NCC231579_Site Plan or Location Map_20230524

PROPOSED I \
NOTES 3-8'x18'ADA PARKING SPACES(TYP)(SEE DETAIL D2.03) \ \ \
1 -8'WIDE VAN-ACCESSIBLE LOADING AISLE 100'RAILROAD \ �I
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, 1 -5'WIDE LOADING AISLE RIGHT OF WAY PCEv • \ w
PROPOSED GATE(TYP)(SEE ARCH.PLANS) /
\liik
STATE,AND NATIONAL REGULATORY STANDARDS AND ALL 3-HANDICAP PARKING SONS(SEE DETAIL D2.04) \ I \ f Qy
REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS. 3-WHEEL STOPS(SEE DETAIL D2.08) \ PROPOSED DO NOT ENTER ONE-WAY SIGN
1 -WHEELCHAIR RAMPS(TYP)(SEE COA DETAIL 3.17) \ ' N
2. SINGLE-PHASE CONSTRUCTION. I NOTES: ao: r •- \♦ � ,'
AREA WITHIN TRIANGLES SHALL BE -H\\YMBOLs O NOT BE STRIPED \ ozeose o:..�z Pn�n, \ �\ ♦♦♦�♦
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONSTRUCTED AND MAINTAINED BY
CONTRACTOR. THE OWNER SUCH THAT \
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CROSS-VISIBILITY AT A LEVEL \ PROPOSED 6'CONCRETE CONCRETE SIDEWALK / \ ♦ •
♦ �RD �j 2
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL BETWEEN 3'AND 10'ABOVE THE \\ (TYP)(SEE COA DETAIL 3.16) R200 .� ♦\• PROPOSED 9 x18'STANDARD Hpt 9//� '-A W g F IB
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THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT STREET ELEVATION IS NOT - \ % �. PARKING SPACE(TYP) // Q Az �, m z $
828-771-4755,OR EMAIL AT [e-mail]. OBSTRUCTED(TYP)(ASSDM 3C.07) \ / .,, ' A �w6� Eu.
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING \ \ \ � ♦• , adm- jc
OR REDOING WORK 5 \ - ���� • �♦ \ L w 7 m c 7
\ �, s"'\) ♦ PROPOSED RETAINING WALL 6 z°
PROPOSED STOP SIGN,"DO NOT - a �>o
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE ENTER"SIGN,AND"ONE WAY' \ 13.`/ s (TYP)(DESIGN BY OTHERS) \ a`;
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO SIGN(SEE DETAIL 02.01) O ���°- O� /\ \ \\Q ♦�♦ •� \ `�
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR \
DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE ! • PROPOSED HEAVY DUTY �_/
PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE PROPOSED CURB END TREATMENT(TYP) \\ y ``�` t , \• Q �♦ �♦ ASPHALT PAVEMENT(SEE PROPERTY E
NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S (SEE DETAIL 02.05; \ / 11t1 Qp \ \ ♦ �. DETAIL D207) $
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO I �e/1�/ Q �\ �♦. 1F-4
CONSTRUCTION. � PROPOSED 6'SAFETY FENCE AILING\ py Ra.O \� ALONG RETAINING WALL(TYP)(CONTRACTOR6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES(SHOWN �`�`�j{♦ TO COORDINATE TYPE WITH ARCHITECT `'/'� A'�/ r�,1/�r'1 • BTO REMAIN)AND NEWLY COMPLETED WORK DURING \ \ \\ \ tiff � '\ Q` � •: ) V ICINI 1 1IVI/yr _CONSTRUCTION.ANY DAMAGE INCURRED DURING OR RESULTING \ �o„„),s,,,n,,FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE 1 \ FFE:19760' �_ . • (NOTTOSCAL.EJ
CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH \ ♦_`\ \ \\\ ♦♦ . o®eoa.sss P.ce H E
APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE O �,�� �, 1 \
CONTRACTOR'S EXPENSE. \\ 5 � Q �♦ ��� DEVELOPMENT DATA
�����• ',Q ♦ PROPOSED LIGHT DUTYClill
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT �� �� \ \,, Q \ ASPHALT PAVEMENT(SEE
LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. PROPOSED 10'x50'COA SIGHT TRIANGLE(TYP) T \ . DETAIL D208)
OWNER/DEVELOPER: 159 RAD RIVER,LLC
THE CONTRACTOR SHALL NOTIFY ULOCO AT 1 800 632 4949 OR \ • \\ Q ♦. 301 W PLATT ST.#144
811,72 HOURS BEFORE CONSTRUCTION BEGINS. 1 \ TAMPA,FL 33606
EXISTING SMOKE STACK TO REMAIN \� \ \. TAM
8. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE •
POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM PROPOSED MILL BUILDING RESTORATION C5 \ \ •� ♦� \
OF 5%SIDEWALK/CROSSWALK LONGITUDINAL SLOPE IS PERMITTED. (SEE ARCH PLANS) \ - Q CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. 0 m
\ \\ \ \`\ lik _\ \\ ♦♦ PROPOSED DUMPSTER PAD 168 PATTON AVENUE
A MAXIMUM OF 1/4"PER FOOT SIDEWALK/CROSSWALK CROSS --- ENCLOSURE AND LOADING AREA ASHEVILLE,NC 28801
SLOPE IS PERMITTED. ANY SIDEWALK/CROSSWALK INSTALLED PROPOSED \ •� \\ �♦ (SEE ARCH PLANS) CONTACT: MICHAEL RAIN,P.E. o
WITH A STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT 1 -9'x18'ADA PARKING SPACES(TYP)(SEE DETAIL D2.03) \\ O \ \ ♦ �. [phone] i
CONTRACTORS EXPENSE. 1 -5'WIDE ACCESSIBLE LOADING AISLE
1 -HANDICAP PARKING SIGNS(SEE DETAIL D2.04) Q Vr,
\� SURVEYOR: ED HOLMES&ASSOCIATES
9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE \ Y S ti PROPOSED HEAVY DUTYNOTED.ALL PARKING LOT RADII ARE 20'UNLESS OTHERWISE NOTESHEEL STOPS(SEE DETAIL D2.08) \ \\ \ \ ti\V\friar
//, ® \\A ` � CONCRETE PAVEMENT(TYP) \ ASH RILLEFI NCD CT K m
16. (SEE DETAIL D2.02) ASHEVILLE,NC 28806
NOTED. -HC SYMBOLS TO NOT BE STRIPED \\\\ * \ CONTACT: JOE KANE P.L.S.
\ O\ 4.. . /^ \� \ �. [phone]
10. ALL ROAD/PARKING LOT IMPROVEMENTS,STRIPING AND SIGNAGE PROPOSED \ S- S'� '� \ \
SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON 1 -9'x18'ADA PARKING SPACES(TYP)(SEE DETAIL D2.03) \ \\\Q �♦ •� ARCHITECT: MHAWORKS
UNIFORM TRAFFIC CONTROL DEVICE(MUTCD).CONTRACTOR MAY 1 -5'WIDE ACCESSIBLE LOADING AISLE \\ � O� \ �� \\ \ 12 S.LEXINGTON AVENUE,SUITE 10
USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF Q\Q ASHEVILLE,NC 28801
1 -HANDICAP PARKING SIGNS(SEE DETAIL D2.04) rise m s.soCCC���___ O \ \\THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER. 1 -WHEEL STOPS SEE DETAIL D2.08 cm or ns�exuE . \ \7CONTACT: PETER ALBERICE
oEm mox zss7 Pnce v° 828 251-5550NOTES: ( ) PJ,eaax�u VACIII \ O\ IIIV‘''t
O.T' , QQ \\ �. \ ( ) J
11. CURB END TREATMENT TO BE APPLIED TO ALL CURB ENDS.REFER -AC SYMBOLS TO NOT BE STRIPED r "-� PROPOSED 6'FENCING(TYP)
TO CURB END TREATMENT DETAIL. \ \ \ 5 \ ' \ Q\ \ \+ -
ti
12. PROPOSED ROADS TO BE PRIVATE.CITY OF ASHEVILLE IS NOT \ EXISTING COA RIGHT OF WAY \ ® FE.19870' ' ♦81111.
o 0
RESPONSIBLE FOR ANY ROAD MAINTENANCE. ARKINQ:197610 u
\ • ONE-WAY DRIVE AISLE -
13. ALL SITEWORK SHALL COMPLY WITH ENVIRONMENTAL MANAGEMENT PROPOSED STEPS WITH HANDRAIL(TYP) \ • \ �' ' PROJECT DATAPLAN. \ (SEE DETAIL D2.12) \ \ \ \\\ ' \�, \ _, o
\\ �� V \ PIN: 9638-88-8040 9638-88-9364
\ PROPOSED \ \ \ \ �V A ADDRESS: 144 RIVERSIDE DRIVE 179 RIVERSIDE DRIVE G
1 -8'x18'ADA PARKING SPACES(TYP) \�� \ % V♦ DEED BOOK/PAGE: 4458/1799 1885/724
\ 1 -5'WIDE ACCESSIBLE LOADING AISLE \ ♦ �Q V SITE ACREAGE: 1.65 ACRES 2.95 ACRES
1 -HANDICAP PARKING SIGNS(SEE DETAIL D2.04) / \ I `' \ \ \ \ It �N \ ZONING: RAD OSP-CZ COM E%P-CZ
\1 -WHEEL STOPS(SEE DETAIL D2.08) Pi '
NOTES: ,° �� SETBACKS: RAD OSP-C7 COM FOP-C7
-HC SYMBOLS TO NOT BE STRIPED q L \ 1: ,�� FRONT: 5' O'715'/30'
SITE LEGEND • �„ �� A ��VA ♦ Q SIDE(INT): 0' 0' ' N
\ PROPOSED 6 CONCRETE SIDEWALK(TYP) \ G. \ �i \ �♦ REAR: 0' 0' W
PROPERTY LINE - - - - \ 1/4f \ PROPOSED 18"CURB&GUTTER m o
(SEE COA DETAIL 3.16) \ O \ �' al
1 0 \ ♦ V (TYP)(SEE DETAIL D2.11) DISTURBED AREA: 0.72 AC 2.60 AC A GT A
SETBACK LINE - - - x \ � \L 0' >,♦ t` o o
PROPOSED 5-STORY MIXED-USE ��\ ,V TOTAL PROJECT DISTURBED. 3.26 ACRES
BUILDING OVER PARKING
RIGHT OF WAY LINE - - \ `�\`-�� �V 25'RAILROAD CLEAR
\ x x ®' �\Vkiv,
\ \ �♦ �� DISTANCE USES: 134 RESIDENTIAL UNITS AND 14,000 SF RETAIL/COMMERCIAL '- N n z
SAWCUT LINE - - - - - - PROPOSED 6'PLANTING STRIP \}
\ i \\ 60 \ '� �\ : �♦ PARKING CALCULATIONS:
PROPOSED SIGHT TRIANGLE - x \ VEHICULAR:
PROPOSED ASPHALT MILL&OVERLAY 25'ON / \ p" \ \ \ '
BOTH SIDES OF SEWER EXTENSION TRENCH .• i \ ' \ ; REQUIRED SPACES: .75 SPACES PER UNIT: 101 SPACES
i �y. `�` 1/250 SF FOOD AND BEV: 56 SPACES
PROPOSED HEAVY DUTY PAVEMENT TO MATCH EXISTING PAVEMENT ` `�„( /O \,, •� �� TOTAL PARKING REQUIRED: 157 . X.
' \ "al` •
- •.•\/ Q\\�� ,V����/�\J \ �, \ ,� ACCESS TO PUBLIC WAY MARK WITH =�e�
1. \ \ • \ • ,4� 4-INCH WHITE STRIPES)AS SHOWN 179 RIVERSIDE SECURED SPACES: 134 °N 0 �^
���\\\ -S UeW •W
PROPOSED LIGHT DUTY PAVEMENT \ ''� N y
�' Q• \ *WA 179 RIVERSIDE UNSECURED SPACES: o �2<
EXISTING FRENCH BROAD RIVER sB ` \ * \\ ,\ \, ♦♦ ••♦ H TOTAL PARKING PROVIDED: 165 oyd :.Zr
PROPOSED CONCRETE SIDEWALK " ANDICAPPED SPACES'
\ \ ` \ \ /// �g��� (S/ / O.
\. SPACES REQUIRED: fi(1 VAN SPACE) SPACES PROVIDED. 6 (2 VAN SPACES) ,,N
\ ` { W ���//// ` ' \�♦ BICYCLE SPACES. ',NH yrLL\
\\ AMOUNT REQUIRED: 73 AMOUNT PROVIDED:74(2 PER RACK)
\ A \ ,.\ Oy \• � / ' + LONG TERM REQUIRED:15 AMOUNT PROVIDED:42(2 PER RACK)
EXISTING PAVED GREENWAY PATH � \\ �\\\� _" \ BUILDING DATA:
`y �� PROPERTY LINE(TYP) DESCRIPTION HEIGHT GFA
\ \ \ `� r -° 5 STORY OVER PODIUM 70'MAX ±144,600 SF
EXISTING STREAM BUFFER(TYP)
t!'mRa ' EXISTING BUILDING 28' ±4400 SF
41100111,11.
\ PROPOSED BIKE STORAGE(TYP)
•
`\''32.0/I'R110.0' \ (SEE DETAIL D2.10)(LLDN TERM IMPERVIOUS CALCULATIONS(BASED ON ROW LINE WITHIN PARCEL)
9 PROVIDED UNDER BUILDING
EXISTING GREENWAY EASEMENT \\ \ iV:\``- O\ \ VIATHIN AREA) SECURED PARKING 179 RIVERSIDE IMPERVIOUS PERVIOUS
`+ \ PRE-DEVELOPMENT: 0.13 ACRES(5%) 02.5472 ACRES(95%)
y""o. POST-DEVELOPMENT: 1.95 ACRES(73%) 0.72 ACRES(27%)
EXISTING SIDEWALK TO REMAIN16 \
U
\ \ \\ \ \\ PROPOSED BOLLARD(TYP) 144 RIVERSIDE IMPERVIOUS PERVIOUS
\� (SEE DETAIL D2.13) PRE-DEVELOPMENT. 0.32 ACRES(29%) 0.81 ACRES(71%)
PROPOSED 30"CURB AND GUTTER ALONG
':• O,y _ \ POST-DEVELOPMENT: 0.32 ACRES(29%) 0.81 ACRES(71%)
RIVERSIDE DR(SEE COA DETAIL 3.11) \ \ PUT ec+,iro PAGE lea \ z
\\6.0' 100'RAILROAD RIGHT OF WAY TOTAL PROJECT IMPERVIOUS PERVIOUS
PRE-DEVELOPMENT: 0.45 ACRES(12%) 3.35 ACRES(88%) oo
`\\\ ``"``"` ` ,,,, \\\\Oy \\ ` POST-DEVELOPMENT: 2.27 ACRES(60%) 1.53 ACRES(40%) c_,
e�` ',, \ \ \ 5'FRONT SETBACK
`\ ^\\\ z
(2)PROPOSED ENTER ONE-WAY SIGN , \ \ / / / \ W
(TYP) 440 \ y \\ CDCINSPECTIONSHOTLINE '0 -
\ \\\ \ �- / 828-771-4755 OR JNSPF,CTIONQCOCGO.COM V J a
PROPOSED COA DRIVEWAY APRON(TYP) / \ CC
(SEE COA DETAIL 3.15)
1I\
11 LIWPROPOSED COA STANDARD
,,,
WHEELCHAIR RAMP(TYP)(SEE DETAIL D3.17) \ \ ��ali� 1 z
,_ . .,
APPROX LOCATION OF THE EXISTING ‘\ ` \ \ \\ Know what's below.CROSSWALK i \ Call before you dig. NORTH\/ ` \ \ \ \ DRAWN BY: DSP
PROPOSED ASPHALT MILL&OVERLAY 25'ON CDC PROJECT NO.: 12012
BOTH SIDES OF PROPOSED STORMWATER \ T�7''� COA PERM"NO. 21-01881PZ
INFRASTRUCTURE CONNECTION TO MATCH \\ / \ \1 \ \ SITE PLAN
EXISTING PAVEMENTSs; 1\\
GRAPHIC SCALE
a SHEET
40 20 40 Bo 160
IJ
( IN FEET) C 2 0 1
1 inch= 40 It.