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Home My WebLink About20191385 Ver 1_W Wilson_Hyd_Prm_20191008_20191009150 � e +OP •y 6 st vv Dr. 5 o Keliy -'u o, ai` a - ba pe E ave c 5 W. a o 115 y. � S BEGIN PROJECT a �� F+ Pm' �a 1N5 v ry o o kao �a m vP Pp N. y. c END FgPROJECT Club Q. 9P VICINITY MAP SEE SHEET lA FOR INDEX OF SHEETS SEE SHEET 1B FOR CONVENTIONAL SYMBOLS BEGIN PROJECT .4 -L- STA. 10 + 31.21 SENIOR PROJECT ENGINEER Andy Young, PE PROJECT DESIGN ENGINEER Michael Burns, EI WILSON AVE. TOWN OF MOORESVILLE NORTH CAROLINA WEST WILSON AVENUE ROAD IMPROVEMENTS LOCATION: WEST WILSON AVENUE FROM US 21 TO SOUTH BROAD STREET. TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES, TRAFFIC CONTROL, PAVEMENT MARKINGS, & EROSION CONTROL WETLAND AND SURFACE WATER IMPACTS PERMIT PERMIT DRAWING SHEET 1 OF 4 BEGIN CONSTRUCTION 8 -L- STA. 33 + 08.32 9 END CONSTRUCTION -L- STA. 32+18.32 SITE 6 WEST WILSON -`- LSON AVE. ALEXANDER ST. BRADFORD GLYN DR. OGBURN ST. HILLSIDE DR. ALEXANDER ST. �3°9 l CLAY ST. GLYNWATER DR. ` O+yAP oiF W LOWRA"C ��CONSTRUCTION OURSE DR, -PATH- STA. 18 + 93.64 END PEDESTRIAN BOARDWALK -PATH- STA. 17 + 2 9 +/- BEGIN CONSTRUCTION -PATH- STA. 10+00.00 BEGIN PEDESTRIAN BOARDWALK SITE 1 -PATH- STA. 16+94+/- BEGIN PEDESTRIAN BRIDGE BEGIN CONSTRUCTION -PATH- STA. 11 +25+/- -YI- STA. 10 + 75.00 END PEDESTRIAN BRIDGE SITE 3 BEGIN CONSTRUCTION -PATH- STA. 11 + 85 +/- -DRIVE- STA. 10 + 90.00 PROJECT LENGTH LENGTH OF PROJECT = 1.310 MILES GRAPHIC SCALES US 21 TO CLAY ST. 40 20 0 40 80 40 20 0 40 80 10 5 0 10 20 DESIGN SPEED = 40 MPH CLAY ST. TO S. BROAD ST. PLANS PROFILE (HORIZONTAL) PROFILE (VERTICAL) DESIGN SPEED = 30 MPH �o ST. TOWN OF MOORESVILLE 2523 CHARLOTTE HWY. MOORESVILLE, NC 28117 704-663-7282 CONTACT: JONATHAN YOUNG, PE z ~LU � UJI z U) a LUQ W 0 z > 0 m O a ~ 0 0 0 W O N Ln r®,n, . STEWART ROADWAY ENGINEER ST. rhb VHB Engineering NC, P.C. (C-3705) sao_ C.=Dn�e, wue Sm Ra eigF, NC 2)fi06 SOUTH BROAD ST. HYDRAULICS ENGINEER SOUTH BROAD ST. -L- STA. 80 + 50.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DATE: APRIL 20, 2018 REVISIONS: NO. I DATE 301-16-14 :ALE: JIT Y p 1 36" RV (x3) ` PERMIT DRAWING _ � HW SHEET 2 OF 4 C 15" RCP IV 3 Rip _--� TOWN OF SITE 3 MOORESVILLE 2523 CHARLOTTE HWY. MOORESVILLE, NC 28117 704-663-7282 SITE 2 SITE 1 CONTACT: JONATHAN YOUNG, PE EXISTING STORM TEMP. SW DRAINAGE EASEMENT IMPACTS N/F PB 34, PG 73 ti ti zoo PERM. SW O SAMUEL & MARYSE HAY EXISTING SEWER v o PIN 4657418112 EXISTING DRAINAGE �a LIJ W EASEMENT PB 28,PG 102 �m� IMPACTS DB 2278, PG 82 END 2'-6" CURB EASEMENT PB 28, PG 102 LLaN A �\ W ---------------_ � ------ BEGIN 2'-6" CURB 8•CLAY AND GUTTER AND GUTTER pia �� BEGIN GUTTER CURB -------------------- _ AND GUTTER OF STA. 33+65 �%- L- STA. 37+30.84 ' z 7 OFFSET 12.00'------ - -OFFSET 46.57' m ��2 OFFSET 5.69'4.55 L h RIP RAPPED ENERGY DISSIPATOR BASIN BEGIN 2'-6" CURB CLASS B RIP RAP 0 SEE DETAIL 4 ON STANDARD BASE DITCH AND GUTTER EST 2 TONS 18 RCP PLAN SHEET 2B-2 W/CLASS I RIP RAP -L- STA. 34+00.00 EST 7 SY N/F // III Q Q SEE DETAIL 2 GEOTEXTILEUJ EST 60 TONS OFFSET 16.00' MICHEAL & SHANE GANGI I 7 \/ O EST 95 SY GEOTEXTILE PIN 4657512260 I I� k N/F Z EST DDE = 106 CY 15" RCP -III DB 1347, PG 969 RETAIN SLOPE = 1.0% a O O END 2'-6" CURB II OPHER TORNOW AND GUTTER REMOVE T E `r PIN 4657515340OFSTA. 31+25.0o 3 I r 'I DB 2386, PG 125OFFSET 16.00' �E \o A )CHRIST REMOVE STANDARD BASE DITCH _IJ J LL D I _ 11 SEE DETAIL 3 - 15• RC I R=213.5' f / / EST DDE = 14 CY O SLOPE = 4.61 RETAIN a o Of R= I�x I--1 NT � _ __ _ / \ cDLU�, RCP -III _ O U REMOVE SS 15" RCP -III .__ 1Dt V1 /1 d F e'OIP — 2'DIP i 4" RCP -III kE1 YC z 1 — — — — — — — = CB ^ W O N Lll O _----_--_ --___— TY 83 TYPE 63 I^ ? 'F CB 4 15" RCP N n1 / LL v / J N Lu - CB REU, CB CB o (� 3& D TYPE 83 TYPE 83O'- — — — — — — CB �i h� _ 15" �I CB �r _ I - 36'DIP F ' 'I `^1 /� Cb I10, tAULTUSi_ PATH — =-J —" FIB 36 R P 15 n ----FSS— — —— — F - — I CLASS �5 IT 2 B RIP RA F v �, EST 0 ON S — HW��y�,��P EST 2 SONS ��/ Q F----_--_—__—_—�� S 200 SY GEOTE 1 E57 Aw RAP 0 IS Y _ C 15" RCP IV GEOTEXTILE � �s S T E WA R T E57 SY GEOTEXTILE ^> F DIISSTIJB+Q — Jf — I \��_ - .. ROADWAY ENGINEER F/ F1 \ \ BEGIN CONSTRUCTION F 0' I E O1455 SSYILE S F I_ I -PATH- STAIO+OOAO RETAI a �� ATH CLASS B RIP RAP / LASS I RIP RAP - EST 2 To )5 EST 55 TONS SITE 2 EST 7_SYIEOTE/ EST 100 SY GEOTEXTILE i15 RETAIN �� O \ F / / \ \ PCHI IN N 65 & 985 A HART BEGIN 2'-6" CURB 1_E- AND GUTTER /, 1 DB 1608, PG 2I44 VVVf �UU -DRIVE- STA. 11' RT VHB Engineering NC, P.C. (C-370S) OFF. 11' LT 8 11' RT i / \ SHED SP fsaowamcam�".on�s"uesooSITE RalDR NC LIC N/F RETAIN \ � \ ��" N/F HYDRAULICS TOWN OF MOORESVILLE ® SYSTEM/ `\ A RADER ENGINEER PIN 4656490902 �r,F. j \ EPIN 4657 01812 DB 594. PG 312 -`4 Cd/ ,eG� \ C DB I5ESPGO629 / d Cod 0 N/F \ BEGIN CONSTRUCT Eiso2717 -DRIVE- STAII+00jW2, PG 380 \� BEGIN 2'-6" CURB \ ` AND GUTTER DENOTES TEMPORARY Y1-In y OFFSET 16' DATE: APRIL 20, 2018 do ® ��F BEGIN CONSTRUCTION RNOSIONS: DATE IMPACTS IN SURFACE WATER -Yl- STAl0t75.00 DENOTES IMPACTS IN BEGIN ITE CURB AND GUUTTER -Yl- STA. 10+75.00 SURFACE WATER OFFSET 16' PROJECT NO.: / 301-16-14 SCALE: N/F MICHAEL HAIRE PIN 4657503617 ZZ 08 1482, PG 380 SITE 3 SITE 2 ` TEMP. SW IMPACTS N/F PERM. SW O SAMUEL & MARYSE HAY IMPACTS PIN 8112 DB 227878,P PG 82 BEGIN CONSTRUCTION —PATH— STAIO+OOAO RETAir a SITE 2 ES SITE 1 TOWN OF MOORESVILLE PIN 4656490902 DB 594, PG 312 —DRIVE— STA11+00,W2, PG 380 DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER BEGIN 2'-6" CURB AND GUTTER -Yl- STA.10+75.00 OFFSET 16' N/F MICHAEL HAIRE PIN 4657503617 08 1482, PG 380 PERMIT DRAWING SHEET 3 OF 4 In IRA .'CLAY �Si1�:. 10+75.00 6' BEGIN CONSTRUCT —Yl— STA10+75DO TOWN OF MOORESVILLE 2523 CHARLOTTE HWY. MOORESVILLE, NC 28117 704-663-7282 CONTACT: JONATHAN YOUNG, PE w BEGIN CURB Lu TER AND GUTTER AN STA. TER 55 z z OFFSET 45.69' W uj 2: Q Q LIJ 0 z m :F TORNOW O O 7 7515340 PG 125 ,^ V / = J a D O 0 O LU O N n1 �, „m « al. v O.. STEWART ROADWAY ENGINEER VHB Engineering NC, P.C. (C-3705) 9C0 Main Campus Onve. 9ui,e 500 RaleigF, 2)fi06 HYDRAULICS ENGINEER 301-16-14 ALE: 6 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 Bridge 0.01 36 1 Bank Stabilization < 0.01 17 2 Dissipator Pad < 0.01 47 2 Bank Stabilization < 0.01 6 3 66" RCP < 0.01 < 0.01 42 21 3 Bank Stabilization 0.01 85 TOTALS: 0.02 0.02 150 104 0 *Rounded totals are sum of actual impacts NOTES: 108 If of impact are for bank stabilization 2018 Feb