NCC240786_Site Plan or Location Map_20240319

APPROV Dr pOlsig-TRUCTIO (\ g o E
DATEMX
11/ 2/13/ - a 3
PRO -2023-00134 H o "^
NOTE:THIS r APPROVAL DOES EAT INCLUDE CHARLOTTE WATER.FOR ( Q U O'T 8 2
1:HA MORE,NSDRMA %%II(( EASE CALL,043365499 or visit<6a,Pttewate1.P // *}
CCKI NBUR TURtltNGCACIVITY M G THE ONLINE FORM FOUND AT TO C-2.1. �W W-- W W W W W W W W w
No
�/ N CN Omz i
MECKLNBURG ALLEGHANY STREET PROPOSED 16'WIDE PLANTING - r _ W U 7 z
eASIOEEe
ANY LAND IN
m.,Pne FSTRIP PLANNING EPARTMENT (EXISTING RIW VARIES) AMENDERADMIN.ZUZZ-IVE71 =MI
NOTE THIS PLAN AP ,t/'IAL ZON�IN_G S v f
CKLENBUR
�'p�'� - :!G Gh
314CODE(1633)FOR • IIQ - 'LE I . -ss -�
T I - - _ - PROP.STOP SIGN(TYP SI.. ..LK _ E _-_g-_ >E: -D- -�� O F`�` _ ,� c y` ,�
ALL PROPOSED B' $ AMENDMENT#R2P-2022-055
��
-Sllt - - /
N11
pp__ I •
I G. PROP.ROW(MIN 45'FROM / tX 4111/ / TREE PROTECTION FENCE
pD /n tl�/ u EXISTING CENTERLINE) ''���\ / ImmmImill
�"AI 7 ����•4 ��
PROP. _ _ Ili PROP.RETAINING ,�'`�••+\ ‘ ill I
+ EXIST/SANITARY
THE TRUSTEES OF CENTRAL 25'TCE - I�\ I OR FOUNDATION \`, ' '. SEWER EASEMENT THE CHARLOTTE-MECKLENBI
PIEDM COCOMMUNITY COLLEGE 1 WALL(TYP.) \ ♦. /y BOARDt OF EDUCATION
TRACT 3 M.B.PARCEL Ds]110-As]8 1-/I O BUILDING"B" �;p•pC30 STREAM /// '
B B2,6,P '�I III 77�7 T� I - 3-43 BUFFER PARRCEL O67-113 642
VICINITY MAP SHADED SITE AREA NOT e e I
---- �•I I o'ea.0' J
I
IISHADEDD IT TAREA NIOE UIIIN///NOT TO SCALE AREA LISTED ON THISp'70�III SHEET PROPOSED 15'PRIVATE STORM DRAINAGE EASEMENT II \\ `\ •,J� I _�^``r` ♦�5 S.
C-2.2 o III, L �___� PROPADA `' �YFi�
II �sS 5'SIDE YARD _ FOUNDATION
RETAINING PARKING(TYP) 1 J7 ,4 _ LICENSE NO.:
_ _ �'" A•� F-I407
I I �1\� -X 0= A I' I /ALL TYP.II PROP.STOP SIGN(TYP).IB1 • / i�� I w I I I \\IIPORTION OF PROPERTY I II- -PRIVATE DRIVE
- � ■�.s°- �SHgL=pgiXTOBESOLD AT LATER DATE Y I I + STORMWATER= /DEVELOPER: o M y I✓ CONTROL S EASEMENT TO BE ♦, //,
ELMINGTON CAPITAL GROUP �II I .�Ij/ I I� ® - MEASURE SDEDICATEDAND ♦♦♦��'(N CAW*
118 16TH AVENUE SOUTH,SUITE 200 N} I _ I �I'' PROP.RETAINING - ^ , PROPOSED - / 4/� CONVEYED TO ; 'SIB•.,�/�j��
NASHVILLE,TN,37203 DASD \ \ I ) I 30'SETBACK OR FOUNDATION - S COUNDERGROUND °Ia / / % / MECKLENBURG O�
WALL(TYP.) � '..J / COUNTY G✓
/ - - r 30.0'J v IT DETENTION // �� \ SEA !
ENGINEER: s / �I I = , A'per 043160 ,
ESP ASSOCIATES,INC. o Cl/: I a / / SS
20484 CHARTWELL CENTER DRIVE /' I I I 1 I EXISTING �. _ VARIABLE WIDTH /`, / /---'
i
I PROPOSED RIW I •p I ,
qIIII ..I PROPERTY LINE PCCE EASEMENT �30'f+CSO STREAM •''":V f`'
I I TO BE ACQUIRED I �_- E ' \ \ \ GINS
-I PLV COR INVESTMENTS.LLC ( ) S v
SUITE D I r @@@m.__ \ '».....•r`�♦♦��
CORNELIUS,NC 28031 LOTS 1TEN BLOCK 1 Y I I 1 II ° 8 z �^ - - � \ /i F W.F V J♦
CITY VIEW HEIGHTS /. / BUFFER // ;
i
B.3,PG.235 III1I \\D AA J� f / x \ h/ NNPARCEL o6]-t2t-01 EXIST.ROW BUILDING'Ai" ii � Mi6K ENeuRG OUNry 01/05/2024
ARCHITECT: O('l y,I / �X� B. 99.PG.461I >ty a i/% �' J k v�nCE�i'�6]-t13-44SOUTHEAST VENTURE DESIGN,LLC. > C a;�tail ' I I I I i BUILDING•A2" > .� -1- �,
4030 ARMORY OAKS DRIVE I� I r ^a PROPOSED SANITARY k
NASHVILLE,TN 37204 Q Q I OLIVA INVESTMENTS,LLC i W I I I •0 0SEWER EASEMENT i4�A ,I- \ 0]
�'� O.B.31641,PG.E I € �,
1 LOTS 1-1I,BLOCK .7 a' I _ �� 50'TYPE C BUFFER
IV CITY RUT HEIGHTS I z I 00 ,,�• : ,�
■ _��� ►` /
dM.B.3,PG.235 . •d F- .I �Vt= -� \
SITE DATA I /10 PARCEL O6]-121-0] W v I _PROPOSED 25'PUBLIC STORM DRAINAGE IEASEM�.- _ / , ,r \z \ \ wIal� � v Ulf I \ � �� L._PARCEL ID:06711345;06711346 ADJA PRGPERTY LINES,TOPOGRAPHY, Y Z^ � ♦�J 40'REAR YARDZONING:R-22MF(CD)(REZONING PETITION RZP 2022-055) AND RIW APPROXIMATE BASED ON GIS AND F' Q4 oID SEE ,!4fl �\\" : 40 fl// +oo, / -I-�
TOTAL AREA:12.09 AC I W LIDAR DATA AVAILABLE \ I O C I I PAD,SEE U. , - �� .� /. } O��
& 15.SETBACK DETAIL ON , 'SETBACK VVV H
NCHFA BUILDABLE AREA:11.18 AC I -, I I SHEET C-2.12 4 I;DI / /
1 PROP. 1 �I, PROP.71'ROW i I
DISTURBED AREA:13.1 AC(INCLUDING OFF-SITE) I o d , 30'TCE r I '1- (TYP'1--- � r M'-- 4 /�/�/��//�---�' ' '4 OY'
-,I Y 14 All L "•� __ _ AA 1 --/ -. A,firia't � - / oN/ 3
PARKING: I > Al, I 11�� _©II It���rl /}
REQUIRED: 220 1.0 PER UNIT REQUIRED) AlI PROP. 1 PROP.STOP SIGN(TYP).- 1
( c6 a 18'TCE "LAP' © ����e J GN L'
(AFFORDABLE HOUSING) A IS J - _ } G
PROVIDED: 291(OFF-STREET PARKING) I ay zI a LIGGETT STREET(ESTIMATED - _ '4'.�+h• i y
50 ON-STREET PARKING / 1 IM COMPLETION APRIL 2025) _ - - - I- -- �o
CI ff
TOTAL PROVIDED: 341 I -Iw / -_ (PROP.71'PUBLIC RIN)_ �-�� / �- pN
REQUIRED HANDICAP: 7(2%) 1 I 1 1 t6S � �• '� �� (cam' i ���� (} PROP.STOP SIGN(TYP). / / o
PROVIDED HANDICAP: 29 I /�. ` _ __ `m --'II Igwami.=i=iLmim I II 1-_� a� ri
z
(PROPOSED ROADWAY TO INCLUDE 1 I �p0 ��I{, 50'X50'SIGHT _--- �J - ' � �II I�_ • /} / co
RECYCLING AREA: = STREETSCAPE FROM BOC TO BOC /'/ o!o�� 1f I TRIANGLES(TYP.) : ii / / ' F
REQUIRED: 2 X 144 SF=432 TOTAL(2 AREAS) ONLY. O I --- I_ 9-`' /. }moo TREE PROTECTION FENCE ML EA
PROVIDED: 2 X 144 SF 432 TOTAL(2 AREAS) I . /-- ',. -.I I m / w u
w s c o
I t60 I p i + o w c y .8 a
COMPACTOR UNITS: I PROP.12.5'TCE /,��90.15 . / I I '° e 1i74
/� / F
REQUIRED: 1 PER 90 UNITS(220 UNITS)=3 I I I ` `'9?• /' I (\I,
1 �'\� o •
} MARLBOROUHH WOODS CONDOMINIUM H s a _
PROVIDED: 3 I t6 /JQ a,N11' = I I 1 d �J� •/ uNn ilttc 5oO-iyoU.\\NQ OLNA INVESTMENTS,uC 1 \ Ol BUILDING"D" ^/ vARCEL o6]-tiC-99 SETBACKS PROP.STOP SIGN(TYP). SG` .///d'$ , PARCEL 067-122-10 I \ 30'SETBACK I 4a = / W .n .n ., .. ...W N ,r v. X X r X
aaaaa�:...n...� ` 1 \ \ \' �� 40'REAR YARD o £�' C Ems'MIN.FRONT SETBACK: 30'FROM RNJ ALONG ALLEGHANY RD. 1 I i. ' `' \ \ I o _ _ Q
'(V' PROP.15'TCE '1 I •80• j // c $ 3
30'FROM RNJ ALONG GRANGER AVE. I ' \ A \ I \ = i 1 // _15'FROM LIGGETT STREET \1
/I �'t6• ` \\ \ \\ BU . G"C" \ SIII
ON / GENERAL NOTES
I PROP.8'TCE A /� 9' /•" /• I. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. w m a N u
MIN.REAR YARD SETBACK: 40' r , \\ \--...\\
WQ`71 \ ,7L7 /• 2. ALL ROAD IMPROVEMENTS AT LIGGETT STREET,GRANGER AVENUE,AND ALLEGHANY ROAD ARE TO BE COORDINATED WITH THE CITY U
1 \ ` 11:J \ - A / OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. Z
MIN.SIDE YARD: 5' 10"\ �\ / /\ \ PROP.40'TCE ?�OY�\ \\\ \ \\ \\ 3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM#50.05(9"SIGNS ONLY) F
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
I \ n \ A 5. IN ROLLING AND HILLY TERRAINS,SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR 0
I / ` \ \ / INTERSECTIONS.THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
\\ \ / \\`\/ \ ` \ \ ,\'6 /' 6. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS WARRANT re
WATERSHED INFORMATION \ \ EXIST.Row • x
\ - \ \ \ /• /4 OFF-SITE GRADING,PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
\ / �\\ \ ♦ /a` \ ` 7. IN ORDER TO ENSURE PROPER DRAINAGE,KEEP A MINIMUM OF 0.5%SLOPE ON THE CURB. 0
\ DIURPNCE REALTY ASSOCIATES.LLC \ \ \ �\
WATERSHED DISTRICT: CENTRAL CATAWBA \
\ \ PARCEL O6]-122-09 \ \ /. B. SUBSURFACE DRAINAGE FACILITIES MAY O REQUIRED INR THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. >-
FEMA PANEL NO. 3710453400K /1\\/ / , \ \ // 9. CURB AND GUTTER SHOWN ON PLANS ALONG GRANGER AVE AND LIGGETT STREET MAY BE ADJUSTED BASED UPON FIELD STAKING }
FEMA PANEL DATE: 09/02/2015 \ \ \ `\ �. \ ` \ \ \ "' I )jD /• BY CITY ENGINEERING.ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. (�
\ \ / \/ \\ \ \ / / 10.THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SUE)IS TO PROVIDE STORM WATER CONVEYANCE.BUILDINGS ARE NOT �+ U
\ \ /' PERMITTED IN THE EASEMENT AREA.ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO Z Z
\ \ \ �� // PROHIBITED. ^
`\ / A \\ \:\� / 11.HIGH-DENSITY POLYETHYLENE (HDPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET Q V!
NOTE:LIGGETT STREET IS TO BE BUILT TO LOCAL RESIDENTIAL WIDE STANDARD A PROP.15 TCE P� A A PRor.RETAINING oR
\ A ` FOUNDATION WALL(TYP)
RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED.BACKFILL MATERIAL MUST BE J
\� \\ / 0 / ,,yyCC APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY. CO
`\ \ �\ \ x 12.THE DEVELOPER SHALL MAINTAIN EACH STREAM,CREEK,OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE O
EXISTING EDGE aN� /{ FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS,LOGS,TIMBER,JUNK AND OTHER ACCUMULATIONS. LU A/
RETAINING WALL NOTES: \ `\ OF PAVEMENT \ \\ �� ?�p'\�O 13. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF L�f�
pl / TREE PROTECTION FENCE CHARLOTTE/MECKLENBURG COUNTY)SUBDIVISION ORDINANCE,SECTION 7.200.8. r
`\ OLIA INVESTMENTS.LLC \ \ \ ld / 14. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY /�//��
ALL RETAINING WALLS REQUIRING SPECIAL INSPECTIONS(>5'IN \ PARCEL 067-122-06 PROP.STOP SIGN(TYP). ‘,.1-0 / / // • THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY. v/
HEIGHT)SHALL MEET THE REQUIREMENTS OF THE MCSBC CHAPTER \ \��I 15.PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION.
17-SPECIAL INSPECTIONS AS DEETAILED PER THE MECKLENBURG \ DEPRESSED / 50'X50'SIGHT / 16."AS-BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES,MUST BE SUBMITTED PRIOR TO Z
CURB \ \Y TRIANGLES(TYP.) / SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE
COUNTY CODE ENFORCEMENT SPECIAL INSPECTIONS PROCESS. .i \ / ,�� /� / CITY/COUNTYSUBDIVISION ORDINANCE. Q
�' i �' \ // EXISTING PROPERTY 17.PRIOR TO INSTALLATION,PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF C`C M
RETAINING WALLS>4 FT(RESIDENTIAL)OR 5 FT(COMMERCIAL)IN \\ '�5,1µE \ \,` \ 3iy, BOUNDARY(TYP) CHARLOTTE ENGINEERING FOR APPROVAL. Ce
/n
18.PRIOR TO CO,SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST BE PROVIDED. V
HEIGHT REQUIRES A PERMIT FROM CODE ENFORCEMENT PRIOR TO `•O \ / •40• 19.PRIOR TO PLAT RECORDATION,OFFSITE RIW AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO >LLJ LIJ
CONSTRUCTION. / -.5:N00J /'/ \\\ `�V �� \ / \ THE GUIDELINES OF THE"OFFSITE RIMS ACQUISITION PROCESS".THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY J j
\ /- SHOWN ON THE ROADWAY IMPROVEMENT PLAN. O J 0/ �� EXISTING EDGE ` 107(10'SIGHT 20.PER SECTION 18-175 E OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL,
CONSTRUCTION OF WALL CANNOT BEGIN UNTIL ALL NECESSARY Q -
'OF PAVEMENT TRIANGLES(TYP.)
` // \ (1
PERMITS ARE ACQUIRED. \ \ \ /• ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS EASEMENTS(PCCES)MUST BE RECORDED PRIOR TO THE <
37.5'TYPE C BUFFER ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Q
(REDUCED FOR WITH FENCE) 21.THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION(GUS JORDI,704336-7086)TO IDENTIFY ANY
THE MECKLENBURG COUNTY ENGINEERING DEPARTMENT HAS NOT i /('/' \` \ \, \ / / CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT.60-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION.DEVELOPER Q
REVIEWED THE STRUCTURAL STABILITY OF ANY RETAINING WALLS w \ MOHAMMED MOUJAHID \\\bbb\ SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE U
0 \ PARCEL 06]-123-06 \ \ \ CONTRACTOR/DEVELOPER. Z
ON THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR THEM. �
m �\\ y \ 22.CERTIFICATION AND STREET GUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS.ALLOW]DAYS PROCESSING FOR 0
I PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION 704336-4025 OR VISIT
iz / \\\ \ GREG Da.
AND FRA PG.50RDATBOY ( ) ~U'
HTTP:IhVW W.CHARMECK.ORGIDEPARTMENTSRRANSPORTATION/STREET+MAINTENANCEIHOME.HTM Z
IESTIMATED PROJECT COMPLETION:04/2026 I \ LOT 9.BLOCK 360 ASHLEY PARK 23.NON-STANDARD ITEMS(IE:PAVERS,IRRIGATION SYSTEMS,ETC.)IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
\]\ 'I` PARCEL O6)G t21101 AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION _I
GEORGE PAIRICK JR SALEM / \ \ BEFORE INSTALLATION.FOR CITY OF CHARLOTTE MAINTAINED STREETS,CONTACT CDOT AT(704)3363888.
PARCEL O67-123-05 \ 24.SIDEWALK WITHIN THE CITY'S RAN THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET IMPROVEMENTS
A .......--
\ \ SHOULD BE PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE.THE PROJECT INFORMATION
\ DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF
\ REMOVAL. PROJECT MANAGER: JWF
/ \ 25.ANY WORK WITHIN THE CITY'S RAN THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES
A RAN USE PERMIT.TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE DESIGNED BY: JWF
8� GRAPHIC SCALE / •
PARCEL ROBINSON67-123-04 / RAN USE PERMIT REQUEST.TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL NH.OW,
7 ^ HANDBOOK(WATCH)AND MUST BE REVIEWED AND APPROVED.CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN DRAWN BY: CR,8RM
Ea / / \ \\\ ADVANCE OF BEGINNING OF WORK AT(704)432-1562. PROJECT NUMBER: AXIS
- �� I 26.RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A RAN LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A
Ell \ TRAFFIC CONTROL PLAN.TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE
/ \ ``1, `_ REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS.THE REVISED TRAFFIC CONTROL PLANS ORIGINAL DATE: 07/03/2023
�4 JOSE SANBA MOD MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. SHEET:
(IN FEET) I ,�Q- Y PARCEL O6]-T2;-Oa CONTRACTOR SHALL CONTACT CDOT AT(704)336-B34B.
Know what's you. 1 INCH= 60 FT. y r2.O
/ \ 27.CONSTRUCTION STAGING WITHIN CITY RIMS LASTING MORE THAN 30 DAYS REQUIRES A RAN LEASE AGREEMENT.CONTRACTOR SHALL L
Call before you dig. // CONTACT CDOT AT(704)336-8346.