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HomeMy WebLinkAbout01-15-2026 PZ Agenda COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 www.cityofsebastian.org AGENDA PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY THURSDAY, JANUARY 15, 2025– 6:00 P.M. CITY COUNCIL CHAMBERS 1225 MAIN STREET, SEBASTIAN, FLORIDA ALL AGENDA ITEMS MAY BE INSPECTED IN THE OFFICE OF COMMUNITY DEVELOPMENT 1225 MAIN STREET, SEBASTIAN, FLORIDA OR ON THE CITY WEBSITE 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. ANNOUNCEMENTS AND AGENDA MODIFICATIONS Modifications and additions require unanimous vote of members. Deletions do not apply. 5. APPROVAL OF MINUTES: Regular meeting of December 18, 2025 6. PLANNING AND ZONING (P&Z) COMMISSION PUBLIC HEARINGS • Chairman opens hearing; • Attorney reads ordinance or resolution or title, if any; • Staff presentation; • Public Input; • Commissioners closes hearing; • Commission deliberation and questions • Chairman calls for a motion • Commission Action A. Public Hearing TABLED from December 18, 2025 meeting – Recommendation to City Council – Preliminary Re-Plat – Maxwell-Schumann Commercial Subdivision – Replating of 1.93 acres consisting of eight lots to a two-lot commercial subdivision with proposed stormwater tracts, ingress and egress easements, necessary improvements, and including previously agreed upon off-site improvements. Current Zoning is CG (Commercial General) and Future Land Use is CG (General Commercial). 7. UNFINISHED BUSINESS: None 8. NEW BUSINESS: Election of Chairperson and Vice-Chairperson 9. ADJOURN No stenographic record by a certified court reporter will be made of the foregoing meeting. Any person who decides to appeal any decision made by the Commission with respect to any matter considered at this meeting may need to ensure that a verbatim 2 record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be heard. (F.S.286.0105) In compliance with the Americans with Disabilities Act (ADA) of 1990, anyone who needs a special accommodation for this meeting should contact the City’s ADA Coordinator at 772-388-8226 at least 48 hours in advance of the meeting. All government meetings in City Council Chambers will be broadcast live on COS-TV Comcast Channel 25 and ATT UVerse Channel 99 and streamed via the city website – www.cityofsebastian.org unless otherwise noticed and rebroadcast at a later date – see COS-TV Channel 25 for broadcast schedule ZOOM INFORMATION If you wish to attend the meeting by Zoom, please follow the link below to the City’s Meeting Calendar, and locate the applicable meeting date. The Zoom connection details are provided. https://www.cityofsebastian.org/meetingcalendar FORM A COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ www.cityofsebastian.org ⬜ PUD – Conceptual Development Plan ⬜ SUBDIVISION – Division of Single Lot (Residential) ⬜ PUD – Preliminary Development Plan (50 acres or <) ⬜ SUBDIVISION – Preliminary Plat (50 acres or <) ⬜ PUD – Preliminary Development Plan (> than 50 acres) ⬜ SUBDIVISION - Preliminary Plat (> than50 acres) ⬜ PUD – Site Plan ⬜ SUBDIVISION – Construction Plans ⬜ PUD – Final Plat ⬜ SUBDIVISION – Final Plat ⬜ SITE PLAN (Administrative Approval) ⬜ SITE PLAN (Major Modification) ⬜ SITE PLAN (New Development) ⬜ SITE PLAN (Minor Modification) DEVELOPMENT REVIEW APPLICATION Address: Project Name: Total Site Area: Acres\SF Applicant (If not owner, written authorization (notarized) from owner is required) Telephone: Email: Parcel ID: Owner: Address of Site: Proposed Use: Land Use: Zoning: Applicant Name: Address: Telephone: Email: Date Received: _______________ Fee Paid: ____________ Received by: __________________________________ Schumann Drive Commercial 1.96 31391700002406000004.0, 31391700002406000001.0, 31391700002000100000.0, 31391700002406000007.0 600 Schumann Dr, Sebastian, FL 32958 Commercial Development General Commercial Commercial General Todd Maxwell c/o Schulke, Bittle & Stoddard, LLC 1717 Indian River Blvd, Suite 201, Vero Beach, FL 32960 863-272-4615 TM4615@gmail.com Todd Maxwell 500 South Florida Avenue, Suite 700, Lakeland, FL 33801 863-272-4615 TM4615@gmail.com FORM A COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ www.cityofsebastian.org APPLICATION FEES: $1,200.00 New Site Plan $1,000 Major Modification $700 Minor Modification $350.00 Administrative Site Plan Review $1,500.00 Subdivision Preliminary Plat $1,000 Subdivision Construction Plans $1,000 Subdivision Final Plat $250 Division of Single Lot (residential) $1,250 PUD - Conceptual Development Plan $1,800 PUD - Preliminary Development Plan/Plat (50 Acres or Less) ($1,800 plus $25/Acre Greater than 50 Acres) A Separate Consulting Engineering Review Fee of $1,400 up may apply A Separate Fire Marshall Site Plan Review Fee of $75.00 is required **APPLICATION FEE IS NON-REFUNDABLE UPON PAYMENT TO THE CITY** DOCUMENTS SUBMITTED FOR APPLICATION REVIEW: Refer to section 54-4-18.4 of the land development code for required documents and information to be included on site plan. ⬜ Five (5) Sets of 24x36 plans ⬜ Building Elevations and Floor Plans ⬜ Five (5) Boundary and Topographic Surveys ⬜ Warranty Deed for all owners ⬜ Landscape Plans ⬜ Notarized Letter of Authorization ⬜ Traffic Impact Analysis Statement (if required) ⬜ Electronic Copy - Complete Submittal ⬜ Stormwater Calculations ⬜ Verification that applicable jurisdictional permits have been applied for ADDITIONAL FEES ⬜ Environmental Analysis Report Should the review process be delayed by the applicant for longer than 6 months, re-submittal will be required consistent with current regulations and fees. The applicant/owner shall have 1 year from the approval date to commence construction of all or any phase. If the site plan expires, the applicant/owner must re-apply for a new review with applicable fees. An extension may be requested for additional fees. DEVELOPMENT REVIEW APPLICATION FEE SCHEDULE\CHECKLIST * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X", PER FLOOD INSURANCE RATE MAP #12061C0112 H, DATED DECEMBER 4, 2012. UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION IS UNIDENTIFIED. LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. UNLESS A COMPARISON IS SHOWN, PLAT AND DEED VALUES AND MEASURED VALUES ARE THE SAME. BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. THE LAST DATE OF FIELD WORK WAS: 8/09/2022 ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. BILLY M. MOODY PLS# 5336 PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD. SUITE 201, VERO BEACH, FLORIDA 32960 TYPE OF SURVEY: BOUNDARY THIS SURVEY PERFORMED BY: THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. THE BEARING BASE FOR THIS SURVEY IS S89°57'17"E ALONG THE NORTH LINE OF LOT 1, SEBASTIAN HIGHLANDS UNIT 7; PLAT BOOK 6, PAGE 6 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. PLAT (P) AND DEED (D) BEARINGS AND DISTANCES, AS SHOWN ON THIS MAP, ARE FOR REFERENCE ONLY THE COORDINATES, IF SHOWN ON THIS MAP, REFER TO STATE PLANE COORDINATES, FLORIDA EAST ZONE, NAD 83 (2011 ADJUSTMENT). PROJECT AREA LOTS 1 THROUGH 8 AND TRACT A, BLOCK 406, SEBASTIAN HIGHLANDS, UNITS 7, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 6, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; LESS AND EXCEPT A PORTION OF LOT 8; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF LOT 8 OF SAID PLAT; SAID POINT BEING ON THE NORTH RIGHT-OF-WAY LINE OF SCHUMANN DRIVE; THENCE DEPART SAID NORTH RIGH-OF-WAY LINE AND RUN N25°28'10"E, ALONG THE WEST LINE OF SAID LOT 8, FOR A DISTANCE OF 105.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 8; THENCE RUN S69°42'41"E, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 28.11 FEET; THENCE DEPART SAID NORTH LINE AND RUN S25°28'10"W, FOR A DISTANCE OF 108.56 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF SAID SCHUMANN DRIVE; SAID POINT ALSO BEING A POINT ON A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 384.73 FEET, A CHORD BERING OF N62°26'44"W, AND A CHORD LENGTH OF 28.01 FEET; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE AND NORTH RIGHT-OF-WAY LINE, FOR A DISTANCE OF 28.02 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PORTION OF TRACT B OF SAID PLAT; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT B, RUN S26°36'30"E, ALONG THE EAST LINE OF SAID TRACT B, FOR A DISTANCE OF 33.83 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND: FROM SAID POINT OF BEGINNING, CONTINUE ALONG SAID EAST LINE, S26°36'30"E, FOR A DISTANCE OF 149.34 FEET TO THE NORTHEAST CORNER OF LOT 8, BLOCK 406, OF SAID PLAT; THENCE RUN N69°42'41"W, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 77.66 FEET; THENCE DEPART SAID NORTH LINE AND RUN N25°28'10"E, FOR A DISTANCE OF 15.97 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 105.00 FEET, A CHORD BEARING OF N00°34'05"W, AND A CHORD LENGTH OF 92.18 FEET; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 52°04'28", FOR A DISTANCE OF 95.43 FEET TO THE POINT OF BEGINNING. * * * * * * * * * * * * * * * * 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: MLS6905LB@GMAIL.COM PROJECT NO:22-017 DATE: DRAWN BY: CHECKED BY: 9/14/22 NJL BM SCALE:1" = 30'B<DESCRIPTIONDATENO. REVISIONS 600 SCHUMANN DRIVE SEBASTIAN, FL 32958 PLAT OF SURVEY FOR: BOUNDARY SURVEY NORTH Curve Table CURVE C1 C2 C3 C4 LENGTH 293.20' 55.67' 44.45' 51.86' RADIUS 260.53' 260.53' 384.73' 384.73' DELTA 64°28'48" 12°14'34" 6°37'10" 7°43'22" CH BEARING N77°34'43"W N51°27'35"W N48°37'16"W N55°47'32"W CH. LENGTH 277.97 55.56 44.42 51.82 REPORT OF SURVEY: LEGAL DESCRIPTION S D x23.5 W CABLE TV BOX CENTERLINE (CM) CONCRETE MONUMENT CURB INLET DRAINAGE MANHOLE ELECTRIC BOX GATE VALVE GUY WIRE HYDRANT IRON PIPE IRON ROD & CAP LIGHT POST MITERED END SECTION POINT OF INTERSECTION SANITARY MANHOLE STREET SIGN SURFACE INLET TELEPHONE SERVICE TYPICAL ELEVATION WATER METER WELL WOOD UTILITY POLE CL - - -- - - - - - - - - - - - - - - - - - - - ABBREVIATIONS SYMBOLS NOT SCALEABLE FOR SIZE LEGEND BILL< M. MOOD< PSM #5336 THIS SURVE< IS NOT VALID :ITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVE<OR AND MAPPER NAMED BELO:. VICINITY MAP N-LREVISED CIT< TO SEBASTIAN111241. Docusign Envelope ID: 6338F8EB-FDA8-430F-9870-C2516759DA38 9/18/2024 © 2025 Microsoft Corporation © 2025 TomTom © 2025 Zenrin © 2025 Microsoft Corporation © 2025 TomTom © 2025 Zenrin PROJECT INFORMATION GENERAL NOTES LEGAL DESCRIPTION LA S T S A V E D : 9 / 3 0 / 2 0 2 5 5 : 0 5 : 0 8 P M ; S A V E D B Y : L I L L Y ; D R A W I N G : J : \ 2 0 2 2 \ 2 2 - 0 3 1 M A X W E L L 6 0 0 S C H U M A N N D R C 3 D \ P R O D U C T I O N D R A W I N G S \ P R E L I M I N A R Y P L A T \ 2 2 - 0 3 1 C - 0 0 0 C O V E R S H E E T . D W G ; P L O T D A T E : 1 / 7 / 2 0 2 6 2 : 4 1 : 1 0 P M ; P L O T T E D B Y : L I L L Y SECTION , TOWNSHIP , RANGE REVISION1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 CIVIL & STRUCTURAL ENGINEERING LAND PLANNING ENVIRONMENTAL PERMITTING REGISTRY #8668 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com SCHULKE, BITTLE & STODDARD, L.L.C. ENGINEER CERTIFICATION: JOSEPH W. SCHULKE, P.E.JODAH B. BITTLE, P.E.WILLIAM P. STODDARD, Ph.D., P.E. REG. No 47048 DATE: REG. No 57396REG. No 57605 MARK DATE Know what's below.before you dig.Call R A REPLAT OF LOTS 1 THROUGH 8, TRACT A AND A PORTION OF TRACT B, BLOCK 406, SEBASTIAN HIGHLANDS, UNIT 7, PB. 6, P. 6, INDIAN RIVER COUNTY, FLORIDA MAXWELL - SCHUMANN COMMERCIAL S/DPRELIMINARY PLAT 17 31 39 CITY OF SEBASTIAN 600 SCHUMANN DRIVE SEBASTIAN, FLORIDA 32958 REQUIRED PERMITS: N N SHEET LIST TABLE #TITLE C-000 COVER SHEET C-100 PRELIMINARY PLAT EXISTING SITE CONDITIONSC-200 C-300 STORMWATER POLLUTION PREVENTION PLAN SITE E S S E X L A N E H I G H W A Y U S 1 SITE S MIRROR LAKE DRIVE ZONING:LAND USE:MUNIMUNI ZONING:LAND USE:RM-6L-2 ZONING:LAND USE:CLC/I E A S T F L O R I D A R A I L R O A D SC H U M A N N D R I V E ZONING:LAND USE:MUNIMUNI ZONING:LAND USE:MUNIMUNI LOTS 1 THROUGH 8 AND TRACT A, BLOCK 406, SEBASTIAN HIGHLANDS, UNITS 7, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 6, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; LESS AND EXCEPT A PORTION OF LOT 8; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF LOT 8 OF SAID PLAT; SAID POINT BEING ON THE NORTH RIGHT-OF-WAY LINE OF SCHUMANN DRIVE; THENCE DEPART SAID NORTH RIGH-OF-WAY LINE AND RUN N25°28'10"E, ALONG THE WEST LINE OF SAID LOT 8, FOR A DISTANCE OF 105.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 8; THENCE RUN S69°42'41"E, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 28.11 FEET; THENCE DEPART SAID NORTH LINE AND RUN S25°28'10"W, FOR A DISTANCE OF 108.56 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF SAID SCHUMANN DRIVE; SAID POINT ALSO BEING A POINT ON A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 384.73 FEET, A CHORD BERING OF N62°26'44"W, AND A CHORD LENGTH OF 28.01 FEET; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE AND NORTH RIGHT-OF-WAY LINE, FOR A DISTANCE OF 28.02 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PORTION OF TRACT B OF SAID PLAT; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT B, RUN S26°36'30"E, ALONG THE EAST LINE OF SAID TRACT B, FOR A DISTANCE OF 33.83 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND: FROM SAID POINT OF BEGINNING, CONTINUE ALONG SAID EAST LINE, S26°36'30"E, FOR A DISTANCE OF 149.34 FEET TO THE NORTHEAST CORNER OF LOT 8, BLOCK 406, OF SAID PLAT; THENCE RUN N69°42'41"W, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 77.66 FEET; THENCE DEPART SAID NORTH LINE AND RUN N25°28'10"E, FOR A DISTANCE OF 15.97 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 105.00 FEET, A CHORD BEARING OF N00°34'05"W, AND A CHORD LENGTH OF 92.18 FEET; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 52°04'28", FOR A DISTANCE OF 95.43 FEET TO THE POINT OF BEGINNING. PROJECT INFORMATION OWNER: ENGINEER: SURVEYOR: PROJECT DESCRIPTION: SITE ADDRESS: TAX I.D. NO: FLOOD ZONE: GROSS AREA: EXISTING ZONING/LAND USE: DEDICATION OF IMPROVEMENTS: EXISTING SITE CONDITIONS: C-301 STORMWATER POLLUTION PREVENTION PLAN DETAILS PAVING, GRADING, DRAINAGE & UTILITY SECTIONSC-501 PAVING AND GRADING DETAILSC-513 C-514 C-515 TYPICAL PAVEMENT MARKING DETAILSC-517 IRC STANDARD UTILITY DETAILS - SEWERC-531 C-532 C-533 C-534 PAVING AND GRADING DETAILS CONT. PAVING AND GRADING DETAILS CONT. IRC STANDARD UTILITY DETAILS - WATER IRC STANDARD UTILITY DETAILS - WATER CONT. IRC STANDARD UTILITY DETAILS - MISC. GEOTECHNICAL REPORT AND SOIL BORINGSC-202 ATTACHED SURVEY REV. PER 06/10/25 COS COMMENTS5 07/16/25 VICINITY MAP (SCALE 1" = 200') LOCATION MAP (SCALE 1" = 200') PAVING, GRADING, DRAINAGE & UTILITY PLANC-500 OFF-SITE IMPROVEMENTS - SCHUMANN DRIVEC-510 LANDSCAPING PLAN LANDSCAPE PLAN OFFSITE C-600 C-601 REV. PER FDOT COMMENTS6 08/11/25 REV. PER COS COMMENTS7 01/07/26 1/7/2026 X 60' PROP. 10' D R A I N A G E EASEM E N T 25' A . E . & U. E . 60' 80 ' R / W 36.62' 10 ' 10' 25' 25' PROPOSED DRAINAGE EASEMENT 5' S/W EASEMENT 179.94' 167' 40' 40 ' 188' 75' 15' 25 ' 13 2 ' PRMPRM PRM PR M PR M P R M PRM PRM P R M PR M L=95.43' Δ=52°04'28" R=105.00' CHB=N0°08'15"E CHL=92.18' N25° 54' 11"W 1205.66' S89° 57' 17"E 1205.66' L=41.92' Δ=96°05'03" R=25.00' CHB=S22°08'21"W CHL=37.18' S25° 54' 11"E 1205.66' L=237.53' Δ=52°14'19" R=260.53' CHB=N83°41'59"W CHL=229.39' L=55.67' Δ=12°14'48" R=260.45' CHB=N51°27'39"W CHL=55.56' N2 6 ° 1 0 ' 2 9 " E 12 0 5 . 6 6 ' L=96.31' Δ=14°20'34" R=384.72' CHB=N52°28'57"W CHL=96.05' 51.52' 81 . 3 9 ' 114.42 ' 292' >230' CODE 1 7 9 . 9 3 ' CONSTRUCT RIGHT IN ONLY DRIVEWAY V.A.C. SEE SHEET C-500 FOR CONST. DETAIL CONSTRUCT 6' S/W REMOVE SOLID WHITE MARKINGS, CONST. 2'-4' SKIP WHITE 3 6 5 ' ± T O N E X T D R I V E W A Y 5 2 . 9 3 ' 16' 120' R / W WIDEN SIDEWALK AROUND LIGHT POLE 7' CONSTRUCT CONC. PAD 6" THICK 36.62' 25' P R M S25° 54' 11"E 1205.66' 16' R35' 7' R 5 1 ' D R A W I N G D A T E D E S I G N E D D R A W N C H E C K E D S C A L E R E V I S I O N M A R K D A T E 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m ENGINEER CERTIFICATION DATE: FL. REG. NO. 47048 SHEET FL. REG. NO. 57605WILLIAM P. STODDARD JODAH B. BITTLEFL. REG. NO. 57396 JOSEPH W. SCHULKE PROJECT NO. 04 / 1 2 / 2 0 2 3 J. W . S . WJ F J. W . S . 1" = 3 0 ' - 0 " LOCATION MAP N SITE H I G H W A Y U S 1 SCHUMANN D R . F L O R I D A E A S T C O A S T R . R . SCHUMANN DR. H I G H W A Y U S 1 LOT 1 0.65 AC LOT 2 1.31 AC LOTS 1 THROUGH 8 AND TRACT A, BLOCK 406, SEBASTIAN HIGHLANDS, UNITS 7, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 6, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; LESS AND EXCEPT A PORTION OF LOT 8; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF LOT 8 OF SAID PLAT; SAID POINT BEING ON THE NORTH RIGHT-OF-WAY LINE OF SCHUMANN DRIVE; THENCE DEPART SAID NORTH RIGH-OF-WAY LINE AND RUN N25°28'10"E, ALONG THE WEST LINE OF SAID LOT 8, FOR A DISTANCE OF 105.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 8; THENCE RUN S69°42'41"E, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 28.11 FEET; THENCE DEPART SAID NORTH LINE AND RUN S25°28'10"W, FOR A DISTANCE OF 108.56 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF SAID SCHUMANN DRIVE; SAID POINT ALSO BEING A POINT ON A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 384.73 FEET, A CHORD BERING OF N62°26'44"W, AND A CHORD LENGTH OF 28.01 FEET; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE AND NORTH RIGHT-OF-WAY LINE, FOR A DISTANCE OF 28.02 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PORTION OF TRACT B OF SAID PLAT; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT B, RUN S26°36'30"E, ALONG THE EAST LINE OF SAID TRACT B, FOR A DISTANCE OF 33.83 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND: FROM SAID POINT OF BEGINNING, CONTINUE ALONG SAID EAST LINE, S26°36'30"E, FOR A DISTANCE OF 149.34 FEET TO THE NORTHEAST CORNER OF LOT 8, BLOCK 406, OF SAID PLAT; THENCE RUN N69°42'41"W, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 77.66 FEET; THENCE DEPART SAID NORTH LINE AND RUN N25°28'10"E, FOR A DISTANCE OF 15.97 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 105.00 FEET, A CHORD BEARING OF N00°34'05"W, AND A CHORD LENGTH OF 92.18 FEET; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 52°04'28", FOR A DISTANCE OF 95.43 FEET TO THE POINT OF BEGINNING. LEGAL DESCRIPTION SITE DATA OWNER: SCHUMANN ROAD INDIAN RIVER LLC 500 FLORIDA AVE #700 LAKELAND, FL 33801 ENGINEER: SCHULKE, BITTLE & STODDARD, LLC 1717 INDIAN RIVER BLVD SUITE 201 VERO BEACH, FL 32960 TEL: (772) 770 - 9622 FAX: (772) 770 - 9496 SITE ADDRESS: 600 SCHUMANN DRIVE, SEBASTIAN, FLORIDA 32958 TAX I.D. NO:31391700002000100000.0 31391700002000200000.1 31391700002406000001.0 31391700002406000004.0 31391700002406000007.0 ZONING:CG LAND USE:GENERAL COMMERCIAL FLOOD ZONE: THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE X" PER FLOOD INSURANCE RATE MAP #12061C0112 J, DATED 01/26/2023 OVERALL SITE AREA: 84,071 SF (1.93 AC) EXISTING SITE CONDITIONS - EXISTING 1 STORY BUILDING AND PARKING LOT (TO BE DEMOLISHED) MIN. SETBACKS - FRONT: 0 FT - SIDE: 5 FT - REAR: 10 FT MAX. FAR - .60 MAX. HEIGHT - 35 FT OPEN SPACE - 20% MIN. (16,814 SF) TRAFFIC CALCULATIONS DAILY TRIPS PM PEAK HOUR LOT 1:* FAST-FOOD RESTAURANT W/ DRIVE-THRU (2400 SF)[ITE 934]: 1122 79 LOT 2:* CONVENIENCE STORE/GAS STATION (4800 SF)[ITE 945]:2571 228 TOTAL 3693 307 * THESE ARE ASSUMED WORST CASE USES AND TRAFFIC INTENSITIES. THE ACTUAL USE ON EACH LOT IS NOT DETERMINED AND SEPARATE FUTURE SITE PLANS WILL BE SUBMITTED TO THE CITY WITH ANY PROPOSAL TO DEVELOP EITHER PLATTED LOT. LAND USE LOT 1 - COMMERCIAL 0.65 ACRES LOT 2 - COMMERCIAL 1.31 ACRES SYMBOL LEGEND SET PRM SET IRON ROD & CAP 30"x 30" STOP SIGN 5' S.S.B. 5' 1 0 ' R . S . B . 10 ' R . S . B . 5' S . S . B . 5' S.S. B . 5'x10' U.E. 5'x20' U.E. ABBREVIATIONS A.E. - ACCESS EASEMENT U.E. - UTILITY EASEMENT D.E. - DRAINAGE EASEMENT D.E. - DRAINAGE EASEMENTTO C.O.S. - SIDEWALK EASEMENT PRM STRIPING LEGEND R1-1 SIGN LEGEND R1-1 STOP SIGN R5-1 DO NOT ENTER DO NOT ENTER R1-1 R5-1 STOP SIGN RE V . P E R F D O T C O M M E N T S 6 08 / 1 1 / 2 5 S/W EASEMENT 24 " 24" RIGHT IN ONLY DRIVEWAY SCALE 1"= 10' 5' U.E. (HATCHED) R5-1 R5-1 R5-1 R5-1 7 6 RE V . P E R C O S C O M M E N T S 7 01 / 0 7 / 2 6 1/7/2026 X 3 6 5 ' ± T O N E X T D R I V E W A Y 25.08' F . S . B . 13 2 . 3 5 ' F . S . B . 166.4 1 ' R . S . B . 16 7 . 0 1 ' S . S . B . D R A W I N G D A T E D E S I G N E D D R A W N C H E C K E D S C A L E R E V I S I O N M A R K D A T E 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m ENGINEER CERTIFICATION DATE: FL. REG. NO. 47048 SHEET FL. REG. NO. 57605WILLIAM P. STODDARD JODAH B. BITTLEFL. REG. NO. 57396 JOSEPH W. SCHULKE PROJECT NO. 04 / 1 2 / 2 0 2 3 J. W . S . WJ F J. W . S . 1" = 3 0 ' - 0 " LOCATION MAP N SITE H I G H W A Y U S 1 SC H U M A N N D R . F L O R I D A E A S T C O A S T R . R . LOTS 1 THROUGH 8 AND TRACT A, BLOCK 406, SEBASTIAN HIGHLANDS, UNITS 7, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 6, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; LESS AND EXCEPT A PORTION OF LOT 8; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF LOT 8 OF SAID PLAT; SAID POINT BEING ON THE NORTH RIGHT-OF-WAY LINE OF SCHUMANN DRIVE; THENCE DEPART SAID NORTH RIGH-OF-WAY LINE AND RUN N25°28'10"E, ALONG THE WEST LINE OF SAID LOT 8, FOR A DISTANCE OF 105.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 8; THENCE RUN S69°42'41"E, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 28.11 FEET; THENCE DEPART SAID NORTH LINE AND RUN S25°28'10"W, FOR A DISTANCE OF 108.56 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF SAID SCHUMANN DRIVE; SAID POINT ALSO BEING A POINT ON A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 384.73 FEET, A CHORD BERING OF N62°26'44"W, AND A CHORD LENGTH OF 28.01 FEET; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE AND NORTH RIGHT-OF-WAY LINE, FOR A DISTANCE OF 28.02 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PORTION OF TRACT B OF SAID PLAT; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT B, RUN S26°36'30"E, ALONG THE EAST LINE OF SAID TRACT B, FOR A DISTANCE OF 33.83 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND: FROM SAID POINT OF BEGINNING, CONTINUE ALONG SAID EAST LINE, S26°36'30"E, FOR A DISTANCE OF 149.34 FEET TO THE NORTHEAST CORNER OF LOT 8, BLOCK 406, OF SAID PLAT; THENCE RUN N69°42'41"W, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 77.66 FEET; THENCE DEPART SAID NORTH LINE AND RUN N25°28'10"E, FOR A DISTANCE OF 15.97 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 105.00 FEET, A CHORD BEARING OF N00°34'05"W, AND A CHORD LENGTH OF 92.18 FEET; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 52°04'28", FOR A DISTANCE OF 95.43 FEET TO THE POINT OF BEGINNING. LEGAL DESCRIPTION SITE DATA OWNER: SCHUMANN ROAD INDIAN RIVER LLC 500 FLORIDA AVE #700 LAKELAND, FL 33801 ENGINEER: SCHULKE, BITTLE & STODDARD, LLC 1717 INDIAN RIVER BLVD SUITE 201 VERO BEACH, FL 32960 TEL: (772) 770 - 9622 FAX: (772) 770 - 9496 SITE ADDRESS: 600 SCHUMANN DRIVE, SEBASTIAN, FLORIDA 32958 TAX I.D. NO:31391700002000100000.0 31391700002000200000.1 31391700002406000001.0 31391700002406000004.0 31391700002406000007.0 ZONING:CG LAND USE:GENERAL COMMERCIAL FLOOD ZONE: THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE X" PER FLOOD INSURANCE RATE MAP #12061C0112 J, DATED 01/26/2023 OVERALL SITE AREA: 84,071 SF (1.93 AC) EXISTING SITE CONDITIONS - EXISTING 1 STORY BUILDING AND PARKING LOT MIN. SETBACKS CODE EXIST - FRONT: 0 FT 25.2 FT 132.35 FT - SIDE: 5 FT 167.01 FT - REAR: 10 FT 166.41 FT EXISTING SITE DATA - BUILDINGS 2,139.74 SF 3% - PAVEMENT 8,902.07 SF 10% TOTAL IMPERVIOUS 11,041.81 SF 13% -OPEN SPACE 74,095.91 SF 87% FAR: 0.03 RE V . P E R 0 1 / 1 3 / 2 5 C O S C O M M E N T S 1 01 / 1 7 / 2 5 RE V . P E R F D O T C O M M E N T S 2 05 / 1 5 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 3 06 / 2 3 / 2 5 RE V . P E R F D O T 0 6 / 0 6 / 2 5 C O M M E N T S 4 07 / 1 0 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 5 07 / 1 6 / 2 5 TREE LEGEND - OAK TO REMAIN (8 TREES) - OAK TO REMOVE (12 TREES) - OAK TO RELOCATE (0 TREES)* - CABBAGE PALM TO REMAIN (19 TREES) - CABBAGE PALM TO REMOVE (3 TREES) - CABBAGE PALM TO RELOCATE (21 TREES)* (15 OFF-SITE) (6 ONSITE) - PINE TREE - PINE TREE TO REMOVE (1 TREES) MITIGATION REQUIRED - SPECIMEN TREES TO BE REMOVED: >10" = 12 TREES - REPLACE WITH (12) TREES: 12' HEIGHT/ 2 12" DIA. * NOTE: "A FULL PROPOSAL FOR THE RELOCATION OF THE TREES, INCLUDING THE METHODS AND PROPOSED TIMELINES, WILL BE REQUIRED BY THE CITY OF SEBASTIAN DURING THE LAND CLEARING AND SITE IMPROVEMENT PERMITTING STAGES. THIS PROPOSAL MUST BE APPROVED BY THE CITY OF SEBASTIAN PRIOR TO ANY TREE RELOCATION ACTIVITIES TAKING PLACE." 1 7 5 4 3 8 9 10 12 1113 31 32 34 36 38 3735 39 4041 42 43 44 45 46 47 48 495051 52 53 54 55 56 57 6463 62 61 60 58 59 23 22 20 21 24 25 19 18 17 16 15 14 27 2826 3029 2 6 33 EXISTING TREES #TREE SPECIES DBH OTHER 1 PALM 12" RELOCATE 2 PALM 12"RELOCATE 3 PALM 12"RELOCATE 4 PALM 12"REMOVE 5 OAK 10"REMOVE 6 OAK 10"REMOVE 7 PALM 12"RELOCATE 8 OAK 32"REMOVE 9 PALM 12"RELOCATE 10 PALM 12"RELOCATE 11 PALM 12"RELOCATE 12 PALM 12"RELOCATE 13 OAK 28"REMOVE 14 OAK 10"REMOVE 15 OAK 10"REMOVE 16 OAK 10"REMOVE 17 OAK 14"REMOVE 18 OAK 6"REMOVE 19 PALM 12"RELOCATE 20 PALM 12"RELOCATE 21 PALM 12"RELOCATE 22 PALM 10"RELOCATE 23 OAK 18"REMOVE 24 OAK 24"REMOVE 25 PINE 22"REMOVE 26 PALM 12"RELOCATE 27 PALM 12"RELOCATE 28 PALM 12"RELOCATE 29 PALM 12"RELOCATE 30 PALM 12"RELOCATE 31 OAK 40"REMOVE 32 OAK 22" REMAIN 33 PALM 10"RELOCATE 34 PALM 12" REMAIN 35 PALM 12"REMAIN 36 PALM 12"REMAIN 37 PALM 10" REMAIN 38 PALM 12" REMAIN 39 OAK 26" REMAIN 40 PALM 12" REMAIN 41 PALM 12" REMAIN 42 PALM 12" REMAIN 43 PALM 12" REMAIN 44 PALM 12" REMAIN 45 PALM 12" REMAIN 46 PALM 12" REMAIN 47 OAK 34" REMAIN 48 PALM 12"REMAIN 49 PALM 12"RELOCATE 50 PALM 12"RELOCATE 51 PALM 10"REMOVE 52 OAK 12" REMAIN 53 OAK 14" REMAIN 54 OAK 12" REMAIN 55 PALM 12"RELOCATE 56 OAK 22" REMAIN 57 PALM 6"REMOVE 58 PALM 10" REMAIN 59 PALM 12" REMAIN 60 PALM 12" REMAIN 61 PALM 10"REMAIN 62 PALM 12"REMAIN 63 PALM 12"REMAIN 64 OAK 42"REMAIN X1/7/2026 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m LA S T S A V E D : 7 / 1 7 / 2 0 2 5 1 : 2 0 : 0 9 P M ; S A V E D B Y : L I L L Y ; D R A W I N G : J : \ 2 0 2 2 \ 2 2 - 0 3 1 M A X W E L L 6 0 0 S C H U M A N N D R C 3 D \ P R O D U C T I O N D R A W I N G S \ P R E L I M I N A R Y P L A T \ 2 2 - 0 3 1 C - 2 0 2 G E O T E C H N I C A L R E P O R T A N D S O I L B O R I N G S . D W G ; P L O T D A T E : 1 / 7 / 2 0 2 6 2 : 4 7 : 2 6 P M ; P L O T T E D B Y : L I L L Y MA X W E L L - S C H U M A N N CO M M E R C I A L S / D SE B A S T I A N , F L O R I D A CI T Y O F S E B A S T I A N 08 - 1 2 - - 2 4 AS N O T E D JW S LF JW S GE O T E C H N I C A L RE P O R T A N D S O I L BO R I N G S C-202 22-031 RE V . P E R 0 1 / 1 3 / 2 5 C O S C O M M E N T S 1 01 / 1 7 / 2 5 RE V . P E R F D O T C O M M E N T S 2 05 / 1 5 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 3 06 / 2 3 / 2 5 RE V . P E R F D O T 0 6 / 0 6 / 2 5 C O M M E N T S 4 07 / 1 0 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 5 07 / 1 6 / 2 5 CONST. /DEMO ACCESS DRIVEWAY BUILDING/ PAVEMENT TO BE DEMO'D TEMP. CONSTRUCTION TRASH CONTAINER ADDITIONAL SILT FENCE DOUBLE ROW SILT FENCE DEMO/DEBRIS TEMP STOCKPILE ROAD T O R E M A I N T O ACCO M M O D A T E D E M O W O R K EXCAVATE / CONST PORTION OF DRY RETENTION FACILITY TO CAPTURE RUN-OFF DURING DEMO/ EARTHWORK OPERATIONS SILT FENCE 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m MA X W E L L - S C H U M A N N CO M M E R C I A L S / D SE B A S T I A N , F L O R I D A CI T Y O F S E B A S T I A N ST O R M W A T E R P O L L U T I O N PR E V E N T I O N P L A N GENERAL NOTES: 1. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 2. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTATIVES CAN BE PRESENT. 3. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 5. THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELD LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. 6. KNOWN UTILITIES: AT&T (772) 460-4443 COMCAST CABLE (772) 567-3444 IRCDUS (772) 226-1845 FPL (772) 462-0555 7. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. ARCHAEOLOGICAL: IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS, STONE TOOLS, OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH THE NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA, THE PERMITTED PROJECT SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES. THE PERMITEE, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, REVIEW AND COMPLIANCE SECTION AT (850) 245-6333 OR (800) 847-7278, AS WELL AS THE APPROPRIATE PERMITTING AGENCY OFFICE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION FROM THE DIVISION OF HISTORICAL RESOURCES. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK SHALL STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH SECTION 872.05, FLORIDA STATUTES. STORAGE, APPLICATION, GENERATION AND MIGRATION OF ALL TOXIC SUBSTANCES: NONE PROPOSED. DESCRIPTION OF THE MAINTENANCE PLAN FOR ALL STRUCTURAL AND NON-STRUCTURAL CONTROLS. -CONTRACTOR SHALL HAVE SWPPP COMPONENTS INSPECTED BY A FDEP CERTIFIED INSPECTOR AND MAINTAIN ALL CONTROLS DAILY, AND HAVE WEEKLY SWPPP INSPECTION REPORTS PREPARED, AND WITHIN 24 HOURS OF THE END OF ANY RAINFALL EVENT THAT IS 12" OR GREATER. -ENGINEER SHALL INSPECT PERIODICALLY. A SITE PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT A MINIMUM, THE FOLLOWING INFORMATION: 1. DRAINAGE PATTERNS,- SEE SURVEY, EXISTING CONDITIONS PLAN AND DRAINAGE PLAN, SHEETS C-200, C-300, C-500 TO C-503. 2. APPROXIMATE SLOPES AFTER MAJOR GRADING ACTIVITIES - SEE SHEETS C-500 THRU C-502. 3. AREAS OF SOIL DISTURBANCE, - SEE SHEETS C-200, C-500 AND THIS SHEET. 4. OUTLINE ALL AREAS THAT ARE NOT TO BE DISTURBED - THIS SHEET. 5. LOCATION OF ALL MAJOR STRUCTURAL AND NON-STRUCTURAL CONTROLS,-THIS SHEET. 6. THE LOCATION OF EXPECTED STABILIZATION PRACTICES, -THIS SHEET. 7. LOCATIONS WHERE STORMWATER MAY DISCHARGE TO A SURFACE WATER OR MS4. SEE SHEET C-500 AND THIS SHEET. DESCRIBE THE NATURE OF THE CONSTRUCTION ACTIVITY: LAND CLEARING, FILLING AND CONSTRUCT INFRASTRUCTURE/ BUILDINGS FOR A COMMERCIAL DEVELOPMENT. DESCRIBE THE INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES: 1. SITE PREPARATION AND STABILIZE CONSTRUCTION ENTRANCE. 2. INSTALL SILT FENCE AROUND PERIMETER OF SITE. INSTALL TURBIDITY BARRIERS AT ALL OUTFALL LOCATIONS. CLEAR LAND, DEMOLISH EXISTING. 3. RELOCATE TREES - PROVIDE TREE PROTECTION BARRIERS. 4. CLEAR LAND, DEMO BUILDINGS, PAVEMENT AND UNDERGROUND INFRASTRUCTURE. 5. FILL DITCHES. 6. GRADE SWALES AND RETENTION AREAS. TOTAL AREA OF THE SITE: 1.96± ACRES TOTAL AREA OF THE SITE TO BE DISTURBED THIS PHASE: 1.96± ACRES EXISTING DATA DESCRIBING THE SOIL OR QUALITY OF ANY STORMWATER DISCHARGE: SEE SOIL BORINGS BY OTHERS. NO DISCHARGE FROM DISTURBED AREAS IS ANTICIPATED. DRAINAGE AREA SIZE FOR EACH DISCHARGE POINT: 1.96± ACRES - SE CORNER OF SITE LATITUDE AND LONGITUDE OF EACH DISCHARGE POINT RECEIVING WATER OR MS4 FOR EACH DISCHARGE POINT: N/A BEST MANAGEMENT PRACTICES (BMPS) AND MEASURES THAT WILL BE IMPLEMENTED AT THE CONSTRUCTION SITE AND TIME FRAMES IN WHICH THE CONTROLS WILL BE IMPLEMENTED: THE CONTRACTOR WILL USE SILT FENCE, FILTER BARRIERS, AND OTHER BMPS. THE TIME FRAMES FOR CLEARING, EARTHWORK, AND ANTICIPATED BMP'S ARE CLEARING/ EARTHWORK 1. INSTALL SILT FENCE AT PERIMETER OF SITE AND SILT BARRIERS AT DOWNSTREAM DITCHES/SWALES. 2. CLEAR/GRUB AREA NECESSARY FOR TEMPORARY GRAVEL DRIVEWAY AND ADJACENT SWALE. 3. CONSTRUCT TEMPORARY GRAVEL DRIVEWAY WITH SWALE. 4. EXCAVATE RETENTION AREAS AND SWALES. STABILIZE AND SOD THESE AREAS. THESE AREAS WILL BE DESIGNED AS TEMPORARY BASINS TO CAPTURE RUN-OFF DURING CONSTRUCTION AND CAN ALSO BE USED TO HOLD WATER FOR ANY DE-WATERING ACTIVITIES. NOTE: THE AREAS WILL LIKELY NEED TO BE REGRADED PRIOR TO COMPLETION. (FACTOR THIS INTO SCOPE AND CONSTRUCTION FEE.) 5. CLEAR BALANCE OF SITE (DEMOLISH STRUCTURES, PAVEMENT, UTILITIES AND DRAINAGE TO BE REMOVED). 6. FILL SITE. 7. CONTINUE SITE FILL/ GRADING. 8. CONSTRUCT STORMWATER STRUCTURES AND DRAINAGE PIPING, WHERE POSSIBLE. 9. MAINTAIN DOWNSTREAM SILT BARRIERS AND PERIMETER SILT FENCE, DURING CONSTRUCTION. 10. INCORPORATE ADDITIONAL BMP'S WHEN NEEDED DURING THE COURSE OF CONSTRUCTION. -POLLYWADDLE/ SILT FENCE/ FILTER SACKS AS INLETS AND PIPES ARE INSTALLED. -PROVIDE STOCKPILE PROTECTION, CONCRETE/ STUCCO WASH AREAS, AND OTHER BMP'S WHEN NECESSARY TO CONTAIN PROPOSED WORK. TEMPORARY AND PERMANENT STABILIZATION PRACTICES: -TEMP. SLIT FENCES/FLOATING TURBIDITY BARRIERS PER PLAN. FILTER FABRIC SHALL BE PLACED UNDER THE ROCK GRAVEL DRIVEWAY, AT ALL SWALE OUTFALLS, AND RETENTION POND OUTFALLS. -PERM. SEEDED/MULCHED,SOD. CONTROLLED GRADING AND DRAINAGE TO DETENTION BASINS. -STABILIZE ALL DE-NUDED AREAS IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS - USE RYE GRASS PER MANUFACTURER'S APPLICATION RATES, AND MULCHED WITH STRAW AT 4000 LB PER ACRE. STRUCTURAL CONTROLS TO BE IMPLEMENTED TO DIVERT STORMWATER FLOW FROM RECEIVING WATERS: -TEMP. GRAVEL ENTRANCE ROAD, GRADED TO DRAIN TO A TEMPORARY SEDIMENT SWALE OR RETENTION AREA. -TEMP. DRAINS TO RETENTION PONDS -TEMP. BERMS AT PROJECT PERIMETER - PER PLAN. -INLETS/OUTLETS WILL BE PROTECTED WITH FILTER FABRIC. -SILT FENCE SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF DISTURBED AREAS. -A DOUBLE ROW OF SILT FENCE WILL BE PROVIDED AROUND ALL STOCK PILE AREAS. PERMANENT STORMWATER MANAGEMENT CONTROLS SUCH AS, DETENTION OR RETENTION SYSTEMS OR VEGETATED SWALES. -DRY RETENTION SYSTEMS INCORPORATED AS PERMANENT BMP FOR WATER QUALITY CONTROL. DESCRIBE IN DETAIL CONTROLS FOR THE FOLLOWING POTENTIAL POLLUTANTS: WASTE DISPOSAL: -ON SITE WASTE WILL BE CONTAINERIZED. -CONCRETE/ STUCCO WASH AREA SHALL BE PROVIDED. -STOCKPILE AREAS SHALL BE PROTECTED WITH SILT FENCE AND STABILIZED/ SEEDED IF LEFT UNATTENDED FOR MORE THAN 7 DAYS. OFFSITE VEHICLE TRACKING: -PROVIDE HARD SURFACE AT TEMP. DRIVEWAY (ROCK/GRAVEL DRIVEWAY). -REGULAR MAINTENANCE OF ADJACENT ROAD RIGHT OF WAY, INCLUDING STREET SWEEPING, & RUT REPAIR IN NON-PAVED AREAS. APPLICATION RATES OF ALL FERTILIZERS, HERBICIDES AND PESTICIDES: NONE PROPOSED. NOTES: 1. THIS PLAN (SHEETS C-300 & C-301), COPY OF FDEP NOI (STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES) AND ALL REQUIRED INSPECTION REPORTS, TESTS, AND ALL OTHER DOCUMENTATION SHALL BE KEPT AT THE PROJECT SITE. 2. THE FOLLOWING CERTIFICATION SHALL BE COMPLETED BY ALL CONTRACTORS/SUB-CONTRACTORS RESPONSIBLE FOR ANY PORTION OF THE IMPLEMENTATION OF THE S.W.P.P.P. CERTIFICATION: " I CERTIFY UNDER THE PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER," SWPPP DESCRIPTION OF WORK/ RESPONSIBILITY NAME TITLE CONTRACTOR OR SUB CONTRACTOR (NAME, ADDRESS, PHONE) NAME/SIGNATURE TO CERTIFICATION DATE BY: SIGNATURE BY: SIGNATURE BY: SIGNATURE PLAN PREPARATION: 1. THIS PLAN ORIGINALLY PREPARED BY THE OWNER'S ENGINEER. THIS PLAN WILL BE MADE AVAILABLE TO CONTRACTOR TO EDIT, CHANGE, MODIFY, AS IT DEEMS NECESSARY FOR COMPLIANCE WITH FDEP REGULATIONS, PERMIT CONDITIONS, AND AS REQUIRED FOR CONTRACTOR TO SIGN THE CERTIFICATION BELOW. 2. THE FOLLOWING CERTIFICATION SHALL BE SIGNED BY THE ENTITY (CONTRACTOR) RESPONSIBLE FOR SWPP PLAN IMPLEMENTATION: "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS." BY: DATE:. . SIGNATURE . FLOOD ZONE THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP #12061C0112 J, DATED 1/26/2023 EROSION CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP-SLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED, COVERED OR CONTAINED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. AFTER ANY SIGNIFICANT RAINFALL, ( 12" OR GREATER) SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, SLOPE DRAIN STRUCTURE OR APPROVED CONTROL. 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT CONTROLS. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NUMBERS 101, 102 AND 103 OF F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, IN ADDITION TO THESE PLANS. 15. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES, RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. 17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAYBE NECESSARY AT CONTRACTOR'S EXPENSE. NOI TO BE POSTED ON SITE. 18. NO TURBID DISCHARGE, TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. 19. DEWATERING ACTIVITIES: A. DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B. CONTRACTOR MUST HAVE OR OBTAIN A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE-WATERING". UNLESS DEWATERING ACTIVITIES WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. C. NO HYDRAULIC PUMPS MAY BE USED FOR DEWATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDS/LAKES) MAY BE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD. D. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER AND TO CITY OF SEBASTIAN. E. IF DEWATERING IS NECESSARY, THE CONTRACTOR SHALL OBTAIN A CITY OF SEBASTIAN DEWATERING PERMIT. 20. SEE ADDITIONAL DETAILS, SPECIFICATIONS AND REQUIREMENTS ON SHEET C-301. LEGEND TEMP. DEBRIS STOCKPILE AREA TEMP. DEMO ACCESS DRIVEWAY TO BE DEMOLISHED SILT FENCE TREE PROTECTION BARRIER RE V . P E R 0 1 / 1 3 / 2 5 C O S C O M M E N T S 1 01 / 1 7 / 2 5 RE V . P E R F D O T C O M M E N T S 2 05 / 1 5 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 3 06 / 2 3 / 2 5 RE V . P E R F D O T 0 6 / 0 6 / 2 5 C O M M E N T S 4 07 / 1 0 / 2 5 TREE LEGEND - OAK TO REMAIN (8 TREES) - OAK TO REMOVE (12 TREES) - OAK TO RELOCATE (0 TREES) - CABBAGE PALM TO REMAIN (19 TREES) - CABBAGE PALM TO REMOVE (3 TREES) - CABBAGE PALM TO RELOCATE (21 TREES) (15 OFF-SITE) (6 ONSITE) - PINE TREE - PINE TREE TO REMOVE (1 TREES) - TREE PROTECTION BARRIER RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 5 07 / 1 6 / 2 5 1/7/2026 X 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m MA X W E L L - S C H U M A N N CO M M E R C I A L S / D SE B A S T I A N , F L O R I D A CI T Y O F S E B A S T I A N EROSION CONTROL DETAILS - All turbidity, erosion, and sedimentation controls shall be in accordance with `Best Management Practices' as described in the Florida Land Development Manual: A N.T.S. Guide to Sound Land and Water Management. - Reference F.D.O.T. Index #102. DITCH BOTTOM INLETCOMPLETED INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Sidewalk Anchor Bales With 2 - 2" x 2" x 4' Curb & Gutter Ditch Stakes Per Bale. Ditch NOTES: *WETLAND PROTECTION PLAN* a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION EASEMENT BOUNDARIES (AT TOE OF SLOPE-SEE SECTIONS EE,N,O) PRIOR TO CONSTRUCTION. b. NO TURBID DISCHARGE TO WETLANDS IS PERMITTED. c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED 100 FT. FROM WETLANDS. DITCH INSTALLATIONS CL Median Ditch Silt Barrier Silt Barrier Silt Barrier Limits Of Construction Sod 10' (Typ. ) 50' Max. Sod Cross Drain 50' Max. 50' Max. Endwall 50' Max.Ditch 50' Max. Limits Of Construction Ditch Bottom Inlet 50' Max. Sod AT DRAINAGE STRUCTURES TEMPORARY ADS OUTFALL N.T.S. TEMPORARY ADS OUTFALL 90° FITTING (SKIMMING MECHANISM) TEMPORARY SEDIMENT SWALE FULLY STABILIZED AND GRASSED PROVIDE ADDITIONAL SILT BARRIER/FILTER ADJACENT TO OUTFALL PIPE. 12" MIN. RECEIVING OUTFALL SWALE OR DITCH. STABILIZE/GRASS OR REVEGETATE. PROVIDE SILT BARRIER AT DOWNSTREAM PROPERTY LIMITS. CONTRACTOR TO TEST TURBIDITY LEVELS WEEKLY. WIRE REINFORCED STAKED AND TRENCHED SILT FENCE STAKED AND TRENCHED SILT FENCE 3' MIN. DOUBLE ROW STAKED SILT FENCE FOR USE AROUND WETLANDS-N.T.S. 4 " T Y P . 4" TYP. SURFACE RUNOFF STOCKPILE OF ERODIBLE MATERIAL AA NOTE: FOR STOCKPILING ERODIBLE MATERIAL FOR EXTENDED PERIODS, THE AREA SHALL BE SEEDED AND MULCHED. SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE MATERIAL-N.T.S. NOTE: ALL STOCKPILES SHALL BE A MAXIMUM OF 25' HIGH. SECTION A-A 25 ' M A X . INLET GRATE LOOPS SIZED FOR 1" REBAR. LIFT FILTER BAG FROM INLET USING REBAR FOR HANDLES. OVERFLOW HOLES (OPTIONAL) GEOTEXTILE BAG 14" BRIGHTLY COLORED NYLON ROPE, EXPANSION RESISTANT NOTE: IF FILTER FABRIC HAS BEEN INSTALLED BENEATH INLET GRATE, IT SHALL BE REMOVED IMMEDIATELY AFTER ROAD SURFACE HAS BEEN STABILIZED AND THE FILTER SACK SHALL BE IMMEDIATELY INSTALLED. 2"X2"X3 4" RUBBER BLOCK (TYP.) FILTER SACKS FOR GRATED INLETS AND STABILIZED ROADWAYS-N.T.S. LE N G T H = L WIDTH = W DEPTH=D SOCK-PIPE OR ROCK BAG INLET FILTER-N.T.S. POLY WHATTLES OR GEOHAY CURB INLET FILTER-N.T.S. LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 ASTM D-4632 ASTM D-4833 ASTM D-3786 ASTM D-4533 ASTM D-4355 ASTM D-4751 ASTM D-4491 ASTM D-4491 300 LBS. 20% 120 LBS. 800 P.S.I. 120 LBS. 80% 40 US SIEVE 40 GAL./MIN./SQ. FT. 0.55 SEC. -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 ASTM D-4632 ASTM D-4833 ASTM D-3786 ASTM D-4533 ASTM D-4355 ASTM D-4751 ASTM D-4491 ASTM D-4491 265 LBS. 20% 135 LBS. 420 P.S.I. 45 LBS. 90% 20 US SIEVE 200 GAL./MIN./SQ. FT. 1.5 SEC. -1 FLOTATION TYPE I TYPE II TYPE III 14" CHAIN FOLDS FOR COMPACT STORAGE DE P T H AC C O R D I N G TO N E E D NYLON REINFORCED VINYL ALL SEAMS HEAT SEALED DE P T H AC C O R D I N G TO N E E D DE P T H AC C O R D I N G TO N E E D ECONOMY FABRICS AVAILABLE 18 OZ. 300 LB./IN. STANDARD 14" TIE ROPE TYPE I. DOT FOR WATERS WITH LOW CURRENTS (NO MORE THAN ONE FOOT PER SECOND) AND LIGHT WINDS: LAKES, PONDS, SMALL STREAMS, MARSHES. FLEXIBLE TOP FLOTATION SECTION WITH ENCAPSULATED EPS FOAM FLOTATION LOGS (6"X6"X4') FLOTATION TOP LOAD LINE 516" VINYL COATED CABLE FOLDS EVERY 6' STRESS PLATE 516" CHAIN BALLAST AND LOAD LINE STRESS PLATE (TO REMOVE PRESSURE FROM FLOATS) STRESS BAND PVC SLOT-CONNECTOR GALVANIZED #24 SAFETY HOOK 100' STANDARD LENGTH CANAL/DITCHBED WATER SURFACE ANCHOR (AS RECOMMENDED BY THE MANUFACTURER) STANDARD CONTAINMENT SYSTEMS LIGHT BUOY AUTOMATIC FLASHING LIGHT (ON AT DUSK-OFF AT DAWN) 100' ON CENTER SHALL BE USED IN NAVIGABLE CHANNELS ONLY CURTAIN 5'5' 1' MI N . NOTE: ANCHORING TO BUOYS AS SHOWN REMOVES ALL VERTICAL FORCES FROM THE CURTAIN, HENCE, THE CURTAIN WILL NOT SINK FROM WIND OR CURRENT LOADS. 2' MI N . ORIENTATION WHEN INSTALLED (TIDAL SITUATION-TYPE III)-N.T.S. ATTACH LINES TO SHACKLE BUOY 516" CHAIN LAP LINK FLOATATION PVC SLOT-CONNECTOR STRESS PLATE 5 16" VINYL COATING CABLE (ON BOTH SIDES OF CURTAIN TO REDUCE STRAIN)GALVANIZED #24 SAFETY HOOK 22 OZ. NYLON REINFORCED VINYL STRESS BAND TYPE 2. DOT FOR HIGHER CURRENT WATERS (UP TO FIVE FEET PER SECOND): DEEPER LAKES, STREAMS, INTERCOASTAL AND TIDAL AREAS. INCLUDES AN ENCAPSULATED STEEL LOAD CABLE ALONG TOP OF BARRIER AND 8"X8"X4' FLOTATION LOGS. WEAR STRESS POINTS ARE REINFORCED WITH SHIELDS. TYPE 3. DOT IS SIMILAR TO TYPE 2. DOT EXCEPT THAT POLYPROPYLENE FILTER FABRIC IS PERMANENTLY INSERTED INTO THE BARRIER SKIRT TO MEET SOME STATE'S SPECIFICATIONS. SILT FENCE INLET PROTECTION-N.T.S. 2"X2" STAKE FABRIC FA B R I C EX T E N D S 1' MI N . GATHER EXCESS AT CORNERS DROP INLET WITH GRATE FRAME CROSS BRACE 2"X4" WOOD FRAME 2"X4" WOOD FRAME 3' 15 " MI N . 18 " MA X . 5' MIN . (TYP . ) VIEW OF FRAME WITHOUT SILT FENCE VIEW OF FRAME WITH SILT FENCE 10' MAXIMUM SPACING WITH WIRE SUPPORT FENCE, 6' MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT NOTES: 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST FL O W STEEL OR WOOD POST- 36" HIGH MAX. 1' MI N . FLOW 4"X6" TRENCH WITH COMPACTED BACKFILL PONDING HEIGHT 1' MI N . FLOW 3 4" MIN. DRAIN ROCK 9" M A X . ST O R A G E HE I G H T 8" PONDING HEIGHT STEEL OR WOOD POST TRENCH DETAIL INSTALLATION WITHOUT TRENCHING PRINCIPLE POST POSITION (CANTED 20° TOWARD FLOW) FILTER FABRIC NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART I, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3 SECTIONELEVATION 6' MAX. SILT FLOW 20°+- OPTIONAL POST POSITIONS VE R T I C A L FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPEC.) 8" 15 " - 1 8 " 1' M I N . 3' M I N . POST OPTIONS: WOOD 2-1/2" MIN. DIA. WOOD 2"X4" OAK 1-1/2"X1-1/2" STEEL 1.33 LBS./FT. MIN. NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (L.F.) TYPE III SILT FENCE SILT FENCE APPLICATIONS-N.T.S. TYPE III SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. SILT FLOW PLYWOOD, 4'X2' PAINTED WHITE BLACK LETTERS 6" HEIGHT LAG SCREWS (12" DIA.) WOOD POSTS (4"X4"X9') CONCRETE WASHOUT CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) .12" DIA. STEEL WIRE 2" 8" STAPLE DETAIL BLOW-UP OF SHACKLE CONNECTION WATER SEAL 18 (OR 22) OZ. VINYL COATED NYLON CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S. 3' 3' TYPE IV SILT FENCE-N.T.S. SILT FENCE (TYP.) ROCK BAG ROCK BAG POLY WHATTLE OR GEOHAY ROCK BAGS 2"-3" COURSE AGGREGATE MIN. 6" THICK NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 20 ' M I N . 50' MIN. ROADWAY FILTER FABRIC DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2%2% OR GREATER NOTE: USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. STRAW BALES, SANDBAGS OR CONTINUOUS BERM OF EQUIVALENT HEIGHT. SUPPLY WATER TO WASH WHEELS IF NECESSARY.SPILLWAY FL O W FL O W FLOW FLOW DIVERSION RIDGE RO A D W A Y SECTION A-A A A PLAN TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT-N.T.S. R 3 5 ' R3 5 ' EROSION CONTROL AND DEWATERING NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND THE DETAILS AND NOTES ON THE PLANS. 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES. 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. 17. THIS POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE. 18. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK (BY THE CONTRACTOR) AND MUST BE REPORTED TO THE PROJECT ENGINEER. LOCATION SHALL BE DETERMINED BY THE ENGINEER. 19. DEWATERING ACTIVITIES: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE-WATERING", UNLESS DE-WATERING ACTIVITIES WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. C - NO HYDRAULIC PUMPS MAY BE USED FOR DE-WATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDS/LAKES) MAY BE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD. D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. E - IF DEWATERING IS NECESSARY, THE CONTRACTOR SHALL OBTAIN A CITY OF SEBASTIAN DEWATERING PERMIT. 20. THE CONTRACTOR SHALL OBTAIN GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY. A - BEFORE DISCHARGE OF PRODUCED GROUND WATER CAN OCCUR FROM THE SITE, ANALYTICAL TESTS ON SAMPLES OF THE PROPOSED UNTREATED DISCHARGE WATER SHALL BE PERFORMED TO DETERMINE IF CONTAMINATION EXISTS BY CONTRACTOR). IF NONE EXISTS, THE RESULTS SHALL BE SUBMITTED TO THE FDEP INDUSTRIAL WASTEWATER PERMITTING WITHIN ONE WEEK OF COMMENCEMENT OF DISCHARGE (C.O. ALI KAZI, P.E., 3319 MAGUIRE BLVD. SUITE 232, ORLANDO, FL, 32803), WITH A LETTER NOTIFYING THE AGENCY THAT DE-WATERING ACTIVITIES WILL COMMENCE PURSUANT TO 62-621.300(2) F.A.C. AND THE SITE QUALIFIES FOR THE GENERIC PERMIT. B - THE FACILITY IS AUTHORIZED TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY WHICH DISCHARGES BY A POINT SOURCE TO SURFACE WATERS OF THE STATE, AS DEFINED IN CHAPTER62-620, F.A.C., ONLY IF THE REPORTED VALUES FOR THE PARAMETERS LISTED IN TABLE 1 DO NOT EXCEED ANY OF THE LISTED SCREENING VALUES. C - MINIMUM REPORTING REQUIREMENTS FOR ALL PRODUCED GROUND WATER DISCHARGERS. THE EFFLUENT SHALL BE SAMPLED (BY CONTRACTOR) BEFORE THE COMMENCEMENT OF DISCHARGE, AGAIN WITHIN THIRTY (30)DAYS AFTER COMMENCEMENT OF DISCHARGE, AND THEN ONCE EVERY SIX (6)MONTHS FOR THE LIFE OF THE PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT.SAMPLES TAKEN IN COMPLIANCE WITH THE PROVISIONS OF THIS PERMIT SHALL BE TAKEN PRIOR TO ACTUAL DISCHARGE OR MIXING WITH THE RECEIVING WATERS. THE EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERS LISTED ON TABLE 1. D - IF ANY OF THE ANALYTICAL TEST RESULTS EXCEED THE SCREENING VALUES LISTED IN TABLE 1, EXCEPT TOC, THE DISCHARGE IS NOT AUTHORIZED BY THIS PERMIT. IF T.O.C. IS EXCEEDED BECAUSE OF NATURALLY OCCURING ORGANIC COMPOUNDS, THE RESULT AND EXPLANATION FOR THE HIGH READING MUST BE SUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION. E - IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN A GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE INDIVIDUAL WASTERWATER PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OF DISCHARGE. THE ENGINEER OF RECORD MUST BE NOTIFIED IF THIS OCCURS. 21. THE CONTRACTOR SHALL OBTAIN A STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, AND SHALL ADHERE TO ALL CONDITIONS OF THE PERMIT, INCLUDING INSPECTIONS, REPORTING, RECORD KEEPING AND CERTIFICATIONS. SCREENING VALUES FOR DISCHARGE INTO: Parameter Fresh Waters Coastal Waters Total Organic Carbon (TOC) pH, standard units Total Recoverable Mercury Total Recoverable Cadmium Benzene Naphthalene Total Recoverable Copper Total Recoverable Lead Total Recoverable Zinc Total Recoverable Chromium (Hex.) 10.0 mg/L 6.0-8.5 9.3 µg/L 1.0 µg/L 100.0 µg/L 2.9 µg/L 0.03 mg/L 86.0 µg/L 11.0 µg/L 0.012 µg/L 10.0 mg/L 6.5-8.5 9.3 µg/L 1.0 µg/L 100.0 µg/L 2.9 µg/L 5.6 mg/L 86.0 µg/L 50.0 µg/L 0.025 µg/L ST O R M W A T E R P O L L U T I O N PR E V E N T I O N P L A N DE T A I L S LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. RE V . P E R 0 1 / 1 3 / 2 5 C O S C O M M E N T S 1 01 / 1 7 / 2 5 RE V . P E R F D O T C O M M E N T S 2 05 / 1 5 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 3 06 / 2 3 / 2 5 RE V . P E R F D O T 0 6 / 0 6 / 2 5 C O M M E N T S 4 07 / 1 0 / 2 5 TREE PROTECTION BARRIER * MIN DISTANCE SEE NOTE BELOW ("E") RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 5 07 / 1 6 / 2 5 5 X 1/7/2026 3 6 5 ' ± T O N E X T D R I V E W A Y 10' D R A I N A G E EASEM E N T 25' A . E . & U. E . EXISTING WATER MAIN EXISTING FORCEMAIN CONST. DBL WATER SERVICE (2") 5' U. E . 5'x10' U.E. 24"x4"TAPPING SLEEVE AND 4" GATE VALVE CONST. 78 LF 4" F.M. H.D.P.E. DIRECTIONAL BORE 5'x20' U.E. CONST. FHA OUTFALL - CONNECT TO FDOT DRAINAGE INFRASTRUCTURE 5'x10' U.E. 6"x4" F.M. TAPPING SLEEVE AND 4" G.V. CONST. 41 LF 4" PVC F.M. EXIST FHA 4" G.V. - SERVICE POINT FOR FUTURE PRIVATE LIFT STATION CONNECTION REMOVE EXISTING MEDIAN AND CONST. 12' LEFT TURN LANE 12 ' R25' F CURB CR-G CR-G CONST. 10"x6" TAPPING SLEEVE AND G.V. 60' 60' PRMPRM PRM PR M PR M P R M PRM PRM P R M PR M R2 5 ' OPEN CUT/ REPLACE/ RECONSTRUCT PAVEMENT GRADE SWALE CONST. 6' S/W CONST. 6' S/W 10.6'± 9.1'± 9.6'± 9.5'± 10.1'±10.7'± 9.2'± 10.9'± 11.1'± 10.3'± 10.15'± 10.2'± INV.= 8.50' 11.2'± 10.0'± 10.3'± 10.2'± GRADE TEMPORARY SWALE FUTURE DRAINAGE PIPE 5' S/W EASEMENT (TO C.O.S.) 9.3'± 8.8'± 9.1'± 9.3'± 9.6'± 8.8'± 9.1'± 9.3'± 9.2'± 9.0'± 9.4± CONST. 5' S/W 10' D.E. 8.3'± 8.7'± 8.7'± 8.5'± 8.3'± 10.4'± FUTURE DRAINAGE PIPES (36) SC160LPCHAMBERS (36) SC160LPCHAMBERS (36) SC160LPCHAMBERS CNST. 38 LF 18" ADS FUTURE DRY RETENTION EXPANSION(UNDERGROUND OR OPEN)MINIMUM ADDITIONAL VOLUME-BOTTOM - EL: 8.2'-TOP - EL: 10.6'-VOLUME: 1,150 FT² CONST. 62 LF 18" ADS CONST. 42 LF 18" ADS FUTURE CATCH BASIN CONST. DRY RETENTION 10.1'± 10.2'± EXTEND S/W TO FEC R/R (FINAL PLANS TO BE SUBMITTED W/ S/D CONSTRUCTION DRAWINGS) 8.9'± 8.7'± 10.9'± 8.6'± 4" G.V. SERVICE POINT FOR FUTURE PRIVATE LIFT STATION CONNETION 11.0'± FUTURE DRY RETENTION EXPANSION(UNDERGROUND OR OPEN)MINIMUM ADDITIONAL VOLUME-BOTTOM - EL: 8.2'-TOP - EL: 10.6'-VOLUME: 575 FT² 9.1'± 9.2'± 8.75'± 8.75'± 1 6 ' 13.5'± 12.25 14.69'± 13.0 12.84'± 12.34 1 7 9 . 9 3 ' 5 2 . 9 3 ' 8.98'± 16.0'16.0' 14.0'14.0' 12.0'12.0' 10.0'10.0' 8.0'8.0' 6.0'6.0' 4.0'4.0' ... ± 1 1 . 2 5 ±1 1 . 7 2 ±12 . 1 0 ±11 . 7 3 ± 1 2 . 1 4 ±11. 1 6 ±11 . 0 8 2.0' 0.0' -2.0' 2.0' 0.0' -2.0' 4' 11' MEDIAN17' LANE12'18' LANE 3' 10" W.M. 308 24"x4"TAPPING SLEEVE AND 4" GATE VALVE 5' 11.84 80' RIGHT OF WAY 2.0%2.0% 12" MIN 5' U.E. EXIST 24" F.M. 75 LF 4" H.D.P.E DIRECTIONAL BORE F.M. D R A W I N G D A T E D E S I G N E D D R A W N C H E C K E D S C A L E R E V I S I O N M A R K D A T E 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m ENGINEER CERTIFICATION DATE: FL. REG. NO. 47048 SHEET FL. REG. NO. 57605WILLIAM P. STODDARD JODAH B. BITTLEFL. REG. NO. 57396 JOSEPH W. SCHULKE PROJECT NO. 04 / 1 2 / 2 0 2 3 J. W . S . WJ F J. W . S . 1" = 3 0 ' - 0 " LOCATION MAP N SITE H I G H W A Y U S 1 SCHUMANN DR. F L O R I D A E A S T C O A S T R . R . SCHUMANN D R . H I G H W A Y U S 1 LOT 1 0.65 AC FUTURE DEV. 0.48 AC (20,856 SF) IMPERVIOUS ASSUMED LOT 2 1.31 AC FUTURE DEV. 0.83 AC (35,940 SF) IMPERVIOUS ASSUMED DS-01 A C-501 B-1 C-501 D C-50 1 C C-5 0 1 1. PRIOR TO CONSTRUCTION COMMENCEMENT THE CONTRACTOR IS TO NOTIFY THE CITY OF SEBASTIAN BUILDING DEPARTMENT INSPECTOR SUPERVISOR. 2. GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION AND THE SUPPLEMENTS THERETO. 3. CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ROAD CONSTRUCTION LATEST EDITION. 4. CONTRACTOR SHALL ADJUST ALL UTILITY LIDS AND COVERS TO FINISHED GRADE AS REQUIRED. ADJUSTMENTS TO BE INCLUDED IN CONTRACTORS BID. 5. ALL DISTURBED RIGHT OF WAY SHALL BE SODDED. 6. THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TO A CONDITION EQUAL TO OR BETTER THAN THAT NOW EXISTING. 7. ITEMS IN CONFLICT WITH DESIGN SUCH AS EXISTING CURBS AND GUTTERS, SIDEWALKS, DRAINAGE STRUCTURES, PAVEMENT AND BASE AND EXCESS EXCAVATIONS ARE TO BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A LEGAL AND PROPER MANNER AWAY FROM THE JOB SITE AT THE CONTRACTORS EXPENSE UNLESS THE ITEMS ARE TO BE REUSED ON THE PROJECT. 8. THE MAINTENANCE OF TRAFFIC FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE FDOT INDEX NUMBERS (102-600 SERIES) AND THESE DOCUMENTS; THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ( US DEPARTMENT OF TRANSPORTATION, FHWA) SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE MAINTAINED AND PROTECTED AT ALL TIMES. 9. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 10. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTATIVES CAN BE PRESENT. 11. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES, UNDERGROUND UTILITIES, OR NEAR CANAL OR RIVER BANKS. 12. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 14. THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELD LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. 15. KNOWN UTILITIES: AT&T (772) 460-4443 COMCAST CABLE (772) 567-3444 IRCDUS (772) 226-1845 FPL (772) 287-5400 16. NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED AS PROPOSED BASE MATERIAL. 17. EROSION CONTROL MEASURES SHALL BE TAKEN BY CONTRACTOR DURING CONSTRUCTION AS PER FDOT STANDARD INDEX # 570-001, AND SPECIFICATIONS AND DETAILS WITHIN THESE PLANS. 18. AT LOCATIONS WHERE PIPE AND DRAINAGE STRUCTURES ARE TO BE CONSTRUCTED OR REMOVED UNDER THE EXISTING PAVEMENT, THE REPLACEMENT OF EMBANKMENT, BASE, ASPHALT, ETC. NECESSARY FOR EXCAVATION IS TO BE INCLUDED IN THE COST OF PIPE. 19. THE CONTRACTOR MUST NOTIFY AN IRC UTILITY DEPARTMENT INSPECTOR PRIOR TO THE WATER MAIN TAP AND BE ON SITE DURING INSTALLATION. 20. ALL SIDEWALKS SHOWN ARE TO MEET ADA REQUIREMENTS. SIDEWALKS SHALL BE CONSTRUCTED WITH: - MAX. 2%SIDE SLOPE - MAX. 2% SLOPE (ALL DIRECTIONS) AT LANDINGS ADJACENT TO RAMPS - MAX. 5% LONGITUDINAL SLOPE - AT RAMPS, TYPICALLY 6' IN LENGTH AND 12:1 MAX. LONGITUDINAL SLOPE 21. SOILS BELOW RETENTION AREAS SHALL BE OVER EXCAVATED TO A DEPTH OF 6'± PRIOR TO COMPLETION OF GRADING. ALL CLAYEY, SILTY AND ORGANIC MATERIAL SHALL BE REMOVED AND REPLACED WITH TYPE 3 SELECT SAND (HSG A), WITH A PPERMEABILITY RATE OF 50FT/DAY. SEE SPECIFICATIONS SHEET C-502. SYMBOL LEGEND EXISTING FIRE HYDRANT ASSEMBLY EXISTING VALVE STORMWATER DRAINAGE MANHOLE EXISTING STORMWATER DRAINAGE STRUCTURE STRUCTURE TAG (SEE THIS SHEET FOR TABLES)XX-XX SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER EXISTING STORM DRAINAGE PIPE DIRECTION OF FLOW EXISTING GRADE PROPOSED GRADE S PROPOSED TYPE 'C' INLET 2" SP 12.5 OVER 8" COQUINA OVER 12" STABILIZED SUBGRADE (MAY SUBSTITUTE 14" COQUINA IN LIEU OF 8"/12") NEW CONCRETE GENERAL CONSTRUCTION NOTES: 1. SEE SITE PLAN (SHEET C-400) AND SHEET C-402 FOR PAVEMENT MARKING AND SIGN PLACEMENT. 2. ALL PIPE NOTED AS ADS SHALL BE ADS N-12 OR APPROVED EQUAL. ALL ADS PIPES SHALL BE PERFORATED (20LF) AT SUBMERGED OUTFALLS TO PONDS OR OTHER SURFACE WATERS TO PREVENT FLOATATION. 3. ALL ADS CULVERTS TERMINATING WITH A MITERED END SECTION SHALL BE CONSTRUCTED WITH A CMP PIPE END WITH MES. 4. ANY IMPORT FILL SOURCE MUST MEET THE FOLLOWING SPECIFICATIONS: 4.1. MATERIAL SHALL BE FROM A SOURCE WITH SOIL MEETING HSG "A", "B", OR "B/D". 4.2. MINIMUM WATER TRANSMISSION RATE OF 20FT/DAY 4.3. MEET ADDITIONAL REQUIREMENTS FOR TYPE 2 BACKFILL MATERIAL (SEE SHEET C-502) GENERAL GRADING NOTES: 1. ALL SIDEWALKS, NEW & RECONSTRUCTED SHALL MEET ADA REQUIREMENTS: 1.1. MAX 2% CROSS SLOPE 1.2. MAX 5% LONGITUDINAL SLOPE 1.3. MIN 5' x 5' LANDING AT CHANGE IN DIRECTION, AT 2% MAX SLOPE ALL WAYS 1.4. MAX 12:1 SLOPE, MAX 6' IN LENGTH FOR RAMPS. LENGTH MAY BE INCREASE IF HANDRAIL IS PROVIDED 2. ALL SLOPES 6:1 OR STEEPER SHALL BE STABILIZED WITH SOD. 3. PAVEMENT SHOWING @ 2%. IT SHALL NOT BE LESS THAN 1.5% 4. SIDEWALK SHALL NOT BE MORE THAN 2.0% OR LESS THAN 1.0% SURVEY CORNER MARKER (SET IRON ROD & CAP, SEE SURVEY) GENERAL NOTES: PRM DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER DESCRIPTION TOP ELEV N INV ELEV S INV ELEV E INV ELEV W INV ELEV MISCELLANEOUS DS-01 TYPE C 11.55 - 8.00 -- OUTFALL STRUCTURE SEE DETAIL, SHEET C-500. DS-02 MANHOLE 10.90 -- 6.90 6.90 DS-03 TYPE - 4 9.20 (EOP)--- 7.00 DS-04 TYPE F 11.20 8.90 ---NOTCH - 12" W X 12" AT WEST SIDE DS-05 TYPE F 11.20 8.70 ---NOTCH - 12" W X 12" AT WEST SIDE SET PRM D PROPOSED MITERED END SECTION PROPOSED TYPE 'F' INLET X.XX'± PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED TYPE-4 INLET EXISTING WATERMAIN EXISTING FORCEMAIN PROPOSED WATER SERVICE PROPOSED DRAINAGE PIPE PROPOSED VALVE EXISTING STREET LIGHT WIDENING -1.25" FC-9.5 -1.75" TYPE SP-12.5 -16" MIN.* COQUINA (LBR 100) PAVING SCHEDULE *NOTE: PROP. BASE MUST EXTEND AT LEAST 2" DEEPER THAN EXISTING BASE, AND MUST BE INSTALLED IN A MIN. OF 3 LIFTS. * OPTIONAL 10" COQUINA (LBR 100) AND 12" TYPE 'B' STABILIZATION OR 16" COQUINA (LBR 100) ABBREVIATIONS A.E. - ACCESS EASEMENT U.E. - UTILITY EASEMENT D.E. - DRAINAGE EASEMENT D.E. - DRAINAGE EASEMENTTO C.O.S. TYPE 'C' INLET TOP @ EL. 11.55' TOP EL. = 11.55' INV EL. = 10.92' INV EL. = 10.79' 3"W x 7.56"H WEIR (2) 36"W x 1.56"H SLOTS TYPE 'C' STEEL GRATE INV EL. = 10.79' (2) 36"W x 1.56"H SLOTS TYPE 'C' INLET INV EL. = 10.92' 3"W x 7.56"H WEIR 32 LF 18" ADS [DS-01] OUTFALL STRUCTURE DETAIL N.T.S. INV = 8.0 INV = 6.75 BOT = 7.0' 12 " EXISTING STRUCTURE. (TAILWATER NODE) *FUTURE DEV. KEY FUTURE DRAINAGE PIPES FUTURE DRAINAGE STRUCTURE FUTURE CHAMBERS *SHOWN IN CONCEPT ONLY. SPECIFIC LAND DEVELOPMENT PLAN MAY ALTER FINAL DESIGN. DS-04 DS-05 CNST. ALUMINUM BAFFLE BOT. EL.: 10.65' TOP EL.: 11.55' 12 " 12" RE V . P E R F D O T C O M M E N T S 6 08 / 1 1 / 2 5 SECTION 1 - SCHUMANN ROW SCALE: 1" =10' 1 C-500 TREE LEGEND - OAK TO REMAIN (8 TREES) - OAK TO REMOVE (12 TREES) - OAK TO RELOCATE (0 TREES) - CABBAGE PALM TO REMAIN (19 TREES) - CABBAGE PALM TO REMOVE (3 TREES) - CABBAGE PALM TO RELOCATE (21 TREES) (15 OFF-SITE) (6 ONSITE) - PINE TREE - PINE TREE TO REMOVE (1 TREES) - TREE PROTECTION BARRIER - RELOCATED CABBAGE PALMS (21 FROM ONSITE) MITIGATION REQUIRED - SPECIMEN TREES TO BE REMOVED: >10" = 12 TREES - REPLACE WITH (12) TREES: 12' HEIGHT/ 2 12" DIA. E C-501 7 B-2 C-501 FC-50 1 RE V . P E R C O S C O M M E N T S 7 01 / 0 7 / 2 6 X 1/7/2026 16.0'16.0' 14.0'14.0' 12.0'12.0' 10.0'10.0' 8.0'8.0' 6.0'6.0' 4.0'4.0' ⅊ ±1 0 . 3 8 ±8.86 4 1 4 1 9.2 1.5% CONST. 6' SW GRADE 4.32' SWALE 10.5 120' ROW ± 8 . 8 5 ±8.28±8.02 30.03' ±10.211.5 24.05' TEMP SWALE 12' TURNLANE 12' LANE 12' LANE 4' BIKE LANE EXISTING PAVED HIGHWAY 10' LANE 6" THICK CONCRETE 10' L.S. 11.16' 16.0'16.0' 14.0'14.0' 12.0'12.0' 10.0'10.0' 8.0'8.0' 6.0'6.0' 4.0'4.0' EXISTING PAVED HIGHWAY ⅊ ± 9 . 9 6 ±9. 0 9 4 1 4 1 9.3 1.5% CONST. 6' SW GRADE 4.9' SWALE 10.5 120' ROW ± 9 . 5 3 . ±11 . 3 2 ± 1 1 . 9 7 ±12. 6 0 12' TURNLANE12' LANE12' LANE 4' BIKE LANE10' LANE TEMP SWALE ±9 . 2 8 28' 12.48'EXISTING BUILDINGEXISTING CONCRETE 10.2 6" THICK CONCRETE EXIST GRADE 11.2 12"x12" NOTCH IN STRUCTURETYPE 'F' INLET N. INV.: 8.70' 10' L.S. 11' 16.0'16.0' 14.0'14.0' 12.0'12.0' 10.0'10.0' 8.0'8.0' 6.0'6.0' 4.0'4.0' ⅊ ± 9 . 3 8 ROW ± 9 . 6 5 ±9.40 ±9.47 ±9.35 ±9.3 5 10.5 CONST. 12' TURN LANE 18' LANE18' LANE17.54' CONST. 6' SW CONST. 2' CURB10' MEDIAN 80' ROW EXISTING PAVEMENT 5' S/W EASEMENT SLOPE VARIES SEE PLAN TEMP SWALE VARIES 10.15 TO 10.4 10' L.S. 7.92' 16.0'16.0' 14.0'14.0' 12.0'12.0' 10.0'10.0' 8.0'8.0' 6.0'6.0' 4.0'4.0' ⅊ ±11.55 ±11.15 ± 1 1 . 4 6 ±11 . 6 1 ± 1 1 . 9 9 ±12 . 0 3 ± 1 1 . 6 1 ± 1 1 . 3 9 ± 1 1 . 1 0 ± 1 0 . 9 2 ROW 18' LANE10' MEDIAN18' LANE12'17' 80' ROW 10.5 CONST. 5' SW -REMOVE MEDIAN - CONSTRUCT AUXILIARY TURN LANE 11.5 10.2 TEMP SWALE 16.0'16.0' 14.0'14.0' 12.0'12.0' 10.0'10.0' 8.0'8.0' 6.0'6.0' 4.0'4.0' ⅊ ±10 . 3 8 ±8.97 9.1 CONST. 6' CROSSWALK 4.3'± 10.5 10' PAVEMENT 120' ROW US 1 (SR 5) ±8.85 ±8.28 10' STABILIZED GRASS 12' TURNLANE 12' LANE 12' LANE 4' BIKE LANE EXISTING PAVED HIGHWAY 10' LANE6' 9.6 12" STAB. SUBGRADE8" COQUINA BASE - 1" FC 9.5 - 1.75" SP 12.5 SAW CUT BUTT JOINT8.982.0% 16.0'16.0' 14.0'14.0' 12.0'12.0' 10.0'10.0' 8.0'8.0' 6.0'6.0' 4.0'4.0' EXISTING PAVED HIGHWAY ⅊ ±9 . 0 9 4 1 4 1 9.3 1.5% CONST. 6' SW GRADE 4.9' SWALE 11.5 120' ROW ±9.43 12' TURNLANE 4' BIKE LANE ±9. 2 8 12' PROPOSED DRY RETENTION - WIDTH VARIES 6" THICK CONCRETE EXIST GRADE ± 1 0 . 0 2 10.5 8.59.5 41 11.510.58.5 9.5 4 1 10' L.S. 14.0'14.0' 12.0'12.0' 10.0'10.0' 8.0'8.0' 6.0'6.0' 4.0'4.0' ⅊ ±8. 8 6 M.E.: 8.5± 3' EXIST GRADE±8.80 10.5 14 8'10' 5' U.E. GRADE BERM OFF-SITE LOT 2 SWALE VARIES - 10.2 TO 10.3 D R A W I N G D A T E D E S I G N E D D R A W N C H E C K E D S C A L E R E V I S I O N M A R K D A T E 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m ENGINEER CERTIFICATION DATE: FL. REG. NO. 47048 SHEET FL. REG. NO. 57605WILLIAM P. STODDARD JODAH B. BITTLEFL. REG. NO. 57396 JOSEPH W. SCHULKE PROJECT NO. 06 / 2 4 / 2 0 2 4 J. W . S . WJ F J. W . S . 1" = 3 0 ' - 0 " A C-501 SECTION THRU HIGHWAY US 1 FACING NORTH SCALE: 1" =10' B-1 C-501 SECTION THRU HIGHWAY US 1 FACING SOUTH SCALE: 1" =10' C C-501 SECTION THRU SCHUMANN DRIVE SCALE: 1" =10' D C-501 SECTION THRU SCHUMANN DRIVE SCALE: 1" =10' GENERAL GRADING NOTES: WIDENING -1.25" FC-9.5 -1.75" TYPE SP-12.5 -16" MIN.* COQUINA (LBR 100) PAVING SCHEDULE - OFFSITE *NOTE: PROP. BASE MUST EXTEND AT LEAST 2" DEEPER THAN EXISTING BASE, AND MUST BE INSTALLED IN A MIN. OF 3 LIFTS. * OPTIONAL 10" COQUINA (LBR 100) AND 12" TYPE 'B' STABILIZATION OR 16" COQUINA (LBR 100) RE V . P E R 0 1 / 1 3 / 2 5 C O S C O M M E N T S 1 01 / 1 7 / 2 5 E C-501 SECTION THRU US1 V.A.C. - RIGHT IN ONLY SCALE: 1" =10' RE V . P E R F D O T C O M M E N T S 2 05 / 1 5 / 2 5 RE V . P E R F D O T 0 6 / 0 6 / 2 5 C O M M E N T S 3 07 / 1 0 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 4 07 / 1 6 / 2 5 4 4 4 4 - STORMWATER MANAGEMENT SYSTEM B-2 C-501 SECTION THRU HIGHWAY US 1 & PROPOSED DRY RETENTION FACING SOUTH SCALE: 1" =10' F C-501 SECTION THRU WEST PROPERTY LINE FACING NORTH SCALE: 1" =10' X 1/7/2026 25' A . E . & U. E . EXISTING FORCEMAIN CONST. DBL WATER SERVICE (2") 5' U. E . 5'x10' U.E. 24"x4"TAPPING SLEEVE AND 4" GATE VALVE CONST. 4" F.M. H.D.P.E. DIRECTIONAL BORE 5'x20' U.E. CONST. FHA REMOVE EXISTING MEDIAN AND CONST. 12' LEFT TURN LANE R25' CR-G CR-G CONST. 10"x6" TAPPING SLEEVE AND G.V. PRM PRM PR M PR M P R M PR M R2 5 ' GRADE SWALE 10.6'± 9.6'± 10.1'±10.7'± 11.1'± 10.3'± 10.3'± TEMPORARY CONST. 5' S/W FUTURE DRAINAGE PIPES (36) SC160LPCHAMBERS FUTURE DRY RETENTION EXPANSION(UNDERGROUND OR OPEN)MINIMUM ADDITIONAL VOLUME-BOTTOM - EL: 8.2'-TOP - EL: 10.6'-VOLUME: 1,150 FT² 10.2'±EXTEND S/W TO FEC R/R (FINAL PLANS TO BE SUBMITTED W/ S/D CONSTRUCTION DRAWINGS) 10.9'± 11.0'± F CURB TYP.11.5'± 12.4'± 14.5'± 18.0'± RAIL AND GRAVITYWALL TYP. EXIST RETENTION WALL 4:1 TO EXIST TYP. CONNECT TO EXIST S/W EXISTING WATER MAIN REPLACE 6" WHITE PAVEMENT MARKING 13.5'± 12.2514.69'± 13.0 14.2'± 13.8 12.84'± 12.34 NOTE: GRADES SHOWN CORRESPOND TO EL. A AND EL. B ON SIDEWALK DETAIL 'X' EXAMPLE: 13.5 = EL. A 12.25 = EL. B CONST. S/W W/ RAIL A N D T H I C K E N E D E D G E F O O T E R TYP. OF 15 PALMS RELOCATED FROM SITE SCHUMANN DRIVE (80' ROW) . EXIST LAKE CONST. 6' SIDEWALK SAW, CUT, REMOVE 0.08' TO .25' EOP TO CREATE TRUE STRAIGHT LINE TO ABUTT CURB 2' 2% MAX. 6' SETBACK.75' SIDEWALK W/ 9" THICKENED EDGE AND GUIDERAIL PER FDOT 515-070 PG. 5. SEE GUIDERAIL DETAIL BELOW EXISTING RETAINING WALL TOP WALL EL 11.0± EL. B 16.0'16.0' 14.0'14.0' 12.0'12.0' 10.0'10.0' 8.0'8.0' 6.0'6.0'12.5'EL 8.0'± RAILING 8' TYPE F CURB SOD ALL DISTURBED AREAS EXIST PAVED ROAD EL. A 4:1 MAX SLOPE 16.0'16.0' 14.0'14.0' 12.0'12.0' 10.0'10.0' 8.0'8.0' 6.0'6.0' 4.0'4.0' ɓ EXIST LANE VARIES CONST. 5' SW 4 1 1.5% EXIST GRADE GRADE/ SOD DISTURBED AREAS ELEV. PER PLAN D R A W I N G D A T E D E S I G N E D D R A W N C H E C K E D S C A L E R E V I S I O N M A R K D A T E 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m ENGINEER CERTIFICATION DATE: FL. REG. NO. 47048 SHEET FL. REG. NO. 57605WILLIAM P. STODDARD JODAH B. BITTLEFL. REG. NO. 57396 JOSEPH W. SCHULKE PROJECT NO. 03 / 0 7 / 2 0 2 5 J. W . S . WJ F J. W . S . 1" = 3 0 ' - 0 " 4" G.V. SERVICE POINT FOR FUTURE PRIVATE LIFT STATION CONNETION FDOT PIPE GUIDERAIL FDOT INDEX 515-070 SHEET 5 OF 5 2 C-510 SECTION 2 TYPICAL SECTION FOR SIDE WALK ADJ. TO LAKE SCALE: 1" = 10'-0" 3 C-510 3 C-510 3 C-510 SECTION THRU SIDEWALK ALONG SCHUMANN DRIVE SCALE: 1" =10' GENERAL GRADING NOTES: EXIST RETAINING WALL VARIES 5.18' TO 21' HANDRAIL 9" THICKENED FOOTER 6" WHITE 6' 2' F CURB 2 C-510 EOP 1. 5 % SLOPE 4:1 MAX DETAIL OF PROPOSED HAND RAIL ALONG SCHUMANN DRIVE SCALE: 1" =10' VARIES (3' MIN. REQUIRED FOR STABILITY OF RAILING 9" 12 " M I N . BE L O W G R A D E RE V . P E R 0 1 / 1 3 / 2 5 C O S C O M M E N T S 1 01 / 1 7 / 2 5 RE V . P E R F D O T C O M M E N T S 2 05 / 1 5 / 2 5 SEE ALTERNATE DETAIL - "SIDEWALK DETAIL 'X' FOR THIS AREA OF CONCRETE SIDEWALK DETAIL 'X' FDOT INDEX 515-070 SHEET 5 OF 5 1 MI N . 4 EL. A EL. B RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 3 06 / 2 3 / 2 5 RE V . P E R F D O T 0 6 / 0 6 / 2 5 C O M M E N T S 4 07 / 1 0 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 5 07 / 1 6 / 2 5 5 SEE SHEET C-601 FOR LANDSCAPE IMPROVEMENTS IN R.O.W. X 1/7/2026 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m PA V I N G A N D GR A D I N G D E T A I L S 6" MAX. RISE12:1 MAX. SLOPE A 2% M A X . S L O P E 2% M A X . S L O P E LAN D S C A P E A R E A LAN D S C A P E A R E A 5' MIN. 1' R A D I U S ACCESSIBLE RAMPS N.T.S NOTES: 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE. 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. 3. CHANGE IN ELEVATION WITHIN THE ACCESSIBLE ROUTE IS NOT TO EXCEED 12" WITHOUT A CURB RAMP. 4. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR ROUTE SHALL BE 36" WIDE WITH A 60"x60" PASSING SPACE EVERY 200 FEET. 5. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN. 6. THE ACCESSIBLE ROUTE IN FRONT OF PULL-IN PARKING SHALL BE A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS. 7. ANY WALK THAT CROSSES OR ADJOINS A VEHICULAR WAY NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS SHALL BE DEFINED BY A CONTINUOUS 36" WIDE DETECTABLE WARNING. 8. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.C 11-4.8. 9. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET THE REQUIREMENTS OF F.D.O.T INDEX 304. 10. DETECTABLE WARNINGS SHALL CONSIST OF TRUNCATED DOMES PER LOCAL BUILDING CODE REQUIREMENTS AND FDOT REGULATIONS. 36"36" 44"48" 44"60" A MINIMUM DIMENSION B NO DOORWAY AT INSWING/SLIDING DOOR AT OUTSWING DOOR RAMP LOCATION 6" MAX. RISE12:1 MAX. SLOPE 6" MAX. RISE12:1 MAX. SLOPE 2% M A X . S L O P E 2% M A X . S L O P E 60" 60" 6' MAX. 6' MAX. A B 6' M A X . 2% M A X . S L O P E 12:1 MAX.SLOPE 12:1 MAX.SLOPE 6" M A X . R I S E 12:1 M A X . S L O P E 36" BUILDING WALLOR 6"x6" CURB DETECTABLE WARNING (SEE NOTE 10) DETECTABLE WARNING (SEE NOTE 10) DETECTABLE WARNING (SEE NOTES 10 & 11) PLAN 5' (TYP.) P.C. P.T. EXISTING SIDEWALK PROPOSED SIDEWALK NOTE: 1. ALL SIDEWALK STREET CROSSINGS MUST MEET THE REQUIREMENTS OF THE AMERICAN DISABILITIES ACT (ADA) COMPLIANCE GUIDE. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 2. SIDEWALK CONCRETE CONTAIN FIBERGLASS REINFORCEMENT. DRIVEWAYS AND OTHER TRAFFIC AREAS PEDESTRIAN ONLY AREAS LOCATION TABLE OF SIDEWALK THICKNESS TYPE 'A' 'B' TYPE 'B' TABLE OF SIDEWALK JOINTS TYPE 'A' LOCATION TYPE 'C' SLOPE 1% MIN. (2% MAX.) TO ROAD WIDTH VARIES (SEE PLAN) 'T ' 100' MAX. SPACING, P.C./P.T. OF CURVES, JUNCTION OF EXISTING AND NEW SIDEWALKS. 5'-0" CENTER TO CENTER WHERE SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES. 14"18"12" 112" 'C' SIDEWALK JOINTS STANDARD CROSS SECTION CONCRETE SIDEWALK DETAILS N.T.S 6" 5" 'T' 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE. 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. 3. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR ROUTE SHALL BE 36" WIDE WITH A 60"x60" PASSING SPACE EVERY 200 FEET. 4. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN. 5. THE ACCESSIBLE ROUTE IN FRONT OF PULL-IN PARKING SHALL BE A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS. 6. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.C 11-4.8. 7. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET THE REQUIREMENTS OF F.D.O.T INDEX 304. 8. CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH AND DEPTH OF THE RAMP NOTES: TYPE 'A' JOINT TYPE 'B' JOINT TYPE 'B' JOINT TYPE 'A' JOINT 12" PRE-MOLDED EXPANSION JOINT MATERIAL R. 1/4" R. 1/4"R. 1/4" *COMPACTED SUB-GRADE COMPACTED TO NOT LESS THAN 98% AASHTO T-180 BROOM FINISH CONCRETE SURFACE *8" STABILIZED SUB-GRADE AT DRIVEWAYS TRUNCATED DOMES DETAIL N.T.S 2'2.35' .9' 2' 2. 3 5 ' BASE-TO-BASE SPACING SHALL BE 0.65" MINIMUM DETWEEN DOMES. .9' .2 ' TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50% AND A MAXIMUM OF 65% OF THE BASE DIAMETER. DOME HEIGHT TOLERANCE = ±.02" MAXIMUM DOME WIDTH = 1.4" PLAN VIEW TRUNCATED DOME TRUNCATED DOME DOME PATTERN SHOULD BE ALIGNED WITH THE DIRECTION OF TRAVEL EDGE OF DETECTABLE WARNING CONSTRUCTION JOINT CONTRACTION JOINT PCC JOINT DETAIL BLOW-UP (TYP.) NOTES: 1. ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION OF THE JOINT SEALANT. 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CLEANED AND DRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. 3. INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH. 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. (FIRST PLACEMENT)(SECOND PLACEMENT) 6"6" MIN. SAWCUT FULL DEPTH OF SLAB A DISTANCE BACK FROM EXISTING EDGE TO ENSURE A STRAIGHT EDGE ALONG ENTIRE LENGTH OF PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO SAW CUTTING. EQ EQ CONSTRUCTION JOINT TO EXISTING PAVEMENT PAVEMENT THICKNESS (SEE PLAN) EQ EQ 18" T/2 BUT NOT LESS THAN 14" 18" FIRST SAWCUT 14" SECOND SAWCUT (IF REQUIRED) T CONCRETE JOINT DETAILS N.T.S NOTE: SEE PLAN FOR JOINT SPACING. 1/4" WIDE BY 1" DEEP SAW CUT. FILL WITH PAVEMENT SEALANT. MAKE SAW CUT IMMEDIATELY PRIOR TO INSTALLING PAVEMENT SEALANT. PCC JOINT (SEE DETAIL BLOW-UP) APPLY CURING COMPOUND TO SLAB FACE AT A COVERAGE RATE OF 300 SF MAX PER GALLON TO ACT AS A BOND BREAKER AT LEAST 48 HOURS PRIOR TO PLACING NEW SLAB. 3 4" DIAMETER DOWEL FOR 6" THICK PAVEMENTS AND 12" DIAMETER DOWEL FOR 4" OR 5" THICK PAVEMENTS. DOWELS TO BE 10" LONG CENTERED WITH JOINT SPACED AT 18" ON CENTER. DOWEL TO BE INSTALLED IN FORM WITH AN APPROVED ALIGNMENT DEVICE. LIGHTLY OIL FULL LENGTH OF DOWEL. PCC JOINT (SEE DETAIL BLOW-UP) PAVEMENT THICKNESS (SEE PLAN) TOP OF PAVEMENT WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO ALLOW CONCRETE SHRINKAGE TO OCCUR. IF REQUIRED, RE-SAW JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT TO ACHIEVE A 14" JOINT WIDTH. ENSURE JOINT IS CLEAN, DRY AND SIDES PREPARED PER MANUFACTURER’S RECOMMENDATIONS. PAVEMENT SEALANT CLOSED CELL BACKER ROD. TYPICALLY 18" TO 14" LARGER THAN JOINT WIDTH. PCC JOINT (SEE DETAIL BLOW-UP) 1/4" WIDE BY 1" DEEP SAW CUT. FILL WITH PAVEMENT SEALANT. MAKE SAW CUT IMMEDIATELY PRIOR TO INSTALLING PAVEMENT SEALANT. DOWEL CLIP BY PNA PROPOSED PAVEMENT EXISTING PAVEMENT 3 4" SQUARE DOWEL FOR 6" THICK PAVEMENTS. 12" SQUARE DOWEL FOR 4" TO 5" THICK PAVEMENTS. SPACE DOWELS AT 18" O.C. DO NOT GREASE DOWEL. DRILL 114" DIA. HOLE FOR 3 4" DOWEL AND 1" DIA. HOLE FOR 12" DOWEL AND INSTALL DOWEL WITH NON-SHRINK GROUT. ENSURE GROUT IS FLUSH WITH FACE OF EXISTING SLAB APPLY CURING COMPOUND TO SLAB FACE AT A COVERAGE RATE OF 300 SF MAX PER GALLON TO ACT AS A BOND BREAKER AT LEAST 48 HOURS PRIOR TO PLACING NEW SLAB. PAVEMENT BUTT JOINT REMOVE EXIST. PAVEMENT EXIST PAVEMENT NEW PAVEMENT N.T.S. 1" SP 9.5 (T.L. 'C') MATCH EXISTING PAVEMENT THICKNESS. CONSTRUCT D.O.T. TYPE SP 9.5 ASPHALTIC CONCRETE SURFACE; PRIME COAT ALL SURFACES AND EDGES PRIOR TO SURFACING 1-1/2"TYPE SP 12.5 (T.L. 'C') 10" COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) 12" STABILIZED SUBGRADE (FBV 50) (98% COMPACTION AASHTO T-180) MIXED TO A HOMOGENEOUS MATERIAL FILL COMPACTED TO 98% MAX. DENSITY REMOVE EXISTING BACKFILL MATERIAL AND GRADE UNIFORMLY TO RECEIVE 12"MIN. THICK COQUINA BASE COMPACTED TO 100% OF MAXIMUM DRY DENSITY AASHTO T-180 SAWCUT TO A STRAIGHT AND TRUE EDGE 6" MIN. UNIFORM CROSS SLOPE TO MATCH EXISTING AND UNIFORM GRADE PARALLEL TO ROADWAY TO MATCH ELEVATIONS AT LIMITS OF WORK 12" ± ASPHALT PAVEMENT DETAIL N.T.S ASPHALTIC CONC. (*) (MIN. 1,000 PSI MARSHALL) COQUINA SHELL. (*) COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) COMPACTED/STABILIZED SUB-GRADE (*) (98% COMPACTION AASHTO T-180) MIXED TO A HOMOGENEOUS MATERIAL FILL COMPACTED TO 98% MAX. DENSITY * DEPTH OF MATERIAL PER SCHEDULE BELOW SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. ASPHALT - ON-SITE ASPHALTIC CONC. (*) (MIN. 1000 P.S.I. MARSHALL) COQUINA SHELL (*) COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) (LBR 100) COMPACTED SUBGRADE (*) (98% COMPACTION AASHTO T-180) MIXED TO A HOMOGENEOUS MATERIAL (LBR 40) 112" 6" 8" HEAVY DUTY CONCRETE - TRAFFIC AREAS 6" 8" SEE THICKENED CONCRETE PAVEMENT EDGEDETAIL FOR ADDITIONAL INFORMATION REGARDING EXPANSION JOINTS ANDREINFORCEMENT BRUSH FINISH TYPE 1 PORTLAND CEMENT CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS OF AT LEAST 4,000 PSI STABILIZED SUB-GRADE COMPACTED TO 98% MODIFIED PROCTOR MAX. DRY DENSITY PER AASHTO T-180, MINIMUM LBR 40 *DEPTH OF MATERIAL PER SCHEDULE BELOW SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. TYPE 1 PORTLAND CEMENT CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS OF ATLEAST 4,000 PSI, REINFORCED WITH 6"x6"-W4xW4 WELDED WIRE SHEETS LOCATEDIN THE TOP 1/2 TO 1/3 OF THE SLABTHICKNESS STABILIZED SUB-GRADE COMPACTED TO 98%MODIFIED PROCTOR MAX. DRY DENSITY PER AASHTO T-180, MINIMUM LBR 40MIXED TO A HOMOGENEOUS MATERIAL 6" 8" SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FDOT STANDARD PLANS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.1 FT.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE-GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. SOD: SOD SHALL BE ST. AUGUSTINE OR ARGENTINE BAHIA - AS NOTED ON THE LANDSCAPE PLANS OR CONTRACT DOCUMENTS. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. EXISTING EARTH SURFACES SHALL BE COMPACTED/PROOF ROLLED PRIOR TO PLACEMENT OF ANY EMBANKMENT MATERIAL. MATERIAL: UNLESS OTHERWISE SPECIFIED, MATERIAL SHALL BE "TYPE 2 MATERIAL". COMPACTION: 12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). - MIN. 100% MAX DENSITY ADJACENT TO STRUCTURES WITHIN PAVED AREAS COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND REGULAR EXCAVATION (PER C.Y.) WHEN APPLICABLE. EMBANKMENT AND BACKFILL MATERIAL: TYPE 1: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71A, GRADATION 67) - 3 4" TO NO. 4 SIEVE. TYPE 2: SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 112 INCHES IN DIAMETER. TYPE 3: SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3% FINES PASSING THE NO. 200 SIEVE. STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OR L.B.R. AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL. BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 911 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND TO AN L.B.R. VALUE WHEN SPECIFIED ON PLANS. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. ASPHALT CONCRETE SURFACE COURSE (A.C.S.C.) TYPE SP 9.5 & TYPE SP 12.5 A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330, AND 334 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. CEMENT CONCRETE PAVEMENT: CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE II, CLASS I) PAVEMENT IN ONE COURSE ON A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 346 AND 350 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS. CURB ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION, AND IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 520-001. PROVIDE CONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 522-002. TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: A. EMBANKMENT: DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 5,000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED, AND AT ALL EXISTING PROOFROLLED EARTH SURFACES. B. SUBGRADE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 / 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. C. BASE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR CLOSER (MIN. OF 3 / 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. D. PIPE BACKFILL: DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 50 FT. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN., AND AT PIPE DEPTHS GREATER THAN 5 FT, AN ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILL E. STRUCTURES: A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE, AND WITHIN THE BACKFILL FOR EACH 12" LIFT, ADJACENT TO EACH STRUCTURE INSTALLED. F. BUILDING PAD: AS SPECIFIED IN ARCHITECTURAL PLANS. G. CURB PADS - DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. CLEAN-UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. DRAINAGE STRUCTURE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, FY = 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. PRECAST INLETS/MANHOLES ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE FDOT STANDARD PLANS, LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 PSI. CULVERT PIPES INSTALL PIPE CULVERTS AND STORM SEWERS IN ACCORDANCE WITH SECTION 430(AND RELATED SECTIONS) OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION AT THE LOCATIONS DEPICTED IN THE PLANS. FURNISH AND INSTALL SANDTIGHT (WATERTIGHT TO 2 PSI) PIPE JOINTS AND PIPE/STRUCTURE JOINTS. ALL JOINTS SHALL BE GASKETED. REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 449 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. ADS (CORRUGATED POLYETHYLENE) SHALL BE IN ACCORDANCE WITH SECTION 948-2.3 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 4" LIFTS TO THE SPRINGLINE MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THE PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. TYPE 2 MATERIAL SHALL BE USED FOR ALL BACKFILL, UNLESS OTHERWISE SPECIFIED IN THE PLANS OR BY THE ENGINEER. FURNISH AND INSTALL FILTER FABRIC JACKET AROUND ALL PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 430-001. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECIFIED ON THE FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 440-001. THE FABRIC SHALL EXTEND A MINUMUM OF 12 INCHES (300 MM) BEYOND EACH SIDE OF THE JOINT OR BOTH EDGES OF THE COUPLING BAND, IF A COUPLING BAND IS USED. THE FABRIC SHALL HAVE A MINUMUM WIDTH OF 24 INCHES (600 MM) AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES (600 MM). SECURE THE FILTER FABRIC JACKET AGAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED THE THE ENGINEER. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION AND VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, UTILITY MAINS AND AS-BUILTS OF ALL LAKE BANKS, LOT/BLDG., PADS, SWALES, BERMS, CURBS, PAVEMENT, SIDEWALKS- DEPICTING HORIZONTAL LOCATION AND ELEVATIONS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING TIES TO STATE PLANE COORDINATES. INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE: A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK. E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. G. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. H. UPON COMPLETION OF CONSTRUCTION. ACCEPTABLE TEST RESULTS MUST BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCING SUCCESSIVE STEPS OF CONSTRUCTION, INCLUDING: - PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR TO SUBGRADE PREPARATION. - SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR SIDEWALK CONSTRUCTION. - BASE TESTING PRIOR TO APPLICATION OF SURFACE COURSE. WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. TRAFFIC/PAVEMENT MARKING NOTES: 1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYS/STREETS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 711-001. 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. 4. STOP BARS SHALL BE 24" WIDE. 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS FOR ROAD CONSTRUCTION, MUTCD, AND INDIAN RIVER COUNTY DRAWINGS FOR PAVEMENT MARKINGS, SIGNING & GEOMETRICS, ALL LATEST EDITIONS. 6. ALL PAVEMENT MARKINGS WITHIN PUBLIC RIGHT-OF-WAY AND PRIVATE ROAD/DRIVEWAYS 25' FROM PUBLIC RIGHT-OF-WAY SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC.) SHALL BE IN ACCORDANCE WITH THE FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 711-001. SIGNS: 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND INDIAN RIVER COUNTY DRAWINGS FOR PAVEMENT MARKINGS, SIGNING & GEOMETRICS, ALL LATEST EDITIONS. 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 700-010. WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 700-010 AND IRC TYPICAL DRAWINGS FOR PAVEMENT MARKINGS, SIGNING, & GEOMETRICS. ADDITIONAL SPECIFICATIONS FOR WORK WITHIN A PUBLIC R.O.W.: 1. ALL MATERIALS AND CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE FDOT STANDARD PLANS (LATEST EDITION), FDOT STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO. 2. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FDOT STANDARD PLANS, LATEST EDITION, (102-XXX SERIES) AND THESE DOCUMENTS: THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). THE CONTRACTOR SHALL PROVIDE NECESSARY M.O.T. AS SPECIFIED IN THE PLANS AND PERMITS, AND AS DIRECTED IN THE FIELD BY THE ENGINEER OR PUBLIC WORKS/FDOT REPRESENTATIVE. 3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, (102-XXX SERIES) OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. 4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE PRE-CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS EVENTUALITIES SUCH AS HURRICANES. 5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 72 HOURS, BEFORE ANY EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. 6. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE TO SCHEDULE A PRE-CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 954-776-4300 OR 1-800-300-8236. 8. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL. 10. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO OPENED BY 4:00 PM. 11. PAVEMENT SPECIFICATION: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 1/2" MAXIMUM., INCLUDING FRICTION COURSE. 12. THE LOCAL MEDIA SHALL BE CONTACTED A WEEK PRIOR TO ANY LANE CLOSURES ON THE STATE ROAD SYSTEM AS IT WILL OCCUR DURING PEAK HOURS OR OVER THE SPAN OF MORE THAN ONE DAY. CONTACT BARBARA KELLEHER, FDOT PUBLIC INFORMATION OFFICE AT 954-777-4090 FOR GUIDANCE ON WHO TO CONTACT. PROVIDE A COPY OF THE PRESS RELEASE TO: FLORIDA DEPARTMENT OF TRANSPORTATION PUBLIC INFORMATION OFFICE 3400 WEST COMMERCIAL BOULEVARD FORT LAUDERDALE, FLORIDA 33309 SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FDOT STANDARD PLANS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.1 FT.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE-GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. SOD: SOD SHALL BE ST. AUGUSTINE OR ARGENTINE BAHIA - AS NOTED ON THE LANDSCAPE PLANS OR CONTRACT DOCUMENTS. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. EXISTING EARTH SURFACES SHALL BE COMPACTED/PROOF ROLLED PRIOR TO PLACEMENT OF ANY EMBANKMENT MATERIAL. MATERIAL: UNLESS OTHERWISE SPECIFIED, MATERIAL SHALL BE "TYPE 2 MATERIAL". COMPACTION: 12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). - MIN. 100% MAX DENSITY ADJACENT TO STRUCTURES WITHIN PAVED AREAS COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND REGULAR EXCAVATION (PER C.Y.) WHEN APPLICABLE. EMBANKMENT AND BACKFILL MATERIAL: TYPE 1: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71A, GRADATION 67) - 3 4" TO NO. 4 SIEVE. TYPE 2: SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 112 INCHES IN DIAMETER. TYPE 3: SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3% FINES PASSING THE NO. 200 SIEVE. STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OR L.B.R. AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL. BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 911 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND TO AN L.B.R. VALUE WHEN SPECIFIED ON PLANS. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. ASPHALT CONCRETE SURFACE COURSE (A.C.S.C.) TYPE SP 9.5 & TYPE SP 12.5 A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330, AND 334 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. CEMENT CONCRETE PAVEMENT: CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE II, CLASS I) PAVEMENT IN ONE COURSE ON A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 346 AND 350 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS. CURB ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION, AND IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 520-001. PROVIDE CONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 522-002. TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: A. EMBANKMENT: DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 5,000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED, AND AT ALL EXISTING PROOFROLLED EARTH SURFACES. B. SUBGRADE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 / 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. C. BASE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR CLOSER (MIN. OF 3 / 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. D. PIPE BACKFILL: DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 50 FT. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN., AND AT PIPE DEPTHS GREATER THAN 5 FT, AN ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILL E. STRUCTURES: A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE, AND WITHIN THE BACKFILL FOR EACH 12" LIFT, ADJACENT TO EACH STRUCTURE INSTALLED. F. BUILDING PAD: AS SPECIFIED IN ARCHITECTURAL PLANS. G. CURB PADS - DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. CLEAN-UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. DRAINAGE STRUCTURE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, FY = 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. PRECAST INLETS/MANHOLES ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE FDOT STANDARD PLANS, LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 PSI. CULVERT PIPES INSTALL PIPE CULVERTS AND STORM SEWERS IN ACCORDANCE WITH SECTION 430(AND RELATED SECTIONS) OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION AT THE LOCATIONS DEPICTED IN THE PLANS. FURNISH AND INSTALL SANDTIGHT (WATERTIGHT TO 2 PSI) PIPE JOINTS AND PIPE/STRUCTURE JOINTS. ALL JOINTS SHALL BE GASKETED. REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 449 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. ADS (CORRUGATED POLYETHYLENE) SHALL BE IN ACCORDANCE WITH SECTION 948-2.3 OF THE FDOT STANDARD SPECIFICATIONS, LATEST EDITION. BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 4" LIFTS TO THE SPRINGLINE MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THE PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. TYPE 2 MATERIAL SHALL BE USED FOR ALL BACKFILL, UNLESS OTHERWISE SPECIFIED IN THE PLANS OR BY THE ENGINEER. FURNISH AND INSTALL FILTER FABRIC JACKET AROUND ALL PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 430-001. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECIFIED ON THE FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 440-001. THE FABRIC SHALL EXTEND A MINUMUM OF 12 INCHES (300 MM) BEYOND EACH SIDE OF THE JOINT OR BOTH EDGES OF THE COUPLING BAND, IF A COUPLING BAND IS USED. THE FABRIC SHALL HAVE A MINUMUM WIDTH OF 24 INCHES (600 MM) AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES (600 MM). SECURE THE FILTER FABRIC JACKET AGAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED THE THE ENGINEER. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION AND VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, UTILITY MAINS AND AS-BUILTS OF ALL LAKE BANKS, LOT/BLDG., PADS, SWALES, BERMS, CURBS, PAVEMENT, SIDEWALKS- DEPICTING HORIZONTAL LOCATION AND ELEVATIONS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING TIES TO STATE PLANE COORDINATES. INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE: A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK. E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. G. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. H. UPON COMPLETION OF CONSTRUCTION. ACCEPTABLE TEST RESULTS MUST BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCING SUCCESSIVE STEPS OF CONSTRUCTION, INCLUDING: - PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR TO SUBGRADE PREPARATION. - SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR SIDEWALK CONSTRUCTION. - BASE TESTING PRIOR TO APPLICATION OF SURFACE COURSE. WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. TRAFFIC/PAVEMENT MARKING NOTES: 1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYS/STREETS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 711-001. 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. 4. STOP BARS SHALL BE 24" WIDE. 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS FOR ROAD CONSTRUCTION, MUTCD, AND INDIAN RIVER COUNTY DRAWINGS FOR PAVEMENT MARKINGS, SIGNING & GEOMETRICS, ALL LATEST EDITIONS. 6. ALL PAVEMENT MARKINGS WITHIN PUBLIC RIGHT-OF-WAY AND PRIVATE ROAD/DRIVEWAYS 25' FROM PUBLIC RIGHT-OF-WAY SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC.) SHALL BE IN ACCORDANCE WITH THE FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 711-001. SIGNS: 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND INDIAN RIVER COUNTY DRAWINGS FOR PAVEMENT MARKINGS, SIGNING & GEOMETRICS, ALL LATEST EDITIONS. 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 700-010. WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, INDEX NO. 700-010 AND IRC TYPICAL DRAWINGS FOR PAVEMENT MARKINGS, SIGNING, & GEOMETRICS. ADDITIONAL SPECIFICATIONS FOR WORK WITHIN A PUBLIC R.O.W.: 1. ALL MATERIALS AND CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE FDOT STANDARD PLANS (LATEST EDITION), FDOT STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO. 2. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FDOT STANDARD PLANS, LATEST EDITION, (102-XXX SERIES) AND THESE DOCUMENTS: THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). THE CONTRACTOR SHALL PROVIDE NECESSARY M.O.T. AS SPECIFIED IN THE PLANS AND PERMITS, AND AS DIRECTED IN THE FIELD BY THE ENGINEER OR PUBLIC WORKS/FDOT REPRESENTATIVE. 3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, (102-XXX SERIES) OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. 4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE PRE-CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS EVENTUALITIES SUCH AS HURRICANES. 5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 72 HOURS, BEFORE ANY EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. 6. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE TO SCHEDULE A PRE-CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 954-776-4300 OR 1-800-300-8236. 8. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL. 10. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO OPENED BY 4:00 PM. 11. PAVEMENT SPECIFICATION: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 1/2" MAXIMUM., INCLUDING FRICTION COURSE. 12. THE LOCAL MEDIA SHALL BE CONTACTED A WEEK PRIOR TO ANY LANE CLOSURES ON THE STATE ROAD SYSTEM AS IT WILL OCCUR DURING PEAK HOURS OR OVER THE SPAN OF MORE THAN ONE DAY. CONTACT BARBARA KELLEHER, FDOT PUBLIC INFORMATION OFFICE AT 954-777-4090 FOR GUIDANCE ON WHO TO CONTACT. PROVIDE A COPY OF THE PRESS RELEASE TO: FLORIDA DEPARTMENT OF TRANSPORTATION PUBLIC INFORMATION OFFICE 3400 WEST COMMERCIAL BOULEVARD FORT LAUDERDALE, FLORIDA 33309 13. CONTACT THE CITY OF SEBASTIAN FOR ALL LANE CLOSURES TO PUBLIC ROADS WITHIN ITS JURISDICTION. 3' CURB TRANSITION N.T.S. TYPE 'D' CURB EDGE OF PAVEMENT FLUSH CURB 3' TRA N S I T I O N E.O.P. GRADE, THIS CORRESPONDS TO "TOP ELEVATION" LISTED ON SCHEDULE PAVEMENT 24" 8" T Y P . BO T H SI D E S 12" 3/4" R. 1- 1 / 2 " 1 / 4 " MODIFIED MIAMI CURB DETAIL N.T.S. NOTES: 1. FOR CURB,GUTTER,AND CURB AND GUTTER PROVIDE 1/8" - 1/4" JOINTS AT 10' CENTERS (MAX.). CONTRACTION JOINTS ADJACENT TO CONCRETE PAVEMENT ON TANGENTS AND FLAT CURVES ARE TO MATCH THE PAVEMENT JOINTS, WITH INTERMEDIATE JOINTS NOT TO EXCEED 10' CENTERS. CURB,GUTTER AND CURB & GUTTER EXPANSION JOINTS SHALL BE LOCATED IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS. 2. ENDS OF CURBS TYPES B AND D SHALL TRANSITION FROM FULL TO ZERO HEIGHTS IN 3 FEET. NOTE: FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT, CONCRETE SHOWN. FOR DETAILS DEPICTING USAGE ADJACENT TO FLEXIBLE PAVEMENT, SEE CONCRETE JOINT DETAIL. EXPANSION JOINT, PREFORMED JOINT FILLER AND JOINT SEAL ARE REQUIRED BETWEEN CURB & GUTTER AND CONCRETE PAVEMENT ONLY, SEE CONCRETE JOINT DETAIL. SURFACE ON LOW SIDE OF PAVEMENT TO BE 14" ABOVE LIP OF GUTTER. SURFACE ON HIGH SIDE TO BE FLUSH WITH LIP OF CURB OR CURB AND GUTTER SLOPE VARIES FLEXIBLE PAVEMENT 1-1/2" Δ Δ APPLIES TO BOTH HIGH AND LOW SIDE OF PAVEMENT, LOW SIDE SHOWN CURB AND GUTTER AND TYPE A CURB ADJACENT TO FLEXIBLE PAVEMENT END OF CURB 6' 1' 20' R. EDGE OF PAVEMENT PLAN EDGE OF PAVEMENT PLAN TOP OF CURB GUTTER PROFILE FLARED END 3' 3' TRANSITION TOP OF CURB GUTTER 3' TRANSITION PROFILE STRAIGHT END CURB AND GUTTER TYPES E & F MODIFIED TYPE F 6"1'-0" 7-1/2" STD. 6" MIN.* 1'-6" 8" 1' - 0 " 6" 6" 34" R.3" R. 2" R. ** WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF ADJACENT PAVEMENT. THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS TYPE F 6"1'-6" 7-1/2" STD. 6" MIN.* 2'-0" 8" 1' - 0 " 6" 6" 34" R.3" R. 2" R. * TYPE D 18 " 6" 8" 6" JOINT SEAL CONCRETE PAVEMENT 2" R. 34" R. 12" EXPANSION JOINT & PREFORMED JOINT FILLER DROP CURB A.K.A. MIAMI CURB NOTE: TO BE PAID FOR AS PARENT CURB 7-1/2" STD. 6" MIN.* 2'-0" 10"1'-2"SLOPE TO FIT DRIVEWAY *34" R.34" R. 6- 1 / 4 " 20' R. OR AS SHOWN ON PLANS 1/2" EXPANSION JOINT1' - 1 0 " 1' - 2 " FUTURE CURB AND GUTTER CONSTRUCTION PLAN A A B B C C CURB AND GUTTERVALLEY GUTTER SECTION A-A SECTION B-B SECTION C-C VALLEY GUTTER 1'-10"1'-2" 7- 1 / 2 " 3'-0" 7-1/2" STD. 6" MIN.* * 34" R.34" R. 6- 1 / 4 " 7-1/2" STD. 6" MIN.* 34" R. * 1' - 0 " 6" 6"1'-6" 3" R. 2" R. 1'-10"1'-2" 6- 1 / 4 " 7- 1 / 2 " 5'-0" 8" 7-1/2" STD. 6" MIN.* 34" R. * 6- 1 / 4 " 6"1'-10" 3" R. 2" R. 1'-2" 1' - 0 " 6" 3'-6" 8" CURB DETAILS / SPECIFICATIONS N.T.S.FDOT SIDEWALK DETAILS PER INDEX'S 304 & 310 DIMENSIONAL FEATURE FOR PUBLIC SIDEWALK CURB RAMPS FOR LINEAR PEDESTRIAN TRAFFIC DIMENSIONAL FEATURE FOR PUBLIC SIDEWALK CURB WHERE RAMP AND LANDING DEPTH ARE RESTRICTED BY RIGHT OF WAY TYPICAL PLACEMENT OF PUBLIC SIDEWALK CURB RAMPS AT CURBED RETURNS (FDOT INDEX 304) RAMP WIDTHS FOR CURB RAMPS CR 20, 21, 22, 24, & 25 MAY BE REDUCED TO 3' MIN. IN RESTRICTED CONDITIONS WHEN APPROVED BY THE ENGINEER. LOWER LANDING NOT REQUIRED AT DRIVEWAYS, PARKING LOTS, OR OTHER AREAS WITH PAVEMENT CROSS-SLOPES LESS THAN 2% (0.02) ** 0.02 BACK OF SIDEWALK ALIGNMENT VARIATIONS 1: 1 2 1: 1 2 1:12 1: 1 2 0.02 1:12 1:12 1: 1 2 1:12 0. 0 2 4' 4', MAY BE REDUCED TO 3' IN RESTRICTED CONDITIONS WHEN APPROVED BY THE ENGINEER 2' MIN. FULL HEIGHT CURB WHEN CROSSWALK MARKING ARE REQUIRED, RAMP RUNS MUST FALL WITHIN CROSSWALK LIMITS AND WHERE PRACTICAL, BE PARALLEL WITH THE PROJECTED CROSSWALK ALIGNMENT. THE BOTTOM OF THE RAMP BEYOND THE CURB LINE SHALL HAVE A CLEAR SPACE 48" MINIMUM WITHIN THE MARKINGS OF A MARKED CROSSWALK. IF NO CROSSWALK MARKINGS ARE PRESENT, THE BOTTOM OF THE RAMP BEYOND THE CURB RAMP SHALL HAVE A CLEAR SPACE 48" MINIMUM OUTSIDE ACTIVE TRAFFIC LANES. □ CROSSWALK WIDTHS AND CONFIGURATION VARY; MUST CONFORM TO INDEX NO. 17344 AND 17346. □ □ 0.02 MAX. 1: 1 2 0.02 1:120. 0 2 1 : 1 2 0.02 0. 0 2 1:1 2 □ □ 2' MIN. FULL HEIGHT CURB FOR BACK OF SIDEWALK CURB OR BUFFER TRANSITIONS AND FOR RAMP AND SIDEWALK CURB OPTIONS SEE FDOT DESIGN INDEX # 304 SHEET 4 NOTE: A PORTION OF ONE OR BOTH RAMPS MAY EXTEND OUTSIDE THE RETURN LINEAR SIDEWALK RAMPS UTILITY STRIP TURNOUT OR SIDE STREET OMIT JOINTS ON CURB RAMPS RAMP AND SIDEWALK CURB 2' R RAMP1:120.02 RAMP WIDTH (4' MIN.) 0 . 0 2 2' LANDING SIDE W A L K (6' S T D . ) UTIL . S T R I P GRA S S O R P A V T . (1' M I N . ) SID E W A L K W I T H C U R B E D R E T U R N S 0.0 2 0.0 2 1: 1 2 GRASS GRASS 5'-11" > 5'-11 " UTIL. SIDEW A L K 5' STD . RA M P A N D S I D E W A L K C U R B LA N D I N G ( F L A T ) 4' M I N . CR-G 5'-0" MAX. RE V . P E R 0 1 / 1 3 / 2 5 C O S C O M M E N T S 1 01 / 1 7 / 2 5 RE V . P E R F D O T C O M M E N T S 2 05 / 1 5 / 2 5 RE V . P E R F D O T 0 6 / 0 6 / 2 5 C O M M E N T S 3 07 / 1 0 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 4 07 / 1 6 / 2 5 1/7/2026 X 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m PA V I N G A N D GR A D I N G D E T A I L S CO N T . 6' STORM MANHOLE N.T.S. FRAME AND COVER DETAIL SECTION 1. REFER TO FDOT DESIGN STANDARDS INDEX #200/#201. NOTES: 1. CONTRACTOR TO CONSTRUCT DRAINAGE STRUCTURES WITH USF GRATES, RIMS AND COVERS AS CALLED OUT OR APPROVED EQUAL. SHOP DRAWINGS ARE TO BE PROVIDED TO ENGINEER FOR APPROVAL PRIOR TO ANY CONSTRUCTION. 2. CONTRACTOR TO REFER TO FDOT DESIGN STANDARD (AND NOT LIMITED TO) INDEX 200, 201, 214, 232 & 233 FOR MANHOLE, INLET AND GRATE SPECIFICATIONS. 3. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED WITH (4) SIDED BEARING AND HEAVY DUTY TRAFFIC RIMS AND GRATES. 4. ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT. 5. SIDEWALKS SHALL NOT EXCEED 2% CROSS SLOPE IN ANY DIRECTION. 6. SPOT ELEVATIONS ARE AT EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 7. MAXIMUM CUT OR FILL SLOPES IS 3H:1V UNLESS OTHERWISE NOTED. 8. ALL THE ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 9. CONTRACTOR TO SUBTRACT PAVEMENT THICKNESS AND FLOOR SLAB THICKNESS FOR SUBGRADE ELEVATIONS. 10. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND PLUMBING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALL VESTIBULES, SIDEWALKS, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, AND EXACT UTILITY ENTRANCE LOCATIONS. 11. CONTRACTOR SHALL CONSTRUCT MANHOLE ON TYPE 'J' OR 'P' STRUCTURE BOTTOM WHEN PIPE QUANTITY AND/OR DIAMETER REQUIRES LARGER DIAMETER MANHOLE TO ACCOMMODATE THE PIPE. BRICK TO GRADE AS REQUIRED MANHOLE FRAME AND COVER TO BE EQUAL TO U.S.F. & MFG. CORP. U.S.F. # 420 W/ TYPE 'C' COVER (SEE DETAIL ABOVE FOR TOP ELEVATION) #6 @ 6" O.C.E.W. W/ HOOKS #5 @ 12" O.C.E.W. #5 @ 6" O.C.E.W. W/ HOOKS 8"8"8"8"4' OR 6' DIA. AS REQUIRED (6' TYP.) 8" DE P T H A S R E Q U I R E D 8" 2" CLEAR TYP. GRADE NOTE: CAST IRON MANHOLE RING AND COVER SHALL BE AS MANUFACTURED BY U.S. FOUNDRY & MANUFACTURING CORP. USF NO. 420 TOTAL WEIGHT 400 LBS. 22-3/4" 2" 20-5/8" 7" 3' 24-3/4" STORM SEWER STORM SEWER 1. CONTRACTOR TO INCLUDE NECESSARY P.V.C. 90° BENDS, P.V.C. CAPS, AND STUB-OUTS IN BID. MISCELLANEOUS CONDUIT PAVED ROAD/PARKING N.T.S. PVC CAP 3' (TYP.)2'2' 12 " (M I N . ) 90° BEND 18 " MI N I M U M LENGTH REFLECTED IN BID TABULATION SCHEDULE 40 WHITE PVC 4' - 5 " C . I . P . 4' - 1 " P R E C A S T 3'-4" C.I.P. 3'-0" PRECAST 8"6" 3' - 1 " 3' - 1 " 8"6" 8" 6" 2'-0" 2'-0" 214" WA L L D E P T H V A R I E S (1 5 ' M A X . ) 8"6" 3" CL. 2" C L . 2" 5 3 4" C.I.P. 3 3 4" PRECAST 2'-0" 3'-4" C.I.P. 3'-0" PRECAST 214" 8" 6" C.I.P. PRECAST C.I.P. PRECAST CENTER OF BOX LOCATION REFERENCE 5 3 4" C.I.P. 3 3 4" PRECAST C.I.P. PRECAST EYEBOLT (SEE FDOT STANDARD DESIGN INDEX #201) #4 BARS @ 12" O.C. #4 BARS @ 12" O.C. PLAN SECTION HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 1) WALL DEPTH SCHEDULE AREA (in.²/ft.) MAX. SPACING BARS WWF 0'-15'A12 0.20 12"8" TYPE C RECOMMENDED MAXIMUM PIPE SIZE: 2'-0" WALL - 18" PIPE 3'-1" WALL - 24" PIPE (18" WHERE AN 18" PIPE ENTERS A 2'-0" WALL) 2'-4" 2"11" 2" 11"2"2 12" 3' - 0 " 3' - 0 " 2 18" 1 3 4" 3 4" 2'-4" 2" 1 12"2"1 12" 2 12" TYPE C CAST IRON GRATE APPROX. WEIGHT 235 Lbs. 2'-4" 3' - 18" 14 S P A C E S 15 B A R S TYPE C STEEL GRATE STRAIGHT BARS 2" x 14" RETICULINE BARS 1 14" x 316" BANDS 2" x 14" APPROX. WEIGHT 104 Lbs. NOTE : STEEL GRATES ARE REQUIRED ON INLETS WITH TRAVERSABLE SLOTS AND ON INLETS WHERE BICYCLE TRAFFIC IS ANTICIPATED BAND BAND GENERAL NOTES (TYPE 'C', 'E' AND 'H' INLETS) 1. THESE INLETS ARE SUITABLE FOR BICYCLE TRAFFIC AND ARE TO BE USED IN DITCHES, MEDIANS AND OTHER AREAS SUBJECT TO INFREQUENT TRAFFIC LOADINGS BUT ARE NOT TO BE PLACED IN AREAS SUBJECT TO ANY HEAVY WHEEL LOADS. THESE INLETS MAY BE PLACED IN AREAS SUBJECT TO OCCASIONAL PEDESTRIAN TRAFFIC SUCH AS LANDSCAPED AREAS AND PAVEMENT AREAS WHERE PEDESTRIANS CAN WALK AROUND THE INLET. 2. INLETS SUBJECT TO MINIMAL DEBRIS SHOULD BE CONSTRUCTED WITHOUT SLOTS. WHERE DEBRIS IS A PROBLEM INLETS SHOULD BE CONSTRUCTION WITH SLOTS. SLOTTED INLETS LOCATED WITHIN ROADWAY CLEAR ZONES AND AREAS SUBJECT TO PEDESTRIANS SHALL HAVE TRAVERSABLE SLOTS. THE TRAVERSABLE SLOT MODIFICATION IS NOT ADAPTABLE TO INLET TYPE H. SLOTS MAY BE CONSTRUCTED AT EITHER OR BOTH ENDS AS SHOWN ON PLANS. TRAVERSABLE SLOTS SHALL NOT HE USED IN AREAS SUBJECT TO OCCASIONAL BICYCLE TRAFFIC. 3. STEEL GRATES ARE TO BE USED ON ALL INLETS WHERE BICYCLE TRAFFIC IS ANTICIPATED. STEEL GRATES ARE TO BE USED ON ALL INLETS WITH TRAVERSABLE SLOTS. EITHER CAST IRON OR STEEL GRATES MAY BE USED ON INLETS WITHOUT SLOTS WHERE BICYCLE TRAFFIC IS NOT ANTICIPATED. EITHER CAST IRON OR STEEL GRATES MAY BE USED ON ALL INLETS WITH NON-TRAVERSABLE SLOTS. SUBJECT TO THE SELECTION DESCRIED ABOVE, WHEN ALTERNATIVE G GRATE IS SPECIFIED IN THE PLANS, EITHER THE STEEL GRATE, HOT DIP GALVANIZED AFTER FABRICATION, OR THE CAST IRON GRATE MAY BE USED, UNLESS THE PLANS STIPULATE THE PARTICULAR TYPE. 4. RECOMMENDED MAXIMUM PIPE SIZES SHOWN ARE FOR CONCRETE PIPE. SIZE FOR OTHER TYPES OF PIPE MUST BE CHECKED FOR FIT. 5. ALL EXPOSED EDGES AND CORNERS SHALL BE ¾” CHAMFER OR TOOLED TO ¼” RADIUS. 6. CONCRETE INLET PAVEMENT TO BE USED ON INLETS WITHOUT SLOTS AND INLETS WITH NON-TRAVERSABLE SLOTS ONLY WHEN CALLED FOR IN THE PLANS; BUT REQUIRED ON ALL TRAVERSABLE SLOT INLETS. COST TO BE INCLUDED IN CONTRACT UNIT PRICE FOR INLETS. QUANTITIES SHOWN ARE FOR INFORMATION ONLY. 7. TRAVERSABLE SLOTS CONSTRUCTED IN EXISTING INLETS SHALL BE PAID FOR AS INLETS PARTIAL. FOR CONVERSION WORK AND METHOD OF PAYMENT SEE 'TRAVERSABLE SLOT INLETS (PARTIAL) FOR EXISTING INLETS'. 8. SODDING TO BE USED ON ALL INLETS NOT LOCATED IN PAVED AREAS AND PAID FOR UNDER CONTRACT UNIT PRICE FOR PERFORMANCE TURF, SY. 9. FOR SUPPLEMENTARY DETAILS SEE FDOT STANDARD INDEX DETAIL # 201. 10. ALL REINFOCING IS GRADE 60 BARS WITH 2” MIN. COVER UNLESS OTHERWISE NOTED. BARS TO BE CUT OR BENT FOR 1-1/2” CLEARANCE AROUND PIPE OPENING. PROVIDE ONE ADDITIONAL #4 BAR ABOVE AND AT EACH SIDE OF PIPE OPENING. FDOT TYPE 'C' INLET SCALE: N.T.S. CULVERT TYPE PER PLAN MITERED END SECTION 14 SIDE DITCH GRADE N.T.S. BIT. COATED CMP SHALL BE USED AT ALL M.E.S. SECTIONS FOR ADS CULVERTS CONC. JACKET OR OTHER APPROVED TRANSITION (FORMED METAL BAND) SHALL BE USED TO COUPLE THE PIPES. SEE FDOT INDEX NO. 272, 273 AS APPLICABLE FOR CONSTRUCTION DETAILS OF MITERED END. DETAILS, DIMENS., ETC. DEPEND ON TYPE AND DIA. OF PIPE. SIDE DRAINS: FDOT INDEX 273 CROSS DRAINS: FDOT INDEX 272 LIMITS OF SOD LIMITS OF SOD LIMITS OF SOD LIMITS OF SOD SOD ADJACENT TO ALL MITERED ENDS VARIES (8' MIN.) EDGE OF DRIVEWAY OR ROADWAY 5' 5' 5' VARIES (8' MIN.) CONSTRUCT 3' CONCRETE EXTENSION PER FDOT DESIGN INDEX #273, FOR SIDE DRAINS #4 BAR 6" 6" 6" 5' - 1 0 " C . I . P . 5' - 6 " P R E C A S T 4'-4" C.I.P. 4'-0" PRECAST 8"6" 4' - 6 " 4' - 6 " 8"6" 8" 6" 3'-0" 3'-0" 214" WA L L D E P T H V A R I E S (1 5 ' M A X . ) 8"6" 3" CL. 2" C L . 2" 5 3 4" C.I.P. 3 3 4" PRECAST 3'-0" 4'-4" C.I.P. 4'-0" PRECAST 214" 8" 6" C.I.P. PRECAST C.I.P. PRECAST CENTER OF BOX LOCATION REFERENCE 5 3 4" C.I.P. 3 3 4" PRECAST C.I.P. PRECAST EYEBOLT (SEE FDOT STANDARD DESIGN INDEX #201) #4 BARS @ 12" O.C. #4 BARS @ 12" O.C. (SHORT BARS) PLAN SECTION HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 3) WALL DEPTH SCHEDULE AREA (in.²/ft.) MAX. SPACING BARS WWF 0'-5'A12 0.20 12"8" 0'-7.5'A6 0.20 6"5" 7.5'-10'B5.5 0.24 5.5"5" 10'-15'C6.5 0.37 6.5"6" TYPE E RECOMMENDED MAXIMUM PIPE SIZE: 3'-0" WALL - 24" PIPE 4'-6" WALL - 36" PIPE 3'-4" 4' - 5 / 1 6 " 21 S P A C E S 22 B A R S TYPE E STEEL GRATE STRAIGHT BARS 2" x 14" RETICULINE BARS 1 14" x 3 16" BANDS 2" x 14" APPROX. WEIGHT 215 Lbs. NOTE : STEEL GRATES ARE REQUIRED ON INLETS WITH TRAVERSABLE SLOTS AND ON INLETS WHERE BICYCLE TRAFFIC IS ANTICIPATED BAND BAND GENERAL NOTES 1. THESE INLETS ARE SUITABLE FOR BICYCLE TRAFFIC AND ARE TO BE USED IN DITCHES, MEDIANS AND OTHER AREAS SUBJECT TO INFREQUENT TRAFFIC LOADINGS BUT ARE NOT TO BE PLACED IN AREAS SUBJECT TO ANY HEAVY WHEEL LOADS. THESE INLETS MAY BE PLACED IN AREAS SUBJECT TO OCCASIONAL PEDESTRIAN TRAFFIC SUCH AS LANDSCAPED AREAS AND PAVEMENT AREAS WHERE PEDESTRIANS CAN WALK AROUND THE INLET. 2. INLETS SUBJECT TO MINIMAL DEBRIS SHOULD BE CONSTRUCTED WITHOUT SLOTS. WHERE DEBRIS IS A PROBLEM INLETS SHOULD BE CONSTRUCTION WITH SLOTS. SLOTTED INLETS LOCATED WITHIN ROADWAY CLEAR ZONES AND AREAS SUBJECT TO PEDESTRIANS SHALL HAVE TRAVERSABLE SLOTS. THE TRAVERSABLE SLOT MODIFICATION IS NOT ADAPTABLE TO INLET TYPE H. SLOTS MAY BE CONSTRUCTED AT EITHER OR BOTH ENDS AS SHOWN ON PLANS. TRAVERSABLE SLOTS SHALL NOT HE USED IN AREAS SUBJECT TO OCCASIONAL BICYCLE TRAFFIC. 3. STEEL GRATES ARE TO BE USED ON ALL INLETS WHERE BICYCLE TRAFFIC IS ANTICIPATED. STEEL GRATES ARE TO BE USED ON ALL INLETS WITH TRAVERSABLE SLOTS. EITHER CAST IRON OR STEEL GRATES MAY BE USED ON INLETS WITHOUT SLOTS WHERE BICYCLE TRAFFIC IS NOT ANTICIPATED. EITHER CAST IRON OR STEEL GRATES MAY BE USED ON ALL INLETS WITH NON-TRAVERSABLE SLOTS. SUBJECT TO THE SELECTION DESCRIED ABOVE, WHEN ALTERNATIVE G GRATE IS SPECIFIED IN THE PLANS, EITHER THE STEEL GRATE, HOT DIP GALVANIZED AFTER FABRICATION, OR THE CAST IRON GRATE MAY BE USED, UNLESS THE PLANS STIPULATE THE PARTICULAR TYPE. 4. RECOMMENDED MAXIMUM PIPE SIZES SHOWN ARE FOR CONCRETE PIPE. SIZE FOR OTHER TYPES OF PIPE MUST BE CHECKED FOR FIT. 5. ALL EXPOSED EDGES AND CORNERS SHALL BE ¾” CHAMFER OR TOOLED TO ¼” RADIUS. 6. CONCRETE INLET PAVEMENT TO BE USED ON INLETS WITHOUT SLOTS AND INLETS WITH NON-TRAVERSABLE SLOTS ONLY WHEN CALLED FOR IN THE PLANS; BUT REQUIRED ON ALL TRAVERSABLE SLOT INLETS. COST TO BE INCLUDED IN CONTRACT UNIT PRICE FOR INLETS. QUANTITIES SHOWN ARE FOR INFORMATION ONLY. 7. TRAVERSABLE SLOTS CONSTRUCTED IN EXISTING INLETS SHALL BE PAID FOR AS INLETS PARTIAL. FOR CONVERSION WORK AND METHOD OF PAYMENT SEE 'TRAVERSABLE SLOT INLETS (PARTIAL) FOR EXISTING INLETS'. 8. SODDING TO BE USED ON ALL INLETS NOT LOCATED IN PAVED AREAS AND PAID FOR UNDER CONTRACT UNIT PRICE FOR PERFORMANCE TURF, SY. 9. FOR SUPPLEMENTARY DETAILS SEE FDOT STANDARD INDEX DETAIL # 201. 10. ALL REINFOCING IS GRADE 60 BARS WITH 2” MIN. COVER UNLESS OTHERWISE NOTED. BARS TO BE CUT OR BENT FOR 1-1/2” CLEARANCE AROUND PIPE OPENING. PROVIDE ONE ADDITIONAL #4 BAR ABOVE AND AT EACH SIDE OF PIPE OPENING. FDOT TYPE 'E' INLET SCALE: N.T.S. HORIZONTAL WALL REINF. (SEE TABLE 3) GRATE 3'-4" 2" 2" 1'-5"2"2 12" 4' - 4 " 4' - 4 " 2 18" 1 3 4" 3 4" 3'-4" 2" 1 12"2"1 12" 2 12" TYPE E CAST IRON GRATE APPROX. WEIGHT 465 Lbs. 1'-5" 5'-4" C.I.P. 5'-0" PRECAST 3' - 1 0 " C . I . P . 3' - 6 " P R E C A S T 5"3" C. I . P . PR E C A S T 5"3" C. I . P . PR E C A S T 8" 6" 4'-0" 4'-0" 8" 6" C.I.P. PRECAST CENTER OF BOX LOCATION REFERENCE 3" 2' - 6 " 2" C L E A R 3" CLEAR EYEBOLT (SEE FDOT STANDARD DESIGN INDEX #201) B B A A PLAN 6" M I N . MI N . F U L L WA L L T H I C K N E S S 3" M I N . (T Y P . ) 6" MIN.6" M I N . MI N . F U L L WA L L T H I C K N E S S 1- 1 / 2 " C L . 1-1/2" CL. PIPE MASONRY SEAL FOR PRECAST INLETS SEE FDOT INDEX #201 1 - EXTRA #4 BAR EACH SIDE AND ABOVE PIPE OPENINGS PIPE OPENING SCHEMATIC SECTION AA SECTION BB SECTION CC SECTION DD #4 BARS @ 12" O.C. #4 BARS @ 11" O.C. (8" SLAB) OR 8" O.C.(PRECAST 6" SLAB)#4 BARS @ 12" O.C. 4'-0" 3- 5 / 1 6 " 3/4" CHAMFER OR RADIUS 3/4" CHAMFER OR RADIUS 8" 6" C.I.P. PRECAST 8" 6"3" CLEAR 3" CLEAR #4 BARS @ 12" O.C.WA L L D E P T H V A R I E S (1 5 ' M A X . ) CO N S T R U C T I O N J O I N T S PE R M I T T E D B E T W E E N T H E S E LI M I T S - S E E F D O T I N D E X # 2 0 1 FO R M I N . D I M E N S I O N S 8"6" PR E C A S T OR C . I . P . PR E C A S T HORIZ. WALL REINFORCING (SEE TABLE 1) 3/4" CHAMFER OR RADIUS 3/4" CHAMFER OR RADIUS 3'-0" 3'-0" 5" 3" 5" 3"2'-11" C.I.P. PRECAST C.I.P. PRECAST 8" 6" 8" 6" 2'-6" 2'-6" 8"6" PR E C A S T OR C . I . P . PR E C A S T #4 BARS @ 12" O.C. 9" 3" M I N . 2" CL. 3" CL. 12" 2" C L . 3'-10 3/8" (18 SPACES, 19 BARS) 3x3x5/16 3x3x5/16 C CD 2' - 1 1 " TYPE F STEEL GRATE STRAIGHT BARS 3" x 14" RETICULINE BARS 2" x 316" SOD 3" CONCRETE PAVEMENT SOD 2' 2' 2' 2' SOD ONLY PAVEMENT AND SOD 1'-6" 1' - 6 " NOTES 1. PAVEMENT AND/OR SOD TO BE USED ONLY WHERE CALLED FOR IN THE PLANS. 2. COST OF PAVING TO BE INCLUDED IN COST OF INLET. PAVEMENT AND SODDDING INLET SOD SY F 6 INLET SOD SY PAVMT CY* F 0.34 9 * FOR ESTIMATING PURPOSED ONLY HORIZONTAL WALL REINFORCING SCHEDULES TYPE 'F' INLET (TABLE 1) WALL DEPTH SCHEDULE AREA (in.²/ft.) MAX. SPACING BARS WWF 0'-4'A12 0.20 12"8" 4'-7'A6 0.20 6"5" 7'-12'B5.5 0.24 5.5"5" 12'-15'SPECIAL 1 0.27 5"4" RECOMMENDED MAXIMUM PIPE SIZES INLET INSIDE WIDTH PIPE SIZE 2'-6" (TYPE F)18" 4'-0" (TYPE F)30" NOTE: RECOMMENDED SIZES ARE FOR CONCRETE PIPE. SIZES FOR OTHER TYPES OF PIPE MUST BE VERIFIED FOR FIT IN ACCORDANCE WITH FDOT STANDARD INDEX #201, FOR LARGER PIPE SIZES SEE NOTE #3. GENERAL NOTES 1. THESE INLETS ARE DESIGNED FOR USE IN DITCHES, MEDIANS, PAVEMENT AREAS, OR OTHER AREAS SUBJECT TO HEAVY WHEEL LOADS, MINIMAL DEBRIS, AND BICYCLE TRAFFIC. THIS INLET MAY BE PLACED IN AREAS SUBJECT TO OCCASIONAL PEDESTRIAN TRAFFIC SUCH AS LANDSCAPED AREAS AND PAVEMENT AREAS WHERE PEDESTRIANS CAN WALK AROUND THE INLET. WHEN INLET IS PLACED IN AREAS SUBJECT TO BICYCLE TRAFFIC, INSTALL FILLER BAR WHEN CLEARANCE OR GAP IS GREATER THAN 1" AS SHOWN IN FDOT STANDARD INDEX #218 INSET B. 2. WHEN ALTERNATE G GRATE IS SPECIFIED IN PLANS, THE GRATE IS TO BE HOT DIP GALVANIZED AFTER FABRICATION. 3. THESE INLETS MAY BE USED WITH ALTERNATE B STRUCTURE BOTTOMS, FDOT STANDARD INDEX #200. THE INLET AND BOTTOM COMBINATIONS ARE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR INLETS (DT BOT) (TYPE F)(J BOT, DEPTH) EA. 4. ALL EXPOSED EDGES AND CORNERS SHALL BE ¾” CHAMFER OR TOOLED TO ¼” RADIUS. 5. FOR SUPPLEMENTAL DETAILS, SEE FDOT STANDARD INDEX #201. 6. ALL REINFOCING IS GRADE 60 BARS WITH 2” MIN. COVER UNLESS OTHERWISE NOTED. BARS TO BE CUT OR BENT FOR 1-1/2” CLEARANCE AROUND PIPE OPENING. PROVIDE ONE ADDITIONAL #4 BAR ABOVE AND AT EACH SIDE OF PIPE OPENING. 7. ALL DIMENSIONS ARE FOR BOTH PRECAST AND CAST-IN-PLACE INLETS UNLESS OTHERWISE NOTED.FDOT TYPE 'F' INLET SCALE: N.T.S. 3x3x5/16 3/4" NOTCH PERMITTED (AT THE OPTION OF THE MANUFACTURER)5/16 5/16 RE V . P E R 0 1 / 1 3 / 2 5 C O S C O M M E N T S 1 01 / 1 7 / 2 5 RE V . P E R F D O T C O M M E N T S 2 05 / 1 5 / 2 5 RE V . P E R F D O T 0 6 / 0 6 / 2 5 C O M M E N T S 3 07 / 1 0 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 4 07 / 1 6 / 2 5 1/7/2026 X 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m PA V I N G A N D GR A D I N G D E T A I L S CO N T . (PAVED AREAS) TRENCH DETAIL (UNPAVED AREAS) N.T.S. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL SUBSEQUENT BACKFILL: MATERIAL SHALL MEET THE SAME REQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BE BACKFILLED AND COMPACTED (MECHANICALLY) IN 12" LIFTS, AND THE MAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTS SHALL BE 2 INCHES. INITIAL BACKFILL: TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 112 INCHES IN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4" LIFTS UP TO THE SPRINGLINE OF THE PIPE, AND IN 6" LIFTS TO A POINT 12" ABOVE THE TOP OF PIPE. NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIAL BACKFILL. IF IN THE OPINION OF THE ENGINEER, THE TYPE 2 MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE 3 BACKFILL: SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC MATERIAL WITH LESS THAN 3% FINES PASSING A NO. 200 SIEVE. MAX. WATER LEVEL ALLOWABLE DURING CONSTRUCTION UNDISTURBED SOIL 6" MAX. LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION 12" MIN. TRENCH WIDTH 'W' + 4' MIN. SURFACE RESTORATION 1. 0 ' 2. 0 ' 36 " C L E A R CO V E R ( M I N . ) 12 " 4" LAYERS AT 98% BOTTOM OF TRENCH TO BE CLASS 'C' BEDDING - HAND SHAPED TO PROVIDE FIRM BEDDING OF THE UNDISTURBED EXISTING SOIL FOR THE PIPE. IN THE JUDGEMENT OF THE ENGINEER, IF THE SOILS ENCOUNTERED ARE UNSUITABLE TO ACT AS A FOUNDATION FOR THE PIPE, THEN THE CONTRACTOR SHALL EXCAVATE AND BACKFILL WITH CLASS 'B' BEDDING MATERIAL, WHICH SHALL CONSIST OF EITHER: - TYPE 1 BACKFILL: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71A, GRADATION 67) - 34" TO NO. 4 SIEVE. - TYPE 3 BACKFILL: SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3% FINES PASSING THE NO. 200 SIEVE. 6" 12" PIPE O.D.12" TRENCH WIDTH 'W' 12 " NOTES: 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.) 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH LOCAL PUBLIC WORKS / F.D.O.T. STANDARDS. 6. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 112" SP-9.5 (MIN.) BUT SHALL MATCH EXISTING PAVEMENT THICKNESS, UP TO 312" (MAX). REPLACEMENT LIMEROCK BASE IN 3 LIFTS AT 98% COMPACTION MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL SUBSEQUENT BACKFILL: MATERIAL SHALL MEET THE SAME REQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BE BACKFILLED AND COMPACTED (MECHANICALLY) IN 12" LIFTS, AND THE MAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTS SHALL BE 2 INCHES. INITIAL BACKFILL: TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 112 INCHES IN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4" LIFTS UP TO THE SPRINGLINE OF THE PIPE, AND IN 6" LIFTS TO A POINT 12" ABOVE THE TOP OF PIPE. NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIAL BACKFILL. IF IN THE OPINION OF THE ENGINEER, THE TYPE 2 MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE 3 BACKFILL: SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC MATERIAL WITH LESS THAN 3% FINES PASSING A NO. 200 SIEVE. MAX. WATER LEVEL ALLOWABLE DURING CONSTRUCTION UNDISTURBED SOIL 12" PIPE O.D.12" TRENCH WIDTH 'W' 6" MAX. LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION 4" LAYERS AT 98%6" 12 " 12 " 2 x T 36 " C L E A R CO V E R ( M I N . ) T TRENCH WIDTH 'W' + 4' MIN. SURFACE RESTORATION 6" MIN. MECHANICALLY SAW EXISTING PAVEMENTEXISTING BASE BOTTOM OF TRENCH TO BE CLASS 'C' BEDDING - HAND SHAPED TO PROVIDE FIRM BEDDING OF THE UNDISTURBED EXISTING SOIL FOR THE PIPE. IN THE JUDGEMENT OF THE ENGINEER, IF THE SOILS ENCOUNTERED ARE UNSUITABLE TO ACT AS A FOUNDATION FOR THE PIPE, THEN THE CONTRACTOR SHALL EXCAVATE AND BACKFILL WITH CLASS 'B' BEDDING MATERIAL, WHICH SHALL CONSIST OF EITHER: - TYPE 1 BACKFILL: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71A, GRADATION 67) - 34" TO NO. 4 SIEVE. - TYPE 3 BACKFILL: SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3% FINES PASSING THE NO. 200 SIEVE. NOTES: 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.) 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH LOCAL PUBLIC WORKS / F.D.O.T. STANDARDS. 6. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". RE V . P E R 0 1 / 1 3 / 2 5 C O S C O M M E N T S 1 01 / 1 7 / 2 5 RE V . P E R F D O T C O M M E N T S 2 05 / 1 5 / 2 5 RE V . P E R F D O T 0 6 / 0 6 / 2 5 C O M M E N T S 3 07 / 1 0 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 4 07 / 1 6 / 2 5 1/7/2026 X SOLID LINE WITH SKIP 6" YELLOWMD/Y RPMs 40' 40' Y/Y RPMs 6" YELLOW (10' - 30') 15' THERMOPLASTIC GORE Y/Y RMPs (TYP)MEDIAN OR ISLAND 6" YELLOW 6" YELLOW6" DOUBLE YELLOW 6" DOUBLE YELLOW 18" YELLOW 40' RADIUS CROSSWALK & STOP BAR PLACEMENTTAPER ACROSS SIDE STREET OR MAJOR DRIVE NOTE: HANDICAP OR WHEEL CHAIR ACCESS RAMPS DICTATE TYPICAL CROSSWALK PLACEMENT STANDARD CROSSWALKS SHALL BE INSTALLED AT SIGNALIZED OR STOP SIGN CONTROLLED INTERSECTIONS AS PER DESIGN 4'-0" 6' TO 10' INSIDE PER PLAN SHOULDER STANDARD CROSSWALK SHOULDER 2' GAP MIN. F I A E C C E C SIDE STREET OR COMMERCIAL DRIVEWAY 80'-0" MIN. AM MA A K K G J J E K SEE NOTE 5 & 6 800 700 CHART #1 DISTANCE (X) 600 550 500 LENGTHS OF APPROACH STRIPING (FT.) CROSS HATCHED LINES DISTANCE BETWEEN > 50 45 < 40 40 30 20 LIMIT (M.P.H.) POSTED SPEED Z (FT.) CHART #2 30 40 35 SPEED TURNING VEHICLES PER HOUR 465 485 545 600 665 390 410 470 525 590 >541 TURNING VEHICLES PER HOUR >301 35 40 450 450 450 450 450 450 450 450 450 450450 450 DUAL TURN LANE STORAGE (MIN.- FT) 241-300 91-120 MPH 45 50 55 450 450 490 450 450 515 0-240 MPH 35 40 45 50 55 280 280 280 280280 280 280 280 295 61-90 300 365 30-60 325 390 350 415 361-420 475 450 540 450 500 565 CHART #4 301-360 495 550 615 525 470 590 421-480 481-540 285 345 280 280 280 320 310 290 370 400 465 151-180 375 440 121-150 425 490 181-210 340 360 420 335 315 395 385 365 445 475 540 241-270 450 515 211-240 500 565 271-300 SINGLE TURN LANE STORAGE (MINIMUM - FT) CHART #3 CHART #3 NOTES: CHART #4 NOTES: 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 50' SHADOW. 2. APPLIES TO RIGHT OR LEFT TURN LANES, SIGNALIZED OR UNSIGNALIZED. 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT; STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY 2 MINUTES. 5. 6' - 10' WHITE SKIP LINE LENGTH = 180' 6. USE OF SINGLE LEFT TURN FOR VOLUMES IN EXCESS OF 250 REQUIRES APPROVAL FROM THE COUNTY TRAFFIC ENGINEER. 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 100' SHADOW. 2. APPLIES TO RIGHT OR LEFT TURN LANES. 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT; STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY 2 MINUTES, AT 95% LEVEL OF CONFIDENCE. 5. ASSUMES 50% - 50% LANE DISTRIBUTION. 6. 6' - 10' WHITE SKIP LINE LENGTH = 250'. 900 1000 1100 40' DOUBLE SOLID LINE A A K Q DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC DI R E C T I O N OF T R A F F I C DI R E C T I O N OF T R A F F I C DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC 8" (TYP.) Y/Y RPMs Y/Y RPMs (TYP.) 18" YELLOW (TYP.) 6" DOUBLE YELLOW 6" DOUBLE YELLOW "Y" (TYP.) "Y" (TYP.) VARIES (4'-0" TO 8'-6") RPM PLACEMENT AT TRAFFIC SEPARATORS - DETAIL 'K' POSTED SPEED LIMIT (MPH) "Y" (FEET) 30 OR LESS 10 35 20 40 20 45 30 50 OR MORE 40 LEGEND: Y/Y = YELLOW/YELLOW RPM (FDOT STANDARD PLANS, INDEX 706-001, LATEST EDITION) 6" DOUBLE YELLOW 8" (TYP.) 6' TYP RPM PLACEMENT AT MEDIAN OPENINGS - DETAIL 'A' (FDOT STANDARD PLANS, INDEX 706-001, LATEST EDITION) 1. THERMOPLASTIC SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SEE SECTION 711. MINIMUM THICKNESS SHALL BE 90MILS (ALKYD ONLY), EXTRUDED ONLY, LEADED MATERIAL ONLY, ON ALL COUNTY MAINTAINED ROADWAYS. 2. EXISTING ROAD SURFACE SHALL BE OVERLAID THROUGHOUT THE LIMITS OF CONSTRUCTION, IF THE EXISTING PAVEMENT MARKINGS ARE INCONSISTENT WITH THOSE PROPOSED, UNLESS OTHERWISE APPROVED BY CITY OF SEBASTIAN TRAFFIC ENGINEERING. 3. THERMOPLASTIC SHALL BE USED UNLESS OTHERWISE APPROVED BY CITY OF SEBASTIAN TRAFFIC ENGINEERING. 4. ALL PAVEMENT MARKINGS SHALL BE INSTALLED OR REPLACED ON EACH APPROACH WITH THE SAME MATERIAL USED AT THE TRANSITION, CONSTRUCTED FOR A DISTANCE PER PLAN NOTES TO CONFORM WITH EXISTING ROADWAY DESIGN AS APPROVED BY CITY OF SEBASTIAN TRAFFIC ENGINEERING (M.U.T.C.D.3B-5). 5. SPEED EQUALS POSTED SPEED IN M.P.H. OR DESIGN SPEED, WHICHEVER IS GREATER. 6. DIMENSIONS AND GEOMETRIC LAYOUTS INDICATED IN THIS DOCUMENT REPRESENT MINIMUM REQUIREMENTS AND DO NOT SUPERCEDE THE NEED FOR FURTHER ENGINEERING DESIGN TO MEET THE NEEDS OF SPECIFIC PROJECTS. 7. PAVEMENT MARKING INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE M.U.T.C.D. & F.D.O.T. STANDARD PLANS FOR ROAD CONSTRUCTION (LATEST EDITION). 8. ALL EXISTING ABOVE GROUND UTILITIES AND ANY OBJECTS WITHIN THE RIGHT-OF-WAY OR ROADSIDE CLEAR ZONE, WHICHEVER IS GREATER (WITHIN THE LIMITS OF CONSTRUCTION), SHALL BE SHOWN ON THE PAVEMENT MARKING PLANS. 9. WHEN USING CHARTS BELOW, DESIGN SPEED SHALL BE SHOWN ON THE PLANS. 10. TRANSITION FROM PAVED SHOULDER TO EXISTING PAVEMENT EDGE SHALL BE 30:1. 11. IF EXISTING PAVEMENT MARKING MATERIAL IS NOT COMPATIBLE WITH ALKYD THERMOPLASTIC, IT SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK. 12. DISTANCE BETWEEN STOP BAR AND CROSSWALK SHALL BE A MINIMUM OF 4 FEET. 13. ANY PAVEMENT WIDENING, TURNOUTS, AND STREET IMPROVEMENTS WITHIN DISTANCE (X) (SEE CHART #1 BELOW), SHALL BE SHOWN ON THE PLANS. 14. 2' SHOULDERS SHALL BE USED ON NON-THOROUGHFARE PLAN ROADWAYS. 4' SHOULDERS SHALL BE USED ON THOROUGHFARE PLAN ROADWAYS. 15. THERMOPLASTIC SHALL NOT BE INSTALLED ON ROADWAY UNTIL FIVE CALENDAR DAYS AFTER THE FINAL LIFT OF ASPHALT HAS BEEN COMPLETED, WITH THE EXCEPTION OF FRICTION COURSE #2, WHICH SHALL BE 30 DAYS OR AS SPECIFIED BY CITY OF SEBASTIAN TRAFFIC ENGINEERING. 16. ALL PAVEMENT MARKINGS SHALL HAVE REFLECTIVITY OF NOT LESS THAN 350 MINI-CANDLES AT INSTALLATION. 17. ALL LONGITUDINAL PAVEMENT MARKINGS SHALL BE 6" WIDE, UNLESS OTHERWISE NOTED, PER F.D.O.T. STANDARD PLANS FOR ROAD CONSTRUCTION OR CITY OF SEBASTIAN DESIGN STANDARDS. 18. IF THE PROPOSED TRANSITION FALLS WITHIN DISTANCE (X) (SEE CHART #1, BELOW), OF AN EXISTING TURN LANE TRANSITION, THE AREA BETWEEN TRANSITIONS SHALL BE CONSTRUCTED AS A CONTINUOUS WIDENED SECTION, FOR GEOMETRIC CONTINUITY. 19. VARIATIONS FROM THIS STANDARD SHALL BE APPROVED BY CITY OF SEBASTAIN TRAFFIC ENGINEERING. 20. ALL PAVEMENT MARKING DIMENSIONS MEASURE TO THE CENTER OF THE PAVEMENT MARKING LINE. 21. ALL PAVEMENT MARKINGS SHALL BE SHOWN TO SCALE ON THE PLANS. 22. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE APPROVED BY CITY OF SEBASTIAN TRAFFIC ENGINEERING BEFORE INSTALLATION. 23. ALL MARKERS SHALL BE CLASS "B" AS PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SECTION 706. 24. FOR TWO LANE ROADWAYS, DOUBLE YELLOW CENTERLINE (RUN BACK) SHALL BE INSTALLED AT INTERSECTIONS AS FOLLOWS: MINIMUM OF50' FOR LOCAL STREETS AND 100' FOR THOROUGHFARE PLAN ROADWAYS. 25. INDICATES TRAFFIC FLOW (NOT A PAVEMENT MARKING). 26. REFLECTORS SHALL BE PLACED AT EACH CROSS HATCH. SPACING VARIES WITH SPEED AS SHOWN ON THIS TYPICAL DETAIL. 27. EPOXY SHALL BE USED WHEN INSTALLING R.P.M.'S ON CONCRETE. NO BITUMINOUS ADHESIVE SHALL BE USED TO SECURE R.P.M.'S. THERMOPLASTIC OR EPOXY SHALL BE USED ON ASPHALTIC SURFACES. 28. RPMS SHALL BE SET ON BRIDGE DECK AND AT EDGE LINES IN ADVANCE OF BRIDGE FOR A DISTANCE OF (X) FEET. (SEE CHART #1, BELOW). 29. R.P.M. 'S ARE TO BE PLACED 1" (INCH) TO THE RIGHT OR LEFT OF THE LINE, AS APPROVED BY THE COUNTY. 30. ' ' OR 'F.D.P'. DENOTES FLEXIBLE DELINEATOR POST. 31. ALL PAVEMENT MARKING MATERIAL SHALL BE ON THE APPROVED DEPARTMENT OF TRANSPORTATION "QUALITY PRODUCTS LIST" (QPL) AND APPROVED BY I.R.C. ENGINEERING, BEFORE INSTALLATION ON COUNTY ROADWAYS. 32. REMOVAL OF PAVEMENT MESSAGES SHALL BE IN BLOCK STYLE SUCH THAT THE MESSAGE IS NO LONGER DISCERNABLE. IN ADDITION, ALL PAVEMENT MARKINGS SHALL BE REMOVED BY MECHANICAL GRINDING, HYDRO-BLASTING, OR AS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE. 33. LANE LINE RPM'S ON THE 4 (OR MORE) LANE PORTION OF ANY MEDIAN-DIVIDED ROADWAY SHALL BE BI-DIRECTIONAL WHITE/RED (SEE STRIPING KEY "T"). ALL OTHER ROADWAYS, INCLUDING THOSE WITH BI-DIRECTIONAL CENTER LEFT TURN LANES, SHALL USE MONO-DIRECTIONAL WHITE RPMS. 34. ALL PAVEMENT MARKINGS AND REFLECTIVE PAVEMENT MARKERS SHALL BE IN ACCORDANCE WITH CITY OF SEBASTIAN TYPICAL DRAWINGS, THE MOST RECENT VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE F.D.O.T. STANDARD PLANS FOR ROAD CONSTRUCTION. TYPICAL TURN LANE ARROW 100 FT MAXIMUM DISTANCE BETWEEN ARROWS LEFT AND RIGHT TURN LANES STRIPING KEY 3'-4" 2'-8" 6'-7" 15" 8' - 3 " 5' - 0 " 23 " 20 " A = 6" SOLID WHITE B = 8" SOLID WHITEC = 12" SOLID WHITED = 18" SOLID WHITEE = 24" SOLID WHITEF = 6" SKIP WHITE TYP (10'-30')G = 6" SKIP WHITE TYP (6'-10') H = 6" SKIP WHITE TYP (2'-4') I = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOWL = 6" SKIP YELLOW TYP (10'-30')M = 6" SKIP YELLOW TYP (6'-10')N = 6" SKIP YELLOW TYP (2'-4')P = RPM MONO-DIRECTIONAL WHITE/MONOQ = RPM BI-DIRECTIONAL AMBER/AMBERR = FDP WHITES = FDP YELLOWT = RPM BI-DIREC. WHITE/RED NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST. 4' - 0 " 6' T O 1 0 ' IN S I D E PE R P L A N 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m LA S T S A V E D : 7 / 1 7 / 2 0 2 5 2 : 1 6 : 5 1 P M ; S A V E D B Y : L I L L Y ; D R A W I N G : J : \ 2 0 2 2 \ 2 2 - 0 3 1 M A X W E L L 6 0 0 S C H U M A N N D R C 3 D \ P R O D U C T I O N D R A W I N G S \ P R E L I M I N A R Y P L A T \ 2 2 - 0 3 1 C - 5 1 7 T Y P I C A L P A V E M E N T M A R K I N G D E T A I L S . D W G ; P L O T D A T E : 1 / 7 / 2 0 2 6 2 : 5 6 : 2 9 P M ; P L O T T E D B Y : L I L L Y MA X W E L L - S C H U M A N N CO M M E R C I A L S / D SE B A S T I A N , F L O R I D A CI T Y O F S E B A S T I A N 08 / 1 2 / 2 4 N. T . S . JW S LF JW S TY P I C A L P A V E M E N T MA R K I N G D E T A I L S C-517 22-031 STOPANY ST. STOP CHANNEL POST#5 ANY ST. STOP GENERAL SPECIFICATIONS: (UNCURBED SECTION) NOTE: IN ACCORDANCE WITH SECTION 2D.38 OF THE M.U.T.C.D., WHEN A STREET INTERSECTS WITH A MULTILANE ROADWAY OR THE ADJACENT STREET POSTED SPEED LIMIT IS GREATER THAN OR EQUAL TO 40 MPH, STREET NAME SIGNS ARE REQUIRED TO HAVE A 12" HIGH BLANK WITH 8" HIGH CAPITAL LETTERS OR 6" HIGH LOWER CASE LETTERS. WHEN THE SPEED LIMIT IS LESS THAN 40 MPH, STREET NAME SIGNS ARE REQUIRED TO HAVE AN 8" HIGH BLANK WITH 6" HIGH CAPITAL LETTERS OR 4.5" HIGH LOWER CASE LETTERS. NOTE: IN ACCORDANCE WITH SECTION 2D.38 OF THE M.U.T.C.D., WHEN A STREET INTERSECTS WITH A MULTILANE ROADWAY OR THE ADJACENT STREET POSTED SPEED LIMIT IS GREATER THAN OR EQUAL TO 40 MPH, STREET NAME SIGNS ARE REQUIRED TO HAVE A 12" HIGH BLANK WITH 8" HIGH CAPITAL LETTERS OR 6" HIGH LOWER CASE LETTERS. WHEN THE SPEED LIMIT IS LESS THAN 40 MPH, STREET NAME SIGNS ARE REQUIRED TO HAVE AN 8" HIGH BLANK WITH 6" HIGH CAPITAL LETTERS OR 4.5" HIGH LOWER CASE LETTERS. POST: STEEL FLANGED CHANNEL POST W/ GALVANIZED FINISH PER A.S.T.M.-A-123 ; MIN. WEIGHT: TWO LBS. PER FOOT, 7/16 " DIA. HOLES, 1" APART TOP TO BOTTOM. A CONCRETE FOOTER IS NOT REQUIRED UNLESS IT IS SHOWN ON THE PLAN. 7' 3' SI G N 12' FROM EDGE OF ROAD 7' 3' NO T L E S S T H A N 7 ' 3' 2' BLADES POST 3' 7' 30 " POST: 2"X2" 12 GAUGE GALVANIZED SQUARE TUBING SIGN POST WITH OPEN HOLES & GALVANIZED FINISH PER A.S.T.M. -A-123. WITHOUT ANCHOR PLATES. ANCHOR BASES SHALL BE 2.25"X2.25" 12 GAUGE GALVANIZED SQUARE TUBING WITH OPEN HOLES. SIGN: R1-1 MUTCD - 30" X 30" (DIAMOND GRADE DG3 REFLECTIVE SHEETING MANUFACTURED BY 3M COMPANY OR APPROVED EQUIVALENT). LOCATION: ONE PER INTERSECTION AS INDICATED ON THE PLANS. * AT RADIUS WHEN POSSIBLE TYPICAL STOP SIGN PLACEMENTEXTRUDED BLADE SECTION 12 ' M I N . 50 ' M A X . 12' 1/4" 3/32" 23 / 3 2 " 3- 3 / 4 " 6" 5/8" R. 5/8" R. RE V . P E R 0 1 / 1 3 / 2 5 C O S C O M M E N T S 1 01 / 1 7 / 2 5 *ALL SIGNING AND PAVEMENT MARKINGS WITHIN FDOT R/W MUST CONFORM WITH FDOT STANDARD PLANS, LATEST EDITION.2 22 2 2 RE V . P E R F D O T C O M M E N T S 2 05 / 1 5 / 2 5 RE V . P E R F D O T 0 6 / 0 6 / 2 5 C O M M E N T S 3 07 / 1 0 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 4 07 / 1 6 / 2 5 X 1/7/2026 3 6 5 ' ± T O N E X T D R I V E W A Y 10' D R A I N A G E EASEM E N T 25' A . E . & U. E . EXISTING WATER MAIN EXISTING FORCEMAIN CONST. DBL WATER SERVICE (2") 5' U. E . 5'x10' U.E. 24"x4"TAPPING SLEEVE AND 4" GATE VALVE CONST. 78 LF 4" F.M. H.D.P.E. DIRECTIONAL BORE 5'x20' U.E. CONST. FHA OUTFALL - CONNECT TO FDOT DRAINAGE INFRASTRUCTURE 5'x10' U.E. 6"x4" F.M. TAPPING SLEEVE AND 4" G.V. CONST. 41 LF 4" PVC F.M. EXIST FHA 4" G.V. - SERVICE POINT FOR FUTURE PRIVATE LIFT STATION CONNECTION REMOVE EXISTING MEDIAN AND CONST. 12' LEFT TURN LANE 12 ' R25' F CURB CR-G CR-G CONST. 10"x6" TAPPING SLEEVE AND G.V. 60' 60' PRMPRM PRM PR M PR M P R M PRM PRM P R M PR M R2 5 ' OPEN CUT/ REPLACE/ RECONSTRUCT PAVEMENT GRADE SWALE CONST. 6' S/W CONST. 6' S/W 10.6'± 9.1'± 9.6'± 9.5'± 10.1'±10.7'± 9.2'± 10.9'± 11.1'± 10.3'± 10.15'± 10.2'± INV.= 8.50' 11.2'± 10.0'± 10.3'± 10.2'± GRADE TEMPORARY SWALE FUTURE DRAINAGE PIPE 5' S/W EASEMENT (TO C.O.S.) 9.3'± 8.8'± 9.1'± 9.3'± 9.6'± 8.8'± 9.0'± 9.3'± 9.2'± 9.0'± 9.4± CONST. 5' S/W 10' D.E. 8.3'± 8.7'± 8.7'± 9.3'± 8.3'± 10.4'± FUTURE DRAINAGE PIPES CNST. 38 LF 18" ADS CONST. 62 LF 18" ADS CNST. 42 LF 18" ADS FUTURE CATCH BASIN CONST. DRY RETENTION 10.1'± 10.2'± EXTEND S/W TO FEC R/R (FINAL PLANS TO BE SUBMITTED W/ S/D CONSTRUCTION DRAWINGS) 8.9'± 8.7'± 10.9'± 8.6'± 4" G.V. SERVICE POINT FOR FUTURE PRIVATE LIFT STATION CONNETION 9.1'± 9.2'± 8.95'± 8.75'± 8.75'± 1 6 ' 2 0 9 . 1 5 ' REMOVE SOLID WHITE MARKINGS, CONST. 2'-4' SKIP WHITE 4 1 . 1 9 ' 13.5'± 12.25 14.69'± 13.0 12.84'± 12.34 11.0'± 10' L.S. 10' L . S . 10' L . S . 10' L.S . 10' L.S . 10 ' L . S . 10' L . S . D R A W I N G D A T E D E S I G N E D D R A W N C H E C K E D S C A L E R E V I S I O N M A R K D A T E 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m ENGINEER CERTIFICATION DATE: FL. REG. NO. 47048 SHEET FL. REG. NO. 57605WILLIAM P. STODDARD JODAH B. BITTLEFL. REG. NO. 57396 JOSEPH W. SCHULKE PROJECT NO. 04 / 1 2 / 2 0 2 3 J. W . S . WJ F J. W . S . 1" = 3 0 ' - 0 " LOCATION MAP N SITE H I G H W A Y U S 1 SCHUMANN DR. F L O R I D A E A S T C O A S T R . R . SCHUMANN D R . H I G H W A Y U S 1 LOT 1 0.65 AC FUTURE DEV. 0.48 AC (20,856 SF) IMPERVIOUS ASSUMED LOT 2 1.31 AC FUTURE DEV. 0.83 AC (35,940 SF) IMPERVIOUS ASSUMED A C-501 B C-501 D C-50 1 C C-5 0 1 1 C-500 E C-501 TREE LEGAND - OAK TO REMAIN (8 TREES) - OAK TO REMOVE (12 TREES) (SEE SHEET C-200, C-300, C-500) - OAK TO RELOCATE (0 TREES) (SEE SHEET C-200, C-300, C-500) - CABBAGE PALM TO REMAIN (19 TREES) - CABBAGE PALM TO REMOVE (3 TREES) (SEE SHEET C-200, C-300, C-500) - CABBAGE PALM TO RELOCATE (21 TREES) (15 OFF-SITE) - SCHUMANN PARK (6 ONSITE) (SEE SHEET C-200, C-300, C-500) - PINE TREE - PINE TREE TO REMOVE (1 TREE) (SEE SHEET C-200, C-300, C-500) - TREE PROTECTION BARRIER - RELOCATED CABBAGE PALMS (21 FROM ONSITE) - 6 ONSITE LOCATION - 15 TO SCHUMANN PARK - PROPOSED OAK TREE (12 TREE) - PROPOSED SHRUB (344 SHRUBS) - EXISTING TREE IN MEDIAN TO REMAIN (5 TREES) MITIGATION REQUIRED - SPECIMEN TREES TO BE REMOVED: >10" = 12 TREES - REPLACE WITH (12) TREES: 12' HEIGHT/ 2 12" DIA. RE V . P E R F D O T 0 6 / 0 6 / 2 5 C O M M E N T S 01 / 1 7 / 2 5 LANDSCAPE MATERIAL STANDARDS & NOTES: 1. QUALITY: PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, AS GIVEN IN THE MOST CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS" PART I AND PART II, STATE OF FLORIDA. 2. TREES: A. TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN TWENTY (20) FEET OR GROUPED TO FORM THE EQUIVALENT OF A TWENTY (20) FEET MATURE SPREAD OF CROWN. B. ALL TREES SHALL BE SPECIES WHICH CAN BE MAINTAINED WITH OVER 6 FEET OF CLEAR TRUNK SPACE. C. PALMS SHALL BE CONSIDERED TREES AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN THIRTY-FIVE (35) PERCENT OF THE TOTAL NEW TREE REQUIREMENT. D. TREE SPECIES SHALL BE A MINIMUM OF TWELVE (12) FEET OVERALL. WITH A MINIMUM SPREAD OF 5' AND 2-1/2" DIAMETER AT THE TIME OF PLANTING. 3. GRASS / GROUND COVER: ALL UN-PAVED AREAS EXCEPT PLANTERS , MULCHED LANDSCAPE BEDS, TO BE SODDED (BAHIA). ALL UNPAVED AREAS OTHER THAN GRASSED AREAS SHALL BE COVERED W/ MULCH OR SUITABLE NON-LIVING OR VEGETATIVE GROUND COVER. NO MORE THAN 50% GRASS SHALL BE UTILIZED IN REQUIRED LANDSCAPE AREAS. 4. CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE ENGINEER FOR APPROVAL AND TO THE BUILDING DEPARTMENT FOR PERMIT PRIOR TO COMMENCEMENT OF LANDSCAPE INSTALLATION. 5. IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS: A. GRASS AREA SHALL BE IN HIGH USAGE ZONES. B. TREES & SHRUBS SHALL BE IN LOW USAGE ZONES. 6. SHRUBS/ HEDGES: A. SHRUBS & HEDGES SHALL BE A MIN. OF 24" HEIGHT AT PLANTING. B. HEDGES SHALL BE PLANTED AT A MIN. OF 30" O.C. AT PROPERTY LINES. 7. CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE ENGINEER FOR APPROVAL AND TO THE THERE SHALL BE A MIN. OF THREE (3) DIFFERENT SPECIES OF TREES AND NO SPECIES SHALL MAKE UP MORE THAN 50% OF PROPOSED TREES. 8. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES, STREET LIGHTS AND SIGNS SUCH THAT ALL SIGNAGE IS EASILY SEEN AND LIGHTING IS FUNCTIONING FOR ITS INTENDED PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS REQUIREMENT. 9. THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ENGINEER, A LIST AND PLAN OF THE PROPOSED VEGETATION/PLANTINGS TO BE USED TO MEET THE REQUIREMENTS OF THE CITY, AS REFLECTED ON THIS PLAN. SUGGESTED VEGETATION TO BE INCORPORATED IN THIS PROJECT ARE AS FOLLOWS: 10. TREE PROTECTION BARRICADES. PRIOR TO DEVELOPMENT OR CONSTRUCTION ACTIVITY, THE DEVELOPER SHALL ERECT SUITABLE BRIGHTLY COLORED TREE PROTECTION BARRICADES, A MINIMUM FOUR FEET TALL, AROUND ALL TREES TO BE PRESERVED AND SHALL REMAIN IN PLACE UNTIL THE CONSTRUCTION ACTIVITIES ARE COMPLETED. THE AREA WITHIN THE TREE PROTECTION BARRICADE SHALL REMAIN FREE OF ALL BUILDING MATERIALS, DIRT OR OTHER CONSTRUCTION DEBRIS, VEHICLES AND DEVELOPMENT ACTIVITIES. BARRICADES SHALL BE ERECTED AT A MINIMUM DISTANCE FROM THE BASE OF THE TREES TO BE PRESERVED ACCORDING TO THE FOLLOWING STANDARDS: (A) FOR TREES TEN INCHES OR LESS DBH. TREE PROTECTION BARRICADES SHALL BE PLACED A MINIMUM DISTANCE OF FIVE FEET FROM THE BASE OF EACH TREE TO BE PROTECTED. (B) FOR HISTORIC TREES AND TREES GREATER THAN TEN INCHES DBH. PROTECTIVE BARRICADES SHALL BE PLACED AT A MINIMUM DISTANCE OF TEN FEET FROM THE BASE OF EACH TREE TO BE PROTECTED PLUS AN ADDITIONAL ONE FOOT FOR EACH ADDITIONAL INCH DBH GREATER THAN TEN INCHES. 11. RESTRICTION OF ATTACHMENTS TO TREES. IT SHALL BE UNLAWFUL TO ATTACH ANYTHING TO BE A PROTECTED, HISTORIC, OR SPECIMEN TREE OTHER THAN SUPPORTIVE WIRES, BRACES OR OTHER SIMILAR NONINJURIOUS MATERIALS. 12. RESTRICTION AS TO HARMFUL MATERIALS. THE DEVELOPER OR PROPERTY OWNER SHALL NOT CAUSE OR ALLOW THE DISPOSAL OF WASTE MATERIAL SUCH AS PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A PROTECTED, SPECIMEN OR HISTORIC TREE WITHIN THE DRIPLINE OF SUCH TREE OR GROUPS OF TREES. 13. "A FULL PROPOSAL FOR THE RELOCATION OF THE TREES, INCLUDING THE METHODS AND PROPOSED TIMELINES, WILL BE REQUIRED BY THE CITY OF SEBASTIAN DURING THE LAND CLEARING AND SITE IMPROVEMENT PERMITTING STAGES. THIS PROPOSAL MUST BE APPROVED BY THE CITY OF SEBASTIAN PRIOR TO ANY TREE RELOCATION ACTIVITIES TAKING PLACE." TOTAL LANDSCAPE MATERIAL SCHEDULE TREES SYM QTY BOTANICAL NAME COMMON NAME SIZE HGT OTHER NATIVE DROUGHT TOLEREANCE QV 12 Quercus virginiana Live Oak 2 1/2" DBH 12'-0" 6' SPREAD YES HIGH SHRUBS HAM 149 Hamelia Patens Firebush - 24"30" O.C.YES HIGH VIB 141 Viburnum Obavatum Walter's Viburnum -30"30" O.C.YES HIGH TOTAL = 412 *CONTRACTOR MAY SUBSTITUTE NUMBER OF EACH SPECIES AT HIS DISCRETION, PLACING "RIGHT TREE/RIGHT LOCATION" USING BEST HORTICULTURAL PRACTICES. CONTRACTOR SHALL SUBMIT PLAN TO ENGINEER INDICATING SPECIES PLACEMENT. ANY CHANGES TO THE LANDSCAPE MATERIAL SCHEDULE AFTER APPROVAL BY THE CITY OF SEBASTIAN WILL REQUIRE NOTICE TO THE CITY AND VERIFICATION WITH THE COMMUNITY DEVELOPMENT DEPARTMENT THAT THE PROPOSED CHANGES STILL COMPLY WITH THE REQUIREMENTS OF THE LAND DEVELOPMENT CODE." La n d s c a p e 2 3 CLU 122 Clusia Rosea Clusia - 30"30" O.C.YES HIGH ONSITE REQUIRED LANDSCAPING: 1. PURSUANT TO APPROVED LANDSCAPE PLAN, LOCATED IN EXHIBIT 'C' - THE "PUBLIC BENEFIT PLAN" OF THE PARCEL EXCHANGE AGREEMENT DATED NOVEMBER 14TH, 2023: 2.REQUIRED OAKS: 1 / 55 LF x (240' W + 400' S + 390' E) = 19 TREES PROVIDED TREES: 12 NEW OAKS 8 EXISTING OAKS 19 EXISTING CABBAGE PALMS TO REMAIN 6 EXISTING CABBAGE PALMS (RELOCATE ON-SITE) 3. REQUIRED HEDGE: 1 / 2.5 LF x (240' W + 400' S + 390' E) = 412 REQ'D PROVIDED HEDGE: 412 SHRUBS AS SHOWN 1 07 / 1 6 / 2 5 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 3 01 / 0 7 / 2 6 RE V . P E R C O S C O M M E N T S X 1/7/2026 25' A . E . & U. E . EXISTING WATER MAIN EXISTING FORCEMAIN CONST. DBL WATER SERVICE (2") 5' U. E . 5'x10' U.E. 24"x4"TAPPING SLEEVE AND 4" GATE VALVE CONST. 78 LF 4" F.M. H.D.P.E. DIRECTIONAL BORE 5'x20' U.E. CONST. FHA REMOVE EXISTING MEDIAN AND CONST. 12' LEFT TURN LANE R25' CR-G CR-G CONST. 10"x6" TAPPING SLEEVE AND G.V. PRM PRM PR M PR M P R M PR M R2 5 ' GRADE SWALE 10.6'± 9.6'± 10.1'±10.7'± 10.3'± 10.3'± TEMPORARY CONST. 5' S/W FUTURE DRAINAGE PIPES 10.2'± EXTEND S/W TO FEC R/R (FINAL PLANS TO BE SUBMITTED W/ S/D CONSTRUCTION DRAWINGS) 10.9'± 4" G.V. SERVICE POINT FOR FUTURE PRIVATE LIFT STATION CONNETION 13.5'± 12.25 14.69'± 13.0 14.2'± 13.8 12.84'± 12.34 11.0'± MATCH EXISTING GRADE @ SIDEWALK 10' L.S. 10' L . S . 10' L . S . 10' L . S . (1) WAX MYRTLE & (12) DWARF WALTER'S VIBURNUM AT MEDIAN SHRUBS AT PARK: (71) DWARF WALTER'S VIBURNUM (72) FIREBUSH D R A W I N G D A T E D E S I G N E D D R A W N C H E C K E D S C A L E R E V I S I O N M A R K D A T E 17 1 7 I N D I A N R I V E R B L V D . , S U I T E 2 0 1 V E R O B E A C H , F L O R I D A 3 2 9 6 0 SCH U L K E , BIT T L E & STO D D A R D , L . L . C . TE L 7 7 2 / 7 7 0 - 9 6 2 2 F A X 7 7 2 / 7 7 0 - 9 4 9 6 E M A I L i n f o @ s b s e n g i n e e r s . c o m ENGINEER CERTIFICATION DATE: FL. REG. NO. 47048 SHEET FL. REG. NO. 57605WILLIAM P. STODDARD JODAH B. BITTLEFL. REG. NO. 57396 JOSEPH W. SCHULKE PROJECT NO. 06 / 2 4 / 2 0 2 4 J. W . S . WJ F J. W . S . 1" = 3 0 ' - 0 " LOCATION MAP N SITE H I G H W A Y U S 1 SCHUMANN DR. F L O R I D A E A S T C O A S T R . R . EXISTING OAK WITH X' DIAMETER TRUNK TO REMAIN IN LIEU OF 3 PROPOSED OAKS 2 RE V . P E R C O S 0 6 / 1 0 / 2 5 C O M M E N T S 1 07 / 1 6 / 2 5 TOTAL LANDSCAPE MATERIAL SCHEDULE TREES SYM QTY BOTANICAL NAME COMMON NAME SIZE HGT OTHER NATIVE DROUGHT TOLEREANCE -1 Myrica Cerifera Wax Myrtle 1" MULTI 8'-YES HIGH SHRUBS HAM 72 Hamelia Patens Var. Patens Firebush - 24"30" O.C.YES HIGH TOTAL = 155 *CONTRACTOR MAY SUBSTITUTE NUMBER OF EACH SPECIES AT HIS DISCRETION, PLACING "RIGHT TREE/RIGHT LOCATION" USING BEST HORTICULTURAL PRACTICES. CONTRACTOR SHALL SUBMIT PLAN TO ENGINEER INDICATING SPECIES PLACEMENT. THE SHRUBS AND HEDGE PLANT SPECIES TO BE PLANTED AS PART OF THE PUBLIC BENEFIT LANDSCAPING SHALL BE STRATEGICALLY SELECTED AND PLACED WITHIN THE MEDIAN TO MAINTAIN SUFFICIENT VISIBILITY AND PUBLIC SAFETY WITHIN THE ROW. CITY OF SEBASTIAN STAFF MAY REQUIRE ALTERATION OF THE PLANTINGS AT THE TIME OF FINAL PLANNING AND ZONING IF THE LANDSCAPING IS FOUND TO IMPEDE VISIBILITY AND SAFETY. La n d s c a p e 2 OFFSITE REQUIRED LANDSCAPING: 1. PURSUANT TO APPROVED LANDSCAPE PLAN, LOCATED IN EXHIBIT 'C' - THE "PUBLIC BENEFIT PLAN" OF THE PARCEL EXCHANGE AGREEMENT DATED NOVEMBER 14TH, 2023: 2.PALM TREES REQUIRED: NO CALCULATION - REFERENCE APPROVED LANDSCAPE PLAN: - REQUIRED : 12 PALMS - PROVIDED : 15 RELOCATED PALMS 3. SHRUBS REQUIRED: NO CALCULATION - REFERENCE APPROVED LANDSCAPE PLAN: - REQUIRED: 12 SHRUBS IN MEDIAN 47 ON SCHUMANN FRONTAGE OF PARK 96 = 1 / 2.5 LF x 240' (AT COMMON P.L.) 155 - PROVIDED: 155 TREE LEGAND - OAK TO REMAIN (8 TREES) - OAK TO REMOVE (12 TREES) (SEE SHEET C-200, C-300, C-500) - OAK TO RELOCATE (0 TREES) (SEE SHEET C-200, C-300, C-500) - CABBAGE PALM TO REMAIN (19 TREES) - CABBAGE PALM TO REMOVE (3 TREES) (SEE SHEET C-200, C-300, C-500) - CABBAGE PALM TO RELOCATE (21 TREES) (15 OFF-SITE) - SCHUMANN PARK (6 ONSITE) (SEE SHEET C-200, C-300, C-500) - PINE TREE - PINE TREE TO REMOVE (1 TREE) (SEE SHEET C-200, C-300, C-500) - TREE PROTECTION BARRIER - RELOCATED CABBAGE PALMS (21 FROM ONSITE) - 6 ONSITE LOCATION - 15 TO SCHUMANN PARK - PROPOSED OAK TREE (12 TREE) - PROPOSED SHRUB (344 SHRUBS) - EXISTING TREE IN MEDIAN TO REMAIN (5 TREES) MITIGATION REQUIRED - SPECIMEN TREES TO BE REMOVED: >10" = 12 TREES - REPLACE WITH (12) TREES: 12' HEIGHT/ 2 12" DIA. LANDSCAPE MATERIAL STANDARDS & NOTES: 1. QUALITY: PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, AS GIVEN IN THE MOST CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS" PART I AND PART II, STATE OF FLORIDA. 2. TREES: A. TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN TWENTY (20) FEET OR GROUPED TO FORM THE EQUIVALENT OF A TWENTY (20) FEET MATURE SPREAD OF CROWN. B. ALL TREES SHALL BE SPECIES WHICH CAN BE MAINTAINED WITH OVER 6 FEET OF CLEAR TRUNK SPACE. C. PALMS SHALL BE CONSIDERED TREES AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN THIRTY-FIVE (35) PERCENT OF THE TOTAL NEW TREE REQUIREMENT. D. TREE SPECIES SHALL BE A MINIMUM OF TWELVE (12) FEET OVERALL. WITH A MINIMUM SPREAD OF 5' AND 2-1/2" DIAMETER AT THE TIME OF PLANTING. 3. GRASS / GROUND COVER: ALL UN-PAVED AREAS EXCEPT PLANTERS , MULCHED LANDSCAPE BEDS, TO BE SODDED (BAHIA). ALL UNPAVED AREAS OTHER THAN GRASSED AREAS SHALL BE COVERED W/ MULCH OR SUITABLE NON-LIVING OR VEGETATIVE GROUND COVER. NO MORE THAN 50% GRASS SHALL BE UTILIZED IN REQUIRED LANDSCAPE AREAS. 4. CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE ENGINEER FOR APPROVAL AND TO THE BUILDING DEPARTMENT FOR PERMIT PRIOR TO COMMENCEMENT OF LANDSCAPE INSTALLATION. 5. IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS: A. GRASS AREA SHALL BE IN HIGH USAGE ZONES. B. TREES & SHRUBS SHALL BE IN LOW USAGE ZONES. 6. SHRUBS/ HEDGES: A. SHRUBS & HEDGES SHALL BE A MIN. OF 24" HEIGHT AT PLANTING. B. HEDGES SHALL BE PLANTED AT A MIN. OF 30" O.C. AT PROPERTY LINES. 7. CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE ENGINEER FOR APPROVAL AND TO THE THERE SHALL BE A MIN. OF THREE (3) DIFFERENT SPECIES OF TREES AND NO SPECIES SHALL MAKE UP MORE THAN 50% OF PROPOSED TREES. 8. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES, STREET LIGHTS AND SIGNS SUCH THAT ALL SIGNAGE IS EASILY SEEN AND LIGHTING IS FUNCTIONING FOR ITS INTENDED PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS REQUIREMENT. 9. THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ENGINEER, A LIST AND PLAN OF THE PROPOSED VEGETATION/PLANTINGS TO BE USED TO MEET THE REQUIREMENTS OF THE CITY, AS REFLECTED ON THIS PLAN. SUGGESTED VEGETATION TO BE INCORPORATED IN THIS PROJECT ARE AS FOLLOWS: 10. TREE PROTECTION BARRICADES. PRIOR TO DEVELOPMENT OR CONSTRUCTION ACTIVITY, THE DEVELOPER SHALL ERECT SUITABLE BRIGHTLY COLORED TREE PROTECTION BARRICADES, A MINIMUM FOUR FEET TALL, AROUND ALL TREES TO BE PRESERVED AND SHALL REMAIN IN PLACE UNTIL THE CONSTRUCTION ACTIVITIES ARE COMPLETED. THE AREA WITHIN THE TREE PROTECTION BARRICADE SHALL REMAIN FREE OF ALL BUILDING MATERIALS, DIRT OR OTHER CONSTRUCTION DEBRIS, VEHICLES AND DEVELOPMENT ACTIVITIES. BARRICADES SHALL BE ERECTED AT A MINIMUM DISTANCE FROM THE BASE OF THE TREES TO BE PRESERVED ACCORDING TO THE FOLLOWING STANDARDS: (A) FOR TREES TEN INCHES OR LESS DBH. TREE PROTECTION BARRICADES SHALL BE PLACED A MINIMUM DISTANCE OF FIVE FEET FROM THE BASE OF EACH TREE TO BE PROTECTED. (B) FOR HISTORIC TREES AND TREES GREATER THAN TEN INCHES DBH. PROTECTIVE BARRICADES SHALL BE PLACED AT A MINIMUM DISTANCE OF TEN FEET FROM THE BASE OF EACH TREE TO BE PROTECTED PLUS AN ADDITIONAL ONE FOOT FOR EACH ADDITIONAL INCH DBH GREATER THAN TEN INCHES. 11. RESTRICTION OF ATTACHMENTS TO TREES. IT SHALL BE UNLAWFUL TO ATTACH ANYTHING TO BE A PROTECTED, HISTORIC, OR SPECIMEN TREE OTHER THAN SUPPORTIVE WIRES, BRACES OR OTHER SIMILAR NONINJURIOUS MATERIALS. 12. RESTRICTION AS TO HARMFUL MATERIALS. THE DEVELOPER OR PROPERTY OWNER SHALL NOT CAUSE OR ALLOW THE DISPOSAL OF WASTE MATERIAL SUCH AS PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A PROTECTED, SPECIMEN OR HISTORIC TREE WITHIN THE DRIPLINE OF SUCH TREE OR GROUPS OF TREES. 13. "A FULL PROPOSAL FOR THE RELOCATION OF THE TREES, INCLUDING THE METHODS AND PROPOSED TIMELINES, WILL BE REQUIRED BY THE CITY OF SEBASTIAN DURING THE LAND CLEARING AND SITE IMPROVEMENT PERMITTING STAGES. THIS PROPOSAL MUST BE APPROVED BY THE CITY OF SEBASTIAN PRIOR TO ANY TREE RELOCATION ACTIVITIES TAKING PLACE." 2 RE V . P E R C O S C O M M E N T S 2 01 / 0 7 / 2 6 VIB 83 Viburnum Obavatum Dwarf Walter's Viburnum - 24"30" O.C.YES HIGH 2 1/7/2026 X