ITB-2018-0341_Exhibit_3_Casselton_Drive_Final_Roadway_Plans_2018-04-19.pdf

R

E

T 22 S

T 22 S

CONTRACT PLANS COMPONENTS

ROADWAY PLANS

LANDSCAPE PLANS

BEGIN PROJECT

STA. 2+24.00

END PROJECT

STA. 27+20.00

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOW

ST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACH

PENSACOLA

WEST PALM

BEACH

F

L

O

R

I

D

A

T

U

R

N

P

I

K

E

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

SARASOTA -

BRADENTON

BEE LINE

EXPRESSWAY

PROJECT LOCATION

https://goo.gl/maps/q7d9tB7REq12

SHEET

NO.

FISCAL

YEAR

4/13/2018 10:22:26 AM

U:\Casselton Drive\00704.00\roadway\KEYSRD01.dwg Armando Perez

INDEX OF ROADWAY PLANS

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

2 - 3 SUMMARY OF PAY ITEMS

4 - 13 TYPICAL SECTION

14 PROJECT LAYOUT

15 - 16 GENERAL NOTES

17 - 23 ROADWAY PLAN

24 - 29 ROADWAY PROFILE

30 - 32 SPECIAL PROFILE

33 - 36 BACK-OF-SIDEWALK PROFILE

37 - 38 INTERSECTION LAYOUT

39 - 40 DRAINAGE STRUCTURE TABLE

41 STORM PIPE TABLE

42 - 58 DRAINAGE DETAILS

59 SPECIAL DETAILS

60 - 87 CROSS SECTIONS

88 STORMWATER POLLUTION PREVENTION PLAN

89 - 90 EROSION CONTROL

91 - 106 TEMPORARY TRAFFIC CONTROL PLAN

107 - 112 WATER MAIN IMPROVEMENTS PLAN AND PROFILE

113 - 114 WATER MAIN IMPROVEMENT DETAILS

115 - 120 UTILITY ADJUSTMENTS

121 - 124 UTILITY DETAILS

125 Vvh SUMMARY

S-1 - S-7 SIGNING AND PAVEMENT MARKING PLAN

SQ-1 - SQ-7 SUMMARY OF QUANTITIES

SQ-8 TABULATION OF QUANTITIES (SIGNING AND PAVEMENT MARKING)

N

CITY OF CASSELBERRY, FLORIDA

ROADWAY

ENGINEER OF RECORD:

SHERMAN C. KLAUS II, P.E.

P.E. NO.: 58262

THE BALMORAL GROUP

165 LINCOLN AVENUE

WINTER PARK, FLORIDA 32789

CERTIFICATE OF AUTHORIZATION NO.: 26123

GOVERNING STANDARD PLANS:

Florida Department of Transportation, FY2018-19

Standard Plans for Road and Bridge Construction and applicable Interim Revisions (IRs).

GOVERNING STANDARD SPECIFICATIONS:

Florida Department of Transportation, JAN. 2018

Standard Specifications for Road and Bridge

Construction at the following website:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks

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R

E

T 21 S

T 22 S

T 21 S

T 22 S

TO

ORLANDO

TO

ORLANDO

TO

ALTAMONTE SPRINGS

TO

OVIEDO

R

E

R

E

R

E

R

E

R

E

R

E

ORANGE COUNTY

O R A N G E

C O U N T Y

PLANS OF PROPOSED

CASSELTON DRIVE IMPROVEMENTS

PROJECT NUMBER PW 1409

0 0.5 1

MILES

DRAINAGE

ENGINEER OF RECORD:

LEE G. MULLON, P.E.

P.E. NO.: 72414

GEOSYNTEC

1511 EAST STATE ROAD 434, SUITE 1005

WINTER SPRINGS, FLORIDA 32708

CERTIFICATE OF AUTHORIZATION NO.: 4321

Standard Plans for Road Construction and associated IRs are available at the following website:

http://www.fdot.gov/design/standardplans

SUMMARY OF PAY ITEMS

ITEM NO. PAY ITEM DESCRIPTION UNIT QUAN

ROADWAY ITEMS

101-1 MOBILIZATION LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

103-1 AS-BUILT DRAWINGS LS 1

104-20 EROSION CONTROL LS 1

110-1-1 CLEARING & GRUBBING LS 1

110-4-10 REMOVAL OF EXISTING CONCRETE SY 2680

120-1 REGULAR EXCAVATION CY 1378.1

120-6 EMBANKMENT CY 3243.1

160-4 TYPE B STABILIZATION SY 1428

285-701 OPTIONAL BASE, BASE GROUP 01 SY 333

285-709 OPTIONAL BASE, BASE GROUP 09 SY 1203

327-70-2 MILLING EXIST ASPH PAVT, 3 1/2" AVG DEPTH SY 393

327-70-8 MILLING EXIST ASPH PAVT, 2 1/2" AVG DEPTH SY 11889

327-70-17 MILLING EXIST ASPH PAVT, 3 1/4" AVG DEPTH SY 244

334-2 WMA TYPE SP 9.5, LEVEL B TN 1909.3

334-6 WMA TYPE SP 12.5, LEVEL B TN 584.4

425-1-431 INLETS, CURB, TYPE J-3, <10' EA 2

425-1-441 INLETS, CURB, TYPE J-4, <10' EA 4

425-1-451 INLETS, CURB, TYPE J-5 <10' EA 4

425-1-461 INLETS, CURB, TYPE J-6 <10' EA 5

425-1-521 INLETS, DT BOTTOM, TYPE C, <10' EA 3

425-1-531 INLETS, DT BOT, TYPE C, MOD-BACK, <10' EA 6

425-1-541 INLETS, DT BOTTOM, TYPE D, <10' EA 4

425-2-41 MANHOLES, P-7, <10' EA 2

425-2-71 MANHOLES, J-7, <10' EA 17

425-3-61 JUNCTION BOX, J-7, <10' EA 1

425-5 MANHOLES, ADJUST EA 6

425-10 YARD DRAIN EA 1

430-175-112 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 12" S/CD LF 132

430-175-115 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 15" S/CD LF 240

430-175-118 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18" S/CD LF 295

430-175-124 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24" S/CD LF 326

430-175-130 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 30" S/CD LF 66

430-175-136 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 36" S/CD LF 876

430-175-142 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 42" S/CD LF 551

430-175-224 PIPE CULVERT, RCP, ELLIPTICAL, 19" X 30" S/CD LF 42

430-175-236 PIPE CULVERT, RCP, ELLIPTICAL, 29" X 45" S/CD LF 272

SUMMARY OF PAY ITEMS

ITEM NO. PAY ITEM DESCRIPTION UNIT QUAN

ROADWAY ITEMS CONT.

515-1-2 PIPE HANDRAIL - GUIDERAIL (ALUMINUM)

LF 54

520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 3876

520-2-2 CONCRETE CURB, TYPE B LF 97

520-3 VALLEY GUTTER- CONCRETE LF 794

522-1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 3267

524-1-49 CONCRETE DITCH PAVEMENT, REINFORCED, 6" (CONCRETE FLUME) SY 49

527-2 DETECTABLE WARNINGS SF 420

530-3-4 RIPRAP, RUBBLE, DITCH LINING TN 25

999-1 SUNTREE NUTRIMAX DRAINAGE STRUCTURE WITH BAM EA 1

999-2 ENGINEERED BIOMEDIA CY 852.0

999-3 C-125 EROSION CONTROL BLANKET SY 1390

1050-16-004 UTILITY PIPE, REMOVE & DISPOSE 8-19.9" LF 2561

1050-42-204 UTILITY PIPE, F&I, PE, WATER 4" LF 49

1050-42-206 UTILITY PIPE, F&I, PE, WATER 6" LF 231

1050-42-208 UTILITY PIPE, F&I, PE, WATER 8" LF 79

1050-42-212 UTILITY PIPE, F&I, PE, WATER 12" LF 2308

1055-11-214 UTILITY FITTING, HDPE, ELBOW EA 25

1055-11-224 UTILITY FITTING, HDPE, TEE EA 17

1080-11-407 UTILITY FIXTURE, LINE STOP ASSEMBLY, 8-19.9" EA 3

1080-21-500 UTILITY FIXTURE, VALVE/METER BOX, ADJUST EA 3

1080-23-116 UTILITY FIXTURE, TAPPING SADDLE/SLEEVE, FURNISH & INSTALL, 12" EA 2

1080-24-106 UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH & INSTALL, 6" EA 16

1080-24-112 UTILITY FIXTURE, VALVE ASSEMBLY, FURNISH & INSTALL, 12" EA 10

1080-26-112 UTILITY FIXTURE, VAC/AIR ASSEMBLE, FURNISH & INSTALL, 12" EA 4

1644-113-08 FIRE HYDRANT, 6" EA 6

1644-900 FIRE HYDRANT, REMOVE EA 6

SUMMARY OF PAY ITEMS

ITEM NO. PAY ITEM DESCRIPTION UNIT QUAN

SIGNING & PAVEMENT MARKINGS

700-1-60 SINGLE POST SIGN, REMOVE AS 19

710-90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1

711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND

ROUNDABOUT

LF 1231

711-11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND

CHEVRONS

LF 156

711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND

CROSSWALK

LF 163

SUMMARY OF PAY ITEMS

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\CESSRD01.dwg

Armando Perez

4/13/2018 10:22:54 AM

CASSELTON DR.

PW 1409

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

E.O.R.: Sherman C. Klaus II, P.E. No. 58262

PAY ITEM NOTES:

1. ITEM 102-1: INCLUDES PAYMENT FOR TEMPORARY ITEMS INCIDENTAL TO TEMPORARY TRAFFIC CONTROL SUCH AS

PIPE PLUGS, TEMPORARY C&G STRAIGHT END SECTIONS, TEMPORARY DRAINAGE STRUCTURE TOPS (FURNISH, INSTALL AND REMOVAL).

2. ITEM 110-1-1: INCLUDES ADDITIONAL EXCAVATION, AS NEEDED, WITHIN THE PAVEMENT RECONSTRUCTION LIMITS

IN ORDER TO CONSTRUCT ALL BASE AND STABILIZATION LAYERS.

3. ITEM 327-70-XX: INCLUDES REMOVAL OF BASE MATERIAL ENCOUNTERED DURING MILLING OPERATIONS, AND

PREPARATION OF EXPOSED BASE COURSE FOR RESURFACING.

SUMMARY OF PAY ITEMS

ITEM NO. PAY ITEM DESCRIPTION UNIT QUAN

SIGNING & PAVEMENT MARKINGS CONT.

711-11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10

GAP EXTENSION, 6"

GM 0.021

711-11-160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 8

711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 9

711-11-180 THERMOPLASTIC, STANDARD, WHITE, YIELD LINE LF 11

711-11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR

CHEVRON

LF 30

711-11-241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDE LINE /6-10

DOTTED EXTENSION LINE, 6"

GM 0.084

711-11-421 THERMOPLASTIC, STANDARD, BLUE, SOLID,6" LF 53

711-14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 662

711-14-160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE EA 14

711-16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 1.060

711-16-102 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 8" GM 0.030

711-16-131 THERMOPLASTIC, OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP OR

3-9 LANE DROP

GM 0.280

711-16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 1.010

SUMMARY OF PAY ITEMS

ITEM NO. PAY ITEM DESCRIPTION UNIT QUAN

LANDSCAPE ITEMS

580-1-2-1 RIVER BIRCH (4" CAL, 14' HT, BB)

EA 7

580-1-2-2 JAPANESE PRIVET (3" CAL, 10' HT, BB)

EA 30

580-1-2-3 SWEETBAY MAGNOLIA (4" CAL, 14' HT, BB)

EA 8

580-1-2-4 SOUTHERN LIVE OAK (4" CAL, 16' HT, BB)

EA 2

580-1-2-5 BALD CYPRESS (4" CAL, 16' HT, BB)

EA 13

580-1-2-6 CABBAGE PALM (10', 14', 18' CT, STAGGERED)

EA 15

580-2-2 RELOCATED CABBAGE PALM EA 12

580-1-1-1 SIMPSON'S STOPPER (3G)

EA 440

580-1-1-2 DWARF FIREBUSH (3G)

EA 258

580-1-1-3 LILY OF THE NILE (3G)

EA 388

580-1-1-4 STALKED BULBINE (1G)

EA 2564

580-1-1-5 BLAZING STAR (1G)

EA 690

580-1-1-6 STRING LILY (1G)

EA 721

580-1-1-7 PINK MUHLY GRASS (3G)

EA 293

580-1-1-8 FAKAHATCHEE GRASS (3G)

EA 148

SUMMARY OF PAY ITEMS

ITEM NO. PAY ITEM DESCRIPTION UNIT QUAN

LANDSCAPE ITEMS CONT.

580-1-1-9 SCARLET SAGE EA 288

580-1-1-10 COONTIE (3G)

EA 375

580-1-1-11 WIREGRASS (1G)

EA 54

580-1-1-12 BUTTONBUSH (7G)

EA 5

580-1-1-13 SILVER SAW PALMETTO (7G)

EA 6

580-1-1-14 WALTER'S VIBURNUM (7G)

EA 7

580-1-1-15 SIMPSON'S ZEPHYR LILY (1G)

EA 89

580-1-1-16 LIPPIA (1G)

EA 779

580-1-1-17 BLUE EYED GRASS (4" POT)

EA 584

580-1-1-18 PERENNIAL PEANUT (1G)

EA 524

580-1-1-19 WILD PETUNIA (1G)

EA 36

580-1-1-20 BLANKET FLOWER (1G)

EA 725

570-1-2A PERFORMANCE TURF, BAHIA SOD SF 968

570-1-2B PERFORMANCE TURF, ST. AUGUSTINE SOD SF 28188

580-1-1-21 CAPSTONE (12-18" L, 10-12" W) LS 1

590-70-1 RAIN BIRD RD-06-S-P30-F WITH 15 STRIP SERIES EA 106

590-70-2 RAIN BIRD RD-06-S-P30-F WITH HE-VAN SERIES EA 365

590-70-3 RAIN BIRD RD-12-S-P30-F WITH 15 STRIP SERIES EA 24

590-70-4 RAIN BIRD RD-12-S-P30-F WITH HE-VAN SERIES EA 361

590-70-5 RAIN BIRD 1800-PA-8S-PRS ON RISER WITH 15 STRIP SERIES EA 75

590-70-6 RAIN BIRD 1800-PA-8S-PRS ON RISER WITH HE-VAN SERIES EA 22

590-70-7 RAIN BIRD PESB REMOTE CONTROL VALVE EA 17

590-70-8 ZURN 720A 1-1/2" PRESSURE VACUUM BREAKER EA 1

590-70-9 RAIN BIRD ESP8LXME-LXMM-LXMMPED WITH (01) ESPLXMSM4

EA 1

590-70-10 RAIN BIRD RSD-CEX RAIN SENSOR EA 1

590-70-11 WATER METER 2" EA 1

590-70-12 1"-3" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 LF 15120

590-70-13 3" IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 LF 1860

591-1-48 2"-6" PIPE SLEEVE: PVC SCHEDULE 40 LF 1860

SUMMARY OF PAY ITEMS

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\CESSRD01.dwg

Armando Perez

4/13/2018 10:22:56 AM

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

TYPICAL SECTION 1

CASSELTON DRIVE

STA. 2+24.00 TO STA. 4+33.00

MILLING

MILL EXISTING ASPHALT PAVEMENT (2

" AVG. DEPTH)

EXIST. CONCRETE

SIDEWALK

REMOVE EXIST. CONCRETE SIDEWALK

R/W LINE

R/W LINE

CONST. CASSELTON DR

EXIST. CURB & GUTTER

50' MILLING AND RESURFACING

40' R/W 40' R/W

6'

6'

4" CONCRETE SIDEWALK

REPLACE DAMAGED SIDEWALK

(SEE PLANS FOR LOCATIONS)

M .E

VARIES

(4'-8')

7'

13' 12' 12' 13'

M .E

TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE

LEGEND

EXISTING TRAVEL LANE

RESURFACING

WMA TYPE SP 9.5 (LEVEL B) (2

(REFER TO CITY SPEC. CASB 334)

EXIST. GROUND

EXIST. GROUND

CURB AND GUTTER TYPE F

MILLING CONTROL POINT

(CROWN POINT)

SPP LT

VAR

IES

(0.0 15 -

0.0 11)

REMOVE EXIST. CONCRETE SIDEWALK

R/W LINE

CONST. CASSELTON DR

MILLING & RESURFACING

6'

4" CONCRETE SIDEWALK

VARIES

(4'-8')

13' 12'

TRAVEL LANE TRAVEL LANE

EXIST. CURB & GUTTER

M.E.

LIMITS OF OVERBUILD

REMOVE EXIST. CONCRETE SIDEWALK

R/W LINE

CONST. CASSELTON DR

LIMITS OF

OVERBUILD

MILLING & RESURFACING

6'

4" CONCRETE SIDEWALK

VARIES

(4'-8')

13' 12'

TRAVEL LANE TRAVEL LANE

CURB AND GUTTER

TYPE F

SPP LT

M.E.

MILLING CONTROL POINT

(BREAK POINT)

M .E

SOUTHBOUND DETAIL 1

STA. 2+24.00 TO STA. 2+65.00

SOUTHBOUND DETAIL 2

STA. 2+65.00 TO STA. 3+00.00

SPECIAL PROFILE POINTSPP

MATCH EXISTINGM.E.

0.02

0.02

SEE DETAIL 1 & 2 (TYP.)

0.02

V A R I E S

(0 .0

.0

SHEET 10

STD.

CLEARING &

GRUBBING

STD.

CLEARING &

GRUBBING

STD.

CLEARING &

GRUBBING

REMOVE EXIST.

CURB & GUTTER

REMOVE EXIST. CURB & GUTTER

TYPICAL SECTION 1

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\TYPSRD01.dwg

Armando Perez

4/13/2018 10:23:31 AM

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

TYPICAL SECTION 2

STA. 4+33.00 TO STA. 15+00.00

STA. 20+00.00 TO STA. 22+23.47

RESURFACING

WMA TYPE SP 9.5 (LEVEL B) (2

(REFER TO CITY SPEC. CASB 334)

12'

VARIES

(12'-24.5')

VARIES8'

VARIES

(0'-10')

6'

VARIES

(6' MIN.)

VARIES

CONST. CASSELTON DR

R/W LINE

4" CONCRETE SIDEWALK

4" CONCRETE SIDEWALK

CURB AND GUTTER

TYPE F

CURB AND GUTTER

TYPE F

EXIST. SIDEWALK

TO BE REMOVED

EXIST. SIDEWALK

TO BE REMOVED

EXIST. GROUND

EXIST. GROUND

MILLING & RESURFACING

SPP RT

SPP LT

STANDARD

CLEARING &

GRUBBING

R/W VARIES (40' TO 32')R/W VARIES (40' TO 48')

SOD

.0

.0

.0

.0

RAINGARDEN/

BIOSWALE

SOD SODTRAVEL LANE TRAVEL LANE

R/W LINE

VARIABLE DEPTH MILLING

SEE DETAIL 3 THRU 5

SHEET 13

SEE DRAINAGE DETAILS FOR

RAINGARDEN/BIOSWALE DESIGN

LEGEND

PROPOSED TRAVEL LANE

MILLING

MILL EXISTING ASPHALT PAVEMENT (2

" AVG. DEPTH)

PROFILE

GRADE POINT

SPECIAL PROFILE POINTSPP

NOTES

1. WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS

SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE

OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE

LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON THE PLANS.

2. IN AREAS BETWEEN PROPOSED BACK OF CURB AND EXISTING

BACK OF CURB, EXCAVATE EXISTING ROAD BASE MATERIAL

TO A DEPTH OF 12 INCHES BELOW THE EXISTING ROADWAY

BASE. BACKFILL THE AREA USING SOIL MEETING THE

REQUIREMENTS OF THE SPECIFICATION.

3. LIMEROCK MAY BE ENCOUNTERED DURING MILLING OPERATION

(MILL TO DEPTH). REMOVE ANY LOOSE OR BROKEN ASPHALT,

ROLL EXPOSED BASE COURSE WITH MIN. 2 PASSES OF A

5 TO 12 TON ROLLER, AND PLACE BITUMINOUS PRIME COAT

MATERIAL ON BASE PRIOR TO RESURFACING.

12" (TYP.)

EXISTING ROAD EXCAVATION

LIMITS OF OVERBUILD

SEE DETAIL 1 & 2

2' "V" DITCH LT. 2' "V" DITCH RT.

SEE DITCH DETAIL

SEE DITCH DETAIL

DITCH DETAIL

℄ DITCH OFFSET 3' FROM R/W LINE

R/W LINE

EXIST.

GROUND

CONTROL POINT

VARIES

(1:3 OR FLATTER)

VARIES

(1:3 OR FLATTER)

2' WIDE

(TYP.)

DITCH LT 1 - STA. 5+00 TO 7+50

DITCH LT 2 - STA. 9+38 TO 12+40

DITCH LT 3 - STA. 14+77 TO 17+28

DITCH LT 4 - STA. 19+76 TO 21+50

DITCH RT 1 - STA. 7+40 TO 11+64 (MIRROR FOR RT SIDE)

DITCH RT 2 - STA. 15+28 TO 18+46 (MIRROR FOR RT SIDE)

4" CONCRETE SIDEWALK

1'

TYP.

℄ DITCH

EXIST.

GROUND

SHEET 10

STANDARD

CLEARING &

GRUBBING

STANDARD

CLEARING &

GRUBBING

STANDARD

CLEARING &

GRUBBING

VARIES (24' - 36.5')

REMOVE EXIST. CURB & GUTTER

REMOVE EXIST. CURB & GUTTER

TYPICAL SECTION 2

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\TYPSRD01.dwg

Armando Perez

4/13/2018 10:23:32 AM

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

TYPICAL SECTION 3

STA. 15+00.00 TO STA. 17+00.00

RESURFACING

WMA TYPE SP 9.5 (LEVEL B) (2

(REFER TO CITY SPEC. CASB 334)

12' 12'VARIES8'

VARIES

(0'-7')

6'

VARIES

(6' MIN.)

VARIES

CONST. CASSELTON DR

R/W LINE

4" CONCRETE SIDEWALK

4" CONCRETE SIDEWALK

CURB AND GUTTER

TYPE F

CURB AND GUTTER

TYPE F

EXIST. SIDEWALK

TO BE REMOVED

EXIST. SIDEWALK

TO BE REMOVED

EXIST. GROUND

EXIST. GROUND

12' MILLING &

RESURFACING

SPP RT

SPP LT

STANDARD

CLEARING & GRUBBING

R/W VARIES (36' TO 32')R/W VARIES (44' TO 48')

SOD

.0

.0

.0

.0

RAINGARDEN 2

SOD SODTRAVEL LANE TRAVEL LANE

R/W LINE

SEE DRAINAGE DETAILS FOR

RAINGARDEN/BIOSWALE DESIGN

STD.

CLEARING

& GRUBBING

LEGEND

PROPOSED TRAVEL LANE

MILLING

MILL EXISTING ASPHALT PAVEMENT (2

" AVG. DEPTH)

PROFILE

GRADE POINT

SPECIAL PROFILE POINTSPP

12' PAVEMENT

RECONST.

RECONSTRUCTION

WMA TYPE SP 9.5 (LEVEL B) (2

(REFER TO CITY SPEC. CASB 334)

OPTIONAL BASE GROUP 9 (10")

TYPE B STABILIZATION

(LBR 40)

12"

EXISTING ROAD EXCAVATION

LIMITS OF

OVERBUILD

SEE DETAIL 1 & 2

SHEET 10

12" (TYP.)

2' "V" DITCH LT.

SEE DITCH DETAIL

2' "V" DITCH RT.

SEE DITCH DETAIL

STD.

CLEARING

GRUBBING

STD.

CLEARING

& GRUBBING

REMOVE EXIST. CURB & GUTTER

REMOVE EXIST. CURB & GUTTER

TYPICAL SECTION 3

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\TYPSRD01.dwg

Armando Perez

4/13/2018 10:23:40 AM

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

TYPICAL SECTION 4

STA. 17+00.00 TO STA. 20+00.00

12'

VARIES (12'-20.5')

SOD

VARIES

8'

VARIES

(0'-10')

6'

VARIES

(6' MIN.)

VARIES

CONST. CASSELTON DR

R/W LINE

4" CONCRETE SIDEWALK

4" CONCRETE SIDEWALK

CURB AND GUTTER

TYPE F

CURB AND GUTTER

TYPE F

EXIST. SIDEWALK

TO BE REMOVED

EXIST. SIDEWALK

TO BE REMOVED

EXIST. GROUND

EXIST. GROUND

SPP RT

SPP LT

STD.

CLEARING &

GRUBBING

R/W VARIES (40' TO 36')R/W VARIES (40' TO 44')

SOD

.0

.0

.0

.0

SOD SODTRAVEL LANE TRAVEL LANE

R/W LINE

STD.

CLEARING

& GRUBBING

LEGEND

PROPOSED TRAVEL LANE

PROFILE

GRADE POINT

SPECIAL PROFILE POINTSPP

PAVEMENT

RECONSTRUCTION

VARIES (24'-32.5')

RECONSTRUCTION

WMA TYPE SP 9.5 (LEVEL B) (2

(REFER TO CITY SPEC. CASB 334)

OPTIONAL BASE GROUP 9 (10")

TYPE B STABILIZATION

(LBR 40)

12"

EXISTING ROAD EXCAVATION

12" (TYP.)

2' "V" DITCH LT.

SEE DITCH DETAIL

2' "V" DITCH RT.

SEE DITCH DETAIL

STD. CLEARING & GRUBBING

REMOVE EXIST. CURB & GUTTER

REMOVE EXIST. CURB & GUTTER

TYPICAL SECTION 4

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\TYPSRD01.dwg

Armando Perez

4/13/2018 10:23:47 AM

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

CONST. CASSELTON DR

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

3.5'

SOD

TYPICAL SECTION 5

CASSELTON DRIVE

STA. 22+23.47 TO STA. 27+20.00

50' R/W 50' R/W

R/W LINE R/W LINE

24.6' 24.3'19.5'

MILLING AND RESURFACING MILLING AND RESURFACING

M

E

12' 12.6'

M .E

M.E.

12.3' 12'

M .E

.0

1:4 OR FLATTER

M.E.

LEGEND

EXISTING TRAVEL LANE

MATCH EXISTING

4" CONCRETE SIDEWALK

6'

STD.

CLEARING

& GRUBBING

SOD

VAR.

TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE

MILLING

MILL EXISTING ASPHALT PAVEMENT (2

" AVG. DEPTH)

RESURFACING

WMA TYPE SP 9.5 (LEVEL B) (2

(REFER TO CITY SPEC. CASB 334)

EXIST. GROUND

EXIST. GROUND

CURB AND GUTTER

TYPE F

EXIST. SIDEWALK

TO BE REMOVED

6'

.0

4" CONCRETE SIDEWALK

1:6 OR FLATTER

STD.

CLEARING

& GRUBBING

SOD

VAR.

SPP

SPP SPECIAL PROFILE POINT

REMOVE EXIST. CURB & GUTTER

TYPICAL SECTION 5

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\TYPSRD01.dwg

Armando Perez

4/13/2018 10:23:54 AM

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

EXIST. CONCRETE

SIDEWALK

EXIST. CONCRETE

SIDEWALK

℄ CONST. GREENCASTLE BLVD

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

EXIST. CURB & GUTTER

24.6' 24.6'

50' R/W50' R/W

VARIES

6'

19.6'

TYPICAL SECTION 6

GREENCASTLE BOULEVARD

STA. 52+04.00 TO STA. 57+09.71

REPLACE AND REPAIR DAMAGED SIDEWALK

(SEE PLANS FOR LOCATIONS)

M .E

M .E

MILLING AND RESURFACING MILLING AND RESURFACING

12' 12.6' 12.6' 12'

M .E

M .E

MILLING

MILL EXISTING ASPHALT PAVEMENT (2

" AVG. DEPTH)

RESURFACING

WMA TYPE SP 9.5 (LEVEL B) (2

(REFER TO CITY SPEC. CASB 334)

TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE

R/W LINE

NEW SIDEWALK CONSTRUCTION

STA. 54+52.92 TO STA. 55+82.18

6'

1'

EXIST. CURB &

GUTTER

M .E

4" CONC. SIDEWALK

0.02

TRAVEL

LANE

M.E.

LEGEND

EXISTING TRAVEL LANE

MATCH EXISTING

EXIST. GROUND

EXIST. GROUND

(6'-10')

R/W LINE

R/W LINE

TYPICAL SECTION 6

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\TYPSRD01.dwg

Armando Perez

4/13/2018 10:24:01 AM

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

0.020.

TUR

NOU

T/ S

IDEST

REE

T

0.020.

CONST. CASSELTON DR

CONST. CASSELTON DR

12' 12'

12' 12'

LIMITS OF OVERBUILD

LIMITS OF OVERBUILD

LIMITS OF RESURFACINGLIMITS OF RESURFACING

LIMITS OF RESURFACING

EXIST. BASE

EXIST. ASPHALT PAVEMENT

EXIST. BASE

EXIST. ASPHALT PAVEMENT

EXIST. VALLEY GUTTER

TO BE REMOVED

BACKFILL WITH

OPTIONAL BASE GROUP 1 (4")

WMA TYPE SP 12.5 (LEVEL B) OVERBUILD

SEE SUMMARY OF OVERBUILD TABLE FOR

DEPTHS OF OVERBUILD.

EXIST. BASE

EXIST. ASPHALT PAVEMENT

WMA TYPE SP 12.5 (LEVEL B) OVERBUILD

SEE SUMMARY OF OVERBUILD TABLE FOR

DEPTHS OF OVERBUILD.

WMA TYPE SP 9.5 (LEVEL B) (2 ƀ")

WMA TYPE SP 9.5 (LEVEL B) (2 ƀ")

WMA TYPE SP 9.5 (LEVEL B) (2 ƀ")

VARIABLE DEPTH OVERBUILD

DETAIL 2 - SIDE STREETS AND TURNOUTS

VARIABLE DEPTH OVERBUILD

DETAIL 1 - CASSELTON DRIVE

MILLED SURFACE

MILLED SURFACE

MILLED SURFACE

OVERBUILD (AS NEEDED)

FINAL STRUCTURAL LAYER

LEGEND

VARIES

SEE SUMMARY OF OVERBUILD

TABLE FOR LOCATIONS, AND AREAS

OF OVERBUILD

VARIES

LIMITS OF OVERBUILD

VARIES

TYPICAL SECTION 7

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\TYPSRD01.dwg

Armando Perez

4/13/2018 10:24:07 AM

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

SUMMARY OF OVERBUILD - MAINLINE

STATION SB TRAVEL LANE NB TRAVEL LANE MAX. DEPTH

OF OVERBUILD

(IN.)

WIDTH OF

OVERBUILD

(FT.)

AVG. DEPTH

OF OVERBUILD

(IN.)

AREA OF

OVERBUILD

(SQ. FT.)

WMA TYPE SP

12.5

(LEVEL B)

OVERBUILD

(TN)

EXIST. SLOPE

PROPOSED

SLOPE (%)

EXIST. SLOPE

PROPOSED

SLOPE (%)

2+65 (-) 4.0 M.E.

(-) 2.2 M.E. 0.00 0.0 0.00 0.0 0.0

3+00 (-) 2.4 (-) 1.5 (-) 2.0 M.E. 2.64 11.6 2.64 1.3 2.0

3+50 (-) 2.4 (-) 1.3 (-) 2.9 M.E. 3.30 18.3 1.65 2.2 7

4+00 (-) 2.7 (-) 1.2 (-) 2.5 M.E. 4.44 24.8 2.22 7.9 20

4+50 (-) 2.6 (-) 1.1 (-) 1.9 (-) 2.3 4.80 42.0 2.40 8.6 32.7

5+00 (-) 2.0 (-) 0.9 (-) 0.1 (-) 0.2 1.86 36.8 0.93 1.7 20.4

5+25 (-) 2.6 (-) 1.0 (+) 0.1 (+) 1.0 2.22 36.0 1.11 2.0 3.9

5+50 (-) 0.4 (-) 1.0 (+) 0.1 (+) 1.0 1.38 30.0 0.69 1.0 3.4

5+75 (-) 0.3 (-) 1.0 (+) 0.4 (+) 1.0 1.32 29.4 0.66 1.1 2.4

6+00 (-) 2.3 (-) 1.0 (+) 0.7 (+) 1.0 2.40 35.4 1.20 3.1 4.5

6+25 (-) 1.6 (-) 1.0 (+) 1.3 (+) 1.0 4.20 30.0 2.10 8.5 11.9

6+50 (-) 2.7 (-) 1.0 (+) 0.5 (+) 1.0 4.74 26.3 2.37 5.9 14.5

6+75 (-) 1.2 (-) 1.0 (+) 0.6 (+) 1.0 2.22 24.1 1.110 3.2 9.2

7+00 (-) 1.8 (-) 1.0 (+) 0.6 (+) 1.0 2.16 24.0 1.080 2.2 5.5

7+25 (-) 3.9 (-) 1.0 (+) 0.2 (+) 1.0 5.16 24.0 5.280 3.5 5.7

7+50 (-) 1.9 (-) 1.4 (-) 0.3 (+) 0.2 1.86 24.1 0.930 2.5 5.9

8+00 (-) 2.7 (-) 2.1 (-) 2.1 (-) 2.5 1.920 37.0 0.960 3.7 12.3

8+50 (-) 2.5 (-) 2.7 (-) 2.5 (-) 2.5 0.840 24.0 0.420 1.2 9.7

9+00 (-) 3.0 (-) 2.2 (-) 2.2 (-) 2.0 1.320 24.0 0.660 2.3 6.9

9+50 (-) 1.4 (-) 2.0 (-) 1.7 (-) 2.0 2.520 24.0 1.260 3.8 12.1

10+00 (+) 0.2 (-) 2.0 (-) 1.7 (-) 2.0 2.160 18.7 1.080 2.2 12

10+50 (+) 2.0 (-) 2.0 (-) 2.0 (-) 2.0 3.650 18.5 2.822 4.4 13

11+00 (+) 2.0 (-) 2.0 (-) 2.0 (-) 2.0 3.160 18.0 2.407 3.6 15.8

11+50 (-) 3.2 (-) 2.0 (-) 2.6 (-) 2.0 1.610 24.0 1.090 2.2 11.5

SUB TOTAL 242.3

GRAND TOTAL 446.9

TYPICAL SECTION 8

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\TYPSRD01.dwg

Armando Perez

4/13/2018 10:24:08 AM

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

SUMMARY OF OVERBUILD - SIDESTREETS & TURNOUTS

STATION to STATION DESCRIPTION

MAX. DEPTH

OF OVERBUILD

(IN.)

AVG. DEPTH

OF OVERBUILD

(IN.)

SURFACE AREA

OF OVERBUILD

(SQ. FT.)

WMA TYPE

SP 12.5

(LEVEL B)

OVERBUILD

(TN)

3+90.00 to 4+67.62 DEALERSHIP TURNOUT 5.0 3.6 750 21.4

6+04.20 to 6+63.16 BLAINE TERRACE (1) 3.0 1.7 1021 10.7

8+46.95 to 9+10.87 TURNOUT 1 6.0 2.8 1123 19.3

11+83.08 to 12+67.81 BLAINE TERRACE (2)

5.4 2.9 1455 25.7

12+70.03 to 13+31.72 TURNOUT 2 7.5 4.6 1065 30.0

17+45.78 to 17+91.95 TURNOUT 3 3.4 1.1 665 4.3

18+58.52 to 19+26.24 GREENWOOD STREET 4.0 1.7 1208 12.8

21+90.04 to 22+35.47 GREENCASTLE BLVD. S RETURN 6.0 1.6 864.0 8.4

22+81.47 to 23+13.44 GREENCASTLE BLVD. N RETURN 4.0 1.6 516.0 4.9

TOTAL 137.5

SUMMARY OF OVERBUILD - MAINLINE

STATION SB TRAVEL LANE NB TRAVEL LANE MAX. DEPTH

OF OVERBUILD

(IN.)

WIDTH OF

OVERBUILD

(FT.)

AVG. DEPTH

OF OVERBUILD

(IN.)

AREA OF

OVERBUILD

(SQ. FT.)

WMA TYPE SP

12.5

(LEVEL B)

OVERBUILD

(TN)

EXIST. SLOPE

PROPOSED

SLOPE (%)

EXIST. SLOPE

PROPOSED

SLOPE (%)

12+00 (-) 3.2 (-) 2.0 (-) 2.6 (-) 2.0 3.300 24.0 2.305 4.6 13.5

12+50 (-) 3.0 (-) 2.0 (-) 2.6 (-) 2.0 3.700 24.0 3.020 6.0 21.1

13+00 (-) 2.1 (-) 2.0 (-) 2.1 (-) 2.0 2.900 24.0 2.195 4.4 20.7

13+50 (-) 2.2 (-) 2.0 (-) 1.2 (-) 2.0 2.600 24.0 2.315 4.6 17.9

14+00 (+) 1.5 (-) 2.0 (-) 1.5 (-) 2.0 4.100 24.0 2.935 5.9 20.8

14+50 (+) 2.3 (-) 2.0 (-) 2.3 (-) 2.0 5.100 24.0 3.340 6.7 25

15+00 (+) 2.3 (-) 2.0 (-) 2.3 (-) 2.0 4.300 12.0 3.900 3.9 20.9

15+50 (+) 2.6 (-) 2.0 (-) 2.6 (-) 2.0 4.200 12.0 3.580 3.6 18.7

16+00 (+) 2.3 (-) 2.0 (-) 2.3 (-) 2.0 3.050 12.0 2.510 2.5 12.1

16+50 (+) 2.3 (-) 2.0 (-) 2.3 (-) 2.0 2.400 12.0 2.270 2.3 9.5

17+00 (-) 2.9 (-) 2.0 (-) 2.7 (-) 2.0 0.000 0.0 0.000 0.0 4.7

20+00 (-) 1.6 (-) 1.7 (-) 1.9 (-) 1.4 0.000 0.0 0.000 0.2 0.4

20+50 (-) 3.4 (-) 1.3 (-) 0.7 (-) 1.2 2.300 20.5 0.780 1.3 3

21+00 (-) 1.8 (-) 1.0 (-) 3.7 (-) 1.6 1.900 15.0 1.000 1.3 5.2

21+50 (-) 2.0 (-) 0.6 (-) 4.0 (-) 2.4 2.000 22.0 0.980 1.8 6

22+00 (-) 2.4 (-) 2.4 (-) 3.0 (-) 2.3 0.500 8.0 0.375 0.4 4.3

22+50 (-) 0.7 M.E.

(-) 1.8 M.E. 0.500 0.0 0.000 0.0 0.8

SUB TOTAL 204.6

TYPICAL SECTION 9

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\TYPSRD01.dwg

Armando Perez

4/13/2018 10:24:15 AM

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

VARIABLE DEPTH MILLING

DETAIL 4

STA. 10+00 TO 11+50

MILLED SURFACE

VARIABLE DEPTH MILLING

DETAIL 3

STA. 5+00 TO 6+00

EXISTING BASE

EXISTING PAVEMENT

MILLING CONTROL POINT

CONSTANT DEPTH MILLING (2.5")

VARIES

(0'-6')

PROFILE

GRADE POINT

VARIABLE DEPTH

MILLING (2.5" TO 4")

0.02

0.

VARIES (18'-24')

CURB AND GUTTER

TYPE F

CURB AND GUTTER

TYPE F

CONSTANT DEPTH MILLING (2.5")

VARIABLE DEPTH

MILLING (2.5" TO 4")

VARIESVARIES (0'-18')

MILLING CONTROL POINT

AND SPP LT

SPP RT

MILLED SURFACE

EXISTING BASE

EXISTING PAVEMENT

CURB AND GUTTER

TYPE F

CURB AND GUTTER

TYPE F

12' TRAVEL LANE (SB) TRAVEL LANE VARIES (NB)

PROFILE GRADE POINT

(23.3'-24.8')

CURB AND GUTTER

TYPE F

EXISTING BASE

EXISTING PAVEMENT

MILLED SURFACE

MILLING CONTROL POINT

AND SPP RT

EXIST. CURB TO REMAIN

(AS APPLICABLE)

TRAVEL LANE VARIES (NB)

VARIABLE DEPTH MILLING

DETAIL 5

STA. 20+00 TO 22+00

VARIABLE DEPTH MILLING

(2.5" TO 4.5")

CONSTANT

DEPTH

MILLING (2.5")

VARIES (14'-25') VARIES

CROSS SLOPE VARIES

(0.012 TO 0.024)

EXISTING PAVEMENT

CROSS SLOPES

STATION SB/NB

5+00 0.024

5+25 0.002

5+50 0.003

5+75 0.003

6+00 0.003

EXISTING PAVEMENT

CROSS SLOPES

STATION SB

10+00 0.008

10+50 0.020

11+00 0.020

11+50 0.032

EXISTING PAVEMENT

CROSS SLOPES

STATION NB

20+00 0.016

20+50 0.034

21+00 0.018

21+50 0.020

22+00 0.024

0.

0.

CONST. CASSELTON DR.

CONST.

CASSELTON DR.

LEGEND

SPP SPECIAL PROFILE POINT

TYPICAL SECTION 10

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\TYPSRD01.dwg

Armando Perez

4/13/2018 10:24:15 AM

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

S H

E E

T

SHEET 2

SHEET 3

SHEET 4 SHEET 5

SHEET 6

0+

5+

10+00 15+00 20+00

25+00

27+20

+0

+0

+5

L1

L7

L2 L3 L4 L5 L6

CURVE BL1 CURVE BL10

CURVE BL7

CURVE BL6

CURVE BL2

CURVE BL3

CURVE BL4

CURVE BL5

CURVE BL8

CURVE BL9

Line Table: Alignments

Line #

L1

L2

L3

L4

L5

L6

L7

L8

L9

Length

502.84

183.66

93.37

175.21

238.02

305.36

546.31

336.06

320.89

Direction

N 67° 31' 43" E

N 22° 23' 37" W

N 22° 23' 37" W

N 22° 23' 37" W

N 22° 23' 37" W

N 22° 23' 37" W

N 00° 59' 42" W

N 67° 45' 51" E

N 89° 00' 18" E

Start Point

(556794.417,1555264.388)

(557340.855,1555653.358)

(557249.533,1555895.991)

(557177.813,1556049.053)

(557089.709,1556283.875)

(556962.884,1556570.675)

(556819.457,1556983.906)

(556092.213,1556915.653)

(556497.157,1557062.121)

End Point

(557259.077,1555456.584)

(557270.888,1555823.163)

(557213.962,1555982.320)

(557111.065,1556211.047)

(556999.033,1556503.942)

(556846.551,1556853.009)

(556809.970,1557530.137)

(556403.283,1557042.825)

(556818.001,1557067.694)

CURVE DATA

CURVE NO.

CURVE BL1

CURVE BL2

CURVE BL3

CURVE BL4

CURVE BL5

CURVE BL6

CURVE BL7

CURVE BL8

CURVE BL9

CURVE BL10

CURVE BL11

P.C.

STATION

5+02.84

9+23.14

9+61.15

10+92.54

11+30.56

13+81.80

13+43.78

16+57.84

16+95.85

20+39.23

53+36.06

P.I.

STATION

6+53.42

9+42.22

9+80.23

11+11.62

11+49.64

14+00.88

13+62.86

16+76.92

17+14.93

21+07.25

53+84.82

P.T.

STATION

7+39.48

9+61.15

9+99.17

11+30.56

11+68.58

14+19.82

13+81.80

16+95.85

17+33.87

21+73.69

54+32.45

Delta (Δ)

089° 55' 20"

012° 06' 05"

012° 06' 05"

012° 06' 05"

012° 06' 05"

012° 06' 05"

012° 06' 05"

012° 06' 05"

012° 06' 05"

021° 23' 55"

021° 14' 27"

T

150.58

19.08

19.08

19.08

19.08

19.08

19.08

19.08

19.08

68.02

48.75

L

236.64

38.02

38.02

38.02

38.02

38.02

38.02

38.02

38.02

134.45

96.39

R

150.78

180.00

180.00

180.00

180.00

180.00

180.00

180.00

180.00

360.00

260.00

L8

L9

C U

R

VE

B L1

BEGIN PROJECT

STA. 2+24.00

END PROJECT

STA. 27+20.00

SITE BENCHMARK

2+08.89

38.51 LT.

SSMC TRAV. PT.

ELEVATION 84.00

SITE BENCHMARK

6+08.13

31.51 RT.

SSMC TRAV. PT.

ELEVATION = 82.54

SITE BENCHMARK

12+27.36

26.94 RT.

SSMC TRAV. PT.

ELEVATION = 82.24

SITE BENCHMARK

18+62.43

34.73 LT.

SSMC TRAV. PT.

ELEVATION = 83.63

SITE BENCHMARK

23+10.63

11.24 RT.

SSMC TRAV. PT.

ELEVATION = 83.32

SITE BENCHMARK

26+77.35

16.37 LT.

FOUND NAIL AND DISC

"TINKLEPAUGH"

ELEVATION = 86.32

SITE BENCHMARK

52+03.01

51.10 RT.

SSMC TRAV. PT.

ELEVATION = 84.38

SITE BENCHMARK

20+16.15

40.00 LT.

FOUND NAIL AND DISC

"LB 3778"

SHEET 7

PROJECT LAYOUT

CITY OF CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

P:\Projects\CASSELBERRY\FW2555_CASSELTON\CAD\DESIGN\PLAYRD01.dwgLee Mullon 4/9/2018 2:49:06 PM

N

1" = 200'

PW 1409

The Balmoral Group 165 Lincoln Avenue

Winter Park, FL 32789 Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

GENERAL:

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH, AND CONFORM TO THE MOST STRINGENT REQUIREMENTS OF THE

PROJECT SPECIFICATIONS, THE LATEST EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (AND SUPPLEMENTS THERETO), AND CITY OF CASSELBERRY

CONSTRUCTION STANDARDS AND SPECIFICATIONS.

2. ANY DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION.

3. UTILITY LOCATIONS IF SHOWN HEREON ARE BASED ON FIELD LOCATION OF MARKINGS BY UTILITY COMPANY

REPRESENTATIVES, SURFACE FEATURES AND CONSTRUCTION PLANS MADE AVAILABLE TO THE SURVEYOR AND ENGINEER.

4. EASEMENTS OR RIGHTS OF WAY THAT APPEAR ON RECORDED PLANS OR THAT HAVE BEEN FURNISHED TO THE SURVEYOR

BY OTHERS HAVE BEEN INCORPORATED INTO THESE DRAWINGS WITH APPROPRIATE NOTATION. OTHER EASEMENTS MAY

BE DISCOVERED BY A SEARCH OF THE PUBLIC RECORDS.

5. VERTICAL INFORMATION SHOWN HEREON REFERS TO SEMINOLE COUNTY CONTROL POINT GPS-0309/CROAKER WITH

PUBLISHED ELEVATION 84.337 (NAVD 88)

6. THE HORIZONTAL FEATURES SHOWN ON THE MAP REFER TO A SEMINOLE COUNTY CONTROL POINTS GPS0309/CROAKER

AND GPS-308 FLOUNDER AND IS RELATIVE TO NORTH AMERICAN DATUM, NAD 1983, 1990 ADJUSTMENT, STATE PLANE

COORDINATE SYSTEM, FLORIDA EAST ZONE.

7. DIMENSIONS ARE SHOWN IN UNITED STATES STANDARD SURVEY FEET AND DECIMALS THEREOF.

8. RIGHT OF WAY INFORMATION SHOWN HEREON WAS DETERMINED BY FOUND MONUMENTATION, RECORDED PLATS, AND

INFORMATION OBTAINED ON THE SEMINOLE COUNTY PROPERTY APPRAISER SITE.

9. FOR ADDITIONAL UTILITY TEST HOLE INFORMATION, SEE SOUTHEASTERN SURVEYING AND MAPPING CORPORATION TEST

HOLE DATA REPORTS.

10. ALL PUBLIC LAND CORNERS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED BY

CONTRACTOR AS FOLLOWS: CORNERS AND MONUMENTS IN CONFLICT WITH THE WORK IN DANGER OF BEING DAMAGED, DESTROYED OR COVERED SHALL BE PROPERLY REFERENCED BY A REGISTERED LAND SURVEYOR IN ACCORDANCE WITH

THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINNING

WORK AT THAT SITE. THE CONTRACTOR SHALL RETAIN THE LAND SURVEYOR TO REFERENCE, AND RESTORE UPON

COMPLETION OF THE WORK, ALL SUCH CORNERS AND MONUMENTS AND SHALL FURNISH TO THE CITY LOCATION ENGINEER

A SIGNED AND SEALED COPY OF THE LAND SURVEYOR'S REFERENCE DRAWING. INCLUDE ALL COST OF REFERENCING, RESTORING AND PRESERVING IN THE BID UNIT PRICE FOR ITEM 101-1 MOBILIZATION.

11. ALL BENCH MARK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED AND REFERENCED BY THE

CONTRACTOR IN THE SAME WAY AS PUBLIC LAND CORNERS EXCEPT THAT THE LAND SURVEYORS SHALL NOT BE REQUIRED

TO RESTORE THE BENCH MARK UPON COMPLETION OF THE WORK. THE CONTRACTOR SHALL PROMPTLY TRANSMIT ALL

DISPLACED OR DAMAGED DISCS TO THE CITY ENGINEER, WHO SHALL NOTIFY THE GEODETIC INFORMATION CENTER.

INCLUDE ALL COST OF REFERENCING AND PROTECTING IN THE BID PRICE FOR ITEM 101-1 MOBILIZATION.

12. THE CONTRACTOR SHALL USE A STREET SWEEPER (USING WATER) OR OTHER EQUIPMENT CAPABLE OF CONTROLLING AND

REMOVING DUST. APPROVAL OF THE USE OF SUCH EQUIPMENT IS CONTINGENT UPON ITS DEMONSTRATED ABILITY TO DO

THE WORK. CLEARING AND SWEEPING IS TO BE INCLUDED IN ITEM 102-1 MAINTENANCE OF TRAFFIC.

13. ALL SALVAGEABLE AND/OR ANY SIGNING MATERIAL, INCLUDING SUPPORTS, WHICH ARE TO BE REMOVED, SHALL REMAIN

THE PROPERTY OF THE CITY. THEY SHALL BE LOADED, DELIVERED AND UNLOADED BY THE CONTRACTOR IN EXISTING

CONDITION AT THE MAINTENANCE FACILITY LISTED FOR THIS PROJECT. COST TO BE INCLUDED IN ITEM 110-86 DELIVERY OF

SALVAGEABLE MATERIALS.

14. IF SHEETING, SHORING, OR DEWATERING, INCLUDING WELL POINTS, ARE NECESSARY, THE CONTRACTOR SHALL MONITOR

AND CONTROL ALL WORK THAT MAY CAUSE CRACKING TO ANY ADJACENT BUILDING, STRUCTURE, OR PROPERTY AREA. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THESE OPERATIONS, COST OF SHEETING, SHORING, OR DEWATERING, INCLUDING WELL POINTS, AND ALL MONITORING COST SHALL BE INCLUDED IN THE RELATED BID ITEMS

FOR THE WORK BEING DONE.

15. ALL SOD AND PLANT MATERIALS SHALL BE SUBJECT TO INSPECTION BY THE CITY PRIOR TO PLACEMENT.

16. THE CONTRACTOR SHALL COORDINATE SELECTION, RIGHT OF ENTRY, AND REVIEW OF ANY PROPOSED STAGING AREAS

ASSOCIATED WITH THIS PROJECT WITH THE CITY STAFF DURING THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR CONTACTING CITY STAFF AT LEAST THREE BUSINESS DAYS PRIOR TO STAGING. AT THE END

OF THE PROJECT, THE STAGING AREA WILL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER. THE COST OF THE

STAGING AREA RESTORATION SHALL BE INCLUDED IN THE BID PRICE FOR MOBILIZATION, ITEM 101-1.

17. THE CONTRACTOR WILL RESTRICT PERSONNEL, THE USE OF EQUIPMENT AND THE STORAGE OF MATERIALS TO AREAS

WITHIN THE LIMITS OF CONSTRUCTION AS NOTED ON THE PLAN SHEETS. ANY OFF-SITE STORAGE AREA WILL REQUIRE

PRIOR REVIEW BY CITY STAFF.

18. ALL DETECTABLE WARNING DEVICES THAT ARE TO BE INSTALLED UNDER PAY ITEM 527-2 SHALL BE ARMOR TILE CAST IN

PLACE OR EQUIVALENT.

19. CONTRACTOR TO VIDEOTAPE AND PHOTOGRAPH PROJECT SITE PRIOR TO CONSTRUCTION AND PRESENT A COPY TO THE

CITY. THE COST OF THE VIDEOTAPE SHALL BE INCLUDED IN THE BID UNIT PRICE FOR ITEM 101-1 MOBILIZATION.

20. ALL GUIDE RAILS AT ALL LOCATIONS SHALL BE BLACK POWDER COATED.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS AND PROTECTION OF ALL EXISTING UTILITIES SHOWN, ALL

EXISTING UTILITIES NOT SHOWN, AND ALL PROPOSED UTILITIES ON THESE PLANS. EXISTING UTILITIES ARE TO REMAIN IN

SERVICE DURING CONSTRUCTION.

22. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL COMPLY

WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

23. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ANY TEMPORARY ROADWAY PATCHES THAT MAY OCCUR IN ORDER

TO REOPEN A ROADWAY WHILE CONSTRUCTION ACTIVITY PROGRESSES, UNTIL SUCH A TIME A PERMANENT PATCH CAN BE

INSTALLED.

24. THE CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL CITY, COUNTY, STATE, AND FEDERAL SAFETY AND

HEALTH REGULATIONS. IN PARTICULAR, THE "TRENCHING" AND "OPEN EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL

CURRENT O.S.H.A. REGULATORY REQUIREMENTS.

25. DURING CONSTRUCTION WHENEVER ANY PIPELINE IS LEFT UNATTENDED, TEMPORARY PLUGS SHALL BE INSTALLED AT ALL

OPENINGS. TEMPORARY PLUGS SHALL BE WATER TIGHT, AND OF SUCH DESIGN AS TO PREVENT CHILDREN AND ANIMALS

FROM ENTERING THE PIPE.

26. THERE SHALL BE NO WORK PERFORMED ON THE WEEKENDS, OR HOLIDAYS EXCEPT BY APPROVAL OF THE ENGINEER OF

RECORD, CITY PUBLIC WORKS DEPARTMENT AND WITH 48 HOURS PRIOR NOTICE.

27. CONTRACTOR SHALL COORDINATE WITH ALL OTHER UTILITY OWNERS FOR THE RESOLUTION OF CONFLICTS. ANY COSTS

INCURRED SHALL BE BORNE BY THE CONTRACTOR AND NO CLAIMS MAY BE MADE AGAINST THE PROJECT OWNER FOR

THESE CONFLICTS.

28. LOCATIONS OF THE EXISTING UTILITIES AS SHOWN ARE APPROXIMATE AND ARE BASED ON THE BEST INFORMATION

RECEIVED FROM THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE AND LOCATION OF ALL

ABOVE GROUND AND UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT THE UTILITY OWNERS AT LEAST SEVEN (7)

NORMAL WORKING DAYS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR ANY DELAYS

DUE TO HIS FAILURE TO LOCATE ALL EXISTING UTILITIES PRIOR TO (AND AHEAD OF) PLANNED CONSTRUCTION AREAS.

29. PIPE LENGTHS SHOWN ON THE PLANS ARE APPROXIMATE. ACTUAL LENGTHS ARE TO BE DETERMINED BY THE

CONTRACTOR DURING CONSTRUCTION.

30. SEPARATIONS BETWEEN UTILITIES SHALL COMPLY WITH THE MINIMUM REQUIRED FDEP HORIZONTAL AND VERTICAL

SEPARATION TABLE DETAIL.

31. ALL EXISTING AND NEW VALVES, VALVE BOXES, AND MANHOLES SHALL BE PROTECTED AND ADJUSTED TO FINISHED GRADE

AS SHOWN ON THE PLANS. ALL VALVES AND VALVE BOXES SHALL REMAIN ACCESSIBLE AT ALL TIMES. ALL VALVES THAT

MIGHT BE COVERED DURING CONSTRUCTION SHALL BE MARKED WITH A MARKER (GREEN FOR SEWER, BLUE FOR WATER

AND PURPLE FOR REUSE) THAT IS A MIN. OF 4 FEET ABOVE GRADE. CONTRACTOR TO COORDINATE VALVE CONTROL WITH

THE INSPECTOR. ALL VALVES UNDER CONSTRUCTION ARE TO REMAIN CLOSED DURING CONSTRUCTION.

32. ALL OPEN CUT AREAS TO BE COMPACTED TO 95% MODIFIED PROCTOR IN OPEN AREAS AND 98% MODIFIED PROCTOR

UNDER PAVEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR SOIL TESTING.

33. CONTRACTOR SHALL RESTRAIN PIPE AND FITTINGS IN ACCORDANCE WITH THE RESTRAINT TABLE SHOWN ON THE DETAIL

SHEETS. CONTRACTOR SHALL USE RESTRAINED JOINTS ONLY; NO CONCRETE THRUST BLOCKS OR THRUST COLLARS SHALL

BE PERMITTED.

34. CONTRACTOR SHALL INSTALL COMBINATION AIR-VACUUM RELEASE VALVES AT ALL HIGH POINTS ON ALL PRESSURE MAINS, OR AS DIRECTED BY THE ENGINEER.

35. WHERE MINIMUM SEPARATION BETWEEN UTILITIES IS REQUIRED, THE DISTANCE IS MEASURED FROM OUTSIDE EDGE OF

PIPE TO OUTSIDE EDGE OF PIPE.

36. PEDESTRIANS SHALL BE ACCOMMODATED WITH A SAFE, ACCESSIBLE TRAVEL PATH AROUND OR THROUGH WORK SITES

SEPARATED FROM MAINLINE TRAFFIC IN COMPLIANCE WITH THE AMERICAN WITH DISABILITIES ACT (ADA) STANDARDS FOR

TRANSPORTATION FACILITIES.

GENERAL NOTES (1)

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\GNNTRD01.dwg

Armando Perez

4/13/2018 10:24:35 AM

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

37. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED EROSION CONTROL, NPDES PERMITTING, BEST MANAGEMENT

PRACTICES AND ASSOCIATED PLANS AND PERMITS. EROSION CONTROL PRACTICES SHALL BE INSTALLED FOR THE

DURATION OF THE PROJECT AND ADJUSTED AS NEEDED TO MEET FIELD CONDITIONS.

38. ALL UTILITY CROSSINGS SHALL COMPLY WITH FDEP REGULATIONS.

39. THE CONTRACTOR SHALL FIELD VERIFY THE CONNECTION POINTS (INCLUDING, BUT NOT LIMITED TO, LOCATIONS AND

ELEVATIONS OF UTILITIES) PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED

TO THE ENGINEER OF RECORD IMMEDIATELY.

40. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO CONSTRUCTION.

41. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ANY UNSUITABLE MATERIAL FROM THEIR

OPERATION. FURNISHING AND COMPACTING SUITABLE REPLACEMENT BACKFILL MATERIAL SHALL BE IN ACCORDANCE WITH

ALL FEDERAL, STATE, AND LOCAL REGULATIONS.

42. THE ENGINEER OF RECORD AND OWNER SHALL BE GIVEN NOTICE OF ALL REQUESTED MEETINGS AND/OR TESTING

MEASURES RELATED TO THE PROJECT PER SPECIFICATIONS.

43. THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE UTILITIES COMPANIES, THE ENGINEER OF

RECORD, AND THE PROPERTY OWNER PRIOR TO INITIATING ANY EXCAVATION ACTIVITIES, OR

AS SPECIFIED BY THE UTILITY COMPANIES AND THE PERMITS OBTAINED FOR THE WORK PER

SPECIFICATIONS.

44. THE CONTRACTOR IS RESPONSIBLE FOR PROPER NOTIFICATION OF INSPECTING AUTHORITIES

BEFORE AND DURING CONSTRUCTION.

45. WHERE FORCE MAINS, WATER MAINS, OR REUSE MAINS ARE LAID WITHOUT USE OF FITTINGS, THE MAXIMUM DEFLECTION SHALL BE 80% OF THAT RECOMMENDED BY THE MANUFACTURER.

46. ONLY THE CITY OF CASSELBERRY STAFF SHALL OPERATE ALL EXISTING WATER,

WASTEWATER, AND RECLAIMED WATER EQUIPMENT, ELECTRICAL AND VALVING AND

CONNECTIONS TO EXISTING FACILITIES. THE CONTRACTOR SHALL COORDINATE EQUIPMENT

AND VALVE OPERATION WITH THE CITY STAFF. FOR OPERATION OF MAINS NOT OWNED BY THE

CITY OF CASSELBERRY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE

APPROPRIATE UTILITY REPRESENTATIVE.

47. ALL CONSTRUCTION MUST BE FULLY COMPLIANT WITH THE AMERICANS WITH DISABILITIES ACT, INCLUDING THE 2010 ADA

STANDARDS FOR ACCESSIBLE DESIGN.

48. RIP RAP SHALL MEET FDOT SPECIFICATIONS SECTION 530, AND SHALL CONSIST OF NATURAL STONE. BROKEN CONCRETE

SHALL NOT BE PERMITTED.

49. CONTRACTOR SHALL PROVIDE A MINIMUM OF 1 YEAR GUARANTEE AND MAINTENANCE FOR ALL LANDSCAPING INSTALLED

WITH THIS PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR ADDRESSING ALL FAILURES OR MAINTENANCE DURING

THE FIRST YEAR.

50. ALL PLANT AND TREE STOCK TO BE APPROVED BY THE CITY OF CASSELBERRY PRIOR TO INSTALLATION.

AS-BUILTS:

1. PRIOR TO FINAL PROJECT INSPECTION, THE CONTRACTOR SHALL PREPARE AND FURNISH THE

CITY THREE SETS OF CONSTRUCTION AS-BUILT PLANS AND ELECTRONIC AS-BUILTS

CONSISTENT WITH CITY AS-BUILT DRAWING SPECIFICATIONS.

2. "AS-BUILT" INFORMATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR SHALL EMPLOY THE SERVICES OF A SURVEYOR REGISTERED IN THE STATE OF

FLORIDA TO DETERMINE ALL "AS-BUILT" INFORMATION. UPON COMPLETION OF THE WORK,

THE CONTRACTOR SHALL PROVIDE UP TO THREE COPIES AND THE AUTOCAD .DWG DRAWING

FILE OF AS-BUILT DRAWINGS TO THE ENGINEER.

3. THE "AS-BUILT" DRAWINGS TO BE PREPARED BY THE CONTRACTOR AND SUBMITTED AT THE

TIME OF THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO

SERVICE WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER, SEWER

(INCLUDING STORM) AND REUSE LINES AT ALL CROSSINGS AND PARALLEL RUNS WHERE THE

HORIZONTAL SEPARATION IS LESS THAT 10 FEET. IN ADDITION, THE CENTER OF UNCUT

LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE DOCUMENTED ON THE

DRAWINGS AND ALL MITIGATION CONSTRUCTION MEASURES CLEARLY DEPICTED IN CASES

WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND

SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE.

UTILITY OWNER FACILITIES PHONE

TOWER CLOUD FIBER OPTIC (727) 471-5600

TECO ENERGY GAS (407) 420-6663

CENTURY LINK TELEPHONE, FIBER OPTIC (815) 451-1668

CITY OF WINTER PARK WATER

(407) 691-7803

CHARTER COMMUNICATIONS CATV, TELEPHONE, FIBER OPTIC, INTERNET (407) 532-8509

CITY OF CASSELBERRY WATER, SEWER (407) 262-7725 EXT 1235

DUKE ENERGY ELECTRIC (407) 905-3321

NETWORK RELATIONS FIBER OPTIC (877) 366-8344 EXT 2

UTILITY CONTACTS

NOTE: THIS LISTING IS PROVIDED AS AN AID TO THE CONTRACTOR. UTILITIES LISTED ARE THOSE WHICH ARE KNOWN TO HAVE FACILITIES WITHIN

THE GENERAL LOCATION OF THE PROJECT BUT SHALL NOT BE CONSIDERED ALL INCLUSIVE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY

AND ARRANGE FOR FIELD LOCATION OF ALL FACILITIES THAT ARE ENCOUNTERED DURING CONSTRUCTION.

GENERAL NOTES (2)

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\GNNTRD01.dwg

Armando Perez

4/13/2018 10:24:36 AM

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

B F O D

B

F

O

D

BFO(D)

BFO(D)

BFO(D)

BFO(D)

BFO(D)

BFO(D)

BFO(D)

BFO(D)

B F O D

B

F

O

D

B T D

B T D

B T D

B T D

B T D

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

B

T

D

B

T

D

B T D

B T D

BT(D)

BT(D)

BT(D)

BT(D)

B

T

D

B

T

D

B F O C D

BFOC(D)

N B

S R

CASSELTON DRIVE

R/W LINE

R/W LINE

£ CONST. CASSELTON DR

P

L A

Z

A

T

U

R

N

O

U

T

D E A L E R S H I P

T U R N O U T

REPLACE 6' CONC. SIDEWALK

REPLACE 6' CONC. SIDEWALK

P L A Z A

T U R N O U T

+58.02

39.93 RT

+70.02

39.93 RT

+41.18

39.89 RT

+47.18

39.89 RT

BEGIN 6' CONC. SIDEWALK

MATCH EXIST.

STA. 1+84.33, 54.87 LT

6' CONC. SIDEWALK

BEGIN 8' CONC. SIDEWALK

STA. 4+60.19, 38.00 LT

8' CONC. SIDEWALK

END VALLEY GUTTER

BEGIN CURB & GUTTER TYPE F

STA. 4+69.86, 24.79 LT

BEGIN CURB & GUTTER TYPE F

MATCH EXIST.

STA. 4+33.00, 24.71 RT

END CURB & GUTTER TYPE F

BEGIN DROP CURB

BEGIN VALLEY GUTTER

PER INDEX 520-001

STA. 4+90.12, 24.78 RT

+72.28

22.35 LT

+97.12

12.00 LT

+75.93

38.02 LT

+90.92

35.73 LT

+94.52

34.60 LT

+17.39

32.00 LT

+11.49

33.99 RT

END DROP CURB

END VALLEY GUTTER

PER INDEX 520-001

BEGIN CURB & GUTTER TYPE F

STA. 5+53.71, 24.00 RT

+02.84

12.00 LT

E

O

P

C

R

B

S

T

A

BEGIN DROP CURB

STA. 5+35.68, 40.00 RT

8' CONC. SIDEWALK

+85.73

59.96 LT

+15.75

40.00 LT

+02.84

40.00 LT

+85.74

55.00 RT

+05.76

40.00 RT

N 67° 31' 43" E

CURVE BL1

R 118.8'

R 50.0'

R 50.0'

R 50.0'

R 35'

EASEMENT LINE

BEGIN CONSTRUCTION

STA. 1+84.33 £ CONST. CASSELTON DR

+40.49

37.82 LT

CR-F

CR-F

CONST. STRAIGHT CURB END

PER INDEX 520-001

CR-F

CR-F

R 35'

R 25'

0+00 1+00 2+00 3+00 4+00 5+00

PC STA. 5+02.84

CR-F

+55.32

39.89 RT

+67.24

39.99 RT

+87.74

39.75 RT

+00.04

39.75 RT

+02.40

39.66 RT

B

I

O

S

W

A

L

E

BIOSWALE

+65.06

32.90 RT

+90.27

32.88 RT

+54.76

40.00 LT

2' DETECTABLE WARNING

BEGIN PROJECT

BEGIN RECONSTRUCTION

STA. 2+24.00 £ CONST. CASSELTON DR

BEGIN CURB & GUTTER TYPE F

MATCH EXIST.

STA. 2+65.00, 24.88 LT

END CURB & GUTTER TYPE F

BEGIN VALLEY GUTTER

PER INDEX 520-001

STA. 3+92.57, 24.81 LT

END 6' CONC. SIDEWALK

STA. 4+01.00, 37.55 LT

+02.53

40.00 LT

CONST. FLARED CURB END

PER INDEX 520-001

+90.00

24.81 LT

REPLACE 6' CONC. SIDEWALK

REPLACE 6'

CONC. SIDEWALK

REPLACE 6' CONC. SW

BEGIN ALUM. PIPE GUIDERAIL

STA. 5+87.50

END ALUM. PIPE GUIDERAIL

STA. 5+96.50

W

B

W B

W( B)

W( B)

W(B)

W B

EX-145

PR-147

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W W W W W W W W W W W W W W W W

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W

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W

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W

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M A T C H L I N E

S T A

ROADWAY PLAN (1)

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\MTPLRD02.dwg

Armando Perez

4/13/2018 10:25:54 AM

PW 1409

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

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D

B

F

O

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B

F

O

D

B

F

O

D

B

F

O

D

B

F

O

D

B

F

O

D

BFO(D)

B

F

O

D

B

F

O

D

B

F

O

D

B

F

O

D

B

F

O

D

B

F

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D

B

F

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F

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F

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F

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D

B

F

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D

B

F

O

D

B

F

O

D

B

F

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B

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D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

BT(D)

BT(D)

BT(D)

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

T

D

B

F

O

C

D

S

E

E

C

I

L

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A

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F

D

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I

O

N

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F

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M

A

T

I

O

N

S(B)

S

B

S

B

S

B

S

B

S

B

S

B

S

B

S

B

S

B

S

B

S

B

S

B

S

B

S

B

S

B

S

B

S

B

S

B

S

B

C

A

S

S

E

L

T

I

V

E

B

L

A

I

N

E

T

E

R

R

A

R/W LINE

R/W LINE

C

A

S

S

E

L

T

I

V

E

R/W LINE

R/W LINE

£ CONST. CASSELTON DR

P

L

A

Z

A

T

U

R

N

O

E

A

L

E

R

S

H

I

P

T

U

R

N

O

U

T

T

U

R

N

O

U

T

+47.18

39.89 RT

BEGIN 8' CONC. SIDEWALK

STA. 4+60.19, 38.00 LT

8' CONC. SIDEWALK

+97.12

12.00 LT

+75.93

38.02 LT

+90.92

35.73 LT

+94.52

34.60 LT

+17.39

32.00 LT

+37.01

32.00 LT

+11.49

33.99 RT

+53.00

28.58 RT

+23.14

12.00 RT

+61.15

12.00 RT

+99.17

12.00 RT

END DROP CURB

END VALLEY GUTTER

PER INDEX 520-001

BEGIN CURB & GUTTER TYPE F

STA. 5+53.71, 24.00 RT

END CURB & GUTTER TYPE F

BEGIN DROP CURB

BEGIN VALLEY GUTTER

PER INDEX 520-001

STA. 5+97.47, 24.00 RT

END VALLEY GUTTER

PER INDEX 520-001

END DROP CURB

BEGIN CURB & GUTTER TYPE F

STA. 6+76.85, 12.00 RT

BEGIN VALLEY GUTTER

PER INDEX 520-001

STA. 8+34.87, 12.00 LT

END VALLEY GUTTER

PER INDEX 520-001

STA. 9+23.14, 12.00 LT

+02.84

12.00 LT

REPLACE 6' CONC. SIDEWALK

REPLACE 6' CONC. SIDEWALK

+55.04

40.19 RT

+71.29

40.44 RT

+76.04

40.21 RT

+87.77

40.46 RT

+07.24

34.00 LT

END 8' CONC. SIDEWALK

STA. 8+56.31, 34.00 LT

BEGIN 8' CONC. SIDEWALK

STA. 9+01.68, 34.00 LT

+46.32

31.75 LT

+61.15

12.00 LT

END CURB & GUTTER TYPE F

STA. 8+59.87, 40.00 LT

BEGIN

CURB & GUTTER TYPE F

STA. 8+98.14, 40.00 LT

+59.87

37.00 LT

+98.14

37.00 LT

BEGIN 4' CONC. SIDEWALK (MATCH EXIST.)

STA. 6+53.94, 45.85 RT

END 4' CONC. SIDEWALK

BEGIN 6' CONC. SIDEWALK

STA. 6+62.99, 32.62 RT

END DROP CURB

STA. 5+16.16, 40.00 RT

BEGIN DROP CURB

MATCH EXIST.

STA. 6+48.41, 40.00 RT

END DROP CURB

MATCH EXIST.

STA. 6+17.51, 45.94 RT

BEGIN DROP CURB

STA. 5+35.68, 40.00 RT

8' CONC. SIDEWALK

6' CONC. SIDEWALK

+92.54

12.00 RT

+99.17

12.00 LT

+50.90

38.00 LT

+03.43

41.75 LT

+92.54

12.00 LT

+02.84

40.00 LT

+39.48

40.00 LT

+39.48

40.00 RT

CR-F

CR-F

CR-E

CR-E

CURVE DATA BL1

PI STA. = 6+53.42

Δ = 89° 55' 20" (LT)

D = 37° 59' 59"

T = 150.58

L = 236.64

R = 150.78

PC STA. = 5+02.84

PT STA. = 7+39.48

e = 0.010

W

CURVE BL1

CURVE BL2

CURVE BL3

CURVE DATA BL2

PI STA. = 9+42.22

Δ = 12° 06' 05" (RT)

D = 31° 49' 52"

T = 19.080

L = 38.018

R = 180.00

PC STA. = 9+23.14

PRC STA. = 9+61.15

CURVE DATA BL3

PI STA. = 9+80.23

Δ = 12° 06' 05" (LT)

D = 31° 49' 52"

T = 19.080

L = 38.018

R = 180.00

PRC STA. = 9+61.15

PT STA. = 9+99.17

R 180.8'

R 118.8'

R 50.0'

R 50.0'

R 314.5'

R 314.5'

R 314.5'

R 314.5'

R 50.0'

W

+39.48

12.00 RT

+39.48

12.00 LT

+41.29

26.00 LT

+48.29

26.00 LT

R 25'

R 35'

R 25'

R 25'

EASEMENT LINE

EASEMENT LINE

CR-L

CR-F

CR-F

EASEMENT LINE

CR-L

REPLACE 6' CONC. SIDEWALK

CR-F

CR-F

+11.29

52.16 RT

REPLACE 4' CONC. SIDEWALK

6' CONC. SIDEWALK

4' CONC. SIDEWALK

CONST.

STRAIGHT CURB END

PER INDEX 520-001

CONST. STRAIGHT CURB END

PER INDEX 520-001

R 35'

R 25'

8' CONC. SIDEWALK

PC STA. 5+02.84

PC STA. 9+23.14

PC STA. 10+92.54

PT STA. 7+39.48

PT STA. 9+99.17

PRC STA. 9+61.15

PRC STA. 11+30.56

CR-F

+00.04

39.75 RT

+02.40

39.66 RT

B

I

O

S

W

A

L

E

R

A

I

N

G

A

R

D

A

I

N

G

A

R

D

+54.76

40.00 LT

REPLACE 6'

CONC. SIDEWALK

REPLACE 6' CONC. SW

BEGIN ALUM. PIPE GUIDERAIL

STA. 5+87.50

END ALUM. PIPE GUIDERAIL

STA. 5+96.50

STA. 11+67.67

+14.17

36.06 RT

+15.82

40.00 RT

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PR-137

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EX-144

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EX-145

PR-151

PR-141

PR-135

PR-147

EX-142

PR-143

PR-139

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I

ROADWAY PLAN (2)

CITY OF

CASSELBERRY

ROAD PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

U:\Casselton Drive\00704.00\roadway\MTPLRD02.dwg

Armando Perez

4/13/2018 10:26:09 AM

1" = 40'

PW 1409

The Balmoral Group

165 Lincoln Avenue

Winter Park, FL 32789

Phone: (407) 629-2185 www.balmoralgroup.us

Certificate of Authorization No. 26123

BFO(D)

BFO(D)

BFO(D)

B F O D

BFO(D)

BFO(

D)

BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D)

BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D) BFO(D)

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

BT(D)

BT(D)

BT(D)

BT(D)

BT(D)

BT(D)

BT(D)

BT(D)

BT(D)

BT(D)

BT(D)

BT(D)

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

BT(D)BT(D)BT(D)BT(D)BT(D)BT(D)BT(D)BT(D)BT(D)BT(D)BT(D)BT(D)BT(D)BT(D)BT(D)BT(D)

BFOC(D)

BFOC(D)

S(B) S(B)

S(B) S(B)

S(B) S(B)

S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B) S(B)

S

B

S

B

S B

S

B

S

B

S(B)

S(B)

S(B)

S(B)

S(B)

S(B)

S(B)

B L A I N E

T E R R A C E

CASSELWOOD STREET

CASSELWOOD STREET

R/W LINE

CASSELT…