Loading...
HomeMy WebLinkAbout2021-04-06 full set of plansVICINITY MAP GRAPHIC SCALE 0 20 40 (IN FEET) 1 inch = 40 ft. ?� LOCATION OF M xq' EXISTING FIRE / EXISTING FULL * eta LOCATION OF PROPOSED MONUMENT ACCESS PROPOSED EXISTING HYDRANT DRIVEWAY FORCE MAIN CONNECT TO SIGN (1 OF 2) PROPOSED STORM % EXISTING 8" HEIGHT: > 30 FT FULL ACCESS CONNECTION a ... / S S5� . ' MANHOLE WATER MAIN SIGN AREA: 150 SF DRIVEWAY I ss _ T YO ' TYPE "F" CURB BEN MARK ND N&TT CB V`= TYPE "F" CURB N cm Y ti 0 ID 10' RIGHT OF GRATF. E EV W � � 5.01' E 6.08' � START OF 8' TALL SCREEN )0 Offer WAY EX ION ' — H LINE S 1 -4, N.W.N.W 1 WALL PER LDC 7.09.04E _� 79 . —� A �l 00. SSCJ9°58'49"W ( °15°'A0 CABS AMP P.O.B. PARCEL 19.80 F xa O h r. e a° �� _• 16(0 LASH PIN 15" CABB G ALM z, (D) �) 89 0 C r4 N0. 124 s SMH„1, S o8' 6"W (D) N N8 6 W (C) .� g�f�DSC9P�@� �' — — — — — _ — � — — 23' bAD�9 L 0��� I PROPOSED 15" 0 CAB �AGE PALM a 20' BUILDING ±221.0 LF 8' TALL 6" SANITARY 2°' __IA I 15.t ¢y °� @U44y R EINCU; 2 SETBACK30 �� SCREEN WALL PER FORCE MAIN SEWER l 2p.C5 I D Q2S I PUBLIC LINE H LDC 7.09.04E PROPOSED 0 LkfE AK T/F G 2 o o LIFT STATION Ja, 00 I ;0 PROPOSED 6" GRAVITY ryro SANITARY LINE / / H LO coEND OF 8' TALL SCREEN " J m . 335 LF DISTANCE 0 FROM EXISTING 770, m ,r o WALL PER LDC 7.09.04E 1 2 S89'26'07"E (D) Loo � ` Q 0 P�'I, _ %' 20' S89-13'02"E (C) / / a SET IB � i y° ' 2o,29 FIRE HYDRANT TO ) 110.74D) 2S PROPOSED R15 — �• �\ QL 2 PROPOSED 2 I o c SER LINEC \ o. 00 BUILDING � 0 FIRE LINE I —_ — — N I 'SE 7 'PIN 4 1 1 START OF 8' TALL SCREEN GATE I PROPOSED IN! FENCE WALL PER LDC 7.09.04E \ PROPOSED WATER °^y (0 coc� a / LINE I I o � � I EXISTING �° / no p!;. _ PROPOSED ELEVATIONS BASED ON SIDEWALK Co . CO 20-87 g} I I ASPHALT NAVD 88 VERTICAL DATUM N o PINT I I DATUM CONVERSION: INE /! e / I PROPOSED STORM !! // / 20 I I STRUCTURE NGVD29 - 1.509' = NAVD 88 10s PINE 30, o� 4L . 13; PINE j o0 p I PROPOSED STORM 12" 0 PI E 0), // I I' p PIPE WITH LEGEND 21.14 ry g %'12'ir PINn I I II EXFILTRATION (AS Q / U x O REQUIRED)(TYP) 2" 0- '_ Q �0 / Y 1 1 Y 10' RIGHT OF WAY / / ^� _ 1 oo � � W TAKING 'J�z„ PROPOSED FIRE / a Li / °^ / SPRINKLER LINE °' } ¢ LOCATION OF �a 21.a1 a �� &L D- a PROPOSED FIRE CONNECTION TO THE 1 0 W I 00 / F v HYDRANT z a I / 70 I DIN / P E I Z LOCATION OF �U H n" /0 PI+� `" " PROPOSED F I PROPOSED FDC a LLB,• 20 2 POINT OF CONNECTION i p C1 IIQ 11; FOR WATERLINE 10 > (D m 00 C 4 o I< N I— Q PROJECT DIRECTORY DEVELOPER: STORAGE UNITS, LLC 350 E CROWN POINT ROAD, SUITE 1080 WINTER GARDEN, FL 34787 PHONE: (407) 347-9614 PHONE: (877) 917-2743 CIVIL ENGINEER: COMMON OAK ENGINEERING, LLC 1209 EDGEWATER DRIVE, SUITE 100 ORLANDO, FL 32804 PHONE: (407) 505-8374 GEOTECH ENGINEER UNIVERSAL ENGINEERING SCIENCES, INC. 820BREVARD AVENUE ROCKLEDGE, FL 32955 PHONE: (321) 638-0808 FAX: (321) 638-0978 SURVEYOR: STEPHEN J. BROWN, INC. 619 EAST 5TH STREET STUART, FLORIDA 34994 PHONE: (772) 288-7176 FAX: (772) 288-9995 GENERAL DEVELOPMENT NOTES PHASING: THE SITE IMPROVEMENTS SHOWN HEREIN ARE TO BE CONSTRUCTED IN A SINGLE PHASE WATER: ST LUCIE COUNTY UTILITIES WASTEWATER. ST LUCIE COUNTY UTILITIES ELECTRIC: FLORIDA POWER AND LIGHT ST LUCIE COMMERCIAL DESIGN STANDARDS: COMPLIANCE WITH ST LUCIE COUNTY COMMERCIAL DESIGN STANDARDS SIGN PLAN: COMPLIANCE WITH ST LUCIE COUNTY SIGNAGE ORDIANCE. NOTE_ THE DEVELOPER SHALL PROVIDE THE ST. LUCIE COUNTY/FT. PIERCE FIRE DISTRICT AND ST. LUCIE COUNTY SHERIFF'S DEPARTMENT WITH ADEQUATE ACCESS CONTROL DEVICES OR KEYS TO PERMIT EMERGENCY ACCESS TO THE PROPERTY. SIGHT LIGHTING: LIGHTS SHALL BE SHIELDED TO DIRECT ANY CLARE AWAY FROM ADJACENT PROPERTIES OR STREETS & WILL CONFORM WITH SECTION 7.09.04(K) OF THE ST LUCIE COUNTY LAND DEVELOPMENT CODE. LAND USE TABLE TAX PARCEL #: 1313-232-0002-000-1 LOCATION: SE CORNER TURNPIKE FEEDER RD & MIRAMAR AVENUE ZONING DISTRICT: COMMERCIAL GENERAL (CG) FUTURE LAND USE: COMMERCIAL (COM) CURRENT LAND USE: COMMERCIAL / RESIDENTIAL MULTIPLE -FAMILY (COM/RM) ADJACENT ZONING (NORTH): COMMERCIAL NEIGHBORHOOD (CN) ADJACENT ZONING (SOUTH): COMMERCIAL GENERAL (CG) ADJACENT ZONING (EAST): RM-9 (RESIDENTIAL MULTIPLE FAMILY) ADJACENT ZONING (WEST): COMMERCIAL NEIGHBORHOOD (CN) PROPOSED BUILDING SETBACKS REQUIRED/PERMITTED PROPOSED FRON I (WEST): 5' (� 25.00' REAR (EAST): 10' (MIN) 207.65' 2 SIDE AT CORNER (SOUTH): 20' (MIN) 59.75' LANDSCAPE BUFFER RONT(WES • 15' (MIN) 25.00' REAR (EAST): 10' (MIN) 20.00' SIDE (NORTH): 15' (MIN) 26.21' SIDE AT CORNER (SOUTH): 10' (MIN) 22.79' TOTAL LOT AREA (ACRES): ±194,885 SF 4.47 ACRES 100% IMPERVIOUS AREA (TOTAL) ±115,216 SF 2.64 ACRES 59.10% PROPOSED BUILDING ±34,400 SF 0.79ACRES 17.65% PROPOSED COVERED RV/BOAT ±27,913 SF 0.64 ACRES 14.32% PROPOSED CONCRETE ±2,633 SF 0.06 ACRES 1.35% PROPOSED PAVEMENT ±50,240 SF 1.15 ACRES 25.78% PERVIOUS AREA ±79,699 SF 1.83 ACRES 40.90% STORAGE UNITS: 2 725 TOTAL UNITS PARKING STALLS: 0.14 SPACES PER 1,000 SF OF GFA 103,200 / 1,000 = 14 STALLS REQUIRED 14 STALLS PROPOSED (3 SPACES OF THE 14 ARE FOR RV/BOAT PARKING) BUILDING GROSS FLOOR AREA: NA 2 FLOOR AREA RATIO: NA MAX BUILDING COVERAGE: 50% ±31.97% (INCLUDES COVERED RV/BOAT STORAGE) LOT WIDTH: 100 (MIN) PRIMARY BUILDING HEIGHT: 60' MAX ±46.5' 1 FEMA: FLOOD ZONE X FIRM PANEL #: 12111C0070J DATED FEBRUARY 19, 2020, ST. LUCIE COUNTY, FL THE REQUIRED PARKING RATIO FOR ITE LAND USE CODE 151 (MINI -WAREHOUSE) IS AS FOLLOWS: REQUIRED PROPOSED ; WEEKDAY:1.36 PARKING / 100 STORAGE UNITS 725 /100 = 7.25 X 1.36 = 9,86 10 12 + 2 HANDICAP SPACES OR WEEKDAY: 0.10 PARKING 11,000 S.F.GFA OR 103,20011,000 =103.2 X 0,10 = 10.32 11 12 + 2 HANDICAP SPACES ; WEEKDAY:1.57 PARKING/ EMPLOYEES , 1.57 X 2 = 3.14 3 12 + 2 HANDICAP SPACES 2 THIS GENERALIZED TRAFFIC ANALYSIS WAS UNDERTAKEN IN SUPPORT OF A PROPOSED DEVELOPMENT CONSISTING OF A 103,200 SQUARE FOOT STORAGE FACILITY TO BE CONSTRUCTED ON A LOT TO BE CREATED FROM PARCEL ID#:1313-232.0002-000.1, IN FT PIERCE, FLORIDA. ACCESS TO THE SITE WILL BE PROVIDED VIA A DRIVEWAY ON MIRAMAR AVENUE. m m CONCRETE PIPES, SHALL HAVE A FILTER > vi m FABRIC JACKET IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION ARE TO HAVE SLOTS, IN ACCORDANCE / I 4-i IX TO FDOT ♦ LANDSCAPE f I da ALL PROPOSED LANDSCAPING SHALL COMPLY TO ST LUCIE COUNTY LDC 7.09.00, R = 00' 12'� 'L90, = 90'00'00" ry PROPOSED PROPOSED �I• L = 39.27' ti DUMPSTER FENCE I o1 9 LOCATION PROPOSED 344.01' it. \ — I / — — — — — — \ TI ry6+ a TYPE D CURB ryah �'SZ s0 L� 2 PROPOSED PROPOSED O 0, DRY RETENTION POND I PROPOSED FULL ACCESS 0 O�D \ I I CONTROL R = 30.00' DRIVEWAY S> /, �1'Os\ I STRUCTURE 0 = 17°27'07" 00 I S9\ L = 9.14' I �F ��\ I LOCATION OF C I �1iy� D E TE � Q e\ \ e CABLE TELEVISIONBOX D� ti' 2 I I END OF 8'TALL SCREEN 1�� / �� PROPOSED CONNECTION +�1, (2) H2O �QjPI WET WALL PER LDC 7.09.04E 51.96' ry��.y DETENITION STING POND VALVES 5YG tGe I-----------7/ S G / EXISTING POND _ -- \ �G / 574.84' END P' 23� » W/ PRM 3 3- 5' ^� S S 8 S89c 59r 58 W (D) 17( FND PK & W FND M & W 57 W (C) 7 LB 4286 W/ BL LB 6852 N89° 46 \ > >e RAISED D PK W �� � ti�� CONCRETE W/ LS 390 .\ �G LOCATION OF ' V" ww\\ LOCATION OF EXISTING WATER ,� Vv EXISTING SANITARY + VALVES SEWER MANHOLE �i r _ N A TTE D Q��� ROSS DRAINAGE E MENT jr PM or\� B 1143 2759 r Exit Rate l ` Total>>INDRIO ('R( 151, )" ` e+. Ouse 1131-113'KS-F1 1-51, 1 1,98 G.10 13 8 5 0.17 22 10 12 i Not Now Trip Generation 998 13 S 5 22 10 12 ;t"t Trip Cenerahon an&lysts based an lTE Tnp Generation Manwo, 10 "' Edetion THIS ANALYSIS ASSESSES THE POTENTIAL TRAFFIC GENERATION OF THE PROPOSED DEVELOPMENT, / o PROPOSED 78 GATE I c1t � _O I " LL VACANT LAND IN ACCORDANCE WITH FDOT STANDARDS, BASED ON THE PROPOSED USE, MINI WAREHOUSE (ITE 2 I I CODE 81151) AND GENERATION FIGURES SUPPLIED BY THE TRANSPORTATION ENGINEER'S TRIP BIKE RACK ~26 Y 61 O I I GENERATION REPORT, 9TH EDITION, THE PROPOSED PROJECT IS EXPECTED TO GENERATE 198 DAILY PROPOSED MONUMENT @ 4p)/ �o l0l 45' m I TRIPS AND 35 PEAK HOUR TRIPS AFTER PASS -BY TRIPS ARE TAKEN INTO ACCOUNT. SIGN (2 OF 2) /<O/� / —40 45 W I ±447.1 LF F TALL TRIP GENERATION RATES FOR THE PROPOSED DEVELOPMENT WERE OBTAINED FROM THE INSTITUTE HEIGHT: > 30 FT T/F V' / ` Z l D SCREEN WALL PER OF TRANSPORTATION ENGINEERS (ITE) TRIP GENERATION REPORT, 9TH EDITION, THE PASS -BY RATES SIGN AREA: 150 SF / I I A h A WERE OBTAINED FROM THE ITE TRIP GENERATION HANDBOOK, 2ND EDITION. / / / � U T I —T — LDC 7.09.04E 0 PROPOSED ' R20^ry ¢ Q a n D- I a DRAINAGE SYSTEM: `�X' 7 0'� FENCE + t d I o "O DRAINAGE SYSTEM WILL CONSIST OF NEW STORMWATER INFRASTRUCTURE WHICH SHALL FND 5/8" 0 IB & C 22 05 Oglj C9 r ti ry FLOW TO DRAINAGE AREA ON WESTERN PROPERTY AS SHOWN. W/ 3333 l Gi�yM ? R8' � R25' 0 �- I N 0.0T W 0.08' / h r n R25' z H- I z 'L`1' r /'' J h + U� I p 15" 0 CABBAGE PALM ° o I I DRAINAGE NOTE: CO R �� 4rr� 2 g c _ - S O r�i I I D ALL DRAINAGE PIPE JOINTS INCLUDING ROUND N ryry �� ..� . 3 BijCK. LOCATION OF S /ryti SC gVF R EXISTING STORM My 0 Ac �0 N �5 ° ._ ' MANHOLE 0 c PROPOSED 5' 92- 1 C> ry SIDEWALK (AP XI (AP OXIM LO ATION) LOCATION OF EXISTING STOP SIGN LOCATION OF EXISTING WATER VALVES �j^) tiSOR¢3 / kk � � I t SITE PLAN; 0C. & Number SITE PLAN APPROVED 3 A. t,rOVC11 Doc. & Number 2 0 tA 0 �n 0 In 1,7 z �m ti � 0 � U � M � Z J�o O LL (0 0 ^ CP J C It Z U) r W Z �ui08 O � � J Vu)Uoa Q W d W LLI �--' 0 M z LL z z Qv uZ r COMMON OAK ENGINEERING 1209 EDGEWATER DRIVE, SUITE 100 WINTER PARK, FL. 32789 '407)951-5915 CERTIFICATE 6OF AUTHORIZATION: 32644 U' W } p Q m m 0 I.-. (D Q 2 J LL U) O J Z U Y m m K m IY � z � z w w 00 U U U U 0 0 it W 00 � CO c z0 w U w U fn J J LU V) Cf) O N N W N 0 o Z—N p, ENGI+ 111II111�"&P�F# t S..mC+EIVS+�;•«•1S1O TTr F a' JEP.E. Ct R7�r,65� PROJECT If 220.051 DATE SHEET 03/26/2021 SCALE SPZ.O 1:40 SITE PLAN tanning 8 Deuslopwf Services APR 0 6 2021 RECEIVED PROJECT DIRECTORY DEVELOPER: STORAGE UNITS, LLC 350 E CROWN POINT ROAD, SUITE 1080 WINTER GARDEN, FL 34787 PHONE: (407) 347-9614 PHONE: (877) 917-2743 CIVIL ENGINEER: COMMON OAK ENGINEERING, LLC 1209 EDGEWATER DRIVE, SUITE 100 ORLANDO, FL 32804 PHONE: (407) 505-8374 GEOTECH ENGINEER: UNIVERSAL ENGINEERING SCIENCES, INC. 820 BREVARD AVENUE ROCKLEDGE, FL 32955 PHONE: (321) 638.0808 FAX: (321) 638-0978 SURVEYOR: STEPHEN J. BROWN, INC. 619 EAST 5TH STREET STUART, FLORIDA 34994 PHONE: (772) 288-7176 FAX: (772) 288-9995 SITE PLAN APPROV D 7 6 aa/ Approv I Date Goal- ��/ Approval DoC. &Number UTILITY PROVIDERS WATER: ST. LUCIE COUNTY UTILITIES 2300 VIRGINIA AVENUE FT. PIERCE, FL 34982 PHONE:(772)462-1150 CONTACT:DANA WARD ELECTRIC: FLORIDA POWER AND LIGHT ST LUCIE 10930 GLADES CUT OFF RD PORT ST. LUCIE, FL 34986 PHONE:(772)462-0555 SEWER: ST. LUCIE COUNTY UTILITIES 2300 VIRGINIA AVENUE FT. PIERCE, FL 34982 PHONE:(772)462-1150 CONTACT:DANA WARD STORM: SOUTH FLORIDA WATER MANAGEMENT DISTRICT 780 SE INDIAN STREET STUART, FL 34997 772-223-2600 COMMUNICATIONS: COMCAST 261 SW PORT ST. BOULEVARD PORT ST. LUCIE, FL 34984 PHONE:(800)266-2278 CONSTRUCTION DRAWINGS FOR SELF STORAGE wl SE CORNER TURNPIKE FEEDER RD & MIRAMAR AVENUE litr Carless Dr Sari call" Dr i s Sr I Touch +� n t31xt� die etiEs Rd ,fames Rd takeout, 0 193 IM5I AYE PROJECT LOCATION 7 Chevron PREPARED FOR: STORAGE UNITS, LLC. PARCEL NUMBER: 1313-232-0002-000-1 S AERIAL MAP NOT TO SCALE �[ ocirym y Nino's Lakewood Park ?4klavw , faknow- lmliwrrp r, 8 t c°` m 9 SUNSHINE 310 9 re QBealk Out! 1WBsh a Fald sT nullM storE 9 11 Lxpress }P' I 1ladrlo Cro SSsngs Shopping Center Chinn Garden shonPing M0 McDonald sgrr,,,l ?1keruE • u+'livnrw LOCATION MAP � `_findr)e-- NOT TO SCALE Auto Parts S niPaYRnf11VP LEGAL DESCRIPTION THAT PART OF THE SOUTHWEST V44 OF THE NORTHWEST Y4 OF SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA LYING EAST OF SUNSHINE STATE PARKWAY FEEDER ROAD (S.R. 713) AND NORTH OF INDRIO ROAD. LESS AND EXCEPT ROAD RIGHTS -OF -WAY AS DESCRIBED IN THOSE CERTAIN DEEDS RECORDED IN OFFICAL RECORD BOOK 685, PAGES 1449 THROUGH 1451, AND OFFICAL RECORD BOOK 649, PAGES 027 AND 028, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA, LESS AND EXCEPT: THAT PART OF THE SOUTHWEST'/4 OF THE NORTHWEST''/4 SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, LYING EAST OF SUNSHINE STATE PARKWAY FEEDER ROAD (S.R. 713) AND LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT A POINT (P.O.C.) BEING THE SOUTHEAST CORNER OF THE SOUTHWEST'/4 OF THE NORTHWESTIA OF SAID SECTION 13, RUN THENCE NORTH 00- 02' 03- WEST ALONG THE EAST LINE OF THE SOUTHWEST Y4 OF THE NORTHWEST Y4 OF SAID SECTION 13, 708.55 FEET TO THE POINT OF BEGINNING (P.O.B.); THENCE RUN SOUTH 890 59' 58" WEST, PARALLEL WITH THE Y4 SECTION LINE, 760.46 FEET; THENCE RUN SOUTH 44' 59' 58" WEST, 51.71 FEET; THENCE RUN NORTH 45- 00' 02- WEST, 268.56 FEET; THENCE RUN NORTH 750 00' 02" WEST 202.22 FEET TO THE EAST RIGHT-OF-WAY LINE OF SUNSHINE STATE PARKWAY FEEDER ROAD (S.R. 713) AND THE END OF THIS DESCRIBED LINE, GENERAL REVISION LOG NO: DATE: REVISION/ISSUE: SHEETS REVISED BY: 1 12/17/20 ST LUCIE COUNTY DRC COMMENTS SP2.0, SP3.0, SP3.1, SP3.2, SP4.0, SP4.1 RWB 2 03/23/21 ST LUCIE COUNTY DRC COMMENTS SP2.0, SP4.0, SP4.1 RWB PLAN SHEET INDEX SP1.0 COVER SHEET SP2.0 SITE PLAN SP3.0 LANDSCAPE PLAN SP3.1 TREE PRESERVATION PLAN SP3.2 IRRIGATION PLAN SP4.0 TRUCK TURN EXHIBITS SP4.1 DETAIL SHEET A1.0 SITE LAYOUT A2.0 1ST FLOOR FLOOR PLAN A3.0 2ND FLOOR FLOOR PLAN A4.0 3RD FLOOR FLOOR PLAN A5.0 ELEVATIONS A6.0 ELEVATIONS A7.0 BUILDING PERSPECTIVES A8.0 STORAGE UNIT INFORMATION SURVEY LEGEND: ® NO. OF PARKING SPACES # / CXA DETAIL NO. / SHEET ' HEAVY DUTY ASPHALT PAVEMENT PROPOSED CONCRETE SURFACE —w— WATER LINE — UGE ELECTRIC LINE ss WASTEWATER LINE - BFH BURIED FORCE MAIN - UGT TELEPHONE LINE 4 FIRE HYDRANT N VALVE WATER METER BACKFLOW PREVENTER WITH CONCRETE PAD 75.40 SPOT ELEVATION (TO TOP OF PAVEMENT UNLESS SPECIFIED OTHERWISE) FLOW ARROW A# REVISION NUMBER PDC FIRE DEPARTMENT CONNECTION z 0 V3 0 J �m � � o U M z ZLjL O ^ 3 Z 0 J � z�w�0 ;> d V w CD W 5 o a Of d w w O I` O �.c�, z LL z CM > u �r u Ez o= r COMMON OAK ENGINEERING 1209 EDGEWATER DRIVE, SUITE 100 WINTER PARK, FL. 32789 (407)951-5915 CERTIFICATE OF AUTHORIZATION: 32644 0 z W o(nQ i z Q = ��o CO CO =) Q = U) 0 J OILL J w z Y r m m z O LU a O z ENGI 1 ft& E# %* e r 0 -v; ••° i� O't° o JE P.�,4 r PROJECT # 220.051 DATE SHEET 03/26/2021 S P 1 SCALE N.T.S. 1.O COVER SHEET p] v v IT FINISH BRACES AS SHOWN. SUPPORTS SHALL 18 ° I I Do DoGRADE yN REMAIN IN PLACE A MIN. OF 6 MONTHS. HP 30 P MULCH AS SPECIFIED jjj///ES ♦ RI I -n — I \„ ORIGINAL ROOT BALL i `-' - PLANT PIT DIG TWICE THE SIZE OF FND 4 I Z1 PREPARED PLANTING BOIL AS TOP BF / s ROOT BALL THE ROOT BALL SHALL BE SOD ♦ I SPECIFIED NOTE WHEN USED ¢ PLANTED TO THE ORIGINAL DEPTH AS IT + J _N 60D 2, i6 I TAMP TO PREVENT OA GROUMWVERS ARE USED IN ,� OCCURRED IN THE NURSERY CONTAINER HP i--( MASSES BRIBE BED IS TO BE HP U SETTLING EXCAVATED TO RECEIVE PLANTING 3 OROESTABLIWN ST ONGRADE ROOT FIBALELD SHALL SOD UNLESS SIT ON UNEXCAVATED NATIVE IL -., a OTHERWISE SPECIFIED. BACK FILL WITH CLEAN SAND SD ' .. .. - _ THOROUGHLY WASHED IN. . .. .. ... .' SOIL & PUNT MATERIAL R R 25 00' 0 = 90'00'00" BAHIA S...ElEO 3 SHRUB AND GROUND COVER DETAIL NTS 6"SOIL SAUCER. Vo _ " " ' "'1. �I L = 3 4 PALM PLANTING DETAIL NTS _......................... ... s 27 / Vo GENERAL LANDSCAPE NOTES I i. ALL PLANTS TO BE NURSERY FLORIDA LAN, OR BETTER AS AND PART UNDERGRADESF FLORIDAANC 7. NO TREES SHALL BE PLANTED CLOSER THAN 3 FEET (3') FROM THE EDGE OF PAVEMENT \..• ... ... .. I_ / STANDARDS FOR NURSERY PLANTS, PART I, 1983 AND PARTII, STATE OF FLOTO ALLOW ADEQUATE TREE TRUNK PROTECTION. LTUR TALLAHASSEE D ANY AMENDMENTS TnEF A ..... .... DEPARTMENT AND OF M R FLORIDA,A CE WITHT S c FO R .. 8. LANDSCAPE CONTRACTOR SHALL BE BE LEG LLY LIABLE FOR ANYSTABILITYDAMAGE CAUSED D , I ` � � � ' ' ' ' / MATERIAL SHALL PLANTED IN E 1 J 2. ALL TREES AND PLANT MA ACCORDANCE WITH THE CONDITION OF ALL TREES AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED Sa \BA?WFs?�.... - ..• ••.•• I \�<J• SPECIFICATIONS WTHE STATE DEPARTMENT OF AGRIOULTURE AND CONSUMERBy THE x� � �. ALL_AWN AREA INSTABILITY OF OD MATERIAL. ' ' ' ' ' ' � � � ' I�. � I SERVICES, DIVISION OF FORESTRY, `BEE PROTECTION MANUAL FOR BUILDERS AND BE O PROPOSED'.'.'.........•... . . / / SE 9. DRAGGED TO ALEEL SHALLRDE.ALL DEBRIS TO SIE REEVED AND O ...... . , .. ' ' ' ' ' ' ' ' ' ' I 1 - 7� DEVELOPERS', OCTOBER, 1980. DRAGGED TO ESTABLISH A LEVEL FINISH GRADE. ALL DEBRIS TO BE REMOVED FROM 4Rh.RETNTiON PQNR:: 1 I 3. THE LANDSCAPE CONTRACTOR(CONTRACTEDBVOWNER,N.I.C.) THE SITE. 6 O :..._.L. I R = 30, 00' I -,.� ' 6 SHALL BE RESPONSIBLE FOR ALL MATERIALS AND ALL WORK AS CALLED FOR ON THE 10. SOD SHALL BE FREE OF WEEDS AND PESTS. IT SHALL BE LAID EVENLY AND ROLLED, ' t •" ', -' Q= 17'2T07' / LANDSCAPE PLANS. THE LIST OF PLANT QUANTITIES ACCOMPANI THE PLANS SHALL WITH TIGHT FITTING JOINTS. THE SOD SHALL CONTAIN MOIST SOIL WHICH DOES NOT FALL .. .. L - 9 00 I BE USED AS A GUIDE ONLY. IF VARIATION OCCURS BETWEEN THE PLANS AND THE APART OR TEAR WHEN LIFTED. ALL AREAS NOT PAVED OR OTHERWISE LANDSCAPED 4' PLANT LIST, THE PLANS SILAII CONTROL SHALL BE SODDED. SOD SHALL BE ST. AUGUSTINE OR EQUAL. " #' I �('� .,�� 4. ALL TREES, SHRUBS AND ORWND COVERS SHALL BE PLANTED USIMGASOIL MIXNRE 11. ALL LANDSCAPE AREASTO BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND SYSTEM, I PREPARED ACCORDINGLY(2/J EXISTING SOIL, 1/3 PEAT). WITH 100%COVERAGE, SACKFLOW PREVENTOR,& RAIN SENSOR DEVICE. O'.',',.............,,•,�.•,.•.... .�...•..•.'.•.'.'.... .' \ fL S. THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL DIRECT SPRAY HEADS AWAY FROM ANY NATURAL AREAS AND PAVED SURFACES. J , PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH AM' COMPACTED FILL TO 12. THE TREE CALIPER OF ALL CANOPY TREES SPECIFIED ON THE PLANT LIST SHALL BE . ..................... ..- I / NATIVE SOIL SHALL BE ACCOMPLISHED TO AID DRAINAGE. MEASURED AT FOUR AND ONE HALF FEET ABOVE GRADE. . ........ ... S. ALLPLANTBED AND BAST S6HALL BE TOP OREESED WfTH THREE 13. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OCCURRING ON SITE J EOPA$EEi... . I 51.96' INCHES (3•)0 ON -CYPRESS MWA CJ. /\ OR ADJACENT AREAS, INCLUDING BUT NOT LIMITED TO BUILDINGS, PAVING, UTILITIES, ETC. ,\ .. • . . , }•. !!! III \\\ WHICH IS CAUSED BY PREPARING OR INSTALLING ANY AND ALL PLANT MATERIAL. ® -:VALVES ��. rf4 I --'---------- / .. . . I fiA j EXISTING POND S OD FND PK & &X \l p W/FIRM 333 ��'. S8 `59'58"W (D) 130 & W FND M & W » W/ X4286 W/ BL LB 6852 N 8 9 46, 5 7 W (C ) 3 RAISED D PK PM �O CONCRETE W/ LS 390 �G1 CURB 2 cb ,� l^aj J U N P L A TTE D ROBS DRAINAGE E MENT � I B 1143 2759 ,r�-�- BURIED UTILITIES NOTE /✓��� BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED J UPON INFORMATION OBTAINED FROM UTIUTY COMPANIES AND FIELD hO EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE. 0 1 - 800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. ORE YOU DIG... RR' 1-8 0-432-4770 ��$s)\� / UTILITIES PROTECTION CENTER IT'S THE LAW "flkEES PLACED WITHIN 10 FEET OF DRAINAGE LOT 1 STRUCTURES OR PIPE SHALL INCLUDE A ROOT ( NO ID 0 IP GRAPHIC SCALE SS �. BARRIER PRODUCT TOPROTECT THE DRAINAGE - —S •SS S "' W 01' 116.12 0 20 40 SS $ ------------ - ---------- sYS_TV!. o MRAar� avE�vuE (IN FEET) na / FND N&TT ND K W N 6 I ( 60' R/W ) NO ID GR TE LEV 1 4 I B 67 I'D N 5.01' E 6.08' = 1 . I/.- (O.R.B. 649, PG. 27-28) 1 inch = 40 ft. — — — — PLANT LIST ---OL BOTANICAL NAME MINIMUM DROUGHT NATIVE QUANTITY (COMMON NAME) SIZFJSPACING A TOLERANCE FLORIDA M_ ELEVATIONS BASED ON soot 2s.00' - 2 '" c & c`- — - - Eor l ry -•' 67 ( ASPHALT CMP B3 NAVD 88 VERTICAL DATUM rr ° B B C S89'58'49"W 0 CABB" - f1o" 0 PINE v? P.O.B. vo 15 DATUM CONVERSION: Sao g 58'46"„u I 89D '�0 LEG NGVD29 - 1.509' = CONVERSION: 88 / NO. 124 - I 216.6T (D (C IIC 3.. 1 C LASH ':PIN 15" CABBIAG I ALM �g•5 'Ew (D) / �— 2N841(C) 12" 0 PINE v v RI q SMH I P �• f D� � I 15" 0 CABTA E IPALM LEGEND / _ - - - 23' LAUREL OAK I 24" 0 OAK / ®� V o°o / 0' BUILDING ,R`EL OAK 15" 0 CABBAGE PALM _, _ , 15.LIN ZIP / 0 f o CD o -SEWER LINE TO 10' RIGHT OF WAY 42�$� 00 SETK E Ut 6852 �"U i PUBLIC LINE EASEMENT cD 4 2 3 .` 14" 0 LI OAK I JA TAKING / yy LE SOD" y 1 60,3ii/L ' O D� I ZP / SOD �'�w�! H ; ;.I .,�;r'r _ � \,' h " 15" 0 LIVE HE SOD HP � loco I I B$ HP 24 , J 0 O N „ J "/. •'� SOD LE 5 / / ae � �C I �� VO LE )/ i S89-26'07"E (D) EXISTINGPINETREESPROTECTED SOD +,, : /V' 189'13'02"E C) SET IB �O c5`\ ow PM AI WITRVEGETATION TO REMN. J OM HP X R LINES NE L EASEME - � -- PI % / NT \ � � � ;. •,,/��i� �- SOD > a / 0 PINE iiii/ /SO� I LIFT STATION QUERCUS VIRGINIANA 12' N.HT. 2.5" (SOUTHERN LIVE OAK) CA ' CL AR YES YES 32 TRUNK MAGNOLIA GRANDIFLORA 12'-14' IN.HT. 2.5" CAL.MIN. T CLEAR YES YES 9 (SOUTHERN MAGNOLIA) TRUNK TAXIODIUM DISTICHUM 12' MIN.HT. 2.5" CAL.MIN. 5' CLEAR YES YES 14 (BALD CYPRESS) TRUNK ILEX X ATTENUATA 12' MIN.HT. (EAST PALATKA HOLLY) 2.5" CAL. YES YES 13 BURSERA SIMARUBA 12' MIN.HT. (GUMBO LIMBO) 2.5" CAL. YES YES 13 EMERALD GODDESS LIRIOPE 12"-14" MIN.HT.1 (LIRIOPE MUSCARI) GAL. 24" D.C. YES NO 375 RAPHIOLEPIS INDICA 18" MIN.HT 3 GAL. (INDIAN HAWTHORNE) 24" O.C. YES NO 300 ZAMIA PUMILA 24" MINAT.3 GAL. (COONTIE) 30" O.C. YES YES 213 JASMINEASIATIC 6"-8"MIN.HT.1 GAL, (ASIAN JASMINE) 18" O.C. YES NO 840 BAHIA SEED QUANTITY TO BE CALCULATED yES YES TBD BY CONTRACTOR VIBURNUM ODORATISSIMUM SPREAD. YES NO 694 (SWEET VIBURNUM) 3 GAL. 36" O.C. PODOCARPUS MACROPHYLLUS 48"R 0" MIN. SPREAD. YES NO 80 (PODOCARPUS) 15 GAL. 38" O.C. 18" IN.HT.18" SPREAD. YES YES 283 (FIREBUSH) 3 GAL. 30" O C. QUANTITY TO BE CALCULATED BAHIA BY CONTRACTOR YES YES TBD OI I SITE 36" 0 C�-.:. PLANT QUANTITY + / / 134R00 [' / // � I ♦ 78 I `i CIDcQ N1° 1 0 PINECID ov / / HP I I NOTE: PLANT SYMBOL / O Q /%�"���/ / ° ° I WHERE GALLON REFERENCES MAY CONFLICT WITH HEIGHT/SPREAD AND CALIPER MEASUREMENTS, 0) Lo�°� ° THE HEIGHT/SPREAD AND CALIPER MEASUREMENTS SHALL GOVERN. l / 40 .10 1 0 PINE ^'N O 1 0 PINE ov Nf 1y �r T{AEES OREMAI 3' 0 PINE �� °:. ,36" 4" (. PROTECT TREE W/ AEINF. q� II RUBBER HOSE. a _ RED 4" 0 PINE 4 k. / I jf J 13"� PINE .S O D RED PLASTIC FLAG ON ?C RED PLASTIC FLAG ON / , / 12" PI E CQ N /'V RI yC2 l � WIRE ABOVE GROUND. WIRE ABOVE TURNBUCKLE 1 8 4" ABOVE GROUND (TYP) & 4" ABOVE GROUND. (TYP) RUBBEfl / �" 0 X� I I HOSE ON 3" MIN. MULCH OR 12"/ PINE Q- O (C/ / i� �( I Z (V 3" MIN. MULCH OA 18 _ N r I 35 ' 0 OAK EACH AS SPECIFIED. AS SPECIFIED. C /� LE Y. MAJOR 12" 0 PIN / Y I TRUNK �� 6° BERM TO HOLD 6" BERM TO HOLD x U) (TYP) WATER. WATER. 1 PINE 7 / I Q LLJ D Q I ; 1" ABOVE DOUBLE STRAND #10 GAUGE V ABOVE DOUBLE STRAND #10 GAUGE PINE H } ¢ } FINISHED GALV. WIRE, TWISTED & GAILY. FINISHED GALV. WIRE, TWISTED &GALV. R C L d I I O SO GRADE BUCKLE. f _ - GRADE BUCKLE. �j,�� HP — 4. PE Y Z I a •.• -. li FINISHED GRACE - FINISHED GRADE ,� Cf Iv Q V �°C/L ram. a F F, LL N2"BELOW GRADE. X4"M' STAKES BURIED Z 2"&`ff STAKES BURIED Py-' IN LL � 3" 3" BELOW GRADE, Q — — SOD min m Op 3 HP N I T TAMP TO PREVENT PREPARED PLANTING TAMP TO PREVENT PREPARED PLANTING CN(+j SETTLING SOIL AS SPECIFIED. SETTLING SOIL AS SPECIFIED. I / O 0 ° (DI O1 MULTI -TRUNK DETAIL NTS O2 TREE PLANTING DETAIL NTS V m / Q p SOD H / I D I, PRUNE AND TIE FRONDS. A MINIMUM OF (7N _ 7 FRONDS WITH HEMP TWINE. FRONDS TO W HP Soo •' Z W I A A I A GRADE AT WHICH SHRUB GREW PREVIOUSLY. REMAIN TIED UNTIL PALM BECOMES Y W — (MIN. 1" ABOVE FIN. GRADE) ESTABLISHED. Q Q I I PAD TRUNK WITH 2 LAYERS OF BURLAP 3' MIN. MULCH LAYER TO PROTECT THE TRUNK. USE A MINIMUM PLANTING SOIL FOA GRDUNRCDNER I OF 2"X4 X18'D STEEL BANDS TO TIE GALVANIZED FND 5/8 ' G IB & G LE /, / E 'j d O M.DEPrHOF WOOD BATTENS AROUND W 3333 / t zP E /;/!i S D a LL I I 0 15" 0 CABBAGE PALM BED,i APART VENT SCESLIP To BATTENS 120° N 0.0T W Q08' ! a + f + PREVENT SLIPPAGE. SOD 70 ~ T7 v v v OF EACH SUPPORT ATSANGLE TAND TF M CUT TOP �I o v° yv 60.00 I OD ` IGE INL L TOENAIL INTO BATTENS AN GROUND AP IAA / sMy oRAesR& N 75 ,0 0 1 oil / O ry C W (C> EOP DRAINAGE INLET (APPROXIMATE LOCATIO'00N) VUA CALCULATIONS: TOTAL VUA 75,964 SQ.FT, 75,964 / 18 = 4,221 SQ.FT. INTERIOR LANDSCAPE REQUIRED. 1 TREE PER 180 SQ.FT. = 24 TREES REQUIRED. 4,643 SQ.FT. OF SHRUBS AND GROUNDCOVER PROVIDED, 26 INTERIOR TREES PROVIDE. 24 + 2 EXTRA TREES FOR PARKING STALL ISLANDS. NOTE: ALL DISTURBED AREAS TO BE SODDED AND RESTORED TO A CONDITION EQUAL TO OR BETTER THAN PRE -CONSTRUCTION CONDITION. NOTE: ALL IMPROVEMENTS ARE PARALLEL AND PERPENDICULAR TO THE BUILDING UNLESS OTHERWISE SHOWN. NOTE: CONTRACTOR SHALL FIELD VERIFY UTILITY POINT OF CONNECTIONS LOCATION, ELEVATION AND TYPE PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF RECORD OF ANY DESCREPANCIES BETWEEN THE PLANS AND EXISTING FACILITIES. RICK ABT 5349 HUGH HOWELL RD. STONE MOUNTAIN, GA 30087 404-909-2736 wil z 1=0 t7 r m Q 1 0 � M O Z J �_ o O O LL 00 .9)-1 �oZ0 r W Z Lu o � Q W z Co �(�OD U � CL W LLI p F_ O L0 Z LL z M > z Qz O= Y COMMON OAK ENGINEERING 1209 EDGEWATER DRIVE, SUITE 100 WINTER PARK, FL. 32789 (407)951-5915 CERTIFICATE OF AUTHORIZATION: 32644 Z Q Q 0 z w m O O v 0 C J LL U) OCD ILL! _J Z U Y m U z W CD U U U 0 LLI (n O O W U J N CD N W O O z ENGINEER'S NAME & PE# ".MauwMaA!•.. •• NDSC � ' STATE OF �''•.��Q�Ic�,,111L I RICK AST FWPoDA NA j1321 PROJECT # 220.051 DATE SHEET 03/26/2021 SP3.0 SCALE 1: 0 LANDSCAPE PLAN GRAPHIC SCALE 020 40 (IN FEET) 1 inch = 40 ft. ELEVATIONS BASED ON NAVD 88 VERTICAL DATUM DATUM CONVERSION: NGVD29 - 1.509' = NAVD 88 LEGEND 1O' RIGHT OF WAY TAKING FND 5/8" 0 IB & C W/ 3333 N 0.07' W 0.08' BURIED UTILITIES NOTE LOT / LOT 1 LOT 1 \ FIND 3/4" 0 IP f \ NO ID ' S 0.11' W 0.17' 116.12' _ FND N&TT BENCHMARK: o MIRAMAR AVENUE CB NO ID GRATEOELE`. NORTH LINE S.W. 1/4, N.W. 1/4 NND PK & W toI ( 60' R/W N 5.01' E 6.08' = 18.78' � / LB 6790 — - - — — - - i_-( (O.R.B. 649, PG. 27-28) -- - —25.0 — - -C & G - (3`�Bgogggl ASPHALT CMP P.O.B. S89°58'49"W (D - 15" 0 CABB*B .J PARCEL �F::?:::i(;..: }4:;i?(:'::: 1 .. a r \ / ... ..... ...216.8T (D)(C) R 8. ........:::. Q /t ) Q6 tits t (�/ :,SH PI 15" CABBIACE I ALM N0. 124SMH S S89'58'46"W (D) c "1 i I 4 N ^AF' BLIFFE(; I 1 I / g�jCA��@UF�F_@N89_48'O6"W (C) _ �._ 23 15" 0 CAB AGE (PALM / ® PARCEL N0. 24 —� 1'A DEL' 4 15" 0 CABBAGE PALM 1 15.00' " Q 8 0 IB & __ O / U o SE (NOT INCLLID ) I' L 68 3 3 14" 0 LIh OAK I 1 WER LINE TO Qy 1, 60,3 .57 p^ I PUBLIC LINE EASEMENT 1,66&07 n o I TREE PRO A 44) TR to �O CIO rV /00rV O t D'- ee ee n J/ If 15 0 LIVE I I 10" 0 PINE IN (D)' �eIP. W (C) 12" 0 PINE 1 24" 0 OAK F ROTECTED r / �t S89-26-07"E (D) O REMAIN. 0 N, L/ - _ .' S89'13'02"E C Ooa "'\ o- J 110.74' C)(D)) SET IB c SEWER LINES \ o- 0 A2" PINE EASEMENT ° ,�00 ♦. 15" 0 BBAGE PALM I � ION BARRIE J 1e PINE % I — — LIFT STATION REDTS SITE O J/ ♦ i 36" 0 OAK E 1 0 PINE I ` I 1 0 PINE OPINE 0L EOM / 1 0 4IN0E i" QZ� 1 LIV I I I I u zh 13; PINE 12" 0 PI E mry u / 2'1 PINE oi��[A / ® 0IN, O 1 / 12" 0 PIN - �' Y I i 35" 0 OAK PINE M /,d Q W I I a LU / „PINE DAR 0 }a I �a / _ O a � Oo R PIE I Q I I cai PINEg 4 Q LL I Q UL O 1= m / CID OCJ I O0 I I W j O I N I + 0.' RE N 15" 0 BB L 15" ABBAa PA a 0 r RGnP I LA I I 15 CAB IE (' LM } PALM Soy bR U�l N;7 °DO ®2„ N /4 °4 4 �,� (D) 92.2 (C) EOP1 DRAINAGE INLET r (APPROXIMATE r '�\ LOCATION) Y 1 r I I I I BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE MICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE O 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. CALL BEFORE YOU DIG... 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW ♦ t TION) ;2) H2O 7AXES FND 4X4 TOP BR Nm jr NO ID am O U U-1 F_CIO �. O ch GO t P4 ♦ *5 0 ��` \` \\N, �O OOO PROPOSED\\\ DRY RETENTION POND \ \\ \ FND dK & W W/ PRIM 3333 04 PALM *15" 0 CABBAGE PALM R = 25.00' = 39.27'oo" L m L = 39.2T l 1 s3 R = 30.00' 1 A = 17'27'07" L = 9.14' y / 51.96° '0— as-49.11'J �.-----------.. \ - `S \ EQ? ©SSMH N FND PK&W �FIND M &W r\ W/ LB 4286 W/ BL LB 6852 RAISED -.— (�� ��G� CONCRETE CURB \ '4 .< o9 I, z), U N P L A TTE D ��-\�y ROSS DRAINAGE E ME B 1143 2759 r �-J -J G EXISTING POND S8�°59'5812W (D) N89°461572)W (C) BARRIERS PLACED AT PROTECTED RADIUS 11) TREE BARRIER DETAIL TREE PROTECTION NOTES 1. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED BY SITE CONTRACTOR TO PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNATED TO REMAIN. PROTECTION BARRIERS SHALL BE ERECTED PRIOR TO CONSTRUCTION OF ANY KIND ON THE SITE. 2. BARRIERS SHALL CONSIST OF PROTECTIVE WOODEN POSTS TWO (2) INCHES BY FOUR (4) INCHES OR LARGER PLANTED IN SUFFICIENT DEPTH TO BE STABLE WITH AT LEAST FOUR (4) FEET OF POST VISIBLE ABOVE THE GROUND. POSTS SHALL BE PLACED NO CLOSER THAN FIVE (5) FEET TO THE TRUNK UNLESS PROPOSED PAVING CONSTRUCTION WILL NOT PERMIT. POSTS SHALL BE NO FURTHER THAN SIX (6) FEET APART. REFER TO TREE PROTECTION BARRIER DETAIL. EACH SECTION SHALL BE LINKED TOGETHER WITH ORANGE POLYPROPYLENE NET FENCE MATERIAL. 3. PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED TO WITHIN FOUR (4) INCHES OF THE EXISTING GRADE, 4. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTECTION AND GENERAL PLANTING REQTS. AS DEFINED BY LOCAL JURISDICTION. 5. PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM SITE. 6. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER ZONES. 7. BARRIERS SHALL BE PLACED AT THE TREE CANOPY LINE EXCEPT ADJACENT TO THE PROPERTY CONSTRUCTION AREA WHERE IT MAY BE AT ONE HALF OF THE CANOPY DISTANCE ON ONE SIDE ONLY. TREE PROTECTION BARRICADE XREMOVED EXISTING TREE TO BE LOCATION 6" 0 NTS Tree # Species DBH in inches Comments 1 Cabbage palm, Sabal palmetto 15 Healthy REMAIN/OFF-SITE 2 Cabbage palm, Sabal palmetto 15 Health REMAIN/OFF-SITE 3 Cabbage palm, Sabalpalmetto 15 Healthy REMAIN/OFF-SITE 4 Cabbage palm, Sabal palmetto 15 Healthy REMAIN/OFF-SITE 5 Slash pine, Pinus elliottii 16 Healthy REMAIN/OFF-SITE 6 Slash pine, Pinus elliottii 13 Healthy REMAIN/OFF-SITE 7 Slash pine, Pinus elliottii 13 Healthy REMAIN/OFF-SITE 8 Laurel oak, Quercus lauri olia 23 Healthy REMAIN/OFF-SITE 9 Cabbage palm, Sabal palmetto 15 Healthy REMAIN/OFF-SITE 10 Live oak, Quercus virginiana 15 REMAIN Health -codominant tree with No. 11 11 Live oak, Quercus vir iniana 14 Healthy REMAIN/OFF-SITE 10-11 12 Laurel oak, Quercus lauri olia 24 Healthy REMAIN/OFF-SITE 13 Slash pine, Pinus elliottii 40 Poor, the top of the tree was cut out due to the powerlines. REMAIN/ON-SITE 14 Slash pine, Pinus elliottii 30 Healthy REMAIN/ON-SITE 15 Slash pine, Pinus elliottii 28 Healthy REMAIN/ON-SITE 16 Slash pine, Pinus elliottii 26 Healthy REMAIN/ON-SITE 17 Slash pine, Pinus elliottii 16 Healthy REMAIN/ON-SITE 18 Slash pine, Pinus elliottii 21 Healthy REMAIN/ON-SITE 19 Slash pine, Pinus elliottii 18 Healthy REMAIN/ON-SITE 20 Slash pine, Pinus elliottii 16 Healthy REMAIN/ON-SITE 21 Slash pine, Pinus elliottii 18 HealthREMAIN/ON-SITE 22 Slash pine, Pinus elliottii 17 Healthy REMAIN/ON-SITE 23 Slash pine, Pinus elliottii 15 Health REMAIN/ON-SITE 24 Slash ine, Pinus elliottii 18 Healthy REMAIN/ON-SITE 25 Slash pine, Pinus elliottii 17 Healthy REMAIN/ON-SITE 26 Slash pine, Pinus elliottii 19 Healthy REMAIN/ON-SITE 27 Slash pine, Pinus elliottii 20 Healthy REMAIN/ON-SITE 28 Slash pine, Pinus elliottii 19 Healthy REMAIN/ON-SITE 29 Cabbage valm, Sabalpalmetto 15 Healthy REMOVE/ON-SITE 30 Cabbage palm, Sabal palmetto 15 Healthy REMAIN/OFF-SITE 31 Cabbage palm,Sabal palmetto 15 Healthy REMOVE/ON-SITE 32 Cabbage palm, Sabal palmetto 15 Healthy Healthy REMOVE/ON-SITE REMOVE/ON-SITE 33 Cabbage palm, Sabal palmetto 15 34 Cabbage palm, Sabal palmetto 15 Healthy REMOVE/ON-SITE 35 Cabbage palm, Sabal palmetto 15 Healthy REMOVE/ON-SITE 36 Cabbage palm, Sabalpalmetto 15 Healthy REMOVE/ON-SITE 37 Live oak, Quercus vir iniana 13 REMOVE Health Health Healthy -codominant tree with No. 38 REMOVE/ON-SITE 37-38 REMOVE/ON-SITE 38 Live oak, Quercus virginiana 17 39 Cabbage palm, Sabal almetto i__15 v v vv EXISTING OAK TREES v TO BE v v REMOVED TREE SIZE TOTAL # OF TREES TOTAI I NOHFS RFMn1tFn I NrHF,Q 13 INCH -OAK 1 13" 13" 17 INCH - OAK 1 1 1 17" 117" GRAND TOTAL TREES REMOVED = 2 30" 30" EXISTING PALM TREES TO BE REMOVED TREE SIZE TOTAL # OF TREES TOTAL INCHES REMOVED INCHES PALM TREES 1 8 N/A N/A GRAND TOTAL TREES REMOVED = 8 N/A N/A NOTE: ALL DISTURBED AREAS TO BE SODDED AND RESTORED TO A CONDITION EQUAL TO OR BETTER THAN PRE -CONSTRUCTION CONDITION. NOTE: ALL IMPROVEMENTS ARE PARALLEL AND PERPENDICULAR TO THE BUILDING UNLESS OTHERWISE SHOWN. NOTE: CONTRACTOR SHALL FIELD VERIFY UTILITY POINT OF CONNECTIONS LOCATION, ELEVATION AND TYPE PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF RECORD OF ANY DESCREPANCIES BETWEEN THE PLANS AND EXISTING FACILITIES. RICK ABT 5349 HUGH HOWELL RD. STONE MOUNTAIN, GA 30087 404-909-2736 4n z 120 0 MAA LD Ci f77 A ' NQ t 0 I— CO z Z_ J 0 O _ 0 L_ CLOZ 00 ^ J r � r W h 0 — 0N O NUJI 0 Q LU Z) V�CD00 W W p F__ 0 M LL z z Y z .Y.IA Y uz Qz Y COMMON OAK ENGINEERING 1209 EDGEWATER DRIVE, SUITE 100 WINTER PARK, FL. 32789 '407)951-59" CERTIFICATE 0OF AUTHORIZATION: 32644 0 w % 0 0 Q = 0 (0 m P :D V) Q 2 0 0 LL U) O _j Z � Y dd UII M ME 0 0 w �Z C0o U Z O w J W Of 0 N 6i O Z ENGINEER'S NAME & PE# ,••pNN11g1� NDSC ,'�O,•` , �o � 'pfL9•- '• STATE a' of �s MCK AST FLORIDA F LA 01321 PROJECT # 220.051 DATE SHEET 03/26/2021 SP3.1 SCALE 1• TREE-PRESV. PLAN 1 J I. LUUIC- UUUIV 1 T, YL-UMIUH / LOT 1 LOT 1 ' LOT 1 GRAPHIC SCALE I i \ FND 3/4" 0 IP FN 0 20 40 ( � NO ID / ': ` S 0,11' W 0.17' No' J \ SS/ S ASS SS S 0_ (IN FEET) / BENCHMARK a T�p pA,{^ FND N&TT CB TOP ,yob o M11lt11V1t4R AVENUE °6° 1 inch = 40 ft. T`r NO ID GRATE ELEV + g� FND PK & W 0 I 6O' R W +ry A N 5.01' E 6.08' 1878' NORTH LINE S.W. 1/4, N.W. 1/4 ry° W/ LB 6790 ELEVATIONS BASED ON _ _ _ do tip �` �,+ y I�.l (O.R.B. 649, PG. 27-28) +ry NAVD 88 VERTICAL DATUM so ,9� 25.00' ,�� 28" c & c— — �9 _ �° Eon— — - --- --- 00' S r _ B. '6'k% PG.27 " o » °�° ASPHALT CMP D+ DATUM CONVERSION: G �' S8g 58 49 W ( 15" a GABBY �� NGVD29 - 1.509' = NAVD 88 P.o.6. °PINE PARCEL d'Fti:.. A o / N0. 124 19.80 S .... ..::.n$' �?" _,� 216 6T D)(C R.' E`•' 8 '� 3�' O 16(C LASH PI 15" CABB(4G I ALM g 5 D P14 1 6fYNF 3 32 '8 1 D CA FEE 2C 4 l0 W ( ) 12" 0 PINE LEGEND q� SMH P SS. ��� I I , (C) 23' bAUREL OAK A 15 CAB�A E PALM 10' RIGHT OF WAY / 0 °' 15.00' 0 OAK v bi_RR'�vTe^" Z�F JJREL OAK+L 15" 0 CABBAGE PALM 0 I24" TAKING 20.� �� °ki (NUT INCLUD ) DL /68516 ��'c�i o I I SEWER LINE TO PUBLIC LINE EASEMENT 5; MNSECNLOG4TIox ' 3 3,�-` 14" 6 Llik OAK I 'L / ,�+ N. 1, 60,3�2.57 p p Do + + E. 8 1,66F�.07 �,0 15" 0 LIVE V ),- 4M � � � I I tV CEMrO `caNrxa.vFni lox O� I y w / S89.26'07"E (D) �� °S89'13'02"E (C) SET IS r/ q „uS�(MTONMNNl1NE0 .� / / �, 110.74 (CC)(D) nn a S 2" PINE / EASEMENTS 0 PINE ♦ 15" 0 BBAGE PALM I _----��� / THEE PROTECTION RABBI — — I.,TREECREORS U / I ,10� LIFT NATION C 20.45 / y� ♦ I + SITE +p 36" 0 OAK 00 N �NE 15" 0 PINE 00• (V) /,\ Q C- + + 1 / t M GO20.67 1 0 PINE / N �0 1 0 PINE .Q 3" 0 E OA /� LIV 13' 0 PINE 2C9 I II 36" 0 OAK 4" 0 PING �Co h a 13; PINE pJ p (o' / I n I 15" 12" 0 N // ' / I / 21.14 rya 12"/ PINE 4-113, 44/ ' O X c9 12" 0 PIN / I Y^ I I I 35" 0 OAK CO / 1 PINE / I I Q w� I / C PINE a Lou a v t d r 4 / 1� IGyE / a r, r` �` z I 00 +ti°6 0� IRRIGATION LEGEND 0 FULL 6" POP-UP SPRAY HEAD 570-8-F a 1/4 6" POP-UP SPRAY HEAD 570-8-Q 0 1/2 6" POP-UP SPRAY HEAD 570-8-H 0 1/3 6" POP-UP SPRAY HEAD 570-8-T q 2/3 6" POP-UP SPRAY HEAD 570-8-TT �I 3/4 6" POP-UP SPRAY HEAD 570-8-TQ • FULL 6" POP-UP SPRAY HEAD 570-15-F 1/4 6" POP-UP SPRAY HEAD 570-15-Q 1/2 6" POP-UP SPRAY HEAD 570-15-H 1/3 6" POP-UP SPRAY HEAD 570-15-T 2/3 6" POP-UP SPRAY HEAD 570-15-TT r 3/4 6" POP-UP SPRAY HEAD 570-15-TQ a CENTER STRIP SPRAY HEAD 570-4-CST n SIDE STRIP SPRAY HEAD 570-4-SST ■ END STRIP SPRAY HEAD 570-4-EST Oi .0 (• f_ DENOTES VARIABLE 6" POP-UP 570-15-ADJ SPRAY HEAD IN 15' PATTERN ❑ O ❑• DENOTES 4" POP-UP SPRAY HEAD OR ROTOR ON PVC RISER t POP-UP STREAM ROTOR �E 500 SERIES STREAM BUBBLER TORO PLASTIC VALVE - - - - CLASS 200 PVC MAIN LINE CLASS 160 PVC LATERAL LINE VALVE ZONE NO. ---------- za 62 1' VALVE SIZE __ PVC SLEEVE 4" IN DIAMETER VALVE GPM �_ PIPE CROSSOVER ���- BACKFLOW PREVENTER VALVES �- IRRIGATION METER 254-06-03 3/4" VALVES c❑ CONTROLLER LOCATION 252-06-041"VALVES TORO MODEL # CC-P09 Q RAIN SENSOR LOCATION 252-25-06 1.5" VALVES NOTE: MODEL NOS. SHOWN REFLECT TORO SPRINKLER HEADS, ANY HEADS OF EQUAL QUALITY MAY BE USED WITH THE APPROVAL OF THE OWNER. CONTRACTOR TO SIZE ALL LATERAL LINES AND INSURE THE PERFORMANCE OF ALL HEADS. WALL OR STRUCTURE 12" . INSTALL RISER 4" ABOVE INSTALLED PLANT MATERIAL n M 411 NT A R r E I Y BYITHE L.A. CHOSEN PINE PVC SCH. 40 RISER i I / /�• %/. '• Q I QC3I W 4M>e�varTa meac4m xa'Art + -- ULTRA VIOLET PROTECTIVE R E S I D _� - PVC CLAMPS MULCH / / ( 15" ABE PA IS �, " ron"`""°`"`"maar¢i"oaav,ME \ STEEL AN ;' PVC TEE OR ELBOW N c� 5' 0 BE ALM I „»mow �.ml�l I,� ��Mx� / 21.92 1 1 I FND 5/8" 0 IS & C W/ 3333 N 0.07' W 0, 08' BURIED UTILITIES NOTE BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE, OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE. 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS, CALL BEFORE YOU DIG... 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW LCVCIVLJ uexvuvEycx.x+rlf nuM®rovuax umw.povxa."p WRtl.LI.iIOWiLNf. B,PMPF0.4@ta. }, 1tltlgA[-0gElUtt" E. PiC G19µ tMEfKM M'RAtGP,A.MWI. fP1fIV1 Gp+XpEq! ,4 RLBYFRYµVtlFryp 1 ft¢0.iY11M411kN. n. mmuwoo W 7^ z BALE LM I 15 CAB E C p v LU O DRIP IRRIGATION DETAIL NTS O SHRUB RISER DETAIL NTS as 2.2.05/ Nq� I I ' SIDEWALK,CURB 0) 4 ABBAGE PALM ,y ETC. O B SPRINKLER BBAGE PALM Q I z FINISH NOZZLE I WALL OFBUILDING `1' / .-�� 4 �I•f - - F I y 15" CABBAGE PALM +ry1- GRADE SINGLE THROW 16 AMP Cn PRIMATE O I I TORO CONTROLLER SWITCH 60, 00, CO V PVC CONDUIT TO START TION) in I I CD BODY ASSEMBLY OF THE MAINLINE ,� I W q`V �M S �.tiTI UPJ, (9) H2O I C FLEX PIPE ,ELECTRICAL CONDUIT ryry• - h�' �`'`� I S 112' FOR SPRAYS SMH /ryV, �R �15" 0 CAB PALM I { 120V POWER WIRES 314' FOR ROTORS FND 4X4 N,RR GATICN MAINMNE PJ „MR C TPd �5 °00�`�`` <•wbO !D I ♦ I ELBOWE SXSXT OF TL 02 W .-•STREET ELL � � WIRE AS PER � \ LOCAL CODE 1 \ r 3 ' Jy (0 /rye ryJ�y I h I �I R = 25.001 _ ...- LATERAL LINE (C) EOPI ti� L^ I 0 39-27'00" a- L = 39.27' DRAINAGE INLET 3.T + I 7 LOCAT ONI) ATE ^ I a.'s i � - - - - - - C- - - - - - - - (� HEAD DETAIL NTS ® CONTROLLER DETAIL NTS (APPDXMGALV.90 GALV. NIPPLE , FINISH GRADE 1 VALVE BOX I 1 I I f+I I I Q. O, PROPOSE Q DRY RETENTION POND I 00, GALV. UNION PEN-TITE O / I s� �s, , CONNECTORS 6,0 ' �� \ I I R = 17"27'Do I / s5� L = 9.14' C`4 z - - CABLE SIGN SURGE FLOW" PLACE CONTROL /•J I I I I VALVE-- WIRES UNDER -� --- -- MAIN t O'`+ \ •$ (2) H2O 51.96' 0 GROUND LEVEL' / \ k ti I ti DOUBLE CHECK VALVE 6\ VALVES BACKFLOW PREVENTER 18• ANGLE TO MAIN WITH 45 DEG. -- y CA . v— . — _ — — — — — 7 ELBOWS S' - EXISTING POND GALVANIZED PIPE 6' MAINLINE \ `L— TO METER - ---ADAPT TO CLASS 200 PVC FND PK & 'n' > \ y i 23 , . yy - W/ PRM 3333 �EqF (js S MH '2'. 's • S89 59 58 W (D) 5 FND M & W O BACKFLOW PREVENTER NTS © ELECTRIC VALVE DETAIL NTS W/ LB 4286 W/ BL LB 6852 N 8 9P 46 5 7>y W (C) +v O� y RAISED D PK W h Q y30 CONCRETE W/ LS 390 �C1� iI- CURB ti2 NOTE: ALL DISTURBED AREAS TO BE �X + "� SODDED AND RESTORED TO A CONDITION EQUAL TO OR BETTER THAN o! -\�i ROSS DRAINAGE E MENT PRE -CONSTRUCTION CONDITION. U N P L A TTE D J B 1143 2759 NOTE: CONTRACTOR SHALL FIELD VERIFY �� POINT ya LOCATION,ELEVATION AND (TYPE PRIOR TO h CONSTRUCTION AND NOTIFY ENGINEER OF RECORD OF ANY DESCREPANCIES b BETWEEN THE PLANS AND EXISTING FACILITIES. RICK AST 349 HUGH HOWELL RD. 7, �a STONE MOUNTAIN, GA 30087 404-909-2736 z 0 41A ax IS L� ,.r Q 00 2 NO M O Z o O C:) LL �c)Z�o 00 J r'WCz ry D Q z co UU)�co an. W W 0 Ln Z Li- Z M � — u z uz �_ V COMMON OAK ENGINEERING 1209 EDGEWATER DRIVE, SUITE 100 WINTER PARK, FL. 32789 (407)951-5915 CERTIFICATE OF AUTHORIZATION: 32644 0 w >" z Q 2 ��O m CO = Q EL '- J ILL O W J z m lii 0 N z O U) LU F- O z ENGINEER'S NAME & PE# ..au..uu„ vp50 0• ,.•" STATE •'�; '•, it '• 81,- * RICK ABT FLORIDA RLA 321 PROJECT # 220.051 DATE SHEET 03/26/2021 SP3.2 SCALE 1r 40 RIGATION PLAN �> �\ LOT 2 / LOT 2 \� GRAPHIC SCALE \ GRAPHIC SCALE � � � \ GRAPHIC SCALE 0 25 50 \\� 0 25 50 LOT 1 0 25 50 LOT 1 � � LOT 1 • ( IN FEET) / (IN FEET) ( IN FEET) \ -- - 1 inch- 50 ft. 1 ---------------------- 1 inch = 50 ft. 1 inch= 50 ft. � �-------------- - - ------------ -- BENCHMARK FND N&TT BENCHMARK �'J FND N&TT BENCHMARK CE ELEVATIONS BASED ON FND N&TT CB TOP ELEVATIONS BASED ON ce TOP _ ELEVATIONS BASED ON NAVD 88 VERTICAL DATUM ~ N05�01' E Op 1VRIGHT OF GRATE ELEV RTH LINE S.W. 1/4, N.W. i/4� W/ NAVD 88 VERTICAL DATUM Y N0501' E 6.08' 10'RIGHTOF GRATE BLEV NORTH LINE S.W. 1/4, N.W. 1/4� Wj NAVD 88 VERTICAL DATUM Y NO5I01' E 6.08` 10'RIGHT OF GRATE ELEV NORTH LINE S.W. i/4, N.W. M1/4� F' WAY EXPANSION — WAY EXPANSION = DATUM CONVERSION: 6\ - `a7s' 7s.a' _ DATUM CONVERSION: 1a7.6' — 79.a' — DATUM CONVERSION: WAY .78 w i NGVD29 - 1.509' = NAVD 88 °00, z7 NGVD29 - 1.509' = NAVD 88 °00, pG 27 , NGVD29 - 1.509' = NAVD 88 61 \ — 79'8 PG. P.0.6 _ _ -.... --—:...... �r S89°58 49 W ( P.O.B. �, �'m S89 58 49 W (C P.D.B.__ 27 S89°58'49"W PARCEL /'' % ::.:.: r hiCR .... ... .... • _e / �.,,, PARCEL ........ F1't........:................... :....... ...::: .. r �GR i ' • / PAR S \ EL ," / :..:. i:i : (' 29&:82': C .. ....... ...... £ .. ........ /..................................... Z16.Br: C) .....Q`%...... .. v. •Y.i ' PARCEL .. t..cµ'yl..r.,:.:..........:.::::....:..:... .:... ..: t y.. . sas5e'as•Dw(Ei) N89 48 06 W ( No. ,24sMH sassa'as'Dw(D)�� N89 48 p6 W ( /No. 124) Q� N89°48 06 W .- Z16.6r D C e z Z N 1,160,33 .32 I ��^^yy SMH S89'S8'46"W D �� \ / p r i.32 N89'48'O6•W C P. L' J - / 3 N89'48'O6"W (C) P. / "y N. 1,16D 3.,. t._ ( ) / SMh ..41 O PA / Qv E. 851,451.41 "PA A" / �:" E. 851 451.4. ( ) 5 I� �J N89'48'O6"W C ® v� `PARCEL N0. J FND o o ¢y0 PARCEL NO. 2 J I ® r / FND 30,6 & g�^ / PARCEL N0. 24EJ o a (NOT IN ?)�E W/ L 6 3p 3 3 y ,( c, (NOT INCLUD )�3, xd/ 3; y s N. 1, .57 ' • p ^4• (It 32.57 • •�,t p^ ^ (NOT INCLUD ./� �' 3 3 E. fl!r�4i o., o? Glp� ro � ry�o r ro �� d" Zr) 70 S89'26'07"E (D) S89-26.07•E (D) /�S8913'02"E (C) SET S89'13'02•E (C) S89'26'07"E (D) r , ` 4Y' // • / y 110.74' (C)(D) SET // / 110.74' (C) D / 1�`+' / y S89-13.02•E (C) / q Ft15 / 15 / ^C• // 110.74' (C)(D) hCy , "ti �� Q� ■ S / 4 QQ ■� SET SE / �1Q~~' G>\ � I ■R15 " . }}I C��y.a + % ♦ / 15" 0 BBAGE PALM �.- I�. ♦ 15" 0 BBAGE PALM — / ♦ 15" 0 BBAGE PALM �? Cv O Q� m'N o ��rcvo III NLIVE CA O e `11111110 LIV 0 PVE CA // // // //• / =U' S' I // // //„� 2� S I / / /1 // , • U S, 11t{0 UV ■ 30' 30 ai G� ry r / � // 0�0`4"' / '•® / o� o� � // %/ p�� o © KW a0 9 )> n Q Y d - _ » r r ¢ } 0.0_ U tL Q ter_ 1 -R A }a ( zo' 4 ! R E- A a I �, 20' w s a }� �� °ROPE JII i) i� / I M 0 ALM C/✓ 18•15" ASBA6E. A A� C/7 b 76' 15" ABBA9E A I A� C/UUh� 78 0 B8 ALM15" ABBA@E PA Ao 2qy ! // Ao 2q'y ^ry 40' 45' o �N / 40' 45' 40' 45' / ITO C BAGE PALM 15 CAB E P LM A ti ` '.,;-AB E P L A i� L /rn BAGE PALM MMM //CAB E P L w a BAGE PALM A / OR/ ��. `. ' m 5" 0 CA OR/G/ _ } N 5;, 0 CA ORr 00, r } vl 6 dJ l cwl�" 0 C.....�5 - I ■ I /!I fwT 0 C R25'- �8 S, z a I I R25_ S, Z 8 R . _. / �`.' C7 ■ ~\ " 0 C PALM - „�� ,` ■�" ,,.>� PALM • V - V C F LI POLE RiS Q � � t i °YhJL ' ; d _. V AG `SON ( P ROXI) ATE m i� 0.00' 7 c vS�°j�rd L..., r O0 M i ■ ., I - I 110N -... a ^p 'P76 Q-�' �'`h �P7S• - ♦ 15" 0 CAB ALM j- ♦ 15" 0 CAB PALM , a1r E �� SM �� Pn : ■ SM/y l ,x g S,,� 0 r .. D 4X4 0 ♦ 15" 0 CAB PALM H :. � � ` e ♦ / . ' �_; � �� � OP B ■ h �__,,c �,a OP BR L� � '� ■ 111 TI � E NO JVI )) 3315 �) (APPROXIMATE LOCATION) ii U � i w d / (C) DRAINAGE INLE (APPROXIMATE I I LOCATION) •� OOO DRY RETENTIONODPOND } `EOP / (2) H2O v,aLves _ CA 49.11' FND PK & W , SSMH W/ FIRM 3333 ,5 EDP FND PK & W FND W/ LB 4286 W/ RAISE D PK \ CONCI W/ LS 390 CURB UN C-)� 7,50 40.40 3,00 14.60 WB-50 feet Tractor Width 8.00 Lock to Lock Time 1 6.0 Trailer Width 8.50 Steering Angle 1 20.8 Tractor Track i 8,00 Articulating Angle 1 70.0 Trailer Track 8.50 DELIVERY TRUCK CIRCULATION EXHIBIT DRAINAGE INLET M1 (APPROXIMATE LOCATION) 4/ _ \\\V\ � ems. PROPOSED I RTj° 00 DRY RETENTION POND ! 03 / (2) H2O VALVES s CA 49.11' �— FND PK & W W/ PRM 3333 S� �EOP SSMH FND PK & W FND W/ LB 4266 W/ E RAISEE lQ� CONCR W/ LSK390 -,� �J� CURB •`��' ' UNI �t`t hN4� S❑LID WASTE feet Width 8.00 Track 1 8.00 Lock to Lock Time 6.0 Steering Angle 1 40.0 DUMPSTER COLLECTION CIRCULATION EXHIBIT d,:I nn PROPOSED DRY RETENTION POND a> (2) H2O ®� VALVES S� CA, L 49.1 V FND PK & W SSMH W/ FIRM 3333 S `-�-EOP FND PK & W �FNO ^r� W/ LB 4286 W/ f RAISE CONO4- W/ LSK390 -, ss\`��J� CURB "" vv U N 7,00 22,00 Aerial Fire Truck Feet Width 8,50 Track 1 8.50 Lock to Lock Time 1 6.0 Steering Angle 133.3 FIRE DEPARTMENT CIRCULATION EXHIBIT IAI 2 A J J� qV y r �m ti C 0 �NQ v M .J 0 _Z 0(=)U. _� �oZv~0 0-)�P OC)J zT-- W Z O _ 1<1_ IJJ Z) VU)Uoo Lr a� W W 0 I"_' 0 LO Z LL Z CM Z tl u O= tl E COMMON OAK ENGINEERING 1209 EDGEWATER DRIVE, SUITE 100 WINTER PARK, FL. 32789 (407)951 5915 CERTIFICATE OF AUTHORIZATION: 32644 0 W Z Q 5 m 0E-C_7 U)Q 0 LL U) IL O J Z U) Y m�� mm V)0 Ww :E mi :5 M O U O U U 0_ U 0_ Z Z „ Orn O c ZO w L U U !7 J J � N W n � CN N p � o OJ'Al Z ENGI `E�W$j i iii # i . TATE OF ° ,o J P. PROJEC h DATE SHEET 01 /29/2021 S P4.0 SCALE 1:50 EXHIBITS k SIGNAGE INSTALLED ON A METAL COLUMN AT THE PROPER HEIGHT REQUIRED. PROVIDE ADDITIONAL SIGNAGE BELOW THE ACCESSIBLE SIGN AS REQUIRED PER REGULATIONS. BOLT SIGNS TO GALVANIZED METAL PIPE COLUMN Z , d• 6"DIAMETER CONCRETE FILLED xC? STEEL PIPE BOLLARD, n PAINTED YELLOW HANDICAP SIGN NOTES: ALL LETTERS ARE 1"SERIES "C" PER CONCRETE MUTCD. SURROUNDAROUND EIEE COLUMN ONE SIGN REQUIRED FOR EACH ", % ' ;a t . •-,- PARKING SPACE. INSTALLED SIGN HEIGHT SHALL BE _ CONFORMANCE WITH SECTION ao 24 23 OF MUTCD. SIGN MAY BE MOUNTED ON BUILDING OR WALL AT PROPER HEIGHT, IF NECESSARY, AND ALIGNED WITHIN 12" OF CENTER OF a2 IT VgHANDICAP PARKING SPACE. MINIMUM 1 ) HANDICAP PARKING SIGN NTS OFF SITE ON SITE W Z J UJ w a O ±23.41' a EOP 4 �1 PROPOSED DRY RETENTION POND E6 CROSS SECTION B-B NTS Future Curb And Gutter Construction �1 20' R Or As Shown On Plans %' ExP. Joint Valley Gutter Curb And Gutter PLAN 1'-2" P SECTION AA h 6" P-6" 1'-10" 1'-2" T b b '1pP B" 1-6„__. Q• P 4i .l x e kaP 8" 5'-0" SECTION BB 6" ]'-10" Ei n o SECTION CC VALLEY GUTTER When used on high side of roadways, the cross slope of the utter shall 9 Y� P g match the cross sloe of the adjacent The thickness of the li P acent pavement. j P P shall be 6", unless otherwise shown on plans. p Rotate entire section so that gutter cross slope matches slope of adjacent circulating roadway pavement. M For use adjacent to concrete or flexible pavement. For details depicting usage adjacent to flexible pavement, see Sheet 2, Expansion joint, preformed R joint filler and joint seal are required between curb & gutter and concrete R pavement only, see Sheet 2. 0 2 DESCRIPTION' HANDICAP PARKING SIGN & BOLLARD 6" WIDE TRAFFIC TRAFFIC WHITE BLUE STRIPE $ (TYPICAL) = 6" WIDE TRAFFIC G1% WHITE �./ STRIPE ° (TYPICAL) LL rc &USE OF PAVEMENT SYMBOL IN ACCESSIBLE PARKING SPACES IS OPTIONAL, WHEN USED 6" WIDE TRAFFIC BLUE THE SYMBOL SHALL BE 3' OR 5' HIGH AND WHITE IN STRIPE (TYPICAL) COLOR. II}2"(TYPICAL) 12'-0" I 6.0" I 12,.0- 2"(TYPICAL)�I REFERENCE FOOT INDEX HANDICAP NOTES: 71 "Ol & 700-102 FOR HANDICAP NISHED GRADES OF PAVEMENT (WITHIN HANDICAP AREA AND ADDITIONAL INFORMATION. ACCESSIBLE ROUTE) SHALL NOT EXCEED 1:501N ANY DIRECTION. HANDICAP STRIPING SHALL SHALL CONFORM TO THE LATEST FDOT SPECIFICATIONS. ALL HANDICAPPED RAMP AND ACCESS AISLES SHALL MEET ALL CODES AND ADA REGULATIONS. 2 1 HANDICAP STRIPING NTS OFF SITE ( ON SITE Z EXISTING - CURB d IO of o_ 75' PROPOSED PROPOSED 6" SIDEWALK TYPE D CURB E7 CROSS SECTION C-C NTS %q' R TYPE E 6• P-6" b OFF SITE I ON SITE W Z EXISTING w SIDEWALK I a0 W (L EXISTING CURB MINIMUM CONCRETE PAVEMENT THICKNESS* CONCRETE SECTION PARKING & CANOPY AREA TANK MAT AREA MIN THICKNESS (A) 6" 8" STABILIZED SUBGRADE (B) 12" FDOTTYPE B, LBR MINIMUM=40 MAXIMUM CONTROL JOINT SPACING 12' X 12' 14' X 14' RECOMMENDED SAW CUT DEPTH (MIN) 2.00" `REFER TO GEOTEHNICAL REPORT 4.000 PSI CONCRETE PAVING (MIN) W/ WIRE MESH WELL -DRAINING GRANULAR SUBGRADE, COMPACTED TO 98 PERCENT OF THE MATERIAL'S ASTM D-1557 MAXIMUM DRY DENSITY. (3) CONCRETE PAVING SECTION NTS PROPOSED BUILDING E8 CROSS SECTION D-D NTS TYPE F 10" 1'-2" Slope To Fit Driveway I > ' b \ - 2'-0" n b Note: To be paid for as parent curb. DROP CURB Standard Shoulder Line Edith Berm 1' 6" 2' Shoulder Pavement 3'-6" I SHOULDER GUTTER Truck Apron Surface. y" Specified In The Plans P •�a— 2" Circulating — Roadway Pavement r 1 P z J 2'-3" TRAFFIC BEARING SECTION FOR USE IN ROUNDABOUT CENTRAL ISLAND CONSTRUCTION TYPE RA LAST o FY 2021-22 REvrsroN to FDOT 11101120 �' �- ST �NDARD PLANS Same Slope As Ad iacent Pavement 4'" R Joint Seal e- °>1P _ M „. �31�a P ^ lo- 9.9 o YJ' Exp. Joint And Preformed Joint Filler Concrete Pavement For details depicting usage adjacent to flexible pavement, see Sheet 2. TYPE A -Y'a' R 911, Joint Seal Iq1P (bConc. Pdvt. xp. Joint And Preformed Joint Filler TYPE B 8' Joint Seal F'�� I Tv, ' TYPE DSCURB 24.50 I Conc. Pavt. Exp. Joint And TYPED Preformed Joint Filler Note: For use adjacent to concrete or flexible pavement, concrete shown. Expansion joint, preformed joint filler and joint seal are required between curbs and concrete pavement only, see Sheet 2. Face of Single -Slope Joint Match Slope of Concrete Barrier Seal Adjacent Pavt. �m m Flexi ble Pavt. & Base i/z' Exp. Joint And Preformed Joint Filler TOLL HEADER CURB (See the toll site details for conduit requirements) CONCRETE CURB AND GUTTER CURB AND GUTTER INDEX SHEET 520-001 1 of 2 PAVEMENT THICKNESS (MINIMUM) LAYER COMPONENT SURFACE COURSE BASE COURSE STABILIZED SUBGRADE LIGHT DUTY ASPHALT 1.5" 6.0" 1 12.0" HEAVY DUTY ASPHALT* 1.5" 8.01.1 12.0" *WITH 3/4" FC-5I TRAFFIC C FRICTION COURSE IN R-O-W THICKNESS OF PAVEMENT LIFTS TO BE CONSTRUCTED EXTEND BASE 6" BEYOND FOR PER FDOT SPECIFICATIONS. FINAL LIFT TO BE FDOT TYPE APPLICATIONS WITHOUT CURB & SP 9.5 ASPHALTIC CONCRETE. MATERIAL SHOULD MEET GUTTER, SIDEWALKS, BUILDINGS THE CURRENT FDOT STANDARD AND SPECIFICATIONS OR OTHER STRUCTURES. FOR ROAD AND BRIDGE CONSTRUCTION. Q APPLY PRIME COAT AS SPECIFIED IN APPLICABLE DOT SPECIFICATION, AT AN APPLICATION RATE OF 0.25 - 0.28 GALJSYD. LIMEROCK OR CRUSHED CONCRETE BASE COURSE STABILIZED TO A MINIMUM LIMEROCK m BEARING RATIO (LBR) OF 100 OR SOIL CEMENT (350 PSI DESIGN OR EQUIVALENT). MATERIAL SHOULD MEET FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) REQUIREMENTS. l 4) ASPHALT PAVING SECTION NTS OFF SITE W Z W EXISTING 0 SIDEWALK a E9 CROSS SECTION E-E NTS GENERAL NOTES: �11. Construct sidewalks in accordance with Specification 522. Use 5" concret@ for Sidewalks and Curb Ramps Located within Curb Returns (See Plan View). Install all oth@r concrete with thickness as shown, unless otherwise detailed In the Plans. 2. Include detectable warnings on sidewalk curb ramps in accordance with Index 522-002. 3, For Driveways see Index 522-003. 4. Bond breaker material can be any impermeable coated or sheet membrane or preformed material having a thickness of not less than 6 mils and not more than W. 5. Construct sidewalks with Edge Beam through the limits of any surface mounted Pedestrian/Bicycle Railing or Pipe Guiderail shown in the plans. (See RAILING DETAIL) y OPEN JOINTS 120' Max. 120' Max. 30' Max. 30' Max. 30' Max. Al D D D D D E D D F D D A t/i 5' S' 1 S' 1 S' 5' S' S' LS'J5' S Vy Return Curb Rigid Structure SAWED JOINTS LONGITUDINAL SECTION LEGEND: A- Ig" Expansion Joints (Preformed Joint Filler) between the sidewalk and; driveways, sidewalk -intersections, and all other fixed objects (e.g, drainage inlets and utility poles). Utility 8- %' Dummy Joints, Tooled Strom Sidewalk Varies Varies C- /a Formed Open Joints ,.0.02 Max. D- 3/ 'Saw Cut Joints ]Y" Dee within 96 h is z P ( ours) Max. 5' Centers � -.. E-'Yis' Saw Cut Joints, 7/=„ Deep (within 12 hours) Max. 30' Centers � A Joint(s) Required When Length Exceeds 30' -� F- i/z" Expansion Joint When Run Of Sidewalk Exceeds 129. Intermediate o locations when called for in the plans or at locations as directed by SECTION A -A the Engineer. G- Cold Joint With Bond Breaker, Tooled SIDEWALK JOINTS L45T � DESCRIPTION: REVISION FDOTT� FY 2027-22 11/O1i18 w ..�"- STANDARD PLANS REMOVAL & REPLACEMENT OF UNSUITABLE SUBGRADE MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. STABILIZED SUBGRADE WITH A MINIMUM LIME ROCK BEARING RATIO LBR OF 40 COMPACTED TO ATLEA T 98% OF THE MATERIAL'S ASTM D-1557 6' PIPE BOLLARD FILLED WITH CONCRETE. TYP OF CAP (11) HN N o W�a z °P U. W 8" PAINTED Al C.M.U. FINISH or GRADE 4 oa 4" GRANULAR PROVIDE PVC -I SLEEVES IN +Y- CONCRETE TYP ODUMPSTER ENCLOSURE NTS CONCRETE 28 DAY STRENGTH SHALL BE 4,000 PSI (MIN) �{ 2.0' �"-- ON SITE I OFF SITE E5 CROSS SECTION A -A NTS *THE DUMPSTER ENCLOSURE MUST MATCH THE EXTERIOR COLOR OF THE BUILDING. *STRUCTURAL DESIGN BY OTHERS. - 8" PAINTED C.M.U. EDGE OF SLAB MUELLER COR-6 ENCLOSURE DOOR OR EQUIVALENT PROVIDE CONCRETE PAD IN FRONT OF DUMPSTER ENCLOSURE ENTRANCE AND SHALL BE CAPABLE OF WITHSTANDING A 20 TON STATIONARY LOAD; REFERENCE DETAIL 5/D1.0 A II / _PT Back of Sidewalk Variations See Index 522-002 For Joints —� A (Signal Pole or Controller Base. Ex.) A (Utility Pole, Ex.)` A A \ / q An / A Driveway or Side Road .Driveway l - i (Full Return Shown) A A J A I PT Curb or Curb And Gutter T Drainage Inlet "rl PLAN SIDEWALK WITH UTILITY STRIP LEGEND: 4" Thick Sidewalk 0 6" Thick Sidewalk M Utility Strip A A � G Drainage Inlet See Index 522-0®2 for Joints A (Utility Pole, Ex.) A (Signal Pole or Controller Base, Ex.) A A� A A nl Driveway G A A Curb or Curb And Gutter Jj G PT Driveway Side Road (Partial Return Shown) PLAN SIDEWALK WITHOUT UTILITY STRIP Sidewalk Varies G ra „0.02 Max 71 SECTION B-8 Railing (See Index 513-052, 515-062, 515-070 or 515-080) Clear Width (5' or 6' Std., 4' Min) 0.02 Max. 45" g., Sidewalk Varies Based on Railing Used RAILING DETAIL = GENERAL NOTES AND CONCRETE SIDEWALK ON CURBED ROADWAYS INDEX SHEET CONCRETE SIDEWALK 522-001 1 of 2 4A Z 0 0 J Q 4f7 J M ® co � M O Ui Z_ J O O o LL �� 0- 00 o Z 91J � o �W^Z �W�vo �U)00 U�CL W WV LO L_ 12 z rz Id Qv Z r �C COMMON OAK ENGINEERING 1209 EDGEWATER DRIVE, SUITE 100 WINTER PARK, FL. 32789 407)951-5915 CERTIFICATE OF AUTHORIZATION: 32644 W Z Q Z Q = ��0 m (D = Q 0 J CL O � Z Cl) Y m 00 OD Of Of Z W Z W O U O U 0 C) z z Z Z co O O C ZO W U W U V) J J LU U~1 ( ) O O W H N o o ZN ENGII+yNVRzgl$Ml # pp�� 00 0 0. m o ST TE OF 0 in Ai S e NFS, 1' PROJEqry fi1" DATE SHEET 01/29/2021 < SCALE S P4.1 ` 1:50 t DETAILS t Jennifer Zabik, P.E., S.E. 1024 N Fullers Cross Road Winter Garden, FL 34787 jzabik@ztengineering.com SEALS RAPID BUILDING SOLUTIONS 350 E Crown Point Rd Suite 1080 Winter Garden, FL 34787 Phone: (407)347-9614 Info@ rapidbuildingsolutions.com JOB NAME: STORAGE UNITS FORT PIERCE, FL JOB NUMBER: 1318-20-FL-W-1 REV DATE DESCRIPTON APP 3 07/14/20 Layout JS 4 08/05/20 ELEV JS 5 10/23/20 LAY+ELEV JS 6 10/26/20 LAY+ELEV+MUC JS 7 10/27/20 LAY+ELEV+MUC IS 8 10/27/20 LAY+MUC JS 9 10/28/20 Updated lay JS 10 03/09/21 ELEV+LAY JS 11 03 25 21 ELEV update JS ISSUE DATE: DATE DESIGNED BY: DRAWN BY: XX CHECKED BY: SUBMITTED BY: XX FOR APPROVAL.- ONLY: NOT FOR FIELD USE SIGNATURE DATE Al mO GROSS SQ. FT. _ r 34 400 SF Interior Climate Controlled Units D Drive Thru Climate Controlled Units - -- - -- - 300' -- - - - - 70' - 70' - --- — -70' - - <- 20' 11' 3-9' / 20' i 11' i - 39' 20' > --11' i - --39' BLACK BAHAMAS SHUTTERS,A 12" BUMP OUT + BLACK BAHAMAS SHUTTER -J ' BLACK BAHAMAS SHUTTERS 12" BUMP OUT 9� 12" BUMP OUT /' ''''/' '''',''' '/'''' /'^ ' /' / �% 77// K14 14 14 / 1 00 M 12" BUMP OUT— / 12 BLACK BAHAMAS SHUTTE 1st FLOOR 5x5 CC UNITS 1 IO2 5x I 0 CC UNITS 5x 15 CC UNITS 7x7 CC UNITS 30' DRIVE 1 , 10P10 '10 �J010.i 10'� 1 / \J 12 \\121 12" BUMP OUT 70 45' / �j 12 12 F BLACK BAHAMAS SHUTTERS 30' DRIVE 30' DRIVE 12" BUMP OUT a in ZO .7 ; GUST'. / / / / , / / / / / v , 9 9 9� i. / 9 / T1, 1 '2 __ , � � /� 2 " 2 2 2 %' ,/,,;,//, / ;. / ,/ m BLACK BAHAMAS OFFICE 1 SHUTTERS 25x25 I / 9 9 9 9 9/ j 9 / / 9! E�EcrRtcs i ROOM �' 30' -- -- i 20 '12" BUMP OUT BLACK BAHAMAS SHUTTERS 50 7x 10 CC UNITS BREAK Roots IT 10 j 9 �1 9 9� 9 9 �9 9 9 �% 9� i/ / 2" BUMP OUT (9) I Ox 10 CC UNITS 10 1 Ox 15 CC UNITS I I I Ox 17 CC UNITS J 2 1 Ox20 CC UNITS BUMP OUT 13, I Ox25 CC UNITS 14 I Ox30 CC UNITS i 2" BUMP OUT kCK BAHAMAS SHUTTERS Jennifer Zabik, P.E., S.E. 1024 N Fullers Cross Road Winter Garden, FL 34787 jzabik@ztengineering.com SEALS RAPID BUILDING SOLUTIONS 350 E Crown Point Rd Suite 1080 Winter Garden, FL 34787 Phone: (407)347-9614 Info@ rapidbuildingsolutions.com JOB NAME: STORAGE UNITS FORT PIERCE, FL JOB- NUMBER: 1318-20-FL-W-1 REV DATE DESCRIPTION APP 3 07/14/20 Layout JS 4 08/05/20 ELEV is 5 10/23/20 LAY+ELEV JS 6 10/26/20 LAY+ELEV+MUC JS 7 10/27/20 LAY+ELEV+MUC IS 8 10/27/20 LAY+MUC is 9 10/28/20 Updated lay JS 10 03/09/21 ,ELEV+LAY JS 11 03 25 21 IELEV u date ljs ISSUE DATE: DATE DESIGNED BY: DRAWN BY: XX CHECKED BY: SUBMJTTED BY: XX FOR APPROVAL- ONLY: NOT FOR FIELD USE SIGNATURE DATE A2.0 0 0 M 12" BUMP OUT BLACK BAHAMAS SHUTTE ��-Dl 5x5 CC UNITS U 5x 10 CC UNITS 5x 15 CC UNITS 7x7 CC UNITS GROSS SQ. FT. = 34 400 SF Interior Climate Controlled Units f - - - 300' i - - -70' --------70'-- i 39' - i --20' > 11'-- i- - - 39' f 20' BLACK BAHAMAS SHUTTE BLACK BAHAMAS SHUTTERS z 12" BUMP OUT ITL 12" BUMP OUT `—' 12�1 12 ;i 9' -g� g1 9 (9 8 �— I I 6 I � I 1i 10 10���10 �10i � 10; � 10� � �1 I, ��%' / - - 1 10 10 / 10, 10 10 '10 10) j �1 1 1� I 9 ? 1, �/ 12 /12 12 12 l2\ i 2 1 2 / _ / 2, ! , �/; 2 1 10 10/10 / 10,%,//10 10 10� ,� �10i 1 !IIIIL 1 --z 2nd FLOOR 2" BUMP OUT -- 70' __ - - -- - --- 70' - -- / -39'--- 12'-6" •—/ - 45' -- \- f 12'-6" BLACK BAHAMAS SHUTTERS- ,' ----------- 12" BUMP OUT �- ' �12 1211 11 12 I� T / /I �i -- /, �, J C `` j � / / 0 10; 10, 10 10; 10 10 10 1;1 10 10/110 10 !10 �?0 1 " J _ L=- =— / �- ' 10; 1 1 �10; �10; 10 10 90 10 10 ,1 �10 10; 10; 10, 10 10 1 0 1 �, 12) 12 12, 12 12 12 12 12 12i 1 12�' 12 \ j 12 \ 2 12 12' 12 __ 1 / 10 ( / 10:�10i �10�I 10� 1 ' 10' �10, 10 i 1 10 %10� 10 10 10 �10/,1 / / / / / /i j 9 9 i 9 '/ / 9 / 9 9/ 9 9 i 9� 9 9 4 // U 1 5 �� !�, % l , 2 2, 9 9 9 '' 9, % " / �_ / ' % �� 9i / :/"/ ' '/i,'/ // / :/, 30' 30' 2025' 30' 25'— 20' 30' 30' ` 12" BUMP OUT K BAHAMAS SHUTTERS 5D 7x 10 CC UNITS © 7x 12 CC UNITS 2 2 2 12 99 : 9 �9� � ; 1 / T9 - - - - -' " BUMP OUT ' 2 2F 2 " 2 g l �9 J 9 / 12" BUMP OUT 13 I Ox25 CC UNITS 14 1 Ox30 CC UNITS LACK BAHAMAS SHUTTERS 2" BUMP OUT / CK BAHAMAS SHUTTERS 12" BUMP OUT BLACK BAHAMAS SHUTTERS Jennifer Zabik, P.E., S.E. 1024 N Fullers Cross Road Winter Garden, FL 34787 jzabik@ztengineering.com RAPID BUILDING SOLUTIONS 350 E Crown Point Rd Suite 1080 Winter Garden, FL 34787 Phone: (407)347-9614 Info@ rapidbuildingsolutions.com JOB NAME: STORAGE UNITS FORT PIERCE, FL JOB NUMBER: 1318-20-FL-W-1 3 07/14/20 4 _i08/05/20 5 10/23/20 6 Io/26/20 7 10/27/- 8 10/27/20 H SCRIPTION —Layout ELEV 'LAY+ELEV LAY+ELEV+MUC LAY+ELEV+MUC LAY+MUC APP JS is is is JS is 9 10 10/28/20-,Updated 03/09/21 lay JELEV+LAY is is ISSUE DATE: DATE DESIGNED BY: DRAWN BY: XX CHECKED BY: SUBMI TED BY: XX FOR APPROVAL ONLY: NOT FOR FIELD USE SIGNATURE DATE A300 0 M 12" BUMP OUT GROSS SQ.FT.= a34 400 SF -1 Interior Climate Controlled Units 70'- 70` - i i- 20' -- 11 -� -- - 39' 20' ✓ 11'- f - 2" BUMP OUT 300' - -- - - --- 70' -20, - f 11' -/ - -- - 39' 12'-6"--o BLACK BAHAMAS SHUTTER J - 12" BUMP OUT i o BLACK BAHAMAS SHUTTERS,, � � � I _—_ —��� 12 1212 BLACK BAHAMAS SHUTTERS 12" BUMP OUT �- 11 11 8 i g ` �g 9) 0 0 4 5� -12" BUMP O1. - 2 ' 2; 2 2i'; 2_% 2 2c \ 2 .- ,2. 2 1/;', 8 11 2, 9 9 9 9 9 9 9, 9 9� 9 i� - 1 i� --- -if 12'-6 L U, u `� 2 2;' 2 2` 2 1 1 2 2 2, 2, 2, \2, 2, ?, j 2 2, 2 2 � 2 2 2 � �. 1 -- =- - - - — 2 L / 1 r - 9 9 9 �! i r 9 9 �9, 9 `9 - 1J J 1 T r �\ 9' 9 9' 9 9i 1 j o g -9 9 �g 9 9 �9 , i r BLACK BAHAMAS SHUTTERS 5x5 CC UNITS 5x 10 CC UNITS 5x 15 CC UNITS 4 7x7 CC UNITS 9'� �9 9 9, 9), - �J J -C1J _- ' 9�99 9 9 9" i 2 A- -- -rr 3rd FLOOR 5D' 7x 10 CC UNITS I Ox 10 CC UNITS © 7x 12 CC UNITS 10; 1 Ox 15 CC UNITS 7� 7x 14 CC UNITS I I I Ox 17 CC UNITS ® 7x 17 CC UNITS lr2 1 Ox20 CC UNITS 13 I Ox25 CC UNITS 14 I Ox30 CC UNITS i ACK BAHAMAS SHUTTERS NN 12" BUMP OUT 1 - A M BLACK BAHAMAS SHUTTERS UTTERS Jennifer Zabik, P.E., S.E. 1024 N Fullers Cross Road Winter Garden, FL 34787 jzabik@ztengineering.com RAPID BUILDING SOLUTIONS 350 E Crown Point Rd Suite 1080 Winter Garden, FL 34787 Phone: (407)347-9614 Info@ rapidbuildingsolutions.com JOB_ NAME: STORAGE UNITS FORT PIERCE, FL JOB NUMBER: 1318-20-FL-W-1 RCV IIAIE I;-�C'IR -'I,ON APP 3 07/14/20 Layout JS 4 108/05/20 ,ELEV JS 5 10/23/20 LAY+ELEV JS 6 10/26/20 LAY+ELEV+MUC JS 7 10/27/20 LAY+ELEV+MUC JS 8 10/27/20 LAY+MUC JS 9 10/28/20 Updated lay JS 10]03/09/21 ELEV+LAY JS �'SJL IVI!_: DATE - - ICI NL S" C IAW\ BY. XX C it CKh_D Bv: �OI;V TI _I, BY: XX NCl I GG FIELD JS_= �r.;Nn all DAIL A400 BUILDING ELEVATION T HORIZONTAL IPS PANEL STUCCO FINISH 3' VERTICAL DISPLAY WINDOWS 3' VERTICAL IPS PANEL /� EIFS IPS PANEL STUCCO FINISH I HEREAGE / STUCCO FINISH WEST ELEVATION IPS PANEL STUCCO FINISH 7R�7_C/J'uL SHUTTERS DISPLAY WINDOWS —♦ EIFS i0 Y 12" BUMP OUT t 3' VERTICAL IPS PANEL STUCCO FINISH EIFS DISPLAY WINDOWS 1 BLACK BAHAMA SHUTTERS EIFS i-- DISPLAY WINDOWS 12 BUMP OUT HORIZONTAL IPS PANEL R 3' VERTICAL IPS PANEL STUCCO FIN 0 In LOW EAVE OI 5x5 CC UNITS 50 7x 10 CC UNITS O9 I Ox 10 CC UNITS 13 1 Ox25 CC UNITS O2 5x 10 CC UNITS © 7x 1 2 CC UNITS I O I Ox 15 CC UNITS 1 4 I Ox30 CC UNITS 0 5x 15 CC UNITS 0 7x 14 CC UNITS I I I Ox 1 7 CC UNITS ® 7x7 CC UNITS ® 7x 17 CC UNITS 1 2 1 Ox20 CC UNITS Jennifer Zabik, P.E., S.E. 1024 N Fullers Cross Road Winter Garden, FL 34787 jzabik@ztengineering.com RAPID BUILDING SOLUTIONS 350 E Crown Point Rd Suite 1080 Winter Garden, FL 34787 Phone: (407)347-9614 Info@ rapidbuildingsolutions.com JOB NAME: STORAGE UNITS FORT PIERCE, FL JOB NUMBER: 1318-20-FL-W-1 REV DATE DESCRIPTION APP 3 07/14/20 Layout ]S 4 08/05/20 ELEV is 5 10/23/20 LAY+ELEV JS 6 10 26/20 LAY+ELEV+MUC JS 7 10/27/20 LAY+ELEV+MUC 7S 8 10/27/20 LAY+MUC JS 9 10/28 20 Updated lay JS 10 03 09/21 ELEV+LAY JS 11 03 25 21 ELEV update 13S ISSUE DATE: DATE DESIGNED BY: DRAWN BY: xx CHECKED BY: SUBMIITED BY: xx FOR APPROVAL ONLY: NOT FOR FIELD USE SIGNATURE DATE A500 BUILDING ELEVATION 0 5x5 CC UNITS ( 5x 10 CC UNITS Q3 5x 15 CC UNITS ® 7x7 CC UNITS GUTI DOWNSPOUT LOW EA NORTH ELE 11'-0" SOUTH ELEVATION EIFS 1'0 qil. 11-011 1, 1'-0° - 1, 1'-0" y O5 7x I 0 CC UNITS © 7x 12 CC UNITS ( 7x 14 CC UNITS ® 7x 17 CC UNITS STUCCO FINISH SIGNAGE HERE 40'-0" 130'-0" 11'-0" EIFS SIGNAGE HERE PARAPET �D v 12" BUMP OUT 3' HORIZONTAL 0 14'xl4' IPS PANEL ROLL UP DOOR 9O I Ox 10 CC UNITS 10 I Ox 15 CC UNITS I I 1 Ox 17 CC UNITS 12 I Ox20 CC UNITS 3' VERTICAL IPS PANEL STUCCO FINISH BLACK BAHAMA SHUTTERS F-0 GUTTER ,---* DOWNSPOUT LOW EAVE I Ox25 CC UNITS I Ox30 CC UNITS Jennifer Zabik, P.E., S.E. 1024 N Fullers Cross Road Winter Garden, FL 34787 jzabik@ztengineering.com RAPID BUILDING SOLUTIONS 350 E Crown Point Rd Suite 1080 Winter Garden, FL 34787 Phone: (407)347-9614 Info@ rapidbuildingsolutions.com JOB NAME: STORAGE UNITS FORT PIERCE, FL JOB NUMBER: 1318-20-FL-W-1 REV DATE DESCRIPTION 1 APP 3 07/14/20 Layout JS 4 08/05/20 ELEV JS 5 10/23/20 LAY+ELEV IS 6 10/26 20 LAY+ELEV+MUC IS 7 10/27/20 LAY+ELEV+MUC IS 8 10/27/20 LAY+MUC JS 9 10 28/20 U dated lay JS 10 03/09/21 ELEV+LAY JS 11 03 25 21 IELEVupdate US ISSUE DATE: DATE DESIGNED BY: DRAWN BY: xx CHECKED BY: SUBMITTED BY: xx FOR APPROVAL ONLY: NOT FOR FIELD USE SIGNATURE DATE A6m0 BUILDING PERSPECTIVES SOUTHWEST PERSPECTIVE NORTHEAST PERSPECTIVE 10 5x5 CC UNITS ( 5x 10 CC UNITS n 5x 15 CC UNITS ® 7x7 CC UNITS ROOF PERSPECTIV 0 7x 10 CC UNITS © 7x 12 CC UNITS O7 7x 14 CC UNITS ® 7x 17 CC UNITS (D I Ox 10 CC UNITS 0) 1 Ox 15 CC UNITS I Ox 17 CC UNITS I Ox20 CC UNITS I Ox25 CC UNITS I Ox30 CC UNITS SOUTHEAST PERSPECTIVE NORTHWEST PERSPECTIVE Jennifer Zabik, P.E., S.E. 1024 N Fullers Cross Road Winter Garden, FL 34787 jzabik@ztengineering.com SEALS RAPID BUILDING SOLUTIONS 350 E Crown Point Rd Suite 1080 Winter Garden, FL 34787 Phone: (407)347-9614 Info@ rapidbuildingsolutions.com JOB NAME: STORAGE UNITS FORT PIERCE, FL JOB NUMBER: 1318-20-FL-W-1 REV DATE DESCRIPTION APP 3 07 14/20 Layout JS 4 08/05/20 ELEV JS 5 10/23/20 LAY+ELEV JS 6 10/26 20 LAY+ELEV+MUC JS 7 10/27/20 LAY+ELEV+MUC JS 8 10/27/20 LAY+MUC JS 9 10/28 20 Updated lay JS 10 03/09/21 ELEV+LAY JS 11 03 25 21 ELEV update JS ISSUE DATE. DATE DESIGNED BY: DRAWN BY: xx CHECKED BY: SUBMITTED BY: xx FOR APPROVAL ONLY: NOT FOR FIELD USE SIGNATURE A700 1318-20-FL-W-1 STORAGE UNITS, FORT PIERCE, FL Climate Controlled Units GSF 5x5 5x10 5x15 70 7x10 7x12 7x14 7x17 10x10 10x15 10x17 10x20 10x25 10x30 Unit Totals Net Sq. Ft. 1st. FLOOR 34400 23 14 2 0 0 0 0 0 47 14 0 27 12 13 152 20525 2nd. FLOOR 34400 58 31 0 1 2 1 1 3 50 72 3 33 0 0 255 26638 3rd. FLOOR 34400 55 88 0 3 5 1 0 3 130 24 3 6 0 0 318 25023 Total GSF 103200 Unit Totals 136 133 2 4 7 2 1 6 227 110 6 66 12 13 725 Total Units Unit SQ. FT. 25 50 75 49 70 84 98 119 100 150 170 200 250 300 Total Sq. FT. 3400 6650 150 196 490 168 98 714 22700 16500 1020 13200 3000 3900 72186 Net Rentable • Unit (#) 18.8% 18.3% 0.3% 0.6% 1.0% 0.3% 0.1% 0.8% 31.3% 15.2% 0.8% 9.1% 1.7% 1.8% % of Total Net SF • Unit (SQ. FT.) 4.7% 9.2% 0.2% 0.3% 0.7% 0.2% 0.1% 1.0% 31.4% 22.9% 1.4% 18.3% 4.2% 5.4% 99.57 Unit Sq. Ft. Ave Combined Totals GSF 5x5 5x10 5x15 70 7x10 7x12 7x14 7x17 10x10 10x15 10x17 10x20 10x25 10x30 Unit Totals Unit Totals 136 133 2 4 7 2 1 6 227 110 6 66 12 13 725 Total Units Unit SQ. FT. 25 50 75 49 70 84 98 119 100 150 170 200 250 300 Total Sq. FT. 103200 3400 6650 150 196 490 168 98 714 22700 16500 1020 13200 3000 3900 72186 Net Rentable % Unit (#) 18.8% 18.3% 0.3% 0.6% 1.0% 0.3% 0.1% 0.8% 31.3% 15.2% 0.8% 9.1% 1.7% 1.8% • Unit (SQ. FT.) 4.7% 9.2% 0.2% 0.3% 0.7% 0.2% 0.1% 1.0% 31.4% 22.9% 1.4% 18.3% 4.2% 5.4% 99.57 Unit Ave Office Space 625 Total Sq. FT. 103200 69.9% Efficiency OI 5x5 CC UNITS 0 7x 10 CC UNITS O9 I Ox 10 CC UNITS 13 1 Ox25 CC UNITS O2 5x 10 CC UNITS © 7x 12 CC UNITS I 0 1 Ox 15 CC UNITS 1 4 I Ox30 CC UNITS O3 5x 15 CC UNITS Q7 7x 14 CC UNITS I 1 Ox 17 CC UNITS ® 7x7 CC UNITS J(Z) 7x 17 CC UNITS 0 1 Ox20 CC UNITS Jennifer Zabik, P.E., S.E. 1024 N Fullers Cross Road Winter Garden, FL 34787 jzabik@ztengineering.com :.i RAPID BUILDING SOLUTIONS 350 E Crown Point Rd Suite 1080 Winter Garden, FL 34787 Phone: (407)347-9614 Info@ rapidbuildingsolutions.com JOB NAME: STORAGE UNITS FORT PIERCE, FL JOB NUMBER: 1318-20-FL-W-1 REV DATE DESCRIPTION APP 3 07/14/20 Layout JS 4 08/05/20 ELEV JS 5 10/23/20 LAY+ELEV JS 6 10/26/20 LAY+ELEV+MUC JS 7 10/27/20 LAY+ELEV+MUC JS 8 10/27/20 LAY+MUC JS 9 10/28/20 Updated lay JS 10 03/09/21 ELEV+LAY JS 11 03 25 21 ELEV u date JS ISSUE DATE. DATE DESIGNED BY: DRAWN BY: xx CHECKED BY: I SUBMITTED BY: xx FOR APPROVAL ONLY: NOT FOR FIELD USE SIGNATURE DATE SITE TREE INFORMATION TREE N SRE & TYPE CONDITION 1 15"0 CABBAGE PALM HEALTHY 2 15"0 CABBAGE PALM HEALTHY 3 15"0 CABBAGE PALM HEALTHY 4 15"0 CABBAGE PALM HEALTHY 5 - to"0 SLASH PINE HEALTHY 13"0 SLASH PINE HEALTHY 73"0 SLASH PINE HEALTHY 6 23'0 LAUREL OAK HEALTHY 9 IWO CABBAGE PALM HEALTHY 10 15'0 LIVE OAK HEALTHY 11 14"0 LIVE OAK HEALTHY 12 24"0 LAUREL OAK HEALTHY 13 40`0 SLASH PINE POOR, TOP CUT 14 30"0 SLASH PINE HEALTHY 15 2640 SLASH PINE HEALTHY 16 28"0 SLASH PINE HEALTHY i BLOCK 179 / I LAKEWOOD PARK UNIT 12-A / I PLAT BOOK 11, PAGE 37 / ST. LUCIE COUNTY,FLORID�2 / POINT OF BEGINNING FND ----- PARCEL NO. 11122/4" N°& / I I I � / 19,80 / SMH 1 1 / 20.1 o'F C --k! by #114 20.45 I \. t0 o MI5 O ik �hMhN CO29.67 `5o MI6 V,, M17 �l e /l / • 16 � Mzo / 2 M21 / _rg'.ta ro�g/ {J2B M24 Fiss�l IL / 2 Q1 `q, 7 M25 � Mee 00 +c / 0 a � 21 :9922 i gG R •.. /D3333 W" 0 16 & C 22.06 / N,1Wj& N 0.07' W 0.08, ny�/ 929 Date of field survey' 04ZO412004 0710112020 0811212020 a'Y �Q MIRAMAR AVENUr 60' R/W ) (ORB 649, PG(S) 27-2B) 589'49'29'E (D) N i EXISTING SOUTHERLY R/W LIE Lt. . id&34!25'C) \/ S89'48'08'E (C) SOO-40-29-E (D)4Z/547DC09'W24.11' (C)(DPOINT /," OF BEGINNING 'PAN& NO. 12V q�'a0r �R 60 BLOCK 177 LAKEWOOD PARK UNIT 12-A PLAT BOOK 11, PAGE 37 ST. LUCIE COUNTY, FLORIDA BLOCK 178 ,'/ ,'/ 110 ' LAKEWOOD PARK UNIT 12-A / LOT 1 / LOT 13 / LOT 12 i LOT 11 PLAT BOOK 11, PAGE 37 / (/ FND 3/4 0 IP / FND 3/4" 0 IPID / ST. LUCIE COUNTY, FLORIDA ,' / s 0.1' W 017' / NO ID / 50.33'WO.SD'wPP BENCHMARK NORTH LINE SW t/4, NW 1/4 Y -------�^--------------------'--�----' SEC cTT - CB TOP TWP 344 SOUTH tRNG 39E ry°6 16 $ MIRAMAR AVENUE �.P ,��ry q No In NAIL E 8.08, GRATE,78� ST. LUCIE COUIITY, FLORIDA + ,Q`•P r � LBK9790 n (69, R/W) } q� } u� _ ryo0 N 5.23' W 2,40' ryq , + 4 "�._ (oaa ea9, Pc(s) 27-2e) ,4h 548,99• +"* ,P bps 25.00',0' •�, Anp ry0 ,A ASPHALT CMP .P fP EDP >>O.R.B.GRASS 849, PG.27 S89'5B'49'W ((D)) a� ORB 649, PO 27 25.00' ASPHALT _ ,gyp• y�p NB9'48 OS"W (C) LESS PARCEL" 996.56' (OVERALL) 4yo ,q. 5�9'58'46"W (D) SIDEWALK � '' ` M3 s89'55'50"w D 779,B9' (C)(D) ,2C GRAPHIC SCALE ( IN FEET ) 1 inch w 80 ft. a W PSM 4049 CATV SIGN STOP" / OR N� a74g.'00• ' wrm"47� r2�W .22 qn iC) POINT OF TERMINATION + (LYING SOUTH OF DESCRIBED LINE) 1 "LESS PARCEL" I' I I 1 c0�w DETAIL "PARCEL NOQ0124" (NOT LYING IN OR AFFECTING PROPERTY) BLOCK 176 LAKEWOOD PARK UNiT 12-A PLAT BOOK 11, PAGE 36 ST. LUCIE COUNTY, FLORIDA LOT 1 FND 3/4" 0 IP NO ID s,00' s o.51' w 0.53� _19 Mt3\D 5/B'"0 IB & C N89'48'06"W (V) _ F *04 q I I N89'48D) (' (C) � �--- M9 rM2 I NBB 58'49"E (D) ('PARCELS ypp I /� N/11S0,�3.32 216.67 (D)(C) NOB'41'55-E�('PARCEL S-) a I ( gory �qP SMARHOSHED CAP• CNR 1 is 0 E, 851,4f1.41 ^ ry - ry. �° S08'41'58"W (D) $ I I +� i + N. E.852.447.067 I }� �r POINT+OF BEGINNING �, „ I 15.00' q' S0$ 55 03 W SEWER LINE TO + "PARCEL N0. 124" "PARCEL A" I PUBLIC LINE EASEMENT ,4> i ( LOT 10 LOT 9 + I 1 FND 6/0`9 1B & c 10$.65 D)(C) I + I 1 N89'21'45"W (D) "NOT INCLUDED/LESS PARCEL" W/ LB 6852 FND 5 0'0 IB & C � 4 725 S/f, 0.002 ACRES, +/- N. 1,11 1 666.0 57 N89'13-02"W SC) S 0. 8' 5052 good �� $ I q• — � - . E. BS5,8BB.07 / 1 y p. (-PARCELS ^, + tiq, FND 5/8.0 0 & C • , u7(D)-' SEWER LINES5. W/ LB 6852 S89 26 07 EASEMENT "A'S 0.Or W 0.18, r $LIFT STATION S89-13 02 110.74'�)+ SITE LOT 1t +ry M39 +ry +,qP +--�—�- � V _ _ vv y+IX 1 M37 M38 CD O y q o V },q' m x LOT 12 "PARCEL "A" + I +ryo° TPA o, 1 � COMMERCIAL PROPERTY + ry AREA = 194,862.6 SQUARE FEET, 4.473 ACRES, +/- +„ I tq� ( I LOT 13 �� PARCEL B � q I a ,5ro 3a RESIDENTIAL PROPERTY +,� ++yA (NOT INCLUDED) wj �5 M AREA = 420,904.7 SQUARE FEET, 9.663 ACRES, 0.' d+ P +c" + M32 +� + 1 O�° 1 LOT 14 a q r M31 .. "` �r M3o +�' ^ i$ BLOCK 1 __ ,Lo• a�v I GARDEN ESTATES OF FORT PIERCE 0 3 PLAT BOOK 10. PAGE 55, H2O M33 �`✓ c''• ,MAQ ..N I ST. LUCIE COUNTY, FLORIDA LVES TOP BROKEN w m +'y°S �_ LOT 15 - - No I ,po r (p ro 1y lei 10 .•- 1 I oti ~•� -eoo.aK) no'oo" oaas29° +"+ LOT 16 �a„A? ry O O L m 39.27' 2a.Ta ,RADlp1 + \ / i / L - 30.40' II q A.31 S7 ;"�BfARING in � +`�• r,.. 3aa,o1' ;41 ry Rg• 00" 37 E �) Ir6ls;?� S89'59'58"W /y r N89'4657"W �pJJ CEOP 49.11' (2) H2O FND PK & W VALVES W/I UCAN6 FND PK & W W/ PRM 3333 y, EOP FND PK & W W/ LS 3909 S44'59'58"W (D) S4513'03"W (C) 51.71' AC ACRE EDP EDGE OF PAVEMENT N & TT NAIL & TIN TAB PRRO PRORATED A/C ALUM AIR CONDITIONER ALUMINUM WAY EM EDGE OF WATER ELECTRIC METER N & W NOVD NAIL & WASHER NATIONAL GEODETIC VERTICAL DAM RAD RADIAL AND ANCHOR ES ELECTRIC SERVICE NO ID NO IDENTIFICATION RRS RAILROAD SPNCE APPROX APPROXIMATE ELEV ELEVATION NTS NOT TO SCALE RNG RANGE AVE AVENUE ENCL ENCLOSURE HAD NORTH AMERICAN DATUM RLS REGISTERED LAID SURVEYOR ORO BEARING X 17.00 EXISTING ELEVATION ORB OFFICIAL RECORD BOOK RCP REINFORCED CONCRETE PIPE SLK BLOCK FT FEET 0/5 ' OFFSET R/W RIGHT OF WAY BLVD BOULEVARD F FIELD MEASUREMENT 0 OVERHANG SS SANITARY SEWER BLDG BM BUILDING BENCHMARK FNC FFE FENCE FINISHED FLOOR ELEVATION OHW PG OVERHEAD WIRE PAGE SECT SET IS. SECTION SET 5/8 IRON BAR & CAP 44049 CAN CABLE TELEVISION BOX FH FIRE HYDRANT PK PARKER-KALON NAIL ' SET PK SMH SET PK NAIL & WASHER J4049 STORMWATER MANHOLE C CALCULATED FPL FLORIDA POWER & LIGHT PK & TT PARKER-KALON NAIL & TIN TAB S SIDEWALK CS CATCH BASIN FND FOUND PK & W PARKER-KALON NAIL & WASHER S T SOUTHERN BEl1 TELEPHONE BOX CLF CENTRAL ANGLE CHAINUNK FENCE GOVT HSE GOVERNMENT HOUSE PVMT PRM PAVEMENT PERMANENT REFERENCE MONUMENT S/F SOUS FEET CHI) CHORD I & E INGRESS EGRESS EASEMENT P PLAT SION CONC CBS CONCRETE CONC. BLOCK STRUCTURE INV Is .& INVERT IRON BAR PS PCC PLATBOOK POINT OF COMPOUND CURVATURE T TCE TANGENT TEMPORARY CONSTRUCTION EASEMENT CM CONCRETE MONUMENT IP IRON PIPE PC POINT OF CURVATURE Too TOE TOP OF BANK TOE OF SLOPE CNR COULD NOT READ 19 & C IRON BAR & CAP PI POINT OF INTERSECTION TWP TOWNSHIP CPR CDR CONCRETE POWER POLE CORNER IP & C L IRON PIPE & CAP ARC LENGTH POS POD POINT OF BEGINNING POINT OF COMMENCEMENT TRANS TYPICAL RMER ' COV CMP COVERED CORRUGATED METAL PIPE LE LS LANDSCAPE EASEMENT UCENSED BUSINESS NUMBER POE PRO POINT OF ENCROACHMENT POINT OF REVERSE CURVATURE UDE UTILITY & DRAINAGE EASEMENT CVG CONCRETE VALLEY GUTTER LP LIGHT POLE PT POINT OF TANOENCY LIE U/G UT41TY EASEMENT UNDERGROUND D DEED M & W MAO NAIL & WASHER PP POWER POLE UP UTILITY POLE D[F DRAINFIELD MAO MAD NAIL RUE PRIVATE UTILITY EASEMENT WM WATER METER DC DRAINAGE EASEMENT ME MAINTENANCE EASEMENT PLS PROFESSIONAL LAND SURVEYOR WV WATER VALVE -Wn -. DRAINAGE FLOW MH MANHOLE E PROPERTY LINE WPP WOOD POWER POLE ESMT EASEMENT MHWL MEAN HIGH WATER LINE PROP PROPOSED 0 DIAMETER EDO EDGE OF CONCRETE NL NAIL' • 17.00 PROPOSED ELEVATION ----------------------------� ----- /R8�6+ / +OR 79.06 S86'29'12"E(p)I R-30.00' ff, r0 D o . IT27'0,r 1 I �Lo� s F� +ry,• " �o� 1�J LOT 17 C) L e.14' i \ DETENTION AREA A. 4BE 8.44�.319" Isi j � LOT 18 -- 51.9B' S88'S1 18'E(0) 75.84' I a a I'� 173,BS' I ns I I POINT OF BEGINNING P.O.S. "LESS PARCEL B` 20' DRAINAGE LINE ESMT_sCROSS DRAINAGE EASEMENT DETENTION / N89'59'57-W (D) CCCORB 1143 PAGE 2759 AREA FND 5/8`0 18 & C " — — — — — _ N89'46'57'W (C) - _ 891.35' (D)(C) ,. W/ PSM 4049 - - �4 _ ,,,. - - --- S09'59'5B"W (D) y— _ _ — — _ - - 780,46'(D) 740.4T(C) —" ^ _ - \,FND M & W N89'46'57"w C (OVERALL) - rl 1 .� POINT OF BEGINNING W/ SL LB 6852 SBO'59'58"W (0) 1 e" 0800' (D)(C) D ^ I^^ 'LESS PARCEL" 0 CONCRRETE S895920 O) c v V + (LYING SOUTH OF DESCRIBED LINE) + CURB y 193.68' T01'' I ti oa t�wc �4l LOT 19 UNPLATTED °y CROSS DRAINAGE EASEMENT 160,4$ �+ ORB 1143 PAGE 2759 i V) 81 `°� "INDRIO CROSSINGS' SOUTH LINE NW 1/4 71,21 ^ � Awl LOT 20 SECTION 13n9 q7 TWP 34 SOUTH, RNG 39 EAST ( /� •�/i 3I ST. LUCIE COUNTY, FLORIDA.�+ - -. - - rt LOCATION MAP LEGAL DESCRIPTION 1SV.kwna9,lragraetarb9Tatum 8glapatl�vuay pecda ggad (88 7t3)'9nd NoLth a£indnalihad, 12i39'ANbEXC1iPPm6d lSbis olwnp aydaialG'ed in DKIse c, gc1910 dead5 $cotPok . 585,Pag6s,1449tlatipgfi1451,a[)geaiolge9ordSD9k44p;Pggxi276p$2U;bflh5PuhlioR1Kx1da'oFBt 1A1011(A11RIy }'HDI(ifA. LEE ANbBXCEPTt PARCEL 13 TL9tputofU6Sontl1w69kI14ofiheNoMPL1 j1/4DP59ch6n:13;Tovm9lttp3$ oLitl,Rn9ge34En1f,9d'Itcie COudy"i?lodda,.hdag mLmepdti6uterlyr l((osprjh6d n9 follovu9: . Ny N88'S9'SB"E NOTES: 2B56.08' POINT OF COMMENCEMENT '#• S,E. CORNER 1. Survey of description as fumished by Client. SW 1/4, NW 1/4 2 Lands shown hereon were abstracted for t d ht V 1. PROPERTY ADDRESS: MIRAMAR AVENUE 2. CERTIFIED TO: -STORAGE UNiTS PARTNERSHIP, LLC, AN ALABAMA -LIMITED LIABILITY COMPANY AMERICAN LAND TITLE ASSOCIATION ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STEPHEN J. ll',91;i STEPHEN J. BROWN, PROFESS REGISTRATION NO. 40, easemen s on /or rig s—of—way. of record per American Land Title Association Commitment Number 20011545 . 3. All bearings are based on the State Plane Coordinate System, NAD 198311990, adjusted, Florida East Zone, using Geodetic Monuments, having a Scale Factor calibrated as 1.000154, and are referenced to the North Line of subject property calculated as South 89'58'49" West. All others being relative thereto. 4. Elevations shown hereon are relative to North American ,Vertical Datum of 1988, and are based on benchmark "C-167", EtEV = 21,00' NAVD 88 DATUM , 5. There are no above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on the F.E.M.A. Map No. 12111CO070J . dated _D21L21,9029 , locates the parcel in Zone X, base flood elevation _ N/A feet; subject to any scaling and interpolation factors associated with mapping of this accuracy. This data is an interpretation by the surveyor and is provided as a courtesy. The flood zone) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown, 8. The expected use of the survey and man is for Commercial PuMoses , 9. All measurements are In accordance with the United States standard, in feet. 10. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties, REVISIONS BY REVISE SURVEY S.J.B. 12/15/2005 REVISE SURVEY S.J,B. 07/08/2020 SET/FOUND CORNERS SJB 013/14/2020 UPDATE SURVEY S.J.B. 12/28/2020 TREE LOCATIONS , S.J.B. 01/27/2021 REVISE SURVEY S.J.B. 03/09/2021 _J FILE:. U Do to Go CQ 0_ V J co P 0 � W � � U a r4 z �y�] z D a W 0 - Or) a0a H C/Z F*a G4 A 0 ry n n_ n ry CD > 0 0 rrrt V w ry W DRAWN S. J. B. CHECKED S. J. B. DATE 06 10 2004 SCALE 1If= 60' JOB NO. 4245-02-01 SHEET ONE OF ONE SHEETS