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HomeMy WebLinkAboutNCC232977_Site Plan or Location Map_20231005 r t KANNAPOLS GENERAL NOTES: REQUIRED TO BE PERFORMED PRIO TO THE FIRST PROOF ROLL THE SECOND 1. THE CITY OF KANNAPOLIS LAND DEVELOPMENT STANDARDS AND NCDOT VIDEO IS REQUIRED AFTER THE INSTALLATION OF DRY UTILITIES,BUT PRIOR TO SITE DEVELOPMENT DATA A STANDARD SPECIFICATIONS ARE USED FOR CONSTRUCTION OF THE ROADWAYS, ACCEPTANCE OF THE STREETS BY THE CITY OF KANNAPOLIS. 7 • INCLUDING THE NCDOT SUPERPAVE MANUAL. 12.EROSION CONTROL PERMIT IS REQUIRED ON-SITE DURING CONSTRUCTION.NCDEQ pIN/�: 46918500940000 PARKING REQUIRED: 1.5 PARKING SPACES PER 1 &2 BEDROOM UNIT(240 UNITS) �1 2. SECTION 1018 OF THE NCDOT STANDARD SPECIFICATIONS WILL BE USED FOR THE CWILL BE INSPECTING THE PROJECT FOR COMPLIANCE DWITH THE EROSION CONTROL SITE AREA: 65.30 ACRES(2,844,433 SF) 2 PARKING SPACES PER 3 BEDROOM UNIT(29 UNITS) ACCEPTANCE OF BORROW MATERIAL BEING USED FOR EMBANKMENTS BACKFILL PLAN IF DISTURBING MORE THAN 1 ACRE.CITY OF KANNAPOLIS EROSION ACCESSIBLE PARKING: 2%OF TOTAL NUMBER OF PARKING SPACES `• 3 OA R 6 THOUR NOTICEDFORESCHEDULING IS REQUIRED FOR THE PROOF ROLL ACRE. CITYE WILL BE QNSPECTING THE PROJECT FOR COMPLIANCEWITH THEN 1 MUNICIPALITY: CITY OF KANNAPOLIS VAN ACCESSIBLE PARKING: 1 IN EVERY 8 ACCESSIBI E PARKING SPACES dr. 0nH°Spry _/,..,,•' _ PLEASE ALLOW ADEQUATE TIME FOR THE INSPECTOR TO PERFORM GRADE EROSION CONTROL PLAN. 418 PARKING SPACES REQUIRED yn �i ZONING: RC(CZ) CHECKS ON THE SUBGRADE AND ABC. 13.THE APPROVED TYPICAL SECTION INCLUDES A SHOULDER BEHIND THE CURB AND VAN OVERLAYS: CODDLE CREEK THOROUGHFARE PROTECTION OVERLAY 8 ACCESSIBLE SPACES REQUIRED(1 ACCESSIBLE) DESIGN A. A PROOF ROLL WILL BE PREFORMED PRIOR TO: GUTTER ON BOTH SIDES OF THE ROADWAY. THE SHOULDER MUST BE PRESERVED DISTRICT STAail"T I.PLACEMENT OF CURB AND GUTTER DURING GRADING OF ADJACENT PROPERTIES. RATS PLACEMENT OF ABC 14.ONLY STREET LEGAL VEHICLES,LEGALLY LOADED APPROPRIATELY FOR THE RIVER/STREAM OVERLAY DISTRICT PARKING PROVIDED: 352 STANDARD PARKING SPACES SITE I III.PLACEMENT OF ASPHALT. HAULING VEHICLE,SHALL BE USED TO TRANSPORT CONSTRUCTION MATERIALS ON APPROVED REZONING: Z-2017-01 18 ACCESSIBLE PARKING SPACES RESOURCE 4. AGGREGATE BASE COURSE SHALL BE PROVIDED FROM APPROVED SOURCES AS CITY STREETS. 22 CARRIAGE GARAGE PARKING SPACES OUTLINED IN SECTION 1010 OF THE NCDOT STANDARD SPECIFICATIONS. 15.NOTIFY THE CITY OF ANY WORK BEING PERFORMED ON THE WEEKEND.NO WORK 1 ACCESSIBLE CARRIAGE GARAGE PARKING SPACE 5. A PRE-PAVING MEETING WILL BE REQUIRED PRIOR TO ANY PAVING. REQUIRING TESTING OR OBSERVATION BY THE CITY WILL BE PERMITTED WITHOUT PROPOSED USE: 232 MULTI-FAMILY APARTMENTS GROUP q2 8 CARRIAGE UNITS 29 TOWNHOME GARAGE SPACES 6. A NCDOT APPROVED JOB MIX FORMULA MUST BE SUBMITTED FOR APPROVAL WRITTEN PERMISSION. 29 TOWNHOME TANDEM DRIVEWAY SPACES $� PRIOR TO PAVING. 1H.NOISE ORDINANCE: 7:00AM TO 9:00PM-WEEKDAYS,B:OOAM TO 9:00PM 29 TOWNHOMES(FOR RENT) � 7. ASPHALT MIXES AND DEPTHS WILL ADHERE TO THE TYPICAL SECTION FOR WEEKENDS. 269 UNITS TOTAL 451 TOTAL(1.67 GPO) ROADWAYS APPROVED IN THE CONSTRUCTION DRAWINGS.MINIMUM DEPTHS LANDSCAPE ARCHITECTURE UNLESS OTHERWISE NOTED W1LL BE 2.5"OF 19.00 PLACED IN ONE LIFT AND DENSITY ALLOWED: 15 UNITS PER ACRE MAXIMUM OPEN SPACE REQUIRED: 12%OF SITE(FOR SITES WITH>4 UNITS PER ACRE) CIVIL ENGINEERING �1fr...,....,,, 2"OF 59.58 PLACED IN TWO LIFTS.THE FIRST LIFT OF 59.588 WILL BE PLACED DENSITY PROVIDED: 4.12 UNITS PER ACRE 25%MAXIMUM OF OPEN SPACE IN INACCESSIBLE LAND TRANSPORTATION PLANNING IMMEDIATELY ON THE I19.00,AND THE SECOND LIET WILL BE PLACED PRIOR TO 65.30 AC.X(0.12)=7.84 AC.REQUIRED OPEN SPACE O ACCEPTANCE OF THE ROAD.DRAINAGE WILL BE REQUIRED ON THE ROADWAY FRONT SETBACK: 20' DURING THE TRANSITION OF THE TWO LIFTS OF 59.58B. O 1111 Hawthorne Ln,Charlotte,NC 28205 �, �I O 8. A PRE-POUR MEETING WILL BE REQUIRED PRIOR TO ANY CONCRETE POURS. SIDE SETBACKS: 7'PRINCIPLE OPEN SPACE PROVIDED: 9.64 AC.OPEN SPACE = 704.343.0608 ® 9. A NCDOT APPROVED MIX DESIGN MUST BE SUBMITTED ON A NCDOT FORM 312U 5'ACCESSORY www.tlrgrp.wm VICINITY MAP \I PRIOR TO PLACING ANY CONCRETE. REAR SETBACK 5' TRASH PICK UP PROVIDED: (1)40 CY.COMPACTOR/CONTAINER SCALE: NTS '/J 10.REFER TO DETAIL SHEETS FOR THE PROPER INSTALLATIONS REQUIREMENTS FOR ✓,/ STOM PIPING USING NCDOT STANDARD DRAWING 300.01. t 11. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A VIDEO OF THE STORM PROPOSED BUA: 355,979 SF RECYCLE PICK UP PROVIDED: (2)CONTAINER . . Know what's below. SYSTEM PRIOR TO ACCEPTANCE OF THE SYSTEM.IN NEW SUBDIVISIONS,TWO(2) MAXIMUM IMPERVIOUS RAM: U.S `Sf CA/?a,,,,,, Call before you dig. VIDEOS OF THE STORM SYSTEM SHALL BE REQUIRED.THE FIRST VIDEO IS IMPERVIOUS RATIO PROVIDED: 0.13 !/CORPORATE y*', - _* SEAL - / / / -- _ ' _� ALLOWED BUILDING HEIGHT: 48'MAXIMUM _o C-95 %<- / , \ C-21fi5 �•/ j ti / ' \� J PROPOSED BUILDING HEIGHT: 43' • s% t NCBELSa: • / I / /� ' ADJACENT PROPERTY BOUNDARY(TYP.) I / . / / -NOW OR FORMERLY / \KANNAPOLID INDU57RIAL OWNER LLC \ SNOW OR FORMERLY�OB 16359/296I CAROLYN C DUNN I/ LOT 1,PB 94/52 I \ DB 777 379 PID 469176772➢0000LOT 10, PB 23/92I _PID 46978578750000 oZ . .996 PROPERTY BOUNDARY(TYP.) ■/' N& OB 725/351XANDERra;NOW OR FORMERLY- ....... LOT 9, PB 23/92 PlD 469185069900001 \■\ I STARLIGHT DRIVECONSTRUCTION V ° o - 1 f w. /7 / / � \ I / ADJACENT PROPERTY BOUNDARY(TYP.) I I I r _ WETLAND7I�F-- \ FEMA FLOODWAY: ZONE AE LIMITS SNOW OR FORMERLY I H I .1.1.7.1.. . \\ / F�' ,.,NOW OR FORMERLY^. I (TYP.) • FLOOD FRINGE LIMITS(TYP.) DB 1NOLAS 68 -NOW OR FORMER PID 46919537130000 �� FRANC A.&JEWEL F ALE VA,"..., / -NOW OR FORMERLY- HECTOR I FLOREI S I DB 743/410 SHEILA R MILLER DB 2732 104 N I / ' I. .I. l \ FUTURE CONDITIONS SOOYR I G/LBERTO ELISEO NOLASCO MALDONADO l ` LOT$PB 23/92 LOT 2,PB 22/43 '[ _- \ '-' _ ♦ - / PID 469 785 755 7 00GC LOT 7,PB 23/92 AL AV TORRES FL ORES^INO W OR FORMERLY- ,-,NOW OR FORMERLY 1� 1 ' ' • l I -' 1 -' - -' ,•(/\l PID 46918555070000 SUYAPA YANETH,,,F AL JOHN KEVIN MORTON DA VID A&CHRISTINE A LOMAS I I'i �'I 1 1 1 U �;JLI \ _ /' \ FEMA 100YR I DB 16314/152 OB 891/143 .NOW OR FORMERLY DB 690/424 , SNOW OR FORMERLY)E y,l 5 \ _ • FLOOD FRINGE LIMTIS(TYP.) LOT 6,PR 22/43 LOT 5,PB 22/43 TOMMY SHANE TAYLOi LOT3,PB 22/43 JACK J STEDENSz I / / - /I - - - - - PID 46978555070000 PID 4691858632G000 DB 6872/319 PID 46919516590000 DB 1912/225 • Q - / ' �� LOT 4, PB 22/43 OE LOT 7,PB 22/43 r z \ J I I �_ .4,• PID 46978596950000 PID 46919547970000 Iit O - W _ r / /\/ / - - - ❑ OE- RIGHT-OF-WAY(TYP.) lil D_' I-L.I c, / PROTECTION t ae.-� � ® OE Q (� N~ co m • / \ FENCE(TYP.) DUKE TRANSMISSION TOWER(TYP.) yQ�]� '� LL. 0 N N EXISTING SEWER EASEMENT/ ,,,./ \ _ _ \ \ _/ a� _LYc I. 0- H tJ.f (0,_,'- \ / / �` \ \\ / 7 200'DUKE TRANSMISSION EASEMENT(TYP.) OE- -O • Q O 0 Z F- ° `« W W n I .�I ^' 7 co �/ / i / \ \ 7 - -®-0E- LIMITS(TYP.) '����� ���` `�OE __►% - - - � � ' L a .30 OJ / \ _ • _ I \ �y\f7 f- \ \ // ------OE-TING FENCE(TYP.) SURFACE TYPE T �/ POTENTIAL TRAIL % 1 ,' O LL ~2 - EX E TYP. 11/1 ��.;;{{, BD .o 1 V w 7 • • \ my Q \. � �\ INTERMITTENT STREAM CENTERLINE(TYP.) �, ' ->�r1111111111W • y1 y' / r of \ \ � \ \\\ 00.-20'INTERMITTENT STREAM BUFFER(TYP.) �7 e• -; p•-"'-om a • :r- 1� 10 INTERMITTENT VEGETATIVE SETBACK(TYP) I� - �� _jil a\ - �/ m� of - W Ii ���� o_ I / / � �, •\ EXISTING OVERHEAD ELECTRIC LINES(TYP.) OE ` • 'Sili .��- O�/ ©J■N. • OE - ) ; ;n ' ' Im'=' � 1. �� / ,• _ 1111b ' E147v\ TOP OF BANK(TYP) IOW � I.B REFR TO - en ,� McCLENNYDRIv . s OVERALL \ \ I - / \ \ \ � 1 - lII.,n�i�� :o1 m it I. Jl\ u�i1�i io oi1. r� ��i�i 1��'� SITE PLAN S �- \\ // \ WETLAND / • 1 I •I I I I I I I I I I I I I I I I I . ro;,� 11 j-NOW OR FORMERLY TERRY H&MANS J METCALF \ _ \ LIMITS / / / q:sswj 'I 50 0 50 100O7. PERENNIAL STREAM CENTERLINE(TYP.) (TYP.)�jnI I ~- PID 46917414260000 I ( ) \ _70'PERENNIAL STREAM BUFFER TYP. / �_ J • - SCALE:1"-100'I \ 20'PERENNIAL VEGETATIVE SETBACK(TYP.) • e \\ \ \ \ - PROJECT#: 278-047 DRAWN BY: VA _ CHECKED BY: JO \ \_ _ \ \. \ TREE PROTECTION FENCE(TYP.) I � .� TL 0o n �_ _ I! wd 1 \ o o 1 \ I NO IMIli 50'DUKE OVERHEAD R/W(TYP.)J// �N4BERY EDGEE�LC- III,_1__ AUGUST 31,2023 FO REVISIONS: "-.NOW OR FORMERLY-DB 16356/129 T �' I \_ ^-NOW OR FORMERL \ I 1 ABBERLY EDGE LLC 1 46919468610000 / ITTTY H&MAVIS J ME' \ \ \ \ DB 76371/84 '< 1-__ V ---- ,-NOW GR FORMERLY - OW OR FORMERLY _ PB 50 6 p DB 437/778 \ PID 46919426 0 00I ':D 469774729300C'' \ \ ABBERLY EDGE LLC I BERLY EDGE LLC \ _ DB 16311/89 B 76377/84 II 1-, \ -NOW OR FORMERLY I ✓ PID 46919406110000 i Pl 19427710000 ABBERLY EDGE LLC III m \ % CDB �_ .= f. PID 46918465840000 -i •• ---- - - -- ------- _ �, CopyrlpM02023Design Resource Group,PA This plan or drawing and any accompanying documents or calculations are the properly of Design Resource Group,Pk,and are Intended solely for the use of the recipient noted.No third parryuse or modification Is permitted without shout written authorization. ` 2.00