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✓•,aw.+r Rd
<br />5
<br />Kossik Rd
<br />Ko ik Pd
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<br />v .2
<br />a GiOAve
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<br />�1011
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<br />l7
<br />Pir"I Pond Rd
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<br />Ric Lit
<br />±nOe Ave
<br />�09 N
<br />> 7
<br />�5
<br />pr
<br />p Pinata Aie N m
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<br />ii:ida
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<br />NEW ACCESS/
<br />UTILITY EASEMENT
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<br />SF Z-E-P �IYR GOICIM NS
<br />UTPARCELS. LP
<br />458,05' N00°09'45"E
<br />77
<br />FDQT�TYPE-F
<br />CURB (TYP.) �
<br />_Fil
<br />----- ----------- � 15'L- -- SETBACK --
<br />`1T,
<br />20'10 9 10
<br />I5 - - ( YP.) - - - - - - - -
<br />AEN
<br />9, 12 12 y - -- _ -
<br />--- R2Ln. . L -,,--L! nn
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<br />- / � 7 6 5 - 12'
<br />- I � I 7, :
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<br />0) >- 6' CONC. HANDICASIDEWALK (TYP.) RAMP (CR-C) •
<br />LOCATION MAP C Br1
<br />NEWACCESS/--1 HANDICAP PARKING BUILDING#4
<br />UTILITY EASEMENT 1 Fi.424' 20' SIGN (TYP.)
<br />FDOT IF 10 3.7x SLOPE 4-Story, 52 Unds
<br />�a - 6.60' S4' E .�� ` CURB (TYP.) �I Sprinklered, NFPA 13R Sys.
<br />6.60' I ; ±64,412 sf, Max. F t: 60'-0"
<br />- N4-4'S9—'S3 "E
<br />N89'59'S0"W 20—
<br />- C 3
<br />.55'
<br />14.53—__ 7 -
<br />- — — — — — EMERGENCY ACCESS I 4sx SLOPE
<br />N00°00'10"E 172.67' GATE (SEE ARCH.
<br />PLANS FOR SPECS)
<br />R20
<br />Z END ASPHALT & 13 a J I-
<br />CONNECTOR ROAD I L,�
<br />C/G FOR FUTURE
<br />TL,� CONNECTION "
<br />S89'38' 24"W 1n
<br />40.00' ll Q CONC. PAD FOR I 6' CONIC.
<br />1 WATER METERS/B.F.P. RZO' DOG PARK SIDEWALK (TYP.)
<br />— — — — — — — — — — — — —Ll — — — — — — — — — —
<br />II
<br />b o
<br />, N
<br />IN ACCESS/ I I 6 (�) 10 - -" 6 ( 9 m R25' R15' 7 R5,
<br />- UTILITY EASEMENT 1 N N
<br />-- 41 12I---} 12- R5' s' coNc.
<br />-R15' --R15'
<br />I Q - SIDEWALK
<br />01 R25' 6 - -•� - 9 7 - - -- cR
<br />0 s�
<br />---- N oN
<br />6 9 9 5' 12' 5'
<br />I 1 �
<br />FOOT TYPE-F
<br />CURB (TYP.) I 20 24' -20' 12' 20'- 24'
<br />HANDICAP PARKING HANDICAP 1.4
<br />SIGN (TYP.) RAMPWill -
<br />�
<br />y " I 0)FDOT TYPE-F
<br />CURB TYP. �'•
<br />( ) BUILDING #3 7.ox x
<br />\ } w 4-Story, 52 Units -
<br />7' Sprinklered, NFPA 13R Sys. HANDRAILS
<br />16 $ C t6, 412 sf, Max. Ht: 60' o�
<br />I I_ 1T 7
<br />El
<br />NEW HANDICAP I v 6' CONC.
<br />j RAMP (Cl 6' n SIDEWALK
<br />I E � ® _
<br />6' CROSSWALK I _
<br />6' CONIC. SINGLE GATE W/
<br />SIDEWALK TYP. KEYPAD (SEE
<br />-L- - - - - - ( )
<br />� I I �' ARCH. PLANS)
<br />------ SF ZEPHYR III �,`ORMVIOI�A
<br />Lo
<br />NEW HANDICAP 1O
<br />I
<br />gill
<br />YP.) -
<br />FOOT TYPE-F
<br />CURB (TYP.)
<br />1. DEVELOPER NORTH AMERICAN DEVELOPMENT GROUP
<br />400 Clematis Street, Suite 201
<br />West Palm Beach, Florida 33401
<br />Phone: 561-578-8700
<br />2. CIVIL ENGINEER HAINES, GIPSON & ASSOCIATES, INC.
<br />1550 North Brown Road, Suite 100
<br />Lawrenceville, Georgia 30043
<br />Phone: 770-491-7550
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<br />EXISTING STORAGE FACILITY
<br />( (1-Story, 8,800 SF)
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<br />20' 2l
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<br />6' CONc�/k.
<br />N00°00'00"E 158.65' 25.0'
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<br />H
<br />SIDEWALK (TYP.)
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<br />rs< _ BUILDING #5
<br />®
<br />ri 4-Story, 52 Units I I I E t M
<br />r _ Sprinklered, NFPA 13R Sys.
<br />t64,412 sf, Max. Ht: 60'-0" N 5 - - I I I I (1 ' z
<br />RAMP (CR-F)
<br />, 3:I ! 8 g II
<br />STAIRS W/ 5-TREADS "v14
<br />O 6"-RISE, 12"-RUN � / CLUBHOUSE LEASIN �1 Cl W
<br />j l S00°00'10"W 140-22' �I
<br />_ «•i-1< II CENTER, MAIL & U 0 �\ O
<br />FDOT TYPE-F 00 I I �) ± 12.826 Acres �1 PACKAGE J `V
<br />CURB (TYP.) 1n ` /® 1-Story. Spnnk/eieo NFPA 13R Sys
<br />HANDICAP PARKING L I t8.060sf Max. R: 60'-0* S00'00'10"W
<br />a
<br />20' 24' 20' I 16' 35.78' I 1 0
<br />NEW 5' CONC. C'' SIGN (TYP.) n 6' CONIC.
<br />L
<br />SIDEWALK (TYP.) I n .,,. L.� E7 SIDEWALK (TYP.) 6' CONC.
<br />I I BUILDING #2 - SIDEWALK (TYP.) HANDICAP
<br />4-Sloy,, 48 Units RAMP (CR-A) 3-0
<br />LC
<br />I I Sprinklered, NFPA 13R Sys. 5.33' CONIC.
<br />1n N t55,9205f, Max. Ht: 60' 0" i SIDEWALK (TYP.) HANDICAP PARKING
<br />® I N SIGN (TYP.)
<br />Lj
<br />..
<br />rN.> EPFI a` R. COMMONS, LP I I � � ' !�i"
<br />�.
<br />6' CONIC. rn
<br />17 SIDEWALK (TYP.)
<br />HANDICAP TC,
<br />W
<br />RAMP CR-A
<br />�L �t
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<br />I
<br />( > u
<br />-7- MODULAR BLOCK WALL 9 10 9 FORMER ri 9 6 l7� l7+ 5 9 I Q o - P• „, P DO(MAX. HT:UND St3 FT) u
<br />12' 5' 12' (TYP.) R5' HANDICAP 18 O I�
<br />6' CONC. r•� �+ 4 RAMP (CR-E) 24' 20' a16 N
<br />p I I 01 SIDEWALK (Ty..� ) C .i C N R25'
<br />/'1�, ,yy� 1.0
<br />e ,5. I rn� BUILDING #1 r1 r HANDICAP PARKING
<br />g' R20' SIGN
<br />20' 24' 20' 'O 4-Story, 48Unds 0 8 (YP ) 20
<br />n ' ±55,920sf, Max.il t3R0Sy0s. - 20 10 R20'-
<br />Q in r 6' CONC. '
<br />�'Ill SIDEWALK (TYP.) R5' R3 R25' Lw
<br />11 LJ... HANDICAP
<br />16.6'' 20' 24' 20' 6' CONIC. -1 RAMP (CR-A) R2O'� N J QQ 0 UBLE ACCESSI o
<br />SIDEWALK (TYP.) i 61. �1 RZOO' GdTE SEE ARCH.
<br />R34' R9' .. I 0)
<br />PLANS FOR SPECS)
<br />° R35' ,
<br />u 24' - HANDICAP PARKING 12 FLUMENC' R34' 5� o R76' 00
<br />�6' 5 SIGN (TYP.) --- 5 R9\ I cr R5' R4'I
<br />I
<br />I R25 R9' IRIS R 5
<br />I
<br />R 34'
<br />'
<br />51
<br />N N N q R9' R34' r-1-ul� R20' HANDICAP 6
<br />0 0
<br />R25' S TYP.�- 6 - R15' R20' 4 8 ( 9 )- 1&- 5 1 L 1110 - 5 - 9 �,
<br />- �S• / / 12 1OQ� ' RAMP (Cl
<br />R5_- o
<br />I HANDICAP I - -
<br />sr RAMP NDICA(Cl HANDICAP DOUBLE ACCESS LT: - � � -20 - O�GyG FOOT TYPE-F
<br />N N RAMP (CR-E) �y GATE (SEE ARCH. - �� R15' CURB TYP.
<br />FDOT TYPE F ( )
<br />Know what's below.
<br />Call before you dig.
<br />INE LOCATION OF ALL 111TIt11ES ABOVE OR BELOW GRaHRo 9aw1N ON
<br />THESE DRAWINGS ARE APPROXIMATE ! WERE OBTA NED FROM
<br />OBSERVATIONS AT THE S17E AND/OR FROM THE UTILITY DINERS. NAM
<br />GIPSON t ASSOC., ■C.: DOES NOT GUARANIEE %AT LOCATIONS SHOWN
<br />ARE EXACT. IT SHALL BE THE RES 019BI M OF THE OWNER OF THE
<br />FROPFRN OR HIS AGENT AND/Olt THE CONIRACTOR TO DETERMINE EXACT
<br />LOCATIONS OF EXISTING UTIUTES (ABOVE OR BELOW GROUND) ! TO
<br />NOTIFY U71UTY OWNERS BEFORE BEGINNING ANY CONSTROCTION.
<br />CAUTION -NOTE TO CONTRACTOR
<br />THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT
<br />THE LOCATION AND/OR ELEVATION OF EXISTING
<br />UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
<br />RECORDS OF THE VARIOUS UTILITY COMPANIES AND.
<br />WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.
<br />THE INFORMATION IS NOT TO BE RELIED ON AS BEING
<br />EXACT OR COMPLETE. FL LAW REQUIRES THE
<br />CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER
<br />AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
<br />REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL
<br />BE THE RESPONSIBILITY OF THE CONTRACTOR TO
<br />COORDINATE THE RELOCATION OF ALL THE UTILITIES
<br />WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
<br />SHOWN ON THE PLANS
<br />PLANS FOR SPECS)
<br />CURB PPG
<br />g' --- - - - - - -- 9' _ - - - HANDICAP 1 GPI 24' �20'
<br />(TYP.)
<br />8 10 8 (YP. L�Cll)
<br />YP) 7 RAMP (CR-E) I R35' 205I I JCC N 4' CONIC. I-----®®
<br />-- -- - - - -- -- -- -- - -- -- - ---- 20�BU/LD/N
<br />L-- - - Ill SE
<br />FLUME R1�---------- -I
<br />15' LANDSCAPE SE78ACK ® 15' LANDSCAPE 15' LANDSCAPE SE18AC
<br />_ FOOT TYPE-F 4' CONIC.
<br />CURB (TYP.) FDOT TYPE-F FLUME
<br />S00°00'10"W 204.08' S00°00'10"W 266.22' S00°00'10"W 148.08'
<br />NEW HANDICAP - -
<br />RAMP
<br />F D O T DRAINAGE NOTE
<br />NO CONNECTION(S) OR MODIFICATIONS TO F.D.O.T.
<br />DRAINAGE SYSTEMS AND/OR WITHIN F.D.O.T.
<br />CONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL
<br />BE MADE AND STORMWATER FLOWS THROUGH THE
<br />SUBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T.
<br />DRAINAGE PERMIT HAS BEEN ISSUED.
<br />W S00°00'10"W 86.51' R25' R5' R25'
<br />-y -
<br />FDOT TYPE-F-
<br />MATCH FLUSH W/ EX. CURB (TYP.)
<br />PAVEMENT, CURBING, HANDICAP \
<br />AND SIDEWALK 6' CROSSWALK RAMP
<br />- - - - - - - N00°00'10"E 225.50' — — —
<br />(ro HANDICAP E I_ _ V E , I N - `
<br />NEW CONC. c0 1 9, �t . a
<br />7 =x F)i!YR `1 ' I ..3 POOH, LI`.IC ZEr s 3 116 SIDEWALK (TYP.) ui F C-DIVIRPIOa S
<br />�:�t., 1 F��.�-��, �� L , LP+ I I I r r� TI T nnnlr.lA�'r rASEMENT „B"
<br />CONSTRUCTION NOTES
<br />1. ALL CURB RADII TO BE 4 FEET AT FACE OF CURB, UNLESS OTHERWISE NOTED.
<br />2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE MEASURED TO THE FACE OF CURB, UNLESS
<br />OTHERWISE NOTED.
<br />3. CONCRETE SIDEWALK RAMPS SHALL BE CONSTRUCTED ACCORDING TO FDOT STANDARD PLANS INDEX
<br />522-002 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE.
<br />4. RETAINING WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX
<br />400-011 (GRAVITY WALL) OR AN ALTERNATIVE DESIGN BY A LICENSED STRUCTURAL ENGINEER.
<br />MATCH FLUSH W/ EX.
<br />PAVEMENT, CURBING, N
<br />AND SIDEWALK
<br />MODULAR BLOCK WALL
<br />AROUND TRANSFORMER N
<br />PAD (MAX. HT: t3-FT)
<br />l �. Y FZZ L- 1 z �w 4.#1 a x N S +,°.d L..l T P e''"« a L C Y._ h.,:aa , LP
<br />NEW OUTPARCEL
<br />TRACT
<br />- ±58, 283 sl, t 1. 338 ac/es
<br />SITE DATA CHART
<br />Development
<br />Tract
<br />Bull
<br />Type
<br />No. of
<br />Stories
<br />Area
<br />No. of Units
<br />Re uired Parking
<br />Provided Parking
<br />Handicap Parking
<br />Total Tract
<br />Areas
<br />sill
<br />Total Ratio
<br />Total
<br />Ratio
<br />Required
<br />Provided
<br />(acre)
<br />„A„
<br />.l fnlnjmnrly.
<br />Residenruf
<br />Chahhotue
<br />-
<br />1
<br />8060
<br />-
<br />483
<br />No. 1
<br />11
<br />4
<br />-
<br />48
<br />No.2
<br />11
<br />4
<br />48
<br />No. 3
<br />1
<br />4
<br />-
<br />52
<br />No.4
<br />1
<br />4
<br />-
<br />52
<br />No. 5
<br />1
<br />4
<br />52
<br />TRACT TOTAL
<br />8,060
<br />252
<br />441
<br />1.75 .S'pace ' L;nit
<br />482
<br />1.91 .ti aces Unit
<br />9
<br />13
<br />12.826
<br />1TLINE)
<br />LEGEND
<br />EXISTING EDGE OF PAVEMENT
<br />- -
<br />- - - - -
<br />- -
<br />EXISTING CURB &GUTTER
<br />EXISTING BUILDING
<br />_ _
<br />_ _ - _ -
<br />_ _
<br />PROPOSED CONCRETE CURB & GUTTER
<br />PROPOSED BUILDING
<br />PROPOSED RETAINING WALL
<br />PROPERTY LINES
<br />- -
<br />PROPOSED COMPACTOR BUILDING
<br />COMP.
<br />PROPOSED PAINTED CROSSWALK
<br />11
<br />11 11 117TY
<br />PROPOSED SIGNAGE
<br />i-
<br />H-CAP
<br />Fil
<br />R1-2 R3-8
<br />SIGN
<br />PROPOSED SIGNAGE SYMBOLS
<br />1
<br />R1
<br />TYPE "A•
<br />TYPE "B
<br />TYPE C"
<br />PROPOSED HANDICAP RAMPS
<br />PROPOSED CONCRETE SIDEWALKS
<br />PROPOSED HEAVY DUTY CONCRETE
<br />PROPOSED LIGHT DUTY ASPHALT
<br />PROPOSED HEAVY DUTY ASPHALT
<br />GRAPHIC SCALE
<br />40' 80'
<br />(IN FEET)
<br />1 inch = 40 ft.
<br />1
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<br />z
<br />DRAWN BY CHECKED BY
<br />TLF RCL
<br />DATE
<br />06/29/2020
<br />SHEET TITLE
<br />SITE PLAN
<br />SHEET NUMBER
<br />C-1.0
<br />Hall JOB No. 2020
<br />
|