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Home My WebLink AboutNCC233003_Site Plan or Location Map_20231006 (kfrh FINAL APPROVAL 10/2/2023 CIIAIU.07.TL_ PROJECT NUMBER: LDC-2023.0;1 • PER NCDOT TIA REPORT.IN THE FUTURE WHEN THE STUDENT POPULATION INCREASE IS CLOSE TO SET LIMIT(400 STUDENTS), Mee ENGINEERING Andrew Poindext•r DEVELOPER WILL COORDINATE WITH NCDOT TO WIDEN BELLHAVEN `Ty NE or o 1 eR� R ryJ, PCSO/DETENTION/DRAINAGE PLAN BELLHAVEN EBOULEVAR BOULEVARD VG VEHICLES. TBOUNDIS TO WILLALLOW FOR ROSEVEHICLES EO AGEBNG _EXISTING CENTERLINE IN ORDER TO ADD 175-FOOT LEFT TURN STORAGE LANE ON � �< EROSION CONTROL Matthew Yanke E h THE SCHOOL HEADING WESTBOUND ON BELLHAVEN BOULEVARD TO OF ROAD •,,,,,‘ �• BYPASS THE TRAFFIC ALREADY ON BELLHAVEN BOULEVARD TURNING LEFT INTO THE SCHOOL ENTRANCE,AS WELL AS PROVIDE A BYPASS A. .Po LANE FOR TRAFFIC NOT INTENDED FOR THE SCHOOL TRAVELLING TREE PROTECTION BELLHAVEN BLVD. URBAN FORESTRY Craig Robins•n WESTBOUND ON BELLHAVEN BOULEVARD. THE SCHOOL WLL CONSTRUCT FENCE(TOP) SEE EXISTING EOP ALONG BELLHAVEN NP , TREE ORDINANCE THE IMPROVEMENT AND REQUEST REIMBURSEMENT FROM NCDOT. DETAIL 9 SHEET C8.02 150'PUBLIC RIGHT-OF-WAY - a�'ae DESIGN BLVD. TO REMAIN(TOP.) �' (NCDOT MAINTAINED) RESOURCE DRIVEWAY#1 (EXISTING - - @�U/nyA on COOT Travis Miller 35'X35'AND 10'X70' DRIVEWAY#2 TYPE II MODIFIED DRIVEWAY)TYPE II MODIFIED - - - - ,iwnE - - - - •�� a11D DRIVEWAY,(RIGHT IN/LEFT IN), - - - - - - .3 SITE SIGHT TRIANGLE(TYP.)- - nwaoxlMnTE aow DRIVEWAY RIGHT OUT LEFT aq '„ NO-Es al pH,8LO APPROVAL DOES NOT SEE DETAIL 1 SHEET C8.00 ( / 5l'+J' a Irvcllib€-'CNAkLOTLE wATER.FOR MORE \ et 35'X35'AND 10'X70' OUT),SEE DETAIL 1 SHEET C8.00 A INFORMATION,PLEASE CALL LD4-33fi-3499 F ` EeP/PAVEMENr 0e SIGHT TRIANGLE(TOP.) \ , EO �Z/seµBL'\I ge'' EeP $ GROUP OR VISIT M1ttp://eM1allottewaterorg -OE PAVEMENT EOF NOTE:THIS PLAN APPRTVAL DOES NOT f , E. INCLUDE COMMERCIAL ZONING.ALL BUILDING PAVEMENT E PERMITS AND ZONING APPROVALS CAN BE anuia[xr W LANDSCAPE ARCHITECTURE of `� \ w OBTAINED AT MECKLENBURG COUNTY CODE SPACE -_-_ UT��_ -- ��...•' ' _" ' y� � _-_OE- CIE_ Pp OE OE OE- VICINITY MAP E ENFORCEMENT.PLEASE CALL RAC AT - T,,• - • T ' T - r - .ex w CIVIL ENGINEERING 704-319-CODE(2633)FOR MORE INFORMATION. 'ACES -{- - S ` E ,P ,O • u ff Yo .oea NOT TO SCALE CURB RAMP(TYP.),SEE 30. �� ,,,:° ,r�• �µ�� roe P,: .1 4_ ... .,.., . c'y .4� o '°� . .. ail.. n�w -- AT TRANSPORTATION PLANNING NOTE:SCHEDULE PRE-CONSTRUCTION MEETING DETAIL 2 SHEET C8.01 >♦ {�" W"° '�nry',s'aW• O,y^uV l ♦ .,e'w .�ccc�o✓^'U",oN�..,uu:{- s x1 '� � r [Y .w. w,4 ,>* 5.°. I g o.Ts HEAVY DUTO•CONCRETE, +No�>!o - - .0 , oayou 'ea I LEAST 4e Has.PRIOR TO ANY LAND _ / ♦ A SEE DETAIL 1 SHEET C8.02 T"'• �5 PROPOSED RIGHT OF WAY(TYP.) ,g E *o./ •,u DISTURBING ACTIVITY USING T-HE ONLINE E PER ,rv'bo 4 b _ y CONCRETE STAIRS,SEE-"' ♦ P,I o,y _ ..,g, , W,EXISTING OVERHEAD 2459 Wilkinson Blvd,Ste 200 Charlotte,NC 28208 CROSSWALK(TYP.) eq�' • °<ro o.•z. _ DETAIL 2 SHEET C8.02 .1 PI."'- .,,2-,,. I' °,•w•••: .^"'''.E raj',or;+ \v. , '"' FORM FOUND AT http://charlottenc_gov/Id %OF PID:035-231-07 24 24 - w °.wrcF 0`✓ POWERLINES TO 704.343.0608 :ao,,,g, ��wy,od' L 1'-6 CURB AND GUTTER(TYP) A TRASH&RECYCLE oM30'SETBACK s scV° •a45�,io • ,>9:'m'"`r (TYP.) / ,.rgrp.com JLD BE DOUG EUDY ENTERPRISES LLC * D V , /1 • u •w 1p VM REMAINwww.drgrp.com -r' SEE DETAIL 7 SHEET C800 _ AREA,SEE DETAIL .j COVERED. USE:AUTO SALES AND SERVICE _ so°' 'J,ps,u .• I� _ _ _ \ •.yx°p.I / ZONING 0-1(CIO)W 13-1(CD) ' ,¢+wi.,w,�•w"-• ,uw eoo"'s•' ',SHEET C8.03 \ t- BIKE PARKING PROVIDED: 13 COVERED SPACED IN BUILDINGS of „'�_ _ _ ,Li�' I 14 UNCOVERED SPACES - y �,h0 �� E. y E •E '- �30, rr•'r' UE �� I / 27 SPACES TOTAL / ' � �� 41 �M `'\ u. FUTURE FEMA FLOOD LINE / / "`�OCn////// 20'SIDE YARD NTI4 - _ - _ � o ,>0(100 YEAR)A / 'C0 4, OPEN SPACE REQUIRED: 65%MIN=11.37 ACRES / v - I / rt / J" p l/Ij o o J Is ' - TREE PROTECTION PID O 23t 02 `, '�' OPEN SPACE PROVIDED 82%=14.41 ACRES _ -"b-' Ij i /+ / / / rcIRS:cPE200AA1:16LRIA5:///./....ii:71 / _ "'kkk--- ■ FENCE(TYP.),SEE ° • ( 2a� JOY PALMER `* x' 1 II / �� h. \�, "�� f- DETAIL 9 SHEET C8.02 ( p $ USE:SINGE AMILY RESIDENTAL / -o R C-5TREE SAVE REQUIRED 15%MIN 3.00 ACRES I / 2O- S J \ I ) I m?§ I /Z NING:R-4 TREE SAVE PROPOSED: 17%=3.35 ACRES J / / 160'BUS DROP OFF AREA III d \ / CONCRETE SIDEWALK(TYP.), I I I 5"'A PID:035-231-03 // // tNEIEL }4�/ / I ®J si^ NORTHWAY HOMES LLC C ,/ m RY7. // .e SEE DETAIL 4 SHEET C8.00 I1 usE.SINGLE FAMLY E IDEMIAL ��y t � �.`�SETBACK: 30' / - 19'-6 20 19 6" I ❑ `� gZONING:R-4II5 �w'p9f/ 10(COVERED) ' ( ). I I I k� I / ` v"vSIDE YARD: 20' / BIKE PARKING MODULAR BLOCK RETAINING f TSI ANGLED PARKING SPACE TYP. }p, RCE'a t b SEE DETAIL 4 SHEET C801 -{-� ( / //REAR YARD: 40' SPACES WALL WITH GUARDRAIL(TYP), p FI�" I55\ > LOCATEDSEE DETAIL 5 SHEET C8 02 , ' - �`� ,� \- E REGULAR DUTY ASPHALT(TYP.), ,o/ ♦l ) I -�� l // \\\� \ \• INSID) m \ 2 Y1.' SEE DETAIL 1 SHEET C802 / 4• I IIa / /' / \� FPE:�3.4 �1 \29,756 SF B A � \8' }1,677 LF GRAVEL ♦ I 1 I FEMA FLOOD LINE / - - / \\ // \\ \ BUILDING P PROPOSED BLDG. . / / \\\ \ \\ L w I o \ '-• i STACKING LANES / I ((100 YEAR) I // /,-' =F,I / �\ ST /i_ DARRYL ROBBS !•_' ` A PID:035-231-08 \ \ - SHORT T (M(UNCOVERED) SPA BIKE _ 4 \ �� _ 1 / � / f ...----• O:•�/% 20'SIDE YARD SPACES) BRAG Rs ♦ o al /s� f _a: No 1 s7 :t USE:SINGLE FAMILY RESIDENTIAL \ _ O/ / MOUNTABLE CURB AND GUTTER(TYP.); v - C+ / ZONING:R-4 / \ �\ `�\ CONCRETE SIDEWALK(TYP.), / �Rpp ` �•• SEE DETAIL 6 SHEET C8.00 a 1 1 I GLOP i�jrj••9 /96/2 •4' '`� • SEE DETAIL 5 SHEET C8.00 �� / F J.. I IMPRID 035-I(?/I1-04 /� / pE ppGN;'P� / F \ \\ ,� EXISTING BUILDING Fq/F /' / ♦ / I 20' FAY K.DAMS h DAVID M.McCORD 4• // %i/9A,• P��\ 6'WOOD BUFFER FENCE(TYP.); \ .® �e� 9,850 SF Fq n 35' I US SINGLE F LYYGEESIDENTIAL-4 I //'✓ w• j \\\\ / SEE DETAIL 3 SHEET C8.02 ..! I� - ASPHALT BYPASS ///IIIII1111Y y 1111- III 50'CLASS9 a J / R \6 ` FFE:671.69I LANE - I , 1 BUFFER C z INC.R- .44 I - / }1,695 LF ASPHALT 'tom / GRAVEL STACKING LANE,SEE I \ II / N / STACKING LANES �' \ � IFPE:663.41 of\/ I ?F' �� / r'' /WPM BUFFER CONSTRUCTION l/ - --' '-' - � Ili/ • INVERTED'U"BIKE RACK ( HEAVY DUTY ASPHALT(TYP.), DETAIL 9 SHEET C8.00 0 I ^ o 43.4.1 000 / /E� I\ /j00 CDOCUMENTSN \ PID:035-23t-09 / \ - 4410p (TYP)SEE DETAIL 6 SEE DETAIL 1 SHEET C8.02/ )11 �,/F Il / MARSHALL B.ADDISON& / \ SHEET C8-Ol CAROL B.ADDISON \ .\�. PROPERTY LINE(TYP.)/ \ / USE:SINGLE FAMILY RESIDENTIAL \ / 35'PCSO BUFFER N" / \ ZONING:R-4 \ �,�pp.. \ / / 50'CLASS C BUFFER \ \ \ .-, PLAY AREA-\ ♦ 1 ` �4Y'\ \\ Z / (37.5')REDUCED 25% ` \ \ 3(COVERED) NOTE: 1 COMMUNITY ENCROACHMENT LINE / / NTH 6'BUFFER FENCE I/ BIKE PARKING \ SHORT TERM(UNCOVERED) NO PROPOSED BUS / 0 1 '1-1 \ w \\� ( \ SPACES BIKE PARKING(4 RACKS/8 PARKING ON THIS i\ ZONE AE FEMA FLOOD LINE / \\ -- SITE LIGHTING(TYP.); SEE % \ LOCATED SPACES) PROPERTY.BUSSES WILL \/ - / PID:035-231- LIGHT SPECIFICATIONS \ INSIDE • DROP OFF AND PICKUP / / / A• - JOZEF FAMILY R THIS SHEET \\ \ BUILDING) - --------- '4, / STUDENTS,BUT WILL NOT / / Q \ / USE:SINGLE FAMILY RESIDENTIAL/ \\ \ --- • BE PARKED ON SITE / \ / / (0 ZONING:R-4 \\ vv S.C.M .. 4 / rp� - 2 C / 1•C MOUNTABLE CURB AND GUTTER(TYP.) '-`�+ //�/�� CO / PV\-00 SEE DETAIL 6 SHEET C8.00 / 1) ..1r iti�,!o // - N V-6' CURB AND I 1---I .'il (TYP.) / / W IA 00 BUFFER 50% ADDITIONAL CALCULATIONS USE:SINGLE FAMILY RESIDENTIAL ��pr��, W (� \ / .\ \ `Nkill° ' a F,Ni ' � �� m� / HrI AREA BETWEEN COMMUNITY ENCROACHMENT \ / 50'CLASS C BUFFER \ / • ONCN% / .♦♦♦♦♦♦♦.♦♦� / /GJ� / / ¢o LINE AND FEMA FLOOD FRINGE: 34,528 SF / NG% ♦..'♦♦♦♦♦� / J O / O / NOTE THE COMMUNITY F' / / O d' 50%OF ADDITIONAL AREA REQUIRED: 17,264 SF / \ / • /. ENCROACHMENT LINE MUST BE MMUN'nf .♦��.♦♦♦..� / .� l^ a PROVIDED: 17,264 SF / - \ \/ • / CLEARLY MARKED PRIOR TO ANY COf ,. .�.♦♦�♦ / /ice / O Q v' J U \ PID:035-231-12 / \ GRADING AND THE MARKED LINE 50%SWIM=17,264 SF •-.___._.�.J-' // // G� 0 ' LLI Q_0 A MICHAEL CIARK&IAN MD., \ .� ` - SEE CALCULATION THIS \4, \ / USE:SINGLE FAMIL SIDENTIAL/ 20'SIDE YARD \ \ / MUST BE MAINTAINED ON SITE f SHEET "� �'O. / / /eO/ U izi 9 / ZONING:R-4 / \\ \_ // /�i UNTIL FINAL GRADING IS / ® , // / /�/ / / 2 O I- Z I FIEND \ 20'SIDE YARD \ / / / J? 21 / J Z Q Z \/ 2E4Z,.4`7° 'cUgt, / % / / ��'/ / / . ) z uJ U 0 HEAVY DUTY CONCRETE \SS \ / "R' Z4yy 4gq�,y / ' / \\ ,,. f TREE PROTECTION � // `' v, Mc N _ \ \\ Qty, FENCE(TYP,),SEE / W G m Z PID 035 231-13 / / / 20'SIDE YARD /tYFI. DETAIL 9 SHEET C8.02 / > L�..I DWANE 5.GARRIS '4g __ \ / USE:SINGLE FAMILY RESIDENTIAL .‘a ''0?/ / /♦/ �/� / // // / // _ > JII / ZONING:R-4 O• I=11 IIIIIII III III III III III III HEAVY DUTY ASPHALT \� / ,�'\ _-\ // Aifr /// / / Z J O r \ 50'CLASS C BUFFER / / J c �1/ 2/ eJ 50'CLASS C BUFFER FEMA FLOOD LINE '/ ♦ /.� / �. / _ _ / / REGULAR DUTY ASPHALT \ \ (100 YEAR) s0' 3U, 30'PCSO BUFFER SO • _-• ....,..• / // // 5 ' ,0 \ FUTURE FEMA FLOOD LINE / / ,•f� se,G/�/ / ,•s PC �' /-/�� / // IJJ W 0o YEAR) �♦ // 1 / / / \ PROPOSED TREE SAVE \\ / ♦ // / / • SIGN LEGEND \ \fie '. sd 40,47a". � iI1 / 1 1 / , / �/ // =�A STOP SIGN(Ri-i 24"5 24") a hPP^�Q�\..,_py'.' . •V ♦ ' z I I l / O''Cs / / / / /\, ..9. / G CARPOOL KEEP RIGHT SIGN �` a _ SITE PLAN ' / 100'PCSO/SWIM BUFFER/WATER QUALITY BUFFER(LAKE WYLIE PA) / BUSES KEEP LEFT SIGN ♦ K „om o / / /4f-- PID ss 31-99 1 --r-D PROPOSED RIGHT-OF-WAY 35' `"w °C" . / / GUI£ / \ �/• ME NBURCOUNTY / \\Y S`+'FROM CENTERLINE OF ROAD " \ \ °;"..r cz I / USE:SINGLE AMPLY RESIDENTIAL-COMMON ,pjE DO NOT BLOCK DRIVEWAY SIGN /�9 h ♦ea / / / ZONING:R-a / / ^ 66/� .. .'' \ / �� LIGHT SPECIFICATIONSav�' F BY-PASS LANE VISITORS/STAFF ONLY SIGN /AG 3 y,,,,.c 30 0 30 60..tiC B( \�" \ / 01\ LUMENS PER LIGHT LOSS 8Z 00 0 Q ! j SYMBOL LABEL QTY. MANUF./CAT.No. DESCRIPTION LAMP NUMBER LAMPS FILENAME WATTAGE •NOTE: STOP SIGN TO BE MUTCD STANDARD PROVIDED; AND 9� m• / `,.�� •/ 4 DSXI LithoHia EED IP4135K LAMP FACTOR s / / / ^ g g LDUMINA REPAEPIERFORMANCE SCALE:1"=60' y INSTALLED BY OWNER/CONTRACTOR �G'yT ,(� \• _G ry)')01b \ l, / ;o,.o, / DUKE SITE 1 DSX7 LED P4 35K 80CRI 1g257 1 123.94 w '1Kp.�9Q ® SOCRI T2M PACKAGE 3500K CCT 80 CRI T2M.ies PROJECT#: 1023-002 GENERAL SITE WILL BEUNDERGROUNDWITHAN EXCEPTION OF BACKFLOW �J 9A" �,\`O \ e�N 5 S C BUFFER TYPE 2 MEDIUM DRAWN BY: SG 1. , 0'CLASS PREVENTORS,METER BANKS,AND HVAC UNITS WHICH WILL BE SCREENED r A 'y> GUM �� CHECKED BY: BG FROM RIGHT-OF-WAY AND ADJACENT PROPERTIES. EXISTING EOP ALONG VALLEYDALE 0' • ��'- "/ ^ WALL PACK Lithonia Lighting TWP LED,ALO PERFORMANCE " Y "fit".. 20'SIDE YARD g g • 2. REFER TO RETAINING WALL DRAWINGS TO BE DETERMINED AT A LATER DATE RD.TO REMAIN. / ® OLD 9 TWP LED ALO 40K PACKAGE,4000K CCT. TYPE 3 1 TWP_LED_ALO_40K.ies 5173 1 49 o BY OWNER. .tea / MEDIUM JULY 27,2023 3. ALL ACCESS ROADS THROUGHOUT THE PROPERTY SHALL BE A MINIMUM 20' 011 r TREE PROTECTION ss\ , �4 /UNOBSTRUCTED CLEAR WIDTH AND SHALL BE CAPABLE OF WITHSTANDING Fl FENCE(TYP.),SEE21 85,000 LBS WITH TURN RADIUS 30'INSIDE AND 42'OUTSIDE. DETAIL 9 SHEET C8.02 \ \Kr /� / �\ SOLAR LIGHTING STEALTH 12oW- REVISIONS: /� SOLAR120 3 STEALTH 120-21 PHILLIPS 5050 1 19191 1 120.3 p 4 ��6% ^ � ® INTERNATIONAL INC. 21_IESNA2002.IE5 / 2.09/06/23 CITY COMMENTS S /� 30'SETBACK // ' III. ,oq \ ,,�)F�ER/ DEMOLITION NOTE: V / S✓ / ^ SOLAR LIGHTING STEALTH 80- SOLAR80 11 STEALTH 80-21 PHILLIPS 5050 1 12848 1 79.852 ' Know what's below. �' // @)•\ \ ' / ® INTERNATIONAL INC. 21_IESNA2002.IES TO THE BEST OF OUR KNOWLEDGE,BASED ON MATERIALS PROVIDED BY THE U OWNER,OUR REVIEW OF THE SURVEY,AND THE RESULTS OF THE GEOTECHNICAL Ca II before you dig. /� \ / / INVESTIGATION,THERE ARE NO EXISTING LANDFILLS NOR DOES THIS PLAN y 9 / \ WST LED,PERFORMANCE p PROPOSE THE CREATION OF ANY DEMOLITION LANDFILLS PER SECTION 20-16(12) /) ^ Lithonia Lighting PACKAGE 2,4000K,VISUAL WST_LED_P2_40K_VF_ ( ) \ y NEW BUILDING 13 WST LED P2 40K VF COMFORT FORWARD THROW, 1 MVOLT.ies 3469 1 25 r OF THE CITY OF CHARLOTTE SUBDIVISION ORDINANCE. \ , \ ® MVOLT MVOLT 6 ^�]Copyright 02023 Design Resource Group,PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group,PA,and are intended soleyfor the use of the redolent noted.No third party use or modification is permitted without written authorization. C2.00