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Home My WebLink About07-16-2020 PZ AgendaMOF HOME OF PELICAN ISLAND 1225 MAIN STREET ® SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ FAX (772) 388-8248 AGENDA PLANNING AND ZONING COMMISSION THURSDAY, JULY 16, 2020 — 6:00 P.M. CITY COUNCIL CHAMBERS 1225 MAIN STREET, SEBASTIAN, FLORIDA ALL AGENDA ITEMS MAY BE INSPECTED IN THE OFFICE OF COMMUNITY DEVELOPMENT 1225 MAIN STREET, SEBASTIAN, FLORIDA OR ON THE CITY WEBSiTE 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. ANNOUNCEMENTS AND/OR AGENDA MODIFICATIONS Modifications and additions require unanimous vote of members. Deletions do not apply. 5. APPROVAL OF MINUTES None 6. QUASI-JUDICIAL PUBLIC HEARINGS • Chairman opens hearing, attorney reads ordinance or resolution or title • Commissioners disclose ex-parte communication • Chairman or attorney swears in all who intend to provide testimony • Applicant or applicant's agent makes presentation • Staff presents findings and analysis • Commissioners asks questions of the applicant and staff • Chairman opens the floor for anyone in favor and anyone opposing the request (anyone presenting factual information shall be sworn but anyone merely advocating approval or denial need not be sworn in) • Applicant provided opportunity to respond to issues raised by staff or public • Staff provided opportunity to summarize request • Commission deliberation and questions • Chairman calls for a motion • Commission Action A. Quasi -Judicial Public Hearing — Site Plan Modification — American Legion Post #189 - Proposed 1620 SF Building Addition & 1225 SF Outdoor Event Building — 807 Louisiana Avenue — Public Service (PS) Zoning District 7. UNFINISHED BUSINESS None 8. PUBLIC INPUT Public Input on items other than on the printed agenda, is five minutes, however, it can be extended or terminated by a majority vote of members present 9. NEW BUSINESS A. Accessory Structure Review — LDC Section 54-2-7.5 — 841 Dolores Street — 576 SF Detached Garage — Albert Berry 10. COMMISSIONERS MATTERS 11. CITY ATTORNEY MATTERS 12. STAFF MATTERS 13. ITEMS FOR NEXT AGENDA 14. ADJOURN DUE TO HEALTH CONCERNS REGARDING CORONAVIRUS, ALTERNATIVE METHODS WILL BE IN PLACE FOR THE PUBLIC TO PROVIDE INPUT REGARDING THIS MEETING. INTERESTED PARTIES MAY CONTACT THE CITY AT 772-388-8226 OR E-MAIL QUESTIONS AT COSTV COSTV.CITYOFSEBASTIAN.ORG OR MAY VISIT THE CITY'S WEBSITE AT http:llwww.citvofsebastian.ore/oublic-inrrut-methods. HEARING ASSISTANCE HEADPHONES ARE AVAILABLE IN THE COUNCIL CHAMBERS FOR ALL GOVERNMENT MEETINGS. ANY PERSON WHO DECIDES TO APPEAL ANY DECISION MADE WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING WILL NEED A RECORD OF THE PROCEEDINGS AND MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS 1S MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE HEARD. (F. S. 286.0105) IN COMPLIANCE WITH THE AMERICAN WITH DISABILITIES ACT (ADA), ANYONE WHO NEEDS A SPECIAL ACCOMMODATION FOR THIS MEETING SHOULD CONTACT THE CITYS ADA COORDINATOR AT 589-5330 AT LEAST 48 HOURS IN ADVANCE OF THIS MEETING. All government meetings in City Council Chambers will be broadcast live on COS -TV Comcast Channel 25 and ATT UVerse Channel 99 and streamed via the city website - www.cirvofsebastian.ora unless otherwise noticed and rebroadcast at a later date - see COS -TV Channel 25 for broadcast schedule 2 MIF SEBASTLAN HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT Site Plan Review Staff Report 1. Project Name: American Legion Post #189 Modification 2. Requested Action: Approval of a site modification plan consisting of construction of a 1,620 SF building addition and a new detached 1,224 SF outdoor events building along with required parking, stormwater, landscaping, and site amenities, including improvements to Louisiana Avenue. 3. Project Location a. Address: 807 Louisiana Avenue b. Legal: Metes and bounds, as described and shown on a boundary and topographic survey submitted with the project application C. Indian River County Parcel Numbers: 31-39-06-00000-5000-00025.0 31-39-07-00000-3000-00004.0 4. Project Owner: American Legion Charles L. Futch Post #189 807 Louisiana Avenue Sebastian, Florida 32958 (772) 589-8710 5. Project Engineer: Mr. Todd N. Smith, P.E. 1717 Indian River Boulevard, Suite 302 Vero Beach, Florida 32962 (772)559-3699 6. Project Surveyor: Mr. William Zentz, PLS William B. Zentz & Associates, Inc. 684 Old Dixie Highway Vero Beach, Florida 32962 (772) 567-7552 7. Project Description a. Narrative of proposed action: The American Legion has filed a site plan application for a modification to their existing site located at 807 Louisiana Avenue within the Sebastian Boulevard Triangle Overlay District. The project consists of constructing an 1 additional 1,620 SF of accessory bar area, including new bathrooms, to the existing clubhouse building, constructing a new 1,224 SF detached Outdoor Event building, reconfiguring the parking area and driveways, adding a new stormwater drainage system, and bringing the site into compliance with current Triangle landscaping requirements. Water and wastewater service to the site has already been accomplished via connection to Indian River County Utilities. Offsite improvements include widening Louisiana Avenue and installing a sidewalk. The site consists of 2.66 acres, of which 55,105 SF will be impervious & semi -impervious (47.6%) and 60,647 SF will be open space (52.4%). b. Current Zoning, Future Land Use and Overlay District: 1. Zoning: PS (Public Service) 2. Future Land Use: INS (Institutional) 3. Performance Overlay District: Triangle C. Adjacent Properties Zoning Current Use Future Land Use North: PS VFW INS East: IN Firehouse IN Garage South: IN Mini -Storage IN West: PS City Compound INS d. Site Characteristics (1) Total Acreage: (2) Current Land Use(s): (3) Soil: (4) Vegetation: (5) Flood Hazard: (6) Water Service: (7) Sanitary Sewer Service: (8) Parks: (9) Police/Fire: 2.66 acres Clubs & lodges, private Archbold & Astatula Sands Minimum invasives, Slash Pines, Oaks, & some palms Zone X Indian River County Utilities Indian River County Utilities Riverview Park — % mile Dog Park — % mile Indian River County Fire — 2 miles Sebastian Police — 1 mile K 8. Comprehensive Plan Consistency 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 9. Contents of Site Plan: a. lot configuration: provided b. finished ground floor elevation: Proposed - 23.10 feet C. contours and designating number of dwelling units: N/A d. square footage of site: provided - 115,728 SF (2.66 acres) e. building coverage: 8,938 SF = 7.7% (Maximum 40%) f. square footage of impervious areas and open area: Impervious (+ Semi -impervious): 41,495 SF + 13,610 SF = 47.6% (60% maximum) Open Space: 60,647 SF = 52.4% (45% minimum) g. setbacks: provided - in compliance with zoning regulations. Minimum Provided Provided Setback (Clubhouse (Outdoor + Addition) Event Bldg)_ Front - Louisiana Ave 30' 99.46' 193.09' Front - Sebastian Blvd 30' 277.51' 275.70' Front - Veteran's Memorial Way 30' 27.02' 122.81' (existing) Rear (west) 25' 55.77' 25' h. scaled drawings of the sides, front and rear of the building or structure: provided 3 i. 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: Clubhouse + Addition 17.8' + 14.4' (maximum 35') Outdoor Event Building 20.25' I. location and character of all outside facilities for waste disposal, storage areas, or display: provided — rear dumpster, screened by 6' high masonry enclosure with solid gate, rear shed area, screened by 6' high PVC fence M. location and dimensions of all curb cuts and driveways: provided n. number of spaces with their location and dimensions: provided Parking Required: 1 space/3 persons based on maximum capacity: 334 persons/3 = 112 spaces Parking Provided: 115 spaces: 92 Standard + 8 compact + 18 motorcycle (9 standard) + 6 handicap o. details of off-street parking and loading areas (including requirements of Article XV): provided — 45 paved spaces + 23 milled spaces + 47 grassed spaces Per Section 54-3-10.10(b)(2), porous parking spaces (grass) are allowed upon approval by the PZ Commission conditioned that "subsequent changes in traffic generation shall constitute grounds by which the city engineer may request review by the planning and zoning commission in order to determine if the increased traffic generation rates warrant improvements to the parking surface." If the parking needs are increased and the grassed parking spaces are observed to be used on a more frequent basis, the city can request, through the Commission, that those spaces be paved. No large truck deliveries are expected and smaller delivery trucks will park temporarily in site parking areas. P. all off-street vehicular surfaces available for maneuvering: provided q. surface materials: provided r. number of employees: not provided S. type of vehicles owned by the establishment: not provided 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 4 V. location, size, character, and height or orientation of all signs: provided — The one permitted freestanding sign is shown, and proposed to remain. Other un-permitted signs will need to be removed, as noted on the plan. New signs will require separate zoning reviews and building permits, and comply with the Overlay District design and color standards. 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 — A small, decorative split -rail fence will be installed around the stormwater retention area to help prevent public and vehicle access to that area, and in lieu of the required parking area hedging. Z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: provided 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 10. Site location and character of use: provided 11. Appearance site and structures: a. harmonious overall design: Yes b. location and screening of mechanical equipment, utility hardware and waste storage areas: provided — dumpsters and sheds have all been screened. Outside coolers will be painted to match the building C. commercial and industrial activities conducted in enclosed buildings: Yes d. exterior lighting: provided — see photometric detail. Overlay District requires decorative lighting. Final light pole product for the parking areas will need to be administratively approved before the product is ordered. 13. 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 5 14. Traffic impacts: A Traffic Impact Analysis was submitted. Based on existing use and the proposed expansion, the average daily trips (ADT) was calculated to be 392. 15. Open space and landscape (including the requirements of Article XIV): a. Name, address and phone number of the owner and designer: provided b. North arrow, scale and date, minimum scale of one inch equals fifty (50) feet: provided C. Property lines, easements, and right-of-way with internal and property line dimensions: provided d. Location of existing or proposed utility service: provided e. Location and size of any existing or proposed structures: provided f. Location and size of any existing or proposed site features, such as earthen mounds, swales, walls and water areas: provided g. Location and size of any existing or proposed vehicular use area: provided h. Location and size of any existing or proposed sidewalks, curbs, and wheel stops: provided i. Location of sprinkler heads, hose bibs, or quick cupplers and other information on irrigation: Existing irrigation well and pump are on site. Extension of the existing irrigation lines are necessary and required for the new landscape areas. j. 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 k. Location of required landscape areas and dimensions: provided I. Location, name, height and size of all existing plant material to be retained: provided — based on number and size, the site has 141 tree credits. M. Location, size, height and description of all landscape material including name, quantity, quality, spacing, and specified size and specification of all plant materials: provided n. Height, width, type, material and location of all barriers of nonliving material: provided o. Location, dimensions and area of landscaping for freestanding signs: provided n P. Show all landscaping, buildings, or other improvements on adjacent property within five (5) feet of the common property line: provided q. Triangle Overlay District special landscape requirements: The Triangle Overlay District has adopted the performance standards of the Riverfront Overlay District, including the landscaping requirements. The applicant is requesting a Waiver, pursuant to LDC Section 54-4-21.6, to reduce the number of understory trees to be planted, specifically within the western perimeter buffer and along Veterans Memorial Way. The waiver is requested for a total of 47 understory trees. Numerous specimen trees are being saved, and the site will have an additional 33 canopy tree credits which can be applied towards the understory tree number. The waiver is then reduced for a total of 14 understory trees. All other Overlay planting requirements have been met, including increased size, and canopy, understory [for Louisiana & Sebastian Boulevard buffers], and hedge amounts. General Landscaping requirements from Article XIV have also been complied with. 16. Required screening of abutting residential and nonresidential uses: none required 17. Flood prone land and wetland preservation: There were no areas of wetlands found on the property, and the site is located in Flood Zone X. 18: Surface water management: provided 19: Available potable water: Indian River County Utilities 20: Wastewater service: Indian River County Utilities 21: Soil erosion, sedimentation control and estuary protection: SWPPP provided 22. Performance Overlay District Requirements: In compliance 23. City Engineer's review: All review comments from the consulting city engineer have been addressed, and an approval forwarded to staff. The offsite improvements have been reviewed and approved by the city engineer. 24. Additional considerations: • Clubs and lodges, public and private are Conditional Uses in the Public Service zoning district. The existing clubhouse and site are grandfathered but the proposed modifications must meet the required conditional use criteria, found in LDC Article VI, which are: a) No building shall be located closer than 100 feet to any lot line which abuts a residential district. b) No off-street parking or loading space shall be located closer than 15 feet to any property line abutting a residential district. c) Screening: All side and rear yards abutting residential districts of uses shall be screened in accordance with the standards established in Section 54-3-14.16 of this chapter. 7 d) Alcoholic beverages shall not be permitted if the site abuts a residential zoning district. The American Legion site does not abut any residential zoning districts, and therefore is in compliance with the required criteria. • The new Outdoor Events building will be considered a multi -purpose building, allowing fundraisers, motorcycle poker runs, meeting space, etc. The designated food/bar service area can be closed off from the table area by roll -up hurricane shutters. The proposed floor plan for the clubhouse indicates an area for "gaming machines". These machines cannot offer cash, gift cards, or other prizes as this would establish an adult arcade use, which is prohibited in this zoning district. • The site is located within the CRA District and the project is eligible to apply for a Fagade, Sign & Landscape (FSL) Grant for to receive monies for items such as the new landscaping, cupola, decorative light poles, and a new sign. 25. Staff Conclusion: The proposed site plan is consistent with the Comprehensive Plan, the Land Development Code, and the Triangle Overlay District. 26. Recommendation: Hold a quasi-judicial public hearing regarding the American Legion site plan application. Staff recommends the following: PREPARED BY 1. Approve the proposed site plan modification with the following conditions: • Submittal of a recorded Unity of Title for the two parcels before issuance of the landclearing permit • Light poles located in the parking area shall be decorative, and can be administratively approved • Changes in traffic generation and frequency in using the grassed parking spaces shall permit a review to determine if paving improvements to the spaces are required, in accordance with LDC Section 54-3-10.10(b)(2)b • Gaming machines cannot provide monetary prizes 2. Find that the proposed site modifications are in compliance with the required LDC Article VI Conditional Use criteria 3. Grant a landscape waiver for 14 understory trees, and to allow 33 extra canopy tree credits to be used in lieu of 33 required understory trees -I�'I1ao DA E Todd N. Smith, PE, Inc. 1717 Indian River Dr. Suite 302 Vero Beach, FL 32960 772-559-3699 nspe@bellsouth.net June 16, 2020 Dorri Bosworth, Manager/Planner Community Development Department City of Sebastian 1225 Main Street Sebastian, FL 32958 RE: American Legion Charles L. Futch Post #189 Site Plan -- 807 Louisiana Ave., Sebastian Dear Dorri: This letter shall serve to verify the conditional use criteria for clubs and lodges, public or private in the PS zoning district, as found in Section 54-2-6.4(9), is being met for the proposed main building expansion and detached outdoor events pavilion for the above referenced project. 1. No building is located closer that 100 feet to any lot line, which abuts a residential district. 2. No off-street parking or loading space is located closer than 15 feet to any property line abutting a residential district. 3. All side and rear yards abutting residential districts or uses shall be screened in accordance with the standards established in section 54-2-14.16 of the land development ordinances of the City of Sebastian. 4. Alcoholic beverages shall not be permitted if the site abuts a residential zoning district. Please call me should you require any further information. Sincerely, �J Todd N. Smith, PE LIvOF HOME OF PELICAN ISLAND City of Sebastian Development Order Application Permit Application No. I Applicant (if not owner, written authorization (notarized) from owner is required) Name: A94f! Ki CA,rF Cr-_&-l0,-f Foci W-19-9 JA4i4A-N_%P_ �UsS �k�n I"vSll-1 Address: ec�70-7 L_eV 15 tA-N A f'VMNUE %F-F�Sn A-f+- I F1, Z'1 S� Phone Number: �n ) - !�1 Fib{ Number: E Mail: Owner (If different from applicant} Name: A---> k?PU cA-N-F Address: Phone Number: ( ) - FAX Number: ( } - E-Mail: Title of permit or action requested: JiTE iR Atx.w /Ki4�a,2, r►tiov� Ft c r1- t s•- PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING. COPIES OF ALL MAPS, SURVEYS, DRAWINGS, ETC. SHALL BE ATTACHED AND 8-1/2" BY 11" COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM. A. Project Name (if applicable): B. Site Information f Address: J�e-7 b vis l►. A- Aur—wv6 , �TIA_rq f R_ 3 z`j c e� Lot: Block: Unit: Subdivision: Indian River County Parcel #; Zoning Classification: Future Land Use: �G'O�C.f� ��Ev►Cl'r DNS Existing Use: Proposed Use: C. Detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets if necessarv): DATE RECEIVED: 5 /. It / 2 RECEIVED MAY 2 8 2019 FEE PAID: $ f J coo RECEIVED BY: City of Sebastian Community Development Dept, Permit Application No. j D. Project Personnel: Agent: Name: Address Phone Number: ( } - FAX Number: E-Mail: j Attorney: Name: Address J Phone Number: ( ) - FAX Number: ( ) E-Mail: Engineer: Name: t oao N , S �,,, ,`� �- � � d�l�, �•��N�1G,�'i - fides ��t 1 �N-' Address I �� 1 30 , uaz tx vtt r �71 Phone Number: �,� } - FAXumber: ( ) - E-Mail: 'rNSfa (eI>ELJ-56VM. M54- Surveyor: Name: Address Phone Number. { ) - FA Number: ( } - 11-1 ?5r7-7- E=-Mail: I, ('R'ss , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: _ I AM THE OWNER I AM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF IS APPLICATION, AND THAT ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCURATE AND TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. SIGNATURE DATE SWORN TO AND SUBSCRIBED BEFORE ME BY '--Rv5 S YAC c w•s k , WHO IS PERSONALLY KNOWN IRME OR PRODUCED De i"r j t j rn .f CA AS IDENTIFICATION, THIS o�k-S DAY OF Mo� 20_L�. NOTARY'S SIGNATURE PRINTED NAME OF NOTARY �i/I? if/ fTul COMMISSION NO./EXPIRATION 0 6 SEAL: .L�,jiYA•"•,• KATHLEEN KATTUS ®Notary Public - State of Florida f Commission # GG 284010 My Comm. Expires Jan 21, 2023 a Bonded through National Notary Assn. Permit Application No. The following is required for all comprehensive plan amendments, zoning amendments (including rezoning), site plans, conditional use permits, special use permits, variances, exceptions, and appeals. I/WE, _ THE OWNER(S) I _'V-,THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE P ERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE 17e P BOARD/COMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY IN CONNECTION WITH MY/OUR PENDING APPLICATION. I/WE HEREBY WAIVE ANY OBJECTION OR DEFENSE IIWE MAY HAVE, DUE TO THE QUASI-JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARD/COMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MY/OUR PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING. THIS WAIVER AND CONSENT IS BEING SIGNED BY ME/US VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIED, OR PROMISES MADE, BY ANY EMPLOYEE, AGENT, CONTRACTOR OR OFFICIAL OF THE CITY OF SEBASTIAN. ram' �. � _ .�/ _ 112 SIGNATURE DATE Sworn to and subscribed before me by s s TACcws)c r who is personally known tome or produced as identification, this day of N. A -� „ 20�. Notary's Signature�'`�� Printed Name of Notary A�W�fl C ,rr C tr-a Commission No./Expiration -&G -A? 010 0/ Seat: �.— — �d"v KATHLEENKATTUS ?4 • Notary Public- State of Florida Commission N GG 284010 c. MY Comm. Expires Jan 21, 2023 Bonded through National Notary Assn. APPLICATION FEES ARE ESTABLISHED BY RESOLUTION OF CITY COUNCIL. ADDITIONAL FEES FOR THE CITY'S CONSULTING ENGINEER REVIEW (WHEN REQUIRED) WILL BE THE RESPONSIBILITY OF THE APPLICANT. ACKNOWLEDGMENT DATE AMRICAN LEGION POSA" 189 - Fy�� a2. t".a. pWTAGnIL LOCATION MAP mm'w RND Row LAADWfAXWOL IDIW/N 5.a �� LAWIAW 4pwy,T7 3"e VICINITY MAP 807 LOUISIANA AVENUE SECTION 6, TOWNSHIP 3 IS, RANGE 39 E S EB AS TIAN, FLORIDA J-UE-'Y2020 OWNER AMERICAN LEGION POST # 189 COMMANDER RUSS PACOWSKI 807 LOUISIANA AVENUE SEBASTTAN, FLORIDA 32958 (772) 589-8710 russ1371mc(a aol.com ENGINEER TODD N. SMITH, P.E., INC. 1717 INDIAN RIVER BOULEVARD SUITE 302 VERO BEACH, FLORIDA 32960 (772) 559-3699 tnspeCa bellsouth.net SURVEYOR WILLIAM B. ZENTZ AND ASSOCIATES, INC. 684 OLD DIXIE HIGHWAY VERO BEACH, FLORIDA 32962 (772) 567-7552 billz-wbz(a comcast.net TIIO b M C.ellw..b OM11a OOar Un aappl/it M TOM K aaq. Id Y ...M .alp' b T.M K OM. IL Y... MwOr4 aw P.MN b ,a. a..w .ahb b aonwaY.a .tl tlW PMKI. r.0 aMr a.. w rww M O.w MawwnlO a q nOae0naEaa4 aaalT. Oab. > alr. 4AKw • Ow Ooanwb b aiewa. M OOpO.Oy IaaliellM .Owl aan.�R or nM K ai. PE Pwuv� b b hl.rtl C.,pgt Iw.' O CIF 1W0 K 9fIK fE INDEX OF DRAWINGS Cl. COVER SHEET C2. EXISTING CONDITIONS PLAN C3. SITE PLAN C4. PAVING, GRADING AND DRAINAGE PLAN C5. STORMWATER POLLUTION PROTECTION PLAN C6. PAVING, GRADING AND DRAINAGE DETAILS C7. PAVING, GRADING AND DRAINAGE NOTES LS 1. LANDSCAPE PLAN LS2. LANDSCAPE 1)ETA111LS AND SPECIFICATIONS ., ... Se171j?-le , �ii No. 42082 'd •• STA O (A�qtg9nnqq o .. .l L,J`�LULO o Or OL m w. � � 1-9 4&a cl ENGINEER'S P.N. 18815 RECEIVED JUL 0 6 2020 tp*�* Ubasfian comft+Rityb&59tpn mftDept t E N0016.25"E ""j, '!� $1 SOUTH (o) v107.30' d * N s+ o� # 4 �9 3 GRAPHIC SCALE 30 0 15 30 60 120 (IN FEET) 1 inch = 30 feet -1 ITY OF SEHASNAN AP�DsER7Y 536.50' / KTa9 i�n_______________________ lWK FENCE _________________s________________________ •• _ _ suli'le'2e'w wexAWs'r(e � 00' I N � SOUTH (0) NOate$erft ae'eOI a I NORTH (D) 2 N m Iva;, I I i *q r 4 i fir' I r *A 3. Pa EXISTING CONDITIONS PLAN 1' - 30.-0' /4 x(n + Ln �Qt y r NUC AS -S4 .,�. 4 �n 1 E M p N O D [Sf 6 �c 't S0096'25"W R 5. ASPNALraap� LOU/S/A AVENUE (3 C w N wt E70.5TMAG AS1% Im BE Ram feu 1 O o� N 7 7� % 111 / %SOO'I6'25'W qb 133.00' 363.4' r J i � •t m. �i ml psi C� R �x a � i1 y 117 I ASPNALT ROAD Wee I 1. This survey does not reflect or determine ownership. 2. Lands shown hereon were not abstracted for rights -of -way or easements of record. This survey was performed without the benefit of a title search. 3. Reproductions of this drawing are not valid without the signature and original raised sea] of a Florida licensed Surveyor and Mapper. 4. Survey site lies in Flood Zone "X' per Flood Insurance Rate Map no. 12061CO111H, dated December 4, 2012. 5. Subsurface utilities and improvements were not located as a part of this survey. 6. All boundary measurements equal record dimensions unless otherwise noted. 7. Elevations shown hereon are In feet, referenced to NAVD'88, based on Indian River County Benchmark 'SM005054', having a published elevation of 30.09 ft. NAVD'88, 8. Bearings shown hereon are referenced to a previous survey of this site by Houston -Price, dated 6/7/2000, as provided by the client, holding the West r/w line of Louisiana Avenue as bearing SOO'I6'25"W from iron pipe at NE comer and iron rod at SE corner. 'tor. a a soarr rrs, e,= s. ,,..w r nor a s,r. nc r w.ra car r r.ae A e,Y �i � i..,r w ..rr. a b ww...r r wnwawn .w, e4 w+. M asw ace w n=r a snrr awnwa « w..�wws.. a.A.. as w cow r..w r scow s.oun.a a =,.,. r rwr .N+rwi rn.r w�A r toe a a.0 rb rr.. a ti rw,r d.-r i...• O mta nm a t�L rc LEGEND NAVD '88-NORTH AMERICAN VERTICAL DATUM OF 19M B.M.=ELEVATION BENCHMARK SET IR/C=SET 5/8- DIAMETER IRON ROD W/CAP STAMPED 'WBZ-LB 5840' C.B.S.-OONCRETE BLOCK STRUCTURE -EIIISIING SPOT ELEVATION BFPV-BACKKFLOW VALVE F.F.E.-FINISH FLOOR ELEVATION RCP -REINFORCED CONCRETE PIPE IR/C- IRON ROD WITH CAP .P.-IRON PIPE, NO I.D. I.R.-IRON ROD, NO I.D. MAG-MAGNETIC A/0-AIR CONDITIONING R/W-RIGHT OF WAY &CENTRS CENTRAL ANGLE L=ARC LENGTH CHD-CHORD CB -CHORD BEARING q-CENTERLINE EL -ELEVATION OHW=OVERHEAD VARES W.F.-WOOD FENCE 0014C.=CONCRETE COY. -COVERED (M)-MEASURED (C)•CALOJLATED (P)-PLAT COR.-CORNER FND.-FOUND FND.-FOUND SYMBOLS cPla- CONCRETE POWER POLE MLP-- METAL LIGHT POLE aWP = WOODEN LIGHT POLE W P IST - WOODEN POWER POLE w ® - WATER METER wV N - WATER VALVE H101 - FIRE HYDRANT sv P4 - SEWER VALVE r1E0, o = ELECTRIC RISER BOX GATVO CABLE TV RISER BOX Tan - TELEPHONE RISER BOX SAIL,L MA - SANITARY MANHOLE `MM0 - STORM MANHOLE GA E— - GUY ANCHOR AREAS INDICATE aSHADED ASPHALT SURFACE tY - PINE TREE W/bIAMETER PALM TREE W/DIAMETER m' I - OAK TREE W/DIAMETER DESCRIPTION OF SURVEY SITE DESCRIPTION AS PROVIDED BY CLIENT m PARCEL 1: Beginning at an iron pipe at the Southeast comer of the Southwest quarter of Section 6, Township 31 South, Range 39 East, thence run North along the East line of said Southwest 1/4 a distance of 300 feet; thence run West a distance of 300 feet; thence run South a distance of 300 feet; thence run East a distance of 300 feet to the Point of Beginning. PARCEL 2: Beginning at a point 300 feet West of an Iron pipe at the Southeast corner of the Southwest quarter of Section 6, Township 31 South, Range 39 East, running South 103 feet 6 inches (103.50 feet); thence running Northeast along the North side of Fellsmere Road 182 feet 6 Inches (182.50 feet); thence running West to the Point of Beginning. PARCEL 3; Beginning at an iron pipe which Is the present Northeast comer of American Legion property being in the SE /4 of the SW 1/4 of Section 6. Township 31 South, Range 39 East, run /t _ North 133 feet; thence Wee 300 feet; thence South 133 feet to the NW comer of American F+1 Legion property thence East 300 feet o the Point of Beginning. NOTE: PARCELS 1 AND 3 ARE SUBJECT TO RIGHT OF WAY OVER THE EAST 40 FEET THEREOF FOR LOUISIANA AVENUE AND PARCEL 1 IS ALSO SUBJECT TO RIGHT OF WAY OVER THE L ^ C-' SOUTHEAST PORTION THEREOF AS SHOWN FOR COUNTY ROAD 512 WHICH IS APPARENT BUT U% HI NOT EXCEPTED IN THE LEGAL DESCRIPTION PROVIDED. F WA 0 U 0 0 a 00 E ti ', a Ns�. 0 No. 42082 � _ � O My 4,:t7NAL /r;16�ti1�E�� t1H�r HOUKi rVrR pWNu N rou � eec m C/'11 orRIVINK JUL 0 3 2020 L 18815 BA SIN ASIN _Pp WINV.-15.9 I I < E. INv.=16.1 > I I 40s CITY OF SEBAS77AN PROPERTY P.O.B. ED ,? 6 EXISTING 6' CHAIN UNK FENCE CATCH BASIN �e p PARCEL 2 C 24•RCP N00.16'25"E GATE _ S v- ss.7 3 f�, FND.5/8-I.R. '' -_---------__-----------_---------__-_--__-a-------------- ---- ------------------------ ----------5_3_6._5_0-------------- - �,�-w'"+� v �� > ---- ..----------------------------------------------------------------------- - 500'16'25�W 103.50' '4,1 0016-2y '-� -- ---- N0024'59'E D 86.9i �D� �' V 300.00 V N0016"E CONCRETE PAD FOR DaaE,D'�tD' 133.00. 50016'25 o �� 66. SOUTH (D) I south (D) NIxr,6 s5^ ) (C) NOR I (D) DIA�,ER ENCLOSURES WITH 6' i PEL.:ATE EXIST. SEED As SHOW4HIGH MASONRY WA-- AND GATES. Win I I o + n I DENSE FOLIAGE CA I I 10 GRASS .Acts A 10 . I2ar T Ar. se i ` oil I' Ns IX ,. NEF OdOSHED.& - 'a . t01 II I :•'''' PAA•�roMATWEXISIN6 raNWITL - .. r..:..••1 ..... :: 30.34• COLOR. \ �\\F PIa°0gnDEOM7NE 4 ro m As�xP,c \ '.. o\ OVERALL m I 1LCINT PIE pw aP aPANarr. R=2060.94' �� 11 b r' 8 m,v TIDE Aoa>s Purr m 4�OP,a`� m \ p• - •4 '58" �i ./ BOW im TRACT TOR 2a* ro DUTDODN c+a `' - § r.j 2 18 > ao8 2 \\ \ I I ' 6 A � I + I YNIlE1Mei 2y f PIN0POSE0 T 224 s : PADS O1N>0 > \ "`ATCN L Nc sA'� 1 f Z p L=313.52' I �z 44+/ / u r - Dar I i I 1 A�r I R a'A°°ReuEDNCEV24 P, L ` ,: !� m r \ CHD=313.22' I / N N °� EL - 2a,o f 30 �... NDFHCFWND WELT. WTx s• \\ �� C6=S56'07'00"W arANOur� zalr : Ga '' 9IwnE 1XFNorETrwP ml i v \ \ \ ' I I I j &, I f�( r 1.620 S x ••w0 � IJIT STATION j, .r V ��((II SPIGO o MNSION) ' \�7 '" • yy ='i $ e = i3"76• 7 I - ula No -0REuu \k$ \ It I I I 11I II TON H 9 PANT TO I I I I I \ I a 1 1 I 2z10 xiaB i 13H I uDa d• PIPED zs (rev.) IQ ca�.22 PAD \\\ �•.%)° d�ti Kii ��'\ �1 1Ij I ; �( I A 807 LO�ANAA UEE I_ _ I F.F.E.=23.1 c�INc AII I� I I _ soi' RELOCATE DIST, SHED 2, SEHVwE ro NEED au ^} I REMOVE DRIFT PAD PAD AND GATES W I I 1 I $ I \\ \\ I I I I srawwATEW NAHAmND+i mAcr CONMECTMAIN TTTo 6EXas°Piwc ►N - r �STINGI COMM° °gOP rt'�ro wia m o I I I M ON THE xaRnN "EAsr�, I - ) EMITTING BNLONG DOOR. I I I \ \ I I 8 EMITTING O%ONGPROPOSED PAVER AREA I I I \4ND.5/89Cj$II�III WOW ��0ONI iI y n 4 2FTR crSIMILAR EXISTING IRRIGATION EanPYiar 6905To ALONG LOUWANA NSDE COVERED AND SCREENED aIuV U3 + AA spur FAIL FENCE, # ENCLOSURE III. $c Or GRAPHI SCALE �cArLM BASH A II A SIILHS---777LLL I I q p . \\ 09 �1Y INV. 5s1 Hn • I!' ! _ PER FTP-25 (TAP - - 1 EX 1' PVC I LOG \ Q INV✓ t 6.25 i I \ I / $ - C 1 SO.O' JJJ��•••r - 0' y6M WATER SERVICE LINE ( a Far) \ ISM \\ I I 7 - T PO € r p. aP ' B 1O I L inch - 20 tl cD \\ i \ \ / 8 p�[ :�:� �. ; :..A_. CLIP r`o I'g� - v 4 �'-.l°!e &."O,ee' \\\ \\Q\ BGBISS -- A 1G. 1200 :X 7. AI" :!..�.-,• 4 IZB'1: :•r J ��j 1, ALL NIASAIICE EXOTIC VEDETA EWSIHG \ S i \ • o� / - •. y I WITHIN PROMCT SITE PROPERTY BE 9� \\\ , REMOVED N CONJUNCTION WITH \ \ \ t% - - - -/ - - - - 1 ]Or -1 a DEVELOPMENT. \ �, IH \ \\ Xsp� /J J/ '01z4• WIDE sT BAR I1 Ira . I 2- AN RwCATDN WELL DIM ON SITE. \ � ,� \ \\\ � aij � I � � ./ /�= PANTED T� h .�.� ��,�6 NO OWBE 3 ALL DISTURBED AREAS ARE 10 \\ \\ \\\ \ \ i4• am g!, SITE B.M. I ' aVJM STABILIZED ANSI GRASSED. �� \ '' Ai \ \\ Y. PANTED 1' TOP OF E F NAIL I CAME (V PAVEMENT NT 30' RI -I STOP f I PER FOor 17348 TRAVERSE POINT I I ? f11TE dF PAVEMENT 4. COMPACT MAWONG ro HE PONIED W \ \ ION \\ -r.:. - - a- EL.=23.30 FT. NAVD� �; 24• WIDE JIM BAR .HEEL STD r .E IS IN . tg r 3;L \�A \�\\ °'Mml°M'ml I I 1 I i 1 I:: : �:::: I:::::: f ::;:: a f::::::: .:: I I _ _ I I R I R I L N PANTED TE \ \ - v t 6 ORA55 .'L3 A YF . TAW s. NO PINASN6 PROPOSED. ALL SITE \ \ \\ U PAYED 1 10. . _ 10 INRiArRlICR1tE ro 9E INSTALLID PRIOR \ \ d+i \ \\ \� - -� ti Xx TO REOUESRNG CERRRCATE OF $ OCCUPANCY. CEiRFICAIE OF OCCUPANCY , �LV N \ \\ �y//J .?�':I: •�'!•'::.. Ili • 3) I .� �0 FOR EACH STRICTURE CAN BE ISSUED , \ N O \ \ \ G 1' INDEPENDENT OF FACN NmER , \\ J \\ \\\\ c • EDT TRACT '�. - ooNYErAMXE SwALE :r I 0. A FIRE NOTES: e vl \ CATCH BASIN\ \\ - / .' of is 1. Cd MERCIAL/WLTI-FAMILY BUILDINGS \ 1I,W_ .a \\ a / /^�E OOEWAUf $ SILL POST !1 MINIMUM 6 INCH ' I \ x A Q 3i01A iENtY • / -i� .; I NINAERICAL ADORES. I \ S.W. INY.=16.4 \ \ "TIT /.q . z A FIRE HYDRANT EXISTS ON THE NORTH \ N.E. INV.=16.4 \ \ EAST WRIER OF THE SITE ' N \S. INV.-16.7s'• ..- ''-.f-rk'=`'✓'u'� ' " t. ";!5':i,v_::•;: '- - �c - 3. WATERLINE EOSiS ALONG THE WEST SEE �r \ OF LOUISIANA AVENUE o� .. $ '\; \` a, d PROPOSED ROATVE swALE ------ $ Y FND.S�. LR. tail 00 V T------------------- -: P.0.6. OF PARCEL 1 �.._ c; \MOVE DISTNCRI-I STOP \\ } `-- ---- --- \5r ----- ---------�•�� S.E. CDR. OF S.W. 1/4 �i TO6' TROY EDIT OF \\ a JO• RI-t STOP OW SECTION 6-31-39 - RowwAr fie• -----� -- - - - --- . - - ---- 3 241IN� YSTO°E BAR ! $ �'� ��, ��e PROPOSED z' ST%BILhV . NOT RECOVERED REMOVE ElO51NG ASPHALT ' r� II II "A SAWCIITAIATW EXISTING A.K.A. N. 1/4 CDR. �� STALL MILLINGS ALM ROARWAIT PROPOSE) 2''STABILM EXiS71NC A HALT ROAD EDGE PAVEMENT �- LQUIS'� A A MUE INSTALLR€r z{• WIDE w TIE - \ \<a - --- - s�NOiA�ER SITE � AN 31-39 Hypo ShC STOP BAR -- --- .------- PRavoSEo SITE --- -------------------- Y�W \ - e m - - ---------- PROPOSED st ADDITION-�I s Z BALL 3 LFF sr xG \�\ aim cWSTRVc11DN ENIRANTE _ _ TO ASPHALT ROADWAY 1' - 20'-0• �`�� ` \S• PROPOSED T *R ADDITION �( 1.630 SF OF NEW NOSE: WLN BLAST OR GRNO \ TO ASPHALT ROADWAY '`� ASPHALT PAVBEFi SITE INFORMATION EXISTING �"` OFF ROADWAY. 1 \\ OWNER &SITE REQUIREMENTS &PERMITS REQUIRED &TRAFFIC STATEMENT p0S�RT�N�O PROPOSED SITE DATA AME ICAO IEGgN POSE /lED MINIMUM LOT AREA REQUIRED15.000 SF PRO" .728 SF CITY OF SEBASINN BUILDING DEPARTMENT EXISTING RIB NIl-L0029 SRNpS/LEVBER� MMERS) - 190 AV EXIST. BUILDING AREA SITE AREA - 115.720 SF 4,790 SF - 0,11 k AG IW4.111 AX EXIST. IWWNCS REYO.ED ) - 0 SF - 0.00 AC - O.OX 807 LOUISIANA AVENUE SEDASINN, FLORDA 329SB MIIOIW LOT WIDTH - 1W FEET - 2SOAD FEET CITY OF SEBILSTNn CONDITIONAL USE APPLICATION TIE 925 DRIVING PLAC� ((SLOG EXPANSION k �VENf RDF..) PRROP. BULONG ADDITION 1.620 SF - 0.04 k - 1.4X PROP. MIWNtS SEw-IMPERVIous {.600 S - 0.10 k - COX COLNANOER R1S5 PAWWOO MMNMUM LOT DEPTH 125 FEET - J67.47 FEET Cm OF SEeI51NN SIDI'61WI1TER REEDIT pg0Pp5Ep TRIPS - (0)f1.36 TRP9/1,000 2,820 Sp) - 192 ADT EXIST. SHED AREA 220 SF - O.QO k - 02% TOOT MILLINGS SEMI-NPERvgUS {.600 SF - 0.10 k - {.0% (7A2I SBH-8710 YMOWN IYPFAVg115 . 60% - 47.61G CRY OF TIN RIGHT d' WAY PBiMF PROP. SHED W CONC. - 120 SF = 0.01 A. - 0.1% EXIST. CRA55 PRCC (SEMI-APER) = 0 SF - 0.00 A. - 0.0% Pus 371 m40ooLoom MAXIMUM BUILDING COVERAGE - 4OX - 7.7% CRY OF SEBASTIAN LAND LIEIEBNG1'r EE REMOVAL PERMIT TOTAL TRIPS TO 511E - 190 AIR 192 ACT - 352 ACT EXIST. COVERED PATIO AREA W2 SF - 0.01 k - OAX PROP, CRASS PRIG (SELO-IMPER3 9.010 SF - 0.21 k - 7.HP NOON RIVER COUNTY UNITY OF TITLE PROP. COVERED GAZEBO AREA - 1.224 W - 0.03 k - IA% TONAL GR ss Pmc (gN-NPER 9.010 SF - 0.2, k - 729 STi1acm (Dann BUILDING) iPROPOSED NEW TRIPS - 192 AR SURVEYOR FRONT - 30 FEET - 27.02 FEET NOON FIVER COUNTY RIGHT OF WAY PERK PROP. COOLER AREA - 200 OF - 0.01 k - O.2X WILUAY B. ZENR a ASSOCIATES, INC - 99.46 FEET FOEP f0-2 PERMIT EXIST. COVERED ENTRY - 72 SF - 0.W k - 0.1X TOTAL SEMI-IMPEAVDUS AREA - 13,610 OF - OOJI k . 11.m WIL HD DIZE HIGHWAY - 299.U, FEET FOUR NDI PERMIT PARKING DATA TOTAL BUILDING AREA LSW SF - 0.21 k - 7.7X TOTAL IMPERVIOUS AREA - 4t- S - oA5 A. - 35.81T BEACH FLORW J2B58 - PARMNG REDIAIED - 1 SPACE/3 SEATS AT MAXIMUM OCCUPANCY FUSE. CONCRETE AREA 979 SF - 0.02 k - 0.OR TOTAL OPEN AREA - SO.$47 SF - 1.40 A. . 52.4X YyEERqop ODE - 10 FEET M FEET EXIST. CONCREE (RE7TOVED) 036 SF - 0.01 AC - 0.TdE (772) 567-t552 REAR - 25 FEET - 55.GO FEET FLOOD ZONE - 1 SPACE/3 SEATS(334 PERSONS) - 112 SPACES PROP, WFICTETE AEEEEAA - 261 9F - 0.06 k - 13X D'M- •^M MAXIMUM BULDING HOW - 35 FEET RILE SUBJECT PROPERTY S LOCATED N FLOOD ZONE W PER PARIONG PROVIDED - 113 SPACES (8 HANDICAPPED. 18 MOTORCYCLE - TOTAL CONCRETE AREA - 3,023 OF - OA7 k - 2.6E EXISTING LODGE BUILDING - 17.53 FEET* RIP-M. PANEL No. 1206100111 H. DATED DECEMBER 4, 2012. 9 SPACES, B COMPACT AND 92 STANDARD SPACES) EXISTING ASPHALT AREA - 15A00 SF - 0.35 k - 13.21T ZONING LAND USE &CONDITIONAL USE CRITERIA 54-2-6.4;9i vROPosED LODGE ADDITION - 4.42 FEET* ASPMALT AREA (REMOYEO) = 11.034 SF - 3,67 k - 25.2X IRS PUBLIC SETVICE SURVEY BENCHMARK (4S Pam SPACES. 2J MIUFIR SPACES AND a GRASS SPACE) PROPOSED AOW.r ARF11 - 29.03{ SF - 0.67 k - 25.1X CLUBS ,,NCI LOOSES. PUBLIC OR PRIVATE. SEMACIS (STAND ALONE BUILDING) ElEYA710N5 5I10MN IERE011 IN FEET, REEREIL7:0 m MAw'Ba. EXISTING SITE DATA TOTAL AST AREA - 29.034 SF - 0.67 k - 2S.IX (AMERICAN LEGION IS A PRIVATE CLUB THAT REWIRES MEMO@) & TAX PARCEL I.D. NUMBER(S: FRONT - 30 FEET - 122.61 FEET BASED ON NOUN RNFR COUNTY BEIICINARI( 'BM005054•, Owns PAVER AREA 0 SF - 0.00 k - o.OX A APPLICABLE ZONING OSTRIGM MUST BE WRFW PS ZOMNG DISTRICT. 3;-39-00000-5000-00025.0 - 193.089 FEET HAVING A PUBLISHED ELEVATION OF 30.09 FEET NAVD'85. SITE AREA 115.728 SF - 2.66 A. i 100.0E PROPOSED PAVER AREA - 500 SF - 0.01 k - OAX SITE S LOCATED WITHIN PS ZOMNG OSRICr. 31-39 07-00000-3000-00004.0 - 275.70 FEET SHED AREA - BUILDING AREA 4220 SF . 0.00 A. - O• SAL PAVER AREA 500 SF - 0.01 A. - 0.{% B. CONDITIONAL USE CRI EMA• SITE - 10 FETE - O.W FEET WATER(/'`nASTEWATER SOURCE COVERED PAID AREA 692 SF . OAt k OAX 1. 4, ALL FOUR OF THE CRUM INCLUDES PROVISIONS WIRER ABUTTING SITE ADDRESS REIN - 25 FEET - 25.00 FEET NOON RIVER COUNTY UTILITIES WATER MAN CONCRETE AEA - 979 SF . OM k - O.aX RESIDENTIALLY ZONED PARCELS. BD7 LWSNMA AVENUE MAXIMUM BUILDING NEX,M - 35 FELT - m.26 FETE* NOON RIVER COUNTY UTAJRES FORCEYNN AS AREA - 15.300 SF - 0.35 k - 13.2% TAWS SITE Wks NOT AGUE fESEENIMIIY ZONED FAECES. SEBASMN, FLORID 32OW 1'OTA. IN AREA . 21'"1 SF - 0.49 k - 10.9E TOTAL OPEN AREA - 93.747 SF - 2.17 A. - al. IX 1i b r 4m,AAPAb .ILIA, b= M .-.w • TW H TAR PE Y w•bN d. Y TMi N M.A PE WWI 4oP,n=b w --Ar.e b M •wr w. R o--oNn .M N...-. ., a4,. ••• - .-w a tl-„ w-.A-d . -. ��• �..�•, . ati �-..• 4 NIA 4ePnnAb A} .r-+ Y A.-� r+✓•-P MM4 mAwR M TOM N AM4 PE r.-- b nr INw� pmr.w lv.' O 1010. 16W N !YM PL 3V RI-1 SHOP SIGN `. �o LE D & NAw - '88NDIHTH AMERICAN VERTICAL DATUM OF ISM $ Y.-FuCv.ATwN��ByaanlAwc SET NMf Gt STALPEDpA. •MBRZ� BBIO- ROD c.e.s-canaaTE BLDCN Smucnrta 9-EXISTING SPOT ELEVATION BFPv-BACKKn OW VALVE F.F.E.-FMM H FLOOR ELEVATION OD RCP-RBNFOR= CONCRETE PPE IR R/C- IRON ROD WITH CAP I.P.-RCM PIPE NO I.D.V IJE-NW ROD, NO I.D. MAC-MAG ETIC N A/f�AR OONDIl10TaNG mIsr a WAr ANGLE L-ARC LENGTH CHD-CHORD ®-CHORD OEM 6 f-CON'TERLINE a -ELEVATION OHW-OVERHEAD WRES W.F.-WOOD C.- TE coV-cDVT+m (c-MEASIURED )CALCULATED 01-PLAT cap.-OO VIER FIND.-FDIIND FWD. -FOUND SYMBOLS & aw JR- CONCRETE POWER POLE OP # - METAL LIGHT PIE NP + - WOODEN LIGHT POLE wP IR - WOODEN POWER POE WIN ®- WATER METER ,r N - WATER VALVE 111011 - FIRE HYDRANT PIN - SEWER VALVE v m o - ELECTRIC RISER BOX A chwo - CABLE TV RISER BOX ICI TALE - TELEPHONE RISER BOX J ,& O - SANITARY MANHOLE ' I" p - STORM MANHOLE N(= - GUY ANCHOR ;. HATCHED AREAS INDICATE CONCRETE SURFACE HATCHED AREAS INDICATE MILLINGS SURFACE HATCHED AREAS INDICATE PAVERS SURFACE SHADED AREAS INDICATE ASPHALT SURFACE OFF -SIT I �,, I PROPOSED BASE AMC LOUISIANA AVEN oE P ,I•'�� J THE CITY OF AST! PROPOSED ASPH i LOOIOANA A P I nIE OWNERS a am -.•WED- .\,.♦<.. N N ISBN'e \\� ASPHAL*eROAD a= qWq N N m N N N > '41a1 FM W JUL a 3 2020 C3 18815 WT \C rD 3`F CATCH BASIN a o y�- TOP-19.0 i 'Po N.INV.-15.9 x' I I yo E INv.-t6.1 ? I I S CITY OF SEBASAAN PROPERTY P.O.B. o I g EXISTING 6' CHAIN LINK FENCE CATCH z PARCEL 2 •• 24•RCP N00'16 25 E GATE------ S.INV.-15.7 FN0.5/8•I.R.-------------------------------------------------------------------- 536.50-------- - '- - - - 0' '(D)0i6103.50016'S9'E(D) 66.32V 11 •f ?jv - _ - y----y-,, --�---�f -N-00C:-25-"E-0"W SOUTH (D) 66.97'(C) 300.00/NORT1 (0)- V---�--- �;---•�13-3-.0-0' SOUTH (D) N0016'25' (C) ©�f--- l- I I - DENSE FOLIAGE m I NEW m I P. 10 YAIOI MMI 3 I .r COLOR.0 I 34 \ '' `'1XHGNEer \\ °`o\ OVERALL �� , , ;: CLEARq,°0S1"'G m As s1GM Ph� 0 1F\\\ \ �'� ��\A• R=2060.94' * I III II , - 7y p1TFAlL ST;ucTU, A--08'42'58" (SEE ETAIL$' i , \ \ I I 11Atx,eIANGE I FIRROPO6ED t 224 aF P �fQ:' • �• , TTaN sA� L=313.52' I ` - �,; l \ CHD=313.22' I s DF H F.F. d . zxlp 30 YELL WP PROP, CLEAMOUT� 2OIr raa "G' SOUAIF OONCRE,g•P CB=S56'07'00"WEMS SPIGOT, O ' .6; +Letts sF'8r _ ;i:y M4 TOP \ IcDi I I J' a ±D F 8� P \ \ \ \ I+ I I w� t.i t ,rs CYO �RELOG tana�A'n0 PANT 10 icN BUILDING, I I STORY C.B.S. i!! \ >.• �� \Ki 2��\ II I `^^� I „IM^ I I 807 LOUISIANA A UEI) \\�•' d\.p 4\a\ a�'p II A , _ F.F.E.=23.1 I)))))) GO I ,�T'�� 1 t.t 1• � � EVAIg10C I I WATER CONNECT 10 EMSTING71 -PROPOSED IO`. ' PAD FOR& p \\ \ I I �� `a, 7► STO IMATER MANAGEMENT TRACT EN471110 AYFIWGN II>Q 7� COMER PANT TO MATCH \\ 1! \ I I I 76 O TIE NaeIN EASY o� �M J7� �..�.. EXOTING BUILDING eaae I \ 0 \\ \ I I I I :�� .. 1'�� PRCP06ED PAVER A18A ZI \ Gy ��' I I PROPOSED ER ,W� 9AR0U�ND m I `�,� j 1' mE]OSTINC IRRIGATION EOUIPAffFIi LB 6905'IN E AV FENCE ALONG ITHHRAL F INSIDE COVERED AND SCREENED \ �\ CATCH BASIN d I .1� IIIO Sth I AVENUE OR A SKIT RAL FENCE. 1 g ENCLOSURE \ • �0 TOP- I A I �P COCOVERED ENTRY SLAB UNDER THE \ -9. INV. 6.1 6o I �� e _ 20.0' it INV. 6.25 , J I I \ I / „1y "La= D. "L - 20.0' # OUP Lj i ` &DRAINAGE MAINTENANCE SCHEDULE ` ` \ - ` 1. THE (6) EIONT CATCH BASINS AND THE SE MANHOLE �' NCO1 a 21�i \\ SE NSPE= A A WNthRLY BA915 (EVERY YOITHS} / 'g SITE B.M. i AT THE TIME OF IIISPECIIOII. 71E CATCH BASINS BE GLEANER Q \ \\ fOP OF MAG NAIL OF ANY DIRT OR OEMAS NEEDED. \ � IIn \ \\\ \ , f� � TRAVERSE POINT � A AT TIME OF INSPECTION, THE OUWALL WEN WILL BE OF \\\ Iq ^ do \ \\ `ai !X/00 LTI� FT. NAVD•88 R ANY DEBRIS AS NEEDED. I� /. 711E S19RIIWAlFA TRACT WILL 6E CLEANED 6 ANY ; liING \ � + "� \\ \\ \�tt� 1j(J\jQ r iR \ lJ1 1 If THE LANDSCAPE MAINTENANCE <a,TNc of THE RA55\ � \ \ \ YA POTA �T TRACT m NIUS PARINMAINTENANCE:SOEWE ' \ 1 Oo \ ` \ Z �r 1 1. 711E PROPOSED STABILIgW PMgNG LOT YEL BE U91:D AS J1 \ `\\ \ N �I • --1 1 Gr -1 I �) OS T2 I - �'. . i OVERFLOW PMIOW' ONLY AND YEL NOT BE S &I TO ATINUOUS I\ \ \\ \ d, / \ TRAFFIC FLOW. OUI ACTEI66RCMLY. THE TYPE OF VEHICLE USING - ca THE LOT WILL BE STANDARD 917E AND COMPACT PASSENGER CMS I \\ CATCH BASIN \ \`\ / f' AND FAMILY TWE VANS 7VRNOVER MINE WILL BE PRUARLY BE \ TOP-19.3T9� FENCE ��yn rP � ■ �i 'y �Yi FRO/ FOUR TO 91X HOURS I \ S.W. INV.-15.4 t. " " t. '� `• _ "A - • - 2 THE LAWN MAKGOGMM SERMCE WIL REGULARLY MOW AND TRIM I \ N.E. INV.-lfi.4 \ \ ._. ... % !I !(-1........ -.... _ THE CRAW ON THE SURFACE OF THE PAMN LOT. R WILL BE \S. INV.-16.7 G ?. %1'+.'rr',....{ 'rlEr .. . _ _ :- C • 7i'ii� �:. "a,.4r .Y: ; ?.t.� .,•:: r 1.1C^.fr ` -.:�•• i•' TjL��;.� 4 THE RESPONSIBILITY OF THE AMBIWCAN LEGION TO RESTA9Nff -.. - - .. \ -0IIW- • A MOO CRASS THE PARIOIG LOT AS REMARED. THE AIERICAN ii : IEOON PROVNE9 FOR 111E MAINTENANCE AND UPIEEP OF THE I° - O/W. . GROUNDS L. \ -y: FND.5/8'I.R. to\ \ JC P.O.B. �, N \ \� ------------jr PARCEL 1 \ \ }} •�+ S.E. COR. OF S.W. 1/4 0= \ \\\ o ---------T► • \ SECTION 6-31-39 \ -----1�- .`---- ------------- = NOT RECOVERED \ 4 \\ a ='a �v �N . I � I � LEbg(VD m NAVO U-NOM AMERICAN VERncAL DATUM OF 19M . '-EXIFTI NG SPOT ELEVATION I 8FPV-BAacalOW VALVE I ELEVATIONXX -FINISH FLOOR DO FRCP-REIKWCED CONCRETE PPE �21 < I CO IR/0- RON ROD WITH CAP I LP.- NO LD. LR-TROT ROD, NO LD, MAo-MAGNEnc U, A/T�AR =TIONNG Im -4 y R/W-MCHT OF WAY m In z Qi rn LENGTH 't 2 OAK BEARING C OI- NTOWNNEE z ITS p 2 EL -ELEVATION OHW-OYERHEAO WINES Z �I ~ Wa F7 WO D FENCE E hl COV-COVERED (c} ASUM V ALCULATTIT STAROII I „ Ian, 1 I FIND.-FIXXO r FIND.-FMM m SYMBOLS I OPPL�- CONCRETE POWER POLE I GAP # - METAL LKdGT POLE I O0 WOODEN LIGHT POLE p 999B o I .P t -BEN POWER POLE I I AM ® - WATER METER I I WYN - WATER VALVE IITD V - FIRE HYDRANT Np SYD4 - SEWER VALVE 7 L4 FTDD a - ELECTRIC RISER BOX GTYO - CABLE TV RISER BOX I L 00 TFL13 - TELEPHONE RISER BOX I I "I g` O - SANITARY MANHOLE I EX I. PVC LOG 1 WATER SERVECE LINE �. O - STORM MANHOLE I I , I I I F I L I I I I I I'v I I I I I I I I I I I I i>J FPTJ I I I I I i I F - GUY ANCHOR HATCHED AREAS INDICATE CONCRETE SURFACE HATCHED AREAS INDICATE MILLINGS SURFACE HATCHED AREAS INDICATE PAVERS SURFACE SHADED AREAS INDICATE ASPHALT SURFACE V J NA H� B z & �A 0 2 W 00 �' ASPHALT ROAD a � A.K.A. N. 1/4 COR. \\ \� \\� a £XISTINQ ASPHALT ROAD _ LOUISIANA AVENUE SECTION 7-31-39 \ \� \�� --------------7j---------------- H---------- - - - - - - - - - - - - - - - -----------•- ----� ---------------- i A GRAPHIC SCALE \ \ L ( IN Ins) \ I \\\ CATCH BASIN DRAINAGE STRUCTURE SCHEDULE 1 L9e6 - ED tL W. INV=16.4 STRUCTUTOP INVERT ELEVATIONS BOTTOM NUMBER ELEV NORM SOUTH EAST WEST 4LV DESCRIPTION Y 1 21.40 19.00 18.50 24" NYLOPIAST DRAIN BASIN PAVING AND DRAINAGE SITE PLAN 1• - 20'-0• Z ORL nu FINE AEOl 2 2050 18.35 1&35 17.05 3 20.00 18.15 17.65 4 20.50 18.35 17.85 _5 20.00 18.15 17.65 6 21,50 19.00 18.50 7 20.50 18.50 18.00 6 21.00 Q ME a , 18.00 17,50 9 21.00 17.aO 16.10 16.10 16.10 24' NYLOPIAST DRAIN BASIN 24' NYLOPUST GRAIN BASIN 24" NYLOPULST DRAIN BASIN 24' NYLOPIAST DRAIN BASIN 24' NYLOPI/ST DRAIN BASIN 24' NYLOPLAST DRAIN BASIN a STRIICR�RE H�'`;Lti RE i sCF .gTUH] x N. Mi�'.,� aka o G E NSA ti • NO. 42082 J 00 N 77 'd • E NALENG\�`�` ,z �c SEE DUAL SHEET FOR ADDITIONAL DETAILS 'IR. r a Yww.N MiA I"- F- q.r a T•Y a a+Illl. vc r .-t.a .+.. w Teaa a thAA va Yw. /eanl-b m ..w.w b M ss r... A aa-ne/eII MITI aA r.-r •..NI- ew - I-Iw a a-w t.....a ..- gym. +-_.. wAr. - .Y.r +Mau... awl.A. � r+ Y .w+r wHti. ru-A awA a T•M A i.4u PL .�..�. b M IaMa wvw.r Iw.' O mta MOOD a 9mL PJG JUL 0 3 2020 1a,15 pq Cn $ ji fl V1 O CO m a" N - -a o 145 WO C t m O At m', Arm m N j f r'fxeo5,' Z — ,tSls ofi r ' aVr ua e. �r 14 pN iIT1F i -- u W J= - f 41 J I J � I I --+ r 9 1 � i x• ARP " 9; 7r \ ! } � � ; � avow a•m�r � ua�nnd .m�sr83� gal ua ----- A b'M 7V180W1X SNVYM-34 ------'---------------- ME r 2/M.WCUNf I { d9'/ggrLf yg 3.6Z.LS.M LVYtu ,y'� JNI.-.J� 100 ad o..ii.1+1 i :9 �• Fi C4 � o o v t 1 I I If it, if 1* . a a Y .: a ; �A N "'� Z� R 6 tag it • • \\ FIT 9 �i11TItS\ AMERICAN LEGIONTodd 18815 POST # 1 EI SpeciS POLRL T Ma Qlizing in Structural N. PIE, Inc. TMS JAIS �/a772 a�� 1NS 807 LOUISIANA AVENUE Seeasnw, aoRlon PREVENTION PLAN 17117Vera lei , FlWS a so' SuIro 302 � �,•,2? -3699 DATE MAY 2019 w4" wuM.net 9MMA SHOWN s� Ir ROAMY 3� O <f m> l r i pill 3 I �Y I P r Y g s P r vu n IRa"O p� t�inrao a >mtfrvw f� i 2 3 s 6 ESA ,Ic ATE SVRACT a• OOOUMA OR BASEp' U1E ROCK BCOMPACTED ITTTI 10 ORT ODM E7110D. up9BR NAK T-Im 100 •AB112ED SRIlRADE MN. DEPTH OF C. COMPACTED TO NX MAX DRY DENSITY PETt AAsNTO T-LED METNm, MN PW SO PAL MDL TO HOMOGENOUS NIYTIRE. R-EXBLE PAVEMBTIT SECTION M.TS SAW-QR AND TACK COPY SSIO ETDSTWD EDGE E)ISIRIG ASIIALT PROPOSED ASPHALT PAVEMENTrr.... I I I I I I I I�I .�ti I I f~�f i k EwSIHG BABE PROPOSED LAW ENSTMD SUB -GRADE PRDPOBPD SUB-BOADE PAVENeff SAW-= AND SNIT %9= H.T.S. I:4:55 (HYDROSEED) CONSTRUCT 4• OR E341M U DIS,IRBED SOIL UM: ROOK BASL COMPACTED TO 48R MAX MY DBHSTY PER AASHM T-140 METHOD. LW IDO I. THE PROPOSED STAAGWED PARKING LOT WLL BE USED AS OIETWLOW PARING WI AND WLL MDT BE SUBECT TO OONTFIUOUS TIAFi1C FLOW. CNARACIDSSIIDW.Y, THE TWE OF SIEHIC E USING THE LED WU. E STAMDAID SE AND COMPACT PASSENGER CARS AMII FAM LY TYPE VANS, TURNOVER THE WILL E PRYNKY BE FROM FOR TO mt HOMES. T, THE LAW YARTTDMANCE SAUCE VIL REGULARLY NOW AND TRN THE GIA55 W 111E SURFACE OF THE PAIBOLO LOT N WILL E THE IESPOLSNDTT OF THE AMDECAH IEGUI ro RESFMLIE AND/W CUSS THE PNSWO LOT AS REQUIRED. TAMERICAN REGGAE PROLDTHEWWES FOR THE AND NINCE AAPED' OF TE GROUNDS MIN. 3. TOP LAYER OF ASPHALT MWNGS MIXED WITH A SAND FINE AGGREGATE (NO MORE THAN 7X BY WEIGHT OF CLAY) MIN. 6' TOP LAYER OF ASPHALT MIWNGS WMiIN MAC. RIGHT OF WAY (3- MAX. LIFTS) Enswo wNMTryFwo ox —+ _ r SUB4GRADE STABILM TO F-B•V. OF SO 111 COMPACTED TO A MI OF 9= OF MAX- DENSITY PER AASHTO T-IBC ASPHALT MLLM DETAL NT.S — C UNROMPU KED CONNEIE % (fe-3000 PI MX TO HOMOGENOUS MIXTURE. CONCRETE PAVEME r SECTION Nis (ALTERNATE) AT SA EIDETUN' OHADE SAWT ♦ 1�11ALT � AT SA �TIUT PAVE6BIIT SAW-aT AND BUTT JOW H.T.S. (ALTERNATE) 6. 3/4' R. PAVEMENT m SLOPE RA18E0 G CONCRETE CURB N.T.S. SEE PLAN LOPE / PLAN r�e 0 — Gx8 W1.4/WI 4 WWF OR FIBERYESH REINFORCED OONIFETE BR"" DUAL N.T.S. TIH RANI 1-1 ALTIC au. I am / R.IN LEDPE /PUN I. oil - - - • �I � \_X WI.4 4 WORW OR H �� • 1 BAR REINFCED S' OR MIN. COQUINA BASE Y STABUM SUB-aUDE CONCRETE SCMAIA DETAL Fars NOTE: COMPACT MATWWG TO E PANTED ONom STOP MEN COMPACT SPACE IS IN GRASS DI'ASPHALT 'jMUM AREAS b AXIiOMMG M DOMea— TI� (2 REQUIRED) fill I 44 FRUIT ELEVATION SECTION! m PRE -CAST CONCRETE WHEB- STOP DETAL NOS. � � R slDEwnik DE �1 Y •W■� 'WLL SW �■ 2. IM F MF+Rf m J STANDARD PARKING DETAIL WITH WHEELSTOP N.T.S. fYW RCP rll'�_ WyTpFNpfL7�PpPE �T1'PE "C NEET �.(AT1A1E��.aL-tt� 1�=k WEIR lYW RCP WTFALL PIPE ELAN Cy'--V n. . TI INTO W/ FlLa_.GATH SECTION CoHTaol sra is um T PfeCAaT TYPE 'C' (CATCH BARN 36'x 3G .TYP.. z4^sTDPEAR y CM4RE) EDGE OFPAVEMENT STOP sroPSIGN s TD Iz• yu�{ '- o_� EDGE OF AVEMENT� a•DOUB.E YELLOW BLADES. ALCOA A96054 W -T6 ALLOY, ETCHED, DEGREASEI, WTHA1209 ALCCINE FINISH, P22R GREEN SCOTCHLPE B4CKGRWNDOR EWAL DIMENSIONS.S'HEIGHT,24"•3D' SS'LENGTHS. LETTERS: NAME -4" SERIES'D' A22M SCOTOiLOE (SILVER) CR EDUAL 6UFFIx- 2"SERIES'B' P2P0 SCOTCHLRE (61LVER) OR III BRACKETS. DISCAST HIGH STRENGTH ALUMINUM ALLOY , MIN TEN ILE STRENGTH AON3 PSI DEGREASED, TUMBLED AND POLISHED, SIDES OF HL SOTS SHALLIESOJO METAL WITH TWO HOLES PER SLOT (SAME SIDE) DRILLEN TO-TANDTAPP®T01k" TO RECEIVE STAINLESS STEEL ALLEN-HEAD SETSCREWS SNATCH PCGT CAP BRACKETTOBEOTILLEDANDTAPPEDFOR3SCRE OFVMICHNOTNAISTD BELEGS THAN 9MOR MORE THAN t 0 APART IMETROH—N. SCR EQUAL) POST STANDARDY' I.D. (DIE" O.D.)14' LONG GALVANIZED STEEL'GLOSS'DIPPED. CCNCRETEBA9E 2.I—ASSHOV4N LOCATION ,1 PER MRERSECTION STREET & STOP SIGN DETAILS RTA NOTES MINWRIII WALL 7H C104 5 SHALL BE FIVE (5) NOES OR 1/12 THE INSIDE DIAMETER. FILL ANNULAR VOID BETWEEN PIPE AND MANHOLE W714 GROUT AND FLUSH WITH MANHOLE WAILS. MANHOLE TO E 14STAI L ED WITH 24' RING AND COVEN UNLESS 07HERVASE SPECTIED. r MINIMUM l ,2' MATMAI 6" I>v CAST SLAB EMSTNG 2e HOP INV. EL - III PR_)PERTY LINE 10• ppp .GREEN ARc�.Aj MATCH EXIST. GRADE AT PROPERTY LINE SECTION A —A 8' 2' 8' 2' 20' 51YY1uLX__y}\\AA i(TER GRASS OR STABILIZED i PARKING (SEE P y�N) DI 21.0 1.1 �1•� FULLY SOD 4 1 FULLYMSOD STORMWATER TRACT AND SLOPES 11' 11' 20' 2' a. PAVED RIVEWAY GRASS OR STABILIZED C STpRRIx'ATER 71 P qNG SEE PLAN 111 TF�ifACT :1. 1. 1.1 1.0 FULLY SOD NOI 4 FULLY SOD STORYWAIFR WACF AND SLOPES PROPERTY LINE 10' 22' 11' 2' _ 8' GREEN AREA(i� GRASS OR STABILIZED PAVED DRIVEWAY j 1 C� T MATCH EXIST. GRADE I PARKING (SEE PLAN) I IJI Ill AT PROPERTY LINE 1 • 1. 1. 1.1 21.Q FULLY SOD 4 FULLY SOD SIORMWAIFA TRACT AM SLOPES SECTION B—B Hrl 5' 20' �fX)NC� PAVED PARKING r WALK ,r��• �,� [I SECTION C—C ITS MANNAE FRAME BRICK OR PRECAST AND COVER ADLIUS LNG RINGS ' GHaur AJLJI EL - zT.ar I 1 4 NON SUNK 8' I SEE NOTES BELOW CONCRETE GROUT PROPOSED I7.W ADS N-12 INV. - 17.8D' SEE NOTE 1 BELOW FOR WALL THICKNESS J Lr SLAB POURED SEPARETLY PRE —CAST DOG HOUSE MANHOLE PROPERTY 22' 20' 2' 4' 4' 6' 10' LINE PAVED DRIVEWAY PAVED PARKING I AN GREENARi� LLY 4.0 1 1 FULLYSODSTORIWAIER 4 1. MATCH EXIST, (TRADE T+�T uNn SL(TH�S AT PROPERTY LINE NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X NOTE CONCRETE SLAB NOT RE :UTRED r1. I' RIIWIAIED DUCIIIE ROT RVRI! t CRAT[ W MAIGI BAaH OA --L IN TFffS APPISCATiON. _ Hr w M. O■uAc W RIDDLE MNYN AL DFPN ( AVAWLE (AOCODR1010 DA11ER 0N PLA15/FANL OPP) (MN MANUFACTURING uMMOCR a.N oXpL90M3 AR[ raR Ac4 SAME AS YK DOLWW■mOLT. AORTAL UMWSOIL Mrs OOKO•P� k+ a� T 961Dpp N Z Z F F Q3 N '111a3 RW) 1RMTIC LDADRMD. t OOD1 APPIICIB! D®OI fAClDltB rh( �� to ONIIIID MO TDIT-tllHlll Inl1 TIDM IRATIC M_'• _,/IqL 1 f� vA■AELE Sur ovN I�v7-{ Fi � AOOGIa1C ro P1AIE I YMIIIFAGIGWR O (4) 'YS TYRE v MWRr • QITIET ADAPIOW AYAA.WTC 4, MINT �1 4' - Y4' ••rt fDWMDATD HOPE (ADS 11-12AWXIW OVAL TMU4 twNL7, ///�� ADS.1•Nw[CM •.W1GC WALL). 0-12 W. PING 2 (a` = 34 V/ PMC Im !I:: 41U, P9C CR00/CE04 COmIIG1F0 t RTMem PLC iK BAaEIL MAimAL W WL IE W19m SIOIE, OINDI ` mA■AAR WDEPIIL TEEIMTD I D IEWIIFEDONG, :�nAsv • V IDYL R IDIMD ET S 02RE ■HIND . FOR MTTHOPE s omH) FAQ IRA■A¢ NIEIs aTNL E NAFm t :' "1C^ •LTV-JITI (CONWIGATm IBFc sHOWM) .. IXRiO1MLY ■ ATXTYDNT¢ o "C ■w AEIN msl. 3 _ iAMri iGT f WL! IIUCR[ R6M� � IFNN�OLT¢ A-m-m I�'I nlrO wTl �I � TTT�� .Lmw.,o �A. ■MI.A C7 A IITL-TyJI K MR A 1WPWP IOIIMCTP■ • - MI4IMIR NIIlOw RM Nr4T.PTTo OrIWN A �-I r 1 =0. m■HLIm IIrF (Alr TFMAIMNI PML rW? TT-N IP v �M..,�a.lF ��ane'9F s �W IW.WA■ /j, MAN s 1N INN r WN IITP wIFI��R rl i`� 1 17� — I'Pi i•w as � � �E�, SECTHDNIL i "W"ON TYPICAL DOUBLE SWING GTE - P•C PICW OR SOLD ALUMINUM GATES WITH METAL FW/JES \ _ _ _ OrL xOp N OToll[ .-_ _ _ _- �L IlrJm N WAEIR _ TO V IOIODC N'AO �NP P AITMU Tt QU[ STOPS FOR Otl[ OOPS T I PLAN DUMPSEER ENCLOSURE WILL BE CONSISTAM WITH THE BUILDINGS STYLE OF ARCHITECTURE AND MATERIALS/COLORS/FINISHES.CONCRETE BLCCK DUMPSPTER ENCLOSM DETAIL z Do dQj N p 0 o . DD v, 11Sn d7f}F32 SSFONA� �`l"e" C6 JUL 0 3 2020 18815 TECHNICAL SPECIFICATIONS mGENERAL NOTES Sod: Two foot of Celli pede sod to be placed on both sides of edge of pavement. 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. Seed, Fertilize and Mulch: All disturbed areas shall be stabilized with seed, fertilizer and mulch y ANY DISCREPANCIES ON THE DRAWNR SHALL BE BROUGHT TO THE upon completion and acceptance by Engineer of final grading. Seed, fertilizer and mulch shall be ATTENTION OF THE ENGINEER BEFORE COMMENCING MARK. in write"ance to FOOT Sections 570, 575 and 981. The Contractor is responsible far establishing a stand of grass sufficient to prevent erosion and to allow removal ofthe temporary a NO FIELD CHANGES OR DEVIATIONS DEVIATIONS FROMDESIGN TO BE MADE WITHOUT sift fences. The contractor may elect to use hydro seeding in lieu of seed, fertilize and mulch at ° APPROVAL OF THE ENGINEER the same seed coverage. Seed mixture to be approved by engineer pdar to application. 4. CONTRACTOR SHALL OBTAIN ALL REWRED BUILDING PERMITS BEFORE COMMENCING WORK. Testing: The Contractor shall secure the services of an approved independent testing 5. ALL CONSTRUCTION SHALL BE COMPLETED INACCORDANCE WITH THE laboratory to conduct all required testing on subgrade, base, asphalt and concrete. Locations APPLICABLE ORDINANCES OF THE CITY OF SSBASDAN, FLOPoD/L required for these tests shall at a minimum be as specified on this sheet and as further required �a BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY WwAM B. by the City of Sebastian. Engineer may require additional tests. Should any tests fail, contractor2ENTZ AND ASSOCIATES, INC. DATED 1/3/18. ALL ELEVATIONS ARE PER shall at his own expense, repair the deficiencies and retest the work until compliance with the BEHCHYARK RUB04M ON THIS SURVEY. specifications is demonstrated. m 7. REFER TO SODS REPORT PREPARED BY IK9M ENGNk7Da1G AND TESTING Traffic Control: The installation of Traffic Control Devices shall be in conformance to the INC. DATED JULY 23. 2018, requirements of the Manuel of Uniform Traffic Control Devices and the City of Sebastian. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES. THE CONTRACTOR SHOULD GILL SUNSRE STATE ONE CALL AT Drainage Improvements: All labor, materials and Construction methods shall be in Conformance 9 P 1-�-�-4770 AND THE UTILITY OWNERS AT LEAST 48 HOURS PRIOR 70 DIGGING NEAR UNDERGROUND UTIITIES. to the minimum engineering and construction standards ofthe City of Sebastian and FOOT Specifications. Trench ezcevetion end beckfilling operations shall meet or exceed the 9. THE LOCA7ON OFEXISTING UTILITIES SHOWN IN THE PLANS ARE requirements of FOOT Specifications, Section 125. The Contractor shall provide the necessary APPROXIMATE OLY. TIE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND UTILITY HAMMIER WRING CONSTRUCTION. COTTRAC70R backfill compaction testing required to demonstrate compliance with this section. The pipe trench SHALL COORDINATE RELOCATION OF U71UTES WITH THE UTILITY C(MPANES, shall be dry when pipe is laid and the pipe shall be bedded per the details and per FOOT Specifications. ILO ALL WOW SHALL BE N CONFORMANCE NTH THE FLORIDA DEPARTMENT OF TRANSPORTA1101H'S ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITION AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE The Contractor shall comply with Chapter 90-96, Laws of Florida, which requires the Contractor CONSTRUCTION, LATEST EDITION, AND APPLICABLE CITY OF SEBASTIAN performing trench excavations over five feet in depth comply with all applicable trench safety STANDARDS' standards and shoring requirements as set forth in the Occupational Safety and Health It. A PRE -CONSTRUCTION MEETING IS REWIRED BETWEEN CITY OF SEBASTIAN. Administration's (OSHA) excavation and safety standards, 29 C.F.R. 19926.650, Sub -part P and ENGINEER AND CONTRACTOR BEFORE COMMENCEMENT OF CONSTRUCTION. incorporated as the State of Florida standard, as revised and/or updated. The cost of compliance I2. THE UNGI EER SHALL BE NOTIFIED AT LEAST 48 HORS N ADVANCE FOR With this requirement shall be included as a separate line item on the Contractors bid. Otherwise, ANY INSPECTION. Contractor certifies that the cost of compliance is included in the unit cast of all items of work to which this requirement applies. I& DENSITY TESTS ON ALL PPE BAaOiL, SUBGRADE AND BASE WORK SHALL BE PERFORMED AND CERTIFIED BY AN INDEPENDENT GEOTECI•ICAL TESTING LAB AND SHALL BE PAID FOR BY THE CONTRACTOR. DENSITY TESTS SHALL Corrugated Metal Pipe (CMP/CAP): All CMP shall be aluminum alloy, round, helical -wound BE PERFORMED PER AASHTO T-180 METHOD. DENSITY TESTS SMALL BE corrugated pipe conforming to AASHTO-M 196-74 and FOOT Section 945. Pipe ends atjoints PERFORMED ON PIPE INSTALLATIONS PER CITY OF SEBASTIAN STANDARDS shall be reformed to annular corrugations for the complete band width. All joints shall be DENSITY TEST RESULTS SWILL BE SUPPLIED W THE ENG94MR s01141ght. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket 14. ALL PIPE JOINTS SHALL BE WRAPPED NTH FILTER CLOTH. of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of at least 10-12 inches in width. All CMP shall be 15. ALL PIPE AND DRAINAGE STRUCTURES SHILL BE INSTALLED IN THE DRY. installed at maximum lengths to reduce the number of joints. 16. BACKFILL AROUND DRAINAGE PIPES AND COMPACT TO 9DL MAX. CRY DENSITY PER AASITO T-180. Advanced Drainage Systems (ADS): ADS N-12 pipe shall conform to contemn to ASTM 17. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING WADES AT and AASHTO standards, all joints shall be soil -fight. Installation shall be per manufactures PROPERTY LINES. specifications IR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RESTORATION OF EXISTING PAVEMENT. RPM CONDUITSS, CABLES ETC.. AND Reinforced concrete pipe(RCP): All RCP shall conform to the requirements of FDOT LANDSCAPED AREAS WMWNG IRRIGATION PIPES AND SPRINKLERS standard specifimlions and shall be Class III. Pipe joints shall be rubber gasket joints and DAMAGED AS A RESULT OF THE CONTRACWR'S OPERATIONS AND/OR THOSE the pipe joint shall be manufactured to meet the requirements ofASTM Designation C443-74. OF HS SUBCONTRACTORS AND SHALL RESTORE THEM PROMPTLY THE CONTRACTOR SHALL BE REW04ME FOR 714E PROTECTION OF ALI UTILITIES THAT ARE TO REMAIN N PLACE. Trench Sackfill shall be as shown in the Drainage Details. In addition, testing under paved areas DIM control zones shall be as follows: One test location midway between structures 1a THE CONTRACTOR SHALL E RESPONSIBLE FOR OBTAINING AND and one test location adjacent to each structure. Engineer may request additional locations. MAINTAINING COVERAGE (RIDER THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S GENERIC PERMIT FOR STORFWATER Testing in each location shall begin in the first foot above the culvert with tests every two DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES. feet to within two feet ofthe sub -grade. Density shall be to 100 percent of maximum as determined by AASHTO T-99 20. EXISTING PAVEMENT SHALL E SAWOUT HERE PAVEMENT IS W BE REMOVED AND WHERE NEW PAVEMENT IS W JOIN IT. Clearing and Grubbing: Clearing and grubbing shall be performed within the limits of the 17. EXISTIND SIGNAGE LOCATED N CONFLICT WITH PROPOSED CONSTRUCTION project work in accordance with Section 110, Florida Department of Transportation (FOOT) SHALL E RELacATED PER THE DIRECTION Or THE ENGINEER, Spedfimb ns. This item shell include, but is not limited to, the complete removal and legal 1Q THE CONTRACTOR ALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC disposal of all Trees, brush, stumps, roots, grass, weeds, rubbish and other undesirable DURING OONSTRIC71ON ACTIVITIES. ALL TRAFFIC CONTROL. SHALL E N material to a depth of 18 inches below natural ground or proposed finished grade, whichever ACCORDANCE STREETS� Hi G HTHE I MANUAL ATTEESTONEDI�WNTRoEMWs is lower. The areas to be cleared generally consists of the entire site except for existing improvements and adjacent wetland/preserve areas. Care shall betaken to insure that ne 18. ALL DISTURBED AREAS SHALL E RESTORED W ORIGINAL CONDITION preserve areas or wetland areas are impacted by the clearing operation. Prior to initiating LOAM NOTED OTHERWISE, the clearing operation, all adjacent Weiland and preserve areas shall be marked and flagged 20. ALL 01sRReED AREAS WITHIN CITY AND STATE RIGHTS OF WAY SHALL E in accordance with the City of Sebastian and SJRWMD requirements, and shall be SODDED "N 72 HOURS OF FINAL GRADING. PRIVATE R-O-WS AND approved by City Planning Staff, if required. All such areas immediately adjacent to the EASEMENTS SHALL BEFULLY SCMW OR SEEDED AND MULCHED AT clearing operation shall also be protected by the installation of temporary sift barriers, as PROJECT Shown on the drawings, in accordance with the requirements ofthe City and the St. 21. PRIOR W CONSTRUCTION, THE DEVELOPER SHALL VIDEO TAPE THE John's River Water Management District (SJRWMD). Further erosion control shall be EXISTING CONDITIONS ALONG THE ENTIRE SITE BOUNDARY AND HAVE accomplished by seeding and mulching all disturbed areas as soon as they are at final AVAILABLE AT THE REQUEST OR THE CITY OF SEBASTIAN. grade, per the specifications for seeding and mulching. 22 ANY DAMAGED SIDEWALKS ALONG PROJECT FRONTAGE SHALL E REPLACED. All material shall be removed from the site and shall be legally disposed of in accedence ZM ALL EXCESS CONSTRU MATERIAL AND WASTE TO BE HAULED OFF With all local, state and federal requirements. Organic Material may be burned on -site 97E AND OSPOSED OF PROPERLY AT CONTRACTORS EXPENSE. provided Contractor obtains any and all required burn permits. Any, unburned remains shall 24CONCRETE PAVEMENT ALTERNATE SHALL E PROVIDED WITH CONTRACTION be disposed of Off -site as specified above. JCI1475 (201 MAXIMUM SPACING) WITH 1-1/2• DEPTH. The Contractor shall maintain all stormwater In-slie during construction to prevent 25, CONCRETE PAVEMENT ALTERNATE SHALL E PROVIDED WITH A PIGMENTED discharge of turbid water offsite. Should severe storm events ocourthat make this LIQUID MEMBRANE CURING OOMPOND CONFORMING W THE REQUIREMENTS 6 ASTM DESIGNATION (309). impossible, the Contractor shall take all possible steps to prevent discharge ofturbd water including installation of additional silt fence, hay bales and treatment ofthe existing pond with INFORM 26. CONTRACTOR SNAIL INFORM E IGINEER OF ANY CONFLICT OR Blum. DISCREPANCIES IN THE DRAWINGS BEFORE ANY FURTHER WORK 15 COMPLETED Earthwork and Grading: All earthwork and grading shall be performed as required to 27. CONSTRUCTION ACTIVITIES WITHIN THE CITY LIMITS SHALL ONLY E achieve the final grades, typical sections and elevations shown on the plans. Any fill placed ALLOWED DURING THE HOURS OF 7:00 A.Y. W MOD P.M. MONDAY shall be done in approximate fi" lifts. In all other respects, materials and construction S THROUGH FRDAY, AND 0.CO A.Y. W 8:CO P.Y. ON SATRDAY AND SUNDRY. methods far earthwork, embankment, excavation and grading shall conform to the requirements of FOOT Specifications, Section 120. Any plastic or otherwise undesirable matedal within 36 inches of finished road grade shall be removed and replaced with suitable GENERAL TRAFFIC NOTES: matedal. All general earthwork and grading shall be constructed to within 025 feet of design 1. ALL SIGH SHEET MATERIAL AND SIN POSTS SHALL BE IN ACCORDANCE NTH grade. All road swedes and shoulders shall be constructed to within 0.1 feet of design grade. FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. All culverts shall be laid to within 1/16 inch per foot or a maximum deviation of 0.25 feet in and 1 foot horizontally 2 ALL PAVEMENT MARKINGS WITHIN THE FDOT RIGHT DE WAY, STALL CONSISTelevation OF 90 MIL EXTRUDED TYPE, ALKYO BASE THERMOPLASTIC. Silt fence shall be installed in the locations shown an the drawings in accordance to the 3. PAVEMENT MARKINGS AND SIGN MATERIALS SHALL BE IN ACCORDANCE NTH details and specifications included elsewhere on these drawings NOT STANDARD SPECFlCATIONS FOR ROAD AND BRIDGE CONSTRUCTION, FOOT TRAFFIC ENGINEERING AN G MANUALD COUNTY RIVER COTY DESIGN STANDARDS. FOOT DESIGN STANDARDS THE YUTCO. LATEST EDITIONS. Paving Improvements: All areas proposed for paving shall be constructed in accordance with the design grades and typical sections shown on the drawings, and in conformance to 4. ALL HANDICAPPED PAM G SPACES SHALL BE PROPERLY SIGNED AND the requirements of the City Of Sebestian. STRIPE IN ACCORDANCE W17H FDOT STANDARD INDEX NO 17346. 2018 Asphalt: Prime Coat and tack coat for base course and between lifts of asphalt shall S ALL PARING SPACES VAINTHE EXCEPTION OFTHE HANDICAPPED PARKING conform to the requirements of Sections 300-1 through 300-7 of the FDOT Specifications. SPACES SHALL BE MARKED N WHITE RETRO REFLECTIVE TRAFFIC PAINT AND BE N ACCORDANCE NTH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S Prime Coat shall be applied at a rate of 0.10 gallons pp g per square yard and tack coal at a rate MST SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION, of 0.04 gallons per square yard, unless otherwise approved by the Engineer. 20f0 SECTION 710. Asphalt surface course shall be Type S or SP per FDOT Section 331 8 334, With a IL AL THE ALL SPACES, FAY, SHALL BE MARKED 'COMPACT' INDIVIDUALLY maximum aggregate size of 11AAnch and shall have a minimum Marshall stability of 1,0001bs. Thickness shall be as specified on the details for each pavement section. 7. SOD ARROWS INDICATED ON THE PLAN ARE FOR SITE PLAN INFORMATION PURPOSES ONLY. THEY DO NOT REPRESENT ACTUAL PAVEMENT MARKINGS. Base: Umerock base material shall be compacted to 98% of maximum density per AASHTO T-180 8 to an LEIR of 100, All limemck shall meet the minimum requirements of FOOT Section 911. As an alternate, cemented coquina conforming to FOOT Section 915 may be substituted and shall be subject to the compaction specifications detailed above. Certified compaction tests shall be submitted to the City of Sebastian Engineer prior to base approval. Thickness shall be as specified on the details for each pavement section. Subgrade: Subgrade shall be compacted to 98% of maximum density per AASHTO T-180, and stabilized to a minimum LBR of 40. Subgrade shall be thoroughly rolled with a pneumatic tired roller prior to scheduling any subgrade inspection. Certified compaction tests shall be submitted to the City of Sebastian Engineer prior to subgrade approval. LUMINAIRE. - - a'- SEE SCHEDULE 2-0- 1 , !f 4- ORE POLE. D E E RATEDPOLLM�AOb FOR 120 MPH NND LOAD. o FINAL I IGHT POLE PRODUCT WILL o BE Ar h'INISTRATiVELY APPROVED BEFOP: PRODUCT IS ORDERED. 4 - 1"0 X 36" ONG ANCHOR BOLTS. � ANCHORS VATF YNTH TEMPLATE �=OLE MANUFACTURER. in - --` FINISH GRADE f 0 - CONCRETE BASE 4 06 VERTICAL BARS i3 TIES 1'-4- DIAMETER POLE DETAL NJ-,, . II .�. a aI`a A,yaA Col 77 •L I ^�qfr rrnFu - ..- nnvlXrin NN,rxlNa N eFxlrre- _ Fr m2D.8 �'X STANONa PLWS NOTES: 1. TOP PORTION OF FTP-20-06 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WTHH REFLECTIVE SYMBOL AND BORDER 2. BOTTOM PORTION 1`17-22-06 SHALL HAVE A REFLECTIVE WHITE BACKGROUND Wall BLACK OPAQUE LEGEND AND BORER. 3. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND OR SIDEWALK 10 THE BOr7OM OF 'PERMIT ONLY* SIGN OR 6 FEET TO•1 THE BOTTOM OF W FNI._- SION. 3 CCNpnONS no. O HIE ANY TW.ac ENCROACH , "THE OR THEN TES ENCROACH THE J l 1 l 1 PAVEMENT THE R REQU CLOSURE OF ONE 4� a W FOR MIFA LE N nIAFTN: anti Mm 1"" "ER CI FO 7Oo' o0AIb111EAM n1aM INIErtT0C11art. FOR q B A PTaOm a Mac THAx eo MNules ° i 4W tad O 10d 4001 CONDITIONS 1 U I 0 � � ME1c ANY VWIaE, EAPMDNT. 1rIRIEna �, OR THEIR ACIMICS ENCROACH GIN THE PAVEMENT REQANIo aE a.o9111E OF ONE ■ • b TRATtc 1AVL FORium WORKKnie AREA led OR MORE FOR A PERIOD F MORETHAN 60 MINUTEcrica, PERIOD OF UQE 71uN e0 ISNUlE3. 1! SYMBOLS GENERAL NOTES ® Work Amhaw I. TFwk aPeraHone MIdI a rannr.a M one baPM k- 1-1-11 7. TM ROAD Cabl (CIION AHEAD and TTAO(En Man Eka o 18' x 18" :i oPange ILal oM a TPe 9 Iilht Ure oPDaelnl troll Inn awn to boRRk. altodred and ap.atkp A d tkme. Sign With 18- x 18• (Min.) Orange v Flog And Type B Light 2. AN pMUdee. ew wwk.e (ncgt Aoa�r.) DIM tMk kbdt dl um.. to -.ld. a. M.M rpn may M mnd br (Ooygrt Only) op..0 nA Tlpa B Lgrb Oraga Ralx B Type .• Or Type .•t• Or V.Lbd --UWU . an al u,n al plvwnw L 1 Fw wwk Wemtkm of W mkwlw w lap ew kWu NCI W7 and - r.t wk.d _ R +Labe Mgn 1•D•M MT EDDY' M 4uEelHubd tar Hn SteadyBonilcoda At N Or Drum (With Steady Buminq Light At Nght OM) Tubular Ywk.s {, 1WrwH whkip b o pwMYq blDlk tln Ill of egrt to TCZ I 0. �.MINE W paR mounted H tln daeu• tkrn sNnede May Be Used During Daylight Only. a1pn� s Nh•r 1Q MpHe envaaar on a mrmM pedee4 NaswoK nn rgD. MHa 0• osooeMt mawd.d w!a koated a Tn TM rml3mNn a -bg eetww, d"- " ee rat gnat. thm 25F ® Type Or Type ith Barricade Or Wrtkd PmM Or Drum (with Flushlnq Light At accoravw. lMa! k,dsx Nee 17]0l. It. Arms d.wt� tlL a bw k only DIM do not .4-t Hoew"•'t ^rwkk7 Night Only) B. H wwk ono k onlMsd b an autelde auMliwy lrwEnp Ure work be ROD CONSTRUCT � MPn F lrs ai ,at rpufnU. 12. l�tl bnwrNans .s to be adj.W to ffi IMd ee Mldex NCI 60M D Work Zme Sign MM [ eodr olh. w k dkst R kmmeNdwtlan Lf- R.N. al d timaof 1a F1.! to Na I�DQkwrNnb wM addlRand Inkrmalbn MAINTENANCE OF TRAFFIC PLAN FOR WORK IN VETERANS MEMORIAL PARKWAY & LOUISIANA AVE. R.O.W. SCALE: NTS PAVRHINT NANICI n r - allddl liD/13 12' FED-m-o6 b �i ifP-g-OF pYiF[ [AGREE SIGH/ AT CL AND WAD OF EACH 7A1tNQIa1P STALL �L 2V' S7EEL RASE �E4VR) COMIC, b a 12- VIA. COMCREIE FOUINDI MW 6' BFLOIF' FM LINE Ia T Mae BELOW HANDICAP SIGN POST DETAIL ITS. Yri- HOUR r• - -I rr- L y IMEAFTIDHx f e«,,,,,,.,,�,,,,,, AErfTT fall XFMIN6la59 ,• N°`""^'"' =per rr toao-:l 3 STCNDAAD GWIF HANDICAPPED SPACE DETAILS (PER FDOT INDEXES 700-102 AND 711-001) EDGE OF DETECTABLE WARM R✓ DOME PATTERN SHALL BE IN•LINE WITH DIRECTION T f OF TRAVEL 11 O\ aa' TRU NCATED DOME comemL d n0 O O (SEE DETAIL) O O O O O O O TRUNCATED DOME ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OFTRAVEL24 PLAN VIEW INCHES FROM THE BACK OF CURB NOTE. TRUNCATED DOMES PER THE LATEST FOOT DESIGN STANDARDS 2018, CURB RAMP DETECTABLE WARNING (PER FDOT INDEX NO. 304) t 40 :Ew 'O'--F+-� a •M. �,-Cod,. INilENNiroaa rD0 $YNFaI a� Q.' ro arno F X SPICIAL SIGN DRYAIIA 700N01 ID/ll 0 H� 0 U IVE.UG"!•' M41 ADD in _ �+r .01 '00 Ll � t Now IL SHM JUL 0 3 2020 18815 - N.INV.-15.9 x f WQ E. INV.=16.1 + I I �s� CITY OF SEBAS77AN PROPERTY P. B. ARM u I I B EAIS77NG 6' CHAIN LINK FENCE CATS �° is a FND.5/6'I.R. OJ _ N00'16'25"E GATE ---------- �----+,.MULCH 536.50' s ""•=15 ----_---I4'RCL - ------------------------ ` --- -----------------`---�------------- ___----___ ____________—___--_____--— ~— ....'. - Y . . N00'I6C) 6.97 (12 NORTH (D) \ '25"E nx n ... .:.:^::. � ..;. :`.::,.::�.;..: (Ful1r 0 ANY 01sTIIRDEn 1n 24 ' I \ muum AROUND \ PLANTINGS _ :I O & I 1 NEW 10A/0 SHED. �_ A PIN/ W MATCH EXISTING INax WE1L Wt, `\ MULCH AROUND ► al 6 r0 E>a51MG mPOlPvlm 6' INCH Plc �i�, ( fir.. (n PLAWFNW) MULCH AROUND 4'P QLAHOLIT. AS Slaw . •'.'` 's , • . , I I p<D MULCH AROUND 1RL01 AROIRD PLAN1H10H 1,T'� t V ',?'y �^•� m C a m1C 1oE Accom PONT 10 W PlNAN06 RMIIINDS � 'T GUtDDut - I .....j 2 K. y n cv `\ \ PFKPOSEV 1.224 # PADS O�fa= . �. ;`, 1 i= iS \ RUT sm MY AREAS OISRMHI OIID. rT � O \\ \\ DILBW$9 XBOVIOUMON) �1 ... fY FF- EEL s- 23.10' PROP. 1r aEANwr \ �1W6GA I � �MM'• �� Z � 4 � � a mol \ I � 1A20 SF •"��.. � E IIIT STATION r EL 2 ` \ � SPIGOT .:%A�• �'y` � - 3.to' 1'� ,DRELOOA I-.;0 P I t) a�•t F \ So$ sew ow- r , #' G' � a y_I L� TD TOM ,nG 3 „ h� (FlALY SODS- IT �9' Sx ' \ \ I I I 9• a• 3, I I STORY C.B. I j !Ia• Ir I 807 LOUISIANA A LIE I a0 I rn �A so IIY I zo.t _ ' F.F.E.=23.1 1 SAD o I p 9 mac\ \17 SERVICE TO 1% MAN BUILDING g \ \ I (rLlLr sm .n NBEAS DR71►iFn S70RIIWAIER MANAGEMENT TRACT WATER T' E NT EG *lm OO PANT PRIOPOSED m wra m \ �I n \\ I 1 MY SOD) 10 ON THE Maas+ EAST �r I I • � p051ING ouka 1➢ CMAR 1 I N m 00 \`\ O�iv��f\ egos' I ja 1 c I SRC TFR M TO� ANDIA) m � I - AE)O IRRIGATON EQUIPMENT � • I� pp pqg I MKIPOW PAVER AREA� �46 f.Al 1 RI 70 E ro AVENUE AA SPLIT IT MAIL F INSIDE COVERED AND SCREENED I g CATM BASIN I III RPM1� PRa- SITE I AVENUE OR A srur MAIL FENCE. g ENCLOSURE ` I �(T O O \ TOP=zQ 5 1� A I •O I _ - MULCH AROUND W ICI 1i \ 'A�.9/T e I I i a'0Q • a�AA - 20.0'_ d„1 ' 20.0' _ I EX f PVC @LDG WATER SERVICE LINE w 25 V/ & IRRIGATION NOTES: I & THE IRRIGATION SYSTEM SHALL BE DESIGNED TO CRFIBaN TO THE, \ t _ f g - 0 I A O 14 REQUIREMENTS OF [SECTION 54-3-1430 Alm TE RESTRICnWS •J \ 1 AD :}s•; ;`�• ' y .. `� 1- - R I c ON paQGATlw USE AS SPECKED BY TIME ST. JOMN•S RIVER f WATER MANAGEMENT DISTRICT. \ti" \\ I \\\ --..� a �' I— }—� O '- �V I I V I�S AuroMrrc IRRIGATION CONTROLLERS SHALL DE USE0. THE � T�$DIN ER SMALL DE CAPABLE OF BEING SET TO E NOAIEE \ i\ \\� • PUWY1sM MLpN AROUND \l IN A RAIN SENSOR DEVICE IS REQUIRED. `\\ �O N \ `\\\ .i IMULCkA"ANN" :•: ... P=AMMCB '-^ r• $ I� S A BATTERY BACK UP IS REouOP IRED CAPABLE TO RETAIN THE PROGRAMMINGPROGRAMMINGIE `\\ `\\ \ a� I ` + `Pi •"li I PROGRAMMING IN TEVENT A POWER FAILLW- « SITE 8. M. \ / 8 EQUIPMENT WITH CHECK VALVES SMALL BE USED IN LOW LYING \ \ \\ MULCH ABU=V TOP OF MAC HAIL - AREAS TO PREVENr LOW MEAD DRAINAGE. \ I» \ \\ TRAVERSE PONJT I HJ \ a \\ \ g EL-23.30 FT NAVD'88 A BAC FLDV PREVENTIONDEVICE IS REQUIRE0. \ jQ I� `'/ \ % awTD MIND MRLN Alum`'N a EQHBO" SEPARATION [IF UIPMENT AND PAVEMENT. INCHES BETWEEN DISTRIBUTION \\\ I �, \\\ \`\\' \�� — — -•+ a. PLANTINGS I _ a NO DIRECT SPRAY Qrt0 WALKWAYS, BUILDINGS, ROADWAYS AND DRIVES STORMVATER TRACTSMVNS/SaDDED AREAS SHALL BE HIGH \\ m O \\ \`\ \ I/ .NSW PROUO 7 TI!AI'[ VOLUME SPRINKLE! AREAS. LAWN SPRAY PATTERNS SHALL CONVEYANCE SYgIE \ • T? VIDE YEAR TO MEAD COVERAI'iE. IRRIGATION CONTRACTOR TO \ \ a \ \• \r 'j PRO SQE THE SPIm4LER HEADS Alm MEAD SPACING 'E• \\ `�\ \ II f .a •a° a1 I wVll ALL PLANTINGS ARE NATIVE DROUGHT TOLERANT. THESE AREAS \ \ \\ _ _ I I WEL BE LOW VOLUME SPRINI4.ER AREAS, IRRIGATION CONTRACTOR I CATCH BASIN _ /�-' [ ,� U ro SM THE SPRINKLER HEADS AND HEAD SPACING. \-OP-19.5 \ \\\ i e r e �. r, 1z1 (� S.W. INV.-16.4 _ THE IM OF TIME THE PERIMETER MID INTERNAL LIES SHALL 1 \ \ \\ BE S1ffD BY THE DBOWTIOI CONTRACTOR I \ N.E. INV.=16.4 • \ ,. _ I I \S. INV-16.7 .. •.. � r.;:, r:3�.:,, _ ,. .. �.:r: /.. SAL I REFQRACTOR II ro SUBMIT IRRIGATION PLAN ro CITY FIR N lrp i`!' \\ \"NO p i , y ��' e! •.i "' ' - .- di `O-q ... i.. J L. In \ '' ' ` \ . � _ ----\— 1 �'OA/�u1qCONT MOLLY DNS, REED FND.5/8 I.R. \ at .1c J - ------------------------------ GRAPHIC SCALE PARCEL 1— s P W s S.E. COR. OF S.W. 1 4 �_ \ \ J\ ' ---- J; -----`y-`-_-----� E� SECTION 6-31-39 \-----��- ----------------- °+ AC NOT RECOVERED `� \\ : \\ \ 3,� ASPH. 0 I I—b 8 N. A.K.A. N. 1/4 COR. \ \\ \� EXISANJ ASPHALT ROAD LOUISIANA A VENUE SECTION 7-31-39 \ \0,--------------�-----------------H------- �-------------------------------------------------- 0000 LANDSCAPE PLAN &LANDSCAPE DATA affbom ►a 1-4 Z LANDSCAPE LEGEND 1. ALL NUISANCE E DTIC VEGETATION EXISTING Wfnw PROJECT 1. VECANOPY MEMORIAL WAY - D WOE UOUS REWIRED 6 BEN SPACE LANDSCAPING 1 31 RES SF red+ 1• = 20'-0- 5 N%d10PY, a ANOERSIORY AND CaNIUAl0U5 EEpCE(2S2 1� l TREER.D70.iF(60.W7 S}7 - 3l TREES SITE PROPERTY ENT. (eE PDAOVPA IN NXN4RNCIIDN WITH - 12 CANOPY TRFiS. 14 UN)ERSIORY TREES AND 106 SHRUBS 67 EXISTING TREE CREDITS Q-s•, I-W, 2-7, 7-W, 5-9', 7 � p.I I � � SITE DEVELOPMENT. Me PUMP ITSTS 2> �) 11 EXISTING l1EE CIE0115 (21' OK Hi OAK AND 3 PAW) 7-W. 1-I', 2-12', I-13'. t-W, l-la' AND 1-16' PIES) CMON BOTANICAL HT. ?SPRAA CAL NAil TO.ERI Ni SYMBOL CONIQI BOTANICAL I.T.A, CAL TI T)A i 2. AN E6aO1R10M WELL AHD PV1P f7115i5 ON 91E EXISTING LANDSCAPE CREDITS 2 PROPOSED OAKREE TREES AND (VARIANCE FOR 14 UN ESTORY TREES) 0 PROPOSED TREES NAME NAME NAME NAME 3. ALL AREAS ARE ro BE STANJZEI/ AND CROSSED U V1 Vj rI +I rI I 92 SNOBS 7. TOTAL REQUIRED TREES - 126 CANOPY TREES AND �ESX—ESTING PROPOSED ; TIE ARE ETKCENEPDO µ QUALITY TRTHAT I AM H "ONE OF I•_.D.,�1 M� TYPE �� OIi Si TOTAL TYPE SIZE �EDR9M4 !F L CANOPY. B IINDERSTORY AID CONTINUOUS IEDCE(347) E77STNG 71EE CREDITS - 141 CIREDIIS 1PFE5 S', 7 7 LIVE 011ERCU5 YES YES l 427 MYRTLE CERI�FERA 36• N/A N/A YES YES _ �.:._ ^ W O <DBID ITNEES TOTAL VVVJJJ MK VIIIGINIANA - 17 CANOPY TREES, 21 UNOFRSTORY TREES AND 162 SHRUBS 1Ai0PO5ED FAIOPY TREES - la TREES (14 OAK AND 4 HOLLY) T E)aSTm W 'rR 6 ENSOD TREE CNEDIIS (12' OM AND 3 PAWS) PROPOSED UNDOiSTORY TREES - 10 CREPE MYRTLES 14 CABBAGE SABAL YES YES � 25l C OTuM .IFlYS� w.0 36' N/A N/A YES YES a A ) M PIE 5 2 1 2 )(�/ HT 1 14 14 7 OAK TREES. 4 HOLLY TREES AND 21 UN)ERSTORY TREES PROPOSED UNDORSTORY TfEFS (VARIANCE) - 47 TREES PALM PALMETTO ND 139 SHRUBS ,H�.ASN 0 PIE 6 E 1 2 OAK 5 2 1 2 TOTAL TREES/CREDITS PROVIDED - 19B TREES 1{ LIME EPINUSLLIOTI YES YES ✓ W STOPPER FRAGRANS 24' WA N/A YES YES 00 PINE 7 2 2 4 OAK 9 2 I 2 1 CR 512 - 10' WOE STOP REQUIRED PINE 8 2 9 t8 OAK la 2 I 2 SOITIERN MAGQIA N- 5 CANOPY. 6 UN WIDE SIRY AND CONTINIOU" HEDGEI3IS') � IIw MAALT Max prORG11 - If CANOPY TREES, 19 U)OERSTORY AND 163 SI BS WAIVER REQUESTED FOR A TOTAL 2 ra YES W GRASS FAPILARIS 18 TVA N/A YES YES .. - PIIE 9 2 B 16 OAK 12 3 I 3 15 TREE CREDITS 22' PNE. 5. 9' AND 10' MKS AND 4 PAWS) NAGN0.]A GYAUmIFLOIA j PINE 10 2 1a 20 OAK 18 3 t 3 ��P � OAK TREE AND 19 UMERSTORY TREES OF 47 UNDERSTORY TREES �� `�� P'S� ��r PROPOSED j �- �'' A PINE I 3 t 3 OAK 21 5 1 5 14 ALONG VETERANS MEMORIAL HWY.M"C' LIE U. 3 3 la OAK 24 5 1 5 4. WEST PROPERTY LINE - 10' WIDE STRIP REWIRED 33 ALONG WEST PROPERTY LINE • 14 LIVE VQNGI �' 6• Y YES YES PINE 13 3 1 3 MAGNOLIA 4 1 1 1 I S CANOPI', 6 UNDERS10RY AND CONRM)OUS Wr) { ) pOE(04 DESIGNER #0 069� X 0 27 CANOPY TREES. 33 UNDFRSTORY AND 264 SHRUBS pAMORN TILE% { I1y�.I PIE 14 3 2 6 K40CLIA 4 1 1 1 -1 2] TREE CREDITS (24• OAK. 2-4- MAGNOLIAS. 4 PALMS AND ADDITIONAL S EXISTING CANOPY • 4 MOLLY CSSRIE Nr 6' e• YES YES 5 1 a•, 9'. ID' 14• AND IV PINES) TREE CREDITS PROVIDED ON SITE. \ / ll �Ni1YY/MR4 PIE 1s 3 2 6 4 PROPOSED MK TREES AID (VARIANCE FOR 33 UN]ERSTORY TREES) THESE TREES ARE NOT CREDITED PROPOSED UNDERSTORY x = EXISTING TREE (TO BE REMOVED) PINE 16 3 1 3 264 SH1OB5 TOWARDS SITE REQUIREMENTS. + j j / ` " LIME 22 5 1 5 ® W ICNAPEMYRTLE + I ITLA AI 6• ` 4• fW� PO YEs f a$F Il{{ �IAApiSMFQN[L-.pOPMG S. OFF STREET PARKING SU14 REWIRED s 11REE/5 SPACES aM R� LS1 7arAl 67 Ul 1 TREE/3 SPACESt11t SPACES) a 23 TREES TOTAL - SC FFL ERA 23 EXISTING TREE CREDITS (2-0•, 3-9•, 2-10' AND 3-12' PINES) J U L � 0 3 2020 TREES REIDVEO - 4 PALM. 20' OAK AND 94YIOIm svi iC GAL Y i iF SC/IEFRERA TAM 1. W dx .—W ~ b— UN eupyr10 0 JsNrs7 M. 9r04 FCLO. M —W *PINT b Jo-ft" M. Sr W RID 6.o.s doasr-eb sn P•w d t, Uro osnsr sob* F oannsciMn sNh Ws P *t Arty olhr w w rsw 4 0— doowrrwrb w ary rspoAic9an, dbpW. sob. w Ww 4 VIdOm a 11rs.s 4sw W tY o " I, s 11* ProAAIHsd sRbWA —d A JoffM M. SmV4 FDA P=sPP 4 to Urs Fsdssl Ca%rw Los.' O 2018. Joft" M SMDL FOLD 1 18815 till 144"ll I I I t s g fiit fig. fe g: g IN E till I t I ILI t %T11 I't, Im pit lif a 641 fig; 9 4 i I - I -q ;I list 5I g gI IIF P P >g r F P m m P P P rp 9 P T n 9 T P >g >g M p. A > r F F r F A 11 11 A T A r A r ?-9 1 ad [ s sy g}#F }it z} a �� 3 i 11 i i P 3 g 4 lit �11 r�i�r Iy� r+}}�a $ � .$ ?g � Y g} � g�' f} � } } �'� �� •g4� ��' i 7� I� 8 Y�, 'J a} gsy7. 3�+Y� l i 31t Y '�"Yi= Y 7 g 4� �i a3 g g,g SSS g Sr 'JY �J e g 6 a lititIa � YYS i4� a 1 S $ g [[ } >! it a . _ s � � €� '�� a '� _.t � P Fy9g i a ! g ° &�} �$Y ;4.. g ifg_ e� I V is � i r 1ggt 8i° g1 1 2 g � 1 � f °311 f N� I g�>� �} & }1 9� 1 � � qg g� q g �g1 $Q �g�1 ;� �; $ >i> a } 9 s 8 g s€ $4 gggN_si� S� a$ gA ill } a�� 8 a3 } gF }i ! }$j Sa } } $& YAa 36C �ya � titi3 � $ � `� � TSB y °a q �� Y L 3 Y a g £F Ff H � m z 49 m m m O m n 0 z CO D Z7 70 fTl :0 e�-o• D 110 RA 1 wm-C 0 Y"a m C m� 0 w N g � o N m 4g g�o gn o i rr 18H Rr9"31 AM 10 F1 11SRI 11w,1LI D r r— D z zz 0 z r m G7 0 (z z 0 n O m r n z z C) 0 m a D n z 0 0 m D x� AFAR THINK HT. I OVERALL HT. L v! c W r D z z a.0 j svEaRm a_ li 1RIINK NT. m m r D z ^z^ V/ I D z O r— m D z =N u _ :1 _ AMERICAN LEGION r JOl M4 JMS Design Studios, Inc. 15-390 �ws m POST # 189 LANDSCAPE FNOLA CERTIFIED LANDSCAPE DESIGNER DPAWN JMS 2 " N 807 LOL ISLANA AVENUE_ �- DETAILS & NOTES FCLD /ooea aH,M CMS 3 4 SEBASTIAN, FLORIDA 1485 24TH STREET SW CELL C772) 332-eee4 DATE VERO BEACH. FLORIDA 32962 MAY 2019 S n+r.0".— 90" SHOWN 6 MUzM 0 ti .I--, OVERALL HT. R+�++ I Gtla 5M1 /L'.., 589'5T29'E 374.8Y SITE -IL , 78 M!r TOP OF MAC NAa I TRAV ER MT NAYI / �•' . •.. MTSW FT. 9'aa i� _ al hT, / vtwwNS drwbwAL WAY tnr-ir, I �, Gla1 eA+a1 1 ;D� .CIrr of sE tsnAN PROpk1YTy •d . ¢.147 1 4, -_.••. NB9'3041'E ELSr(U) ASRNAL7ROAD .300.00'---'--- l• 0. N8930.41'E as Aw.�p^ Carla A/C PAo '0' r :> ;Pf ¢ A' Ye rwm• a �O�O a4' aeAR I I b m.c :as ww 9 ti� .., •?> lapu'OP) 1•�'� ,� � $I �� 10431rjM)_-_ - DESCRIBED PARCEL LINE II a' o n11PL+� I A ' SITE B:MI 8 ibNe : ,F 4 ..1pC� oWNSR M7 aNYL' - I I i text A/a PAp .4P ; aq' D:=xr3o rY. xAVa'86 I I 'P I I i jd� J NET ., GROSS P G.4 oe98 '3099`2d4eq.e fc . II-�4+0/�00•gY�Itr- II PI$i Mo.1ML____Ne830'4iE I I I s w> OIw 3*d'.��-- II B II II I� NOTE: 1. NET' REFERS TO PARCEL AREAS EXCLUDING R/WS GROSS' REFERS TO PARCEL I LINES PER DESCRIPTION. II BOLD LINES ON PERIMETERS ,F> OF PROPERTY INDICATE NET I I d AREA OF SITE. II II - SURVEY SITE 115,728 aq. IT. 2.66 acres, nut (EXCLUDING R/W'S) I I � e II s4vor r� �Ik II I 4'.a -1- I I II uTO r 1N �, ;P II _ II _3o IP� i �11 ,9° \ ,9 �{[ 15' DRAINAGE EASEMENT - ar aZn 1- O.R.B. 11G4. P0. 2159 % ti l r xarv.l4s _ FIa1.1'N'CA.,J 1y� 56930'41'Y! 607.98' , ``fi4.^. •"' 41�'l \\ 144.84' ,p:5 Y] AWLEAsrto) \ VJ a . m S PARCEL 2 ,262 aq. ft. z 70.17 acres \ Ir Ir r�fiH \ ztr IN PARCEL i NET 73.890 sq. It. e trl 1.70 acres ;C° M ; GROSS B9,992 aq. ft. pi I ,: 2.07 acres a I. MONUMENTED �I� R/W LINE _�• a see g •i: r \ �r Pr \ \ 1 I1�1;.,� a i= Y IPi�[ fN0.8AiL0.- I � C P OVERALL R=2080 A=QB 42'58' S8' L 313.52' CHD�313.2'' CB=S56'07bD'W i Av�i �. •' �•. °i m�� a?o:fe lip I 3'II GRAPHIC SCALE ."I 30 0 15 30 60 120 o (IN FEET) 1 inch = 30 feet DESCRIBED PARCEL LINE I 1� G1W 9Aer1 I Se r1Yr144 .. aTi� �A ram./ Z .- P. "I's14,Mvyex. • - PMETNYnts4 NN ¢H A+mo P.O.B. FNa5/e•1R. j PA 1 5.E COL OF SW. 1/4 1e. J swnoN a-al-n NOT IWDOWN A.K.A N. 1/4 OOR SECRON 7-M-35 DESCRIBED PARCEL LINE RECEIVED JUL 0 6 2020 City of Sebastian Community Development Dept. SYMBOLS LEGEND cPP�= CONCRETE POWER POLE O.R.&=OFFICIAL RECORDS BOOK NAVD '88=NORTH AMERICAN VERTICAL MLPT-= METAL UGHT POLE DATUM OF 1988 B.M: ELEVATION BENCHMARK YAP -{} = WOODEN LIGHT POLE SET IR/C=SET 5/,. DIAMETER IRON ROD W/CAP STAMPED 'WBZ-LB 6840' NPP ni = WOODEN POWER POLE C.B.S.=CONCRETE BLOCK STRUCTURE .9=E%ISTING SPOT ELEVATION wM 0= WATER METER BFPV=BACKKFLOW VALVE m'DG = WATER VALVE F.F.E.=FINISH FLOOR ELEVATION RCP -REINFORCED CONCRETE PIPE HYD = FIRE HYDRANT IR/C= IRON ROD WITH CAP sv DI = SEWER VALVE I.P=IRON PIPE, NO I.D. I.R.=IRON ROD, NO I.D. Exc. ❑ = ELECTRIC RISER BOX MAG=MAGNETIC A/C=AIR CONDITIONING CA1yp =.CABLE TV RISER BOX R/W=RIGHT OF WAY Tom = TELEPHONE RISER BOX R-RADIUS+• A --CENTRAL ANGLE M.H. O = SANITARY MANHOLE LAN L=ARC LrrD CHD'cr ".H. O = STORM MANHOLE c OR°o°BEAwxc q=CENTERUNE CAS . GUY ANCHOR EL ELEVATION OH _OVERHEAD WIRES SHADED AREAS INDICATE W.F.=WOOD FENCE ASPHALT SURFACE CONC.-CONCRETE COV. COVERED Ir m PINE TREE W/DIAMETER (M)=MEASURED (C)=CALCULATED 1? Xr = PALM TREE W/DIAMETER (P)=PLAT CCR. CORNER To' 1'D = OAK TREE W/DIAMETER FNO.=POUND FND.=FOUND DESCRIPTION OF SURVEY SITE DESCRIPTION AS PROVIDED BY CLIENT PARCEL 1: Beginning at an Iron pipe at the Southeast comer of the Southwest quarter of Section 6, Township 31 South, Range 39 East. thence run North along the East line of sold Southwest 1/4 a distance of 300 feet; thence run West a distance of 300 feet; thence run South a distance of 300 feet; thence run East a distance of 300 feet to the Point of Beginning. PARCEL 2: Beginning at a point 300 feet West of an iron pipe at the Southeast comer of the Southwest quarter of Section 6, Township 31 South, Range 39 East, running South 103 feet 6 Inches (103.50 fact); thence running Northeast along the North side of Follsmere Road 182 feet 6 Inches (18Z50 fast); thence running West to the Point of Beginning. PARCEL 3: Beginning at an iron pipe which is the present Northeast corner of American Legion property being in the SE /4 of the SW 1/4 of Section 6. Township 31 South, Range 39 East, run North 133 feet; thence West 300 feet; thence South 133 feet to the NW comer of American Legion property thence East 300 feet o the Point of Beginning. NOTE PARCELS 1 AND 3 ARE SUBJECT TO RIGHT OF WAY OVER THE EAST 40 FEET THEREOF FOR LOUISIANA AVENUE AND PARCEL 1 IS ALSO SUBJECT TO RIGHT OF WAY OVER THE SOUTHEAST PORTION THEREOF AS SHOWN FOR COUNTY ROAD 512 WHICH IS APPARENT BUT NOT EXCEPTED IN THE LEGAL DESCRIPTION PROVIDED. Notes 1. This survey does not reflect or determine ownership. 2. Londe shown hereon were not abstracted for rights -of -way or easements of record. This survey was performed without the benefft of a title search. 3. Reproductions of this drawing are not valid without the signature and original ralsed seal of a Florida licensed Surveyor and Mapper. 4. Survey site Iles In Flood Zane 'X' per Flood Insurance Rote Map no. 1206100111H. dated December 4. 2012, 5. Subsurface utilities and improvements were not located as a part of this survey. 6. All boundary measurements equal record dimensions unless otherwise noted. 7. Elevations shown hereon are In feet, referenced to NAVD'BB, based on Indian River County Benchmark 'BM0050547, having a published elevation of 30.09 ft. NAVD'88. 8. Bearings shown hereon ere referenced to a previous survey of this site by Houston -Price, dated 6/7/2000, as provided by the client, holding the West r/w line of Louisiana Avenue as bearing S00'I6'25'W from Iran pipe at NE comer and iron rod at SE comer. SURVLTORS SIGNATURE & SEAL DATE REVISION NOZE' r''or N V r"WQ W,PAA�m' �W - , IS C y4E ED S William B. Zentz & Associates, Inc. 11/B/19 CITY CDMMENSS Professional Sarveyino & Mapping - - CERTIFICATE OF AUTHORIZATION (LB) No. 88A0 " -� r - Vq 684 Old Dbde Highway 11/8/19 Vero Beach, FT 32962 r :x ,sne'`l Aye Phone_ (772) 567-7552 surf aF 2aralf.:, .. Fax: Mgt 567-1751 Map Of Survey Boundary & Topographic Survey For American Legion 807 Louisiana Ave., Sehastlan, 32958 Indian River County, FI neltwor rxrn 1100x /stcr usr ARiD ale- s,A w. OF W.B.Z. wz 4114 1/3/18 1106-085 1 1 1 0 I 6� I p P. m et'1 i., yti"P`Saff,rore� yyroffaNr� n raj r < p- !� y i x R OAN g R e g rya _17A'k1t y 3 ■ x �rf 7C — 15C 1 I 11 p" ■b.% .. �g�, __ _� r II 21/9 1 _s 5�—•i.9PA8 -�--V—---J---■ QQ ■8 ��asyi 25 pip Ifi, — "I I / S �1H� {i'�C■ y �N mz y V _ L� _R— i ` �L�9i `_•8/ i�i ry■m� yry■��"'!!Y� �+NI 'J In �i _. C ''j kE Si71 'A A ltJ xm �pW�Wppp r-r-icei- I� 9 I t 9 CEO I I R I� 15-2 yTzzj N �IF--- ----- it � r------ 1 \ I I II ti I ■ ■■ ■ ■ ■ ■ �\ � \ \ I � I I I > I K F ® `�'i ■ ■ 19-2 Vr Ifl i I • ■ mrn ;; ■■/s Goes ■ a z ;------------- I ;------------- Y � ■ I I I � ��.II ' \ r / M- •,il _ J 3'�E' z• r I r-7 3`-1' r >• •� ----, Y' " \I ■■ ■ \ I I I I j � � ,t ■ 0000 0000 T-r ' �- • -r t r 6 i ,p- ■ ,�11 I11i If llllll■II €1{I :I{t11R1�■ i ,• EXISTING CdQiETE ■ESN EXISTING NifAETE --Fry■---' 8: ■ ;-------- ■ ■ • ■ ■ • • s R� ■ I �=l Ir r �x I 44 ��g+ I 3iL5 o I I _J 0--o 0000 !■ •• R I � \ Ir------------- � > r-------------- g ■ I I I� I I L/J L //■■■•■J a^ ■I i•■/ ■/■■ sI --------------- -------------- m , I a ■ I i i i J /IA ■//■ ■/■■ p — i - y 0 N y 0 • I m 3 -� c 7 C I I m O --------------J I I ifs O C ■ O 0 3: I O c' .v� . �O o PDSP m2 :,, T �TRNCTURALLv ENGINEERED BY: CENTERLINE DRAFTING AMERICAN LEGION Down z AN>'. `b 111ND AIN RIVER BLVD. UNIT 302) l DEREK PFOUTZ POST #189 DIMENSION °`O® TNS VERO BEACH, FL. 32960 I+,� 404 LAUREL ST. DAn NOV. 17 �Y �� SATELLITE BEACH FL., 32937 907 LOUISIANA AVENUE, PLAN as NOTED ` FL PE 9-3699 SEBASTIAN fl, 32958 �/ / ` \� FL PE #42082 I Ph, 772 538-0210 ,� 2 n m m D z S�RQ'1;TURALLY ENGINEERED BY: 001`rN; SMITH, P.E., INC. (CA #8772) m in •• O 914 20th PLACE 'f r�"� 2�• Aj �,� �`VERO BEACH, FL. 32960 o / \ 772-559-3699 m i/ Z�` •' �� FL PE #42082 •��111111{��`, CENTERLINE DRAFTING DEREK PFOUTZ 1 404 LAUREL ST. SATELLITE BEACH FL., 32937 r Ph. (772) 538-0210 I / I I I I I � I j II yqN V' �j AA �C J_• - I § • I ' f. I I I � I G 0 NC N AMERICAN LEGION POST #189 907 LOUISIANA AVENUE, SEBASTIAN fl. 32958 DSP Qaom TNS ELEVATION TNS PLAN —MAY srxc AS NOTED s* 1 r\ f r 1 �I rx DLo Co�' /� I' ■ m v o� z^ .� lVJ !D A O ■ ■ II ■ I` o , `�111111f////Z// odd • //i p.�y �VWCERALLY ENGINEERED BY: / �Db.;Zd.4WITH, P.E., INC. (CA #8772) rn � 914 20th PLACE 8 •'• X NVERO BEACH, FL. 32960 �/ • • �� 772-559-3699 ♦N /// `�� FL PE #42082 1.t f • CENTERLINE DRAFTING DEREK PFOUTZ i 404 LAUREL ST. I SATELLITE BEACH FL., 32937 r Ph. (772) 538-0210 .' t 1#♦ ram• �7 I ■ I ar I I I • r1 r� I I ■ I I I � I ■ � � I c �a j ■ I I ■ f F; I eN � I I I AMERICAN LEGION POST #189 907 LOUISIANA AVENUE, SEBASTIAN fl. 32958 i DSP �••® TNS DIMENSION TINSw NOV. 17 PLAN fwi AS NOTED ■a* 2 f• -or\ / r i 20'-3'f WEAK HEIGHT _ ��`--------�-- « 18'-2' CANT. TRUSS BRG. 0 TRUSS 1 - I A. -� �l� �11 �IH �1! �11 �ll �11 ��r - �1i �1, 1 1 - 1 -- _ -TRUSS �_ I OtG. 0 TRU55 f PEAK HEIGHT ----------18'-2' CANT. TRUSS BRG. 0 TRUSS ARCHITECTURAL SXN�GL g �Y - -. �I� �y I 12 ROOF RICH ♦ S.P. #1 11 S l ! 1 11 111111 �rT�I 1-Il hI �1 i! 11 � P.T. WOOD BEAM �I �1 �] 11 1 �--___-_-_-__________________________________________ �- * 110'-cr CANT. OTRUSS�SS EIR STUCCO FINISH ON •..; �• (3) 2'k12" S.P. kl - - y y.•; 1 _ arm oR x ww EXTERIORWALL, INISH N __ P.T. WOOD BEAM ,---" - ---- ---- --�-- COLUMNS AND KNEE WALL SHALL BE PAINTED TO MATCH EXISTING:,'...'';•�,'_•�•'•:'. ,•'�''• BUILDING {, b SCREEN ABOVE 32" HIGH 12"x12" PILASTER BLOCK W/ HALF WALL (TYP•) (4)*5 BARS CONTINOUS \—tEEFOUNDATION PLAN AND FOUNDATIONS DETAILS FOR SPECIFIFCATIONS SOUTH ELEVATION SCALE: 20'-3'f PEAK HEIGHT -;----------- 18'-2' CANT. TRUSS I� BRG. 0 TRUSS ARCHITECTURAL 1 sH1NGLes 1z� 1 I f P.T. WOOD BEAM + I� ---- ------ - ------ f------------------t- :r 12'xB' HURRICANE ROLLUP .. / SHUTTERS MR) � SCREEN ABOVE 32" HIGH J HALF WALL (TYP.) EAST ELEVATION SCALE: ' 42" BARTOP SCREEN DOOR - - - FIN. ON R. E FOUNDATION PIN AND FOV NDATIONS DETAILS FOR SPECIFIFCATIONS 1 /4" = 1'-0" 1/4" = 1'-0" SCREEN ABOVE 32" HIGH HALF WALL (TYR) b ®® �i,•� STUCCO FINISH ON -_- _ - EXTERIOR WALL .SCREEN': _ •' 12 "x12' PILASTER BLOCK W (4)"5 BARS CONiINOUS .. 0'_0- --- --- / RN. FL L SEE FOUNDATION PLAN AND FOUNDATIONS DETAILS FOR SPECIFIFCATIONS NORTH ELEVATION SCALE: 1 /4" = 1'-0" 20'-3'f PEAK HEIGHT 18•-2' CANT. TRUSS -+----------� BRG. 0 TRUSS t- I I ( ( r (.3). 2.. O..S.E#1 P.T.W'ODB.AM 10-0' CANT. TRUSS I_ -0* CANT. TRUSS ---a---------Y---_-___+10' BRG. 0 TRUSS O TRUSS 8_0• -------- -- - 8'-0' DR. HEAD HGT HEAD HGT. SCREEN ABOVE 32.'HIGH J HALF WALL (TYR) WEST ELEVATION SCALE: FOUNDATION PLAN AND FOUNDATIONS DETAILS FOR SPECIFIFCATIONS 1/4" = 1'-0" FIN. FL z 0 �z I-4 wa a w � f A N n } 07 O OI N X .ULu Z?aL` IIc W Dj = L Z* J aNQ�d I Q=gym^J C At ol No. 1 '� '• STAB F( TOM N. SMITH, P.E., FL. PE #42082 + Or Ar a ww^—'�N Ln a -i'. CD co zi 2D-2" ROOF PEAK ' 20'-2' ROOF PEAK r CUPOLA SHALL BE WHITE CUPOLA SHALL BE WHITE HORIZONTAL VINYL SIDING 21� HORIZONTAL VINYL SIDING z 1 0 ARCKITECTURALSHINGU S ARCHITECTURAL SHINGLES TO MATCH EXIST. BLDG. A I TO MATCH EXIST. BLDG. E-A 'I I y a BEAM PAINTED W BEAM PAINTED WHITE 1 II 4i' W 14 l �I TO NATCN DGST. BLDG. TO MATCH EXIST. BLDG. ill tl W -------------------------------------- ------------------------- ---------- --- I r 10'-0^ TRUSS BEARING -+-- — r,'".----------- ------------- ------------- ---------------------------------------`-----•--'--- 30'-a• TRUss BEARING STUCCO FINISH ON EXTERIOR WALL, COLUMNS AKNEE WALL SHALL BE PAINTEDWHEE TO MAILH ET05i. BLDG. b PILASTER BLOCK PlQNTED .111 TO MATCH EXIST. BLDG. SOUTH ELEVATION SCALE- 20'-2" ROOF PEAK CUPOLA SHALL BE WHITEjCie HORIZONTAL VS INYL @ING��' �- ARCHITECTURAL SHINGLES TO MATCH EXIST. BLDG. BEAM PAINTED WHRti TO MATCH EXIST. BLDG ---------- II I I I I! IJ II I I r E I I - I l�� 30'-0' TRUSS BFARWG I I I CHARCOAL SCREENWALL P.) 32' HIGH HALF WALL (TVPJ PILASTER BLOCK PAINTED WHITE J TO MATCH EXIST. BLDG. CHARCOAL SCREEN DOOR —000.'_ (TYP.) EAST ELEVATION SCALE: 1/4R = 1--0- SNCGD FINISH ON EXTERIOR WALL, COLUMNS AND KNEE WALL MATCH Be PAINTED WHITE m MATCH EXIST. BLDG- . }, D'-D" FIN.iL 2(r-2^ ROOF PEAK CUPOLA SHALL SE WHITE HORIZONTAL VINYL SIDING I 7 ARCHTIECfURAL SHINGLES TO MATCH EXIST. BLDG. BEAM PAINTED WHITE TO MATCH EXIST. BLDG r rl r4r I�I �41 r4 ?�► ICI I ICI 'I � I --'--- i------------------------------------------------------------------------------� --; 1010'TRUSS BEARING CHARCOAL SCREEN Asm 3 NIGH HALF WALL (TYP.)2' PJ STUCCO FINISH ON EXTERIOR 'y WALL, COLUMNSK AND WAIL SHALL BE PAINTED ITEE:TO E MATCH EXIST. BLDG. PILASTER BLOCK PAINTED WHITE TO MATCH EXIST. BLDG. 0'-0" FIN.FL. i WEST ELEVATION SCALE: 1 /4' = 1'-0" RECEIVED JUL 0 6 2020 City Of Sebastian Community DeveloprT)ent A z zmo rn o �lcq co z�z"" �z vE- rn d sW C) m N m� Ld of N M OEW dlJiMC4 W Lj.L.2 aj41% J a N Q N W LLI 4 � (n V V) (�I y O O O TODD N. SMITH, P.E., # FL PE J42082 �D m m s 4m cl sR ax FIE 9 STRUCTURALLY P ., INC.NRED(CA 8 TODD N. SMITH, P.E., I. (CA #8772) CENTERLINE DRAFTING AMERICAN LEGION DSP o� TNS 914 20th PLACE DEREK PFOUTZ POST #189 awn ELEVATION TNS VERO BEACH, FL. 32960 772-559-3699 «1 404 LAUREL ST. SATELLITE BEACH FL., 32937 907 LQUISIANA AVENUE, w MAY 19 PLAN FL PE #42082 Ph. (772) 538-0210 SEBASTIAN fl. 32958 xuc AS NOTED ,u ....1-. i t M M ,-11 -.* ` � n ii r '% 1. 2. 3. 4. 5. 6. �A SEBASTLA HOME OF PELICAN ISLAND Community Development Department Accessory Structure Staff Report Property Owner: Contractor: Requested Action: Project Location: Current Zoning: Required Findings: Mr. Albert Berry Slater Construction Approval of a 24' x 24' detached garage 841 Dolores Street Lots 3, Block 413, Sebastian Highlands Unit 9 RS-10 Current Land Use: Single-family Residence A. No accessory structure shall be constructed until the construction of the principal structure has been started. 1. House completed 1960 ; or house under construction 2. Accessory structure to be located on same lot as principal structure X ; or located on second lot that has been combined with principal lot by a unity of title B. No accessory structure shall be located in any required yard (setback): 1. Front yard: No detached accessory structure shall extend beyond the front building line of the principal structure that is located on the same real estate parcel or lot. Principal structure setback is 24.2' Accessory structure setback is +/-115.0' 2. Front yard on corner lot: Accessory structures may not be located in the secondary front yard of an improved corner lot unless the corner lot is joined in unity of title with an interior lot that contains the principle structure. However, said accessory structures shall not be located closer than 25 feet from the secondary front property line in the RS-10 zoning district, and in all other zoning districts shall meet required front yard setbacks. Secondary front yard setback is N/A , and proposed accessory structure front yard setback is Does Does Not Comgh• Comvh Does Does Not Comply Comph 3. Side yard: Required side setback is 10, Accessory structure side setback is 22' 4. Rear yard: The required rear yard is 20' . A detached accessory structure may encroach into the required rear yard, provided it meets all the following: a. It is a minimum 10 feet from the rear property line. Proposed accessory structure has a 20' setback. b. It is not in an easement. Rear easement is 10, and proposed setback is 20' c. It does not exceed 400 square feet in lot coverage. Proposed X accessory structure is 576 square feet. d. It does not exceed 12 feet in height. Proposed accessory X structure is 17' feet in height. Accessory structures which are attached, or do not meet the above four requirements must meet the standard rear setback J which is 20' Proposed accessory setback is 20' . C. No mobile home, travel trailer or any portion thereof, or motor vehicle shall be permitted as an accessory structure. D. Applicant must expressly designate the type of the accessory structure (i.e. garage, shed, etc.) Garage E. Must comply with all city codes. F. The height of accessory structure cannot exceed height of principal structure. House is approximately +/-17' , and accessory structure will be 17' G. Attached or detached Quonset -type or style accessory structures are prohibited. H. A residential lot is allowed 5 square feet of accessory building area (cumulative) for every 100 square feet of lot area, up to a maximum 1000 square feet. Property square footage _ 15,954 x .05 = Allowable sq.ft. of accessory structures 797.70 Existing accessory structures 0 Proposed accessory structure 576 Total existing and proposed 576 2 7. Planning and Zoning Commission Review: Any attached or detached accessory building, carport or breezeway over 500 square feet in area must be reviewed and approved by the Planning and Zoning Commission utilizing the following criteria: Does Does Not Comply Comply A. Accessory structures may not be constructed or maintained from corrugated metal or corrugated metal -looking products. B. The roof of the accessory building must have a minimum pitch of 3:12. C. Accessory structures 501 sq.ft. to 750 sq.ft. in size shall be compatible with the overall general architectural design of the primary residence, including facade and materials, colors and trim, roofing materials and pitch. D. Accessory structures 751 sq.ft. to 1000 sq.ft. in size shall be of the same architectural design of the primary residence, including facade and materials, colors and trim, and roofing materials and pitch. Foundation plantings shall be required on all sides of the accessory structure excluding entranceways and doorways, as follows: 1 shrub for every 3 lineal feet and 24 NSA inches in height at planting. Lineal dimension totals _ 3 = Total Shrubs Required Review fee has been paid: YES 4 NO Additional Considerations: It should be noted that the location of the proposed garage sits behind the existing home which renders it unseen from the street; the manner of construction appears to be similar to the existing home which has a painted decorative concrete block relief. Items that staff feels need to be addressed would be that the applicant needs to paint the proposed garage to match the existing home; it should also be noted that it appears that the proposed roof shingles match those found on the existing home, but this might be a condition that the Board should mandate. The Board needs to make a determination if the exterior finish of the detached garage needs to have a painted stucco finish, or may remain a painted concrete block wall finish similar to what is found on the existing home if the applicant desires; the applicant needs to clarify if a driveway will be built to access the garage, and acknowledge that the city has the right to remove the driveway if access to the easement was ever warranted. The home was constructed in 1960, and no information regarding height exists in the Building Department file, but it appears to be approximately 17' high, which is the same height of the proposed garage. As the proposed structure is in the rear yard, it is unlikely that the garage will be 3 seen from the road. The roof pitch appears to be same or similar to that of the existing home, but no information regarding the actual roof pitch exists in the Building Department file. The Board must decide if any deleterious effects exist with regard to the applicant's request, and make any necessary or additional recommendations. ate 4 1 NOT SUBDIVIDED 09 ( S 00°05'42' W 99,98' M. ) S 00002'45" W 100.00b, LIMIT OF PLAT —` — r0.3' 6' CHAIN LINK FENCE To / o I 10, P.U.& .E 1.3' — RRO 1' CONCR: YI0, 1.9' Ur1UTYSHED I LOT 2i WOOD FLOOR WOOD '` BLOCK. 413 LOT ?� BLOCK 413 d Ur i Ln CONCRETE LOT 4 = ,°y. ¢ � 37.0' w • i Ln „ BLOCK 413 u Lei n ,6 COVERED c PATIO I & C3I � o a I 2,0' 20.8' a 21.5' I Ln 9 4' ONE STORY � 7"d g CONCRETE BLOCK z1s' co LOT 1 I RESIDENCE #847 I Z BLOCK 413 C •- -0.2' 7.3' 26.4' N IO.B' ��12.1'W w z I ^ COVERED W I P� PUNTER O,P�G .p I to; t Y V C 3 2� (• 'Pi•� 2 :220 xM ` z (132.02' M.) V 13200' P. 1 ❑ LAMP LAM v p i 75.00' P. N 00002' 15" E 100.00'P, W NWLWE w 100.00' M.) dvg dvi NeNa a'� °D ` "' •.. ASPHALT PAVEMENT N N DOLORES STREET (WRIGHT OF WAY) LEGAL DESCRIPTION: LOT 3, BLOCK 413, SEBASTIAN HIGHLANDS UNIT 9, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6, PAGES 36 AND 36A OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. SURVEYOR'S NOTES: 1. BEARINGS BASED ON THE CENTERLINE OF DOLORES STREET AS N 00°02' 15' E AS PER RECORD PLAT. 2. NO INSTRUMENT OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. 3. THIS SURVEY IS NOT INTENDED TO LOCATE EXISTING UNDERGROUND FOUNDATIONS, ENCROACHMENTS OR ANY IMPROVEMENTS EXCEPT AS SHOWN. FENCE LINES SHOWN ARE APPROXIMATE DUE TO WIND DAMAGE. 4. THE LOT RESIDENCE HEREON IS LOCATED IN FLOOD -_-ZONE'X' PER FLOOD INSURANCE RATE MAP 12061CO172 H, DATED DECEMBER 4, 2012. 5. DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY 15 SUBURBAN, 1 FOOT IN 7,500 FEET, UNITED STATES STANDARD FEET. ABBREVATIONS: P-PLAT M-MEASURED RIW-RIGHT OF WAY O.U.L.-OVERHEAD UTILITY LINES CONC-CONCRETE 4-CENTERLINE COV-COVERED A/C-AIC CONDITION PUCrDE PUBLIC UTILITY 6- DRAINAGE EASEMENT PLS-PROFESSIONAL LAND SURVEYOR NORTH -' SCALE 1'-30' BOUNDARY SURVEY CERTIFICATIONS: ALBERT G. BERRY LEGEND: 0 SET 5/8' IRON REBAR WITH CAP STAMPED'PLS 4896' ® FOUND 5/8' IRON REBAR WITH CAP, NOT LEGIBLE FOUND 1" IRON PIPE, NO CAP OR IDENTIFICATION O FOUND 1/1' IRON PIPE, NO CAP OR IDENTIFICATION PREPARED BY: CECRLE LAND SURVEYING, INC. FLORIDA LAND SURVEYING BUSINESS #6637 70749 HIGHWAY U.S. 1, SUITE A SEBASTIAN, FLORIDA 32958 PHONE 772-388-0520 FAX 772.388.2072 CERTIFIED CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF IN CONFORMITY WITH THE FLORIDA STANDARDS OF PRATICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO CHAPTER 5J-i 7.050 FLORIDA ADMINISTRATIVE CODE, THIS SURVEY 15 PREPARED AND CERTIFIED FOR THE EXCLUSIVE USE OF THE CLIENT OR CLIENTS NAMED HEREON, THE SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORID&JXENSED.VRVEYOR AND MAPPER. L__, !a , f?- y 7-10-2018 THOMAS RANDALL CECRM, P.L.S. 4896 BOUNDARY SURVEY 7-10-2018 1 SCALE i'=30' 1 FIELD BOOK 132-35 1 SHEET 1 OF 1 I PROJECT NUMBER 18-162 e' ��.' y r hLin uriIanii!Lr - 841 Dolores Streetjr ' VL o f K k: Gllsn Are �, ELEV. V-r FRONT ELEVATION SCALP va'. r D' = 00 REAR ELEVATION SCALE V4 - V O' LEFT/RI6HT ELEVATION SCALE 1/4' • 1' Cr r et S��►■ 7 ...... 4'iHK GONC. AC PAD 1KIaC�4 ® . i, i i VP7AGIrID SARA�F i i i... i L - - ---- -------------� '(j..�� .Sp•��a0 __.-_! l0 - e0 "._ l0 �ON.�O[WORIQ2L�� ONUOEODwtXFLeB I So a0-�SO� to 1So FLOOR PLAN -- 1-1 . 110, a FOUNDATION PLAN SCALE va• • r O' li __'. erwx� ••� canc m I T! E - ��fmlG.�e1L�P.Greuy, u J I gy` Y 0 TYPICAL HALL SECTION SCALP vn' -1' a LF aswrnsx�®ru��rr— �uoxam�xrwovcn n-..= OA EXTEMOR MASONRY WALL_ aresom � . rcxu�u10 .emm u mxoa=iEairs nnm mnovavx ana� a ro°Va10�" urwwxrc�®ru!�rs - .��"a°e^"o na-rEr��wrm�iws OB GABMk nOORREMWEO SILL TABULATION GARAGE 567 n 841 Dolores Street— Front Elevation Note the exposed decorative block in relief on the main facade. CITY OF 4 HOME OF PELICAN ISLAND BUILDING DEPARTMENT FIRE PREVENTION OFFICE 1225 MAIN STREET • SEBASTIAN, FLORIDA 32958 TELEPHONE: (772) 589-5537 FAX (772) 589-2566 RECEIVED JUN 0 12020 City Of Sebastian Community Development Dept PERMIT APPLICATION ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO FS 713.135 PERMIT # CZ ~ I � � I J DATE: INDIAN RIVER COUNTY `PARCEL H)# a3 i 3 IO m jj I�� 3.0 RECEIVED T LOT: BLOCK: `! 7 SUBDMSION: SPl�cfil� pK f�rS�,!ftt� FLOOD ZONE: TYPE OF WORK: EW STRUCTURE []ADDITION []ALTERATION REPAIR []DEMOLITION [] OTHER WORK INCLUDES: []STRUCTURAL DdECTRICAL DLUMBING D-AECHANICAL E2KOOFING - SLOPE:_ []FIRE SYSTEM ❑ POOL ALUMINUM STRUCTURE [] SHED Q FENCE SLAB OR DECK [] OTHER WORK DESCRIPTION: C (l �� f �`(cC_� t G I% }� �� 4UC fh/D C� ' d ESTIMATED JOB VALUE: $ ! t ' TOTAL S/F --5 &7 UNDER AIR Cam] JOB NAME: Fu avL t I GG� r a dr t ' '� s'(ll JOB ADDRESS: [ I-1 I ocl � 1p-S .r7`f SUITE/UNIT NO. W NF,R'S�i(i ME: �' {�w l Ex � � PHONE: ADDRESS: CITY/STATE: Se Wk 5 k c, f 4 T 7 cl S k ZIP CODE CONTACT E-MAIL ADDRESS: CONTRACTOR USINESS NAME: o� C� V r6w �&ucAL i LICENSE #: ( 3 ADDRESS: ([ S 3 (n ( 51 c i ✓ CONTACT PHONE: t; L CITY/STATE: vi rC G 77 G CrLd ZIP CODE CONTACT E-N! ADDRESS:., ) c, CIC� �CI.S tts�iu C k[.+n V ! e, :� r� I / ARCHITECT/ENGINEER: ,4 W )a PHONE: 7?Z - R/,3 - gbi' �f ADDRESS: Vir CITY/STATE: 1 ul 61� . r��i & 3 ZIP CODE: J CONTACTE-MAIL DRES v� ib r P� I�1 viP P.► rrjr ML( I'll-r .(t &-? PRESENT USE: PROPOSED USE: OCCUPANT LOAD: NUMBER OF: STORIES []BAYS DUNITS []BEDROOMS DIIEIGHT TYPE OF CONSTRUCTION: GROUP OCCUPANCY: AREA IS THE BUILDING PRESENTLY EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM? ❑YES l3qO BONDING COMPANY: MORTGAGE HOLDER: ADDRESS: 4DDRESS: 1 APPLICATION IS HEREBY MADE TO OBTAIN A PERMIT TO DO THE WORK AND INSTALLATIONS AS INDICATED. I CERTIFY THAT NO WORK OR INSTALLATION HAS COMMENCED PRIOR TO THE ISSUANCE OF A PERMIT AND THAT ALL WORK WILL BE PERFORMED TO MEET THE STANDARDS OF ALL LAWS REGULATING CONSTRUCTION IN THIS JURISDICTION. I UNDERSTAND THAT A SEPARATE PERMIT MUST BE SECURED FOR ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS AND AIR CONDITIONERS, ETC. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING -YOUR NOTICE OF COMMENCEMENT. A CERTIFIED COPY OF THE RECORDED NOTICE OF COMMENCEMENT SIGNED BY THE OWNER, SHALL BE FILED WITH THE PERMITTING AUTHORITY IF THE VALUE IS $2,500 OR MORE, EXCEPT HEATING OR AIR CONDITIONING CHANGE OUTS LESS THAT $7,500. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. -- ANY CHANGE IN BUILDING PLANS OR SPECIFICATIONS MUST BE RECORDED WITH THIS OFFICE. ANY WORK NOT COVERED ABOVE MUST HAVE A VALID PERMIT PRIOR TO STARTING. IN CONSIDERATION OF GRANTS, THIS PERMIT, THE OWNER, AND THE BUILDING CONTRACTOR AGREE TO ERECT THIS STRUCTURE IN FULL COMPLIANCE WITH THE BUILDING AND ZONING CODES OF THE CITY OF SEBASTIAN. NOTE: THIS PERMIT APPLICATION IS VOID AFTER 180 DAYS UNLESS THE WORK, WHICH IT COVERS, HAS COMMENCED. ALL CONTRACTORS MUST HAVE A VALID STATE CERTIFICATION, STATE REGISTRATION, OR CERTIFICATE OF COMPETENCY ISSUED BY THE CITY OF SEBASTIAN PRIOR TO OBTAINING PERMIT. ❖ (ALL ADDITIONS, ALTERATIONS OR REPAIRS MUST HAVE OWNER'S SIGNATURE ON APPLICATION OR PROVIDE COPY OF EXECUTED - - !I F F/AGENT LIFIER'S SFUA ATURE NATURE O OWNE / F WeggIV-r- 19C—IZItIV Z_ 0/1/6v�� PRINTED NAME OF OWNER/A(GENT PRINTED NkC E OFLIFiER DATE: __5� l W'D DATE: A kv to ❖ Individuals who sign as the owner's agent must first obtain owner's written authorization to sign on their behalf STATE OF FLORIDA "NOTARY IS FOR QUALIFIER'S SIGNATURE" COUNTY OF I hereby certify that on this .76 day of 200� personally appeared who is /personally know to me or has produced identification. Type of identification produced: Signat re �of�Notary Public Notary Seal .,� ; BONNIE L. KRMAER Notary Public —St&OfFlOr:.a Commission # tiG 1fi72Z `•;, q• --1- �s My Comm. Expires D0o Y - NdMl NW-F.