Corbin_Park_-_Bid_Set_Drawings.pdf

DAVIS DR

JUANITA DR

SWOOPE DR

DOSTER DR

LIVE OAK DR

PINE ISLAND DR

PAIGE AVE

DOLORES ST

HAWKS COVE CIR

ROBIN RD

ANNETTE RD

TROPHY HUNTER TR

SIERRA DRUNDEVELOPED ROW

CAROLYN ST

JUDY ST

S W

ALKER DR

CORBIN PARK RD

HAWKS COVE CIR

BURMA RD

BURM

A RD

MAGNOLIA DR

© 2023 Microsoft Corporation © 2023 TomTom

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PROJECT LOCATION MAP

SCALE: N.T.S.

CITY OF NEW SMYRNA BEACH

MAYOR

FRED CLEVELAND

VALLI PERRINE

ZONE 1

CITY MANAGER

KEVIN COWPER

INTERIM CITY CLERK

SHARON TAYLOR-HARDING

COMMISSIONERS

LISA MARTIN

ZONE 2

JASON MCGUIRK

ZONE 3

BRIAN ASHLEY

ZONE 4

ENGINEERING BUSINESS NO. 2429

www.tetratech.com

CLIENT INFORMATION:PROJECT LOCATION:

PROJECT DESCRIPTION / NOTES:

Tt PROJECT No.:

CLIENT PROJECT No.:

ISSUED:

CITY OF NEW SMYRNA BEACH

CORBIN PARK STORMWATER

MANAGEMENT IMPROVEMENTS

NEW SMYRNA BEACH, FLORIDA

200-41704-22002

CITY OF NEW SMYRNA BEACH

210 SAMS AVE.

NEW SMYRNA BEACH, FLORIDA 32168

201 EAST PINE ST, SUITE 1000

ORLANDO, FLORIDA 32801

PHONE: 407-839-3955

MAY 2025 - BID SUBMITTAL

VICINITY MAP:

PROJECT

LOCATION

PROJECT INCLUDES IMPROVEMENTS TO STORMWATER INFRASTRUCTURE ALONG

CORBIN PARK ROAD, AND OTHER LOCAL ROADWAYS.

PROPOSED PROJECT LIMITS

N

SHEET INDEX

SH. NO SHEET TITLE

G-000 COVER

G-001 GENERAL NOTES

G-002 GENERAL NOTES

G-003 LEGENDS & ABBREVIATIONS

C-100 EXISTING CONDITIONS & DEMOLITION KEY PLAN

C-101 CORBIN PARK ROAD EXISTING CONDITIONS & DEMOLITION PLAN

C-102 CORBIN PARK ROAD EXISTING CONDITIONS & DEMOLITION PLAN

C-103 CORBIN PARK ROAD EXISTING CONDITIONS & DEMOLITION PLAN

C-104 DAVIS DRIVE EXISTING CONDITIONS & DEMOLITION PLAN

C-105 JUANITA DRIVE EXISTING CONDITIONS & DEMOLITION PLAN

C-106 SWOOPE DRIVE EXISTING CONDITIONS & DEMOLITION PLAN

C-107 DOSTER DRIVE EXISTING CONDITIONS & DEMOLITION PLAN

C-108 PAIGE AVENUE EXISTING CONDITIONS & DEMOLITION PLAN

C-109 BURMA ROAD EXISTING CONDITIONS & DEMOLITION PLAN

C-110 ROBIN ROAD EXISTING CONDITIONS & DEMOLITION PLAN

C-111 S. WALKER DRIVE EXISTING CONDITIONS & DEMOLITION PLAN

C-200 ALIGNMENT GEOMETRY

C-201 KEY PLAN

C-202 STORM PIPE TABLES

C-203 STORM STRUCTURE TABLES

C-204 CORBIN PARK ROAD PLAN & PROFILE

C-205 CORBIN PARK ROAD PLAN & PROFILE

C-206 CORBIN PARK ROAD PLAN & PROFILE

C-207 CORBIN PARK ROAD PLAN & PROFILE

C-208 CORBIN PARK ROAD PLAN & PROFILE

C-209 CORBIN PARK ROAD PLAN & PROFILE

C-210 DAVIS DRIVE PLAN & PROFILE

C-211 DAVIS DRIVE PLAN & PROFILE

C-212 JUANITA DRIVE PLAN & PROFILE

C-213 JUANITA DRIVE PLAN & PROFILE

C-214 SWOOPE DRIVE PLAN & PROFILE

C-215 SWOOPE DRIVE PLAN & PROFILE

C-216 DOSTER DRIVE PLAN & PROFILE

C-217 DOSTER DRIVE PLAN & PROFILE

C-218 PAIGE AVENUE PLAN & PROFILE

C-218A PAIGE AVENUE & CORBIN PARK ROAD INTERSECTION

C-219 PAIGE AVENUE PLAN & PROFILE

C-220 BURMA ROAD PLAN & PROFILE

C-221 BURMA ROAD PLAN & PROFILE

C-222 S. WALKER DRIVE PLAN & PROFILE

C-223 ROBIN ROAD PLAN & PROFILE

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

C-503 CIVIL DETAILS

C-504 CIVIL DETAILS

C-505 CIVIL DETAILS

C-506 CIVIL DETAILS

C-507 CIVIL DETAILS

C-508 CIVIL DETAILS

G-001

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GENERAL NOTES

48 HOURS BEFORE DIGGING

1-800-432-4770

SUNSHINE STATE ONE CALL CENTER

CALL 811

TOLL FREE

OR

GENERAL:

1. BENCHMARKS FOR CONSTRUCTION HAVE BEEN PROVIDED ON SHEET C-100.

2. ALL FIELD LAYOUT SURVEYING FOR CONSTRUCTION AND LOCATING EASEMENTS, ROW, AND PROPERTY LINES FOR THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR AT THEIR EXPENSE; UNDER THE DIRECTION OF A LICENSED PROFESSIONAL LAND

SURVEYOR.

3. BENCHMARK DATUM IS NATIONAL NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

4. TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WERE TAKEN FROM SURVEY PROVIDED BY: TETRA TECH, 201 E. PINE ST., SUITE 1000, ORLANDO, FL 32801. (407) 839-3955

5. THIS PROJECT IS IN FUNDED IN PART THROUGH VOLUSIA COUNTY. FUNDING WILL BE MANAGED AND COORDINATED BY THE

COUNTY.

6. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY THE CITY OF NEW SMYRNA BEACH AND NEW SMYRNA BREACH UTILITIES (NSBU).

WHERE CONFLICTS OR OMISSIONS EXIST, THE CITY OF NEW SMYRNA BEACH OR NSBU STANDARDS SHALL DICTATE.

SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS

BEEN ISSUED BY THE ENGINEER.

7. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER, CITY, NSBU, AND COUNTY AS

APPLICABLE FOR APPROVAL PRIOR TO INSTALLATION.

8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN-HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY BORNE BY THE CONTRACTOR.

9. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE 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 INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FIRST. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED THAT UTILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA

COMPENSATION WILL BE ALLOWED.

10. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING LANDSCAPE SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE CITY OF NEW SMYRNA BEACH AND/OR VOLUSIA

COUNTY, DEPENDING ON RIGHT-OF-WAY OWNERSHIP.

11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS HOURS BEFORE REQUIRED INSPECTION ON EACH AND EVERY PHASE OF WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY SCHEDULED TESTING. NO PRESSURE TESTING, OR FINAL TESTING WILL

BE ACCEPTED UNLESS WITNESSED BY THE ENGINEER'S REPRESENTATIVE.

12. ALL CONTRACTORS, CITY REPRESENTATIVES, COUNTY REPRESENTATIVES, AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVE SURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ON CONSTRUCTION PLANS. ANY SURVEY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR.

13. CONTRACTOR SHALL EXCAVATE TEST PITS FOR THE PURPOSE OF PROTECTING AND CONFIRMING LOCATION AND DEPTH OF EXISTING UTILITIES OR STRUCTURES IN ADVANCE OF CONSTRUCTION. TEST PITS SHALL BE DUG BY HAND AND BACKFILLED IMMEDIATELY AFTER THEIR PURPOSE HAS BEEN SATISFIED AND SHALL NOT REMAIN OPEN DURING NONWORKING HOURS.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE PROJECT LIMITS. ANY ON-SITE OR OFFSITE AREAS DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER.

15. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILT PEAT AREAS, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFFSITE, AND MATERIALS TO BE DISPOSED OF OFFSITE, ALL OF WHICH WILL AFFECT THEIR PRICING. ANY DELAY, INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL, AND THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST, FROM OFFSITE TO MEET THE REQUIREMENTS FOR COMPACTION AND PROPER FILL.

16. REPLACE IN-KIND SIDEWALKS, DRIVES, LAWNS, MAILBOXES, SPRINKLERS, ETC., REMOVED OR DAMAGED DURING CONSTRUCTION

OR THE STAGING OF MATERIAL OR DEWATERING.

17. ROAD RESTORATION SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

18. ANY REMOVED OR DAMAGED PAVEMENT MARKINGS; INCLUDING, BUT NOT LIMITED TO,SOLID LINES, STOP BARS, ARROWS, AND

OTHER STRIPING SHALL BE REPLACED WITH THERMOPLASTIC.

19. ALL DIRT AND DEBRIS TRACKED MUST BE CLEANED UP AND BROOMED DAILY. IMPLEMENT DUST CONTROL IN ACCORDANCE WITH

THE CONTRACT DOCUMENTS.

20. EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH SECTION 01568.

21. EARTHWORK, GRADING AND STABILIZATION SHALL BE IN ACCORDANCE WITH SECTION 02200.

22. ALL STORMWATER STRUCTURES SHALL HAVE A TWO (2) FOOT SUMP DEPTH AND A WEEP HOLE IN THE STRUCTURE BOTTOM, UNLESS OTHERWISE SPECIFIED IN THE DRAWINGS.

23. NOTIFY VOLUSIA COUNTY DEVELOPMENT ENGINEERING DIVISION AT (386) 736-5926 A MINIMUM OF 24 HOURS PRIOR TO THE START OF CONSTRUCTION. FAILURE OF THE PERMITTEE TO OBTAIN THE APPROPRIATE INSPECTIONS PRIOR TO PROCEEDING WITH WORK SHALL NOT RELIEVE THE PERMITTEE FROM REEXCAVATION OR OTHER MEASURES NECESSARY FOR THE INSPECTION OF WORK.

24. VOLUSIA COUNTY TRAFFIC ENGINEERING (386) 736-5968 IS NOT A MEMBER OF SUNSHINE ONE CALL. WHEN REQUESTING LOCATES, PLEASE PROVIDE A MINIMUM ADVANCED NOTIFICATION OF TWO (2) BUSINESS DAYS PRIOR TO PROPOSED WORK.

25. COORDINATION WITH VOLUSIA COUNTY ENGINEERING'S INSPECTOR JIM PRICE AT (386) 561-8666 IS REQUIRED WITH A MINIMUM ADVANCED NOTICE OF SEVEN (7) DAYS PRIOR TO ANY SIDEWALK, LANE OR ROAD CLOSURE (INCLUDING FLAGGING OPERATIONS).

26. OPERATIONS SHALL NORMALLY BE CONDUCTED 7:00 A.M. TO 7:00 P.M., MONDAY THROUGH FRIDAY. ANY DEVIATION FROM THESE HOURS REQUIRES PRIOR APPROVAL FROM THE CITY OR COUNTY DEVELOPMENT ENGINEER. EMERGENCY REPAIRS ARE EXCLUDED

FROM THIS TIME RESTRICTION.

27. ALL EXISTING SIDEWALKS SHALL EITHER REMAIN OPEN OR BE PROVIDED A TEMPORARY WALKWAY IN ACCORDANCE WITH THE CURRENT VERSION OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD INDEX NO. 102-660. ANY DAMAGE TO SIDEWALKS SHALL BE REPAIRED AND/OR REPLACED IN LIKE KIND BY THE CONTRACTOR. NEW SIDEWALKS AND SECTIONS THROUGH DRIVEWAYS

MUST BE AT A 2% MAXIMUM CROSS SLOPE PER ADA STANDARDS.

28. STAGING OF CONSTRUCTION VEHICLES OR MATERIALS IS NOT PERMITTED WITHIN THE COUNTY RIGHT-OF-WAY OR ON PEDESTRIAN WALKWAYS AND PATHS. THERE SHALL BE NO OVERNIGHT CONSTRUCTION VEHICLE RELATED PARKING, CONSTRUCTION MATERIAL

PLACEMENT OR STORAGE OF ANY KIND PERMITTED WITHIN THE COUNTY RIGHT-OF-WAY.

29. NO TRENCH OR EXCAVATION SHALL BE LEFT OPEN OR UNATTENDED OVERNIGHT, UNLESS APPROVED BY THE CITY/COUNTY DEVELOPMENT ENGINEERING INSPECTOR. EXCAVATIONS SHALL MEET THE DROP OFF PROTECTION REQUIREMENTS OF THE LATEST

FDOT DESIGN STANDARD INDEX NO. 102-600.

30. RESTORATION SHALL BE REQUIRED FOR ANY DAMAGE TO SIDEWALKS, CURBS, OR OTHER EXISTING STRUCTURES IN THE RIGHT-OF-WAY. ALL DISTURBED AREAS WITHIN THE CITY/COUNTY RIGHT OF WAY SHALL BE RE-GRADED AND SODDED. SEED AND

MULCH IS NOT AN ACCEPTABLE ALTERNATIVE TO SODDING.

31. CONTRACTOR TO COORDINATE WITH THE CITY/COUNTY FOR RIGHT OF ENTRY FOR CONSTRUCTION OUTSIDE OF RIGHT- OF-WAY.

SPILL CONTROL NOTES:

1. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS NOTES OF THIS

PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP:

a. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES.

b. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

c. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT

AGENCY, REGARDLESS OF SIZE.

d. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.

e. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS WILL BE THE SPILL PREVENTION AND

CLEANUP COORDINATOR.

OTHER UTILITY INFORMATION:

1. THE CONTRACTOR SHALL PROTECT UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF UTILITIES AND OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER, AND SHALL MAINTAIN SUFFICIENT PROTECTION TO UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT THE

PUBLIC DURING CONSTRUCTION.

2. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES WHICH MAY HAVE THEIR UTILITIES WITHIN THE CONSTRUCTION AREAS TO LOCATE THEIR FACILITIES IN THE FIELD FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING CONSTRUCTION.

3. FOR CONFLICT ADJUSTMENTS OF PROPOSED WATER AND SEWER FORCE MAIN, PIPE DEFLECTION SHALL MEET REQUIREMENTS SET FORTH IN THE SPECIFICATION MANUAL. OTHERWISE, UTILIZE FITTINGS TO MATCH CURVATURE, AS REQUIRED.

4. CHAPTER 553 - 851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT

SHOW SERVICE LINES.

5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE HORIZONTAL & VERTICAL LOCATION OF ANY EXISTING UTILITIES OR PIPELINES PRIOR TO CONSTRUCTION. DEPTH DEPICTED IN PROFILE VIEW ARE ASSUMED TO BE THREE FEET.

6. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS AND WASTEWATER

FORCE MAINS.

A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST

THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM

SEWER.

B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN AND RECLAIMED WATER MAIN. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.

7. VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS AND WASTEWATER FORCE

MAINS.

A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY-TYPE SANITARY

SEWER OR STORM SEWER SHALL BE A MINIMUM OF ONE FULL LENGTH OF PIPE (20'), BE CENTERED AT THE CROSSING AND LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY TWELVE INCHES, ABOVE OR AT LEAST TWELVE INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN

ABOVE THE OTHER PIPELINE.

B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED WASTEWATER OR STORMWATER FORCE MAIN SHALL BE A MINIMUM OF ONE FULL LENGTH OF PIPE (20'), BE CENTERED AT THE CROSSING AND LAID TO THE OUTSIDE OF THE WATER MAIN AT LEAST TWELVE INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.

C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN STORM SEWERS AND AT LEAST SIX FEET FORM ALL JOINTS IN GRAVITY-TYPE

SANITARY SEWERS AND WASTEWATER FORCE MAINS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING OTHER UTILITY COMPANIES AND ARRANGING TO HAVE UTILITY POLES HELD OR RELOCATED IF DETERMINED NECESSARY FOR CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS

WHETHER OR NOT HOLDING UTILITY POLES IS DEPICTED IN THE PROJECT DRAWINGS.

9. FLORIDA LAW (F.S. 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC AND PRIVATE STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATION OF UNDERGROUND GAS PIPELINES.

10. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES EXPOSED DURING CONSTRUCTION SHALL BE ACCURATELY RECORDED ON THE CONSTRUCTION DRAWINGS. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY CONFLICTS WITH PROPOSED CONSTRUCTION. THE ENGINEER AND/OR OWNER MAY WITHHOLD PROGRESS PAYMENTS IF AS-BUILT DRAWINGS ARE NOT MAINTAINED DURING CONSTRUCTION AND KEPT UP TO DATE WITH NEW AND EXISTING UTILITIES ACCURATELY RECORDED.

11. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES (EXISTING AND PROPOSED) TO VERIFY FINAL LOCATIONS, DEPTHS, QUANTITIES AND SIZE OF ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION FOR THIS PROJECT.

12. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS BASED ON AVAILABLE RECORDS AND SURVEYS BUT IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO AND IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WITH PROJECT CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS AND FEES ASSOCIATED WITH UTILITY RELOCATION AND/OR DAMAGE INCURRED DURING CONSTRUCTION WHETHER OR NOT THE UTILITY IS DEPICTED IN THE PROJECT DRAWINGS. CONTRACTOR WILL NOT BE COMPENSATED FOR ANY COSTS ASSOCIATED WITH LOST PRODUCTION DUE TO EXISTING UTILITIES WHETHER OR NOT THE

UTILITY IS DEPICTED IN THE PROJECT DRAWINGS.

13. IF FIELD CONDITIONS REQUIRE, THE LOCATION OF PROPOSED MAINS CAN BE ADJUSTED WITHIN THE RIGHT OF WAY WITH THE APPROVAL OF THE ENGINEER AND OWNER. THE DISTANCE FROM THE OUTSIDE EDGE OF THE MAIN AND THE RIGHT OF WAY SHALL

BE GREATER THAN OR EQUAL TO 4 FEET.

14. CONTRACTOR SHALL RESTRAIN ALL EXISTING UTILITIES AS NEEDED.

15. ALL EXISTING UTILITIES SHALL MAINTAIN SERVICE THROUGHOUT CONSTRUCTION. TEMPORARY SERVICE MAY BE REQUIRED, AT

THE EXPENSE OF THE CONTRACTOR.

16. ALL EXISTING WATER SERVICE DAMAGE OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN THEIR ENTIRETY FROM

THE MAIN TO THE WATER METER.

17. ANY WATER MAIN WHICH REQUIRES MODIFICATIONS SHALL REQUIRE CHLORINATION AND TWO (2) CONSECUTIVE PASSING

BACTERIOLOGICAL TEST PER NSBU STANDARDS.

UTILITY PROVIDERS

WATER AND WASTEWATER

NEW SMYRNA BEACH UTILITIES

LYNN MURRISON, P.E.

LMURRISON@NSBUFL.COM

24-HOUR EMERGENCY (386) 424-1368

ELECTRIC

NEW SMYRNA BEACH UTILITIES

(386) 424-1361

24-HOUR EMERGENCY (386) 424-1366

GAS

FLORIDA PUBLIC UTILITIES

JOHNNY HILL

OFFICE (386) 668-9842

CELL (386) 747-6862

JHILL@FPUC.COM

DAVID JOHNSON

450 SOUTH HWY 17-92

DEBARY 32713

OFFICE (386) 668-9364

CELL (386) 624-4593

DJOHNSON@FPUC.COM

TELEPHONE

AT&T CONSTRUCTION AND ENGINEERING

KIRBY SPENCER

CELL (386) 366-4588

KS2488@ATT.COM

CABLE TV

BRIGHT HOUSE NETWORKS

PAUL LAIKOS

(407) 215-8838

PAUL.E.LAIKOS@CHARTER.COM

FIBER

CENTURYLINK

MARLON BROWN

(407) 374-0473

MARLON.N.BROWN@LUMEN.COM

VOLUSIA COUNTY

VOLUSIA COUNTY ENGINEERING

(386) 736-5926

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VOLUSIA COUNTY RIGHT OF WAY NOTES

1. **CALL VOLUSIA COUNTY ENG. OFFICE AT (386) 736-5926, ONE BUSINESS DAY PRIOR TO BEGINNING

ALL PERMITTED WORK, ALL INSPECTIONS, ANY CHANGES FROM APPROVED PLANS AND WHEN

COMPLETED. **

*DIRECTIONAL BORES (PARALLEL & UNDER ROADS), ROAD CUTS & PAVING OPERATIONS SHALL NOT BE PERFORMED WITHIN THE RIGHT OF WAY ON FRIDAY, SATURDAY, SUNDAY, OR ANY DAY PRIOR TO A

HOLIDAY WITHOUT WRITTEN CDE/INSPECTOR APPROVAL.

2. VOLUSIA COUNTY TRAFFIC ENGINEERING (386) 736-5968 IS NOT A MEMBER OF SUNSHINE ONE CALL.

WHEN REQUESTING LOCATES, PLEASE PROVIDE A MINIMUM ADVANCED NOTIFICATION OF TWO (2)

BUSINESS DAYS PRIOR TO PROPOSED WORK.

3. ALL ROAD CLOSURES/LANE CLOSURES/LANE SHIFTS/SIDEWALK CLOSURES (& FLAGGING OPS) “ARE

SEPARATE FROM THE USE PERMIT” AND REQUIRE MOT PLAN REVIEW & APPROVAL WITH 7 DAYS

ADVANCE NOTICE TO VOLUSIA COUNTY DEVELOPMENT ENGINEERING JIM PRICE AT (386) 561-8666 OR

JPRICE@VOLUSIA.ORG PRIOR TO ANY CLOSURES. MOT IS REQUIRED ON ALL JOBS.

4. THE VOLUSIA COUNTY (STAMPED) APPROVED PLANS & PERMIT PLACARD MUST BE ONSITE AT ALL

TIMES.

5. NO STAGING/UNLOADING/PARKING OF ANY VEHICLE(S) IS ALLOWED IN THE RIGHT OF WAY OR ON SIDEWALKS. ANY DAMAGE TO THE RIGHT OF WAY WILL BE REGRADED/SODDED AND SIDEWALKS TO BE REPAIRED/REPLACED WITH 6 INCHES OF CONCRETE BY THE CONTRACTOR, PER ADA STANDARDS.

6. NO TRENCH/EXCAVATIONS SHALL BE LEFT OPEN OR UNATTENDED OVERNIGHT WITHIN THE RIGHT OF

WAY.

7. SOD ALL DISTURBED AREAS.

8. THE ENGINEER &/OR INSPECTOR'S INSPECTION, UPON CHECKING, OR ACCEPTANCE OF THE

APPLICANTS/CONTRACTOR'S “WORK”, DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO ACHIEVE THE WORK SUCH AS BUT NOT LIMITED TO- SURVEY, LINES, GRADES, DIMENSIONS &

RESTORATION WORK SHOWN IN THE PLANS OR CONTRACT DOCUMENTS PER THE USE PERMIT

PLACARD.

9. APPLICANT/CONTRACTOR IS RESPONSIBLE FOR SURVEY ACCURACY OF ALL WORK PERFORMED &

STRUCTURES TO BE PLACED WITHIN THE VOLUSIA COUNTY RIGHT OF WAYS.

10. APPLICANT/CONTRACTOR IS RESPONSIBLE FOR PRE/POST CONSTRUCTION VIDEO/PHOTOS OF

EXISTING WORK SITE.

DIRECTIONAL DRILL NOTES

1. *-DIRECTIONAL BORE OPERATIONS SHALL NOT BE PERFORMED WITHIN THE RIGHT OF WAY ON FRIDAY, SATURDAY, SUNDAY, OR ANY DAY PRIOR TO A HOLIDAY WITHOUT WRITTEN CDE/INSPECTOR

APPROVAL.

2. *ONLY DIRECTIONAL BORES METHODS CAN AND MUST BE PERFORMED.*

3. *PNEUMATIC, PUSH-PULL, MOLE OR MISSILE BORES ARE NOT PERMITTED.

4. DIRECTIONAL BORES, UNDER ROADWAYS FROM 1-3 INCHES MUST BE A MINIMUM OF 36 INCHES BELOW EDGE OF PAVEMENT. -DIRECTIONAL BORES 4 INCHES OR GREATER MUST BE 10 TIMES THE DIAMETER OF THE BORE/BACK REAMER, WHICHEVER IS GREATER, BELOW EDGE OF PAVEMENT AND

TO EXTEND TO THE RIGHT OF WAY ON EITHER SIDE.

5. ALL DIRECTIONAL DRILL MUD/SLURRY MUST BE CLEANED/RECLAIMED FROM THE RIGHT OF WAY/BORE

PITS AND DISPOSED OF ON AN APPROVED PRIVATE OFFSITE/OFF RIGHT OF WAY LOCATION.

6. *ALL DIRECTIONAL BORES OR JACK AND BORE PIT EXCAVATIONS/BOTTOM ELEVATIONS, MUST BE A

MINIMUM DISTANCE OF 2:1 FROM THE EDGE OF PAVEMENT.

7. EXCAVATIONS ARE PROHIBITED WITHIN 6 FEET FROM THE EDGE OF PAVEMENT.

PAVING NOTES

1. ALL ASPHALT MIX DESIGNS MUST BE PRE-APPROVED BY VOLUSIA COUNTY BEFORE PLACEMENT.

2. STRUCTURAL SECTION OF EXISTING PAVEMENT, BASE, STABILIZATION PAVED SHOULDER FIELD

VERIFIED PRIOR TO SAW CUTTING EDGE OF PAVEMENT.

3. SAW CUT EXISTING EDGE OF PAVEMENT FOR ALL NEW PROPOSED ROADWAY CONNECTION TIE-INS

MUST BE PERFORMED.

4. PLEASE SHOW THE EXISTING CROWN OF ROAD AND THE NEW PROPOSED CROWN OF ROAD BOTH

SHOWN ON A COMPLETE ROADWAY RIGHT OF WAY PROFILE PLAN PAGE. IDENTIFY ALSO IF

OVERBUILD OR LEVELING WILL BE NEEDED TO ACHIEVE A NEW CROWN OF ROAD.

5. *-PAVING OPERATIONS SHALL NOT BE PERFORMED WITHIN THE RIGHT OF WAY ON FRIDAY, SATURDAY, SUNDAY, OR ANY DAY PRIOR TO A HOLIDAY WITHOUT WRITTEN CDE/INSPECTOR APPROVAL.

6. FRICTION COURSE= 1.25 INCH OF FC-9.5 TL-C ASPHALT @ MAX. 20% RECYCLED MATERIALS.

7. STRUCTURAL COURSE= 2 INCH OF SP-12.5 TL-C/TL-D ASPHALT @ MAX. 30% RECYCLED MATERIALS.

8. PLEASE ALSO SHOW ON THE PLAN AND PROFILE, THE PROPOSED CROSS SLOPES PERCENTAGE W/

DIRECTIONAL ARROWS.= 10'' CRUSHED CONCRETE FINES OR LIMEROCK, COMPACTED TO A 98%

MAXIMUM DRY DENSITY PER AASHTO T-180 AND CONSTRUCTED IN ONE LIFT. =12'' STABILIZED SUB-GRADE TO A 75 FBV/LBR 40 AND COMPACTED TO A 98% MAXIMUM DRY DENSITY PER AASHTO T-180 IN ONE LIFT, “OR” IN LIEU OF STABILIZATION, UTILIZE ½ PLAN THICKNESS OF STABILIZATION W/SAME BASE MATERIALS USED, "BASE & A HALF", TO BE PLACED IN 2 LIFTS, COMPACTED TO 98% OF A T-180).

9. ALL PAVED SHOULDERS SHALL BE EQUAL IN DEPTH TO MATCH THE NEW/EXISTING ROADWAYS

STABILIZATION, BASE AND ASPHALT OVERALL THICKNESS.

10. NEW PAVING MUST MAINTAIN ADA 2% MAXIMUM SLOPES AT ALL STREET INTERSECTION CROSSWALKS.

MILL & RESURFACE NOTES

1. PLEASE NOTE/SHOW ON PLANS TO: -MILL 1-1/4'' INCH AND RESURFACE WITH 1-1/4'' INCH APPROVED

FC-9.5 TL-C ASPHALT @ MAX. 20% RECYCLE ASPHALT MIX.

2. ASPHALT RESURFACING/OVERLAYS ON ROADS MUST HAVE PROPER VISIBLE BASE/ASPHALT

STRUCTURAL CHARACTERISTICS AND MUST BE A MINIMUM OF 1.25'' IN DEPTH WITH BUTT JOINTS AT EITHER END OF THE OVERLAY ZONE AT A MINIMUM OF 10' IN WIDTH ACROSS THE LANES/SHOULDERS

TO BE OVERLAYED. (EXISTING ROADS TO BE OVERLAYED MUST BE UNCURBED ROADS, NOT TO

AFFECT EXISTING DRIVEWAYS OR DRAINAGE.)

SECTION REFERENCE

X

X-XX

REFERENCE SYMBOLSLIST OF STANDARD ABBREVIATIONS

MECHANICAL/DRAFTING LEGEND

DENOTES SECTION

LETTER IDENTIFICATION

DENOTES DRAWING NO

WHERE SECTION IS LOCATED

DETAIL REFERENCE

X

X-XX

DENOTES DRAWING NO

WHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBER

IDENTIFICATION

SECTION TITLE DETAIL TITLE

SECTIONX

_ SCALE:

DETAILX

_ SCALE:

DENOTES DRAWING NO

WHERE SECTION IS LOCATED

DENOTES SECTION

LETTER IDENTIFICATION

DENOTES DRAWING NO

WHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBER

IDENTIFICATION

PHANTOM LINE

HIDDEN LINE

VISIBLE LINE

CENTER LINE

BREAK LINE

EXISTING PROPOSED

MATCHLINE

1 3/32"

NOTE

CIVIL LEGEND

EXISTING STORM DRAIN

EXISTING SANITARY SEWER

EXISTING WATER MAIN

o o o o o o o o o o o o o o o o o o o GUARD RAIL xx xx xx xx STEEL FENCE x x x x x WOOD FENCE

EMBANKMENT

TOP

BOTTOM

MONITORING WELL

HYDRANT

POWER POLE

UTILITY POLE

PROPOSED MANHOLE

SEWER VALVE

EXISTING MANHOLE

MONUMENT

MITERED END SECTION

STORM MANHOLE

WATER METER

WATER VALVE

WATER WELL

MW-X

FH

CO

SS

SV

SD

WM

WV

WELL

LIGHT POLE

SEWER CLEANOUT

STORM CULVERT END

SPOT ELEVATION

XXXX.XX

EASEMENT

PROPERTY LINE

RIGHT OF WAY LINE (R-O-W)

LIMITS OF CONTRUCTION

PROPOSED CONTOUR MAJOR130

129 PROPOSED CONTOUR MINOR

(LABEL OPTIONAL)

EXISTING FORCE MAIN

VEGETATION

A

AAP ALARM ANNUNCIATOR PANEL

AARV AUTOMATIC AIR RELEASE

VALVE

AAV AUTOMATIC AIR VENT

AB ANCHOR BOLT

ABAN ABANDON(ED)

ABRSV ABRASIVE

ABS ACRYLONITRILE BUTADIENE

STYRENE

ABV ABOVE

AC ALTERNATING CURRENT

ACCMP ASPHALT-COATED

CORRUGATED METAL PIPE

ACP ASBESTOS CEMENT PIPE

ADDM ADDENDUM

ADH ADHESIVE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHD AHEAD

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

AMT AMOUNT

APPROX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

AS AMMONIUM SULFATE

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

A/C AIR CONDITIONING

A/VV AIR/VACUUM AIR VALVE

B

BAF BAFFLE

BCV BALL CHECK VALVE

BF BLIND FLANGE

BFV BUTTERFLY VALVE

BHP BRAKE HORSEPOWER

BI BLACK IRON

BITUM BITUMINOUS OR BITUMASTIC

B/L BASELINE

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BOC BACK OF CURB

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BSP BLACK STEEL PIPE

BV BALL VALVE

BW BOTH WAYS

BWW BACKWASH WATER

C

CAP CAPACITY

CA COMPRESSED AIR

CAV COMBINATION AIR VALVE

CB CATCH BASIN

CCC CHLORINE CONTACT CHAMBER

CE CHLORINATED EFFLUENT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CV CHECK VALVE

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CKT CIRCUIT

C/L CENTER LINE

CL2 SODIUM HYPOCHLORITE

CLF CHAIN LINK FENCE

CLR CLEAR OR CLEARANCE

CLVT CULVERT

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE

ARCH

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COAG COAGULANT

COL COLUMN

COM COMMON

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCT(ION)

CONT CONTINUOUS

CONTR CONTRACT(OR)

COORD COORDINATE

CO COMPANY

CP CONCRETE PIPE

CPA CONCRETE PIPE ARCH

CPLG COUPLING

CPVC CHLORINATED POLYVINYL

CHLORIDE

CR CONCENTRIC REDUCER

CS CHLORINE SOLUTION

CSG CASING

CTV CABLE TELEVISION

CY CUBIC YARD

CYL CYLINDER

C&G CURB AND GUTTER

C/C CENTER TO CENTER

D

DAT DATUM

DBL DOUBLE

DC DIRECT CURRENT

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DF DIESEL FUEL

DI DUCTILE IRON

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISCH DISCHARGE

DIR DIRECTION

DMH DROP MANHOLE

DN DOWN

DR DRAIN

DV DIAPHRAGM VALVE

DW DRIVEWAY

DWG DRAWING

DWV DRAIN, WASTE, AND VENT

E

E EAST

EA EACH

ECC ECCENTRIC

EF EACH FACE

EFF EFFLUENT

E/L EASEMENT LINE

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

EMER EMERGENCY

EMC ENCASE(MENT)

ENGR ENGINEER

EP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPRF EXPLOSION PROOF

EQUIP EQUIPMENT

ER ECCENTRIC REDUCER

ESTM EASEMENT

EST ESTIMATE(D)

EW EACH WAY

EX EXISTING

EXC EXCAVATE

EXP EXPANSION

EXST EXISTING

EXST GR EXISTING GRADE

EXT EXTERIOR

EXTN EXTENSION

F

FAB FABRICATE(D)

FCA FLANGED COUPLING ADAPTER

FB FLAT BAR

FCV FLOW-CONTROL VALVE

FD FLOOR DRAIN

FDN FOUNDATION

FE FILTER(ED) EFFLUENT

FHY FIRE HYDRANT

FIG FIGURE

FIN FINISH(ED)

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FL FLUORIDE

FLG FLANGE(D)

FLL FLOW LINE

FLTR FILTER

FM FORCE MAIN

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED

PLASTIC

FT FOOT OR FEET

FUT FUTURE

FV FOOT VALVE

FW FINISHED WATER

FWP FACTORY WIRED PANEL

F/F FACE TO FACE

G

GA GAUGE

GAL GALLON(S)

GALV GALVANIZED

GIP GALVANIZED IRON PIPE

GJ GROOVE JOINT

GND GROUND

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GALLONS PER SECOND

GR GRADE

GRTG GRATING

GS GALVANIZED STEEL

GSP GALVANIZED STEEL PIPE

GSR GROUND STORAGE RESERVOIR

GST GROUND STORAGE TANK

GT GROUT

GV GAS VALVE

H

HB HOSE BIBB

HD HEAVY-DUTY

HDPE HIGH-DENSITY POLYETHYLENE

HDR HYDRAULIC

HFA HYDROFLUOSILICIC ACID

HGR HANGER

HGT HEIGHT

HNDRL HAND RAIL

HOA HAND-OFF-AUTO

HORIZ HORIZONTAL

HP HORSEPOWER

HPA HIGH PRESSURE AIR

HR HOUR

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HWL HIGH WATER LEVEL

HWY HIGHWAY

HZ HERTZ

I

ID INSIDE DIAMETER

IN INCH(ES)

INF INFLUENT

INT INTERSECTION

INTR INTERIOR

IE INVERT ELEVATION

IP IRON PIPE

IPS INTERNATIONAL PIPE

STANDARD

IR INTERNAL RECYCLE

IW IRRIGATION WATER

J

JB JUNCTION BOX

JT JOINT

K

K KIP (1,000 LB)

KPL KICK PLATE

KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

KWH KILOWATT-HOUR

L

L LEFT

LAB LABORATORY

LAM LAMINATE OR LAMINATION

LATL LATERAL

LAV LAVATORY

LEN LENGTH

LB POUND(S)

LF LINEAR FEET

LP LIGHT POLE

LS LIME SLURRY

LSS LIME STABILIZED SLUDGE

LVR LOUVER

LWL LOW WATER LEVEL

M

M METER

MAINT MAINTAIN OR MAINTENANCE

MAN MANUAL(LY)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

ME MITERED END

MECH MECHANICAL

MEG MATCH EXISTING GRADE

MFR MANUFACTURE(R)

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MI MILE(S)

MIN MINIMUM, MINUTE(S)

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

ML MIXED LIQUOR

MO MASONRY OPENING

MON MONUMENT

MPH MILES PER HOUR

MPT MALE PIPE THREAD

MS MOTOR STARTER

MSP MOTOR STARTER PANEL

MTD MOUNTED

MV MOTORIZED VALVE

MW MANWAY

MWL MEAN WATER LEVEL

MWP MAXIMUM WORKING PRESSURE

N

N NORTH

NH3 AMMONIUM SULFATE

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPF NATIONAL PIPE THREAD

NPT NATIONAL PIPE TAPER

(THREAD)

NPW NON-POTABLE WATER

NRS NON-RISING SYSTEM

NSB NEW SMYRNA BEACH

NSBU NEW SMYRNA BEACH UTILITIES

NTS NOT TO SCALE

NW NORTHWEST

N/A NOT APPLICABLE

O

O2 OXYGEN

OC ON CENTER

OCL SODIUM HYPOCHLORITE

OD OUTSIDE DIAMETER

ODP OPEN DRIP PROOF

OF OVERFLOW

OH OVER HEAD

OHW OVER HEAD WIRE

OPP OPPOSITE

OPT OPTIONAL

OR OFFICIAL RECORDS

OSY OUTSIDE SCREW AND YOKE

O&M OPERATION AND MAINTENANCE

P

PA PROCESS AIR

PC POINT OF CURVE

PCM PERMANENT CONTROL

MONUMENT

PE PLAIN END

PG PRESSURE GAGE

PI POINT OF INTERSECTION

PL PLATE

P/L PROPERTY LINE

PNV PINCH VALVE

PO4 CORROSION INHIBITOR

POB POINT OF BEGINNING

POE POINT OF ENTRY

POJ PUSH-ON JOINT

POL POLYMER

PP POWER POLE

PPD POUNDS PER DAY

PPM PARTS PER MILLION

PREFAB PREFABRICATED

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PRW PROCESS WATER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ABSOLUTE

PSIG POUNDS PER SQUARE INCH

GAGE

PT POINT OF TANGENCY

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PW POTABLE WATER

PWR POWER

Q

Q FLOW

QTY QUANTITY

R

RAD RADIUS

RAS RETURN ACTIVATED SLUDGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCPA REINFORCED CONCRETE PIPE

ARCH

RD ROAD

RDCR REDUCER

REBAR REINFORCING STEEL

REF REFERENCE

REINF REINFORCE(D)(ING)(MENT)

REM REMOVE(ABLE)

REQ'D REQUIRED

RF RAISED FACE

RJ RESTRAINED JOINT

RM ROOM

RPBP REDUCED PRESSURE

BACKFLOW PREVENTER

RPM REVOLUTIONS PER MINUTE

RR RAILROAD

RT RIGHT

RVT RIVETED

RWM RAW WATER

RWW RAW WASTEWATER

R/W RIGHT-OF-WAY

S

S SOUTH

SA SAMPLE LINE

SAN SANITARY

SCHED SCHEDULE

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEFF SECONDARY EFFLUENT

SF SQUARE FOOT OR FEET

SHT SHEET(ED)(ING)

SIG SIGNAL

SIM SIMILAR

SL SLUDGE

SLV SLEEVE

SM SHEET METAL

SOLN SOLUTION

SP SOIL PIPE, SPACE(ING)

SPEC SPECIFICATION

SPRT SUPPORT

SQ SQUARE

SS SANITARY SEWER

SSE SUBSTANDARD EFFLUENT

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STK STAKE

STL STEEL

STR STRAIGHT

STRUCT STRUCTURAL

SURF SURFACE

SV SOLENOID VALVE

SVCE SERVICE

SVW SERVICE WATER

SW SOUTHWEST

SWD SIDEWATER DEPTH

SWSH SURFACE WASH

SYM SYMBOL

SYMM SYMMETRICAL

S/W SIDEWALK

T

TAN TANGENT

TB TOP OF BEAM

TBM TEMPORARY BENCH MARK

TB-xx TEST BORING-xx (e.g. TB-1)

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TE TOTALLY ENCLOSED

TEFC TOTALLY ENCLOSED FAN

COOLED

TEL TELEPHONE

TENV TOTALLY ENCLOSED

NON-VENTILATED

THD THREAD(ED)

THK THICK(NESS)

TLM TELEMETRY

TOB TOP OF BANK

TOC TOP OF CURB

TOS TOE OF SLOPE

TOT TOTAL

TP TELEPHONE POLE

TS THICKENED SLUDGE

TV TELEVISION

TYP TYPICAL

T&B TOP AND BOTTOM

U

UD UNDERDRAIN

UG UNDERGROUND

ULT ULTIMATE

UN UNION

UON UNLESS OTHERWISE NOTED

UGE UNDERGROUND ELECTRIC

UTC UNDERGROUND TELEPHONE

CABLE

UTIL UTILITY

V

V VOLT(S)

VAC VACUUM

VAR VARIES

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W

W WATER MAIN

WAS WASTE ACTIVATED SLUDGE

WCO WALL CLEAN OUT

WF WIDE FLANGE

WH WALL HYDRANT

WL WATER LINE

WM WATER MAIN

WP WATER PROOF(ING), WORKING

POINT

WPR WORKING PRESSURE

WS WATER SURFACE

WSP WELDED STEEL PIPE

WT WEIGHT

WTP WATER TREATMENT PLANT

WV WATER VALVE

WW WASH WATER

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWTP WASTEWATER TREATMENT

PLANT

W/ WITH

W/O WITHOUT

X

XFER TRANSFER

Y

YD YARD(S)

YH YARD HYDRANT

YR YEAR(S) YR

FM

DRIVEWAY

RESTORATION

PROPOSED STORM DRAIN

SS

SS PROPOSED SANITARY SEWER

INLET/MANHOLE TO

BE REMOVED

PIPE TO BE GROUT

FILLED & ABANDONED

XXXXXX PIPE TO BE REMOVED

TREE PROTECTION

TREE REMOVAL

DIMENSION

LINES AND

LEADERS

SD

SD

FLARED END SECTION

DROP INLET

ASPHALT MILL AND

RESURFACE

REMOVE AND REPLACE

EXISTING PAVEMENT

CURB RESTORATION

| | | | | | | | | | | | CURB TO BE REMOVED

SHELL ROAD REMOVE

AND REPLACE

W PROPOSED WATER MAIN

W

FM PROPOSED FORCE MAIN

MECHANICAL/DRAFTING LEGEND

G-003

LE

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MDTChecked By:

Drawn By:

Project No.:

Designed By:

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Bar Measures 1 inch

C op yr ig ht : T et ra

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200-41704-22002

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O

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.8

.3

F

AX

: 4

.8

.3

M ic ha el

D . T ha tc he r, P.

E.

P.

E.

N o.

, F

L

Ea st

P in e St re et

, S ui te

O rla nd o, F lo rid a

En gi ne er in g Bu si ne ss N o.

D

AT

E

C-101

C-101

C-102

C-103

C-104

C-104

C-105

C-105

C-106

C-106

C-107

C-107

C-108

C-108

C-109

C-109

C-111

C-110 C-103

C-102

DAVIS DR

JUANITA DR

SWOOPE DR

DOSTER DR

LIVE OAK DR

PINE ISLAND DR

PAIGE AVE

DOLORES ST

HAWKS COVE CIR

ROBIN RD

ANNETTE RD

TROPHY HUNTER TR

SIERRA DR

UNDEVELOPED ROW

CAROLYN ST

JUDY ST

S W

ALKER DR

CORBIN PARK RD

CORBIN PARK RD

HAWKS COVE CIR

BURMA RD

MAGNOLIA DR

102. BENCHMARK IR LB26

N 1696911.3620 E 672639.2670

ELEV 5.69

639. BENCHMARK ND LB26

N 1697632.5000 E 672351.8300

ELEV 5.42

4425. BENCHMARK ND LB26

N 1695541.3350

E 671696.4240

ELEV 7.22

5413. BENCHMARK ND LB26

N 1699391.7880

E 671220.1480

ELEV 7.24

12896. BENCHMARK ND LB26

N 1700076.6930

E 671677.0400

ELEV 4.40

16864. BENCHMARK ND LB26

N 1699936.8450

E 670918.1550

ELEV 6.23

16866.BENCHMARK ND LB26

N 1698652.0770

E 670870.4420

ELEV 7.46

BENCHMARK TABLE

PT#

12896

16864

16866

DESCRIPTION

BENCHMARK IR LB26

BENCHMARK ND LB26

BENCHMARK ND LB26

BENCHMARK ND LB26

BENCHMARK ND LB26

BENCHMARK ND LB26

BENCHMARK ND LB26

ELEVATION

5.69

5.42

7.22

7.24

4.40

6.23

7.46

NORTHING

1696911.3620

1697632.5000

1695541.3350

1699391.7880

1700076.6930

1699936.8450

1698652.0770

EASTING

672639.2670

672351.8300

671696.4240

671220.1480

671677.0400

670918.1550

670870.4420

Checked By:

Drawn By:

Project No.:

Designed By:

w w w .te tra te ch .c om

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D C

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C D

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C \2

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XI

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IN

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C O

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D

EM

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LI

TI

O N

K

EY

P

LA

N .D

W G

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ER

A

B

C

D

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F

2 3 4 5 6 7

Bar Measures 1 inch

C op yr ig ht : T et ra

T ec h

200-41704-22002

C O

R

BI

N P

AR

K

ST

O

R M

W

AT

ER

M

AN

AG

EM

EN

T

IM

PR

O

VE

M

EN

TS

CI

TY

O F

NE

W

S M

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NA

B

EA

CH

EA

ST

P

IN

E

ST

R

EE

T, S

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IT

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F

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.8

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M ic ha el

D . T ha tc he r, P.

E.

P.

E.

N o.

, F

L

Ea st

P in e St re et

, S ui te

O rla nd o, F lo rid a

En gi ne er in g Bu si ne ss N o.

D

AT

E

N

0 75' 150' 300'

C-100

EX

IS

TI

N

G C

O N

D

IT

IO

N

S

D

EM

O

LI

TI

O

N

KE

Y

PL

AN

JW

ARM

MDT

OAK (UNLESS NOTED OTHERWISE)

PINE

MAGNOLIA

PALM

EVERGREEN

CYPRESS

CEDAR

BAY

MYRTLE

TREE LEGENDTREE LEGEND

1. HORIZONTAL COORDINATES ARE BASED ON NAD83 (2011), FLORIDA EAST ZONE.

2. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK #

M212, BEING A NAIL AND DISK SET IN A CONCRETE RETAINING WALL, HAVING A PUBLISHED

ELEVATION OF 6.31. (NAVD 88)

3. THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORDS AND/OR PRIVATE

AGREEMENTS NOT FURNISHED TO THIS SURVEYOR THAT MAY AFFECT PROPERTY RIGHTS

AND/OR LAND USE RIGHTS OF THE LANDS SHOWN HEREON.

4. NO UNDERGROUND INSTALLATIONS, FOUNDATION FOOTINGS OR IMPROVEMENTS HAVE BEEN

LOCATED EXCEPT AS NOTED.

5. THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR

SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND

MAPPERS, CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE.

6. BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM "FIRM" MAP COMMUNITY - PANEL

NUMBER 12127 C 0540J & 12127 C 0700J DATED 09/29/2017 THE SHOWN AREA IS LOCATED IN

ZONES "X" AND "AE". ZONE "AE" HAVING AN ELEVATION OF 5.00.

7. THIS FIELD SURVEY WAS PERFORMED ON DECEMBER 5, 2022.

NOTES

S

F

P

UTILITY MARKER (AS SHOWN)

UTILITY METER (AS SHOWN)

UTILITY RISER (AS SHOWN)

UTILITY MANHOLE (AS SHOWN)

UTILITY VALVE (AS SHOWN)

LIGHT POLE

ELECTRIC TRANSFORMER

FIRE HYDRANT

SATELLITE DISH

POST

TRAFFIC SIGN

SPRINKLER HEAD

SPIGOT

WELLDECIDUOUS TREE

EVERGREEN TREE

CLEANOUT

FLAG (AS SHOWN)

BENCHMARK

NAIL & DISK

TRAVERSE POINT

SET 1/2" IRON ROD LB# 26

FOUND IRON (TYPE)

SECTION CORNER

BM

ND

TP

SC

CO UTILITY POLE (AS SHOWN)

GUY ANCHOR

MAILBOXMB

PALM TREE

F

S SET MONUMENT (TYPE)

FOUND MONUMENT (TYPE)

ANT ANTENNA

BFP BACK FLOW PREVENTER

BM BENCHMARK

(C) CALCULATED

CO CLEANOUT

CONC CONCRETE

CM CONCRETE MONUMENT

CMP CORRUGATED METAL

PIPE

CPP CORRUGATED PLASTIC

PIPE

(D) AS DESCRIBED

DIP DUCTILE IRON PIPE

DH DRILL HOLE

EB ELECTRIC RISER

ELEC ELECTRIC

EM ELECTRIC METER

EOP EDGE OF PAVEMENT

ET ELECTRIC TRANSFORMER

F FOUND

FDC FIRE DEPT CONNECTION

FF FINISHED FLOOR

FH FIRE HYDRANT

FO FIBER OPTIC

G GAS

GM GAS METER

GV GAS VALVE

INV INVERT

IP IRON PIPE

IR IRON ROD

IRRV IRRIGATION VALVE

JBL JURISDICTIONAL

BOUNDARY LINE

(M) MEASURED

MB MAILBOX

MH MANHOLE

MW MONITORING WELL

ND NAIL & DISK

NL NAIL

OE OVERHEAD UTILITY LINES

OR OFFICIAL RECORDS

P POST

(P) PER PLAT

PB PLAT BOOK

PG PAGE

PK PK NAIL

POL POINT ON LINE

RCP REINFORCED CONC PIPE

RR RAILROAD

RW RECLAIMED WATER

S SET

SC SECTION CORNER

SH SPRINKLER HEAD

SPIG WATER SPIGOT

SS SANITARY SEWER

SD STORM DRAIN

SV SANITARY SEWER VALVE

TB TELEPHONE RISER

TEL TELEPHONE

TP TRAVERSE POINT

TSC TRAFFIC SIGNAL

CONTROL

TSP TRAFFIC SIGNAL POLE

TV CABLE TELEVISION

UE UNDERGROUND UTILITY

LINES

W WATER

WM WATER METER

WV WATER VALVE

XC X CUT

LEGEND

ABBREVIATIONS

BENCHMARK

15" RCP

INV 3.16

MB MB

MB

MB

MB

MB

1143 CORBIN PARK RD

FF = 6.59

2201 JUANITA DR

FF = 8.60

1144 CORBIN PARK RD

FF = 6.85

1160 CORBIN PARK RD

FF = 7.89

1086 CORBIN PARK RD

FF = 8.04

2190 SWOOPE DR

FF = 5.81

1188 CORBIN PARK RD

FF = 8.48

RIP RAP

18" CMP INV 3.43

RIP RAP

18" CMP INV 3.34

WM

W M

2xW M

W M

WM

WMWV

FH

2xWV 2xWV

14x22" CMP

W INV 3.19

14x23" CMP

W INV 3.40

E INV 3.41

CONC

DRIVE CONC

DRIVE

CONC

DRIVE

CONC

DRIVE

C O

N C

D R

IVE

C O

N C

D R

IVE

C O

N C

D R

IVE

C O

N C

D R

IVE

ROW R

O

W

ROW

ROWROW

EOP

CURBCURB

C U

R B

CURB

DITCH CL

C O

N C

D R

IVE

CHAIN LINK FENCE

OSW N1

(GIS)

2203 JU

AN

ITA D

R

FF = 8.57

UNPAVED ROAD

CURB

EOP

DITCH CL

5.27

5.47 5.11

5.24

5.58

5.98

5.68

5.86

6.13

5.37

5.26

5.90 5.

6.34

5.88

6.45 6.70 6.44

5.24

5.40

5.50

5.10

5.32

5.32

3.8

3.9

3.1

5.1 4.7

5.1

5.1 4.9

5.1

3.4

4.8

5.4

2.5

4.6

4.7

5.3

5.4

4.7 5.8

5.3

4.9

4.8

5.3

4.7

5.0 3.7

5.1

5.2

5.6 5.8

5.6 4.6

3.7

3.5 4.7

5.0

5.4

5 4

TH #01SOIL BORING TH #20 @ 3.80'

SOIL BORING TH #21 @ 5.55' PV

2xWV

4''FM

4''FM 4''FM 4''FM 4''FM 4''FM 4''FMUT UT

UT UT UT UTUT

6''W 6''W

8''W

OE OE OE OE

O E

8''W 8''W 8''W 8''W 8''W 8''W

8''W

100+00 101+00

102+00 103+00 104+00 105+00 106+00 107+00

4+

5+

5+

.5

5+

6+

6+

.9

X X

X X

X X

X X

X X

X X

X X

X X

X

X X

X X

X X

DROP INLET

TOP 5.13

15" RCP (NE) INV 2.71

15" CPP (NW) INV 2.79

15" RCP INV 2.62

15" RCP INV 2.74

15" RCP INV 2.84

6" RETAINING WALL

18" CMP INV 3.52

6" RETAINING WALL

18" CMP INV 3.47

15" CPP INV 2.80

15" RCP INV 2.80

XXXXXXXX

XXXXXX

15" CPP INV 3.26

XXXXXX

15" CMP INV 2.82

CORBIN PARK RD

(ROW VARIES)

D

AV

IS

D

R (5

0' R

O W

JU

AN

IT

A

D R

(5 0'

R O

W

TURBIDITY BARRIER

REMOVE CURB

(TYP.)

CUT AND CAP

ABANDON EXIST WM

(GROUT FILL)

MB

MB

SV

BENCHMARK ND LB26

N 1697632.5000

E 672351.8300

ELEV 5.42

MB

MB

MB

MB

MB

FOC BOX

2200 DOSTER DR

FF = 8.13

2194 DOSTER DR

FF = 6.03

2201 DOSTER DR

FF = 8.11

2200 SIERRA DR

FF = 8.16

2195 DOSTER DR

FF = 7.96

2203 SWOOPE DR

FF = 8.17

1045 CORBIN PARK RD

FF = 6.53

WM

WM

2xWM

3xWV WV

14x22" CMP

W INV 3.19

E INV 3.20

14x23" CMP

W INV 3.40

E INV 3.41

CONC

DRIVE

C O

N C

D R

IVE

C O

N C

D R

IVE

EOP

TOB

TOB

TOB

DITCH CL

DITCH CL

VEGETATION LINE

VEGETATION LINE

CONC

DRIVE

CONC

DRIVE

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

2xWV

WV

2xWV

WM

VEGETATION LINE

CURB CURB

U N

PAVED

D

R

IVE

TOB

TOB

DITCH CL DITCH CL

WM

WM 2xWM

OSW H21

OSW H21

OSW H24

DITCH CL

CURB

CURB

EOP

4.99

5.35

5.19

5.15

5.20 5.40

5.08 5.46 5.61

5.16

5.47

5.36

6.51

6.29

6.35

5.31 5.44

5.21

5.24

5.49

5.01

5.54

5.11

5.02

5.76

6.14

5.69

4.2

4.9

3.1 4.4

4.34.8

3.0 2.9 2.5 4.4

4.8

3.5

4.7 5.6

4.6 3.2

4.9

2.6 2.5

4.4

3.0

4.9

3.2

4.6 2.4

4.0

2.3

5.5 5.8

2.1

5.7

5.2

5.9

5.5

2.3 1.8 1.6 3.7

1.7 4.1

2.0 4.7

5.8 5.4

5.8

5.3

4.7 5.6 4.7

4.8 4.7

4.2

4.3 4.0

6 6

5 5

TH #02

TH #03

TH #10

4''FM 4''FM 4''FM 4''FM

4''FM 4''FM 4''FM 4''FM

UT UT UT UT UT UT UT UT8''W 8''W 8''W 8''W

6' 'W

6''W

U T

U T

6''W 6''W

SD

18''SD

OE OE

O E

O E

OE OE

O E

O E

OE OE OE

8''W 8''W 8''W 8''W

107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00

3+

4+

4+

.3

1+

2+

2+

.5

XXXXXXXXXXXX

XXXXXXXXXXXX

MES

24" RCP INV 1.86

MES

24" RCP INV 1.80 MES

24" RCP INV 1.49

MES

24" RCP INV 1.66

14x23" ERCP INV 2.52

14x23" ERCP INV 2.58

XXXXXXX

DROP INLET

TOP 4.90

14X23" RCP (NE) INV 2.54

15" CMP (SE) INV 2.99

15" CMP INV 2.99

SW

O

O

PE

D R

(5 0'

R O

W

CORBIN PARK RD

(ROW VARIES)

SI

ER

R A

D R

(5 0'

R O

W

12" CPP INV 3.52

DROP INLET

TOP 4.70

18" CPP (NE) INV 2.36

14X23" ERCP (SW) INV 2.47

12" CPP (NW) INV 3.04

X X

X X

X X

X X

XXXXXXXX

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

D O

ST

ER

D R

(5 0'

R O

W

X X

X X

X

X REMOVE CURB

(TYP.)

CUT AND CAP,

ABANDON EXIST 6" WM

(GROUT FILL)

14x23" CMP INV 3.41

14x23" CMP INV 3.40

C-101

C O

R

BI

N P

AR

K

R O

AD

EX

IS

TI

N G

C O

N D

IT

IO

N S

D

EM

O

LI

TI

O N

P

LA

N

JW

ARM

MDTChecked By:

Drawn By:

Project No.:

Designed By:

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S\

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C

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XI

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C O

N D

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D

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2 3 4 5 6 7

Bar Measures 1 inch

C op yr ig ht : T et ra

T ec h

200-41704-22002

C O

R

BI

N P

AR

K

ST

O

R M

W

AT

ER

M

AN

AG

EM

EN

T

IM

PR

O

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M

EN

TS

CI

TY

O F

NE

W

S M

YR

NA

B

EA

CH

EA

ST

P

IN

E

ST

R

EE

T, S

U

IT

E

O

R

LA

N D

O , F

L

PH

O

N E:

.8

.3

F

AX

: 4

.8

.3

M ic ha el

D . T ha tc he r, P.

E.

P.

E.

N o.

, F

L

Ea st

P in e St re et

, S ui te

O rla nd o, F lo rid a

En gi ne er in g Bu si ne ss N o.

D

AT

E

40'20' 80'0

N

40'20' 80'0

N

M

AT

C H

LI

N

E

- T

H

IS

S H

EE

T

MATCHLINE - SEE SHEETC-104 MATCHLINE - SEE SHEETC-105

M

AT

C H

LI

N

E

- T

H

IS

S H

EE

T

M

AT

C H

LI

N

E

- S

EE

S

H

EE

TC-

MATCHLINE - SEE SHEETC-106 MATCHLINE - SEE SHEETC-107

NOTES:

1. PIPE TO BE CUT AND CAPPED ON ANY

EXPOSED ENDS, AND REMOVED WHERE IN

CONFLICT WITH THE PROPOSED

IMPROVEMENTS. REMAINDER OF THE PIPE

SHALL BE GROUT FILLED AND ABANDONED IN

PLACE.

2. EROSION AND SEDIMENT CONTROL SHALL

CONSIST OF SILT FENCE, INLET PROTECTION,

AND TURBIDITY BARRIERS PER

SPECIFICATION SECTION 01568.

C-501

REMOVAL LEGEND

INLET/MANHOLE TO

BE REMOVED

PIPE TO BE GROUT FILLED &

ABANDONED

PIPE TO BE REMOVED

TREE PROTECTION

TREE REMOVAL

ASPHALT MILL AND

RESURFACE

REMOVE AND REPLACE

EXISTING PAVEMENT

| | | | | | | | | | | CURB TO BE REMOVED

DRIVEWAY REMOVE

AND REPLACE

SHELL ROAD REMOVE

AND REPLACE

X X X X X

C-503

C-503

C-503

C-503

MB MB

MB

MB

MB

MBMBMB

GATE

880 CORBIN PARK RD

950 CORBIN PARK RD

827 CORBIN PARK RD

840 CORBIN PARK RD860 CORBIN PARK RD

875 CORBIN PARK RD

870 CORBIN PARK RD

2201 SIERRA DR

FF = 8.24

850 CORBIN PARK RD

C O

N C

D R

IVE

C O

N C

D R

IVE

C O

N C

D R

IVE

C O

N C

D R

IVE

C O

N C

D R

IVE

C O

N C

D R

IVE

C O

N C

D R

IVE

C O

N C

D R

IVE

C O

N C

D R

IVE

12" RETAINING WALL

TOP 6.68

SB TH-3

ELEV 4.67

W M W M

WM

WM

2xWM

WM

WM

SB AB-9

ELEV 5.43

U N

PAVED

D

R

IVE

ASPH

ALT

D R

IVE

TOB

TOB

TOB

DITCH CL

DITCH CL

DITCH CL DITCH CL

D

ITC

H C

L

TOB

TO

B2xUE EB

W O

O D

FEN

C

E

CHAIN LINK FENCE

W O

O D

PO

ST FEN

C E

UTV

OSW G1

OSW G3

OSW G5

W

ETLAN

D (G

IS)

OSW H7

OSW H9

EOP

TO

B TO

S

TOB

DITCH CL

ROW

R O

W

5.02

5.70

5.44 5.40

5.05 5.28

4.83

5.22

5.53

5.61

5.56

5.75 5.96

4.3

1.8 1.3

2.2

1.2 4.7

4.9 5.3

0.1 4.3

0.8 4.8

2.8

1.0 4.6

1.2 2.0

4.8

1.5

1.4 2.2

4.1 4.6

1.94.5

5.2

5.2

5.3

5.2

22 3

1 2 3 4

3 4

3 4

2 3 4

TH #04

10" PVC

ELEV 2.68

4''FM 4''FM 4''FM 4''FM 4''FM 4''FM 4''FM 4''FM

UT UT8''W 8''W

xxxxxxxx

8''W 8''W 8''W 8''WUT UT UT UT

x

8''W

OE

OE OE OE OE OE OE OE

10''SD

115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00

XXXXXXXX X

X

X X

X X

X X

X

XXXX

XXXXXXX XXXXXX XXXXXXXXXXXXXXXXXXXXXXX

MES

24" RCP INV 1.97

MES

24" RCP INV 2.06

24" CMP INV 1.22

24" CMP INV 1.04

24" RCP INV 0.53

24" RCP INV 0.34

24" CMP INV 1.33

24" CMP INV 1.24

24" RCP INV 1.44

24" RCP INV 1.52

24" CPP INV 1.33

24" CPP INV 1.13

CORBIN PARK RD

(ROW VARIES)

U N

D

EV

EL

O

PE

D

R O

W (5

0' R

O W

U N

D

EV

EL

O

PE

D

R O

W (5

0' R

O W

XXXXXXXXXXXXXXXXXXXXXX

24" RCP INV 1.42

24" RCP INV 1.75

TURBIDITY BARRIER

MBMB

MB

800 CORBIN PARK RD

2209 LIVE OAK DR

785 CORBIN PARK RD

WM

DITCH CL

TOB

HOG WIRE FNECE

H O

G W

IR

E FEN

C E

C O

N C

D R

IVE

FH&WV

WV

2xW V

WM WM

18" RCP INV 2.81

SB AB-8

ELEV 5.81

WETLAND E1

(GIS)

EOP

EOP

DITCH CL

TOB DITCH CL

TOB

ROW

5.80 6.03

5.82 6.30

5.67 6.02

5.70

5.83

5.84 6.44

6.06

5.93 6.05

6.04

5.60 5.63

5.61

2.2

4.7

2.6

5.4 5.2

4.7 2.2

4.7

2.8 4.9

3.3

5.5

5.2

5.0 5.8

5.7

5.3

5.0 3.32.9

3.9

5.5 3.8

5.7 4.2

4.3 4.4

5.0 5.1

4 4

TH #05

2xWM

4''FM

4''FM

4''FM

4''FM 4''FM 4''FM

8''W 8''W 8''W 8''W

8''W 8''W

UT

UT UT UT UT

UT

x x x x x x x x x x x x x x x x x x

18''SD

OE

OE OE OE OE OE

123+00 124+00 125+00

126+00 127+00 128+00 129+00

XXXXXXXX

14"x23" CMP INV 3.00

14"x23" CMP INV 2.46

LI

VE

O

AK

D R

(5 0'

R O

W

PI

N

E

IS

LA

N

D D

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C-102

C O

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N P

AR

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EX

IS

TI

N G

C O

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IT

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JW

ARM

MDTChecked By:

Drawn By:

Project No.:

Designed By:

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2 3 4 5 6 7

Bar Measures 1 inch

C op yr ig ht : T et ra

T ec h

200-41704-22002

C O

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En gi ne er in g Bu si ne ss N o.

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40'20' 80'0

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40'20' 80'0

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M

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C H

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EE

S

H

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M

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C H

LI

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NOTES:

1. PIPE TO BE CUT AND CAPPED ON ANY

EXPOSED ENDS, AND REMOVED WHERE IN

CONFLICT WITH THE PROPOSED

IMPROVEMENTS. REMAINDER OF THE PIPE

SHALL BE GROUT FILLED AND ABANDONED IN

PLACE.

2. EROSION AND SEDIMENT CONTROL SHALL

CONSIST OF SILT FENCE, INLET PROTECTION,

AND TURBIDITY BARRIERS PER

SPECIFICATION SECTION 01568.

CORBIN PARK RD

(ROW VARIES)

C-501

REMOVAL LEGEND

INLET/MANHOLE TO

BE REMOVED

PIPE TO BE GROUT FILLED &

ABANDONED

PIPE TO BE REMOVED

TREE PROTECTION

TREE REMOVAL

ASPHALT MILL AND

RESURFACE

REMOVE AND REPLACE

EXISTING PAVEMENT

| | | | | | | | | | | CURB TO BE REMOVED

DRIVEWAY REMOVE

AND REPLACE

SHELL ROAD REMOVE

AND REPLACE

X X X X X

C-503

C-503

C-503

BENCHMARK ND LB26

N 1699391.7880 E 671220.1480

ELEV 7.24

MB MBMB

MBMB

FO

FOFO

G

MB MB MB MB MB

CHAIN LINK FNECE

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

C H

AIN

LIN

K FEN

C

E

CHAIN LINK FENCE

PLASTIC FENCE

12" CMP

W INV 3.78

E INV 3.75

CONC

DRIVE

WOOD POST FENCE24" H

ED

G E

MES

18" RCP INV 4.43

CHAIN LINK FENCE

24 HEDGEW

V

WM

WM

WM

WM

FOC BOX

2xTELE

CABINET

2xWM

WM

W M

WM

WM

WV

WV

FH

WM

2xWM

W M

MES

18" RCP INV 3.33

TO

B

D

ITC

H C

L

3xUNKNOWN UTILITY

W O

O D

PO

ST FEN

C E

OSW D3

UT

ASPH

ALT

D R

IVE

C O

N C

PAD

U N

PAVED

D

R

IVE

U N

PAVED

D

R

IVE

C O

N C

D R

IVE

C O

N C

D R

IVE

C O

N C

R O

AD

CONC

DRIVE

U N

PAVED

R

O

AD

TO

B

D

ITC

H C

L

TO

B

D

ITC

H C

L

TO

S

UNPAVED

DRIVE

TOB TOB

DITCH CL TOB

DITCH CL

R O

W

ROW

R O

W

ROW

U N

PAVED

D

R

IVE

U N

PAVED

D

R

IVE

UTILITY EASEMENT5.00' UTILITY EASEMENT 5.00' UTILITY EASEMENT

15.00' U

TILITY EASEM

EN

T

.0

0' U

TI

LI

TY

EA

SE

M

EN

T

EOP

C O

N C

D R

IVE

SS-1

TOP 5.80

ARV

TO

B

D

ITC

H C

L

5.32 5.57

5.50

5.51

6.456.06

6.08

5.96

6.55

6.69

6.12

6.04 5.56

6.32 6.20

6.49

6.39

6.18 6.04

5.0

4.3

5.5

4.0

5.8

5.9

4.05.6

6.7

5.0

6.0

5.8

3.9

5.4 5.2

5.4

3.3 5.6

5.8

5.43.7

5.9 5.7

5.6

5.6

6.0

5.8

5.8 5.3

5.4

5.1

6.4 5.8

6.3

6.0

4.7

6.4 5.8

6.2 3.8

6 7

TH #14

TH #17 @ 5.05'

SOIL BORING TH #16 @ 6.45'SOIL BORING TH #15 @ 3.25'

20"W

ELEC

PAN

EL

8" FM

16" CASING

8" FM

16" CASING

8" FM

16" CASING

MES

18" RCP INV 4.43

xx4''FM 4''FM xxxx

8''W

8''WUT UT

x xx

G G

G

20''R W

20''R W

FO

FO

FO

xx xx x

12''W

G G G G G

18''SD

OE

O E

O E

OE OE OE OE OE OE

OE

20''R W

4''FM

4''FM

4''FM

8''FM

(IN

16'' C

ASIN

G

8''FM

8''FM

4''FM

4''FM

4''FM

12''W

12''W 12''W 12''W 12''W 12''W 12''W

129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00

603+00 604+00

5+

606+00

XXXXXXXXXXX

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

XXXXXXXXX

COR…