CC-5513-24_Plansheet_Updates_(A#2).pdf

PDF 894 KB Posted Jan 24, 2024

Attached to: 5 Points Complex Roadway, Drainage, and Utility Project
Solicitation number: CC-5513-24/MAG
Issued by: Seminole County, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

This document is a Summary of Roadway Pay Items and Quantities for Phase 1A of the Central Boulevard 5-Points Project, prepared by Pegasus Engineering LLC for Seminole County, Florida. The project involves constructing approximately 1,950 linear feet of a new two-lane roadway, including comprehensive infrastructure elements such as stormwater management, utility coordination, drainage structures, sidewalks, and associated roadway components. The detailed pay item summary encompasses multiple categories including maintenance of traffic, erosion control, excavation, embankment, concrete work, pipe culverts, electrical infrastructure, sidewalks, and performance turf installation, with specific quantities for each item meticulously documented across different project locations like Lake Minnie Connector and various station points.

The project's total estimated value is $5,759,681.87, with funding presumably from Seminole County's Capital Improvement Program (CIP number 00265503). The documentation indicates significant earthwork requirements, with 18,848 cubic yards of regular excavation and 13,995 cubic yards of embankment needed across different project areas. The scope includes installing various infrastructure elements such as pipe culverts (ranging from 18" to 36" in diameter), concrete sidewalks, detectable warnings, performance turf/sod, electrical service components, and extensive utility coordination. The project will require precise management of traffic, erosion control, and site preparation, with specific requirements for materials, compaction, and environmental considerations as outlined in the detailed pay item notes.

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Other files

File	Type	Posted
CC-5513-24_CADD_Fileshare_Link.pdf	PDF	Jan 24, 2024
5_Points_Complex_Roadway,_Drainage,_and_Utility_Project_(Addendum_#2_Revision).pdf	PDF	Jan 24, 2024
CC-5513-24_Contract_Plans_(Unscanned_Version_-_A#2).pdf	PDF	Jan 24, 2024
CC-5513-24_Geotechnical_Report.pdf	PDF	Jan 24, 2024
Exhibit_B_-_BID_FORM_(Revised_A#2).pdf	PDF	Jan 24, 2024
Exhibit_B_-_BID_FORM_(Revised_A#2).xls	XLS spreadsheet	Jan 24, 2024
CC-5513-24_Draft_Agreement.pdf	PDF	Dec 1, 2023
CC-5513-24_Contract_Plans.pdf	PDF	Dec 1, 2023
CC-5513-24_Permitting_Information.pdf	PDF	Dec 1, 2023
Contract_Documents_(after_notice_of_award_is_issued).zip	ZIP file	Dec 1, 2023
Standard_Construction_under_$500,000_(Engineer)_(1).pdf	PDF	Dec 1, 2023
Standard_Construction_under_$500,000_(No_Engineer).pdf	PDF	Dec 1, 2023
Notice_of_No-Bid_(turn_in_if_company_is_not_bidding).docx	DOCX document	Dec 1, 2023
FEMA_REQUIREMENTS.pdf	PDF	Dec 1, 2023

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ENGINEER OF RECORD:

FURSAN S. MUNJED, P.E.

CERTIFICATE OF AUTHORIZATION NO. 27770

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

PROFESSIONAL ENGINEER CERTIFICATE NO. 51446

BYDATE

REVISIONS

DESCRIPTION

COUNTY CIP NO.

00265503

NO.

SHEET

P r o j e c t s S

M C P o in t s

C o m p le x r o a d w a y

C E

S S

R D

A .D

G N

A M

PROJECT NAME

PHASE 1

CENTRAL BOULEVARD

5-POINTS

PAY ITEM NOTES

102-1

102-99

110-1-1

104-14

570-1-2

NUMBER

ITEM

DESCRIPTION UNIT

QUANTITY TOTAL

PLANS FINAL

334-1-13

337-7-83 ASPHALTIC CONCRETE FRICTION COURSE, TRAFFIC C, FC-12.5, PG 76-22

425-1-521

425-2-71 MANHOLES, J-7 (<10')

520-1-7 CONCRETE CURB AND GUTTER (TYPE E)

520-3 VALLEY GUTTER - CONCRETE

MAINTENANCE OF TRAFFIC

PORTABLE CHANGEABLE MESSAGE SIGN (TEMP.)

PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION

REGULAR EXCAVATION

EMBANKMENT

TYPE B STABILIZATION, 12" MINIMUM, LBR 40

MILLING EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)

CONCRETE CURB AND GUTTER (TYPE F)

CONCRETE SIDEWALK, 4" THICK

CONCRETE SIDEWALK, 6" THICK

DETECTABLE WARNINGS

RUBBLE RIPRAP, DITCH LINING

PERFORMANCE TURF, SOD

285-709A

425-1-351

160-4 SY

327-70-6 SY

430-175-118

430-175-124

430-175-130

PIPE CULVERT, ROUND, 36" S/CD, RCP, CLASS III430-175-136

INLETS (CURB TYPE J-5) (<10')

425-1-711

430-982-138 MITERED END SECTION, CLASS III, 36" CD EA

PIPE CULVERT, ROUND, 18" S/CD, RCP, CLASS III

PIPE CULVERT, ROUND, 24" S/CD, RCP, CLASS III

PIPE CULVERT, ROUND, 30" S/CD, RCP, CLASS III

425-1-451 EA

101-1

102-1

520-1-10

110-1-1

120-1

MOBILIZATION

570-1-2

522-2

522-1

102-99

104-14

120-6

530-3-4

527-2

BASE GROUP 09 (10" LIMEROCK)

785.9

457.2

18848

18342

8.0

SY524-1-1 CONCRETE DITCH PAVEMENT - NON-REINFORCED (3") 16

425-1-541 EA 1

430-175-224 LF 346

430-982-629 EA 1MITERED END SECTION, CLASS III, 19" X 30" CD

CY 5400-1-15 CONCRETE CLASS I (MISCELLANEOUS)

INLETS (CURB TYPE P-5) (<10')

INLETS (DITCH BOTTOM TYPE C) (<10')

INLETS (GUTTER TYPE V) (<10')

PIPE CULVERT, ELLIPTICAL, 19" X 30" S/CD, RCP, CLASS III

TN530-74 BEDDING STONE 8.7

OF ENVIRONMENTAL PROTECTION (FDEP) AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD).

DEEMED NECESSARY FOR THE CONTROL OF EROSION AND WATER POLLUTION AS DESIGNATED BY THE PLANS, THE COUNTY, FLORIDA DEPARTMENT

AS SHOWN IN THE PLANS OR AS DIRECTED BY THE COUNTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL MEASURES

SILT FENCE, TEMPORARY AND PERMANENT EROSION CONTROL MATTING, INLET PROTECTION DEVICES, AND SOIL TRACKING PREVENTION DEVICES

INCLUDES THE COST OF ALL ITEMS (F&I) REQUIRED FOR EROSION AND TURBIDITY CONTROL INCLUDING, BUT NOT LIMITED TO, TURBIDITY BARRIERS, ACTIVITIES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT.

INCLUDES THE COST (F&I) OF ANY DEWATERING, PROVIDING TEMPORARY DRAINAGE, DIVERSION OF STORMWATER, COFFERDAM, AND OTHER RELATED

FOR A PERIOD OF ONE YEAR FROM THE COMPLETION OF THE PROJECT.

SHALL BE PEGGED. SOD SHALL BE CERTIFIED "SODA APPLE FREE". SUBCONTRACTOR SHALL REMOVE AND REPLACE ANY AREAS INFESTED

INCLUDES PAYMENT FOR SODDING, MOWING, FERTILZING, WATER AND DOLOMITE LIMESTONE. ALL SOD ON SLOPES 1:3 (V:H) AND STEEPER

MAY VARY, MATCH EXISTING SOD. INCLUDES THE COST OF PEGGING FOR THE ESTABLISHMENT OF PERMANENT SODDING.

IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND TO MAINTAIN THE SODDED AREAS UNTIL FINAL ACCEPTANCE. TYPES OF SOD

INCLUDES THE COST AND APPLICATION OF WATER AT A RATE OF 30,000 GALLONS/ACRE, AND FERTILIZER AT THE RATE OF 400 LBS/ACRE

CONDITIONS. INCLUDES THE COST OF ALL REQUIRED PERMITS AND LICENSES.

INCLUDES THE COST OF VIDEO AND PHOTOGRAPHIC DOCUMENTATION TO RECORD THE PROJECT AREA FOR BOTH PRE- AND POST- CONSTRUCTION

120-1

UNSUITABLE MATERAILS SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR.

UNSUITABLE MATERIALS SHALL BE REMOVED FROM CONSTRUCTION AREAS AND BACKFILLED WITH SUITABLE MATERIALS APPROVED BY SEMINOLE COUNTY.

DURING VARIOUS PHASES OF CONSTRUCTION. CONTRACTOR TO COORDINATE LOCATIONS AND MESSAGES WITH THE PROJECT MANAGER.

INCLUDES THE COST FOR VARIABLE MESSAGE SIGNS TO BE SET UP SEVEN DAYS IN ADVANCE OF THE BEGINNING OF CONSTRUCTION AND

GRUBBING TO THE EXTENT POSSIBLE SO AS TO AVOID DAMAGING EXISTING LANDSCAPING, SOD, IRRIGATION SYSTEMS, ETC.

SUIT THE ACTUAL REQUIREMENTS. DISPOSAL SHALL BE OFF SITE, IN AREAS PROVIDED BY THE CONTRACTOR. MINIMIZE LIMITS OF CLEARING AND

THE LIMITS OF CLEARING AND GRUBBING SHALL BE AS DIRECTED BY THE PROJECT MANAGER TO PROVIDE FOR CONTINUITY OF CONSTRUCTION OR TO

WITHOUT APPROVAL FROM THE SEMINOLE COUNTY PROJECT MANAGER.

CONSTRUCTION. COORDINATE LOCATION OF IRRIGATION SYSTEM WITH THE COUNTY AND PROJECT MANAGER. NO TREES ARE TO BE REMOVED

ADJUST THE EXISTING VALVE BOXES AND SEWER TOPS, RELOCATE THE EXISTING IRRIGATION HEADS AND LINES THAT ARE IN CONFLICT WITH THE

AND SHRUBS AS NECESSARY, AND ALL OTHER ITEMS IN ORDER TO CONSTRUCT THE PROJECT. INCLUDES THE COST TO RELOCATE EXISTING MAILBOXES, INCLUDES THE COST OF REMOVAL AND DISPOSAL OF ALL OBSTRUCTIONS, VEGETATION, DEBRIS, FENCES, EXISTING ASPHALT, TRIMMING OF TREES

SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC LEVEL C

REGISTERED IN THE STATE OF FLORIDA. THIS PLAN SHALL BE APPROVED BY THE SEMINOLE COUNTY TRAFFIC DIVISION PRIOR TO BEGINNING WORK.

CONTRACTOR SHALL HAVE A MAINTENANCE OF TRAFFIC (MOT) PLAN PREPARED BY, AND SIGNED AND SEALED BY, A PROFESSIONAL ENGINEER

INCLUDES THE COST OF MAINTAINING EXISTING PEDESTRIAN ACCESS.

DURING CONSTRUCTION.

INCLUDES THE COST OF MAINTAINNG ACCESS TO EXISTING PARKING LOTS AND ANY NECESSARY IMPROVEMENTS TO MAINTAIN PARKING OPERATIONS

INCLUDES THE COST OF TEMPORARY PAVEMENT.

AS NEEDED.

FACILITIES. MAINTAIN VEHICULAR ACCESS TO USERS AND BUSINESSES AT ALL TIMES. INCLUDES THE COST FOR OFF-DUTY POLICE OFFICER

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITIONS. INCLUDES THE COST (F&I) OF ALL TEMPORARY STRIPING AND DETOUR

SIGNS, BARRICADES, FLAGMAN, ETC.) IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX 102-600 SERIES, MUTCD, AND FDOT STANDARD

INCLUDES THE COST OF ALL ITEMS NECESSARY FOR TRAFFIC CONTROL NOT SPECIFICALLY INCLUDED IN THE SUMMARY OF PAY ITEMS (INCLUDING

CLEARING AND GRUBBING (5.7 ACRES)

13995

SUMMARY OF ROADWAY PAY ITEMS - PHASE 1A

PHASE 1A

SUMMARY OF PAY ITEMS

425-1-521 INCLUDES THE COST (F&I) OF CONCRETE APRONS AS SHOWN IN THE PLANS.

101-1

INLETS (CURB TYPE J-5) (>10')425-1-452 EA 3

425-1-999 EA 1CONCRETE FLUME

425-1-999 INCLUDES THE COST (F&I) OF ALL MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF CONCRETE FLUME AS SHOWN IN THE PLANS.

285-709B SY 2492BASE GROUP 09 (6" TYPE B-12.5 ONLY)

LF440-1-20 UNDERDRAIN, TYPE II 858

LF440-73-2 UNDERDRAIN OUTLET PIPE, 6" 64

327-70-6

527-2

337-7-93

334-1-57 &

337-7-93

334-1-57 &

ONLY NON-VIBRATORY COMPACTION WILL BE ALLOWED FOR THIS PROJECT.

337-7-93

334-1-57 &

COSTS TO COMPLETE THE WORK AS SPECIFIED.

THE UNIT PRICE FOR MILLING EXISTING ASPHALT PAVEMENT SHALL INCLUDE ALL EQUIPMENT, LABOR AND MATERIALS, AND ALL OTHER INCIDENTAL

WORK AS SPECIFIED.

MATERIALS INCLUDING BITUMINOUS MATERIAL (PLANT MIXES, PRIME COATS AND TACK COATS) AND ALL OTHER INCIDENTAL COSTS TO COMPLETE THE

THE UNIT PRICE FOR SUPERPAVE ASPHALTIC CONCRETE AND ASPHALTIC CONCRETE FRICTION COURSE SHALL INCLUDE ALL EQUIPMENT, LABOR AND

THE CONTRACTOR DEMONSTRATES, AT THE TIME OF USE, THAT THE EMULSION WILL BREAK TO ALLOW PAVING IN A TIMELY MANNER.

THE REQUIREMENTS OF 916-2 HEATED TO A TEMPERATURE OF 250° TO 300° F. THE ENGINEER MAY APPROVE CRS-1h OR NTSS-1HM FOR NIGHT PAVING IF

REQUIREMENTS OF 916-4. HEAT CRS-1h OR NTSS-1HM TO A TEMPERATURE OF 140° TO 180° F. FOR NIGHT PAVING, USE RA-500 TACK COAT MEETING

UNDILUTED EMULSIFIED ASPHALT GRADES CRS-1h TRACKLESS TACK BY MARIANI ASPHALT OR NTSS-1HM FROM BLACKLIDGE ASPHALT MEETING THE

FOR SPECIFIC TYPE OR GRADE OF TACK COAT, USE RA-500 MEETING THE REQUIREMENTS OF 916-2, HEATED TO A TEMPERATURE OF 250° TO 300° F OR

TACK COAT: THE TACK MATERIALS RS-1 AND RS-2 ARE NOT PERMITTED FOR USE ON SEMINOLE COUNTY ROADS. UNLESS THE CONTRACT DOCUMENTS CALL

LIST AND MEET FDOT SPECIFICATIONS.

CONTRACTOR TO INSTALL DETECTABLE WARNING WALKING SURFACE, MANUFACTURERS AND MATERIALS SHALL BE ON THE FDOT'S QUALIFIED PRODUCTS

440-1-20 INCLUDES THE COST OF CLEANOUTS.

430-XXX-XXX

425-X-XXX

INLETS (DITCH BOTTOM TYPE D) (<10') (MODIFIED)

630-2-12

635-2-11

641-2-12

639-1-122

639-2-1

PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE

ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR

ELECTRICAL SERVICE WIRE, FURNISH & INSTALL

PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE

CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE

1050-31-104 4" PVC, F&I, CASING LF

1050-31-104

INCLUDES THE COST OF A PULL WIRE AND TURNING AND CAPPING BOTH ENDS ABOVE FINISHED GRADE.

11/19/24 KAJ ADDENDUM 1

CERTIFICATE OF AUTHORIZATION NO. 27770

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

PROFESSIONAL ENGINEER CERTIFICATE NO. 51446

BYDATE

REVISIONS

DESCRIPTION

COUNTY CIP NO.

00265503

NO.

SHEET

P r o j e c t s S

M C P o in t s

C o m p le x r o a d w a y S

U M

Q R

A .d g n

PROJECT NAME

PHASE 1

CENTRAL BOULEVARD

5-POINTS

SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS

NO.

PAY ITEM

PAY ITEM DESCRIPTION UNIT

ALL PHASES

TOTAL

GRAND

NOTES

DESIGN

REMARKS

CONSTRUCTION

DURATION QUANTITY TOTAL

DAYS P P P F

102-1 MAINTENANCE OF TRAFFIC LS 1 300 DAYS

102-99 PORTABLE CHANGEABLE MESSAGE SIGN ED 628

BEGIN PROJECT LOCATION = (1 DEVICE) x (2 LOCATIONS): PRE-PROJECT 14 2 28

BEGIN PROJECT LOCATION = (1 DEVICE) x (2 LOCATIONS) 300 2 600

SUMMARY OF CLEARING AND GRUBBING AND REMOVALS ITEMS

NO.

PAY ITEM

PAY ITEM DESCRIPTION

LOCATION

SIDE

AREA

L E

N G

T H

W I

D T

UNITS (IF LUMP SUM)

SECONDARY UNITS

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

STA. TO STA. AREA (AC) P F P F

110-1-1 CLEARING AND GRUBBING PROJECT LIMITS LS 5.70 1 1

PHASE 1A

SUMMARY OF QUANTITIES

SQ-2

SUMMARY OF EARTHWORK

NO.

PAY ITEM

PAY ITEM DESCRIPTION

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F

120-1 REGULAR EXCAVATION

Lake Minnie Connector 1188

Pond 17497

Floodplain Compensation area 163

Total 18848

120-6 EMBANKMENT

Lake Minnie Connector 9129

Pond 100

Lk. Minnie Conn. - Wall Grading 201

Lk. Minnie Conn. - Buiding/Road demolition 4196 (6294 SY) x (2 FT depth)

Prop. SWK. LT. (Sta 22+89.70 to 24+18.93) 125 Lk. Minnie Conn.

Prop. SWK. RT. (Sta 22+89.70 to 24+18.93) 57 Lk. Minnie Conn.

Prop. SWK. LT. (Sta 24+86.40 to 26+50.00) 187 Lk. Minnie Conn.

Total 13995

11/19/24 KAJ

ADDENDUM 1

CERTIFICATE OF AUTHORIZATION NO. 27770

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

PROFESSIONAL ENGINEER CERTIFICATE NO. 51446

BYDATE

REVISIONS

DESCRIPTION

COUNTY CIP NO.

00265503

NO.

SHEET

P r o j e c t s S

M C P o in t s

C o m p le x r o a d w a y S

U M

Q R

A .d g n

PROJECT NAME

PHASE 1

CENTRAL BOULEVARD

5-POINTS

SUMMARY OF SIDEWALK & DETECTABLE WARNINGS

LOCATION

SIDE

AREA

L E

N G

T H

W I

D T

H 4"

CONC SIDEWALK

WARNINGS

DETECTABLE

NOTES

DESIGN

REMARKS

CONSTRUCTION

522-1 522-2 527-2

STA. TO STA.

SY SY SF

P F P F P F

22+89.70 to 24+18.93 LT. 59963 129.23 8.00 107.6 Lake Minnie Conn.

24+86.40 to 30+00.00 LT. 59924 513.60 8.00 485.2 Lake Minnie Conn.

22+85.30 to 23+94.44 RT. 60003 109.14 8.00 144.6 Lake Minnie Conn.

30+00.00 to 32+38.00 LT. 52894 238.00 8.00 210.1 Lake Minnie Conn.

32+62.00 to 38+57.90 LT. 52900 595.90 8.00 513.0 Lake Minnie Conn.

39+49.90 to 41+95.75 LT. 52914 245.85 8.00 193.4 Lake Minnie Conn.

42+18.46 RT. 52978 5.00 34.6 Lake Minnie Dr.

24+18.93 to 24+41.41 LT. 60042 22.48 8.00 16.0 27.5

24+69.64 to 24+86.40 LT. 60034 16.76 8.00 11.8 19.5

32+38.00 to 32+62.00 LT. 57995 24.00 38.3 DRIVEWAY

38+57.90 to 38+83.06 LT. 57354 25.16 8.00 18.5 22.3

39+24.64 to 39+49.90 LT. 57359 25.26 8.00 18.5 22.3

41+93.85 to 42+23.37 LT. 57479 29.52 31.7 8.0

42+01.92 to 42+23.46 RT. 57487 21.5 37.1 8.0

SUB-TOTAL: 1688.5 171.9 107.6

TOTAL: 1689 172 108

PHASE 1A

SUMMARY OF QUANTITIES

SQ-6

SUMMARY OF PERFORMANCE TURF

LOCATION

SIDE

AREA

LENGTH WIDTH

TURF (SOD)

PERFORMANCE

NOTES

DESIGN

REMARKS

CONSTRUCTION

570-1-2

STA. TO STA.

P F

22+92.38 to 24+40.74 LT. 148.4 8.0 131.9 Lake Minnie Conn.

24+79.40 to 26+38.83 LT. 159.4 8.0 141.7 Lake Minnie Conn.

26+38.83 to 30+00.00 LT. 361.2 15.0 602.0 Lake Minnie Conn.

24+79.40 to 30+00.00 LT. 520.6 3.0 173.5 Util. strip

28+60.00 to 30+00.00 RT. 140.0 3.0 46.7 Lake Minnie Conn.

30+00.00 to 39+50.65 RT. 57252 950.7 3108.7 Lake Minnie Conn.

39+50.65 to 42+28.68 RT. 57308 278.0 1167.1 Lake Minnie Conn.

30+00.00 to 39+50.65 LT. 57371 950.7 3793.8 Lake Minnie Conn.

39+50.65 to 42+28.68 LT. 57437 278.0 1472.9 Lake Minnie Conn.

39+52.91 to 41+93.50 RT/LT 240.59 11.00 291.2 Median

30+00.00 to 32+31.33 LT. 231.33 3.00 76.4 Util. strip

32+68.66 to 38+72.31 LT. 603.65 3.00 194.8 Util. strip

39+36.15 to 42+09.91 LT. 273.76 3.00 82.6 Util. strip

POND AREA LT. 57094 3637.3 Pond side slopes

POND AREA LT. 57138 2390.3 Pond permieter

DRAINAGE STRUCTURES 38.0 SEE SHEET 11

FLOODPLAIN COMPENSATION 63662 993.1

SUBTOTAL: 18341.9

TOTAL: 18342

11/19/24 KAJ

ADDENDUM 1

File details come from the government source that posted it. Updated Jun 27, 2025.