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HomeMy WebLinkAbout4845 Airport RdLEGEND PROPOSED LEGEND S. SET �ry DIRIEcTION OF Flow F. FOUND MATCH LI N E A lit a 19' EXISTINGION IRON ROD ELEVAT + • ELEVATIONS ARE BASED ON NAVD-88 I.P. IRON PIPE � NAIL 88PROPOSED ELEVATION �DO ONUMENT (A) FIELD MEASUREMENT 1 ELEVATION AT TOP OF FEATURE A ARC 8.37X)C ELEVATION AT BOTTOM OF FEATURE �' \ A/C AIR CONDITIONER GRADING SUFFIE'S: AC. ACRESBW = BOTTOM OF WALL MA AMERICANS wmN DISABILITIES ACT � cj BFPD BACK FLOW PREVENTION DBE EP = EDGE OF PAVEMENT CONST. 10 LF 6 FT. HIGH � LNG SETBACK LINE HP = HIGH POINT OPAQUE FENCE, BOTTOM OF / �.�Q c CHORD ME or MEG = MATCH EXISTING GRADE FENCE 4" ABOVE FINISH GRADE. (C) CALCULATED (ESTIMATED INTERPOLATED VALUE) / CB CATCH BASIN MP - MATCH EXISTING EP COW CONCRETE BLOCK WALL TC = TOP OF CURB CHEI CHORD BEARING TS = TOP OF SIDEWALKrL CENTERLINE %S \ CLF CHAIN LINK FENCE TW =TOP OF WALL ' CC.O. CORRUGATED MET� -0- 6' CHIN LINK FENCE PIPES 0.0 .OCLFANOL CONC. CONCRETE CS CONCRETE SLAB - S - SILT FENCE C.T. CURB TIE CTV CABLE TELEVISION O NUMBER OF PROPOSED PARKING SPACES / ?� 0' (D) DEED 1-1 DEP DEPARTMENT OF ENVIRONMENTAL X REMOVE EXISTING TREE PROTECTION DHW DESM HIGH WATER EL Elm IGN LOW WATER - � FF OR FINISHED FLOO� FHA FIRE HYDRANT ASSEMBLY _ FPC FLORIDA POWER CORPORATION GI GRATE INLET- GAV GAS VALVE / {I GM GAS METER cj' ^ GV GATE VALVEGW GUY WIRE . INVERT IMF LINEAR FEET L hN, OO LFE LOWEST FLOOR ELEVATIONLP LIGHT LIGHT POLE (M) MEASURED MAS MASONRY MES MITERED END SECTION PID: 13-26-21-0000-19900-0000 MHWL MEAN HIGH WATER LINE ZONING: RC - RECREATION/CONSERVATION 15.0' TYPE D BUFFER / NM NA"Io lA GEOIXTIC DIAL D� FLU: RECREATION AND OPEN SPACE COAST. ASPHALT rrL O/N orERtiEAo + EXISTING USE: UTILITY PAVEMENT (TYP.)- v°e PLAT IAI. RED I - - PPOOB P gNNING %S• \ \ L�OLOi PRM PERMANIDM REFSMNCE MONUMENT PVC POLYVINYL CHLORIDE LE a -Tr R PAWS ZRECORD 10.0' BSL 3� • REINFORCED CONCRETE PIPE RCW RECLAIMED WATER 8 N RNG. RANGE/LU SAN RIGHSANITARY CONST. 17± I- f_ - s" SANIWAIr �o OPAQUE FENCE BOTTOM 10 sco sANIrARr CLEAN -our SEC. SECTION SF SQUARE FEET FENCE 4" ABOVE FINISH SHw SEASONAL HIGH WATER TBM TEMPORARY BENCHMARK �O 24 ma TOP OF BEW 24.0 . / ' I ' I � TOE OF SLOPE �� 6 / .Tw TOWNSHIP0 -- u u»m LPa E �� s° 1 / 1-- f--- wF wood FENCE 1 WM WATER MEn m rN- rN-- P� IN IN Lam- Lko o•/ I} I� r--- �o �?� 0 10.0 Fr�Mr /LL. 4 oo f N v aC4 IF I_I_ O W 0- , o / ` '� ~ 24.0' I 24.0' I l I-- 1--- �kl' (/ PROP. STORM POND ® (`•'_ C4 # 0 W W 10- PROPERTY LINE (TYP.) jo.o' t 20.0'! / f i PID: 13-26-21-0000-00300-0021 ZONING: LI - LIGHT INDUSTRIAL It 2, 24.0' -LL. 0 0 -24.0' i o N r 10.0' f a NZ Q W 24.0' H t 10.0' UNPLATTED LAND .2 1 f CONST. WHITE LEFT -TURN ARROW PER FDOT INDEX 711-001 (TYP.) I F f. COAST. 10 LF 6 FT. HIGH MASONRY WALL W/ WEEP HOLES BETWEEN BUILDING WALLS (DESIGN BY OTHERS) 7 .0' PID: 13-26-21-0000-00300-0000 ZONING: R4 - MULTI -FAMILY RESIDENTIAL 7 .0' FLU: RESIDENTIAL URBAN EXISTING USE: CONDO i 0 z 0 a- m ar 0 I- 0 a: 0 w 0- 0 75.0' BSL 20.0' TYPE C UNPLATTED LAND BUFFER 15.0' TYPE D OPAQUE FENCE, BOTTOM OF BUFFER R25.0 - __-FENCE 4" ABOVE FINISH GRADE CONST. 90f LF 6 FT. HIGH OPAQUE FENCE, BOTTOM OF COAST. STOP SIGN OLD BARRACKS ROAD(F) FENCE 4" ABOVE FINISH GRADE CONST. WHITE THROUGH & CONST. WHITE THROUGH ARROW RIGHT -TURN ARROW PER FDOT PER FDOT INDEX 71 1-001 (TYP.) = INDEX 711-001 (TYP.) CONST. 24" WHITE STOP BAR PER FDOT INDEX 711-001 (TYP.) COAST. ELECTRIC ROLLING GATE PROP. KEY PAD IN 3'X5' ISLAND, EXISTING CONDITIONS, AS DEPICTED, WERE TAKEN FROM 6" VERTICAL CURB 44 A BOUNDARY, TREE & TOPOGRAPHIC SURVEY, PREPARED BY DEUEL & ASSOCIATE, A SEPI COMPANY, LB #8423. DATE OF FIELD SURVEY: OCTOBER 13, 2022. MATCH LINE A' a_ W i� o Ll N89.44'55"W(P) 27.00'(P) to N �r Iw orn IO r IZ O O o SF 0. OF UNITS AREA 111 11,100 14 2, 800 14 2,100 75 15,000 77 11, 550 113 5, 550 72 1, 800 11 1, 550 14 350 512 54,200 :• 00 ..ul N N 0' 30' 60' SCALE: I" = 30' DESIGN: XC 565 SOUTH HERCULES AVENUE , SQUIRREL ,GS'TOR,1 Gam' 1, CFNOR,PNER T CHIN, HEREBY CERTIFY AS A LICENSED PTE 471 f(4814 05 18 22 EXPAND DRNEWAY &ADD KEY PAD ISLAND XC SSOCIATES �"�• �TM �O sTATvrE 4�1 (4s1) THAT EUEL A CLEARWATER, FL 33764 THE ABOVE PROJECTS SITE AND/OR CONSTRUCTION PUWS, TO THE BEST OF MY / / DRAWN: XC PHONE 727.822.4151 ,GSIT�' IL�4N KNOWLEDGE, INFORMATION AND BELIEF. WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CRY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED 1 02/20/23 PER ZEPHYRHILLS & SWFWMD COMMENTS XC DWWW.DEUELENGINEERING.COM STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECTS PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE REV.# DATE REVISION BY CHECKED: CAC A SEPI COMPANY, A DIVISION OF TRANSYSTEMS ZEPHYRHILLS FLORIDA 0 SUBMITTED PLANS. " � �eau ocA�te (g7 ALL 811 SUNSHINE STATE ONE CALL OF FLORIDA www.callsunshlne.com (800) 432-4770 MIN. 2 FULL BUSINESS DAYS BEFORE YOU EXCAVATE LOCATION MAP N.T.S. SITE DATA TABLE: SITE LOCATION: AIRPORT ROAD & OLD BARRACKS ROAD ZEPHYRU LLS. FL 33542 PROPERTY OWNER: CIVIL ENGINEER & SURVEYOR: RIZZZO SELF STORAGE OF DEUEL & ASSOCIATES, ZEPHYR HILLS LLC A SEPI COMPANY, 1635 COMMONS PARKWAY A DIVISION OF TREANSYSTEMS MACEDON, NY 14502 565 SOUTH HERCULES AVENUE CLEARWATER, FL 33764 (727) 822-4151 DEVELOPER: SQUIRREL STORAGE LLC ATTN: KEVIN MARTIN 16395 BROOKFIELD ESTATES WAY DELRAY BEACH, FL 33446 FLOOD ZONE: "X" MAP PANEL ID: 12103CO456F EFFECTIVE DATE: 9/26/2014 PROJECT SUMMARY & SITE DATA: EXISTING PROPOSED TOTAL BUILDING AREA = 0 SF(0%) 54,200 SF(19.17.) TOTAL BUILDING (GFA) = 0 SF 54,200 SF TOTAL ASPHALT/CONC./SHELL AREA= 105 SF(0%) 81,716 SF(28.97.) TOTAL IMPERVIOUS AREA = 105 SF(0%) 135,916 SF(48.0%) TOTAL GREEN AREA = 283,098 SF(100%) 147,287 SF(52.07.) TOTAL PROJECT AREA 283,203 SF (6.50 AC) ZONING: LI - LIGHT INDUSTRIAL PROPOSED USE: SELF -STORAGE LAND USE: INDUSTRIAL PIN: 13-26-21-0000-00300-0020 & 0021 LOT REQUIREMENTS: REQUIRED PROPOSED LOT AREA N/A SF 283,203 SF LOT WIDTH 75 FT 244 FT LOT DEPTH 100 FT 466 FT BUILDING SETBACK REQ IREMENTS: FRONT NORTHERLY EAST 20 FT 20 FT SIDE(SOUTHERLY EAST) 75 FT 75 FT FRONT(WESTERLY SOUTH) 20 FT 60.5 FT SIDE EASTERLY SOUTH) 75 FT 101.8 FT SIDE WEST) 15 FT 15 FT SIDE NORTH) 15 FT 15.1 FT LANDSCAPE BUFFER REQUIREMENTS: FRONT(NORTHERLY EAST) 15 FT 15 FT SIDE(SOUTHERLY EAST) 20 FT 20 FT FRONT(WESTERLY SOUTH) 15 FT 15 FT SIDE EASTERLY SOUTH) 20 FT 20 FT SIDE WEST) 15 FT 15 FT SIDE NORTH) 15 FT 15.1 FT MAXIMUM LOT COVERAGE (ISR): 0.85 0.48 INTERIOR GREEN SPACE: 10% OF V.U.A.(3,423SF) = 342 SF 357 SF MAXIMUM FLOORZAREA RATIO: 0.50 0.19 MAXIMUM BUILDING HEIGHT: 30 FT/2 STORIES < 30 FT NUMBER OF PARKING SPACES: WEARHOUSE:1 SP PER TWO EMPLOYEES ON THE COMBINED LARGEST AND SECOND LARGEST WORKING SHIFT = 1 SP 2 SP NUMBER OF H.C. PARKING SPACES: 2 SP = 1 HC 1 HC SOLID WASTE: TRASH CONTAINERS TO BE KEPT INSIDE OF BUILDING AND DEPOSITED ALONG AIRPORT R/W ON ASSIGNED TRASH COLLECTION DAY. _j bP -?7fY-7731 u6q - �c; CHRISTOPHER A. CHIN, P.E. 84365 PROJECT NO. I SE22.110.00 DATE: DECEMBER 13, 2022 SCALE: 1 " = 30' SHEET NO. 9 OF 24 LEGEND PROPOSED LEGEND S. sEr �� DIRECTION MATCH LINE A F. I.P. FOUND IRON PIPE ,9• EXISTING ELEVATKN + ' ELEVATIONS ARE BASED ON NAVD-88 ICB NAIL & DISK ED PROPOSELEVATION � M. CONCRETE MONUMENT8'8 O�c � (AA) � MEASUREMENT 1 ELEVATION AT TOP OF FEATURE 8.AM_ ELEVATION AT BOTTOM OF FEATURE .2 AC. ACRES GRADING SUFFIXES: C.1 ^_ ADA BFpD AMERICANS WITH D ACT BACK FT_DW PRbvsN7ION DEVICE BW = BOTTOM OF WALL EP = EDGE OF PAVEMENT CONST. 10 LF 6 FT. HIGH u [� , BOLL BSL BOLLARD G = GROUND HP HK;Ii POINT OPAQUE FENCE, BOTTOM OF ! ��Q _� 24.0 N c BUILDING SETBACK LNNE CHORD ME or MEG = MATCH EXISTING GRADE FENCE 4 ABOVE FINISH GRADE / i O (C) CAJM ATM INTERPOLATED VAUE) ( cm CHB CATCH BASIN CONCRETE BLOCK WALL CHORD MP TC = TOP OF CURB 1 \ G O O NCB BEARING TS - TOP OF SIDEWALK `S `� O ..i CMP TW =TOP OF WALL 0.0' Lad a METAL PPE CLEANOUT _0___ 6' CHAIN UNK FENCE aS > La CONC. CONCRETE _ CS CONCRETE SLAB - - SILT FENCE 0.0. L_ ~ CTV CABLE TELEVISION O NUMBER OF PROPOSED PARKING SPACES / - D (DE)P DEED DEPARTMENTOF ENNRONMENTAL X REMOVE EXISTING TREE DHW OL1M PROTECTION DESIGN HGH WATER DESIGN ' LOW WATEREL_ ELVAXION �p FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY CORPORATION , �10LU j GFPC � ry' r_ / ' 1 GM GV GAS METER GATT: VALVE V 1� GW LF cur WIRE UWARFEET F A/ o o- 24.0' �o-' UGFR PN)I E OR EIiVATTON `r°- `�°• 24.0' (M �` i I s MASONRY / MES MITERM END SECTION PID: 13-26-21-0000-19900-0000 % MANHOLE o 0 / w MEAN HIGH WATER UNE ZONING: RC - RECREATION/CONSERVATION 15.0' TYPED BUFFER / ra - I-w - ' NGVD M►MONAL GEODETIC VERTICAL DATUM FLU: RECREATION AND OPEN SPACE COAST. ASPHALT PAVEMENT (TYP.) I I T- O/H OVERHEAD WVMS EXISTING USE: UTILITY �, ' - O.R. pa PG PO POE! OFFICIAL RECORD MAT BOOK PAGE/PAGES BEGINNINGQ ' PNC PERMANENTMONUMENT / ! P PCHLORIDE 10.0' R (R) RADIUS RECORD 10.0' BSL RCP RCW REINFORCED CONCRETE PPE RECLAIMED WATER 3 8 N RAG. RANGE CD SHTAR SANN I�AY ^� = CONST. 17t LF 6 FT. HIG '' F I- h 10.0 Swo EC.SECTION �OPAQUE FENCE, BOTTOM 0 SF S FEET o FENCE 4" ABOVE FINISH GRA E sm SEASONAL HIGH WATERTEIM TOP OFPOBEBENCHMARKToo �.� �'' / 24.0 24.0' I 24.0' 24.0' TOS TOE OF SLOPE-- T'WP WF WOW FENCE / t'lu: I )-Zb-z 1 -uuuu-uul)uu-UUL I ZONING: LI - LIGHT INDUSTRIAL FLU: INDUSTRIAL EXISTING USE: VACANT / c 1 O O M 7 .0' 7 .0' 0 z 0 0- 0 I- cn Ni 0 a 0' UNPLATTED LAND CONST. WHITE LEFT -TURN ARROW PER FDOT INDEX 711-001 (TYP.) tI F CONST. 10 LF 6 FT. HIGH MASONRY WALL W/ WEEP HOLES I BETWEEN BUILDING WALLS (DESIGN BY OTHERS) PID: 13-26-21-0000-00300-0000 ZONING: R4 - MULTI -FAMILY RESIDENTIAL FLU: RESIDENTIAL URBAN EXISTING USE: CONDO 75.0' BSL _- 20.0' TYPE C BUFFER W en o w v 1: o) o CIt- 0o 0 I UNPLATTED LAND CONST. 29t LF 6 FT. HIGH ^ MASONRY WALL W/ WEEP HOLES Q x - x X - X (DESIGN BY OTHERS) -- 35.0 FIR 5/8" .20A, 2-0 - - - NO ID 3"X3 "RLS 827" . . . . . 20.0' BSL N 35''f(P)- 455:iFCM 8/N89-44'55-W AV CONST. 93t LF 6 FT. HIGH 15.0' TYPED BUFFER _ .___ R25.0 OPAQUE FENCE, BOTTOM OF - - ---FENCE-_4"_ ABOVE FINISH _-GRADE COAST. 90t LF 6 FT. HIGH OPAQUE FENCE, BOTTOM of CONST. STOP SIGN OLD BARRACKS ROAD(F) FENCE 4" ABOVE FINISH GRADE 4 05/18/22 EXPAND DRIVEWAY & ADD KEY PAD ISLAND XC DRAWN: XC 1 02/20/23 PER ZEPHYRHILLS & SWFWMD COMMENTS XC REV.# DATE REVISION BY I CHECKED: CAC A BOUNDARY, TREE & TOPOGRAPHIC SURVEY, PREPARED BY DEUEL & ASSOCIATE, A SEPI COMPANY, LB #8423. DATE OF FIELD SURVEY: OCTOBER 13, 2022. DEUEL &ASSOCIATES A SEPI COMPANY, A DIVISION OF TRANSYSTEMS 565 SOUTH HERCULES AVENUE CLEARWATER, FL 33764 PHONE 727.822.4151 WWW.DEUELENGINEERING.COM MATCH LINE A' IZ N W 1� oo N89'44'55"W(P) 27.00' (P) I� of 30 60 a. w SCALE: 1" = 30' r` to 0 0 iz E 10'X5' 113 5,650 5' X 5' 72 1, 800 10' X 20' 11 2, 200 10'X15' 11 1,650 575' 14 350 512 54,200 :• •• - CL N ,SQNIIR.R�L ,LS''�7Ol blZ GL�' I, CHRISrOPHER A. • HEREBY CERTIFY AS A LK PROF ZONAL C %��i /J , REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT �t111 Li P_Z N THE ABOVE PINFORM T SITE AND,OR CONLL MEET PLANS. E THE BEST OF MY KNOWLEDGE, MFORMATKMN AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, SPATE AND FEDERAL ESTABLISHED STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIB LRY AS THE PROJECTS PROFESSIONAL ENGINEER M PERFORM A QUALITY ASSURANCE REVIEW OF THESE ZEPHYRHILLS FLORIDA sUmrim Pu►Ns. LOCATION MAP N.T.S. SITE DATA SITE LOCATION: AIRPORT ROAD & OLD TABLE: BARRACKS ROAD ZEPHYRHILLS. PROPERTY OWNER: FL 38542 CIVIL ENGINEER & SURVEYOR: RIZZZO SELF STORAGE OF DEUEL & ASSOCIATES, ZEPHYR HILLS LLC A SEPI COMPANY, 1635 COMMONS PARKWAY A DIVISION OF TREANSYSTEMS MACEDON, NY 14502 565 SOUTH HERCULES AVENUE CLEARWATER, FL 33764 (727) 822-4151 DEVELOPER: SQUIRREL STORAGE LLC ATTN: KEVIN MARTIN 16395 BROOKFIELD ESTATES WAY DELRAY BEACH, FL 33446 FLOOD ZONE: 'Y' MAP PANEL ID: 12103CO456F EFFECTIVE DATE: 9/26/2014 PROJECT SUMMARY & SITE DATA: EXISTING PROPOSED TOTAL BUILDING AREA = 0 SF(07.) 54,200 SF(19.1 %) TOTAL BUILDING (GFA) = 0 SF 54,200 SF TOTAL ASPHALT/CONC./SHELL AREA= 105 SF(07.) 81,716 SF(28.97.) TOTAL IMPERVIOUS AREA = 105 SF(07.) 135,916 SF(48.07. TOTAL GREEN AREA = 283,098 SF(100%) 147,287 SF(52.07. TOTAL PROJECT AREA 283,203 SF (6.50 AC) ZONING: LI - LIGHT INDUSTRIAL PROPOSED USE: SELF -STORAGE LAND USE: INDUSTRIAL PIN. & 0021 LOT REQUIREMENTS: REQUIRED PROPOSED LOT AREA N/A SF 283,203 SF LOT WIDTH 75 FT 244 FT LOT DEPTH 100 FT 466 FT BUILDING SETBACK REQUIREMENTS: FRONT(NORTHERLY EAST) 20 FT 20 FT SIDE(SOUTHERLY EAST) 75 FT 75 FT FRONT(WESTERLY SOUTH) 20 FT 60.5 FT SIDE EASTERLY SOUTH) 75 FT 101.8 FT SIDE WEST) 15 FT 15 FT SIDE NORTH) 15 FT 15.1 FT LANDSCAPE BUFFER REQUIREMENTS: FRONT(NORTHERLY EAST) 15 FT 15 FT SIDE(SOUTHERLY EAST) 20 FT 20 FT FRONT(WESTERLY SOUTH) 15 FT 15 FT SIDE EASTERLY SOUTH) 20 FT 20 FT SIDE WEST) 15 FT 15 FT SIDE NORTH) 15 FT 15.1 FT MAXIMUM LOT COVERAGE (ISR) 0.85 0.48 INTERIOR GREEN SPACE: 10% OF V.U.A.(3,423SF) = 342 SF 357 SF MAXIMUM FLOOR/AREA RATIO: 0.50 0.19 MAXIMUM BUILDING HEIGHT: 30 FT/2 STORIES < 30 FT NUMBER OF PARKING SPACES: WEARHOUSE:1 SP PER TWO EMPLOYEES ON THE COMBINED LARGEST AND SECOND LARGEST WORKING SHIFT = 1 SP 2 SP NUMBER OF H.C. PARKING SPACES: 2 SP = 1 HC 1 HC SOLID WASTE: TRASH CONTAINERS TO BE KEPT INSIDE OF BUILDING AND DEPOSITED ALONG AIRPORT R/W ON ASSIGNED TRASH COLLECTION DAY. CHRISTOPHER A. CHIN, P.E. 84365 PROJECT NO. ( SE22.110.00 DATE: DECEMBER 13, 2022 SCALE: 1 " = 30' SHEET NO. 9 OF 24 LEGEND s SET F. FOUND I.R. IRON ROD I.P. IRON PIPE N&D NAIL & DISK C.M. CONCRETE MONUMENT AA) FIELD MEASUREMENT ARC A/C AIR CONDITIONER AC. ACRES ADA AMERICANS WITH DISABLITIES ACT BFPD BACK FLOW PREVENTION DEVICE BOLL BOLLARD 8% BUILDING SETBACK LINE c CHORD (C) CALCULATED CB CATCH BASIN CBW CONCRETE BLOCK WALL CHS CHORD BEARING ti CENTERLINE CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE C.O. CLEANOUT CONC. CS CONCRETE CONCRETE SLAB CCTV n CCAMERB TELEVISION (D) DEED DEP DEPARTMENT OF ENVIRONMENTAL DHW DESIGN HIGH WATER DLW DESIGN LOW WATER EL ELEVATION FF FINISHED FLOOR FHA FILE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION GI GRATE INLET GAV GAS VALVE GM GAS METER Gv GATE VALVE GW GUY WIRE ON. INVERT LF LINEAR FEET LFE LOWEST FLOOR ELEVATION LP LIGHT POLE ( MEASURED MUS MASONRY MES MITERED END SECTION MH MANHOLE MHWL MEAN Hips WATER LINE NAVD NORITi AMERICA NGVD NATIONAL GEODETIC VERTICAL DATUM O OVERHEAD WIRES .R OFFICIAL RE0OR'D PB PLAT BOOK PG PAGE/PAGES POB POINT OF BEGINNING PRM PERMANENT REFERENCE MONUMENT PVC POLYVINYL CHLORIDE R RADIUS (R) RECORD RCP REINFORCED CONCRETE PIPE RCW RECLAIMED WATER RNG. RANGE R/WSAN RIGHT--OF-WAY SCO SANITARY CLEAN -OUT SEC. SECTION SF SQUARE FEET SHW SEASONAL HIGH WATER TBM TEMPORARY BENCHMARK TOB TOP OF BERM TOS TRANS TOE OF SLOPE TRANSFORMER TWIP TOWNSHIP UP UTILITY POLE WF WOOD FENCE WM WATER METER PROPOSED LEGEND .-� DIRECTION OF FLOW ti ,91 EXISTING 8"ATION } s ELEVATIONS ARE BASED ON NAVD-88 ,®PROPOSED ELEVATION 1 ELEVATION AT TOP OF FEATURE 8 37XX ELEVATION AT BOTTOM OF FEATURE GRADING SUFFIXES_ BW = BOTTOM OF WALL EP = EDGE OF PAVEMENT G = GROUND HP HIGH POINT ME or MEG = MATCH EXISTING GRADE (ESTIMATED INTERPOLATED VALUE) MP = MATCH EXISTING EP TC = TOP OF CURB TS = TOP OF SIDEWALK TW = TOP OF WALL 6' CHAIN LINK FENCE - SILT FENCE aNUMBER OF PROPOSED PARKING SPACES X REMOVE EXISTING TREE MATCH LINE A CONST. 10 LF 6 FT. HIGH OPAQUE FENCE, BOTTOM OF FENCE 4" ABOVE FINISH GRADE_ 10.0' BSL CONST. 17t LF 6 FT. HIG - OPAQUE FENCE, BOTTOM 0 a FENCE 4" ABOVE FINISH GRA E ss ` b� V 17 0.0' , / l . 0 0LI N, FL / 0 I_^ / ' v ER 7 \ CONST. ASPHALT {- W r { PAVEMENT (TYP.) 3p � clq F L_ L- 24.0' 24.0' {- I- - F- - I- r�- ram- 00 0 10 Lcq L.., [+ 0 .2 1[j La. 4 0 o- 24.0' 1 `t o O {� O .Ni a W a LI_ H l-L 124.0'- 24.0' L, 0 - { l� i� { rF'II 10.0' LIJ 10.0 FI- - -24.0' I- - 24.0' 1 rN � O CONST. WHITE LEFT -TURN ARROW PER FDOT INDEX 711-001 (TYP.) CONST. 10 LF 6 FT. HIGH MASONRY WALL W/ WEEP HOLES BETWEEN BUILDING WALLS (DESIGN BY OTHERS) 7 .0' PID: 13-26-21-0000-00300-0000 ZONING: R4 - MULTI -FAMILY RESIDENTIAL 7 .0' FLU: RESIDENTIAL URBAN EXISTING USE: CONDO 75.0' BSL 20.0' TYPE C BUFFER 'fv / �- a F nW. co �oz co*/ ,� t- - r r- - Lco o 1* 06 2� 'k 10.0 2L0.0 L�fl.O 'LL0.0 0 •.- - e 'o I- 1- I- I- � m`T, I n o a: d' o (1)w C 0 • O 0- cn O W 1 I- 0- L_ / N ` 1-_ L_ a M H W 24.0, I- - 24.0' 24.0' - 24.0' a ON! � _�°04 �/ PROP. STORM POND ® I oo ® 1 00 ® { oo {O 04 ( O N O N f L}_ j 0-0.0' t L 0.0' ! ©.0' t / I I �I- 1 . / 10.0' 7 .0' I / PID: 13-26-21-0000-00300-0021 ZONING: Ll - LIGHT INDUSTRIAL F t FLU: INDUSTRIAL o 0 0 EXISTING USE: VACANT M ® M M i is o ^ "vs 000 COAST. 29t LF 6 FT. HIGH / o MASONRY WALL W/ WEEP HOLES Q / X - X X ` - X i (DESIGN BY OTHERS) -- -- 35.0 - -- - RR 5/8" 2.0 _ _ NO ID --- - 'A \_FCm 3"X3" N8 '35?W(FL)- 455:1- p "RLS 827" 20.0' BSL N89'44'55W 455.47'(F) '; CONST. 93t LF 6 FT. HIGH 15.0' TYPE D OPAQUE FENCE, BOTTOM OF BUFFER R25.0 FENCE 4._.ABOVE__FINISH_.GRADE CONST. 90t LF 6 FT. HIGH eONST. STOP SIGN OPAQUE FENCE, BOTTOM OF OLD BARRACKS ROAD(F) FENCE 4" ABOVE FINISH GRADE UNPLATTED LAND A BOUNDARY, TREE & TOPOGRAPHIC SURVEY, PREPARED BY DEUEL & ASSOCIATE, A SEPI COMPANY, LB #8423. DATE OF FIELD SURVEY: OCTOBER 13, 2022. DESIGN: XC DEUEL 565 SOUTH HERCULES AVENUE DRAWN: XC4 05/18/22 EXPAND DRIVEWAY & ADD KEY PAD ISLAND XC CPHONE 727.822.4151LEARWATER, FL 33764 1 02/20/23 PER ZEPHYRHILLS & SWFWMD COMMENTS XC WWW.DEUELENGINEERING.COM REV. f I DATE REVISION BY CHECKED: CAC A SEPI COMPANY, A DIVISION OF TRANSYSTEMS MATCH LINE A' N a i� 10 AL z L- N89'44'55"W(P) 27.00'(P) 0_ I1P cq I� 0' 30' 60' d w SCALE: 1" = 30' r l 0 O 0 Iz MUMN BOW VW OUN CALL 81VA1 SUNSHINE STATE ONE CALL OF FLORIDA www.callsunshlno.com (800) 432-4770 I MIN. 2 FULL BUSINESS DAYS BEFORE YOU EXCAVATE E Iz J S89'44'S5"E(P) 35.00'(P) a �o �o oa 0 z N ,LS'Q�I�RR�Z S77OR G�1, CHRISTOPHER A. CHIN, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT ,S17Z7' PL14N THE ABOVE PROJECTS SITE AND/OCONSTRUCTION ANS, E THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECTS ZEPHYRHILLS FLORIDA PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE SUBMITTED PLANS. LOCATION MAP N.T.S. (000� SITE DATA TABLE: SITE LOCATION: AIRPORT ROAD & OLD BARRACKS ROAD ZEPHYRHaLS. FL 33542 PROPERTY OWNER: CIVIL ENGINEER & SURVEYOR: RIZZZO SELF STORAGE OF DEUEL & ASSOCIATES, ZEPHYR HILLS LLC A SEPI COMPANY, 1635 COMMONS PARKWAY A DIVISION OF TREANSYSTEMS MACEDON, NY 14502 565 SOUTH HERCULES AVENUE CLEARWATER, FL 33764 (727) 822-4151 DEVELOPER: SQUIRREL STORAGE LLC ATTN: KEVIN MARTIN 16395 BROOKFIELD ESTATES WAY DELRAY BEACH, FL 33446 FLOOD ZONE: "X" MAP PANEL ID: 12103CO456F EFFECTIVE DATE: 9/26/2014 PROJECT SUMMARY & SITE DATA: EXISTING PROPOSED TOTAL BUILDING AREA - 0 SF(07.) 54,200 SF(19.17.) TOTAL BUILDING (GFA) = 0 SF 54,200 SF TOTAL ASPHALT/CONC./SHELL AREA= 105 SF 0% 81,716 SF 28.9% TOTAL IMPERVIOUS AREA = 105 SF 0�� 135,916 SF 48.0% TOTAL GREEN AREA = 283,098 SF 100%) 147,287 SF 52.0% TOTAL PROJECT AREA 283,203 SF (6.50 AC) ZONING: LI - LIGHT INDUSTRIAL PROPOSED USE: SELF -STORAGE LAND USE: INDUSTRIAL PIN: 13-26-21-0000-00300-0020 & 0021 LOT REQUIREMENTS: REQUIRED PROPOSED LOT AREA N/A SF 283,203 SF LOT WIDTH 75 FT 244 FT LOT DEPTH 100 FT 466 FT BUILDING SETBACK REQUIREMENTS: FRONT(NORTHERLY EAST) 20 FT 20 FT SIDE(SOUTHERLY EAST) 75 FT 75 FT FRONT(WESTERLY SOUTH) 20 FT 60.5 FT SIDE EASTERLY SOUTH) 75 FT 101.8 FT SIDE WEST) 15 FT 15 FT SIDE NORTH) 15 FT 15.1 FT LANDSCAPE BUFFER REQUIREMENTS: FRONT(NORTHERLY EAST) 15 FT 15 FT SIDE(SOUTHERLY EAST) 20 FT 20 FT FRONT(WESTERLY SOUTH) 15 FT 15 FT SIDE EASTERLY SOUTH) 20 FT 20 FT SIDE WEST) 15 FT 15 FT SIDE NORTH) 15 FT 15.1 FT MAXIMUM LOT COVERAGE (ISR): 0.85 0.48 INTERIOR GREEN SPACE: 10% OF V.U.A.(3,423SF) = 342 SF 357 SF MAXIMUM FLOOR/AREA RATIO: 0.50 0.19 MAXIMUM BUILDING HEIGHT: 30 FT/2 STORIES NUMBER OF PARKING SPACES: < 30 FT WEARHOUSE:1 SP PER TWO EMPLOYEES ON THE COMBINED LARGEST AND SECOND LARGEST WORKING SHIFT = 1 SP 2 SP NUMBER OF H.C. PARKING SPACES: 2 SP = 1 HC 1 HC SOLID WASTE: TRASH CONTAINERS TO BE KEPT INSIDE OF BUILDING AND DEPOSITED ALONG AIRPORT R/W ON ASSIGNED TRASH COLLECTION DAY. CHRISTOPHER A. CHIN, P.E. 84365 PROJECT NO. I SE22.110.00 DATE: DECEMBER 13, 2022 SCALE: 1 " = 30' SHEET NO. 9 OF 24