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HomeMy WebLinkAbout2015-02-19 PZ Agenda�cf SETH HOME OF PELICAN ISLAND 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589.5518 ■ FAX (772) 388-8248 AGENDA PLANNING AND ZONING COMMISSION THURSDAY, FEBRUARY 19, 2015 7:00 P.M. 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. ANNOUNCEMENTS 5. APPROVAL OF MINUTES 6. OLD BUSINESS 7. NEW BUSINESS Regular meeting of February 5, 2015 A. Quasi -Judicial Public Hearing - Site Plan Modification - Sebastian Center - Additional Parking, Hook-up to Public Sewer, Demolition of Septic System - 1627 US Highway #1 - Commercial Riverfront (CR) Zoning District B. Public Hearing - Recommendation to City Council - Rezoning/ Conceptual PUD Plan - Sandcrest Subdivision - RM -8 and RS -10 Zoning to PUD -R Zoning - SW Corner of Main Street/Powerline Road - Parcel ID No.'s 30-38-30-00003- 0000-00000.4, 31-38-01-00000-7000-00001.0, and 31-38-01-00000-7000- 00003.0 S. CHAIRMAN MATTERS 9. MEMBERS MATTERS 10. DIRECTOR MATTERS 11. ATTORNEY MATTERS 12. ADJOURNMENT ANY PERSON WHO DECIDES TO APPEAL ANY DECISION MADE ON THE ABOVE MATTERS, WILL NEED A RECORD OF THE PROCEEDINGS AND MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH APPEAL IS TO BE HEARD, SAID APPEAL MUST BE FILED WITH THE CITY CLERK'S OFFICE WITHIN TEN DAYS OF THE DATE OF ACTION. (286.0105 F.S.) IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ANYONE WHO NEEDS SPECIAL ACCOMMODATIONS FOR THE MEETING SHOULD CONTACT THE CITY'S ADA COORDINATOR AT (772)-589-5330 AT LEAST 48 HOURS PRIOR TO THE MEETING. TWO OR MORE ELECTED OFFICL4LS MAY BE IN ATTENDANCE. MINUTES FOR THE PLANNING AND ZONING COMMISSION MEETING OF 2/5/14 TO BE PROVIDED AT A LATER DATE BEFORE SCHEDULED MEETING �nOF SEBA TLkN HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589.5518 ■ FAX (772) 388-8248 www.cityofsebastian.org DATE: February 11, 2015 TO: Planning and Zoning Commission FROM: Dkan King oSenior Planner RE: Sebastian Center Sewer and Parking Improvements Minor Modification to the Site Plan J. Wesley Mills, P.E. of Mills, Short & Associates, LLC, has applied for a minor modification to the Sebastian Center site located at 1627 U.S. 1. In an effort to increase parking, the proposal is to remove the septic tank and drainfield, and hook up to the Indian River County Sewer System. As redesigned, this will provide an additional 8 parking spaces for the mixed use building. Traffic circulation on the site will remain as previously designed, but with improved pavement marking and signage. The existing landscaping along the perimeter of the property in the area of the septic/drainfield and proposed new parking area will be evaluated at the end of the construction. Any landscape deficiencies existing now or caused by the construction will be identified. Plant materials will be provided to ensure code compliance. In summary, the proposed minor modification will provide additional needed parking while removing a large existing septic system. For this reason, staff recommends approval of the minor modification to the Sebastian Center. 0) kM SERAST" HOME OF PELICAN ISLAND City of Sebastian Development Order Application Permit Applicaticn No. Applicant If not owner, written authorization (notarized) from owner is required) Name: Sebastian Center Address: 1627 U.S. Highway No. 1, Sebastian, Florida 32958 Phone Number: ,(772) 228-8422 FAX Number: ( ) E -Mail. Owner if different from a Ilcant Name: Address: Phone Number. ( ) FAX Number: ( ) E -Mail: Title of permit or action requested: 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° 3Y 11 1' COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM. A. Project Name (if applicable): Sebastian Center Sewer and Parking Improvement Project B. Site Information Address: 1627 U.S. Highway No. 1, Sebastian, Florida 32958 Lot: Block: Unit: Subdivision: Indian River County Parcel #: 30-38-21-00001-9999-00033.1 Zoning Classification: CR Future Land Use: Riverfront Mixed Use Existing Use: Office/Medical Proposed Use: Office/Medical Q. Detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets If necessarvl: The proposed project includes removing the existing septic tank and drainfield and installing a new private lift station. The project also includes construction of additional parking spaces. DATE RECEIVED: _7_!� FEE PAID: $ 1100- 0 RECEIVED BY: Maur t'hvd,'F�cu.t,�� 6 ^ rJ . iee.i F< -e-, (4(000.00 D. Project Personnel: Agent: Name: Eugene Popow Address 1627 U.S. Highway No. 1, Sebastian, Florida 32958 Phone Number, (772) 228.8422 FAX Number: ( ) E -Mail: gpopow@bluewatercommercialrealty.com Attome : _ Name: Address Phone Number- ( ) FAX Number ( ) E -Mail: Engineer: Name: Mills, Short & Associates Address 800 8th Street, Vero Beach, Florida 32962 Phone Number: (772) 226-7282 FAX Number. ( ) E -Mail: WMills@MillsShortAssociates.com Surveyor: Name: William B Zentz & Associates Address 684 Old Dixie Hwy, Vero Beach, Florida 32962 Phone Number. (772) 567-7552 FAX Number. ( } E -Mail: I, THE LEGAL 1 ESENTF APPUC AND THAT ACCORATE AND TRUE TF% SWORN TO AND SUBSCRIBED BEFORE A WHO IS PERSONALLY KNOWN TO ME OR AS IDENTIFICATION, THIS _! DAY OF NOTARY'S SIGNATURE PRINTED NAME OF NOTARY COMMISSION NO./ExPIRATION SEAL: Permit Application No. FIRST DULY SWORN, DEPOSE AND SAY THAT: _ I AM THE OWNER _ I AM OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS "APS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE _EDGE AND BELIEF. DATE pa„y CARLENE SCHLE9US 3iP Notary Nillic - SM” o1 Florida ,YY ge My Comm. Expires Nor 12.2018 Commission s Ef 550998 Bonded Through Nationpl hotay 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. IME, _ THE OWNER($) J _ THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE BOARD/COMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY IN CONNECTION WITH MY1OUR PENDING APPLICATION. IIWE HEREBY WAIVE ANY OBJECTION OR DEFENSE IANE MAY HAVE, DUE TO THE QUASI-JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARDICOMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MY1011JR PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING. THIS ND CONSEN SIGNED BY MErUS VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIED, 0 SES MADE, BY EE, AGENT, CO CTOR OR OFFICIALL�OFE ITY OF SEBASTIAN. / �/ I NA DATE Swom to and subscribed befi who Is personally known to IT as identification, this _ - d Notary's Signature Printed Name of Notary Commission No./Expiration Seal: tip0.''�'/�y�4� CAHLENE SCHLE6US ;:°. �; Notary Public • State of Florida •i My Comm. Expires Nov 12, 2016 > °c Commission as EE 850996 "�°�"° Banded Through National Notary Assn. APPLICATION-F:F,ES ARE ESTABLISHED BY RESOLUTION OF CITY COUNCIL. ADDITIONAL FEES FOR THE CITY'S TING ENGINEER REVIEW (WHEN REQUIRED) WILL BE THE RESPONSIBILITY OF THE G DATE Pernik Appkat.on Nc. `` Ta►V Supplemental Information Site Plan Approval XOM114 0= i'fuiHN I,IANL 1. Site size In acres or square feet: 85,438 S.F. = 2. Area of impervious surface in square feet: 64,839 S.F. ✓ 3. Area of pervious surface in square feet: 20,599 S.F. 4. Attach the ✓ a. TWELVE complete floor elevations, contours and designated number of dwelling units, and setbacks to scale indicating compliance with regulations. (Two sets must sets of site plan with lot configuration, finished ground be sealed.) b. A scaled drawing of the sides, front and rear of the building or structure, generalized floor plan indicating uses and square footage of each proposed use within each building or structure, building exterior construction material and color, and building ridgeline height. ✓ c. A surface -water drainage facilities plan certified by an engineer or architect registered in the State of Florida (3 SETS) ✓ d. TWELVE copies of land survey with complete legal description prepared and certified by a registered surveyor. N1A e. A traffic impact analysis, if required (3 SETS) ✓f. An erosion/sedimentation control plan (3 SETS). g. A copy of the landscape plan to meet the requirements of Article XIV, Tree Protection and Landscaping, or Article XXI Performance Overlay Districts, as stated in the Land Development Code. _ h. A verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property except publicly held corporations whose stock is traded on a nationally recognized stock exchange, in which case the name and address of the corporation and principal executive officers will be sufficient. F�ennil Application No. -,' 5. The following information is required on all site plans, a. Locate or the site plan and describe the character of all outside facilities for waste disposal, storage areas, or display. b. Locate on the site plan and show the dimensions of all curb cuts and driveways, including the number of spaces with their location and dimension, details of off-street parking and loading areas, all off-street vehicular surfaces available for maneuvering, surface materials, number of employees and number and type of vehicles owned by the establishment. Any combined off-street parking facilities shall be submitted with an agreement specifying the nature of the arrangement, its anticipated duration, and signatures of all concerned property owners. c. Locate on the site plan all pedestrian walks, and height or orientation of all signs. d. Locate on the site plan and describe the character of landscaped areas and/or recreation areas. e, Locate on the site plan and describe the design and character of all public, semi-public, or private utilities such as water and wastewater disposal facilities, underground or overhead electric lines, gas transmission lines, or other similar facilities or services. f, Locate on the site plan and describe the height and general character of perimeter or ornamental walls, fences, landscaping, including berms and other required screening devices, and any other plans for protecting adjacent property owners. /g. Locate on the site plan existing easements and rights-of-way. SEBASTIAN CENTER SEWER & PARKING IMPROVEMENT N SITE LOCATION MAP SCALE: N.T.S It ENGINEER Mills, Short 8 Associates 800 EIGHTH STREET VERO BEACH, FLORIDA 32962 PHONE: 772.226.7282 PROJECT 1627 U.S. HIGHWAY 1 SEBASTIAN, FLORIDA 32958 SHEET INDEX: G-1 TITLE SHEET C-1 EXISTING CONDITIONS/DEMOLITION PLAN C-2 PAVING, GRADING AND SITE PLAN C-3 LANDSCAPE PLAN AND DETAILS C-4 MISCELLANEOUS DETAILS C-5 LIFT STATION DETAILS C-6 STORMWATER POLLUTION PREVENTION DETAILS OWNER/APPLICANT SEBASTIAN CENTER LTD 1627 U.S. HIGHWAY 1 SEBASTIAN, FLORIDA 32958 N VICINITY LOCATION MAP SCALE: N.T.S SURVEYOR WILLIAM B. ZENTZ & ASSOCIATES, INC. 684 OLD DIXIE HIGHWAY VERO BEACH, FLORIDA 32962 PHONE: 772.567.7552 RECEIVED FEB 12 2015 City of Sebastian Community Development Dept. 11— 1�111 G-1 1 SCALE V" 20' A Ir _ z_ _ �1 fNM � ILL \. AS In WE Qo a 3G0.00 U � 49f be1i 0 If gf I \ Site Benchmark 0 IOP OF PK HAIL A DISK ' ELEV-114E'NEVD HE 3 C CNCFE TE Ali j IO FI`N — E C RAILROAD F._ — 77 _- SKY 1. `< .+ ° SJ 'CE„AE T S✓0RM ON 110✓JRI AT COUNT, IT ' ITT SCRIVEL S9FPL/CC - REMOVE E%, CONE. PAVEMENT (SAW CIT FULL DEPTH) PAPKING RfTF IF ITIft �P �C REMOVE E%. TREE C 0 N C AT E i E C R l V E I / (TUFT .) Survey Site 85 .15, 50. FT. 1 5E AC. L TO 'IEEE' LINES P A F✓ I N G If4LE US HIGHWAY No. 1 (S R. No. 5) EXISTING CONDITIONS/DEMOLITION PLAN SCALE'. I' = 20' L �r i X 7 v ' T, - REMOVE E%. DRAMFlELD ' y (SEE NOTES THIS SHEET) TIX X (REMOVE EX. SEWER STRUCTURES. PIPE AND LED STATION Y E I (FILL VOIDS WITH SAND BACKFILL ART COMPACT) yl 1 Site Benchmark � I: CHAD CUT III WORTH BILI 'y ETT, -21. 'D .10 OR ITVT 1LPI w (0).f6' .SL w mSt SYMBOLS: W¢ WOODEN LIGHT POLE -q = WOODEN POWER POLE a^O - EXISTING SANITARY MANHOLE wth EXISTING WATER VALVE VAN - TELEPHONE RISER BOX rvPo EXISTING SEWER VALVE xn PVC PIPE MARKER (SEWER LOCATION) Description of Survey Site PINE TREE e OAK TREE ® MAGNOLIA TREE {. - PALM TREE 0 - MAPLE TREE I DIAMETER FJ5144ED AT BREAST HEIGHT oae`cd"i". ." Coli EOa,XT X SAX RHI lams A 300 IOOI Porce tlez ci betl a p rt 1 own on mo, OI Wauregan I Femwg GPKI RMR. by SB Onde, do.led en l."A nuounheI Bmwrtl Cwunty, Period tl R County FI tl lying W t I N U.S. Hgnway N 1 d South 1 9111 St t 1 F 1 S tnewet oneel 1 gin Stleed ong III US HighKey N. 1 Coldnerly Hung the AdKF q 1 y me At No. US, H 9 n y In I P diet 1 150 1111 1. IF. Point IB9 -g 'PUNT oiledP"I ofB9 g. -ge., N V 5 S 111edw1 y .tell The wt I gnt 1 y 1 _ Ruled, n y N_ t a 11 300 1 r t W t p l 91 St t I. in. been right -of -Ey 1 M1 F E C R d o l 11055 feet,- nno r onq me Enzt ,om .oyu .13:h. F 4o Eosn coo t Ro mod n w Noth" a ly mreellon SMAT 1 os9 feet. me , n Ew9erye v P, mile 10 the South r gnl-of-wu) If of Stn Ath,d o 01 310.55 feet to Ine PART 01 Beglnnm9, Of the above ell Vale �z^o the Full 1 of the NON M1eurt go ort er of 5ecll- 3C 01 the Fleming Front, ntlion River County, Florida. 0 W9Arfil!M* I=R: I. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 2. (ANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF AY OR EASEMENT$ OF RECORD. 3. UNDERGROUND UTILITIES AND IMPROVEMENTS NOT LOCATED, J. SURVEY SITE LIES IN FLOOD ZONE "% PER FLOOD INSURANCE RATE MAP No. 1206100026 L GATED MAY J 1989. 5. ELLNEWHO NS SHOWN HEREON ARE INFED REFERENCED TO NAVO 88. BASED ON UC CAN BM 'Z 00- 0 MAVWG A PUBUSHEO ELEVATION OF 21.85' NAVO '88 AS OBTAINED FROM IABMS, DEMOLITION NOTES: L CONTRACTOR SHALL BE RESPONSIBLE FOR 08TANNG ALL R FOUND) PERMITS INCLUDING DOH ABANDONMENT PERMIT PRIOR TO REMOVAL OF THE EXISTING SEWER SYSTEM, 2. CONTRACTOR SHALL REMOVE ALL SEWER STRUCTURES, PIPES AND LIFT STATIONS AND BACKFLL V0IDS WRH COMPACTED SAND. 3. ALL TRENCHES SHALL BE COMPACTED WITH SAND BACKFILL IN ACCORDANCE WITH IRC STANDARD DETAILS, I, REMOVAL OF THE EXISTING SEWER SYSTEM SHALL BE IN ACCORDANCE WITH DEP STANDARDS AND THE FLORIDA ZjSADMIN STRATNE CODE CHAPTER GJE B. 5. MATERIAL EXCAVATED DURING REMOVAL OF THE EXISTING PLAINFIELD SHALL BE DISPOSED IN ACCORDANCE WITH CHAPTER 6AE-6 FPC IF NUT STOCKPILED AND TIMED AT AN APPROVED SPOILS DISPOSAL SITE, THE MATERIAL MUST BE BROUGHT TO THE LANDFILL. O�m N wWE ansa CE cli N L N gh L v Ef LL n Vi t L Es E D d W m .2 m> i - Lu Lu a w,II r s z ED W s '3 0 0 5- <20 0o w ByZ Z o 3 F 1F S Q < AD AD o a N gogo W W IIeRUI. Rof IJmd II C-1 do \ �\ \ \\\\\ \ REMOVE E%. SEP BEDPANS COI A5 PIT In El Survey Site 85 .15, 50. FT. 1 5E AC. L TO 'IEEE' LINES P A F✓ I N G If4LE US HIGHWAY No. 1 (S R. No. 5) EXISTING CONDITIONS/DEMOLITION PLAN SCALE'. I' = 20' L �r i X 7 v ' T, - REMOVE E%. DRAMFlELD ' y (SEE NOTES THIS SHEET) TIX X (REMOVE EX. SEWER STRUCTURES. PIPE AND LED STATION Y E I (FILL VOIDS WITH SAND BACKFILL ART COMPACT) yl 1 Site Benchmark � I: CHAD CUT III WORTH BILI 'y ETT, -21. 'D .10 OR ITVT 1LPI w (0).f6' .SL w mSt SYMBOLS: W¢ WOODEN LIGHT POLE -q = WOODEN POWER POLE a^O - EXISTING SANITARY MANHOLE wth EXISTING WATER VALVE VAN - TELEPHONE RISER BOX rvPo EXISTING SEWER VALVE xn PVC PIPE MARKER (SEWER LOCATION) Description of Survey Site PINE TREE e OAK TREE ® MAGNOLIA TREE {. - PALM TREE 0 - MAPLE TREE I DIAMETER FJ5144ED AT BREAST HEIGHT oae`cd"i". ." Coli EOa,XT X SAX RHI lams A 300 IOOI Porce tlez ci betl a p rt 1 own on mo, OI Wauregan I Femwg GPKI RMR. by SB Onde, do.led en l."A nuounheI Bmwrtl Cwunty, Period tl R County FI tl lying W t I N U.S. Hgnway N 1 d South 1 9111 St t 1 F 1 S tnewet oneel 1 gin Stleed ong III US HighKey N. 1 Coldnerly Hung the AdKF q 1 y me At No. US, H 9 n y In I P diet 1 150 1111 1. IF. Point IB9 -g 'PUNT oiledP"I ofB9 g. -ge., N V 5 S 111edw1 y .tell The wt I gnt 1 y 1 _ Ruled, n y N_ t a 11 300 1 r t W t p l 91 St t I. in. been right -of -Ey 1 M1 F E C R d o l 11055 feet,- nno r onq me Enzt ,om .oyu .13:h. F 4o Eosn coo t Ro mod n w Noth" a ly mreellon SMAT 1 os9 feet. me , n Ew9erye v P, mile 10 the South r gnl-of-wu) If of Stn Ath,d o 01 310.55 feet to Ine PART 01 Beglnnm9, Of the above ell Vale �z^o the Full 1 of the NON M1eurt go ort er of 5ecll- 3C 01 the Fleming Front, ntlion River County, Florida. 0 W9Arfil!M* I=R: I. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 2. (ANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF AY OR EASEMENT$ OF RECORD. 3. UNDERGROUND UTILITIES AND IMPROVEMENTS NOT LOCATED, J. SURVEY SITE LIES IN FLOOD ZONE "% PER FLOOD INSURANCE RATE MAP No. 1206100026 L GATED MAY J 1989. 5. ELLNEWHO NS SHOWN HEREON ARE INFED REFERENCED TO NAVO 88. BASED ON UC CAN BM 'Z 00- 0 MAVWG A PUBUSHEO ELEVATION OF 21.85' NAVO '88 AS OBTAINED FROM IABMS, DEMOLITION NOTES: L CONTRACTOR SHALL BE RESPONSIBLE FOR 08TANNG ALL R FOUND) PERMITS INCLUDING DOH ABANDONMENT PERMIT PRIOR TO REMOVAL OF THE EXISTING SEWER SYSTEM, 2. CONTRACTOR SHALL REMOVE ALL SEWER STRUCTURES, PIPES AND LIFT STATIONS AND BACKFLL V0IDS WRH COMPACTED SAND. 3. ALL TRENCHES SHALL BE COMPACTED WITH SAND BACKFILL IN ACCORDANCE WITH IRC STANDARD DETAILS, I, REMOVAL OF THE EXISTING SEWER SYSTEM SHALL BE IN ACCORDANCE WITH DEP STANDARDS AND THE FLORIDA ZjSADMIN STRATNE CODE CHAPTER GJE B. 5. MATERIAL EXCAVATED DURING REMOVAL OF THE EXISTING PLAINFIELD SHALL BE DISPOSED IN ACCORDANCE WITH CHAPTER 6AE-6 FPC IF NUT STOCKPILED AND TIMED AT AN APPROVED SPOILS DISPOSAL SITE, THE MATERIAL MUST BE BROUGHT TO THE LANDFILL. O�m N wWE ansa CE cli N L N gh L v Ef LL n Vi t L Es E D d W m .2 m> i - Lu Lu a w,II r s z ED W s '3 0 0 5- <20 0o w ByZ Z o 3 F 1F S Q < AD AD o a N gogo W W IIeRUI. Rof IJmd II C-1 do SCALE 1"=20' a to My 40' RGAp y� D SH'A D4 fl IL N CR RII ER COJII T E. INT lreUiivsuevey LrPu 100 WIN _ IRC 8'0 HDPE xw' WATER-IMIN - T '•T REO p 2'0 HpPE SEWER FORCE 1 I Jlt I 1 I MAIN (PR VATE) LIBD' JI✓ I rT � � I (DIRECTIONAL DRIu LY -UST) _ I61•T� 'ctP ES 14I I = i IC%!S TINY f. V F PAMENT. EA F E i ' MARKING (TYP.) E%ISI'4 PS L b h. r EDGE OF cprvcREIE r•V PAVEMENT AGAIN SPPALES-Eu�.t q o o O I VC%1Gi ild= - _I o I` fi K CONT SIDEWALK _• © N 1 \lII1I/1 Rf0'D CROSSWALK 1 (13 PAVEMENT MARK NG WIDTH) _ ' TaP...: J :i -ice \� I c I yr \ \ •x \ ©RECENTLY PERMITTEDIMPRONSEMENTS \ � (BY OTHERS) o \ m? 2 STORv W000 FRA �\ �.qAn m�PAAAA AA a m \ �F Survey Site '��` �� es i57D DEED LNcs<c Jso, a _ esn E__4 d --- T ecT EXISTING PARKI WG EXISTING MCI DRIVE CONCRETE PFRbNG 1- 1 J RE �I o - 1 7 RFO'0 CONCRETE BUMPER (TYP)— 1 IF PAVEMENT MARK NG (STRIPED OR GON LLY) R 15 n elvE � C { 1 L REO D A \ JOA \ RAMP ( RED 5 CONE. \ Yo Dfw ` RIS CURB (TMP.) TY ho \ T �\ \ REpD LMH. —& 777F 1 ! a� IJI- ro L--LLLLL 1JJJJJJJJJ---- 30000 _ _ _ _ S3740'06 E_ Site Benchmark -- - ` W"`" TOP OF rI Nxrye,, DISK IF IE vC '¢8SOUFHP -[ -_ ASF.. IIT cP.+c .Ii. US HIGHWAY No. 1 (S R, No. 5) PAVING, DRAINAGE AND SITE PLAN 6 SCALE I = 20' 6 1 2 1' RELY 12-14' STAINLESSIS' TAPPING SLEEVE AND GATE VALVE Wry 2- REDUCER d �I c EDGE OF EXISTING CONCRETE PAVEMENT 60 PARKING SPACES (9 EA.) EDT 11 REMOVE AND DISPOSE CF .x ORAINF ELD PER DOH SAN0. RDS (SEE SHEET C-1 FOR D I S) P 1 T 1 REO O DRAINAGE SWALE (VOL Vg tF) P 0 D45' PARKING SPACES 1 U U) /REO'D LIFT STATION R AND VALVE BOX t / (PRIVATE) REDD 6'. PVC / A. SE WEN, A III OYc ti;. REMOVE ti;. TANK, SEWER MANHOLE AND SEWER PIPING (REPAIR CONE. PAVEMENT AS REQ'D) RED'D DIRECTIONAL ARROW (IMP,) Q 4 CC 4 C 1 OSA II e / fo) B)A. A TV os PROJECT DATA: EXISTING SITE DATA (1984?; PREPARED BY SIPPEL, MASTER ER LORENZ k HOOVER. INC DEVELOPMENT ARMI ADDRESS. SEBASTIAN CENTER AREA'. 85.438 S.F. 1627 US HIGHWAY I ZONING DISTRICT: C-2 SEBASTIAN, FLORIDA 32958 PROPOSED USE: OFFICES/RETAIL NO OF UNITS: 12 EA. .AGE, IADo USE: CL SEBASTIAN CENTER, LTD. FRONT YANG .3 1627 U.S, HIGHWAY I REAR YANG: 95i SEBASTIAN FLORIDA 32958 SIDE YARID 43F' OWNF�ENT- PARK NG SPACES: 94 EA. _ EUGENE G. COLOR PRESIDENT Sn ANS' BLUER TER CO MERCAL REALTY, INC. AREA OF PROJECT EI SE, 1627 US. 6 WAY 1, SUITE 105 AREA Or IMPLANOUS SURFACE: 63,187 SE (74%) SEBASTIAN FLORIDA 32958 AREA OF OPEN SPACES: 22,251 SF- (267) RUNOFF 'c FACTOR c=072 N IES�NEER<' REQUIRED DETENTION VOLUME: MILLS. SHORT & ASSOCIATES, LLC. (85.4}g ""' 50](1l2" J.559 OF 800 EIGHTH STREET DETENTION VOLUME PROVIDED 3,620 IF VERO BEACH FLORIDA 32952 PARCEL D: PROPOSED STORM DRAINAGE ULCUTATDNS (ADOT ONAL PARKINGAREA) - W-36-21-00001-9999-00033,1 AREA OF PROJECT, 85.430 S PROPOSED ADDITIONAL IMPERVIOUS SURFACE: 1,652 SE (I 99.) ZONING: TOTAL MP ERVOUS SURFACE. 64.639 On (76.01..) CR -COMMERICAL RIVERFRONT AREA OF OPEN SPACES'. 20,599 S.. (24.BG) (INCLUDING ADDITIONAL IMPERVIOUS SURFACE) NALD�I $L REQUIRED ADDITIONAL DETENTION VOLUME RIVERFRONT MIXED USE (GF)(O.OI 13e OF EXISTING BUILDING u5F ADDITIONAL DRAINAGEVOLUME PROVIDED 178 OF OFFICE/MECCAL SAN7ARY SEWER DFSON DATA - DESIGN FLOW (OFFICE BUILDING 015 GPD/SF) 23.274 SF = 3.491 GPD JURISDICTIONAL PERMITS Ott OF SEBASTIAN PIAN DEVELOPMENT PERMIT �STE NOTES'. INDIANY F RIVE COUNTY FULIS" PEROMP 5 NO*0: SOV P -- AUJACt 11G L SI G BUILDING EMELT FO EP NOTE UTION/EATER TON FOR CONSTRUCTING ABE INDICATED N THE ?1/,.1' WITH k0 CORNER HAND A DOMESTIC NaiEN'ATER CCLLECTIO.0 /TRRNSMIS SIGN SIDERAL 2. CAN TR VC ION AND N5 LIMN OF DE FOO B'f WARNINGS AND SIDEWALK CURB CONRECTRUPED IO "ETLN FOOT -'OT N0. 304 RAMPS I.l BEACCORDANCENC 3. ALL NEW PAVEMENT MARK NCS SHAtI 0' IN ACC OZ DANCE WITH FODi INDEX NO. IL PgRKINC DATA 11346. d, ALL COMPACT EARRING SPACES SHA. BE IDENTIFIED OR DESIGNATED AS SUCH iHa DVGH THE USE OF PAVEMENT MARRIsKS. I� 1 Description of Survey Site C A IN mol EDA -1 off-rea as Part of lane snav AT map al wa...41" of Famong Gant mane IN, OR Gorier no filed A Iamn, :<...e al B.e.o.a C-11EmmW a. n melon Rlrer Nees. Bache. lying x<st .1 -a- ITS Halmhey No. 1 on aDeath of 911 STNV as UsL..s: From the SOUINS.1 eo r al an Street and New U.S. Ni,res, Be. 1, on, Saalner, ung me West ngnt-ol-way of of New U S. Hlgh,,y Not e:amnce of 750 feet to the Post of Beginning From sold Point of Begierrog, e Somnerly along Ine West Mght-ol-woy Dne o e. U.S. 1lle, NoH11 V a1chane of 300 feet, thence ,on Westerly onfa en Pa.S o; ritn 911 SI 1 t 11 E t 'fit f f n F t C R 1 a n9 - -w my a lATs Eas AN A dlslon ce oof D055 leaf In enc. r 11,19 the East right -o is woy of the Boaoo E1 AI Coast Gal-cl In ,a Nalnwest..ly mm.0I. o Nsbne. ,1 310sg feet, thence e„ Easterly on o nn Poemm to the South ,1, -al-way line ,1 Stn Street a distance DI 310.55 feet to the Point of .I, rmng AB Df the ChoVe slwate In me North Let of the N,ru.asf ,.,,far of Serf- 30, of the Fleming Grant. Indio, River Coanly, Florid,. LEGEND: y1F` I.ISTWG GRACE DEMOLISH Ex. CONCRETE J1- 11.6 PROPOSED GRADE PAVEMENT Cf5 A —>_.— C%IS11NG SEWER S, -O, RED 0 CONCRETE PAVEMENT $tO OR TY5 i0 9 DATUM) e EXISTING WATER SERVICE REO'D SEWER MANHOLE —>>— PROPOSED SEWER SERVICE ND RIGHT OUR SIGN Q A (R3-1) NO COMMERCIAL VEHICLES ® A (Rr4) Q MEN, NDrrs I. OUTDOOR FLOOR DRAINS AND STORM DRAWL, THAT COLLECT WASTE THAI Is NOT GENERATED FROM POTABLE WATER. ARE NOT ALLOWED TO BE CONNECTED TO THE COUNTY SEWER SYSTEM. CONTRACTOR SHALL VERIFY THROUGH ON-SITE INSPECTION. 2. ANY CONTRACTOR CONSTRUCTING PUBLIC UNDERGROUND WATER AND SEWER UTILITIES MUST BE A LICENSED UNDERGROUND U71LItt CONTRACTOR OR LICENSED GENERAL CONTRACTOR IN THE STATE OF FLORIDA AND HELPS RIVER COUNTY. y¢- WOODEN LIGHT POLE WI - WOODEN POWER POLE AWN0- EXISTING SANITARY MANHOLE n - EXISTING WATER VALVE al TELEPHONE RISER BOX WN = EXISTING SEWER VALVE rro• = PVL PIPE MARKER (SEWER LOCATION) W O To^ Q 3 L� n �•L ` w CS rO ANNM —C otot d LL t l/1 eBy r N ON G om` wi C-2 3 Is (Ryr T A P I( TJ G cF I �XIci11J= SPoES 7 {�I CD C0 ACAETF O F. IV£ o> _, A I AT \1 `.TCTXY 1N000 FFAIIDE - J'IE2] \ \Survey Site F�\ �• v �''� - t TD DEes uus I I If \ \ Eas\\ I i EXISTING PARKING SPACES IS EI_ EXISTING TIl'O-WRY ERASE CONCF'ET£ PARKINS 1 s� S N' a L E �� o 1 _ 30000 _ - 537'4006 E z� NC AGN_ Site Benchmark TOP OF PK NFL S DSK ELEV=1646NAVO 6B SOUIH 6011D VAfS ASFFACT F$GXALT RCAINAl US HIGHWAY No. 1 (S. R. No. 5) LANDSCAPE PLAN SCALE 1" = 20' slate saac llq OeeCalle eClgil� V III.[HA�I EiVA:iI.RI ]iZ111 © LIVE 04K m -L EXISTING PERIMETER HEDGE 0 (GREATER THAN 36 HEIGHT) 0' CRAPE MYRTLE (2)2� LANDSCAPE NOTES: I. PUNT CONTAINERS SHALL BE REMOVED PRIOR 10 PWRING. IF PLANTS ME NOT CONTAINER GROWN. REMOVE A MINIMUM OF THE TOP 1/3 OF BURLAP, FABRIC, OR WIRE MESH. NEVER LIR OR HANDLE THE TREE BY THE TRUNK. 2- ME UPPERMOST ROOT ON ALL TREES SHALL Of COVERED BY LESS THAN 1" OF SOIL. USE HAND TOOLS 10 CABENLLY REMOVE ALL EXCESS SOIL. THE TOP OF ROOT BALL SHALL BE SET I'-3' ABOVE FINISH GRADE AND SET PLUMB i0 THE HORIZON, IF PIANSING PR IS TOO DEEP, REMOVE THE TREE AND FIRMLY PACK ADDITIONAL SOIL IN THE NOTION OF THE PLANTING PIT TO RAISE THE R001BALL AFTER POSITIONING THE TREE IN THE PLANTING PR, SLICE THROUGH FOOTBALLS WITH 3 OR 4 VERTICAL SLICES (TOP i0 BOTTOM) EQUALLY DISTRIBUTED AROUND THE TREE. 3, BACKIILL SHALL BE LOOSENED EXISTING SOIL. REMOVE ROCKS, STICKS, OR OTHER DELETERIOUS MATERIAL GREATER THAN 1' IN ANY DIRECTION PRIOR i0 BACKFILLING. WATER AND TAMP i0 REMOVE AIR POCKETS, IF EXISTING SOILS CONTAIN EXCESSIVE SAND, CLAY, OR OTHER MATERIAL NOT CONDUCIVE TO PROPER. PLANT GROWTH, CONTACT ENGINEER PRIOR TO PIANTING. C SOIL RINGS SHALL BE CONSTRUCTED 01 EXISTING SOIL AT THE OUTER EDGE OF THE PLANTING PR. WITH A HEIGHT OF 3- AND GENTLY SLOPING SIDES, VON NOT PILE SOIL ON TOP OF FOOTBALL. 5. MULCH SHALL BE A 3- DEEP LAYER PLACED TO THE EDGE OF THE TRUNK FLARE. AROUND THE BASE OF SHRUB. OR SOLIDLY MOUND GROUNOCOVER. NEVER PILE MULCH AGAINST THE TREE TRUNK_ 6, STRAPS SHALL BE MINIMUM 1' WIDE NYLON OR POLYPROPYLENE. ALL WOOD STAKES OR ANCHORS SHALL BE LOCATED BEYOND THE EDGE OF SOIL RING AND LOCATED BELOW FINISHED GRADE, UNLESS OTHERWISE SPECIFIED. Z. SABAL PALMS MAY BE HURRICANE CUT. ALL OTHER PALMS MUST HAVE FRONDS TIED WITH BIODEGRADABLE TWINE. PALM TRUNKS SHALL HAVE NO BURN MARKS. STARS, OR SANDING B. ALL DIMENSIONS PROVIDED FOR WOOD MATERIALS ARE NOMINAL. 9. WHEN A PERMANENT, SUBSURFACE. OR DRIP IRRIGATION SYSTEM IS PROVIDED, A SOIL RING IS NOT REQUIRED. MULCH TO EDGE OF PLANTING PR. 10. ALTERNATE TREE BRACING AND GUYING SYSTEMS APPROVED BY THE ENGINEER MAY BE USED IN LIEU OF THE TREE BRACING AND GUYING METHODS DETAILED, ALTERNATE TREE PROTECTION SYSTEMS APPROVED BY THE ENGINEER MAY BE USED IN LIEU OF THE TREE PROTECTION BARRICADE DETAILED. 11. REMOVE ABOVE GROUND GUYING SYSTEM AT THE END 01 THE ESTABLISHMENT PERIOD. 12. ALL SHRUBS USED TO FORM AN OPAQUE FEATURE MUST BE PUNTED IN AN DEESET DOUBLE ROW. 13. ALL PUNT MATERIALS SHALL, CONFORM TO THE STANDARDS FOR FLORIDA N0, 1 OR BETTER. 14. ALL PUNT MATERIALS IN SHOCK MUST BE REPLACED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY (L.O.). 15. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO CONFORM TO THE REQUIREMENTS OF IRC ORDINANCE SECTION 92611 AND THE RESTRICTIONS ON IRRIGATION USE AS SPECIFIED BY THE 5T. JOHNS RIVER WATER MANAGEMENT DISTRICT. 16. ALL LANDSCAPED MEAS SHALL BE 100% IRRIGATES WITH AN AUTOMATIC SPRINKLER SYSTEM. WALTER WILL BE SUPPLIED TO THE PROPOSED IRRIGATION SYSTEM THROUGH AN IRRIGATION WELL - LANDSCAPE DATA: 1. INTERIOR PARKING REQUIREMENTS: 6 U. ADDITIONAL SPACES (1 TREE PER 5 PARKING SPACES) = 2 FA, © 2, MEE MITIGATION REOVIREMEMS: EXISTING TREE5 REMOVED: Z EA. REQUIRED TREES TO BE INSTALLED: Z EA ® 3. PERIMETER LANDSCAPE REOVIREMENTS EXISTING PERIMETER LANDSCAPING WAS PREVIOUS APPROVED BY THE CITY OF SEBASTIAN. ALL PERIMETER LANDSCAPING IMPACTED DURING CONSTRUCTION SHAT L BE REPLACED PER III[ COS LANDSCAPING O401NMCE. IREE SYMBOLS: ANTI �, Wc.1(A) ^P" ^'V� wr A EASING PP "IQ DT.0{5 i PINE TREE ® CRAPE MYRTLE (6 EA.1 I� t auclOAK MCI® — ULE OAK (A EA.,) Q AGNOLIA TREE OA: 3E2RINL FASUTATS FD FOF 1 �: _ PALM TREE SURVEY (455 MILE TREE i, DIAMETER MEASURED AT BREAST HEIGHT X = REMOVE EXISTING TREE SHRUB PV TING s A q ull �O V) JIB2 < (]u3U _V` N N OON L C D LL ED, Vi L U L O_ m C DO O O G m> C-3 4 AT F ED AIgoo 6 i I�fA A _ — A _ a'A A f ON I °"'""'^' VAI N YGiMLwA PLANIFLY� To BE UYU ALEN CUT CLASSIFILANM' IS OWN 6'-C NOTES MANHOLE STANDARD DEEP She < (JIT, F"^1 I n SeA NOTE: EN US OF CVRBS SHALL 1RAa SI110N '( FROM FULL TO ZERO HEIGHTS IN 3'. N� NOTE USE OF PAVEMENT SYMBOL IN HANDICAPPED PARKING SPACES IS REQUIRED WHEN USED THE SYMBOL SHALL BE 5 Fl. HIGH AND WHITE IN COLOR. TO BE MSTALLED IN ACCORDANCE WITH ar 0.-1 rwry r�xw FOOT STANDARD IN OE% No. 17346 TYPE HANDICAPPED PAVEMENT SYMBOL DETAIL xr 1-1.nun. P'N'w.e.rwe w+e..m omr. rn mrw : SCALE NT.S. CONCRETE CURB TI A-0. 1, 11 _--' rn.r _ e.0 Y A,. &I, LYI PARKING BUMPER DETAIL 5" UNREINFORCED CONCRETE (3.000 P.5:1.) SCALE. N.i.S. " e fi STABIL LED SUB -GRADE COMPACTED TO 95% MATIOROM DRY DENSITY PER AASHTO T-180 MEIeOD. MIN PBV 50 P.S.I. CONCRETE PAVEMENT SECTION PLASTIC SLEEVE I EXISTING PAEMEm NEW STAB 3/4' Ex1ANs1oN BOARD SCALE: N.T.S. EXISTING TRANSVERSE JOINT WIDTH VARIES (SEE PTAH FOR DETAILS) \\ le - 04 BAN .12 oC (TYR) / P. TIP[ 1 nss GREASE WJD OINEVERBA T STALL LAPS J 19• EPDXY GROUT - N R s" s DOWEL BAR DETAIL NEW CONE. PAVEMENT (5' MIN. THICKNESS) SCALE: N T.S. EXISTING CONE. PAVEMENT CONCRETE SIDEWALK (4" MIN. THICKNESS) 6%6 W2xW2 WELDED WIRE EADRIC EINISHCD GRADE SLOPE Y.OF HE +D CURB _ CONTRASTING JOINT 5 JOINT SEALER CONFORMING TO ASTM 0 j' M" IB50 OR FED. SPEC, SS -5-1401 SIDEWALK DETAIL .-E NT.S. PREMOULOED EXPANSION JOINT FILLER CONFORMING 10 ASTM / D1751 OR D1752 ( EXPANSION JOINT m I:REI FTP -25 OR FTP -26 SIGN IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD INDEX No. 15355. 1/2.R PARKING BY C m PARKING BY DISABLED _ gSABLED PERMS PERMS ONLT ONLY 12" ELP-25 SUPPLEMENTAL PLATE MUST BE 12' WIDE _IV 6" MGH WTH 1-1/2- CORNER RADII. I PROVIDE A " SERIES C BLUE LEGEND AND A )- BLUE BORDER ON A WHITE BACKGROUND - STEEL FLANGED CHANNEL POST PER EW INDE% No. 118,. 1.) TOP PORTION OF SIGN TO HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2.) BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BOROER. 3.) SIGN MAY BE FABRICATED ON ONE PANEL OR TWO. 4.) SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT, (7' FROM TT PAVEMENT TO BOOM OF SIGN.) HANDICAP PARKING SIGN DETAIL SCALE: WES. ,1. VALVE BOX PAD` M-6 0 5 ET WIDE ACCESS ASLES ARE DIAGONALLY STRIPED AT 45 DEGREES WIT" 4' WIDE SOLID WHITE STRIPING P 4 IT. ON CENTERS ANO OUTLINED ON THREE SIDES WITH 4' WIDE SOLD wUITE STRIPING, HANDICAP PARKING DETAIL SCALE NTS. FOEP UTILITY NOTES; I, VERTICAL CROSSINGS SANITARY SEWER SYSTEMS AND/OR RECLAIMED WATER MAINS SHALL CROSS UNDER POTABLE WATER MAINS WHENEVER PHYSICALLY POSSIBLE. SMEARY SEWER SYSTEMS ANO/OR RECLAIMED WATER MAINS CROSSING BELOW POTABLE WATER MAINS SHALL BE LAIR TO PROVIDE A PREFERRED VERTICAL SEPARATION DISTANCE OF 12 INCHES (MINIMUM 6- FOR GRAVITY DECLARED MAIN) BETWEEN THE INVERT OF THE POTABLE WATER MAIN AND THE CROWN OF THE LOWER PIPE. 2. HOR 20NTAL SE PARAi ONS WHEREVER RIS PHYSICALLY POSSIBLE: SANITARY SEWER SYSTEMS REQUIRE A PREFERRED 10 -FOOT HORIZONTAL SEPARATION DISTANCE MINIMUM 6 -FOOT) OUTSIDE TO OUTSIDE OF PIPE BETWEEN ANY POTABLE WATER MAIN PARALLEL INSTALLATIONS. RECWMED WATER MAINS REQUIRE A MINIMUM OF A 3 FOOT OUTSIDE TB OUT51DE OF PIPE HORIZONTAL SEPARATION DISTANCE BETWEEN ANY POTABLE WATER MAIN AND/OR A SANITARY SEWER SYSTEM PARALLEL INSTALLATN)N5. WHEREVER ENTER ARE NBT PHYSICALLY POSSIBLE. THEN THE POTABLE WATER MNNSHALLBE PAID AT THE MAXIMUM PHYSICAL HORIZONTAL SEPARATION DISTANCE POSSIBLE. PND EITHER END'. A.) IN A SEPARATE TRENCH; B,) ON AN UNDISTURBED EARTH SHELF; AND CONFORMING TO THE MINIMUM VERTICAL CROSSINGS IN PARAGRAPH I), 3.Ns-D_UKJT WHEREVER IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM STANDARDS IN 1.) AND 2.). THEN ALL PIPING MATERIAL SHALL BE DUCTILE IRON PIPE (DIP). ALL DIP SHALL BE CLASS 50 OR HIGHER, ADEQUATE PROTECTIVE MEASURES AGNNST CORROSION SHALL BE USED AS DETERMINED BY THE DESIGN AND SITE CONDNIONS. ADDITIONALLY. THE POTABLE WATER Mora SHALL HAVE A FULL JOINT CENTERED ON THE CONFLICT AND MECHANICALLY BERTRAND) AN ABSOLUTE MINIMUM VERTICAL SEPARATION DISTANCE OF 6 INCHES SHALL BE PROVIDED BETWEEN THE INVERT OE THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. PLAN MEW 1 NOTES ,Pr.... A�.N��•TRACE WIRE Lt -1 Lmt DETAILS Al 3' C18ER6CAP - -I F VMl lII NTA W OX q i l rSCFV I[E 1—DEPT. CC COVER FINISNEe GRARC "yj V PLACE fIV EF PIPE IH VALVE LOCATION EVOLYHOM I— vll C To BC xR PLAY mPRBVC6 wur.CHATIA n AD m. AT L 'Nf4 NPI 101 zrurw Iwe� M-9 �+ \vrNILARB Laon gs�xwrx-�' XMI ELE VAI NN _ NOTES W TRENCH DETAIL x„ AVER AREAS 6 MOULRERDI M-2 AIgoo 6 i I�fA A _ — A _ a'A A f ON I °"'""'^' VAI N YGiMLwA PLANIFLY� To BE UYU ALEN CUT CLASSIFILANM' IS OWN 6'-C NOTES MANHOLE STANDARD DEEP She < (JIT, F"^1 I n SeA NOTE: EN US OF CVRBS SHALL 1RAa SI110N '( FROM FULL TO ZERO HEIGHTS IN 3'. N� NOTE USE OF PAVEMENT SYMBOL IN HANDICAPPED PARKING SPACES IS REQUIRED WHEN USED THE SYMBOL SHALL BE 5 Fl. HIGH AND WHITE IN COLOR. TO BE MSTALLED IN ACCORDANCE WITH ar 0.-1 rwry r�xw FOOT STANDARD IN OE% No. 17346 TYPE HANDICAPPED PAVEMENT SYMBOL DETAIL xr 1-1.nun. P'N'w.e.rwe w+e..m omr. rn mrw : SCALE NT.S. CONCRETE CURB TI A-0. 1, 11 _--' rn.r _ e.0 Y A,. &I, LYI PARKING BUMPER DETAIL 5" UNREINFORCED CONCRETE (3.000 P.5:1.) SCALE. N.i.S. " e fi STABIL LED SUB -GRADE COMPACTED TO 95% MATIOROM DRY DENSITY PER AASHTO T-180 MEIeOD. MIN PBV 50 P.S.I. CONCRETE PAVEMENT SECTION PLASTIC SLEEVE I EXISTING PAEMEm NEW STAB 3/4' Ex1ANs1oN BOARD SCALE: N.T.S. EXISTING TRANSVERSE JOINT WIDTH VARIES (SEE PTAH FOR DETAILS) \\ le - 04 BAN .12 oC (TYR) / P. TIP[ 1 nss GREASE WJD OINEVERBA T STALL LAPS J 19• EPDXY GROUT - N R s" s DOWEL BAR DETAIL NEW CONE. PAVEMENT (5' MIN. THICKNESS) SCALE: N T.S. EXISTING CONE. PAVEMENT CONCRETE SIDEWALK (4" MIN. THICKNESS) 6%6 W2xW2 WELDED WIRE EADRIC EINISHCD GRADE SLOPE Y.OF HE +D CURB _ CONTRASTING JOINT 5 JOINT SEALER CONFORMING TO ASTM 0 j' M" IB50 OR FED. SPEC, SS -5-1401 SIDEWALK DETAIL .-E NT.S. PREMOULOED EXPANSION JOINT FILLER CONFORMING 10 ASTM / D1751 OR D1752 ( EXPANSION JOINT m I:REI FTP -25 OR FTP -26 SIGN IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD INDEX No. 15355. 1/2.R PARKING BY C m PARKING BY DISABLED _ gSABLED PERMS PERMS ONLT ONLY 12" ELP-25 SUPPLEMENTAL PLATE MUST BE 12' WIDE _IV 6" MGH WTH 1-1/2- CORNER RADII. I PROVIDE A " SERIES C BLUE LEGEND AND A )- BLUE BORDER ON A WHITE BACKGROUND - STEEL FLANGED CHANNEL POST PER EW INDE% No. 118,. 1.) TOP PORTION OF SIGN TO HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2.) BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BOROER. 3.) SIGN MAY BE FABRICATED ON ONE PANEL OR TWO. 4.) SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT, (7' FROM TT PAVEMENT TO BOOM OF SIGN.) HANDICAP PARKING SIGN DETAIL SCALE: WES. ,1. VALVE BOX PAD` M-6 0 5 ET WIDE ACCESS ASLES ARE DIAGONALLY STRIPED AT 45 DEGREES WIT" 4' WIDE SOLID WHITE STRIPING P 4 IT. ON CENTERS ANO OUTLINED ON THREE SIDES WITH 4' WIDE SOLD wUITE STRIPING, HANDICAP PARKING DETAIL SCALE NTS. FOEP UTILITY NOTES; I, VERTICAL CROSSINGS SANITARY SEWER SYSTEMS AND/OR RECLAIMED WATER MAINS SHALL CROSS UNDER POTABLE WATER MAINS WHENEVER PHYSICALLY POSSIBLE. SMEARY SEWER SYSTEMS ANO/OR RECLAIMED WATER MAINS CROSSING BELOW POTABLE WATER MAINS SHALL BE LAIR TO PROVIDE A PREFERRED VERTICAL SEPARATION DISTANCE OF 12 INCHES (MINIMUM 6- FOR GRAVITY DECLARED MAIN) BETWEEN THE INVERT OF THE POTABLE WATER MAIN AND THE CROWN OF THE LOWER PIPE. 2. HOR 20NTAL SE PARAi ONS WHEREVER RIS PHYSICALLY POSSIBLE: SANITARY SEWER SYSTEMS REQUIRE A PREFERRED 10 -FOOT HORIZONTAL SEPARATION DISTANCE MINIMUM 6 -FOOT) OUTSIDE TO OUTSIDE OF PIPE BETWEEN ANY POTABLE WATER MAIN PARALLEL INSTALLATIONS. RECWMED WATER MAINS REQUIRE A MINIMUM OF A 3 FOOT OUTSIDE TB OUT51DE OF PIPE HORIZONTAL SEPARATION DISTANCE BETWEEN ANY POTABLE WATER MAIN AND/OR A SANITARY SEWER SYSTEM PARALLEL INSTALLATN)N5. WHEREVER ENTER ARE NBT PHYSICALLY POSSIBLE. THEN THE POTABLE WATER MNNSHALLBE PAID AT THE MAXIMUM PHYSICAL HORIZONTAL SEPARATION DISTANCE POSSIBLE. PND EITHER END'. A.) IN A SEPARATE TRENCH; B,) ON AN UNDISTURBED EARTH SHELF; AND CONFORMING TO THE MINIMUM VERTICAL CROSSINGS IN PARAGRAPH I), 3.Ns-D_UKJT WHEREVER IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM STANDARDS IN 1.) AND 2.). THEN ALL PIPING MATERIAL SHALL BE DUCTILE IRON PIPE (DIP). ALL DIP SHALL BE CLASS 50 OR HIGHER, ADEQUATE PROTECTIVE MEASURES AGNNST CORROSION SHALL BE USED AS DETERMINED BY THE DESIGN AND SITE CONDNIONS. ADDITIONALLY. THE POTABLE WATER Mora SHALL HAVE A FULL JOINT CENTERED ON THE CONFLICT AND MECHANICALLY BERTRAND) AN ABSOLUTE MINIMUM VERTICAL SEPARATION DISTANCE OF 6 INCHES SHALL BE PROVIDED BETWEEN THE INVERT OE THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. PLAN MEW 1 NOTES ,Pr.... A�.N��•TRACE WIRE Lt -1 Lmt DETAILS Al 3' C18ER6CAP POST c — SRC OT MAIN i l rSCFV I[E 1—DEPT. CC COVER FINISNEe GRARC "yj V PLACE fIV EF PIPE IH VALVE LOCATION NOTES C To BC xR PLAY mPRBVC6 wur.CHATIA PERMANENT[a 'Nf4 NPI 101 LAND MARKER M-9 RI "" niv mn A nw7 YO.— FEEIT ELEVATION NOTES A, PVPAP NA At I— AOI PTC, x,tr VALVE AND BOX Mw5 a WTO 8H O Z a Z & uj W W O IL Q -0F � ZZ WO Ya y Qo ED W aNED W i 11LE. _No. 14510 II C-4 RC A f W WET WELL — PLAN SCALE: N ?.S. ALUMINUM ACCESS OPENING WITH HOLD OPEN ARM 3" VENT O HATCH 21.5 Au�elu INLET INV sW-@ ta EL. 19.203 CONTROL BACKPLATE 2" NI 2ND IW LEVEL8 m °.I 8 I FLANGE O Hw<L _mm 55 LIPTNG W=._H —RAN. Y NIFL CABLE HIGH LEVEL EL - 19.0' uo-maL.I" o iw:xu ALARM T 0 LAG ON EL - 185' T LEAD ON EL - 180' PUMPS OFF E' 14.0"3 a G ANT-FLOTAT PLATE SBnsfale MENUMI' State$11 one CBll�� ALUMINUM ACCESS OPENING WITH HOLD OPEN ARM VALVE VAULT NET 36"X44V C 2" PVC BALL VALVE 18" MIN- (3 EA.) r Pvc slue EA.) 3" EMER81:6 PUMP OU- LIFT STATION SPECIFICATIONS Furnish two ABS heavy duty submersible grinder pumps. Pumps shall be connected to the dischargepiping when lowered onto the discharge connection by one 2" dia. Sch40 304SS roil. Pump shall be centrifugal type With rotating Cutter mounted on the pump r t 'I's S z c t n e Fall be T a ditabic bol r plat ,,,ding Chat LOCO, ,tn,d, OfABI, e IT cl jIT a T,a c,'tcr snalto SHE, of v 111 v F p.I ,p Choi l- cT [ e i Is It Il a b:de E,S Thr, a Tac lel al 'tt< - dra POLL L b ,,ft1 CI TIC LHO:,Fr Irtc L, .,I all „e C" hued mLF "cued o t e'.' clot .e the rat .0 el teem Uedded rte aa& E a f.- hUg, tB,,YH.JUr,_ Float id c _ .. rFr nTkets Shall be made m -71C 316� only L c libergbs= tTs- ra GNalart,e,J TIGHT commercial ,I p -IV -ter r,FL, the cB�nplele at CII wall P, a dylm.-T, lenaing or '60001; -lbs Intl sFG] = n0: cetl,e, ,P101.11y de,,,Ord ruLre than : the COIN_ e' ICad applicaGen Per loodcd 1, +.9COiCc ITO Ceolal a C C,It Stall be 2• T(1 de B u,d meet the eq,[ererts CRT rcrcental :GfYY II -10 Ratlao Is e b9 CTed by 11-C,1 ..o. Pression strength shoIT be O; :c^st 11,000p Ei. " et swfl he had be H tec type S e ET Ica! ,Br,uflctu ,d 5, A c,TUr SuDrhfTc, I D 30 feel at STO FVC Cat e_ Ptinip IAYdel PIR .'0/, ... LGIle f a.14 N1. P,Imp _N0 15) Jct Tr H 2 HP. Discharge- 1 I/4" 4FN.: 3450 D=sign TOY, 31_GPId_- Voltage. 230 Pecan TDH:79 FEET. ?hese: 3 ',ASE �]`=LSI r-ANTI-FLOiATON PLAT: `1 1/4" DRAIN PIPE k CONNEC-IONS - 1 1/4" CHECK VALVE -2"B SCH 40 GUIDE PIPE. SS 2" SCH 80 DISCHARGE PIPE PVC 6' WET WELL — ELEVATION SCALENTS. CONCRETE BALLAST 1.65 CUBIC YARDS A PUMP CURVE DATA SCALE: N S. ,.. 5C T.IJN E -E . I .I M P.�,.„r,1\tri 3TANN4R9=INFS- P� an . "I.o_o A”' .F' AL'TR DPENT, \\ n¢e ' L111 ^. N. am SECLCA 4--1 • IL [u Rn+oul[_ ACCESS COVER DETAILS SCALE'. N T.S. mµ.-1 I -N° -1 ©LL n leu a is is Au�elu 1y We sW-@ ta SIDE NEW CONTROL BACKPLATE z ©LL CONTROL PANEL ENCLOSURE SCALE' NTS. I� -0 TI l ~��o R Ilj PP xo.UM1 F 'X� n a I--rX,--O n �M 12 PUMP No. z 73 TB � x B e s B x a n leu a is is Au�elu FRONT NEW SIDE NEW CONTROL BACKPLATE 2ND IW LEVEL8 m °.I 8 I II I. CA'Xt 'I �RX M IN./ ww mn IF T1ppe Sala Hw<L _mm = W=._H —RAN. Y NIFL e Lerzres .. Bra. Loa.er[ WI uo-maL.I" o iw:xu AAI wAHATNWaoa CONTROL PANEL ENCLOSURE SCALE' NTS. I� -0 TI l ~��o R Ilj PP xo.UM1 F 'X� n a I--rX,--O n �M 12 PUMP No. z 73 TB � x B e s B x a n leu a is is HIM 2ND IW LEVEL8 m °.I 8 I Hw<L P1 P tlN NIFL CONTROL PANEL WIRING DIAGRAM SCALE: N.T.S. 0 LIFT STATION NOTES: 1. A MNMENANCE AGREEMENT WITH A LICENSED UTILITY CONTRACTOR MUST BE EXECUTED TO ALLOW EMERGENCY REPAIRS DURING A 7 -DAY A WEEK. 24-HOUR PERIOD. CONTRACTORS CALL -OUT NUMBER MUST BE POSTED ON THE ELECTRICAL PANEL OF THE LIFT STATION WITH INSTRUCTIONS TO CALL IN CASE OF EMERGENCY A COPY OF THE MAINTENANCE AGREEMENT MUST BE SUBM 7ED TO THE UTILITIES DEPARTMENT PRIOR TO COMPLETION OF THE UNTITIES CONSTRUCTION PERMIT. 2. THE MAINTENANCE AGREEMENT SHALL INCLUDE ACCOMMODATIONS FOR ANNUAL INSPECTIONS AND NECESSARY PREVENTATIVE MAINTENANCE. ANNUAL INSPECTIONS FORMS MUST BE SUBMITTED TO THE DEPARTMENT OF UTILITY SERVICES. 3. LTR STATION MUST BE CONSTRUCTED IN AN AREA ACCESSIBLE TO APPROPRIATE MAINTENANCE VEHICLES, SUCH AS LARGE VAC TRUCKS. 4, AN ELECTRICAL RECEPTACLE FOR AN EMERGENCY POWER GENERATOR MUST BE PROVIDED ON THE ELECTRICAL PANEL. V) �V O Ln w V 0 Lf) SV) L Ea PR Lo a EC LL t U ." N ,m W � W> 0 W wy 0 �z Of a z Wg W S3 ON LL c(L G_ p LLJ F - Z Q zYz w W W. w o z(LWo Qm a p:) U)W EiE WWI L > U Tn m C-5 11 -OT O PF / II N a DO w EROSION CONIROL BEES 1. Sediment Iwslns and Dops, perimeter ernes, sediment barriers and other m intended m trop Sediment anon be toned—led as o firs( step in any lane rooming RIoars shml be moul beton ap-Pl... bad disturbance lakes place. 3. M sediment control maremars are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on bauare of all Peiuneler im sedent borrirs eshop be constructed to prevent sediment or bosh Tram flowing or floating on to atljacent moperl Is 3 Permanent or tem m sol stabilization shall be o lane to denuded o within Senn ] days afar Taal PP rr n red% °°e ( seven rade "s real t m Non of the site, Temporary not eloblzatan ed f be W ] red s 1 denuded ores Uol may ml be at Incl amde bW lett firman bed'sforbm fora applied IM1 ]0 days, (Pertnonenl sloblxol on moll be applied to peas that n b be left undisturbed 10r more than year. 4, During construction of Pe projxl Sol slack Ales sholl M staHlz a carrier) or contoured lifth treatment UopOn9mmes IDs opplacanl N s respons e for the tempra ory protecFan and p 1 t bl t n of all sal Sarni on site as well as sol inkentionally transported from the project site. 5. A Permanent vegetolae cover shall be established an nomaed areas not otherwise permanently stabilized. 6. Aller any egnleanl no nfat( Sediment control st—mures w11 be inspected far nlegrdy. My damaged dexi[es anal( be corrMed 'mmed'a(ery, ]. Concentrated runoff steal not flow down cul or fit slopes utess contained within on odmuole temporary or permanent channel, flume. Slope Amin structure or oppmvN control. 8, Stats I will be prevented from entni 5g any stom writer system, ditch or cMnnel. M alarm water mire the are modoperable during construction Mae be protected so that segment -h den water cannot enter the canmyana system wilboal first being filtered or otherwise treated to remove sediment. 9. When work In o III watemwne is performers, precautions shall be mien to minimize earraarnment. comm, sediment transport one Stabilize IM wast, area to Me greatest extent possible duringaomw[tim. 10. Periodic inspection and maintenance of all sediment control structures must be prodded to ensure intended awb. measures purpose n1s six Sediment eland, Far demeMen. berg ria g /Nncontractor itiol solll W conti'uallyh ansi sNdoffor all Sediment NOTES: E. SIRMUNT FILLER STEEL ON SILT Oil 5Nµ1 BE IaBRIC NEEDED WIIXCVI WCLO POS! VSEO ON SLOPE WINE MESH NPP^Ri ..a 10 MMIYIZE >>/ PoxOUPS 61ICIENLr. 1yUE EATON fABflIC SF POST m VPSIREW GCE 3. WSPEGi TON REPNP fFNGE m p05 �✓ ` AFTER FALX $IORM EYFNI D RLNWE SELVMFO ✓ .HE. XCLESSARY, a. . WIN RECDNMEXDED �Rn. STORAGE Hil 3, RAIDYED SEgNEM SPALL BE DEPoSOED TO M' AREA WKINVN SPACING WRx THAI MLL HOi $COMfiBDNC REDINEM W WIPESVPPORI FENCE, fi CNI BE PERM.WE.1 MW VY SPACMG ATHT STABILIZED. WIFE SUPPORT FENCE STEEL OR WOOD POSi- yyy Z6' HMH MA%. - PoXDM6 XEIGNi FOVgNG NEpM oYns As FLOW RDW 416 ME.. wrtX Y MIB. DPPIx ROCx LI BtCMILL TRENCHH DETAIL INSTALLATION WITHOUT TRENCHING TYPE IV SILT FFNCE NTS n. Where conswdion venire «[e routes intersect paved pubic .sods. proNsions shall br made to minimize access SUPPLY WATER TO - n Ens IF IM transport of sediment by bo=xng the peva surface. wham seamen( a Iraneparted onto a public food A -A 0 We PVSTIG LWING NATM INTERIM SECDON B -B surface with Curbs and ullers the road shall be cleaned thorou h at Due end of each San Sedime I II be u s OF XDTES:STAKE removed Item the Foods by PMrel'ng w sweeping and transported a sediment Conlml 0 eal on, Street I. aCNAl IAYWTCA DEE E'LINEO IN SRAW BX£ (MJ FIELD. p l� washing small be allowed only after sediment is rearmsed in this manner, This pran4on shall apply to individual NSM WZSxoE SIO. �RM VSESWL4nGS.D bJ[S subdese on Iola as Well as 10 Anger land dislurb'mg mUmUes. ]0' m ME 101D5 FOP y' flE ROPE ROIATNMI 13. NI temporary erosion one sedimem comm) men sums shall be mmoxoa withN 30 dare after Deal Site .KNE ogi MOHA4E WASHOUT FACILITY q1 SFAuI NUT SENfD Stabilization o after Ne temporary measures ore nlonger needed. FLAK RPE "ABOVE GRADE" WITH STRAW nom from con%lruclion Allen %M1oll be pmtaclea from fedimenl aepo¢ilion I}, Rape Rb¢ ono wotNrwng IYPE I. Wi . WATERS WON LOW Q. MORE ixW ONE FWi fi { 18 UZC V O Uf/ AVNVPI£ 1B OZ. ]Ori LB/W. SiAXDMD roxydr ono NOei at ON limes oaring [on%4utlion. PERPFNIS PER sEFUND) AND U. S mXDS: Ands. POxFU s. �yR A' gain Erosion cannot Traffic oM [msinrdred, shall Igbn the requirements in index rvmbers 101. 103 and 103 0f S!e NIN Try, fIFMIBIF 1W R I4.D F. p.O.i. Ropaway antl Lmllic Design Slanaam9 dna county permit%. ad earl SECIYJN WOX ENG1Pa11URD UPS UPS FORN FIATADON FORST pEIHfOI10E0 M. LOOS (616'%4') RPE 15. eontronar is responsible for all Sodom wale, dismarges, ramm� inn ria or dewmerinq adiviDe%. oP LMD uM Ne Wxn RESS PGR ui0 REMOYE COAIEp UBLE Ifi. Contractor must in<oryorale all BLIPS necessary to meet or exceed slate wale, qua(((y and SWpPP ,p.ATE SEAL v RESSI.RE FPO EL0.1M) RmAipX requirements. SAME R. Poi FOR HOTHEREFUE CURRENT I SLE-CONXEEOR f01DS CIER! fi' 1I. The PoIIWion Pusnati0n Plan is a minimum guideline Only, Mdiional Bell y may be rle[essary al WATERS IUP m FM ES, PER SECON(): OEEPLR WtES. SMFNIS. $MESS B.WD cantrachi % expense. MERCOASiAL AW DUALARFAs. QQ'9 SMESS PUR INCLUDES M ENCAPsuw1CD STEEL Ss 1W cdw. BW/Sr IR. NOI to be posted on site. LOAD CABLE ALUM TOP OF FARRIER AND 8%rirw ROTATION LOGS. NEAR AND LOAD LIME 19. Devaluing Ociivily%: zTed. FON3 ME REWFCPCEO WIIM pp VAXRCD Rze pV' STM9Np ILNGTX A - Discharge must not exceed state enter grebty standards, SNrcms. SASTY xWR TypE 11 B - Cmlmclar must bwe a transferable SHIMMD CansGmplive Use - Permit known as o 'Noticed General Permit For good Term IB (UR 33) OZ, NMS. COMES EON Comer- an V.-Wakring: C - Nohyamulic pumps may be used for dewatering unless approved ORE". Nx0 by the water management district for Dust o qx 01 xn1* wC SLOi-R D - No turbid diethays. iFai Fail readings am requirW Mce o RDxipPCED "NOW ROATPMIx reek and most be reported to Due project engineer. IF STM55 °Un TYPE 5. Son IS SIULA4 TO TYPE 2. �3 WT EXCEPT THAT PCLYFRORI£ME r. FABRN S PERNAXENRY u^w VP UNK EMCD wTO ME DwRlE..1. ro .ECT speed SUES INFULUOUN. . xA Nm COAnxG caaE We Clow (0x BOTH SIDES m culflMx RPE u G4vME2EU /24 TO PEg10E SRWx) yp�. WgA XTE .1 stVLL BE A om9TOOKPILES OF zs' XIGX. NOR, AbANDRING TO BWYS AS ALROMINO MSWNG LMXf SHO MI R.ALL `BSMOAL (ON AT geSK-OFF AT BANTU) IW' BLOW-UP OF HWMES. FROM ME cu... ON CEMM SHALL BE USED IN E.E TM StiAC1SLE S.B FROM CURIOS WILL Nm WIND OR CVRREM NJbl£ LXWXEIS UXLY CONNECTION LOADS' BU.r AMacx uxFs EAIDMD Bede. IOP SSOCMed E ERCgB1E YME4L THE AREA SO BE ME MG S41L BF SEEDED AND WLLXED. SECTION A- FI MWEEPLE OF F... wRMLL MD/oR BALES (M ) WATER RDCK ORIENTATION WHEN INSTALLED (TIDAL SITUATION -RPE LIN-N.T.S. POLY WHATTLES OR GEOHAY CURB INLET FILTER-N.T.S. SOCK -PIPE INLET FlLltta-N.I.a. gh. RrDGE REWmED wxfPE total I.FIIN5 Be 1. DP CRFPiEP SUPPLY WATER TO iEW mnam n Ens IF SECTION A -A 0 We PVSTIG LWING NATM INTERIM SECDON B -B (OPTDIRL) s OF XDTES:STAKE CMIN. BERM OF I. aCNAl IAYWTCA DEE E'LINEO IN SRAW BX£ (MJ FIELD. p l� I NSM WZSxoE SIO. �RM VSESWL4nGS.D bJ[S _ ]0' m ME DP sua w Ful 10W2 i0 a AS REQ RVXCEC 10 BASH AS PEOIPPED. xOTES: ME EXgµe6E $XYZ BE MV HM W A COM I a i WILL Pill 1RaLSl. OR WDM -or -socia M5MXAr REWRE Tmum OP Es SI EEBPAR t/off CIFMI OUT GF ANY uR IMM 10 TRAP smMEM. For, ancial .11 CIEAED MIOP TO EXIRAVCE OMO WRIL ANSO WAY, 3. .. WASH. 5 ICpAPEO, x $IW1 BE CME ON AN A9U Sara O sward a CRUSI6 'TOM MAT p:W15 oP0 AN A^FF6KD YWIEM TRM ON SED -I BCS w. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/ENIT-N,TS, FxlsnxG M DLAAETER W BOLES: I. ALLSEEM NUMMEO ON A 511E SINAL BE PRSECMELY RWRMJDED BEFORE MD "M c.. ArMWEREs. x. UNDERGRWND mLIIY LINES swdL BE RW IED MWND EXISTING ONES TO ME )UTSIDE OF LME .1111. NNERE ABLE, 1. INSTALLATION OF FORCES ANO Wµ15 SIWL TAKE INTO COMSICEIA. ME ROOT STEMS OF EXIMNG MESS. 4. i E/BMR. SNLLL BE INSTALLED AT KRIN5. OF AL . CR GRWP a TREES TO WE PRESfRvEO. FENCE SIWL . LWMNNEO WwNG CglsrlVG1CN. S. M ME PARK .AVr EWIPNEM ON OWES BOOTS, DO OUT AND FILL TD G' ABOUND MEE, All WORK ..,. ME O'D Boit BE DONE in BMD. ELEVATION PLAN LOOPS SIZED MR r REM VSE REBW . A .. TO E.M FILTER SPCN AT A SE.I.EM Eg1EI LOCALS.. ORALE NOTES (OPr ) I WME XCOD fAfllL BRKE _ SP gtro mLFi�.. / w1M GRATE W R VIEW OF FRAME WITHOUT VIEW OF FRAME WITH SILT FENCE SILT FENCE 31Y SANE MR. OR MPPWEO aF 4M14o EFNCBIG AT LEAST (A) HIGN N'D sup.. AT A WMMUM OF TNI (1P) W1E s By NRµ i -POSTE OR PPPRO2D WMAOSS SUFFASEM Of KEEP TUE FE., Usered. AND IH PULE. WOOGEH STAKES AND .. Po515 ME MT CNNESOLERED AS M APPPO.SD ... SYRICIEL EIXNIGH M KEEP The FQSCE UP RGM AND IN UCE. STAPLES (3 PER BLLE) SMA. pµE WCCD M METµ .... fle. ..IS (3 PER bCE) 0 We PVSTIG LWING NATM INTERIM SECDON B -B (OPTDIRL) XDTES:STAKE I. aCNAl IAYWTCA DEE E'LINEO IN SRAW BX£ (MJ FIELD. 3. ME COxCREIE WZSxoE SIO. SNUALL INSTALLED WITHIN 19 or PLAMIC UNION ]0' m ME TDPoPARrE 4 .KNE WASHOUT FACILITY FLAK RPE "ABOVE GRADE" WITH STRAW BALES SILT FENCE INLET PROTECTION-N.T.S. CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) 6' POST 07",: C ryBxy wood z -I Yin. oW WOOD 212 oPTXIxAL POs, i pMxnon POs, ORE 1 -1/3'X1 -I/1 PDSIRDXS 4LilM ppyipX (ods) Z. sTER 1 ]B IFS./R. xx. TowsxD Row) DUFR FMRG (IX FUER B. CONMRP CE SRI ELEVATION sec. Bes 1.01, SECTION SPEC.) NOBS SILL FEWE TO BE PND FOR UNDER ME CMI T UNIT PRICE FOR STAKED SILT PENCE (LF.) TYPE III SILT FENCE �i xmE: sPACI. roR TEE In a EM TO M LIN ACCOTNKE O WpmCKSLs 21F .lT ATEN OlsraluMlxs aT O ' AND sMIICNREs sxELT z Or J TYPE III OUT FFNCE PPOI. ABOUND MCN BOirOB INLETS CO OUT D M B A YMNEW TNA, SILT FENCES PF L ACT AS A DAY ACROSS PERMNIEM RDMTNG WATERCOURSES. Sig FENCES ME TO H USED AT UPLAND MOAMeLl AND T MN MMEM USED M H@NNEM n M Or WATER SILT FENCE APPLICATIONS-N.T.S. V1 "" 4A 2 ra O Rim �Ium O3u `� N L ry rOno i^ of V) th y Ec0 E VI r u s d mE W Q O DO U LU i< 0 z Z ZisDO WDO o & W 0O 9 O w NZx y W dQ a 2 Lu UL 01 F, HZ W NYF u a LLLO O UQm F Zdy 3 Caw U) 0 w s W W ^ f In Nm mm. No.'a to C-6 Tree Symbols = PINE TREE ®= OAK TREE Q = M4GNOW TREE J. - PALM TREE 0 — MAPLE TREE .e = D"ETER MEASURED AT BREAST HEIGHT Symbols 9th SMEET (AKA DANS UN P L A FT EO .14 Site Benchmark \A a R A m ' ow Aw 50' ma C b .LONGe 9 aecP _ i 3 \ \ £ •INMN 5EMENT 5 \ A Sukr SURVEY SUPPLI£0 1 \ \ \a.. wem mr or Notes "1pc�@i ~ C$ o LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS—OF WAY A r^ ga DcEswwaav Description of Survey Sfte WOODEN UGHT POLE y/ Y wg = WOODEN POWER POLE Z `T\ \ ` pei" ` +p/✓r/ a�wP 5 1.: we0— SANRPRY MANHOLE 'OVII -0 — WATER VALVE m e = TELEPHONE RISER BOX s'M = SEWER VALVE woe = PVC PIPE MARKER (SEWER LOCATION) \ \ 9 o Legend: \ \ G9 — GUY ANCHOR OM OVERHEAR WIRES Jaws M = MEASURED (((P)3 ®PUT BOOK 14, PGS. 97/97A \ \ •\ a /� (D) _ CkCU DESCRIPRON PO.C. POINT OF COMMEHCEMEM \ \ \ m. POB: POISET S/8'FDMMETERBEGINNING IRON ROD \ \ A & Cls STP V YlB2—IB fi840' �Fla = SEF PK NAIL WRH BF75S DISK STAMPED eWBZ—UB 6840" \ �'T SgALE R/W —.RIGHT OF WAY \ F.F.E. DOR E£VI MOOD FLOOR aR =WOODEN POWER 0 N.C:. VANS=U IO & BOUI INFORAI SYSTEM R = RADIUS \ \ \ P.+ ` A = CENTRAL ANCLE ? \ c1C 0 N�C R £.T E L = ARC LENGTH ' CHO = CHORD \ \ \ C.B. — CHORD BEARING .m 6e Wa or \ <.\ a S6`FOI OWN 27D.55 a \ \ UN P L AT T EO \ \M GRAPHIC SCALE 20 0 10 0 40 ( IN FEET) I into = 20 R. Notes 1. 2 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS—OF WAY = DcEswwaav Description of Survey Sfte 3. As'xmA>zn xr os)LyeL REmwdS mor 7n Pae, 1. wIXW MUEP [WMY. RCMM NflM AYCROS OF A FLORIDA UCENSED SURVEYOR AND NAPPER. A 300 foot porch dettnbetl Part of land shown map of Waure,ra o of Flem'ngg Grand made by SB,eCaimr and filetl n lands records of Brrvard o m County. Flo. n w Indian Rrver County Florida. lying west of New U.S. od $ s Z Hogmwoo No 1 SouM of 9th Street ae follows From the Southeast O f 9th ShI and New U.S.Hghway No 1, mn Southeal along Me � want right of way line of New U.S. Highway N0. 1 a distance of 750 feet ELEVATIONS SHOWN HEREON ARE IN FEET REFERENCED TO NAVD '88, to the Pant of Beginning. From To Pont of S,mmir9• ecntnue Southeo one, the West right f ay line of New U5 Hghway NO 1 o dieter. f 'a — 300 feel; thence n westerly on a line Parallel with gM Sheet to the Eaet OF 21.85' NAVD '88 AS OBTAINED FROM LNDINS. right f wa of the RI East Great Railroad tlatanaa of 27055 feeF 9 thence run long the East richt—of—way of the Florio Eart Coast Railroad ` o n o Nortimes[erty direction distance f 310.59 feet; HenEa dome run sterly 'e line parallel to the SoulM1 HeM—of—woy line of 9th Strcet distant of 310.55 feet to the Point of Beginning. Al of the obe sRuate in the North half of the NaRheart quarter of Sectian 30, of the Fleming Grant Indian Pover Count, Florio. Z O u 1 GRAPHIC SCALE 20 0 10 0 40 ( IN FEET) I into = 20 R. Map Of Notes 1. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS—OF WAY OR VSEMENTS OF RECORD. 3. NOT VA D gODHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND NAPPER. 4. UNDERGROUND UTILHAES AND IMPRGVEMENIS NOT LOCATED. 5. SURVEY SITE UES IN FLOOD ZONE X' PER FLOOD INSURANCE RATE MAP No. 12061=76 E. DATED IMY 4, 1989. 6. ELEVATIONS SHOWN HEREON ARE IN FEET REFERENCED TO NAVD '88, EASED ON U.S.C$ . NM 'Z 200', HANNG A PUBLISHED E ATION Site Benchmark OF 21.85' NAVD '88 AS OBTAINED FROM LNDINS. TOP OF PK NAL & DISK ELF/=16.48' W.w '9B Map Of �nvlYv 7T',, IV RI - y l iHdXeBiucocu 2, V. i COFFE Ell LO a oe r Eyµq,�aa wurR 320 WC SY o.4K AGE PALM -. 28 SO 59 0 M BERRY - 4`�A9bX�v!P4' Lcxi�oas.-. carrvmd a' �21 C, .I - mt 30 : RM :n tl 207 GA Dsv o -D1 RFSWORD FERN ibN138 - DSF C '79184WN 'F1b �Ir'Llmm:i o _. FY�ua4D'9M/ A4 GA 1 O PLUM • .. 03 tD. s T 23 AD N' NNM All i mlMxbeu : BBe.OP - I<. ' .Ie T NOtE /dYADFA`C7tlIQ1�_ (u.IJa H ^f JS;/Il: x»>H6 OF �AAr 3P .00 uu0oi'.d E.¢j3esd PSLHS ©UNOFj',A1Bw, 31Y DATE - '. � a JF GMO _,t.l .. 6. 016 - fLRdE]AX]4 I �nvlYv 7T',, 3''4 RI - 01 NDERS 3AK iHdXeBiucocu 2, OL i COFFE yywP .i,avca e}Y> { LO IJ r Eyµq,�aa wurR 320 WC Yui AGE PALM -. 28 SO 59 0 M BERRY - 4`�A9bX�v!P4' OB �21 C, -N ARBICOLA mt 30 : RM :n tl 207 GA Dsv o -D1 RFSWORD FERN ibN138 - DSF D 3N ARBIGDLA i �YGMMS FY�ua4D'9M/ A4 GA '.G O PLUM • .. 03 tD. MEDIA PALMS 23 AD N' NNM All i mlMxbeu : BBe.OP - I<. ' .Ie T NOtE 6 (u.IJa H ^f JS;/Il: x»>H6 OF �AAr 3P .00 uu0oi'.d E.¢j3esd PSLHS ©UNOFj',A1Bw, 31Y DATE - '. 4 TRIPLE AVACpXYx138 GMO 10 016 - fLRdE]AX]4 POO %# 93 - X3 ' MICA&I 4- HT sl X30 6'GREY WOOn i''' ?I m'a ,,wss PJ ' F ,r, s,-.-hi.� 1, . ., z ,niaC✓T3 NDI Is .}, /op- twsaP GBeDif TeElg� IGbTRL23 �'Y-�'sn' CnBVWI W 9 FTP -1 04' :rTBf4BF t3 CE c NAT15G ON. DBaYByT1D�MMT-. NIP --6 _ Cuyq aMBr t6 oucw TPm 13 - CY...1 9PI 'I aF I.i.L T116f5 1Bt9'O8 1.2mT:i�9r IS I I.W IrIN AaP4• E319TING IRRIGATION 31 LANDSCAPE AREA 3''4 RI - - NDERS 3AK ' 46 2X CNC i COFFE 18 24"-: iu - Alv. a R BUTTONWOOD 1 #15 3''4 RI - - NDERS 3AK 72x8' 2X CNC ��µ - MSE COFFE 18 24"-: iu a R BUTTONWOOD 1 #15 AGE PALM -. 1216'DA R&B 59 0 M BERRY - tX 24' 03 -N ARBICOLA + +B '`���® •�Tn^. �'Q'-�•.J WSWORD PERN +2 - gq RFSWORD FERN 8.18". #1 3N ARBIGDLA i �YGMMS 211438" 16" ` #3 93 C 1 O PLUM • .. 03 tD. MEDIA PALMS Y@ IIF6SJ +4RJ �rtsfO U YR91 fLL✓IY N' NNM All i mlMxbeu : BBe.OP - I<. 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YI - rF ' �doBephMotntaftax , .,iip s - `�• 'k ' - ( C{P R.PR1P.XxInB 1R8B flfVnlnnMnXT. - R. - 1. ` �li 436 1--wmaaw---vi- IC� 8{\I`,c.;D•3�1 ... IS.:��evli����T�'P��'.—he.\\��1�\5'N.��.^I^�RI�i 17TC� 0IM lA.. TBE. XBOVI EMELT 11 N �q'� LRn L'Bp -Vy - 1 . A9Ep. X.}PLBNTBO XTLW MYLCM®oRRYYN I(' C - . - T,;- ..1mALe6x.vr]BEeReDY ex] Iw Tnr Otl _ ..77296953'20 an.nrBU XAwIVM 143 vs .-Taro n.Bener6Rrme. X.9eluMwr .. e4 e4 ''Sdy5dp3dajf' . iZw; "13J11% - GTY OF SEAN HOME OF PELICAN ISLAND Community Development Department Rezoning Application Staff Report 1. Project Name: Sandcrest PUD 2. Requested Action: Rezoning from RM -8 and RS -10 to PUD -R 3. Project Location a. Address: Southwest of the intersection of Main Street and Powerline Road b. Legal: See survey for full legal description C. Indian River County Parcel Number: 30-38-30-00003-0000-00000.4 31-38-01-00000-7000-00001.0 31-38-01-00000-7000-00003.0 4. Project Owner: Sandcrest, L.L.C. 5070 N. Highway Al A, Suite C-1 Vero Beach, FL 32963 5. Project Agent: Chuck Mechling Sandcrest, L.L.C. 5070 N. Highway AIA, Suite C-1 Vero Beach, Florida 32960 (772)999-3494 6. Project Engineer: Jodah Bittle, P.E. Schulke, Bittle and Stoddard, L.L.C. 1717 Indian River Boulevard, Suite 201 Vero Beach, FL 32960 (772)770-9622 7. Project Surveyor: Meridian Land Surveyors 1717 Indian River Boulevard, Suite 201 Vero Beach, FL 32960 (772) 794-1213 1 8. Project Description a. Narrative of proposed action: An application has been submitted by Sandcrest, L.L.C. to change the designation of 13.01 acres of land on the City of Sebastian Zoning Map to Planned Unit Development — Residential (PUD -R). Two of the parcels totaling 12.77 acres have an existing zoning designation of RM -8 (Residential Medium Density -8 units per acre). The third parcel containing .24 acres has a zoning designation of RS -10 (Residential Single Family - minimum lot size 10,000 SF). The property is currently undeveloped. The proposed PUD Conceptual Development Plan submitted in conjunction with the rezoning application identifies a subdivision consisting of 64 single-family lots with an overall density of 4.92 units per acre. L C. Current Zoning: 12.77 acres: RM -8 (Residential — Medium Density -8 units per acre) .24 acres: RS -10 (Residential Single Family -min. lot size 10,000 SF) Adjacent Properties Zoning North: C East: PS (3) CG (4) RM -8 South: RS -10 West: RS -10 d. Site Characteristics Current Land Use Park Land Post Office Vacant Apartments Residential homes Residential homes (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: ►: 13.01 acres Vacant Immokalee fine sand Zone X Future Land Use Conservation INS CG MDR LDR LDR Indian River County Utilities Indian River County Utilities North County Conservation- adjacent Sebastian Police - '/a mile IRC Fire — 2 Yz miles 9. Comprehensive Plan Consistency a. Future Land Use: Medium Density Residential (maximum 8 units per acre) b. Level of Service (1) Traffic: The proposed development will create an ADT of 647 trips (64 lots x 10.1 ADT per unit). Applicant must submit a traffic study to determine if any additional offsite street improvements will be required. (2) Potable Water: Sandcrest Subdivision will be connecting to the Indian River County Utilities Department water facilities. (3) Wastewater: Sandcrest Subdivision will be connecting to the Indian River County Utilities Department sewer facilities. (4) Stormwater: Project includes a privately operated and maintained stormwater system, which by design will improve water filtration prior to intrusion into the groundwater system. (5) Recreation: In addition to the private recreational tract within the subdivision, property owners within Sandcrest will be subject to the city- wide recreation impact fee program used to supplement and enhance the development of future parks and recreational facilities within the community. (6) Solid Waste: There will be an increased demand on solid waste disposal with the addition of 64 residential units. A solid waste disposal district fee will be incorporated into the tax bills as each lot is developed. 10. Conformance with Code of Ordinances: The proposed rezoning is consistent with the Code of Ordinances. 11. Changed Conditions: The land is currently undeveloped. In 2005, the Planning and Zoning Commission approved a 95 -unit townhouse development on the subject property. That plan was never built, and after a number of extensions, the site plan expired. 12. Land Use Compatibility: The adjacent properties to the south and west are designated low density residential. Even though the land use designation for the subject property is medium density, the PUD -R zoning in conjunction with the PUD Conceptual Development Plan will limit this property to a low-density development. 13. Adequate Public Facilities: Public utilities (water, wastewater) will be incorporated within the development of the proposed PUD, and a stormwater lake will be included within the subdivision. 14. Natural Environment: The proposed PUD will contain the requisite open space as required by land development regulations. 3 15. Economic Effect: The creation of 64 single-family lots will expand the tax base for the City of Sebastian. 16. Orderly Development: The proposed zoning change is consistent with the comprehensive plan and the land development code regarding orderly development given the location of the site adjacent to other residential developments and availability of sufficient public facilities and access. 17. Public Interest: The proposed use is consistent with land use objectives and will not adversely impact the surrounding neighborhood based on design criteria outlined within the conceptual development plan. 18. Other Matters: On September 10, 2014, the Board of Adjustment for the City of Sebastian approved a variance to allow a PUD -R to be 12.77 acres, less than the required 25 acres, for the Sandcrest LLC property. Since that time, an additional .24 acre property was acquired, bringing the total area to be rezoned to 13.01 acres. 19 Conclusion: The requested rezoning from RM -8 and RS -10 to PUD -R is consistent with the Comprehensive Plan, Land Development Code and Code of Ordinances. 20. Recommendation: Staff recommends that the Planning and Zoning Commission recommend approval of the requested re -zoning. PARED'b 11 Z-)1 -lS DATE Q. as 3rvna3nnod \,y^ > Uo a da U U TO 02A `n W Z E ° w W nb = E $ �S Z s g 0 c `m � c Z € Permit Application No. STu+N City of Sebastian rtomrarEucnN isunu Develooment Order Anolication Applicant If not owner, written authorization notarized from owner is required) Name: SandCrest, LLC Address: 5070 N. Highway AIA, Suite C-1, Vero Beach, FL 32963 Phone Nurffber: ( 772) 999 - 3494 FAX Number: ( ) E -Mail: admin@sandcrestfl.com Owner If different from applicant) Name: Same as Applicant Address: Phone Number: ( ) FAX Number: ( ) E -Mail: Title of permit or action requested: PUD Rezoning 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): SandCrest B. Site Information Address: Southwest corner of Powerline Road and Main Street Lot: Block: Unit: Subdivision: Indian River County Parcel #: 31380100003000000000.4/31380100000700000001.0/31380100000700000003.0 Zoning Classification: Future Land Use:Medium Density Residential (max.8 du/ac) RM -8 / RS -10 Low Density (5-Units/acre) Existing Use: Proposed Use: Vacant Single Family Residential C. Detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets if necessary): 74 Single Family Residences, Recreation Facility (Clubhouse with Pool) DATE RECEIVED: 11 /13 / I FEE PAID: $ aSo .60 RECEIVED BY� i400,pl% RECEIVED NOV 13 2014 City of Sebastian Community Develop,, Permit Application No. D. Project Personnel: Agent: Name: Address Phone Number: ( ) FAX Number: ( ) E -Mail: Attorney: Name: Address Phone Number: ( ) FAX Number: ( ) E -Mail: Engineer: Name: Jodah B. Bittle, P.E., Schulke, Bittle & Stoddard, LLC Address 1717 Indian River Blvd, Suite 201, Vero Beach, FL 32960 Phone Number: (772) 770 9622 FAX Number: ( 772 ) 770- 9496 E -Mail: i m Surveyor: Name: Meridian, Land Surveyors Address 1717 Indian River Blvd, Suite 201, Vero Beach, FL 32960 Phone Number: ( 772) 794 - 1213 FAX Number: ( 772) 794 - 1096 E -Mail: Ib6905 bellsouth. net Robert Votaw (Manager) '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 THIS APPLICATION, AND THAT ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCURATE ANDTRUE TOT E BEST OF MY KNOWLEDGE AND BELIEF. Z SIGNATURE .,,^, DATE SWORN TO AND SUBSCRIBED BEFORE ME BY ;Obe/ � UQ A ni Lj WHO IS PERSONALLY KNOWN TO ME OR PRODUCED AS IDENTIFICATION, THIS ori DAY OF (J QI e n, 201 . NOTARY'S SIGNATURE C4 PRINTED NA ME OF NOTARY V=CLjeA f%r ¢C �, COMMISSION No./EXPIRATION _'Aka WS SEAL: KAREN ANN MECHLING I;^ MY COMMISSION #FF100821 I� ' .,4EXPIRES March 12, 2018 (407)38e- iW FloridallotaryServim.wm 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) / X THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE City of Sebastian 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 I/WE 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. SIGNATURE y� L SIG DA Sworn to and subscribed before me by who is personall known t or produced as iden ication, this �� day of c 20�t{. Notary's Signature Printed Name of Notary > L�nn ¢ &N 1 Commission No./Expiration Seal: iM".�"...,....: �;Q,• 1"°�,= KAREN ANN AAECHLING , MY COMMISSION#FF100821 ;+ .' ,,,?a,;,O,'i' EXPIRES March 12, 2018 ♦ 3913-0103 FlorldallotaryService.wm Permit Application No. .zlupplemental Information �, Planned Unit Development, Rezoning Request IP _ 1. Proposed zoning: PUD(R) _ PUD(C) — PUD(I) _ (PUD(MH) 2. Is the proposed rezoning consistent with the other elements of the comprehensive plan? If not, which one(s)? Yes, it is consistent. 3. Is the proposed rezoning in conformance with applicable substantive requirements of the city of Sebastian Code of Ordinances? If not, which one(s)? Yes, it is in conformance. 4. What land use and development changes have occurred since the effective date of the comprehensive plan which are relevant to the proposed amendment? None. _ 5. Is the proposed rezoning compatible with the existing or future land uses of the city? If not, why not? Yes, it is compatible. Form CD•2012 I Pape 1 of 2 1 PUD rezoning Permit Application No. 6. Are there adequate public facilities to serve the proposed land use? If not, which one(s) are not adequate? Yes. 7. Would the proposed rezoning result in a significant adverse impact on the natural environment? If so, describe the impact. No, it will not have an adverse impact. _ S. Would the proposed rezoning adversely affect the property values of the area, the general health, safety and welfare and impact the financial resources of the city? If so, describe how. No, it will not adversely affect. 9. Does the proposed rezoning result in an orderly development pattern? If not, describe. Yes, it does result in an orderly development pattern. 10. Attach the following: a. A verified statement showing each and every individual person having a legal and/or equitable ownership interest in the property upon which the application for rezoning is sought, except publicly held corporations, in which case the names and addresses of the corporate officers shall be sufficient. _ b. A list of the names and addresses of ail owners of parcels of real property within three hundred (300) feet of the parcel to be considered, c. A survey and legal description of the property to be rezoned. Cry OF SEBASTT- HOME OF PELICAN ISLAND Community Development Department Conceptual Development Plan - Planned Unit Development Staff Report 1. Project Name: Sandcrest PUD 2. Requested Action: Conceptual Development Plan Approval. 3. Project Location a. Address: Southwest of the intersection of Main Street and Powerline Road b. Legal: See survey for full legal description C. Indian River County Parcel Number: 30-38-30-00003-0000-00000.4 31-38-01-00000-7000-00001.0 31-38-01-00000-7000-00003.0 4. Project Owner: Sandcrest, L.L.C. 5070 N. Highway AIA, Suite C-1 Vero Beach, FL 32963 5. Project Agent: Chuck Mechling Sandcrest, L.L.C. 5070 N. Highway Al A, Suite C-1 Vero Beach, Florida 32960 (772)999-3494 6. Project Engineer: Jodah Bittle, P.E. Schulke, Bittle and Stoddard, L.L.C. 1717 Indian River Boulevard, Suite 201 Vero Beach, FL 32960 (772)770-9622 7. Project Surveyor: Meridian Land Surveyors 1717 Indian River Boulevard, Suite 201 Vero Beach, FL 32960 (772)794-1213 1 8. Project Description a. Narrative of proposed action: In conjunction with their rezoning application, Sandcrest, L.L.C. has submitted application for a Planned Unit Development (PUD) Conceptual Development Plan. The subdivision design as outlined in the conceptual development plan includes 64 single- family lots together with a 1.77 acre stormwater lake, a .30 acre recreational tract and a number of open space tracts. Without rezoning to PUD -R, the current zoning would allow 103 dwelling units. The primary subdivision access point will be via Powerline Road. b. Current Zoning: 12.77 acres: RM -8 (Residential — Medium Density -8 units per acre) .24 acres: RS -10 (Residential Single Family -min. lot size 10,000 SF) C. Adjacent Properties North: East: South: West: d. Site Characteristics Zoning Current Land Use C Park Land PS Post Office CG Vacant RM -8 Apartments RS -10 Residential homes RS -10 Residential homes (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: 13.01 acres Vacant Immokalee fine sand Zone X Future Land Use Conservation INS CG MDR LDR LDR Indian River County Utilities Indian River County Utilities North County Conservation - adjacent Sebastian Police -'/4 mile IRC Fire — 2'/z miles 2 9. Conceptual Development Plan criteria a. Evidence of unified control of the proposed planned development and the associated agreements required. provided b. Ownership Requirements. provided C. Compliance with comprehensive plan. (1) Future Land Use: Consistent (2) Traffic Circulation: Consistent (3) Housing: Consistent (4) Public Facilities: Consistent (5) Coastal Management: Consistent (6) Conservation: Consistent (7) Recreation and Open Space: Consistent d. Compliance with applicable ordinances. Consistent e. Land use compatibility. The adjacent properties to the south and west are designated low density residential. Even though the land use designation for the subject property is medium density, the PUD -R zoning in conjunction with the PUD Conceptual Development Plan will limit this property to a low-density development. f. Adequate public facilities. Public utilities (water, wastewater) will be incorporated within the development of the proposed PUD, and a stormwater lake will be included within the subdivision. g. Natural environment. The proposed PUD will contain the requisite open space as required by land development regulations. h. Economic effects. The creation of 64 single-family lots will expand the tax base for the City of Sebastian. L Orderly Development: The proposed zoning change is consistent with the comprehensive plan and the land development code regarding orderly development given the location of the site adjacent to other residential developments and availability of sufficient public facilities and access. j. Public interest. The proposed use is consistent with land use objectives and will 3 10. not adversely impact the surrounding neighborhood based on design criteria outlined within the conceptual development plan. . k. Other matters. On September 10, 2014, the Board of Adjustment for the City of Sebastian approved a variance to allow a PUD -R to be 12.77 acres, less than the required 25 acres, for the Sandcrest LLC property. Since that time, an additional .24 acre property was acquired, bringing the total area to be rezoned and included in the conceptual development plan to 13.01 acres. Contents of Conceptual Development Plan: a. Vicinity map: provided b. Property boundaries: provided C. existing conditions: provided d. Development plan. provided (1) Land use: provided (2) Circulation: The roadway design plan incorporated within the conceptual development plan depicts two points of ingress/egress with both the primary and secondary emergency access points on Powerline Road. The internal circulation system consists of one curvilinear street. (3) Conceptual drainage plan: provided (4) Density: 4.92 units per acre (5) Nonresidential square footage: none e. Written material: (1) Planning objectives: The Sandcrest PUD Conceptual Development Plan consists of 64 single-family lots. The designation of a property as a PUD is intended to promote creative design. Given the subject site is relatively small for a PUD, the design reflects the residential nature of the neighborhood as an in -fill project. In a PUD, elements of the design such as lot size, setbacks, etc. may be negotiated to allow clustering of open space and recreational areas. The proposed subdivision demonstrates compliance with proper planning practices by offering an alternative single-family option within the City. (2) Development schedule: provided (3) Environmental impact statement: A full environmental study will be provided prior to the preliminary plat/plan approval. 4 (4) Public facilities impact statement: Sandcrest Subdivision will connect to both public water and sanitary sewer facilities with service provided by Indian River County. (a) Quantity of wastewater generated; This will be provided on the preliminary plat/plan and reviewed by Indian River County Utilities Dept. (b) Description of proposed recreational facilities; A recreation tract has been provided. A separate site plan for development of this tract will be required. (c) Quantity of potable water required; The water system will be designed in accordance with the Indian River Co. Utility Dept. standards. (d) Estimated number of school age children expected within the development: The developer must provide a School Capacity Availability Determination Letter (SCADL) from the Indian River County School District prior to approval of the preliminary plat/plan. (e) Estimated property tax and/or sales tax revenue generated by the project by phase; and Estimation to be provided by the developer. (f) Any other positive or negative public facility impact. In addition, the statement shall also include all public facilities impact information that may be submitted as part of the Development of Regional Impact (DRI) review process, as applicable. Sandcrest Subdivision will connect to both public water and sanitary sewer facilities with service provided by Indian River County. 11. Open space and landscaped areas: The proposed PUD will provide 6.50 acres of open space to satisfy the minimum standards as established by the comprehensive plan. 12. City Engineer's review: The City Engineer has reviewed the conceptual development plan. Following discussions with the project engineer, some grading improvements to the drainage canal along the southern PUD border will be provided. In addition, any use of the City right-of-way, including gates, entrance features, signs, etc., will require special agreements and/or license to encroach, as approved by City Council. A more detailed review and analysis will be performed during the preliminary plat/plan review, as well as the construction plan review. 13. Other Matters: The requested rezoning and accompanying land use change will provide consistency with the future land use map of the comprehensive plan. Annexation of the parcels will demonstrate compliance with goals and objectives as 1.7 outlined in the comprehensive plan for annexation of enclaves immediately adjacent to the urban service area. The proposed conceptual development plan will create a slightly greater impact on water, wastewater, drainage and solid waste facilities. 14. Analysis: Planned Unit Developments allow for unique design flexibility. The Land Development code states that many development parameters are negotiated, such as minimum lot size and setbacks. Other development parameters, such as open space, have specific code requirements. Further to this, Section 54-4-20.2(a)(5)c5 states, "In approving a conceptual development plan, the city council may establish such conditions and may require such modifications as shall ensure compliance with the PUD district standards and regulations and further, the city council may waive or modify subdivision, site plan or other zoning requirements otherwise applicable to the development when such waiver or conflict is not in conflict with the city's comprehensive plan or the intent and purpose of the land development code." The design standards which are to be negotiated are shown below along with the standard proposed by Sandcrest: Minimum lot depth (interior lots) 95 feet Minimum lot depth (perimeter lots) 110 feet Minimum lot width: 50 feet Minimum front setback to building: 10 feet Minimum front setback to garage 10 feet Minimum side setback to building 5 feet Minimum side setback to garage 2 feet Minimum separation of structures 7 feet Minimum rear setback (interior lots) 10 feet Minimum rear setback (perimeter lots) 25 feet Maximum lot building coverage (interior) 60% Maximum lot building coverage (perimeter) 50% Maximum lot impervious area (interior) 70% Maximum lot impervious area (perimeter) 60% The design standards which do not meet code requirements and will require waivers are listed below: Minimum lot size (interior) 4,750 SF Minimum lot size (perimeter) 5,500 SF (Standard requires lot size to be no less than 75% of the minimum lot size in the adjacent single-family residential zoning district: 9,500 x .75 = 7,125 SF) R -O -W 40 feet (Standard is 50 feet) Separation between entrances 385 feet (Standard is 1,000 feet 15. Conclusion: The Planning and Zoning Commission must review the Sandcrest Conceptual Development Plan, including the proposed design standards and waiver requests to determine if they are acceptable. Following finalization of the acceptable design standards, Planning and Zoning shall make a recommendation to City Council. 16. Recommendation: Staff recommends approval of the Sandcrest Conceptual Development Plan subject to the design standards and waivers recommended by the Planning and Zoning Commission. l EPARED BY--/ VA 2--��-is DATE Permit Application No. SEeAs�uW City of Sebastian NOME OF rELICAN ISL.WO Development Order Application Applicant If not owner, written authorization notarized from owner is required) Name: SandCrest, LLC Address: 5070 N. Highway A1A, Suite C-1, Vero Beach, FL 32963 Phone Number: ( 772) 999 - 3494 FAX Number: ( ) E -Mail: admin@sandcrestfl.com Owner If different from applicant) Name: Same as Applicant Address: Phone Number: ( ) FAX Number: ( ) E -Mail: Title of permit or action requested: Planned Unit Development -Cbuce'Prnu>._ ?4AN 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): SandCrest B. Site Information Address: Southwest corner of Powerline Road and Main Street Lot: Block: Unit: Subdivision: Indian River County Parcel #: 31380100003000000000.4/31380100000700000001.0/31380100000700000003.0 Zoning Classification: Future Land Use: Medium Density Residential (max.8 du/ac) RM -8 / RS -10 Low Density 5 units/acre Existing Use: Proposed Use: Vacant Single Family Residential Detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets if necessary): 74 Single Family Residences, Recreation Facility (Clubhouse with Pool) DATE RECEIVED: J/ _/L3 / rv1 FEE PAID: $1 a:50 0D RECEIVED B� du�=_Diif RECEIVED NOV 13 2014 city of Sebastian Community Development D- Permit Application No. D. Project Personnel: Agent: Name: Address Phone Number: ( ) FAX Number: ( ) E -Mail: Attorney: Name: Address Phone Number: ( ) FAX Number: ( ) E -Mail: Engineer: Name: Jodah B. Bittle, P.E., Schulke, Bittle & Stoddard, LLC Address 1717 Indian River Blvd Suite 201, Vero Beach, FL 32960 Phone Number: ( 772) 770 - 9622 FAX Number: ( 772) 770- 9496 E -Mail: jbittle@sbsengineers.com Surveyor: Name: Meridian, Land Surveyors Address 1717 Indian River Blvd, Suite 201, Vero Beach, FL 32960 Phone Number: ( 772) 794 - 1213 FAX Number: ( 772) 794 - 1096 E -Mail: Ib6905 bellsouth. net Robert Votaw (Manager) 'BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: _ I AM THE OWNER X I AM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATION, AND THAT ALL THE INFORMATION, MAPS, DATA AND/OR S�ETCHES PROVIDED IN THIS APPLICATION ARE ACCURATE AND TRUET THE BEST OF MY KNOWLEDGE AND BELIEF. SIGNATURE DATE SWORN TO AND SUBSCRIBED BEFORE ME BY WHO IS PERSONALLY KNOWN TO ME OR PRODUCED AS IDENTIFICATION, THIS DAY OF NO /h , 20 I L- . ' r NOTARY'S SIGNATUREQAAA t�J PRINTED NAME OF NOTARY 'r COMMISSION NO./EXPIRATION SEAL: Et4O7)= NN MECHLINGISSION #FF700821March 72, 2078NOteryService.com 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) / X THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE City of Sebastian 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 I/WE 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 �Ca ISES MADE, BY (ANY EMPLOYEE, AGENT, CONTRACTOR OR OFFICIAL F THE CITY OF SEBASTIAN. ��� z SIGNATURE DAT �i Sworn to and subscribed before me by oJe y-ir V4CL j who is personally known to me or produced as identiication,�y of �)oJern��, 20_j_±. Notary's Signature Wt C, Printed Name of Notary nn li�ec 1 Commission No./Expiration Seal: ,pr• ^., KAREN ANN MECHLING MY COMMISSION #FF100821 EXPIRES March 12, 2018 (407)M-01 50 FlorfdallotarySemjm.com Per Application No. Supplemental Information Planned Unit Development, Conceptual Development Plan (ATTACH ADDITIONAL PAGES IF NECESSARY.) 1. Is the proposed conceptual development plan consistent with the elements of the comprehensive plan? If not, which ones)? Yes, it is consistent. 4. Are there adequate public facilities to serve the proposed conceptual development plan? If not, which one(s) are not adequate? Yes Form CD -2013 Page 1 of 3 PUD Conceptual Plan Approved: 8/27/97 1 1 Revision: File Name• Sipudcdp Pe, Application No. 5. Would the proposed conceptual development plan result in a significant adverse impact on the natural environment? If so, describe the impact. No, it will not have an adverse impact. 6. Would the proposed conceptual development plan adversely affect the property values of the area, the general health, safety and welfare and impact the financial resources of the city? If so, describe how. No, it will not adversely affect. 7. Does the proposed conceptual development plan result in an orderly development pattern? If not, describe. Yes, it does result in an orderly development pattern. 8. Is the proposed conceptual development plan in conflict with the public interest? If so, describe: No, it is not in conflict. Form CD 2013 Page 2 of 3 PUD Conceptual Plan Approved: 8/27/97I Revision: File Name, Sipudcdp Per 4pplication No. 9. Attach the following: a. A list of the names and addresses of all owners of parcels of real property within three hundred (300) feet of the parcel to be considered. b. A vicinity map. c. A map(s) of existing conditions including existing easements, street, buildings, land uses, historical site, tree groupings, wetlands, water courses, contours, the names of the property owners and existing land uses and zoning for all contiguous property, and the location and width of all existing or platted streets, easements, drainage ways and utilities contiguous to the property. _ d. A development plan including land use, circulation, conceptual drainage plan, densities, and non-residential square footage. _ e. A statement of planning objectives. _ f. A proposed development schedule. g. An environmental impact statement h. A public facility impact statement. Form CD -2013 Page 3 of 3 PUD Conceptual Plan Approved., 8/27/97 Revision: File Name: Sipudcdp � ``� — - — - — - - - - - - ` - 1- - _ — ' - _..a...a..,tee-_�._.,.�r_•�,._..-6_..�.. \ _ � TFWi F:GF.F1J SPALE _ • 7 g 9 to ! II 12 13 1 14 15 I6 I 17 18 19 20 1 21 I 22 _- - -- SANDGREST CIRCLE �\ 2 A 4- 6 . Z7 i 51 52 53 54 55 56 1 57 58 59 60 6l 1 62 /v3 64 � r , - - ,,; _ srcwWwarr=rz �Maaor�Nr- • 3 - - - � \ 3 \ -- 49 1 48 47 46 145 44 I 43 1 42 1 41 40 35 38 37 36 35 I 34 33 -- R rRAGrzoruwnv { PAy --__ ------------ f�E - GIRL -LE ate, _ P(J�/( R_ LINE ------ -- -------------------------- \A ROAD PELICAN ISLES r L RECEIVED FEB 12 2015 City of Sebastian Community Development Dept 1111111 IIIIIIIIIII IIIIIIIIIII IIIIIIIIII !.�Ililll IIIIIIIIIII IIIIIIIIIIIIIIIIIIIII ��I I IIIIIIIIIII IIIIIIIIIII IIIIIIIIII yA7 I I, �!Y - CONCEPTUAL RESIDENTIAL PLANNED UNIT DEVELOPMENT PLAN FOR SANDCREST SUBDIVISION INDIAN RIVER COUNTY, FLORIDA LEGAL DESCRIPTION PARCELi: NL OF BLOCKY ONE N10TVV0PM MCCACOURT OF 4EBPSTMN OPROEN4 SLBOMSNINA4 RECORDED IN PIAT BOOKS, RABBIS. PUBUC RECORO4 OF NO WI Rl9t COLMY RORBOA LYING SOWN OF THE RIGHT OF WAY ME OF MAIN STREET 80 FEETWgE RIGHT OF WAY AS R NOW EYISTS. AND PARCEL2: COMdENCNG AT THEM RTH6KT WRNEROFTHE NORT1egcTONEOUAWER OF THE SOUTNEA6r ONEG INRFEROFSECTONI.TOWN4HP31 SOUTX. RAIIGE30 EASr,flUN 1p RFX NSI']YOYEST #ONO THE YOUTH UNE OFTHEMPNOO E0 SEBASTIAN OMOINIS' SUB WSION.AS RECORDED N PEAT BOOKS. PAGE M. PUBLIC RECORDS OF IIAUW RNER A CO UBUY. FUMUR ABANDONED PER ORDRUPMEG0513. AOI4TANCE OF I00M FEET TO THE WEST LNE OFAIW FEET WDEPMM FOR FMM nM ROW-OF-WATMB OLrY PURPOSES (OFFICIAL RECORD BOOK784. PAGE 1811. NOM P COUNTY, FIARINOPNO THE POINT OF BEGINNING, FROM SAD POM OF BEGINNING RUN SOUTH W 98'YC WEST ALONG SAO WEST UNEA DISTANCE OFM4.44 FEET TO THESOUM WHEAT THAT CERTAIN PP aDESCRIBED IN OFFICIAL RECORDS BOOK 543. PAGE 1085. 11CMN RIVER COUNTY. FWRCFRTHENCEWNOUEMUADMTMCEOF4 OFEETTOTIEF STUNEOF SEBASTMN HGNUWOS 4UBON1510N A4 RECORDED IN P IAT BOOKS, PAGEI4. 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