Project Information

Bid Title

REBID - University High - Extend Parent Loop

Issuing Agency

Volusia County Schools

Location

Florida

Published Date

Feb 25, 2026

Closing Date

Mar 11, 2026

Government Level

State & Local

Status

Closed

Ref. #

Project No. 2548185

Original Source

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Bid Documents

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Project Description

REBID - University High - Extend Parent Loop - Project No. 2548185

Mandatory Prebid Meeting:	Feb. 25, 2026 at 9:30 AM
Bid:	March 11, 2026 at 2:00 PM
Project Bid Documents:	Plans Project Manual Prebid Sign-in Sheets
Estimate:	$1,000,000
Consultant:	CPH Consulting, LLC Allen Lane (407) 322-6841
Owner:	VCS Project Manager Tim Moore (386) 947-8786
Bid Status:	Active

Attachment Preview

VOLUSIA

COUNTY SCHOOLS

"LEADING WITH GRACE AND RESPECT"

UNIVERSITY HIGH SCHOOL

EXTEND PARENT LOOP

THE SCHOOL BOARD OF VOLUSIA

COUNTY FLORIDA

200 North Clara Avenue

DeLand, Florida 32720

VCS Project NO. 2548185

1000 RHODE ISLAND AVE., ORANGE CITY, VOLUSIA COUNTY,

FLORIDA 32763

SCHOOL BOARD

MEMBERS

RUBEN COLON

KRISTA GOODRICH

DONNA BROSEMER

JAMIE HAYNES

JESSICA THOMPSON

CARMEN J. BALGOBIN

BOARD CHAIR

BOARD VICE CHAIR

MEMBER

MEMBER

MEMBER

SUPERINTENDENT

DESCRIPTION OF WORK

PARENT LOOP EXTENSION AND

MISCELLANEOUS LIGHTING AND SITE

IMPROVEMENTS

Architect's Statement of Compliance

To the best of my knowledge, these drawings and the project manual are complete and comply with

the Florida Building Code.

BUILDING DATA

ENGINEERS & CONSULTANTS

ENGINEER

CPH CONSULTING, INC.

1117 E. ROBINSON STREET

ORLANDO, FLORIDA 32801

(407) 425-0452

BEN BUENCAMINO

bbuencamino@cphcorp.com

WWW.CPHCORP.COM

SURVEYOR

CPH CONSULTING, INC.

500 WEST FULTON STREET

SANFORD, FLORIDA 32771

(407)322-6841

THOMAS GALLOWAY, P.L.S.

tgalloway@cphcorp.com

WWW.CPHCORP.COM

A Full Service A & E Firm

www.cphcorp.com

Architects

M/E/P

Engineers

Planners

Environmental

Structural

Landscape Architects

Surveyors

Traffic/Transportation

1117 East Robinson Street Orlando, FL 32801

Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Arch. Lic. No. AA2600926

Survey L.B. No. 7143

Landscape Lic. No. LC0000298

A Full Service A & E Firm

www.cphcorp.com

Architects

M/E/P

Engineers

Planners

Environmental

Structural

Landscape Architects

Surveyors

Traffic/Transportation

500 W.Fulton Street Sanford, FL 32771

Phone: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215

Arch. Lic. No. AA2600926

Survey L.B. No. 7143

Landscape Lic. No. LC0000298

INDEX OF DRAWINGS

G001

G002

C100

C101

C102

C500

E001

E100

E101

E200

E300

V0.1

V1.1

V1.2

COVER SHEET

GENERAL NOTES

DEMOLITION PLAN

DIMENSION AND STRIPING PLAN

DRAINAGE AND GRADING PLAN

GENERAL NOTES AND DETAILS

ELECTRICAL GENERAL NOTES

ELECTRICAL DEMOLITION PLAN

ELECTRICAL CONSTRUCTION PLAN

PHOTOMETRIC SITE PLAN

ELECTRICAL SCHEDULES & DETAILS

COVER SHEET

TOPOGRAPHIC SURVEY

TOPOGRAPHIC SURVEY

www.cphcorp.com

Building Better

Communities Together

1117 East Robinson Street

Orlando, FL 32801

Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143

Architect. No. AA26000926

Landscape No. LC000298

ALLEN C. LANE, JR., P.E.

FL. REG. No. 60144

LOCATION MAP

ADELINE ST.

LADY BIRD LN.

PROJECT

LOCATION

N

W. RHODE ISLAND AVE.

BIRCH AVE.

DOGWOOD AVE.

W. FERN DR.

NOT TO SCALE

CONSTRUCTION DOCUMENTS 02.07.25

Engineer

Allen C. Lane, Jr., P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

BCB

DRAWN BY

BCB

ISSUE DATE

02.07.25

AE PROJECT NUMBER

2501359

SHEET TITLE

COVER SHEET

DRAWING NO.

G001

GENERAL PROJECT DATA

FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THIS SET OF DRAWINGS IS DATED JAN. 15, 2025. ANY REVISIONS THERE AFTER

WILL BE DATED AND NOTED ON THE AFFECTED DRAWING(S).

THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE BASED ON TOPOGRAPHIC SURVEY DATED NOV. 26, 2024

PREPARED BY CPH SURVEYING. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY OR THOROUGHNESS OF THIS

INFORMATION. PRIOR TO COMMENCING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS

UTILITY COMPANIES WHOSE FRANCHISE INCLUDES THIS AREA, AND SCHOOL BOARD MAINTENANCE PERSONNEL, TO LOCATE

SUBSURFACE UTILITY LINES AND TO ARRANGE FOR RELOCATION OF THESE UTILITY LINES AS NECESSARY.

THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR

LOCATED BY THE UTILITY COMPANY. ALL UTILITIES EXCLUDING VOLUSIA COUNTY POTABLE WATER THAT INTERFERE WITH THE

PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE ANY

UTILITY MODIFICATIONS WITH THE PROJECT WORK POTABLE WATER MAIN MODIFICATIONS ARE TO BE COMPLETED BY THE

CONTRACTOR AND COORDINATED WITH VOLUSIA COUNTY WATER UTILITIES PRIOR TO COMPLETING THE WORK. ANY DELAY,

INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE

CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED.

THE FLORIDA STATUTES (F.S.556) REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITY COMPANIES A MINIMUM OF TWO (2) WORKING

DAYS PRIOR TO EXCAVATING. THE ONLY SAFE AND RELIABLE WAY TO LOCATE EITHER THE MAINS OR SERVICE LINES IS BY ONSITE

INSPECTION BY GAS COMPANY PERSONNEL. THEREFORE, EXCAVATORS ARE DIRECTED TO TELEPHONE THE GAS COMPANY TWO (2)

WORKING DAYS BEFORE ENTERING A NEW CONSTRUCTION AREA.

“Florida Law (F.S. 556) Underground Facility Damage Prevention and Safety Act mandates that excavators/contractors shall contact Sunshine

811 (fka: Sunshine State one-Call of Florida) by calling 800-432-4770 or 811 at least 2 full business days prior to beginning any excavation or

demolition to allow member operators an opportunity to identify and mark their underground facilities and appropriately response to the

Positive Response System.”

THE OWNER SHALL HAVE THE RIGHT TO SALVAGE MATERIAL OR EQUIPMENT. ALL MATERIAL OR EQUIPMENT NOT SALVAGED BY THE

OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM THE SITE.

THE CONTRACTOR SHALL CONFORM WITH ALL INSPECTION REQUIREMENTS OF THE VOLUSIA COUNTY SCHOOL BOARD AND CITY OF

ORANGE CITY. FAILURE TO COMPLY WITH INSPECTION REQUIREMENTS SHALL RESULT IN NON-ACCEPTANCE OF SPECIFIC WORK ITEMS.

AS-BUILTS:

AS-BUILTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER TWO WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATA

SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY.

LAYOUT AND CONTROL:

UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS.

BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES

BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER

IMMEDIATELY.

QUALITY CONTROL TESTING REQUIREMENTS:

TESTING REPORTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. TESTING REQUIREMENTS ARE TO BE IN

ACCORDANCE WITH THE OWNER/OPERATOR'S SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING

AND FAILING) ON A REGULAR AND IMMEDIATE BASIS.

SHOP DRAWINGS:

SHOP DRAWINGS AND CERTIFICATIONS FOR ALL STORM DRAINAGE PIPE AND, STRUCTURES, SPECIALTY SURFACING MATERIALS AND

OTHER APPURTENANCES SHALL BE REQUIRED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL

PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION.

STORMWATER MANAGEMENT SYSTEM

OWNER/OPERATOR:

THE VOLUSIA COUNTY SCHOOL BOARD WILL OWN, OPERATE AND MAINTAIN THE STORM SYSTEM SHOWN ON THESE PLANS. THE

CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THE SCHOOL BOARD.

MATERIAL SPECIFICATIONS:

ALL MATERIALS AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION (LATEST EDITION), SECTION 400 (CONCRETE STRUCTURES) AND THE APPLICABLE FDOT INDEX NUMBER DETAIL

AS SHOWN IN FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION).

ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THE STORM SYSTEM (OUTFALL PROTECTION, POLLUTION CONTROL,

ETC.) ARE TO BE IN ACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION PLANS, FDOT ROADWAY AND TRAFFIC DESIGN

STANDARDS AND FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION (LATEST EDITION).

SOAKER SWALE CONSTRUCTION:

SOAKER SWALES SHALL BE EXCAVATED AS SHOWN ON THE CONSTRUCTION PLANS. IN THE EVENT THAT HARDPAN, CLAYEY, OR SILTY

MATERIALS ARE ENCOUNTERED IN THE CONSTRUCTION OF THE SWALE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER

FOR INSPECTION OF THE MATERIALS. THE CONTRACTOR SHALL SOD THE SOAKER SWALE PER THE CONSTRUCTION PLANS

IMMEDIATELY FOLLOWING FINAL GRADING. CONTRACTOR SHALL MAINTAIN THE SOD UNTIL FINAL ACCEPTANCE BY THE

OWNER/OPERATOR.

AS-BUILTS:

THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER STORM DRAINAGE AS-BUILTS. AS-BUILTS SHALL INCLUDE, BUT NOT BE

LIMITED TO THE STRUCTURE TOP ELEVATIONS, INV. ELEVATIONS, PIPE LENGTH AND RETENTION POND DIMENSIONS, AND ELEVATIONS

AT THE TOP OF BANK AND BOTTOM OF SLOPE.

EARTHWORK

THE CONTRACTOR SHALL BASE HIS BID ON HIS OWN ESTIMATE OF EXCAVATION AND BACKFILL QUANTITIES AND IMPLICATION THAT

EARTHWORK BALANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, OR FOR REMOVAL AND

DISPOSAL OF EXCESS MATERIALS.

EROSION CONTROL:

EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION.

THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN

IMMEDIATE BASIS AS REQUIRED. REFER TO THE WATER MANAGEMENT DISTRICT PERMIT FOR ADDITIONAL REQUIREMENTS FOR

EROSION CONTROL AND SURFACE DRAINAGE.

LIMITS OF DISTURBANCE:

THE LIMITS OF DISTURBANCE HAVE BEEN PROVIDED TO THE CONTRACTOR ON THE CONSTRUCTION PLANS. UNLESS OTHERWISE

DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THESE

LIMITS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES

WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING

PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR IMMEDIATELY. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED.

CLEARING AND GRUBBING:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE CONSTRUCTION INCLUDING CLEARING FOR

PAVING, AND DRAINAGE FACILITIES.

MATERIALS STORAGE/DEBRIS REMOVAL:

ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON-SITE LOCATIONS AS

SPECIFIED BY THE OWNER. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USABLE (NON-ORGANIC) FILL STOCKPILES AND

ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL

UNSUITABLE FILL MATERIALS FROM THE SITE.

FILL MATERIAL:

ALL FILL MATERIALS SHALL CONTAIN NO MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH OR OTHER MATERIALS THAT

WILL NOT COMPACT INTO A SUITABLE AND ENDURING BACKFILL.

COMPACTION:

FILL MATERIALS PLACED UNDER PAVEMENT AND SIDEWALKS SHALL BE COMPACTED TO AT LEAST 98% MAXIMUM DENSITY AS SPECIFIED

IN AASHTO T-180. ALL OTHER FILL AREAS ARE TO BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180.

FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER

AND OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS

PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL.

SURFACE DRAINAGE:

THE CONTRACTOR SHALL BE EXPECTED, AT THE END OF EACH DAY, TO HAVE THE SITE GRADED IN SUCH A WAY AS TO NOT CAUSE ANY

ADVERSE IMPACT FROM RUNOFF OR SILTATION TO ANY ADJACENT PROPERTIES. SILTATION BARRIERS SHALL BE MAINTAINED AND

REPAIRED IF REQUIRED AT THE END OF EACH WORKING DAY.

GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE

PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS

THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE

PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE SODDED IMMEDIATELY AFTER FINAL GRADING HAS BEEN

COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE

THAT THE GRADING INTENT HAS BEEN ACHIEVED.

PAVEMENT

THE CONTRACTOR SHALL BASE HIS BID ON HIS OWN ESTIMATE OF PAVEMENT QUANTITIES AND RELATED APPURTENANCES.

OWNER/OPERATOR:

THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE WORK SHOWN ON THESE PLANS IS THE VOLUSIA COUNTY SCHOOL BOARD.

THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THAT ENTITY.

MATERIAL/CONSTRUCTION SPECIFICATIONS:

MATERIALS AND CONSTRUCTION METHODS FOR THE PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FDOT STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION).

PAVEMENT SECTION REQUIREMENTS:

SEE TYPICAL PAVEMENT DETAIL ON PLAN SHEET ON C-500.

SIDEWALKS:

SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. THE SIDEWALK SHALL BE

CONSTRUCTED OF 4" THICK CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. JOINTS SHALL BE EITHER TOOLED OR

SAWCUT AT EVERY 10' INTERVAL. HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND BE IN ACCORDANCE WITH

STATE REGULATIONS FOR HANDICAP ACCESSIBILITY.

CURBING:

CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS SHALL BE FLA.

DEPARTMENT OF TRANSPORTATION CLASS "1" CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. ALL CURBS SHALL

HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTER. CONSTRUCTION

OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST

EDITION) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS.

RESTORATION:

ALL DISTURBED AREAS SHALL BE FINISH GRADED WITH A SMOOTH TRANSITION INTO EXISTING GROUND. ALL SWALES SHALL BE

STABILIZED IMMEDIATELY AFTER FINAL GRADING. ALL DISTURBED AREAS SHALL BE STABILIZED (SOD, GRASS & MULCH, ETC.) AFTER

FINAL GRADING IN ACCORDANCE WITH THE CONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. ALL GRASSING (SEED OR SOD) SHALL

BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BY THE OWNER/OPERATOR.

AS-BUILTS:

THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER PAVEMENT AS-BUILTS. AS-BUILTS SHALL CONTAIN AT A MINIMUM, BUT

NOT BE LIMITED TO, PAVEMENT WIDTHS, CROSS SLOPES AND DRAINAGE DIRECTIONS WITH HIGH POINTS DELINEATED.

CONSTRUCTION METHODS

TRENCH SAFETY:

THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH

SAFETY ACT (90-96, LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS

SHALL BE INCIDENTAL TO THE CONTRACT.

TRENCH OR EXCAVATION BOTTOM STABILIZATION MATERIAL:

A. SAND

SAND SHALL BE WELL GRADED, ORGANIC FREE, DURABLE, GRANULAR MATERIAL, AND SHALL PASS A NO. 4 SIEVE. NOT MORE THAN

15 PERCENT SHALL PASS A NO. 200 SIEVE.

B. PIT RUN GRAVEL

PIT RUN GRAVEL SHALL BE ORGANIC FREE AND SHALL PASS A 3/4-INCH SIEVE.

C. GRANULAR MATERIAL

GRANULAR MATERIAL SHALL BE WELL GRADED, ORGANIC AND SOIL FREE, DURABLE AGGREGATE AND SHALL PASS A 3/4-INCH SIEVE.

NOT MORE THAN 15 PERCENT SHALL PASS A NO. 200 SIEVE.

DESIGN GUIDELINES AND BUILDING CODE COMPLIANCE

THE FOLLOWING DESIGN GUIDELINES (LATEST EDITIONS) WERE UTILIZED IN GENERATING THE DESIGN PLANS:

A. FLORIDA BUILDING CODE (FBC)

B. STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES (SREF)

C. VOLUSIA COUNTY SCHOOLS DESIGN GUIDELINES

CONTRACTOR SHALL REFERENCE AND COMPLY WITH THESE GUIDELINE FOR MATERIAL AND CONSTRUCTION METHOD REQUIREMENTS.

Xref ..\..\_External_Reference\Title_Block_Reference\CPH Title Block.dwg

www.cphcorp.com

Building Better

Communities Together

1117 East Robinson Street

Orlando, FL 32801

Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143

Architect. No. AA26000926

Landscape No. LC000298

ALLEN C. LANE, P.E.

FL. REG. No. 60144

Allen C. Lane, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

BCB

DRAWN BY

ZA

ISSUE DATE

02.07.25

AE PROJECT NUMBER

2501359

SHEET TITLE

GENERAL NOTES

G002 DRAWING NO.

NEW CLF LOCATION

SILT FENCE

SF

SF

A

D

NEW CLF LOCATION

RHODE ISLAND AVENUE

W RHODE ISLAND AVENUE

SF

D

NEW CLF LOCATION

SF

SF

SF

D

C

SILT FENCE

SF

SF

NEW CLF LOCATION

A

SF

B

CA

SF

C

F

E1

B

B

C

B

30' SLIDING GATE

16' SWING GATE

8' PEDESTRIAN

GATE

CONNECT TO

EXISTING FENCE

SILT FENCE

C

CONNECT NEW

B

CLF TO EXISTING

SILT FENCE

CONNECT NEW

CLF TO EXISTING

REMOVE METAL

POLES / BOLLARDS

RELOCATE

EXISTING GATE

C

SILT FENCE

SILT FENCE

SF

B

C

B

C

E2

C

RELOCATE

G

EXISTING GATE

C

BOLLARDS

3 REQ'D @ 5' C TO C

CONNECT NEW

CLF TO EXISTING

BOLLARDS

4 REQ'D @ 5' C TO C

THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES TO

PROTECT SURROUNDING PROPERTIES. PRIOR TO ANY CONSTRUCTION

ACTIVITY, THE CONTRACTOR SHALL INSTALL FILTER FABRIC AT ALL EXISTING

INLETS AND SHALL REPLACE THEM AS NECESSARY TO REDUCE SILT DEPOSITS

IN PIPES AND INLETS. AS PART OF THE EROSION AND SEDIMENTATION

CONTROL, INSTALL SILT FENCE AS SHOWN ON THE SITE PLAN. SILT FENCE

SHALL BE MAINTAIN IN GOOD WORKING CONDITION THROUGHOUT THE

DURATION OF THE CONSTRUCTION. AFTER THE WORK IS COMPLETE, THE

CONTRACTOR SHALL CLEAN ALL PIPES AND INLETS OF ACCUMULATED SILT

AND DEBRIS AND SHALL REMOVE ALL TEMPORARY EROSION IMPROVEMENTS.

A

RELOCATE EXISTING ELECTRICAL INSTALLATIONS WITHIN

THE NEW PROPOSED PAVEMENT AREAS. REFER TO

ELECTRICAL PLANS.

B

REMOVE AND RELOCATE ALL EXISTING TRAFFIC DEVICES.

REFER TO STRIPING PLAN.

C

REMOVE AND RELOCATE EXISTING CHAIN LINK FENCE.

D

LOCATE, MARK AND PROTECT EXITING CHILLER LINE.

E

RELOCATE DOUBLE BARRIER SWING GATE FROM

LOCATION E1 TO E2.

F

REMOVE AND REPLACE EXISTING GATE TO COVER NEW

DRIVEWAY WIDTH

G

RELOCATE POST INDICATOR VALVE (PIV) 3' AWAY FROM

THE EDGE OF NEW PAVEMENT.

ASPHALT PAVEMENT REMOVAL

WHERE DESIGNATED ON THE PLANS, THE CONTRACTOR SHALL SAWCUT

LIMIT EDGE OF EXISTING ASPHALT PAVEMENT AND SHALL THEN

DEMOLISHED AND REMOVED PAVEMENT MATERIAL. RESTORE THE AREA

BY GRADING AND SODDING THE SURFACE.

CONCERTE SIDEWALK REMOVAL

WHERE DESIGNATED ON THE PLANS, THE CONTRACTOR SHALL SAWCUT

LIMIT EDGE OF EXISTING SIDEWALK AND SHALL THEN DEMOLISHED AND

REMOVED ALL DEBRIS. RESTORE THE AREA BY GRADING AND SODDING

THE SURFACE.

X

X

X

X

X

X

X

X

X

X

SF

PROPERTY LINE

EXISTING IMPROVEMENTS

PROPOSED NEW PAVEMENT ALIGNMENT

EXISTING SANITARY SEWER

EXISTING WATER MAIN

EXISTING DRAINAGE PIPE AND INLET

EXISTING CHAIN LINK FENCE

PROPOSED NEW CHAIN LINK FENCE ALIGNMENT

SILT FENCE

FIBER FLOCCULENT TUBES

SYNTHETIC BALE

TREE REMOVAL

1. THE CONTRACTOR SHALL INSTALL SYNTHETIC STRAW BALES AT ALL EXISTING

INLETS AND SHALL REPLACE THEM AS NECESSARY TO REDUCE SILT DEPOSITS IN

PIPES AND INLETS. AFTER THE WORK IS COMPLETE, THE CONTRACTOR SHALL

CLEAN ALL PIPES AND INLETS OF ACCUMULATED SILT AND DEBRIS AND SHALL

REMOVE ALL TEMPORARY EROSION IMPROVEMENTS. THE CONTRACTOR SHALL

INSTALL EROSION CONTROL MEASURES TO PROTECT SURROUNDING

PROPERTIES.

2. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL WALK THE SITE

WITH THE OWNER'S PROJECT REPRESENTATIVE AND SHALL FLAG TREES AND

OTHER VEGETATION TO BE PRESERVED AND PROTECTED DURING CONSTRUCTION.

BUFFER AREAS ARE TO BE LEFT UNDISTURBED AND IN NATURAL CONDITION. ALL

TREES SHALL BE SAVED IF THEY DO NOT POSE A CONFLICT WITH PROPOSED

UTILITIES, PAVEMENT, SIDEWALKS OR REGRADING OF SIDE SLOPES TO EXISTING

GRADE. ALL TREES TO BE RETAINED SHALL BE BARRICADED TO A POINT WHERE

EXPOSED ROOTS SHALL BE PROTECTED (6' MIN. RADIUS) PRIOR TO

CONSTRUCTION.

3. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH THE SITE

CONDITIONS WHICH MAY AFFECT HIS BID. ANY SIGNIFICANT CONFLICTS AND/OR

VARIATIONS OF THE FIELD CONDITIONS DIFFERING FROM THE PLANS SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER FOR VERIFICATION AND

DIRECTION PRIOR TO THE BID. UPON SUBMISSION OF BID IT IS ASSUMED THAT THE

CONTRACTOR HAS INSPECTED THE SITE AND HAS INCLUDED ALL THE NECESSARY

WORK ITEMS TO COMPLY WITH THE PLANS IN HIS BID.

4. THE CONTRACTOR SHALL OBTAIN COPIES OF ALL PERMITS AND COMPLY WITH ALL

PROVISIONS THERIN (IF APPLICABLE). LIKEWISE HE SHALL BE RESPONSIBLE FOR

COORDINATING CONSTRUCTION INSPECTIONS WITH THE SEMINOLE COUNTY.

5. THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY MEASURES AND

PRECAUTIONS TO PROTECT THE PUBLIC, STAFF AND OTHER PERSONS

THROUGHOUT THE DURATION OF HIS WORK.

6. THE OWNER SHALL HAVE THE RIGHT TO SALVAGE EXISTING MATERIAL OR

EQUIPMENT ON-SITE. ALL MATERIAL OR EQUIPMENT NOT SALVAGED BY THE

OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE PROMPTLY

REMOVED FROM THE SITE.

7. ALL EXCAVATIONS SHALL BE STAKED AND PROBED PRIOR TO ACTUAL WORK.

8. THE CONTRACTOR SHALL DRAW HIS /HER CONCLUSIONS CONCERNING THE NEED

FOR DEWATERING OR OTHER EARTHWORK EQUIPMENT, METHOD AND

PROCEDURES TO ACCOMPLISH THE WORK SHOWN ON THIS PLANS. THESE COSTS

SHALL BE INCLUDED IN THE BID PRICES FURNISHED TO THE OWNER. NO

ADDITIONAL COMPENSATION FOR DEWATERING WILL BE APPROVED. IF

DEWATERING IS NECESSARY, THE CONTRACTOR SHALL USE PUMPS WITH A

CAPACITY OF LESS THAN 895 GPM AND WITH A DISCHARGE PIPE OF LESS THAN

6"Ø, AND LESS THAN 30 WELL POINTS (AND OTHER THRESHOLDS ESTABLISHED

BY THE WATER MG'MT. DISTRICT). THE INTENTION OF THIS REQUIREMENT IS TO

PRECLUDE THE NEED FOR A DEWATERING CONSUMPTIVE USE PERMIT. IF THE

CONTRACTOR TRIPS ANY DEWATERING THRESHOLD, THE CONTRACTOR SHALL

BE REQUIRED TO OBTAIN ALL APPLICABLE DEWATERING PERMIT FROM

APPLICABLE PERMITTING AGENCIES ON HIS OWN TIME AND AT HIS OWN EXPENSE.

9. ALL UNFORESEEN UNDERGROUND UTILITIES (WATER, SEWER, ELECTRIC, ETC.)

DAMAGED DURING CONSTRUCTION SHALL IMMEDIATELY BE BROUGHT TO THE

ATTENTION OF THE OWNER'S REPRESENTATIVE OR THE ENGINEER AND SHALL

IMMEDIATELY BE REPAIRED AND RESTORED BY THE CONTRACTOR TO MINIMIZE

DISRUPTION TO THE FACILITY'S OPERATION. UNFORESEEN UNDERGROUND REPAIRS

SHALL BE REVIEWED BY THE OWNER FOR CHANGE ORDER CONSIDERATION.

10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S PROJECT

REPRESENTATIVE ANY EXISTING IRRIGATION INSTALLED IN THE PROJECT AREA.

ANY PORTION OF THE IRRIGATION SYSTEM (HEADS, LINES, LATERALS, ETC.) THAT

WILL BE IMPACTED BY THE PROJECT SHALL BE RELOCATED. ANY DAMAGED

COMPONENTS SHALL BE REPAIRED. ALL NEW UNPAVED AREAS SHALL BE

SODDED WITH "BAHIA" GRASS. THE GRASS SHALL BE ROLLED AND MAINTAINED

BY THE CONTRACTOR UNTIL SUBSTANTIAL COMPLETION OF THE PROJECT.

11.PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRUCTOR SHALL WALK THE

SITE WITH A SCHOOL REPRESENTATIVE TO TEST AND OBSERVE THE EXISTING

IRRIGATION SYSTEM. AS PART OF THIS PROJECT, THE CONTRACTOR SHALL

ADJUST / REPAIR AS NECESSARY THE EXISTING SYSTEM TO ADAPT TO THE

IMPROVEMENTS FOR THE PROPER OPERATION OF THE IRRIGATION SYSTEM.

12. THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PREPARED

BY GEOTECHNICAL AND ENVIRONMENT CONSULTANTS, INC., DATED XX.XX.XXXX

FOR ALL EARTHWORK REQUIREMENTS, PROCEDURES, MATERIALS, TESTING

AND INSPECTIONS.

13. THE CONTRACTOR SHALL INSTALL A TEMPORARY CONSTRUCTION 6' HIGH

DOUBLE CHAIN LINK PERIMETER FENCE 10' APART TO SEPARATE THE

CONSTRUCTION AREA FROM THE REST OF THE CAMPUS AND SHALL MAINTAIN

THE CONSTRUCTION FENCE THROUGH THE DURATION OF THE PROJECT.

N

40

0

40

C

NEW CLF LOCATION

CONNECT NEW

CLF TO EXISTING

C

SITE BENCHMARK #508

D= 24°37'38"

R = 2018.00'

C = 860.72'

L = 867.38'

CB = S 12°33'06" W

www.cphcorp.com

Building Better

Communities Together

1117 East Robinson Street

Orlando, FL 32801

Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143

Architect. No. AA26000926

Landscape No. LC000298

ALLEN C. LANE, P.E.

FL. REG. No. 60144

OPTIONAL POST POSITIONS

20°±

PRINCIPLE POST POSITION

(CANTED 20° TOWARD FLOW)

FILTER FABRIC

SILT FLOW

POST (OPTIONS: 2" x 4" OR

2 1/2" MIN DIA. WOOD: STEEL

1.33 LBS/FT. MIN.)

SECTION

6' MAX

FILTER FABRIC (IN

CONFORMANCE WITH

SEC. 985 FDOT SPEC.)

ELEVATION

Allen C. Lane, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

BCB

DRAWN BY

ZA

ISSUE DATE

02.07.25

AE PROJECT NUMBER

2501359

SHEET TITLE

DEMOLITION PLAN

C100 DRAWING NO.

PROPERTY CORNER COORDINATE

REFERENCE POINT

NORTHING: 1672282.2270

EASTING: 555683.3310

RHODE ISLAND

SITE BENCHMARK #502

AVENUE

W RHODE ISLAND AVENUE

C

C15

7

PROPERTY CORNER COORDINATE

REFERENCE POINT

NORTHING: 1672226.5851

D= 76°52'05"

R = 100.00'

EASTING: 555572.2663

C = 124.32'

L = 134.16'

CB = S 63°17'57" W

24'

7

C6

C6

2

APPROX. CHILLED WATER MAIN

LOCATION. FLD. LOCATE PRIOR

TO CONSTRUCTION

CLCBR=D===88=S62672010.4132.7°88°32.3'07'30''30' 86""7W

5

C10

6

D= 18°39'39"

R = 2149.00'

C = 696.83'

L = 699.92'

7 L1

CB = S 87°35'50" E

7

C11

C13

12

REPLACE GATE TO COVER

NEW DRIVEWAY WIDTH

2A

A

B1

4

7

C5

7

7 C8

CLCBR=D===8=8S62670210.4132.8°78°3.23'07'30''3'086"" W

7

24'

7

F.D.C.

24'

7

8

13

L3

7

2B

6

8

10'

9

7

3

C9

8' WIDE CONCRETE SIDEWALK

8

L4

6

8

3

3

3

30'

7

2B

5'

12'

6

POUR CONCRETE TO MATCH

EXISTING WALKWAY GRADE

5

L7

2B

7

6

SIGNAGE / STRIPING GENERAL NOTES

8

7

5

1. THE CONTRACTOR SHALL INCLUDE IN THE BID, THE COST OF SIGNING AND STRIPING. ALL SIGNING AND

STRIPING SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND CITY

STANDARDS. ALL ONSITE STRIPING SHALL BE PAINTED TO CONFORM TO FDOT STANDARDS AND SHALL

INCLUDE WHITE PARKING SPACE STRIPING, BLUE HANDICAP SPACE STRIPING WITH SYMBOL, WHITE

STOP BARS, WHITE DRIVING LANE MARKING, AND WHITE TRAFFIC DIRECTIONAL ARROWS AS DEPICTED

ON THE SITE PLAN. ALL STOP SIGNS SHALL BE 30''HI INTENSITY STOP SIGNS. THE CONTRACTOR SHALL

FURNISH AND INSTALL AN APPROVED DISABLED PARKING SIGN 7' TO THE BOTTOM OF SIGN (ABOVE

GRADE) AT THE HEAD OR FRONT OF EACH SPACE.

1

2. ALL PAVING WORK SHALL BE PERFORMED TO FDOT STANDARDS AND SPECIFICATIONS.

CENTERLINE GEOMETRY

3. ALL TRAFFIC CONTROL SIGNS AND STRIPING MUST BE IN ACCORDANCE WITH THE LATEST FDOT MUTCD

AND THE CITY OF DEBARY TRAFFIC STANDARDS.

5

7

Curve Table

Curve # Length Radius

Delta

C1

10.865 381.879 001.6301

C2

11.844 56.460 012.0191

C3

12.661 48.855 014.8492

C4

9.889 25.499 022.2200

C5

23.779 28.686 047.4944

C6

54.598 42.000 074.4816

C7

23.293 32.000 041.7055

C8

52.575 33.447 090.0630

C9

57.585 185.000 017.8345

C10 86.558 429.787 011.5392

C11 62.814 185.000 019.4539

C12 59.925 22.479 152.7432

C13

11.252 209.000 003.0846

C14 34.569 56.000 035.3689

C15 101.866 32.000 182.3908

C16 36.899 56.000 037.7531

C17

53.350 57.748 052.9320

C18

53.259 306.545 009.9546

Line Table

Line # Length

Direction

L1 358.940 S79° 07' 35.45"E

L2 196.866 N26° 23' 30.89"E

L3 143.035 S56° 46' 18.50"W

L4 427.424 N56° 53' 23.29"E

L5 243.661 N21° 31' 15.24"E

L6 195.869 S19° 08' 51.24"W

L7 570.909 S56° 54' 02.49"W

4. TWO (2) WEEK "CURE TIME" ON ASPHALT REQUIRED PRIOR TO FINAL MARKINGS INSTALLATION. AFTER

RECOMMENDED ASPHALT CURING PERIOD, RESTRIPE THE ENTIRE LOT WITH TWO (2) COATS OF

CHLORINATED RUBBER-ALKYD AASHTO PAINT M248 (FS-TT-P-115) TYPE III,TWO (2) MILLS MIN. PER COAT.

5. NO MARKINGS ARE TO BE INSTALLED IN CITY RIGHT OF WAYS PRIOR TO FIELD APPROVAL OF

LAYOUT LINES BY CITY TRAFFIC ENGINEER.

6. CENTERLINE OF PROPOSED PAVEMENT TO BE STRIPED USING 4" SOLID DOUBLE YELLOW LANE LINE.

7. ARROWS TO CONFORM WITH ROADWAY AND TRAFFIC DESIGN STANDARD INDEX NO. 711-001

(DRAWING 1 OF 13). PAINT ARROWS IN LOCATIONS SHOWN ON PLANS.

8. ALL SIGNS SHALL BE ERECTED WITH BRACKETS. ADDITIONALLY, THE BACK SIDE OF EACH SIGN IS

REQUIRED TO HAVE THE DATE OF INSTALLATION STENCILED ON IT (MONTH/YEAR), IN ONE (1") INC

FIGURES USING A LONG LASTING BLACK FLAT PAINT.

9. THE EXISTING PAVEMENT WIDTHS ARE NOT ALWAYS CONSISTENT. THE CONTRACTOR SHALL

ADJUST STRIPING THE PAVEMENT TO DIVIDE THE WIDTH OF THE LANES TO EQUAL WIDTHS UNLESS

OTHERWISE SPECIFICALLY SHOWN ON THE STRIPING PLAN.

10. CONTRACTOR SHALL UPDATE AND RETROFIT ALL TRAFFIC SIGNAGE THAT DOES NOT COMPLY TO

CURRENT FDOT AND ADA STANDARDS.

11. EXISTING PARKING AREAS DO NOT MEASURE EXACTLY TO FIT 9' AND 10' WIDE SPACES IN A ROW.

THE CONTRACTOR SHALL MEASURE EACH PARKING AREA AND DIVIDE THE LENGTH EQUALLY WITH

THE MINIMUM PARKING WIDTH OF 9'.

12. ALL PAVEMENT MARKINGS WITHIN THE RIGHT-OF-WAY SHALL BE THERMOPLASTIC.

13. ROAD GORE RPMS/STRIPING AND PERIMETER STRIPING TO BE SOLID YELLOW PER FDOT STANDARD

INDEX 706-001.

14. CONTRACTOR SHALL PROVIDE AND COORDINATE WITH THE CITY TEMPORARY TRAFFIC

MANAGEMENT (a.k.a. MOT) DURING CONSTRUCTION WITHIN THE D. SMITH BLVD. RIGHT-OF-WAY.

SIGNAGE AND STRIPING INDEX

COORDINATES

Coordinates Table

Point #

Northing

Easting

2 MAINTENANCE OF TRAFFIC

A

1672238.3886 556059.4748

D

THE CONTRACTOR SHALL INCLUDE IN THIS BID A MAINTENANCE OF

B

1672237.1422 556081.1842

TRAFFIC PLAN TO MAINTAIN THE OPERATION OF THE PARENT LOOP

DURING CONSTRUCTION. THE TRAFFIC PLAN SHALL BE SUBMITTED TO

THE ENGINEER AND THE OWNER'S REPRESENTATIVE FOR REVIEW AND

APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY.

1 STOP BAR AND STOP SIGN

2A 4' CROSS WALK

2B 8' CROSS WALK

3 HANDICAPPED PARKING

AND SIGNAGE

4 RIGHT TURN ONLY SIGN

5 THRU LANE MARKING

6 SPEED TABLE, SEE DETAIL ON SHT. C500

7 8' LANE DIVIDER SKIP WHITE

8 FIRE LANE STRIPING

LEGEND

EDGE OF PAVEMENT

2

TRAFFIC SIGN / MARKING

STRIPING LINES

15

PARKING COUNT

DIRECTIONAL ARROWS

E

COORDINATE POINT

EXISTING CHILLED WATER MAIN

N

40

0

40

80

SITE BENCHMARK #508

D= 24°37'38"

R = 2018.00'

C = 860.72'

L = 867.38'

CB = S 12°33'06" W

SITE BENCHMARK #511

www.cphcorp.com

Building Better

Communities Together

1117 East Robinson Street

Orlando, FL 32801

Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143

Architect. No. AA26000926

Landscape No. LC000298

ALLEN C. LANE, P.E.

FL. REG. No. 60144

Allen C. Lane, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

BCB

DRAWN BY

ZA

ISSUE DATE

02.07.25

AE PROJECT NUMBER

2501359

SHEET TITLE

DIMENSION, AND

STRIPING PLAN

DRAWING NO.

C101

RHODE ISLAND AVENUE

52.50 T

52.00 G

52

54.00 T

53.50 G

54.00 T

53.50 G

53

51.50 T

51.00G

51.12 T

50.62 G

52.02 T

51.52 G

51.70 T

51.20 G

50.88 T

50.38 G

49.80

C

GRATE EL.

49.55

49.70

48.00

52.50 T

52.00 G

A

GRATE EL.

51.76

53

52.50 T

52.00 G

53

52

50.50 T

51

50.00 G

50.90 T

50.40 G

B

GRATE EL.

49.05

53.33 T

52.83 G

53.33 T

52.83 G

55.66 T

55.16 G

55.85 T

55.35 G

54

53.88 T

53.38 G

53

54

53.88 T

52

53.38 G

51

INSTALL TYPE "F" CURB AROUND

NEW PARKING SPACES

47.68 T

47.18 G47.08 T

46.58 G

49.50

48.00

47.51 T

46.10 G

46.20 T

45.70 G

45.90 T

45.40 G

46.20 T

45.70 G

47.42 T

46.10 G

46.16 T

45.66 G

MATCH EXISTING

WALKWAY GRADES

50.54

51

49.00

51.70 T

51.20 G

D

48.26 T

47.76 G

R8 .4 0

48.70 T

48.20 G

49

47.76

48

48.70 T

48.20 G

46.00

INSTALL RIBBON

CURB AT INSIDE EOP

46.50 T

46.00 G

47.00 T

46.50 G

E

GRATE EL.

46.26

45.00

F

46.50

GRATE EL.

44.74

45.50 T

45.00 G

47.50T

47.00 G

47.00

46.00

46.75

46

47.00 T

46.50 G

47.00 T

46.50 G

46.75 T

46.25 G

INSTALL RIBBON

CURB AT INSIDE EOP

46.50 T

46.00 G

45.62 T

45.18 G

45.50 T

46.00 G

XX.XX

45

SF

PROPOSED SIDEWALK

PROPOSED GRADE SHOT

PROPOSED STORM DRAINAGE

PROPOSED CONTOUR LINE

SILT FENCE

NEW PAVEMENT

WHERE DESIGNATED ON THE PLANS, THE CONTRACTOR SHALL SAWCUT

EDGE OF EXISTING PAVEMENT AND CONSTRUCT NEW PAVEMENT TO

MATCH ADJACENT PAVEMENT GRADES.

CONCRETE PAVEMENT

WHERE DESIGNATED ON THE PLANS, THE CONTRACTOR SHALL SAWCUT

EDGE OF EXISTING WALKWAY AND CONSTRUCT NEW CONCRETE

PAVEMENT TO MATCH ADJACENT PAVEMENT GRADES.

PAVEMENT RESURFACING

WHERE DESIGNATED ON THE PLANS, THE CONTRACTOR PROVIDE A FULL

DEPTH MILL AND RESURFACE THE EXISTING ASPHALT PAVEMENT. GRADE

ADJUSTMENTS MAYBE NECESSARY TO MEET A.D.A. AND DRAINAGE SLOPE

REQUIREMENTS AS INDICATED ON THE GRADING PLAN .

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE VARIOUS

GRADING, PAVING, AND DRAINAGE WORK TO ACCOMPLISH THE PROPER

FUNCTIONING OF THE SITE IMPROVEMENTS.

2. TO PREVENT WATER FROM PONDING OR STANDING ON SIDEWALK OR PAVEMENT

AREAS, ADJACENT SOD SHALL BE INSTALLED 1" BELOW THE EDGE OF PAVEMENT

OR SIDEWALK. THE CONTRACTOR SHALL SOD THOSE AREAS DESIGNATED ON THE

PLANS OR IN THE BID DOCUMENTS AND MAINTAIN UNTIL A STAND OF GRASS HAS

BEEN ATTAINED.

3. THE CONTRACTOR SHALL RESTORE AND REPAIR ALL SIDEWALKS, PAVEMENT OR

GRASSY AREAS DAMAGED DURING THE CONSTRUCTION TO EQUAL OR BETTER

CONDITION AND SHALL INCLUDE SUCH COSTS IN HIS BID. DISTURBED GRASSY

AREAS SHALL BE SODDED WITH "BAHIA" GRASS UNLESS OTHERWISE NOTED ON

THE LANDSCAPING PLANS.

4. THE CONTRACTOR SHALL CONFORM WITH ALL INSPECTION REQUIREMENTS OF THE

VOLUSIA COUNTY SCHOOLS AND CITY OF ORANGE CITY. FAILURE TO COMPLY WITH

INSPECTION REQUIREMENTS SHALL RESULT IN NON-ACCEPTANCE OF SPECIFIC

WORK ITEMS.

5. WHERE NEW PAVEMENT TIES TO EXISTING, THE EDGE OF THE EXISTING

PAVEMENT SHALL BE SAWCUT AND THEN MATCHED.

6. AS PART OF THE WORK, THE CONTRACTOR SHALL ADJUST EXISTING SANITARY

MANHOLE TOPS, STORM INLET GRATES, WATER VALVE BOXES, ETC. AS

NECESSARY TO MATCH NEW PAVEMENT GRADE.

7. THE DESIGN COVERED BY THIS PROJECT MEETS FBC LATEST EDITION.

8. THE SIGNAGE INSTALLED AS PART OF THIS PROJECT IS TO MEET WIND LOAD

CRITERIA PER ASCE 7-98, FBC 423.10.6 AND 423.9, AND LATEST FDOT

STANDARD PLANS FOR ROAD CONSTRUCTION.

9. TO PROMOTE POSITIVE DRAINAGE WITHIN THE SECURED PARKING AREA, THE

CONTRACTOR SHALL REGRADE PORTIONS OF THE EXISTING PAVEMENT BASED

ON THE GRADE SHOTS SHOWN ON THE SITE PLAN.

10. AS PART OF THE PROJECT SCOPE, THE CONTRACTOR SHALL CLEAN AND

VACUUM ALL EXISTING STORM DRAIN WITHIN THE PROJECT SITE UP TO THE

POINT OF DISCHARGE.

11. VERTICAL CURB SHALL BE INSTALLED AT ALL NEW PAVEMENT DRIVEWAY TO

MATCH EXISTING EXCEPT IF OTHERWISE NOTED.

12. CONCRETE WHEEL STOPS SHALL BE INSTALLED AT PARKING SPACES

ABUTTING PEDESTRIAN SIDEWALKS.

A

A TO B

B

C

C TO D

D

FDOT TYPE C INLET

GRATE EL. 51.76

INV. EL.

46.76

79 L.F. - 15" HDPE @ 3.4%

EXISTING INLET

GRATE EL. 49.05

* TIE-IN EL. 44.07

FDOT TYPE C INLET

GRATE EL. 49.76

INV. EL.

44.76

77 L.F. - 18" HDPE @ 4.3%

EXISTING INLET

GRATE EL. 46.46

* TIE-IN EL. 41.46

E

E TO F

F

FDOT TYPE C INLET

GRATE EL. 46.26

INV. EL. 41.26

59 L.F. - 15" HDPE @ 0.9%

DOGHOUSE TYPE C INLET

GRATE EL. 44.74

* N/S INV. EL. 40.73

W INV. EL. 40.73

N

40

0

40

80

www.cphcorp.com

Building Better

Communities Together

1117 East Robinson Street

Orlando, FL 32801

Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143

Architect. No. AA26000926

Landscape No. LC000298

ALLEN C. LANE, P.E.

FL. REG. No. 60144

Allen C. Lane, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

BCB

DRAWN BY

ZA

ISSUE DATE

02.07.25

AE PROJECT NUMBER

2501359

SHEET TITLE

GRADING AND

DRAINAGE PLAN

C102 DRAWING NO.

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