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HomeMy WebLinkAboutNCC240024_Site Plan or Location Map_20240119 oZ WO STATESVILLE PEPPERCORN Zo .9 PHASE I OFFSITE ROADWAY IMPROVEMENTS ___ ROADWAY CONSTRUCTION DOCUMENTS CITY OF STATESVILLE, IREDELL COUNTY, NORTH CAROLINA e, ci AUGUST 2023 E '� _ - JANE SOWERS ROAD(SR 2171) ci z 0 A I y c �� 1` ///� D TCP-5 TRAFFIC CONTROL PHASE 2 J �'"viOiA' ,- ^r Y T .13., y _;T '^'°'^•ReiO i��ry1 SEE PHASE II PLANS BY KIMLEY-HORN) II o NORTH Sheet List Table TCP-B TRAFFIC CONTROL PHASES = �U 15 14. gy % P o Sheet Number Sheet Title o M 0. v 21 g 6a �6 ,/ r f Q� x PM-1 PAVEMENT MARKING AND SIGNING U �E ,!_ .TI PM-2 PAVEMENT MARKING AND SIGNING ^ a .]V i ,U )1 O 1 COVER SHEET ^ z M O= `, '�i O`T\ D PM-3 PAVEMENT MARKING AND SIGNING ^ 4F I k 7- 1 afGy BITE DRIVEWAY 5 PREVIOUSLY CONSTRUCTED O GRAPHIC SCALE IN FEET IA GENERAL NOTES Z o w ® 41@^ s�a� _ - E )Y" �`` p 0 250 FJOO 1 GGO 18 LEGEND O N PM-4 PAVEMENT MARKING AND SIGNING N to its 8 I —.:.-- NN 11 1C DETAILS \ PM-5 PAVEMENT MARKING AND SIGNING W Iw 8 v EC-1 EROSION CONTROL NOTES w 5 O y ,a �y LI •H ID DETAILS - a o _S 1-_. __ __ x.n�wm R EC-2 EROSION CONTROL DETAILS C' :: _-4__-R:p9^a___-5___:�t -- ,f `\ / IE DETAILS _ EC-3 EROSION CONTROL PHASE 1 Y `3 - '- '""'" $ ss y`� ays - 2 TYPICAL SECTIONS nY .� gi5 1 o.w \ - EC-4 EROSION CONTROL PHASE 1 E o- € k_ * 9 / 3A TURNING MOVEMENTS �' / - EC-5 EROSION CONTROL PHASE 1 •N� t "VS� x,,,.,ry i° a'r9 \yI 3B TURNING MOVEMENTS — ®CT H. 8F 4 I + ) \ - EC-6 EROSION CONTROL PHASE 1 — ON ppaad��// I 4A SIGHT DISTANCE PROFILES E an �1 `,; �(- \ - EC-7 EROSION CONTROL PHASE 1 — o 6 4B SIGHT DISTANCE PROFILES o °o rk + - EC-8 EROSION CONTROL PHASE 2 o eves R_i!. x...uwa 4C SIGHT DISTANCE PROFILES 4 6 yJj A _ \1 g 4D SIGHT DISTANCE PROFILES EC-9 EROSION CONTROL PHASE 2 + C. II� 'R ` g 14� - EC-10 EROSION CONTROL PHASE 2 — 4E SIGHT DISTANCE PROFILES A w It. pox& - EC-11 EROSION CONTROL PHASE 2 ,,,,,, �f� LE ram. y•y ® 4F SIGHT DISTANCE PROFILES — Q /d• 0 y ce N4. - EC-12 EROSION CONTROL PHASE 2 \ 0 �I //�\ 5 ROADWAY PLANS ~ •'"o' i y.�"'a�. �.1 N ` - %S-01 CROSS SECTIONS SEAL aco r"°�i n w""^ . 6 ROADWAY PLANS 046999 a BE STRUCTED %5-02 CROSS SECTIONS (k Mum 64 LAL(Ay'ITER PHASE 7 ROADWAY PLANS F 0I ff� XS-03 CROSS SECTIONS �eiP.'•N6'1 NO. G,� E .ono Tra6ic lmPaa Analysis , Fipl'n Q�l\J� 8 ROADWAY PLANS '�.. •• ' �Q•�p, a mI mnm..m.m '.0 a \' _ 1 %5-04 CROSS SECTIONS �'rr•y rA M. co Statesville Peppercorn �9 llllnu�x^ ONE 9 ROADWAY PLANS - rrrnrr••-18 Kimley»>Horn Identified Mitigation improvements,manta(Phase I xIII-LUC 154 ` �1 / s% P\\ %5-05 CROSS SECTIONS / I _� ,nnIIIIIIII 10 ROADWAY PLANS XS-06 CROSS SECTIONS Z 08-18-2023 .®..,. t 11 ROADWAY PLANS 3 K CC CC \\ P•( %S-0 CROSS SECTIONS U r7 O Q Q \\ �\ �.fl 12 ROADWAY PLANS w N = 7 /cu _ _1 tjI \ .A 72 JH - G0� j'C\ %S-09 CROSSSECTIONS O' mOG\ 14 ROADWAY PLANS O-N Q E m PREVIOUSLY CONSTRUCTED a E\' %5-10 CROSS SECTIONS ¢I"7 w I��� %IV .\P.N15 ROADWAY PLANS i� 3m lrno � N 16 ROADWAY PLANS %5-11 CROSS SECTIONS O Q 3 II.I r i �\1 Y c� ,6 1 yy y .. „'(•qV �'"y(\' N 17 ROADWAY PLANS %S 12 CROSS SECTIONS `� ��{ •``, alai - i, �\ %S-13 CROSS SECTIONS NNN_, p� .L y P`( 18 DRAINAGE PROFILES - XS-14 CROSS SECTIONS LES KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR / i� SITE l \��1 i ��unoollloollnl°mllilmmmlm ��as DNA` 5J5 GC)°° 20 DR19 AVEWAV PROFINAGE ILES %S-15 CROSS SECTIONS o • ff- __.............. IIIIIIIl41Mw, �``\(y' ... ., OVN - %S-16 CROSS SECTIONS ANY COSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN �_ �'c.`�, O TCP-1 TRAFFIC CONTROL NOTES ln BIDS OR PROCEED WITH CONSTRUCTION BEFORE I / III T 13 SHEET 14 SHEET 15 °\\\$. N xQo o TCP-2 TRAFFIC CONTROLPHASEI - %5-17 CROSS SECTIONS W / _ �;\\\,\ y N� - xs-I8 CROSS SECTIONS KIMLEY-HORN HAS ISSUED FINAL,FULLY-APPROVED PLANS AND ( gI JJ .\\' fn TCP-3 TRAFFIC CONTROL W SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL \\�J I 11 U V TCP-4 TRAFFIC CONTROL PHASE PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION II '�\�a BUILDING TO BE CONSTRUCTEDI _ II IN LATER PHASE ''^^ UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS I �Jl Q N v+ OBTAINED. IEt ,__,_=_______________,______,.., - _ ',,,, 111 -'' BUILDING-{ BE CONSTRUCTED r I r a a u IN LATER PHASE / / uaI�INIIWIIIIIININBIHM'Ig pled1 kiif .K'� _ I \`n m U It . CRAWFORD ROAD(SR 2174) ODESSA DRIVE(SR 2282) JANE SOWERS ROAD(SR 2171) I ��00 $ — H SITE DRI �s'A' (' Z POSTED SPEED =55 MPH POSTED SPEED =55 MPH POSTED SPEED =45 MPH (/i -- + � \ SEE PHASE II PLANS BYKIMLEY-HORN F W W DESIGN SPEED =60 MPH DESIGN SPEED =60 MPH DESIGN SPEED =50 MPH I \� - j \ /' p a Z v< a r 1:6 oa \11 BUILDING TO BE CONSTRUCTED - IN LATER PHASE ': D: t L Eo O II � 9 J 0. CI i le ArAellillIV 410, 411411 OWNER ENGINEER SURVEYOR � i+ �' w 'a �Vee� NORTHPOINT DEVELOPMENT KIMLEY-HORN AND ASSOCIATES,INC. ATLAS SURVEYING,INC I MI - I r 4825 NW 4IST STREET 200 SOUTH TRYON STREET 13331 PORK CENTER DRIVE SUITE 200 SUITE E IOTORY '111.I1 Q v>i �t RIVERSID CHARLOTTE,NORTH CAROLINA 28203 CHARLOTTE,NC 28273 LANE(SR 2437) 1' gII ,� 811 • O Q RIVERSIDE,MS 64150 {/, (614)546-9850 TEL (704)333-5131 TEL (980)949-8475 TEL (704)333-0845 FAX - 1 Z In CONTACT:MICHAEL JOHNSTON CONTACT:JOSEPH BREMER,JR CONTACT:JOEY RACER,P.E. SHEET NUMBER KnowwhaPs below. 1 Call before you dig.