Attachment_B-Drawings-Plans.pdf

INVITATION TO BID DOCUMENTS

ITB-25-001-KY

CONSTRUCTION OF SPRING LAKE TRAIL FROM

NORTHLAKE BOULEVARD TO OAKLAND ROAD

(FDOT LAP)

FPID 447564-1-58-01

FAN D524 070 B

ATTACHMENT B – DRAWINGS / PLANS

CITY OF ALTAMONTE SPRINGS

City Hall, Suite 1030

Procurement Division 225 Newburyport Avenue

Altamonte Springs FL 32701-3697

For Contract Information & Updates go to https://www.myvendorlink.com/cityofaltamontesprings/searchcontracts.aspx https://www.myvendorlink.com/cityofaltamontesprings/searchcontracts.aspx

ROADWAY PLANS SHOP DRAWINGS TO BE SUBMITTED

TO:

PLANS PREPARED BY:

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

\\vhb.com\gbl\proj\Orlando\63358.02 Spring Lake Trail\cad\te\63358.02 Spring Lk Rd Trl\roadway\KEYSRD01.dwgBrian MacEwen

1. KEY SHEET

ENGINEER OF RECORD: BRIAN A. MACEWEN, PE

P.E. NO.: 81432

BEE LINE

EXPRESSWAY

FLORIDA STURNPIKE

PENSACOLA

FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

LAKE CITY

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOW

ST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

SHEET

NO.

INDEX OF ROADWAY PLANS

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

2 SIGNATURE SHEET

3 - 4 SUMMARY OF PAY ITEMS

GN-1 - GN-3 GENERAL NOTES

PL-1 PROJECT LAYOUT SHEET

TY-1 - TY-2 TYPICAL SECTIONS

RD-1 - RD-10 PLAN & PROFILE SHEETS

INT-1 INTERSECTION PLAN SHEETS & DETAILS

DS-1 - DS-2 DRAINAGE STRUCTURES

XS-1 - XS-15 CROSS SECTIONS

T-1 GUIDE SIGN WORKSHEET

LA-1 - LA-15 LANDSCAPE PLAN

IRR-16 - IRR-29 IRRIGATION PLAN

End Project Spring Lake Trail

STA. 149+84.88

Project Location

N

0 1 2

Miles

Begin Project Spring Lake Trail

STA. 100+45.30

APOPKA

LAKE MARY

OVIEDO

Vanasse Hangen Brustlin, Inc.

Transportation, Land Development, Environmental Services 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407) 839-4006 Certificate of Authorization # 3932

BRIAN A. MACEWEN, P.E.

VANASSE HANGEN BRUSTLIN, INC.

225 E. ROBINSON STREET, SUITE 300

ORLANDO, FL 32801

CITY OF ALTAMONTE SPRINGS, FLORIDA

ROADWAY PLANS

SPRING LAKE TRAIL

FROM NORTHLAKE BLVD. TO OAKLAND RD.

PROJECT LENGTH IS BASED ON ℄ OF CONSTRUCTION

LENGTH OF PROJECT

LINEAR FEET MILES

ROADWAY 0.00 0.000

TRAIL 4939.58 0.936

SHARED LANE MARKINGS 0.00 0.000

SIDEWALK 0.00 0.000

NET LENGTH OF PROJECT 4939.580 0.936

EXCEPTIONS 0.00 0.000

GROSS LENGTH OF PROJECT 4939.58 0.936

PROJECT MANAGER: LENNY BARDEN, P.E.

4/3/2025 10:23 PM

ORLANDO

A DETAILED INDEX APPEARS ON THE

KEY SHEET OF EACH COMPONENT

COMPONENTS OF CONTRACT PLANS SET

ROADWAY

100% PLANS

DATE: APRIL 4, 2025

ALTAMONTE SPRINGS

PAT BATES MAYOR

JIM TURNEY DISTRICT 1 COMMISSIONER

MIKE BRUNSCHEEN DISTRICT 2 COMMISSIONER

SARAH REECE DISTRICT 3 COMMISSIONER

BOB O'MALLEY DISTRICT 4 COMMISSIONER

FRANKLIN W. MARTZ, II CITY MANAGER

BRUCE DOIG, PE, LEED-AP PUBLIC WORKS & UTILITIES DIRECTOR

LENNY BARDEN, PE CITY ENGINEER

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PW2016-033

FINANCIAL PROJECT ID 447564-1-58-01

(FEDERAL AID NUMBER D524-070-B)

GOVERNING STANDARD PLANS:

Florida Department of Transportation, FY2025-26 Standard plans for Road and Bridge Construction and applicable Interim Revisions (Irs).

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

APPLICABLE IRs: N/A

GOVERNING STANDARD SPECIFICATIONS:

Florida Department of Transportation, FY2025-26 Standard Specifications for Road and Bridge Construction at the following website:

http://www.fdot.gov/design/Standardplans.shtm http://www.fdot.gov/programmanagement/Implemented/SpecBooks http://www.fdot.gov/design/standardplans/ http://www.dot.state.fl.us/programmanagement/implemented/specbooks

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

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SIGNATURE SHEET

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

BR

IA

N A

. MACEW

EN

FLORI'A

81432

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE

RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE

WITH RULE 61G15-23.004‚ F.A.C.

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

VANASSE HANGEN BRUSTLIN, INC.

225 E. ROBINSON STREET, SUITE 300

ORLANDO, FL 32801

CERTIFICATE OF AUTHORIZATION: 3932

BRIAN A. MACEWEN, P.E. NO. 81432

ROADWAY PLANS

Brian A. MacEwen, P.E.

PE # 81432

1 KEY SHEET

2 SIGNATURE SHEET

3 - 4 SUMMARY OF PAY ITEMS

GN-1 - GN-3 GENERAL NOTES

PL-1 PROJECT LAYOUT SHEET

TY-1 - TY-2 TYPICAL SECTIONS

RD-1 - RD-10 PLAN & PROFILE SHEETS

INT-1 INTERSECTION PLAN SHEETS & DETAILS

DS-1 - DS-2 DRAINAGE STRUCTURES

XS-1 - XS-15 CROSS SECTIONS

T-1 GUIDE SIGN WORKSHEET

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE

RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE

WITH RULE 61G10-11.011‚ F.A.C.

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

VANASSE HANGEN BRUSTLIN, INC.

225 E. ROBINSON STREET, SUITE 300

ORLANDO, FL 32801

CERTIFICATE OF AUTHORIZATION: 3932

CHRISTOPHER SHAWN TOFTE, P.L.A NO.

6667432

2 SIGNATURE SHEET

LA-1 - LA-15 LANDSCAPE PLAN

IRR-16 - IRR-29 IRRIGATION PLAN

BID ITEM NO. ITEM DESCRIPTION UNIT APPROX.

QUANTITY

COAS-1 PRE CONSTRUCTION VIDEO OF WORK AREA LS 1

COAS-2 RECORD DRAWINGS LS 1

COAS-3 MAINTENANCE BOND % 10

0101 1 MOBILIZATION LS 1

0102 1 MAINTENANCE OF TRAFFIC LS 1

0110 1 1 CLEARING & GRUBBING AC 3.32

0110 4 10 REMOVAL OF EXISTING CONCRETE SY 113

0120 1 REGULAR EXCAVATION CY 4,181.3

0285704 OPTIONAL BASE, BASE GROUP 04 SY 5,105

0285711 OPTIONAL BASE, BASE GROUP 11 SY 1,171

0120 6 EMBANKMENT CY 99.8

0160 4 TYPE B STABILIZATION SY 11,963

0334 1 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 531.9

0354 1101 PERVIOUS CONCRETE PAVEMENT, 6" SY 1,171

0425 1523 INLETS, DT BOT, TYPE C,JBOT, <10' EA 1

0425 1561 INLETS, DT BOT, TYPE F, <10' EA 6

0425 1565 INLETS, DITCH BOTTOM, TYPE F, PARTIAL EA 1

0425 5 MANHOLE, ADJUST EA 1

0425 5 1 MANHOLE, ADJUST, UTILITIES EA 1

0430175115 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 15"S/CD LF 8

0430175130 PIPE CULVERT, OPT MATERIAL, ROUND, 30"S/CD LF 71

0443 70 3 FRENCH DRAIN, 18" LF 405

0443 70 5 FRENCH DRAIN, 30" LF 743

0520 2 1 CONCRETE CURB, TYPE A LF 250

0522 1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 20

0522 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 100

0527 2 DETECTABLE WARNINGS SF 138

0550 10212 BLACK FENCING, TYPE B, 0.5-5.0', W/ VINYL COATING LF 1,310

0550 60223 BLACK FENCE GATE, TYPE B, DOUBLE, 12.1-18.0' OPENING EA 3

0570 1 2 PERFORMANCE TURF, SOD SY 6,190

0580 12 82 MULCHING, 3" DEEP LAYER SY 1,584

0580 4344 LANDSCAPE- PALMS, SABAL PALMETTO SABAL PALMETTO, 13-15' CLEAR TRUNK EA 15

0580 5132 LANDSCAPE- TREES, CRAPE MYRTLE STANDARD/SINGLE LAGERSTROEMIA INDICA 'STANDARD', 8-10' OVERALL HEIGHT EA 3

0580 5223 LANDSCAPE- TREES, LIVE OAK QUERCUS VIRGINIANA, 11-14' OVERALL HEIGHT EA 2

0580 5562 LANDSCAPE- TREES, NELLIE R STEVENS HOLLY, ILEX CORNATA 'NELLIE R STEVENS, 8-10' OVERALL HEIGHT EA 1

0580 7101 LANDSCAPE- SMALL SHRUB/ORNAMENTAL GRASS, MUHLY GRASS MUHLENBERGIA CAPILLARIS, 1 GALLON CONTAINER EA 1,258

0580 7193 LANDSCAPE- SMALL SHRUB/ORNAMENTAL GRASS, DWARF YOUPON HOLLY ILEX VOMITORIA 'SCHILLINGS', 3 GALLON EA 25

0580 7263 LANDSCAPE- SMALL SHRUB/ORNAMENTAL GRASS, COONTIE ZAMIA PUMILA, 3 GALLON EA 300

0580 7371 LANDSCAPE- SMALL SHRUB/ORNAMENTAL GRASS, MARSH GRASS/ SAND CORD GRASS, SPARTINA BAKERI, 1 GALLON EA 89

0580 7537 LANDSCAPE- SMALL SHRUB/ORNAMENTAL GRASS, CRINUM SPP. CRINUM LILY, 7 GALLON EA 11

0580 7613 LANDSCAPE- SMALL SHRUB/ORNAMENTAL GRASS, HELIANTHUS DEBILIS BEACH SUNFLOWER, 3 GALLON EA 90

0590 1 LANDSCAPE IRRIGATION SYSTEM LS 1

SUMMARY OF PAY ITEMS

SHEET 1

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

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Brian A. MacEwen, P.E.

PE # 81432

Brian MacEwen 4/22/2025 3:13:33 PM

BID ITEM NO. ITEM DESCRIPTION UNIT APPROX.

QUANTITY

0635 2 12 PULL & SPLICE BOX, F&I, 24" X 36" COVER SIZE EA 5

0700 1111 BLACK SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 47

0700 1600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 3

0705 11 1 DELINEATOR, FLEXIBLE TUBULAR EA 10

0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 38

0710 11290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 24

0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 40

0711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 26

0711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 4

0711 11223 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 12" LF 50

0711 14123 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 12" FOR CROSSWALK LF 45

0711 14125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 120

0711 16201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.077

0711 17 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 56

0751 36 10 BLACK BIKER BAR-LEAN RAIL, FURNISH & INSTALL EA 2

0751 37 TRASH RECEPTACLE EA 3

0751 37 2 TRASH RECEPTACLE- DOGIPOT EA 4

0751 38 14 BENCH, F&I, STEEL EA 3

* DENOTES PAY ITEM IS PART OF BID ALTERNATIVE #1

SUMMARY OF PAY ITEMS

SHEET 2 4

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

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Brian A. MacEwen, P.E.

Ryan Verdel 4/9/2025 9:18:15 AM

GENERAL

1. THE HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE

RELATIVE TO NORTH AMERICAN DATUM, NAD 1983, 1990 ADJUSTMENT, STATE

PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE. CONTROL POINT USED FOR

THIS SURVEY ARE NATIONAL GEODETIC SURVEY, NGS POINT "KAREN MCKEE", A

FOUND 4"X4" CONCRETE MONUMENT WITH DISK "GIS-0131 KAREN MCKEE,

LOCATED IN SECTION 13, TOWNSHIP 22 SOUTH, RANGE 27 EAST, ORANGE COUNTY,

FLORIDA.

2. VERTICAL INFORMATION SHOWN HEREON IS BASED ON THE SEMINOLE COUNTY

BENCHMARK DATUM BEING A FOUND PK NAIL & DISK STAMPED SEMINOLE

COUNTY IN A STORM INLET 40' FEET ± WEST OF THE CENTERLINE OF ROBIN

ROAD AND 7' FEET SOUTH OF EDGE OF PAVEMENT OF STATE ROAD 436. IT HAS

A DESIGNATION NUMBER OF #8157203 AND A PUBLISHED ELEVATION OF 92.394

FEET. NORTH AMERICAN VERTICAL DATUM, NAVD 1988

3. CONTRACTOR SHALL NOTIFY "SUNSHINE 811" (1-800-432-4770) AT LEAST 72

HOURS BEFORE EXCAVATING. CONTRACTOR IS REQUIRED TO UPDATE LOCATES

MONTHLY DURING CONTRACT TERM.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.

CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS

AND LOCAL REQUIREMENTS.

5. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS

SHALL BE CONSTRUCTED IN CONFORMANCE WITH STANDARDS OF THE FEDERAL

AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND

REGULATIONS (WHICHEVER ARE MORE STRINGENT).

6. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH

IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE

SOD. SOD SHALL MATCH EXISTING SOD TYPE.

7. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL

STANDARDS.

8. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY

CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY

PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED

ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT

DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE

HYDRANTS, WITHOUT APPROPRIATE PERMITS.

9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE

CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR

ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND

OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION

ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE

CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO

AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER

IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION

CAN BE TAKEN.

11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE

SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE

ACTION IF SUCH OCCURS.

12. DAMAGE RESULTING FROM CONSTRUCTION SHALL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO

PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE

TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.

14. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN

THE NPDES CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA

JURISDICTION. PRIOR TO THE START OF CONSTRUCTION CONTRACTOR IS TO FILE

A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A STORMWATER

POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS.

CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT

WITH THE EPA.

15. CONSTRUCTION MATERIALS AND EXCAVATED MATERIALS SHALL BE STORED OR

STOCK PILED WITHOUT CAUSING ANY OBSTRUCTION OR INCONVENIENCE TO THE

RESIDENTS. CONTRACTOR SHALL PLACE SILT FENCE AROUND THE PERIMETER OF

ALL STOCKPILED MATERIALS. MAXIMUM HEIGHT OF STOCKPILED MATERIALS

SHALL NOT EXCEED 20.0'.

16. CONTRACTOR SHALL NOTIFY RESIDENTS 2 WEEKS PRIOR TO CONSTRUCTION. IN

ADDITION, CONTRACTOR SHALL NOTIFY RESIDENTS 48 HOURS PRIOR TO ANY

WATER OUTAGE AND SERVICE OUTAGES SHALL BE PROVIDED AT 2 WEEKS AND

48 HOUR INTERVALS.

17. HOURS OF CONSTRUCTION ACTIVITY SHALL BE PERFORMED BETWEEN 7:00 AM TO

5:00 PM, MONDAY THROUGH FRIDAY. SATURDAY WORK BETWEEN 7:00 AM TO 5:00

PM MAY BE APPROVED. SUNDAY WORK ACTIVITY IS ONLY ALLOWED FOR

EMERGENCY WORK AND REQUIRES A SEPARATE PERMIT. ANY WORK ANTICIPATED

TO BE PERFORMED BETWEEN THE HOURS OF 8:00 PM TO 7:00 AM WILL REQUIRE

PRE APPROVAL BY THE CITY AND WILL ALSO REQUIRE THE CONTRACTOR TO

OBTAIN A "NOISE PERMIT". THE NOISE PERMIT REQUIRES EITHER THE

SIGNATURE OF THE CITY MANAGER OR HIS DESIGNEE, AND THE APPLICATION

MUST BE SUBMITTED WITH ENOUGH TIME TO ALLOW FOR REVIEW AND POSSIBLE

COORDINATION WITH IMPACTED BUSINESSES OR RESIDENTS.

18. CONTRACTOR IS RESPONSIBLE FOR EMPLOYEE CONDUCT AND TEMPORARY

RESTROOM FACILITIES.

19. CLOSE OUT TO FOLLOW FDOT REQUIREMENTS & SPECIFICATIONS, AS WELL AS

THE CITY'S REQUIREMENTS & SPECIFICATIONS. WHILE BOTH SETS OF

REQUIREMENTS NEED TO BE MET, IN THE EVENT OF A CONFLICT BETWEEN FDOT

& CITY REQUIREMENTS THE MORE STRINGENT WILL CONTROL. REFER TO ARTICLE

16 OF THE CITY'S LAND DEVELOPMENT CODE FOR PROJECT CLOSE OUT

REQUIREMENTS INCLUDING RECORD DRAWING AND AS-BUILT SURVEY. REFER TO

CITY SPECIFICATIONS SECTION 01720 FOR ADDITIONAL INFORMATION ON RECORD

DRAWING CRITERIA.

20. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EXCAVATION METHODS IN

ACCORDANCE TO THE SPECIFICATIONS AND WHERE STRUCTURAL INTEGRITY OF

THE SURROUNDING EMBANKMENT AND STRUCTURES IS MAINTAINED.

21. DRIVEWAY LOCATIONS WERE OBTAINED THROUGH AERIAL AND FIELD REVIEW,

THEREFORE THE LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY

LOCATION OF DRIVEWAYS.

22. NON-WOVEN FILTER FABRIC TO LINE THE STONE RESERVOIR SHALL BE

INCLUDED IN THE CONTRACT UNIT PRICE WITH PAY ITEM 354-1-101 PERVIOUS

CONCRETE PAVEMENT 6".

23. PAY ITEM 285-711 OBG11 SHALL COVER PAYMENT FOR THE 1' DEEP STONE

RESERVOIR #4-#8 CRUSHED STONE.

24. PAY ITEM 751-36-10 SHALL INCLUDE PAYMENT FOR BIKER BAR LEAN RAIL.

25. REMOVAL OF EXISTING FENCE SHALL BE PAID UNDER THE CONTRACT UNIT

PRICE FOR CLEARING & GRUBBING.

UTILITIES

1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN

APPROXIMATE REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S)

HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE

PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL

EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR

DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES

MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING

MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND

DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF

CONNECTIONS TO EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO

INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY

ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY AND

EASEMENTS.

2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED

WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE

WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND

SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY

THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE

OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT,

CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK

RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH

OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.

3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN

ACCORDANCE WITH ELEVATIONS ON THE ROADWAY PLANS.

4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS

GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER

SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:

A. PAVEMENTS AND CONCRETE SURFACES: FLUSH

B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH

C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE

INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM

ELEVATION.

5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF

PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE

REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY

COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS

AND LOCATIONS TO BE COORDINATED WITH OWNER AND ENGINEER.

6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR POLE RELOCATION AND FOR THE

ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND

ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR

OR BY THE UTILITIES COMPANY AS SHOWN ON THE PLANS.

7. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE WORK

WITH ALL SUBCONTRACTORS.

8. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE

DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS

SHOWN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS. FOR MANHOLES

THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE

5 FEET.

LAYOUT AND MATERIALS

1. CURBING SHALL BE CAST IN PLACE CONCRETE WITHIN THE SITE UNLESS

OTHERWISE INDICATED ON THE PLANS.

2. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION

DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A

PROFESSIONAL LICENSED SURVEYOR.

3. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING

PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND

EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE

PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.

4. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS

AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR

LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL

SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD

MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT

FEATURES.

5. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS,

SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS,

BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE

PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS

PART OF THE CONTRACT DOCUMENTS.

6. ALL PERMANENT FENCE SHALL BE FDOT TYPE B, BLACK VINYL COATED, PER

FDOT STANDARD PLANS 550-002.

DEMOLITION

1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE

FEATURES WITHIN THE LIMIT OF WORK INCLUDING STRUCTURES, PAVEMENTS,

SLABS, CURBING, FENCES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE

DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND

UNSUITABLE MATERIAL BENEATH PROPOSED WORK.

2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN

CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD

SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY

SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES.

3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH

APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND

STATUTES. NO BURNING ALLOWED FOR THIS PROJECT.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

GENERAL NOTES

SHEET 1

GN-1Brian A. MacEwen, P.E.

PE # 81432

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EROSION CONTROL

1. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY

APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS

IDENTIFIED IN FEDERAL, STATE, AND LOCAL PERMITS, GUIDELINES,

REGULATIONS, AND APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.

2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND

REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE

HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND

AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND

PROTECTED AREAS.

3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH

THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS,

WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT

DEPOSIT.

4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH

MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,

SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION.

5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT

GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL

MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND

SEWER SYSTEMS.

6. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO

PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE

TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO CITY.

7. PURSUANT TO COMPONENT 9.C. CONSTRUCTION SITE RUNOFF - SITE OPERATOR

TRAINING OF THE CITY'S NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

PERMIT, ALL SITE INSPECTORS AND SITE OPERATORS (EMPLOYED BY OR UNDER

CONTRACT WITH THE CITY) INVOLVED IN THE SITE PLAN REVIEW, INSPECTION

OR CONSTRUCTION OF STORMWATER MANAGEMENT, EROSION, AND SEDIMENTATION

CONTROLS SHALL BE CERTIFIED THROUGH THE FLORIDA STORMWATER, EROSION,

AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM, OR AN

EQUIVALENT PROGRAM APPROVED BY THE FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION. DOCUMENTATION OF SUCH CERTIFICATION SHALL

BE PROVIDED TO THE CITY PRIOR TO COMMENCEMENT OF CONSTRUCTION

ACTIVITY.

8. CONTRACTOR SHALL SUBMIT NPDES NOTICE OF TERMINATION (NOT) FORM.

MEASUREMENT AND PAYMENT

1. MATERIALS, EQUIPMENT, SKILLS, TOOLS, AND LABOR WHICH ARE REQUIRED TO

PERFORM THE WORK NECESSARY FOR THE PROPER COMPLETION OF THE WORK

IN A SUBSTANTIAL MANNER AND IN COMPLIANCE WITH THE REQUIREMENTS

STATED OR IMPLIED BY THE DRAWINGS AND SPECIFICATIONS SHALL BE

FURNISHED AND INSTALLED BY CONTRACTOR WITHOUT ADDITIONAL

COMPENSATION, WHETHER SPECIFICALLY INDICATED IN THE CONTRACT

DOCUMENTS OR NOT THESE ITEMS ARE CONSIDERED INCIDENTAL TO THE BID

ITEMS SHOWN IN THE BID FORM.

2. QUANTITIES, IF SHOWN ON THE BID FORM ARE ESTIMATED FOR BIDDING

PURPOSES ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR. CONTRACTOR IS

RESPONSIBLE FOR MAKING ITS OWN ESTIMATE OF THE SIZE, KIND, AND

QUANTITY OF MATERIAL AND EQUIPMENT INCLUDED IN THE WORK TO BE DONE

UNDER THIS CONTRACT. ALL WORK SHOWN ON THE DRAWINGS, HEREIN

SPECIFIED, OR IMPLIED IN ANY WAY IN THE DRAWINGS OR SPECIFICATIONS

SHALL BE DONE REGARDLESS OF WHETHER OR NOT THE WORK IS SPECIFICALLY

DEFINED IN A BID ITEM.

3. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT CLEANUP IS

CONSIDERED A PART OF THE WORK OR CONSTRUCTION. NO PAYMENT WILL BE

MADE UNTIL CLEANUP IS ESSENTIALLY COMPLETE. ANY DAMAGE TO EXISTING

STRUCTURES DURING PROPOSED CONSTRUCTION SHALL BE REPAIRED OR

REPLACED AT NO ADDITIONAL COST TO THE CITY.

4. ANY LANDSCAPING OR IRRIGATION ITEMS (GROUND COVER, BUSHES OR TREES)

DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE

ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

FIRE PROTECTION

1. BLUE RAISED PAVEMENT REFLECTORS SHALL BE INSTALLED IN THE FRONT OF

THE FIRE HYDRANTS, SLIGHTLY OFFSET FROM THE CENTERLINE OF THE ROAD

IN THE CLOSEST LANE TO THE HYDRANT.

TRAFFIC CONTROL

1. THE CONTRACTOR IS RESPONSIBLE FOR PLACING ADVANCE WARNING SIGNS AND

TRAFFIC CONTROL DEVICES TO PROTECT WORK ZONES. UTILIZE FDOT

SPECIFICATION 102 AND STANDARD PLANS TO MAINTAIN EXISTING TRAFFIC

WITHIN WORK ZONES.

2. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT A SAFE, UNOBSTRUCTED

ROUTE EXISTS FOR PEDESTRIANS, AS NECESSARY.

3. THE CONTRACTOR SHALL NOTIFY CITY OF ALTAMONTE SPRINGS PUBLIC WORKS

DEPARTMENT, ALTAMONTE SPRINGS POLICE DEPARTMENT, SEMINOLE COUNTY

FIRE DEPARTMENT AND SEMINOLE COUNTY SCHOOLS WITHIN SEVEN (7) DAYS OF

ANTICIPATED DISRUPTION OF THE NORMAL FLOW OF TRAFFIC, INCLUDING LANE

CLOSURES AND DETOURS.

4. ONE LANE OF THE ROADWAY IS TO REMAIN OPEN AT ALL TIMES.

5. DRIVEWAYS AND INTERSECTIONS SHALL NOT BE BLOCKED.

6. CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY PEDESTRIAN DETOURS WITH

SECTIONS OF THE WORK. THESE SECTIONS ARE WHERE THE STUDENTS OF LAKE

ORIENTA ELEMENTARY SCHOOL UTILIZE THIS CORRIDOR TO ACCESS THE SCHOOL.

TEMPORARY ACCESS MAY REQUIRE THE PLACEMENT OF STABILIZED PATHS OR

WOODEN BOARDWALKS TO SAFELY ALLOW STUDENT ACCESS. SEQUENCE OF WORK

MAY REQUIRE ADDITIONAL COORDINATION TO COMPLY WITH THIS REQUIREMENT.

CONCRETE REPAIRS

1. CURB RAMP STANDARDS REFERENCED IN THE PLANS PROVIDE MINIMUM DESIGN

PARAMETERS. MINOR FIELD ADJUSTMENTS MAY BE NECESSARY TO MEET ADA

REQUIREMENTS.

2. CONCRETE SIDEWALK REPAIRS SHALL INCLUDE REMOVAL AND REPLACEMENT OF

THE STANDARD 5 FOOT PANEL.

3. CONCRETE CURB AND GUTTER REPAIR SHALL INCLUDE REMOVAL AND

REPLACEMENT OF 10 FEET OF CURB TO ENSURE POSITIVE DRAINAGE FLOW.

4. CONCRETE APRON REPAIRS SHALL INCLUDE REMOVAL AND REPLACEMENT OF

DRIVEWAY APRON, BETWEEN THE EDGE OF ROAD AND THE ROW.

SIGNING AND PAVEMENT MARKING NOTES

1. ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST

EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). SIGN

ASSEMBLY LOCATIONS SHOWN ON THE PLANS WHICH ARE IN CONFLICT WITH

LIGHTING, UTILITIES, DRIVEWAYS, WHEEL CHAIR RAMPS ETC. MAY BE ADJUSTED

AS DIRECTED BY THE ENGINEER.

2. ALL SIGNS IDENTIFIED ON THE PLANS AS 'SIGN A' & 'SIGN B', AND DETAILED ON

THE GUIDESIGN WORKSHEET T-1, ARE INCLUDED IN PAY ITEM 700-1-111.

3. ALL STOP BARS AND ROADWAY STRIPING SHALL BE THERMOPLASTIC, PER FDOT

STANDARD PLANS 711-001, AND 711-002, UNLESS OTHERWISE NOTED.

4. ALL ROADWAY STRIPING PLACED ON CONCRETE SHALL BE PAINTED, PER SECTION

710 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, LATEST EDITION.

PERVIOUS CONCRETE PAVEMENT NOTES

1. CONTRACTOR SHALL PROVIDE PROOF OF QUALIFICATIONS AND EXPERIENCE

INCLUDING ACI CONCRETE FINISHER CERTIFICATIONS, PERVIOUS CONCRETE

FINISHER CERTIFICATIONS AND A SAMPLE OF THE PRODUCT.

2. ALL MATERIALS TO BE USED FOR PERVIOUS CONCRETE PAVEMENT CONSTRUCTION

SHALL BE APPROVED BY THE ENGINEER OF RECORD BASED UPON LABORATORY

TEST OR CERTIFICATIONS OF REPRESENTATIVE MATERIALS WHICH WILL BE

USED IN THE ACTUAL CONSTRUCTION.

3. UNLESS SPECIFICALLY DIRECTED BY THE ENGINEER, TOTAL MINERAL

ADMIXTURES CONTENT SHALL NOT EXCEED THE WEIGHT OF PORTLAND CEMENT

IN THE NO-FINES CONCRETE MIX.

4. THE PROPOSED NO-FINES MIX DESIGN MUST BE SUBMITTED TO THE ENGINEER

OF RECORD FOR APPROVAL AT LEAST ONE WEEK PRIOR TO CONSTRUCTION. THE

MIX DESIGN SHALL INCLUDE DETAILS ON AGGREGATE GRADATION, CEMENTITIOUS

MATERIALS, ADMIXTURES (IF USED), AND REQUIRED UNIT WEIGHT TO BE

ACHIEVED.

5. RESERVOIR STONE AGGREGATE (#4 - #8 STONE, ASTM C33) SHALL BE

THOROUGHLY WASHED PRIOR TO PLACEMENT. STONE AGGREGATE SHALL BE

PLACED IN LIFTS AND LIGHTLY COMPACTED WITH PLATE COMPACTORS. WASHED

STONE AGGREGATE SHALL ACHIEVE A VOID RATIO OF 0.40 OR GREATER.

6. AN INTERNAL VIBRATOR SHALL NOT BE USED TO CONSOLIDATE THE CONCRETE.

EXCESSIVE SPREADING OF CONCRETE AFTER POURING SHALL BE AVOIDED.

7. LONGITUDINAL CONTROL JOINTS SHALL BE CONSTRUCTED AT THE MIDPOINT IF

WIDTH EXCEEDS 15 FEET. TRANSVERSE JOINTS A MAXIMUM OF 20 FEET APART.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

GENERAL NOTES

SHEET 2

GN-2Brian A. MacEwen, P.E.

PE # 81432

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CONTAMINATION PLAN NOTES

1. THERE ARE CURRENTLY NO CONTAMINATION SITES IDENTIFIED WITHIN THE

PROJECT LIMITS. SHOULD CONTAMINATED MEDIA BE FOUND DURING

CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING

REQUIREMENTS TO AVOID POTENTIAL CONSTRUCTION WORKER AND PUBLIC

EXPOSURE TO CONTAMINATED MEDIA.

2. SHOULD CONTAMINATED MEDIA BE FOUND DURING CONSTRUCTION, ALL WORK,

INCLUDING REMEDIATION IS TO BE PERFORMED IN ACCORDANCE WITH THE

APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS.

3. SHOULD CONTAMINATED MEDIA BE FOUND DURING CONSTRUCTION, THE

CONTRACTOR SHALL PROVIDE A SITE-SPECIFIC HEALTH AND SAFETY PLAN

(HASP) TO ADDRESS THE CONTAMINATED MEDIA DURING CONSTRUCTION. THE

PLAN SHALL AT A MINIMUM INCLUDE WORKER TRAINING FOR HANDLING

POTENTIALLY CONTAMINATED SOIL/GROUNDWATER AND FREQUENT HEALTH AND

SAFETY MEETINGS TO REINFORCE THE TRAINING. THE PLAN SHALL BE

REVIEWED AND APPROVED BY A CERTIFIED INDUSTRIAL HYGIENIST (CIH) WITH

A MINIMUM OF 5 YEARS OF EXPERIENCE PROVIDING SIMILAR HEALTH AND

SAFETY PLANS. DOCUMENTATION OF THE CIH REVIEW, INCLUDING CIH

QUALIFICATIONS, SHALL BE PROVIDED TO THE CITY OF ALTAMONTE SPRINGS OR

THEIR REPRESENTATIVE.

4. IF PETROLEUM OR CHEMICAL IMPACTS ARE OBSERVED DURING CONSTRUCTION

VIA VISUAL (SOIL STAINING) EVIDENCE, DISCONTINUE ALL WORK IN THIS AREA

AND CONTACT THE CITY OF ALTAMONTE SPRINGS OR THEIR REPRESENTATIVE.

5. IF CONTAMINATION CONCENTRATIONS WARRANTING REMEDIAL ACTION ARE

VERIFIED, CONTRACTOR SHALL ENGAGE THE SERVICES OF A CONTAMINATION

AND REMEDIATION (CAR) CONTRACTOR TO FACILITATE PROPER HANDLING AND

TREATMENT OF SOIL AND GROUNDWATER IN THE IMPACTED AREA. IF A CAR

CONTRACTOR IS REQUIRED, THE CAR CONTRACTOR SERVICES WILL BE

COMPENSATED THROUGH A SUPPLEMENTAL AGREEMENT.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

GENERAL NOTES

SHEET 3

GN-3Brian A. MacEwen, P.E.

PE # 81432

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0 105 110 115 120 125 130 135 140 145 150

RD-01 RD-03 RD-04 RD-05 RD-06 RD-07 RD-08 RD-09 RD-10RD-02

SPRING LAKE RD.

M

AI

TL

AN

D A

V E

M

AR

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V E

N E W P

OR

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AV

E

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K

LA

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ON

P K W Y.

LI

N D E N W

AL

D L

N

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AT

TA

W

AY

D R

N

OR

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LA

K E B

LV

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LA

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IN

TE

R S

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GT

ON

B

LV

D

V

IS

C

AY

A

LN

OAK HILL DR.

BROADVIEW AVE. RIVIERA DR.

TIVOLI CT.

WESTCHESTER DR.

L117

L123 L124 L122 L130

L120

L118

L119 L100

L101

L102 L103

L104

L105 L106 L107

L108 L109 L110 L111 L112

L113

L114

L115 L116

L121

L125 L126

L129

L127

L128

L131

L137

L132

L135

L136

L133

L134

C101

C102

C100

LINE TABLE

Line #

L100

L101

L102

L103

L104

L105

L106

L107

L108

L109

L110

L111

L112

Length

42.33

66.67

226.04

67.65

75.53

41.50

14.84

29.65

39.39

24.50

63.31

73.33

25.08

Direction

S 01° 10' 25" W

N 89° 53' 30" E

S 89° 58' 40" E

S 89° 23' 37" E

N 89° 56' 38" E

S 89° 57' 46" E

S 89° 28' 16" E

S 89° 00' 17" E

N 89° 57' 49" E

N 89° 47' 14" E

N 89° 55' 52" E

S 89° 42' 05" E

S 89° 56' 59" E

Start Point

N 1568301.385 E 532276.585

N 1568238.652 E 532295.752

N 1568238.778 E 532362.417

N 1568238.690 E 532588.455

N 1568237.974 E 532656.106

N 1568238.048 E 532731.635

N 1568238.021 E 532773.130

N 1568237.884 E 532787.969

N 1568237.369 E 532817.610

N 1568237.394 E 532857.001

N 1568237.485 E 532881.498

N 1568237.561 E 532944.808

N 1568237.179 E 533018.136

End Point

N 1568259.062 E 532275.718

N 1568238.778 E 532362.417

N 1568238.690 E 532588.455

N 1568237.974 E 532656.106

N 1568238.048 E 532731.635

N 1568238.021 E 532773.130

N 1568237.884 E 532787.969

N 1568237.369 E 532817.610

N 1568237.394 E 532857.001

N 1568237.485 E 532881.498

N 1568237.561 E 532944.808

N 1568237.179 E 533018.136

N 1568237.157 E 533043.212

LINE TABLE

Line #

L113

L114

L115

L116

L117

L118

L119

L120

L121

L122

L123

L124

L125

Length

56.30

87.51

41.11

23.19

350.83

1142.03

58.47

50.01

112.54

50.45

109.49

924.30

370.44

Direction

S 89° 47' 03" E

N 89° 41' 20" E

S 89° 06' 18" E

S 72° 24' 35" E

S 89° 53' 44" E

S 89° 58' 57" E

N 88° 45' 38" E

S 85° 43' 13" E

S 89° 59' 52" E

N 84° 13' 16" E

N 89° 38' 00" E

N 89° 00' 24" E

N 89° 43' 40" E

Start Point

N 1568237.157 E 533043.212

N 1568236.945 E 533099.514

N 1568237.420 E 533187.023

N 1568236.778 E 533228.124

N 1568229.768 E 533250.234

N 1568229.129 E 533601.066

N 1568228.782 E 534743.096

N 1568230.047 E 534801.555

N 1568226.315 E 534851.425

N 1568226.311 E 534963.964

N 1568231.391 E 535014.163

N 1568232.092 E 535123.648

N 1568248.116 E 536047.811

End Point

N 1568236.945 E 533099.514

N 1568237.420 E 533187.023

N 1568236.778 E 533228.124

N 1568229.768 E 533250.234

N 1568229.129 E 533601.066

N 1568228.782 E 534743.096

N 1568230.047 E 534801.555

N 1568226.315 E 534851.425

N 1568226.311 E 534963.964

N 1568231.391 E 535014.163

N 1568232.092 E 535123.648

N 1568248.116 E 536047.811

N 1568249.876 E 536418.247

LINE TABLE

Line #

L126

L127

L128

L129

L130

L131

L132

L133

L134

L135

L136

L137

Length

30.29

20.71

26.78

524.54

125.89

12.71

10.84

4.35

1.82

4.76

1.41

48.90

Direction

S 87° 24' 36" E

N 88° 36' 29" E

N 85° 35' 54" E

N 88° 27' 38" E

N 88° 27' 39" E

S 73° 25' 14" E

N 88° 20' 23" E

N 89° 11' 06" E

N 89° 11' 06" E

N 89° 11' 06" E

N 88° 19' 20" E

N 88° 13' 26" E

Start Point

N 1568249.876 E 536418.247

N 1568248.507 E 536448.507

N 1568249.010 E 536469.213

N 1568251.065 E 536495.911

N 1568265.156 E 537020.257

N 1568268.125 E 537149.223

N 1568263.759 E 537167.059

N 1568264.073 E 537177.894

N 1568264.135 E 537182.245

N 1568264.161 E 537184.063

N 1568264.228 E 537188.819

N 1568264.270 E 537190.233

End Point

N 1568248.507 E 536448.507

N 1568249.010 E 536469.213

N 1568251.065 E 536495.911

N 1568265.156 E 537020.257

N 1568268.538 E 537146.101

N 1568264.500 E 537161.401

N 1568264.073 E 537177.894

N 1568264.135 E 537182.245

N 1568264.161 E 537184.063

N 1568264.228 E 537188.819

N 1568264.270 E 537190.233

N 1568265.786 E 537239.113

CURVE TABLE

CURVE NO.

C100

C101

C102

P.I.

STATION

100+74.74

149+40.11

149+57.27

Delta (Δ)

091° 16' 54"

018° 07' 07"

018° 14' 23"

D

286° 28' 44"

572° 57' 28"

318° 18' 36"

T

20.45

1.59

2.89

L

31.86

3.16

5.73

R

20.00

10.00

18.00

P.C.

STATION

100+54.29

149+38.51

149+54.38

P.T.

STATION

100+86.16

149+41.68

149+60.11

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

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Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

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PROJECT LAYOUT SHEET 1

PL-1

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TYPICAL SECTION 2

STA. 100+86.05 TO STA. 110+84.69

N.T.S.

2.0%

CONST. SPRING

LAKE TRAIL

8'

MULTI-USE

TRAIL

NATURAL GROUND

EXIST. WALL

TO REMAIN

TYPICAL SECTION 3

STA. 110+84.69 TO STA. 113+92.57

N.T.S.

2.0%

20'

NATURAL GROUND

EXIST. UTILITY

POLE TO REMAIN

EXIST. WALL

TO REMAIN

EXIST. UTILITY POLES

ADJACENT TO WALL

TO REMAIN

±4'

PROPOSED

4' FENCE

WITH BLACK

PVC SLATS

1' MIN

1'-0"

PROPOSED 4' FENCE

WITH BLACK PVC SLATS

4"

6" PERVIOUS CONC. PAVEMENT

(SEE GEN. NOTES FOR SPECIFICATIONS)

1' DEEP STONE RESERVOIR. #4 - #8 CRUSHED STONE.

(SEE GEN. NOTES FOR SPECIFICATIONS)

8" SUBGRADE @ 2% SLOPE

COMPACTED TO 92% STANDARD

PROCTOR (ASTM D698)

STONE RESERVOIR LINED WITH

WITH NON-WOVEN FILTER FABRIC

BOTTOM AND SIDES

6" PERVIOUS CONC. PAVEMENT

(SEE GEN. NOTES FOR SPECIFICATIONS)

1' DEEP STONE RESERVOIR. #4 - #8 CRUSHED STONE.

(SEE GEN. NOTES FOR SPECIFICATIONS)

8" SUBGRADE @ 2% SLOPE

COMPACTED TO 92% STANDARD PROCTOR

(ASTM D698)

STONE RESERVOIR LINED WITH NON-WOVEN FILTER FABRIC

BOTTOM AND SIDES

TYPICAL SECTION 1

STA. 100+45.30 TO STA. 100+86.05

N.T.S.

2.0%

CONST. SPRING LAKE TRAIL

8'

MULTI-USE

TRAIL

NATURAL GROUND

EXIST. UTILITY

POLE TO REMAIN

CONST.

SPRING

LAKE

TRAIL

6" CONC.

1:4 M

AX

1:4 M

AX

R/W VARIES R/W VARIES

EXIST.

R/W LINE

EXIST.

R/W LINE

71.9' EXIST. R/W

SOD

1:6 MAX

SOD

SOD

20'

EXIST. UTILITY EASEMENT

CONTRACTOR SHALL IDENTIFY THE DEPTH

AND WIDTH OF THE EXISTING

FOUNDATION AND PROVIDE IN WRITING TO

THE CITY ENGINEER AT LEAST TWO

WEEKS BEFORE ANY EARTH WORK BEGINS

1' MIN

CONTRACTOR SHALL IDENTIFY THE DEPTH

AND WIDTH OF THE EXISTING

FOUNDATION AND PROVIDE IN WRITING TO

THE CITY ENGINEER AT LEAST TWO

WEEKS BEFORE ANY EARTH WORK BEGINS

VARIES

7.5 ±

NOTE: SHAPE AND COMPACT THE FOUNDATION MATERIALS WITH

SUITABLE EQUIPMENT TO A FIRM, EVEN SURFACE, TRUE TO GRADE AND

CROSS-SLOPE. COMPACT CUT-AND-FILL AREAS WITHIN 1 FOOT BEYOND

EACH SIDE OF THE TRAIL, WHEN RIGHT-OF-WAY/EASEMENT

CONDITIONS ALLOW. COMPACT THE FOUNDATION MATERIAL BELOW THE

BOTTOM OF CONCRETE FOR A MINIMUM DEPTH OF 1 FOOT FOR FILL

AREAS LESS THAN 1 FOOT, AND 2 FEET FOR ALL OTHER FILL AREAS TO

A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DENSITY AS

DETERMINED BY FM 1-T099.

*SEE LANDSCAPE PLANS

EXIST. UTILITY EASEMENT

±7.5'

8'

MULTI-USE

TRAIL

Brian MacEwen 2/14/2025 10:32:33 AM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

TY-1

TYPICAL SECTIONS

SHEET 1

Brian A. MacEwen, P.E.

PE # 81432

\\vhb.com\gbl\proj\Orlando\63358.02 Spring Lake Trail\cad\te\63358.02 Spring Lk Rd Trl\roadway\TYPSRD01.dwg

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.A .C

TYPICAL SECTION 5

STA. 118+47.00 TO STA. 126+43.08

STA. 126+43.08 TO STA 146+60.00

N.T.S.

2.0%

12'

MULTI-USE

TRAIL

4"

NATURAL GROUND

4"

50' EXIST. R/W

VARIES

1' (MIN.)

1:4

VARIES

(1:3 MAX)

TYPICAL SECTION 4

STA. 113+92.57 TO STA. 118+47.00

STA. 146+60.00 TO STA. 149+20.00

N.T.S.

2.0%

12'

MULTI-USE

TRAIL

4"

NATURAL GROUND

4"

50' EXIST. R/W

3'

VARIES

1' (MIN.)

1:4

VARIES

(1:3 MAX)

EXIST. 4'

SIDEWALK TO

REMAIN (STA.

128+05.47 TO STA.

149+12.44 ONLY)

VARIES

(MIN. 9')

EXIST. UTILITY POLE

TO REMAIN

5' ±

EXIST. UTILITY POLE

TO REMAIN

6' ±

CONST. SPRING LAKE TRAIL

CONST. SPRING LAKE TRAIL

MULTI-USE TRAIL

EXIST.

R/W LINE

EXIST.

R/W LINE

EXIST.

R/W LINE

EXIST.

R/W LINE

ASPHALT PAVEMENT

LAYER MATERIAL

A

TYPE SP 12.5 STRUCTURAL COURSE

(TRAFFIC LEVEL B) (2")

B

6" LIMEROCK BASE (LBR 100), (SEE

NOTE 2)

C

8" TYPE B STABILIZATION

LBR 40 (SEE NOTE 3)

NOTES:

1. FOR ALL MULTI-USE TRAIL CONSTRUCTION.

2. BASE SHALL BE COMPACTED TO 98% MINIMUM DENSITY

BASED ON AASHTO T-80 MODIFIED PROCTOR TEST.

3. SUB-BASE SHALL BE COMPACTED TO 98% MINIMUM DENSITY

BASED ON AASHTO T-180 MODIFIED PROCTOR TEST WITH

MINIMUM LBR 40, OR FBV = 75.

A

B C

*4' STABILIZED SOD

*4' STABILIZED

SOD

A

B

C

C

3" TOP SOIL LAYER

STABILIZED SOD DETAIL

2'

PROPOSED DITCH

PROPOSED DITCH

* SEE LANDSCAPE PLANS

SOD*

*SEE LANDSCAPE PLANS

*SOD

** ** 149+20.00 to 149+84.88

SEE PLANS FOR

MULTI-USE TRAIL LIMITS

TY-2

Brian MacEwen 2/14/2025 10:32:33 AM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

TYPICAL SECTIONS

SHEET 2

Brian A. MacEwen, P.E.

PE # 81432

\\vhb.com\gbl\proj\Orlando\63358.02 Spring Lake Trail\cad\te\63358.02 Spring Lk Rd Trl\roadway\TYPSRD01.dwg

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4‚ F

.A

O F O C

O F O C

O F O C

O F O C

O F O C

O F O C

O F O C

OF

OC

OF

OC

O F O C

O F O C

OFOCOFOCOFOCOFOCOFOCOFOCOFOCOFOC

101 102 103 104 105

P I S

TA

1+

.8

PI STA. 103+78.86

P I S

TA

4+

.5

P I S

TA

5+

.0

PC STA. 100+54.29

PT STA. 100+86.16

PROP. 12' BLACK

VINYL COATED

CHAIN LINK GATE

E X

IS

T.

R

/W

E X

IS

T.

R

/W

O E

O E

B E D

BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D)

FMFMFMFMFMFM

WLWLWLWLWLWL

WL WL WL WL WL WL

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

B T

B T

B T

B T

B T

BT

BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT

B T

B T

B T

B T

B T

BT

BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT

SET 5/8" IRC TRAV. PT. LB7153

SET 60D TRAV. NAILSET 60D TRAV. NAILSET 60D TRAV. NAIL

SET N&D TRAV. LB7153

115.68

114.59

114.86

114.37

114.51

114.34

114.28114.20

114.26

114.1

113.8

116.70

113.9

115.6 115.5

121.10

SATELITE DISH

SATELITE DISH

SATELITE DISH

120.30

114.5

8" WOOD

114.1

114.8

114.7

FOC.

FOC.

116.2 115.9

115.8

WATER

115.6

121.44

121.66

TEL. COM.

114.6

114.6

15114.73

115.3

115.7

114.70

115.6

116.6

121.74

116.1

WATER

113.02

112.78

112.98

113.16

113.15

113.12

113.49

113.69

113.45

113.36 112.83

113.16 113.23

113.22

112.74

112.73

112.71 112.51

112.31

112.48

112.44

112.33

112.27

112.49

112.40

112.15

112.00

112.18

111.92

111.82

12" WOOD

112.8

112.9

112.58

112.72

112.60

112.61

112.84

113.02

112.59

112.69

112.71

112.92

112.92

STOP

115.6

REFLECTOR

REFLECTOR

REFLECTOR

NO PARKING

112.56

113.08

113.5

114.4

107.0

107.5

114.5

115.56

115.28

115.55

115.71

115.40

BLRD

115.40

BLRD

115.51

BLRD

115.28

BLRD

115.06

BLRD

114.91

BLRD

114.79

BLRD

115.21

BLRD

BACK FLOW

BACK FLOW

12" WOOD

FOC.

WATERWATER

WATER

115.1

116.1

121.35

OE

OE

O E

O E

O E

O E

OE

GATEGATE

GATE

NORTHLAKE

BOULEVARD

EXISTING

BUILDING EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

6' MASONRY WALL 6' MASONRY WALL

6' WOOD

FENCE

6' WOOD FENCE

6' HOG WIRE FENCE

6' WOOD FENCE6'

W

OO

D F

E N C E

6' W

OO

D

F E N C E

GA

TE

2' W

OO

D

F E N C E

HEDGES

10' PERMANENT

WATER AND SEWER UTILITY EASEMENT

AND RIGHT OF WAY

O.R.B. 741, PG. 651

115.26

GRND

115.19

GRND

115.53

GRND

115.50

GRND

115.88

GRND

116.25

GRND

116.30

GRND116.60

GRND

116.06

GRND115.46

GRND

115.50

GRND

115.57

GRND

114.57

GRND

115.90

GRND115.82

GRND

117.00

GRND

117.32

GRND

117.55

GRND 117.11

GRND

115.89

GRND

115.06

GRND 115.63

GRND

116.13

GRND

116.33

GRND

116.56

GRND 116.36

GRND

116.24

GRND 116.23

GRND

116.17

GRND

116.26

GRND

116.15

GRND

116.03

GRND

116.08

GRND

115.69

GRND

115.94

GRND 115.80

GRND

115.66

GRND 115.43

GRND

115.51

GRND 115.50

GRND

115.6115.6115.5115.6115.7 115.8

116.0115.7116.2116.1116.2116.3116.2116.3116.3116.4116.6 116.4

116.2115.7

113.11

NLSET SET NAIL AND DISK

115.67

IRSET SET IRC

111.55

NLS NAIL AND DISK VHB TRAV LB7153

112.34

FLY POINT

115.64

ZZ

112.50

WKS B

112.51

TC B

112.53

TC PC

112.57

TC

112.55

TC

112.63

TC PT

113.03

TC PC

113.05

TC

113.07

TC E

113.06

WKS1 B

113.27

WKS1

113.39

WKS1 PC

113.59

WKS1

113.99

WKS1 PT

114.27

WKS1 E

113.01

WKS

113.15

WKS PC

113.30

WKS

113.55

WKS PT113.56

WKS PC

113.80

WKS

114.13

WKS PT

114.30

WKS

114.40

WKS E

115.61

GUY

115.30

GUY

112.33

GUY

115.55

CP B BFPV

115.72

CP

115.56

CP

115.41

CP CLS

123.40

UP WOOD 12 N SW

123.70

LUP WOOD 12 NE SW

115.51

GUY

WATER

20' PERMANENT

WATER AND SEWER UTILITY EASEMENT

AND RIGHT OF WAY

O.R.B. 741, PG. 651

8' MULTI-USE TRAIL

8' MULTI-USE TRAIL

LEGEND

PROP. 6" CONC. MULTI-USE TRAIL

PROP. 6" PERVIOUS CONC. MULTI-USE TRAIL

PROP. STABILIZED SOD

*SEE LANDSCAPE PLAN (TYPICAL)

BEGIN PROJECT

£ CONST. SPRING LAKE TRAIL

STA. 100+45.30

BEGIN 4' BLACK VINYL

COATED CHAIN LINK FENCE

STA. 100+71.02, 14.89 LT.

£ CONST. SPRING

LAKE TRAIL

APPROXIMATE LOCATION OF PROPOSED

SEMINOLE COUNTY DRUID HILLS

BOOSTER PUMP STATION

APPROX. LIMITS OF

CONSTRUCTION

APPROX. LIMITS OF CONSTRUCTION

APPROX. LIMITS OF

CONSTRUCTION

EXIST. TREES TO REMAIN

EXIST. TREE TO REMAIN

EXIST. WALL TO

REMAIN

EXIST. WALL TO REMAIN

EXIST. TREE TO

BE REMOVED

20' EXIST. UTILITY EASEMENT

PER ORB 0741 PAGES 651-654

EXIST. BURIED ELECTRIC SPECTRUM

(TO REMAIN)

EXIST. BURIED ELECTRIC SPECTRUM

(TO REMAIN)

EXIST. CITY 10"

WATERMAIN (TO REMAIN)

EXIST. CITY 16"

WATERMAIN (TO

REMAIN)

EXIST. CITY 16" SANITARY

FORCEMAIN TO REMAIN

PROPOSED HANDHOLE SUMMIT

BROADBAND (BY OTHERS)

PROPOSED OVERHEAD ELECTRIC SUMMIT BROADBAND

EXIST. OVERHEAD

ELECTRIC-DUKE

ENERGY (TO REMAIN)

SPECTRUM

EXIST. OVERHEAD FO

CABLE-(TO REMAIN)

EXIST. OVERHEAD ELECTRIC-DUKE

ENERGY (TO REMAIN)

SPECTRUM

EXIST. OVERHEAD FO CABLE-(TO

REMAIN)

EXIST. BURIED TELEPHONE

CENTURYLINK (TO REMAIN)

+63.72

4.06 RT.

+72.15

3.72 RT.

R3'

(TYP.)

EXIST. FENCE TO BE

REMOVED

EXIST. FENCE TO BE

REMOVED

EXIST. FENCE TO BE

REMOVED

NOTE: EXISTING 72 PAIR SIGNAL MODE FIBER LINE

LOCATED ALONG THE PROJECT CORRIDOR. THIS LINE MUST

BE PROTECTED AT ALL TIMES.

BEGIN CONSTRUCTION

£ CONST.

SPRING LAKE TRAIL

STA. 100+59.95

CONST. FIBER PULL BOX

635-2-12 1 EA M

AT

C H

LI

N E S

TA

4+

.0

1" = 40' HORIZONTAL

1" = 8 VERTICAL

100+00 101+00 102+00 103+00

P I

.3

E L.

.0

P I

.4

E L.

.9

P I

.0

E L.

.4

-0.24% 3.82%

1.76% -0.24% 3.82%

1.76%

PROP. PROFILE

EXIST. PROFILE

SPRING LAKE TRAIL PLAN &

PROFILE SHEET 1

RD-1

N

1"

0'

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

\\vhb.com\gbl\proj\Orlando\63358.02 Spring Lake Trail\cad\te\63358.02 Spring Lk Rd Trl\roadway\PLANRD01.dwg

Brian A. MacEwen, P.E.

PE # 81432

TH

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N D S

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3.

4‚ F

.A

104 105 106 107 108 109

P I S

TA

4+

.5

P I S

TA

5+

.0

PI STA. 105+63.54

P I S

TA

5+

.3

P I S

TA

6+

.0

P I S

TA

6+

.4

P I S

TA

6+

.9

PI STA. 107+35.22 PI STA. 108+08.55

P I S

TA

8+

.6

P I S

TA

8+

.9

P I S

TA

9+

.4

PI STA. 110+41.74

PROP. 12' BLACK VINYL

COATED CHAIN LINK GATE

BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D)

FMFMFMFMFMFMFMFM

WLWLWLWLWLWLWLWLWL

WL WL WL WL WL WL WL WL

WL

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT

BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT

B T

B T

B T

B T

SET 5/8" IRC TRAV. PT. LB7153

SET 60D TRAV. NAIL

SET 60D TRAV. NAIL

SET 60D TRAV. NAIL

124.05

118.0

115.8

115.0

115.0

117.5

123.27

114.8114.9

117.2

122.44

FOC.

FOC.

122.54

117.0

ICV.

ICV.

114.5

115.68

121.24

114.6

SATELITE DISH

114.5

114.38

SATELITE DISH

113.8

8" WOOD

114.3

114.5

114.4

8" WOOD

115.6

116.0 116.2

116.2

121.64122.43122.52

122.33121.68

115.01

114.4

114.59

114.86

114.37

114.51

114.34

114.28114.20

114.26

114.1

113.8

116.70

113.9

115.6 115.5

121.10

SATELITE DISH

SATELITE DISH

SATELITE DISH

120.30

114.5

8" WOOD

115.8

WATER

115.6

121.44

121.66

OE

116.6

GATE

EXISTING

BUILDING

EXISTING

BUILDING EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

6' MASONRY WALL

6' WOOD FENCE6'

W

OO

D F

E N C E

POST

POST

POST

118.10

GRND

117.88

GRND

117.67

GRND

117.22

GRND

116.78

GRND

116.12

GRND116.21

GRND

115.62

GRND

115.26

GRND

115.19

GRND

115.53

GRND

115.94

GRND 115.80

GRND

115.66

GRND 115.43

GRND

115.51

GRND 115.50

GRND 115.73

GRND 116.06

GRND

116.28

GRND

116.22

GRND

116.37

GRND 116.19

GRND

116.10

GRND

116.50

GRND

117.11

GRND 117.26

GRND

117.42

GRND 117.59

GRND

117.94

GRND

117.89

GRND

120.16

118.1117.9 118.0117.6117.6117.5117.3117.1117.2116.6116.2116.2116.4116.3116.3

116.1 115.8115.6115.6115.5115.6115.7

115.8 116.0

20' PERMANENT

WATER AND SEWER UTILITY EASEMENT

AND RIGHT OF WAY

O.R.B. 741, PG. 651 20

8' MULTI-USE

TRAIL

8' MULTI-USE

TRAIL

LEGEND

PROP. 6" PERVIOUS CONC. MULTI-USE TRAIL

PROP. STABILIZED SOD

*SEE LANDSCAPE PLAN (TYPICAL)

£ CONST. SPRING LAKE TRAIL

APPROX. LIMITS OF

CONSTRUCTION

PROP. 4' BLACK VINYL COATED

CHAIN LINK FENCE

EXIST. TREES TO REMAIN

EXIST. WALL TO

REMAIN

20' EXIST. UTILITY EASEMENT

PER ORB 0741 PAGES 651-654

EXIST. BURIED ELECTRIC SPECTRUM

(TO REMAIN)

EXIST. CITY 10"

WATERMAIN (TO REMAIN)

EXIST. CITY 16"

WATERMAIN (TO

REMAIN)

EXIST. CITY 16" SANITARY

FORCEMAIN TO REMAIN

EXIST. OVERHEAD

ELECTRIC-DUKE

ENERGY (TO REMAIN)

SPECTRUM

EXIST. OVERHEAD FO

CABLE-(TO REMAIN)

EXIST. BURIED TELEPHONE

CENTURYLINK (TO REMAIN)

EXIST. FENCE TO BE

REMOVED

NOTE: EXISTING 72 PAIR SIGNAL MODE FIBER LINE

LOCATED ALONG THE PROJECT CORRIDOR. THIS LINE MUST

BE PROTECTED AT ALL TIMES.

EXISTING 72 PAIR SIGNAL MODE FIBER LINE LOCATED ALONG THE PROJECT

CORRIDOR. THIS LINE MUST BE PROTECTED AT ALL TIMES.

CONTRACTOR TO PROTECT PROJECT BENCHMARKS, AND/OR SET TEMPORARY

BENCHMARKS AS NEEDED AT NO ADDITIONAL COST TO THE CITY.

CONST. FIBER PULL BOX

635-2-12 1 EA

M

AT

C H

LI

N E S

TA

4+

.0

M

AT

C H

LI

N E S

TA

9+

.0

1" = 40' HORIZONTAL

1" = 8 VERTICAL

105+00 106+00 107+00 108+00 109+00

P I

.0

E L.

.5

P I

.0

E L.

.6

P I

.0

E L.

.1

P I

.0

E L.

.2

P I

.0

E L.

.1

P I

.0

E L.

.1

P I

.0

E L.

.6

1.52% 0.53%

0.77%

0.28% 1.02% 0.18% -0.18% 1.52% 0.53%

0.77%

0.28% 1.02% 0.18% -0.18%

PROP. PROFILE

EXIST. PROFILE

\\vhb.com\gbl\proj\Orlando\63358.02 Spring Lake Trail\cad\te\63358.02 Spring Lk Rd Trl\roadway\PLANRD01.dwg

SPRING LAKE TRAIL PLAN &

PROFILE SHEET 2

RD-2

N

1"

0'

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

Brian A. MacEwen, P.E.

PE # 81432

TH

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1G

-2

3.

4‚ F

.A

PA

TH

NA

RR

OW

S

STA. 114+80

W5-4a 18"x18"

700-1-111 1 EA

STA. 114+17

Y/Y DELINEATOR

705-11-1 1 AS

STA. 114+44

Y/Y DELINEATOR

705-11-1 1 AS

111 112 113 114 115

P I S

TA

9+

.4

P I S

TA

0+

.5

PI STA. 110+41.74

PI STA. 113+92.57

EXIST. R/W

EXIST. R/W

PROP. 12' BLACK VINYL

COATED CHAIN LINK GATE

BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) B E D

FMFMFMFMFMFM

WLWLWLWLWL

WL

WL WL WL WL WL WL WL WL WL

OEOEOEOE

BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT

BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT

B T

B T

B T

B T

B

T BT BT BT BT BT BT BT

BT BT BT BT BT BT

B T

FND. 5/8" IRC TRAV. PT. LB6556SET 60D TRAV. NAIL

SET 60D TRAV. NAILSET 60D TRAV. NAIL

WATER

8" WOOD

116.18

116.18

ELEC.

117.3

ELEC.

12" WOOD

117.4

WATER

WATER

SAN

12" WOOD

120.73

120.69

116.8

116.9

18" WOOD NO LONGER IN USE117.4

12" WOODELEC.24" METAL

119.00

SAN

116.59

116.72116.82

116.65116.71

116.56 116.65

116.79

116.49

116.8

117.2 117.5

FOC.

FOC.

119.96

118.2

119.30

118.1

WATER

118.2

121.49

118.0

123.28

118.1

124.41

124.29

117.5

122.82

WATER

12" WOOD

18" WOOD

117.8

117.0 117.2

117.9

119.92

119.91119.93

119.96

SEWER

116.0 116.2

117.2 115.9

117.4 117.4

121.17

124.05

118.