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HomeMy WebLinkAboutNCC241240_Site Plan or Location Map_20240422 '30'PUBIX-ppW 04ill �, �, �, �, LL y CITY OF KANNAPOLIS STANDARD SITE PLAN NOTES °'\ �,.� ii ill ♦ 1 �\\ \� w W ` + 1. TXE CITY OF KANNAPOLIS LAND DEVELOPMENT STANDARDS MANUAL AND NCDOT�.L 11 \\W ,✓ STANDARD SPECIFICATIONS ARE USED FOR CONSTRUCTION OF TXE ROADWAYS, ® 1INCLUDING THE NCDOT SUPERPAVE MANUAL. LC • ® �� \1' 1' `I' K 2. SECTION 1018 OF THE NCDOT STANDARD SPECIFICATIONS WILL BE USED FOR THE \\ \ ® w W w W,®� igliiiiii IO w ,, W w W W * W w I I '� OACCEPTANCE OF R OTHER NTENDEDRUSES. MATERIAL BEING USED FOR EMBANKMENTS BACKFILL ��� .;' ,I, �, ,I, W i 4, y W W �, W v/ ,I, y, J, �, W J, �, 3. 3.A 48-HOUR NOTICE FOR SCHEDULING IS REQUIRED FOR THE PROOF ROLL. \ W \ \ I PLEASE ALLOW ADEQUATE TIME FOR THE INSPECTOR TO PERFORM GRADE \\ V A A\ \ w\ w ' // �/ v w w m w w / i i' CHECKS ON THE SUBGRADE AND ABC Q \ \ ,., wy/ \* ,1 i / \\ .1, ,I/ ,I, ,I, y/ y, ,I, W W �, FUTURE OUTPARCEL 4 A.A PROOF ROLL WILL BE PERFORMED PRIOR TO: W MAIN ROAD AND BY OTHERS K I.PLACEMENT OF CURB AND GUTTER. \ \ ,I/ ,✓ w / \"":1,--- / / \ W w W w w w w PROPOSED ROUNDABO.WT I II.PLACEMENT OF ABC. \ .I, w ,I, .I, w *W W W/ U, * v, �, w W W * MONUMENT SIGN `I, W J/ \ / \ \ BY OTHERS III.PLACEMENT OF ASPHALT. „ \ \x, _ 4. AGGREGATE BASE COURSE SHALL BE PROVIDED FROM APPROVED SOURCES AS I/1 \\ lit \\. OUTLINED IN SECTION 1010 OF THE NCDOT STANDARD SPECIFICATIONS. 0 \ \\ * w J/ �/ /4j \ \I v/ ,I, ,✓ � • ° z \ .• W J/ J/ I ,4' ,• 5 OA UTLINED WILL BE REQUIRED PRIOR TO ANY PAVING.APPROVAL tt \ _ ��I p _ 6 A NCDOT APPROVED JOB MIX FORMULA MUST BE SUBMITTED FOR 1V \'\1^,,1 1 \ PAVING. 5 \ \ \\\\ W w / I - A� \ • 4 ' ASPHALPRIOR T MIXES AND DEPTHS WILL ADHERE TO THE TYPICAL SECTION FOR Iy ROYAL OAKS METHODIST \ w t W �_ MICT.N. T ROADWAYS APPROVED IN THE CONSTRUCTION DRAWINGS.MINIMUM DEPTHS a��" 1� P UNLESS OTHERWISE NOTED WILL BE 2 0"OF 119.00 PLACED IN ONE LIFT AND 2"OF w CHURCH \ \ �11 \ \W PROPERTY LINE 4, - -- - - LOTs zz<e To ai sLocx z O / BUILDING 13 wove OHS e \ �y\O / J S9.5C PLACED IN TWO LIFTS.THE FIRST LIFT OF 59.5C WILL BE PLACED PIN,ssezziso5eo \AM 'q duo 1 \ w \ • / / / Y , ' }+ ' I IMMEDIATELY ON THE 119.0CD,ANDITHE SECOND LIFT WILL BE PLACED PRIOR TO t W I 1 _ ACCEPTANCE OF THE ROAD.DRA DRAINAGE WILL BE REQUIRED ON THE ROADWAY 0 \ '\ ,I'\\ �' •'-�' 1- DURING THE TRANSITION OF THE TWO LIFTS OF 59.5C. \ 'a w \W t l*ristiffl'i �,\ -'•n 8. A PRE-POUR MEETING WILL BE REQUIRED PRIOR TO ANY CONCRETE POURS. v ST Q I � F1- _ 9. A NCDOT APPROVED MIX DESIGN MUST BE SUBMITTED ON A BESOT FORM 312U O \\ V \ \. \ W \\\ "✓//W SIDEWALK TYP. PRIOR TO PLACING ANY CONCRETE. 'b`. / W '.' ��� LL 10. REFER TO DETAIL SHEETS FOR THE PROPER INSTALLATION REQUIREMENTS FOR aaaaaaa-o O \ t \ I ) Iw W\\ yr \J 1�� STORM PIPING USING NCDOT STANDARD DRAWING 300.01. @<�\• \ . \ / STREAMI .I. \.I. / �, ._ / `II(I/I`/ 11. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A VIDEO OF THE STORM P �LS L W \ \\ � 111-� SYSTEM PRIOR TO ACCEPTANCE OF THE SYSTEM.IN NEW SUBDIVISIONS,TWO(2) / /� I VIDEOS OF THE STORM SYSTEM SHALL BE REQUIRED.THE FIRST VIDEO IS p.ft \\ \I I� I I w w \� //j/ w w �I% . REQUIRED TO BE PERFORMED PRIOR TO THE FIRST PROOF ROLL.THE SECOND N .i l\ W W W W v I ECM VIDEO IS REQUIRED AFTER THE INSTALLATION OF DRY UTILITIES,BUT PRIOR TO o CCC \ \ II I I 'W W / "-� \ I,\, ;O j0 ACCEPTANCE OF THE STREETS BY THE CITY OF KANNAPOLIS. \I-I W / BUILDING 12 �� ,• ��/z�� FUTURE WIPARCEL \I 12. EROSION CONTROL PERMIT IS REQUIRED ON-SITE DURING CONSTRUCTION.NCDEp Z U 4 7 BY OTHERS WILL BE INSPECTING THE PROJECT FOR COMPLIANCE WITH THE EROSION \ PROPOED� W ' CONTROL PLAN IF DISTURBING MORE THAN 1 ACRE.CITY OF KANNAPOLIS EROSION W z 1 I w TAINT WALL,I, �U, W 1 CONTROL PERMIT REQUIRED FOR ALL CONSTRUCTION DISTURBING LESS THAN 1 0 H \ ` \ 1\\ 1 / / ��\ \\ ACRE.CITY WILL BE INSPECTING THE PROJECT FOR COMPLIANCE WITH THE iP� \ ,I, \ . EROSION CONTROL PLAN. U O 1\ �` I\\ - CLUBHOUSE \ \ F1.. 13. THE APPROVED TYPICAL SECTION INCLUDES A SHOULDER BEHIND THE CURB AND = Q,,,,F,o \ \\ 1, LL GUTTER ON BOTH SIDES OF THE ROADWAY.THE SHOULDER MUST BE PRESERVED O o_ \\ \ / \ ,„1 \\\ ♦ DURING GRADING OF ADJACENT PROPERTIES. � a U I U ( ` �" \ \ SIDEWALK Al 14. ONLY STREET LEGAL VEHICLES,LEGALLY LOADED APPROPRIATELY FOR THE - 2 o'O O \� \ /,° I 1 % HAULING VEHICLE,SHALL BE USED TO TRANSPORT CONSTRUCTION MATERIALS ON S 'E. Q 1 s o \\ /X\\/� 41, ', \ CITY STREETS. w o w � ��\ I% \ /, I I __�1 3 i 15. NOTIFY THE CITY OF ANY WORK BEING PERFORMED ON THE WEEKENDS.NO WORK w EX.-ROW ` I „ \ O REQUIRING TESTING OR OBSERVATION BY THE CITY WILL BE PERMITTED WITHOUT �p N^s , POOL I I III BAY G__ GE _ NOISE PERMISSION. s c -p(_ROW OTA E \ I r .DIN - - 16. NOISE ORDINANCE:7:00AM TO 9:00PM-WEEKDAYS,8:00AM TO 9:00PM WEEKENDS. w m a Z K_Row 7--- DAK PUBLIC RV I I� - _ Ex ROW / . f -°�& ° // / Y „II a E%- 1 o SITE DATA TABLE .oc aow I - / SEE SHEET C304 I I �' o 0 1 \ I'ç/ LL DEVELOPMENT DATA:\ ' TAX PARCEL ID 5822298294000000 xlctuxDmwavNe Q�'���' I1LAND USE MULTI-FAMILY PO3,I.OR \ 8 1TOTAL SITE AREA 2142 ACRES s s \ BUILDING9LTOTALDISTURBED AREA 1601 ACRES K ax. 0 110 Me55zaseaa FUTURE OUTPARCELPROPOSED BUILDINGS 13 \/ NUMBER OF UNITS 324irI yrr.\": / / INUMBER OF UNITS ALLOWED 400 p\CARO/�,0$ -� RETAINING WALL `\ �vvt1 /N9 z:I POSSIBLE GORE i • - ... - IoYp„ _o � LLzo smoaaN + / / aZONINGDATa 'iP 0S5AIIY /// RIGHTIN/RIGHTOUTFEMA FLOOD PANEL3710562200K _ SEAL - aj ocmI a'"Q9 r� /- � 1 STREET CONNECTION ¢ WATERSHED N/A .7..- - ()359t� LLJJ ' I ZONING DISTRICT: PUD 1 m m TO CONCORD LAKE RD N �/� IS"Ntl1 / ` MIN.LOT SIZE: N/AI0 0% I z ���/ I Ji /+�/ - / / RO RO MIN.LOT WIDTH: N/A .',��y•N �C�!\'�:/ L _- ' Q MAX.HEIGHT: 48ice\ I _ / / \F ` PROPOSED DENSITY: 15.14 UNITSIACRE I tmrtxcs• �_Q / I I PROPOSED i--- � / -___ �,- SETBACKS: `10/4/2023 II RETAINING WA �� r/r/` wFRONTYARDN/Ami i \ . LI, x SIDE YARD INTERIOR N/A I-O N p Q Qo / 0 I \ \ �Q ,1 // I 1 SIDE YARD EXTERIOR N/A Lu UO O V/00DED \n \ \ ` ), �/ I I REAR YARD N/A CV m\ I \\ • ��,,/ / I I FUTUREROW 25'PERIMETER BUFFER SHOWN PERPUD ZONING CD 41 j am\ (Pm sn30. Tuw oEin EE SHEET C303 � ��� \ L_ ._ IBTHERSTVP.- PARKING Il O wm I I 111111PARKING PROVIDED 550 Y O OW 0 a I I Ul \ \\ \ 1• \ \ / / 1; ADANPARKDNG VAN 512m o o czIIII \ I \ \\\\ \ , / • 0Ir � // / A 11PARKINGREQUIRED 504WMARKAYSHARONI II I II \ • \ \ - / / f .' STANDARD PARKING: 493 Px.sszzzeass III ` \ / AOA PARKING/VAN: 11 PROPERrvuNE rvP \ \ FUTURE OUTPARCEL\\ /- / evoTXERs LLJ EI z5 Pea NeTea I ` BUILDING 3 / OPENSPACE\ BEfBACK �IWOODED ,� � \ \ l� / �'- \ PROVIDED: 874ACI / \ REQUIRED: 5.36 AC(25%)latl BUILDING 45. II I I ` / / ® // IIIMPERVIOUSAREAWOODED1 \ 1 120'UNDISTURBED / ' / / I - ; PROPOSED: 9.29 AC`a I STREAM BUFFER / / _o I , �\ ` +� __ 1 APARTMENTpUANTITIEB'0 II , \ II II \\_ / DOG PARK 1 / .. Q 1APARTMENT UNITS324n �d.� III \ \ \ // Z 25'PERIMETER I \ A C/' \ \ I / `"'^s%.w.r,� I p BEDROOMS LIFORNIAST I \ \\ // `SE CK / \ PROPOSEDBMP I IBEDROOMUNITS: 96 CA \\ L \ 2 BEDROOM UNITS: 92 TBA R I �,L/ O �Ex- II \ \ I I I I �20'VEGETATIVE v _ --- L/- � i\ I 3BEDROOM UNITS: 36 w`' STREAM BUFFER `{ Ervcc 11 MAINTENANCE TRASH s^®_-- / (/�//- __ LLLLLL p II I \ I I I 1 �\ \ --_--BUILDING` COMPACTOR---� //��,-�p055IBLE GORE PROPERTY LINE TYP. - _ ��----�/ w I \ \ -!- ul I II \\ I \I \\\\ ///.�._�.__` �`- - PROPOSED / / � _�_vE_ 3 \ \ WOODED \ \, T is RETAINING WALL / / / JCL , O \ \ / DONAIAWAOSTAPP K \ I J6 \ PEGGY WAG STAFF I' \ I I ' PINB.:H ,ua, --nW--- Iz \ v II 1 R.PRESERVATION 1076.NG cANcuc 1 \ I \ \ \\ 46 \ \ A 1 I \ � PIN.5.82238003.9 I II \ \ \\\ \\ I PROPOSEDBMP II \ \ \ \� 1 z CONCORD INCOME LLC \ Pix.SESSS0a.s1 III -- \ \ SEWER \\' `� - - - - T nao-, \ \\� \ 5n,/2oo,1 \\ 1 , I m SITE DEVELOPMENT PLAN NOTES Q W z_ L1 " \ W 1.SEE"GENERAL NOTES"SHEET FOR SITE GENERAL CONSTRUCTION NOTES,PAVING,STRIPING. 1 1 1 Q z O P \ \ \\ \ \ II GRADING.AND ZONING NOTES. I E 1 \ WOODED II \ �\ '�\\� P °e 2.SEE"EXISTING CONDITIONS"FOR COMPLETE BOUNDARY DESCRIPTION,ADJOINING PROPERTIES, 7 O `\ • ZONING AND USE. ^L' CL I 1 \ \ \\� i III I 3.SEE"SITE DETAILS"SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS. Et Q Q `o I I` 1 1 \\ \ WOODED \ 4.ALL DIMENSIONS SHOWN ARE MEASURED FROM THE FACE OF CURB TO FACE OF CURB,UNLESS uJ O ti Ct OTHERWISE NOTED.DIMENSIONS LABELED"EOP"ARE MEASURED FROM LIP OF GUTTER TO LIP 3 \ � I I \ \ I POSSIBLE GORE OF GUTTER. Q !1 IDAI/\\ \ \ y 01 5.DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL = O 0_ `! UNLESS OTHERWISE SHOWN. LLI 1 I 1 1\�\ \) \ I 6.BEARINGS,DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE.REFER TO RECORDED U / // PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. 7 d \ \ III 7.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND Z in I nx.sszrzrzeizez \ \\ DIMENSIONS OF VESTIBULES,SLOPE PAVING,SIDEWALKS,EXIT PORCHES.TRUCK DOCKS, O 0 H 1 I I/ PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. N Q I \ I `\ w000eD ------- - \- _ - t,P m > 2, U OP/ - „� _ _ �- - GRAPHIC SCALE IN FEET w \ 11 0 30 60 120 - - 11 -� l I " II I NORTH8 m LIVIJESSEE ST Ovw�* I / \ \ ANITART SEWER SHEET NUMBER rNti. �� \ y (PUBDC R/W1 DARRELL MSHARON \ "m SE I I am PaacaaveTrnN�rr eNrrrr�/x�a Know what's below. C302 a Call before you dig. This document.together with the concepts and designs presented herein,as an instrument of service,is intended only for the specific purpose and client for which it was prepared.Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates,Inc.shall be without liability to Kimley-Horn and Associates.Inc.