NCC243524_Site Plan or Location Map_20241114

SITE DATA: SITE NOTES
ZONING: CC-CORRIDOR COMMERCIAL EXISTING BUILDING AREA: 0 LAND USE
o MAXIMUM LOT COVERAGE PROPOSED BUILDING AREA: 5,915 SF EXISTING: VACANT PARKING LOT 1. ALL CURB RADII ARE 3.0' UNLESS OTHERWISE NOTED.
ALLOWED PER ZONING DISTRICT:N/A% BUILDING HEIGHT: 33' PROPOSED: CONVENIENCE STORE18 LOT COVERAGE EXISTING: 0 SQ FT GROSS FLOOR AREA: 5,915 SF 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
LOT COVERAGE PROPOSED: 72,704 SQ FT DEED REFERENCE: DB 5432 PG 695 3. LOADING ZONE STRIPING SHALL BE PAINTED 4" SINGLE YELLOW SOLID LINE
E LOT COVERAGE EXISTING PARKING REQUIRED: MIN.1 PER 200 SF MB 34 P 72
AND PROPOSED: 72,704 SQ FT (BUILDING) 30 SPACES PARCEL NUMBER: 049903 AT 2'-0. 0.C. 45'TO THE DRIVE AISLE.
PERCENTAGE OF LOT COVERAGE MAX 150%OF REQUIRED TOWNSHIP: 110-JACKSONVILLE
EXISTING AND PROPOSED: 82% SPACES=45 SPACES 4. TWO COATS YELLOW TRAFFIC PAINT(4" MIN. WIDTH) REQUIRED FOR
DISTURBED AREA: 2.14 AC PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT SHALL BE
PARKING REQUIRED: MIN.1 PER 100 SF
SI (SEATING) 4 SPACES NUMBER OF LOTS EXISTING: 1 USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" PAINT STROKE).
SITE AREA: 1.70 AC MAX 150%,OF REQUIRED NUMBER OF LOTS PROPOSED: 1 CITY STAMP
SPACES=6 SPACES MINIMUM LOT SIZE: N/A 5. PROPOSED CONCRETE PADS TO HAVE 2 FT X 2 FT CHAMFERED CORNERS.
2 EXISTING BUILDING AREA: 0 MAXIMUM LOT SIZE: N/A 6. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON N
PROPOSED BUILDING AREA: 5,915 SF PARKING PROVIDED: 48 STANDARD SPACES NUMBER OF UNITS: 1 COMMERCIAL UNIT z
BUILDING HEIGHT: 33' 2ADA SPACES PAVEMENT STRIPING UNLESS OTHERWISE NOTED. 0
" GROSS FLOOR AREA: 5,915 SF
_ IMPERVIOUS AREA 7. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE w
EXISTING: 0.00 AC D'
SITE: 1.55 AC NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'-0" FROM THE
TOTAL PROPOSED: 1.55 AC FACE OF CURB AND 2'-0" FROM THE EDGE OF CURB AND GUTTER AND z°
�I 1 I I THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW
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I I PRODUCTS.
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8. REFER TO SHEETS CS501 - CS502 FOR WAWA STANDARD DETAILS. SEE `�
E I SHEETS CS503 - CS512 FOR CONSTRUCTION DETAILS. L z o
`7s;�• I 9. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY _
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(0 A.FOUNDATION) 7I OF JACKSONVILLE MANUAL OF SPECIFICATIONS, STANDARDS AND DESIGNS O w
Ls• Lzm I I - - L I (MSSD). A COPY IS AVAILABLE ONLINE AT WWW.JACKSONVILLENC.GOV. = rn F, g
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ti G I I 0�F F I I 10. CONTRACTOR TO INSTALL TEMPORARY CURB IF GREEN CLEAN AUTO SPA _ o°i o 0
o I HAS NOT STARTED ITS SITE WORK. ^\ w a o a o
11. DRAINAGE OUTSIDE OF THE RIGHT-OF-WAY AND ON THE PROPERTY TO 5 o o a
0 6' 10 SHED \ O1 I / I I N } Z
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• N 0�m I ® ` 11111 Q ,Ja I BE MAINTAINED BY THE PROPERTY OWNER. ,;�ao
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LIGHT o T FREEZE PROOF - N I I I® \ P� L ii 0� a ' 6 I I JACKSONVILLE CITY NOTES �' 3
CARDBOPRDI CANE BOLT YARD HYDRANT ,< I NI
a' REcvcuNc,Y RECHVER I I I I I o 1® i Z I I 1. SLOPES 3:1 CAN BE SEEDED, SLOPES 2:1 SHALL BE SODDED, SLOPES 1:1 w ,Y
`; CONTAIN SLEEVE,TYP. I
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7. rc CONTROLS] I TC DISC m I A` REQUIRE AN ENGINEERED DESIGN o 0
17,$ 0 i' •� • SOGOZN-E .,'A-UI LIGHT I I NI I® I 1 U UKE GREEN CLEAN AU U SPA //S . 2. THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING • Q d
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I I o I • SEE SITE PLANS BY KMLEY-HORN; DITCH BANKS ARE DISTURBED, THEY SHALL BE REGARDED TO HAVE 3;1 he
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�f MPTTRASHI II I ITY REVIEW NUMBER PE22-90000026 • I I a I v
s ; I 2'-9"CLEA" COMPACTIX .•BOLLARD TYP. I l I I OR FLATTER SIDE SLOPES AND THE CENTERLINE GRADED TO PRODUCE
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RI I F. �I.� °,..° o<°sP°es",^"` I I ,, I I E POSITIVE DRAINAGE.
CONC.PAD "I� it "� I II I I •® pB 5032 .�I"° I 3. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL ` 1LCA I,o,,,,
TYP � I I ® APPROXIMATE LOCATION -"� �n�'"T�'-^•�..��„ `„,'� r1 I,,,,i
I of WATER uNE BASED _my-. �"� o REDUCTION IN THE MONTHLY STORM WATER FEE THAT WILL BE ASSOCIATED /
6'CONC.PAD W/$••STONE 1Y-0"CLEAR I I I® ON DRAWINGS.LOCATION �u-"-"-M " ' -" Y • �J I� I ?yO. i�Ess/p'•;f'-_
BABE.SLOPE:1% EPZPA••z6^ TO BE FIELD VERIFIED L- SI WITH THIS DEVELOPMENT. TO QUALIFY FOR FEE CREDIT THE OWNER WILL 1,
CONC.PAD \ .�' I I I\\\ 1 1 1 1 1 1 a l I _ •:
O 3'-0",:" 1Y-0' if" APPRO%IMATE LOCATON OF STORM NEED TO PROVIDE A COMPLETED CREDIT APPLICATION, COPY OF THE CITY = 1...
a v10" 12'-4" 6 a•-0•� TVP. If I I® 53 LF TEMPORARY CURB NEW RECORDED 39 LF TEMPORARY CURB Q' plpE BASED ON DRAWINGS. I C SO97S/
PROPERTY LINE OR STATE ISSUED STORMWATER PERMIT AND A COPY OF THE SITE PLAN. �,to/1s/zaz y
o n (SEE NOTE 10) 38 LF TEMPORARY CURB LOCATION TO BE FIELD VERIFIED _
3'6 I ohm - i" (SEE SITE NOTE 10) ?9
s I I _ • ��II o (SEE SITE NOTE 10) I THIS SHOULD NOT BE DONE PRIOR TO THE PROJECT BEING COMPLETED. 'r61RE8
m DUMPSTER UNIT 8 I
¢I e )® 47 LF TEMPORARY '� I ( \' 11® I dp ,0-
°a SCALE 1"-20' I - ^'`� - - - I 4. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED N M.
�, - I I CURB (SEE NOTE 10)�( - _ i _ -
I I �., I® �"' \ I ���- - ��' " ����� (/ " I I I SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO ��� °j"'I11,
3 N PROPOSED 5'X5' FLAT PAD TO BE CONSTRUCTED I rI 4,L j� ;E �R15' �w „ I �° � Z Q Q
FOR FUTURE CURB RAMP OR PAID-IN-LIEU J /j/��- i�� / - - s I 10 FEET ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTAL, r) 3
o Fe' I R20 �� /% MOUNTABLE CURB _�`- PRIVATE CROSS FUEL CANOPY (SE) 30' j' I w 0 N o
ACCESS EASEMENT ARCH. PLANS VALLEY GUTTER C s ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER (DUS
�0 0'P WITH STAMPED 3 r%- I p ot.0 N
Sg �1 -9 '''' F �37--FOR GREEN CLEAN / - '-- I I "- ��
g I I '` -r %� CONCRETE / I I s OBSTRUCTIONS TIONS SHALL BE REMOVED AND OR RELOCATED IN TO CREATE ¢� '^ Q
>!� WAWA USE I �mw I I T C L D TE o_ 07 a 'm rzp/ -� I .n AND OR MAINTAIN THIS CLEARANCE. SIDEWALKS SHALL BE FREE OF a
a 10' TYP. /1 � 14 \ w Y
s 24" WHITE STOP BAR ® R20' _ ' _,�/ 4" YELLOW PARKING I Y O U N a w
a:ram► R10' apb'; gym, STRIPE NOTE 4 CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE
TRAFFIC MOVEMENT L�e(((p��� � -� �.L•-.9 ( ) � m o o 6
O2, ARROWS (TYP.) • 30 -' %• o �I I g F OF OCCUPANCY.
3 s SS O I R30'I 1 I / ANDN SIGNAGE 10' TYP. REMOTE E-STOP SWITCH 5. ALL PROPOSED CURB AND GUTTER WITHIN THE RIGHT OF WAY WILL MEET
I ��f��i R8'.. ate-_ .� 34 I� �
31 La I^V c) zs� (TYP.)
' CONCRETE ' , "' 10 < ,,4' - I E FUEL THE MSSD S AND MATCH EXISTING CURB GRADE.
_ (SE PLANS)
« k)) PROPOSED STORM �^J ,BOLLARD TYP - / 30 it I'5 Td I
out O STRUCTURE TYP. Am!
/ (TYP), iI�"- 0 Q C• n �T I FUEL DISPENSER TYP ?PROXIMATE LOCATION OF SITE LEGEND
5 ( ) y, II I I/v illP �y 5. 4•• O •�. ( )TILITEB BASED ON 9RANINGS.�I c `
a o c z s I J, PROPOSED UTILITY 01:•; ' ���d.8; a I4 (SEE ARCH. PLANS) .ocAr°N To RE FIELo vERIFlEo
• m I ). STORMWATER IIII 10' TYP STRUCTURE TYP I+'.. \I �� r
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V "o s O I TREATMENT I (TYP.) .,I 8' e
Y SYSTEM T iffil %_ 0, zN °ve' s. 130 0 I ; H UNDERGROUND STORAGE TANKS WAWA ASPHALT PAVEMENT Z
out 1 s ss 11 a / •MI a i, -
o I � EM • �'s(SEE FUEL PLANS) pn I (SEE SHEET CS502) Q
UNDERGROUND ® • •(r_.i mi3�� r11' °`� DIPS'," «o 0" �_� .18,.• I I1. ° II y J
o a STORM WATER 3--,, 65 • _ t7
I DETENTION �, I - ,� =„�z _955 20'--rvs `•55 •1, a30' s TYP. I �W I II STANDARD DUTY CONCRETE PAVEMENT Cl-
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I II I I I� mII 0' TYP. Es .itE. 4' ® O O I I I I i I I I I (SEE SHEET CS502) . . w
APPRO%IMATE LOCATON I •=I N • •• lm I-
O ° OF WATER LINE BASED I Q -^ 1 O TY
A DRAWINGS.LOCATION o - ��� �/ ` I I " AIR STATION W/ 4'X3' HEAVY DUTY CONCRETE PAVEMENT a
TO BEI FlEID VERII IED I �•�I ral 33' 1I�� 5 ' O.a ; •d�i� Ew CONC PAD W/BOLLARDS a-1
TJ (SEE SHEET CS502)
F h t p a AIR PARKING ONLY SIGN
DUMPSTER ENCLOSURE. COLLECTION AREA If"I II I I .'(Y 1 �'. :. a
SHALL MATCH BUILDING IN COLOR, MASSING, LD _ \A_�11 61 '. � 1i___ai _.106000, _ ^J° 1 •.,'� �\ CONCRETE SIDEWALK
aI �� V - �•� 0 I 1 (SEE SHEET CS502 FOR ONSITE, CS502 FOR
AND MATERIALS. (SEE ARCH. PLANS) I _ �wes� R8 il• - 1 a - 4- 11'.�
6 )I ( .� 'LOADING ZONE ��.1\��q'5' WIDE PAINTED / •'26, a - ': p - - OFFSITE)
I CONCRETE T • �N� �1� (SEE NOTE 3) ..,-, CROSSWALK :�) R3 I I i
`/ - R10 ° R20 i
a`o I BOLLARD (TYP) I ®, / STEM.BUILDING DOOR (TYP) ' 30 59 86'/� • j c �J I RIGHT OF WAY PAVEMENT
w v sue""(21)i f lat , �66,22 r (SEE ARCH PLANS) R7 --! I 1 sf (MATCH EXISTING SECTION)
e _ '" R10'�° _�� 24" WHITES :OA_ _
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i &I t I 227/.82' d �� �/ G E�A�m_ '���2•���TOP BAR S47 59 07 W 226 89' -_� PRIVATE ,
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I I ) 1D•BNLDI� �• �� . - CROSS ACCESS EASEMENT
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I coB r�� NDSCAPE BUFFER �����
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rn N K- �` g lA 4 "•. .. R30'__� _ ✓ ;
0 o I I I `�� / 8 F\ � - 'lug i 5' WIDE CONCRETE Q
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24 WHITE %� �� mr! SIDEWALK \ w
/ //� 2'-6" CURB & GUTTER
STOP BAR WHITE SOLID 50 - VENT STACK 6'X6' CONCRETE PAD -I
J J � � --- -.t�- 2'-6" REVERSE CURB & GUTTER
�) ��� -LANE LINE = W/ 2 BOLLARDS (SEE FUEL PLANS) CO Z
v _ _ _ - - - R30' , �� ..084.65- --- r WHITE 3'-9' SP Q
m v _ 12' 126.5' I� EXPRESSWAY GUTTER - - FUTURE RIGHT OF MINI-SKIP LINE 6„ CURB Z 0
zc I ACROSS DRIVEWAY - w O
_2_5" _ T WAY BOUNDARY LL LL
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_ _ _ rnhalt .�= 1: _ _ PROPERTY LINE -- w p
1 WHITE SOLID _ _ - - - - - '- FUTURE RIGHT OF v - U
- _ _ LANE LINE- - m W WAY DEDICATION / r^ Qa
3 a ��= COMMERCIAL DRIVEWAY a� FUTURE RIGHT-OF-WAY -
CONNECTION Ce
P H- 7 _ _ _ \ - - - TYPE 1 CURB +/-3,714.71 SF SITE LIGHTING (SEE PHOTOMETRIC PLAN) H w W �f,f
• YELLOW RAMP(TYP) O 1 ` CC
\ I EDGE LINES
F.' 134.44' 'I Z w
« 5" MONOLITHIC CONCRETE
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L .5I m ISLAND (SURFACE MOUNTED) 6 1 ORT/1 O Ct z
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5 6' GRAPHIC SCALE IN FEET .4m 3 sN"(zz) 0 15 30 60
��� SHEET NUMBEF'
CS101