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HomeMy WebLinkAboutFinal Plat-Cross Creek Phase 2CR OF SE-ELAS HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT, 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958- TELEPHONE (772) 589-5518 ■ FAX (772) 388-8248 www.cityofsebastian.org MEMORANDUM TO: James Stokes, City Attorney City Attorney FROM: Joshua Simpson, Administrative Zoning Technician i simnsonccc, cityofsebastian.ors, RE: Final Plat — Cross Creek Phase 2 DATE: November 7, 2025 Enclosed is a copy of the draft Final Plat for Cross Creek Phase 2 located at 620 Yearling Trail — Parcel Number 31-39-30-00000-5000-00002.0. This transmittal includes the following documents: 1. Draft final plat, five sheets 2. Boundary survey for the area to be platted 3. Approved Preliminary Plat Please review this final plat [regarding dedications and other city matters] and provide comments to me at your earliest convenience. Thank you. CUM SESAST�IAN HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, PLORIDA 32958 TELEPHONE (772) 589-5518 ■ www.citvofsebctstlan.orq DENIELOPMEN`I' REXII.I;W APPLICATION ❑ PUD — Conceptual Development Plan ❑ PUD — Preliminary Development Plan (so acres or<) ❑ PUD — Preliminary Development Plan (> than so acres) ❑ PUD — Site Plan ❑ PUD — Final Plat SEP 1 0 2015 BY' ❑ SUBDIVISION —Division of Single Lot (Residential) ❑ SUBDIVISION — Preliminary Plat (so acres or <) ❑ SUBDIVISION - Preliminary Plat (> (han5o ages) ❑ SUBDIVISION —Construction Plans N SUBDIVISION —Final Plat ❑ SITE PLAN (Administrative Approval) ❑ SITE PLAN (Major Modification) ❑ SITE PLAN (New Development) ❑ SITE PLAN (Minor Modification) Project Name: CROSS CREEK PHASE 2 Total Site Area: 24.43 AC AcreslSF Parcel ID: 31-39-30-00000-6000-00002.0 Address of Site: 620 Yearling Trl, Sebastian, FL 32958 Proposed Use: RESIDENTIAL Applicant Name: Address: Telephone: Land Use: V.L.D.R. Email: Zoning: RS-10 Applicant (If not owner, written authorization (notarized) from owner is required) i Owner: D.R. Horton Address:1430 Culver Dr NE, Palm Bay, FL 32907 Telephone: 321-848-2774 Email: WMRudd@drhorton.com Q _I- Date Received: —1 " d " ad a5 Fee Paid: Ids • �� Received by: �°f ff . FORM A Surveyor: MASTELLER, MOLER & TAYLOR, INC. Address: 1655 27TH STREET STE 2 VERO BEACH, FL 32960 Telephone: 772-564-8050 Email. NPLASSE@MMTSURVEYING.COM Engineer: MILLS, SHORT & ASSOCIATES, LLC. Address: 700 22ND PLACE STE 2C/D VERO BEACH, FL 32960 Telephone: 772-226-7282 Email: WMILLS@MILLSSHORTASSOCIATES.COM Pre — Application Meeting Date: DESCRIPTION OF PROPOSED PROJECT: I RESIDENTIAL DEVELOPMENT WITH 35 SINGLE FAMILY UNITS. j SIGNATURE OF APPLICANT I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with, Nvhether specified herein or not. The granting of approval does not presume to give authority to violate or cancel the provisions of any other tate or local aNv reg ating cclistruction o the performance o struction. Print name i ature / D t I ot, v STATE OF: L n r COUNTY: 11J(uratj V I hereby certify that on ivr120 25 personally appeared maf' �wJ I&N-r who is ✓ personally known to me or has _ produced identification. Type of identification produced: [SEAL] Notary Pudic My Commission Expires: } -� �' 2G VE'�• JESSICA CHRISTEN SIMMONS Notary Public -State of Florida Commission N HH 278188 /1 � 'b J*V My Commission Expires v' October 14. 2026 40 AUl, COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET m SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ www.citvofsebasHan.ora DEVELOPMENT RI VIENV APPLICATION FEE.SCIIEDULEWHIXICLIST APPLICATION FEES: $1,200.00 New Site Plan $1,250 PUD - Conceptual Development $1,000 Major Modification Plan $700 Minor Modification $1,800 PUD - Preliminary Development $350.00 Administrative Site Plan Review Plan/Plat $1,500.00 Subdivision Preliminary Plat (50 Acres or Less) ($1,800 plus $25/Acre $1,000 Subdivision Construction Plans Greater than 50 Acres) $1,000 Subdivision Final Plat $250 Division of Single Lot (residential) • 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. 0 Five (5) Sets of 2406 plans ❑ Building Elevations and Floor Plans 2 ❑ Five (5) Boundary and Topographic Surveys ❑ Warranty Deed for all owners�� ❑ Landscape Plans ❑ Notarized-tetter�fua <o.. r"`z'd�tf'o r ` (l ❑ Traffic Impact Analysis Statement (if required) ❑ Electronic Copy - Complete Submittal v �L 0 Stormwater Calculations ❑ Verification that applicable jurisdictional 0 Environmental Analysis Report permits have been applied for ADDITIONAL FEES . ,.. _. .._ •—= -' ssum:a'.urwa:u:asu3!�s.l.s��:u..._u:u: .��Y4W .:'1lnc,o iu ..ee..� iaxmz. ,.i.a., eas. ni.i.0 r ia, a. Should the review process be delayed by the applicant for longer than 6 months, re -submittal will be - required consistentwith current regulations and fees. The applicant/owner shall have I 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 he requested for additional fees. FORM A William DePetris From: Wyatt Mains Rudd <WMRudd@drhorton.com> Sent: Wednesday, September 3, 2025 7:04 PM To: William DePetris; Ricardo Corona Subject: RE: Cross Creek Phase 2 Final Plat Submittal Follow Up Flag: Follow up Flag Status: Flagged Hi William, Sorry for the delayed reply. I am out traveling the rest of the week. BY, SEP 1 0 2016 The intent would be to post a performance bond here. My understanding is that should be sufficient for the City of Sebastian. Regarding timing, we typically prefer to have the plat recorded as soon as possible so that we can get building permits issued as soon as possible. Getting the plat recorded will get us addresses, which will assist with FPL coordination as well as sales. Copying in Ricky here in case there is anything he'd like to add. Thanks, Wyatt Rudd Land Acquisition Area Manager D'n•HQ N* East Florida Division 1430 Culver Drive NE, Palm Bay, FL 32907 C:321-848-2774 Linkedln I DRHorton.com D.R. Horton is an Equal Housing Opportunity Builder. Unless this email is in response to your previous communications with D.R. Horton, it is an advertisement or solicitation. If you are a resident of the European Economic Area, we are providing this information pursuant to your previous communications with us, and we processed the personal information received in those prior communications to send this email. You may UNSUBSCRIBE at any time from commercial advertising emails from D.R. Horton, Inc. and its integrated affiliates. Please do not reply to this email to unsubscribe. For more information about us, to view our privacy policy, or to exercise your privacy choices regarding the processing of your personal information, go to www.drhorton.com. You may contact us at 888-559-2763, PrivacvManaaer6dArhorton.com, or D.R. Horton, Inc., Attn: Privacy, 1341 Horton Circle, Arlington, TX 76011. If you write to us, please include your email address. From: William DePetris<Wdepetris@millsshortassociates.com> Sent: Wednesday, September 3, 2025 11:37 AM To: Wyatt Mains Rudd <WMRudd @drhorton.com> Subject: Cross Creek Phase 2 Final Plat Submittal [External] "Mills, Short 8 Associates Prepare By: Mills, Short & Associates, LLC. Certified Cost Estimate For: CROSS CREEK PHASE 2 Item 14I0�1I.IZATiON:.. `` Mobilization Survey/Layout/Asbuilts Phase 1 Owd;Rtt NPDES Compliance - Install and Maintain Turbidity and Erosion Control for Contract Duration Clearing, Grubbing, Stripping, Demucking, Removal Remove F Curb Excavation - Site Cut to Fill ING ON SITE ! Final Grade Building Pad +1-ft Perimeter at FFE less 0.7' per Construction Plans Final Grade Lake Banks Final Grade Green Areas Final Grade Swales Final Grade Berms Site Density Tests Hydroseed Lots Hydroseed Emergency Access Road Sod Lake Banks - 5 FT !past TOB Bahia SOD Behind Back of Curb Pad Certifications Regrade Lots after Dry Utilities rd ON -SITE > ` - 1.25" Type SP 9.5 Asphaltic Concrete - 1 st Lift 6" Baserock (LBR 100) (In -Place, Compacted) 8" Subgmde (LBR40) (In -place, Compacted) 4" Thick 6' Wide Concrete Sidewalk on Compacted Subgrade 6' Concrete Pavement Pedestrian Ramps Valley Curb Type "D" curb, includes all transitions Emergency Access Road HP Storm- 12" HP Storm- 15" HP Storm - 18" HP Storm - 24" HP Storm - 30" CMP Storm - 24" Type C Catch Basin Control Structure: Modified Type D :.:. E'nneelr's Cost:Egtimate, Unit Quantity Unit Price LS I $121,540.00 LS 1 $17L,813.58 LS l $6,737.00 I SUB -TOTAL LS 1 $171,597.50 AC 24 $6,551.25 LF 170 $30.30 CY 56845 $3.30 SUB -TOTAL EA 35 $1,376.57 LF 2500 $1.50 SY 35520 I $1.10 LF 4200 $1.80 LF 3300 I $2.30 LS 1 $26,235.00 SY 65300 $1.10 SY 2500 $1.25 SY 4700 $4.00 SF 1500 $0.44 EA 35 $918.50 SY 9800 $1.25 I I SUB -TOTAL SY 5700 $13.60 SY 6250 $13.50 1 SY 8000 $5.95 1 SF 12400 $6.55 SF 2500 $6.55 EA 11 $1,007.00 1 LF 4420 $22.50 I LF 470 $27.501 1 SY 2500 $5.951 I SUB -TOTAL LF 100 $34.50 LF 690 I $40.30 LF 1200 $46.50 LF 720 $70.70 LF 240 $104.50 LF 60 I $110.00 EA 9 + $5,798.00 I EA 1 $15,260.00 700 22nd Place, Suite 2C, Vero Beach, FL 32960 772.226.7282 n 09/02/2025 SEP 1 0 2025 BY: Total %Complete $ Value %Rcnuimnr $ Value $121,540.00 0% $ 100% y $121,540.6 $171,813.58I 0% $ 1 100°/ $171,813.6 $6,737.00 0% $ 1 100% $6,737.0 $300,090.581 1 $171,597.50 0% $ I 100% I $171,597.5 $157,230.00 0% $ 100% $157,230.0 $5,151.00 0% $ 100% $5,151.0 $187,588.50 0% $ 100% $187,588.5 $521,567.00 $48,1-79.95 0% $ 100% $48,180.G $3,750.00 0% $ 100% $3,750.G $39,072.00 0% $ 100% $39,072.0 $7,560.001 0% $ 100% $7,560.0 $7,590.00 0% $ 100% $7,590.0 $26,235.00 0% $ 100% $26,235.0 $71,830.00 0% $ 100% $71,830.0 $3,125.00 0% $ 100% $3,125.0 $18,800.00 0% $ 100% $18,800.0 $660.00 0% $ 100% $660.0 $32,147.50 0% $ 100% $32,147.5 $12,250.00 0% $ 100% $12,250.0 $271,199.45 $77,520.00 0% $ 100% I $77,520.0 $84,375.00 0% $ 1001/1 $84,375.0 $47,600.00 0% $ 100% $47,600.0 $81,220.00 0% $ 100% $81,220.0 $16,375.00 0% $ 100% $16,375.0 $11077.00 0% $ 100% $11,077.0 $99:450.00 0% $ 100% $99,450.0 $12,925.00 0% $ 100% $12,925.0 14875 0% $ 100% $14,875.0 $445,417.00 $3,450.00I 0% $ 100% I $3,450.6 $27,907.00, 0% $ 100% $27,807.0 $55,800.001 0% $ 100% $55,800.0 $50,904.001 0% $ 100% $50,904.0 $25,090.00 0% $ 100% $25,080.0 $6,600.00 0% $ 100% $6,600.0 $52,182.00 0% $ 100% $52,182.0 $15,260.001 0% 1 $ 100% $15,260.0 'Mills, Short P_ Associates 09/02/2025 4' Valley Inlet FDOT Manholes - 4' Diameter Rip Rap Canal Bank Stabilization WA •Elt nrs Clusv rjoly a1, s1 FE . °' := Water Main (8" PVC) Gate Valves (8") Water Main (4" PVC) Water Main (6" DIP) Gate Valves (4") Water Meters SF (single) Water Meters SF (double) Fire Hydrant Assemblies w/ Valve & Tee Sample Point Jumper Assembly with RPZ 8" WM Blowoff 4" WM Blowoff Water Main Fittings WM Fill and Flush Gravity ewer (6-81 Gravity Sewer (8-10) Gravity Sewer (10-121) Manholes (6-8') Manholes (8-10') Manholes (10-12') Sewer Laterals (Single) Sewer Laterals (Double) Trench Restoration Core and Connect to Existing MH !' snE, OFF-TRACK wokk. TRACT D - Survey and As-Builts TRACT D - MOT TRACT D - NPDES Compliance TRACT D - Remove and Replace Curb TRACT D - Remove Existing HMA TRACT D - Embankment TRACT D -12" Subgrade - LBR 40 TRACT D - 8" Base Rock TRACT D - 1.5" SP 9.5 HMA TRACT D - Signage and Striping TRACT D - 8" Subgrade - LBR 40 TRACT D - 6" Base Rock TRACT D - 6' Sidewalk TRACT D - Valley Curb TRACT D - Pedestrian Ramps 112" Subgrade - LBR 40 IB" Base Rock EA EA SF LF EA LF LF EA EA EA EA EA EA EA EA EA LS LF LF LS EA EA EA EA EA LF EA LS LS LS LF SY CY SY SY SY LS SY SY SF LF EA SY SY 14 3 800 2,120 6 380 40 2 17 9 4 5 1 1 2 15 l 674 553 746 4 1 4 9 13 1,050 1 1 1 1 80 1,900 1,090 260 230 200 1 2610 2610 560 80 I 2 300 I 270 $6,526.00 $5,665.00 $110.50 SUB -TOTAL $43.30 $3,512.00 $19.60 $69.10 $2,373.00 $1,567.00 $3,303.00 $9,317.00 $1,261.00 $6,291.00 $4,123.00 $1,970.00 $1,103.00 $7,425.00 SUB -TOTAL $70.90 $73.50 $85.50 $7,584.00 $9,369.001 $10,770.00 $2,050.00 $2,347.00 $2.60 $2,075.001 SUB -TOTAL I $18,985.00I $5,512.00 $19,830.00 $101.50 $4.00 $1.25 $5.95 $16.60 $13.60 $6,125.00 $5.951 $13.501 $7.651 $25.401 $1,181.001 $5.951 $16.601 700 22nd Place, Suite 2C, Vero Beach, FL 32960 772.226.7282 $91,364.001 0% $ 100% $91,364.0 $16,995.00 0% $ 100% $16,995.6 $88,400.00 0% $ 100% $88,400.0 $433,842.001 $91,796.00 0% $ 100% $91,796.0 $21,072.00 0% $ 100% $21,072.0 $7,448.00 0% $ 100% $7,448.0 $2,764.00 0% $ 100% $2,764.0 $4,746.00 0% $ 100% $4,746.0 $26,639.00 0% $ 100% $26,639.0 $29,727.00 0% $ 100°% $29,727.0 $37,268.00 0°% $ 100°% $37,269.0 $6,305.00 0% $ 100% $6,305.0 $6,291.00 0% $ 100% $6,291.0 $4,123.00 0% $ 100% $4,123.0 $3,940.00 0% $ 100°% $3,940.0 $16,545.00 0% $ 100% $16,545.0 $7,425.00 0% $ 100% $7,425.0 $266,089.00 $47,796.60 0% $ 100% $47,786.6 $40,645.501 0% $ 100% $40,645.5 $63,783.001 0% $ 100% $63,783.0 $30,336.00I 0% $ 100% $30,336.0 $9,369.00 0% $ 100% $9,369.0 $43,080.00 0% $ 100% $43,080.0 $18,450.00 0% $ 100% $18,450.0 $30,511.001 0% $ 100% $30,511.0 $2,730.00 0% $ 100% $2,730.0 $2,075.00 0% $ 100°% $2,075.0 $288,766.10 $18,985.00 0% $ 100% $18,985.6 $5,512.00 0% $ 100% $5,512.0 $19,830.00 0% $ 100% $19,930.0 $8,120.00 0% $ 100% $9,120.0 $7,600.00 0% $ 100% $7,600.0 $1,362.50 0% $ - 100% $1,362.5 $1,547.00 0% $ 100% $1,547.0 $3,818.00 0% $ 100% $3,818.0 $2,720.00 0% $ 100% $2,720.0 $6,125.00 0% I $ 100% $6,125.0 $15,529.50 0% I $ 1 100% $15,529.5 $35,235.00 0% I $ I 100% $35,235.0 $4,284.001 0% 1 $ 100% $4,284.0 $2,032.001 0% 1 $ 100% 1 $2,032.0 $2,362.001 0% 1 $ 100% I $2,362.0 $1,785.001 0% 1 $ I 100% 1 $1,785.0 $4,492.001 0% 1 $ - 100% 1 $4,482.0 "Mills, Short L Associates 09/02/2025 1.5" 1st Lift SP 9.5 SY 230 $18.50I $4,255.00 Signage IS 1 $6,125.00 $6,125.00 1 SUB -TOTAL $151,709.00 Total Amount $2,678,680.13 Percentage Complete 0.00% $ Value Complete $0.00 Percentage Remaining 100.00% $ Value Complete $2,678,680.13 Surety Amount'(40% of Total Cost) $2,94¢,548.14 I, James W. Mills, A Florida registered engineer, License No. 74145, do hereby certify to Indian River County that a cost estimate has been prepared under my responsible direction (Signature) Date: James W. Mills, P.E., Florida Registered Engineer License No. 74145 jrENC�. �� Ja M i • • No. 74145 •'• I �. m., THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JAMES W. MILLS, P.E. #74145 i0 STATE OF •�: ON 09/08/2025 USING A DIGITAL SIGNATURE. �ii•°° flORIDp.•'• ®��� PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED & SEALED, /� ��•°° ��\� AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC ® / ®NA�b.1�\\\ COPIES. 700 22nd Place, Suite 2C, Vero Beach, FL 32960 772.226.7282 0% 0% 100% 100% $4,255.0 $6,125.0 CERTIFICATE OF SECRETARY S E P 1 02025 BY, The undersigned hereby certifies as follows: 1. He is a duly elected, qualified and acting Secretary of D.R. Horton, Inc., a Delaware corporation (the "Comnanv'), is familiar with the facts herein certified and is duly authorized to certify the same. 2. The following is a true, correct and complete copy of resolutions related to the subject matter as adopted by the Consent of Executive Committee of the Board of Directors of the Company dated February 12, 2025 (the `Resolutions'). The Resolutions have not been amended, rescinded or modified and remain in full force and effect as of the date hereof. Election of Assistant Secretary of Land Development RESOLVED, that Marshall Waller is hereby electedto the office ofAssistant Secretary of the Company (the "Assistant Secretan ') in the Company's East Florida Division (the "Division'), to serve until his successor is duly elected and qualified or until his earlier death, resignation or removal. RESOLVED FURTHER, that the Assistant Secretary is hereby authorized and empowered, in the Division and in the name and on behalf of (A) the Company, (B) any partnership of which the Company is a general partner, manager or agent, and (C) any limited liability company of which the Company is a member, manager or agent (collectively, the "Entities'), to execute and deliver (i) signage contracts, advertising agreements, applications, consulting agreements, homeowner association documents and similar or equivalent agreements, documents or instruments, and (ii) maps, plats, permits, contracts, agreements and other documents and instruments for the subdivision, development and/or improvement of real property. IN WITNESS WHEREOF, the undersigned has signed on the 18 ' day of February, 2025. Thomas401anazi- RL B. • • Secretary U:VTEWAL-nMin1DEM5Feb 18-COS.wpd CERTIFICATE OF SECRETARY The undersigned hereby certifies as follows: 1. He is a duly elected, qualified and acting Secretary of D.R. Horton, Inc. - Jacksonville, a Delaware corporation (the "Com_nan_v'), is familiar with the facts herein certified and is duly authorized to certify the same. 2. The following is a true, correct and complete copy of resolutions related to the subject matter as adopted by the Consent of Sole Director of the Company dated February 12, 2025 (the "Resolutions'). The Resolutions have not been amended, rescinded or modified and remain in full force and effect as of the date hereof. Election of Assistant Secretary of Land Development RESOLVED, that Marshall Waller is hereby elected to the office of Assistant Secretary of the Company (the "Assistant Secretary ') in the Company's East Florida Division (the `Division'), to serve until his successor is duly elected and qualified or until his earlier death, resignation or removal. RESOLVED FURTHER, that the Assistant Secretary is hereby authorized and empowered, in the Division and in the name and on behalf of (A) the Company, (B) any partnership of which the Company is a general partner, manager or agent, and (C) any limited liability company of which the Company is a member, manager or agent (collectively, the `Entities'), to execute and deliver (i) signage contracts, advertising agreements, applications, consulting agreements, homeowner association documents and similar or equivalent agreements, documents or instruments, and (ii) maps, plats, permits, contracts, agreements and other documents and instruments for the subdivision, development and/or improvement of real property. IN WITNESS WHEREOF, the undersigned has signed on the 18' day of February, 2025. I/ ■�,�..i. C � L. •ate.' ThomasB. • ,-- Secretary U.- UTEWALT 1 MM LTax 125Feb 18-COS xp d an a S i - ;4swl�o HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT Site Plan New Development Project Name: City of Sebastian Cemetery 2. Requested Action: The development consists of constructing a new administrative office at the City Cemetery and associated paving, stormwater management, utilities, and landscaping. 3. Project Location 4. 5. a. Address: 1921 N Central Ave b. Legal: Sebastian cemetery situated on foll desc property; town of wauregan pbs 1-179 lot 26 a of us 1 & lot 27 less s 135 ft & less n 20 ft lying w of us #1 & town of wauregan part of grant sec 30 as d bk 45 p p 428 & r bk 88 pp 132 less parcels as rbk 227 pp 441 & ocean breeze heights sub pbi 2-7 & v shaped tract in front of cemetery & part of lot 1 as in r bk 227pp 440 & Hudsons sub pbs 1- 183 lot 8 lying w of central ave & sub of estate of august park sub pbs 1-19 lot 1 lying w of central ave; tog with that port of aban wauregan ave; being 40 ft abutting said lot 27 per City of Sebastian ord no 85-17 (or bk 717 pp 2907-10); less thatpor of lot 27; lying w of hwy no 1 & less the n 20.0 ft and the s 135.0 ftthereof; tog with the a one-half of theabnd rd (wauregan ave) per ord 85-17 as in or bk 1316 pp 1918 c. Parcel Number: 30-38-30-00009-0000-00000.1 Property Owner: City of Sebastian Brian Benton, City Manager 1225 Main St Sebastian, FL 32958 (772) 589-5330 Applicant: Richard Blankenship Parks, Recreation and Facilities Director City of Sebastian 1225 Main St Sebastian, FL 32958 6. Project Engineer: Schulke, Bittle and Stoddard c/o Joe Schulke, PE 1717 Indian River Blvd, Suite 201 Vero Beach, Florida 32960 (772) 770-9622 jschulke@sbsengineers.com 7. Project Surveyor: Meridian Land Surveyors 1717 Indian River Blvd, Suite 201 Vero Beach, Florida 32960 (772) 794-1213 8. Project Description a. Narrative of proposed action: The City is proposing to construct a new cemetery administrative office building. The current building was originally built in 1977 and is not currently meeting the needs of the City to maintain the daily operations of the cemetery. City Staff has worked with a Civil Engineer to create a site plan that will ensure that the cemetery staff will have a facility that propel the City into the future. In looking into redesigning this structure there were several different factors to take into consideration, such as existing grave plots and trees as well as associate paving, stormwater management, utilities, and landscaping which has been accounted for as well as the required parking in which 6 parking spaces are required and provided. A variance was granted from the Board of Adjustment on September 24, 2025 for the reduction of the required setback from 30 feet to 19.41 feet on the eastside of the property. Utilities have been addressed and by Indian River County. The site consists of 9.06 acres, of which 37,622 SF will be impervious (9.5%), and 2,104 SF will be building coverage (0.5%). b. Current Zoning, Future Land Use and Overlay District: (1) Zoning: PS (Public Service) (2) Future Land Use: IN (Institutional) (3) Performance Overlay District: Riverfront Overlay District C. Adjacent Properties Zoning Current Land Future Land Use Use North: Rose-4 Mobile Home M-1 (County) Park East: CWR Single Family RMU Home South: CR;CWR Single Family RMU Home West: CR Retail RMU d. Site Characteristics 9. 10. (1) (2) (3) (4) (5) (6) (7) (8) (9) Total Acreage: Current Land Use(s): Soil: Vegetation: Flood Hazard: Water Service: Sanitary Sewer Service: Parks: Police/Fire: Comprehensive Plan Consistency 9.06 acres Cemetery White Sand, Brown Sand Live Oaks Zone X Indian River County Utilities Indian River County Utilities Community Center,0.10 mile Indian River Fire — 1.4 miles Sebastian Police — 1.3 miles a. Future Land Use: consistent b. Traffic Circulation: consistent C. Housing: n/a d. Public Facilities: consistent e. Coastal Management: n/a f. Conservation: consistent g. Recreation and Open Space: consistent Contents of Site Plan: a. lot configuration: provided b. finished ground floor elevation: 16.75' proposed C. contours and designating number of dwelling units: n/a d. square footage of site: 394,654 SF total e. f. 9• h. building coverage: 2,104 SF = 0.5% (40% max allowed) square footage of impervious areas and open area: Total impervious area = setbacks: front setback (east) _ side setback (north) _ side setback (south) _ rear setback (west) = 37,622 SF = 9.5% (60% max) 30' required; provided 19.31' variance approved by BOA on 9124125 10' required; provided 267' 10' required; provided 314' 25' required; provided 558' scaled drawings of the sides, front and rear of the building or structure: provided L generalized floor plan indicating uses and square footage of each proposed use within each building or structure: provided j. building exterior construction materials and color: provided k. building height: 18 feet (35 ft. maximum) I. location and character of all outside facilities for waste disposal, storage areas, or display: No dumpster required — however roll out cans are required and a trash corral will be constructed in the same architectural design as the proposed building. M. location and dimensions of all curb cuts and driveways: provided n. number of parking spaces with their location and dimensions: provided Per LDC Sec. 54-3-15.2 regarding parking: 1 space per each 200 SF of a 1,067 SF Office Space. Total spaces required = 6 spaces Proposed parking = 5 standard spaces 1 H/C space 6 spaces o. details of off-street parking and loading areas (including requirements of Article XV): provided P. all off-street vehicular surfaces available for maneuvering: provided q. surface materials: provided r. number of employees: 2 S. type of vehicles owned by the establishment: 1 pick-up truck t. If there is a combined off-street parking facility, required agreements: n/a U. Location of all pedestrian walks, malls, yards and open spaces: n/a V. location, size, character, and height or orientation of all signs: No sign is being proposed W. location and character of landscaped areas and recreation areas: provided X. location, design and character of all public, semi-public, or private utilities: provided Y. location, height and general character of perimeter or ornamental walls, fences, landscaping: provided Z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: provided - Per Sec. 54-3-12.8(b), the project engineer shall also certify that the plans submitted to the city are the same as the drainage plan approved by the SJRWMD. aa. location of existing easements and right-of-way: provided bb. Land survey with complete legal description prepared and certified by a registered surveyor: provided CC. Verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property: provided 11. 12. 13. 14. Site location and character of use: provided Appearance site and structures: a. harmonious overall design: Yes b. location and screening of mechanical equipment, utility hardware and waste storage areas: provided C. commercial and industrial activities conducted in enclosed buildings: Yes C. exterior lighting: provided Access, internal circulation, off-street parking and other traffic impacts: a. internal circulation system design and access/egress considerations: provided b. separation of vehicular and pedestrian areas: provided Traffic Impacts: n/a 15. Open space and landscape (including the requirements of Article XIV): a. Calculations of required type, dimensions and square footage of landscape materials and of required landscape areas, including: total site area, parking area, other vehicular use area, percentage of non -vehicular open space, perimeter and interior landscape strips, and required number of trees: provided b. Location of required landscape areas and dimensions: provided C. Location, name, height and size of all existing plant material to be retained: provided d. Location, size, height and description of all landscape material including name, quantity, quality, spacing, and specified size and specification of all plant materials: provided e. Height, width, type, material and location of all barriers of nonliving material: provided F f. Location, dimensions and area of landscaping for freestanding signs: none proposed g. Show all landscaping, buildings, or other improvements on adjacent property within five (5) feet of the common property line: provided 16. Required screening of abutting residential and nonresidential uses: n/a 17. Flood prone land and wetland preservation: n/a 18. Surface water management: provided 19. Soil erosion, sedimentation control and estuary protection: SWPPP provided 20. City Engineer's review: All review comments from the City Engineer have been addressed, and an approval forwarded to staff. 21. Additional considerations: None 22. Staff Conclusion: The site plan is consistent with the Comprehensive Plan, and the Land Development Code. 23. Recommendation: Staff recommends approval of the proposed site plan for the City of Sebastian Cemetery located at 1921 N Central Ave. /t , L; Alix Bernard, Communi DevefoprFient Diredlor T, I� ,• ; y,• Note: temporary Irrigation I - �- raNe for new propose trees we a. the naluml preserve A-7 / / A-8 Note: temporary Imgeaon I A-9 area. Shut oNonce landscape - /,/ valve for new propose trees be me established. / within tlw natural serve Qfl crepe Shm off on land become estahfshed. r .. -. ... .. _ T !t ' , ,• ..r r >Y• ,X•` ,Yy - y. }�. r r 2Yx' z. ,Yr I ,Y• �. -- nr.l - '/r tY.• - '/.. 3. �. r,. ah• 'h• 3:• Y• ,,. O ,Yz:• '/.• '/.• y '/.• ,.• '/•' - '/.• �• -, rY- ,Yr 1 _ e. is � �, �� e-a ® - C z. ON lye A, lye l; . _ r ® A-slye I i'r - -� .--ter- .,: - �. �. �� � I � � l �• p . �;. . �. �,. p _ � 4% r / a• l'% 1 REVISIONS Comment i014=2s Z a J CL O ra V A-5 jy .y. Q➢ c a I{ m -f 2k IY2' U m 22- Note: tempoary lnigatlon . Q Z valve for new Dropose trees /'/,• t ,y,. *- ,Y• r eye within the natural preserve -,, r r ® area. Shul c@ once landscape J ty become established. . l • �r t` 1y l �W.e 10/20/2025 —%Wr �' 'y f' r _ cale I"= 20'-0" {6-1-A,. / % / Imo-- • �•,,'Y.- . , ". ,. -+• ran AN AV2� ® tY.•�`s Check EH y. i ♦� — Sheet p A-10 A-11 I R-2 'Yx- , t .....3'r y. �. '.:� l tX• 3;- ]�� jj- ,Y,, Of Sheets >, J M f'Y / / ' j / A-12J/ j A-17 A-13 A-14 'A-151 A-16 L /+2 M. 2 80.1 2" 84. IR 077- -3 % . 2YI 1Yr xV' lye lyr r lyr 'Yr r - Y, I,,- - 31- 31- - f -./, 9' - - Y, Y.- f- 'Y' 0 lyr -7:f is lit TIS M 0 lye 1)�' - F 0 4- ly" 'Y' Y. •Y1 'y4' 3'1 lyr lye 'Y' yr ly, lye 4 CS 3. I* 'Ile O'C \ go, lye ly- lye - V.- 'Y' REVISIONS Comment 1012812025 7' EL —7 0 In =-oa Z.g L?ns st Date 1012012021—� 11 Scale 1 '= 20 -T Drawn AN -Ye Check EH Of Sheafs alote: temporary Inigabon I A-18 ve far new propose trees XXa/.-.Khin 2rea.Shuleffenwlendswpe / A-19 2" i the natural preserve / become establishes. ,84. 2, ,Yr ,Yr ,Y.• - �• '/I _' I r 2Yr fr ,Yr ,15•,Si• "/.. ea e , e-,a " _ !, y I � . �. ;SS r G ® Y -2• ,Y.--------iii ` p I ® � ® �- ® ® � ® ® - �/.- 3'• -fir• �• \ We; temporary brigade., valve for new propose trees - wtthin the natural preserve A-24 rea. Shut aR once land—pe bewme established. 2" 10 e `�•, s4 r� Ye e vlr• f C •-.ty I tY! A-21 _ A-22 A-23 �y r a ,�� n -.{• 1, '.2 �I • 74• 1 �• i iy Iv I y Ily u. Y ,.X.2' /21li �e tY,• no Cs , M �'� �►-1,�► dig---�s�►--�" ` � '3r C. ® OCCUPIED F F.EL.=22.0' OCCUPIED F.F.EL.=21.8' - CCUPIED F.F.EL.=22.5' OCCUPIED F F.EL.=22.5 OCCUPIED F.F.EL.=22.6' REVISIONS Comment 10128/2025 V ZIL _ IL p0 Z0 0 0 J J 0 Q Q w � ,n W I- 2 > ~j Ida mm� °y8: f �= LLLp l'9 A a za 1: Saoi Dote 10/20/2025 Scale F'= 20'-0" Drawn AN Check EH Sheet IR-4 Of Sheets C .. t! + 1 '/ rL i ,Yr ,�r 2' 734• "- ,Y• i ` 1,Yr n — 's1/7j REVISIONS Comment 10r28/2025 �s 1 4 trr ® M27 ,y.- - 2-2' 82.. t r 23r Yr i :t; ,Y• 5 z 11 Z t ' . J , r. 13`i• )'r �. __ +Y IY• ,Y- �• .. ,)£• - ,rr - tY' r t>s p ono 14,_ mtPr— / A �- iY.- - Y• _ %• _ `� ,Sf. t !. /. 9•r _ - ,Y. 1;r� �. Y.. - Y• Y, X. aZa lye lye Li A-25 A-26 �,� 1, -r� Y i 0 0 m I 4L t,� CC IF• t1ti ,Yr r ,ye tY' + Z Y. S } y OILCL ly. lb Fly, Z s ® Y ® -®Yt N 15 • 15 I ® ,Ya• Q ,y, Q tYe• u ,Yt V-' 7 -�� `° GJ �l v �cI� is)10 n r J s I 1.7 It! 0 l 113 j- 1yY A-31 1 _ ly. _ lye _ yl• Q.. r 2" 0.3 G dl n Irk FA 32 5 Y A - I Ye Y.Y.• Ne ' �y t Via- " ,Y+• ,rY - ,Y• - }`'' _t. 1I1 /1 _ ,Y. ,Y! ,Yr � ' I*Ail Ys1 -33 z _ -� ly- .tom- - _ >74- �. - - ' • A-37 2" 74. W �S o'Eo pi A= a Z.0 d -1 � �5 � g6gpp $0441 Date 10/20/2025 Scale 1 "= 20'-0" Drawn AN Check EH Sheet I R-5 Of Sheets _I ly. A 8 0 ­0 If K.Y.Y. Y, lye — Y. r lye a ye 2YI yr A! —1 A-45 A-46 —Q —a3 yr A-47 I2E - ly, Ile- I ly, ye 6 Y, REVISIONS Comment 10128=25 SUCTION LINE 4.1r AID zur 'y 2y2- � A-42J A 31 A yl2 2 2 r 2yr 4 IiAl - 1IL't 0 '. - z 0 X lye )Xi- lyr yr 1 2- ly'. I Y, 2� iy. Y. 3/4 ly, We 'Y. Y. Iye yr 'y 06 -Y, Ile 14- iK 'It I 42 L I I I�• 0 o gal 10 1- 4- Ile Y4' I Y' 'le Y1 iy, i 2' ly %i; --- lt— A-49 IS 7 cL ::D 0 < w 0 Z (D o o LL. 0 < F— < Ce Lu Ce C/3 Lu u 0 zo� Date 10/20/2025 Scale 1"= 20,-0, Drawn AN Check EH Sheet IR-6 Of Sheets Ytye 1/1 F - 2' % I've Yf C 04 'y Y A-57 C, A-58 A ( 2" 84..5 50 - Y. 'Y' 'Y' 1 IY2�41- 14'. 1 2- z 3le 'ye r rr 3- r �rr 31, 191 ly, y D�-- 4 A- FA ly. A-55 Y, 2" v, Ile ve k3 z*S A-52 A-53 2 2"LJ " y. %1, jx. to Note: temporary Irrigation I A-54 C! �&o for new propose Ahin the natural e are.. Shot oft once tandem, / become 111,1111ed, Jr ly, ye IQ F. F. E L. = 22. 6' OCCUPIED F F.EL.=22.5' OCCUPIED F.F.EL.=21.9' REVISIONS Comment 10aW025 0 0 20 2 E OAJ Oz Dole 10/20/2025 Scale F'= 27-9' Drawn AN Check EH Sheet IR-7 Of Sheets I 1 Irrigation Notes LAYOUT LAYOUT IRRIGATION SYSTEM MAINLINES AND LATERAL LINES. MAKE ALL NECESSARY ADJUSTMENTS AS REQUIRED TO TAKE INTO ACCOUNT ALL SITE OBSTRUCTIONS AND LIMITATIONS PRIOR TO EXCAVATING TRENCHES. FLAG ALL SPRINKLER HEAD LOCATIONS. ADJUST LOCATION AND MAKE THE NECESSARY MODIFICATIONS TO NOZZLE TYPES ETC. AS REQUIRED TO INSURE 100% COVERAGE AND 100 OVERLAP. LOW ANGLE TRAJECTORY NOZZLES SHALL BE USED FOR ALL SPRINKLERS AND ROTORS LOCATED WITHIN 100' OF POOLS OR PUBLIC GATHERING AREAS. PIPE PIPE LOCATIONS SHOWN ON PLAN ARE SCHEMATIC ONLY AND SHALL BE ADJUSTED IN THE FIELD. WHEN LAYING -OUT MAINS AND LATERALS, LOCATE PIPE NEAR EDGES OF PAVEMENT OR AGAINST BUILDINGS WHEREVER POSSIBLE TO ALLOW SPACE FOR PLANT ROOT BALLS. PIPING UNDER HARDSCAPES SUCH AS ROADS, WALKS, AND PATIOS ARE TO BE SLEEVED USING SCH. 40 PIPE. ALL PIPES TO BE IN ACCORDANCE WITH APPENDIX F OF THE 2017 FLORIDA BUILDING CODE. PIPES 4" AND UNDER TO BE SOLVENT WELD. LARGER PIPES TO BE GASKETED'O' RING PIPES AND USE THRUST BLOCKS OR MEGA LUGS AND DUCTILE IRON FITTINGS AT TURNING LOCATIONS. 'SIZE ALL PIPE SO NOT TO EXCEED T PER SECOND 'INSTALL RAIN SENSOR AS PER LOCAL CODE PIPES CONVEYING RECLAIM WATER SHALL HAVE A T HORIZONTAL DISTANCE SEPARATION FROM OTHER PIPING OR UTILITY SERVICES. AN 18" VERTICAL SEPARATION SHALL BE MAINTAINED WHEN APPLICABLE. AIR RELEASE VALVES TO BE USED AT THE END OF ALL MAINLINE RUNS WIRES MAXI -WIRE (14 GAUGE) TO BE INSTALLED ALONG MAINLINE INSTALLATION. USE 2" SCH. 40 PVC WITH SWEEP ELBOWS AT TURNING LOCATIONS WHEN SLEEVING IS REQUIRED. ALL SPLICES AND DECODERS SHALL BE ENCLOSED WITHIN A VALVEISPLICE BOX. 3M DIRECT BURY DBY-6 WATERPROOF CONNECTIONS SHALL BE USED AT ALL DECODER CONNECTIONS (ENCAPSULATION). WIRE RUNS SHALL NOT EXCEED 2A MILES (STAR) OR 9.6 MILES (LOOP). A SINGLE FIELD DECODER SHOULD BE USED TO OPERATE A SINGLE SOLENOIDIVALVE. ALL IRRIGATION CONTROLLERWDECODERS TO BE PROPERLY INSTALLED AND GROUNDED IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. INSTALL SURGE PROTECTION ALONG 2 WIRE -SYSTEM PER MANUFACTURER'S RECOMMENDATION. (APPROXIMATELY EVERY 500 FEET) FLUSHING PRIOR TO PLACEMENT OF HEADS FLUSH ALL LINES UNTIL LINES ARE COMPLETELY CLEAN OF DEBRIS. TRENCHING TRENCH BOTTOM TO BE UNIFORM AND FREE OF DEBRIS. NATIVE EXCAVATED MATERIAL USED TO BACKFILL TRENCH SHALL BE FREE FROM ROCKS OR STONES LARGER THAN 1" IN DIAMETER TESTING PRESSURE TEST MAINLINE AS PER FLORIDA BUILDING CODE. INSTALL IRRIGATION SYSTEM AS PER LATEST EDITION OF THE FLORIDA BUILDING CODE, APPENDIX F., AND ALL PERTINENT LOCAL CODES. IJi c1,TTtx 1I5 iLILL �'i 1 .� p=DRNE QRoIm PPADv'sPPxN Ex OJ PK Scx ..I— A REWIRED) ©P.c sa wEu 5O PVC S[x tl STREET ELL � ©PVC lw1ERAt PIPE nE OR DE RAIN BIRD 5000 SERIES ROTOR ' �•�, N-- DESIGN THIS DESIGN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SUCH AS PIPES, VALVES, , ETC., SHOWN WITHIN PERWOUS AREAS ARE FOR DESIGN CLARIFICATION ONLY. THE IRRIGATION CONTRACTOR SHALL INSTALL IRRIGATION EQUIPMENT IN PLANTING AREAS WHEREVER POSSIBLE. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO FAMILIARIZE741 THEMSELVES WITH THE SCOPE OF WORK, INCLUDING BUT NOT LIMITED TO GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES, UTILITIES AND EXISTING IRRIGATION EQUIPMENT. THE IRRIGATION CONTRACTOR IS RESPONSIBLE SHALL REPAIR ANDIOR REPLACE ANY DAMAGE CREATED BY THEIR WORK. THEY SHALL COORDINATE HIS WORK WITH OTHER CONTRACTOR OR MUNICIPAL AUTHORITIES FOR THE LOCATION AND INSTALLATION OF IRRIGATION EQUIPMENT UNDER ROADWAYS AND PAVING, SLEEVES THROUGH WALLS AND FLOORS, ETC. INSTALL ALL IRRIGATION EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. SUBSTITUTIONS FOR IRRIGATION EQUIPMENT TO BE APPROVED BY THE IRRIGATION DESIGNER. EQUIPMENT CHANGES TO INCLUDE BUT NOT LIMITED TO PUMP, CONTROLLER, SPRAY HEADS, ROTORS, AND VALVES. DO NOT INSTALL IRRIGATION EQUIPMENT AS SHOWN ON THE DRAWINGS WHEN FIELD CONDITIONS DIFFER. OBSTRUCTIONS OR DIFFERENCES TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR TO ASSUME FULL RESPONSIBILITY. ELECTRIC POWER TO BE PROVIDED TO THE CONTROLLER BY ELECTRICIAN. IRRIGATION AUDIT PROCEDURE 1. INSPECT EVERY IRRIGATION ZONE AND A WRITTEN REPORT SHALL BE GENERATED DESCRIBING PROBLEMS. THE REPORT SHALL INCLUDE A LIST OF EACH ZONE INSPECTED. USE THE FOLLOWING LIST TO ASSIST IN THE REPORT. • TURN OFF EACH ZONE FROM THE CONTROLLER (WHEN POSSIBLE) TO VERIFY AUTOMATIC OPERATION. FOR BATTERY OPERATED ZONES, TURN ZONES ON AT BATTERY CONTROLLERS. • CHECK REMOTE CONTROL VALVES TO ENSURE PROPER OPERATION. • CHECK SETTING ON PRESSURE REGULATOR TO ENSURE PROPER SETTING. (Depth of Pipe • CHECK FLOW CONTROL AND ADJUST AS NEEDED. ENSURE VALVE IS CLOSED WITHIN Vehicle traffic areas 10-15 SECONDS AFTER VALVE HAS BEEN TURNED OFF. • CHECK FOR LEAKS IN MAINLINE, LATERAL LINES, VALVES AND HEADS. Pipe Size finches) • CHECK SPRAY HEADS AND ROTORS TO ENSURE PROPER OPERATION. (e.g. LEAKS, 12-2.12 POP-UP HEIGHT, PROPER PATTERN, AND PROPER ALIGNMENT.) 3-5 6 and larost 2. CHECK PUMP STATION FOR PROPER OPERATION, WATER VOLUME, FLOW RATE, PRESSURE AND PUMP CAPABILITIES. Non vehicle traffic areas 3. INSPECT ALL FILTERS. 4. CHECK THE CONTROLLER FOR PROPER GROUNDING. 5. CHECK RAIN SHUT-OFF DEVICE FOR PROPER OPERATION. 6. INSPECT ALL VALVE BOXES AND COVERS TO ENSURE GOOD CONDITION. 7. CONDUCT ANY ADDITIONAL INSPECTIONS IF NECESSARY. EXISTING SYSTEM CONNECTIONS CHECK IF EXSTNG IRRIGATION SYSTEM IS PRESSURE DEMAND OR CLOCK START. IF EXSTING SYSTEM IS CLOCK START, ADDITIONAL WIRES MAY BE REQUIRED. CONNECT NEW WIRES TO EXSITNG IRRIGATION CONTROLLER SHOULD THE EXISTING CONTROLLER BE INSUFFICIENT TO HANDLE NEW IRRIGATION EQUIPMENT, REPLACEMENT OF THE EXISTING IRRIGATION CONTROLLER IS SUGGESTED. — LEAD VAP.ES TO CONTROLLER WT NOi W ilE SOR ✓ =mT I•EA[I1 RAIN BIRD RAIN SENSOR Depth of Cover (inches) 18 24 30 Pipe Size))nchesl Depth of Cover linchesl 12-¢ 12 6 2-3 12 4-6 18 more than 6 24 Sleeves under paved areas shall be installed to a minimum depth of 24" zO RmSN cPAOE/rOP oP uuLcx Purr Q vc u p a� PVE scH w iEE uiEEuvAiw 'uacacl rsEORcvmw APP- RAIN 31RD 1800 SERIES SPRINKLER O bY�R M u— U:NGIH OF E COILW OWATER PROOF CO .110N � 3 ] - S (I OF 2) --E 1 i BroiAe I! e � RENOTF eONTRW VAU.E 14 \. vA�N eat pG '—_ ;• yIN OS VE NoN YIlIx COHRYULCX ' Mlp riPY1Da ,• COIIOIp a 0— 6CH 00 HIPPIE (CLOSE) O Ia xtx Pk SrJ1 1 / Cwc uH ao ELL ®NNE �] Mwiwf0s A— R-) _ tOo BP1CR (I of 4) gP NE wPE SCH W NDPIE (T-INCN hI µ0 mts 10 FO,L. SusL. NW'w .) 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TRENCH DETAIL REVISIONS vsl uvNt RAwus � as 11B TS Q 55 T.05 N � SS P,5 Tg Eu ss as x V J_ Q I— Lu 12 Z _O 0Q"n�/ L^r' I..L Q Q 0 Z Q H Q m W to w � N mJLL uu x RwmE u(� o 3 ,�O ^Q oao 7 J O n5n sRmax[ eWs6a0 0-icY4 32 Nawi0vc. a Date 10/20/2025 Scale 1"= 20'-0" \\ Drawn AN Check EH Sheet IR-8 Of Sheels n.,. ------------------------------------------------------------------------------- ON PKT. S aTl7l m . ----- PA' -'NT WAIF--------------------------------- --------'------_- ---- -----a GUARDRAII SWASWALE :�� R,8 tot:Z '5•rLE - SWALE SWALE SWALE SWALE - SWALE - SWALE - SWALE --- SWALE - 5'4ALE SWALE SWALE LE � T O E 2fl! D 1Os. 1OA LOT30 b 02 VACANT 002 .40.3II t I1 -54INLOT 14 LOT 13 I LOT 12 LOT ft LOT 10 LOT 9 LOT 8 b. 302 `-COPIED CCCUPIED VACANT OCCUPIED OCCUPIED OCCUPIED OCCUPIED F.F.EL.=23.2' F F.EL.=23.2' f.F EL=i3.4' F.T.EL.=23.6' I F.F,EL=23 T E.F.EL.=2A 4' 0-6' METAL SEAWALL D. O3. 6md�0F4S0b.0'dA tbA?000'QOtt . 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WINDLOAD NOTES: =�4 No 73735 :9x: ALL POLE INSTALLATIONS SHALL BE SUITABLE FOR ISO MPH WIND WITH APPROPRIATE GUST FACTOR PER APPLICABLE ZONE OF INSTALLATION AS DEFINED IN THE FLORIDA BUILDING CODE. THE CONTRACTOR * 7 SHALL INCLUDE WITH THE SHOP DRAWING SUBMITTAL, A POLE WIND LOADING CALCULATION SIGNED 8 SEALED BY A STRUCTURAL ENGINEER REGISTERED IN FLORIDA SHOWING THAT THE PROPOSED 9; :¢ ' 9 *, STATE OF ' O •• •� INSTALLATIONS WILL MEET THE GIVEN WIND LOADING REQUIREMENT. �:'G�=O�, ��4S�ONALEN uunnn41A�1� AM.L CxsnvwlgaeAxR LOT LINE I tG w I � Z VARIES' T MIN - PROPOSED LIGHT LOCATION METER 'TT V 7 LL L METER yIT (TIT_ -j- O BOX V MIN. RIGHT OF WAY O J J O a .. .. 4A CONCRETE SIDEWALK, FPL ROADWAY POLE LOCATION NOT TO SCALE Lu H = ICslculatlon Summary ILoeI 4 Its p1Y�J Max A>1 in MaA��A�� IALLROADWAY O.fi2 �c 2.4 I M..; 3.1 12 (PROPERTY LINE FO O01 1.4 0 N.A. N.A. PERMIT LI WGCRITERIAISA MINIMUM AVERAGE OF66FOOT CANDLE,.WAVERAGETOMINIMUM DOCUMENTS RATIO OF 6:1. FOR A LOLL ROAD FOOT GREENBOOOK RECOMMENDATIONS, LuminaireS t duW REVISIONS SJ _ OH Almlgemenl Toth Lamp Lumens I LLF Destm'p60n L 27 SINGLE 4090 1.000 EPTTOI_F46N3O 41 27N I LEGEND JulYFPL ROADWAY LIGHTING POLE WITH SINGLE FIXTURE. GE TRADITIONAL CARRIAGE WITH SIDE PANELS LED FIXTURE, TYPE III, 38 WATT, 3,000k, 16.W MOUNTING HEIGHT AS INDICATED. BLACK FINISH ALUMINUM HOUSING, ACRYLIC LENS. FIXTURE CATALOG NUMBER SHALL BE AN GE EPT Ml F4BN30_ 120477V. (SUPPLIED AND INSTALLED BY FPL) LIGHTING NOTES 1. LUMINAIRE SHALL BE AS INDICATED PER LEGEND, DETAILS AND NOTES. I 2. LOCATION OF POLES SHALL BE A MINIMUM OF 1' FROM ALL UTILITIES C-1 ,p `-- .\ - _ I 1 1 I AND INSTALLED IN THE UTILITY EASEMENT. 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ON THE DATE ANDIDA TIME STAMP SHOWN USINGA DIGITAL SIGNATUnk PRINTED COPIES OF THIS DOCUMENT NOT CONSIDERED SIGNED AND SEALEDAND THE SIGNATURE MUST BE VERIFIED ON Mr ELLCTRON✓_COPIES DRAWN BY: ALC DATE: 0512812025 PROJECT NUMBER: MH2502 LIGHTING PHOTOMETRIC PLAN SHEET NUMBER EL1 1----------------------------------- ---------------------- SET TOM UN PItTAB - If LAVEAIENT EL.=2C.9+ L-- _--- - _ -'------ --- ------------------ -- ------------------ --- --- -_--__ 11 -- P�:VE`1ENT W'AI.Y_--_--------------- ----_ �(---PA!'cNEY -: P1K _-_-_______IAA-� __._--------------� -- --_--- SWA;.E SWhIE-SAIL. �Nhe WALL -SWALE -SWALE SWALE SIBALL Q,6`$W -SWALE -SWA:E D7U l 1L I \ 060 _ I 1 i 230 r' � INVERT 220.1 I EL=13.17' 11 / I6 0.' LOT I' I 0f7 0.1 VACANT I) LOT 7 LOT 6 LOT 5 LOT 4 LOTS LOT 2 LOT 1 111 p' OCCUPIED ..-I_ VACANT OCCUPIED OCCUPIED OCCUPIED (OCCUPIED ® 0501 F.F.EL.=23.9' F.F.EL.=23.2' I F.F.EL.-23.2' F.F,EL.=23.1' F.F.EL=23.6' 030.1 0120.2 0202 FND. 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D.0LAs, fYPE 2024' PLAST U.0 U.0 umU.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 LIM U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U.0 U U U.0 U.0 U.0 U.0 �. r � U" UJJ ULU V ; 44 � Y UAL UM IN. ERT ;NVERTSHEET NUMBER V.0 U.0 U.0 U.0 U.0 U.0 U.0 LIM r S00'00'00"W 1,257.55'(a e j E� =,3 , [I -136L EL2 j �• THE LICULL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALEO UNDER RULE S1GL15.005, FA.C. THIS ITEM HAS SEEN ELECTRONICALLY SIGNED AND SEALED SY MY L CHAMPAGNE-SPRER , P.E. CN THE DATE ANWOR TIME STAMP SHOWN USING A DIGITAL SIGNATURE.. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST 132 VERIFIED ON ANY ELECTRONIC COPIES. CITY OF Sf0,XST1 HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET a SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 a FAX (772) 388-8248 www.cityofsebastian.org Community Development Department Preliminary Plat — Site Plan Application Staff Report 1. Project Name: 2. Requested Action: Hawk's Landing Residential Subdivision Preliminary Plat and Site Plan Approval for the construction of 162 Townhome units across 28 buildings, Amenity Center, and Public Dog Park with access from Schumann Drive. 3. Project Location: a. Address: Schumann Drive, Sebastian, Florida b. Legal: See survey 4. Indian River County Parcel Numbers: See Site Data Table 5. Project Applicant: Firethorn Inc. 2500 Virginia Way Fort Pierce, FL 34981 (561)320-9812 6. Project Agent: Same as Engineer 7. Project Engineer: James Wesley Mills, P.E. Mills, Short & Associates, LLC 700 22"d Place, STE, 2C Vero Beach, Florida 32960 (772)226-7282 Wmills@millsshortassociates.com 8. Project Surveyor: KMA Engineering & Surveying, LLC 3001 Industrial Avenue 2 Fort Pierce, FL 43946 (772) 569-5505 BlaineB@KMAFL.com 1 9. Project Description a. Narrative of proposed action: Firethorn Inc. is requesting approval for a 20.38 acre parcel to be subdivided in to for a 162 townhome units with 28 buildings, amenity center, and public dog park. The proposed location is east of Schumann Drive, north and west of the Day Drive canal, and south of Dahl Avenue. The property is currently designated as an MDR (Medium Density Residential) Future Land Use, with a corresponding zoning of RM- 8 (Residential Multifamily, 8 Dwelling Units Per Acre). The development will provide a public dog park on the north side of the property with designated parking. It will also provide native preservation areas for the existing trees, and the necessary stormwater improvements and infrastructure. b. Current Zoning: RM — 8 c. Adjacent Properties d. North: e. East: f. South: g. West: 1. Zonin RM-8 RS-10 RS-10 RS-10 h. Site Characteristics i. Total Acreage: ii. Current Land Use(s): iii. Soil: iv. Vegetation: v. Flood Hazard: vi. Water Service: Current Land Use Single Family Residences Single Family Residences Single Family Residences Single Family Residences 20.38 acres Vacant Future Land Use MDR LDR LDR LDR Arents, Pomello Sand, Myakka Myakka Pine Flatwoods Zone AE and X Indian River County Utilities vii. Sanitary Sewer Service: Indian River County Utilities viii. Parks: Schumann Drive Park — 0.8 miles ix. Police/Fire: Sebastian Police — 4.4 miles County Fire — 2.1 miles 10. Comprehensive Plan Consistency a. Future Land Use: Consistent 2 b. Traffic Circulation: Consistent c. Housing: Consistent d. Public Facilities: Consistent e. Coastal Management: N/A f. Conservation: Consistent g. Recreation and Open Space: Consistent 11. Contents of Preliminary Plat: a. name of subdivision: Hawk's Landing Subdivision b. vicinity sketch: Provided C. legal description including section, township and range: Provided - survey d. north arrow graphic scale: Provided e. date of preparation Provided — October 28, 2025 f. name, address, and telephone of applicant: Provided as listed above g. name, address, and telephone of owner of record: Provided as listed above h. name, address, and telephone of mortgage holder: N/A i. statement that they will join in the dedication: N/A j. name, address, and registration number of engineer: Provided as listed above k. name, address, and registration number of surveyor: Provided as listed above I. name of adjacent subdivisions, if any, including plat book and page number reference: Provided M. names of owners of record of adjacent acreage: Provided n. contour map including a perimeter strip up to 150 feet in width. Provided 3 o. all existing watercourses, drainage ditches and bodies of water, marshes, and other significant, natural or man-made features: Provided P. name, aliment and width of all existing and proposed streets, alleys, rights -of -way or easements including name, right-of-way width, street or pavement width and established center line elevations: Provided q. all existing and proposed property lines, easements and right-of-ways, their purpose, their effect on the property to be subdivided, and the proposed layout of lots and blocks: Provided r. access points to collector and arterial streets showing compliance to the access requirements: Provided. S. all existing drainage district facilities and the ultimate right-of-way requirements: Provided t. utilities such as telephone, power, water, sewer, gas, etc., on or adjacent to the tract: Provided U. a statement that all utilities are available and have been coordinated with all required utilities: Provided — Utilities will be installed underground V. sites proposed for parks, recreational areas and schools: Provided W. location of all temporary structures or permanent structures having a temporary use: N/A X. if borders public water, delineate the mean high water line: N/A Y. plan for stabilizing shoreline with natural vegetative cover or other environmentally sensitive manner acceptable to DEP and the city: N/A Z. permanent reference monuments shall be shown at all block corners, at all points of reverse or compound curvature, and at all points of tangency occurring with block limiting lines: Provided aa. block perimeter returns at block corners or other block line intersection: Provided 12. Required Supplemental Information a. existing land use policy and proposed policy changes: N/A b. on -site wastewater disposal data: Provided C. surface water management plan: Provided d. traffic impact analysis: Provided e. required park land and/or facility improvements: Provided 4 f. required potable water improvements: Provided g. required wastewater improvements: Provided h. erosion and sedimentation control improvements: Provided i. reference to required improvements i. access: Provided ii. alleys: N/A iii. blocks: Provided iv. bridges: N/A V. comprehensive storm water management system: Provided vi. easements: Provided vii. lots: Provided viii. seawalls, bulkheads, piers and docks: Provided ix. soils: Provided X. streets: Provided xi. bicycle/pedestrian paths: Provided xii. off-street parking areas: Provided xiii. utilities: Provided xiv. utility installation: Provided xv. central water system: Provided xvi. central wastewater system: Provided xvii. individual sewage systems: N/A xviii. water and sewage treatment and processing plants: N/A xix. median strips and entranceways: Provided xx. traffic control devices: Provided xxi. monuments: Provided xxii. commercial and industrial subdivisions: N/A xxiii. mobile home subdivisions: N/A j. schedule of multiple phases: Not applicable, the project will be constructed in one phase 13. Contents of Site Plan: a. lot configuration: Provided b. finished ground floor elevation: 23.5' proposed C. contours and designating number of dwelling units: Provided d. square footage of site: 887,1667 SF total e. building coverage: 178,200 SF (Townhomes) + 3,470 SF (Amenity Center): 1 f. 0 h. k. 181,670 SF = 20.47% (40% max allowed) square footage of impervious areas and open area: Total impervious area = Open space = setbacks: a. Townhome regulation setbacks front setback = side setback = side (interior btw bldg.) setback = rear setback = 412,911 SF = 46.52% (60% max) 356,954 SF = 40.21 % (40% min) 25' required; provided 25' 5' required; provided 5' 20' required; provided 20' 10' required; provided 20' scaled drawings of the sides, front and rear of the building or structure: Provided generalized floor plan indicating uses and square footage of each proposed use within each building or structure: Provided building exterior construction materials and color: N/A building height: 30' 8" feet (35 ft. maximum) I. location and character of all outside facilities for waste disposal, storage areas, or display: No dumpster required, Universal Waste Service for each Individual Unit M. location and dimensions of all curb cuts and driveways: Provided n, number of parking spaces with their location and dimensions: Provided Per LDC Sec. 54-3-15.2 regarding parking: One and one-half spaces for each dwelling unit plus one visitor space per 5 required parking spaces for Townhome Developments Total spaces required = 243 Proposed parking = 316 dwelling unit spaces 31 guest and amenity parking 2 H/C spaces for amenity parking 349 spaces Two Spaces per acre for Public Park 0 Total spaces required = 2 Proposed parking = 2 standard spaces 1 H/C space 3 spaces o. details of off-street parking and loading areas (including requirements of Article XV): Provided P. all off-street vehicular surfaces available for maneuvering: Provided q. surface materials: Provided r. number of employees: n/a S. type of vehicles owned by the establishment: n/a t. If there is a combined off-street parking facility, required agreements: n/a U. Location of all pedestrian walks, malls, yards and open spaces: Provided V. location, size, character, and height or orientation of all signs: Sign locations and sizes have been provided in as submitted. Signs will be formally approved through the building permit process. W. location and character of landscaped areas and recreation areas: Provided X. location, design and character of all public, semi-public, or private utilities: Provided Y. location, height and general character of perimeter or ornamental walls, fences, landscaping: Provided Z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: Provided - Per Sec. 54-3-12.8(b), the project engineer shall also certify that the plans submitted to the city are the same as the drainage plan approved by the SJRWMD. aa. location of existing easements and right-of-way: Provided 7 bb. Land survey with complete legal description prepared and certified by a registered surveyor: Provided CC. Verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property: Provided 14. Site location and character of use: Provided 15. Appearance site and structures: a. harmonious overall design: Yes b. location and screening of mechanical equipment, utility hardware and waste storage areas: n/a C. commercial and industrial activities conducted in enclosed buildings: n/a C. exterior lighting: Provided — see site plan for locations, and photometric plan for details. d. Access, internal circulation, off-street parking and other traffic impacts: Provided a. internal circulation system design and access/egress considerations: Provided b. separation of vehicular and pedestrian areas: Provided 16. Traffic Impacts: Traffic analysis was provided and approved by IRC Traffic Engineering and City Engineer 17. Open space and landscape (including the requirements of Article XIV): a. Calculations of required type, dimensions and square footage of landscape materials and of required landscape areas, including: total site area, parking area, other vehicular use area, percentage of non -vehicular open space, perimeter and interior landscape strips, and required number of trees: Provided b. Location of required landscape areas and dimensions: Provided C. Location, name, height and size of all existing plant material to be retained: Provided T d. Location, size, height and description of all landscape material including name, quantity, quality, spacing, and specified size and specification of all plant materials: Provided e. Height, width, type, material and location of all barriers of nonliving material: None proposed Location, dimensions and area of landscaping for freestanding signs: Provided. g. Show all landscaping, buildings, or other improvements on adjacent property within five (5) feet of the common property line: Provided 18. Required screening of abutting residential and nonresidential uses: Provided — required along west boundary line. Opaque fencing is being installed in accordance with Article XIV 19. Flood prone land and wetland preservation: n/a 20. Surface water management: Provided 21. Soil erosion, sedimentation control and estuary protection: SWPPP provided 22. City Engineer's review: The Preliminary Plat and Construction plans were reviewed by the City's Engineer and approved. 23. Other Matters: • Considering this site has an enormous amount of vegetation, staff feels the applicant did an excellent job by the native preservation calculations required by the City's Comprehensive Plan and also provided additional landscaping along the canal side of the of the project to provide an extra buffer. 24. Analysis: Staff has reviewed the proposed plat and site plan in accordance with Article 18 and 19 of the Land Development Code regarding the following: • Ingress/egress to and from the development area; • Adequate internal streets; • Access to water and sewer; • Adequate access to the utility system/capacity of those utilities to support development; • Adequate drainage; • Fire and Police access; • Recreation and access to amenities; • Street lights; • Sidewalks; • Flora & Fauna protection; and has found the application to be of sound design and, with consideration of discussed matters and the recommended Conditions of Approval, in compliance with city subdivision and site plan requirements. 25. Conclusion: The proposed Hawk's Landing Subdivision is consistent with all applicable state and local laws with respect to subdivision and site plan development, including provisions contained within the city's Comprehensive Plan and Land Development Code. 26. Recommendation: Staff recommends approval of the proposed Preliminary Plat and Site Plan for Hawk's Landing Subdivision with the following conditions: 1. No conveyance of property shall occur until Preliminary Plat and Final Plat are approved. 2. A plan to avoid monotonous color schemes and elevations for the townhomes shall be submitted for staff approval prior to issuance of the first building permit 3. Submittal of a signed School Concurrency Availability Determination Letter (SCADL) from the School Board must be submitted to staff before issuance of the first building permit. PRE RED BY 10 31 X-r 20 � DATE m In lw -iw� r a F- r A/C FAL V.LI F. IJC ZTE' G L. TO VENBI' LONDEMM HVAOI —DEN—L. TD LOCATION OF TEAMBATE NEXT TO I —BATE LINE OEA eLAB. CONDENSER VERIFY LOG. wl BITE PLAN 05 VaM 25 BH F 5GD . LIVI'NG i 94'CLI IVING ❑INING.4 J r / kND • NOTE. MV//L�pyBxN � µL E N' CTRL:.Y 1'. 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NWABHEFa _ �YL _ I r 1 i / � J \ BEDROOM 2 e'a CLG. .B - BEDROOM 3 EGR>95 3N E �RES3a• 2ND FLOOR PLAN WALL LEGEND © 9a'Nl'. CMO WALL I O 2—A'- LMU'NALL NON-BERRING W%L FALL PROTECTION DEVICES FwsLEWRIO 3cREATERTwwnWcx6s AsavE Hx,sxEn OTH OPEN GCWIiAN D—AFTEFOO—FE�RPM�xSWFE�LEAEETIEDMTOWL uLaMNG—wwOaW TO —OPEN, swat—FEDUCE THE NET CLEAR OP.—AHEAOFTHE WINDOW TO LE6G ll1u. MINIMUM 66E AND GIMEN9IONS —RED FCR EGRESS WHERE AFPLA—E NOTE: INTERIOR DOORB ARE TO BE e'b' 9TANOARO WITH OPTIONAL ea-eJ HEIGHT I ,pa• ra• 1sa•_ aka` A,D FADV LLF. AIC CDNOENBER HVAO NOTE. G.O TD&W CONDENSATE LIRE TO LOFAT'ON OF TERMINATE NE%T TO CONDETV9ATEUNE B LOC R WNlAN UNDER BLa6 AL__ -J DISCONNECTCT �� �.' R ----- 90TT08TOF l7NlEl�B-0'-----1 E 'b o' DING 1 _ LIVINCif jT vr.vt '-"4 DINING / � rs•cLa + 3n-yy11 2Nl1lNEEWALLN0IE PPOVIOE :��6RDi+c�AL CON�WITO Y2'heLRHAN611i1TOS �- '@ 3w Tai' r I• — CHE A� � 29 aT: GFt _ 65H T�OV6WYFUr � � � F Pt d WT• + BEES. SrRJCTIRAI IJ�Eyi • 1N OO�T�••GYP. + Bd�GwA`RWA�INe —OsPh'1 ,F4RwME wDDir VNIORAIL- e H AID: LINE STAIRV OOF Ery OR N NOSING J FOYER` a' - - S CLG EL. I I W 4 PA,'I EL1 jl 9: L -zT•` T-1D- �f -BDTTOMOF IJNTEL�r-0- xr-0• MAIN FLOOR PLAN ruk: 1N'=1'd V) v yg$ 0 2 Ln ~ � Q 0 sm rQ Wo Zs i6 ati M FILE: C:1UsamXdevinWppDatalLa lWlcrosoftlWlndows51Ne1CechokContent.OutlooklF6BONVNO1Mirade BU Townhomes-Tampa Plot 2025.03.03 release to client (003).dwg r Ll Z I� C I D Z 6 0 -ID M7' It �4 I ry I im 114 ®O 9 L.-h-l-L)"J, [I � /!I �I 1'fl a o -- ]_�II_._ _I DATE: 6119f 2025 a I.MEL �L I II II - r 1 IN 9----------I y 1 I i II 1 II I II I II ----------I lloi _ 1 I I 1-71 ' ---'- o------- I ---------- I 4 I I � I I I + I I � a':i• � l l I i •� • I ram• f�-I ! I I 9 I l I wj I M 1 I I � j1�1�,y1•r •� V I 5 I RAI I 4 I E ISSUE DKX COMMENTS a Titl99HEEr I I IMwNlusr OECBBB Br •PPROVEB1 Brie ) ISEEBHEET I TIME: 3:29 PM 4 O M mq m 1 m in m=��mmm� Is INN �M US 1 r � � r ,,:r• f F m m z I° Mills, Short ?—Associates PHONE: 772.226.7282 wEBSITE: C.A. k 30699—.MIII.Sh dA .tes.com 700 22M Place. Sohn 2C721) Vera Beech. Flohtle 32980 FILE: C:lUsersldevinlAppDatalLocallMicrosoMWindowsViNatCachelContent.OutlooklF6BONVNOXMirsda 6U Townhomes -Tampa Plot 2025-03-03 release to client (003).dwg DATE: W1912025 tear 1 3r w g Q SUE OATS COMMENTS yI� Omm By CItE00Y APPBOVEO BY SLIME: 1 SEE SHEET TIME: 3:28 PM H h 7 9 9 b 9 9 6 oMMI D ■ o D G�3c 9 rn :g r in, O 6omgBc3 rn WIND i RI ND i Mills, Short 8 Associates PHONE 772.226.7282 WESSITE: CA.#.30698 Y. "ItIBsnoNAesooIBIBB.can, 70022nd Plow, Suits 2C2D Vero Beech, Fronde 32960 AM LEGEND OF SURVEY AMBRIEV11711W, DIDTA AIGUE W. Caaep I L----J I I I I I I L _— -- I+---- WcKowt _J IF 4 __G I L-:, a - .or —uMe Mueo, GIIW _T_ J_ SHUMANN DRIVE NIUdI INC. Oau­ w FINTereve-outV, Naaatar a— or EN. RNVL et ItAeID a'°�, r IH 1� �� i i ---i --i— i---1---i---�j------I----I---� ---�-- I -- eox— _— mu, lao. ewnaw sa. 6TA. er.Am ssaaal, smAiWaaMvalaY Pflul ZNl aUUnrm nNal e. IT LCT LOT _0T 4 LO-- LCT F_ Li T_ TaiNaaMerxe ­ TI L ek- raw. L — 4 alaor elaa wca NOO*00'00'E 1,132.5541 ter FNO... T,:, Uong, b _C' 2 LEGEND or SURVEY SYN"O'S n "Lot W..__ 0 - Ull I- 0 1176k f3L9CK 553! Foul, LC.T CLO LOT wATIR VALw ­P_ auaMa!rUoa us Lj > APPLEBURG STREET BLOCK 584% LOTS I-ZS. BLOCK 't* Ole R/w C) 582 AM LOTS Z-2q BLOCK 581 SEBA5_11AN HIGHLANDS. UNIT-17 0 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLATBOOK Oft, PAGE 4G OF THE PUBLIC RECORDS _�T - or MAN EVER Go. FLORDA. SAID LANDS LYING IN MAIN RAVER GO- FLORIDA. D 0 CONTAINING 20-Ab ACRES MORE OR LESS BLOCK Al . _T z: P b 4 LIT lb I SURNIET NOTES� U 1. LANDS 5HO" HEREON writz NOT ABSTRACTED 1%CMT5-Oi AM/Olt EASEMEMTS OF REGGRO. FOR Cl 2- THIS SURVEY Is cmww ONLY TO THE 3 LEGDrSC&"= UnM By GUl 41 AL OMOWNUCD INDWIDUALS. S& FT. OF NOUN OF SHOM SUPPLep BY a,!mT. _CT 5. No STRICTLIMS OR URJTES THAT ARE allCATh THE SURFACE mvr. SEEM LOCATM ALL SET GAPS LANMD M LA 8351 ARE SUPPORTED WTIH AN 18' LONG *5 RML41L ALL FOUND CARS ARE A 7. AM LOT DIMENSIONS Of FLAT AM MEASURED 5/5' ROD WITH A CAP AS LABELED ON SURVEY. UNLESS OTHERMSE MOTO. LOT 6. 5FAMC, BASE ON EAST LIKE Of FAIRMIL •-L ORGINAL RC fft OOGO2.7 m-.2o.w NAvD as. 61 10. ELEVATOMS OF STIOWN) HEREON AM D-60 ON K&VM. O.Bin UNLESS OTHODIIIS[ NOTED. IL HORIZONTAL CONTROL WAS ESTAZUI"M BY GLOBAL NAVIGATIONies SATULTE SYSTEM CGKSS] USING — - ------- SUNBURST STREET 15 M ELEVATIONS WERE ESTABLISHED BY GLOBAL 4. NAVIGATION SATELLITE SYSTEM CGNSS) REAL TIME P` KINEMATICS UM USM FLORIDA WARTMINT OF TRANSPORTATION : FLORIDA PERMANENT REFERENCE 011 rMw *IT" Y or 5 I'MORMED. ALL VERTICAL ACCURACY 15 0.2 TOW PLUS OR MINUS. BLOK 581 1EMEN 13. EA5TS NOT SHOWN AT THIS TIME. � L-7 LCT 1- ii! _CT _7 0' Z j� T "j- 'T —zap "M HAWKINS C7 0 —T A ....... J01- L�IT E ------------------ .w DETAIL. A DETAIL 8 Z=.. 500,00,001W 1257.55 50NUMANN WATERWAY L-1 - M00'00'00'E 125.00' R-225.00' RAC. L-2 - N3459'31T 61.03' emran or L-3 - N26*3427W 55.93' L-4 - N00*00'00'E 125.00, Ir C,5=545'00100'W L-5 - N90'00'00*E G25.01, LCT .5 rD.318.20' ------ -T I _�T 5 LOT 2 LCr 1= I _DT _C7 ISEW MANHOLE DETAIL - NTS 4if' THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE NOT VAUD Yt. FLOOO ZC?C. x "THOUT THE IIGN1111111 AND ORICINAL RAISED OR ELEWPO C SEAL OF L"6/am FLORIDA LICENSED R�EYCR AND MAPPER- N BOUNDARY/TOPO DATE- REVISIONS- BY. EFFEll DATE. DAY DRIVE Digitally signed 3/21/20 UPDATED SURVn LEII PAWL NO lao""On" j by William E W INDI AATES EXISTING ELEVATION I DT -- — - — - W.E.M. C MS PROl EUEVATION T56®RIll KMA Engineering & Surveying, LLC 6/30/241 ADDED SEWER INFO LENT & IN A1­8U1LT ELEOICH ELEVATIONS ARE FOR CAUC 1.1a�I.T.I.Iliam E Hayhurst SMD — — ---- C__U,S o=Florida Consulting Engineers & Surveyors B.D.R. W7/2Z UPDATE SURVEY PURPOSES ONLY Reason: I attest to [ha and Integrity of this docurn accuracy 1---377 1 ant 3001 Industrial Ave 2 Fort Pierce, Florida 34946 Datw. 2023-09-28 14:01-04:00 KMA Phone: (772) 569-5505 (772) 569-6680 E-Mail: survey@mkinan.com 17 1 WILLIAM E. HAYHURST Certificate of Authoritarian Number: L.B.Iii 04/04/1q PROFEMONAL SURVIMR Me IFLORMAL RWHIM-1110N NOUS 23-21q2 I a di JURISDICTIONAL PERMITS: CITY OF SEBASTIAN PRELIMINARY PLAT CITY OF SEBASTIAN LAND CLEARING PERMIT CITY OF SEBASTIAN RIGHT-OF-WAY PERMIT INDIAN RIVER COUNTY UTILITY CONNECTION PERMIT FDEP DOMESTIC WATER CONNECTION PERMIT FDEP WASTEWATER CONNECTION PERMIT ST. JOHNS WATER MANAGEMENT DISTRICT ERP CITY OF SEBASTIAN DEWATERING PERMIT CITY OF SEBASTIAN IRRIGATION PERMIT OWNERS/APPLICANT: OWNER APPLICANT ST. LUCIE DEVELOPMENT CORP. Ft1RETHORN INC VERO BWCH.RORIM 31951 FdiT PEIRCE. RORIM 919S1 vNONE RT21 Wt329S PHONE (551) 32PBBI2 EMMAL INFO®FIREOiORNSOILT.CpA PROJECT TEAM: CIVIL ENGINEER —II, SMDRr a AssacaTEs 7W 22ND PLACE. SUITE =2D VERO.EACH. RONIM._ PHONE:(772)Y TM EMAIL: WMRLS®MILLSSHORTASSOCWTES COM TRAFFIC ENGINEER NACNEN2IE ENGNEERING AND BANNING, INC. 11. -30TH ST. SVRE 595 PAIN cm. Ra1990 PHONE (n2129a-0920 ENVIRONMENTAL a0vANDEO RESTDRAnDN EcOLDGv 2SONEROBERTAST. 2ENSEN BEACH. R3 W EMIL: DREW.MTE WOw®GMNL wM OWNERS REPRESENTATIVE OIS ESTMCM WAY BOYNTON BEACH. RORIM 23135 RN)NE M7)514DiSB El A DAME®TERRA501.OGROUP.COM LANDSCAPE ARCHITECT M�cARtta AS CC_S w2oscELD STREET, suITE la snuar, RONIM 2a9sa PHONE: (n215A1.9222 EMAIL: NIKE®MGCARTYIANOPLANNING.wM SURVEYOR KMA ENI VEERING AND SLIRVEYING. LLC t ITS 25TH SntEEf VERO BEACH, PLORIDA1M60 PNONE. c"2)5 ss0s ElNL- S W NEBGNMAEL.CUM " �� I1 I DIAN lj I\ I I" COUNTY, FLORIDA SECTION: 19 TOWNSHIP: 31S RANGE: 39E PRELIMINARY PLAT / SITE CONSTRUCTION • LS t �_ SITE LOCATION SITE LOCATION MAP SCALE: N.T.S Z SUBMITTAL DATE: INITIAL SUBMITTAL: MARCH 2O25 REVISED SUBMITTAL #1: JUNE 2025 REVISED SUBMITTAL #2: AUGUST 2025 SITE VICINITY MAP SCALE: N.T.S z SHEET INDEX: G-1 TITLE SHEET G-2 GENERAL NOTES G-3 GENERAL NOTES C-1 EXISTING CONDITIONS C-2.1 HORIZONTAL CONTROL C-2.2 PRELIMINARY PLAT C-2.2 HORIZONTAL CONTROL DETAILS C-3 GRADING AND DRAINAGE PLAN C-4.1 PAVING, GRADING, AND DRAINAGE DETAILS C-4.2 PGD CROSS SECTIONS C-4.3 ENTRANCE PAVING, GRADING AND DRAINAGE C-5 UTILITY PLAN C-6.1 UTILITY DETAILS - WATER C-6.2 UTILITY DETAILS -SEWER C-6.3 UTILITY DETAILS -SEWER C-7.1 UTILITY PROFILES C-7.2 UTILITY PROFILES C-7.3 UTILITY PROFILES C-8 STORMWATER POLLUTION AND PREVENTION PLAN C-9 STORMWATER POLLUTION AND PREVENTION DETAILS L-1 LANDSCAPE PLAN & LANDSCAPE DATA L-2 LANDSCAPE PLAN L-3 LANDSCAPE PLAN L-4 LANDSCAPE PLAN L-5 LANDSCAPE PLAN L-6 LANDSCAPE SPECIFICATIONS, DETAILS, & NOTES L-7 TREE MANAGEMENT PLAN L-8 TREE MANAGEMENT PLAN L-9 TREE MANAGEMENT PLAN IR-1 IRRIGATION INDEX IR-2 IRRIGATION PLAN IR-3 IRRIGATION PLAN IR-4 IRRIGATION PLAN IR-5 IRRIGATION PLAN IR-6 IRRIGATION PLAN IR-7 IRRIGATION PLAN IR-8 IRRIGATION DETAILS EL1 LIGHTING PHOTOMETRIC PLAN EL2 LIGHTING PHOTOMETRIC PLAN 0 ma� VY N > r e � o> U � N .v ` V o�Q N .= fl < W. 0 LU Na N.09 OJT c 9 L�..Ucc 9 J o 0 - oo _cU) G m � ) °iS C �3 V 1 1= _NU d 13 J 8�� Boa —a� James 1s=. ""52 � cD 1 1 Z N Z N O >O rc Z ' F Y zQ f to N 2( W€F o PRN.NO. 211980 MTE 1n9n025 •, SHEET NO. G-1 GENERAL NOTES: 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST JURISDICTIONAL STANDARDS AND FOOT. PI T WITH JURISDICTIONAL SPECIFICATIONS AND WITH THE FLORIDA D.O.T. ROADWAY& TRAFFIC STANDARDS 2. PAVEMENT STRIPING TO IN ACCORDANCE IT J S E CURRENT EDITION. 3. ALL TRAFFIC CONTROL SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 4. WHERE MUCK OR OTHER ORGANIC MATERIAL IS FOUND, IT SHALL BE REMOVED AND REPLACED WITH QUALITY BACKFILL MATERIAL OBTAINED FROM THE GRADING OPERATIONS OR OTHER SOURCE APPROVED BY THE ENGINEER, THE ORGANIC MATERIAL SHALL BE THEN USED AS TOP DRESSING WHEN MIXED WITH CLEAN SANDY SOIL. S. THECONTRACTOR SHALL NOTIFY JURISDICTIONAL PUBLIC WORKS DIVISION AND MILLS, SHORT & ASSOCIATES AT LEAST ONE WEEK BEFORE COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR SHALL OBTAIN AN FOOT RIW PERMIT PRIOR TO COMMENCING WORK WITHIN FOOT RIGHT-OF-WAYS. 6. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. 9. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER- 10, CONTRACTOR SHALL SUPPLY DENSITY TEST TO ENGINEER ON ALL SUB -GRADE AND BASE. TEST SHALL BE PREPARED PER AASHTO T-160 METHOD. 11. SLOPE GRADES FROM ELEVATIONS SHOWN TO THE EXISTING GRADE AT PROPERTY LINE. 12 CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 72 HOURS IN ADVANCE FOR ANY INSPECTIONS. 13 ANY EXISTING FLOW WELLS SHALL BE PLUGGED AS PART OF SITE DEVELOPMENT. 14, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES. SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 15. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES 15 THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME IFITISNECESSARYTO SHORE, BRACE. SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK - IS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRICTION AREA BEFORE COMMENCING WORK. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. PAVING AND DRAINAGE NOTES: 1. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCE BETWEEN CENTERLINES OF DRAINAGE STRUCTURES. 2. OTTCH BOTTOM AND CONTROL STRUCTURE INLET GRATES SHALL BE SECURED WITH CHAIN AND EYEBOLT. 3. FIVE (5) FEET OF SOD IS REQUIRED AROUND ALL DITCH BOTTOM INLETS, MANHOLES, HEADWALLS AND MITERED END SECTIONS. 4. TOP ELEVATIONS OF MANHOLES IN GRASSED AREAS SHALL BE LOCATED AT FINISHED GRADE ELEVATION. 5. AS AN ALTERNATIVE, CONTRACTOR MAY USE ALTERNATIVE PIPE MATERIALS IN LIEU OF THOSE SPECIFIED IN THE CONSTRUCTION DOCUMENTS. HOWEVER, CONTRACTOR MUST RECEIVE APPROVAL OF ALTERNATIVE PIPE MATERIALS IN WRITING BY THE CONTROLLING JURISDICTION AND MILLS, SHORT & ASSOCIATES PRIOR TO CONSTRUCTION. 6. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. TOPSOIL WHICH HAS BEEN STRIPPED AND STOCKPILED DURING THE COURSE OF CONSTRUCTION SHALL BE REDISTRIBUTED ON ALL REGRADED SURFACES SO AS TO PROVIDE AT LEAST FOUR INCHES OF EVEN COVER TO ALL DISTURBED AREAS OF THE DEVELOPMENT AND SHALL BE STABILIZED BY SEEDING OR PLANTING. 7 ALL DISTURBED AREAS WITH SLOPES UP TO 6.1 SHALL BE SEEDED AND MULCHED. SLOPES STEEPER THAN SA SHALL BE SODDED AND SLOPES 3.1 OR STEEPER SHALL HAVE THE SOD PEGGED, S. SEE TABLE 2.0 ON SHEET G-3 FOR REQUIRED STORM PIPE COVER BENEATH AN UNPAVED SECTION, RIGID PAVEMENT, AND FLEXIBLE PAVEMENT. S. THE TABULATED VALUES ARE RECOMMENDED MINIMUM DIMENSIONS TO WITHSTAND ANTICIPATED HIGHWAY TRAFFIC LOADS. ADDITIONAL COVER MAYBE REQUIRED TO SUPPORT CONSTRUCTION EQUIPMENT LOADS OR HIGHWAY TRAFFIC LOADS BEFORE PAVEMENT IS COMPLETED. SOME SIZE THICKNESS COMBINATIONS MAY REQUIRE MINIMUM COVER GREATER THAN THOSE LISTED ABOVE. SEE FDOT ROADWAY & TRAFFIC STANDARDS, CURRENT EDITION. 10. ALL RCP STORM WATER PIPE SHALL MEET THE COVER & CLASS CRITERIA AS OUTLINED IN FDOT ROADWAY & TRAFFIC STANDARDS, CURRENT EDITION. 11. ALL STORM PIPE JOINTS SHALL BE WRAPPED AS SPECIFIED IN FOOT ROADWAY& TRAFFIC STANDARDS, CURRENT EDITION. 12. THE LAST FOOT OF STORM WATER POND SHALL NOT BE EXCAVATED UNTIL ALL DISTURBED AREAS ARE STABILIZED- 13. ANY FILL MATERIAL MUST BE APPROVED BY ENGINEER IN WRITING PRIOR TO PLACEMENT. % SIGNIFICANT CARE MUST BETAKEN WHEN GRADING RETENTION PONDS TO ENSURE THAT POND BOTTOMS DO NOT BECOME COMPACTED DURING CONSTRUCTION OR SEALED BY CONSTRUCTION SEDIMENT. IF SEDIMENTATION OR COMPACTION OF A POND BOTTOM OCCURS. R WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE THE DESIGN HYDRAULIC CONDUCTIVITY. 15. THE SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT(SJRWMD), REQUIRES ALL PROPERTY OWNERS TO PERFORM A STORMWATER SYSTEM INSPECTION TO ASSURE THE PONDS, INLETS, AND PIPES ON 517E ARE BEING WELL -MAINTAINED (E.G.. PROPERLY MOWED AND CLEAR OF DEBRISA THE INTENT IS TO GUARANTEE THAT CONTAMINATED RAIN RUN-OFF FROM THE PROPERTY WILL NOT ADVERSELY AFFECT THE SURROUNDING AREA 16, ALL PAVING,CONSTRUCTION,MATERIALS, AND WORKMANSHIP WITHIN COUNTYS RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR FOOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 17. ALL UNPAVED AREAS IN EXISTING RIGNTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 1S, TRAFFIC CONTROL ON ALL FOOT, LOCAL AND COUNTY RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 10. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 20. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN. 21. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. 22. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT. 23. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 24. IF DEWATERING IS REQUIRED. THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 25. FIELD DENSITY TESTS SHALL BETAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO FDOT STANDARDS. IN THE EVENTTHAT THE CONTRACTOR DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS AS NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 26. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 27. ALL CUT OR FILL SLOPES SHALL BE 4(HORRONTAL):i(VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN. 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALLPROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 29. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORMWATER PIPING PER MANUFACTURER'S RECOMMENDATIONS. J LL SANITARY SEWER NOTES: 1, ALL MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH JURISDICTIONAL MANUAL OF STANDARD SPECIFICATIONS FOR WASTEWATER CONSTRUCTION. 2. ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER. 3, PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERLINE. 4. ALL SANITARY SERVICE LATERALS SHALL BE 5 INCH DIAMETER, UNLESS SPECIFIED OTHERWISE ON PLANS. 5 INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 6. MINIMUM AS BUILTS' PVC SEWER LINE SLOPE WILL BE 0.40% MINIMUM SLOPE OR WILL BE RELAID BY CONTRACTOR TO MEET THE MINIMUM SLOPE REQUIREMENT AT NO ADDITIONAL COST. 7, MARK LATERALS WITH 4' X 4' X 8' PT POST PAINTED GREEN ON END. 8. PIPE MATERIAL IS ASTM 133034, SDR-25 UNLESS OTHERWISE NOTED. W AMINIMUM OF 1.00% SLOPE SHALL BE MAINTAINED ON THE SANITARY SEWER SERVICE LATERALS. AT NO TIME SHALL A SANITARY SEWER LATERAL HAVE SLOPE OF 15%OR GREATER. 10. SANITARY SEWER GRAVITY MAINS ARE TO BE UPGRADED IN MATERIAL TO WATER MAINS STANDARDS AND HYDROSTATICALLY PRESSURE TESTED WITH WATER TO ENSURE JOINT TIGHTNESS IF EITHER OF THE HORIZONTAL OR VERTICAL MINIMUM REQUIRED CLEARANCE FROM A WATER MAIN CANNOT BE MAINTAINED ORIFTHE SEWER MAIN IS ABOVE THE WATER MAIN. 11. LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: A THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. B. EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. C. AIR TESTS, AS MINIMAL. CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-924 FOR CONCRETE PIPE. ASTM F-1417 FOR PLASTIC PIPE AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. AIR TESTING. IF SPECIFIED FOR CONCRETE SEWER MANHOLES, CONFORMS TO THE TEST PROCEDURES DESCRIBED IN ASTM C-1244. 12. DEFLECTION TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES. CHAPTER 33.85, FOR ALL GRAVITY SANITARY SEWER LINES. TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL -PIPE SYSTEM. TESTING REQUIREMENTS SPECIFY -- A. NO PIPE SMALL EXCEED A DEFLECTION OF 5%. S. USING A RIGID BALL OR MANDREL FOR THE PIPE DEFLECTION TESTS WITH A DIAMETER NOT LESS THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE. DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX. TO WHICH THE PIPE IS MANUFACTURED. C. PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES. WATER MAIN CONSTRUCTION NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH ANNA STANDARDS AS WELL AS THE UTILITY PROVIDERS MANUAL OF STANDARDS AND SPECIFICATIONS FOR WATER MAIN CONSTRUCTION. 2. SEPARATION REQUIREMENTS (SEE TABLE 1.0-UTILITY SEPARATIONS ON SHEET G3) 2.7. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS, SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS. RECLAIMED WATER PIPELINES AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS: 2.1.1. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST T BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAG, 2.1.2. NEW OR RELOCATED UNDERGROUND WATER MAINS SMALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST T AND PREFERABLY 10' BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. 2.1.3. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST 6' AND PREFERABLY 10 BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610 FA.C.. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO 3' WHERE THE SOTTOM OF THE WATER MAIN IS LAID AT LEAST S ABOVE THE TOP OF THE SEWER, 22. VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS OR RECLAIMED WAFER PIPELINES: 2.2.1. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY GRAVITY OR VACUUM -TYPE SANITARY SEWER PIPE SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 6' AND PREFERABLY 12' ABOVE OR AT LEAST 12' BELOW THE OUTSIDE OF THE OTHER PIPE. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE 2.2.2. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER. WASTEWATER OR STORM WATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAINS IS AT LEAST 12'ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. R IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 2.2.3. AT THE UTILITY CROSSINGS DESCRIBED IN THE ABOVE PARAGRAPHS. ONE FULL LENGTH OF WATER MAIN PIPE SMALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 3' FROM ALL JOINTS IN VACUUWTYPE SANITARY SEWERS, STORM SEWERS, STORM WATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC., AND AT LEAST S FROM ALL JOINTS IN GRAVITY OR PRESSURE -TYPE SANITARY SEWERS. WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDERPART III OF CHAPTER 62-610, F.A.G. 2.3. NO WATER MAIN SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF A SANITARY SEWER MANHOLE OR A STORM SEWER MANHOLE. 24. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO 7HAT THE DRAINS ARE AT LEAST TFROM ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAN OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDERPART III OF CHAPTER 62-610. FAC.. AT LEAST T BUT PREFERABLY 10' FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE -TYPE SANITARY SEWER. WASTEWATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDERPART III OF CHAPTER 62-610, FAC. AND AT LEAST 1T FROM ANY EXISTING OR PROPOSED ON -SITE SEWAGE TREATMENT OR DISPOSAL SYSTEM AS DEFINED IN SECTION 3B7.00652(2). F.S. AND RULE 64E-6.002. FAC 2.5. EXCEPTIONS,NITIGAMON: ADHERENCE TO THE ABOVE CONSTRAINT'S AND SEPARATIONS IN THE ABOVE ITEMS SHALL BE COMPLIED WITHOUT EXCEPTION. IF FOR SOME REASON WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE THAT THE ABOVE ITEMS CANNOT BE COMPLIED WITH. CONTRACTOR IS TO STOP WORK AND NOTIFY THE ENGINEER OF RECORD FOR THE APPROPRIATE SOLUTION. THE SOLUTION WILL BE SUBMITTED TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR APPROVAL PRIOR TO WORK COMMENCEMENT. 3. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES AND MAINS. 4. DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED THOSE RECOMMENDED BY THE PIPE MANUFACTURER S. ALL GATE VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST IRON VALVE BOX WITH COVER, WITH THREADED EXTENSION WHERE NEEDED. 6. ALLPUBUC WATER SYSTEMS COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT SHALL BE INSTALLED UNDER THIS PROJECT, AND THAT SHALL COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF INTERNATIONAL STANDARD fit AND SHALL BE MARKED WITH NSF SEAL OF APPROVAL 7. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED MARKED IN ACCORDANCE WITH SUBPARAGRAPHS 62355.320(2II(bPA FAC., USING BLUE AS A PREDOMINANT COLOR. ALL DUCTILE IRON WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE TOP 90 DEGREES OF THE PIPE. SAID STRIPE SHALL BE A MINIMUM 21NCHES IN WIDTH AND SHALL BE BLUE IN COLOR IF PAINT IS USED INSTEAD OF TAPE. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PAINT APPLICATION. FOR PIPE WITH AN INTERNAL DIAMETER OF 24- OR GREATER, TAPE OR PAINT SHALL BE APPLIED IN CONTINUOUS LINES A LONG EACH SIDE OF THE PIPE AS WELL AS A LONG THE TOP OF THE PIPE. 8. ALL NON-METALLIC WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 14 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. SEE STANDARD DRAWINGS. IN ADDITION. ALL PVC WATER MAINS SHALL BE A SOLID BLUE COLOR, 9. MARK DRINKING WATER SERVICES WITH A C X 4' X 8' PT POST PAINTED BLUE ON END, 10. PIPE MATERIALS: ALL PIPES, PIPE FITTINGS. PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES. FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO APPLICABLE AWWA STANDARDS. A. FVC WATER MAINS 4INCHES TO 12 INCHES SHALL BE IN ACCORDANCE WITH ANNA C900. LATEST EDITION AND SHALL SE DR18. PVC WATER MAINS 14 INCHES TO 36INCHES SHALL BE IN ACCORDANCE WITH AW WA C985, LATEST EDITION AND SHALL BE DR78. PVC PIPES LESS THAN 41NCHES ARE NOT ALLOWED WINE UTILITY PROVIDERS, IN OTHER JURISDICTIONS. THEY SHALL BE IN ACCORDANCE WITH ASTM DI785 (SCHEDULE 40.80, 120) OR ASTM D2241 SDR 21. MINIMUM WORKING PRESSURE FOR ALL PVC SHALL BE 150 PSI. ALL PVC PIPE SHALL HAVE THE SAME O.D. AS DUCTILE IRON PIPE PVC PIPE JOINTS SHALL BE IN ACCORDANCE WITH ASTM D3139 AND AW WA STANDARDS. B. DUCTILE IRON PIPE SHALL CONFORM TO ANSI A21.51IAW WA C151 AND SHALL BE A MINIMUM OF CLASS 50. DUCTILE IRON JOINTS SHALL BE IN ACCORDANCE WITH ANSI A21.11 AND ANNA Cl 11. C. ALL SERVICES SHALL BE POLYETHYLENE TUBING, CLASS 160 AND SHALL BE IN ACCORDANCE WITH ANNA C901. 11. WATER MAIN CONNECTION SHALL BE MADE UNDER THE SUPERVISION OF THE UTILITIES DIVISION. ALL VALVES SHALL BE OPERATED BY PERSONNEL ONLY. WATER MAINS ARE TO BE DISINFECTED PER ANSIVWA C651-92 AND UTILITIES DIVISION MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION SECTION 51.6 WHICH INCLUDES A FULL FLUSH. 12. ALL VALVES SHALL BE LOCATED IN NON PAVED AREAS, UNLESS SPECIFIED ON PLANS. 13. FIRE HYDRANT LEADS SHALL HAVE A MINIMUM INSIDE DIAMETER OF WAND SHALL INCLUDE AN AUXILIARY VALVE. 14. IF AGGRESSIVE SO LL CONDITIONS ARE FOUND DURING CONSTRUCTION, WATER MAINS SHALL BE PROTECTED THROUGH THE USE OF CORROSION RESISTANT MATERIALS. THROUGH ENCASEMENT OF THE WATER MAINS IN POLYETHYLENE, OR THROUGH PROVISION OF CATHODIC PROTECTION. 15. ALLPIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT SHALL CONTAIN NO MORE THAN 0.2% LEAD. 18. WHERENEWORALTERED DEAD-END WATER MAINS INCLUDED IN THIS PROJECT CANNOT BE AVOIDED, THEY SHALL BE PROVIDED WITH AFIRE FLUSHING HYDRANT OR BLOW -OFF FOR FLUSHING PURPOSES. 17, ALL FIRE HYDRANTS THAT WILL BE INSTALLED UNDER THIS PROJECT SHALL BE LOCATED AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER STORM WATER FORCE MAIN, PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC., OR VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN. OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 52.610. FAC. 18. WATER SERVICES ARE TO TERMINATE T OUTSIDE ROW ALONG THE PROPERTY LINE. 19. PROPOSED FIRE HYDRANTS CONNECTED TO THE POTABLE WATER MAIN, FOR THIS PROJECT, SHALL BE PAINTED PER JURISDICTION. FIRE HYDRANTS CONNECTED TO THE DESIGNATED FIRE LINE SHALL BE PAINTED PER JURISDICTION. 20, ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62.555.320(21)(bAT,FA.C. USING BLUES AS A PREDOMINANT COLOR (UNDERGROUND PLASTIC PIPE WILL BE SOUD-WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED BLUE EXTERNAL SKIN OR WILL BE WHITE OR BLACK PIPE WITH BWESTRIPES INCORPORATED INTO OR APPLIED TO THE PIPE WALL AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPED APPLIED TO THE PIPE WALL PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED GREATER THAN RE INTERVALS AROUND THE PIPE TA AND THAT WILL REMAIN INTACT LURING AND AFTER INSTALLATION OF THE PIPE. IF TAPEE TO STRIPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH S1DE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) [FAC 62.556.320(21)(b)31 21. THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES WILL BE EXTENDED TO AT LEAST ONE FOOT ABOVE GRADE AND WILL BE PROVIDED WITH A SCREENED. DOWNWARD -FACING ELBOW. (FAC 62-555.320(21)(bAT. AND RSW W.BA.21 22. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE: BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AW WA STANDARDS OR MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE. [FAC 62-555.320(21)(b)3, AND RSWW.B.521 23. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS WILL BE PROVIDED WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. IFAC A 62,555.320(21)(b)3. AND RSWW.&5 ) 24. NEW OR ALTERED WATER MAIN INSTALLATION AND PRESSURE AND LEAKAGE TESTING. SHALL BE PROVIDED IN ACCORDANCE WITH APPLICABLE AW WA STANDARDS. PVC WATER MAIN INSTALLATION AND TESTING SHALL CONFORM TO ANNA C605. DUCTILE IRON WATER MAIN INSTALLATION AND TESTING SHALL CONFORM TO ANNA C600. 25. NEW OR ALTERED WATERMAINS, INCLUDING FIRE HYDRANT LEADS AND SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, SHALL BE DISINFECTED AND BACTERIOLOGICALLY TESTED IN ACCORDANCE WITH AW WA C651. 26. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED. THEY SHALL BE INSTALLED, COMPLETED AND IN-SERVICE PRIOR TO COMMENCING CONSTRUCTION WORK ON ANY STRUCTURE. NFPA 1.16.5.3.1.3. Jame6 W 1J MYY'�i T ' No. 74145 yt. BTATE OF .. O • V z u N Z N � c7 O >K N U) o0 0 Y zz z z Q J F- O Q 2m 5z 3gU 2 NN a8O •' „2C788C 'm 11292025 SHEETNO G-2.1 FORCE MAIN NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH THE UTILITY PROVIDERS MANUAL OF STANDARDS AND SPECIFICATIONS FOR FORCE MAIN CONSTRUCTION. 2. PIPE LENGTHS SHOWN IN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES AND MAINS. 3. DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED THOSE RECOMMENDED BY THE PIPE MANUFACTURER A. VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST IRON VALVE BOX WITH COVER, THREADED EXTENSIONS WHERE NEEDED, UNLESS OTHERWISE NOTED. 5. ALL PVC FORCE MAIN SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS, MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION (NSF). S. ALL NON-METALLIC FORCE MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 14 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. SEE STANDARD DRAWINGS. IN ADDITION, ALL PVC FORCE MAINS SHALL BE EITHER A SOLID GREEN COLOR OR WHITE WITH GREEN LETTERING. ALL LETTERING SHALL APPEAR LEGIBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE. LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE. 7. HYDROSTATIC &LEAKAGE TESTING OF THE FORCE MAIN SHALL BE DONE IN ACCORDANCE WITH THE AWWA STANDARDS. HYDROSTATIC TESTING TO BE DONE IN ACCORDANCE WITH AVIWA C-600. B. PIPE MATERIALS: PVC -SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARDS COW.. LATEST EDITION. THE PVC SHALL HAVE A MINIMUM WORKING PRESSURE OF 10h PSI AND SHALL HAVE A DIMENSION RATIO (OR) OF 25 UNLESS OTHERWISE NOTED. PIPE SHALL BE THE SAME 00. AS DUCTILE IRON PIPE. PVC JOINT- SHALL BE IN ACCORDANCE WITH ASTM D3139. DUCTILE IRON JOINT- SHALL BE IN ACCORDANCE WITH ANSI A21.11 AND AWWA C111. S. AIR RELEASE VALVES SHALL BE REQUIRED AT ALL HIGH POINTS IN THE PROPOSED FORCE MAIN, AS SHOWN ON PLANS. HIGH POINTS IN THE FORCE MAIN ARE DEFINED AS A CHANGE IN ELEVATION TWICE THE DIAMETER OF THE PIPE. 10, ALL FORCE MAINS TO BE CONSTRUCTED WITH A MINIMUM OF 3' FEET OF COVER. 11. TESTING OF THE SEWAGE COLLECTION SYSTEM IS AS FOLLOWS: A. ALL GRAVITY SEWER MAINS REQUIRE LOW PRESSURE AIR TESTING IN ACCORDANCE WITH THE LATEST UNI-BELL STANDARD FOR LOW PRESSURE AIR TESTS. AIR TEST, AS A MINIMUM, SHALL CONFORM TO THE TEST PROCEDURES DESCRIBED IN ASTM SPECIFICATIONS, ASTM F1417 FOR PLASTIC PIPE. S. SHALL BE MANHOLES SHABE INSPECTED FOR INFILTRATION, ALIGNMENT. FLOW CHANNEL CONSTRUCTION AND COAL TAR EPDXY PAINT THROUGHOUT. C. HYDROSTATIC TESTS CONSISTING OF A HYDROSTATIC PRESSURE TEST AND HYDROSTATIC LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED SEWER FORCE MAIN SYSTEM PRESSURE PIPES AND APPURTENANCES IN ACCORDANCE WITH AWWA C6W OR M23 AS APPLICABLE. THE FIR SBURE SHALL BE 150 PSI FOR TWO (2) HOURS. D. DEFLECTION TESTS ARE REQUIRED FOR ALL FLEXIBLE PIPE EXCLUDING FORCE MAINS. TESTS SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES.O MEASURED FROM THE INTERFACE TO THE CONCRETE CURB AND PAVEMENT SURFACE UNLESS OTHERWISE NOTED. AS -BUILT NOTES: 1. THE CONTRACTOR SHALL SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. RECORD DRAWINGS SUBMITTED TO THE ENGINEER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS. A. DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. B. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UNDERGROUND AND ABOVE GROUND STORM DRAINAGE, WATER, REUSE AND WASTEWATER PIPING AND RELATED APPURTENANCES. ALL PIPING LOCATIONS INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS.ETC. C. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER D. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS, BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. E LOCATION OF ALL INLETS AND MANHOLES, HYDRANTS, VALVES AND VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO PREFERABLY THREE PERMANENT POINTS. F. DIMENSIONS BETWEEN ALL INLETS AND MANHOLES SHALL BE VERIFIED AND SHOWN. THE INVERT SAND GRADE ELEVATIONS OF ALL INLETS, CONTROL STRUCTURES AND MANHOLES SHALL BE SHOWN. G. CONTRACTORSHALL PROVIDE AS -BUILT SURVEY FOR POND GRADING, SPOT ELEVATIONS SHALL BE TAKEN AT TOP OF BANK, POND BOTTOM. AND ALL GRADE BREAKS AT 5V INTERVALS. H. DRAWINGS SHALL CLEARLY INDICATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN WATER MAIN AND STORM DRAINAGEISANITARY SEWER/RECLAIM WATER MAINS AT POINTS OF CROSSING IN ACCORDANCE WITH FDEP CRITERIA I. WHERE THE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER FORCE MAIN AND RECLAIMED WATER), THE CERTIFIED AS -BUILT DRAWINGS SHAH CLEARLY INDICATE THE CONSTRUCTED ELEVATIONS IN SUCH AWAY THAT THE VERTICAL SEPARATION BETWEEN THE WATER MAIN AN O OTHER UTILITIES MAYBE VERIFIED BYTHE ENGINEER. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER J. WHERETHEWATER MAIN CROSSES OTHER UTILITIES (STORM. GRAVITY SEWER FORCE MAIN AND RECLAIMED WATER), THE CERTIFIED AS -BUILT DRAWINGS SHALL CLEARLY INDICATE THE LOCATIONS OF PIPE JOINTS IN SUCH A MANNER AS TO DEMONSTRATE THE PIPE IS CENTERED AT ALL THE CROSSING. FAILURE TO PROVIDE THIS INFORMATION WKL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL COSTTOTHEOWNER. 2. EACH SHEET OF THE PLANS SHALL BE SIGNED, SEALED AND DATED BY REGISTERED SURVEYOR WITH A NOTE READING 'THESE AS-aUILT DRAWINGS ACCURATELY DEPICT THE ACTUAL IMPROVEMENTS AS CONSTRUCTED". CLEARANCES: 1. THEO NTRACTOR SHALL NOTIFY THE ENGINEER IN WHITING 90 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR CERTIFICATION OF COMPLETION APPROVAL DATE. 2. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SIGNED AND SEALED AS -GUILTS OF ALL UTILITY IMPROVEMENTS, PRESSURE TESTS, BACTERIOLOGICAL TESTS, AND ANY OTHER INFORMATION NECESSARY FOR THE CLEARANCE APPROVALS WITH F.D.E.P. AND THE LOCAL UTILITY PROVIDER. THIS INFORMATION SHALL BE PROVIDED TO THE ENGINEER 80 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR CERTIFICATION OF COMPLETION APPROVAL DATE 3. THECONTRACTOR SHALL PROVIDE THE ENGINEER WITH SIGNED AND SEALED AS -BUILT$ OF ALL STORM WATER SYSTEM IMPROVEMENTS ANDANY OTHER INFORMATION NECESSARY FOR THE CLEARANCE APPROVALS AND THE LOCAL UTILITY PROVIDER. THIS INFORMATION SHALL BE PROVIDED TO THE ENGINEER 60 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR CERTIFICATION OF COMPLETION APPROVAL DATE. DEMOLITION NOTES: 1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER. 2 REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES,ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED. ALL EXISTING BUILDINGS. STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID ITEMS. TABLE 1.0 - UTILITY SEPARATION cm son LOCATION OF PUBLIC WATER SVSYEM MAINS IN ACCORDANCEWITH FCC. RULE 62-55S311 C Other Pipe Har6.oeW SepenOam Cn\Mugr 11) Joiaf SPAd.g Q. Crafriape AFpB Jalm Cwfe•eJl m — N'mn RlaeW I O N"mm Mw AM1 sm�5r.rc, 3n. mm®am r im mmma.,.m, wm� 9 I* -a I ■ ,N L) �> Smmrner i.ne ALI4 aikmcme®.ml Rrchumed P'aur 13) T � Ue�tlmrePeAmN IILG. I A11mo.1n Mrm,w U -� NYV AIm� I n N'mrrMun — Ir^A Q: Q rg, luh PeliWml Y 12 arM pefmml ��N.4c-M.m�� V / � � m \ermem 5rviery 6e.er lh mmimmv fimuksmwmum < C 1c W T — C] m ti In IN]m Nnm I (� N"mm lLLmn r.L C ie m c. Prcm.rc ILftpefertnl i Ix��,narm�mm ! Ir-1_M 1 r 1 ■ V cc 9rulbn 5rmrc Fh.mm�mmu131 lbw �.<i eexm.um Seulury Snrc Ferce\W4 * v. u mmmam and W S Rrckimrdl\"arer(ay a l^iMrroPrhaed O L 1L I] O ~ I��I.��1r�Sileyyb55e�a.rr./ryy�Tmmetl6 luhmmimw� — — � � 3 11)Gwm1eS(RaOmdJmmekve mlii F.pe Nka wWmmmo muLkkbv: dlr PPr.9e mwm.m xprdim is l2 ueM1e. �- 131R.cbmmJ.mm rtb �l',dWuh AmlOufC�plm 63.41o,F4C ��//�� � :6 I31]H.bPa.ayrmlmx mnmxfne 9m knwnaTJ4 wmm mun islWdal lraPfimdNaoM\s V4'mpol Nc Pu\uJ smiury xmm Y/fl FL ld) ReelamW nmrc mregutald uNm Pan III MQulner F:fila, T AC. V e.r_.-trr_..P++r�_,w.+..•s.,.r...u.uuawurr.r._.�.y..... TABLE 2.0 - STORM PIPE COVER off$ James I N.- 74145 Q x w V � Z _ Q N Z N Q a J U, � rn U) �UL o Y z� Z 5N Q yLu �Q W SOD =Ul ;U 2 In Ul yN zU o❑ PRQ1. N0. 211930 WTE 1292025 SHEET NO. G-2.2 rw JT — — T-AREA NOT INCLUDE AS PART .:........ \ Ra AREq NOT INCLUDE AS PgRT OF SOUN Y SURVEY OFBOMNDAMEMRVEY I I I I I I I I I I I 9°R ®y I I I I I I I I I I I I © 11 Imo; 02 I -'o1 N0000�00'E� 1.132.55' o ® a BLOCK 563 O 00 o V © Ole I _ BLOCK 5B2 �' ' I 'e . � ��,, I p I p BLOCK 581 �-- -- - --- -- 0- ...... . - -- -- ---------- o 500'00'00'W 1,257.55'cB.B.) G-1 �� �_.•.., ,....,u .v. rye..,.+, R=225.00' RAID. L-1 - NOO'00'00'E 125.00' A L EI.E n (IF CURVFYARRRFVIATIONS SURVEY NOTES_ LEGAL DESCRIPTION: 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED ALL OF LOTS 15-28. BLOCK 583, LOTS 1-28, DETAIL A DETAIL B o m w c FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF BLOCK 582 AND LOTS 2-29, BLOCK 581,"" RECORD. a m. °LmRnNm „ W B0 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS ACCORDING TO THE PLAT THEREOF AS RECORDED s' W' PNFdD1M� 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. IN PLAT BOOK 08, PAGE 46 OF THE PUBLIC Na " .uTTrcwn..mFL 4. SO. FT. OF HOUSE (IF SHOWN) SUPPLIED BY RECORDS OF INDIAN RIVER CO., FLORIDA, SAID CONCH" CLIENT. LANDS LYING IN INDIAN RIVER CO., FLORIDA. an:c o:� pa�rn� 5. NO STRUCTURES OR UTILITIES THAT ARE !' 8 TF b a' � aT BENEATH THE SURFACE HAVE BEEN LOCATED. CONTAINING 20.38 ACRES MORE OR LESS PK P°" NCgINaT 6. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18" LONG #5 REBAR " erNu.ert.L �rtcnon 4�,•; w w ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP SEBASTIAN HIGHLANDS, UNIT-17 " "om �F6a,xcz AS LABELED ON SURVEY. E. `"n m.I. 9a nOOµ 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED Ee. UNLESS OTHERWISE NOTED. 8. BEARING BASE ON EAST LINE OF PARCEL v ;0—T T� 9. ORIGINAL IRC BM: 006027 EL-20.95' NAVD 88 I - „"°N PAP` 10- ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED. 1"" ®0 off 11. EASEMENTS NOT SHOWN AT THIS TIME SEWER MANHOLE DETAIL — NTS TREE LEGEND: ' :0A TREE (>; -DIAMETERI a PINE TREE (%'-DIAMETER) - PALM TREE (%'.HEIGHT) 0 1 •• •241980 :_• E IM2025 818 Ef ND. C-1 Lu LL SET TEN REFERTO ENTRANCE OETAII SETTBM � JN PWTNd ON s11EEIGa.,x NPH?h6 __ (r Fi.-.o SY �6'P,1'JEMENT __ EL=n�:,6 — r� �LG9�7.Alk—T----_-- �PA'IEMEIII'Nllrt__—_---------------_—__--__.--___--_-- .___�N—.s�'i _._--- _— _�•:EMEWi':�Y.== _--=-1 L j P.1VE E4T'M tAll MAIR �1.7YIiA.RCE �� _ _ - TRACT II 8 }--� _ 1 �- _-5' aLE 1.137CC� ,_ _ _ - - _ _ _ _ r.�A - ...:L - - ..i.E i FC.. H s 6TAMLOED6NCULDER IA EL. <F 4� LOT 1 LOT 3Q al ' B SANT LOT 14 LOT 13 LOT 12 LOT 11 LOT iO LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 I LOT 2 (LOT 1 { I \ I _ TRACTOJ RY ENTRANCE to^Au- G r---• yI 1' ( L _f,,PIEJ c 11H'FC _L., , OCF.l%ICC O.�11 U, T.C'..,F EE ^. '..r Li L•PIcO ^FCC J. ,A'.T -I:T .,F F. OLra WIFL �lc,GI;FIET, ® I. : I 35,894 014 AC { -TEL _ FF..--.ice -.C=l �s3.1' F-C. '.,. -FF 2.7 frc, -,.: 'r: E. T FFEL. =.. .FE. [:r ! FF EL._•:2 4 c.`,EL �r c1 ..31 IP' ( ) —0 SEAWALL EL:te.a' - I II OR 'J I � E O - FND. CAPS I '/ 1 j -• R _4W00'00"E 1,132.55' (asse) I (R) j _ - - J - i— >•_! �_�. _ 0 :. i FND. IR , ' P K 25' LANDSCAPE BUFFER (UR) 25• LANDSCAPE BUFFER ro'0 M _ I IF � I I H I IF I�4-F I I I . •' = RDP BEACHES ,`1 I TRA6H cAN 4 eAo 1 Im, EDI I I I IPRo EDI I By I I IPROM$EDI I I I IIPR3SEDI I �I I I I�GPPSEDI I I I 1 IP 1 I I I I IPROFpsED' I 5s I I I IPRDFPsEG1 1 I I - Lt--.m T I' NITO G li I G & NR NR I G NR LL1 G G 8.�M TDYJELLI G & N° Y .R.- G&Y FFE i&Iw I 1 1 1 I I I I I Fi2YY IR F I +1— _ II} -. I I I I I �. _ _ _l � -j •`-F�RDP.e'FrETRA�LEa"a"' • I`.1 _ - 1 _ _ I-1 _ 1 L _ TO R • N I 1 Ril O 1 _ I r- - CO - I T ---- - --ZRO• J�r-1% , _H� 1�1 `-- _. -- --Le 1111zxT_ -- -'-=Tmw i-- - Y R �_�I ,, .��s✓. J-R __ "�J 10- UTILITY EASEMENT s PRAh, M�' PROI1PP65m1 I I REf.4BEA LE Y@,— - - - - - - - - - - - - - - - - _ I I IPROF65ED1 11 1 IPROPOSEDe-pWTDr'EU4Q I I PR'�' t AMENITYCENTERpPOP. A'TRAILF TIONAL t aRA� TRAIL wl------I - _p $ r sJF -RE 5LPIr' { I I I FET" n n I 1 ss 1 �R I .6ENCHE-PartF I �!:J 1 I I �NPR�9 fG I 5B• I I I gI N� zL ID, 12�+ W a w l 1 I I I &Y � I I I I FFE. I I I I Y d J -- ___ i • LM i II -��` \� \�t�.09s"' �_ - =P..• _-IONA, 10'UTILITY EASEME_ _ _ -- _.�`�~fisi /�/ "��� "E ,z,R mvl _ / PRaP. f 1\ \ \ � '\ ..,•�3. \ - � +.-- - --- - -- -- - `--- L-Y' - TYPEC'MEF�1 _- � .1-tBS@`�_ .r. - ----- - --- - - -- ---- - ----- - - - - -- - ---�_'��, �, � l'' - \ --47i - - - - - - I ' I_ Via°`` • METAL SEAWALL �` -• T L OF WALL EL R16 .\ \ ` I D• UT •_i J') 1�\\\ \ I• R% R R ti - \ \ � II II 4�{PNRFRForoP-y%-T+4sEmmLupl G II II t W FFEG.W2I�BYL+M-; R I I I I IPROFbsm) I I I I i, B,DI I o6P"EDI I G ITTEw NITLUVQ 1f-W LU$Q 64 NEITO2EwLG -• o \\// C-1 R=225.00' RA\ - - - J ACC—USECl-j F L=353A3' \ _ - - - �L� oN�-x (AVERT FLOOD ZOHE-AE-=.- �EL-,As CD=313.20' \ - T.O.B. } tLA 0.6' METAL SEAWALL WVERT r 0.6METAL SEAWALL S00.00'00"W 1,257.56(B.B.) 8.8'MEFAL 6EAWALL EL=182t TOP OF WALL EL.=16.4' TOPOFWALLEL. 1- LEGEND: PROPERTY LINE 0 w Ica �' FM ll-=50' - .. • - PROPOSED LOT LINE KEYNOTE LEGEND: - - PROPOSED RIGHT OF WAY LINE A. 30- R1-1. HI -INTENSIFY STOP SIGN W/ D3 STREET NAME PROPOSED STORMWATER MANAGEMENT B. CROSSWALK PER FOOT INDEX#711-001, CURRENT DESIGN STANDARDS, C. W SOLID WHITE THERMOPLASTIC STOP BAR PER PROPOSFA FOOT BUILDING FDOT INDEX #711-001. CURRENT DESIGN STANDARDS. I D. CALL BOX WITH KNOX BOX ON BACK OF CALL BOX PROPOSEOASPHALT E. ENTRYANDEXIT GATESWIKNOXBOX F. S'CONCRETE SIDEWALK PROPOSEDCONCRETE G. VALLEY GU`rrER H. T•PE'D' CURB I. FPL ROADWAY LIGHTING POLE SINGLE FIXTUREPROPOSED CONCRETE DRIVEWAY J. eWWHITESTRIPING NOTES: K. PARKING STOP i. ALL CURB RAMPS TO ADHERE TO FOOT INDEX 522-002. L ADA PARKING SIGN FOOT INDEX 470-102 PROPOSED PEDESTRIAN TRAIL G STRIP FDOT INDEX#522-002 2. Y TACTILE SURFACE IS REQUIRED ON ALL SIDEWALK CONNECTIONS WHERE SIDEWALK MEETS EDGE OF N. ENTPANCE SIGN PAVEMENT. O� FENCE 3. ALL STRIPING ALONG SCHUMANN DRIVE 15 TO BE ILEEB41 PROPOSED DRAINAGE STRUCTURES P, B BLACK CHAIN LINK FENCE THERMOPLASTIC Q. W BLACK CHAIN LINK FENCE R. PRESERVE AREA SIGN PROPOSED LIGHT POLE 5. MAIL KIOSK *' 140. 74145 i Y Is BUTEGF � & w� w� x h uI �m Z Z C) 5 Z OR ♦ -I > Z a _V J U LL Yzz Q Q 2 F w N r Q 2m �GgU to N €2 e0 24-19110 ' DATE irma A 6HEEFNO. C-2.1 •�''• „ E* men SCHUMANN DRIVE SEr 16u - - ry PF.TA6 rnr PK'rw __ R •2..'8' t (SD'PDBLIC RM/) 25'PAVEMENT - EL=2435 __FA•!Eu_n..wTX-__-_---_---._________________________--Pq:'E�nF=rvALK-----__-_._-____-__-___________________.._pryt��r mn___----�'- - uL _ .. J• ..,E '. r:�. MAIN ENTRANCE TRACT II SECONDARY ENTRANCE TRACT 35,683 (0.13 AC) 36,098 (D.0.14 AC) LOT 30 I A II:T LOT1 r I LOT14 LOT13 LOT12 LOT 11 LOT10 LOT9 LOTS LOT LOT LOT5 LOT4 LOT LOT IOT1 I.- U'^I1P'Er �•A'.'At.l ilC•.,. £U il'.=J'IE,' r.C,-=G 1.-RIEi 'cv`F11 !i•:IIP' , icy.... +r:l UF1•D J 7''.hF7 :G'-o r.FJ 23.: F.FG'=:;2 FF EL-_'i F r El FFE__ i'7' rE_-.rF.EL ..S FE F,F.EL 2.1 AFE 23 EAWALL EL-Ie.4' 25' LANDSCAPE BUFFER �yl e TRACT BE z2,850 S.F. 10.07 � - D. 6) I .'�. FIND. P _ _ _ _ - - - - - - _ NDD'00'00'E 1,132.55' - _ - _ --(0.2'S - - L I � � 0.2'S. END. IR I _ END. CAP (UR) _ LANDSCAPE BUFFER TRACT CC 328,306 S.F.! 0.65 AC I PUBLIC DOG PARK & TRAIL TRACT EE LOT cos ` 1 k' LOT LOT LOT EOT LOT LOT LOT LOTrTI LOT LOT LOT 1XW4- LOT LOTF�� OT LOT LOT pp LOT LOT LOT LOT LOT LOT • LOT LOT LOT OT LOT LOT MOW pI LOT LOTrOT LOT LOT LOT opI LOT LOT LOT Im.LOT LOT LOT rIo� LOT LOT L0T35 OT LOT LOT 335,1883E 10.81ACo 97 11�2 4 5 6 7 8I 10 11 12 13 74I 78 77 I 78 I�I 79 20 21 I 23 24 I 25 26 27 I 28 29 30 $I 31 32 I 35 I 36 • $I 37 38 39 I 41 42 II 43 144 I 45 I 4� 47� I Y LOT tl NzT OT �I I I I I I $Im $ I I 1 I I $ rl$ I I I I I $Ic1g I I I I I 81x1$ I I I I I $1=18 I I I I I $I�Ig I I I I I 81�1$ I I I I I of $ILOT _ t -C--"a-IoII,. oIgp141 _1g. - _t]j g .14 � _ tj[4 � T 'u UTILITYI ENT U- k44 k I- LL4 - 1 g�� I I & • _ v 1 1 cz SWM TRACT C I% WET RETENTION 9 T APPLEBERG STREET *16,484 S.F.1 D.43 AC D �50'wW) _ 7 POND@0.E: 043 AC o f 1-op.pa' � I o 0 t Tfj qN O 99.83' -Tt . ... ::F- 4oe --- - --10'UTILITYF_ASEMENi �yl $TK ".SS I ICI LOT AMENITIESTRACTM al I I I I I $I Ala I I I I I I LOT I y _ O$ I I 1 I I 1 314.693S.F. a -I I I I I I glol$ I I I I I 149 I mt CONSERVATION AREA - LOT I 034 AC AMENITY TRAIL AMENITY TRAILTRACTI) LOST I I vWi 1 14. 333,883 SF 10.78 AC B 1--I- _ _ -LOT LOT [L---d LOT LOT I L0T1 LOT to ar � 4,948(0.1 AC) 370,409 ((D.24 AC) LOT LOT IJOTL.T [LOT I LOT TRACT HH TRACT GGy LOT 11. LOT LOT LOT I LOTt LOT 'OT tpp 00LOTO104 102 101 100 99 182 181 958 157 r 156 154 153 152 151 - LOT 14p.pP 135M 10. 1354T LOT Y 109 NATIVE PRESERVE I REPLANTING 124az SWM TRACT B NATIVE PRESERVE I RE -PLANT 146 TRACT N = WET RETENTION TRACT O $ - - LOT I x LOT a x12,133SFl0.28AC 163,018 S.F. I I AS AC �� 313'998 SF 10.32 AC $ LOT � I � So I w 110 ♦ PC C.E.= 1.05 AC ♦ 145 I - - 1 .Ip' 40.. 1r,0r 130D0' 135 oV 135.00' 129.W B.'+ 1Woo' 96.7T � LOT T LOT 0-71 OT 61 A 1011 1012 I 1 1074 �I 1105 �711. 11CT 017 11S 11T LOT 0191 120 121 11221 123 144I 14 1 126 127 PT 8 129 1301 1331 1FdT032 1033 1334 1335 1306I 18� 1308 7B tO40 �O� 7402 143 I 144 T��� LOT II OPENSPACE 52 1 LOT I Ig I I I $ICI$ I I I I I $Iml$ I I I I I $I I$ I I I I I $Izl$ I I I I I $Iola I I I I I I$ is'sfissF I s3 • a 0.13 AC 1zs.3a• Ig I I I BIoIS I I I I I 5I$I� I I I I I �I 1= 1 1 1 1 I =1.a1� I I I I I SISB I I I I I Ig I) LOT 'nt4tI L I I j1I � -yI�'� TI J - A�-14 III- L - - _�_ 10• UTILITY EASEMENT LI L �I�J. - 3 i� kU 0I/ ta.et'14 R \•''pow. ,._y_ __.-L=Uwz33-_ ._ _- _ ___-_ _ _ _ SUNBURST CIRCLE_ (50' RW) uETAL sEAwnl1 SWM TRACTA \\ _• - _ - _ _-_ .__ _ ____ _ ______ _ IT f Tli-Tr I S WALL EL=+6.4' \ WET RETENTION - - Tfl - - 10' UTILDY EAg. EMENT \ LOT 319,681 S.F. / 0.45 ACss \ POND C.E: 0.25 ACF 1-11 \ LOT �'s 6 �I I I I $I<lg I I I I I $1*1$ I I I I I $Ixl$ I I I I I $1<Ig I I I I I g1-218 1 1 1 1 1 81 LOTr5 I 51A15 I I I I 1 3-1ti? I I I I I g1�1$ I I I I I gl�l' I I I I I NN? I I I I I gl CONSERVATION AREA LOT 7, I g TRACT AA 58 1 382,952 SF 11.90 AC C-1 \ LOT LOT[L..T LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT al.T LOT LOT LOT LOT LOT l0T LOT LOT LOT LOT LOT LOT LOT LO7 LOT LOT LO7 R=225.00'RAD. 92 es I 89 r 08 L87I 88� 164� 83 1g 62 L81 I SO�ar79I 781 L75I 74�ar3I I. 77 10 70 1 69Ir687I fief fi5 10 84 1831821 ar1I 60� R L=353.43' E at \ $$$999000PBQ..7±± CD=318.20' m FLDoO za:E"n._ �.J" .ae. _ R `- 0.6'MHAL SEAWnLL !! �! !! �.� !-- �- « _--- �4• IN LEGEND' 0.6• NETAL SEAWALL SOD'OVOOeW 1,257.55'(B.B.) BFNEra156AWUL EL: TOP OF WALL EL-16,4' TOPOFWALLEL=+BF' PROPERTY LINE 1_ �H !E O y-c m 10 •� ov• V) N > 2 TT U `V 0 L 0 1 U- cQ C (� W N 01) 2 'C u� =3 07 a 1�; LUJ�0 O�+ 2 � i1 C m 06 'c !_ V7 U � Nm 00 �s „illlrra: No. 74145- BTAIEOF n1r. S L°1 i� 7 N W o w w 03 �.. �..� PROPOSED LOT LINE o 60 120 HI :� Feel PROPOSED RIGHT OF WAY LINE V u� Z PROPOSED STORMWATER MANAGEMENT TRACT TABLE TRACT TABLE Q op u TRACT TYPE I AREAJAC.) _ TRACT l TYPE I AREA (AC.) Z PROPOSED BUILDING W N A SWWW_M 0.45 S OPEN SPACE U.U� m PROPOSEDASPHALT D N T�(,dp- VE 0.78 I OPEN SLU SPACE i 0.02 U/ �O a _ IE �N 5 0.02 W OFfE11 SPACE 0.02 Y Z Z Q F OPEN SPACE 0.02 OPEN SPACE - 0.0� Q Q Z + PROPOSED CONCRETE G OPEN SPACE 0.02 Y OPEN SPACE I 0.02 j _. 1 a•.=._ 'I _ H OPEN SPACE 6.02 Z OPENSPACE 0.02 1 OPEN SPACE _ 0.02 AA NATIVE PRESS R•. E 1.90 = U3 y i C O PROPOSE. CONCRETE DRIVEWAY J OPEN SPACE _ 0.02 BB LANDSCAPE BUFFER 0.90 K OPEN SPACE 0.02 CC LANDSCAPE BUFFER 0.65 L OPEN SPACE 0.02 DD LANDSCAPE BUFFER 0.04 n0. z4-7930 PROPOSED PEDESTRIAN TRAIL M AMENITY ! 0.34 EE PUBLIC DOG PARK I TRAIL O.B7_ _J 'E 7129/2025 N NATIVE PRESERVE 0.28 FF 50'RAN 3.67 SHEET Wa. fl]1 PROPOSED DRAINAGE STRUCTURES 0 NATIVE PRESERVE 0.32 GG AMENITYTRAIL 0.2� P OPEN SPACE 0.13 HH AMENITYTRAIL 0.11 ^ ^ O OPEN SPACE O.D2 11 MAIN ENTRANCE 0.13 C-" . L �0� PROPOSED LIGHT POLE R OPEN SPACE 0.D2 JJ SECONDAYENTRANCE 0.14 PROJECT DATA. HANDICAP RESERVED PER FDOT INDEX 711-001 OWNER: ENGINEER: SITE DIMENSIONAL REGULATIONS PER PRODUCT TYPE GENERAL NOTES: AND FTP 22-06 TYPICAL - ST. LUCIE DEVELOPMENT CORP. MILLS, SHORT S ASSOCIATES. LLC. CITY OF SEBASTIAN LDR 54-2-5.2.4.(e) - (RM5) LOTS DIMENSIONS: 1.) ALL TRAFFIC CONTROL SIGNAGE. SIZES, HEIGHTS AND PLACEMENTS SHALL BE IN ACCORDANCE WITH THE MANUAL EDGE OF PAVEMENT ACCESSIBLE SPACE 226 OCEAN WAY 70022ND PLACE. STE. 2C CENTER UNITS -20'X 100 ON UNIFORM TRAFFIC CONTROL DEVICES, FOOT DESIGN STANDARDS. AND THE CITY OF SEBIASTIIW TYPICAL VEHICLE OVERHANG �(Cn3S 5'-0" 7'-0" VERO BEACH, FLORIDA 32960 VERO BEACH, FLORIDA 329N CODE REQUIREMENTS: REQUIRED: PROPOSED. END UNITS -25'Xi00' DRAWINGS FOR ROADWAY SIGNING. STRIPINGB GEOMETRICS, LATEST EDITIONS. _ _ j _ 772.501.3298 772.226.7282 LOT SIZE: 10.000 S.F. 2.000 /2,500 S.F. UNIT DIMENSIONS: 20' X 55 2.) ALL NUISANCE EXOTIC VEGETATION EXISTING ON SITE MUST BE REMOVED IN CONJUNCTION WITH SITE BACK OF SIDEWALK m _ LOTWIDTH: 80' 20'125' DEVELOPMENT. mlim TRAFFIC STATEMENT: APPLICANT: LANDSCAPE ARCHITECT: LOT DEPTH: 10D' 700' 1.) NO CONSTRUCTION, TREES, OR SHRUBS WILL BE PLACED IN EASEMENTS WITHOUT CRY APPROVAL r 12:1 121 TRIP COUNT HAVE BEEN CALCULATED ACCORDING TO - A 1 B FIRE7HORN INC. McCARTY8ASSOCIATES LAND PLANNING BLDG. COVERAGE (MAX): 40% 20.10% 4.) ALL SOLID, NON -BREAKAWAY OBJECTS (POSTS. BOLLARDS, STREETLIGHTS, GATE SUPPORTS)SHALL BE LOCATED - y,/ ooj THE ITE TRIP GENERATION MANUAL, 11TH EDITION. 2500 NRGINIA AVE. AND DESGIN LLC BLDG. HEIGHT (MAX): 35' 30'8' MINIMUM DISTANCE OF 2.5-FEET FROM FADE OF CURB WHERE TYPE T)'CURS EXISTS OR 6FEE'T FROM THE EDGE � � [� r FORT PEIRCE. FL 34981 3093E OSCEOLA ST UNIT 104 OPEN SPACE (MIN): 40% 62.27% OF TRAVEL LANE WHERE MOUNTABLE CURB EXISTS. �01 FDOT INDEX 711-001 PROPOSED USE MULTIFAMILY HOUSING HOUSING 5' HIGH HANDICAP 581.320.9872 STUART. FL 3d9B4 5.) STREET NAME SIGNS SHALL BE 8' HIGH WITH 6' LETTERS. • V •G L LAND USE GROUP@220-MULTIFAMILY HOUSING SYMBOL CEMERED IN V ` 772.341.9322 SETBACKS: BJ KEY ACCESS BOX (KNOX) WILL BE PROVIDED AT ENTRANCE GATE 4'WIDE STALL (BLUE PAINT) (LOW-RISE) PAVEMENT STRIPING G 4' VIDE i'AINT STR PES g 12' O.C. E � SITE ADDRESS: FROM: 25 25' iJ ALL UTILITIES WILL BE UNDERGROUND. � N N Q 6 d SCHUMANN DRIVE SURVEYOR: REAR: 20 20 eJ DRIVEWAYS ARE REQUIRED TO BE S OFF SIDE LOT LINES. -XOV Q7 W a N � N (8.74 TRIPSIDAY PER D.U.) m SEBASTIAN, FL 32958 KMA ENGINEERING S SURVEYING SIDE: 10, 6' TOTAL NO. OF DWELLING UNITS: 162 9.) POTABLE WATER WILL BE PROVIDED BY INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES SERVICES. C 3001 INDUSTRIAL AVE. 2 BLOC. SEPARATION: 15' 15' 10J ALL PAVEMENT MARKINGS 2S BACK FROM CITY OF SEBASTIAN ROW LINE SHALL CONSIST OF 90 MIL EXTRUDED Ill U TOTAL DAILY TRIPS: 6.74x 162-1092 TRIPS U) p e Lyj ZONING: FORT PIERCE, FL 34948 ALKYD BASE THERMOPLASTIC. ALL OTHER ON -SITE PAVEMENT MARKINGS ARE TO BE PAINTED. RM-S 772.569.5505 PROPOSED SITE DATA: PARKING INFORMATION: 11.) ALL IMPACTS TO CITY RIGHT-OF-WAY SHALL BE SODDED WITHIN 3 DAYS OF FINAL GRADING. ,� BWE SIftIPING � r SITE AREA 20.38 AC(687.667 S.F.) 1.5 PARKING SPACES WILL BE ACCOMMODATED 12.) PLAT OVER SITE PLAN MUST BE CONSTRUCTED TO FDOT SPECIFICATIONS, INCLUDING SECTION 430. ALL H.C. STALLS 4-1 � FUT E LAND USE: PROPOSED 381 AC ACH MEEDUMDENSITY RESIDENTIAL SWM TRACTS-- 232AC(101,91A2 S.F.) FOR 162 DDWELLING 1.5= 243 SPACES REQ'DS) DEDICATED EASEMENTS AND TRACTS: 9'-6" _ 9'-6` S'-O" 12'-0" O ` 06 Oa LANDSCAPE BUFFER= 0.79 AC(34,291 S.F.) PROVIDED: 1.) SUBDIVISION RIGHT-OF-WAY TO BE DEDICATED TO AND MAINTAINED BY THE HAWK'S LANDING HOA. PARKING STALL HANICAP PARKING STALL �� c m FLOOD BANE: LOT AREA = 8-11 AC (353.500 S.F.) 316 SPACES SCALE: NTS SCALE: N Cd ' 1U 2.)ALL PROPOSED UTILITY EASEMENTS TO REMAIN PUBLIC. OWNERSHIP WILL BE MAINTAINED BY THE HAWK'S SCALE! c THE SUBJECTED PROPERTY IS LOCATED IN FLOOD ZONE "X"3'AE"PER 3 F.I.R.M. PANEL N0. 1206C0174J, DATED 01/26R023, EXTERIOR LOTS ARE MAX DENSITY: AMENITY /GUEST PARKING LANDING HOA > LOCATED IN FLOOD ZONE'AE' AND INTERIOR LOTS ARE LOCATED IN 8 DUTAC 1 SPACE PER 5 REOO PARKING 3.) LANDSCAPE BUFFER TRACT TO BE DEDICATED TO AND MAINTAINED BY THE HAWKS LANDING HOA FLOOD ZONE'X' 20.38 AC X 6 DUTAC - 153 UNITS 243 SPACES 15 = 48.6-49 SPACES RED. 4.) ALL OPEN SPACE TRACTS TO BE DEDICATED TO AND MAINTAINED BY THE HAWKS LANDING HOA _ m PROPOSED UNITS: PROVIDED: C O 5) SWM TRACE TO BE DEDICATED TO AND MAINTAINED BY THE HAWKS LANDING HOA. PARCELIDS: � co 25x6-l1NIT BUILDINGS =150 UNITS 31 REGULAR SPACES PROPOSED J 8 �m 0 31391900001581D00002.0,31391900001581000DO3.0,315919000D1581000004.0, 3x4-UNIT BUILDINGS =I2 UNITS 2 ACCESSIBLE SPACES PROPOSED 31391900001581000005.0, 313B1900001581000006.0, 37391900007581000" 1: SURVEY NOTES: O c 31381900001587000006.0:31391900001581000009.0, 31391900001581000010.0. TOTAL UNITS =162 UNITS TOTAL PROVIDED GUEST PARKING = 33 SPACES 1, LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR m ir 111 31391900001SS1000011.0. 313919000015810OW12.0, 31391900001661000013.0. PROP. DENSITY = 8 DUTAC ♦_ 1139190000158100001d.0, 31J91900001681000015.0, 31391800001581000016.0, RIGHTS-0E-WAY AND/OR EASEMENTS OF RECORD. m$ 313919000D7581000017.0, 3,39790000158700001a.0, 31391900001581000019.D. PUBLIC PARK PARKING. - - - 2. T115 SURVEY IS CERTIFIED ONLY TO THE BELOW 3139190W01581D00020.0, 31391900001581000021.0, 31391900001581000022.0. 3 PARKING SPACES WILL ACCOMMODATE .Imngy LAtt4: 'C 1139190000158111123.0, 31391900001581000024.0, 373919000D1501000025.0, NAMED INDIVIDUALS 313919000015810D0028.0:IE,SOMISBID00027.0.313918000'1581000MB,O. SITE REQUIREMENTS 2REGULAR SPACES PROPOSED � I- I� I � I I I- I J 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. - 91391900001581000029.0, 313979000D15B3000015.0.37391900001583000016.0, OPEN SPACE (MIN): 40% (955,0675F/8.15 AC) 1ACCE �S:L SPAC£PF?-`OSFO 31391900001583ODD017.0, 31391900001583000018.0.3139190000158300 :0 ' 4.SO.FT. OF HOUSE BF SHOWN) SUPPLIED BY CLIENT. - 3017 20.0' H 3139INW01583000020.0,313B19000015B3W0021.0,3739t900001583000022.0. BUILDING COVERAGE (MAX); 40% (355.067 SF 18.15 AC) TOTAL PARK PARKING =3 SPACES S.NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE TIP. TYP, Q37391900001583000023.0,313919000015B3o0W24.0,31391B000015B3.B.D. IMPERVIOUS SURFACE (MA%): 80% (532,800 SF 112.23 AC) I I { I I I I-rtWI1111rrI7 '7 V 31391900001583000021 31391900001583000027.0. 31391900001583000028A HAVE BEEN LOCATED. 31391900001582 011.0, 313979000015B2000002.0, 37391800007582000003.0, TOTAL PROVIDED PARKING: ts� J 6. ALL SET CAPS LABELED PSM IJEH "IS ARE SUPPORTED WITH AN 18-LONG Q 3139110001582000007.0, 3139190000,58 1 200W05.0,31397900001582000008.0, PROVIDED PERVIOUS AREA: DWELLING UNITS 316 SPACES I �1P'•1?O�BF '•�J' F 313B7200001582000007.0, 31391900001 000008.0, 313919000015S2000009.0, 95 REAAR 31391900007582000010.0, 31397900007582000011.0, 31397900001582000012.0, PROVIDED OPEN SPACE: 40.21% (356,954 SFl8.19 AC) GUEST/AMENITY 33SPACES _ ND. 74145 -* O 37391900001502000013.0, 313919000015820M14.0. 31391900001582000015.D. ALL FOUND CAPS ARE A 5/8' ROD WITH A CAP AS LABELED ON SURVEY. N FRONDED NATIVE PRESERVE: 13.77% .1178023E 12.70 AC PUBLIC PARK 33PACES 3139190D001582000016.0, 31391900001582000017.0, 3139190000158200GOI&D. 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE Q313919C0001582000019.0, 31381900007582000020.0,31391900001582000021.0. PROVIDED PERVIOUS AREA: 63.46% (474,766 SF 110.90 AC) TOTAL 352SPACES NOTED, BLOCKA BLOCKS BLOCKC '•, aT/ATE OF = 37391900007582000022.0, 31391900001582000023.0. 51391900001682000024.0, , tV 313:1900001582000025.0. 313.1900001582000026.0, 31391800001582000D27.0, 6. BEARING BASE ON FAST LINE OF PARCEL �i� {�s •'• �,R�ON�. • (y 313919000015112000028.0 FRONDED IMPERVIOUS AREA; CONSTRUCTION SCHEDULE: U S. ORIGINAL IRC BM: 006027 EL=20.95' NAVO 88 BUILDING AREA: 20.08% (178.200 SF 14.09 AC) BEGIN: JANUARY 2026 55.0' 20.0' I to REQUIRED COMMON GREEN SPACE! RECREATION AREA 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON NAV.D. (1988). TYR Tm D1 SIDEWALKS I DRIVEWAYS: 10.70% (94,990 SF 12.18 AC) COMPLETION: 2028 L CT' OF SEBASTIAN LDR 544-19.11(h) UNLESS OTHERWISE NOTED. In STREETS: 012% (72.048 SF / 1.65 AC) 0.1 AC PER DU TO BE DEDICATED 11. EASEMENTS NOT SHOWN AT THIS TIME TYP -~ AMENITY CENTER: 0.39% (3.470 SF 10.08 AC) LEGAL DESCRIPTION: 162 UNITS X 0.1 AC. = 1.62 AC I U ALL OF LOTS 13-28. BLOCK 583, LOTS 1-28, I � WET PONDS IMPERVIOUS AR. 7.23% ,642011 SF/47AC Q❑ 50%TO BE PROVIDED FOR PUBLIC ACCESS BLOCK 582 AND L0T52-29, BLOCK 581 PEDESTRIAN PATH NOTES: J Q 1.62 X 0.5=0.01 AC. FRONDED IMPERVIOUS ARF_A: d6.52% (412,911 SF/9.48 AC) PEDESTRIAN PATH SHALL BE A STABILIZED SURFACE. PARKING INFORMATION: ACCORDING TO THE PLAT THEREOF IC RECORDED IN U ACTUAL ALIGNMENT SHALL BE DESIGNED BY -- PRONGED GREENIRECREAl70N AREA: 1.63 AC DRIVEWAY PAR(ING: PLAT BOOK 08, PAGE 46 0� THE PUBIC RECORDS OF PUBLIC RECREATION AREA: 0.81 AC. INDIAN RIVER CO.. FLORIDA. SAID LANDS LYING IN LANDSCAPE CONTRACTOR AND SUBMITTED TO ;a316 SPACES INDW4 RIVER CO.. FLORIDA PROJECT ENGINEER PRIOR TO CONSTRUCTION. J TRACT EE=0.81 AC 25.01 CONTAINING 20,38 ACRES MORE OR LESS I I NP I I I a y PRIVATE RECREATION AREA: 0.82 AC. AMENITY/GUEST PARKING: _-- 3 TRACT M = 0.34 AC SEBASTIAN HIGHLANDS, UNIT-17 31 REGULAR SPACES PROPOSED LOT-1 II LOT-2 LOT-3 LOT-4 LOT-5 I LOT-6 2 TRACTP=0.13AC 2 ACCESSIBLE SPACES PROPOSED I_ I_ _ _ L _ I _ _I_ _ - _ - m TRACT GG=0.24 TOTAL GUEST PARKING = 33 SPACES PRIVATE50'RIGHT-OF-WAY N TRACT HH=0.11 TOWNHOUSE BUILDING & LOT LAYOUT (TYP REQUIRED AREA FOR PRESERVATION: PUBLIC PARK PARKING: SCALE: NTS C PINE FLATWOOD(13001411):4.04 AC. 3 PARKING SPACES WILL ACCOMMODATELU f TRACT D = 0.78 2 REGULAR SPACES PROPOSED _ - _ - _ eo D PAv DEG TRACT N=01 ACCESSIBLE SPACE PROPOSED SETTBM J , 6' BLACK 4R '" DO .28 / 9HDIADER = w 9HDIIL C TRACT 0=0.32 TOTAL PARK PARKING =3 SPACES - ON pKffAB - 2.D ze m EL -20.58' OPAQUE FENCE 40• EDRB 1pb ,eD- CD' „p U) a TRACT AA=1.90 _ _ • _ - - I, 6DEWAut iggv¢wuE 1MVEL LIME m TRACT BB=0.07 TOTAL PARKING: W TRACT CC=0.65 DWELLING UNITS 3765PALES -- _ - _ ___�___ ')1 .11�\`.......►l _ _PAVEMENT N/ALK _ _ _ - - _ _ -4 ow ----------- -------- ro TRACT DO=0.04 GUESTIAMENITV 33SPACES PUBLIC PARK 3 SPACES 1 _� 20.0 I r y TOTAL 352SPACES J �-- 95 I I' 50' Pf�YATE RIGHT-OF-WAY g o TOTAL AREA ON AREA REQUIRED FOR AREA PROPOSED PERCENTAGE OF 9L'A(.EFiTS al NATIVE COMMUNITY ENTIRE SITE PRESERVffAA��TION (2574 TO PRE ERVE PROPOSED AREA lM... �-+-� � 7 T - i 'yJ 13001411 - PINE FLATWOOD 15.11 3.7� 4. 20% 14A, I rJ.0 .� m 182111190 - URBAN OPEN LAND Z16 (TYP.)�P') fL�1 O ? • Y- I LL FCARRTRADETIONAL o ' ' o, ❑ TRACT TABLE TRACT TABLE - - I 1 F ,I~.1 - --V, FIXTURE UI x '_OT 30 127 _ z_ O TRACT TYPE AREA (AC .1 TRACT TYPE AREA f/ AC.) I I I I 'I - "Q' -- N 6 E A SWM 0.45 S OPEN SPACE 0.62 I n I I ' O B SWIM 1.45 T OPEN SPACE 0.02 6' BLACK 24.0' - - 1 I I <<, _ - - - z N rU'A C SWIM 0.43 U OPEN SPACE 0.06 OPAQUE FENCE R25. LOT 14 ( w (�r�.�.cr1 i,y ti BLACK Q ❑ -06 D N T EP �y �I�VE 0.02 V OPEN SPACE 0.02 - VEHICLE GATE I - m FIBERGLASS POLE ❑ H- E ��N SAE 0.02 W OPEN SPACE 0.02 R90' ( I r 8.�'"�� ) _ (SUPPLIED AND INSTALLED BY FPL q- (L F OPEN SPACE 0.02 K OPEN SPACE 0.02 - - 130.0' I I I III --1 �., c9 (n Q } G ONOTE PEN SPACE 90.02 Y OPEN SPACE 0.02 1 j WI I € h LIGHTING POLE SHALL BE MINIMUM T Y Z Z Q .Oc 6a N$PAE 0�02 AA D SPACE 1.90 �VEHk1(-' GATEE FROM PROPOSED UTLRIE6. N I REMER _ ,-'cJ OPENSPACE 0.02 BB0.07 a -1K OPEN SPACE 0.02 CC 0.65 I 9 rU W DIX U L OPEN SPACE 0.02 DD 0.04 rn m € a g ❑ E M AMENITY 0.34 EE PUBUC 9LB O N�AITllI YY DQ' -- -_I I:mO•\ - - jj •iiiI'' �'! ,1I j11 ,I; _+ ___ FINISH GRADE j8 N 28 367 Ra. No. 24-1980 0.3GFG AMENITY TRAIL 024 abi 4 DATE 1l2922 P 0.13 HH AMEN TRAL 0..11 0l ) IBR BHEETNO. O OPEN SPACE O.D2 II MAIN ENTRANCE 0.13 - 1 C1 R OPEN SPACE 0.02 JJ SEGONDAY ENTRANCE 0.14 _ _ i FPL ROADWAY L�,,,UJING DETAIL �_^ . I-'J NQTTO SCALE L PRIMARY �NTRANCE DETAIL SECONDARY ENTRANCE DETAIL LL SCALE: 1" = 30 SCALE: I'- 20' L4 LL BLOCK M4 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 ! LOT 1fB I I I I LOT25 ! LOT26 LOT27 LOT28 I LOT29 I I I LOT 15 I LOTS I I LOTTI aaPlEo I f. .T1-1z.a I I _ I I I I rca {caA I I I b�6T•i CITY OF SEBASTIAV•I i DO T DRAINAGE DITCH I I F.f.FL.z1.9• i I NN I I I I LOTS OCCUPIED I I I f.F.F1-125• _� yNI I III I I �yl I RI I BLOCK F.F.EL.-xas' �Iq. I _ 4,WrL4�4P F. wA .m6-mm 21 muwAvmosu,cl, 222r F «oF6c°`°" LOT5 iFJl-x26• U 49 Ocavlm -T I - ar.,.Ao , u� 6. 1.1 1 l i^� ! - _.� _r - ,r�T �1 - LOT ` iIF IrEO me �-� I - - �jA77 a6• NTTAL suw•u `-- - +ro n wAu li.la \• '��- n� - --- - T -� - I j I I - - - _ .•,� - '- - I If -I Ir� ' I W f 22'255 CmINAGEDBTIANI • w^ � c Nuw � Vk F �! DRAINAGE ORCH I Ail {•Ilm'pyyLl4"1 isl )ui'G 1 Ii I "•Y"'�r°f'MI°. Y I I 1"awuaal I'lIDP09® PB DYIEil PROPGO® ! RMpaF§D Y PIIOPIDeEO P v \ ` R=235Aa RAD.7 22. 15 ITS 15 ZL 2�50 I 2. 5 I?L60 j7. 2j§U �a� +Cvw J., _I---1 J - - i11 !/I6 LOTS �, rGD=3152U i/ i" -. \ .- ..w _-.Tr... iI.ISS LOT 17� -Qu. 2132 ., 22t4 3]..3t` 22.!Y L _ �- _ _ -:+ 35 'IT Pi _ - - _ - - - - - - - a{ ;�1u uWNL C- SDO'00'0VW 1,257.55'(B.e.) � 0.6' L�EIAL 6FAWALL TOa(N WI1L4„� � TOP OF MALL FL-f0.a' �°M1.2 EL t43T '66rrw •:� ., ��tae f Ml - - - - - - - - - - - Wa'L' 4- SWALE -SWAL, - 5`NALFrUll W L WAL WALE - SWP WA -S$WAL[[ -SWAL[ - SWP.L[[ - :SWAL -- 'wPL- �W;1-1- WALL --- SWALE ',' ALE ZYALE = LL _ F i �11oae'• �----. _ �.L��-III • �ZOW7-1- ISO j � 1•" 'LJCOTIE1 LOT I LOT12 I LOT I LOT I LOTS LOTS I LieOTeD ET,6 I LOTTS I LOT�4 I LOTS I LeOT� I '�OT� i�'�� 1 G.F.EL -131 KEEL-? V•CANl, 3.1' F.f£L 134' 1/E1-236F.F EL-TJ'i fF EL-14.4' T.FTL-TJ 9' GG.EL-T19" GT,E-23.1 I.F.EL-11.1' FEEL.-21K FGE 1]a � ry s�w.�i1 a=ra.• -Ov_s ar- 6 + 1 a MD. CAY .Q - "R"'° •# :+1S3.I 32,9E i]!1 2�!# N00'00'00'E,,ium 21i� 2_.4.t 23.C,i Ue9e1l > ,�i�St 2AU / N.E. M.E. \ M£.\ M.E. MF KE M.E. .. M.E. 1' I 2 (UR) y �y .75 02 W. (=. 22. 6 7C� 2275 ?j.7fi _ 1 III =-1 Ina f I '�I i 1 I, 1 , d 1 1 1 • �� f J�,, I•J 'P�+�: I,' 1�o�pe6D1 1 6s � i IPa�I I � I•I I Sr't I � -� 1 til_�" I •. ,WE eyNRa.WLtw I I I ! �FK�1.r1,G 1 I I { e �l� Y( ' ji71,1 1 -i �.• 1 Iq•, '!M NIa it _ • --. _ � - I I _� I � - - I IL[LlB_L I 21.75 w. 91 -' - .. bc 2L1 -w- 4y -Woo _.__ 15 w _ - "-' -- •< f I r - 1 E( 1 tF 1 1 I PRO '- 1 a2.zs A Rim\•2", /' - gm 21--'e b L ;Ol v I ilES 1.33 33AD - - - , 'I _ - r 4 3.L�`, _ _ ?Z_w um, 1 Wmo.tto6vdlw �_ :'7F,3 � � � I � I � I I � ��`i I � I I 1 I I I I I I �� ��-T1s� y'•� -� I I lP+ I I ) lPRa#�BmS 1 7 1 iPR�i I '�-75 01•`"a"'°° j I p sour 4 aur'e I�' I IM^'6°w�EL�LO�I° I=�aIN•I�fFWe.9ox - J 1 4 3 Y• Irl Y 1 �� is 1 I W�1 1 1 Y Y I - - I I BLOCK 5M LOT W W" - 1M WAIV•Y l LOT LEGEND: PROPERTY LINE W W PROPOSED LOT LINE D w 1zo 1' = 60' W • PROPOSED RIGHT OF WAY LINE PROPOSED STORMWATER MANAGEMENT `I�= _ PROPOSED BUILDING OD PROPOSED ASPHALT PROPOSED CONCRETE ]2.W e' PRO POSED CONCRETE DRIVEWAY PROPOSED PEDESTRIAN TRAIL PROPOSED LIGHT POLE PROPOSED DRAINAGE STRUCTURES PROPOSED STORMWATER PIPE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION EXISTING TOPOGRAPHY LINE DRAINAGE AND GRADING NOTES: 7. ONSITE EXCAVATED MATERIAL TO BE USED FOR ONSITE 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD PURPOSES ONLY. IF MATERIAL IS TO BE HAULED OFFSITE. MINING BB PERMIT MAY BE REQUIRED. CONTRACTOR TO CONTACT ENGINEER OF RECORD IF MATERIAL TO BE HAULED OFFSITE. 2. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. S. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN y FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ON THESE PLANS IS BASED ON THE RECORDS OF INDIAN RIVER ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL COUNTY AND THE VARIOUS APPLICABLE UTILITY COMPANIES. THE JURISDICTIONAL AGENCY. INFORMATION IS NOT TO BE RELIED ON AS EXACT OR COMPLETE. ME CONTRACTOR MUST CALL THE APPROPRIATE UTILITY 10 CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM COMPANIES TO REQUEST EXACT FIELD LOCATION OF UTILITIES AT BUILDINGS FOR ALL NATURAL AND PAVED AREAS. LEAST 72 HOURS BEFORE ANY EXCAVATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL 11 ELEVATIONS SHOWN AT CURS LINE ARE EDGE OF PAVEMENT EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED UNLESS OTHERWISE SPECIFIED. IMPROVEMENTS SHOWN ON THE PLANS. 12.ALL CUT OR FILL SLOPES SHALL BE 4H:1V OR FLATTER UNLESS 4. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN OTHERWISE NOTED. SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RE CORD FOR RESOLUTION. 10 ALL DISTURBEDAREASARE TO BE SODDED AND/OR STABILIZED. CONTRACTOR SHALL RE -GRADE RAINFALL WASHOUTS WHERE 5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE THEY OCCUR UNTIL ADEQUATE STABILIZATION OCCURS. COMPATIBILITY WITH CHANGES IN ELEVATION WITHIN THE PROPOSED PLAN. 14 ALL SLOPES OF LAKE BANKS SHALL BE SODDED WITH FLORATAM. 6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN 15.ALL IMPACTS TO EXISTING CITY OF SEBASTDW RIGHT-OF-WAY AND ALLREQUIRED 817E STORM WATER RUNOFF AND DISCHARGE INTO ROADWAY SHALL BE REPAIRED TO CITY STANDARDS. AN APPROVED STORM WATER SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT PROPERTY GRADES VARY FROM THOBE SHOWN ON THE PUN AND CHANGE THE FLOOD ZONE: INTENT OF STORM WATER DESIGN. THE SUBJECTED PROPERTY IS LOCATED IN FLOOD ZONE'X' PER F.I.R.M. PANEL NO. 1206COI 14J. DATED 0IM2023 �I I I l F N-1i _L_I!r- I-L-i-T-1 L1_ TYPICAL TYPE W LOT GRADING SCALE:NTS IF y P ICI ICI g. Szj _L-1 I_LFRNT-i -I"L1_ I {PICAL TYPE W LOT GRADING SCALE NTS 0 0ys md5 An 0 jam U • a) 4� ( ' v .L p�5L a) < Lm 9 8 Ln(D f6 - � A W y . N w j C UJQog � u w O of � 0 a -cc/) _0 m C 3 vU C s co .12 �oa �LL li JBn1sE U. S' * • Ne. 74145 � • Zi SfATEOF Sa4 P201xaN � • Z a� Q m z � W Z Q Q 2 J 1 0 (� v! ZZ ❑O K Z N Q U LU IS U = NUJ �a o❑ PROD. NO. 2e-73Bo DATE 129/2025 6NEETNO. C-3 STRUCTURE TOP = 19.75 r'r TOPOFCURBG GUTTER PLOW LINE n U SF. NO. SIO6. OR� T BELOW TOP OF PAVEMENT p e14 a r EQUAL FRAMEANO GNATE _ ♦ E_ r - FINISH GRADE _ L•I ,$ i- T - - •'� - r~ _ __ 0.25'0 WEIR EL.=1725 O ? x PROVIDE INVERTED DEBRIS BAFFLE /En'. raw: rr�'� g sz•SDUME - 15•CAP FOR BLEEDER ORRICE a 4-0'MWIMUM.ORLARGEA a 1 / Nt :�-- >oy AS 1- < /VYI i I sa =•• m.e. r, r,+..,1 1 - .-: > _ GRAe:. ELEUAnbN- _ OO Flow uMe OF /�, _ 1 ( ) 7 �}w:bIF1EPM 1,4uRB OUTFALL l�l JI }+ U WORCP ' �• I -T INV.=13.60 C -tC PIPE Ol0. I PIP 0-5'O WEIR EL.-16.00 •U L L B AS PER PLAN I AF PE) PLAN - O L E D. I RYLET OFFSETREFERS - _ Q a P - TO THIS POINT. Y / m I FLOW LINE ELEV. rwC .a:rww r ______________ -'BOTTOMS.!:. -` _ _ _-- V■ Q strnox cc CS-1 CONTROL STRUCTURE C LO . ELEVATION TOP VIEW (MODIFIED FDOT TYPE'C'INLET) TT-�-A-)-Yeexea NOTE: g 1. FOR JUNSCALE: N.T.S. 0 -Do H CTION BOXUSESTANDARp SRiUCT11RE BOTTOM ANDTOP SLAB'TWEP'OR T'PE J', IN ACCORDANCE L itn_ WITH FD.O.T. STANDARD INDEX No. 200. b j,-24'.WR)E THERMOPLASTIC STOP BAR STEEL GRATE DETAI• V J G O TYPICAL MODIFIED MIAMI CURB INLET 0 a1S _ SCALE: N.T.S. d r5.v tore rr Ttr _ CROSSWALK 6-YELLOW- i mm A - • _ ' r0e,nne` I I sn iti.." INONI20MAL WALL IMFPRCING SCHEDr/IP - C 3 Ir NmEs: 10• TYPE •D'cuRe NE/�1 n� r , r_ �.�. ,, :-.� i. • , r xraN r°xU I ,ew"wv smen v,. aa..m ' 15' (TVPJ lr ,r-•! ,Lgp�j v V LL nx MAINT- 8' 11.8' 'ity'1q GRASS MEDIAN o sr e.•, o r'd cn, - - F.F.E. = 23.6D ACCESS 17.8' LITTORAL SHELF VARIES _ � 9 O (Q J DINENSIONAL AND REINFORCING DETAILS TOB EL.= 20.50 - p % CONTROL EL-1600 FY 2023-24 TYPE C -DIMENSIONAL, REINFORCING, AND STEEL GxMTE pffi5 �\ J,��1 r\ / LRT. SHELF= 1a.D0 '4'(7 MIN) STANDARD SRD CROSSING DETAIL �^ - g sren gl uzcwnwc I =t71 DITCH BOTTOM INLET TYPES C, D, E, AND H 21I( WIN MAX �1\ START 2:1 =14.00 I Z lD/Ov20 STANDARD PLANS 42$-OS IGJ 14 aV:iH - 10V:1H MAX - -'L C P P P P JaglF W�1 _ Q PEDESTRINN PATH 4V:1H GRAVEL OR MULCH \' N 24'THERMOPLASTIC % MIN. W' MAA-, c aaTT / •a' SLOPED 2 I' WHITE STRIPING IA 1 tYe+e l.' N.T.Ak - --Ps.LL11IlJ..ra o I � 10 _� �„ •I� 2VAN SOELEV.100.110UKE m No. 74145 .•* (� r" TYPE F _ -\ \\ (;J PLAN as re• °•" "'^'•^^"" TYPICAL STORMWATER POND CROSS-SECTION - 1 ry - �I tr i •NnvNTYPE A•r•rar SCALE: N.T.S. y d 1 a_ , ♦ I i r I `- I. r=-y °„x . 2 C `.P� a �R1D1:•��'1D�`� 12'THERMOPL45TIC STOP BAR �''o.••.• VTMLL� -_ SECTION WHITE STRIPING " tw � SECTION M r 7ypE F ' in r r r ro r,r cva a e. C j vn w•.,. - >- k 5.P ,w �'m ao, 1D U.E. 13' V 1 7 1D IT 3' W SPECIAL EMPHASIS CROSSWALK DETAIL TYPE 6 (•) 0.25 (-) 0.20 - 0,00 S'. FOOT STD INDEX 711-001 SHEET 9 LOj rr 2% SLOPE 2 % SLOPE SCALE: N.T.S. 2% SLOPE 2% �07 �: r ' -� ' J SECTION -t- DROP [PR9 Be 5' CONC. SIDEWALK J qq r rP ° E°"P w.= ' S4p•'°"rn0"`'" x.r - EXTEND STABILIZED /� I STREET DESIGNATION SIGNS(S)ARE REQUIRED p w i a T L - AND SHALL BE DENOTED ON THE PLANS. C OF CUR DE 6' BEHIND BACK TYPED nwu.ee,mn Fxrn SO'RIGHT-OF-WAY SECTION OF CURB �fa y� �, j��l 30a STREET NAME SIGNS SHALL 8E WIN HEIGHT m of � ��JJ U f'v' I ;uJ WITH 6' LET RS. WHEN A STREET INTERSECTS 2 WITH A MULTI -LANE ROADWAY OR THE SCALE: N.T.S. m A SHOULDER ADJACENT STREET POSTED SPEED LIMIT IS GUITEq 'n Or { wi..e .a.wwe ww+w w,. wx=a. EOUALTO OR GREATER THAN 40 MPH. STREET S s{ LNAMESIGN ETTERS 20S SMALL BE12"IN NIGHT WITH 8' m 5a SECTION CC sin m r" r r P _ p CONCRETE CURB ( � T] " VALLEY GNTTEA R1-1 W LU to erorw r ., w°Mw: >nrN,n„°rr»re ) o))x 30"STOP SIGN mN THIS PO NTL,x•vrw,.x.rx.rv,,,,xw.°°x..,ae„,ro. vw:K, vw. •,.elww z.z SCALE: N.T.S. OJ m .x ry ,-,rm. n..rer. w.,,.,, sw ...m .waw mux �a S141 axs,lwnran ELEVATION OF TOP OF INLET TO �" LETTERS W TYPE RA a .fir ELEVATION OF TOP OF INLET GRATE 314'R ''�" PAVEMENT Jn = n,vxw wr msMarz CONCRETE CURB AND GUTTER ri'OF 9P 8.5 OVER 1'OF SP I2.S ASPHALTIC °"--�L-L-----1 I" "" 1 ", ., "'�u� , il..I NOTE TROL CUTS m usr unrm PAVEMENT uuT- 17 }�Y'.., 1OO.C. 3/4'OEEP m SEE PAVEMENT SECTION VARIES rox ? I FDOT DESIGN STANDARDS � O y DETAILTHIS SHEET MINIMUM WITHIN GD Ill ars< I® 2013 CUES a CURB AND GLITTER 1300 I sle m - 6' LIMEROCK OR CEMENTED COQUINA BASE m 1 48 HOURS OF o �yy COMPACTEDT098% MAXIMUM DENSITY 12' I 24' 12' I POURING. �S�rT SIGN DETAIL a Tj (AASHTO T-180) I I m � COMPACTED BASE . 9' STABILIZED SUB -GRADE COMPACTED TO 98%MAXIMUM DRY DENSITY PER AASHTO STABILIZED SUBGRADE T-180 METHOD, MIN FBV 50 P.S.I. So E sTMOARD TD' MODIFIED MIAMI CURB 6 -' 6 p PR6PNGIED F�7 ASPHALT PAVEMENT - PRIVATE RAN SCALE: N.T.S. DISAeLm PAPKWD IF A'LYOTreaWAREBORDER SCALE: N.T.S.IYfNOrNGmvpvenSS114BOL 5'SIDEWALK (`(�Filfer F�rJC BLVEBAONGRWND y. �DNt ]•OV1..q IrOPOF TIE SIGN; 3' B.I w Sid 11, S Q 3' Belw SitlewaN SuAare SLOPE 0.02 FT'JFT. LryJlQ D-3 2-R-MIN �I 2'MINUOveffpA!"1lf0. Yrnrnt$ldNI54J,'T'A�t+�- ��� 'lam- msMlle m -SeQITJPO'DevrM WXREBACKGRWNOELLIPTICAL PIPE S.ACXIS���W-1m, BLACNSOROER 3.000 PKCON28 DA ♦n >9 - 4 LETTERS 3.000 P.S.I. Q 28 DAYS 73• 1 7JP tq Bar _v, � C3 YariQS I OlT'EDSI�OFSION1 ar4a'et+I wY -Sw p3 Bar r^-y Oil. _ NATURAL SIDEWALK NOTES: \1'�0�,�� 7 I.1 RD Woven M NOMOYen Nam' *r 4Mp °�'�14niY 1. ALL MATERWLS AND CONSTRUCTION PROCEDURES SHALL BE IN 'N Z Z O 120, YNI, n, F1Ber Feork ALL LETn:RSa awMr ¢k\ - 'auVuxe�wx - ACCOROANCEWITH THE 'SUGGESTED SPECIFICATIONS FOR TYPE EC QF U LL1. � ! • CONSERVATION AREA 7\P � � i`,_, .L_'.:'':- q CONCRETE AREAS' PREPARED BY THE PORTLAND CEMENT �y taZ 0 BCD' $eaninp Dow" r` wzraFr • 'r.h=". ASSOCIATION. = ELLIPTICAL PIPE SHOWN ' Roxaw I - f •_. L{.•i, 2. CONTROL JOINTS SHALL BE CONSTRUCTED ATA MAXIMUM OF U W Q �U AWND PIPE .. TI,, 1. I B-FEEr. WHEEL STOPS REINFORCED CONCRETE = U) Cl) o_ , C3 ISOMETRIC VIEW I t�j _ 3. AT LEAST THREE(3)COMPRE591VE STRENGTH CVUNPAVEMr PLESPIPE SECTIONS SHALL BE TAKEN FOR EACH10,000SQUAREFEETOFPAVEM=NTOR SCALE: N.T.S. COff aJ /lllef /06T1C JReteJ Po Ob JnehN4d !n ODS'f 0I pipe a/NEAS.FIVE (5) PER JOB, WHICHEVER IS GREATER. SLUMP SHALL BE2 T04 m:NO.241950 Nsm INCHES (AASHTO T-119). COMPRESSIVE STRENGTH SHALL BE DAE102912M tt--' `- I em OLLPYEIa KAO[Un¢rafM v'A4rE U0x REPORTED AT 7,14. AND 28 DAYS. NOTES: m FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN L I a.PeFer 1 11 + sw'u �`isT um�E4�Own wia 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% 1. WHEEL STOPS TO BE PLACED 2' BACK AS SHOWN ABOVE. SHEE GD. 14-zwu„wr I1 1OQ 11 CENTERED IN THE PARKING STALL U U �I, _-_„eJ eMetrcu rtxr lv,r naoTef Tae'r MAXIMUM WITH BROOM Y. 2. WHEEL STOPS CAN BE PAINTED IN A CONTRASTING COLOR U 5. SURFACE WITH BROOM FINISH. SUCH AS GRAY, YELLOW OR SLACK. BLUE SHALL BE USED /� FILTER ABRIC DETAIL TYPICAL ACCESSIBLE SIGN DETAIL FOR HANDICAP PARKING STALLS. / �d. LijF SIDEWALK DETAIL 3. CONCRETE TO BE 3,000 PSI, WITH FIBER MESH lV T SCALE: N.T.S. SCALE: N.T.S. SPLIT RAIL FENCE DETAIL N.T.S. REINFORGNG. Is- N.T.S. ; I _ &0, _ 17.5' .. 10.0' 5.0' 5.0' L yz +on ss>�E J1V MAX / - 2-�'1v 20' 0 ADS N-12 STORM _ CFIMAX SECTION A SCALE: N.T.S. W 0 J K K {.- 20.0' FFE = 23.50 2 2x sore TYPE "A" LOT GRADED REAR TO FRONT Z s I U � 24.6' I RI AISLE` 12.0' t 13.0' 25.0' ` 6.0 WATERMAIN III lAN.SEWER NATIVE LANDSCAPE=@FER , _ SLOPE TO EXISTING GRADES SECTION B SCALE N.T.S. W a 1 B.C. 8.0' - 18.9 5.0' 1 4. 9.4' I 10:0' FFE = 23.50 C.E, 16.00' - �i'�- 4H MAX .n J1 V BOTTOM 10.00' 2H - MAX SECTION E z WW O n EXISTING VEGETATION J r TO REMAIN EX. SLOPE TO CA L 11.6' 12070 ^. --- _� 1 a1e.�Q CONSERVATION AREA E TO REMAIN EXISTING TO REMAIN EX. SEAWALL Lii SECTION F ILL SCALE: N.T.S. Z PROP LANDSCAPING SLOPE TO 'ANACJ-, ; ,• BANK I ast EX. 6:1 L� EX. SEAWALL 20.0' EX. GRADE FFE = 23.00 "� 2x s�o� W1 TYPE "A" LOT GRADED REAR TO FRONT W 7 o �o a $ K Co. �c I m� I eom - 20.0' J + ? o U � CA ADJACENT FFE = 23.50 O Q C '- _- m �$ GRADE '-• •� Q- v 4:1 W SECTION C •�+ u z SCALE: N.T.S. O w _ 0- 0, am 06 -E ow > m 0 0- s C s a a pov -a .2 � �Ig 36.0'- EX. DRAINAGE SWALE 25.0' 22.0' 28.5' T� clµili_ltisrr--. .. EX. GRADE _ r EX. 3%SLOPE No.74145 "* EX. 4:1 OF SECTION D NEE` SCALE: N.T.S. m •� �j W f Z J f PROP LANDSCAPING H ' O EX. GRAbE 1` 10.0' 10.01 1v If- C.E.16.00' W m 4H-MAX _ w 23.00 FFE = 23.50 22.50 23.00 FFE = 23.50 rn "`BOTTOM D G 5%SLOPE 5%SLOPE EX. SEAWALL 2H - M,4LXmoo,r I SECTION H SECTION G SCALE: N.T.S. SCALE: N.T.S. ' EXISTING VEGETATION Z V W TO REMAIN f/ EX. SLOPE TO C f, YI - V. y jh�-.: T` EXISTING VEGETATION a z fWV Q a �u • Sg V TO REMAIN 533 I 21.2' 26.9 J 0 >� �, , r,, G�,i�:SERVAON AREA _.,, EX. GRADES _ X. DRAINAGE SWALE� K O ZO �! '� +• i LL z z w zua, I'^� ZQ W a EX. GRADES co TO REMAIN CONSERVATION AREA • U W U = rn y U o 0 TO REMAIN EXISTING t:.8 ( �,.�_-.'_ 'itssq _- _ mac, +c 24-1980 EX. SEAWALL EX. GRADES - ---�- 0"f v2w2025 TO REMAIN 91EET NO EX. 4:1 SECTION I SECTION J C-4.2 SCALE: N.T.S. SCALE: N.T.S. ±21.10 ±21.15 ±21.20 M.E. M.E. M.E. -Snx, a -EWFL WALE SWFtj .-lW -SWPLE -SWCLE - iWALJ' W SVYo '.VaLE S-20': S-21 MES'; - MES INV: 19.20IN ' INV: 19.40 N PROP. TYPE "D" CURB I' 53 LF`of 15" ERCP (EQUV. 12"X18") @ 0.38% I PROP. VALLEY CURB - ,92160 211;60 I I I S`-1 I S-2 LET VALLEYINVALLEYINLET RIM: 21.38 � , � �-' ' RIM: 21.38 INV: 18.11 N I INV: 17.98 S 21. INV: 17.98 E 22.25 21.75 - - - 33 LF,61`l,8" HDPE @ 0. 0 22.55 _ 22.75 i 55 -1 -� 2.20 i 'PROP LU i j� o i i I 6-NIT D� N= l I FFE - 2 - - �1r ' O w 120ooa I I F- u, MAIN ENTRANCE PAVING GRADING & DRAINAGE SCALE: 1• = 20' ±21.00 ±21.00 ±21.10 01. M.E. M.E. m M.E. E PAVEMENT WALK WFL - SWALE ='SWIL '_'WAIE S-22 2L?00 '` 22 S-23MES MES INV: 19.70 N INV: 19.70 N ii " ' 39 LF of 15" ERCP (EQUV. 12"X18") @ 0.00% I �2. 21.8 21.82 4z- l�-= --- 0 k. o �o I .: R i 2co . n C S-s 22 5!�, - VALLEY INLETS I RIM: 21.46 INV: 14.00 N INV: 14.00E�ufl 0 I _ I 22.25 ' SECONDARY ENTRANCE PAVING GRADING & DRAINAGE SCALE: 1- 20' °o m8LL' Ln I 48" U N Q 8 � •as a NoWG � C o� � j &- a.. Q-od od (+ E 3 1 �Ua � c m °t -a �J`F,g� 1N �• •Mi A. I: 1P'• 1i�'a8E •'••.. -�• No. 74145 ��', BTAlEOF x V1 qw �V) 3 w Z l�1 Z V ❑ Z fc'J 5 0 z m ❑ w0(9 ' U' Z ❑LL a Y ZQ w U =UW Z �U W N € w ❑ • •• No. 24-18E0 , t E 1129l2025 SNEuw. C-4.3 i 1- --� �� -- !---I--�---- -1 -�---1 --I --�-- I - L W w. W> , - - - ---- --w"_ W> wy __Wx -__-_ w______ W--____ WF _____-_____-µY______wX______W�______YIR______-- - wF r------SET TBM ----- --- --- ------------ SETTBM---� �m EL.�NSB' S 25'PAVEMENT �P�b r Q ____ l�mm WO FIE FIEL0. -_--_---_--- -_ pyv TAvE61k'NTTv�____________________________________._________________----__--_-__-_-----------_----------____--__---______-----__- - S•_ Lx__si - _VERIFY LOCATION- _ _ - _ _ iYE4E,tff+yeuL _ _ _ _ _ _ _ _ _ _ 1 8 LL ____ -_-___-------------- - - _-________ ________ ______ _ T1 _ 7 G,��-9�' J_ -c' -`Y.R F - J 1 - 11, SNA c CWR�[ F NR.E $MdLE,,, -cW0.iF 'W 4FP -'N 3•. e,[ EL ' Lu',rLll. 2 L E ma m A'a anN`e w,1. c E WALE 4{ALE _ F.E TOP 20.4 4LE _N+IF ;'� Qgm - W' _ S4'A [ WALE i!L'AlL 'WALE _ IL _ _ SW SWALE _ ShA� SWL' E CS+!)= PROP. B" CONNECTION vn 4e1 - IAA S •� - INVERT IN IN) IOS - - -'^�E - �%i N ` - - - - EX INVERT IN (E) -10. 9 I ' . VERIFY OCAITION� � � o > _ TO EX. B'HG.V. - � T0L4M.An.11 I I PROP. INV IN (E)=8.89 2"BIO SAMPLE POINT#3 rn P4 M' I I I I INVERT OUTS)=9.3 f - /T}� L) 1 i MtllT +h tl1=�' I `= I NvfFt qlr In I I I PROP 6"CNNE CTION C LQ09FLST#11 - - I TO EX 8'0GV 1 •V •- V VACANT ( I I - S I 2' 8/0 SAMPLE POINT M I LOT 14 LOT 13 LOT 12 LOT 8 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 (LOT I I w; TEMP JUMPER O m Q 8 d - OCCUPIED VACANT OCCUPIES OCCUPIED O!CUPIEU OCCUPIED OLCVPIfL OCCJFIEO VACANT OCCUPIED OCCUPIED OCCUPIED OCCUPIED ® m 1 • I - FEEL.=232' FEEL-23 F.F.EL.-23.6' FF EL-2',.7' FEEL=244' FEEL-23.9' F. F.EL=23.9 F.F.EL-27.2' F.F.EL-23.2' F.F.EL-23.1' t.F.EL.=23.6CL N uwAu _ i s < LLI � W q� I 1.1i4• I I 1 1 I I •� W I - _ NWOO.00"E 1,132.55' a I F(4ae6jP 1 -_ It _ 237 LF 8' 0 PVC ^ , ' �a 3 267 LF 8" 0 PVC +� - - - . ---. s e.-.wl see I n 2��s w s.s- .e��s-=e II'y W_ 1` WATER MAIN L -coC 16 = I WATER MAIN 0.2'W. i� L a � I � � I I NFLICT#1 � O � �' 06 .0 w l p I IPROTISEOI ( I I IPROPPSEDI I 1.. I I I {PROPOSED PR ED NITowELLING okvE u4-0-FT, I I I f rt 94G NIT GWELLIMG pW�ELL,I N@ NR �I O7 485LF HPv I I ) I I 1 f l I I 1° t_ I I 1 I I I 1 N I► Vi U d " I � 64l eONIT NG � ' j I N!<LICT o7 - - I I +'IaFLICT N �r 1 CC _ F H. AS��M L (21, 3 N SE D L STA4DAR.D 747 LF 8' PVC I C E x DI TEE -AT MAIN - 1 - 1) LATERAL P J I I j I 8°X8" DI TEE y I • I 8'H G.V. s SAMPLE I'. #4 I (TY 1 WAT MAIN I (0 m 8" 0 G.Y _ - -_ - - -. �7 - ' - r b 6 _ i. - - ,. ,- 8" H G.V. w d I 25 8' H G. _ �. ,e .. Y - 8" H G1Y.- r _ o -- \ I I D rPvcaP 4ao A _ W Ohi %.2 H 9 ICE II--___ - - F.H.AS�EM[iLY 4 8H ..Q. gb L� - CONFUCT#9 �; ) o AI* NF�IGT f I \_�I CFLI T#10_ _vl _CONFLICT#13 PRa+, 3LE WATER- - ..: y ►�WATER MAIN e•�7NI7 p yL, -----------METER (fYP) { i 1p 3 I I I ! IPRO�SED}■'�-- • I AMENII - - - - - I (U•I�' { 1 I 1 I -Z- - 238 LF B' H PVC /L I PROPOSED NG 6P I I ITDWELL64G '� l8 -. - \�207 LF 8" H PVC J� - RMAIN *• No. 74145 ' 17- / m � FLICT#3 � -X" 8TA7E OF .•!/��, _ y __4: F.H. ASSEMBLY (3)88'0G.V. I I Q I [PROPPSEDI I I I Ir�l I I I 'PROPOSED( I I I PROPQ.9Wd 1 5h I i I i ! I �q 1 1 I iPROPj3SED1 I i11F1 - 0 41 LF 8"O PVC WATER MAIN 4 DWELLING @ NITS WNG R LLI G B41NIT NG NITDYVELLING 4 \' I I I I I I I) -- I I I I !I I I I + I I -- c 1 q'D DBE. SPAN ARD - TY - f �. .IR LATERAL (TYP) - I - m _ I 1 ; I IT CONFLICT ilSDL��EhAIH OI 45' BEND�s i r 3: \75% F8.0 PVQWATERM I(VNDCONFLICT#8 '"T-- - ETH SEAWA1 - - _ ___-- \ \ L CONFLICT #4 \ 6\ DI 45 BEND I _ `� r F.H. A8S B (1), -.� - y \ T 534 L 8' 0 C l� 3.0 MIN) W TER MAIN ` \ wA ER MAIN B" 0 G.V. 8 SAMPLE POINT #2, I (TYP.) '� H Ld \� \\\ I 4•pntTDpeetglpG I I I I ERG 1 I I I TDWELLNIo I I I I "NITD w G rt LI G 8"HDI45°BEND \ PbBED PROPbSW' 6s PROPOSED I '� ✓ U) 1 1 I I I i I I I I i 1 I I I I I I I I I Ipl I I I I I ! I V Jy W r t E M I I I "NIT aIYeLLa I i t DWEL 4 I 1. i m m \ �- WA E 8'0PVC m C-1 - WATER MAIN 0) Rv2M25.' MAD. f, _ _ _ _ L _L I_ _I _� I_ J ONE• I_ _ i INY mr CDm316.201 r D"= b'a a 0.6' META1 SAWALL S00'00'00"1N 1,257.55'(8.8.) d 0.8' METAL SEAWALL OPOFYFL6EAWILL TOP W WALL 0..18.4' TOPE WALLEL•+4.4' CL \ h Y 1 � LEGEND: E 9 4s +oo U PROPERTY LINE I H---I I� fee p0 V=50' CONFLICT TABLE eee PROPOSED LOT LINE Z CONFLICT1: TOPSS BOTSW 11.44 13.93 z Q CONFUCT2: TOPSS 11.77 pi PROPOSED RIGHT OF WAY LINE BOT WM 18.90 PREP UTILITY NOTES: CONFLICT 3: TOPSS 15.71 Q BOTSW 12.64 1. VERTICAL CROSSINGS O J PROPOSED STORMWATER MANAGEMENT CONFLICT 4: TOP SS 144 3 SANITARY SEWER SYSTEMS AND/OR RECLAIMED WATER MAINS WHEREVER EITHER ARE NOT PHYSICALLY POSSIBLETHEN THE , BOTSW 16.31 SHALL CROSS UNDER POTABLE WATER MAINS WHENEVER POTABLE WATER MAIN SHALL BE LAID AT THE MAXIMUM �/'t a.Q CONFLICT 5: TOP SS 16.45 P14YSICALLYPOSSIBLE SANITARY SEWER SYSTEMS AND/OR PHYSICAL HORIZONTAL SEPARATION DISTANCE POSSIBLE, AND �/J p LL SOT SW 17.45 RECLAIMED WATER MAINS CROSSING BELOW POTABLE WATER LAID: Y Z Z PROPOSED BUILDING PROPOSED CONFLICT B: TOP SW 15.08 MAINS SHALL BE LAID TO PROVIDE A PREFERRED VERTICAL SEPARATION DISTANCE 12 (MINIMUM 6• FOR A.) IN A AJ IN A SEPARATE TRENCH; N UNDISTURBED FORMING TO Z Q H W %0� LIGHT POLE BOP 16.08 IN GRAVfTYIRECLAIMED MAIN) THE INVERT OF THE BETWEEN THE MI CROSSINGS IN PANDARAGRAPH THE MINIMUM VERTICAL CROSSINGS IN PARAGRAPH I). rC VJ w - I I PROPOSED ASPHALT CONFLICT 7: SS TOP SS GOT WM 1724 1843 POTABLE WATER MAIN AND THE CROWN OF THE LOWER PIPE. 3. CONFLICTS �l =w L7 3U S Q PROPOSED SAN SEWER MANHOLE TOTAL UTILITY PIPE LENGTH: CONFLICTS: TOP SS 16.15 2. HORIZONTAL SEPARATIONS WHEREVER IT IS NOT POSSIBLETOMAINTAWTHEMINIMUM �UW �~ N co .- 7 c O SOT SW 17.17 WHEREVER IT IS PHYSICALLY POSSIBLE: STANDARDS IN 1.) AND 2.). THEN ALL PIPING MATERIAL SHALL BE PROPOSED CONCRETE ------ EXISTING WATER MAIN 8' C500 PVC WM: W C-900 PVC SAN: 3,528 LF 3.132 LF CONFECT 9: 70P SW SOT AM 1454 15.54 SANITARY SEWER SYSTEMS REQUIRE A PREFERRED 10-FOOT DUCTILE IRON PIPE (DIP). ALL DIP SHALL BE CLASS 50 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL _ PRW. NO. 24-196q CONFUCT 10: TOPSS 12.87 NORZONTAL SEPARATION DISTANCE (MINIMUM 6-FOOT) OUTSIDE BE USED AS DETERMINED BY THE DESIGN AND SITE CONDITIONS. DAM 112mir5 SAMPLE POINT DISTANCE: GOSW 15.69 TO OUTSIDE OF PIPE BETWEEN ANY POTABLE WATER MAIN ADDITIONALLY. THE POTABLE WATER MAIN SHALL HAVE A FULL JOINT CENTERED ON THE CONFLICT AND MECHANICALLY PROPOSED CONCRETE DRIVEWAY w PROPOSED WATER MAIN CONFUCT11: TOP MW 17.87 PARALLEL INSTALLATIONS. RESTRAINED. AN ABSOLUTE MINIMUM VERTICAL SEPARATION aHE NO 1 T02 7157 LF CONFLICT 12: SO T SW TOP SS 11.25 10.63 RECLAIOUTSIDMEDREQUIRAMINIONTAMINIMUM3F RECLAIMED WATER MAINS REQUIRE AMINIMUM OFA3FOOT WATER DISTANCE OF 6 INCHES SHALL BE PROVIDED BETWEEN THE PROPOSED PEDESTRIAN TRAIL SS PROPOSED SANITARY SEWER MAIN 2T03 3T04 1158 LF 721 LF SOT SW 16.83SIDEIPE DISTANCE BETWEEN ANY POTABLE WATER MAIN AND/ORA INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. �5 1 T04 985 LF CONFLICT I3: TOPSS 16.39 SANITARY SEWER SYSTEM PARALLEL INSTALLATIONS BOTSW 16.39 _ NOTES: °'"1CM0R4tl"11B ye NOTES: �1° w,ms,mrrsanwrawrue _ AYN.NY�F,..�PEF..,N�R�Ffi m'°F �AD�IE,FA.oK I l I�mP, PLAN VIEW s �NPr�'PG�YRE,A �s�AAAHsm RM THes�sPF,I� YwrE- � `�`- WGEo.I�w.nANolaw.TEP,T R,IN.P �u�rlamnro�ww�N��alr.*Dln,sa.IlwzE,�NPvw zl�PawmF*aF a ��� W„N,r.WE WARII®ro�IGFAa,N"I>FEwu�"�., � "'fir, BFF,bA,A�M,AN]I�NL.�,m ��NE1�aa�'GTm; ""a al�al� �AF�,.Im.:, N�HrS.-AIP �_-\ _—__— r'P'�, ,'FE�vNO E9Y � \` I � WWbx,pxl la vufv. xvonurt Wave Imau duL s� u.Tm gmwmlafom.ewm.4'nmmlc, �.. — —_/ zvnv.4rw 1 .G„eYw IT�MA ELEVATION LweffPArEAm rmR - r / -�;w.% NOTES: .. .. . BLDMFOFFTOSELOCATEDA—DEADE-UNESM—GNED—HPROPEII LINES — P lNldw�"C""iwel i. PLAN VIEW s ..�OUIPEDeIRC SEEOWINGW-IAVYENOTES sNREWN ELEVATION SMfM� 1EADPPPERROOYEPOAYBAYNG� 141A,TMMAMCIEFAVCIIRNE RCEERTSNLmS. ODUCT MST. ELEemryMCETGeELDUTEDAwAEEMTGAueoxE6AxDRAEED N 8EE.RAWP,GW.k-EHYORAM.ETaLNOTE3 !. ALL�01NOFfbbHALLBE LOGTED4'104'OF THETERNINAL VALVE m INDIAN RIVER COUNTY FIRE HYDRANT &VALVE �"m°ro INDIAN RIVER COUNTY wrroINDIAN RIVER COUNTY n"oINDIAN RIVER COUNTY • INDIAN RIVER COUNTY DEPARTMENT OF I _ VV_1 DEPARTMENT OF I VALVE NOTES - W-1 DEPARTMENT OF I FIRE HYDRANT DETAIL I W-2 DEPARTMENT OF I FIRE HYDRANT DETAIL -I W,2 DEPARTN NTOF I MANUAL 2"BLOWOFF W-3 UTILITY SERVICES LOCATIONS UTILITY SERVICES A UTILITY SERVICES UTILITY SERVICES NOTES A UTILITY SERVICES N LU cn U % cn } i Q NOTES: cvcn.leLowmism�,s."'E"m aes°�.ce , Rr.., ; Z a - sEAuuaRaRr lrw�svrFA -x TrwC uc=-lwewreumrm_�_ -- �ruuaau LL L--3m¢a_.ee .� W w LL I gg J 1� - It _ 'y 4 _ . resumce.Rwuoa.rux+.v.w*wa+rE,aemILD .- FQ- $ cn i� wp ''i0_ N (7 • omaR AstA,D,N.mum / -- + 5 LL Q O � a � e j _� u N_ w p L F'- � 4 pE� tp� p- a p AY.eP.eEeRAwwaM,A,AA�r,NeTA1ALA� _ � 6I...ERVICE m ggg� gj$,e� W g�$ s�� .. Z w U F"� [ z w Q 0 U I w l�m4P/A lCNE6IE0uREeIAIMNa Ie!,ln Boue.laE alnwDe wM NE,FA m,[ t O o z > p �$ 2¢ O " o z "mF,6 -- ------- - TOP VIEW I w METER BOX WITH LID > RES Sg 1jC Q 3 w O) u .. RBEFM SREINFORCEOPOLYNM"R) — rw wm, muoe U p3F W ejY BIIP� W CONCRETE. OPEN BOTTOM METER BOk uF,ee — "fi'�Bmi Au swslFO ir wa w w a w TOP VIEW PDd i rF.mN®wYaL Cqq z z / ' $33 SECTION VIEW NPP l SEE DRAWING Wd3 WATER SENVICE NOTE- rvAw„FA was ELEVATIONN � ® !-'�g� �v� � k� -_ �� F SED DRAWING W4B, WATER SERWGE NOTES C•_! % DMYNtl / \ �' l,% CPAwrW GMwr1D vu,vwa mAw4/J INDIAN RIVER COUNTY I .I AD. INDIAN RIVER COUNTY I METER BOX TYPICAL NO INDIAN RIVER COUNTY I METER BOX a W4 W-4 DEPARTMENT OF WATER SERVICE NOTES W4 DEPARTMENT OF OPEN BOTTOM W 5 DEPARTMENT OF INSTALLATIONS W-6 2 A UTILITY SERVICES B UTILITY SERVICES UTILITY SERVICES a A CORPOPPITON fiTOPSHALL BE IN6TALlID WDHA IENGTH Of 1•B UPPER NBINGE%IENDMGASOVE THE FWISIED GRADE 'i—"—'-�1 THE IU®ING 6NALL BE IN6Fa1ED WffNAIBO•DOWNNRN BEND Fm w,m.N,.�lux�s,a IRT E ..{. t w d NOTES: W� I .va.s ws ewumraa,m � I E,3 .RSP..N„B,Y�1 I ' ma>w.Aw. �� �RFmGADe J. I �RBPF�L Z'' h I o o FAR EeLD.o I _�, ti a PEFDNmrK�B�G ..N. LAB "IW IL y w ro �R�aB��aN� wD�a.meaF C k-4 n - , IRnx63UFFn Fartew.Fa.Tw6TxeltwvPSroMw,PNwEaW1N:0eRctiT®vAlx E — „ . `+rs / . I. F owe,smelRlwwo.DwlsT�DNro.urw.TwN..�o-.I�wlol.al.�, I.,�r 012 I - �uroa ow,.Iw�r.�TLnPI-..ccnal,lo u.nmFra�A..�ln,m o --------�"-m=-�------J I E HabP.rr�„I",",I.A,IWIAm —� I I _ O ,r oxmcRAminw, �a.ocPDs..oR.,MI+PeIRISIIG,.a,N.,,BEI®N®zaN I I e a� a E «MT D BwE]. SENV DE f mNem c R.wwmR a" I zO O _ mac----------- =D NwY„ml�, g D.z w EwP ABM.Pa��NPAHL U � i � �N,� �.�,« ,I�Pe.IrALreNWaBDMFImMD ww a mY FF ff D, CU.—PO.--.N. STOMERRESPoN61&E FOR RRNO w I�wTFq 4 "f O� DOS,Io1PtEv1.vM.11Ennmaae+a,ra+�slueem+aFgrvea� Q �I awr1 MNE +— aYu-{ ON CUSTOMf9i 610E OFMETER /r✓' A,A,A� �� z , Ra. ELEVATION - o sDa. "mFaw R s P�AAsro�u�a wN DI oELEVATION o....., ~+ , ;>. m >eMNsalAraNabe co I m raealzarr rc C SINGL bERY1EE NOEOENSbIS':IRTUOElIN10SNTA. LLATENI+ORARY nOSEeBB TO suPPLY NETEI�➢WATER FOR NOPO6SbIBBLE 6YC31lEiWRLENGm PoPVIMC 0RUTED usINCEUW 0.0TIEBINAMLLCEUSED.ASAPPABY WDUfi.€Y 'e1111� r ! m '.C; } g TOP VIEW > 2 PRIOR TO FYJAL iRLOIB INSPPoTION,1nECONTPACFOR3WLLLREMOVEl1E TEMPORARY 2 NO9NNRE POPR931WlL BE CONSFRUCTED ON FWE XYDRAM3. NOSEBISBANDW EWAERLONNECTONTOTNEBURDNGPEgWRNEMIRLDU6 3, CERTFGiONOFPPES6URETEbT,TNOCON6EWTVEOAYfiOFSUCCES6FL g +,$ Yj + fY SEEDMWINGW4B.WATERSERYIGENOTES.NOMI2 CON-IRUCTNfN 3lANDM0.4. BACIERB]LOOICAL TESTs,ANOClEPRANCE PROM t1ff FLONIOA OEPARTMBITOF #-ID€.�M ]. EONMACTOR SHALLNOTDI6TILIBFRTWf4ATNETERBOY ENVIRONNENTLPROTEOTION IS REOUIRD BEFORETHE 6WRETAP GN SEABANOONED. y A. CON—OR REMDVE BIBB RISER AN. CONNECT PERMANENT 9ERNCE AT 6. WHEN eAMPLING L4 LON0.ETE TUBING 3nALL�REMOV®MIDCORPORATION-lOP '$u +— LOEl,TWINDICATE.. PLUGGED. / h U INDIAN RIVER COUNTY INDIAN RIVER COUNTY vM� INDIAN RIVER COUNTY TEMPORARY SAMPLING INDIAN RIVER COUNTY TEMPORARY JUMPER JDEPARTMENT OF I METER BOX ACCESS _I W-6 DEPARTMENT OF ITEMPORARYHOSEBIBBI W-7 DEPARTMENT OF I POINT _I W-8 wl W_13 DEPARTMENT OF I _I W-13 LL UTILITY SERVICES A UTILITY SERVICES (FOR CONSTRUCTION) UTILITY SERVICES (BACTERIOLOGICAL) "' UTILITY SERVICES DETAIL NOTES A LVj zI � m I z m J Lu � �O Y�4 w QF o 2 II V)) 7 O mw.NO. 2a1980 DATE M 2912025 C-6.1 2 a T7 H w lL WIIBLE BERWCE SINGLEGERWCE rwawD - r. es Ie�eE ORn�inrGmuft�Role1 �tauhDxrFlu \`�, l/R�_�1 � _ _ y _ mrlrueL RDf�Pvmm� PLAN VIEW j TA�Pm3aw I AAaRRAww1wl II II rmssxsxulev.a I � rnrxxRFAo+N vaEs�lFn'uaE'wr av�iB � = XP J wI AwDDRa3x�.R.smn ELEVATION BEE ORAWWD 33A SEVER IATERALNOTES MINER AND CIENHOU15 NOT S1pWN FOR CIA- INDIAN RIVER COUNTY STANDARD LATERAL DEPARTMENT S-1 UTILITY SERVICES (SHALLOW SEWER ) _ NOTamIS'wlm s,m11s1.,a NN.aAsro.LAMIwI�N�veo�°umr.,ale TBAR,.B6FMG�m nI1mMM e¢RA9Ee MReYMREGumEDBETVEB1rAt PINCIATNWUEnVw IAm uLwlxoMln�GrID MNAFACNA6AN pPmltt usr�5x �F INDIAN RIVER COUNTY xo DEPARTMENT OF MANHOLE NOTES S-5 UTILITY SERVICES c5LcoopD����xx��Femmrr aY�,mH�s,A� �, vnfHFTA.Laamfx�;N.waswR3e IfO�1 R6DC FIT�v�A TsmE DFRI7= NOTES: 1. SEE OMW WG 6-8. MM'MOLE NOTES. NDTEB r 2, 4, 5, T, f0, ANO 18. 2 ALL MATERIILLBARE TO BE PER IRCW6APPROVEOMPNLR'ACIUREP PROdICTLl6i. IND" RIVER COUNTY I PIPE OPENING IN _I DEPARTMENT OF S-11 UTILITY SERVICES MANHOLE DETAIL D 8 W Ib FAgAeWrmAuw. >i� fD NOTES: Of vwalswGEmmmululwLlw�.RwnwFlmlRwua,.s REwaan eoR mRucE n a e � "AesPDINwR"a �wITN eT1�wRAERVNA �1�,REFIFIDAF ,�,EN n• Ra NM mPlHrw, I --aAPamw6NSam1 u16PLCIEWGIRTB FNp N f w 4ACRDS.FWTIm 3 '�/ I $" o mMNrG nF %A D a o ° cwi /j I LU UZ� 1 mAS FraNan / 1 1 I �yy � J� W h y C )I W pg >�yy BNL ' `\ amseATm �, 3 Z M J suele®J b�' .. ro,'evw,smn �� 9I N o0� _ Cu6 z sANO EAuvnoN 1oeEloulmMrm � � � j g� ELEVATION �' I 8EE ORAWIN6 SGA, SEVIFA IATQtAL fgTE9 1 - O INDIAN RIVER COUNTY MODIFIED RISER °D' 5 ro. INDIAN RIVER COUNTY DEN RIVER COUNTY S_Z 4 ^0_3 DEPARTMENT OF SEWER LATERAL NOTES 8_3 UTILITY SERVICES ILATERAL(DEEPSEWER)I S-2 vI m-3 UTILITYSERVICESI _I A 6k A�RAR;mRE � �A — } 1 �BrR 1 MNNDLENW�,.��mEA DPwPDRAw.I6.6AARR,RY..� wu<a•• ; FPAA y11 I: I ecwlee9 wa .5 �^. i� � 9• ` _ rtFE DRAN.Gs1� ` ' ffi RwlwTn cmuL � :I 8 I FFvwwr.rNF RSTW aRaRffAv e. PLAN VIEW "'Ir' I— sips L F<'MVAOIEFAulAND NNsn®rPAm T ELEVATION SECTION MA A L ' A -` � _ Amw A �mAFRNi12� urwLNrvP°1f �W PLAN VIEW MRNHOIEFRAMEANDCOVEA NOTBNDWNPORf1AWTY TGBEUSED WNENCtrt C1A661FICATONI ORLE66 NOTES: SEE DRAWING G4,STANDARDAUNHOLECASTNG. 2. GEE ORAWINO SA MAN -NOTES ] SEE DRAWING SIt. %PEOPENINGIN MANHOLE DETNL S. SEAL SHALL BE USED ATALLJCRNl6. (SEE DRAWINGSS, NOTE 244 INDIAN RIVER COUNTY MANHOLESTANDARD DEPARTMEN T OF SHALLOW S-6 UTILITY SERVICES �� n�wsLae_�� w.mmawLe�Ofli` wu EFFLUEMPPEY ° _.t WFIUENT PmE ELEVATION PIPEJOWTOETAILATMAW VlE A I A y°.. i i arw RDR �IIELEVATION � w, 6ECIIONAA �y� Rml�.:,'.'. r TI ��' FFRIGATRFWBmTW PLAN VIEW ELEVATION I NANHOLEFRAMESCOVm SECTION A.A NOT SHOWN FOR CLARITY TO BE USED WXm CIIf CL0.951FlGTION M SV OR LESS TO @EV6ED pEACUT CIAS6IPICATIQV I6 WER 6Q.DEEP NOTES 2 SEEOAAWING M. NFNNOX NOTES. d BEEDRAWINO 311. PIPE OPENING IN MANHOLE OETA A. SEE DRAW NG G12. M tOIE INFLUEM AND EMI- MING OETNL 5. MANHOLE WSIDE OVNhIFR(ID) VARIES OEPENOWG ON DFPOI. 6. SEAL SHALL BE USED AT All JDm.(SEE ORNN1NG 65,NOTE pI. INDIAN RIVER COUNTY I MANHOLE SLAB -TOP _I �"- DEPARTMENT OF DETAILS S-7 UTILITY SERVICES zaesD�,DVD, Pee � "! µ�iAAore11 /g� NOTES. 1 smmwI_'GTANDARDMANHOLEC NG 3. BE DRAWINGSII.PIPEOPENINGINMAWIOLEDETNL. SEE DR -NO G1; MIWNDIE INRLENT AND EFFLUENT%PING DETNL 6 NANHOLEWGIDE.I I ER(m)VARIE60EPENOINGONDEPTH. B. GROUTSEAL SNNL BEDSEDAT ALL JOINFi ISEEOMWWGSS,NOfE20A INDIAN RIVER COUNTY I MANHOLESTANDARD �I DN,e1 DEPARTMENT OF S_g UTILITY SERVICES DEEP NOTES: e lu`a cB 111EP11rRJI�pw.�a9xY,wSRasC.IIONI6NIGE5 1 AunCNUCOMYa6EADRmKMEE P'M1NMeaAVRmV�GF�MtAYFn w1ElWLATARAi1HAY [YAW1Y .rnNmwaE Nwl�DswRAArsLUPA- - I r � �DD nth MANHOLE COVER -SECTION DD `gym; � PLAN VIEW MANHOLE FRAME - SECTION NOTES1. B0OTMWGUANDSHALLBEPRONDEDFORAUFRAL16CPlEiLSAND 6BAPPR.V . w IRCDUs. 2 TFAWSSBILLL BE PER IRCOLLR APPROVEOMNIUFADIURERS'PRODIICT UST. INDIANRNERCOUNTY I STANDARDMANHOLE_I DEPARTMENT OF UTILITY SERVICES CASTING S-4 I i' �mA aN \•F PeETaMwnec«Ars,.AA: ISF6 s"11 R'�rs � � Es �-rW --— �- LT,RL,aE,Ea1N.I. - �e1°9°N1�BO1mi OeeR ° ELEVATION 6EC110N MA r ow — rvwGmlw Q A f 4 A N PLAN VIEW 70sEUSFA-WHEREogoPIs a— - NOTES: SEE DFPWWG55,-HOLEN.- 2. BEE_ 41.PIPEOPERINGINIMNIHOLEDETAIL 3 SEEDRAWWG SI2,ANNNOLE WFWENTANO EFFLUENTPSANG O£fNL INDIAN RIVER COUNTY w. DEPARTMENT OF MANHOLE INSIDE DROP S-10 UTILITY SERVICES �—TAF,uI wOTx-- �TRNFAYNaIT T ij A I L_ _ NvcsML Ar MARantf wAmARm -... _. 1 1 - �G,R�1b,l— DRa1aN,A1� -w1A°���H COMPMIION DENSITY REPORT, 61GNEDANO 9EALID BYA I UCENSPD PE. REQUIRED EµEVAATION SEE 0. OEPNL NOTES coMPAcn_Dm _ NOTES: NOTES: REPORT,fiIGNEDAND III-EDWAFLORIOA LICENSED PE, REQUIRED 1. MECHANICALLOAWALTI dI NOTALLOWED BELOW IXI3 LEVEL OTIRA TIINN HAfU w TORYMEANS. 2 NEW8URFACENATEAUd36HALLBECON3ISTENTINDEPTNWDIIE%IeTWOMATERUUB I. PIPEJOINTDETAILISTYPICALFORA PIPEMIM OLECGNNECTNIN3. 2 ALL MATERWLSARETOBEPERIRC0115 APPROVEOMMIUFACTURERSPROWCTLIST. ELEVATION - - ANO SINLL INVE LAPGEDJOINR,l11?MIINMUM TNKNNE86)PAVEAENF MAIEfNAL mEESPELIFIEQ. ]. Y4•ROCKSHALL BE USED AB BEDDING FOR2G UPBTREAH ANO2D OOWN611ffA11 OF MANHOLE SEE CMVANO IWIA TRTI QETNL NOTE3 A MFNMUNTRENCNN1DIN W-%PE 0.0 PLVS Z-0•. 08E0 a. SEE DiGWING 53, MANHOLE NOTE6,NOTE 16. A. WTERTABLEFLOWABY COO B pmucO WITHPNGRAER GIR NEE. MATERLLL STRENGTH BY CgINTY PUBUC WORKS ENGINEER OR DESIGNEE INDIAN RIVER couNTv MANHOLE IN ENT INDIAN RIVER CENTOUNTY TRENCH DETAIL �"° INDIAN RIVER COUNTY DAD INDIAN RIVER COUNTY TRENCH DETAIL (PAVED UTILITY EFFLUENT PIPING DETAIL 5-12 I I SERVICES (UNPAVED EASEMENT) M-1 I TRENCH DETAIL NOTES MA-1 I SERVICES AREAS & SHOULDERS) ENT OF M-2 I I SERVICES UTILITY _I UTILITY SERVIDEPARTMECES _I UTILITY a a F- W W 2 W W G) Z Z N o Q Q W J La g U O sr_Z Z F W �N G� Q 2m 3i! 10 PROJ. NO. 241980 DATE N2812025 SHEET NO. C-6r2 RESTRNNED LENGM IN FFETEACH SIDE OF BEND DAP, gI alm $m Lw aj ar � 6 2 a am � za ILL IrvLNE VALVES 8HNI BE TRFATEDAB OEAO ENO '� IxP INDIAN RIVER COUNTY RESTRAINED PIPE 2 DEPARTMENT OF LENGTHS & SCHEDULE M-3 UTILITY SERVICES NOTES m — A"'coxalRunFnxAumr.AFwYmiin emI I 1; ,�.. wre'm�,c,®xuvsm.xv�n�'axu ��.vrLosroeEEYo.MmxMu.,vm.�mlFl VALVE SOX PADS LITHE PAVEMENT 00 NOT HAVE WME PORTBO%ES CR BRABB INDICp— PLAN VIEW SEEOPwWING"VKV BOXOETNL NOTES: 1. VALVEWWDSSHAIIBEPAINIEO: WAIFR-BWE NREHYORAMS.RED FORCE —GREEN REUSE MNNS- PURPLE BRWE-BROWN 2. WUNPAVED ARBA3(SEEDMWING Md TYPE 11) A BRASS VALVE INWCATOR IS TO BE PROVIDED. WDN ENGRAVED DIAGRAM OF —a LO— AND OESLRIPTWN (SEE EXAW WX OVE) W TED OR SHALL T FLUSH WRH VALVE PAD. 3. VALVE BOX UDLOGTEDW NLUM M G BEACASTIRONBEMAPUTCOVQI, MIHIMIIM N LBS. YAIH AMINIMUM 6 LONGTHRWT ANO SHALL BE MARKT]J WRH RAISF� LETTERS'. WATER•, SEWS STAN•, OR REUSE WATER• AB AIFLILABLE K. VN.VEBO%SHILLCOMPSEUSE FDOT BTNADAR04 AG APPLICIDIE S IN YPELI—GSARETOBE USm. e. WTYPELPAVEDMEAS.MEVN.VEBO WRH SOFOPTDJ:YSMALLBEEVfDI THE ROCK GRADE TO P110W BOM LAYENB OF ASPHALT M TO COY2RME YNYE BOX PAD WITH ME flNN.AS D BO IFLUSH WRIT THE TOPOF THE VALYE BO%. IGEE DRpW W G M-0, VALVE ANO BO%DETAIDETML ), INDIAN RIVER COUNTY ND. DEPARTMENT OF VALVE BOX PAD M-7 UTILITY SERVICES NOTES: i. NEW OR RELOCATED, IMOEROROUNDWATER MAINS CROSSING Nil' TING OR PROPOSED GRAWTY, VACUUM TYPESANRARY SEoVL STORM SEWER OR PRESSURE TYPESANI SBVEA. INS ATFA, STOfiMWATER FORCEMMN, OR PIPELINE CONVEITNG RECW MED WATER SHALLBE LAD SO ME WATER MAIN IS ATLEAST W. AND PNEFEMBLY-,ABOVE ORA MINIMUM OF 12' BELOW THEOTHER PIPELINE. IT IS PREFERABLE TO UYTEE WATER MMN ABOVE THE OTHER PIPS.INE IF -MINIMUM COVER LAN BEMAINTNNEDABOVETHE WATER MMNANOS•OFSEPNTAIIONBE-TEN THE WATER MM..DTHE OTHER PPELINE 2 AT UTIIM CROSSINGS, ONE FALL LEN— OF WRIER MAW PIPE S—BE CENTERED pBOVE0R8ELOW THE OMENPEUNE.ELT THE WATER MAW JOINT6 WBL BE FARAS POSSIBLEFROM T�OTHER PIPELINE.ALTERNATVEN ATSNCH CAOBSINIS,IHE PPES SWILL BEARMNGEDSO THATALL WATERMAIN JOIM6 PRE AT LFAST S' FROM ALLJIN TYPESNJRN%Y SEWERS,STORMSEWERS,STORMWATER FORCE EWMAWS WOR PI PIPELINES CONVEYING RECWNED WATFA.AND AT IEAST6 FROM ALL JW NTS W GRAVRY OR PRE EE XTNiYSEWER4, WlE DE MAINORPI1NE8G GRECUMMMWATER 3OMMOOFR-STFINNTMEUSEnA9NrPOOBYRINUE10F L$LE- THE APEA6 SHOW SOVE. %. TRACE WIRE 9XA11 BEINSTAIlI-DABO-THEPIPE(SEEOMWWGM-TC,TMCEWIRE DETAIALLWLB), 5. ATIONmS 071,1 WGS1INLBELPIPEKAMI EDINHOIEIROFTIi FROM WNTCU,LLTOMEDEPTHCFTHERUPTURES(LEDMMETEROFTHE PIPE FNOIA 1, PERMANE.M.) E AMiM UMA RulEE3(I.E.WALLS.TREES. TLWSFCRMER PADS, ETC.) AND AMIMMEM IgRQOMN. BEIiNMTION EWAL TO, FRDM ANY uIAERGROUNDUTIL1Tx50.E GAS MNN3, IEIEPHONElME3, CNELE LW ES, UW IGATCH MAWS. ETC7 S. WCW81—REpARE NP RFIEASE VALVES ON EACN SIGE OFAUTLT'CROSSING. INDIAN RIVER COUNTY I UTILITY CROSSINGS ml DEPARTMENT OF M_ 4 UTILITY SERVICES EuaDFIMNRJLxr IxAlmaRwL ELEVATION -SERVICE DETAIL ( I _ P_LA_N VIEW SHOWINGTMC-c UOB - ARONpFITTINCS RmPEA c 1 � r ELEVATION - VALVE BOX DETAIL NOTES: 1. 1RACE WIRE 6 REWIRED ONALLPIPEB PEGAPDIE64 GF AUTERUL NCLUGE NICOSTOF MATERLLL A2ID LABORTO u8TN1 TRAIT WBEE W PRICE OF PUrE 1 CIXIRMCTCRIS RESPONS®LEFOH CCNRNUffYlISEOUGHCUT ENTRE PROJECTCF ALL ALL ALL — IRE 0. ACCNNBCTpN46HALL BE MACE WRIT CIRECT BURY CONNEGTOfl4, ALL IMTERMLSARETO BE PER IE BLUE FR WATE.GREE FORSEIEROOIICTUPI. S. C0.01TOFTRACE WIPE 6HAIJ.BE BWEFOR WATER. GREEN FOR 6EVA:R AND POf3PLE FORRECWAIED WATER INDIAN RIVER COUNTY No, DEPARTMENT OF TRACE WIRE DETAILS M-14 UTILITY SERVICES m �\ I r-,� I WTFrt�Ff9R vavE I — al.euru$INSFi PLAN VIEW .a _ f i _ t /; ME ELEVATION NOTES: i. NEWWVN8HALLBERESRINNED PER IflCWBENWNEERWG. TNRUBTBLOCK ON FASTING MAIN AT TAPPING SLEEVE LOCATION MAY BE REWIRm. 2. NL MAlFRM13 SHALL BE PER IRCWBAPPROVED NM1UFpGiVREHb'PROOUtt LIeT. No INDIAN RIVER COUNTY I VALVE TAPPING SLEEVE & I XO DEPARTMENT Of ASSEMBLY M-5 UTILITY SERVICES NYaeD%P.n lDA(PWLVEaD% �. WEE DpawuT� b�rr.t y r I F TlaxaeLLE.aeg — , naul.,pO�E�'eNowara<w MR �YNYEaD%H, �D.DRA I .rN 1P,a'F VRVE - - YNvaeatsv.Bae-n C: TYPES PAVEOAAEA RMMRID4Raa, r—� �A T al6mvmsu.vE I-sunY.cNiAWer.w2 PI vortAFF ��rc�aEr� ,, Wn TYPE II ELEVATION ErmAVEOAREA NOTES: arJllevuvE � aEFDTAYMO MARTY%DADMrs�rroNa �NWs �NurIPANTnMa:, AFC W�MWN.wxM �Lx,<a�.I 1.01— RaNmN%RNDP� AKA INDIAN RIVER COUNTY I INDIAN RNER COUNTY I VALVE &BOX DETAIL I �PMD DEPARTMENT OF VALVE & BOX DETAIL m M-6 DEPARTMENT OF M-6 UTILITY SERVICES UTILITY SERVICES NOTES A ho So,.- BgLL 2- Vi G1 5Ne �n> U aV . ` U OCD Q 8 C 0 m Q a /< W 0 w C m $NN .i•� yam•, M d LOJIj016 O- o =6 WW. F C � C 3 •> C a _NU 1 C O J N� tom flu � James { *' No. 74145 �� •`•. BTAIE DP .�: �• • o- ��`.JSc4jONAl 2 i U C 8 Z _ Z w J > U) ° oa a Se Zz w a� o Q �¢ H J = Uw mI•= �U LnFn �� o PM. NO. 2L198E DATE 112wO25 SHEET NO. C-6.3 LL - - - - - - - - - - - - PROPOSED GRADE 21. C " � i EX. 8" 0 GATE VALVE 20.00 STA. 0+29.94, O.S. 14.81'L REQ'D 8"0 PVC WATER MAIN C's 19.00 (FORE GROUND) 18.00 ----------------- 17.00 EXIST 6"0 WATER MAIN REQ'D 8'0 PVC WATER MAIN jz- (D < (FORE GROUND L 154 LF, S = 0.42% 00 E < 8 IL 15.00 w) U) 2. 14. 00 SS-9 STA. 2+05.04, O.S. 0.0' 8"0 SEWER PVC PIPE SS-8 STA 3+14-03, O.S. 0.0' STA. 4+67.97, O.S. F IRE HYDRANT ASSY. #3 TOP EL= 21.42' STA. 5+34,84, O.S. 14.68'L (u R§ L) U) di TOP EL=21.81' INV.OUT(E)=16.98- L 110 LF, S 0.42% TOP EL= 22.16' INV. OUT (W) 17.17' slo co 00 13.00 INV. IN (W) 16.52' INV. IN (E) 16.62' cc -c c� I .1 12,00 NV. OUT (N) 16.4Z 0- 00 11.00 F c 10.00 0 CL co-J! $.00 7,00 a -2+( 0+00.00 11.00 2+01 .00 3+d.00 1+ 1.00 S+C .00 SUNBURST CIRCLE - PROFILE 0+00.00 TO 5+50.00 SCALE 1:20 Na. 74145 MMOF 21.(Yi -TL ----------- -- 20,00-1 PROPOSED GRADE PROPOSED GRADE REQ'D 8"0 PVC WATER MAIN REQ'D 8"0 PVC WATER MAIN REQ'D 6"0 PVC WATER MAIN (FORE GROUND) 2 13.00 (FORE GROUND) 5 (FOREGROUND) 18.00 1 - - - - - - - - - - - - 17.00 1- F7 (D 6.00 <- - f C) 15.00 8"0 SEWER PVC PIPE SS-6 L 231 LF, S 0.42% 0 14.00 S - 5 8"0 SEWER PVC PIPE STA. 6+58-68. O.S. 0.0" STA. 9,37.67, O.S. Off L 400 LF, S 0. TOP EL = 2130' 42% w 13.00 INV. OUT (W) 17.40' TOP EL = 21.59' INV. IN (S) = 16.43' INV. OUT (N) = 16.33 Lu 12.00 vl 11.00 10.00 8.00 7.00 6.00 5.00 -2+ 6+0,00 7+n,00 B+r-.Oo 9+01.00 10+ 0.00 11+ 0.00 SUNBURST CIRCLE - PROFILE 5+50.00TO 11+00.00 >LLIOSCALE 1:20 R 0 LL LL YZzZ 0 , 13- < Lu U) m o0 ml, No. W292M sNEEf NO. C-7.1 LL a f= 2 2.0 0 - - - - - - - - - - 21 00 20.00 FIRE HYDRANT ASSY. #1 6" 0 GATE ✓ALVE 19.00 - STA. 11+58.24, O.S. 14.27' L 1 >� STA.1+29.94, O.S. 14.811 18.00 17,00 -- -- _--- 71 (T) 16.00 G C) 15.00 L+ p 14.00 J 8'0 SEWER PVC PIPE 13.00 L = 400 LF, S = 0.42% 12.00 11.00 10.00 9.00 8.00 7.00 6.00 5.00 -2+(- DM 12+ O$ NW 0 m m O W O - ----- T_ -- - -- ------- - - - - - - - _ Vnurubt.r um-'ut 8 U REQ'D 8'0 PVC WATER MAIN • u '>= U (FORE GROUND) O N Q 6 - A<l W g Hof i a co \ V l > SS-1 " - - ` o w 3t�+trS PVC PIPE { c m STA. 12+89.21, O.S. 0.0' L 400 LF,:S 0.42%uj TOP EL = 21.63' INV. IN (S) = 14.65' __ oIo a INV. OUT (N)=14.55' �- -- I -SS-3 mla a i A. 16TOP E, O.S..W "_ oof� m n TOP EL-21.98' R� INV. IN (S) = 12.8T dames ;ns - INV. OUT (NW) = 12.T7'-=- ..-_- °mod 13+ 0.00 14+ 0.00 SUNBURST CIRCLE - PROFILE 11+00.00 TO 17+00.00 SCALE 1:20 2200 .L - i - - - - .- - - - - - 21.00 PROPOSED GRADE 20.00 ' 19.00 18.00 FT� 16.00 (] 15.00 r-+ p 14.00 -� 13.00 12.00 \ 11.00 \ \ SS-2 STA. 17+88.72, O.S. 0.0' TOP EL = 21.53' t0,o4 INV. IN (SE)= 12.38' INV. OUT (W) = 12.28 •t 9,00 ,_ 8'0 SEWER PVC PIPE 8-00 L =110 LF, S = 0.42% 7.00 5.00 5.00 - -2+1 18+.n.00 REQ'D 8'0 PVC WATER MAIN (FORE GROUND) i 19+ -0-00 FIRE HYDRANT ASSY. #4 STA.19+76.83, O.S.14.59'L d 8"0 SEWER PVC PIPE L=244LF,S=0.42% -. SS-1 STA. 9+37.67, O.S. 0.0' TOP EL = 22.15' INV. IN (E) = 11.25' INV. IN (S) = 11.25' INV. OUT (W) = 11.15' 20+ 0.00 15+ 10.00 1,.,,, -,,,r.,, N. 74145 Y_ 16+14 :'0 1; suvEOF %�a, y O V EX. 8" 0 GATE VALVE � - STA. 22+85.44, O.S. 14.89'L i ` EXIST 6"0 WATER MAIN f - W w <n - REO'D 8"0 PVC WATER MAI, w (FORE GROUND) - m 21+ D.00 SUNBURST CIRCLE - PROFILE 17+00.00 TO 23+45.56 SCALE 1:20 I s -- - z 8'0 SEWER PVC PIPE L = 300 LF, S = 0.42% EX. IRC SAN MANHOLE Z w STA. 23+32.05, O.S. 0.0' - - TOP EL = 20.81' ' J w in y EX. INV. IN (N) = 13.81' > w - EX. INV. IN (E) = 10.61' _ (/� R 0 -2 PROP. INV. IN (E) = 9.89' Y Z Z O INV. OUT (S) = 9.31' ¢ a_ a W H 22+ 0.00 23+.. 0.00 U U = N FgOJ.ND. 24m1980 wre 1729/2015 SHEEPNO. C /7 .2 23.00 22.00 21.00 -- 20.00 19.00 18.00 17.00 f-1l 16.00 rD Q 15.00 r-r (D 14.00 13.00 12.00 11.00 10.00 900 8.eo 7,00 6.00 5,00 I I I STA. 11+96.67, O.S. 0.0' TOP EL = 22.16' 8'0 SEWER PVC PIPE 1' 0 GATE VALVE - INV. IN (E) = 16.52' L = 389 LF, S = 0.42% ;TA.0+00.00, O.S. 0.001 INV. IN (W) = 16.52' NV. OUT (N) = 16.42' O+G1 00 23.00 22.00 21.00 20.00 _ REQ'D 8"0 PVC WATER MAIN (FORE GROUND) 18.00 17.00 16.00 C Q 15.00 (} 14.00 13.00 12.00 11.00 10.00 9.00 8.00 - 7.00 6.00 5.00 1 6+01.00 l+u^ .00 1+0' .00 J NW Oyu p1 m ------ --- - - - - - - - - - - - -- - - - 8i FIRE HYDRANT ASSY. #2 U STA. 7+46.68, O.S. 16.71' L ..2 PROPOSED GRADE - = - REQ'D 8"0 PVC WATER MAIN O 0) ` E (FORE GROUND) �� t^ C Q g 1 Vi -01 Q 8 W U mm 01)cO�R�t m d"2 ice.. 5JUo 0 - ati C m �= C 3 > m I SS-10 �U E-L j STA. 8-10.46, O.S. 0.0' o TOP EL = 21.89 8"0 SEWER PVC PIPE c g INV. IN (S) - 14.81' L = 394 LF, S = 0.42 % m INV. OUT (N) = 14.71' J 8 o o`a .au sir: - Jamer tlb;e:�- ,,,- .�```y.Fs w. *' No. 74145 �. V•'•.. STAIE OF 2+ .00 . =0� 00 4+01 .00 `+C .00 �"-•''•0�•'_S� ��� APPLEBURG STREET - PROFILE 0+00.00 TO 6+00.00 SCALE 1:20 N Z 8" 0 GATE VALVE STA.12+12.09, O.S. 16.711 o - - - - - - - - - - - - - - I - - 1 a PROPOSED GRADE I M _ REQ'D 8"0 PVC WATER MAIN _ (FORE GROUND) _ / .,t :�.- . ..vim/>r=-+femur.-. ;�-�-+t-..� ::vf:.-:-urn.. ,T--T-a.--i.:J. r, f..-�i. -r...- f.l l�,.i:/ .,[.. %fir i/rf -.. ,. .-.'.•'^i`. r�!%-.fi,=����..,. W W 1n W N TOP EL = 21.94V. -,- INV. IN (S) = 13.03' z INV. OUT (N) = 12.93' _ SS-1 Z 6 STA. 0+15.04, O.S. 0.0' Q m TOP EL = 22.15' Z INV. IN(E)=11.25' INV. IN(S)=11.25' Q Q - INV.OUT(W)=11.15' -1 C1 LL Y 0 Z� W yay j Q w F > Q 2m � 10 .00 9+C .00 10+ 0.00 11+ 10 00 12+ _ (on tWi) € j o O -.. 'A. 24-1950 APPLEBURG STREET - PROFILE 6+00.00 TO 12+00.00 : + E 1/29/2025 SHEUNO. SCALE 1:.20 C-7 . 3 ---____ m �--_____ _____________________________ PROV,DE CONSTRUCTION -'. NPItrtAA PAVEMENT ENTRANCE oR P,vr � Fl-]4.45 2S fi'm LL �.. ._•��-� :. -��z --�-�s 6 SNaLE-y—'aWSLE SWALE 5WSLL SWALE SWALE 'WALE iWALE `WALE SWBlr yyy SWALE —`;WALE SWALE SWALE —SWALE SWALE SWALE SWALE SWALE _ °Wi.LE a u µ�A°t /E 1 -SN.:� -- +{• �• _ - W —s. SWAB -WALE SWA _ LL - - _ ---- SWALE - _ _ � :wl;r- LOT 30 LOT 1 AR - TREE PROTECTION (TYP.) 1 VACANT (AN Q S I SHEET CA �1 aOPll14 LOT PID I LOT I LOTVAcmrIA I oO PI� I LO P19 o0T8 L�OTm �OITS I LOT$ j x�P4 xOTF3 I LOTm I O'�PIL • ! I SEE SHEET G910N (TYP.j rw 7 Q F.F.F1.-2S.2'-111 I FFEL.-23.A' I F,FEL.-21V F.F.EL.=237' FFE�= 4 3.2' FEEL.-23:3' F.F EL-231' d.FEL.-23.6' �+/ C FEEL.-23.9' FF EL -239' F.F.EL-2 PROVIDE PERIMETER SILT FENCING(TYP.) \ W U r-API,�UFFER TRACT BB LOCATION MAY VARY - TREE PROTECTION (TYP.) / S ' B FFER J E2 -Q o_i n § 1 L1pKSBUFFER TRACT CC - - Q - LID DOGCPT 1 V J Va I '0 C Ea i L OU) �= 3� 1 PROPIXEDI 1 ICI 1 fPRDFpsED I Ip�I f PRDPpeEDI I I I I ►rtp� 1 Igl I 1PRGFpeED( ! I �� •j � a IT UNG auNR O D �yINR G 4 n R (6 I I 1 I I� { i" °` I : �I 1° ""' " 1 1 ICI I ' ICI ! 1 I 191 I 4 F I I I I ! 1 'i 1 I;I I `i' t ? I / tl� U FL 7C) _PRROTEPROIACTION RYP.) crl m I J n � I I V I 1 A I ER (TYP.) • f - ._ _ maLL I..•�_� TU iBIDITY BAfStI I lams -'31 1 � PROP- ED '-,• I _ >•tl. I tI I I — — — — — — — ,' ' — — — — — I I fpRamsED1 I I �I 1 tm�l I R I 1 MAENRY CENTER I I 1 I o'T'LI� I lyl ( *su" I 1• CONSERVATION AE e I I I (I •, I TURBIDITY BARRIER (TYP.) 1 P r A}CENgii' • .'•.; * TRACT D .• - ` �, - - - - J s —_ No. 74145 P .. Q \ gN l r M&Tl� A I_ WET TREE PROTECTION (IYP.) _ _ E PR SEE SHEET C•9 _ 'f NATIVE PRESERVEI I'17P. \ Ir r iiiiii / -�4qo 6iREaP TRA.�N - \ �I / /�,.�,,.a ' p iJ - - _ f - .eye '�,°taau�:' •. I OPENSPACE I _ •;.ai= - E� BEE SHEET FB 1 I I I I TRACT P $ IPRQPPS90i Igl 1 Igl 1 I ! I I I I I I IP �S I y 4{1NIT IT NO' - 144NNIT n RDWEWNG `J D�Fumm lyl 1 I INI i bi�f I I ------ ;.� I I I II f I I lof �" I I �E TREE PROTECTIONSESHET CL9 1 - PROVIDE INLET SEE SHEET GB 7 - - I SWM TRACTA\ \ I PROTECTION (TYP.1 _ _ _ _ - a _ I. A , TF� _ TREE SEESHE% C-9PROTECT1ON (TVP ; - - ----. .. - - - -� „ - ) SHEET CA ION fTYPJ bw� Igl I i s I I I I I "EGI I 1�1 1 I D I Igl 1 10�i I !$l I I'm EDi I' I" 'a , ` 4 I <I I ILjIIMT'OxlENliQO I I fl I atKiITOIYEI.L1{IO' I I xl I TI•ISEG I I �I I+ I I rl I %pNrrRval7tr I II Q CONS TRACT AA AA AR II r - •\° .-.�.. Ili j¢_ - PROVIDE PERIMETER SILT FENCING(TYP.) LOCATION MAY VARY w ` 1 • o w ,20 r=eD• LEGEND: F7PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK Q���j�, �]] w PROPOSED ROW DEDICATION ® PROPOSED CONCRETE DRIVEWAYS s'> j` PROPOSED RECREATIONAL TRAIL PROPOSED LIGHT POLE J LL ® PROPOSED SAN SEWER MANHOLE PROPOSED SILT FENCING / TURBIDITY CURTAIN TREE PROTECTION LYo_7 -.TIN. TREES TO REMAIN CONSTRUCTION NOTES: 1. ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF SEBASTIAN CODE OF ORDINANCES. 2. TRANSFORMER AND UTILITY CONDUIT PLACEMENT 6 ELEVATION TO BE COORDINATED WITH FLORIDA POWER A LIGHT (FPL) AND OWNER. 3, CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH, AND INVERTS OF ALL UTILITIES. NOTIFY E.O.R. OF ANY DISCREPANCIES. 4. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED SEFORECOMMENCEMENT_ 5. ALL PROPOSED AND EXISTING UTILITIES SHALL MAINTAIN MIN. COVER REQUIREMENTS OF INDIAN RIVER COUNTY (IRC) 6. SODALLDISTURSED AREAS. 7. THE PROPERTY OWNER. CONTRACTOR. AN DAUTHORIZEDREPRESENTATIVES SHALL PROVIDE PICKUP, REMOVAL, AND DISPOSAL OF LITTER WITHIN THE PROJECT LIMITS AND SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE AREA FROM THE EDGE OF PAVEMENT TO THE PROPERTY LINE WITHIN THE CITY'S RIGHT-OF-WAY' 8. ALL CONSERVATION AREAS MUST REMAIN UNDISTURBED DURING ALL CONSTRUCTION OPERATIONS CL W H L SEDIMENT BASINS AND TRAPS, PERIMETER DIKES. SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT NOTES: EXTIRA srRENaTH FILTER STEEL OR SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACRWTY AND SHALL BE MADE FUNCTIONAL BEFORE UP -SLOPE 1. SILTFENCESHALLBEPUCED FABRIC NEEDEOWITHOUTWIRE WOOD POST DISTURBANCE TAKES PLACE. ON SLOPE CONTOME TO MAXINIZF PONOING MESH SUPPORT 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE EFFICIENCY. ATTACH FILTER FABRIC - CONSTRUCTED PRIOR TOANY GRADING ORDISTURBANCEOFEXISTING SURFACE MATERIAL ON BALANCE OF SITE PERIMETER 2. INSPEm MDREPAIR FENCE SECURELYTO UPSTREAM SIDE SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. ARTIER EACH STORM EVENT OF POST - AND REMOVESEDIMEMWHEN 3 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL NECESSARY. B'MAXIMUM REC MENDED STORAGE GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO REIGHT. DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT ;, REMOVED SEDIMENT SHALL BE '�•_� STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. p6PpbpTp tO AN AM1EATHAT -- ID MPXIMUM SPACING WITH WIRE WILL NOT CONTRIBUTE SUPPORI'MNCE,4MAXIMUM 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED. COVERED OR CONTAINED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF SEOIMENTOFF-SREANDCAN BE PERMANENRY STABILIZED. SPACING WITHOUT WIRE SUPPORT FENCE ALL SOIL STOCKPILER ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. - STEEL OR WOAD POST- w 5. APERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 36-HIGH MAX. ~ �ow PONDI NGHEIGHI 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INi EGRITY. ANY DAMAGED p HEIGHT o z DEVICES SHALL BE CORRECTED IMMEDIATELY. �PpNOW FLOW FLOW 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. a-I(E TRENCH WITH S•MW. DRAW ROCK COMPACTEDBACKFILL B. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS TRENCH DETAIL INSTALLATION WITHOUT TRENCHING 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 BETAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. IL 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 ATTHE END OF EACH WORKING DAY. It WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PRONSIONS 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 TYPE I. Dm FOR WATERS WITH Lax SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL P RAETITS LINO MORE THANONE FOOT AREA STREET WASHING SHALL BEALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER THIS PROVISION SHALL APPLY ER SECONDIMDLIGM WINDS: tAKE3, PONDS, SMALL STREAMS, MARSHES. TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO URGER LAND DISTURBING ACTIVITIES REXIBIE TOP FLOTATION SECTION VAIN ENCAINRAATED E➢S FGAM -MN 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE LOGS(SX49AT 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 AT ALL TIMES DURING CONSTRUCTION. TYPE 2. DOT FOR HIGHER CURRENT 14. EROSION CONTROL DESIGN AND CONSTRUCTIONSHALL FOLLOW THE REQUIREMENTSIN INDEX NUMBERS 101. 122 AND 103 OF WATERS IUP TO FIVE FEET PER SECONM FD O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AND COUNTY PERMITS. DEEPER LAKES. STREAM,. IMERC0A3DLL ANDTIDALAREAb WCWDESM ENCAPSULATED SIER LOAD CABLE 16. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES. RAINFALL RUNOFF OR DEWATERING ACTIVITIES A CITYALO.- OF BARRIER ARO B•XB•XA' OFSEBASTIIN DEWATERINGPERMITWILLBE REQUIRED. FLOTATON LOGS. WEAR STRESS PO-S ARE REINFORCED WTx SHE.➢S 16, CONTRACTOR MUST INCORPORATE ALL BMPS NECESSARY TO MEET OR EXCEED STATE WATER QUALITY AND SWPPP REQUIREMENTS. 17. THE POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMPS MAY BE NECESSARY AT CONTRACTORS EXPENSE 18. NOI TO SE POSTED ON SITE. 19. DEWATERING ACTIVITIES: TYM3.Om ISSIMIARTOTYPEZI)OT A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. EXCEPT THAT POLYPROPYLENE FILTER B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE FABRC IS PERMARENLIY INSERTEDINTO PERM R KNOWN AS A •NOTICED GENERAL PERMIT FOR SHORT TERM THE BARRIER SIRTTO MEET SOME CONSTRUCTION DE -WATERING' AND CITY OF SEBASTIAN DEWATERING PERMIT. STATES SPECIFICATIONS. C - NO HYDRAULIC PUMPS MAY SE USED FOR DEWATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. Q - NO TURBID DISCHARGE. TURBIDITYOREADINGS PROJECT ARE REQUIRED ONCE A WEEK AND MUST A REPORTED T HE PROJECTENGINEERDONCEA TYPE IV SILT FENCE-N.T.S. ROPE / FOLDS FOR CO-C, STORAGE FLOTATION ALL SEAMS NEAT SEALED \ -ECONOMY FABRICSAVAILABLE � eDz. s4B Lema sTMDN+D €�� -X• cHAIx REINF REINFORCED NHYL -" TYPE - TOPLOAD UNE3(iWML COATI WATER SEAL -___ PRESSURE FROM BOATS/ _ PRESSURE FROM -FLOTATION PVCSLOTCONNECTOR i%/�^FFO� A F $ LyAi J - SEVIMPYD6' SAN STRESS PIATE p E Yy CHMN BALLAST 7 AND LOAD LINE V IZE�WZ< Iw STANDARDLENGTN SAFETY TYPE II 18 (OR3210Z VINYL COATED N STRESS BANO 22 GZ MLON PVC 1 -CWJ-R REINFORCEDVINYI o __ RCATATOIi D> -STRESS PUT. Zz�LAP LINK 1G'WNTLCOAIINGCABLE \ `_1{s•CH I ION BOTH SDES OF CURTAIN TO TYPE III GALVANIZED R24 REDUCE STRAW) 6ARTYHOOK 20. REMOVAL OF INVASIVE EXOTICS VEGETATION IS REQUIRED IN NATIVE PRESERVE AREA, HEAVY MACHINERY WILL NOT BE NOMANCI'MINGTOBUMSAS AUTONAT¢FUSHING LIGHT PERMITTED, AND THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ASSOCIATED REPLANTING TO ENSURE THAT ANY NEW INVASIVE SHOWN REMOVER ALL VERRCAI. ION AT DUIXOF AT DAWN) IW ON EXOTIC PLANTS 00 NOT FILL THE VOID. FORCESFROMTHE CURTAIN, CENTER SHALL BE USED IN NAVIGABLE BLOW-UP OF HENCE,THECURTAINLNLLNOTBWK CHANNELS ONLY - SHACKLE FROM wwDM OURRENTLOADR CONNECTION BUOY -ATTACH LINES STAI- N t r' TO SHACKLE - CONTAINMENT 6YS EYB US— OY L S 1. 3' ANCHOR (AS NOTE: WATERSURFALt - IL- RECOMMENDED Brn E ALL STOCKPILES SHALL BE A MAXIMUM � Ij cawwrtcHem -- - CURTAIN DnRFR) OF 25' HIGH. I IN S TAIL l I T 9L I (TID�L 511UTI�N NPE I I N•T.S. SECTION A -A r SILT FENCE ANDIOR HAY BALES (TYP.) A STOCKPILE OF A ygI ERODIBLE MATERIAL .� I NOTE: y �' 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. ROCKBAG - POLY WHAT [LES9R�Q AY CURB INL 1 M c ,1MylerueBmanr �13 ' L�.� l ROCK BAGS SOCK -PIPE OR ROCK BAG INLET FILTER-N.T.S. DIVERSION RIDGE REQUIRED WHEREGRMEEXCEEDSZ 2%OR GREATER FILTER FABRIC SUPPLY WATER TO WASH WHEELS IF SECTION A -A NECESSARY. S.U.-- 1 , " ' ' . ,y i �� STRAW ROLES, SANDBAGS IV CONTINUOUS BERM OF EWNALENT • �l NEIGH. S: ', NOTE: Al �FIOW USE6AMIDNRGS, STRAW C OVEDMETROOSSOR TO CHANNELIZE RUNOFF TO B/SINAS CHANN9OTHERAPPROVEDMETO8ASlN REQUIRED. O i it 1 rrc NOTES: 1. THE ENTRANCE SILL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT M ONTO PUMP _ DRESSIRIOHTNG. G. RU THIS MAY REQUIRE TOP DRESSING, USED ARAPS CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 1 WHEN NECESSARY. WHEELS SHALL BE CLEANED PRIORTO ENTRANCE ONTO PUSUC RIGN-0E-WAY. PLAN 3. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRM DIVERSION RIDGE OR SEDIMENT RAS W. TEMPORF}�� �jj/{VEL CONSTRUCTION ENTRAIN , EXIT-N.T.S. T]ISTNGTREETRU ORANGE VINYL CONSTRUCTION FEI FENCING LINK OR SRO G OR APPRC EOUNALENTM ---- 1. 1REE6 RETAINED ONASRE SHALL BE PROTECTIVELY BARRICADED BEFORE MID DURING coNsmumrox ACTNITFS. 2 UNDERGROUNDURLRYUNESSKALLBE ROUTED MOUND EXISIW G TREES TOTHE OUTSIDEOF THE GRIP LINE WHERE ABLE. 9. INSTALLATION OF FENCES ANT WALLS SMALL TAKE WTO CON310ERATON THE ROOT SYSlEMB OF IX19TNGTREE3 A. MM E.BARRICM L TRES B R GRO LL F PERIMETEROPALSTRESS ORGROUP L MINNIATREES OBEPRESERVED FECTIOR. LLBE NAIMAW ED DLWING CONSTPUCRON. S. DO NOTPARKHEWYEOUIPMENTONTREE ROOTS DO NOTADT FL. TO VAROUND TREE ALLWORN WRHINTHECRZMUSTBE DONESYHANO. S. TREES IVOR LESS REQUIREA MINIMUM PROTECTION DISTANCE OF 6 FROM BASE OF TRUNK ). TISESIPORMOREREWIREAMMMUM P-GTON DISTANCE OF 10 FROM BARE GFTRURK POLY WHATTLE OR GEOHAY - fATMOSTS ORAPPROVED E ELEVATION - OIUNGE VINYL CONSTRUCTION FENCING. CHNNUWMNCING SNOW_CIN.OFOTREFS._ �- FENCINGAT IFA6T(41HIGHAND SUPPoR[EDATAMAXJAUMOF EXISTINp TREE TRUNK- TEN-0 T(ID)INTFAVALS BY AETA..SSUFSORMPROEE DIAMETERVMIEST MEDi003SUFRCIENTTOKEEP I THE FENCE UPRGM AND IN RACE WpWEN STARES AND RE - .IES POSTS ARE NOT CONSIDERED AS ANAPPR_METiOD SUFFICIENTENOUGHTOKEEPTHE MNCEUPRI HTANDWPIACE. PLAN PROTECTIVE FENCING FOR TREES-N.T.S. L 99MD FOR I' U UFT FlLTEA BAGNWN INIEi USING REBAR FORRANDLES, �- W E ORATE KR­GMRYOOLORFD NYLON . FAPNi3N W RRIS- LOOPS SIZED FOR I-REBM. USE REEW cORA NMOLETO-- FILTFA SACK AT A SEDIMENT COUL{1X1I LOGTON. OVERFLOW HOLESICPTION^LI rXrX'4.0.URBFA BLOCK TIYP.I FILTER SACKS FOR GRATED INLETS AND STABILIZED ROADWAYS-N.T.S. 5�1 �sA'w000 FRAME rFiW.1E _-THER Cb z AATD�RxE DaoPIMEr� Y�. vAM GATE i -. zXA•wcoDFMME VIEW gF,F.Rgl1dE _JTHOUT VIEW�T FENCEWITH FABRN: �� SILT FENCE INLET PROTECTION-N.T.S. �I E POST OPRON6: ul�`C.. g1 r I WOOD RYA• OPTIONPL POST -PoRISNCVLE POGT 1 ONE I-1T(1-1R• ppgRION6 � YLT FLax - -� STEEL 1.33 LBSJFT. MIN. - ITCN(HINTED ]d• TOWARD FLOW) -- FILTER FABRIC ON - FILTER FABRIC C(R60RMANCE- ELEVATION SEC, 46S F.D.O.T. SECTION .-I NOTES. SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE B..FI .. TYPE III SILT FENCE NOTE SPACING FOR TYPE IIIFENCE F` TO BE IN ACCORDANCE WITH CIiMTI, SHEET OF NSIALLATIDNT DRAINAGE S A 5 -ice KEET2 Y 6TRUCT1RE66HEET20F3 y �_ TYPE N TIO FENCE NAROUNO DITCN BOTTOMTIpS BOND WYWAMMNERTHATSILTFENCESWILLAm ABADAMACROSSPERMMENTFLOWINGWATERCOURSES. SILTFENCESARE TO BE USED AT UPLAND LOCX=NS AND TURBIDITY BARRIERS USED AT PERMANENT WOMB OF WATER SILT FENCE APPLICATIONSN.T.S. n PER BLLB7 WOOD OR METAL `.� STRAW BALE ��!^--BINOWO WIRE BTAKE9(I-BARE .�' -I-INNSTICUWNG NATIVE N1ITERLLL IDPnONAJI SECTION B-B NOTES: L ACTVALUWourslaAw DETERM NED WINE FIE D. 2 1HE CONCRETE - T V•N _ 6iAl(E R'YP.1 I III I . FI BALE OVPI A- _A SIGN WASH SCAN DE NVU.BEINSTALLED WITHIN]xOFTHE T:MR'OPARY C.- _ .-F ADILRY _ _ - - _. 10 mI PLASTIC UNMO • • � • • • •; • • PLAN TYPE -ABOVE GRADE' WITH STRAW BALES CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S. W 7 *' NO.74145 STATE OF •, ALORIOR+ • T W W I W x Tn W LU J F W Q O Z W W r 0 0. w Z O S U m Z _ Z , o m Q S J J LU p a OLL W YZj < < Wix> xm TOU =yw o0 PROD. NO. 24.1980 DATE 12912025 SHEET NO, C-9 J LL Location Map Ex. Tree Data Landscape Data _ _ _ Plant List PROTECT® TREES PROPOSED TO BE REMOVED - - 1.191 ` NORTN PROPERTY LINE 374 LF t - - PWWII TAFPa PROP08ED TO BE REMOVED 430 RED. PROV. NeY QrY SclendflC NiRC C•RIPII0rl Nime 4/1v SRBdl1R ` - - 11REE 125 LF 8IIEOOE t5 IS TREES PROVN)ED PALMS 87RES - SABAL PALMS TO BE REMOVED 22 AR- I} 18 ker NbRs. F01tla REd MaPE 32k 4', r CAL. mF. souTH PROPERTY uxE� Yra (TOTAL EXISTING TREE CREDITS FROM TREES TO REMAIN 162 ARBA^ I 164 A- Nbmm F6R1a Red Maot B' CA, 1.5' DBH MR. .... 4 WITHIN NATURAL AREAS OF DEVELOPED AM 1 TPEE 125 LF A HEDGE Is 1e TREES PROVIDED CC5­I 10 C.—Is cvrq/vtV,ud 3—ta. CRDer9 dead! Ik mh, 6'0A standard AS 6PA"alim ` \ OTAL EATS NG CREDITS FROM TREES TO MMAIN FAST PROPERTY UNE: TM zF 1AE*- 107 IeX % BHER0a6'FdDES101y .1Up5hrl rM 174 W r CAL min. AS I HTAN OEVFLOPEDAREA - 134 JC II 6 1k. casShe Ddh0011141V 371. 0&1.'CAL m11. AS •, RED. PROP. [(A'^ i 324 IWx rasshe Dahzn w.fr 8 S.S DBH mh. AS I .TREE /251FA HEDGE 31 31'lPEES PROVIDED - �- —•-� ' TOTAL TRIO REQUIRED FOR MIRTGATION 1,925 MG*^ 72 Me_ ub omndliY M1imT;N 12Y Y. 3' DBH mil. AS `SIT wE9r PROPERTY UNE: 3R F MLG'^` 2 M}7nM p�mN"'u� GE R' 11TE Gem Magma 12%S 3 nmi mh _� �b TOTAL PROPOSED TREES PUWTEDFOR MITIGATION 1215 RED PRov. PE'^ 102 'PmLs e101U Gensa FbN1a 56sh PIN SlY OA, 2.S DBH mh AS I TREE l 35 LF S HEDGE se "v5 TREES PROVIDED TOTAL BASAL PALMS REONREO FOR MITIGATION 22 OE@"^ 507 IPhLLS l6tU tlEr19 FbIUa �'S1! Plre B' OA 1.5" 0&i mh- AS TOTAL PROPOSED BASAL PALMS PLANTED FOR MITIGATION 2g OPEN SPACE LAN0.3CAPE I OVe^ 149 IOuem,<"a "' 11r�,E Oak ]Y-15% 6'- S' DBH mh= AS ,...... I M. PROP. l SF'^ 78 ISabal OehesItD 6a1MI Pe1n 10 14. IV CT. sSaDi i>eWYs AS PROVOEO OPENSPACE 350.651 TREES(, THE Er 20lt^Sf) tt8 Ifl TREES T11*^ 65 d%OdY3R d'BIChNR �CA— 1Y%Sy_2.SDBHm AS 1l��T7�Ty� ^n� ���+ /��p 7�� ..o L.L. Sheet Kev TR'^ 1 Thhaz mMTa urea TbatUt Pain - 4' OA, mull bunk lid AS MCCAR 1 & fssocI/1TH Emu. WA LANDSCAPE SHRUESS CAGUNDCOVER9 _ •$ RED. PRov. C3-- ggg Rus iem NaINe Green CocTal%^ 24°N 1W. ful 36' OC L-1 Landscape Plan & Landscape Data 156FOFL 044APEAMA PER PAWINGSPAM IM TOTAL SPACES) 5,230 540C•$F IV'^ 2730 I1ax VanTOM'SrJICt' SU-Dwarf Yaum, HrA X14". 16'. full 24'OC L-2 Landscape Plan IIrMP^ m9 1SWk-fragr M i$Tf�V!�r_ _ _ 36%2r.ful 3VOC I LANDPIANNING TREE6111REEr33PACES11352 TGTAL SPACES( A RmEE3 1--- NYR-.-- Site Data MUH•^ 190 M Henn ar Marls Tik Way C.M h 2ry2r 36' OC L-3 Landscape Plan _ ANDDFSIGN ZOMNG: RM-8 ,{ SOo AREA M5+^ 1210 US Mhlasa 4ry' ISbaSunshine MMOSa ]D. fW Oats _ 24' OC LAND USE: MEDIUM DENSITY RESIDENTIAL L-f Landscape Plan RED PROV. PL.. ]Ole PACK" 01101aY 9ahama Wit CaffRe 29'k 1W, ful 30' OC OPEN SOD AREA MA%50% !/!: I SB'^ 3-SW 50RiM baW sand CPmRM1 ID. 247L 18". hA 36" OC TOTAL SITE AREA: 20.38 AC(887,667 SF) L-5 Landscape Plan lSTUART p � TF`^ 452 ITmRIaIm fiolidana Dwarf FdkatMtthee Gass 7a. Iv. 29' 3G' OC • FF. PIERCE L-6 Plant List, Planting Details, & Specifications Existin Tree S mbol Le end w•^ �1 �VN-pxobDYaNmnWale WalefsNu umDRBrf x.14k16'.nd WOc 9 !9 12P'^ 615 7ae _ .oarl[K 26" 36" OCI 772.391.9322 L-7 Tree Management Plan •DE NOTES FLORIDA NATIVE PLANT MATERNAL 1e1v1y=MECarrylandPlanning-nu roEr10TES DROUGNTTOLERANTSPECES Mike@M%CanyLandPlanning-cam L-8 Tree Management Plan _�� j E%TREEPALMINOEVELOPMENTAREATORE6UNN ALL PLANT MATERALSH4LLBEMINIMUM PLORIDA41GRADE PER THEFLORIDA GRADES&STANMR0.5FOR NURSERY PL4MS=2EDIT%TN I { L-8 Tree Management Plan EX TREE BARRIER [SOD - PaSaUm ratan5m - BahB Sal - soBl sad. BA 5Ch I �ryR �mr°rmwec%Pcrm SCHUMANN D' ax PiPrN oxares, ozv (50'PUBLIC °" i _ F.Wsr •-�_____--___ 25PAVEMENr _:---------------- —.��_ __--_----__-_ __----------------------_ --___- ----$-�------ALE_Aff$q-LE--_--S-LE-__--5p_LE-_---A-LE------------��------- T1�AE �+rLE-- - umaAa - - -SWAY W — SiYAIf - — SWALE- — A'ALC -- STMALE —STALE - ;WLV SWAL - — 5^W�' 1—SWWALE--- SWALE — SWALE -- "AL.E- ._ _SWA STALE• W � i-ALE- MAIN ENTRANCE 1 Or 30 LOT 1 i 1 1412ACI \_ SECONDARY ENTRANCE 5- •, /7 LOTW LOT L7 LCr Yl LO'r• F7p LOTS LOTS LOT7 LOT6 LOT5 LOT4 LOTS L072 TRACT II I (6 (0.14 AC) ■� a. Tavaw.µila A4 IB ^�'+,t '', NDO'OO'00_RE 1.132.55'=1 'L:,E� r"1.> l Z7777;-{�-7T't _ «" " L:r;7 '� ; ;$ 'C w ,�, wLL CIS SaMaj If I M ' �FIbEb�� I IS II 'I IPrr -101 I ( r. ._._.�4. Y CU ^ OHELeas W �rDlrlUlO V,M611? U)co Vi1� — _ Al w rtw R( g �\ • � �, -, _ _ . .. � � _ _ _ `< a - - I III � � ' -• \ I - iI Y"-'P I .r.�x. N - _ - - - �'� - -Dr... _ Yf'Y.a•, I O af'!;,+'1° `1• - •; I _ r--- nAf�WANL. :�v-:tiwrum`r .• 160".r. - .•1aa�`.4as.. i4./ _ FF , - wiT4nrsIT _ P4...4M RAF+9 �\ I� ^ I raY�O YAf>Y: I -O -Y ti:•`4' S.. CZ „ N1° 1: � : T - `\ �'O ,L, FROr�STOI © ,. ' IPRaPDEDI • 1 �PBOriOI t - - - ' •' rR1OPpa101 I 1 Q 1 N IP.D.pMDI I ` ( I \ _ _ �NA.� ...%... ..""" _ _ \� sLwL■asTfp¢E - - �i DMS 0.6' IETAL SFAWNL Y ! P'• A' i a �; _ Y SVRn Drawn By raa er NwL FL.1A.• a::P . s.,, �- — � Checked By MM Scale ,:r. I'i \�'\�\\�\\� i Drawing Date 2/3/25 �pl\\\'Ry,Y" 6/10/25 R=225.aa RAD - '; ;.. �\� \ ..<.n,�aT •,. �' � Lc 8/26/25 L-353A3' \ CD=31820'10/14/25 •• } 55'!.A .4. .1. _ - ;. - -�♦ - •, iW DF''4LL 0..,6•' -'- - _. 7'' 'x•\ WPeFW y( y�•` CALL 411 :./ HOURS BEFORE Scale: 1" = 60'-0" xL YOU DIG IN FLORIDA 1-800-432-4770 AP 4eaR9designs, errd gemenls, and plans i^dusted Dr represented by this drawing am owned by and me Property OI `- Cht/.IT'S THE LAW! ,hesuddid-,desld.eam me^ a ,arplan sIid allb..a by vdlsd..d to anfor use on, and In y pew..... firmn with e or�mrpa.Confo�r any NORTH 3UNSOF FLORIDA, INE STATE ONE CALL CALL wnanDeg without me wMen r the designer. NORTH (, perpose Parmu3mno Rgner. 30' 60' I'If00 1 SET TBM � ON PFtlTAB EL =20.58' t`AAE WALfi 4RORAIL SWALE — SWALE — SWALE. ­-SWALE SWAIF -AL SEAWALL JALL EL-16.4' Copyright All peas, deNgna, arrengamanis, aM Diana Indicated or represented by Slis drawing are ovmed bV and the faaPedY of the designer, and ware aeatetl. avoNed, end developed for use on and Inmnnecdm with the eltedfiatl ploleoL None of .-h Ideas, dsaigns. ammgeman15, a plans shag be used by a disclosed to any parson, firm, a oorporefion (or anY punpose whatsoever without the wrMen permission of the designer. Existing Tree Symbol Legend Plant List _ay 4" SderkMc Name common Name Spa 1;Padrg j�EX. TREE PALM M DEVELOPMENT AREA TOM". ALTRW I-r EX. TREE BARRIER AR••-'ISO`q Ater lyhmon "Rem"Ww 1Yx 4'. T CAL mh. AS - APB'^ 164 yxr ruhrum 12.1da Red F1aoE �' DA. 1.5' MH In, A5 CCS>^ 10 �malc' crnop lwa_-ratan Goer 91-tard 4iffft 6OA, stand" p� IAEA^ 107 M. x atta u m TadiMSrxV ,E44Osmn MA 12y f 7 C78.- mn. AS IC^ 6 -1px camp :Da. Inm /ki' 17x f T CAL mn. AS ICB-- 324 •" ., ft !Dan= Mp& 6 ()# 1.5_DBH nlji. 0 MG-- 72 Maoroh maqp. 11 5 3" DRIfP� A5 MLG° 2 Mayn6 q>r LM a'E Can' .itE Gem MaOlxil IZ 5' 3" OSH mh. ♦S PE- 102 FPfs OM dense 571ah F1eha Slash Pile IV Oy 25" IM mh. AS PEe>^ 507 'J�. Ye^/s efdh �n>a S" FIMM Sash Rle 6 OA 1.5' ry af�S OV>^ 14a Y.11kertus ,rrarMa i�r 17-I yi% ry• �,' SW^ 78 3klhat Oahneth\ fars'W. 10 f4. 1R[r. stagoaell nauhb, AS To- 65 Taxodam d0tNan Addgip-MY , is, OW + AS TR- 1 Tlandr r4flYhf InLW Thabdl Pale 4' OA mA q.0d. M AS *t Wl • s JA ., CPA 29D pp p,p 3atYe Green Canaan 24N IS" full ]HOC 11P^ 273D ft. 1; i .Stokes Dnerf Yal�i Hl* )L-Y7 ]i: -/�/� c MFa" 289 MyrcBmhes fragam i-j on Stow- 3(1't�,0,r. 3v OC MUH>^ 190 MdftbMtffi C4910d; Po,M_yf/ ffiris &t, MSS^ 1 al0 Mimosa vT" iyp'm- mim tsa 7.1-hi" N OC PL.- 1018 ob Bahama WM Coffee 2JI, 18, hd 30' OC SB>^ 3 590 Calve1j sand r-V.,F la 2lk 18'�. 36" OC Tf- I452 T 7� dTherfFakehatihee Graf (ry(II � >_f' IP OC vo- I - VI., an ohwanml'D a F I��jry"s VCumum Wert 3 14-. tf�-P4 N ' OC ZP'^ 615 ?M f7,r, 13 Sf.00rltp 7% Ml26' 36_O[ •oENDTES FLOWDA NATIVE PLANT MATERIAL "OEND'IE8 DROWHr70LERAWSPECEiS AU PLANT MATERIAL SHALL BE MINIMUM FLORD4 at GRADE PER THE FLORIDA GRADES 8 STANDARDS FOR NURSERY PLANTS 2073 EDRION �u 150D - Par�vlmt maatun - Bohn Sod - soM s L� I .r--------- --------_------------------------------------------------------------------ REFER TO ENTRANCE DETAIL - ON SHEETG2.1.2 SCHUMANN DRIVE (50' PUBLIC R/W) 25' PAVEMENT _ �— — — — — --PAVEMENT MA — — — — — — — — ---------------------------------------------------------------- _ --. I SWALE SWALE —SWALE —SWALE SWALE SWALE SWALE —SWALE —SWALE — S WALE —SWALE —SWALE —SWALE —SWALE —SWALE — SWALE —SWALE — SW TING 51N E SWALE ,SWALE __SWALE —SWALE —SWALE--SWALE — _SWgI„E_—SWAB__ - SWALE-_. _Sy/ALL —SWALE_= SWAtL —SWALE--.=SWALE. I MAIN ENTRANCE TRACTII (0.13 AC) LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT i :FE __4 PE- �Y-"1 -i8 • OFA ate_ I N00°00'00"E 1,132.55' 13�—� 2 I�fAi?E FB�Ri I{ taNDscAslEiF,PEEiaRA r c 1 u PROP. BENCHES FOR _ L= 118221• - - DRA(�VAGE GRATA te a. a. r• i r• a� t��lLO!'j1RSR1�(lalr.� � � — seen- — — — teen; � �rY TI a vjR2R9 MATCHLINE (SEE SHEET L-4) Scale: 1" = 30'-0" X NORTH O' Is 30' 60, M F- W W W W W Z J U a If CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE IAWI SUNSHINE STATE ONE CALL OF FLORIDA, INC. MCCARTY & ASSOCIATES LAND PLANNING AND DESIGN STUART e Fr. PIERCE 772.341.9322 Www.McCr tyLandPlanninpcum Mike@McCartyLandFIa ing.mm QQ -CIA MR,j�r.; 9 m LA66671900 G.;a a; F1QRl0N. Drawn By DMS Checked By MM Scale Drawing Date 2/3/25 6/10125 8/26/25 10/14/25 L-2 Existing Tree Symbol Legend Plant List ,' - 141 QLy SrdeFMffC Name ComtaorL Harm Sim Sp.199- rEX.TREE/PALM INDEVELOPMENTAREATOREMMN PALMS ffi�� .1/ EIL TREE BARRIER "r AR•^ 18 Am nmrum IFbda Aid Map! In 47r c&L mh. - ARB•^ 164 Ace, Hamm I Florida Red MaDE S o 1.SIAN mkL _ , 03- - 10 raL": riB ingnabpna Jama'= Q01 Standard 25a MIL. 6 QA standard • AS TAE- 107 Ilex x amemeta Taolestof E ulaston Holy 12hx 4'. 2" CAL mh. _ JAS IC*^ 6, IW o_sshe Cahoon HoN I 12x 4'. 24 CAL mh. C-B'-A 324 _Ilex mSsYle Cahoon Hdy 8' OA l.S LR mh. G^ 72 M.,=Ia arandiN2 Southern Marnrfr 1Zx S 3" D8H mh. Mlbe^ _ 2 "la yand8ora'LlVe Gem' Uttle Gem Mayw6 S. 3' DBfi mh. AS 102 Pura eked dell Sand Ftxtla Slash Yne 1(172,OA. 2.5" DBH mh. AS PEB_ 507 Phus eked demo Satyr FUrtla Stash Pile IT 1.V DNHAS� OV*^ 144 ?uertus I—na Ube Oak I ix-15x B. r 08H mrt I AS I SP*^ 78 Sabal latnedo [Sabel Path a 14' a AS TDY^ 65 _Taxodum dMhum _ _ Batl Cvpr» I29s S. 2.S C8N mh, AS TR*^ 1 Thrhax Wiles Flortla Thatch Pain 4' OIL mutltdmk RR AS SHRULI %GROUNDCOVERS 290 uwlte.m taco -INate, G9een Cn pm+ 24"x 18, ful ae' OC IV*^ 273D ilex vanifirle "SOrua' ISMkee D.If Y.- m* 1/ 14•x 16". NI �I 1�• 289 IM7cpr"mfivans Imp: ' YaGPc' 365s 20"- rul 76' OC �MF*^ MUH*^ 190 IMWrtnbNata cararr§ _ _ �Phk Mura Grass h M^Y 24" +.'OC MS•A _MID IMtn a WSID _ jlSurNahe MYnma PL*A 1018 iWutaba b4tr" 18ahama WH GLffee :!4�S. tvi OC 1_sEl- ;LSD_!Splrp\a baked nC Crass Io 29'k IB', ful $ OC TF- 452 Trvacum IbNfam DNert Fakahattlaee Gass _ 7- 3l•, 24" ` VO*A*= IVBrmuml abovatxm'Oaed ate,s Vdmwn OxBrG 30. 14Sr i6" 1 Zp615 IZamB Oun6 IComtle 1q.20"x 26' 10� 'DENOTES FLOmDA NATME PLANT MATERIAL `DENDTES DROUGNTTOI.ERAweB EI]E8 ALL PLANT MATER ALSHiLL BE MINa1UM FLORIDA 41 GRADE PER THE FLOMA GRADES 6 STANDARDS FOR NURSERY PLANTS 1tl22 EDmON MI- ISOD - Payeal m aralub rn - B"Sod -sold end aid tot A-------------------------------------------- ___.—.— SET TBM / ON PK/TAB / EL.=20.36 � 'K---------------------------------------------------------------------_---------�------ --PAVEMENT WALK ------------- -a NALEI—SWALE —SWALE —SWALE —SWALE —SWALE —SWALE —SWALE —SWALE —SWALE —SWALE —SWALE —5W&LE —SWALE —SWALE S NALE._.—.SWALE_-_._— SWALE..._-._.__-T 5WALE —SWALE —SWALE-_—SWALE_....—SWA1LE —SWµ( —SWALE —SWALE —SWALE —SWALE —SWALE �_SWAI � ,.'.5 I? I � \ 1 � { LOT L-O`T: 5 LOT— 425 9LOFF\ TE •[{ 3 jLOce). ,T2, I1L_ OL� -_ W FND. CAPP'SW 1c8a6 (4896) qv 2 lG>T , U 2,5 FND. IR T_h O1 � 7 D7� W L>TOT LOT 2 340 d4647L0T LOTLOT 29 03�.�� L48T k PPE�ED PRO SED PRO SED I PRO SED \I WELLI�G ( 6- NIT LLI�G I P55 NIT ELLI�IG I N /� I 6�INIT 3.50 I /�+j I Fes, rJtR7? 1—V FIFE �i 23 5O III i -. - , i". - � � F� E 23�50 ` m � � I ZP EET p� � � � � � � � �P�LE Ra�'�/�tR— Zi; MEN NOW laaa NOW MATCHLINE (SEE SHEET L-5) Copyright All ideas, designs, anrngements, and plans indicated or represented hY tld9 drewirp are owned by and 11, p.Part, of the designer, and ware created, eveved, and tlavabpatl fa use an and in cannecdon rai81 B. sPetilled preiecL None of such tdaaa, designs. arrangements, w plans shall to used by or divot-d to any person, firm. a mryoradan kr any g,..v h.WoevervABwutthe,.idenpe l..I not Medesigner. -•T••- SWALE SWALE SWALE F__ .SWALE_—SWALE_.___- 0 A T I LOT 1 1 SECONDARY ENTRANCE -- TRACT JJ I (0.14 AC) V BLACK OPAQUE FENCE 1�NP BUfFERfRA t f' 87 / & PUBLIC DOG PARK 8& "�','1 ,: 1 TRACT EE a t35,188 SF / 0.81 A' 4 x •I _ OP. EN ES, 'A T S CAN BA +. .., 42,a T F ROP. €CREAT[-NAL -_ (',RAVE TRAM (TYP ) \a I SWLN TR 'CT C ' I WET kETE T106 I t 18,464 S.F. A 0.43 -C - PG )ND C.E..24 AC We Scale: 1" = 30'-0" NORTH (1 15' 10' 6( MCCARTY & AssOCIATES W.1 ON DI D. SrUART W Fr. PIERCE 772.341.9322 wsvw,McCartylanJPlan n ing.Lvm Mike@MeCaRyLandPlanning.com oY . O a d•s LA6667190 d':m � C FLf1R1Oh: MF'. rA Drawn By DMS Checked By MM Scale _ Drawing Date 2/3125 0 N 6/10125 N = 8/26/25 a ������ 10/14/25 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA -800-432-4770IT'S L-3 THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA. INC. Plant List -, qrT Rcimtlac Name Conarc' Nwre bps so -sat ruBissTrL�x ��.•. 10 -- jFFy�Y�F�•/IrY/Y��]//�^^ %{M, Ibmao�ds� 11 1177 �m"p,i or. �f �$ eays IAE'^ 107 Ih s Bloe"IP4'F ykAm' M am�A 'h 9'_m�l. j $'^ 6 . Ikx,ossJi•. B7� �: 2'_ ICV— 324 Ikxastq LWInm Mr rr ��1N�1g1r1'1In �S- HG•^ l2_ .n�i -tlY _SauNPln. f+y.a wLG- Izsy�uecFm• tql �nM±rne4S�'DAM $J� O6H mLr. mn '�,rIFrOA, As Gk:^, Ia2 e_'Wr P®•^ � 507 PYwelaNma h F4ffi s�u!IaP 6Nd1 FIYGI Sash WN �7�1wiR1h 3. 6D(�lfHl mh. As 0V`^ iM Oiaa�a PJens Oe 1]'.1_ s.�Y 6' 3 OBX mn. AS sP'^ d�ylmn�BaE•[lPnt 117IV—Ira lei —S AS TO•^ f5 ITgptlbm 7 mh �` TR•^ It mdm Fbia' TM1N'ys �' O,dL iX0.VB5 i ®!01 p•^ 396(�� 11P^ 2>30—Ile=ran SN■v,' I�ryPC(y'��fiurpun 1§plNs �vad laMa�wrs 1h�7'Y /u1N d 6' M"OC 2A' gL MM' ..192 _ _" t:"..rNPs hayvars M1e1`^ 1w MWEVYY..i rap.. _ PNr MW] C.P! I6'r fW .111►a N' X.0C 36' DC_ ps•" I. .Mh�aa, r,.yt.. ��ji�e MwNrs PL•^ _ Id1A -vv gry:N ti WN C11r� =B 3596�W� Lo0.e^h.O[ TF'^ 45] i Gasr Fl89 vbrvnlen VA■M ps�r I jVyea �'}'Ap" IW -.� 1a•x M 2/"OC 3P 0C 3 "OC VOp" 7)wC �^ 636 lame pmgB TEfOlEB ROI�A NAIVE PIANr WlE2AL 'ffiIUIEe GPOLGMT!GEMM6PPOE5 flr Fm. 1. N"x 1b' 36"0C ALLPJINTNAtErGL 8W1LL BE MvaALM fLOgpr'r GP.rpE PFR'1E f1ARLr.fAapEe a eTpNpYa15 FOR Me[sERY PWJm 3Bi2 BIXNON t{IsJ620- mpnm -Banc sad - sm r^a a■ qe' O O � I � I I I CONSERVATION AREA TRACT D it t33,883 SF 10 78 AC I I t I C.6' METAL SEAWALL y'.. \ WE TOP OF WALL EL.=16.4' •ti�4' t 6 PONQ 1l se � C-1 R=225.00' RAD. L=353.43' CD=318.20' Capy ighi All Ideas. tl'slgns, amangamenls, and plena Indicated or represented by Igis dewing are owned by end Ih proPeRY of the Aesigne and were aeateQ evoheQ end tlevabpetl for uae -dad. n aW In donneedan wAh due specified projaoL Nona of such ideas. designs, ar angements, m plans shall ba used bbyy r tlisdosed b any parson, fine, or corpdrellon far e,ry purpose whalaoever without the written pemtission of the d4slgne, Existing Tree Symbol Legend �� EX TREE/ PALM IN DEVELOPMENT AREA TO REMAIN EX TREE TREE FARRIER MATCHLINE (SEE SHEET L-2) CALL 48 HOURS BEFORE Scale: 1" = 30'-0" YOU DIG IN FLORIDA —800-432-4770 X � IT'S THE LAW] NORTH 0' I. 30, 60' 1SUNSHINE STATE ONE CALL OF FLORIDA, INC. BI PROP. BENCHES FOR _ L = t 182.21' r REC. AREA USE (TYR) —r yo G E. =r.00 aS--SIP AR ,. _ .Sp _�- . --__ ----_- CE ' T - PROP. 4• RECREATIONAL ' IGRAVEL TRAIL (TYP.) -Qi- AMENITY TRAIL ' TRACT HH W, t4,948(0.11 AC) \' SWM TRACT B WET RETENTIO ±63,018 S.F. / 1.451C LOT 1p' POND @ C.E = 1.05AC J 126 W ' 55' ' w kS '✓O IC ' W z Y FJtSEM Q _ DRAINAGE GRATE 1 PROP. BENCHES FOR L = 1032.6'_ m� r s - -b MS 6M i 0.6' METAL SEAWALL `vv vv yr TAB i TOP OF WALL EL.=16.4' L 7 c WCARTY & AssociATEs LAND PLANNING ANDDESLGN STUART - FT. PIERCE 772341.9322 Inv.McCartylandPlanni ng.cum Mik,@McCarryLandPlanni ng.eom Ip.N yi¢ LA6667190 (p •p y �Finaioa Drawn By DMS Checked By MM Scale Drawing Date 2/3/25 6/10/25 8/26/25 10/14/25 L-4 Plant List mlman NArtn Existing Tree Symbol Legend rEX.TREE/PALM IN DEVELOPMENT AREA TO REhMiN 1-r-EX. TREE BARRIER CALL 48 HOURS BEFORE Scale: 1 rr = 30'-0a YOU DIG IN FLORIDA 1-800-432-4770 X IT'S THE LAWI > NORTH SUNSHINE STATE ONE CALL D' 15' 30' 60, \ OF FLORIDA, INC. �•^ eu .:,m�M raay. Ty]D'n 3G• as ae '61UR6 Raflr4 ,PINE 0.Na WIEWt 'OEWIE6 gial4ni0.ERNrtenEfEe MATCHLINE (SEE SHEET L-3) ;rep _r-vMP mown - hole sod - ratl.a6 w W_ rem — III — — — — — eeele, Weell, 1111111 1111111 111111111 11111111 111111 1111111 1111111" 110001, uelle, leelle, 001111 Illeel � 111111111 111111111 11111111 111111111 11111111 11111le 000111 ueee — — — — — — selee Ieeles — — — — — — 10001 _ DRAINAGE GRATE _ BERG STREET _ _ _ _ =i p�1D C.E. 0 24 4C X A TYPE'C' INLET (TYP) (50' RM) - - I - , I w Z _ _ _ _ _ _ I ,ur6 I .a�� aY 1 0 O "'YE`tlrlil SEMENT i ;i _ % I re I p o �• F �` I m 1aAireF' W%— LOT I Z o I �, '� 150� I s WAR PROPIDSED� I ��y� �PROSEDIG I Is �O9 _ _ �u,. a i W'U 5- NIT D ELLI G 55' Y oU & NIT D ELLI 55 c9 tea_- 046, f - C.E. =16.00 1 m PROP. 4'RECREATIONAL I FFE= 3.50 '�•�' FFE= 3.00 - I I Ir , ars PROHIBQ ' - T- - I _ f2 1 _ 1 pi 1 1 f2 I I LOT O J e ,. & GRAVEL TRAIL (T1'P.) I - „ vc, W J 1120'V148 U1 W$ r AMENITY TRAIL TRACT GG I LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT u T2 t10,409 (0.24 AC) ° 162 161 160 159 158 157 156 155 1 153 15 151 ~ LLAMEL — — - — — --a -a- o55'LO) IPE eNATIVE PRESERVE ! RE -PC p ` i * 0 49 t r' t13*8!9 F1-0,32 AC 11.. ._ ._ - yL _ . I LOT 1 I 1 L50 1 W „ I PE ❑ j c LO 1.45 AC _ -JLOITE _+�� \ Y • 1 - Y - � _ '' "; LU t 1 51 = 1.05�4C I LOT OT LO ; O O LOT LOTO LOT LO LOT LOT OT LO OT L0 LOT - d- F 1 127 128 129 130 131 132 133335 136 137 138 139 140 141 142 143 144 I - Q w 12 LO �1 Ic LU + �J OPEN SPACE _ cy_� I` 52 6 _ I 1 1 I 1• Q�' �I 1 l y l 1 I 1 1 1 I I 1 I 1 I 1 TRACT P I 1- r_�Z -- En L I 1 I 1 I I 1 1 1~ 1 I 1 1 11-; t5,669 SF 1' y zP - 6 LO W 1 a„uW PROPppSEDI PRO SED I PRO SED I , ` AC I — 53 6 N(T D�l1ELLIt�G _55 6 NIT DELLIgIG 55 6 �+NITID ELLI¢1G`� ---- �,FFE=jjj2223.50 I . FFE 23.50 IFFE 23.50 ~�O LOT L! r' LLIvo - P ' zP - o v 611,13 yT�y1 1 '�- °ro I I rA - N a Y 1 I m I N { { - I -7--i 1. / 54 �''=d T-. .•� �.. I'l •� API ~ _ - - -_ / PROP. 4' RECREAnC1 ` ' /1 1 MUL�hI TRAIL (TYP, I .. to32j' _ _ _ _ _ _ SUNBURST_ CIRCLE _ _ _ _ _ _ _ , •. .. - �� ram- rrnrrra-->txnrzzr-r, ; -.1 >xtry��l k ztrrrx (50' Rl- - G" — INS -Jxd-- ICR' vEe 3 _. -T; �_." MIS IR 1 -Sp _72- — — — CONSERVATION AREA TRACT AA ±82,952 5F 11 90 AC oEe �8 131... '7i MB - ---� �G 1 u . IV*C,. ♦ _ 7. LOT 1 �� LOT ` r ` ' 4 OT i i• ' \ 58 \ l + � II `PROP BENCHES FOR REC. AREA USE iTYP 1 Copyright Alt ideaz, designs, amngements. eml plane indfraled ar repr .aMee 6y Uifi ArxNng arc owneA hY anA Ure property o! 0.6 METAL SEAWALL the easlgner. and ware..abed, evolved, and developed for sae - and In mnaeetlon with the spedled project Nene of 6udh mess, destgna, arrerlgements, a<pane snan na used by or alsaosea m any pslaon, erm, er mryeraDan wr any TOP OF WALL EL =16.4' purpose whataoeverwitheul the written perm -scion althe eeelgrher. WCARTY & AssOCIATES IANDPIANNWG AND DESIGN SMART -IT PIERCE 772.341 9322 w,vw.MCnrtyLand Planning.mm Mike@McCarryLandPlammng.com .� ca a n. ttJ LL CL U) v, V i ca 3 co = J ..-C (%CRgFr y}, el Gt; 4 Fioltloi•• Drawn By DMS Checked By MM Scale Drawing Date 2/3/25 6/10/25 8/26/25 10/14/25 L-5 Plant Specifications SPECIES AND SIZE shall conform to Nose indicated on the drawings. Nomenclature shall conform to STANDARDIZED PLANT NAMES, current edition. All nursery stock shall be in accordance with Grades and Standards for Nursery Plants Parts 18' 11' latest edition published by the Florida Department of Agriculture and Consumer Services. All plants not otherwise specified as being Florida Fancy or Specimen, shall be Florida Grade Number 1 or better as determined by the Florida Division of Plant Industry. Specimen means an exceptionally heavy, symmetrical, tightly knit plant, so trained or Favored in its development that first appearance is unquestionable and outstandingly superior in form, number of branches, compactness and symmetry. GENERAL REQUIREMENTS All plants shall be freahly dug, sound, healthy, vigorous, well branched, and free of disease and insect eggs and larvae, and shall have adequate mot systems. Trees for planting rows shall be uniform in size and shape. All materials shall be subject to approval by the Landscape Architect Where any requirements are omitted from the plant list the plants furnished shall be normal for the variety. Plants shall be pruned prior to delivery only upon the approval of the Landscape Architect. CONTAINER GROWN STOCK All container grown material shall be healthy, vigorous, well rooted plants, and established In the container in which they are sold. The plants shall have tops which are good quality and in a healthy growing condition. An established container grown plant shall be grown in that container sufficiently long enough for the new frbmus roots to have developed so that the mot mass will retain its shape and hold together when removed from the container. Plant root bound in containers are unacceptable. MEASUREMENTS Trees: Height shall be measured from ground to the average height of canopy. Spread shall be measured to the end of branching equally around the crown from the center of the bunk. Measurements ere not to include any terminal growth. Single trunk trees shall be free of •LP crotches that could be points of weak limb structure or disease infestation. Shrubs: Heights shall be measured from the ground to the average points where mature plant growth stops. Spread shall be measured to the end of branching equally around the shrub mass. Measurements are not to Include any terminal growth. Palms: Clear Trunk (C.T.), shall be measured from the ground at the time of installation to the point where the mature aged trunk joins the Immature or green portion of the trunk or the head. Overall height (O.H.), shall be measured fmm the ground at the lime of installation to a paint three quarters the length of the unopened bud. Palms with marred or burned bunks will not be accepted. SOIL Planting soil for use in preparing backfill for plant pits shall be added at a rate of seventy-five (75%) percent to twenty-five (25%) percent existing soil. This soil mix shall be used in all plant pits except Saba] palms which shall be backfilled with clean sand. Plantng soil shall be a fertile, friable natural topsoil or loamy character. It shall contain forty (4D) to fifty (50) percent decomposed organic matter and shall he free from heavy clay, stones, lime, plants, roots or other foreign materials or noxious grasses (such as Bermuda or nut grass) and noxious weeds. It shall not contain toxic substances which may be harmful to plant gmwth. Planting Details NNa N�mR� m .D $T�-�11' ��9&e an•r+u[EutvumnavxNE '4-, ._ x aI BUMOLT nNrfx matt[ N � "Shb�• rmrxnranawrr.mvsavmv.a � / J r� r , ME - 1L -,:. , Ri rr E_ _ Tree Planting SEE ING SCA110N6FORONDMONLIIXNEANUEERT IFICAT DILIUNS MAT RFAUTAE MOD IFICATN)N TO BRAGNO TECVSNOJE. ADEOUAIELY GRACE TOR WIRE) ALLTREESTO MEVEM E%CESSNE MOVEMENT S NAUrTNN A VE0.TILAL FO61nd1 RONFORCEDRI.MBERHOSEM WWE SIWieEEAP .,0 TRET: TRUNK) T-,1PE-AT INuda aFFA-cX� SURVm. SMIxIMI1N wILLM. SEE -TI-S. A SAUCERA �NpPWmRG AFtERFBiST GIIOWwG SEASON. RNISHEOGRADE .- NOR EDUALF 1r1ANG T BEPBEtOWGRAOE LEAV E M W ND OF UNOISNr✓BEO sea ro RxEVEmsETTLwG COMMERCIAL FERTILIZER Two fertilizer shall be used in all types of plantings, except palms. Granular fertilizer shall be uniform in composition. dry and free flowing. This fertilizer shall be delivered to the site in the original unopened bags, each bearing the Manufacturers statement of analysis, and shall meet the following requirements: sixteen (16%) percent nitrogen, seven (7%) percent phosphorus, twelve (12%) percent potassium, plus imn. Tablet fertilizer ("Agriforn" or equal) in 21 gram size shall meet the following requirements: twenty (2D%) percent nitrogen, ten (10%) percent phosphorous, five (5%) percent potassium. The two fertilizers will be applied at the following rates: PLANT SIZE 16-7-12 •AGRIFORM' TABLET (21 Grams) 1 gal. 114 lb' 1 3 gal. 113lb. 2 7-15 gal, 112 Ill. 4 V-S' caliper 21bBA' caliper 211' caliper 6' and larger 3 [bs.A"caliper 211' caliper "Florida East Coast Palm Special' will be applied to all palms at installation at a rate of 112lb. per Inch of trunk caliper unless otherwise Specified. MULCH Mulch material shall be three (3) inches of shredded malaleuca mulch (sterilized and free of seeds) or approved equal, moistened at the time of application to prevent wind displacement. SUBSTITUTIONS No substitutions of plant material types or size will be allowed without written consent of the Landscape Architect. BBB material will not be accepted as substitute for container grown material unless previously approved. Altercate subslkutions shall be indicated in bid. Notes - Prior to the installation of any plant material all existing and imported sells shall be tested and amended to meet the sail specifications and specific plant needs as shown on this plan. - All plant materiel, unless specified as being Florida Fancy or Specimen, shall be Florida Grade Number 1 or better as determined by the Florida Division of Plant Industry. - All plant materials and sod shall have an automatic Irrigation system providing 100% coverage. Maintain positive drainage away from building. - All plant material shall be planted, fertilized and mulched as per the Plant Details and Plant Specifications noted on this plan. - Landscape Contractor shall research plans and contact appropriate agencies to determine location of utilities and obstructions prior to commencing work. Any utlNas or unanticipated obstructions shell be reported immediately to the Landscape Architect - Landscape Contractor will be responsible for obtaining all necessary permits, licenses, inspections, and Insurance as required by the Sate and local agencies. -Quantities shown on plant list are for convenience only. If a discrepancy occurs balwam the plan and plant list the plan shall prevail. 5UEYFAaeO SBUhR SSw'a18-WOOD BATIEN6 9'DEPm MINIMUM MI4GA SEE SPEOFlGTIONS PHr enucEa.wauxDFwmNC lwuTO RE REMOVED AFTER FwSTGROmNG SEASOx. ��ry` LSHED GPADE T - - ANE PAD BURaO3 BELOW Fw.ARauNo wAL wrrH cLFwh sA.c . - INSTALLAT NUR6ERY GRADEOR 6UGHTLY NIGHER Palm Planting APRUESTO.- PA1NLQUEENPALMSALExANDERPALNS.MANRAPALNS SEE SPECIFlWTgxs FOR BNC U. MIxTIIE AND PERnLITATgN - TEE HEADS OF PAW$WrtH BJRIAP STRIPS UtLE�SST OTHERWISE 5%CmE0.�T S BATTENS mTH ]SIP eGN 1 ' STEESSMIDS-Nth NAILBATTERSTO osar 6UYERSOf WRAP sz1H•.IcwooD aATrENs S MINIMUM MULCH SEE SPEOFICATIONS HOLE TO SE RENIC-1 FfD!FA.STGROWNGSEASON. IMSHED.- rk.�QJ'ST-1 ➢BURIEO3.9ELOYIOHAOE FIUMOUND WITHCIEANYND Palm Planting _ A UESTD.SABALPALN3. WASHwmONPALMS.CAHWYI OATSPALA6, SENEGA1MTe PALMS . SEE SPECIFICATIONS FDA SACLAU. MIXNRE AND FERmuzATION I � PU3•MINISNM MULCH SEE 6PEOFlCATON3. NTSOTIWTTOPOFRO 1-aIFIEL WITH FWISHEOORADE OW�EIEROFROOTaA SE TWICE THE rwlSHEo cANOE Sedion i FlNISHED GRADE. NGF�EA c�OV61u6EaOFPLANTSTG. SSURE P owoulmcovFR. cUmNOS. THOROUGHLYMRxNrOF OFOF1YI- TOAMa -- '. LOOSELY TILL ENTIRE -BED. TOPREVENTSETRINGBTURBm SOIL x•NIxINJNMIILLH-SEESPECIFlGTIONS- Plan Irregular & Multi -Stem Tree Planting Shrub Planting Groundcover Planting FFOR.NR�IpE�•EUES,6'��Lhra�Tpr�, ��LL���IIWUU�IppLL����ApryO�r�mll�C�At�ITp gLp�,,I�L�N1G 'SEESPECIFIGmON5FOR6AOGrl MIXTIIEANOFE0.nLRAmON. ' SEESPECIFlCATONS FOR a U_ MutTUEANDFERTUEATImI. 1REES TO�REVErIT�I'(�EOSSrvE NOVJEM,m�O NNUP�HaAItAt�E�OR�mEalil H. Plant List Rat Oft SclemiNc Nam Common Name Sim PALMS TREES AR-- 18 IAC& ntlrura Florida Red Mape 12Y 4', 2' CAL ran. AAS ^ 164 IAce rubnaa !Fbrida Red Maoil, 8' OA 1.5" DBH min, C6• ^ 10 cvroe vsnDl o D Jamatan Cane oaN 25q m n.. 6' OA, standard IAE•^ 107 ilea x arlefafa ieobion iFads6on Hak IM. W. 2" CAL mil. ICa^ 6 Ib mate eahow Herr 12k W. 2' CAL min. I08•" 324 Ib etlsi a ID31hoon Hc* B' OA 1.5' DBH min. MG•" 72 Map9bMandlions Southern Mamola 12k 5', 3' DBH mil. MLG•^ 2 Marmia wwWbe Lilt Gem' 1. Gem Macro(a 12N 9, 3' DBH min. Pi 102 Aus elotli dela ;SPWh Florida Slosh Pro 10' OA 2.5" DBH ran. PFd•" 507 Has aiRd dews (South Florida Stash Pie 8' OA 1.5" DBH min. OV•" 144 vrahane iUve Oak 12'-IS'x W, 3' DBH mih. Sp.. 78 t ISabal Pain 10'. 14'. I& CT. Mmoorred teahm TD•^ 65 Taodm dAnc un iBad Crvrvs 1Tx 51, 2.5" DBH mh TRT^ 1 Inrim a r Win Wbrda Thatch Pam W Olt mutt malt full SHRuM%e GRgyndCOVMS Cl-- 290 P,.vwbWras STW Native Green Camosre 24. IB•, full TV-- 2730 lb vommna Sctdlm' i5rokes Dwarf Yalao, Ho► 3M 11r. I6". full MF•^ 289 14Yncarvas fravans Amp--Steft- 36. 20•, fW MUM.- 190 MuNenineree ca ft. Pink Murk Glass 3m 24'x 24' M5•^ 1,210 Mimosa smolosa Sunshine Minosa 1. full Dols PL-^ 1018 P sonabe ►tlarrfDen Bahama WH Coffee 24"x 18', fW 58'^ 3-59D Snamu Is aert Sand Comas 1. 24 .18". full TF- 452 TresecLm fbenN Owed Falmlatchee Glass 3e, 30-Y 24' VO'^ 889 VWrMxm onovatum Dwarf Waters V6hmNm Dwarf 3m 14'x 16". full Zp- 615 Loa rima CDuntle 7Q 20"x 26' •OENOIES FLORIDA NATIVE PLANT MATERIAL 'DENOTES DROUGHT IOLrRANTSPECIES ALL PLANT MATERIAL SHALL BE MINIMUM FLORIDA 41 GRADE PER THE FLORIDA GRADES 8 STANDARDS FOR NURSERY PLANTS 2D22 EDITION Wac iSOD Paralum roablm - Bahia Sod - sold sod- hH tot Landscape Notes Smd .q AS AS AS AS AS AS AS AS AS AS AS AS AS AS 36' OC 24. OC 36, Oc 36' OC 2r OC 30' OC WO: 36' OC 2A' u 36' CC 1. PLANT AND LANDSCAPE MATERIALS SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1. AS GIVEN IN THE GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I & If. AS PREPARED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES. 2. A 3' THICK LAYER OF ORGANIC NON -CYPRESS MULCH SHALL BE APPLIED TO ALL LANDSCAPE AND PLANTING AREAS. 3. ALL INVASIVE EXOTIC VEGETATION TO BE REMOVED FROM DEVELOPMENT AREA. 4. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED THAT IS CAPABLE OF PROVIDING IOD%COVERAGE TO ALL LANDSCAPE AND PLANTING AREAS AND HAVE AN AUTOMATIC MOISTURE SENSOR 5. EXISTING TREES THAT ARE TO REMAIN SHALL BE BARRICADED ACCORDING TO CITY OF STUART ORDINANCES. it. THIS PLAN HAS BEEN DESIGNED TO MEET WITH THE TREE PLANTING REQUIREMENTS CONTAINED WITHIN THE FPL DOCUMENT ENTITLED'PLANT THE RIGHT TREE IN THE RIGHT PLACE.' 7. FOR EXISTING OR PROPOSED UTILITIES, NO TREE SHALL BE PLANTED WHERE N COULD, AT MATURE HEIGHT, CONFLICT WITH OVERHEAD POWER LINES. LARGE TREES [ HEIGHT AT MATURITY OF MORE THAN THIRTY (30) FEET) $HALL BE PLANTED NO CLOSER THAN A HORIZONTAL DISTANCE OF THIRTY (30) FEET FROM THE NEAREST OVERHEAD POWER LINE. MEDIUM HEIGHT TREE [HEIGHT AT MATURITY BETWEEN TWENTY (20) AND THIRTY (30) FEET] SHALL BE OFFSET AT LEAST TWENTY (20) FEET AND SMALL TREES [ HEIGHT AT MATURITY OF LESS THAN (20) FEET I REQUIRE NO OFFSET. 8. NO TREE, SHRUBS, HEDGES OR VINES SHALL BE PLANTED WITHIN FIVE (5) FEET OF ANY EXISTING OR PROPOSED UTILITY POLE, GUY WIRE OR -PAD MOUNTED TRANSFORMER. PALMS SHOULD BE PLANTED AT A DISTANCE EQUAL TO OR GREATER THAN THE AVERAGE FRONT LENGTH PLUS TWO (2) FEET FROM POWER LINES. 9. IF PROTECTED TREES ARE REMOVED WITHOUT A PERMIT OR OTHERWISE IN VIOLATION OF THESE APPROVED PLANS, THE NUMBER OF REQUIRED REPLACEMENT TREE CREDITS IN THE SCHEDULE SHALL BE DOUBLED. IN THIS SCENARIO, ALL CITY OF SEBASTIAN REGULATIONS MUST BE ADDRESSED, INCLUDING BUT NOT LIMITED TO ADDITIONAL TREE REPLACEMENT REQUIREMENTS AND ASSOCIATED FEES FOR WORK WITHOUT A PERMIT. 10. IF ANY TREE FOR WHICH CREDIT WAS GIVEN UNDER THIS DIVISION IS NOT ALIVE AND GROWING THREE YEARS AFTER ALL ASSOCIATED DEVELOPMENT ACTIVITY ON THE PROPERTY IS COMPLETED, IT SHALL BE REMOVED AND REPLACED WITH TREES OF AT LEAST THE SIZE WHICH ORIGINALLY WOULD HAVE BEEN REQUIRED TO BE PLANTED IF SUCH CREDIT HAD NOT BEEN ALLOWED. 11. ENCROACHMENT INTO REQUIRED BUFFERYARDS AND LANDSCAPED AREAS BY VEHICLES. BOATS, MOBILE HOMES OR TRAILERS SHALL NOT BE PERMITTED, AND REQUIRED LANDSCAPED AREAS SHALL NOT BE USED FOR THE STORAGE OR SALE OF MATERIALS OR PRODUCTS OR THE PARKING OF VEHICLES AND EQUIPMENT. 12. REQUIRED LANDSCAPING SHALL BE MAINTAINED 80 AS TO AT ALL TIMES PRESENT HEALTHY, NEAT AND ORDERLY APPEARANCE, FREE OF REFUSE AND DEBRIS. IF VEGETATION WHICH IS REQUIRED TO BE PLANTED DIES IT SHALL BE REPLACED WITH EQUIVALENT VEGETATION. ALL TREES FOR WHICH CREDIT WAS AWARDED AND WHICH SUBSEQUENTLY DIE. SHALL BE REPLACED BY THE REQUISITE NUMBER OF LIVING TREES ACCORDING TO THE STANDARDS ESTABLISHED IN THE CITY OF SEBASTIAN LANDSCAPE CODE. 13. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LfrrER MAINTENANCE SHALL INCLUDE WEEDING, WATERING, FERTILIZING, PRUNING, MOWING, EDGING, MULCHING OR OTHER MAINTENANCE, AS NEEDED AND IN ACCORDANCE WITH ACCEPTABLE HORTICULTURAL PRACTICES. PERPETUAL MAINTENANCE SHALL BE PROVIDED TO PROHIBIT THE REESTABLISHMENT OF HARMFUL EXOTIC SPECIES WITHIN LANDSCAPING AND PRESERVATION AREAS. 14. REGULAR LANDSCAPE MAINTENANCE SHALL BE PROVIDED FOR REPAIR OR REPLACEMENT, WHERE NECESSARY. OF ANY SCREENING OR BUFFERING REQUIRED AS SHOWN ON THIS PLAN. REGULAR LANDSCAPE MAINTENANCE SHALL BE PROVIDED FOR THE REPAIR OR REPLACEMENT OF REQUIRED WALLS, FENCES OR STRUCTURES TO A STRUCTURALLY SOUND CONDITION AS SHOWN ON THIS PLAN. 15. THE PROPERTY OWNER IS RESPONSIBLE FOR REPLACING ANY REQUIRED LANDSCAPING IN EASEMENT AREAS THAT MAY BE DISTURBED BY FUTURE MAINTENANCE 16. COMMERCIAL FERTILIZER USE MUST COMPLY WITH LDC SEC. 50-5.-FLORIDA-FRIENDLY FERTILIZER USE ON URBAN LANDSCAPES. INCLUDING THE PROHIBITED APPLICATION PERIOD OF JUNE 1ST THROUGH SEPTEMBER 30TH CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA, INC. go MCCARTY &ASSOCIAM LAND PLANNING AND DESIGN SIUART a Fr. PIERCE ON 772.3.11.932E wwW.McCartyLandPlanning.L m, MiLctilfM CartyLandP[anning,com e1 C O PRIOR AWN R= W A- C W CL CL M 4) 0 Q 13 i .J VON �Yi.�•` ACRgf•'• 9 ffi:Q La6667190 CZI Who ~ G; * '•. OF FLCRIOt•• Drawn By DMS Checked By MM Scale Drawing Date 2/3/25 6/10/25 8/26/25 10/14/25 L-6 LO553 T1 I aaFaBii� ruMar•NL wtif LOTS?'�-s LOT V Ex. Tree Data pROTEDTET PROPOSED TO BE REMOVED 1,151 P6`}MEN TREEB PROP08ED TO BE REMOVED C30 ABALPALMS TO BE REMOVED 22 jTOTAL E%ISTINOTREECREOITS FROM TREES TO REMAIN in (THIN N0.TIIRAL ARFAB OF DEVELOPEDAREA IrM: iw.. 1'.'HeM ri rr1IW IICkcC IV NL 11 ;aIALEAiB ITNIN DEVELOPED AREA 130 (TOTAL TREES REQUIRED FOR MITITGATION "Mis TOTAL PROPOSED TREES PLANTED FOR MITIGATION 1,215 TOTAL BASAL PALMS REQUIRED FOR MITIGATION 22 TOTAL PROPOSED SABAL PALMS PLANTED FOR MITIGATION 23 BLOCK 584 LOT 19 1 LOT 20 LOT 21 LOT 22 1 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LrT 2e L U I I LOT 18 ------- pyright Co All itlaas, designs. arre,gemank, and plans i deviled pr repremMad by N¢ drawing are ownee by and Ne pmparty M U. designer, re aeelad. awNad, and eav¢lOp¢e forum on and In mnneceon with Ma sped3ed prolWt None of suM id .9r.. ver wlerout the w,or . Plans shall b sad by' rdls Jomd b any person, firm, orwporatl¢n for airy PaR>es- peenlefl n grin. LOT 3 Existing Tree Symbol Legend p _ EX. TREEI PALM NUMBER d DESCRIPTION ' EXTREE/ PALM IN 01MENT AREA TO REMAM -TREEBARRIER w LOT SECONOMY ENTRANCE TRACT JJ -1� (0.14 AC) b , ` rorpFwN.ri�A. ' CALL 48 HOURS BEFORE Scale: 1" = 30'-0" YOU DIG IN FLORIDA 1-800-432-4770 THE Idwl SUNSHWE STATE ONE CALL NORTH 0' IS' 3, 0' OF FLORIDA, INC. 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VANDERBIEST, RL FLORIDA NO. 6667355 DATE: 1 North A 200 Scale:1/4"=1'-011 Roof ON 16'-0"7 o9 TRUSS BEARING 3 East A-200 Scale:1/4" =11-0" IF 2 South A-200 Scale:1/4" =1'.0" 4 West A-200 Scale:1/4" =11-0E Roof ---16. u I LL aTRUSS BEARING CAG ARCHITECTS, LLC. CAG ARCHITECTS, LLC. ltOMR/A lianlAIC.AR.13FIP 4P6S.NEPNNE➢RIVE, SMELL E BEACH FLORIDA 32937 PHONE 1321)3MVV Nlry.n.�gav6mksa Y-4rN m mn.aamma.n...�.me! ¢rC l�Aal-IlmusM.eMa ., awWgaO-bGimrt4X�LLi-kt•6 �k¢P'.Ibl.kws Np k n-pwMmal�W ..bld.rA3Ndptlyklwi it K—fth R RLA— NINE IT 1— 11 06-24-24 JCG H.IE KRL 4f AS SHOWN H19 2NM9- E-010P° 0 : BF669565 i:9]]-0C046C91£f°OE1289DCB /� TOPOGRAPHIC SURVEY SITE ADDRESS CRY OF SEBASTIAN CEMETERY 1921 N. CENTRAL AVENUE SEBASTIAN, FL 32958 VICINITY MAP: NOT TO SCALE PROJECT `1 REPORT OF SURVEY: TYPE OF SURVEY: TOPOGRAPHIC THIS SURVEY PERFORMED BY: • MERIDIAN LAND SURVEYORS LB#89051717 INDIAN RIVER BLVD. SURE 201 VERO BEACH. FLORIDA 32HO PROFESSIONAL SURVEYOR S MAPPER IN RESPONSIBLE CHARGE, BILLY M. MOODY P.S.M. #5338 THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN LL17. FLORIDA ADMINISTRATIVE CODE. ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. THE LAST DATE OF FIELD WORK WAS: IW192024 BUILDING SETBACK LINER, IF SHOWN ME BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. THE BEARINGS, DISTANCES AND STATE PLANE COORDINATES, AS SHOWN. ARE FOR REFERENCE ONLY. THE COORDINATES, AS SHOWN ON THIS MAP, REFER TO STATE PLANE COORDINATES. FLORIDA EAST ZONE, NAM 0 (2011 ADJUSTMENT). • THIS SURVEY DOES NOTCERRFY 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. • UNLESS OTHERWISE INDICATED, FOUND MON.TMENTATION IS UNIDENTIFIED. • THEPARCELOFLAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE -%-PER FLOOD INSURANCE RATE MAP #12081C0103 J. DATED JANUARY 28. ZOZS • THE ELEVATIONS MOMHER80N ME BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF IM. PRIMARY BENCHMARK UTILIZED IS INDIAN RIVER COUNTY MONUMENT SM355002. EL. 11.95-(NAVDW). SITE BENCHMARK IS AS SHOWN. • AODTTONS 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. >P s• {� O ,� '� ASPHALT ^DRIVE m re d 30ID It12707W.PT E•e24P724275 GRAPHIC SCALE IJN—mod I JTm6 - SD IL BET ARK a Im 78 e006 ELY15.06'I19A7D) C ,B3 � �4,-e°• GATE COLUMN 4Po .Y •.� D I eDBGICT PROPIM ' CRF OF 9e2M517AR CLRI61f IPPI R CENTRAL AVDM 111111 l•I M 11E96e N:1270721.32 _ E•LQ3153.1319 5E95634'W 233.71' NORTH Y .NA DI .Wb.70 Coll, REVISION ABBREVIATIONS LEGEND BBB - BUILDING SETBACK LINE FOR M2E CM - CONCRETE NDNUNENT2 - CABLE TV BOX MISS - CONCRETE BLOCK STRUCTURE p (CM) CONCRETE MONUMENT W - CONCRETE MONUMENT ® - CLEAR-OIlT FFE - ED NAYDBB - FINISH FLOOR ELEVATION FOUND NORTH VERTICAL ® CURB INLET DRAINAGE MANHOLE 1MERICAN DATUM 19Ee ELECTRIC BOX EL - ELEVATION � GATE VALVE UP- RC - IRON PIPE IRON ROD & CAP e4 - I.4 - GAS VALVE IRRIGATION VALVE L - LENGTH �- - GUY WIRE - LAND SURVEYING BUSINESS "I 6 14YDRANT IRCN PPE (US (OA) - DED EERALL (o IRON ROD A CAD ONE - OVERHEAD ELECTRIC 1C - Dow PoEr MITERENTERSECION P - PLAT T'OINT OF INTERSECTION POINT E. - PB - PLAT TRIANBOOK ACCESS EASEMENT PLAT BOP( - - SMRARCHMARK E SITE BENCHMARK P- PACE STREET SIGN P.. O.B. - POINT OF BEGINNING Q - SURFACE INLET P.D.C. - FRUIT - POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT 'I. - d&b - TELEPHONE SERVICE TYPICAL ELEVATION FILE- PROFESSIONAL LAND SURVEYOR ® - WATER METER PUII - PROFESSIONAL SURVEYOR & MAPPER ® _ WELL RQ _ RIGHT OF WAY WOOD UTILITY POLE = CHAIN LINK FENCE (C.LF.) SC, - TARP. - SEC'RON TOTM9JIT' O - WOODEN FENCE CATCH BASIN U.D.E.- UTILITYAL DRAINAGE EASEMENT ravGATE COLUMN \ La LTI5 \ ... III ARM •� R•P TOP OF GRATE EL= 11.29- • • 12-R18- ERCP e/e• \,,J INV. EL- 8.64' m 11C ��' .B=I 5414 Ee7331E5471 CATCH BASIN ` a TOP OF CRATE 11.40' EL.. nr 12-R18• FRCP INV. EL.- R57' .^r \ CAICH BASIN _ TOP OF GRATE EL- 9.5Y 12-RI13- ERCP d ,4 •V,a \\ , `i r INV. EL= S91' a a, t 9 Y _ m L• IF b m 1u1; 61T0 �'. N1270151 f De253e8.IN12 §�' p s yam •"�;,2�' P \ 1.7.1 �,\61 ��Y1rya N� \ •a x L..a�J"�yt$•• \ `., .\ , to/x m C IF 11D i9 rya / F, r;g 95z_pl NA°1q TT tIy OTCOMIRIT'YArw�: \ 5 \ \ 3 / 1 DATE CERTIFICATION MERIDIAN PLAT OF SURVEY FOR: PROJECT# DATE: 24-051 e LAND SURVEYORS CITY.OF SEBASTIAN CEMETERY F.B.413 10/2-2/2024 PG. 74 1717IINDIAN RIVER HLVD, SUITE 201 DRAWN BY: NJL VERO BEACH, FL. 32960 LB#6905 1921 N. CENTRAL AVENUE CHECKED BY: NJL E PHONE: 772-794-1213, FAX: 772-794-1096 SEBASTIAN, FL 32958 SCALE: 1"13V EMAIL: 1NFOQMLS-LB6905.COM SHEET I OF I J THIS MAP REPRESENTS AN ACTUAL ON THE GROUND SURVEY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION. THIS MAP AND SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP AND SURVEY COMPLIES WITH THE STANDARDS OF PRACTICE AS CODIFIED IN CHAPTER 472, FLORIDA STATUTES, AND R4 CHAPTER 5J•17 OF THE FLORIDA ADMINISTRATIVE CODE. V .u.r THIS SURVEY IS NOT VA_ h'i17Ea T'if$S9LT6,�TURE AND ORIGINAL RAISED SEAL OF THE FLOR T \'jol ED uOTcJE°..'OR AT#1 MAPPER LISTED BELOW c. SHEET 11 �O"nmmmiido� 10/23/2024 of BJLLYMMOODY PROMMIONALL4A'DSURVJEYOR #5336 I / 1 North A-200 Scale:1/4" =1'-0" oo�� Ilia" — — uuuulL�A, 3 East A-200 Scale:114" =1'-0" Roof z 2 South A-200 Scale:1/4" =1'.0" m W U- 0 ----------ti— - — - — - — - — - — - — - — -- R f U 1R'� Z ._a rl il03 TRUSS BEARING III TRUSS BEARING -J W g - n" � U � W - Z 4 J First Floor Q e W '- - — _ First Floor o -- I FoL"datlo" — — — — — — — — — — — — — — — — i — = — — n' - o" LA- -I (1J i _ 'III—III—=1 I I —III—{ I III I I ICI I I—III=II—III=1 11=III=III—I I=1 1=III=III—III=III—I 11=I I=Fcu"dsticna II I� 1 L �t-1t►�tI1 ttI—I11 1l ti�Itl `tI It�IIt 1 t 1I"MIM 1�---IIt Pfffl- � t—�I�—�fi 1 4• '� � � W � 1 1 1—� I I—� I I——III—I I —III III —I 1 1—f I — I III 1 11 III —III —I I r I—� I—r—� I —I I— LU - 4 West A-200 Scale:114" =1'-0" El r,.h.,th R.'EA.- AR In ET' I- If -ff 06-24-24 JCG I¢IE. KRL -f AS SHOWN 1 suefOO EO Iepe ID: BFSGONe 9334CO 813816E4WI287d:8 TOPOGRAPHIC SURVEY SITE ADDRESS REPORT OF SURVEY: ABBREVIATIONS LEGEND SYLBOLSNOT FORSZE CRY OF 9EBASTIAN CEMETERY B59 - BUILDING SETBACK LINE 1921 N.. -" . - CM - CONCRETE MONUMENT ® - CABLE W BGX SEBAS IANTRALAVENUE C.B.S - CONCRETE BLOCK SUIICTURE SEBASTIAN, FL 32936 THI98UR.ci.e.r�we4:,Jy1. CM - CONCRETE MONUMENT G CLE�OLIT NIIMENT 1 MERIDIAN LAND SURVEYORS LON9051717 INDIAN RIVER BLVD. SURE 201 VERO FFE - FINISH FLOOR ELEVATION ES - CURB INLET BEACH, FLORIDA 32NO FD - FOUND ORMNAGEMANHOLE ' - PROFESSIONAL SURVEYOR A MAPPER IN RESPONSIBLE CHARGE: NAMES - NORT14 AMERICAN VERTICAL ® - ELECTRIC BOX BILLYM.MOODY P,B.M.05338 D ATM 1908 - GATE VALVE EL - ELEVATION w GASvN_VE VICINITY MAP: NOT TOIcF� LE THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OFTHE FILI �,l,r,.a•.,s�.,.ro IP - EON PIPE PO - IRRIGATION VALVE .. _.. _ _. r�� - OF PRACTICE AS CONTAINED IN SJ•1T, FLORIDA ADMINISTRATIVE CODE. RC - RON ROD & CAP F - GUV WILE I L - LENGTH . • HYDRANT • ELEVATIONS AND ..0 : � �:� . i ; .o �. i, HEREON ARE MEASURED IN FEET AND U) - LAND SURVEYING BUSINESS 8 - IRON PPE DECIMAL PARTS THEREOF. D) - DEED - IRON ROD 8 CAP �.v.••• THE LAST DATE OF FIEL,. ••..nA •UI.i: .L. �olaiY. OA) - OVERALL ♦;} LIGHT POST ` ONE - OVERHEAD ELECTRIC - MITERED END SECTION PROJECT BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE (P% - PUT - POINT OF INTERSECTION AREA INFORMATION, BUT ARE NOT CERTIFIED TO. WE SETBACKS MUST BE VERIFIED PRIOR i.�E. _ PEDESTRIAN ACCESS EASEMENT - SANITARYMAN LE TO DESIGN OR CONSTRUCTION. PB PLAT BOOK 1, SITE BENCHMARK • THE BEARINGS, DISTANCES AND m.N.c.'w.cl,Wh�Vlwlh'o. hb SHOWN, ARE FOR REFERENCE �— - STREET SIGN ONLY. P.O.PC - :!.II IC 0 - SURFAGEINLET P.0.C. - f OF - TELEPHONESERVICE ��•..:� -t THE COORDINATES, AS �i �.,� i�, REFER TO STATE PLANE COORONAlEB, FLORIDA PRM - PEiMANFN R i�,I TYPICAL ELEVATION .-.. } . EAST ZONE, HAD 83 (2011 ADJUSTMENTL PIS - RtWESSION 0 ® - WATER METER _Tr - Ej - THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND PLM PROFESSIONAL SURVEYOR & MAPPER WELL R - RIGHT OF WAY C% - WOOD UTILITY POLE IMPROVEMENTS: UTILITIES. FOUNDATIONS. ORENCROACHMENTS. EXCEPTAS SHOWN, _ '�'0. '1J ,•� SECTI �.—a WOODENF FENCE IC.L.F.) [ NO INSTRUMENTS OF RECORD REOARDMO EASEMENT& RIGHT-OF-WAYS, OR OVANERSHIP SC. _ TOWNSHIP O - WOODEN FENCE V WERE SUPPLIED TO THI98VRVEVOR, EXCEPTAS SHOWN, TTT'P. TDMNSNP ® GITCH BASIN U.0.E. - UTILITY R DRAINAGE EASEMENT _.ii.,_.,..n�...,POUND MONUMENTATION IS UNIDENTIFIED. THE PARCEL OF LAND SHOYM HEREON APPEARS TO BE IN FLOOD ZONE'X' PER FLOOD INSURANCE RATE MAP N12MIC0103 J, DATED JANUARY 26. 2023, • THE ELEVATIONS SHOWN HEREON ARE BIASED ON THE NORTH AMERICAN VERTICAL DATUM(NAVD)OF1988. PRIMARY BENCHMARK UTILIZED IS INDIAN RIVER COUNTY MONUMENTBM355IM. FL, IIXF (MVIY414 SITE BENCHMARK IS AS SHOWN. • ADDITIONS OR DEL.:. _,.. MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY CR PARTES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. p La BEF a BiO \ \ 9L-830&05'(KAVD) J cm JIIB FLAIR y0 •'t4. .i UVADIG "iD.- 7.eF i`•P 'pp a 4 ,c0 � f., Ail ' e P K ;o .rye_ �B•" f "rb1 V4, -ry• N \ J N\_.�i 'C : �� 'P• rau pp •y:6 ,e•• ,e4 't r y GATE COLUMN � r 9 1•`�' 3 6' q TP _' TO �� 4 , � .�,• m� ,i ny - • �eiD , sr `, � 'm ASPHALT, DRIVE S� �� 1 �7e �.r, ay `•'a vw N \ `' , a ,e./ \ GATE COWMN ';h 3 \ . \� m b/e' SOu Lae CATCH BASIN o� W OF GRATE 0L I-V OF SIBTY.T P71OPERTY INV. EL- 0 .6•,9 .1 ER m e/s• HE INA' tan or ®MKAN CORimf 10750 fa21�3MLn SENSE N:12710100I C 621 A:F•.P A� CATCH BASIN `•r y .,, •,�"'"'•�•�•�� TOP OF GRATE EL'11ERCP CATCH BASIN .00' •'T d.,`�.," 1t14 12•.18' INV, EL- 9.57' •^ TOP OF GRATE EL.- 9.511 12'.18' ERCP INV, EL, &95' ` ai•1 A 2 L ,s.o�r i B A Y3 d° a m r a s v£ 11,12701154,10 E8253B&M2 �� e`,�V,t ,,dA• P ' 40'!•I /. ImID Ate• cY M1270701.32 DtT2511M.1318 4'S'{45 W 2 +jam IEI2TGTe DeY4Y22422O229 ' SRMV34'W 233.71'IF � A Farr DY ` w ¢4 t �y5 Y -/\ Y\✓/ n'T9 TT SANITARY El.- T\ Y��Sy 1BL 1l r16 OP OFCOWR l.- MOW # REVISION DATE N. GRAPHIC SCALE � — — cERnFlcAnoN m 1m Th.­­ — nca a AN ACTUAL ON THE GROUND SURVEY PERFORMED BY ME OR UNDER MY w DIRECT SUPERVISION. THIS MAP AND SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP AND SURVEY COMPLIES WITH THE STANDARDS OF PRACTICE AS CODIFIED IN 1 ( IN FIST) CHAPTER 472, FLORIDA STATUTES, AND IN CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE. 3 inch - 30 JL _ — — — NORTH I l\pQllOUffjry//G 1 _ THIS SURVEY IS NOT VA�L).`h'IT1.L51iT i " S,.T IvnL WVU Ur3lMKAl RAISED w w PLAT OFaullU�t rUrt: PROJECT# 24-051 SEAL OF THE FLORIDA�EN:E03UI?17=ArTMAPPERLISTEDBELOW EyEFR�j��pp�Q�y DATE: PG.74 za _ SHEET LAND �lJ-dTiEYGi CITY.OF SEBA5TIAN CEMETERY F.B.413 PG.74.,.-.,... ,F DRAWN BY: NJL 1717 INDIAN RIVER BLVD, S1J1TE 201 J 9� I,`_...L. VERO BEACH, FL. 32960 LB06905 1921 N. CENTRAL AVENUE CHECKED BY: NJL /� ..J PHONE: 772-794-1213, FAX: 772-794-1096 SEBA5TIAN, FL 32858 SCALE: 1•-3p '0jpjmD ttp\\�\�� zo/zT/zoz4 Of EMAIL: INFO@MLS-LB6905.COM ,iHEET I OF 1 -" �1C-p ,�,'y' B/LLYM.MOODY JW&T&SJONALLANDtU &YIN #M6 SITE PLAN FOR CITY OF SEBASTIAN CEMETERY VICINITY MAP mMINO�q \ [aI+0. za+wG Ps ITC LAND ISE:INS COS \ ZOMNGRM-S \- lANO USEL4T \ ,CITY OF SEBASTIAN COASWT R \ \ I \ wr•eR y`; LAND W^E:RM ING: E I \ IANING LOCATION MAP ! Hnk ITC _ COS 10-1 . ■fi 4 IRC 441I�w4M�414��•4 OS 4M���4MI 1L \ SITE W \ s KnuwwhatYbebW. Call before you dig. MAINTENANCE BUILDING SECTION 30, TOWNSHIP 33 SOUTH, RANGE 38 EAST CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA i J 0 SITE DATA APPUCANTIOWMR. CITY OF SEWSTAN 12I5 MAN STREET SE WSTMN. FLORRM;17966 OI7 snaam ENGINEER: SCNULME BTILEANDSTOWARO.LLC 111111E1UN RIVED K"LIWARD SUITE AR WE BEACK FLOWOA mwo ant TJ01Cn SURVEYOR: NERIDIANLANDIURVEWATS. WC LBO 1T171MM RIVER BOULEVARD. SUITE WI 'NERD SFAOK il_ORICA D%O !7n) M 1213 WE LDCA11ON- M21N.CENTRALAVENUE SEBASTIAN FL33168 TAY 1.0-M 'L3870D00iWDOTOGWOD1 FLOOOZONE: THE PARM OF LAND SHOWN HEREON APPEARS TG w.N rUWA 7ONE''r PFR FI.TCD INSURAM:E RATE MAP I17061CA10T J. DAMD.LkNuARY IY 2O3 OR018 AREA 906 AC, IGIMI AREA OF CEMETERYI DEVELOPEDAREA: ASAC. ZONING: RE LAND WE NSI'TMONAL REQUIRED PERMITS \ CRY OF SEBASTIAN 611E PIANAPPROVAL LAND O EARIN O PERMIT TREE REMOVAL STTRMWAT%R PERMIT DE-WATERNn PFRMIT DEMO PERMIT R-0 DRIVEWAY FD.E P. NOTICE OF IMENT TO WE GENERIC PEFM11 lG14N'PI ERP- ID2 CERTIFICATION POOR BEPOC SYSTEM ABAMNJNMENR'Q PK vI I:nnN 1J1 0 PRFDEIIOIIIION •' Q•THERE 16MIHECOHD CF SEPTIC TAM(ADANDONME FORTNEEKISTNOSTRIDTLJREAT1921 N CENTRALAVE. IFTNETANK HAS BEEN ABANDONED MHOUFPERWT,AFIER-THEFACT PERMITTING WILL SE REQUIRED AND DOCUMENTATION SUCHAS PUMP OUT. DISPOSAL RECEIPTS, ETC WALLBEREOUPM TO DBMONSWATE COMPLIANCE•MTHTNEABANDONMEJTREOUIPEMENr3 FOUND IN CHI.624FAO Q-CONTACT CHARLESVOGT, ENJIROMNENTALSPECOWSTWITH FDOH AT(7T47IM-MOTO DISCUSS WHAT S REQUIRED TO BEGIN THE PE114)EMOLRIONAPPLOATKIN MDAPPRONAL PROCESS. 1 GENERAL NOTES 1. SUBMITTALAS0�5pJ�sJNI1��q NP-F�DBTeAeM LIINSTRINN.THECON7RAC70RSHALL..B TPRODUCT.AINTHEFORMOF MANUFACTURERW CUT SHEETS AND CATAL03 DATA FOR ALL PRODUCTS, MATERIAL AND EQUIPMENT CLEARLY INDICATING THE SPECIFIC PART OR PRODUCT CATALOG NUMBERM FOR APPROVAL 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRODUCTS. MATERIALS AND EQUIPMENT RBOUIRED TO BE FABRICATED. OR WHEN STANDARD PUBLISHED PRODUCT DATA 16 NOT SUITABLE FOR USE. 3. SUBMIT B COPIES OF REQUESTED INFORMATION. NEATLY BOUND AND WDEJED PER CATEGORY FOR THE FOLLOWING: A UTILITIES: A L PIPE. FTTRNGS. VALVES,DTIER MISCELLANEOUS APPURTENANCES, CONTROLS, PUMP STATION EQUIPMENT, COMPONENTS AND STRUCTURES. AND ALL OTHER VrIUW SYSTEM PRODUCTS. MATERIALS AND COMPONENTS AND SIMILAR CONTROLS. B. DRAINAGE AIL PIPE, FITTINGS. AND COMPONENTS THEREOF, STRUCTURES. FRAMES, GRATES, LOS. GASKETS,FA67ENERS, COUPUNGS AND SIMILAR, AND ALL OTHER DRAINAGE SYSTEM PRODUCTS, MATDRIALR, AND COMMNENT3 AND SIMILAR CONTROLS. G, PAVINGANDGRAUIND: FOOT CERTIFICATIONS "DUB ANALYS6WESULTS FOR PAVEMENT, BASE, SUBGRADE, ANDFlLL MATERIALS. INCLUDE EVIDENCE (CERTIFICATIONS) THATTHE MATERIALS PROPOSEDTO BE USED MEETOR EXCEED F00T SPECIFICATIONS AND THE CONTRACT DOCUMENTS. D. SIGNING ANOPAVENEM MARKING SIGNAND PAVEMENT MARKING PRODUCTS AND MATERIALS, AND EVIDENCE THAT THE PRODUCTS AND MATERIALS PROPOSEDTO BE USED MEET OR EXCEED REQUIREMENTS SPECIFIED IN THE CONTRACT DOCUMENTS. LOCAL ENGINEERING DEPARTMENT. MUTCO AND FOOT SPECIFICATION& E IRRIGATOY. ALL PIPE.FRTWOS, VALVE&O EN71 RAND STRUCTURES, APPURTENANCES, UONTRDL3.PUMP STATION EQUIPMENT.CONPONFWIBANDSTRUCTURES, AND ALL OTHER UTILITY S,AN SYSTEM OTHER PRODUCTS. SOURCES, THE ONTRACT RSAND SIMILARMITCONTROLS,WELLS,RDOTION DR IIS NDMTCN SOURCE& THE CONTRACTOR LOCATION SHALL SLSYR I N TIN SLATONNDA R LINTON ORAWINF- WdCATNGCELL.PUMP. C PROPOSEDOR VAINLINES,SECONND VAUNE3,HEAD LOCATIONS. WELL SHOULD CLEARLY D PANEL SENSADJUSTMENTS O R CHANGES AND VALVE LOCATIONS. THISCON ORAWID SHOULD THELYDEPICT ASHALL IN MSON CHANGES THE CONTRACTOR PROP08R MANUFACTURER. ORAVNNOS SHALL INDICATE ALL FRDINSED SUBSTOIITIOK9 OF SAE. YATEIIAL, ANDICIR SAW FACTUREO A ALLOWMO WEINEER WILL Nat BE AERTOCOYPIETE REVIEWOFDELAYS RELATED DATA ED TODELOP TRANSMISSION ENGINEER WILLNOTEEONCEINRISLEFOR PROJECTTENGIRELATEDTOOfITEMS NL TEGUMING &OGLE TIMESHOUONCEINSMITT DA F119 LEFT ENOWBEN90FFKE.fTEM18 RHE CONGA LONG LSAT TIME SHOULD BE P INCICTEO S I SOCK A6 P0591BLE, 6, TleNao' TIACTO FYINGT REVIEWOE SUBMIT INOGTMTTSN OF WANDPRODUCTS, APPROVAL MEASUREMENTS OR AND FE CONSTRUCTION COON CRITER&ANDCALVENATIONIOF H PNFORMATIFIELDHIN THE SUBMIT ANTFIELDCONSTRUCTION EWO AN OCOONTRACr DOCUMENTS. INFORMATION WITHIN THE SUBMITTAL WITH RIEQUIREME FOOFNNE SIGN ANDOFCONTRACTDOCUMENTS, INCLUDINGPLANS AND SPECIFICATIONS OF OTHER DESIGN PROFESSIONAL. (IE: ARCHITECT, MECHANICAL, ELECTRICAL AND B1RUCl1AAL ENGINEERS). 8 TESTING I WkTEk PRESSURE(UAW ANDTAPS). BACTERIOLOGICAL BACKFlLL DENSITIES, BApDI.ONPREVENTOR TES'TSAND CERTBICATLN AND AS PER PROJECT SPECIFICATIONS. LOCAL LFnLME8 DEPARTMENT. AND Fg5REQUIREXIENTS. TV, AND 2 _ �PROJECTSPECIFICATIM,COVBANDPDEPREOLYRENENR.�TAPS) UFTBTARON START -NIP, D. DRANAGE: EXFA. UJAPINO (FE.M.AND BAW LL DENSITIES PER PROJECT SPECIFICATIONS AND LOCAL ENGINEER W 0 REQUIREMENTS. A EARTNNJORKd Pl:VING UEN6ffE6.lBNYl AND FBV6A6 PER P110ECTSPECIFlCATONSAND LOCAL ENGINEERING REQM:EMENT6. 5. SUBMIT ALL TEST RESULTS FOR ENGNEERIM REVIEWNIHN 3UAYS OF TESTING. FAILURE TOPROVIDE TAT RESULTS. OR PROVIDING FAILING TEST RESULTS VALLM GROUNDS FOR RE.ECTON OF WORKANO DELAYANDVOR REJECMN OF MY REUMSTAPPLICATON& C. ASBUILT3 1. GRADING: LOCATION AND ELEVATION OF ALL CONCRETE AND PAVEMENT IVEHCLE USE AND PEDESTRIAN USE IMPROVEMENTS) AT HVIDW POINTS, EDGE OF PAVEMENT'. AND CENTERLINE AT SS ON CENTERAND AT CHANCE OF DIRECTION, GRADE BREAKS; PROPERTY UNITS (CROSS SECTIONS BY ON CENTER): TOP OF BANK ANDT.O.E OF SLOPE ANDIOR CENTERUNE OF SWALES AND RETENTION AREAS; CROSS SECTIONS W ON CENTER ON STORMVNTER LARES FROMTOP TO BOTTOM; MECHANICAL PADS AND FINISHED FLOOR ELEVAIUoW DETAILED LOCATION ANDTOPOORAPHY OF DRIVEWAY TURNOUTS. 2. "L.E1 IAFR F_(t&:MAN3 LOCATION, TOP ELEVATON AND STATE PLANE COORDINATES AT ALL NTIN VES, GES OF DIRECTION AND AT ISSN ON CENTER. 3. GRAVITY SEWER: . SEWER STRUCTURES: DIAMETER OR SIZE. AND LOCATION AND ELEVATION OF STRUCTURES, TOP, SOTTOM& AND SEWER INVERTS. -MANS ANOLA7ERAL3: LOCATIONAND INVERT ELEVATIONS AT CONNECTIONS, FT MGS. AND TERMINATION. - LIFT STATIONS: HORIZONTALLAYOUTAND LOCATION OFALL EQUIPMENT, PANELS, VAULTS, WET WELL, VALVES: LOCATONOF CONCUR RUNS AND WIATER SERWCENH09E 8188: LOCATION AND INVERT ELEVATIONS OF GRAVITYANDFONCE MANS NAND FROM UPT STATION; WET WELLDIAMI TER, TOP AND BOTTOM ELEVATIONS; PUMP(S)SI7E, TYPE. OSCIAAGE DAMETER, MANUFACTURER AND MODEL 9. 4 OHAINAGMALLSTRUCTLRES DIAMETER OR SIZE,LOCATION. ANDELEVATION OFTOP. BOTTON,ANO INVERT ELEVATIONS. ALL WPE9, CMMETER, TYPEINUXTERMI, LOCATION AND INVERT ELEVATION AT CONNECTIONS, FITTINGS. AND TERMINATION PONTS. S. IRRKSATON: ALL LINES, SYSTEM EDLJNWMT COMPONENTS, MATERIALS INCLUDING PIPES. VALVES, FlFl WO& SPPoHOER HEADS, AND MISCELLANEOUS APPURTENANCES. MANUALSO1OPRATOOAELLNPO:WEDHEMERVMHOPERATIOAND MAINTENANCE MANUALS FOR ALL OPERABLE SO LIPMENT (PUMP STATONSAND CONTROL& AUTOMATIC CONTROL VALVES, AND OTHER AUTOMATED EOU WENT: CONTROL PANELS. ETCH. 2 OPERATONAND MAINTENANCE MANUALS SHALL BE SUBMITTED AS A PRE:EOUVTE TO THE PROJECT BE W G DEEMED SUBSTANTIFILV COMPLETE E.WAARANTY THEDS AS SPECIFIED OR SHALL THE CONTRACT ALL WARRANTIES, AND PIE MITCO ,OWNMIES.AUTOYYANIIAIITY BONDS A9 SPECIFIEDINTIECONTRACT DOCUMENTS AND SEWECONdTHESI IIASIRUq OJSUTY COUNTENANCE BOND- FOR ALL PUBLIC WATER AND SEWERIlIIL11153INFIHA81R11ClURE- Rb%OFCONGNAT VAWE7 WrRASTRUCT U (25%OFCE BOND - CONTRACT VA AIl PANWO. GRADING, AND d2ANWE IMPROVEMENTS AUTO IiRASTRIICTILRE RS%OFCONTRACT VALUE) 4. OWNER TRAINING THE CONTRACTOR SHALL INCLUDE 2 HOURS OF OWNER TRAINING (FOR EACH WATER, SEWER, DRAINAGE, ANC) IRRIOATION SYSTEMS) FOR ALL OPERABLE EQUIPMENT AND SHALL INCLUDE THE TIME FOR INITIAL ADJUSTMENTS OF EQUIPMENT AND TW E FOR ONE FOLLdWOP VISIT AND ST \ ADXYEWS OF EQUPMEW W DAYS AF-TER END USER HAD OPERATIONAL TIME WITH THE EQUIPMENT SCHULKE, BITTLE & STODDARD, L.L.C. CIVIL & STRUCTURAL ENGINEERING -LAND PLANNING- ENVIRONMENTAL PERM/TTING CERTIFICATION OF AUTHORIZATION NO.: 00008668 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com Sheet List Table Sheet Sheet Title Number C-000 COVER C-001 AERIAL C-200 EXISTING CONDITIONS C-201 SOIL BORINGS GEOTECHNICAL REPORT C-300 STORM WATER POLLUTION PREVENTION PLAN C-301 STORM WATER POLLUTION PREVENTION PLAN DETAILS C-400 SITE PLAN C-401 SITE PLAN DETAILS C-500 PAVING, GRADING, DRAINAGE AND UTILITY PLAN C-501 PAVING, GRADING, UTILITY AND DRAINAGE DETAILS - I C-502 PAVING, GRADING, UTILITY AND DRAINAGE DETAILS - II C-603 SECTIONS C-504 STANDARD UTILITIES DETAILS C-600 LANDSCAPING PLAN ATTACHED / UNDER SEPARATE COVER: BOUNDARY AND TOPO SURVEY (BY OTHERS) T Signed by: MARK R ` DATE I—A•°E1MK:rIIi CIE'RTIFICATION. 1 RM®)kK COB (XIWlNTO 9MR5 .ATL L' JLLHJHL�I DATE: 10/27/202$ o,pyF�1 B(�A pEG. JDUAX & 61111E. P E nE. PEQ W s73�YB O VALLMNP STODDARD. MD.. P E REG, NO 576H J MNQ4-IQB COS Seb=bC C—y BU"nPIPmEu PImlGns &V. W4 N 11.U"AR1. Di F- l e�$o o n COS CEMETERY 1921 N. CENTRAL AVENUE o - SEBASTIAN, FL INDIAN RIVER COUNTY i • i L SCHULKE, BITTLE & STODDARD, L.L.C.' .•.,ate AERIAL CML a S7RUC7URAL ENGINEERING •LAND PLANNING • ENVIRONMENTAL PERMlTRNC W e,.t CERTIFICATION OF AUTHORIZATION NO.: 00008668 pna, 1717 INDIAN RIVER BLVD., SURE 201 VERO BEACH. FLORIDA 32960 m� TEL 772 ! 770-9622 FAX 7721770-9496 EMAIL info sbsengineers.mm s \\ 24" OAK �s` 'C \ • IRC OS _••�•� Kam•• ••� \i`�i•�••�•Y�••����••�•G.•�••�••�••�•���•�••�••• \ \ I N \ \ 2B♦\OAK \\\ � \ \\`'�. a0 \ \ 0]LIVEBTON68 �\ \ / \ \ LH 8 O6N \ \ TT__IrCCDT \ � •^\ \\\ \ � � : = nN• \\ \°�.,F. \ LRNNOU E:RM COMPACTOR TO LOCATE �q'% EXIBTNIE BEPTCTANKANO Ja1'r�/ //\ .•P \ \ `� \ GRAIN FIELD, ANDABAH90N \\ i1' \\ \\ 4 .y/ \\\ \ IN ACCOOSSPTICTNKAND w+ O OUIREMENT9.CONTRACTDR // \\ / \\ Qs� \ TO OBTAIN PHiMN FltOY OOH \ . J � \.Ff \ J \ \ \ \ \\ Eryj A///♦ �� \� 0(N7R hCTOR TD CSTAIM \ \ / 0•, OAK FERurr FROY D.a.N. TO \ \ 9 A \ �y�� Aa�mNTNEwELL y ` \ \ \ f [XJ9TIN0 WATEA METER \\ \ tPy \\f1a \ / ALLSTRUCTURES AND \ _{ \\ t4 REPLACED) \\ GtT \ \ ' CONCRETETOBE �p OEYOl15HED DC2.W,2 .01 Ar CONO PAD EXISTING CEMETERY d v \ \ \ ' / y / / \� r " d 1 MAINTENANCE BINIDINb \ I ° \ ° \d\K°\// v I F.F.EL.17.69(HAW1 \ 'vv 7< \ \ \ \ r- - L _ I, \ GRAVE 6'T01E6 d ° hV _- •°O .� LIGHT& /JJJ1 �° ° • ° `\ yy\}}\tea,, „(' \ \ .� \\ _ ^ \ 1MR80F fKV[L[FMEM TB NOTAfiONNOARY 11NE C �K DW.IIA.I \\ 2d.\OAK — ` \ 1o' s n ° v MAGNI%lA .. / A. (/ ----„9-----------------°t'�---------- —g'—"- -----y---- —`�.`� `\ '.:. \ op \f -------------------^'- - - - - - - - - ls- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _\ \ qJ apY PRDJECTIFFORMATION APPUOWTOWNER: CITYOFSEBABTIAN 1725 LAM ET. SEBASTIAN. FLORIN 92168 TEL: 7TJJ4164= FAX: 7Tl-581-010 ENSINEER; SCHLLNE. BITTIE 6 STODDARD. LLO. 1717INMAN RIVER BOULEVARD, SUITE XI VERO BEACH, FLORIDA 37BBD TEL: 77 ]-7)GBB]] FAX M-TT04M6 SURVEYOR: MERIOLW LANDSIAVEYOR 1117INDIAN RIVER BOULEVARM VEROREACH, FLORIDA 979110 TFL;-]SI-1]19 PROPOSED USE OFFICE 6 MAINTENANCE BUILDING STREETADDRESS 1021 N. CENTRALAVENUE SEBASTIAN. R. 92956 PROPERTY TAX IO NUMI )O8W0000DBDW W W00.1 ZONING PS GRAPHIC SCALE q 0 • • ( IN FEET ) L inch - 10 FL INSTITUTIONAL flAEMPA-RLOGEML LAND N HERE014 APPEARS TO BEINFLOOD 20PER FLOOD INSURANCERATE MAP 212D1C0109 J. DATED ANUARY N. 2071, PROPOSED MAINT. FM1RY C T S��E911 111U — OROSSAREA: B. W AC. (GRCSB AREA OF CEMETERY) DEVELOPEDARFA: .f6AC. EXISTING SITE CONDITIONS: OFFINTENANICE SULDINGANDRIVEWAY, SIDEWAIXB AND PLANTERS __ SCHEDULE CONSTRUCTION START. B7J6 CONSTRUCTION FINISH: 20 •CONSTRUCTIONACTIV ESLIMITEDT4 MONDAY • FRIDAY: T.W AM •T.W PM SATURDAYISUNDAY: SW AM-6.90 FM DEMOLITIONOTES: NA raaECrwW. 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Muo�`w •nv uwaEau NM•w®wire •Pm,rwauAT�mass rnnAl MOTE: LANDCLEARING 1 w a•wr.•oR mnw•cN«Iaoncl•a oalNTuww?i•�IFm IN w ueer� ��oE*ATe•emnrnaxsl.Eewu�wR..En m Eixo'Ram•Nw.M:wumEOR �vx]FR'�"�anw m `p`Be�G°E1ENr. 0 (.D Z ZO in F w0 U %�1 signed by: 13 p w:d•y: r io11lI _ _'P,�F"wl'�I 10/27/2025 C-200 J�OCM1 109�� C—"BWxnplPiud,tlm gWlgipn PLmgrau jft 4M/GV5 I J9 MA .M FH 111 It s s p gE a a i B $ fr aFy a o li f $6'�€ 3aa� �spf I aR a[ �aaJ �� EIrP# I!• ail j 8 4 >f @ } es " s: - S ae g za a i frPIC �a $5 :�1 p � 5_ � 3� ss.• ? a � Ec�� $lit � S a S c4 .% s39ag 2¢¢a sama- Sep`• F�d mg pqf gggg g "aat Ila s gg •� gg ��� S a Y g, �� i & 8$a S a 8y t 111. or � a 8 a $% $ a 98 lei P •� g j I '3i It-' ig� 3$ ¢gg�•9 .8.�s s �� g $ `.� a a g �' 1 a y[yg7{ g .E ,•�� ii 6 � Ba ��a da�'w $8AY � 64� b S� � ES Z id 1d�5 •MUM �L� g�aP� � � p* 3 �1, �j� L A fix New! a ell el z���aa a �' a� �$zad a<s: I!. 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CENTRAL AVENUE SOIL BORINGS I CK & STRUCTURAL ENGINEERING • LAND PLONING • EWRONMFJJIAL PfRM!]71NG o SEBASTIAN, FL GEOTECHNICAL REPORT CENTIFICATION OF AUIHO90ATION NO.: 00008666 C was INDIAN RIVER COUNTY 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA's2960 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL inTogsbsengineem.eom ..- \ \\ 24" OAK > \ 28�, r Y 4 \\ 1\ \\ \ \ \ IRC �i�b•ri�N�b��u�•i����i• O i•�•b�H �•i�b•�N�ii _ \ \ SET 5/6-CH 8"CTRCXARK \??? \ \ 41 NSTALL SILT FENCE 014 Ile r 0" OAK ; '`°vy \\ \ A�M�T0.p 1908TiNG WATER LETEA ROEEREPM)AND7PZ i BUILDING TdflEREMQyED \ �yG \\ %CONCRETE PAD TO BE REMOVEEN �7 ; NY % \\ \� \\\ `®PdN4TRUCTgN-11R�FORACMC.'.S , `-- / \\ GrV.0`MATERWL9.1RA�N.ETG. \ \ \ a°I'C ( '�•— DUMPS PORTMIET A-- d ° EDST1 GRAYE57MEG C a IIDxT POD L I DRIVEWAY IV 9Si BE REMOVED ✓ �^ \ \ WAIII <, 4, 18" OAK AA \ \ \ 99 • d \ 2a" OAK /J ¢� PLANTER BOXES TO \ \ \\ \ \ BE REMOVED MAGNOLIA / SOLLARDS TO BE REMOVED I INSTALL SILT FENCE SIDEWALK TO BE REMOVED ; \\ 'A•" � a" op\ \\\ \ REMOVE SIGN \\\ --- -----------------A — — — — — — — — — — — — — — — — — =h--------------- m .Ps rAay nAao \ ` yv INS �NaT PLAN PR'cPNUTLX2 ,. Twa Pun dedxauvPRLrAREo er THE DwexseA;F�.TMs PLAN Wu1L urneAVAEAn.E ro 4abFN,a,OR� M. pM6 YNN�ir�6l�xaT IXMeDCl.R3K�•HT�WMT�i✓E rT'.i T rEwmT dNTRA�Tdi TO FOR. d1NNiE.Yd)PY.A9 rtpHY8 NECE8EARYFM Cd@WNlfWI111F9EY PL-0IAATId6, PERLMTCdDllld,e. AIDAEREOURED FCR d)MIUCYdlTOEIdiTE CERRFCATCN 9EWNL aPFn mm�,aYxmw meo euPa�ancne x�LT W+xaetfNTRA 1C,MnN.xMYYxaatYwLW r 2TnEF41ANINOCEATFlCATgN 9W.LE bFYEC EY TNEEMItt ICCNIWCTCRIR�PONNb.E FCRSxPP PLAN IYREYEMATDN; Nomr ROROr1ffe+aCvSxHEw.vO M TTNI", aYlAwanagLLT 4Tma..awcu AsrMF.aPwgmArA MXA. 1 TiIPTDN OFWgtW NAME MR— TCERIIFY WCER PBIALTY pFUW IIYT TNB WCWEMAHOIIIATTACNYBRSNCRE RIIPAREp U1DERW TITLE 4 41.E NdIRAf IOR DM 6WERNSDN N ACCdEUIId! INTH AETETEM O6LdE0 TO ASSLRE TfNTCIMUFIED RIAMEA�,�.9 PXCNEI NA4E5X3NATUXE DATE TOCERTIFICAIIOX w�pcpwmi TNmpPFik x oxgixhaixiie P ERS—ERBdNELPRCiEPLYOATIERECANC EVAIWTEDTME nFCRI4TCN5l8Wf1EP 845Bl OXWXGPRYCi 6�C MFC �IdA YMRx¢FnW THEP 90 ell PE —s VA1D MNIWETHE 6YefE11, OR TxDEE PEREd•DIFIRLY RE•NNYNE Fdl MIXEWNOl1E NFORYAlE1N.TNE NFdtl4TICn YlE1TEG p.Tblll E9TOFYYpgNlLp6E N10191EF 4 a�RR4�RORbaaTa'fx1F8°E��MO1F� TRIE, ACIXIMT6AlDODIPLEIE.I ANAWMETXATNFJKAREb13NFlCAM PENAITFBFOR RlEY1T1F10 FALBEiKdNNTIdI,NdAIdNOT1E PCEEIbL11YUF FNEAlD1YFPo90NM@R FUR gIfNipi WLATd6' ,. canawo, , aaaTP: v�aR� ewY.r m, ar.vo B1' y� �T•aMEoNnmFFAou�i. �a,.uma, gwnyu M www`rEw �icx'b'F'wa�ioio,n®ernuwm+�rawaa�x�bcTiowr"�`rors�iaaunooxoa �'* I 5 -- AvaouucewLr WNTeY P.rf«, o a .�.NwR>aNAxFR awroFiwa uweunaw.a ecnwi.rmurea.rmnna.urwnA GRAPHIC SCALE 4 P m (m regr ) I inch = 10 M Signed by, 2 v { a a CL 3 to W 7 Z r W z Z —j Cl 0 4 LaI a LLI W Z Ld U W U LnUm0: UZU)Q _ 0 N � Ll 'oXIL S 4ulCi C-300 I 2p•« E - POSFOPIONS. NAX V10002-1?YIN. DLL _ f—I OM I. = omoNAL Posr -- PE P0Er r L OAK 1-U270-1? POBTTIONS " -- aLL ON (CANTED 2W STEEL I.]]UTShT. MIN. TEEO FLOW] -1 B 1 A IARRC (IN - FILTER FABRIC =014WWCEWTH ELEVATION sEC MF OUT SECTION SPEC) NOTES. SIIT FTNC€ TO BE PAN FM MOM INS CONTRACT UNIT PRICE FOR STAKED SILT FENCE (L.FJ TYPE III SILT FENCE HOSE SPACING D DITYPE III FENCE TO E IN ACCORDANCE NTH CFMRT I. O SHEET) R ]AMCET2O TCH SUITN.LATIONSATORAINAGE BTRUOTIRRE59HEET20F ] IWE III SLLTMNCE PROTECTENAROUNO DITCH BOTTOM INLETS DO NOT DEPLOY IN A MANNER THAT SLLT FENCES WILLAU AS A DMMACROSS PERMANENT RCMO WATERCOURSES. SILT FEN ES ARE TO BE USED AT UPLAND LOCATENSAND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER SILT FENCE APPLICATIONS-N.T.S. MOOE3: EXTRA STRENGTH FILTER STEEL OR 1. SILT FENCE SHALLBE PLACED FABRIC NE1aTEDNAn10UTWMMR WOOD POST - ONSLOPE CONTOURS TO MEN SUPPORT _ MAXIMIZE PO DING EFFICIENCY. ATIAGIPILTERFALWK 2 INSPECT AND REPAIR FENCE SECURELY IOu"WEAMSIOE MC - OF WOSi AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ME WEARY. PMAXIMUM RECOMMENDED STORAGE �O1y HEIGHT. 1 REMOVEDSEDIMENT SIMLSE DEPOSITED TORN AREATHAT E' MAXIMUM SPACING WITH WIRE WILL NOT CONTRIBUTE 6UPPCHT FENCE. S MAXWUM SEDIMENTOFFSITEANDCAN SPPPORTF NC.VMABSUPPOtT BE PERMANENTLY STABILIZED PENCE 6TEELOR NMXE POST ]6' HKRI MAX PONCU- HEIGHT PONDINO XEIOHT m FLOW PLOW I'M TRENCH VRTIR MN DIUINITOOIK COMPACTEDBApFAL TRENCH DETAIL INSTALLATION WITHOUT TRENCHING TYPE IV SILT FENCE-N.T.S. EI TIRE REINFORCED STAKEDANJ TRENCHED SILT FENCE RU�11PwFFE � i TYP. DOUBLE ROW STAKED SILT FENCE FOR USE AROUND WETLANDS-N.T S. AnFMRTIWw WR12-r.2•.A' Md..ek--' SMkw P.r BLM. nFSN _ CVrbBGVl4 573' COMPLETED INLFT DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES FRAME T rxN• v.DDd FRAME CROSS BRACE it ~ GATHER I' EXCESS by EXOESSATCOREAS / DROP INLET WTTXGRAIE -- zxr NwD FRAME VIEW OF FRAME WITHOUT VIEW OF FRAME WITH $ILT FENCE SILT FENCE Sx2• STAIR FABRE O SILT FENCE INLET PROTECTION-N.T.S. - All turbidity. erosion. and sedimentation controls shall be In accordance with'Besl Management Practices' as described in the Florlds Land DevelODment Manual: A Guide to Sound Land and Water Managemem - Reference F.D.O.T. Index #102. EROSION CONTROL DETAILS N.T.S. 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. SaF \ ECONOMY FABRICS AVAILABLE 1 I TYPE). TSIWnT OREWATTHAN aNON LOW 1EOL]WLB.BN.STANINRD WRRENTBINO MORE THIN ONE FORT � � �' - PER 9ECON0I AND LIGHT NIFA4: LAIRS. gO / A* CHAIN POWs. SMALL STREAMS, MARSHES. IL�� 6P Wa iDYM. FLEXIBLE TOP FLOTATION SECTION NTH NYLON ENCAPSULATED EPS FOAM FLOTATION REINFORCED VINYL LOGS WXrX41 TYPE I �, �iWD LINE TfM• VINYL tXVATED STRESSPLATE(T)REMOVE _� it P•n PIED BYeLIROML6n DIkA WATERSEAL - PRE%UREfRCN FLOATS) Fl.OTATIGN ��� TYPE 2. DOT FOR HIGHER CURRENT �PVC ELOTi,CHNECTdi - �` DS �mBLs— WA WATERS (UPTOFIVE FEET PER SECONI FOLSTRESSEVE0.YVERY 8 DEEPER LADS. STREAMS. INTERCQASTAL pG l ANDTEALAREAS. INCLUDESAN sl • _--SmE85 PLATE -M�♦I IT ENCAPSUUTWSTEELLWDCABLE 9a YP _ - _ FLOTATION LOOS, WEAR STREW_ 1� �I j� ALONG TOP OF BARRIER AND 3 Xr" �YI� � --%.-GAND AIN BALLAST POINTS i sa Ne. MF�j ARE REINFORCED WITH SHIELDS. LINE B°y EFEhi � Se S.nr CNLYANI7EDE2A /� �100'STANDAPD LENGTH SAFETY HOOK— TYPE II `—IB(DR22)OZ.VINYL COATEDNYLON Dnw NICmNYual+n I.� I `LMLp WeMobl RiREEB BAND --.__ DITCH INSTALLATIONS 22 Oz NYLON PVC SLOT-OONFECTOR AT DRAINAGE STRUCTURES REINFORCED"----HTDaranaN STRESS PLATE TYPES. THAIB POLYPROPYLENE L(ILAR TY TYPE I T ER px )— FABRIC19 ROPYLEERTED ER THE BARRIER PERMANENTLY SKIRT TO MEETS me INTO STATES SPE SKIRTIONS. WAR Me CABLE \- STATEa SPECIFICATIONS. TYPE III �- G° CHAIN (ON BOTH TIDES OF CURTAIN TO SAFETY {2A REDUCE STRAIN) SAFETYFETY HDOK NOTE: ANGKIRIND TO BUOYS AS AUTOMATIC FLASHING LIGR SHOWN REMOVED ALL VERTICAL (ON AT DLRKLFF AT DAM 100 ON BLOW-UP OF FORCES FROM THE CURTAIN. CENTEF SIALLBEUSEDINNAVIGABLE HENCE THE CURTAIN WILL NOT SHIM CHANRBONLY SHACKLE FROM WIND OR CURRENT LOADS. CONNECTION BUOY ATTACH LINES STANDARD TO SHACKLE CONTAINMENT SYSTEMS Hf� LI—SUOV E B' ANCHOR (AS NNTERSURFACE� I I RECOMMENDED BYTME CANAUpTCHED « MANUFACTURER) CURTAIN LOOPS SUIED FOR T REPAR. ILFr FILTER SAO mON INLET LGING REPAR FOR HANDLES. W BRIGHTLY MLDRED NYLON ROPE. EXPANSION RESISTANT NOTE: IF FILTER FABRIC HAS BEEN INSTALLED BENEATH `NET GRATE. IT SMALL BE REMOVED WMEDATELYAFTER ROAD SURFACE HAS SEEN STABILIZED ANOTHEFLLTERSACKSHaLLE WMEOMTELYINSTALLED. ROCKaAO POLY WHATTLES F. Aa i�car sL.a --OVERFLOW MOLES (OPTCNAij i-GEOTE)OTLE BAG RIBBER BKACK(TYP.) FILTER SACKS FOR GRATED INLETS AND STABILIZED ROADWAYS-N.T.S. POLY NHATTI,E � ��\ ORGWHAY SOCK-PIeF, (R('l�J(BAG INLET T� TEMPORARY6WRRR SWALE PALLY DITIONALOAroR EED PROVIDE ADDITIONAL SLLTBARRTER)FlLTER AD ACERTTOOUTFALLPIPE. TEMPCI—AOEOUTFALL BY FRTINK. ISMMMINri MECHANISM) 13•MIN TEMPORARY ADS OUTFALL N.T.S. ORIENTATION WHEN INSTALLED (TIDAL SITUATION -TYPE 1111-N.T.S NOTES: COMPACTED FILL- 1. ACTUAL LAYOUT NATIVE MATERIAL DETERMINED N (OPTIONAL) Tiff FIELD. PLI—WHITE 2. THE CONCRETE /0 mli PLASTIC LINING j PAINTED WHITE WAS Hour SIGN SECTION A —A ` YASHoIr -. BLACK IHTTTERs SHALL BE LAO SCREWS INSTALLED Wn'"" B' ION R, 30' OF THE WDWI TEMPORARY COMPACTED FILL _- WOOD POSTS CONCRETE / ( unuI) WASHOUT FACILITY. - 3. A ROLL OFF i CONTAINER SPECIFICALLY MANUFACTURED �10 mS PLASTIC LINING FOR CONCRETE CONCRETE WASHOUT SIGN wtisHOOUT enr DETAIL {OR EOUIVALENtp BE SUfS7mnEDPLAN TYP CDMPAC7Eb FILL WITI-i m�-ArE<WIII� CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S. STAPLE DETAIL DNERSEN RIDGE REIN )RED WHERE GRADE E%CEEDS 2% 311 OR GREATER hVPPLY WATE11 TO FILTER FABRIC WASMYYHELSIF SECTIONA-A NECESSARY. SPILLWAY A J STRAW BALES, BAGS OR CONTINUOUS BERM OF EQUIVALENT III 1 MEKMR. \ J Y NOTE USE SANDBAOa. STRAW SALES OR '. FLOW/ I `F;OW OTHER APPROVED METHODS TO >� CHANNELOE RW OFF TO BASIN AS REWIRED. A A M r-r CQIRSEAGGREOATE MIN STHICK NOTES; I. TXE ENTRANCE BIULL BE IMINTAINED N A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC �j RIO W-OF-WAYS.TNS MAY REWIRE TOP DRESSING P REPAIR MUM CLEAN OUT OF AR MEASURES USED TO TRAP SEDIMENT. .. 2- WHEN NECESSARY, WHEELS SMALL BE GLEAMED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. PLAN S WHEN WASHING IS REQUIRED. R SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONF. THAT DRAMS INTO AN APPROVED SEDIMENT TRAP nR SEDIMENT BASIN. SD' MIN. i _.Y1� •4 S � 1 1_ FXI6TNOTRE TRUNW MSTAL T-0OSTS OR APPROVED MANETERVAMES --_ / ALTERNATIVE lU MPX ORANGSWNYL CONSTRUCTION FENCING CHAIN UOW FENCINOOR ARPORAPPROVED K WUNALENT NOTES I. ALLTREES RETMNEDONA SNF SHALL BE PROTECTIVELY BARRICADED BEFORE AND ELEVATION DURING CONSTRUCTION ACTIVITIES. 2 UNOERGROUNDUTILITYUNES ORANGEVINYLCONSTRUCTON SHALL BE ROUTED AROUND FENCING, C-IN LINK FENCING. EXISTNO TREES TOTHE OUTSIDE SNOW FENCING.R.-- SIM— OFTHE DRIPUNEWHERE ABLE. FENCING AT LEAST (Xy HIGH AND SUPPORTEDATA MAXIMUM OF 9. INSTALLATION OFFENCES AND TENi00T (I0) INIERVAIb BY WALLIEXISTING TREE TRNIW CONS) SHALLTAINTINTO METNOMSUFFORAPPROVW / ONMETER VARIED SYSTEMS EN THNOTREERDOT ] THE FENCEUFFIWRICIERTO KEEP BY6TEME OF EXMTIN07REES l.Jf/ WOODS STAKES AND REPAR ICE VOSTSA NOTANDDERED A. FSTALLE MCADESHALLO POST6AOVEDMETHODEiiD AS INSTALLED R AT PERIMETER OF ALL AN APPROVED METHOD TRESSORDRCUPOFTRSESTO SUFFICIENT ENOUGH TO LAC THE BE PRE6E INED. FENCE 6HALL FENCE UP REM AND IN PLACE. EMMURCTIO.ED PoNO CON4TPUCIION S. DO NOT PARK HEAVY EQUIPMENT � ON TREE ROOTS DO NOT ADD FILLeTOE•AROUNOTREE. ALL PLAN WORK WOMAN TIE On MURT BE DOME BY HAND PROTE( 4� sI FFP NG FOR - fS NOTE: ALL STOCKPILES SIW L BE A MAXIMUM OF 2B HIGH. A STOCKPILE OF `\ A ERODIBLE MATERIAL I/• SECTION A -A 'SILT FENCE (TYP.) NOTE VCRIBLE TERLU.ForreX7STOCKPILIEEWw SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE PERIODS, THE AREA SMALL :: SEEDED AND MULCHED. MATERIAL-N.T.S. PIEE<allmwKYlO'I*' Xamsw.,. �- WYp. ' K Signet by.. 10/27/2025 0. V7 CL J CL C/) W W Z W z ra-3:) W W J L) W Z1- W yUQdr O Z N Q _ 0 N m 011 �•m.•mJm..atr:.cs C-301 I 2�/ \ e ------- % \\ 24" OAK EENCN \\ / \ \ / BENCH GRAVE STONES \ y�` EOUNC WNC /\J DS I PRC BOV MITE �l DEVELOPMENT M AREA (NOTALEGALA PROPERTY LINE) t \ \ \ \ \ \ IRC Cos \ \ \ y \ � E]USTNO PoWER \ \ \ -EXKnW.WATER METER \ \ \ �2. NEW \ OR STONE \\ \ \ \ \ \ \ GNOUA 11� I- /// • Y // \ \ \ PRO.ECTNFORMAnCN ARPUCANrOWNER: GRAPHIC SCALE O(TY OF SEBASMAN 1225MANST. a 0 s Is m SEQUITIAN FLORIDA 32M TEL 772S884200 PAX: 772581-010 ENGINEER: ( IN FEET ) SCHUUO: SMILE 5 STODDAM. MG L inch - 30 R 1717INDIAN IS BOULEVARD. SUIT M VERO BEACH. FLORIDA32M TEL TM770,9573 FAX 7TY-77D9480 SURVEYOR MERIDIAN LAND SURVEYOR 1717IMLW IS BOULEVARD VERO BEACH.FLORIOAS29O TEL 772-71M-1213 (r LE-19LIM Ma;n Le4-1mii-allr 1921 N. CENTRAL AVENUE SEBASTIAN. FL EM PRLI�,iJy�IBER9 $��BG��L�SEAADh , ZONINt3 PS LANDUSE NSTITUITONIL FLODDZONE THE PARCEL OF LAND SOWN HEREON APPEARS TO BE IN FLOOD ZONE W PER FLOOD INSURANCE RATE MAP 0120SIOD105 A DATED JANUAKV 2s. MI. CITY OF SEBASTIAN TAO� pI A7 A: 9.05 AO. (GROSS AREA OF CEMETERY) DEVELOPEDARREA: .ISAC. (Iyi�Tp�gJp�J��%,77�EEj�NAAG�L'jBIIM UNNOM DRWEWMY. MDEWALAS AND PLANTERS LSJN6fA4(A:IIUTf6l,0111ULE 9R8 CONSTRUCTION FINISH:: 30 - CONSTRUCTION ACTARTIES LIMITED TO,. MGNDAY- FFIDWY:7p0 AM- 7:Oa PN SATURDAYISUNDAY'.&NAM- SOO PM SITE DATA DEVELOPED AREA OW OWAC T. F 1 TOTAL RPERVId15 0.09AC �.,msr 51.111 BUILDING PAVEMENT 083 AC 0.02 AC 1.8785E S10SF 19.5% 10.6% CONCRETE 0.04 AD fm55F 21.9% TOTAL PERVIOU8 0.0E AC 5,845SF 19.3% TOTAL AREA SOSAC 384ANSF 108% TOTAL IMPERVIOUS O.S5s AC 37AM SF 9.5% BUILDING PAVEMENT CONCRETE aOS*AC 0.72t AC (Wet AC 2.1oNw 31.231. SF 4328L SF as% 7.9% 1.1% TOTAL PERVIOUS 531s AC I96.902L SF 90.5% GENERAL NOTES, 1 PRIORTOCONSTRUC710N COMMENCEMENT THE CONTRACTOR IS TO NOTIFY THE CRY OF SEBASTIAI ENGINEERING INSPECTOR SUPERVISOR Z. TNECCNTRACTORSNAL FM:TDLOCATEALLEMSTINGLITILTIY LINES AND STRUCTURES PRIORTO CONSTRUCTION, S. EASEMENTS AS REQUIRED MAY BE RECORDED AS SEPARATE INSTRUMENTS. • ALLTRAFFIC SONS SHALL MERIT IE STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES: LATEST EDMICK 6. "PROPOSED TRAFFIC CONTROL DEVICES SHOWN ON SITE TO BE PER THE LATEST EDITION OF THE FOOTSTANDARD PLANS FOR ROADCONSTRUCTION 0 ALLSTOPSIGNS(R1-1) SMALL BE NON INTENSITY RETROREFLECTIUITY GRADE AND INCLUDE STREET SONS. 7, ALLNURANCE EXOTIC VEGETATONWITHINTHEDEVELOPMENT PROJECT SITE PROPERTY MUST BE REMOVED IN CONJUNCTION WIM SITE DEVELOPMENT PARKING CALCULATION REQUIRED: BUSINESS OFFICE: I STALLO009F R 1057 BF • 0 STALLS PROVIDED. I HANDICAPPED STALL 5 STALLS 2 DRIVEWAY STGTAL STRIPING KEY A.43OUDYVHFM B • B' DOUBLE VMRE C. lr SDUDWH G • IC SOLOWNPE E.2P SX1D WHITE F • S• SLOP VMTTE TYP (Ia V V) G • S. 81OPYMITETYP (S-181 H. (, SIQP WHITE TYP (74) I.e. • P SILIDYELLOW J•,B'SHOYSTLOW, K. PDOUBLE YELLOW L •9•SIOP YELLOW TYP (10.97) N • PSNIPYELLOVVTYP (B-i&J N• P SLOP YELLOWTYP'" P. RPM NC O."HE"T"A"Y" TEOMOND C • RPM BWXRECTONu FA AMBERIAMB R. POP WHITE S. YELLOW T • RPM BHDIREC. WHITE/RED NOTE: FOP [EMOTE. RE—E (EL INEATOR POST SIGN LEGEND I® FTP-2146 HANDICAPPEPARSON� r,,, 5 HANDICAPPED PARKM SON ® VMEELBTOP . PROPOREDCONCRETE PROPOSED Asm&T RAVFMENr 1 I EXISTNGASPLNLTPAVEMENT I PROPOSED FINE HYDRANT O PROPOSED PARKING STALL NUMBER ESTNATED SITE AREAS OF ENTIRE CEMETERY PARCEL MIA MEASURED BYABRUL NOTOURVEYED Z J d W F- m W Z H W Z D-QLJ7 � w- V LI W Z W U W y 0 < In Uz(A ES _ N ? O1 SI90 Y Signed .p 6..�sGdvsr �OLL�I slcJul ao/77n02s C-400 I N FIR TYPICAL STANDARD PARKING TYPICAL HANDICAP PARKING TYPICAL COMPACT PARKING HSTALL STALL STALE .. TA u AuvuwxoeoACEewTHEusnaxuT�w,oc�PFEDPunEnewraeewueExlronox WBR, NTMIEF1Ern.2nwFC Nd1TANe N xKCD1DVNA Wm1Mf1MM0BMTIEM OT 1RN.FMATbX PDOTI RW.N. BPELFMTBY. FOp PMfA BIOAE CaI.1NxDPA ... iCTAw ne. el � IXPA �BPTGEB bXKLBEPADPD1Lrx06®Wx WM®xkGNe•VIGEWIMItOT p xICPPACI8MR88NVLZYN62DEOW/41'OMTME8T�l10R RE 5IDI. W ALL PA.IABdTALLwDT1661xLL�WENM(x6 Rrox CDTRNY.N2NRAM.DIWMR'6TIP. "SE P.HTEG i' IiWFFFYELLDW 1P IALLIIIDESI I �1r DuweaEO � I h�� CONCRETE WHEEL VTOP ,C FTP,21-06 PARKING BY DISABLED PERMIT ONLY � i Tao FWE I Flp-]21E1 r• 111- -- FIIEPER ,r LOCALCUpE NOTE: 1. THISSIGN MAYALSO BE WALL MOUNTED THERE ACCESSIBLE PARKING SPAACN ACCES6IBL.E PARING BRACE ACCESSIBLERaRKING SIGN PA • EI 4HLHrTHCK i CONCRETE BLOCK WALL eMH STUCCO 1 NOTE; SIGNS INSTALLED WITHIN SIDEWAUf86HALL BE SET DIRECTLY IN SHALL THE CONCRETE AND UTILIZE A W OMMETER SION POST PER THE SPEOFICATIONS. . 2 Mr OM. CAOWUM PLATED STEEL BOLTS S'DIN GALVANIZED ' STEELPOST (STANDARD PIPE) WBIEK NUTS E• 21P DIA. GALVANIZED STEELSLEEVE SUSLE EXTRA TRONG PIPE) SIGN BASE WTHIN LANDSCAPED AREA 4.33- I v BDP 13.1E STOPS .I 66 WV BEN) INTO U41LOCK STEEL A DOWEL INTO BELL FD Ti %W SEND(11 REOUMEO FILL CELL BLOCKS WITH 3000 P.S.I. CONCRETE PLAN VIEW I 7NCKEIN IDDE I WN6 REBAR I { �TE II I I QI �I I I al I °I I I d i TF \ EEop 15.4E 9'OIA. UALVANPY'0 BTFELPOST (STANDARD II "E) S'PPE BOLLARD F PAINTEDTRAFFIC YELLOW FILLEOYATH CONCRETE 6� 3.500 P.S.I. CONCRETE 18• k VIUN BASF WITHIN PAVFD AREA SIGN BASE 67UCC0 1'66 CEDAR Y BLOCK FILLED WITH CODRDINATe FINISH CONCRETE.I ITS BAR WITH OMER CONTINUOUS ' rSO.STEELFRAME- (GALVAN2ED)PRIMEA DWMTE PLANT ANDFINSHWRHOWNER PAINT 2-&CEDAR _ WALL FRAME BOLTED NOIQO(TAL REINFORCING TO STEEL EVERY OTHER BLOCK PROVIDE HANOLES— ow,ne•C.Mu. AIL LATCH ON GATE FRONT BAR G 4'-W O.C. A @CORNERS -FILL CELLS M DOWEL f-0'O.C. 4®CORNERS-FILL CELLS 3PREBAROVERLAP EOUALGATES ANTI E IRON STRAP- MOUNTSECURELYTD BLOCK WAU ONCRETE OUMPSTER - TGOVARESTEEL PAD -PITCH TODRAIN POET (GALVAN2k01 FIN^uHEPTRAOE K \ PRIMES PLANT � I I I I I - '�\ wOLRY HINGE 1C S36 CONTBIUDl�6 /VSNTITIMCeNO CEDA 3UBSTFNTEO FOR CEDAR WALL SECTION GATE DETAIL TRASH CORRAL DETAIL N.TS. U2 I N n 4 D J a am Zpp m Q SmU� OULI 2Ow `2 K U) s' D �W�dT �i OrcNON Lu 2of0ry W M 2 m LL W ELU w ?� Y �q 0 Z4 U) w z F w Z ¢�0 w J LUj Q WZ1=w (nU Q m UZin 0 _ N z Signed by: � J - puI 10/20025 C-401 A / J/ /f{,` PRDIECT INFORMATDN \ \ \ APPLDANr,Om1ER. GRAPHIC SCALE \ 24" OAKC25MAIN BASTIAN o w u TEL: 771MI. FLORIDA 92881 \ CY \ \ TEL: 722SBB•87110 FAk TZ2SBi-0tAQ IN FEET ) 1 inch - SO TEL f2 p" BAWCTHECEEEIEDEDTCONCRE7E SNOMEER 0 &NOR \ -y$ \\ \\ \ M186REMR E(12tl %@M9 SCHUILKIh?INDIAN RIVE BOULEVARD. SUITE \ \ W11 Mi TEEM V ERO B ACRIVER BOULEVARD, 5URE3D1 VETO BEACH FLOPoG 32QBD > \ \ \ \ FUTURE GRAVITY AL TEL: 772.770-QB22 SEWEREYIRC FAX.-7M2-T?04KN SYMBOLLEGEND a NDIENWNGFRON _ TIE 80lRXl VALVE [\j\/// J \ \ fWADE180D ••�• Ems•• • f •• ••�•��••�f•+••f �••I�fr�•f�••�•0�••�•fl�fi�••• MMEERIDIAN LAND SURVEYOR RVEYO~ 17171MDLW RIVER fDVLNVARB 0 NII6REDENO BECiDN BERM �\\y6 \ \ \ COS VETO BEACH. FLOPo0A32QB0 N , - / \ \\`!!�� -\ A \ \ TEL: R T7EACH. L PROPOSED WATER SERVICE •o EMTING28`\OAK 0-) \ Q 1. \ \ a� OFFICPoE56EDNNNEENANCE BuIDIHD PImP08®BANRARY SERVICE / \ /-'y \ • q •\ _ \ .G.• --0Cor- PROPOOWATERMAIN \ \ BENCH \ - \\7` .. a 1 \ i . >:TREET ADDRESS Y t T PROPOSED DRAINAGE \ \ "" \ 4'�'•. �•., •• •21 N. CEMPALAVENIE x // ��Q•.\\ SL, \ '•4 .+' : ... 6EBABTIAN. FL ]Q8d8 IL'F E%JBTNOGRAOE .. D .\° ! S ao' \ SITS BENCH - GRAVESR]NES yp SP \ PROPERTYTAXIDNUMBERS /J Yi\ \J y ,fib •. ! \ 9Sf 5/B" HtC]jCp\-7.�7-(- •-•• • 383SIONEOoeBooE 010D.1 XXx PROPOSEDORADE g tEt 12YI X 8`A �\ A \ LB 6905 \ -.-.� DIRFCTON OF FLOW ..a[y g�S�r gGeR \ / THDItETED EDGE \ f y • \ 'F \ E4 13.05' [NA,,,.RRR000iii) PS REMFE ZONING �E[1,91� eE TRASH CAN CORRAL \ y/ \\ \\� \ u USE • CLEAN OUT UZd e� COLOR AND MATERIAL d TO OR - �A � F � WITH STUCCO) �•\ • 6ppWg! \ E \ \ • 01218M.1- B WA7ER METER S1p�gg OFTR BN ENCLOSURE 70 \ .` •A NT. raoM \\lf HF2 Iln[[E8�@ MA7CHOFFICE BUILDING /Aµ d '\ ` \ THE PAROIff S i /�T v THE PAitCEL OF UNO b14fAM XEPE(N APPEARS iGEE 1NPVNUQDNE'%•PER 1:12 MOPE (MAX) AT SIDEWALK MAX 2N GROSS MOPE A . t\ . 1 ° 1 12'6 XRN \ \51. \ \ \ SEv SECTION - I\ FLwJO INsuRANGE NAME W1P n3NltOm]J.IiOrW JANUANv 26.20211 II - y .\: 3.M THICKENED EDGE \ O [A\ i(1My�ij� ti' \ DPAO O \ / \ \ f"A 81LUSIL1NMn�r PROPosED CONCRETE, U / \ I u Is. :mJl w-. 3$ \\ 1 - 9 W AC. IOWAIS, AN EA OF(,'F..W, I FRY) I• I PROPQS®ASPHALT PAVEMEM�� �1�C000INA SHALLOW / G \ L ,J O. 90i / SWAIE Il le. \ �',1 r'b4 J/ "Y� UE'JSLOPBDANEA, a \ / t6•f �• \ \t� F4 \ \ .16A4 fWGPOSED FIRE HYDRANT 1d ir La �1)L \ • ra \ \ t� \ E,,WW��33 1H��,�(ff//��yyjj%%))�(�y - _ PRdP08®CONCRETEDRIVEWAY 2 ugL / \ •' •Yy�. \ \ •�. \ b \ \ / / \\\ \ OFPIGE/AWI7'BNAN(.'E W4I,[YNIW/DRNEWAY. 31fYFWA1X6 AND PLANTERS - • - - II•TNDKONS'ETABILQEDMISGRADE m LL y / /\ \ \ A 5, •�p \ L�O-NSTP-U TIUN B(�NF.��1�E PRUNE TREE LIN85 - ()" OAK \ \ `b �''\ DVFJilRAfl MWh'F FM.S \ e TP cr•�W§� N N Wai �E�: / PRUNE LIM51RED _ \ \ \ IL r, VMlM FOR \ \ \ CON6TRUL•TIONFNIBN. 31A1 1. Ar0(,d18TRUCTICN COMMENCEMENT THE CONTRACTOR IB TO NOTIFYAS O aa= \ J \ \ FISCIRD RF7MffiI \ \ \ \-CCASTERNDAYIOFPCTM, 00 M-7. TO GOVERNING SEBIFICA BU1ONS'. STATE FLORID J FAD \W�,",',', \ \�, MITERICA1101MAV Y OpAAM-SWM 2 TRANSPGOVERNORTATION BPON SANDAR: SPATE OFFLORIGDEPARTNENT OF o .r( / I&B 'a \ \ /.• \\. \ 81WOM4\IER YEIPR \q. EpnIRyY.EIJNDAY -AM-SWPM TRARSPORTATON STANDARD SPECIFICATIONS LATEST EDITION AND THE ��``iA U L \ \ 6UPPLEME TION DETAILS V 2 Oz a W Y> \ \ 9. DONBTRUENTO DETANS SHALL BE INOADWAYAN D TRAFFIC A F S DESIGN FLORIDA `2 W Gh BT NEWRPZ \ \ SDERA TANDARDS LATEST EDITION. ORTATDNRO\D WY ANDT NFF CDE6 GN zc' L CONTRACTOR SHALL ADIVBT ALLUi1LRYUW ANDCOVERSTO FINISHED � C F � \ ,, J j) 7JN�7�R\'C \ \ \ \ \ \ GRADEA RBEOUIRED. ADAUSIMENTSTO TO BE INGWTJFA IN CDNTRACTOR6 BID, 06 Ole NO°{j �'. F.iE m78.75 \ 4 LP11,kS�MEf \ \ \ OENERALGRAgNQ.�1Q1EB. 6. ALLM6TIRACTORWIED OFA70REALLA SODDED. //j\\ // "°'. r`,"Mj({ ♦ I \ \ f 1 R QUIL'YWL16 f�EW8RPC1NG7klILelER 51WrMF.F 'AOA 6. TNSTRUE NCTOR WALL NOTION EQUAL TO OR BETTER THAN THAT W d kF'OUIiLCMS EXISTING. TO CONDITION EOWLTO qi BETTER TXIW THAT NOW W / / \ 11 MAX 2%CNOSGSLOPE . RE/RINRS. DRAINAGE SUCH A EXISTING ANDB SEAM GUTTERS, 17 MAXUA%b%Lr+NGIlUNMAIAWPR 2� I] THINS S VIIGANG AI .IIANCF INSIRFCTKIN AG7C MAX 6DEWAl1B. DRAINAGE STRUCTIIRE3, PAVEMENT AND BASE AND EXCESSEXCVW \ \ Je M<,PDMI WAYS IRA LEGAL AND PROPER REMOVEDBY FROMTTRACTOREATTHE O5ED OF Ly pyy j� \ \ ,F IRA LEGLAFD PROPER MAHIffq AWAY FROM7HEJOB SRE ATTHE W J \ 1 BE. WIWASE IF NWDRUI MIS PR7OVIDEDNAMpE LQ1OTH NAY GONIRACTCRB E%PENBE UN.E58 TIE REMSARETOBE REUEED ON TIE 2 JLL 2 AIL MMS61ORMEEPFRSWL: RS517AEDMEDWIiH60G. S TEE MAINTENANCE OF TRAFFIC FOR THE PROJECTSHALL BE IN U PMPMFNGSWAVEOOPL IT SIWL NTFEF LESS IINN 1595 ACCORPWCEVffH NEAPPITCABLEFOOTMDUWMBERS(GWSERES1 WE�W y / i / ,3I \ y� •y' ` \ \ A SDIEYWLKSHAL MM116YORF.IHAN7Depi LE36 iWW 10M AND THESE DOCUMENTS; THE YANUALON WIFORMTRAFFlCCONTRCL W DEVICES FOR STREETS AND HIGHWAYS (US DEPARTMENT OF lu�N OENYIAL N rE TRANSPONTAT IM ENV" SHALL BE FOl1DNED 6J THE DESIGN. i ~ �d �P_tTRll. K� e: APPUCATOK INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC U Z 1 5EE 91GEPLAN(SlEETCAWIANU SLEET C�0I FOR PAWMENI MARMNO ANY SIGN CONTROL DEVICES. YARNING DEVICES AND BARRIERS NECESSARY TO J U gr zz-�N �.•' \\ \\ \ ,,p NUl PIAGFNFNI PROTECT TREMBLED AND WORKMEN FROM HAZARDS WITHIN THE PROJECT O� \ \ \ • All PWF.NOTEDASAUSSRAII BE A09 N 12 CH APPROVED EQUAL Alk-08 PIFF8 SHALL LBIRS PEDE8MMANUVENDIAAR TRAFFIC SHALL BE LWNTAINEDAND H y ewav I)F PETIFORP1Ftl FJDIry A18UBNERGFP GTLITFAU.5117 PLNG%OIS GYTHIR SJHPAOE PiDTECTEDATALLTUO. - _ - - - " MIRS IGPRFVFN?R.OA1ATUN 8. THELODATIONOFEXIBTNG URLRIES SXOANAREAPPRGXIMATECNLY; THE i �L L�1•. E R I REP -RAP \ \ 1. ANY IYPUki FLLLSOURDE MUST MEFY THE'Yul,ltyA1NO SPbYIFB:JiNONS' EXACT LOCALISM SHALL BE DETERYWED BY THE CONTRACTOR WPoNG U J GRAVE STONES e I A '1 • E TR UME \ \ \ �Y' i 3 1 MATFRLAL SH A11 BE FNOM A V.LRi* YNTH YWt N56GNG HSG N. G61lkY CON5RtUCTON. RELOCATIONOFU7LLTTES SHALLBE COORDINATED VriTH s W MTNINIMWAWRIRAN:MISSM'JNRAft02WI6TAV UTDRYDOMPANE6AFTER IOENFIFICAMW OF CAMFLICF By CONTRACTOR.0- 3J. MEET ADONDNAI HPOUIRYMENI?FLYR%YPF2BACKPBI MA'LtRYN I:F6 Y1FkT OS", 601 CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY ' 1A� • J '� L 13.5 ~ \ I RELOCATION. - - ' tO.THE U11lRYDOMPANE661YLLBE NOTNIEDBY THEOONIMCTORABIDURS \ \ 8 \ ^\ IN ADVANCE OF ANY EXCAVATION BNGLVING THEIR MUTES EO THAT :6 � .-:1 RAMP / \ _ \ COMPANY REPRESENTATIVES CAN BE PRESENT. �• 16-OAK N.T/ECOMRACTOANSMIUBE LNPAUDENWORDN6INOR AROUNDAREAS OF OVERXEADTRAN9NI8510N LINES, UTOERGNOIND UTUTEB.ORNEAR b n \ 2� �\ \•y$ n.T_ , 4 \\ 11PIDORTOCWIMENCEMENTOF ANY EXCAVA"o" THE CONTRACTOR U` SHALL COMPLY WITH FLORIDA STATUTE e63.e81 PON THE PROTECTION OF Z 0 Z UNDER GROWDGABPmE1JNE6. IS z J \ \ 11 THE CONTRACTOR RESPONSIBLE FOR THE PROTECTION OF ALLUTIUTIES Q IF*4 .p •,\ ` p \�.A \ TO REMAIN IN PLACE. * ' !E%IBTING 11.TE 0OONSa HOURS ORE SUNSHINEEARU UNDERGROUND FIELD a a' \ w / P IDGTDN9II HOURS BEFORE DIGGING NEAP IINDERC610ON0UTIlR'IEB. 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RUSEEORTIEUIIEOREMEI TMN d INCIES HORIZON TAL WALL REINFORCING REncalEms1m r%.• FO-TIWMRMEPPq TIENMECDMAACTOx NgAYflEI WTENALBKVLEPu®ANT COIPAETEOtNr SCHEWLES (TART E i) EM0.ATx%' .HALL EBGVAIEM DIACK-11CUSBs APPRCX Vmaw, W LM, rLDdNO WTERML wcx e>4Y1 C01>r6T OP I.F II W ToTEINIOLBE DF TIEPIN, AIDIMFLFa R, A NOTS:6TEEL ORATES MERFOUREDONINIETSWIM ETER POINTta'AWVETXETWOF m TWVEJENBLESLOISMDONINIJITSMEREECYCLE ME19AdLFlILV.HLpRAOFDONEIED fUYEi6 b ♦ FI IO YEOWVIf11001FPIDTONWLLBENLWEEFdITEIW114. MAX. 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IUBBLTIONNYAI ¢rrB 911gLYBFOONMYCa0 W1HOYL 8LOT8 1 ANDINARACxOWTEMAND IAIH CONSraNTWIrtILIK-s nEeRBBAPPOrEY xLETB8X011108ECd6TAYC110NYAIH81D18. w SMALLWVEIAWfDMIDFEAMERBDJONI%ILt?YN T,IX.j NLEIaLTATDYA,IMROAOYMYCIEMIDNEi MOAAFM WBIECL TO A-RACTCNPERCEMK+M SXONNRE9troMe.KTO. Y-ten PEDEmAMxarwLwwTPMEASMIPBLOl31W rRAVEx...•rmr L LLR0+6YNY AE61dUTdJ614LLLE0Y0.YwMlDGI GT W BMmAD.RTArI m INIET MB H. SUM WY BE cpxerxuerm PI.aICLVDP161 F.p.QT. 6TAIMADB. TYPE ArmHwaRrM MIEe Ae rBVAJ ax FLAxa TMvetlMu rule rtNLNaT 3 TRENCH WDMWaRPE 0.4PWBrP. PIPE '•--a^EDMWYUYPPE 9IEE: nPIIUBED�N AAEM�BWER�IDOIr.GWOM1 rCYElEIRAFFIC. (PAVED AREAS) Ir YW DLA 1r MIN ASPHALT xmn wY%F rcaE TFMFFIO 1a z.NmuwrEo. a1B3 tlur®ARErOBE IBFuoNALLWEawM1R,,wReArE rcvJw.-+&PIPE eLDa. mxmwrlartl onaTEL IEAim Wrtll,mmaxINATB w111Dur TRENCH DETAIL PIPE rt'NNIJ.-N'PFE DrWNFJE AN IS NPE ENTFRSAS4 WALLA rOB WIERErCYOETPIFFOIB IOTAIJIICTYlTm. e]rIERGBT IIGIOR6IBEL CONCRETE � 1SNW DM. to-MW Arl COQUINA EASE dMlEi WYBEIMEOONALL exEa VAMNOLTRAVH16ArEeLM3 rtlECITO i HEi[1EST deER@AeOVEYMEN w1mMTN£OOM1EreROR[OIM - r NE PUX6. ERIFA TS STEEL OMIE. NOr OP GLVM®ME R FMRGTON, ORMEEAand10MlE WY M USED, WIEMTXEPIANB BTPWTE 11E PMTOUIMTVPE - i. PPOOYIA9+OEOYAXYW NPSEIfB6MgMIME PoXEOYEPEIEPPF.B� Fd1 DTEIITYPEBOFPeRF YJ6T 8[OIIFf•IFD FOR FR. STABILIZED i. ALLDIPOMDEDrd6AM CdIMmB+ANLL iE%'CMAYMA OA TOOLEDro M 81.19L•MDC B. CCNf.PETEINIETPANE%EMTORE UEEDWINIEI6 WBMOUi 9LRBA,IO N1ETe pgpWAOE CONTME SIME MATERIAL WRHNOx-TMVERatBLE °1Or60NLYWXm CALLED FONN TE PWIB;Nrt STAINUMD RPE TO THE CENTER OF THE PIPE PEWIRW ONALL TMNEPSABLESIATNIETS Wairo6E INCIIIpED NCONMAET TNITPrSCE:MINLEl3OUANITE66N0VMA11E PoPxFCRMATdONLY. SIIBONADE "le 1. wVER6PHE8101BCONBlPUC1EDNEl16rN31rE16MYLlBEPMOFdtM DRAINAGE DRAINAGE PIPE BACKFILL DETAIL NLEM PWT-FORCOxYEFIMONVAXXMD METIOOOF 1-Mm EDRAINAGEdE iMVEABMIFeLOrwIETBFPMTW TOR EO6RNOIMEIF. PIPE •APPLICABLE WEN 0 s W i. i00DN6T0 BEU6EDOMALLNLETBNOTLOGTFDRPAVEDMFABF11p PAO FOR uxaRccNrR,cr uar PRlcE rORPERFORruxlE nrP, ev. DRAINAGE PIPE BACKFILL DETAIL i PoRBUPPIEIBlrARYOErALB BEEfWTBTMGPO xOIX OETALBNI. I ALL IENPOCNOrDPMEENT-1-1 SYN.COVERAH mNERMISE 'AFPLICAE.E WHENi416' ONdE0. BARS roBE LUl OI B6NT FOR 1.1COLGRAW£MOUO PREOPENW. PROJIOEOIF ADOmON11L N eAR AEDVEANI AT EY]IBOE OF FIFEOPOBN0. A' %• JS- RAr Rt4 � TABLE OFBIDEwuNJowrs � q• +\ I THE IDGrax .. 1• R.tN• 1BD WK. BPACRJO. P.OR.T. M' EXIST-AHOMENC110NOF I E>nsrv.nwE r�vmEANule. I TP E4 CENIERro CENTER TYPE%' Me%' NEC• VAIFAE N W/�iXSI11010® SCEWLKJOINTS JdIR W1FAVJ. C COANrmCASERIEBUPBE. YB I MdIOA WDM VAA IES PEE PLAID OYPRESEtfE SIREtgTNA I TABLE OF SIDEWALK THICKNESS OFATLEIST M,SOp PB { J�,IxI���ro ROAD I AH KLLICATmN,,�T���yy pT I ., iH� I - I PwVELmIfCMUU1��TNAFIR:MFAe !` 1.AU.8FJEWLXETAEETCENDe MIST NEE&TIE COUPAClED.110.OUW CPMPACTEO 1GNOTLE96 f�UREIiR(M OF MEAIERICMGAN DBAELIIFS AGT TMW Pe%MARMOT-ttl W WANIJ,20 -0WDE TO�-OO-6MO�F1E �mTRLN6ITIOrJSFBENWI AID FPEEOFAEBIPT WANDER. .TDPNRYAY6 STANDARD CROSS SECTION 1.imEWALKCdMJEIECONTAM FBEROU85 AEWFORCEYENT. CONCRETE SIDEWALK DETAILS Nra FDOT TYPE'C' INLET b;ALE: NT,3 ME fi f.URO r rR. JOINT SEJU. b CONCRf TE PAVEMENT b ED6EOF MLEMEM - rR _k EXPANSION JOINTS REFORMED JOINT FLIPR - Fu SHCURB TYPE D CURB DETAILS N.T.D. CURB TRANSITION NT.B. NOTES: 1. ALL ACCEBEEF COIJPONENTS OD15T1UCTED Ab PART OF TIE6E PLANE BWLL MAYFLY WMCHMTERIt OF ME ROPoG BULdrm CGDE. A ACCE6saNEROUTE TOACCEBBrLE SPACESBLOONO REOPENAIO ]% CR0IIII ANDSTREETS EMLLMm RJTJ3D reNWNNn SLOPE88 ELOPE. a.rnn ci18 DMBMASEEIpLW pxT1E FIAx3TIE MRIMMAIG-t M FESK+LLBEarwDE WMAeORPPM6W06PATE LVENI ]PS FEET. THE 6UPAACCE58ELEINGP TDLOIONPWITERs SNMLBE IEVB WIN ROUN WPAVE uOR PfxMDEWABRALF9 AT F11C11 [BD WM A YNIwY xr LEYELLANONO N El%7£N E,MEACCE6 WJ!ROWEWFRONTOFP NPAHXN08w W AMMINW OFN•wCEANDNOTREDIICED SLY VEHCIE 011EMArIGB,CLxIDIN4 EON MITMOR OTIERMSTRUCIIONS. e. SPECW. WUIP MES WLYFORAIR MSEGRP. MTILW f Ncwdm+ WJTNDTUNITEpro RE61RICfION ON SLOPE roTa Itlf BETYJE6N UNONOS AIm USE OF HANDRAKa. PERF.B.0 t1AA ].PVBIJCEDEW Wf WrE MAE3 COFBIFWCSED WIrNNA FUdIO ROMOFAWY.IHABSENCEDF LOCK RGAO'MY GUDEJNEB 6XALL MEET 11E REWRf.11F11T9OFFD.O.T NOIX ]01. ..GUIs RAMFS6HAIE WYE AOEIECrArE wAwepn EXTFNONO TIE FULL wOMAxDOEPM OFIHERAYP FCC JDIM I6EEDETA3DlOwLR PAVF.AEM niO1WEM � (BEE PIJwI _ NOTE. SEE PUN FOA MINT SPAGNO. CONIRACTIONJOINT -ME SLY r MEP WW CUT. ILL WITH PAV9ENT SEMAN ,, YAKS SLAW OR PDCJONTISF.E OETM.BLOWHO+I MIN EdATF1-DR TOINETAIJ.1 PAVI]]ENr RIR6T PIACFIEMI SEALANT. M`CpNDRM.LEMI I � PAVB.IENT _ ItI( TIODlE69 reEEi "") Eo � I P"MMEREXCOw3FORB•MICK J I( mJEMENTS AM)$°IXALrETER DDNFl `APPLY WNNO COMPWro FDRA'OR6•TOCK PAVEMENTS. DDxELero ee lS l4V0 CF.IlTERETI tOSUBFACEATA Cd RATEOFMW WMIJOWTSPACEDATir ONCENTEF. DOWEL TO EE INSTALL®IN FORM `AIM MMPERGAlLdMMACTW A BOND MHAKER AT IFJET W ARNmVFDALmMENT-E. LIOHTLYOILFIJMLENOTHOFDOWSL. 4"wmpR10R TOPIACIW MEWSLAB, CONSTRUCTNDN JOINT WNT ASLONO W FEABBLETO REAL JONIB ro ALLOW CC- MIRAIADE TO CCOIN II'M ED RE-GAW meR 1N'wDE BY PDEEP IMIEOMTEU PNORTDINBTALLINp BAw OJT.RLLwM mpol SEAJAxrro AMEVEAA•JONTWDTX MMDESNTBEAIANr. ww PAVEMENT ENSURE JOINTS CIFAN,dN WD smm MAZE TE,y CX[PM®PFR LLWUFACTAER'8 SLWCUrF DEPMOF81A9ADISIMCE-� uJYEOLATELYPRIOR WCOMMEMOKTONB. SACKFRON EO511NG EDGE ro ENSWEA roIN6TAILNO PAVEMENT STRNGHTEDOE WENTIAELENSTIOF SEAIAM. PAVE]IEM.DSTANOWNPJYSrIFPRESFMMNE POC JOIN ISEEDETAn dONWGI r APPRPWL PRICK TO SAW CUT 1NO. TM -NO r SxN LESS THAN& EMERNO4PPPA= PAVEMENT PAVFI.EM SFAIA11r DOVA WP ev PNA CL05r cdLaAD1FR RC4TYPIGLLYA•ro A•LHGERTxwJOBE m I WDM. ED SECOND (IFNEOUREIB ORILL Ae DA. HOLE FOR %•DOWR W01'dA HOLE K'6DUMEDCNJEL ' W IQDOWELArm IweTALL RORSTfRIXPAVEYENTs. NOTES: DOAFLKIIH NONEHRNR dAOUT. WPLY CLRRq COLFOUND "IT16 AE WI'B FOi 1. ENMIREJONiSARECIRAH-DW-TOTIE r ro6'MICKPAVfl1ENT6. ENSURE GRWTBFLUBH - TOEUB FADEATA BMCE p0VJ66 ATlr O.G IDNOFTE JOM86WM. WTHFACEwEARIINO CWERAGEMTEOF]w BF EU6 rJAX PBILNLIDNTOACTM DGNUTOEANDOVtL. ..TJ ]. NSTALLCLO®rBLr,GYER ROp AFTER JOINTS RAVE SEEN CIEANEDANDDREDNAOCORDANIEWIMSWANT A PONDII-ATLEAST E HOURS PRIOR M PUONG xANLFACTLATERb PE9UREYENf6. 1 NBULL Wd®iTpp AT CON613EMAra WIFOtlpEPlll. NEW 8U3 A JOMBEAUNTAPPIIGTION BW,LL fiE NSTMCICOYPWNCE MATH sEAIAHT WMJUCNREfIB IEWIAFMENII CONSTRUCTION JOINT TO EXISTING PAVEMENT PCC JOINT DETAIL BLOWLUP MP, CONCRETE JOINT DE W s 2 0 Z J _ ] Z 4 CL I W ZZF-F Z Q - J W F- Q d Z> EL Z F- W r Q J Z l� Wa o w w Z Lj W ZI.-> LJ Q OU71 Z0-1 _ d N z T SlpnBd by: � , D'„ rf.q •FI'.za 10/27/2025 C-501 I(, r S00 ADAGE% TO ALL MRERED EFDB LwnB Lung OF So eoD etrAPTeRA: AccsNIaLeaouree TECHNICAL r TECHNICAL CHAPTER A: 4CCE89IBLe RgITES �L s, EXCEPTIONS: 1. Edge protection shall not be required on ramps that are not required to have I Tsa 1;xs +s2s handrails and have sides complying with 406.3. Ts I y I 2. Etlge protecton shall not be required on the sides of ramp lendthgs serving an adjoining lamp run �1 OF iI Or Stairway. ®� _ �OF � fiOD_J I landing mmp tun I -ding I } ramp run - 3. Edge protectlon shell not be required on the shies of ramp lendings having a vertical dwic oh of / ImAl,qI• E ss inch (13 mm) maximum within 10 inches (255 mm) hod=ntaly of the minimum landing area specified In 405.7. at IBasl as VAtle as Lamp run 40 it r ' 5.91 . Extended Floor or Ground Surface. The floor or ground surface of the ramp run or landing shall extend 12 Inches (305 mm) minimum beyond the Inside face of a handrail complying with 505. 2 Advisory 405.8.1 Extended Floor or Ground Surface. The extended surface prevents e wheelchair casters and crutch lips from slipping off the ramp surface. 9 E 2Is _ 3 CULVEPf r VPE PER PLAN- - A Ib) S,pF, 91R:HOaADE 12 min 12 min 25 ge� 1 � s00igm KNargs in durlCtion spy 03 5 �- B MBAR S� 1 Ly xg` o Batla M ES. SECTIONS CARP SHAH SEUL ERTALL SEE FAOT INFER CONSTRUCTION AS DETAILS 405.7d Slope. Landings shall comply with 302, Changes In level are not permitted. 'r. P �1 CONOJACKETOR FORADSCULVERTS OF MITERED FOR C ETAIRUOr10NDEETC. EXCEPTION: Slopes not steepBf than t:48 shall be permitted. TRANSJAIXETORED METAL OFMITEREDETD, OETMLG OINENe. ETC. of TRANSITION (FORMED NETAL aAND) DEPEND ON TYPE AND D.A. OF PIPE 405.72 Width. The landing clear width shall beat least as wide as tt19 widest ramp run leading 10 � � $ SNAIL BE USED TO COUPLE THE Pipes. SIDE DRAMS: FOOT IN 430,32 J CROSS DP"V.. FDOT INDEX 43bSI the landing. 405.9.2 Curb or Barrier. A curb LA barrier shall DB provided that prevents the passage of a 4 inch J (100 mm) dismetsr sphere, where any portion of lire sphere is within 4 inchas (100 mm) Of the finish 4 MITERED END SECTION 405.7.5 Length. The lending Steer length shell be 80lnehea (1525 tutu) long mlNmlan. .CIt T.. floor TK ground surface. Q ` O 405.7A Change In Direction. Ramps that change direction between runs at landings shall have a 7L0 dear landing 60 inches (1525 mm) minimum by 60 inches (1625 mm) minimum, - __1 2 e u » 405.7.6 Doorways. Where doorways are located atlJacerk to a ramp lending, maneuvering Q & m clearances required by 404.2.4 and 404.3.2 shag be permitted to ovadap the required landing area. Q S 38S9 WTHK A•THREADEDBRASS Q • 8 ma LRNC.PAD WI c—o-- 405.E Handrails. Ramp runs with a rise greater than 0Inches (ISO mm) shall have handrails complying x < 4 0 •: aw. lolU W.W.F with 505. S' 10D 2 R' W EXCEPTION: Within employee work areas, handrails Shad not be required where ramps that are part � II rF—^ � o ? of common use circulation paths are designed lo permit the Installation of handrails complying with VJ R 2s. m 105. Ramps not subject to the exception to 405.5 shall be designed to maintain a 36 inch (915 mm) o r. CLEAN-OUTTCCCUPUNO READ minimum Clear width when handrails are installed. ca O w L A•Pve PIPE 405.9 Edge Prolectlon. Edge protection complying with 405.9.1 or 405.9.2 shall be provided on each W - j — PAVING, PACT COMPACTION P17 CU2A"UT side of rampruns and at each side of ramplandings. 405.10 Wst Conditions. Landings subject to wet conditions shall be designed to prevent the r Z o N N AMD DALMENWDETAER 9 IVP3:ALmENoIAyg acaamuWUon of water. W o m vm sQER�vx:E uIERnL lififflartmam of Jostles 2010 Standards: Titles it and Ili -129 2 u ° PEfI PLAtI 130 -2010 Standards: Tilles If and 01 Department of Justin W W NOMATNON•TRArFIC BEAMNa AREAS. W t''�N CONC.PADIS NOT REWIRED. AND CAP Y Ot MAY BE PVC. J J Qn TYPICAL CL EAN-OUT DETAIL Q o fA "w Pr NOTE: ozQCL - n° - - --- - ---- -- -- -9- -C - zr - TWO-LANE ROADWAY v ° °1�^ �"'^ v°r'• SHOULDER WORK LESS THAN Z FROM THE TMVFLED WAY W u,e s r< awrc WITH WORK ZONE SPEED OF 45 MPH OR LESS ne's,eNr• nne, rrwure w•m •nrPs ..r l.or-rl-dr m eiLLI v uPH U a. o.esw,,,r. rn,.r uM, aalaH ra e ` W Z H __. _ _ ._ - U U 4 — N -_____ __—______ __. U Z in Q SYMBOLS: • cruwvwm,,.ue rwe. ,tumor TWO LANE ROADWAI 0 +v.T .oM sro SHOULDER WORK 6ETWEEN r AND IS' FROM THE TRAVELED WAY Signed by: Id - 6 i usr wnr ,ne r.nx.s w, e.a w.w e+e r.ur.r ip."'•f i D 1 1- r =d,) FY 2025-26 TWO-LANE AND MULTILANE. WORK ON SHOULDER rrorA �7 ,_� 10/27/2025 '�("• S� n1ollo STANDARD PLANS 102-602 Jo/1 ,vrylurw.: C-502 COS CEMETERY 2`. M' E1113 DIG }1 2Do- _— T tea [Oil .1:11 1 ^fir �51, yn� `71AYC I tea . —_± #•T- r�� IN _ _ ! / Y� 12a I ea t STRO.W / A SECTION THRU DRIVE G EAST PROPERTY LINE G-S COS CEMETERY Sa R.O.W NORTH CENTRAL AVE. EOP 2_.. I II e EXISTING MATCH - _ T m a Ra _- jj J '--lxtSnp TLIT YOa 11nC PROPOSED IO.(r •n u I ea r D SECTION THRU EAST PROPERTY LINE t'Cfi00� swlx.l ,a NORTH CENTRAL AVE- 22a 20O +e a tfia Ua +za tD.a Ba .:ONSTCONCRETE THICKENEDEDGE(trdna ) .1 e8 NEW S'6NJ t 2e9YPARKINGLOf EXISMNGASPHALTORIVE DEV- I iI`•TS EGP MATCH EJUSRNG - FJ05TIN0 20a ,8.a 200' tea ,aa 12.a� PAOEE - F•.� _ 12a 109 90' ffff` r 110.a 8a SECTION THRU PARKING @ SOUTH DEVELOPMENT LIMITS � s✓te o OF.V EXISTING - L,`ITS MADE 22 P 22 0' 2DTv- T LSA zD D• • 160' ,80' Y9tl P PO5E0 • 0 14S 0.tl 0.U• E SECTION THRU :NEST DEVELOPMENT LIMITS . no, 22a x0.a 20.a lea � ,e.a wT�IT 10.e 1e.tl ,2ff 1Re 100 -• " 1012 SO "EMI &G• THICKENEDEDGE Trd•Cw! � /'F `,� SECTION THRU EAST PROPERTY LINE 9.5 25• GRADE DEV 5 SHALLOW L!}TS• WA 9fE I t8_P _ - PROPOSED \ N.tl pLALTE -. 120" \ '- EXIST" NG 12.0' 1.. r 109 a.a I7.WCUT-CC)NSTCONCRETE F� THCKENED EDGE (12-d x ",, SECTION THRU DRIVE @ NORTH DEVELOPMENT LIMITS GENERAL RETENTION ARI;VARTHVYOJtK Mp7E$; PNYIMPORTFILLMATERULL PutQEER17NE f£16R 11Ff�ASEA SHALL BE BETTER THAN OR EOUNALENTTO 2D FEETAWY. • COMPACTION OFALL DETENTION AREA FILLSHALL BE COMPACTED TO eS%OF THE MODIFIED PROCTOR EACH LAYER OF FILL SHALL BE COMPACTEDAS NECESSARY TO OBTAIN THAT DENSITY. AND IS TO BE CERTIFIED BY WE GEOTECHINIC AE ENGINEER AT WE TINE OF CONSTRUCTION. NO COMPACTION EOUIPMENTSHALL TRAVERSE ANY PIPEUNTIL MINIMUM COVER IS PLACED OVER PIPE TO PREVENT DAMAGE TO ME PIPE • THE DISTRIBUTION OF MATERLAS THROUGHOUT EACH ZONE SHALL BE ESSENTIALLY UNIFORM AND THE PILL SHALL BE FREE FROM LENSES, POCKETS. STREAKS OR LAYERS OF MATERIAL DIFFI]TMO FRSTTHE LYNUNDINGEMOISTURE CONTENT.7R Tf TOTI SURFACES FROM TIE 3 EMBANKMENTS SHALL BE • TNETOXI SURFACES EL DRYNG NENTSSHALLBE MAINTAINED APPROXRLATELYLEVELDUPoNGCONSTFIUCTION,E%CE➢T SH U CROVNOJNEDTOSLOPREEFFET N1CA NA2PERCEN4GHALL BEMAINTAINED TO SE WILE EFFECTIVE AN • EMRANGBENTSTOEEEICONSTRUCTEDAN EXISTING EMSAwNEEi THAT THE SILO E OF OIDESCRIBEDABOVE CE% BAVOET BUILT 5HTHATTHESLOPE E THEBONGING wTTO ES BETWEEN FNOTS STEEPER INPIACEAND EMBANKMENT I O PLACED L NOT BONDING THAN] SURFACE OF THE EONTAL TO 1 .N PLACE -vEf+RiBE THE PENDING Ad- OF THE EMDANG WE IN PUCE SHALLBE STRIPPED OF SPE IFI CD NOT MEETING THE SCARFI MEMS TETINS SDERECDT10N.AND HNLIBE SCARFIFD,MOISTTTIT AND DMTOENSU WHENTHE NEWFILL 15 RACEDAGNNSTNOS AINTHTTOENSURE A GEODE CONTENT :11E NEW ITV ANDTO W TACTHE WE IN PL MEAND ECONTENT AND DENSITY EMBANKMENT THE MOISTURE CON WE IN PLACEAND NEW FILLS AND MAY REQUIRE TO SPECIFIED DRYING PRIOR TO REPLACING AND UPCKFI O NI TO OBTAIN SPECIFIED THIS OR ANY DRYINIANON IDE COSTINCIDENTAL THIS OANYD S SOIL DRYING IS CONSIDEREDDWORK COS TO THE VAMK AND SHALL BE INCwOED IN THE EARTHWORK COST, GENERALGRADING NOTES: t ALL SIDEWALKS. NEW a RECONSTRUC TIED SHALL MEET AGA REQUIREMENTS - Li. IMX n CROSS SLOPE t2 PAX$%LONGTUOUTALSLOPE 1.3. MINa BSLANDINGATCIWNOEINDIN:LTION AT2V.MARSLOPEALLVNYS 'A. W 12-1 SLOPE MAX 51N LENGTH FOR RAMPS. LENGTH IAAY SE INCREIA.SE IF HANDRAIL 15 PROVIDED 2 ALLSLOPE561 OR STEEPER SHALL BE STABILIZED WITH SOD. ] SIOEiRW�SNAIL NOT BE MORE THAN 2%OR LFSBTHAN I%CROSS BLOM AND NO MORE THAN STS LONGITUDINAL SLOPE EXCEPT RAMPS MAY BE 121 AS SHGYN ON PLANS. W Z F Lag Z J 7 } q z ta_ O W J U MI—QW W Z I— UIaJ(n� 1^Qm� U Z N Q 0 _ N Z O) �f — Signad by: f �1 O O I I1 ]O/2T/202S C-503 � z�/ f r a eoy�s r.e,. m:�.iFmgs ..� �. n ,.�.,,�> -+ICE=• — PLAN VIEWd n II ELEVATION nee..onrxa w�rPnw�s c�Usmr. INDIAN RIVER COUNTY I STANDARD LATERAL _I DEPARTMENT OF SHALLOW SEWER S'1 UTILITY SERVICES s:E ouwxo..s,°..]erVIEW INDIAN RIVER COUNTY DEPARTMENT OF I METERBOXACCESS W-6 UTILITY SERVICES A fie y nr.k�a 1 J— srr.xvn."EELEVATION INDIAN RIVER COUNTY I TRENCHDETAIL I .�. WDIAN RIVER COUNTY I _I DEPARTMENTOF DEPARTMENTOF TRENCH DETAIL NOTES M-1 UTILITY SERVICES (UNPAVED EASEMENT) M-1 UTILITY SERVICES A PLAN VIEW 111 ELEVATION NOTES: .druson,�smxeoEunwowxw+e Fe m-mnc]m�ewu.euu. IIVLVLrt�O]YP,4YHIr• Mo[rFAY�mnncou]. msT.umoa��.r nc�a`]"]rr �i� Y°E �im;crwr m.Hoi�e.nP rm�'ww��°POe.on�.� ] n wnoul� Mwou�lwhn ereH.rw«rcua.eoxma wwsww ]¢o PLAN VIEW aorea I REdu� ELEVATION eeF own]m xx.]a riaxw m.w Beres NOTESoxamu.w.]n eemnxm,awm]�].w.w,m ee r?w��n w oemi vma exmnb wryeus re'a�imira �,� xwrn]rure..lnrw.�.w IND" RIVER COUNTY TRENCH DETAIL (PAVED DEPARTMENT OF AREAS & SHOULDERS M-Z UTIUTYSERVICES �— NOTES INDIAN RIVER COVNTY REDUCED PRESSURE .. INOUdI RNER COUNTY FIRE HYDRANT BVALVE INDUIN RIVER COUNTY DEPARTMENT OF BAC. ,PREVENTER W_11 DEPARTMENT OF I YV_1 DEPMT..OF UTILITY SERVICES IRPZ) UTILITY SERVICES I LOCATIONS 1 UTILRY SERVICES �Y METER BOX WITH LID o"cwernaxPOLrt maaov'ar TOP VIEW So CIIO,N'AEEW ro,Ee INDIAN RIVER COUNTY I METER BOX TYPICAL _I Wap DEPARTMENTOF 'S UTIUT( SERVICES OPEN BOTTOM ...•.. PLAN VIEW a 1 0 RIPE OF TOP VIEW ..oe I.x.. ' E ,5 11� .,...,.....� -- �ELEVATIOsN �vu w.�w. xor.a INDIAN RNER COUNTY I METER BOX DEPARTMENTOF INSTALLATIONS W-6 UTILITY SERVICES NOTES .�....�....r..,.�ua.o< e..x n x].n.munrrw •lcw.rra.nnm® rm..wamwvc� sa mxv.rlo ELEVATION ce*ca runs _I INDIANRIVER COUNTY I —I IX— INDIAN RIVER COUNTY I FIRE HYDRANT DETAIL VALVE NOTES W-1 DEPARTMENT OF FIRE HYDRANT DETAIL W_p DEPARTMENT OF W-2 A UTIIlIY SERVICES UTILITY SERVICES NOTES A c6c W F- J_ F— U) J F- w Z W W z ra-jZ W z W UW V)� 0 m � U2 IV)Q N ? ----------� Slaned by: lo/77/7a25 C-1504 Zvi 60� SZO /LZ OL 009-0 ��r lei o �1 _ tO Z 2 Z ®? 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