT
.4
L
T
.0
CROSS SECTIONS (4)
19+00.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WMBFOCGM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
1:
.6
L
T
.3
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:1
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
19+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WMBFOCGM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.6
R
T
.2
.9
L
T
.5
1:41:6
20+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.4
R
T
.4
.2
L
T
.0
1:4 1:
4 1:6
1:6
CROSS SECTIONS (5)
20+50.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOCGM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.2
R
T
.4
1:41:6
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:2
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
21+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOCGM
E X
IS
T
IN
G
R /W
L
IN
E
.1
R
T
.6
1:6 1:4
21+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.5
R
T
.5
.1
L
T
.0
1:41:6
CROSS SECTIONS (6)
22+00.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.9
R
T
.5
.1
L
T
.4
1:41:6
1:6
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:2
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
22+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.3
R
T
.5
.0
L
T
.2
1:4
1:6
23+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.0
R
T
.4
.0
L
T
.3
1:4
1:6
CROSS SECTIONS (7)
23+50.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.9
L
T
.3
1:6
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:2
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
24+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.8
R
T
.1
.3
L
T
.1
1:41:6
1:6 1:3
24+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.4
R
T
.3
1:31:6
CROSS SECTIONS (8)
25+00.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.5
R
T
.2
1:31:6
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:2
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
25+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
.1
R
T
.8
1:41:6
26+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
.3
R
T
.2
CROSS SECTIONS (9)
26+50.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.9
R
T
.8
1:41:20
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:2
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
27+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.0
R
T
.5
27+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
110 110
WM
BFOC
GM
E
X
IS
T
IN
G R
/W L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.7
R
T
.2
1:41:6
CROSS SECTIONS (10)
28+00.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
110 110
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.7
R
T
.2
1:6 1:4
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:2
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
28+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.5
R
T
.3
29+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.1
R
T
.9
CROSS SECTIONS (11)
29+50.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.3
R
T
.1
1:6 1:4
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:2
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
30+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.5
R
T
.6
1:10 1:4
30+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOC
GM
E
X
IS
T
IN
G R
/W L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.7
R
T
.2
1:10 1:4
CROSS SECTIONS (12)
31+00.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
90 90
100 100
WM
BFOCGM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.9
R
T
.9
.9
R
T
.7
.9
R
T
.0
.9
R
T
.1
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:2
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
31+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
80 80
90 90
100 100
WM
BFOCGM
E X
IS
T
IN
G
R /W
L
IN
E
.1
R
T
.2
.1
R
T
.6
32+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
80 80
90 90
WM
BFOCGM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.4
R
T
.1
1:10
CROSS SECTIONS (13)
32+50.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
80 80
90 90
WMBFOCGM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.6
R
T
.3
1:6 1:4
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:3
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
33+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
80 80
90 90
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
33+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
80 80
90 90
WM
BFOCGM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.3
R
T
.0
1:6 1:4
CROSS SECTIONS (14)
34+00.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
80 80
90 90
WM
BFOCGM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.7
R
T
.8
1:6 1:4
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:3
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C A
D D
\r o a d w a y \R
D X
S R
D .d g n
34+50.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
80 80
90 90
WM
BFOCGM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.1
R
T
.9
35+00.00STA.
1" = 10' Vertical
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
80 80
90 90
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
CROSS SECTIONS (15)
35+50.00STA.
1" = 20' Horizontal
SCALE
100 80 60 40 20 0 20 40 60 80 100
80 80
90 90
WM
BFOC
GM
E X
IS
T
IN
G
R /W
L
IN
E
E X
IS
T
IN
G
R /W
L
IN
E
.9
R
T
.9
1:41:6
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
/1
/2
:1
:3
P
M S u ll iv a n
R
TAMPA, FLORIDA 33637
8875 HIDDEN RIVER PARKWAY, STE 200
AYRES ASSOCIATES
P.E. LICENSE NUMBER 39196
JEFFREY SIEWERT, P.E.
COUNTY WORK ORDER NO.
engineering department pasco county transportation
PASCO SDW004126.00
T H
E O
F F
I C
I A
L R
E C
O R
D O
F T
H I S
S H
E E
T I
S T
H E
E L
E C
T R
O N
I C
F I L
E D
I G
I T
A L
L Y
S I G
N E
D A
N D
S E
A L
E D
U N
D E
R R
U L
E
G
.0
F
.A .C
I
\0
R o a d w a y \6
F o r t
K in g R d S id e w a lk
\C…
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