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HomeMy WebLinkAbout1999 - Site PlanP.O. NW'LY COR. GOV'T LOT 5 SEC. 5, TWP. 31 S, RGE. 39E of N83 L _ `� S7RSEBASTIAN C/Ty PARK N �o UNPLATTED l / c 2.6 ' S 76' 24' 31" W 114, I P. 0. B . 13.40' 9 7' O32.0' �.48' —`—� 7- EX. SAT. EX. DIRT DRIVE 1 0 e, DISH 6, 6' TO BE ABANOONEO--j�, I U e co GONG RELOCATE PALM z m Ad O iw a 3 f STEPS WHEEL STOP ZTYP,) I I TO THIS LOCATION o EX. 1 STORY CBS to — — iv — — 10,5' o 0 i 2 0 P0 RETAIL BLDG. z IL D 2 0 `T O U #1210 & #1212 x� io 14,4 5 L 14. 13 CD F.F.E.=15.70 U ^ 5 SPACES e 10' = 5Ln 0' `� N N W EX. SIGN a ao N) •�' x" J n, as rn o, x �•�s 32.0' 5,R d I d i� o� U I I EX. FENCE 14.2 O I I I To BE 0 NEW PA VE VENT f g EX. CUNC. PARKING I REhdf� D v a a I 6' HIGH ER PAD E 6' HIGH WOOD FENCE 0� I ti d 14,1 d ON THREE SIDES W/ F\ MATCH EX m / GATES OWNER_ ROBERT AND JULIET BRUN❑ 1820 E, SHELL LANE VER❑ BEACH, FL, 32963 561-581-0044 LEGEND 18.2 EXISTING SPOT ELEVATI❑N 19,0 PROPOSED SPOT ELEVATI❑N WPP EX. WOODEN POWER POLE ,rya DRAINAGE FLOW TRAFFIC FLOW C CALCULATED D DEED DESCRIPTION POC POINT OF COMMENCEMENT POB POINT OF BEGINNING OHW OVERHEAD WIRES EX. PALM > 10' HEIGHT NEW LIVE OAK (2 TOTAL) 8' HEIGHT ® PLANTING EX. LIVE OAK > 8' HEIGHT EX. 27" MANGO TREE > 10' HEIGHT NEW SHRUBS (30" O.C. 24" HEIGHT © PLANTIN EX. PALM TO BE RELOCATED 2 TOTAL c`ru EDGE OF II k I ■� \ n .. PAVEMENT 9' z-E �• a,` a 14.1 4' r PIGO C) RELOCATE PALM WALL TO THIS LOCATION Z " 10' 512' v ��� 8 SPACES R 10' = 80` CONC T d P 14.6XES p --- -- —13.8N 14.045 d 13'} — 4 HC S5.9' 3 .8 M Qa- CON(. WELL6' E OCE D o3W7.1 PUMP 8.35' 38.45' (j u, O O 7' clil o4.4' o 13.7 NEX. 2 STORY BRICK PER(, TEST 6 on I RESIDENCE STEPS N Site Benchmark #1208 co EX. CON( 11.75 N WPZP EX. 6' WOOD � 1 SET 1FENCE CUT IN TOP/WALL Z I EL.=15.5.13 FEET N.G.V.D. U � I MAIN FLOOR EL.=18.95 � 25' p 8.35' 1 38.45' A CONTROL 14.4' 4 CHIMNEY 01 STRUCTURE LIMITS OF W SEE DETAIL DEVELOPMENT EX. CON(. WALL o % 1 '+` HIGH 13.7 � EX. SPIGOT �'^� I.3• TO!-' EL. = 14.95 • t�j • EX. SPIGOT 11.7500 / ST❑RMWATER 2 12' TRACT U' LIMITS OF � DEVELOPMENT EX. CONC DRIVE i1J5 / � � 3 CV 29.4' 1�'' 40' Pb \I 3.5' / PARCEL "A" �30' �, / Q o EX. 1 STORY CBS M / , coNc. o #12os (#3 & #4) "' �O.R.B. 446, PG. 258 22,880 SQ. FT. 3 / -J,-> (De' 0.525 AC. +/— /o / 0 ANCHOR / 4 k 12.86' 29.4' � / ONE W 14. 7' 4' I to N CON( - 0 0 b, l .� i r..I h� GENERAL NOTES LEGAL DESCRIPTION: PARCEL "A" Per Warranty Deed recorded in O.R. Book 446, Page 258, Indian River County, Florida Public Records From the Northwest corner of Government Lot 5, Section 6, Township 31 South, Range 39 East, Indian River County, Florida; run Southerly along the West Boundary of said Government Lot 5 a distance of 382.06 feet to the South right-of-way line of Main Street; thence run North 83' 25' 31" East along said South right-of-way line a distance of 179.00 feet to an iron pipe at the Southeast corner of new U.S. Highway No. 1 and Main Street; thence South 17' 29' 29" East along said East right-of-way a distance of 203.40 feet to the point of beginning; thence South 17' 29' 29" East along the East boundary of U.S. Highway No. 1 a distance of 192.50 feet; thence North 73' 08' 31" East a distance of 12`7.35 feet; thence North 21 ` 22' 36" West a distance of 186.51 South 76° 24' 31" West a distance of 114.97 feet to the point of beginning. 5' UNREINF❑RCED CONCRETE F' = 3,000 P.S,I, W/ SAW CUTS WITHIN 24 HRS, OF PLACEMENT @ 20' ❑,C, EACH WAY 6' SUB -GRADE STABILIZED TO F,B,V, OF 50 P,S.I., COMPACTED TO A MIN. OF 987 OF MAX, DENSITY PER AASHT❑ T-180 CONCRETE PAVEMENT ALTERNATE NOT TO SCALE U N P L A T T E D STEPS�� �3. Hw tit' / 6' �' FENCE N 73' 08' 31 " E _ 49.81'(C) 49.70'(D) 3 — — — _ "�">' 15'E N 73° 08' 31" E 77_65' 0.,1' N. OF INE N 73' 08 13 E DITCH WPP 127.35' U N P L A T T E D 1, ALL CONSTRUCTION & MATERIALS SHALL COMPLY WITH CITY OF SEBASTIAN LAND DEVELOPMENTS REGULATIONS. 2, ALL TRAFFIC CONTROL SIGNS AND MARKING SHALL COMPLY WITH CITY OF SEBASTIAN ENGINEERING REQUIREMENTS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 3, DENSITY TESTS WILL BE REQUIRED AS DIRECTED BY THE ENGINEER, FOR SUB -GRADE & BASE. THE TESTING LABORATORY SHALL FORWARD TWO COPIES OF ALL TEST REPORTS TO THE ENGINEER, ALL DENSITY TESTS TO BE PERFORMED PER AASHTO-180 METHOD. 4, IF ANY UNSUITABLE SOILS ARE ENCOUNTERED UNDER THE PARKING LOT, DRIVE AISLE, AND/OR ST❑RMWATER MANAGEMENT TRACT, THEY SHALL BE REMOVED & BACKFILLED WITH CLEAN SAND, 5. THE CONTRACTOR SHALL VERIFY THE L❑CATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO DEVELOPMENT, 6, PAVING SHALL BE IN ACCORDANCE WITH CITY OF SEBASTIAN LAND DEVELOPMENT REGULATIONS AND FDOT STANDARD SPECIFICATION 1991, 7, ALL NUISANCE EXOTIC VEGETATION AS REQUIRED BY FELLSMERE LAND DEVELOPMENT REGULATIONS SHALL BE REMOVED FROM THE SITE 8, ALL PARKING SPACE MARKINGS WITH THE EXCEPTION OF THE HANDICAPPED PARKING SPACES SHALL BE WHITE, RETRO-REFLECTIVE TRAFFIC PAINT AND IN ACCORDANCE WITH THE FLORIDA DEPT. OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, SECTION 710. 9. SOD ALL GREEN AREAS ON SITE, UNLESS NOTED OTHERWISE, 10. ALL PARKING SPACES SHALL HAVE A PRECAST CONC, WHEEL STOP, HANDICAP SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH FDOT INDEX NO. 17346, iL THE CONTRACTOR SHALL INVESTIGATE SOILS AT THE PROJECT SITE PRIOR TO CONSTRUCTION AND REVIEW SOILS REPORT BY KSM ENGINEERING & TESTING, INC. DATED MAY 11, 1999, 12. REFER TO SURVEY BY WILLIAM ZENTZ FOR BOUNDARY AND TOPOGRAPHIC INFORMATION, PROJECT No, 121-001 DATED NOV, 21, 1998 AND PROJECT NO, 121-006, DATED APRIL 9, 1999, EAST PROPERTY LINE +I \ WEIR INV, = 13,5 �10 1 (lJ 1 RETENTION BASIN —� PLAN 6' 37 1 / 2' 6' FINISH GRADE EL, 13,75 WEIR INV, ' Q = 13.5 - #4 REBAR f co 4 a . (Ll a A SECTION 1-1 CONCRETE WEIR DETAIL NOT TO SCALE P. O. B. ° 12.25' I EDGE OF ASPHALT m 1.72 0 0.05'S OF LINE Q Ln EX6A S P H A L T 2 = O I UI a o I +L Qonm SPARKING Z } �o BRIC STEP a I 3� LC I GRET X. SEPPCC�L TANKN I d INLo� 20' U-) Lo 11 ❑ W 2.87' EX. 5' WOOD o 12.25' HALT PARKING FENCE EDGE 7 8 Q 0•38' 49,04' ANCHOR J EX. 8"WIDE Q_ WINGWALL PARCEL "B" n z I o 6,990 SQ. FT. I z WPP w 2.00' rn N EX 2 STORY CBS a o� COMMERCIAL BLDG. C\I TO BE CON VER TED TO o EX. CONG x ( 4 MULTI —FAMILY UNITS n o cn z ( o 50.15' CON( co N 73' 08' 31 " E 66. 70' C0NC. SIDEWALK WA TER METER r g A 3.7 5 EX. CONC. � HEADWALL tM1 WA SHIN G TON PL A CE 1 1/4' TYPE S-1 ASPHALTIC CONCRETE 6' LIMEROCK OR COQUINA ROCK COMPACTED TO A MIN, OF 987 OF MAX. DENSITY PER AASHTO T-180 8' SUB -GRADE STABILIZED TO F.B,V. OF 50 P,S.I„ COMPACTED TO A MIN.. OF 98% OF MAX, DENSITY PER AASHT❑ T-180 ASPHALT NPAVEMENT DETAIL VARIES VARIES 6' 13' 6' ST❑RMWATER MGMT TRACT MATCH EX.— — GRADE @ P.L. II- I- ' EX. GRATE INLET j SODLY I\ S 5 3 3 SECTI❑N A -A NOT TO SCALE wsic 7 1 1 SEB" Sr -AN CTTY low, .s PAEK cinwo v, t Id c .76 t,^ 5� � , Vic, ��.- � n-, '►� j .J _ Z� 7 dM3c ", , 1 t'AC t -y'� Q .3 IS23. U 1G M LOCATION AP ley I SITE DATA 1, ZONING: CL LAND USE; C❑MMERCIAL 2, FLOOD ZONE: X MAP NO, 12061CO077F DATED 7/2/92 3 AREA CALCULATI❑NS (PARCEL 'A')I A. TOTAL SITE AREA: 22,880 SF = 0,525 ACRES B. TOTAL EX, BLD'G AREAS 3,427 SF = 15.07 C. TOTAL EX, PAVED AREA = 2,825 SF D, NEW PAVED AREA = 3,740 SF E, TOTAL PROPOSED PAVED AREA = 6,565 SF = 283% F. TOTAL PROPOSED IMPERVI❑US AREA = 9,992 SF = 433% 0. TOTAL PROPOSED GREEN AREA = 12,888 SF = 56,3% 4, PARKING CALCULATION; PARCEL 'A' WITHIN DEVELOPMENT LIMITS A. SPACES REQ'D = 1,149 SF RETAIL X 1 SPACE/200 + 1 MULTI -FAMILY UNIT X 2 SPACES = 8 SPACES B. SPACES PROVIDED = 14 SPACES HANDICAP SPACES = 1 REGULAR SPACES = 13 PARCEL 'B' A, SPACES REQ'D = 581 SF RETAIL X 1 SPACE/200 + 4 MULTI -FAMILY UNIT X 2 SPACES = 11 SPACES B. SPACES PROVIDED = 5 SPACES REGULAR SPACES = 5 ADDITIONAL 6 SPACES PROVIDED ON PARCEL 'A' 5. TAX PARCEL NUMBER PARCEL 'A': 06-31-39-00000-0050-00011.0 6. TAX PARCEL NUMBER PARCEL 'B': 06-31-39-00000-0050-00007,0 LANDSCAPE DATA 1, CANOPY TREE REQUIREMENTS: PARCEL 'A' A. U,S. 1 R.O,W, = 44' X 1 TREE/35' = 2 TREES B. NORTH PROPERTY LINE = 78' X 1 TREE/50' = 2 TREES C. EAST PROPERTY LINE = 64' X 1 TREE/50' = 2 TREES D. SOUTH PROPERTY LINE = 62' X 1 TREE/50' = 2 TREES E, INTERI❑R LANDSCAPING = 10 SF X 14 SPACES = 140 SF 140 SF X 1 TREE/100 SF = 2 TREES F. NON -VEHICULAR OPEN SPACE = 12,888 SF X 1 TREE/3,500 SF = 4 TREES G. TOTAL TREES REQUIRED = 14 TREES H, TOTAL TREES PROVIDED = 26 TREE CREDITS 2 NEW TREES 10 EX, PALMS (3) 2' - 5' OAKS (3 TREE CREDITS) (2) 5' - 10' OAKS (4 TREE CREDITS) (1) 10' - 20' OAK (3 TREE CREDITS) (1) 30' MANGO (4 TREE CREDITS) ER❑SI❑N CONTROL THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION USING THE LATEST FDOT STANDARDS, BALED HAY, STRAW AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND WATERWAYS, THESE WILL REMAIN IN PLACE UNITL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY, PUBLIC RIGHT-❑F-WAY, WETLANDS, OR WATERWAYS, PERMITS REQUIRED 1, CITY OF SEBASTIAN SITE PLAN APPROVAL LEGAL DESCRIPTION: PARCEL "B" Per description contained in O.R. Book 1165, Page 1752, Indian River County, Florida Public Records Commencing at the Northwest corner of Government Lot 5, Section 6, Township 31 South, Range 39 East; thence run Southerly along the West boundary of said Government Lot 5, a distance of 382.06 feet to the South right of way line of Main Street, which has on 80 foot right of way, thence North 83' 25' 31" East along said Street line a distance of 179.00 feet to an iron pipe at the Southeast corner of New U.S. Highway #1 and Main Street; thence along the East right of way of New U.S. Highway #1, South 17' 29' 29" East a distance of 395.90 feet to an iron pipe; thence North 73' 08' 31" East a distance of 205.00 feet to a concrete monument for Point of Beginning; thence South 17' 29' 29" East a distance of 120.00 feet to a concrete monument on the North right of way line of Woshington Place; thence along the North right of way line of PWdr,biogtBegFidaq, North 73' 08' 31" East a distance of 66.70 feet to a concrete monument at the Northwest corner of Washington Place and Old U.S. Highway #1; thence along the West right of way line of Old U.S. Highway #1 North 25' 29' 29" West a distance of 121.48 feet to a concrete monument; thence South 73' 08' 31" West a distance of 49.70 feet to the NOT VALID WITH❑UT THE SIGNATURE AND THE DRAWN TNS TODD N. SMITH, P. 'Title to nil documents which P.E.Is the ORIGINAL RAISED SEAL ❑F A FLORIDA copyright of Todd N. Smith, E. Is vested DESIGNED T N S n /� jjj---��� LEX solely In Todd N. Smith, P.E. these LICENSED ENGINEER MYI\ JIdocuments nre provided to the owner4 1 III \/ Isolely h connection with this pro sect. CHECKED TNS 4 0 W. BRUNR M My other use or reuse of these 11th LANE S. documents or any reproduction, display, VERO BEACH, FL 32962 Sdoc„mentstby anyor* s a these ssty DATE MAY 1999 Y Y xP Y N o. DATE P h . (5 61) 5 6 7 —18 8 2 Smith, proh tea without consent of Todd N. Pi pursuant to the Federal SCALE 1' 20' DESCRIPTION SITE PLANCopyright Law,' 1999, TODD N. SMITH, PE. SHEET 1 0 f R E Vi SI ON S TODD N, SMITH, PE, #42082