HomeMy WebLinkAbout2015 - Conceptual PUDLOCATION MAP
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INDIAN RIVER COUN I Yv
SITE DATA
DRAWINGNDE OWNERS: SANDCREST, L.L.C. MAXIMUM DWELLING UNIT COMPUTATION: PDR
5070 N. HIGHWAY AIA A. GROSS AREA: (AC) 13.01
SUITE C-1 B. (-) NON-RESIDENTIAL USE AREAS: (AC) 0.00
SHEET DESCRIPTION VERO BEACH, FL C. EFFECTIVE BASE RES. AREA: (AC) 13.01
ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C. D. TOTAL MAX. UNITS ALLOWED
1717 INDIAN RIVER BOULEVARD, SUITE 201 WITHIN EFFECTIVE BASE
VERO BEACH, FL 32960 RESIDENTIAL AREA:
I COVER SHEET (772) 770-9622 LAND USE: DENSITY: ACRES UNITS
SURVEYOR: MERIDIAN LAND SURVEYORS MEDIUM DENSITY RESIDENTIAL: 8 UNITS/ACRE X 12.77 = 102.1
1.2
2 CONCEPTUAL PUD PLAN 1717 INDIAN RIVER BOULEVARD, SUITE 201 LOW DENSITY RESIDENTIAL: 5 UNITS/ACRE X 0.24 - 103.3
VERO BEACH, FL 32960
(772) 794-1213 E. TOTAL NO. OF DWELLING UNITS ALLOWED: 103.3
3 CONCEPTUAL PAVING, DRAINAGE AND UTILITIES PLAN SITE ADDRESS: NOT AVAILABLE F. TOTAL DWELLING UNITS PROPOSED: 64
G. DENSITY PROPOSED: 64/13.01 = 4.92 UNITS/ACRE
PROJECT LOCATION: SOUTHWEST CORNER OF MAIN STREET AND POWERLINE ROAD (CALCULATIONS BASED ON MAX. ALLOWABLE DENSITY PER COMPREHENSIVE PLAN.)
4 AERIAL STATEMENT OF USE: "RESIDENTIAL PLANNED UNIT DEVELOPMENT AND REZONING" OPEN SPACE AREAS:
SINGLE FAMILY SUBDIVISION (64 LOTS) A. REQUIRED:
RECREATION FACILITY (CLUBHOUSE AND POOL) ZONING OPEN SPACE AREA TOTAL
5 SURVEY TAX I.D. NO'S: 30-38-30-00003-0000-00000.4 PUD -R 50% x 13.01 = 6.50 AC
31-38-01-00000-7000-00001.0 B. PROPOSED:
31-38-01-00000-7000-00003.0 TRACTS A, D, E. F. G AND H: (OPEN SPACE) 2.61 AC
PROPOSED MAINTENANCE ENTITY: PROPERTY OWNERS ASSOCIATION TRACTS B: SIDEWALKS/OPEN SPACE) 0.88 AC
TRACTS C: CLUBHOUSE/POOL/OPEN SPACE) 0.30 AC
DEDICATION OF IMPROVEMENTS: PRIVATE ROAD/ RIGHT-OF-WAY, PUBLIC UTILITIES LOT AREA: 2.71 AC
MEANS OF CONVEYANCE OF OWNERSHIP: FEE SIMPLE TOTAL AREA: 6.50 AC
\ \ TOTAL AREA- 13.01 AC. OPEN SPACE: 50.0% (6.50 AC)
EXISTING LAND -USE: MEDIUM LOW DENSITY ITY (5 UNITS/ACRE)RE) C. LITTORAL LITTORAL
I TORALLNCALCULATIONS:
ZONE PROPOSED
EXISTING ZONING: RM -8, MEDIUM DENSITY (8 UNITS/ACRE) - 12.77 ACRES D. NATIVE UPLAND CONSERVATION CALCULATION:
RS -10, SINGLE FAMILY (MINIMUM LOT SIZE 10,000 SF) - 0.24 ACRES NO NATIVE UPLAND AREAS ON SITE.
PROPOSED ZONING: PUD - RESIDENTIAL PLANNED UNIT DEVELOPMENT E. WETLANDS: NO WETLANDS ON SITE
EXISTING SITE CONDITIONS
CONSTRUCTION SCHEDULE: - PRESENT CONDITION: UNDEVELOPED. VACANT
N
DATE OF COMMENCEMENT DATE OF COMPLETION - FLOOD ZONE "X" , AS SHOWN ON F.E.M.A. MAP
E�AT 1LJ D E � � I � � I� 3/15 3/17 N0. 12061 C0089 E, DATED 12/04/12.
SITE AREA / LAND USE TABLE: - SOILS: SCS SOILS MAP- IMMOKALEE FINE SAND
AREAS TOTAL - TOPOGRAPHY: VARIES 20.9 TO 24.5 (UPLANDS)
PARCEL 1: GROSS AREA: 13.01 AC PARKING/TRAFFIC CIRCULATION:
RESIDENTAIL PUD -R AREA: 13.01 AC
ALL OF BLOCKS ONE AND TWO AND YUCCA COURT OF SEBASTIAN GARDENS SUBDIVISION AS DWELLING UNITS: 64 UNITS - PARKING: ALL RESIDENTIAL DWELLING UNITS SHALL PROVIDE A
RECORDED IN PLAT BOOK 5, PAGE 58, PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA, DENSITY: 4,92 MINIMUM OF 2 PARKING SPACES WITHIN THE INDIVIDUAL
LOT AREA (64 LOTS): 7.74 AC DWELLING UNIT DEVELOPMENT AREA.
LYING SOUTH OF THE RIGHT OF WAY LINE OF MAIN STREET 80 FEET WIDE RIGHT OF WAY AS IT ALL ACCESSORY COMMERCIAL AREAS SHALL PROVIDE PARKING IN
TRACT 'A' ACCESSSTORMWROADWAY
MANAGEMENT TRACT: 1.77 AC ACCORDANCE WITH SEC. 54-3-10.6 CITY OF SEBASTIAN
NOW EXISTS. TRACT 'B' ACCESS ROADWAY TRACT: 2.38 AC
TRACT 'C' RECREATION TRACT: 0.30 AC LAND DEVELOPMENT CODE
TRACT 'D' OPEN SPACE: 0.08 AC - TRAFFIC CIRCULATION: MINIMUM 40 FT WIDE DRIVE PRIVATE
AND TRACT 'E' OPEN SPACE: 0.13 AC ROAD RIGHTS-OF-WAY WITH MIN. 20 FT TWO WAY ROADWAYS SHALL
TRACT 'F' OPEN SPACE: 0.40 AC BE CONSTRUCTED SO THAT ALL DWELLING UNITS HAVE MIN. 30 FT
PARCEL 2: TRACT 'G' OPEN SPACE: 0.09 AC FRONTAGE ON SAID RIGHT-OF-WAY.
TRACT 'H' OPEN SPACE: 0.14 AC STORMWATER MANAGEMENT:
COMMENCING AT THE NORTHEAST CORNER OF THE NORTHEAST ONE-QUARTER OF THE PROPOSED - STORMWATER MANAGEMENT TRACT A
SOUTHEAST ONE-QUARTER OF SECTION 1, TOWNSHIP 31 SOUTH, RANGE 38 EAST, RUN NORTH DEVELOPMENT PARAMETERS: RM -8 RS -10 PUD -R PERIMETER INTERIOR SHALL SERVE TO DETAIN ALL REQUIRED STORMWATER RUN-OFF.
- MINIMUM LOT SIZE: 10,000 SF 9,500 SF 7,125 SF 5,500 SF*(A) 4,750 SF*A) - DRAINAGE EASEMENTS SHALL BE CREATED TO ACCOMODATE
89051'33" „ WEST ALONG THE SOUTH LINE OF THE ABANDONED SEBASTIAN GARDENS„ - MINIMUM LOT DEPTH: 100' 100' 100' 110.0' 95.0 * 1� THE LOCATION OF CONVEYANCE SWALES/PIPES.
SUBDIVISION, AS RECORDED IN PLAT BOOK 5, PAGE 58, PUBLIC RECORDS OF INDIAN RIVER - MINIMUM LOT WIDTH. 80' 80' 80' 50.0' *(2) 50.0' *�2) TRAFFIC:
COUNTY, FLORIDA, ABANDONED PER ORDINANCE 0-85-13, A DISTANCE OF 100.00 FEET TO THE - MINIMUM YARD SETBACKS: THE SITE IS ESTIMATED TO GENERATE 647 ADT, BASED ON AN ASSUMED
WEST LINE OFA 100 FEET WIDE PARCEL FOR PUBLIC ROAD RIGHT-OF-WAY AND UTILITY - FRONT BUILDING AREA: 25' 25' 25' 10' * 3 10' * 3 RATE OF 10.1 ADT/UNIT FOR SINGLE FAMILY, PER INDIAN RIVER COUNTY LDR,
PURPOSES OFFICIAL RECORD BOOK 754, PAGE 1611, INDIAN RIVER COUNTY, FLORIDA AND - FRONT GARAGE AREA: 10' 25' 25' 10' * 4 10' * 4 CHAPTER 952 (952.07) FOR A STANDARD SINGLE FAMILY DEVELOPMENT.
- SIDE BUILDING AREA: 1 d' 10' 10' 5' * 5 5' * 5
THE POINT OF BEGINNING. FROM SAID POINT OF BEGINNING RUN SOUTH 00008'22" WEST - SIDE GARAGE AREA: 10' 10' 10' 2' *161 2', *161 GENERAL NOTES:
ALONG SAID WEST LINE A DISTANCE OF 664.43 FEET TO THE SOUTH LINE AT THAT CERTAIN - MINIMUM SEPARATION DISTANCES: 25' 20' 25' 25' 10 *(7) 1.) THE SPEED LIMIT FOR BOB CIRCLE IS 25 MPH, MAIN STREET
PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 643, PAGE 1083, INDIAN RIVER COUNTY, - BETWEEN BUILDINGS: 20' N/A 20' 7' *(g) 7' *(g) IS 30 MPH, POWERLINE ROAD IS 30 MPH
2.) MINIMUM FINISHED FLOOR EL. REQUIRED: 25.00' NGVD
FLORIDA; THENCE RUN DUE WEST A DISTANCE OF 488.92 FEET TO THE EAST LINE OF - MAXIMUM BUILDING HEIGHT: 35' 25' 25' 25' 25'
"SEBASTIAN HIGHLANDS" SUBDIVISION AS RECORDED IN PLAT BOOK 5, PAGE 14, PUBLIC - MINIMUM LIVING AREA: 900 SF 1,200 SF 900 SF 900 SF 900 SF 3.) STREETLIGHTS AND UNDERGROUND ELECTRIC WILL BE PROVIDED.
RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE RUN NORTH 00°10'01" EAST ALONG - MAXIMUM LOT COVERAGE: PERMITS REPUIRED:
SAID EAST LINE A DISTANCE OF 263.16 FEET TO A FOUND PARKER KALON NAIL AND CARTER - BUILDINGS: 40% 30% 40% 50% *(9) 60% *(9) T. C.O.S. P D -R ZONING AND CONCEPTUAL DEVELOPEMENT APPROVAL
IMPERVIOUS AREA: 60% 55% 60% 60% 70% *(10) 2. C.O.S. PUD -R PRELIMINARY DEVELOPMENT PLAN AND PRELIMINARY PLAT
DISK; THENCE CONTINUE NORTH 00010'01" EAST, A DISTANCE OF 100.08 FEET TO A FOUND 1/2" - MINIMUM OPEN SPACE: 3. C.O.S. PUD -R FINAL PLAT APPROVAL
IRON ROD AND CARTER CAP; THENCE RUN EAST, A DISTANCE OF 7.46 FEET TO A FOUND 4"X4" - LOT. 40% 50% 30% 40% 30% 4. C.O.S. LAND CLEARING/TREE REMOVAL
CONCRETE MONUMENT AND CARTER CAP; THENCE RUN NORTH 00°10'01" EAST A DISTANCE - PROJECT: 40% 50% 50% 50% 50% 5. C.O.S. SUBDIVISION CONSTRUCTION PERMIT
- POOLS AND SCREEN ENCLOSURES: 6. C.O.S. RIGHT-OF-WAY
„
OF 302.44 FEET TO THE AFOREMENTIONED SOUTH LINE OF ABANDONED SEBASTIAN - SIDE: N/A N/A N/A 5' 5' 7. C.O.S. CONCURRENCY
GARDENS" SUBDIVISION; THENCE RUN SOUTH 89°51'33" EAST ALONG SAID SAID SOUTH LINEA - REAR: N/A N 10 10
A N A ' ' 8. C.O.S. TYPE 'A' FLOOD PROTECTION STORMWATER PERMIT
/ / 9. I.R.C. UTILITY PERMIT
NEGOTIATING DEVELOPMENT PARAMETERS: 10. FDEP SJR W.M.D. STORMWATER PERMIT
DISTANCE OF 480.52 FEET TO THE POINT OF BEGINNING. 1) WE ARE PROPOSING 95 FT FOR THE DEPTH INSTEAD OF 100 FT. 11. F.D.E P. WATER PERMITS
�2) WE ARE PROPOSING 50 FT FOR THE WIDTH INSTEAD OF 80 FT. 12. F.D.E.P. SEWER CONNECTION PERMITS
SAID LAND LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. 131 WE ARE PROPOSING 10 FT FRONT SETBACK TO BUILDING INSTEAD OF 25 FT.
4 WE ARE PROPOSING 10 FT FRONT SETBACK TO GARAGE INSTEAD OF 25 FT.
5 WE ARE PROPOSING 5 FT SIDE SETBACK FOR THE BUILDING AREA INSTEAD OF 10 FT. NOTE: PER BUILDING DEPARTMENT REVIEW: IN ACCORDANCE WITH FBC RESIDENTIAL SECTION 302.1
SAID PROPERTY CONTAINING 13.01 ACRES MORE OR LESS. 6 WE ARE PROPOSING 2 FT SIDE SETBACK FOR THE GARAGE INSTEAD OF 10 FT. SECTION 302.1 AND TABLE R302.1, THE EXTERIOR GARAGE WALL NEEDS TO BE RATED
7 WE ARE PROPOSING 10 FT REAR SETBACK FOR THE INTERIOR LOTS INSTEAD OF 25 FT. 1 HOUR AND THE PROJECTIONS NEED TO BE RATED 1 HOUR ON THE UNDERSIDE. OPENINGS
O OPENINGS IN THIS WALL WILL NOT BE ALLOWED AND ANY PENETRATIONS WOULD NEED TO BE
(8) WE ARE PROPOSING 7 FT SEPARATION BETWEEN GARAGE AND ADJACENT RESIDENCE OPENINGS IPROTECTED IN ACCORDANCE WITH SECTION R302.4.
INSTEAD OF 20'.
(9) WE ARE PROPOSING 60% (INTERIOR) AND 50% (PERIMETER) LOT COVERAGE INSTEAD OF 40%. NOTE: PER CITY COUNCIL RECOMMENDATION THAT ANON -MONOTONOUS COLOR AND ELEVATION PLAN
WILL BE SUBMITTED FOR CITY APPROVAL PRIOR TO FINAL PLATTING.
(10) WE ARE PROPOSING 70% (INTERIOR) IMPERVIOUS AREA INSTEAD OF 60%. NOTE: GARAGE SIDE SETBACK OF 2 FEET IS ONLY FOR LOTS THAT DO NOT HAVE A 10' EASEMENT ON
WAIVERS THE SIDE LOT LINE.
(A) WE ARE PROPOSING 5,500 SF (PERIMETER) AND 4,750 SF (INTERIOR) LOT SIZE INSTEAD NOTE: NO MORE THAN 50% OR 32 LOTS WILL HAVE GARAGE SIDE SETBACKS OF 2'.
OF 7,125 SF (RS -10 MINIMUM SIZE IS 9,500 SF X 0.75 = 7,125 SF) NOTE: NO GARAGES WILL BE BACK TO BACK WITH 2' SIDE SETBACKS. IF LOTS HAVE BACK-TO-BACK
\ (B) WE ARE PROPOSING A 40' R -O -W INSTEAD OF 50' GARAGES THEY MUST HAVE A MINIMUM 5' SIDE SETBACK.
(C) WE ARE PROPOSING A 385' SEPARATION BETWEEN MAIN ENTRANCE AND EMERGENCY ENTRANCE
INSTEAD OF 1,000 FT.
SCHULKE, B1 I I LE & L.L.C.
CONSULTING ENGINEERS AND PLANNERS
1717 INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACHFLORIDA, 32960 ENGINE �_-ERTIFICATIdN: DATE: FEB24 2011
CD L
48
PHON E(772)770-9622- FAX(772)770-9496 ❑0 WILLI HHBP. T'ODDAPE�_P.E. REG. No 57696
❑WILLIAM P. STODDA.RU, Ph.D., P.E. REG. No 57605
ADJACENT
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DITCH OF DEBR AND + - fl STORMWATER MANAGEMENT ° \ CHD=205.08
Q \ 2 `� w' \� i \ \ C.B.=S6T36'40 w
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VEGETATION. I J- 11 I o 76;912 SF S \
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L10' DRAINAGE I 10' DRAINAGE �t}t \vim 5'770 SIF
SEE SECTION A 3 I EASEMENT _ 1140 I 17.0' EASEMENT •° °: �� / \ \ \ o
SHEET 13. O 3 1 -
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GRAPHIC1 SCALE01 2W w 1w 2W
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PROPOSED DRAINAGE PIPE
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PROPOSED DRAINAGE JUNCTION BOX
EX SAN EXISTING SANITARY SEWERLINE
SANITARY SEWER MANHOLE LABEL
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FLOW DIRECTION
PROPERTY LINE
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PROPOSED STREET LIGHT
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PROPOSED DRAINAGE INLET (TYPE 'C')
PROPOSED MODIFIED MIAMI CURB INLET
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SANITARY SEWER MANHOLE
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PROPOSED DRAINAGE JUNCTION BOX
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SANITARY SEWER MANHOLE LABEL
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1992.26' ==EX *A _-C-AFi,A,-- - - EXN,,_ _
\ / 671.45' 100' EXIST. R W -
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ENGINEER CERTIFlCATIONt
❑ JO W. SCHIII.KE
. NO. 47048
B. BITTLE
EG. NO. 57396
AM P. STODDARD
"AM
57605
B 2 2 )15
DAV-:
SHEET
3
PROJECT NO.
J \ 14-051
Z QQ
-0 �Tl
SCHULKE, BITTLE & STODDARD, L.L.C.
S A N D C R E S T AERIAL CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING
CERTIFICATION OF AUTHORIZATION NO.: 00008668
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
TEL 7721770-9622 FAX 7721770-9496
MARK REVISION
DA TE
m
/HE DRAWINGS ARE THE
DRAWING
4051—CON
PROPERTY OF THE ENGINEER.
WHETHER THE PROJECT FOR
DESIGNED
JBB
WHICH THEY ARE MADE IS
EXECUTED OR NOT. COPY OR
DRAWN
JBB
USE FOR OTHER PROJECTS
IS PERMITTED ONLY BY
WRITTEN CONTRACT WITH THE
CHECKED
JBB
ENGINEER. UNAUTHORIZED
USE WILL BE PROSECUTED
SCALE
1 *= 50'
PURSUANT TO THE
PYRIGIff IAws.
DATE
9/17/14
MARK REVISION
DA TE
m