state of florida department of...

INDEX OF MULTI USE PATH PLANS

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

2 TYPICAL SECTIONS

3 PROJECT LAYOUT

4 GENERAL NOTES

5-17 PLAN/PROFILE

18-29 SECTIONS

30-36 DETAILS

37-44 FDOT INDEXES

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

WITH THE

CITY OF PALM COAST

FINANCIAL PROJECT ID 428536-1-58-01

FEDERAL AID NUI^BER 8886-674-A

FLAGLER COUNTY

MULTI USE PATH PHASE 6 SEMINOLE WOODS BOULEVARD

ROADWAY 73000012

CITY OFFICIALS

Mayor: Jon Netts

COUNCIL MEMBERS:_

McGuire District No. 1 District No. 2:

District No. 3: District No. 4:

Bill He i d i Sill pi ey

Jason DeLorenzo Steven Nobi Ie

City Manager: Jim Landon

Beginning of Project

MP 0.01875

GOVERNING STANDARDS AND SPECIFICATIONS:

Florida Department of Transportation, Design Standards and revised Index Drawings as appended herein, and 2015 Standard Specifications for Road and Bridge Construction, as amended by Contract Documents

For Design Standards ciici< on the "Design Standards" iini: at the following web site: http://www.dot.state.fi.us/rddesign/

For the Standard Specifications for Road and Bridge Construction click on the "Specifications" link at the following web site: http://www.dot.5tate.fi.us/specificationsoffice/

Pro iect Location

#### S//OP DRAi/l/INGS TO BE SUBMITTED TO:

JUAN E. BOSTVtICK P.E.# 62385

160 CYPRESS POINT PARKWAY, SUITE B106

PALM COAST. FL 32164

PLANS PREPARED BY:

SCOTT BOMBARDIER

160 CYPRESS POINT PARKWAY, SUITE B106

PALM COAST, FL 32164

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANCED DUE TO REPRODUCTION.

#### ENGINEER OF RECORD:

P.E. NO.: 6238S

FOOT PROJECT MANAGER: Marcus Lisick/

FISCAL

YEAR

2015

. Si-IEEJ

NO.

Scott Bombardier B/17/2015 10:44:12 AM C:\Working Project5\Seminole Woods MUP\Phase 6 CS.dwg

• 80' ROW CONSTRUCTION

12'- •12'- 12'- VARIES 10'-CONCRETE SIDEWALK

T Y P I C A L S E C T I O N STA. 0+00 - STA. 27+30

STA. 43+50 - STA. 52+40 STA. 59+00-STA. 71+50

SCALE = N.T.S.

^^^^^

12'- •12'-

— o u r I .COh JSTRUCTION ~~\

• 1 i\ • P' • ^ id' -If. " D ^

^ 1

" 10' • CONCRETE SIDEWALK


SCALE = N.T.S.

80' ROW • CONSTRUCTION

12'- •12'- 12'- 6'- 4'- •10'-CONCRETE SIDEWALK


SCALE = N.T.S.

80' ROW ^CONSTRUCTION-

12' 12'- 12'-


SCALE = N.T.S.

REVISIONS ^ ^ ^ ^ ^ ^ CITY OF PALM COAST DATE bESCklPtlON ^ ^ ^ ^ ^ ^ CITY OF PALM COAST m""} '^^/p ^ Cypress Point Parkway

^ ^ ^ ^ " W Suite B-106 ^ ^ ^ ^ ^ ^ ^ Palm Coast, Florida 32164

• 7

8" COMPACTED CLEAN FILL TO 90% MAX DENSITY (AASHTO T-180) "

1 .0'— — — 1—1.0'

NEW CONSTRUCTION 4" FIBER REINFORCED CONCRETE MINIMUM 4000 PSI, 28 DAY.

•30'-RESERVE PARCEL

N O T E : RESERVE PARCEL OWNED

BY CITY OF PALM COAST

30'-RESERVE PARCEL

— 1 0 ' • CONCRETE SIDEWALK

PROFESSmMiOF- REC6R0m-'''^ JUAN E. Bosrmu!..^^:^:^'€:X'"^

P.E. # 6238p^^^^y' 3" R 160 CYPRESi^MmmKWAY. SUJTE 8106 PALM COAST, FL 32164 ' ;

ST/ATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

COUNTY

FLAGLER

FINANCIAL PROJECT ID

428536-1-58-01

MULTI USE PATH PHASE 6

SEMINOLE WOODS BOULEVARD

SHEET NO.

Scott Bombardiei C:\Working Projects\Seminole Woods MUP\Seminole MUP 2015 Phase 6.dwg

400' 200' 100' 200'

LEGEND

# I SHEET NUMBER

REVISIONS ^ ^ ^ ^ ^ ^ CITY OF PALM COAST PROfESSmE oF REQQR^^'^^^

JUAN E. BOSTWICK . yyJ^'^'^fT''\^~'^' P.E. # 62385^'--^ ^ "iD-'lD

STATE OF FLORIDA SHEET DESCRIPTION ^ ^ ^ ^ ^ ^ CITY OF PALM COAST PROfESSmE oF REQQR^^'^^^ JUAN E. BOSTWICK . yyJ^'^'^fT''\^~'^'

P.E. # 62385^'--^ ^ "iD-'lD

SHEET

^7) '5 *71 60 Cypress Point Parl̂ way ^ ' ^ k : ^ . ^ Suite B-106

^ ^ ^ ^ ^ ^ ^ Palm Coast, Florida 32164

PROfESSmE oF REQQR^^'^^^ JUAN E. BOSTWICK . yyJ^'^'^fT''\^~'^'

P.E. # 62385^'--^ ^ "iD-'lD MULTI USE PATH PHASE 6 NO. ^7) '5 *71 60 Cypress Point Parl̂ way

^ ' ^ k : ^ . ^ Suite B-106 ^ ^ ^ ^ ^ ^ ^ Palm Coast, Florida 32164

PROfESSmE oF REQQR^^'^^^ JUAN E. BOSTWICK . yyJ^'^'^fT''\^~'^'

P.E. # 62385^'--^ ^ "iD-'lD COUNTY FINANCIAL PROJECT ID

SEMINOLE WOODS BOULEVARD ^7) '5 *71 60 Cypress Point Parl̂ way

^ ' ^ k : ^ . ^ Suite B-106 ^ ^ ^ ^ ^ ^ ^ Palm Coast, Florida 32164 360 a PRESS POINT PARKWAY, SUITE 8106

PALM COAST, FL 32164 FLAGLER 428536-1-58-01 SEMINOLE WOODS BOULEVARD

3

Scott Bombardier C:\Working Projects\Seminole Woods MUP\Seminole MUP 2015 Phase 6.dwg

GENERAL NOTES EXCAVATION, TRENCHING, AND FILL SITE PREPARATION STRUCTURAL NOTES 1, THE CONTRACTOR BEFORE SUBMITTING HIS BID, SHALL VISIT AND BE RESPONSIBLE FOR HAVING ASCERTAINED LOCAL

CONDITIONS, SUCH AS LOCATION, ACCESSIBillTY AND GENERAL CHARACTER OF THE SITE, EXTENT OF REMOVAL AND INSTALLATION WORK. THE CONTRACTOR SHALL FULLY EXAMINE ALL DRAWINGS RELATED TO THE WORK AND BECOME COMPLETELY INFORMED TO THE EXTENT AND CHARACTER OF THE WORK REQUIRED AND PREVAILING EXISTING CONDITIONS. NO ALLOWANCES SHALL BE MADE FOR THE CONTRACTOR'S FAILURE TO AVAIL HIMSELF OF INFORMATION.

2. CONTRACTOR TO ASSUME RESPONSIBILITY TO CONFORM TO ALL GENERAL NOTES AND SPECIFICATIONS.

AS-BUILT DRAWING REQUIREMENTS 1 AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER THREE 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.

2 AT THE COMPLETION OF THE WORK, DELIVER THE DRAWINGS DOCUMENTING AS-BUILT INFORMATION, MEASURED BY A LICENSED SURVEYOR. TO THE ENGINEER, IN GOOD CONDITION AND FREE FROM ANY EXTRANEOUS NOTATION. THE AS-BUILT INFORMATION IS TO INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:

B. DISTANCE ALONG PIPELINES BETWEEN STRUCTURES,

C. STORMWATER TOP OF BERM AND BOTTOM ELEVATIONS AT A MINIMUM OF SIX LOCATIONS,

F STORMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS, ELEVATIONS, CONTOURS, AND CROSS SECTIONS,

G HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITY VALVES, FITTINGS, CONNECTION POINTS, ETC.

. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THAT DEVIATES FROM THE APPROVED ENGINEERING DFiAWINGS.

EROSION AND SEDIMENTATION CONTROL 1. EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF

CONSTRUCTION. SEDIMENT CONTROL CONSISTS OF SILT FENCING, HAY BALES, AND FLOATING TURBIDITY BARRIERS PER FDOT INDEX NO. 102 AND 103. EROSION CONTROL CONSISTS OF SEEDING AND MULCHING, SODDING, WETTING SURFACES, PLACEMENT OF COARSE AGGREGATE, TEMPORARY PAVING.

2. MAINTAIN TEMPORARY EROSION CONTROL SYSTEMS AS DIRECTED BY OWNER OR GOVERNING AUTHORITIES TO CONTROL EROSION AND SILTATION DURING LIFE OF CONTRACT OWNER HAS AUTHORITY TO LIMIT SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY CLEARING AND GRUBBING, EXCAVATION, TRENCHING. BORROW AND EMBANKMENT OPERATIONS, OWNER ALSO HAS AUTHORITY TO DIRECT CONTRACTOR TO PROVIDE IMMEDIATE PERMANENT OR TEMPOFiARY EROSION AND SEDIMENT CONTROL MEASURES,

3 CONTFiACTOR SHAU RESPOND TO EROSION AND SEDIMENT CONTROL MAINTENANCE REQUIREMENTS OR IMPLEMENT ADDITIONAL MEASURES TO CONTROL EROSION ORDERED BY OWNER OR GOVERNING AUTHORITIES WITHIN 48 HOURS OR SOONER IF REQUIRED AT NO ADDITIONAL COST TO THE OWNER

5 INSPECT EVERY TWO WEEKS DURING CONSTRUCTION. OR AFTER A RAIN EVENT, REMOVE ANY SEDIMENT BUILD-UP, REPAIR AND REINSTALL ANY DAMAGED OR MISSING SEDIMENT CONTROL MEASURES. INSTALL ADDITIONAL MEASURES IF INSPECTION REVEALS ADDITIONAL SEDIMENTATION CONTROL IS NECESSARY,

6. AREAS TO BE PAVED SHALL BE TREATED WITH A BITUMINOUS PRIME COAT AND SANDED TO MINIMIZE EROSION, WHERE PAVING IS SCHEDULED TO OCCUR MORE THAN 4 S HOURS AFTER INSTALLATION OF BASE COURSE, AREAS TO RECEIVE CONCRETE PAVING SHALL BE EfTHER PROTECTED WITH A LAYER OF FDOT COARSE AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN 48 HOURS OF INSTALLATION OF THE SUBGRADE. INSTALL FINAL SURFACE COURSES WFTHIN 14 DAYS AFTER REMOVAL OF EXISTING PAVEMENT.

7 ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE REQUIRED TO ABIDE BY THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENEFiAL PERMIT. THE CONTRACTOR IS RESPONSIBLE FDR PREPARING THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND SUBMITTING NPOES 'NOTICE OF INTENT" (N.O.I.) ANO "NOTICE OF TERMINATION" (N O T ) NOTICES TO THE EPA OR LOCAL STATE AGENCY HAVING JURISDICTION OVER THE NPDES PROGRAM. THE CONTFIACTOR SHALL KEEP ONSITE A COPY OF THE SWPPP, NOI, ANO WATER MANAGEMENT DISTRICT PERMITS ISSUED TOGETHER WITH THE INSPECTION REPORTS AND CURRENT PLANS, INCLUDING ANY MODIFICATIONS REQUIRED,

TREE REMOVAL , THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT (SURVEY STAKED) SO THAT

DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE REMOVED. NO TREES SHAU BE REMOVED WITHOUT PERMISSION FROM THE OWNER AND ENGINEER.

COMPACTION 1, FILL MATERIALS PLACED UNDER PAVEMENT SHALL BE COMPACTED TO AT LEAST 68% MAXIMUM DENSITY AS DETERMINED BY

AASHTO T-1Q0, ALL OTHER FILL AREAS ARE TO BE COMPACTED TO AT LEAST B5% MAXIMUM DENSfTY AS DETERMINED BY AASHTO T-180. FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12' LIFTS. REFER TO SOILS REPORT FOR ADDITIONAL INFORMATION. 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 CONTFtACTOR'S PAY REQUEST SUBMITTAL,

GRADING 1. GFIADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTFWCTOR TO EXPRESS THE GENERAL GFJADING 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 STABILIZED IMMEDIATELY AFTER FINAL GFiADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED

2, UNIFORMLY SMOOTH GRADE THE SITE, DEPRESSIONS FROM SETTLEMEKfT SHALL BE FILLED AND COMPACTED. TOPS OF EMBANKMENTS AND BREAKS IN GRADE SHALL BE ROUNDED. FINISHED SURFACES SHALL BE REASONABLY SMOOTH, COMPACTED. FREE FROM IRREGULAR SURFACE CHANGES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADE^GRADER OPERATIONS

3 SLOPE GRADES TO DRAIN AWAY FROM STRUCTURES AT A MINIMUM OF '/.-INCH PER FOOT FOR ID FEET, FINISHED SURFACES ADJACENT TO PAVED AREAS AND WITHIN 10 FEET OF STRUCTURES SHALL BE wrmiN 1 INCH OF THE PROPOSED GRADE. ALL OTHER AREAS SHALL BE WITHIN 3 INCHES OF THE PROPOSED GRADE,

4. NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION, ALL SETTLEMENT OR WASHING AWAYTHAT MAY OCCUR FROM ANY CAUSE PRIOR TO SODDING OR ACCEPTANCE SHALL BE REPAIRED AND GRADES REESTABLISHED TO THE REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNER. WATERING OF SOD TO BE THE RESPONSIBILITY OF CONTRACTOR UNTIL ACCEPTANCE BY OWNER,

1, THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553,60-553,64), ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT

2. FIELD DENSITY TESTING FREQUENCIES:

B. ONE TEST FOR EACH 100 SQUARE FEET OR FRACTION THEREOF OF BACKFILL AROUND AND UNDER STRUCTURES;

C, ONE TEST FOR EACH 300 LINEAL FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFIUiNG IN THE PIPELINE TRENCH;

D. ONE TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL;

E, ONE TEST PER 1000 SQUARE FEET OF PAVEMENT SUBGRADE. MINIMUM OF 2 TESTS.

A, ACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-1, A-3, A-2-4. A-2-6; ASTM D24S7 CLASSIFICATION GW, GP, GM, SM, SW, SP; UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS, NO MORE THAN 12% OF ACCEPTABLE MATERIALS SHALL PASS THE NUMBER 200 SIEVE,

B. UNACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-2-5, A-2-7, A-4, A-5. A-6, A-7, A-B; ASTM D2487 CLASSIFICATION GC, SC, ML, MH. CL, CH. OL, OH, PT; UNLESS OTHERWISE APPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS

4. PROVIDE BARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS

5. SIDEWALKS, ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS, EXCEPT AS SHOWN BY THE ENGINEER, IN WHICH CASE ADEQUATE TEMPORARY PROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES. MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING PROPERTY.

6. FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING, BRACING. AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE PROPERTY OR EASEMENTS PROVIDED, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE ANO HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED.

UTILITY GENERAL NOTES

2 THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCUFIACY, PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTFIACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY, THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE P U N S OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION.

3 A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION NOTE THAT NOT A a UTILITIES PARTICIPATE IN THIS PROGRAM, THE CONTRACTOR SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES, PER FLORIDA STATUTE 553,851, THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS COMPANY TWO (2) WORKING DAYS PRIOR TO STARTING EXCAVATION.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILITY.

5. IT SHALL BE THE CONTFIACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS, ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND FSPLACEO BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THE ENGINEER.

6. TYPICAL DETAILS AS SHOWN ARE TO ILLUSTTWTE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE METHOD OF CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL FOR AN ALTERNATE METHOD TO THE ENGINEER FOR APPROVAL AND USES MATERIALS AS DESIGNATED IN THE SPECIFICATIONS,

7. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES. RELOCATIONS. OR ADDITIONAL FfTTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THE REASONS THEREFORE. SHALL BE SUBMITTED WITH SHOP DRAWINGS, APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER,

8. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER. WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIF^D FOR A U HYDROSTATIC, LEAKAGE, AND PRESSURE TESTING, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING, THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION.

SIGNS AND PAVEMENT MARKINGS 1. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE "mNUAL ON UNIFORM TRAFFIC CONTROL DEVICES"

AND THE LATEST IMPLEMENTED EDITION OF FDOT ROADWAY AND TFiAFFIC DESIGN STANDARDS STANDARD INDEX NO. &535. 11660, 11862, 11865, 1730Z, 17346 AND 17340 APPLY. GENEFJALLY. AIL MARKINGS SHALL CONFORM TO THE FOLLOWING. 6" EDGE LINES, 6- LANE LINES. B" SINGLE CENTERLINES, AND 6" DOUBLE LINE PATTERNS, UNLESS OTHERWISE NOTED ON THE PLANS,

4, ALL ROADWAY TRAFFIC SIGNS S H A a BE MANUFACTURED USING HIGH INTENSITY RETROREFIECTIVE MATERIALS, THE BACK OF ALL FINISHED PANELS SHAU BE STENCILED WITH THE DATE OF FABRICATION, THE FABRICATOR'S INITIALS, AND THE NAME OF THE SHEETING IN THREE-INCH LETTERS,

5, INTERNAL SfTE TRAFFIC SIGNS ARE NOT REQUIRED TO BE RETROREFLECTIVE.

7. ALL PAVEMENT MARKINGS REQUIRE LAYOUT APPROVAL IN THE FIELD BY THE ENGINEER PRIOR TO INSTALLATION.

8 PRIOR TO FINAL PAVEMENT MARKING INSTALLATION, A TWO WEEK CURE TIME OF THE ASPHALT IS REQUIRED.

R/W RESTORATION 1. A L L A R E A S WITHIN T H E RIGHT-OF-WAY S H A U B E FINISH GRADED WITH A S M O O T H T R A N S I T I O N INTO EXISTlNG GROUNb, " A a

NON-PAVED A R E A S WITHIN T H E R W T H A T A R E A D J A C E N T T O COMMON A R E A S S H A L L B E C O M P L E T E L Y S O D D E D F O L L O W I N G FINAL G R A D I N G , NON-PAVED A R E A S WITHIN T H E R M S H A L L B E S T A B I L I Z E D WITH S O D - A L L D R A I N A G E SWALE&^AND i,, - \ . RETENTION/DETENTION P O N D A N D L A K E SLOPES S H A L L B E S T A B I L I Z E D WITH S O D I M M E D I A T E L Y ' A F T E R ' F I N A L T S R A D I N O - - - A a ' , ' G R A S S I N G ( S O D O N L Y ) S H A a B E MAINTAINED B Y T H E C O N T R A C T O R UNTIL FINAL A C C E P T A N C E BY^TfeijWNER/QPERATOp,^ ^

. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY, RiGHT-OF-WAY AND EASEMENTS AS INDICATED ON THE DRAWINGS- AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS- ALL COSTS FOR REPAIRS S H A a BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED.

- STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES. AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE COMMENCING WORK.

WITHIN THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY THE INTENT IS TO ALLOW TREES AND SHRUBS TO REMAIN IN ACCORDANCE WITH THE FOaOWING SCHEDULE: NEW ROADWAY CONSTRUCTION - TREES AND SHRUBS TO REMAIN WHERE LOCATED MORE THAN 15 FEET FROM THE BACK OF CURB. OR OUTSIDE THE LIMITS OF EXCAVATION OR F l U AREAS, WHICHEVER IS FURTHER. UTILITY PIPELINE CONSTRUCTION - TREES ANO SHRUBS TO REMAIN OUTSIDE A 15 FOOT WIDE PATH, CENTERED ON THE PIPELINE.

6, AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SITE GRADING, AND BORROW SITES. REMOVE TREES OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN WRITING BYTHE ENGINEER.

10, AIL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL AREAS.

DEWATERING AND WATER CONTROL 1 DESIGN A N D PROVIDE DEWATERING A N D WATER C O N T R O L SYSTEM USING ACCEPTED AND PROFESSIONAL METHODS

CONSISTENT WITH CURRENT INDUSTRY PRACTICE- PROVIDE A SYSTEM OF SUFFICIENT SIZE AND CAPACfTY TO CONTROL WATER IN A MANNER THAT PRESERVES STRENGTH OF FOUNDATION SOILS. DOES NOT CAUSE INSTABILITY OR RAVELING O F EXCAVATION SLOPES, A N D DOES NOT RESULT IN DAMAGE T O EXISTING STRUCTURES, WHERE NECESSARY TO THESE PURPOSES, LOWER WATER LEVEL IN ADVANCE OF EXCAVATION, UTILIZING WELLS, WEaPOINTS, OR SIMILAR POSITIVE METHODS, MAINTAIN THE GROUNDWATER LEVEL TO A MINIMUM O F 2 FEET BELOW EXCAVATIONS,

2 CONTROL. BY ACCEPTABLE MEANS, A a WATER REGARDLESS OF SOURCE AND BE FULLY RESPONSIBLE FOR DISPOSAL O F THE WATER. N O ADDITiONAL PAYMENT WILL BE MADE FOR A N Y SUPPLEMENTAL MEASURES TO CONTROL SEEPAGE, GROUNDWATER, OR ARTESIAN HEAD-

3. OPEN PUMPING WITH SUMPS AND DITCHES SHALL BE AUOWED, PROVIDED IT DOES NOT RESULT IN BOILS. LOSS OF FINES. SOFTENING OF THE GROUND, OR INSTABILITY OF SLOPES, SUMPS SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE BEARING SURFACES WILL NOT BE DISTURBED, WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT S T R E A M S , DURING NORMAL PUMPING. AND UPON DEVELOPMENT OF WELL(S), LEVELS OF FINE S A N D O R SILT IN THE DISCHARGE WATER SHALL N O T EXCEED 5 PPM,

4. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY O F THE FOLLOWING.

A, 6'PUMP VOLUTE;

B, 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND,

5, CONTINUOUSLY MAINTAIN EXCAVATIONS IN A DRY CONDITION WITH POSITIVE DEWATERING METHODS DURING PREPAFiATION OF SUBGRADE. INSTALLATION OF PIPE, AND CONSTRUCTION OF STRUCTURES UNTIL THE CRITICAL PERIOD OF CONSTRUCTION AND/OR BACKFia IS COMPLETED TO PREVENT DAMAGE OF SUBGRADE SUPPORT, PIPING, STRUCTURE, SIDE SLOPES, OR ADJACENT FACILITIES FROM FLOTATION OR OTHER HYDROSTATIC PRESSURE IMBALANCE,

7, UPSTREAM AND DOWNSTREAM ELEVATIONS MUST BE MAINTAINED WITHIN 1 FOOT OF THE DESIGN ELEVATION. EITHER BY SHEET PILING OR OTHER TEMPORARY DAMMING METHODS- CONTRACTOR SHALL INSTALL A TEMPORARY STAFF GAUGE UPSTREAM TO MONITOR LEVELS

9 THE CITY OF PALM COAST MUST APPROVE ALL DE-WATERING METHODS PRIOR TO ANY CONSTRUCTION,

PERMITS AND PERMIT REQUIREMENTS 1. THE CONTRACTOR SHALL OBTAIN FROM THE ENGINEER COPIES OF ALL REGULATORY AGENCY PERMITS AND LOCAL AGENCY

PERMITS, THE CONTRACTOR SHAU BE EXPECTED TO REVIEW AND ABIDE BY ALL THE REQUIREMENTS AND LIMITATIONS SET FORTH IN THE PERMITS,

TRAFFIC CONTROL 1 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MAINTENANCE OF TRAFFIC (M,OT,) PLAN PRIOR TO CONSTRUCTION T H E

M,0 T PLAN SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, ANO BARRICADES, ANO S H A a DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING, THE M.OT. PLAN S H A a BE APPROVED BY THE ENGINEER, OWNER, AND ROADWAY JURISDICTIONAL AGENCY PRIOR T O CONSTRUCTION. A L L PROPOSED ROADWAY AND DRIVEWAY LANE CLOSURES SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 4:00 P M. UNLESS OTHERWISE AUTHORIZED IN THE APPROVED M.O.T-

2. A a CONSTRUCTION SIGNING AND MARKINGS SHALL BE INSTALLED PRIOR T O CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION IN ACCOF«)ANCE WITH FDOT INDEX NO. 600 ANO THE MANUAL O N UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE PLACEMENT O F THE SIGNING AND MARKINGS SHAU BE APPROVED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION.

5 WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST.

6 ADJUST TFWFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS,

,• TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER DROP-OFFS OR OTHER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED

• PAVEMENTS UNTIL SUCH PAVEMENTS ARE OPEN TO PUBLIC USE,

GENERAL CONDITIONS 1, IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT

WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED.

3- THE CONTFiACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS, ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE SUBMITTING A PROPOSAL FIELD MEASURE EXISTING CONDITIONS PRIOR TO FABRICATION OF MATERIALS,

CAST IN PLACE CONCRETE

2. CONTFiACTOR SHAU REVIEW ARCHITECTUFiAL AND MECHANICAL DFiAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, S U B DEPRESSIONS, SLOPES, ETC- REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTAaED PRIOR TO PUCEMENT OF CONCRETE,

5. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONOTETE SURFACES SHALL HAVE ENDS WHICH ARE PUSTIC TIPPED OR STAINLESS STEEL

6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT

3- CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2- CONCRETE EXPOSED TO EARTH OR WEATHER. #6THROUGH #18 BARS. 1-1/2- CONCRETE EXPOSED TO EARTH OR WEATHER, #5 BAR AND SMAUER. 1.1/2- CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR THE PRIMARY REINFORCEMENT, TIES,

STIRRUPS, AND SPIRALS IN BEAMS AND COLUMNS: 3/4" CONCRETE NOT E)tf'OSED TO WEATHER NOR IN CONTACT WITX EARTH FOR SLABS, WALLS, AND JOISTS, #11 BAR AND

SMALLER. (OR AS NOTED ON PUNS)

B, MINIMUM U P SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS, FOR BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS OTHERWISE NOTED,

9, RANDOMLY SELECT A SAMPLE FROM EACH 200 YD3 OR ONE DAY'S PRODUCTION TO DETtRMINE PUVSTIC PROPEaTIES AND TO MAKE THREE 4X8 INCH CYLINDERS fOR TESTING BY THE AGENCT AT 28 DAYS TO ENSURE THAT THE DESIGN COMPRESSIVE STRENGTH HAS BEEN MET-THE AGENCY MAY, AT ITS DISCRETION, TEST ADDITIONAL CONCRETE SAMPLES TO ENSURE COMPLIANCT WITH THE SPEOFICATIONS.

10-TESTING UBORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE CITY ENGINEER,

11. ALL CAST IN P U C E CONCRETE IS TO CONFORM TO FDOT OFF-SYSTEM U P SPECIFICATION 344 U T E S T EDITION.

REVISIONS CITY OF PALM COAST

160 Cypress Point Parkway Suite B-106

Palm Coast, Florida 32164

PROFESSIONAL OF RECORD: JUAN E. BOSrmCK . ^^.^

P.E. # 62585 / ^ i ^ \ 3 Id 160 CYPRESS POINT gmKWAY, SUITE 8106 PALM COAST. FL 32164 ^ .

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

FLAGLER


428536-1-58-01



SHEET NO.

Scon Bombardier C:\Working Projec(5\5eminole Woods MUP\Seminoie MUP 2015 Phase e.dwg

S E E INTERSECTION DETAIL SHEET 30

S E E BENCH DETAIL SHEET 31

Alignment=Base Line^ Station=2+66.34 Offset=7.19

Alignment=Base Line -Station=2+98.82

Offset=11.06 EXISTING SIDEWALK -Alignment=Base Line

-Station=3+31.16 Offset=14.93 25.83 TBM

NAIL IN PP

REVISIONS ^ ^ ^ ^ S i ^ CITY OF PALM COAST W"b ^^ff"' ^̂ '̂ Cypress Point Parkway

'^''-4^^'^ Suite B-106 ^ ^ 2 ^ ^ ^ Palm Coast, Florida 32164

PROFESSIONAL OF RECOR0j^ JUAN E. BOSTVIICK yhy^^.^""

P.E. * 62385 ^^fH'-i$ 160 CYPRESS POINT PARKV/AY. SUITE B106 PALM COAST. FL 32164

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION MULTI USE PATH PHASE 6

SHEET NO.

^ ^ ^ ^ S i ^ CITY OF PALM COAST W"b ^^ff"' ^̂ '̂ Cypress Point Parkway





SHEET NO.






SHEET NO.





COUNTY FINANCIAL PROJECT ID

SEMINOLE WOODS BOULEVARD 5




P.E. * 62385 ^^fH'-i$ 160 CYPRESS POINT PARKV/AY. SUITE B106 PALM COAST. FL 32164 FLAGLER 428536-1-58-01


Scott Bombardier C:\Working Projects\Seminole Woods MUP\5eminole MUP 2015 Phase 6.dwg

Alignnnent=Base Line -Station=6+02.87 Offset=15.00

80' 4b' C 2)' 4D'

Alignment=Base Line Station=8+48.65

Offset=13.00

EXISTING SIDEWALK •

26.92 TBM NAIL IN PP

6+( 7+00 8+00

S E M I N O L E W O O D S B O U L E V A R D

11+OQwh

6-

L O ~

i n

<

CO LU

X

o

-ROW -ROW ROW


Offset=13.00

-ROW ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW

1 0 ^ CM

30 PROPOSED ft. OF MUP PROFILE

LU

O h-<

30

28

St.ation=5+99.08_ elev = 24.89"

_Station=6+49.08 "elev = 25.05

Station=7+49.08 elev = 25.04

Station=8+99.0& elev = 25.11

Station=9+99.08 Statiori=10+99.08 elev = 25.21 elev = 25.18' 28

26 26

1% -t>.-05%- -0.10%-

24 ^ 24

22 JJ

PROPOSED DRAINAGE PROFILE" 22

:statinn=5+6nj0|) ojow = 5'4 59

20

gg|--=:^^:^20:00_J elev = 24.35

20

18 -6+ DO -9^ fee- -4^ SCALE: 1"^40' HORIZ7

1" = ?' VFRT

-44 60- 18

R E V ^^S^l^ O^N S CITY OF PALM COAST



PROFESSIONMl OF RECORD-JUAN E. Bosrmcr: </. x-^ -/^

P.E. # 625S5 : 160 CYPRESS POINT PARKWAY. SUITE B106 PALM COAST. FL 32164

STATE OF FLORIDA -DEPARTMENT OF TRANSPORTATION

FLAGLER


428536-1-58-01



SHEET NO.

Scott Bombardier C:\Working ProjecisKSeminole Woods MUP\Seminole MUP 2015 Phase 6.dwg

X

o

30

Alignment=Base Line Station=15+66.57 ^ffset=10.08

Alignment=Base Line t — Station=15+96.67 Offset=12.53 <

CO lU

PROPOSED t OF MUP PROFILE; 30

28

Station=12+49.08 "elev = 25.18 \

Station= 12+99.08 elev = 25.33

Station=14+49.08 elev = 25.26

Station=15+49.08 "elev = 25.60

Station=16+99.08 elev = 25.51" 28

26

24

22

-0:30%- -0.-05«,r 0:0 WTO =0:02%-26

- 8 - 24

A A

stat ion" 143^6731-"elev = 24.31

-RR0PeSEB^DRAiNA©&PR0Pite I 1 22

20

St ati6h=15+50.00 _/ Statlon=16+00.00

Station=17+00.00

/ L 20

18

elev = 23.12

-42- «0- -4^ -46- SCALE: 1" = 40' HORIZ: 1" = 2'VERT.

-47- m 18

R £ K / S / 0 « S CITY OF PALM COAST CITY OF PALM COAST

1 160 Cypress Point Parkway t Suite B-106

^ ^ ^ ^ ^ ^ Palm Coast, Florida 32164

PROFESSIONAt OF RECORD/ JUAN E. BOSrmCK •: ^. . ^- , ^

P.E.# 6238S ^ J ^ ^ b 160 CYPRESS POINT P/mV/AY. SUITE B106 PALM COAST, FL 32164 ' : ? 0 , ,

: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

COUNTY

FLAGLER


428536-1-58-01



SHEET NO.

Scott Bombardier C:\Working ProJects\Seminole Woods MUP\Seminole MUP 2015 Phase 6-dwg

2b' 40'

EXISTING SIDEWALK


s s 5S iS SS S S

. 26.00 TBM ° NAIL IN PP

S S S S

+00 18+00 19+00 S E M I N O L E W O O D S B O U L E V A R D

20+00 21+00 22+00

\A/!v

J ] Ali§nment ^Station=1;

-ROW

CO LU

I-<

flment=Base Line 17+26.72

Offset=15.85

-ROW <S'

-Royy - R C ^ -ROW -ROW -ROW •ROW -ROW

07-11-31-7060-00RP0-0F10 CITY OF PALM COAST 160 CYPRESS POINT PKWY; SUITE B-106 PALM COAST, FL 32164

ROW ROW


Offset=15.50

ROW

RELOCATE SIGN TO 8' OFF OF EDGE OF PAVEMENT

30

28

26

24

22

20 \_.Station=17+00.00

" - e l e v ^ i 3 4 5 — —

18 47- -48

n nog/

PROPOSED t OF MUP PROFILE;

Station=19+49.08 elev = 25.73

0 06%

PROPOSED DRAINAGE PROFILE

-24

Station=21+99.08 elev = 25.87

m-

< I-CO LU

O I-<

30

28

26

- 8 -

elev = 24.45

24

22

20

BQ-BCALE: 1" = 40' HORIZT 1" = ?' VFRT

18

REVISIONS DEscmprmr CITY OF PALM COAST



PROFESSION AC OF RECORI^. JUAN E. BOSTWICK - ,^

P.E. # 62385 g ^ 3 -{5 160 CYPRESS POINT PARKWAY. SUITE 8106 PALM COAST. FL 32164


FLAGLER


428536-1-58-01



SHEET NO.

Scott Bombardier C:\Working Projects\Seminole Woods MUP\Seminole MUP 2015 Phase 6.dwg

Scott Bombardier C:\Workir\g Projects\5eminole Woods MUP\5eminole MUP 2015 Phase 6.dwg

Alignment=Base Line -Station=28+87.32 Offset=45.53

Alignment=Base Line Station=32+14.07-

Offset=23.49


26.63 TB

CLEARING AND GRUBBING REQUIRED COORDINATE WITH COPC PRIOR TO CLEARING

X

o

30

28

26

24

22

20

18 -29

P.00%

©0-

PROPOSED t OF MUP PROFILE

Station=31+615.84 "elev = 27.10

— € ^ . — L

EXIST N6-BRA-INA6E-PR0riLC - TO REMAIN-

-32-

Station=32+99.08 elev = 25.41

m-

-xnm-%

-B-

oe- SCALE: 1" = 40' HOFOZT^

O

30

28

26

24

22

20

ee-18

REVISIONS

^ ^ ^ ^ ^ ^ ^ X C'""""̂ OF PALM COAST ml) ^ f f ) '' ®̂ Cypress Point Parkway

' " ^ i ^ W Suite B-106 ^ ^ ^ g ^ ^ Palm Coast, Florida 32164

PROFESSIONAL'OF flE(?6p^^:^-—^ JUAM E. BOSmKK^^^^rr^g-

P.E. # 62385^1 f 3 " IJ 160 CYPRESS POINT PARKWAY, SVITE'B1C6 PALM COAST, FL 32164

STATE OF FLORIDA


SHEET NO.

bATt^ DESCRIPTION ^ ^ ^ ^ ^ ^ ^ X C'""""̂ OF PALM COAST ml) ^ f f ) '' ®̂ Cypress Point Parkway




STATE OF FLORIDA


SHEET NO.





UtHAH IMtNl Ut IRA rni (ft/TV

NbHURIAl ION P IM AMr I Al DDH IPfT TH


SHEET NO.





L UUIv 1 1

FLAGLER

rirvATvLlAL rriUJtzL 1 tU

428536-1-58-01 SEMINOLE WOODS BOULEVARD

10

Scott Bombardier C:\Working Projects\5eminole Woods MUPXSeminole MUP 2015 Phase 6.dwg

M P



Offset=15.00 26.37 TBM NAIL IN PP

EXISTING WATER VALVE TO BE ADJUSTED TO FINAL GRADE

35+00 / 36+00 S E M I N O L E W O O D S B C

37+00 D U L E V A R D

38+00 39+00 40

Rft ^ O C ; P8 — _ ™ c^c^ t o CM +

CO

<-H CO LU

•

X

o

30

-ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW

PL PL PL PL PL PL PL

07-11-31-7O60-0ORPO-0A10 CITY OF PALM COAST 160 CYPRESS POINT PKWY; SUITE B-106

PL PALM COAST|-ffL 32164 PL PL PL PL PL PL

o o + o

PL - < ! I-co LU


r o

30

28

Station=34+99.Ci8 elev = 25.49

Station=36+99.08 elev = 25.65

Station=37+99.08 elev = 25.64

Station=38+99.08 elev = 25.69

Station=39+99.08 elev = 25.72' 28

26 -0:68%

26

24

22

-EXIGTIISIG DRAINAGE PROflfcE- TO REMAIN 24

22

20

- e - h3

20

18 -36 -3? -38 m- -39- ~ S C 7 ^ 1 " = 40' HORIZr

1" = 2'VERT. -4e-

18

R E VISIONS CITY OF PALM COAST



PROFESSIONAL OF RECOR^£: JUAN E. BOSTVIICkv y^-^^ } )si '

P.E. # 62385 iD" IZJ m CYPRESS POINrPARKmY, SUITE 8106 PALM COAST, FL 32164 '


FLAGLER


428536-1-58-01



SHEET NO.

11

Scon Bombardier C:\VJorlcing ProjeclsxSeminole VJoods MUP\5emmole MUP 2015 Phase 6.dwg


Offset=8.17


Offset=11.58



Offset=11.58

4b' Alignment=Base Line

Station=42+44.02-Offset=15.00

Alignment=Base Line Station=42+94.06 Offset=9.71



S E E HEADWALL DETAIL SHEET 32


EXISTING A R V T O B E MODIFIED BY COPC UTILITY PRIOR TO CONSTRUCTION

+00 ^ O O D S B O U L E V A R D

45+00

-ROW

PL PL

Alignment=Base Line '-Station=40+39.20

Offset=15.00

-ROW -ROW

PROPOSED 4. OF MUP PROFILE

Station=42+49.08

Alignment=Base Ime Station=44+05>3 Offset=15^;P€r

«v Alignment=Basei.ine Station=43+46r74 Offset=9.52/

REMOVE Aflo REPLACE EXISTING CULVERT NEW 30' -^1"x17" ALUMINIZED CMP WITH MITERED ENDS W. INV. 21.40 E. INV. 25.54

-ROW

30

28

Station=40+88.17 elev = 26.57"

StatiQn=41+49.08 "elev = 26.86

elev = 26. '3 Statio 1 elev =

=42+84.08 26.79 i

Station=43+49.08 "elev = 26.76

Station=43+99.08 elev = 26.47

Station=44+99.08 elev = 26.62 28

-OMm

26 0.95% 122%

\ lelev = 25.73

0.82% 1 X>'d-i°.^

24

- 8 -26

24

22

EXISTING DRAINAtJE PROFILE- TO RBMAIM

20 - e -

Station=43+5Qf00 22

20

18. 40 00 44400- 42 00 43 00 45 00 "^CALE: 1" = 40'TroRIZ:

1" = 2'VERT.

18

/ /

STATE OF FLORIDA t 'DEPARTMENT OF TRANSPORTATION MULTI USE PATH PHASE 6


SHEET NO.

COUNTY FINANCIAL PROJECT ID MULTI USE PATH PHASE 6

SEMINOLE WOODS BOULEVARD 12 FLAGLER 428536-1-58-01



•DATT REVISIONS

CITY OF PALM COAST 160 Cypress Point Parkway

Suite B-106 Palm Coast, Florida 32164

PROFESSIOm OF RE JUAN E. BOSTWICk/ A

P.E. # 6238r \ 160 CYPRESS PmitfARmAY. SUITE B106 PALM COAST, Ft 32164 ' "

Scott Bombardier C:\Workmg Projects\Seminole Woods MUP\Seminole MUP 2015 Phase 6.</wg

8b' 4b' 2b' 40'



Offset=11.56

46+00 47+00 48+00 S E M I N O L E W O O D S B O U L E V A R D

49+00

RlOb

50+00 51+00

S S - . S S . - S S - .S.S

+

CO LJJ Z

- J X

o

<

ROW ROW Alignment=Base Line Station=45+96.46 Offset=15.00

-ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW °ia@VBase Line RO' Station=51+20.99

Offset=15.00

ROW

EXISTING ARVTO BE MODIFIED BY COPC UTILITY

PRIOR TO CONSTRUCTION

30

PROPOSED t OF MUP PROFILE!

o h -<

30

28

Station=47+99.08 elev = 26.50

Station=49+49.08 elev = 26.51

Station=:50+99.08 elev = 26.65 28

U.UI70

26 4^ 0 2-

8 - -e-26

24


24

22 -^tatioT

ev = 25.94

22

Stal on=4"5*"80:Dr

20 20

18 -4& -4& •ee- -49 "SUAi:ErT^= 40'HORIZ. 51 1" = 2'VERT.

00-18

REVISIONS b^siRIPTlON CITY OF PALM COAST



PROFESSIONAL OF RE^ JUAN E. BOSTV/ICky

P.E. # 62385 160 CYPRESS POINT PARKWAY. SUITE B106 PALM COAST. FL 32164 .


COUNTY

FLAGLER


428536-1-58-01



SHEET NO.

13

Scott Bombardier C:\Working Projects\Seminole Woods MUP\Seminote MUP 2015 Please 6.dwg


S E E BENCH DETAIL SHEET 31

Alignment=Base Line i-Station=52+94,13

Offset=11.56


54+00 SEyiNOLE WOODS BOULEVARD

55+00 56+00 57+00

ROW -ROW -ROW -ROW -ROW -ROW -ROW


-ROW


Offset=15.01

S E E INTERSECTION DETAIL SHEET 30

X

o

30

Station=52+2b elev =

Station=52+99.08 "elev = 26.46

PROPOSED fe OF MUP PROFILE

CO LU z - J X

o

30

Station=51+99.08 28 elev = 26.891

Station=52+55.0^ elev = 27.05

Station=53+49.08 elev = 25.91 elev = 25.72 28

4%-- 0.26%.

26

24

-0.00%- 26

(5- 8- - 8 -24

22 Slation=52+00.00

V s PROROSEDi3RAlNAQEP^£ILE_

QStatien-=5S±00]3a,_ 22

20 Station=5/'+20.0() _ /

elev = 24 71) 20

18 -52- 09- -56- 00- -54 0!0- -55- 00- -56- SCALb: 1" = 40'HORIZ. 00-

18

II 1 • • • . .

REVISIONS 1 II1 " ' ' ' ' ' '

^ ^ f ^ ^ S ^ ^ CITY OF PALM COAST

- v—r: ••- • i-"- — - - ' j . ^ 't_au \ ^ r " '

PROFESSIQUAL OF REZOF^,,,/^^^ JUAN E. BOmiCK ^ x ^ ' x ' / ^ , ^ '

P.E. # 62385 / > ^ | 3 ^ f - '

STATE OF FLORIDA SHEET DATE DESCRIPTION

1 II1 " ' ' ' ' ' '

^ ^ f ^ ^ S ^ ^ CITY OF PALM COAST

- v—r: ••- • i-"- — - - ' j . ^ 't_au \ ^ r " '


P.E. # 62385 / > ^ | 3 ^ f - ' MULTI USE PATH PHASE 6

SHEET

^ - • n '^Y/v"' Cypress Point Parkway W)' ^ 4 1 ^ * ^ Suite B-106 ^^^m^^ P^li^ Coast, Florida 32164

- v—r: ••- • i-"- — - - ' j . ^ 't_au \ ^ r " '


P.E. # 62385 / > ^ | 3 ^ f - ' U t : r / \ n i mizIM 1 ut- l hAN^Jt^Uhil AIJUN MULTI USE PATH PHASE 6 NO.

^ - • n '^Y/v"' Cypress Point Parkway W)' ^ 4 1 ^ * ^ Suite B-106 ^^^m^^ P^li^ Coast, Florida 32164

- v—r: ••- • i-"- — - - ' j . ^ 't_au \ ^ r " '


P.E. # 62385 / > ^ | 3 ^ f - ' COUNTY FINANCIAL PROJECT ID

SEMINOLE WOODS BOULEVARD ^ - • n '^Y/v"' Cypress Point Parkway W)' ^ 4 1 ^ * ^ Suite B-106 ^^^m^^ P^li^ Coast, Florida 32164

160 CYPRESS POrWTPARKmY, SUITE 8106 PALM COAST, FL 32164 FLAGLER 428536-1-58-01


Scott Bombarcjier C:\Working Project5\5emmole Woods NUP\5eminole MUP 2015 Phase e.dwg



Alignnnent=Base Line Station=62+72.70

Offset=15.01

58+00 59+00 ; e m i n o l e w o o d s b o u l e v a r d

60+00 61+00 62+00 63

,S.S

ROW -ROW -ROW

CO LU z

o

30

ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -ROW -RQW

EXISTING ARVTO BE MODIFIED BY COPC UTILITY -

PRIOR TO CONSTRUCTION

BLEND NEW SWALES INTO EXISTING DITCH NO WORK TO BE DONE OUTSIDE THE ROW

PROPOE ED t OF MUP PROFILE

O -ROO

+ CO CD

•

< co LU

r o

30

28

Statlon=57+99.08 elev = 25.73

Station=58+99.08 elev = 26.55

Station=59+99.08 elev = 26.57

Station=60+99.08 elev = 26.55

Station=61+99.08 elev = 26.48 ' 28

26

24

0.82% 4> 26

• 8 - -e- - 8 - - 8 - - 8 -

24

22

20


•'StJ3tion=6/r+^9:99~ elev = 25.49'

22

20

18 1 '"^^ Er

50 00 -5& 00- -6+ -€2 00- " ^ A L E : i'' = 40' HORIZ. 1" = 2'VERT.

00 18

REVISIONS DE^cklfTlOU CITY OF PALM COAST



PROFESSIOMA&OF Ri JUAN EmMiQr^. r>2 ^

160 CYPRESS PmCPARKVlAY, SUITE B106 PALM COAST. FL 32i64 : :


COUNTY

FLAGLER


428536-1-58-01



SHEET NO.

15

Scott Bombardier C:\Working Project5\5eminole Woods MUP\5erninole MUP 2015 Phase 6.dwg

2b' 4b'




Offset=15.00

30

PROPOSED OF MUP PROFILE

o I-<

30

28

Station=63+99.08 Blev = 26.59

Station=65+49.08 "elev = 26.47

Station=67+49.08 "elev = 26.47 28

5-/0 •4 A-

U.UU70 - 4 26 26

24

- 8 - - 8 -

24

22


elev = 25.74

22

20

Station=63+19.99

20

18 63+00 -64 -65 -66- -67- 09- -68 ^UALE: 1" ="40' HORIZ. 1" = 2'VERT.

18

REVISIONS DESCRth'rm CITY OF PALM COAST



PROFESSIOm OF RECOli JUAN E. BOSJmCK^ . ^

m CYPRESS POINT PARKWAY, SUITE B106 PALM COAST, FL 3'2164



SHEET NO.





Scott Bombardier C:\Workmg Projects\Seminole Woods MUP\Seminale MUP 2015 Phase 6.dwg

ID"

+ 00 CO

< I-co LU

o

30

28

26

8i




Offset=15.00


SEMINOLE 69+00

WOODS BOULEV. 70+00

- S S - - S S -

-ROW -ROW -ROW -ROW


Station=69+49.08 elev = 26.55

24

22

20

18 -69-

Station==69+00.00

B0-

SEMINOLE WOODS MUP PHASE 3 UNDER SEPARATE CONTRACT

—ROW


Offset=10.90


Offset=6.61 S E E INTERSECTION DETAIL SHEET 30

Station=70+99.08 elev = 26.44

- u . u / %


Station=71+49.08 "elev = 26.70

-0,52%--

Station=71+50.00

00- "SGTTOTR'^ i rHORiZ. y ^ ' = Z V E R T .

30

28

26

24

22

20

«0- 18

R E y I S I 0 H s CITY OF PALM COAST PROFESSIONAL OF RE^^^S^"

JUAN E/Boifmm^p^^ P.E. # 62385^:^^^ no' \^

STATE OF FLORIDA SHEET DATE •n̂ grfiTi5r/6/\i CITY OF PALM COAST PROFESSIONAL OF RE^^^S^" JUAN E/Boifmm^p^^

P.E. # 62385^:^^^ no' \^

SHEET

1 160 Cypress Point Parkway ' Suite B-106


PROFESSIONAL OF RE^^^S^" JUAN E/Boifmm^p^^

P.E. # 62385^:^^^ no' \^ Utt^AKI mtNl Ut- 1 KANbfUKI Al lUN

MULTI USE PATH PHASE 6 NO. 1 160 Cypress Point Parkway

' Suite B-106 Palm Coast, Florida 32164

PROFESSIONAL OF RE^^^S^" JUAN E/Boifmm^p^^

P.E. # 62385^:^^^ no' \^ COUNTY FINANCIAL PROJECT ID

SEMINOLE WOODS BOULEVARD 1 160 Cypress Point Parkway ' Suite B-106

Palm Coast, Florida 32164 160 CYPRESS POliT PARKWAY, SUITE 8106 PALM COAST, FL 32164 ' FLAGLER 428536-1-58-01


Scott Bombardier C:\Working Projec!5\Seminole Woods MUP\Semrnole t^UP 2015 Phase B.dwg

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O

I-

1 + 0 0

o cc. \-V)

X 111

/

Top of 10" Watermain -offset=4.197 elev = 22.324

/

2 + 0 0

Top of 10" Watermain offset=3.98l

elev = 22.359

3 + 0 0

-10 10

S o

o5

Top of 10" Watermain offset=3.7iS6-

elev = 22.395

4 + 0 0

d 00

Top of 10" Watermain offset=3.551

elev = 22.431

5 + 0 0

Top of 10" Watermain offset=3.336—.

elev = 22.466

20 30

SeAreft i^SO'^ORiZ. f f e ^ ' V l R T . 6 + 0 0

o o d 00

26

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0 10 20 30 REVISIONS

~ ' S ^ I p f t o N CITY OF PALM COAST 160 Cypress Point Parkway


PROFESSIONALSF JUM B. BOStV/lCk

P.E. # 62381-1 160 CYPRESS POmr PARKWAY, SUITE 8106 PALM COAST, FL 32164



FLAGLER 428536-1-58-01

Scoit Bombardier



SHEET NO.

18

C:\Working ProJeclsXSeminole Woods MUP\Seminole MUP 2015 Phase 6.dwg

26

26

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24

23

Top of 10" Watermain offset=1.434-1

elev = 22.502

6 7 + 0 0

o o o d CO

Top of 10" Watermain r-offset=-1.454 \ elev = 22.609

1 0 + 0 0

C3 o

CO

26

26

25

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26

26

25

24

23

Top of 10" Watermain offset=-0.520

Top of 10" Watermain r-offset=-1.432 \ elev = 22.645

8 + 0 0 1 1 + 0 0

C3 a o c6 en

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37-11-31-7060-00RP0-0F10 DITY OF PALM COAST 24 160 CYPRESS POINT PKWY; SUITE B-106 =ALM COAST, FL 32164 23

26

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24

23

Top of 10" WatermaiiT -offset=-1.476 elev = 22.573

If) o> in 1^

Top of 10" WaternWi. -offset=-1.410 elev = 22.681

26

26

25

7060-00RP0-0F10 CITY OF PALM COAST 24 160 CYPRESS POINT PKWY SUITE B-106 PALM COAST. FL 3216423

9 + 0 0 SCALE:4S ^^JW'-HORIZ.

4" = 2'VERT. 1 2 + 0 0

-10 10 20 30 -10 10 20 30 REVISIONS

^ ^ ^ ^ ^ ^ CITY OF PALM COAST ^ 7 - 1 /^ ' Cypress Point Parkway

^^tGSSES0^ Palm Coast, Florida 32164

PROFESSIONAL OF RECI6R^^;;^Z^'

P.E. # 623m^-B-î5

STATE OF FLORIDA SHEET bESckiPtloN ^ ^ ^ ^ ^ ^ CITY OF PALM COAST

^ 7 - 1 /^ ' Cypress Point Parkway



P.E. # 623m^-B-î5 DEPARTMENT OF TRANSPORTATION NO. ^ ^ ^ ^ ^ ^ CITY OF PALM COAST




P.E. # 623m^-B-î5 DEPARTMENT OF TRANSPORTATION

MULTI USE PATH PHASE 6 NO. ^ ^ ^ ^ ^ ^ CITY OF PALM COAST




P.E. # 623m^-B-î5 COUNTY FINANCIAL PROJECT ID SEMINOLE WOODS BOULEVARD

C:\WorkinQ Pro iects\SeminoIe Woods MUP\5emmole MU

^ ^ ^ ^ ^ ^ CITY OF PALM COAST ^ 7 - 1 /^ ' Cypress Point Parkway

^^tGSSES0^ Palm Coast, Florida 32164 160 CYPRESS¥0INJ PARKWAY, SUITE B106 PALM COAST, FL 32164 FLAGLER 428536-1-58-01


C:\WorkinQ Pro iects\SeminoIe Woods MUP\5emmole MU

19

' 2015 Phase 6-dwq

26

26

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24

23

Top of 10" Watermain-^ -offset=-1.389 elev = 22.716

3 < CO a.

1 3 + 0 0

26

26

25

24

23

Top of 10" WatermaifV r-offset=-1.367 \ elev = 22.752

1 4 + 0 0

26

26

25

24

23

Top of 10" Watermain \ r-offset=-0.600 \ elev = 22.788

6

1 5 + 0 0

o IT I-w X LLI

Top of 10" V\/atermain r-offset=2.221 \ elev = 22.823

\ a?

1 6 + 0 0

> o 5 u_ cp h- CL CD o IX <

FL

32

ct o o

O o

o CL F

L 32

1

o W f—" (O o 1^

_J < CL

CO UJ cvr -1

06

CO < o

t— CO o

a, >- CD

UJ h-

o

> (J CD UJ h-

o o CD

3 < o o

o CD CO a.

Top of 10 " WstGrrnsn i -offset=3.707 elev = 22.859

>-

° § LL is; O ^ CL CD ci CO I— CL < Z

FL

32

K o o

FL

32

o ^ CO 1-co < O o

-706

P

AL

RE

S

CD O t

1-co < O o

x: u. CL ^ o >

ITE

B

1-co < O o

- >. u ITE

B

_j ~̂ CD n <

O O -r- CO CL

1 7 + 0 0

r-offset=3.701 \ elev = 22.895

'sC l^L i r f 10* rtORIZ. 4"'= 2'VH1RT: 1 8 + 0 0

26

26

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-10 0 10 20 30 -10 0 10 20 30 REVISIONS

CITY OF PALM COAST PROFESSIONAtVF I ^ Q ^ ^ i ^ ^ " JUAN E. BmWiCKLif^gQ'

P.E. # 6238^^" f p f l ^ X 160 CYPRESS POm PARKWAY, SUITE B106 PALM COAST, FC32164r ^ ^

STATE OF FLORIDA SHEET DATE DESCRIPTldN CITY OF PALM COAST

PROFESSIONAtVF I ^ Q ^ ^ i ^ ^ " JUAN E. BmWiCKLif^gQ'


DEPARTMENT OF TRANSPORTATION USE PATH PHASE 6 NO. 1

m f '' X'/f) t

i 160 Cypress Point Parkway ' Suite B-106




DEPARTMENT OF TRANSPORTATION MULTI USE PATH PHASE 6 NO. 1

m f '' X'/f) t







C:\Working Projecls\Seminole Woods MUP\5eminole MUf

1

m f '' X'/f) t




P.E. # 6238^^" f p f l ^ X 160 CYPRESS POm PARKWAY, SUITE B106 PALM COAST, FC32164r ^ ^ FLAGLER

Scott Bombardier

428536-1-58-01 SEMINOLE WOODS BOULEVARD

C:\Working Projecls\Seminole Woods MUP\5eminole MUf

20

' 2015 Phase 6 dng

26

26

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23

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23

Top of 10" Watermain offset=3.696-»

elev = 22.931 \

1 9 + 0 0

o

X uu

Top of 10" Watermciin offset=3.679-i

elev = 23.038 \

C3

CO

2 2 + 0 0

Top Of 10" Watermain offset=3.674-A

elev = 23.073 \

2 3 + 0 0


elev = 23.002

Top of 10" Watermain offset=3.669---i

elev = 23.109 \

2 1 + 0 0 SfeALE: W=10' rtORIZ,

yr' = 2 'yERT.

-10 10 20 30

2 4 + 0 0

26

26

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-10 0 10 20 30 STATE OF FLORIDA SHEET

DEPARTMENT OF TRANSPORTATION MVLTI USE PATH PHASE 6 NO.

COUNTY FINANCIAL PROJECT ID SEMINOLE WOODS BOULEVARD FLAGLER 428536-1-58-01


R E VISIONS Di^dRlpfld^ CITY OF PALM COAST



PROFESSIONAL OF

JUAN E. BOSTm</y.•^^ ,r

160 CYPRE^&mNT PARKV/AY, SUITE B106

PALM COAST, FL 32164 Scott Bombardier C:\Working Projects\Seminole Woods MUP\5eminole MUP 2015 Phase 6-dwg

26

26

25

24

23

2 CO X ,

Top of 10" Watermain offset=3.663-\

elev = 23.145 \

Top of 10" Watermain offset=12.711-^

eiev = z^.zao \ \

2 5 + 0 0 2 8 + 0 0

28

27

26

25

24

I Op OT lU vvaiermain offset=3.658

elev = 23.180 1

Top of 10" Watermain offset=11.050-

2

X LU

2 6 + 0 0 2 9 + 0 0

28

27

26

25

24


elev = 23.232

\

2 7 + 0 0

Top of 10" Watermain

: offset=4.681-v elev = 23.391 \

/

SCALE: 1" = 10-HORIZ. 1'' = 2 'VERf . L

-10 10 20 30

3 0 + 0 0

0 10 20 30

8 o d uo

07-11 -31-7060-00RP0-0A10 CITY OF PALM COAST, 160 CYPRESS POINT PKW^"; SUITE B-106 PALM COAST, FL 32164

07-11 "31-7060--OORPO-0A10 CITY OF PALM COASTi 160 CYPRESS POINT PKWY; SUITE B-106 PALM COAST, FL32164

/

07-11-31-7060-00RP0-0A10 Cn"Y OF PALM COAST, 160 CYPRESS POINT PK\W; SUITE B-106 PALM COAST, FL 32164

40 50 50

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REVISIONS ^ ^ ^ ^ CITY OF PALM COAST DESCkiPTlON ^ ^ ^ ^ CITY OF PALM COAST

1 ^ Cypress Point Parkway '••^^^'W Suite B-106 " S ^ ^ ^ ^ Palm Coast, Florida 32164

PROFESSIONAL OF RE^ JUAN E. BOSmpS-^ f^ 'f^^

P.E: # 62385C^t^^ \iff\^ : 160 CyPfiCSS PO/Nf MRKlV l̂K'S'O/rf B106 PALM COAST, FL 32164

V . STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION MULTI USE PATH PHASE 6


SHEET NO.





Scott Bombardier C:\VJorktng Projects\Seminole Woods MUP\5eminole MUP 2015 Phase 6.dwg

28

27

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24


elev = 23.46 n

3 1 + 0 0

28

27

26

25

24


elev = 23.534

3 2 + 0 0

28

27

26

25

24


Top of 6" Force Main offset=18.507-1

3 3 + 0 0

-10 10 20

I

30

. 07-11-31-7060-OORPO-OA10 V l T Y OF PALM COAST

160 CYPRESS POINT PK\W; SUITE^-106 PALM COAST, FL 32164

8 d

Top of 6" Force Main offset=16.551 elev = 20.696 07-11 -31-7060-OORPO-OA10 CIT \ 'OF PALM COAST 160 CYPRESS POINT PKWY; SUITE B-106 PALM COAST, FL 32164

Top of 10" Watermain offset=3 330-]

elev = 23 679

(f)

Top of 6" Force Main

3 4 + 0 0

C0

C3

q


Top of 6" Force Main offset=20.783-i

(b elev = 20.799

3 5 + 0 0 o o q

i fSS is issa , , . . . - . q n -

Top of 10" Watermain offset=3.423-i

elev = 23.758 \

Top of 6" Force Main offset=21.428-1

olox/ = on Q7-1 I

\

REVISIONS CITY OF PALM COAST DATE bi^itklPTioH CITY OF PALM COAST

mT) \ fd 1 1 160 Cypress Point Parkway ? Suite B-106


40

SCALE: 1"= 10" HORIZ. 1" = 2-VERT. 3 6 + 0 0

60 -10 10 20

2 H CO X UJ

d

5 o q: f -w X LU

O O

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PfiOF£SS/OA//\L OF JUAN E. BOSTWm^ ^

P.E. # 6238^ ^^-^ fK'^n m CYPRESS kem PARKWAY. SUITE BIO6 PALM COAST, FL 32164

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION MVLTI USE PATH PHASE 6


SHEET NO.

COUNTY FINANCIAL PROJECT ID MVLTI USE PATH PHASE 6


MVLTI USE PATH PHASE 6


Scott Bombardier C:\Working Project5\Seminole Woods MUP\Seminole MUP 2015 Phase 6.dwg

27

26

25

24

23

—T~ _ f yi r v i i l A f - x . : . -

I Up ur lu vvcimrriiciiii offset=3.440-^

elev = 23.736 \^

Top of 6" Force Main offset=21.926-1 elev = 21.161 \

3 7 + 0 0

27

26

25

24

23

fop Of 10" Watermain offset=3.458->

elev = 23.714 \

Top of 6" Force Main offset=21.717-1 elev = 21.305 \

3 8 + 0 0

28

27

26

25

24

fop of 10" Watermain offset=3.475

elev = 23.692

Top of 6" Force Main offset=21.215-i elev = 21.430 \

h

3 9 + 0 0

\

10 20

\ C5

,d

O Cd H CO X LU

O o

\ CP s

30


elev = 23.670

Top of 6" Force Main offset=21.539-1 elev = 21.561 \.

6

4 0 + 0 0


1

Top of 6" Force Main offset=22.005

1

4 1 + 0 0

offset=3.526 elev = 23.627

Top of 6" Force Main offset=21.411-elev = 16.156

\

REVISIONS ^ ^ ^ ^ i ^ CITY OF PALM COAST DATE DESCRIPTION ^ ^ ^ ^ i ^ CITY OF PALM COAST ^ 7 ) w • Cypress Point Parkway W^'i '''^4^^-^ Suite B-106 ^ ^ ^ ^ 3 ^ ^ Palm Coast, Florida 32164

SCALE: l"^'fO'HORIZ. ^ ^ n / y ^ 2' VERT.

4 2 + 0 0

-10 10 20

O DC H-W X LU

§

o a: H CO X UJ C3

d

30 PROFESSIONAL OF REt JUAN E. Bosrmcp'^ • u , g <

P.E. # 62385 160 CYPRESS POINT PARKWAY, SUITE B106 PALM COAST, FL 32164

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C:\Working Projecls\Seminole Woods MUP\SeminofB MU

SHEET NO.




24

• 0̂15 Phase 6.dvig

FLAGLER

^rntt Bombardier

428536-1-58-01




24

• 0̂15 Phase 6.dvig

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lop or iu " watermain : offset=3.526-n

elev = 23.631 \

Top of 6"^Force Main offM=21.413-> elev=\16.158 1

\

\

4 3 + 0 0

if

I I

O a:

X 111

I op ot 1 {)" watermain offset=3.526

elev = 23.635 Top of 6" Force Main offset=21.118-elev = 23.206

4 4 + 0 0

I op OT lu vvaiermain offset=3.526

elev = 23.639 Top of 6" Force Main

offset=21.794-1 elev = 22.608 \

-10

4 5 + 0 0

10 20 30

I Up Ul ru VVcllBHIUllll offset=3.526

elev

Top of 6" Force Main offset=22.058-y elev = 22.338 \

4 6 + 0 0

Top of 10" Watermain offset=3.526-i

elev = 23.647 \ Top of 6" Force Main

offset=22.056-eie;v = 22.298

4 7 + 0 0

I op OT lu vvaiermain offset=3.52(3

elev = 23.651 ̂

Top of 6" Force Main offset=22.054-i eiev = 22.605

SCJi£:tir ?= #HORIZ. 1^2'VERT. 4 8 + 0 0

28

27

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-10 0 10 20 30 STATE OF FLORIDA SHEET

rDEPAFWMENT OF TRANSPORTATION MULTI USE PATH PHASE 6 NO.


S E M I N O L E WOODS B O U L E V A R D FLAGLER 428536-1-58-01

S E M I N O L E WOODS B O U L E V A R D 25

REVISIONS ^ # ^ 5 ^ ^ CITY OF PALM COAST DATE DESCRIPTldN ^ # ^ 5 ^ ^ CITY OF PALM COAST jSp;^ ff|%,,^ .|gQ Cypress Point Parkway

' ' ' ' ^ ^ ' ' • ^ Suite B-106 ^ ^ ^ ^ ^ ^ Palm Coast, Florida 32164

PROFE^TiMC'CF MEQ JUAN E. BOSTmClCf^^f-f^' • ,^

P.E. it sms^D ^ lO^lZ^ 160 CYPRESS POINT PARKWM, SUITE 8106 PALM COAST, FL 32164. •, . V

Scoil Bombardier C:\Worl(ing Projecl5\5eminole Woods MUP\5eminole MUP 2015 Phase 6.dwg

28

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8 C3 C3

T o p of 10" Wa te rma in

o f f s e t = 3 . 5 2 6 n

e lev = 23 .656 Top of 6" Force Main

o f fse t=22.053

49+00 \

28

27

26

25

24

Top of 10" Wa te rma in

o f fse t=3 .526

e lev = 23 .660

50+00

28

27

o o

26 Top o f

25

24

0" Wa te rma in

o f fse t=3 .526

e lev = 23 .664 Top of 6" Force Main

o f f se t=21 .196 -y

e lev = 23 .042 \

51+00 -10 10 20 30


o f f s e t = 3 . 5 2 6 - i

e lev = 23 .668

T o p of 6" Force Main

o f fse t=21.076 1

52+00

rop of 10" Wa te rma i

o f fse t=3 .526

e lev = 23 .672


o f fse t=3 .526

e lev = 23.676

I u p u i w I i v i a i i I

of fse t=21.691

e lev = 22 .190

REVISIONS ^ ^ ^ ^ CITY OF PALM COAST D^SCklPtlON ^ ^ ^ ^ CITY OF PALM COAST


^ ^ ^ ^ Palm Coast, Florida 32164

SCAi-E^ 1S,= 10 'HORIZ. ^ = 2' VERT.

-10

54+00 10 20 30

PROFESSIONAL OF RK JUAN E. BOSTWICy^ , ^

P.E. # 62385 C ^ - l X l O m CYPRESS POINT PARKViAY, SURE 8106 PALM COAST. FL 32164 '

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C:\Working Projects\Seminole Woods MUP\Seminole MUf

SHEET NO.




26

' 2 0 7 5 Ptiase 6.dwg

FLAGLER

Scott Bombardier

428536-1-58-01




26

' 2 0 7 5 Ptiase 6.dwg

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27

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o f fse t=3.526

e lev = 23 .680

T o p of 6" F-orce Main

o f f & e t = 2 1 . 1 8 9 - \

e lev = 22 .505 \

h

55+00

28

27

26

25

24

I op or l u vvaierrriai i i

o f fse t=3.526

e lev


o f f se t=21 .395 -1

elev = 22 .462 \

56+00

28

27

26

25

24

CD

Top of 10" Wate rma in

o f fse t=3.526

elev = 23.688

57+00 -10 10 20 30

T o p of 10" Wate rma in

o f f s e t = 3 . 5 2 6 ^

elev = 23.693


o f f se t=22 .038 ~1

58+00


o f f s e t = 3 . 5 2 6 - i

elev = 23.697 \ I op OT 6" i -orce Main

o f f se t=22 .036

e lev = 22 .254 1

59+00


o f fse t=3.526

e lev = 23.701 1 Top of 6" Force Main

o f f s e t = 2 2 . 0 3 5 - y

elev = 22 .470 \

60+00 -10 10 20

REVISIONS CITY OF PALM COAST bATE DESCRIPTION CITY OF PALM COAST

ml) 'fffi 160 Cypress Point Parkway

•4i^^jM Suite B-106 jESSCS^ Palm Coast, Florida 32164

PROEESSlOUCOf RjE JUW E. BOSTWIC^^.y ,^

P.E. * 6238V J^^iO P 260 aPRESS POINT PARKVIAY. SUITE B106 PALM COAST. FL 32164

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SHEET NO.





Scott Bombardier C\Workirjg Projects\Seniinole Woods M t ; P \ S e m m o / e MUP 2015 Phase e.dwg

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Top of 10" Wate rma in

o f f s e t = 3 . 5 2 6 - ^

elev = 23.705 T o p of 6" Force Ma in

o f f se t=22 .033-

elev = 22 .545

61+00

28

27

26

25

24


o f fse t=3.526

elev = 23 .709 T o p of 6" Force Main

o f f se t=21 .678-n

e lev = 22 .765

28

27

26

25

24


o f fse t=3.526

e lev = 23.713 T o p of 6" Force Main

o f f s e t = 2 1 . 1 7 6 - \

e lev = 23 .045 \

63+00 -10 10

\

20 30


o f f s e t = 3 . 5 2 6 - i

e lev = 23 .717 \

Top of 6" Force Main

o f fse t=21.382 "A

64+00


o f f s e t = 3 . 5 2 6 - i

e lev = 23.721


o f f se t=21 .880 -y

e lev = 22 .717 \

65+00

8 o


o f f s e t = 3 . 5 2 6 - i

elev = 23 .725 \


o f f s e t = 2 1 . 6 7 1 - ^

elev = 22 .686 ^

O'HORIZ.

2* VERT. 66+00

-10 10 20 30

28

27

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REVISIONS te^ CITY OF PALM COAST bAtE DESCRIPTION te^ CITY OF PALM COAST ^ 160 Cypress Point Parkway W Suite B-106 ^ Palm Coast, Florida 32164

PROFESSIONAL OF mi JUAN E. e O S T W / p f T ^ / j - ^ ^ i ^

P.E. # 62385 L ^ ' - ' j P 160 CYPRESS POINT PARKWAY, SUITE B106 PALM COAST, FL 32164


SHEET NO.

COUNTY FINANCIAL PROJECT ID SEMINOLE WOODS BOULEVARD

28 FLAGLER 428536-1-58-01 SEMINOLE WOODS BOULEVARD

28

Scott Bombardier C:\Working ProJect5\Seminole Woods MUP\5eminole MUP 2015 Phase 6.dwg

28

27

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25

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o f fse t=3 .526

e lev = 23 .730 T o p of 6" Force Main

o f fse t=21.169 CO X LU

67+00

28

27

26

25

24


o f fse t=3 .526


o f f se t=21 .022-

e lev = 22.689

68+00

28

27

26

25

24


o f fse t=3 .526

e lev = 23.738 T o p of 6" Force Main

o f l se t=21 .020 -1

elev = 22 .594 \ X LU

69+00 -10 10 20 30


o f fse t=3 .525


o f f s e t = 2 1 . 0 1 8 - i

e lev = 22.584

6 70+00


o f fse t=3 .525


o f f se t=21 .017 -A

e lev = 22.608 \

71+00 \

SCALE: 1"^ 10 'HORIZ.

: 2 'VERT.

-10 10 20 30

28

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REVISIONS bkickif'Yhh CITY OF PALM COAST



PROFESSIONAL OF K JUAN E. BOSPNlCl/^r< j <-

P.E. 0 62385 I 3 " P ' 1 3 m cYPRES§i^6ifiiF'P/mm^yurrE Bioe PALM COAST. FL 32164



FLAGLER 428536-1-58-01

Scott Bombardier



SHEET NO.

29

C:\Working Projects\5eminole W o o d s MUP\5emmole MUP 2015 Phase e.dwg

A B C D E F

18 0.375 6 6 C 3 7.75

24 0.625 8 8 C 4 10

30 0.75 10 I O C 5 12.5

36 0.875 12 12 C 6 15

48 1.25 16 1 6 C 8 20

COLORS: LEGEND BACKGROUND

WHITE (RETROREFLECTIVE) • RED (RETROREFLECTIVE)

24

R1-1 STOP

7.25 7.625

MOTOR 8.25

VEHICLES! 24

2.5

1 4C

2.5

4B

3.5

J.

REVISIONS ^ ^ ^ ^ ^ ^ CITY OF PALM COAST DATE DESCklt'TWrJ ^ ^ ^ ^ ^ ^ CITY OF PALM COAST

w7) • ^ % Cypress Point Parkway * W Suite B-106

^ ^ ^ ^ ^ g ^ Palm Coast, Florida 32164

R5-3 NO MOTOR VEHICLES

COLORS: LEGEND BACKGROUND

- B L A C K - WHITE (RETROREFLECTIVE)

STATE OF FLORIDA SHEET DEPARTMENT OF TRANSPORTATION MULTI USE PATH PHASE 6 NO.


SEMINOLE WOODS BOULEVARD FLAGLER 428536-1-58-01


PROFESSIONAL OF REC JUAN E. BosPNiar-p

P.E. * 6T3my;^ 160 aPRESS POINT PARKWAY, SUITE B106 PALM COAST. FL 32164

Scott Bombardier C:\Working Project5\5eminole Woods MUP\5emmole MUP 2015 Phase 6.dwg

PLANVNG BED 4' FROM BACK OF SLAB TO CURB

20 WHITE AFRICAN IRIS (FULL 1 GALLON POTS)

42 LF CONCRETE HEADER CURB

12 GAILLARDIA DAISY (FULL 1 GALLON POTS)'

5 CRAPE MYRTLE "MUSKOGEE" '(7'-8' HEIGHT, 50 GALLON CONTAINER)

12 GAILLARDIA DAISY '(FULL 1 GALLON POTS)

2+00 3+00

FINISHED GRADE

MULCH PLANT SED—v

BROOM FINISH

CLASS 1 CONCRETE WITH SAW CUT JOINTS ® 5 ' O.C.

CONCRFTF HEADER CURR DETAIL N.TS.

q LEG

QENERAL NOTES OPTION A

N.T.S.

MOUNTING PLATE AND COVER

4 CONG. SLAB

1. LIOS FOR RECYCLE AND WASTE RECEPTACLES TO BE FLAT LIDS WITH DOMED RAIN BONNETS.

2. COLOR OF THE RECYCLE CONTAINERS TO BE 'GREEN' AND WASTE RECEPTACLES AND BENCHES TO BE 'BLUE'. COLORS TO BE SELECTED BY CITY FROM MANUFACTURER'S FULL RANGE OF COLOR.

3. RECYCLE LABELS TO BE PROVIDED FOR LIDS AND OUTSIDE SURFACE OF RECEPTACLES. CONTRACTOR TO VERIFY LABELS ARE COMPAVBLE WITH THE PROPOSED MANUFACTURER'S EQUIPMENT CONTRACTOR TO OBTAIN CITY APPROVAL FOR TYPES OF LABELS PROVIDED BY THE MANUFACTURER.

4. ALL RECYCLE AND WASTE UNITS TO HAVE CABLE OPTION TO KEEP LID AND RECEPTACLES PERMANENTLY CONNECTED.

5. ALL RECYCLE AND WASTE UNITS TO HAVE HEAVY DUTY PLASVC LINER.

6. RECYCLE AND WASTE RECEPTACLES, LIDS, LINERS AND BENCHES ARE TO MATCH THE EXISTING ITEMS INSTALLED ON PINE LAKES PARKWAY BETWEEN BELLE TERRE AND COMMERCE DRIVE. PROVIDE SHOP DRAWINGS, RECYCLE GRAPHICS, CUT SHEETS AND COLOR CHIPS FOR CITY OF PALM COAST APPROVAL.

7. TRASH AND RECYCLING CANS TO BE LOCATED TO BEST FIT WITHIN 10' OF BENCH LANDSCAPE LOCATION.

REFERENCE ITEM? INFORMATION; OR APPROVED EQ>JIVAL£NT BENCH

WABASH VALLEY, MODEL CN420D, 6 FOOT BENCH WITH BACK, SURFACE MOUNTED, DIAMOND PATTERN, THERMOPLASTIC FINISH, LEG & BENCH COLOR TO BE BLUE, WITH MOUNVNG PLATE COVERS FOR LEGS (MC104N).

BELSON OUTDOORS, MODEL M6WB-P, 6 FOOT BENCH WITH BACK, SURFACE MOUNTED, DIAMOND PATTERN, THERMOPLASTIC FINISH, LEG & BENCH COLOR TO BE MYSTIC, WITH MOUNTING PLATE COVERS FOR LEGS (SMLCOVER).

ULTRASITE, MODEL 965-VS : COUNTER, 6 FOOT BENCH WITH BACK, SURFACE MOUNTED, DIAMOND PATTERN, THERMOPLASTIC FINISH, LEG & BENCH COLOR TO BE BLUE, WITH MOUNTING PLATE COVERS FOR LEGS.

WASTE RECEPTACLE WABASH VALLEY, MODEL FR400D, 32 GALLON, SURFACE MOUNTED,

DIAMOND PATTERN, SBWO FLAT TOP WITH SOLID BONNET INWARD SLOPE LID, LR310 RIGID PLASTIC 32 GALLON RECEPTACLE LINER. THERMOPLASTIC FINISH, COLOR TO BE BLUE.

BELSON OUTDOORS, MODEL AVE24. 24 GALLON, SURFACE MOUNTED. STANDARD LID. RIGID PLASTIC 24 GALLON RECEPTACLE LINER. POWDER COATED FINISH. COLOR TO BE POST OFFICE BLUE II.

ULTRASITE. MODEL LX-36RB : LEXINGTON. 36 GALLON. SURFACE MOUNTED. RAIN BONNET LID, RIGID PLASTIC 36 GALLON RECEPTACLE LINER. POWDER COATED FINISH. COLOR TO BE BLUE

CONC. SLAB CLASS I CONC. 4 " THICK

•BENCH MOUNTING PETAIL N.T.S.

PROP. WASTE RECEPTACLE & RECYCLE RECEPTACLE -PROP. BENCH

27+00

4" CONC. SLAB

•SEE BENCH MOUNTING

DETAIL

PROFILE N.TS.

OFFSET BENCH 2 FROM EDGE OF PATH

I I

43+00

4 " THICK CONC. PAD

PROP. WASTE RECEPTACLE & RECYCLE RECEPTACLE

OFFSET RECEPTACLES 2' FROM EDGE OF PATH

RECYCLE RECEPTACLE WABASH VALLEY, MODEL FR400D, 32 GALLON. SURFACE MOUNTED.

DIAMOND PATTERN. FTW6N FLAT TOP RECYCLE LID WITH OUTWARD SLOPE WITH RECYCLE GRAPHIC. LR3W RIGID PLASTIC 32 GALLON RECEPTACLE LINER, THERMOPLASTIC FINISH, COLOR TO BE GREEN,

BELSON OUTDOORS. MODEL AVE24R. 24 GALLON. SURFACE MOUNTED, DIAMOND PATTERN. RECYCLE LID WITH RECYCLE GRAPHIC LABELS, RIGID PLASTIC 24 GALLON RECEPTACLE LINER. POWDER COATED FINISH, COLOR TO BE POST OFFICE BLUE II.

ULTRASITE, MODEL LX-36RB : LEXINGTON, 36 GALLON, SURFACE MOUNTED, RAIN BONNET LID WITH 'CANS' AND 'PLASTICS' DECALS, RIGID PLASTIC 36 GALLON RECEPTACLE LINER. POWDER COATED FINISH. COLOR TO BE BLUE.

/ \ t t

9'

t

MULTI-PURPOSE PATH

A l i g n m e n t = B a s e Line

S ta t ion=51+92 .38

Of fse t=13.11

:-43»SE^'OF,CLASS I CONC. @ 4" THICK ,.-SAW'CU-T,'jOINfS^_iSi 5' O.C.

RECYCLE ANP WASTE RECEPTAOlE & BENChi^ETAIL

52+00

/'~"\ \

O Q . J

ACLE A ^ E N C ^ E T

or Q-UJ a . a . _ j

CO

PROFESSIONAL OF RECC^y JUAN E. BOSnilCK^^p^^

P.E. # 62385 { J > ^ \ 3 " 0 160 CYPRESS POINT PARKWAY; SUITE 8106 PALM COAST. FL 32164

R E VISIONS bt^5Cklf>TtdT CITY OF PALM COAST




COUNTY

FLAGLER


428536-1-58-01



SHEET NO.

31

ScoU Bombardier C:\Workmg Projects\Seminole Woods MUP\Seminole MUP 2015 Phase 6.dwg

NOTE: ALL STRUCTURAL COMPONENTS TO BE DESIGNED BY A FLORIDA

REGISTERED STRUCTURAL ENGINEER.

2t) lO"

43+00

1 1 1 1 i

I ' l l / i i i i 4 I — ) ! — i ~ r " n i — K i / ^ r " I T I ^ I V / I I K I yi A " T T I / ^ I V 1 . 3 0 0 0 0 0

REFERENCE ITEM INFORMATION: W M W ; '•0 0 jo C|' 0-["- •-"O—j P""-;—0 0— ^ Q

OR APPROVED EQUIVALENT TRULINE

MVRRin <?HPFT Pll IMf5 ^SV^TFM '

1 1 1 1 1 1 1 1

1 1 i 1 • — - — n T DrVlU OnCL. 1 r IL.IINO 0 T 0 1 CIVI , •—

800 SERIES - ° ° 1 1 1 ' ' '

^ ^ f c ^ ^ ^ g a ^ ^ ^ ^ Y ^ ^ ^ ^ w —

VINYL SHEET PILING

CORRUGATED BOX PROFILE

CRANE MATERIALS INTERNATIONAL (CMI)

SHOREGUARD VINYL SHEET PILING

CORRUGATED BOX PROFILE ROW

REMOVE ALL FABRI-FORM

CUT ALL EXISTING 54" CMP, EXTEND CULVERTS TO

BE 28- FROM EOF AND INSTALL 50' HEADWALL PER

MANUFACTURER'S RECOMMENDATIONS

STATE OF FLORIDA SHEET DEPARTMENT OF TRANSPORTATION MULTI USE PATH PHASE 6 NO.




R E V I S J 0 N S CITY OF PALM COAST



PROFESSIONAL OF REC JUAN E. BOSTWIQtTK^ - r

P.E. # 62385/̂ / ^ ^ f P ' '--̂ m CYPRESS k m PARKVIAY, SUITE B106 PALM COAST, FL 32164

Scott Bombardier C:\Workir]g ProjecLs\Seminole Woods MUP\Seminole MUP 2015 Phase 6.dwg

MISCELLANEOUS ASPHALT FROM EOP TO MUP CONCRETE

INSTALL 50" OF NEW GUARD RAIL TO 2' FROM EOP PER FDOT INDEX 400

INSTALL 2 1 ' OF HANDRAIL PER FDOT INDEX 862, SPECIAL HEIGHT 4'-6"

MISCELLANEOUS ASPHALT FROM EOP TO MUP CONCRETE

DESCklfTlON CITY OF PALM COAST 160 Cypress Point Parkway


PROFESSIONAL OF RECOfiBlK^^^^:!^'" JUAN E. BOSTWlCK /^C i , / -?

P.E. # 62385 L-'-O / P " 160 CYPRESS POINT PARKWAY, SUITE B106 PALM COAST, FL 32164

STATE OF FLORIDA ' DEPARTMENT OF TRANSPORTATION MULTI USE PATH PHASE 6


SHEET NO.





Scoll Bombardier C:\Worl(ir)g Project£\Seminole Woods MUP\5eminole MUP 2015 Phase 6.dwg

Post Options: Softwood 2^ Dio. Softwood 2\x 4", Hardwood / | x li Steel l.33ibs/ft

6'Max.

L

Or

Uo

ri

Uin

.

15"

to

L i • r

1 ^ • * - I I —

Optional Post Positions

Filter Fabric (In Conformance Willi

-— Sec. 985 FDOT Spec.)

Principle Post Position (Canted 20" Toward Flow)

Post Options: Softwood 4" Dia. Softwood 4"x4" Hardwood J " Dia. steel l.33lbs/ft Min.

Filter Fabric

Silt Flow

10' Max.

Poultry Uesh (20 Ga. Min.) Or Type A Fence Fabric (Index No. 801 & Section 550 FDOT Spec.)

Filter Fabric (In Conformance With Sec. 985 FDOT Spec.)

TYPE HI SILT FENCE

Silt Fence Optional Post Positions

Stormwater Runoff

sat Fence Protection in Ditches with intermittent Flow

Principle Post Position (Canted 20° Toward Flow)

I Poultry Mesh Or I ^ Type A Fence Fabric

Filter Fabric

sat Flow

TYPE m SILT FENCE

Silt Fence Silt Fence Protection

Around Ditch Bottom Inlets.

SILT FENCE APPUCATIONS

NOTES FOR SILT FENCES

I. Type IB Silt Fence to be used at most locations. Where used in ditches, the spacing for Type M Silt fence shall be in accordance with Chart I, Sheet I.

2. Type ISC Silt Fence to be used where large sediment loads are anticipated. Suggested use is where fill slope is 1:2 or steeper and length of slope exceeds 25 feet. Avoid use where the detained water may back into travel lanes or off the right of way.

3. Do not construct silt fences across permanent flowing watercourses. Silt fences are to be at upland locations and turbidity barriers used at permanent bodies of water.

4. Where used as slope protection, Silt Fence is to be constructed on OX longitudinal grade to avoid channelizing runoff along the length of the fence.

5. Silt Fence to be paid for under the contract unit price for Staked Silt Fence, I LF).

Post

Place the end post of one fence behind the end post of the other fence as shown.

Rotate both posts at least 180 degrees In a clockwise direction to create a tight seal with the fabric material.

Drive both posts into the ground and bury flap.

JOINING TWO SILT FENCES REVISIONS

• • CITY OF PALM COAST PROFESSIONAL OF fiE^fifii;^^^^ JUAN E. BosTMC)^^:^^^^ -:::':

P.E. # 62385A ^ " ' / r ) ~ /J?

STATE OF FLORIDA SHEET DATE DESCRIPTION • • CITY OF PALM COAST PROFESSIONAL OF fiE^fifii;^^^^

JUAN E. BosTMC)^^:^^^^ -:::':

P.E. # 62385A ^ " ' / r ) ~ /J? DEPAR

SHEET

1 160 Cypress Point Parkway ^ Suite B-106


PROFESSIONAL OF fiE^fifii;^^^^ JUAN E. BosTMC)^^:^^^^ -:::':

P.E. # 62385A ^ " ' / r ) ~ /J? DEPAR IMtlMI UI- 1 KAIM^h'UKI Al IUI\

MULTI USE PATH PHASE 6 NO.

^^^^^^^^^^



PROFESSIONAL OF fiE^fifii;^^^^ JUAN E. BosTMC)^^:^^^^ -:::':

P.E. # 62385A ^ " ' / r ) ~ /J? COUNTY FINANCIAL PROJECT ID

SEMINOLE WOODS BOULEVARD ^^^^^^^^^^


Palm Coast, Florida 32164 160 CYPRESS iiim PARKWAY.: SUITE B106 PALM COAST, FL 32164 . FLAGLER 428536-1-58-01


Scott Bombardier C:\VJorking ProJectsKSemmole Woods MUP\Seminole MUP 2015 Phase 6.dwg

Slotted PVC Connector Pipe <Metal Collar Reinforced)

3 1 -18 Oz. Nylon Reinforced PVC Fabric 1300 psi Test)-^

i Vinyl Sheathed EAW Steel Cable (9800 Lbs. Breaking Strength) With Galvanized Connectors ( Tool Free Disconnect)

Closed Cell Solid Plastic Foam Flotation (8" Dia. Equiv.) (17 lbs. Per Ft. Buoyancy)-

Closed Cell Solid Plastic Foam Flotation (6" Dia. Equiv.) (12 Lbs. Per Ft. Buoyancy)

-Stress Plate ]§• (Galvanized Chain

•18 Oz. Nylon Reinforced PVC Fabric (300 psi Test) With Lacing Grommets^

6'Max.

•§Polypro Rope (600 lb. Breaking Strength)

D, '5'Sfd. (Single Panel For Depths 5'or Less).

'5'Sfd. (Additional Panel For Depths > 5').

Curtain To Reach Bottom Up To Depths Of 10 Feet. Two (2) Panels To Be Used For Depths Greater Than 10 Feet Unless Special Depth Curtains Specifically Call For In The Plans Or As Determined By The Engineer.

NOTICE: COMPONENTS OF TYPES I AND JT MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND E SHALL BE AS APPROVED BY THE ENGINEER.

FLOATING TURBIDITY BARRIERS

Post (Options: 2" X 4" Or 2i Min. Dia. Wood; Steel 1.33 Lbs/Ft. Min.)

IB Oz. Nylon Reinforced PVC Fabric (300 psi Test)

STAKED TURBIDITY BARRIER

GENERAL NOlES

1. Floating turbidity barriers are to be paid for under the contract unit price for Floating Turbidity Barrier, LF.

2. Staked turbidity barriers are to be paid for under the contract unit price for Staked Turbidity Barrier, LF.

Proposed Toe Of Slope

LEGEND

Pile Locations

Dredge Or Fill Area

Mooring Buoy w/Anchor

Anchor

Barrier Movement Due To Current Action

Shore Line

Y y p i c o l Shore Line

Current

Structure Alignment

NOTES:

1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth.

2. Number and spacing of anchors dependent on current velocities.

3. Deployment of barrier around pile locations may vary to accommodate construction operations.

4. Navigation may require segmenting barrier during construction operations.

5. For additional information see Section 104 of the Standard Specifications.

Limits Of Const.

Limits Of Const.

Shore Line

Note: Turbidity barriers for flowing streams and tidal creeks may be either floating, or staked types or any combinations of types that will suit site conditions and meet erosion control and water quality requirements. The barrier type! s ) will be at the Contractors option unless otherwise specified in the plans, however payment will be under the pay item(s) established in the plans for Floating Turbidity Barrier and/or Staked Turbidity Barrier. Posts in staked turbidity barriers to be' installed in vertical position unless otherwise ditected tsy the Engineer. ''^':''E'/ .'^'E'':Ns'-^^E^.,\^Z'',. -

TURBIDITY BARRIER APPUCATIONS REVISIONS

^ ^ ^ ^ ^ ^ CITY OF PALM COAST PROFESSION/^ OF

JUAN E. SOSTW^CKx?^^•^^>'''^^ P.E. # 62385 y ^ - ^ S ^ i ^

STATF OF FinRIDA SHEET DATE DESCRIPTION ^ ^ ^ ^ ^ ^ CITY OF PALM COAST

PROFESSION/^ OF


SHEET

160 Cypress Point Parlcway Suite B-106

^ ^ ^ ^ g g S ^ Palm Coast, Florida 32164

PROFESSION/^ OF


Utl^AKI MtIM 1 UI- 1 KANbHUKI Al lUN MULTI USE PATH PHASE 6

NO. 160 Cypress Point Parlcway Suite B-106

^ ^ ^ ^ g g S ^ Palm Coast, Florida 32164

PROFESSION/^ OF

JUAN E. SOSTW^CKx?^^•^^>'''^^ P.E. # 62385 y ^ - ^ S ^ i ^ COUNTY FINANCIAL PROJECT ID

SEMINOLE WOODS BOULEVARD 160 Cypress Point Parlcway

Suite B-106 ^ ^ ^ ^ g g S ^ Palm Coast, Florida 32164

160 CYPRESS POINT PARKWAY, SUITE B106 PALM COAST, FL 32164 . FLAGLER 428536-1-58-01


Scott Bombardier C:\Worl(ing Projects\Seminote Woods MUP\5emmote MUP 2015 Ptiase S.dwg

A l i gnmen t=Base Line

-S ta t ion=14+66.93 ^

Of fse t=22.89 ^ f f

/ss ss sg S S , . — - f - f i ;ss

EXISTING HEADWALL INSTALL SILT FENCE 1' BEYOND WETLAND LINE ON THE PROJECT SIDE

REVISIONS CITY OF PALM COAST DAtt^ DESCRIPTION CITY OF PALM COAST

Ir) Cypress Point Parkway

^ ^ ' • ' ^ Palm Coast, Florida 32164

INSTALL TURBIDITY BARRIER FROM TOP OF BANK TO TOP OF BANK

PROFESSmMOF.REi JUAN E. BOSTmCj

P.E. # 6238. 160 CYPRESS POINT, PARKWAY, SUITE B106 PALM COAST, FL 32m"::,' : t "



SHEET NO.

36

Scolt Bombardier C:\VJorking Projects\5eminole Woods MUP\5eminole MUP 20]5 Phase 6.dwg

1 1 66oooo666o6oo6<: XJOOOOOOOOOOOOC xx>oooooooooooo

5' Concrete Sidewalk

• —

300000000000000 300000000000000 30000000000000< 30000000000000<

1 1

PLAN VIEW PLAN VIEW - (ALTERNATE DETAIL)

MEDIAN CROSSING

ooooooooooooooo ooooooooooooooo ooooooooooooooo ooooooooooooooo

Sidewalk Curb

Necessary)

utility Strip PICTORIAL VIEW

FLUSH SHOULDER

(OPTION A)

PICTORIAL VIEW

FLUSH SHOULDER

(OPTION B)

PLAN VIEW CR-L SHOWN

(CR-D SIMILAR)

Fiangeway Gap

2'/2" Max.t

Fiangeway Cap May Be

Up To 3" For Freiglit -only Railways

PLAN RAILROAD

VIEW CROSSING

PICTORIAL VIEW CR-G SHOWN

(OPTION A) (CR-F AND CR-H SIMILAR)

PICTORIAL VIEW CR-G SHOWN

(OPTION B) (CR-F AND CR-H SIMILAR)

TYPICAL PLACEMENT OF DETECTABLE WARNINGS

LAST

REVISION

07/01/13

DESCRIPTION:

FDOTl^ 2015

DESIGN STANDARDS' DMTECTABLE WARNINGS AND SIDEWALK CURB RAMPS

INDEX

NO.

304

SHEET

NO.

6 Of 7


^ > ^ ' ^ % 160 Cypress Point Parkway • " ' ^ ^ ' W Suite B-106


PROFESSIONAL OF R ^ p i ^ JUAN E. eOS7TOS^^:^J^%-

P.E. # 623^C t>"'{S''l~> 160 CYPRESS POINT PARKVIAY. SUITE B106 PALM COAST, FL 32164

STATE OF FLORIDA '^DEPARTMENT OF TRANSPORTATION MULTI USE PATH PHASE 6

SHEET NO.

DATE DESCRlPTldfJ CITY OF PALM COAST ^ > ^ ' ^ % 160 Cypress Point Parkway

• " ' ^ ^ ' W Suite B-106 ^ ^ ^ ^ ^ ^ Palm Coast, Florida 32164




SHEET NO.

CITY OF PALM COAST ^ > ^ ' ^ % 160 Cypress Point Parkway





SHEET NO.










P.E. # 623^C t>"'{S''l~> 160 CYPRESS POINT PARKVIAY. SUITE B106 PALM COAST, FL 32164 FLAGLER 428536-1-58-01


Scott Bombardier C:\Working Project5\5eminole Woods MUP\Phase 6 FDOT INDEXES.dwg

Flexible Pavt.

Rigid Pavt.

Flexible Pavt. •

Rigid Pavt.

D D D D D E D

5'\ 5'\ 5'\ 5'\ 5'\ 5'\ 5'\

~ \ — r T 1 T

" "£" Joint(5) Required Wlien

Lengtti Exceeds 30'

]20' Max. ' 1 •

120' Max." • 1 •'

30' Max. 30' Max. - % '

30' Max. 30' Max. 1 • 1 • 1 • •/2"

• 1 • L

•/2"

SAWED JOINTS

B C B C

Graded Turnout

A B C B C •A" 11 5' 1 5' 1 5' 1 5' 1

B C B C B A B C B C I 5' I S' I 5' I 5' 1 5' 11 5' 1 5' 1 5'\ 5' \

OPEN JOINTS

LONGITUDINAL SECTIONS (NOT TO SCALE)

JOINT LEGEND

A- '/f Expansion Joints (Preformed Joint Filler)

B-'/s" Dummy Joints, Tooled

C~y]e" Formed Open Joints

D'i',6" Saw Cut Joints, J ' / / Deep (96 Hour) Max. 5' Centers

E'Vi' Saw Cut Joints, I ' / j ' Deep (12 Hour) Max. 30' Centers

F-'// Expansion Joint 'J4hen Run Of Sidewalk Exceeds 120'.

Intermediate locations wiien called for in t/ie plans or at

locations as directed by the Engineer.

SIDEWALK JOINTS

NOTES FOR CONCRETE SIDEWALKS ON UNCURBED ROADWAYS

1. sidewalks shall be constructed in accordance with Specification Section 522.

2. Detectable Warnings shall conform to the requirements described in Index No. 304.

Detectable Warnings are not required for sidewalks that run continuous through driveways.

3. For TURNOUTS see Index No. 515.

4. Construct sidewalks with a I'-O" thick Edge Beam through the limits of any surface mounted

Pedestrian/Bicycle Picket Railing or Pipe Guiderail shown in the plans (see SIDEWALK WITH

EDGEBEAM FOR SURFACE MOUNTED RAILINGS detail).

5. When driveways are newly constructed, reconstructed, or altered, cross slopes for discontinuous

sidewalks shall not exceed 0.02.

1 — I — I — r Sidewalk

Driveway

C

Border

/— Shoulder Line

Sidewalk

Varies (5' Std.) 0.02 Max.

SECTION CC

Edge Of Travel Way •

PLAN

CONTINUOUS SIDEWALK

Edge Of Travel Way •

2' Detectable

Warning Surface -

^— Sidewalk ^ ,^

Shoulder Line

PLAN

DISCONTINUOUS SIDEWALK

CONCRETE SIDEWALK ON UNCURBED ROADWAYS

LAST

REVISION

07/01/13

DESCRIPTION:

FDOT^ DESIGN STANPAFUDS^

CONCRETE SIDEWALK INDEX

NO.

310

SHEET

NO.

2 Of 2

REVISIONS ^ ^ ^ ^ ^ ^ CITY OF PALM COAST DATE b^ACRIPtiON ^ ^ ^ ^ ^ ^ CITY OF PALM COAST

mil T / f ) Cypress Point Parkway W ' ^ ' - ' ^ - ' ^ ' W Suite B-106 mil T / f ) Cypress Point Parkway W ' ^ ' - ' ^ - ' ^ ' W Suite B-106 ^ ^ 3 ^ ^ ^ ^ Palm Coast, Florida 32164

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION MULTI USE PATH PHASE 6


1

SHEET NO.





P R O F E S S m A L OF, RECORD: JUAN E . B O S f V I I Q

P.E. # 160 CYPRESS P A L M C O A S T , F L 32164

6238^,jf^^'^l5 RESS PoIi^PARKWAY, SUT SUITE B 1 0 6

Scot! Bombardier C. \Wor l<mg Project5\5eminole Woods MUP\Phase 6 FDOT INDEXES.dwg

200' * * 100' 75' 50' 25'

Note: Adjustment in spacing may be required to fit exact guardrail lengths

as directed by the Engineer. For minimum installations (length 62.5') provide

one barrier delineator at each end and one at the approximate center.

For curves greater than 2-' the spacing shall be reduced to WO' increments through the curve.

BARRIER DELINEATOR SPACING

PICTORIAL VIEW BARRIER DELINEATOR MOUNTING

BARRIER DELINEATORS - DETAIL M

BARRIER DELINEATOR NOTES

1. Barrier delineators shall conform to Section 993.

2. Barrier delineator color (white or yellow) shall conform to the color of

the near lane edgeline.

3. Barrier delineators installed on median guardrail shall have

retro-reflective sheeting on both sides of the barrier delineator.

4. The cost for barrier delineators shall be included in the contract unit

price for Guardrail.

Install Pipe Rail Over Pipe Rail End Fixture And

Thru-bolt With '//xS'// Long Hex Bolts And Nuts

With ' / / Plain Round Washers Under Heads And

Nuts (2 Reqd.) (Upset Threads After Tightening) •

Pipe Rail

Offset Block

Attach Pipe Rail End Fixture To Post With '/2

"XT' Long Hex Bolts And Nuts With PiBin

Round Washers Under Heads And Nuts

(2 Regd.) (Upset Threads After Tightening)

Steel Post

End Anchorage Assembly

Guardrail Beam —/ P ll| ~~ \ II I 20"± R

nT Pipe RaiT

This Post Shall

Be Timber Only

Lip Of Gutter -

Top Of

Bracket And Pipe Holes With V^'xS'//

Long Hex Bolt And Nut With Vz Plain Round

Washer (Upset Threads After Tightening)

y/0 Bracket Hole With %"x2" Long Hex

Bolt And Nut With %" Plain Round Washers

(Upset Threads After Tightening)

Steel Guardrail Post

2'/2"x2"x'/4"x4" Long Angle

Bracket (Galvanized)

Guardrail Beam

NPS 2 Sch. 40

Galv. Pipe Rail Per

ASTM F1083

Steel Guardrail Post

\—\ 3 '4)" Offset From J

Of Guardrail Post

PLAN

NOTES

1. Pipe Rail is required on steel guardrail posts when the front

of sidewalks or shared use paths are located 4' or less from

behind the back of the post. Pipe rail shall terminate at the

first post of the end anchorage assembly. Begin and end the

Pipe Rail in accordance with the PIPE RAIL END FIXTURE

detail.

Refer to Sheet 1, GENERAL NOTE 6 for guardrail end

anchorage assembly requirements and GENERAL NOTE 16. b.

for offset block requirements.

2. When guardrail with timber posts are located with the back of

post 4' or less from the near front of sidewalks or shared

use paths, the bolt ends will require one of the following

treatments:

a. Trim back flush with the face of nut and metaiize or

b. Use post bolts 15" in length with washers and nuts counter

sunk into sinks 1" to 1'/;' deep or

c. Use post bolts 15" in length with sleeve nuts and washers.

Pipe Rail End Fixture •

ELEVATION

VIEW A VIEW B

PIPE RAIL MOUNTING

l'/2"0 Sch. 40

Steel Pipe

Pipe Rail

(See Pipe Rail

Mounting Detail)

_ t _

3"

All Holes Shall Be ©

Galvanize After Drilling And Welding

PIPE RAIL END FIXTURE

STEEL POST

SECTION

FOR LOCATIONS USED BY PEDESTRIANS OR BICYCLISTS

PEDESTRIAN SAFETY TREATMENTS

Sidewalk or

Shared Use Path PICTORIAL

LAST

REVISION

01/01/14

DESCRIPTION:

FDOT^) DESIGN StAND'ARDS

REVISIONS ^ ^ ^ ^ ^ ^ CITY OF PALM COAST DESCRIPTION ^ ^ ^ ^ ^ ^ CITY OF PALM COAST ^7) i*r> ^ r a 1 Cypress Point Parkway ^ ^ ' • ^ ' • ^ ^ i ' ^ Suite B-106 ^ ^ 2 ^ ^ ^ Palm Coast, Florida 32164

GUARDRAIL INDEX

NO.

400

SHEET

NO.

17 of 26

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION MULTI USE PATH PHASE 6


SHEET NO.





PROFESSIONAL OF. REC JUAN E. BOSTmC^^^.' . -

P.E. # 62385 fZ.^f^'^lS 160 CYPRESS POrm PARKWAYrSUITE B106 PALM COAST, FL 3216^ '

S c o f f Bombardier C:\Working Projects\Seminole Woods MUP\Phase 6 FDOT INDEXES.dwg

Offset zone: a. Behind an existing barrier,

b. More than 2 behind the curb, c. 15' or more from the edge of travel v/ay.

SYMBOLS

Worl( Area

Lane Identification -i- Direction of Traffic

GENERAL NOTES

L If the work operation (excluding establishing and terminating the work area)

requires that two or more work vehicles cross the offset zone in any one hour, traffic control will be in conformance with Index No. 602.

2. No special signing is required.

3. When a side road intersects the highway within the work area, additional TTC

devices shall be placed in accordance with other applicable TCZ Indexes.

4. When construction activities encroach on a sidewalk refer to Index No. 660.

5. For general TCZ requirements and additional information, refer to Index No. 600.

CONDITIONS

WHERE ANY VEHICLE, EQUIPMENT,

WORKERS AND THEIR ACTIVITIES

ARE BEHIND AN EXISTING BARRIER, MORE THAN 2' BEHIND THE CURB,

OR 15' OR MORE FROM THE EDGE OF TRAVEL WAY.

LAST REVISION

07/01/05

DESCRIPTION:

FDof^i 2025

DESIGN snmoARbs^ •LANE, TWO-WAY, WORK OUTSIDE SHOULDER

INDEX

NO.

601

SHEET

NO.

l o f l

REVISIONS D^^tkMlON CITY OF PALM COAST



PROFESSIONAL OF REQ JUANE. BOSr\..y^^ ifr^i^

P.E. # 62385 t S ^ l S ^ l ^ • • 160 CiPRESS POrm PARmAY. SUITE B106 PALM COAST, FL 32164'~

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

FLAGLER


428536-1-58-01



SHEET NO.

40

Scott Bombardier C:\Workmg Projects\5erriinole Woods MUP\Phase 6 FDOT iNDEXES.dwg

END

ROAD WORK

1 Taper Length = '/3L

/ / / / / ' ^ V / / / / / / / . / / Work Area / / / / / / / / / / / /

1 ci LO Nils ~"

[

1 See Table 11 V / / / / / / / / / / / / / / /

Device Spacing-Taper Device Spacing-Tangent 500-

/ V / See Table 1 See Table 1

END

ROAD WORK

SPEEDING FINES DOUBLED

HIHEN WORKERS PRESENT

DISTANCE BETWEEN SIGNS

Speed Spacing (ft.)

Speed A B

40 mph or less 200 200 45 mph 350 350

50 mph or greater 500 500

Table I

Device Spacinq

Speed

(mph)

Max. Distance Between Devices (ft.)

Speed

(mph)

Cones or

Tubular Markers

Type I or Type 11

Barricades or Vertical Panels or Drums

Speed

(mph)

Taper Tangent Taper Tangent

25 25 50 25 50

30 to 45 25 50 30 50

50 to 70 25 50 50 100

Midway between signs.

SYMBOLS

Work Area

O Sign With 18" x 18" (fAin.) Orange

Flag And Type B Light

m Channelizing Device (See Index No. 600)

Q: Work Zone Sign

Lane Identification + Direction of Traffic

GENERAL NOTES

1. Wlien four or more work vehicles enter the through traffic lanes in a one hour period or less (excluding establishing and terminating the work area), the advanced

FLAGCER sign sliall be substituted for the WORKERS sign. For location of flaggers

and FLAGGER signs, see Index No. 603.

2. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only

on the side where the shoulder work is being performed.

3. When a side road intersects the highway within the TTC zone, additional TTC


4. For general TCZ requirements and additional information, refer to Index No. 600.

DURATION NOTES

L Signs and ciiannelizing devices may be omitted if ali of the following conditions are met:

a. Work operations are 60 minutes or less. b. Vehicles in the work area have high-intensity, rotating,

flashing, oscillating, or strobe lights operating.

Table II

Taper Length - Shoulder

Speed (mph)

ViL (ft)

Notes Speed (mph) 8'

Shidr. W

ShIdr. 12'

ShIdr.

Notes

25 28 35 42

^_ W5'

60

30 40 50 60 ^_ W5'

60 35 55 68 82

^_ W5'

60

40 72 90 107

^_ W5'

60

45 120 150 180

L=WS

50 133 167 200

L=WS 55 147 183 220

L=WS 60 160 200 240 L=WS

65 173 217 260

L=WS

70 187 233 280

L=WS

8' minimum shoulder width

'hL = Length of shoulder taper in feet

W = Width of total shoulder in feet

(combined paved and unpaved width)

S = Posted speed limit (mph)

CONDITIONS WHERE ANY VEHICLE, EQUIPMENT,

WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER

THAN 15' BUT NOT CLOSER THAN

2' TO THE EDGE OF TRAVEL WAY.

LAST

REVISION

07/01/12

DESCRIPTION:

FDOT?) 2015'-v-'^,^^

DESIGN-SfWl>MF(0i^ -TWO-LANE, TWO-WAY, WORK ON SHOULDER

INDEX

NO.

602

SHEET

NO.

l o f l

REVISIONS ^ ^ ^ ^ ^ S ^ CITY OF PALM COAST

PROFESSIONAL-OF r M ^ ^ ^ JUAN E. Bosrîer:^^^!^^.^

P.E. # 62335 j A n ^ " ! - ^ -

STATE OF FlORIDA SHEET IJATE DESCRIPTION ^ ^ ^ ^ ^ S ^ CITY OF PALM COAST PROFESSIONAL-OF r M ^ ^ ^ JUAN E. Bosrîer:^^^!^^.^

P.E. # 62335 j A n ^ " ! - ^ -

SHEET

^ 7 > 1 if~i ^ % 160 Cypress Point Parkway Suite B-106

^ ^ ^ ^ ^ ^ ^ Palm Coast, Florida 32164


P.E. # 62335 j A n ^ " ! - ^ -= UttÂKI mtNl UI- 1 HAN^tÛHl Al lUN

MULTI USE PATH PHASE 6 NO. ^ 7 > 1 if~i ^ % 160 Cypress Point Parkway

Suite B-106 ^ ^ ^ ^ ^ ^ ^ Palm Coast, Florida 32164


P.E. # 62335 j A n ^ " ! - ^ - COUNTY FINANCIAL PROJECT ID

SEMINOLE WOODS BOULEVARD ^ 7 > 1 if~i ^ % 160 Cypress Point Parkway

Suite B-106 ^ ^ ^ ^ ^ ^ ^ Palm Coast, Florida 32164 760 CiPRESS-POm parkway; SUITE B106

PALM COAST, FL 321'64 ' : ^ FLAGLER 428536-1-58-01 SEMINOLE WOODS BOULEVARD

41

Scott Bombardier C:\Working Projecis\Seminole Woods MUP\Phase 6 FDOT INDEXES.dwg

END

ROAD WORK Buffer Space

See Table 5ff

{]

DISTANCE BETWEEN SIGNS Speed

(mph)

Spacing (ft.) Speed

(mph) A B C D

40 or less 200 200 200 100

45 350 350 350 175

50 500 500 500 250 55 or greater 2640 1640 1000 500

rk Area

Device Spacing-Tangent

See Table I

Device Spacing-Taper

See Table 1

END

ROAD WORK

* The ROAD WORK I MILE sign may be used as an alternate to the ROAD WORK AHEAD sign.

»' 500' beyond the ROAD WORK AHEAD sign or midway between signs whichever is less.

*' BE PREPARED TO STOP sign may be omitted

for speeds of 45 MPH or less.

SYMBOLS

Work Area

Sign With 18" x 18" (Min.)

Orange Flag And Type B Light

Channelizing Device (See Index No. 6001

Work Zone Sign

TABLE I DEVICE SPACING

Speed (mph)

Max. Distance Between Devices (ft.)

Speed (mph)

Cones or

Tubular Markers

Type I or Type 11

Barricades or Vertical

Panels or Drums

Speed (mph)

Taper Tangent Taper Tangent

25 to 45 20 50 20 50

50 to 70 20 50 20 100

o

Hr* Flagger

Automated Flagger Assistance Devices

(AFAD). With Gate

c=:=> Lane Identification + Direction of Traffic

GENERAL NOTES 1. Work operations shall be confined to one traffic lane, leaving the opposite lane

open to traffic.

2. Additional one-way control may be effected by the following means: 1. Flag-carrying vehicle;

2. Official vehicle:

3. Pilot vehicles: 4. Traffic signals.

When flaggers are the sole nieans of one-way control, the flaggers shall be in sight of each other or in direct communication at all times.

3. The ONE-LANE ROAD signs are to be fully covered and the FLAGGER signs either removed or fully covered when no work is being performed and the highway is

open to two-way traffic.

4. Wl)en a side road intersects the highway within the TTC zone, additional TTC


5. The two channelizing devices directly in front of the work area and the one

channelizing device directly at the end of the work area may be omitted provided

vehicles in the work area have high-intensity rotating, flashing, oscillating, or

strobe lights operating.

6. For Temporary Raised Rumble Strips, general. TCZ {•ffciQi'r''e'irietifS'and additional information, refer to Index No. 600. ; , ..•4 „.

DURATION NOTES ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if ali of the following conditions are met;

a. Work operations are 60 minutes or less. b. Speed limit is 45 mph or less.

c. No sight obstructions to vehicles approaching the work area for a distance equal to the buffer space.

d. Vehicles in the work area have high-intensity, rotating,

flashing, oscillating, or strobe lights operating.

e. Volume and complexity of the roadway has been considered.

BUFFER SPACE Speed Dlst. (mph) (ft.)

25 155

30 200

35 250

40 305

45 360

50 425

55 495

60 570

65 645

70 730

When Buffer Space cannot be attained due to geometric

constraints, the greatest

attainable length shall be used, but not less than 200 ft.

CONDITIONS

WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN

THE CENTERLINE AND A LINE 2'

OUTSIDE THE EDGE OF TRAVEL WAY.

LAST

REVISION

07/01/14

DESCRIPTION:

F D O ^ DESIGN STANOMffi TWO-LANE, TWO-WAY,

WORK W I T H I N THE TRAVEL WAY

INDEX NO.

603

SHEET

NO.

I Of 2




PROFESSIONAtOFRE JUAN E. BOSmi&fZa^ - i

P.E. # 62385^^-^1:^: P 160 CYPRESS POINT: PARKVIAY, SUITE 8106

PALM COAST, FL 32164 ': r '

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION COUNTY

FLAGLER


428536-1-58-01



SHEET NO.

42

Scoll Bombardier C:\Working ProjectS\Seminole Woods MUP\Phase 6 FDOT INDEXES.dwg

Post Spacing r-5" 5'-8" (Max.) ~ Type "B" Post Only 54" Special Height Bicycle Railing (SHBR)

g Post

(Typ.)

End Hoop

([ Post

5'-8" (Max.) ~ Type "A" Post or 7'-3" (Max.) ~ Type "6 " Post

42" Pedestrian/Bicycle Railing (PBR)

Top Rail 5 Post

£ Post

Post (Typ.)

Rail Expansion Joint (Typ.) see Detail "B", Sheet 4

Infiii Panel Type Varies, See Data Table in Plans (Pickets Shown)

See Detail "A Sheet 4

Top of Sidewalk Bikeway

Ground Line

Bottom & Intermediate Rail

Minimum from free end of concrete ^ tv - ^and expansion Joints (Typ.) — ' \

[ f t

i .

0" Min. ~ J " Max.

Gap

5" 5"

1 f Post

Top of Intermediate Rail

ELEVATION (Showing OutsitJe Face of Railing with Type "A" Posts)

TYPICAL RAILING DETAILS & RAILINGS ON GRADES 0% TO 5% (Type I - Picket Railing Shown, Other Types Similar)

Rail expansion Joints to be located in panels above structure expansion joints ' (35'-0" maximum spacing).

Note: Non-continuous corners are permitted when handrails are not required.

EXPANDED ELEVATION AT CORNERS

DETAIL FOR NON-CONTINUOUS RAILING AT CORNERS

NOTES: » Keyed construction joints in Index No. 6011 Gravity

Wall are not considered to be expansion Joints. ** Coiitraction joints (Tooled or Saw Cut) in sidewalks

do not require a 6" minimum offset.

Handrail required for ramps (Handrail continuous at landings between runs) Handrail ~ lli" NPS Sch. 40 •

See Plans for continuation or termination limits of railing-

Post Spacing

See Plans for continuation or termination limits of railing

i r i i ~ i r n r i i ~ F " II )i It II n II

II b II M II II II II

1! t! II

II II II IIT II II II II II II ' 11N 11 II II II II II !l II II Fr, II II 11 U II _U II U IL

Bottom

ELEVATION (Showing Inside Face of Railing with Type "A" Posts)

For slopes greater than 5%: Max. ramp slope = 8.33% Max. ramp cross-slope = 2.0°/,

Top Landing

LANDING REQUIREMENTS

Max. landing slope = 2% Max. landing cross-slope = 2%

RAILINGS ON GRADES STEEPER THAN 5% (Type 1 - Picket flailJng Shown, Other Types Similar)

LAST

REVISION

07/01/14

DESCRIPTION:

F D C ^ DESIGN STANlMPiD^

ALUMINUM PEDESTRIANIBICYCLE R A I L I N G INDEX

NO.

862

SHEET

NO.

2 Of 8

R E VISIONS

' w^^rmioN- CITY OF PALM COAST 160 Cypress Point Parkway


PROFESSlONAtOF REO JUAN E. BOSTWlCK

P.E. * 62385' 160 CYPRESS POINTPARI PALM COAST, FL 32164.

SUTTE B106

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION COUNTY

FLAGLER


428536-1-58-01



SHEET NO,

43

ScoU Bombardier C:\Work,ng Projecls\Semlnole Woods MUP\Phase 6 FDOT INDEXES.dwg

SPECIAL EMPHASIS AND STANDARD CROSSWALKS SIGNALIZED OR STOP SIGN CONTROLLED INTERSECTION

GENERAL NOTES

1. For traffic and pedestrian signal installation, refer to Index No. 17721 through 17890.

2. For public sidewalk curb ramps, refer to Index No. 304.

3. For pavement marking and sign installation, refer to Indexes 11200 through 17356,

4. Crosswalk minimum widths: Intersection Crosswalk 6'. Midblock Crosswalk 10'.

5. Ail crosswalk marking shall be white.

6. Longitudinal lines in Special Emphasis Crosswalk shall be 24" wide and spaced to avoid the wheel path of vehicles as shown in detail. The maximum space between markings shall not exceed 60". A longitudinal marking shall be centered at each lane line. Additional longitudinal markings shall be placed at the center of each lane (l/2Wj.

Where the Crosswalk is skewed to the lane lines, the Special Emphasis longitudai lines should be parallel to the lane line.

Longitudinal lines in Special Emphasis Crosswalk shall be preformed thermoplastic.

Lane ime

V2W Lane line

Lane line

'/2W

SPECIAL EMPHASIS CROSSWALK MARKING

DETAIL

LAST

REVISION

07/01/14

DESCRIPTION:

FDOTl^ DESIGN SfANDARDSr

yL

SPECIAL MARKING AREAS INDEX

NO.

17346

SHEET

NO.

9 Of 14

REVISIONS /dP^''^''^^^ CITY OF PALM COAST PROFESSIONAL OF RgCO^^V^^-^:!!^

JUAN E. msvtiizr\/yz^<;:^^ P.E. * 62385Lp.--^ x

- • STATE OF FLORIDA SHEET NO.

DATE DESCRIPTIdN /dP^''^''^^^ CITY OF PALM COAST PROFESSIONAL OF RgCO^^V^^-^:!!^


SHEET NO.

Mj-, \ / f ) 160 Cypress Point Parkway

W^:''"^^''^ Suite B-106 Palm Coast, Florida 32164

PROFESSIONAL OF RgCO^^V^^-^:!!^


ucrHnimcNi ur i nMiv:3runi MI iui\i MULTI USE PATH PHASE 6

SHEET NO.



PROFESSIONAL OF RgCO^^V^^-^:!!^


COUNTY FINANCIAL PROJECT ID SEMINOLE WOODS BOULEVARD



160 CYPRESS POm PARKVIAY, SUITE Bl06 PALM COAST, FL 3 2 J 6 ^ 0 \ O FLAGLER 428536-1-58-01


ScoU Bombardier C.WJorking P r o j e c I s X S e m m o f e W o o d s MUP\Phdse 6 FDOT INDEXES.dwg