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�t• �4v� g`�, 0 t44 ft __-_�� - CITY OF HIGH POINT LEGEND
.N�iN� EXISTING PROPOSED
—mmns`N _=%s`= ENGINEERING SERVICES DEPARTMENT
�"-;� �p �p FIRE HYDRANT
■ '■�s ,is. r via e e WATER VALVE
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' WATER METER
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d 4 -PUE PUE PUE PERMANENT UTILITY
Wm MITE
�[�i EASEMENT
,L l �■ �• E��� ■f� ` = S --- Q SANITARY SEWER WITH MH
ass �`
i ,it_�o.►al NE -roe, EAST OF HOBSON STREET TO EAST DOWNING STREET > > > > EXISTING DITCH
SEE TRAFFIC CONTROL PLANS FOR OFFSITE DETOUR G U I L F O R D COUNTY PROPERTY LINE
VICINITY MAP
—E E E TEMPORARY EASEMENT
(NOT TO SCALE)
GRAPHIC SCALE TYPE OF WORK: — GRADING, PAVING, STORM SEWER, CURB AND GUTTER, AND SIDEWALKS CUT FILL CUT-FILL LINE
PLANS W RIGHT OF WAY
0 20 40 60 APPROXIMATE LENGTH OF PROJECT: ,s," Ego, P""Pso®RM ooE�o, TYPE B CATCH BASIN
® GRATED INLET
(IN FEET) TOTAL = 1,890 LF ,o 0 YARD INLET
1 inch = 20 ft.
o TYPE"A"CATCH BASIN
PROFILE HORIZONTAL a o DRAINAGE MANHOLE
20 0 20 40 60
• • � CURB&GUTTER
(IN FEET)
1 inch = 20 ft. J x X X x FENCE
• _ j i
PROFILE VERTICAL BEGIN co0+650czroN21'11 ---__—_,_________ WOODS LINE
—YS—STA.70+65,.00 ----- -1 �--------- -- -- --�--------
4 0 4 8 12 POWER POLE
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• • BEGIN CONSTRUCTION O •
• • • —Y9'—STA.70+75.00 /� I
I
• TELEPHONE POLE WITH GUY
if BEGIN CONSTRUCTION ICI I T
7(IN FEET) BEGIN CONSTRUCTION L
1 inch = 4 ft. YI—STA.70+68.00 z ,
wl
,4' - i — — — — EDGE PAVEMENT
INDEX OF SHEETS BEGIN CONSTRUCTION P. �i , ---------- �__________________
BEGIN PROJECT .� w ,
"• —Y2—STA.10+II.00 0 -
0 0 ❑ ❑ GUARDRAIL
L—STA.ll+00.00 �. iy'
SHEET NO. DESCRIPTION 4/ I CENTERLINE
�/
1 TITLE SHEET 4 '_
` -__� 7 0 ROW PARCEL NUMBER
1A ! EOF
RAL NOT
o�s�I j L EAST WASHINCTON ST. S. COLLEGE NUMBER
2A-1 THRU 2A-2 TYPICAL SECTIONS NORFOLK SOUTHERN RAILROAD T
�W EXISTING WELL
2C-1 GUARDRAIL PLACEMENT DETAIL CC-F-0 PROP.WHEEL CHAIR RAMP
3B-1 ROADWAY SUMMARIES ;•,
3D-1 THRU 3D-2 DRAINAGE SUMMARY SHEETS ` END PROJECT
U STA.29+90.00 iiiiiEr
3P-1 PARCEL INDEX SHEET =_: EAST MLE JR DR.4 THRU 7E.WASHINGTON ST PLAN&PROFILE I -
-------------------------------- -
ht - - - -------------------------------------------
8 Y LINES PROFILES
TMP-1 THRU TMP-8 TRANSPORTATION MANAGEMENT PLANS -^.
M ,\� ~ NORTH CAROLINA'S IKTE0.NATIONAI.CITY"
PMP-1 THRU PMP-5 PAVEMENT MARKING PLANS � .
� 7ny� j� S,' CITY OF HIGH POINT
EC-1 THRU EC-11 EROSION CONTROL PLANS 4'
c: i' - _' ---- o?% ENGINEERING SERVICES DEPARTMENT
11 SIGN-1 THRU SIGN-6 SIGNING PLANS , ` 'S5 S°��" HIGH POINT, N.C. 27261
UC-1 THRU UC-5 UTILITY PLANS AND PROFILES "r
PLANS PREPARED BY:
UO-4 THRU UO-7 UTILITY BY OTHERS PLANS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
X-1A CROSS SECTION SUMMARY SHEET
X-1 THRU X-20 -L-E.WASHINGTON STREET STV Engineers,Inc.
U STANDARD SPECIFICATIONS: IIISTv�1001600 Perimeter Park Dr.
X-21 -Y1-DAY PLACE �,y� Suite 225
60
X-22 THRU X-23 -Y2-SCHOOL ENTRANCE NORTH CAROLINA DEPT. OF TRANSPORTATION, JANUARY 2018 NC Licenseisville, NC Number27e
W NC F-0991
X-24 -Y3-ECCLES PLACE STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES °
X-25 -Y4-UNDERHILL STREET ` DESIGN DATA ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER
X-26 -Y5-N.DOWNING STREET CITY OF HIGH POINT, STANDARD SPECIFICATIONS AND DETAILS \ ,,,,,,,,,,,�
ADT = 4,100 VPD 2017 ,p�p�HCAR07?pa� ,•.,,
X-27THRUX-28 L-DRIVEWAY PROFILES FOR ROADS, STRUCTURES AND UTILITIES, (LATEST EDITION) r Waftr�(; ( ) ;moo: ESs,o.N,•,�,, ?: 'ssi ---
ADT = 5,400 VPD (2040) :of a o� 4i;
12 Imil before 1Ec l V = 30MPH `SEAL'``• ' SEAL `''
045257 ° i 038053
P.E. P.E.
SIGNATURE SIGNATURE