20071134 Ver 1_Stormwater Plans_20070605

STORMWATER MANAGEMENT PLAN
r,
Project: 3.4445.1.1 -TIP No. R-2518B June 5, 2007
~~ Yancey County
Hydraulics Project Manager: William T. Stephens, Jr., P.E. (TGS Engineers), Galen Cail, P.E.,
and Marshall Clawson, P.E. (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION
The project involves the widening of US 19 from just east of the Madison-Yancey County line to
just east of the Cane River bridge in Burnsville. The existing roadway is primarily atwo-lane
facility and is proposed to be widened to a four-lane facility with a 5.3 m (17.5 ft) median. The
terrain in the vicinity of the project is mountainous and rolling with numerous stormwater draws
and streams. Local highway maintenance personnel reported no flooding problems at any of the
major stream crossings. There are twelve (12) major stream crossings involved with this project.
Of the 12 major streams, 6 are conveyed by either corrugated steel arches or corrugated steel
pipes of proper gage. The remaining 6 streams are conveyed with reinforced concrete box
culverts and bridges. Listed below are the major streams and conveyance structures under the
project.
Station Size Remarks
-L- 119+69+/- 2-17000S Retain -Shepard Creek
-L-134+72+/- 3-3.Im x 2.4m RCBC Retain -Bald Creek
-L- 138+05+/- 4-3.4m x 2.7m RCBC Retain -Bald Creek
-L- 146+06+/- 2616 x 1803 CSPA Retain - no name
-L- 150+63+/- 2413 x 1702 CSPA Retain - no name
-L- 156+63+/- 3-2.Im x 2.Im RCBC Retain - Lickskillet Branch
-L- 162+45+/- 2413 x 1702 CSPA Retain - no name
-L- 164+88+/- 2-2057 x 1499 CSPA Retain - Nubbinscuffe Creek
-L- 175+59+/- Dual Brid es Remove 4-4.6m x 3.Om RCBC
-L- 191 +92+/- Dual Brid es Add Brid a -Price Creek
-L- 206+80+/- 2-2300 CSP Retain -Phi s Creek
-L- 223+53+/- Widen Bridge Cane River
~~ The remaining drainage systems for the project consists of cross-pipes, catch basins, drop inlets,
along with the associated pipe systems and lateral stormwater swales.
ENVIRONMENTAL DESCRIPTION
The project is located in the French Broad River Basin. The French Broad River Basin in North
Carolina consists of three major river systems that include the French Broad, Pigeon and
Nolichucky Rivers. All of the above-mentioned streams, along with additional smaller streams,
are classified as perennial streams and will require permitting as surface waters. The small

Stormwater Management Plan
June 5, 2007
Page 2
ti
amount of the wetland impacts are shown on the plans and are included in the permit drawings
and application. These wetlands are shown left of station 161+60+/- and right of station.
185+00+/-. Most of the streams within the project limits are designated trout streams or
tributaries to trout streams and are classified as WS-II and CTr. Neither High Quality Waters
(HQW) nor Outstanding Resource Waters (ORW) occurs within 1.6 kilometers (1.0 mile) of the
project. Numerous channel changes were constructed for Bald Creek under Project 8.1894405
(R-59A&B) built in 1982 for the construction of the existing road. Estimated proposed
temporary and permanent impacts for the perennial streams on the project are approximately
1047m (3434 ft) and is shown on the attached preliminary permit impact summary sheet.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation of the State's
surface waters by the location, construction and operation of the highway system. BMPs are
activities, practices and procedures taken to prevent or reduce stormwater pollution. The BMPs
and measures that will be used on this project to reduce stormwater impacts are the construction
of grassed swales and preformed scour holes (PSH) with level spreaders at various locations for
the purpose of pavement runoff treatment prior to discharging into perennial streams.
Listed below are recommended grassed swales for treatment.
Location of Swales
Station to Station Lt or
Rt Swale Description
-L- 119+00 to 119+40+/- RT "V" Ditch, 2:1 SLOPES
-L- 123+00 to 124+40+/- RT 0.6m base 2 ft , 3:1 SLOPES
-L- 124+20 to 124+80+/- LT 0.6m base 2 ft , 3:1 SLOPES
-L- 126+60 to 126+88+/- LT 0.6m base 2 ft , 3:1 SLOPES
-L- 133+40 to 134+77+/- LT 1.2m base (4 ft), 3:1 SLOPES
-L- 136+60 to 137+68+/- LT 0.6m base 2 ft , 3:1 SLOPES
-L- 141 +20 to 141 +95+/- LT 0.6m base 2 ft , 2:1 SLOPES
-L- 142+16 to 143+00+/- RT 0.6m base 2 ft , 2:1 SLOPES
-L- 144+00 to 144+54+/- LT Pro osed Roadwa Swale
-L- 146+80 to 147+76+/- LT 0.6m base 2 ft , 2:1 SLOPES
-L- 148+20 to 149+38+/- LT 0.6m base 2 ft , 2:1 SLOPES
-L- 149+38 to 150+00+/- LT "V" Ditch, 2:1 SLOPES
-L- 150+27 to 153+53+/- LT 0.6m base (2 ft), 3:1 SLOPES
-L-152+20 to 152+98+/- RT 0.6m base 2 ft , 3:1 SLOPES
-L- 153+25 to 154+12+/- RT 0.6m base 2 ft , 3:1 SLOPES
-L-154+60 to 154+95 +/- LT Proposed Roadway Swale

Stormwater Management Plan
June 5, 2007
Page 3
Location of Swales
Station to Station Lt or
Rt Swale Description
-L- 155+20 to 155+59+/- LT 0.6m base 2 ft , 3:1 SLOPES
-L- 156+80 to 157+15+/- LT 0.6m base 2 ft , 3:1 SLOPES
-L- 158+80 to 159+40+/- LT Pro osed Roadwa Swale
-L- 164+40 to 165+30+/- LT 0.6m base (2 ft), 3:1 SLOPES
-L- 164+90 to 165+30 +/- LT 0.6m base (2 ft), 3:1 SLOPES
-L- 166+00 to 167+97+/- LT 0.6m base 2 ft , 3:1 SLOPES
-L- 170+40 to 171 +20+/- LT 0.6m base (2 ft), 3:1 SLOPES
-L- 171+40 to 172+28+/- LT 0.6m base 2 ft , 3:1 SLOPES
-L- 185+20 to 185+60+/- RT 0.6m base 2 ft , 3:1 SLOPES
-L- 188+95 to 192+00+/- RT 0.6m base 2 ft , 3:1 SLOPES
-L- 192+10 to 193+97-/+ RT 0.6m base 2 ft , 3:1 SLOPES
-L- 200+31 to 200+74+/- RT 0.6m base 2 ft , 3:1 SLOPES
-L- 200+80 to 201 +90+/- RT 0.6m base 2 ft , 3:1 SLOPES
-L- 205+40 to 205+80+/- RT 0.6m base 2 ft , 3:1 SLOPES
-L- 205+87 to 206+11 +/- RT 0.6m base (2 ft), 3:1 SLOPES
-L -207+66 to 208+00 +/- LT 0.6m base (2 ft), 3:1 SLOPES
-L- 223+30 to 224+84 +/- LT 0.6m base (2 ft), 3:1 SLOPES

Listed below are the locations of the Preformed Scour Holes with Level Spreader Apron.
Station Lt
or
Rt Outlet
Pipe Size Remarks
(Receiving Stream)
-L- 117+40+/- RT 450 RCP Bald Creek
-L- 120+10+/- RT 375 RCP Bald Creek
-L- 120+61 +/- RT 375RCP Bald Creek
-L- 121 +09+/- RT 400 RCP Bald Creek
-L- 135+22+/- LT 450 RCP Bald Creek
-L-174+47+/- RT 375 RCP Bald Creek
-L-177+05+/- LT 375 RCP Bald Creek

• Stormwater Management Plan
June 5, 2007
,~ Page 4
The Bald Creek crossing is currently being conveyed by a 4-barrel, 4.6m x 3.Om RCBC. A
commitment has been made by the North Carolina Department of Transportation to replace the
box culvert with dual bridges that span the creek. Minimal impacts are anticipated to Price
Creek and Cane River from this project due to the addition of another parallel bridge at Price
Creek and the widening of the existing Cane River bridge. Two hazardous spill basins are
proposed at the Cane River crossing to protect the stream in case of a future hazardous materials
spill along the roadway approaches. In addition, it is proposed to eliminate the existing deck
drains on the widened Cane River bridge to eliminate the direct discharge of roadway drainage
runoff into the Cane River. Additional BMP measures that will be implemented with the
proposed project are the addition of rock cross vanes in the stream relocation at -L- Station
134+00 +/- Lt and the addition of rock inlet sills at stream crossings conveyed by multi-lines of
box culverts or large pipes. These rock inlet sills will be utilized to help maintain the normal low
flow width of the stream.

NORTH CAROLINA

s
ar~uECr u

VICINITY
NCDOT
DIVISION OF HIGHWAYS
PROJECT: 3.4445.1.1 (R-2518B)
YANCEY COUNTY
US 19
MADISON COUNTY LINE
TO CANE RIVER
IN BURNSVILLE
SHEET OF MAY 2007

-~ILB WETLAND BOUNDARY
]~
PROPOSED BRIDGE
WETLAND
L
® DENOTES FILL IN
-~ ~ FLOW DIRECTION
WETLAND
® DENOTES IMPACTS TO
SURFACE WATER
® DENOTES FILL IN
SURFACE WATER
(POND)
I T T DENOTES TEMPORARY
L-- FILL IN WETLAND
E E DENOTES EXCAVATION
IN WETLAND
DENOTES TEMPORARY
TS^TS IMPACTS TO SURFACE
WATER
* * * * DENOTES MECHANIZED
** ** * * * CLEARING
TB
~~ TOP OF BANK
---- WE EDGE OF WATER
----~--- PROP. LIMIT OF CUT
---~ -- PROP. LIMIT OF FILL
-~ PROP. RIGHT OF WAY
---NG--- NATURAL GROUND
___PL __ PROPERTY LINE
- TDE - TEMP. DRAINAGE
EASEMENT
-PDE PERMANENT DRAINAGE
EASEMENT
--EAB-- EXIST. ENDANGERED
ANIMAL BOUNDARY
--EPB-- EXIST. ENDANGERED
PLANT BOUNDARY
---~ WATER SURFACE
xx xxx x z LIVE STAKES
BOULDER
--- CORE FIBER ROLLS
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
12'-48°
(DASHED LINES DENOTE PIPES
EXISTNG STRUCTURES) 54' PIPES
& ABOVE
SINGLE TREE
.. .. .. .. WOODS LINE

DRAINAGE INLET
ROOTWAD

RIP RAP
5 ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE
LEVEL SPREADER (LS)
~RASS SWALE
~`Li ~®~
DIVISI®N ®F HIGIiWAYS
YANCEY C®UNTY
IaROJECT:3.~~~5.1.1 (R-2518B)
US 19
MADISON COUNTY LINE
TO CANE RIVER
IN BURNSVILLE
SHEET OF -~ MAY 2007

~~®~~~~ 1L ®~~~~~
NAMES AND ADDRESSES
~.
PARCEL NO. NAMES
1 RANDY D. and wife,
CHLOE A. M~CURRY
2 RUFUS and wife,
EDNA INGLE
5 JACg BUCgNER
22 WAYNE T. and wife,
DIANA BONE
2~ JAMES W. WESTALL,
RHONDA WESTALL and
NANCY M. WESTALL
ADDRESSES
RT. 3, BOX ~~~
BURNSVILLE, NC 28714
RT. 3, BOX 4~6
BURNSVILLE, NC 2871
RT 3, BOX 406
BURNSVILLE, NC 2871
7187 SILVERSTONE DR.
FAYETTEVILLE, NC 2830
113 SHEPHARD WAY
BURNSVILLE, NC 2871
25 WILLIAM A. BANgS and wife, P.O. BOX 235
VIRGINIA A. BANgS BURNSVILLE, NC 28714
26 DONALD CHARLES PONDER and wife, RT. 3, BOX 320
ELIZABETH ANN PONDER BURNSVILLE, NC 28714
29 JOHN S. LEDFORD RT. 9, BOX 112
BURNSVILLE, NC 28714

,.,
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

1

Station
(FromlTo)

115+25

Structure
Size 1 Type

750 RCP
Permanent
Fillln
Wetlands
(ha)
Temp.
Fillln
Wetlands
(ha)
Excavation
in
Wetlands
(ha)
Mechanized
Clearing
in Wetlands
(ha) an
Clearing
in
Wetlands
(ha)
Permanent
SW
impacts
(ha)
0.001
Temp.
SW
impacts
(ha)
0.000 Existing
Channel
Impacts
Permanent
(m)
13 Existing
Channel
Impacts
Temp.
(m)
3
Natural
Stream
Design
(m)
2 115+72 900 RCP 0.002 0.000 31 6
3 119+69 2-1700 CSP 0.002 0.000 15 3
4 120+35 600 CSP 0.003 0.003 17 15
5 122+60 750 RCP 0.003 0.000 23 6
6 124+25 1400 CSP 0.002 0.001 24 9
7 133+40 1.5m TB to TB 0.016 0.000 151 6 135
8 134+72 3-3.1m x 2.4m RCBC 0.020 0.000 36 4
9 138+05 43.4m x 2.7m RCBC 0.049 0.000 62 5
10 140+11 1780x1360 CSPA 0.006 0.000 21 3
11 143+60 900 RCP 0.004 0.000 11
12 146+10 2500x1830 CSPA 0.008 0.000 23 3
13 150+63 2410x1700 CSPA 0.003 0.000 29 5
14 156+63 3-2.1x2.1 RCBC 0.010 0.002 41 11
14A 159+42 TAIL DITCH 0.002 0.000 3
15 162+45 2410x1700 CSPA 0.003 0.000 25 3
16 164+88 2-2080x1530 CSPA 0.006 0.000 34 3
17 167+90 1830x1120 CSPA 0.004 0.000 20 3
18 171+37 1425x950 CSPA 0.002 0.000 20 3
19 174+19 1200 CSP 0.000
20 175+60 Bridge (Bald Creek) 0.002 0.034 5 71 96
20A -Y14-10+51 1200 RCP 0.001 0.000 11 3
21 179+58 600 RCP 0.001 0.000 10
22 185+32 1200 CSP 0.003. 0.000 47 3
23 192+18 Bridge (Price Creek) (Temp. Causeway) 0.010 0.007 11 17
24 196+80 1000 CSP 0,001 0.000 5 3
25 200+64 1700 CSP 0.012 0.000 41 6
26 205+81 1400 CSP 0.002 0.000 12 3
27 206+76 2-2300 CSP 0.016 0.003 92 17
28 223+60 Bridge (Cane River) (Temp. Causeway) 0.014 25
1A 161+60 0.0265 0.0155 0.000
2A 117+46 900 CSP 0.0456 0.005 0.002 0.000 40 6
TOTALS: 0.0721 0.005 0.0155 0.193 0.064 873 245 231
Mitigation Site Mitigation Tvue Length Bridge Pier impacts
Site 1 Enhancement 533 m Bridge at Price Creek = 2.79 sq. m NG DEPARTMENT OF TRANSPORTATION
Site 3 Enhancement 301 m Bridge at Cane River = 3.72 sq. m DMSION OF HIGHWAYS
Site 4 Enhancement 248 m
Site 8 Enhancement 304 m YANCEY COUNTY
Site 11 Restoration 85 m WBS - 3.4445.1.1 (R-2518B)
Site 12 EnhancementlRestoration 178 m NOTE: All Area Quantities of 0.000 are less than 0.001 hectares
Arno Rewsed 2ro3ros SHEET 78 OF 79 June 2007

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_1R751~ Sd~ Rofle.Epn 01 (it(C0711.P1:/9 AM iGG

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REVISIONS
Z DATE: MARCH , 2006 -PARCELS 9 6 10; REDUCED WW TAKE ON PARCEL 9; ELIMINATED PARCEL 10 - WC PARKER
DATE: -PARCELS 7 8 9; REVISED 'EXIST RN/' FLAGS TO ACTUAL OFFSET DISTANCES;
- PARCEL B; COMBINED WITH PARCEL 7;
- FORMER PARCEL 'BANKS" -NAME CHANGED TO "STYLES" - WC PARKER, PE
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99GRAU 350 ~- _____ ~ •~-.M .~~:_~=__` c SHEPHERD and rife,
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~ , . „-, , ~ ., .. _ _'-~ NTL G p. P `A~,o \ o CAROLYN CHANDLER
-Y4- _~_ _
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Pl Sta 10+20549 PlSta 10+60551 ~ // 3~s ~ ® ----- -__-- --'gyp w.R cowc Hx / !~ ~ °s1 ~ O%' sseso D,8.202 PG. 613
~ ~~C ~ qCP Q ~ F ---F ~ 52 coNC ww / ,5
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L =90985 Z = 38650 -Y4- PCCSta.10+40985 ~%=°E ~ ~~ X .. pEtPt ,` ~` \\ N<7N
T =20549 T = 19572 ~~ ___ -
R =22653! R =99.494 /'c 0. w AIP RAP: F m 9EDEDOETAIN wAT Axr RLI ``` `\` ` ~
SE = EX1STlNG SE = OA2 / RSA EST. ,.H Tans
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FENC~ -Y4- PT 10+79635 ~ ti~ ~ x CAROLYN CHANDLER SHEPHERD "o. .. % 1
1! + ~ R~ 0.8.202 PG. 613 ~ `"'~ • % ~`~ ~` -
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CAROLYN SHEPARD a ~ry ~ 7u \k +° x , - ---~a °~ `, `~
\ ~ •.
/ +~* ?'J°s. s ~ EUGENE SHEPARD '~ \`~\
/ / / / ~ F EUGENE SHEPHERD D.B. 176 PG. 529 ~`
~ ~ + ~ : ~A'bw JOAN K.SHEPHERO Q ~ \
{~~ / ~ ~s°0'+//DOUGLAS and rife, x1 ~ : 5'b,.~ D.8.222 PG.144 ~
alas / + / LORAAINE A. KENDALL x~x
~ ~0'0~' N~O[A~ ~ +~ D.B. 264 PG. 439 xix~ +p E SHEET. 39 FOR -L- PROFILE
/ E SHEET 53 FOR -Y4- PROFILE

8,200 -L ~G~ TGS ENGINEERS
Pl Sta 130+60982 Pls St /3~?+34.726 Pls Sta 133+6593! Pl Sta 134+832.80 ~~°• SUITE 14 I TRI
_L 12200 -L ~= 42'24'475'(RT) 9S = ~0 5' 6S =7'02'505' ~= 23'S3'035'ILTJ - ~ 975 WALNUT STREET
(US 1918,092 !c 120 !US 191 L =296100 LS = 98.400 LS =98.400 L = !66.744 ~ ~ i PHCA9 5) 319 8850
12.E ~ ~~ T = 155203 LT = 65552 LT = 65552 T = 84501 \ '
R =400.000 S7- = 32847 ST = 32847 R = ~.00(J \~ ~ s to
SE = OA8 = OA8 .1
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- .'2028 -?~4- FSR `1202) V 1, + E
~ ~ ~ ~ ~ .. ~t ~ . ~ 1\ ~, ~ \ =1 ?~p~' S' / ~ R /W REV.
_ - r'J ,~ DENOTES IMPACTS ~d \ 1 ,~.a, C- -- j ~~ }~~w+' i ~\
/
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-HACK HENSLEY. - - i~~/ / IL767m RIGHT `~ ~,
0.8.222 pG178 _ '''/ ~4. ~ \ ~ \ P \ o~l~ i` //~ -L- STA 135+37.934 \
~\ DENOTES TEMPORARY _ ~~~ / 106,7O8ni LT
'~ - - '' P CTS TO SURFACE WATERS ~~ ~ ` ~\ ~\ / / ELEV. 816.532 . ^ .
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s / ~ ,~ \ ( ~ ~~ ~ /' HUGH BUCKNER and ~ " Riw p ~3 r
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y~- _. ~ Pct +550.Ifi•p2. 1 ~ 56R5617'E I _ r ~•'..
_ ~ . _ _ °-guy P"F : ' ,~ ; 9.zzlm . ~e.3asm /; ~ / ~ ~ D.B. 258 PG. 421 / wlfe. BETTY BUCKNEfI
~ ~~ _. ,se im , 1 / , ; ~ / % \ R~wj~ 0 B. 25B PG. 471
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- PI Sta 10+2F1599 P/ Sfa /Of60.557 ' `
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d ~~ ~ ~~ ~.`! / ~ Y4L PT M. 10+79535 / % ~ ~/ ~ +~..~ ~ '` D.B 0 - ~. o. ~- ~ ~ ;s
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~,~~ TGS ENGINEERS PROJECT REFERENCE NO. SHEET NO.
. ,. SUITE 141 TRI R-2518B 10 '~.
-L- ® DENOTES IMPACTS TO .- ~. 975 WALNUT STREET RNf SHEET NO. ~~I
SURFACE WATER CARY.NC 2TSll
~~~~ P ~ ROADWAY DESIGN HYDRAULICS
PI Sta 134+83280 P1S St0 1 12 K~ PH f9 19) 3 19 9850 ENGINEER ENGINEER
~ = 23' 53` 035 ILTJ 9s = 0'
L = 166744 8s = T 02' 525' ~°
_ T = 84.601 Ls =98.400 PR°ELIMIlV RY T PLIANS
', ~, I - I ~1',~ ~. R = 400A00 LT = 63235 DENOTES TEMPORARY
~ ~ I , SE = 0.08 ST = 35289 ® IMPACTS TO SURFACE WATERS -Y5-
~~, ~ ` I m ° PI Sta 138+81737 `a 10+49,G'12 coNSr.REV.
, ~\ ~`, \~\ ~= 4" 59' 27B' (LTJ THELMA ANGEL v = 73' 45' 235 (R7'1 R nx REV. ~
` L = 435552 D.B. 128 PG. 203 L = 34757
!'~ $11 '; `; j T =217914 T = 20256 'i
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R 5,000.000
m ~ ; , ~~,, i ;,_ / .. _- - - OTSta.10+00.000 SE = 0~ ~
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ENT. 20 TOI1N ~
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_--- _---- 700mm CMP TT 0 \\ 5 N M°tNb'319.
_~- ~ xx
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-~50mm CyJAB ~ I I - = ~ ~ 1~4 /J!~~ 45837, \\ I '. L F/NA i'~/~/' '~,
w I I CTIAC ~}b ~ 1J ~y A/W \ :~ WN' 0 M i I
E~ MOUNT PLEASANT I I Is°wD +4x52§' ~ °N ~Sey~ B/" F ~~'~ 450 CSP I ~ i
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BAPTIST CHURCH { { I 25APT I I ~~ 195876/}s\ \~ -~± - __-1 O4ft /~ 12 ~ wye•l,•w'"' I
8sT _. OB. 129 PC. 452 I li ~ cav DN a ~~ `\~xD~xc£u3~ L \ .Ome° I ~ F ~ 25
~Ic°wc i ~ 'E THELMA ANGEL a~ nTaiwxa+: c \ 1~ j9.J71 -1- ---_~~~~ ~ 3 I
~ ~ --~ ~ D9/~.178 PG. 617 \ ~ 2 ~ r-- i
~!'J~ ll V ~ ~ ~ ~~l ~ FIlT91TFABR C - w~ °( ~'~ ~ / Y// V 19 ~ /
• {~ ~ / ENT. xa ~1 ~° 45 GP f+irewp ~~ F ~~'~~ ITE 9 ~° ~i,
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(N -YS- J°TSta.10+63512 ~ f _
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N BAPT6 N0~ 5 .~ ENT. 2.7 TONw 19
IS L-~ ~ n / FILLER FPNflIG: ~~
0
N.T. PLEASANt ~ .89.897 ; F.wi. 1.49Y 1 I '~~h. ~ ~~~~
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13 + \ Fl ~~ •~•~'~~ -aaX x_ R d~p\ f~ x3.aP~a~. ,,, -F~ II a~
HUGH BUCKNER and ~ ~ ~ x ,'F . . - 4-7.4x .r ay ~ • A ~ 'i i C a °eE~y~~' ~'
rlfie, BETTY BUCKNER I q w+•. x ~ CP 20 cDt+c r ~~ ww ~i / P~~~c
{~ D.B. 258 PG. 421 \ //8x0 SEA ~ i,f ~°•. 1 % ~'~F 315 P .,~a.. _ 3~5 RCP... / NW ~~' l ,- t.9 ~oµc ww ~ }~Lh Sew :~n~ ~ .
\ tL~ae ~ ~' ~ // PEM' ~ B' ~/DXnv"/v1' T
/ ~ ~\~ 16 Egt % ''_~ ~ ~~// ~ X 120
~ ~ ~ j ~ /// ,- 18 /~ ~ TOP OF a N AIP AAA:
\ ~ ~ RB ~ ~~ F - ~/ /~ BANK Ear. E.7r°xa
l/ ~~ \Sq ww ~ ~~ , . - /% / / - / FILTER FDNAIC~
6JZ~9 „°4T'"j ~_F ' ~/ ~ / ~ 'I) II RIP/ FBT. E.49Y s4~1
.: '' \/. Q A50 I ~~ // w ~~...~~\1 ~T FniFa Tom' n9ID tA/
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'~~• . ,x 11 ~ _17 ,. ,,,,- \ ` I 16oo,~P1R _~,'r~ LIZ
%' 450 RCP ~ ~ /I ~ -~ F \ I f ~p RES (~ TOP OFD -Y6- POTSt0.11+2264 ~
c _~"' ' \ P II ~// l~ 1~j ' V 1c ~ / 1 -Y6- PCSta.10+3276 eANK IIW \\ ..:+r9.o
-~" ,., ~~ r .4a
C~~/ 14 915 /i// 4"~I ~ 1.138+0 4 = ~%~ /// 1¢ \ nr
G 350 ~/ I ` 1,10+75.894 = 1 ~ ~ I
.•.x. / // I ~ +7 1 1 -Y6- PCCSto.l0+7.0 ~ /~ °62186 Ea wzs~s\ \ ~~N
a/w - /i / Q. l0'1{J0.~0 ~ / ~ 5118m
,,:. puoN •.. //ii // p~ A/w II / +9113 ° s \\
315 _/ice/ "' // ~ (~ ~ YON \ ~~ ~/ r ~ OaN~E Na
i ~// % / ~~ //' a p00mm Ww A 15BW ~ ' (•,~ 20~ ~_ -/i / /// 24 ~ ON a/w 1
DI '/~~/ /i CL B RIP RAI +46B53 \ A I
375 HCP ~~~ // ~ E~ ENT. 49 TIXb 1813Bm ° \\~___~/~/ / .. IseD
~~
~~ ~~ ~ // / Il 0 59508ft y~'6 a^%,
75 FG~~~i 9`iw c ~wr~~h .d~ I
_ ~ ~~ ~~ N°N ..125 '( +52762y R/II // / i G
--- ZGI ,-~'~ ~~ -L- SCSta.136+63.823 j 3 z9m fl `"0RD ~ -Y6- PTSta.10+92935 •' '
11 ~ \ ~ rorrrnrr y~' v
-~- 609121 .
C ---- C ~eLeSEEruL zMP \\ ~ [phone]E. ` ~
18J98m '6'~ WANDA ROBERTSON ~~
91EET z-e \ /c IsFD t OA53m D.8.134 PG. R8 ~ ~
-L- S x.135+65.423 \ ! s59a8r1
\ -Y5- fSR l45IJ '
\ ~ ~ 5ea~ru BOX
\\ ! , ' / 784 I
\\ /
\\\ ~ 1 ~ 292 ~~ 8~ ~
TR AM MITIGATION PLANS \\ 1 yh1ti -L- ~ ~ 12992(US r9J ~
SEES E \ ~/ US l9J~ I
\~ _ 6- a !2200 8
c PI a 8262 P/ Sto 10+82A36 /
* = 38259 52' (LTJ
13219°
94•'am T = 25500
sa»xnrr ~`~ R =22.653
.52.
9° °2' SE = OD5
YON
0= 14' 23' 515 (LTJ
L =21913
T = 11.015 !~ SEE SHEET 40 FOR -L- PROFILE
100 SEE SHEET 54 FOR -YS- PROFILE
SE =~~ST1NG ADT 2028 -Y6- (SR 1133) SEE SHEET 54 FOR -Y6- PROFILE

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TGS ENGINEERS PROJECT REFERENCE N0. SHEET NO.
-L- TG~ sulrE Ja J R-25!88 30
' ~'-.-.~ 9T5 YJALNUT STREET
Pls Sta 201+48543 Pls Sta 2Q8+38740 P1 Sta 210+99.626 I'-''i''~ CARY, NC 275 I I RI R/W SHEET NO.
5• ~°{{r~L' ROADWAY DESIGN HYDPAUUCS
6S = 249'082 QS = I4 42.6' ~= 2T02'OOT (LT! I PH (9 191 3 19-8850 ENGINEER ENGINEER
cs = 13.800 Ls = sr5oo L = 47rb24
LT = 49206 LT = 41,002 T = 290.388 s q Io
ST = 24.606 ST = 20502 R = 1,000.000 .~
~,. SE =OAS SEE STREAM MITIGATION PLANS ~ PRBL[MIN Y PLANS
SIILUCTtON
r \ ~ \ ~ ~ ~)- -.`. fltifl~m CONST.REV.
~ ~ ~ ~ ~,t a \l •~ /• i - ,~'. ~ - - - - t` R/W REV.
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\ k ~ ~ ~ ~ ~ ~ ~ ./ ~ ~ ~ ~ .~~ I~"~~~ ~ ,~- _ BONNY ~{~AwS and _ e'stiy~`~,~
~ ~ ~ ~ r ' t . ~ s ,~ 41sI5j.' S : \ ' I ~ I I 1 ZONA ALESA BRYANT ~ `~~.~-~~
.. ~~ ~ . '; I ~ -.I-I l . _ -. - - -D.B. 207 PGA 125 ~ ,, g
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f ;~ ~ ' x nroaar w ~ I I ~ + ~ DIANE MURPHY ~ ~ ~ ~ -~~1 ~~ V Q
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1 i ~' D9.332 PC. 594 1 _.25pp^' \ , `-^~ ~~ DONNY J LAMS °nd Z
+ ` LEAOY DOLE I +62D00 ' I Boomm coNC ZONA ALESA BRYANT
~ ~---
E ~ I ~ ~ -\\ •, O.B. 213 PG. IB6
i °a I D.B.209!PG.679 ( 2 62DOOm ~'/ ~ ~ o fj ~ {~ ~ \\ -,\ W
~ ~ j I LAT BhSE tlITCN f ~a~ ~ 1 203.412(1 ~OI.OG7 ' ~ •. ~ ~K~ ~ l1 ~~~ ``
(~ 2011fiB TO 108100 li J ~i _ 1~ \:
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t ~ SEE OEiA~L A' BHEET 1 N~ - ,- DONALD A. BLANKENSHIP ~ ~' '~° 5ao~
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~` _ _ w _ ___ \ .. - "~ CL B AIP RPP: I 61d IttJ.4baTld.
\ a~ . ~ EST. 1.B TOMS \\ ~~ /47993m
~ \\ ~ , EIOST~' FaTE2 Fr~BAIC:' a ~- i ISSdOfl ~,/ DANNY BALL
+~`~ ` - - ' dpi(- --~, C ~ -- esr. s.s sw .+ •e \ \ c ' a a ~~'`~ D.B. 286 PG. 56 - /,-
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' AIYRA Af BALL ~- "',
, D.8.134 PG. 258 ~•~ ,` ,\ '` f d /p pis z~~B.
' ,. ' , , .MITIGATION PLANS
, , k m; ~ , i A ,. ~. `-- ~ 9 262 PG. 563 ~ j '" j % //~ ~~+~'r
\ D
V ~ , , ~ - _ ~ ~~ ~ ~/ ~ ~~ //
•~ ~ ~` ~ ~\ DENOTES IMPACTS TO ~` ~ ~'- _ ~~ / y~ir~ ~ / "
. '. ~` `'~,1~`,~ - ~~. ®SURFACE WATER '`,;`,1 , ,. ..y s~ _ ,b / ` ~ % ' ~/ ~
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~~ ~11~'~ ~~ ® IMPACTS TO SURFACE WATERS ~ ~~\ _. ,~ s~° ~ s~.~~;- /i %" ~ ~'
~ ~~'~~~ ~ ,11 ~~- ~~ ~ •~ ~ ~ /// ~' SEE:SHEET 50 fOR~L= PROFILE
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~~~ sulrE la I R- Sl8 34
-Y21- TR F!C OlAGRAM ~ 975 WALNUT STREET R/W SHEET NO.
-~ ~= 53'ST 499'(RTJ ~= 15/2'152'(LTJ ((~f~~,,~I GARY. Nc z7s I I TRI
`~ L = 32965 L = !6.759 ~1,~ PH f9 19) 3 19-8850 ROADWAY DESIGN HYDRAULIC
```~~~ ~~ T = 17$19 T = 8459 _Y _ FNGINffR ENGINEER
~'"' '~~ R = 35.000 -R- 50.(X)0 2008
_ ADT 2028 ~ ~ 5 _ 4 'o
ASP"ALJ~ ~ __\ _, ~ SE = 0.04 SE =-0.02 ~-~
'""R 0 ~~ ~L\ •`, ,` - ---- CARP ADKINS PRELIMIN Y PLANS
~r ~ ,` _~_ O - m xvr ase ro mxrraornox
~ \~ ~`AB 209 PG T55
---.~.+~__ ~ m \ \~~ ~\ ~`, PI . l0+45.827 ~ ~~~~ I coNSr.REV.
r---' \ \V ~ ~p `~ = • 54'8'52.8°(RTl ~ ~ ~ ;~ ~~ c ,
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~, ~ ^ __- -_-- • \ \ ~~0 `• T, ~ 2 34 Q (US 191 20A17
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-- ~ ~ `., \ \ `, S ~ 1 CHRISTOPHER'NARREN COOPER . ,
~~ ~~~ -Y19- POTSta.l0+00 ~ ,; \ ~~ ~ ~`\ Q ,x Y ~,~ 1 ~ DB 288 PG 695 ~
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~' ROBERTS INSURANCE AGENCY. u+a: \ ,, ~\ ~ ~ ` \ De Izz `PC ~ + ~ , \ ~ ~2~ to 13 "i ~ '
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•,\\ ~ 4 \ \ ', ~` ~ ~ B 308 PG 51T , \\ O 1, ~ \ .. ~ ` -% .-- ±--~~~ .. :• ~ ` 1 IO+8751 = ~ r
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~'- - -- z23D,m 99zrs7r 455 2Gi \ , 57 _ 1 ~ ~
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---
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ESTIMATEd QUANTITIES:..
CL' ',~` RIP RAPc 25 TONS
CL II RIP RAP: ' 250 TONS
.,
775
r- STA 223+53.20
774 ~ GR. EL. = 773.42
773 --'-- _ `~
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772 ~`.~ \ RIDGE SUBSTRUCTURE ~
RIP RAP TO ~ I ~ ---- ~~ NG LT
.771 \~`.~ ELEV. 770.3m+/- \ _ 20.7m ' I 20.8m 21.5m
~`~ \ ° I ~ r RIP :RAP TO ELEV. 770.3m+1-
770 `~~.
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See Sleet 1-A For Index of Sf~ets
Cane

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tit• onw Y.l1a0L]R ~
34415.1.1 PE
344451.3 RA4
ALL DIMENSIONS IN
~~~~~ ~ ~O ~~~ THESE PLANS ARE IN METERS
LOCATION: US 19 FROM EAST OF THE MADISON
COUNTY LINE TO SR 1336
TYPE OF WORK GRADING, DRAINAGE, WIDENING,
PAVING, £~ STRUCTURES
s
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me
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~~
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BEGIN BRIDGE d END BRlC;E
-L- Al +/- -L- STAI92+20+/-
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THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PIANS.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II,
GRAPHIC SCALES
5, 0 10
PLANS
5 q 1.0
PROFILELE (HORIZONTAL)
1~2
PROFILE (VERTICAL)
DESIGN DATA
ADT 2008 = 14,183
ADT 2028 = 20,017
DHV = 11%
D = 55%
T = 8%•
V = 100 Krrvh
' ITTSi= 3%+DUALS= 5%)
FUNC. CLASS =
RURAL PRINCIPAL ARTERIAL
rLLVS rR~,u~ RT.
PROJECT LENGTH
TGS TOS ENGINEERS
SUITE I~ I
STS WALNUT STREET
LENGTH ROADWAY TIP PROJECT R-25188 = 10.921 IOn I•M (9 9) 3C19--8160
LENGTH STRUCTURES TIP PROJECT R-25188 = 0.198 km m°° n~^Q1"11D ~

TOTAL LENGTH OF TIP PROJECT R-25188 = 11.114 km RIGHT OF A'AY DATE:
MARCH 29.2005
IBTI7NG DATE:
JUNE 17, 2008
u
.4
Q
4
PLANS PRflARID FOR:
DIVISION OF HIGHWAYS
1000 RircA RidOa Dr.
Rslsi~i, NC 77610
CHARLES L. FLOWE, PE
rRO/RCr avcu¢RR
W. CRAIG PARKER, PE
rRal>xr nas/aY RnvcR~astc
NCDOT CONTACT: B. D. TAYLOR, PR
nrolacT W1@®1 - iQ10AAY L6q~'
HYDRATILICS ENGJNEER
ROADWAY DESIGN
F11'GJNEER
r8
zra~+ruRS:
M
Z
U
Z
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DIVISION OP I17GHWAYS
STATE OF NORTH CAROI.f1VA
ra
sz+7a nw.srav >9vco~n
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY A!)h7INISI94ATI0N
STA. 226+25.844 -L-
END TIP PROJECT R-25188
s

INSET B
~V -L- ?~
~y ~(U519E)~N
~
~~
I ~
~
Z ~Z
5.3
4m
t0,225m •284 t 3.825 m

3,825m 0.225m
W f-
z
R3 ~ a D1 C1
0.02 0.02
GRADE TO THIS LINE fl
K OR r
t5ee Plans for Location of Island n
USE INSET "B" AS FOLLOWS:
INSET C
W
z ~:
J (~
U
H r
Z
~~
4.Om
3.Om 1.Om
1.2m PROP. GUARDRAIL
FDPS PROP. CHAIN
LINK FENCE
n In PROP. CONC.
0.02 0.08 RETAINING WALL
I EXISTING
GROUND
U E2 T sal
USE INSET "C" AS FOLLOWS:
STa 117+66.500 TO -L- STa 121+09.500 -l- STa 126+50 TO -L- STa 127+30, RT
-L- STa 122+54.500 TO -L- STa 126+01.400
STa 131+74
L
500 TO L
STA
135+23
500
.
-
- -
-
.
,
-L- STA 136+22.500 TO -L- STa 139+81.500 ALTERNATE PAVEMENT DESIGN:
-L- STa 144+24.500 TO -L- STa 147+67.500 CONTRACTOR SHOULD USE EITHER
-L- STA. 148+90.000 TO -L- STa 152+40.000 ~
ASPHALT CONCRETE BASE COURSE OR
-L- STa 155+58.500 TO -L- STa 159+01.500 AGGREGATE BASE COURSE FOR TYPICALS
-L- STa 163+72.500 TO -L- STa 167+17.500 AND INSETS WITH THIS FLAG NOTATION.
-L- STa 170+86
500 TO -L- STa 174+37
500
. .
-L- STa 177+20.500 TO -L- STa 180+71.500
-L- STa 182+35.000 TO -L- STa 185+85.000
-L- sra 187+12.000 TO -L- STa 190+62.000
-L- STa 192+70.500 TO -L- STa 196+27.500
-L- STa 200+28.500 TO -1- STa 203+77.500
-L- STa 205+72.000 TO -L- STA. 220+61.500
-L- STa 223+08.500 TO -L- STa 223+22+~ (BEGIN BRIDGE)
-L- STa 223+85+/- (END BRIDGE) TO -L- STA,126+25.844
# 450mm Curb will Transition to 750mm Curb
just prior to Bridges to comply with Bridge Polity.
See Sheet 2-M For Tmr7sitian Detail and sae Plans
for locations of 750 C3G.
-L- STa 115+06.547 TO -L- STA. 115+41.7+~
-L- STa 121+09.5+,~ TO -L- STa 122+31.1+~-
-L- STa 126+60.6+~ TO -L- STa 128+18.0+~-
-L- STA 139+81.5+~ TO -L- STa 144+09,1+/-
-L- STa 147+67.5+~- TO -l- STa 148+64.0+/-
-L- STa 152+40.0+~ TO -l- STa 155+50.3+/-
-L- STa 159+01.5+~ TO -L- STa 163+59.4+~
-L- STa 167+17.5+~ TO -L- STa 170+71,6+~
-L- STa 174+63.4+~ TO -L- STa 175+21.0+~-
-L- STa 175+87.8+~ TO -L- STa 177+20.5+~
-L- STa 180+889+/- TO -L- STa 182+35.0+~
-L- STa 190+62.0+~ TO -L- STa 191+61.8+~
-L- STa 192+22,5+~- TO -L- STa 192+70.5+~
-L- STa 196+52.9+~ TO -L- STa 200+28.5+~
-L- STa 204+06.0+~ TO -L- STA. 205+72.0+~
-L- STa 220+61.5+~ TO -L- STa 223+08.5+~-
>It >~C Pavement Depth
270mm for Asphalt Concrete Base Course (E1)
380mm for Aggregate Base Course (J1)
PAVEMENT SCHEDULE
C1 PAOP. APPROX. SO ~ ASPHALT CONC. SURFACE COURSE, TYPE SB.SB.
CZ PROP. YAA. DEPTH ASPHALT CgtC. SURFACE CWRSE, TYPE S8.5B.
D1 PAOP. APPROX. 100 ees ASP. CONC. INTERMEDIATE CWASE, TYPE I19.OB.
E1 PAOP. APPROX. BO err ASPHALT CONC. BASE CWRSE, TYPE B25.OB.
E2 PAP. APPROX. UO nn ASPHALT CONC. BASE COURSE, TYPE B25.OB.
E3 PROP. APPROX. 100 m ASPHALT CONC. BASE COURSE, TYPE B25.OB.
E5 PROP. VAR. DEPTH ASPHALT CONC. BASE COURSE, TYPE B25.OB.
~1 PROP. 200 ~ AGGREGATE BASE CWRSE.
JQ PROP. VARIABLE AGGREGlITE BASE COURSE.
K UME OR CEYENT TREATED SUBBASE.
Ri 450 7A CONCRETE CURB AND GUTTER.
RZ 750 sn CONCRETE CURB AND GUTTER.
R3 175 m MONOLITHIC CONCIIETE ISLAND
R5 SHOULDER BEAM GUTTER.
T EARTH MATERIAL.
U EXISTING PAVEMENT.
IM HEDGING (VAR. DEPTH ASPHALT PAVEMENT)
NOTES: PAVEMENT EDGE SLOPES ME 1:1 UNLESS SHOWN OTHERWISE.
SEE SHEET 2 FOR DETAILED PAVEMENT SCHEWLE.
USE WEDGING DETAILS ON SHEET 2 FOfl INSET D
USE WEDGING DETAIL ON THIS SHEET FOR TYPICAL SECTION N0. 2
r r Povement Edge Shelf
O.Om for Asphalt Concrete Base Ccurse on Outside Shoulders
0,15m for Asphalt Concrete Base Ccurse behind Curbs
0.15m for Aggregate Base Course on Outside Shoulders
0.3m for Aggregate Base Course behind Curbs
TABLE 1
~k LANE
WIDTH (LT) * LANE
WIDTH (RT)
LINE
1.5m 1.5m DR1, DR2, DR4, DR5, DR6, DR7
2.7m 2.7m DR3
3.Om 3.Om Yl, Y8, Y12
3.3m 3.3m Y3, Y5
Var. (See Plans) Var. (See Plans) Y4
USE TABLE 1 FOR: TYPICAL SECTIONS 2 & b
INSET E
3.Om
0
0,92m Z Z
J
rr **~
PROPOSED
GUARDRAIL R5 Dt Ct
J~'1~~1 0.02
`5~~
EXISTING T ~ K E1
OR r OR r
GROUND n n
USE INSET "E' AS FOLLOWS:
-L- sra 133+32 TO -L- sra 135+00, LT
D -L- STa 1B8+7a To -~ sra191+bz, Lr
-L- STA 190+90 TO -L- STa 191+57, RT.
D -L- STa 192+22 TO -L- STa 193+00, LT.
-L- STa 192+28 TO -L- STa 194+20, RT.
-L- STa 200+30 TO -L- STa 201+87, RT.
D -L- STa 202+SO TO -L- Sia 203+40, LT.
-L- STa 205+30 TO -L- STa 206+30, RT,
-L- STa 215+80 TO -L- STa 216+50, LT,
-L- STa 223+91 TO -L- STa 224+45, LT,
D -L- STa 223+95 TO -L- STa 225+53, RT.
D -L- STa 225+64 TO -L- STa 226+26, RT.
Y1- (SR 1397)
Y3- SR 1202)
Y4- SR 1202)
-Y5- SR 1451)
YS- (SR 1393)
-Y12- (SR 1453)
VARIES -SEE PLANSI
80mm I r"`` II180mm
EXISTING 1'~
GROUND JP/
GRADE TO THIS LINE
TYPICAL SECTION N0. 2
Yl- STa 10+00.000 TO -Yl- STA. 10+78.973
Y3- STA. 10+32.066 TO -Y3- STA. 11+10.000
-Y4- STa 10+25.608 TO -Y4- STa 10+50.000
-Y5- STa 10+00.000 TO -YS- STA. 10+52.513
-YB- STa 10+20.000 TO -YB- STa 10+67.601
-Y12- STa 10+40.000 TO -Y12- STa 10+81,276
-----~s'R'm ------~
Wedging Detail For Resurfacing
0.08
USE TYPICAL SECTION N0.2 AS FOLLOWS:
2.4m
EXISTING
GROUND
,4:1 A~.,. ti,~ s=nicer
NOTE: ALL NEW PAVEMENT FOR THE FOLLOWING:
-Y1- STa 10+70+~- TO -Y1- STA. 10+78.973
-Y5- STA,10+40+~- TO -Y5- STa 10+52.513
-YB- STa 10+60+~ TO -YB- STa 10+67.601
-Y12- STa 10+80+~ TO -Y12- STa 10+81.276
TCS ENGINEERS
su1TE I~ I
9TE WAI.NIJT STREET
GARY, NC 27611
__ PH r9 197 3 19-ep50
D Pavement Design for Widening
FOR THE STATIONS MARKED WITH THIS ICON
UTILIZE THE FOLLOWING PAVEMENT DESIGN:
Ct, D1, 8 E2 (E5 UNDEA GUTTEA). THE
TOTAL PAVEMENT DEPTH WILL BE 320mm.
USE INSET "D" AS FOLLOWS:

DRAINAGE DETAILS
PREFORMED SCOUR HOLE WITH
LEVEL SPREADER APRON
PLAN VIEW
Pipe or
Ou'
S^y~ui
Scour I
tRlp Rap
basin n
for clal
SECTION A-A
3vel and flush
rturai ground.
g 1.5m
p 0.6m
W 1,3m
d O.lm
Pipe or Oltch
Fjgs Outlet
e PSRM
D10.3m min)
_ ___ d_ _ Natural
Ground
Liner: Class B Rip Rap II 0.3m
0.3m thick with Fllter Fabric B~I tuck IO/IO/OI

LATERAL DITCH DETAILS:
DETAIL C
LATERAL BASE DITCH
I Not to Scale)
Fill
Ground zy D ~;~ .08m/m Siope
lol MIn.D=0.3m
8 =0.6mB =0.6m
b = 1.5 m
Ut I AIL H
LATERAL BASE DITCH
(Nat to Scclel 'Exist or
Prop. Ffll
lope (Se
oun 3,y m m
D 9~ XsectJ
d Min.
PSRM D = 0.3 m
B
Max. d = 0.3 m
" When 8 1s< 1.8 m B = 0.6m
b = I.5 m
Type of Liner =PERMANENT SOIL
DETAIL 0
LATERAL 'V' DITCH
(Not to Scale)
.'Exist or
I Prop. FiII
Natural 1 ~--'- ' ~ope (See
Ground D Z~ .oem/m Xsect.l
Min: D = 0.3 m
b = 1.5 m
', LATERAL BASE DITCH
(Not to Scale)
FIN
roun ;/ D 2\ ,. m/m Slope
d Min. D = 0.6 m
B COIR
FIBER Max. d = 0.6 m
MAT
8 = 1.2 m
b = I.5 m
Type of Liner = COIR FIBER MAT
FALSE SUMP DETAILS
DETAIL I
FALSE SUMP

(Nat to Scclel E E
m n
outside Ditch
Traffic flow i
~
2 ` '~ 6m~--
--"-- CI
~- S _ etc.
3=0itch Slope ~ Proposed Ditch
DETAIL2 ~ o
FALSE SUMP ~ ~
(Not to Scclel N n
Outside Ditch
Traffic Flow .6m

~~\ 20;1 ~
_
_ I~`
-- GI
-- S - etc.
3=Ditch Slope ~ Proposed Ditch
DETAIL3 = o
FALSE SUMP ~ ~
( Not to Scole) m E
NI
Median Ditch _
20:1 2prl -•.~6m~
--- cl
~-S _ etc.
S=Ditch Slope ~ Proposed Ditch
LATERAL BASE DITCH
1 Not to Scale)
Fill
noun 3,y D 3\ m m Slope
d Min. D = 0.3m
B PSRM
Max. d = 0.15m
' When B is< I.B m B = 0.6m
b = I.5 m
Type of Liner =PERMANENT SOIL
LATERAL BASE DITCH
(Not to Scclel
p~t~ _ FIII
~n 3y 0 3\ m/m Siope
d Min. D =0.6 m
B COIR
FIBER Max. d = 0.6 m
MAT
B = 1.2 m
b = I.5 m
Type of Liner = COIR FIBER MAT
TRI
TOE PROTECTION DETAIL
DETAIL A
TOE PROTECTION
(Not to Scclel
Natural A~ Fill
Ground Slope
d
PRSM
d = 0.3 m
of Liner =PERMANENT SOIL
REINFORCEMENT MAT (PSRMI
BERM DITCH DETAIL
DETAIL B Z
ww BERM DITCH
o a (Not to Scale) a
w
NN U
1.5m
1,2m
~/ D
3.048m V.C. d
Filter Fabric Min. D = 0.3 m
Max. d = 0.3 m
Type of Liner = CL 8 RIP RAP
DETAIL F
LATERAL BASE DITCH
I Not to Scaie)

t r I FIII
Slope
Ground
3y D
'y~ .OBm/m
lob Min.
!.- J D=0.3m
8 = 0.6 m
b = 1.5 m
LATERAL BASE DITCH
( Not to Scclel
Fill
roun ;/ D ,~\ ,, m mm Slope
d Min. D = 0.3m
B Fllter
Fabric Max. d = 0.5m
' When B is< I.B m 8 = 0.6m
b = 3.Om
Type of Liner = CL 'B' RIP RAP
Y
TGS res ENCINEER3
su1rE I~ I
9T3 WALNUT STREET
CARP. NC 2M I I
PH (9191319-pp50
DETAIL G
LATERAL BASE DITCH
( Nat to Scclel
I b
round 2,y f~'1 FIII
Slope
0.6m '~'~ p .OBm/m
Min. D = 0.3 m
B B = 0.6 m
b = 1.5 m
Ut I AIL L
LATERAL BASE DITCH
( Not to Scclel
roun 3/ D ,o\ m m ~ ~FIIISIope
d
PSRM Min. 0 = 0.6 m
B Max. d = 0.6 m
"WhenBis<1.8m B= 0.6m
b = 3.Om
Type of Liner =PERMANENT SOIL
m~xn M. nau nrrw m~ Avmnairn as me

°a
~N
~~
WQ
vw2
W=
W1
DRAINAGE DETAILS
DETAILM
LATERAL BASE DITCH
Not to Scale)
Ntr '
Ground 2,y b ,~Exlst.
~' Slope
0.6m 3rl .08m/m
Min. D = 0.6m
B B = 0.6 m
b = I.5 m
DETAIL Q
LATERAL 'V' DITCH
I Not to Scale)
Natural r- F)II
Ground / Tn 1.~ ;OAm; m Slope
Min. D =0.3 m
Filter Max. d =0.3 m
Fabric
b = 1.5 m
Type of Liner = CL `B` RIP RAP
OE I AIL N
LATERAL BASE DITCH
I Not to Scale) ,'Exist or

""-
n Prop. FiII
' lope ISe
rou
3.
/ \
D 3. m m XsectJ
d Mln,
PSRM D = 0.3 m
B
Max. d = 0.3 m
' When 8 is< I.8 m B = 0.6m
b = 3.Om
Type of Liner =PERMANENT SOIL
LATERAL BASE DITCH
Ground c' (Nat to Scale)
~ FIH
3y D g~ m m Slope
0.6m d
PSRM Min. D = 0.3 m
Max. d = 0.3 m
' When R is< 1,8 m 8 = 0.6m
b = 1.5 m
Type of Liner =PERMANENT SOIL
HEADDITCH & TAILDITCH DETAILS:
DETAIL T
HEAD BASE DITCH
I Not to Scale)
Groundl 2,y D ~\ Ground
d
Filter Fabric Min. D = 0.6 m
B
Max.d =0.6m
B = 2.5 m
Type of Liner = CL I RIP RAP
DETAIL U
TAIL BASE DITCH
Not to Scale)
tr Ntral
Ground ./ D ,~\ Ground
~ a ~ MIn.D =0.3m
I-=-I B = 0.6 m
DETAILW
TAIL BASE DITCH
(Not to Scalel
N r Natural
Ground ./ ~\ Ground
d D Min. D = 0.3 m
PSRM B Max. d = 0.6 m
B =0.6m
Type of Liner =PERMANENT SOIL
REINFORCEMENT MAT (PSRM))
SPECIAL DITCH DETAIL:
- cont.
DETAIL 0
LATERAL BASE DITCH
(Nat to Scalel
II
Slope
Ground Jy D gd .08m/m
IoI Min.D=0.3m
~:J B =0.6m
b = 3.Om
DETAIL S
STANDARD BASE DITCH
( Not to Scale)
Na ura N tural
round d 3,y D 3\ Ground
PSRM Mln. D = 0.6 m
Max.d =0.6m
B = 0.6 m
Type of Liner =PERMANENT SOIL
REINFORCEMENT MAT (PSRM)
DETAIL V
TAIL/HEAD BASE DITCH
( Not to Scale)
t r Natural
Ground ./ ti\ Ground
D
IoI MIn.D =0.6m
4=-I B = 1.2 m
DETAIL X
TAIL BASE DITCH
f Not to Scale)
Natural Natural
Ground D ~;~ Ground
d
Filter Fabric B Min. D = 0.6 m
Max.d =0.6m
B = 0.6 m
Type of Liner = CL B .RIP RAP
DETAIL AA
SPECIAL LATERAL 'V' DITCH
1 Not to Scale)
Natural ~ A~0~~0( Sllolpe
Ground 2,y D F\0~
Min. D = 03 m
TRI
DETAIL P
LATERAL BASE DITCH
( Not to Scale)
t b Exist.
round 2,/ Fill
~'~ Slope
0.6m 'T°/ .Oem/m
Min, D = 0.3 m
B
B = 0.6 m
b = 3.Om
DETAIL Y
TAIL BASE DITCH
( Not to Scale)
N I Natural
Ground ./ 2\ Ground
d D Min. 0 = 0.3 m
PSRM B Max. d = 0.6 m
B =0.6m
Type afi Liner =PERMANENT SOIL
REINFORCEMENT MAT (PSRM)
N0.
TGS TGS ENGINEERS
SUITE III
973 WALNUT STREET
GARY, NC 2TS11
PN (8191318-SS30

DRAINAGE DETAILS - cont.
DETAIL BB
ROCK INLET SILL
(BOX CULVERTS)
NOTES:
1. ALL STONES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED
BY FITTING BOULDERS TOGETHER, PLUGGING
WITH STRUCTURE STONE CLASS A AND N0.57
AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO
FIT BY THE ENGINEER.
4. A DOUBLE FOOTER BOULDER SHALL BE UTILIZED
IN SAND BED MATERIAL.
5, G~nrFR ROULDEHS AND SILL BOULDERS SHALL
BE NATIVE STONE OR SHOT ROCK, CUBICAL OR
RECTANGULAR IN NATURE.
6. ACCEPTABLE BOULDERS SHALL HAVE THE FOLLOWING
MINIMUM DIMENSIONS• 1m x 0.6m x 0.3m.
7. REVIEW PLANS FOR LbCATION OF ROCK SILL AND
RELATIVE CULVERT BARRELS}.
FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM
SIDE OF THE STRUCTURE TO PREVENT WASHOUT OF
SEDIMENT THROUGH BOULDER GAPS. FILTER FABRIC
SHALL EXTEND FROM THE BOTTOM OF THE FOOTER
BOULDER TO THE FINISHED GRADE ELEVATION AND
SHALL BE PLACED THE ENTIRE LENGTH OF STRUCTURE.
PLAN VIEW ~TYPICALI
STREAM BED
TOP DF SILL SHALL BE SET
0.2m ABDVE BENCH ELEVATION
PROJECTED BENCH ELEVATIINI
0.3m ABOVE STREAM BFD
LOA FLOW --~ - ~0.3m TYPICAL
CHANNEL
\ L-
STREAM BED T
FILTER FABRIC) FOOTER BOULDERS
WILL BE PLACED INiO THE
EXISTING SUBSTAATE A MINIMUM
OF THE BOULDER DIAMETER
CROSS-SECTION (TYPICAL}
rrPlcaL
WLTI•BARREL
CULVERT.
NUMBER OF
BARRELS VARY
PEA LOCATION.
TRI
DETAIL CC
ROCK INLET SILL
(PIPE CULVERTS)
NOTES:
1. ALL STONES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED
BY FITTING BOULDERS TOGETHER, PLUGGING
WITH STRUCTURE STONE CLASS A AND N0.57
AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO
FIT BY THE ENGINEER.
4. A DOUBLE FOOTER BOULDER SHALL BE UTILIZED
IN SAND BED MATERIAL.
5. FOOTER BOULDERS AND SILL BOULDERS SHALL
BE NATIVE STONE OR SHOT ROCK, CUBICAL OR
RECTANGULAR IN NATURE.
6. ACCEPTABLE BOULDERS SHALL HAVE THE FOLLOWING
MINIMUM DIMENSIONS' 1m x 0.6m x 0.3m.
7. REVIEW PLANS FOR LbCATION OF ROCK SILL AND
RELATIVE CULVERT BARREL(S).
FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM
SIDE OF THE STRUCTURE TO PREVENT WASHOUT OF
SEDIMENT THROUGH BOULDER GAPS. FILTER FABRIC
SHALL EXTEND FROM THE BOTTOM OF THE FOOTER
BOULDER TO THE FINISHED GRADE ELEVATION AND
SHALL BE PLACED THE ENTIRE LENGTH OF STRUCTURE.
PLAN VIEW (TYPICAL)
STREAM BED
TOP OF SILL SHALL BE SET
0.2n ABOVE BENCH ELEVATION
LOY FLON
CHANNEL
PROJECTED BENCH ELEVATION
0.3m ABOVE STREAM BED
---~ - ~0.3m TYPICAL
STREAM BED
FILTER FABRIC) FOOTER BOULDERS
WILL BE PLACED INTO THE
IXISTINO SUBSTRATE A YINIIRIY
OF THE BOULDER DIAMETER
CROSS-SECTION (TYPICAL
TYPICAL
M1LTI-BARREL
CULVERT.
NUMBER OF
BARREL9 YMY
PER LOCATION.
~~
TGS res ENCINEERs
SUITE I~ I
97S WALNUT STREET
CARP, NC 27311
PN f9 197 7 19-YYSO

DRAINAGE DETAILS -cont.
TCS ENGINEERS
SUITE I~ I
973 WALNUT STREET
CARY. NC 27511
PH f919f l19-9950
DETAIL DD
CROSS VANE ROCK WEIR DETAIL
PLAN VIEW
°-30 °
a
n~ i
( -
boulders/
larger boulder
used to key Into
stream bank
pool
footer rocks
A
I~~~~~
`~ B natlve plantings
SECTION A-A
00
ti0
',o
o°
o •'
. ~i
o .o
native plantings
-~ ProJeded top of
S °-20 ° vane wing
Typical
0.3 m max.
boulders
Paol Depth = 0.3m
~~~
° e °4. /•
,
c~ ^~
O ~ OaU° \° I^^O°~
0 O°~O6 QO°a
e , ° °O° ~ °
0
Pool Length = 2.Om
footer rocks
DETAIL EE
INLET/OUTLET CULVERT CHANNEL
(Not to Scale)
SECTION B-B
.,
o;o
° °' •~
as
,~
lo. ~ a'4,o
aa;
' °o
- Stream Clannel
stream bank
NOTE: Boulders should be natlve quarried rock
or locally shot rack, angular and oblong with
approximate dimensions of 1.2m x 0.9m x 0.6m and
weighing approximately 1140 kg (2500 Ibs)
Larger boulders should have approximate
dimensions of 1.2m x 1.2m x 0.9m and weighing
approximately 2270 kg (5000 Ibs)
Note: Rocks should fit tightly with minimal spaces
Natural Natural
r n roun
2:1 To d ~ T 2:1 To
Existing Key-In 0.6m Existing
Rip Rap B
Filter Fabric
• SEE PLANS FOR TYPE OF RIP RAP LINER W/QUANTITY
AND FILTER FABRIC QUANTITY.
* NO RIP RAP IN BOTTOM OF CH ANNEL.
STATION B MIND MAX d EXCAVATION
-L- 119+60+/- LT VAR.1.2m-4.Om 0.6m 0.6m 4m3
-L- 134+85+/- LT VAR.4.Om-B.Om I.Om I.Om IOm3
-L- 137+90+/- LT VAR. 5.Om-12.Om 2.5m 2.5m 67m3
-L- 138+30+/- RT VAR.IO.Om-15.Om 2.Om 2.Om 65m3
-L- 150+55+/- LT VAR.1.2m-2.4 m 2.5m I.Om 20m3
-L- 150+70+/- RT VAR. 1.2m-2.4 m 2.5m I.Om 20m3
-L- 156+50+/- LT VAR. 2.Om-6.Om I.Om I.Om IOm3
-L- 156+75+/- RT VAR. 4.Om-6.Om 0.6m 0.6m 6m3
-L- 162+20+/- LT VAR. I.Om-2.5m I.Om I.Om 15m3
-L- 164+85+/- LT VAR. 2.Om-5.Om I.Om I.Om 31m3
T
0.46m
0.6m
0.6m
0.6m
0.46m
0.46m
0.6m
0.6m
0.46m
0.46m
TRI
DETA L FF
CHANNEL DETAIL
Natural f~
Ground
2m
Natural
I I Ground
2:1 TO EXISTING
Min. D = 1.2m To
Existing
B = S.Om Typical
to Existing
2:1 TO ~ D
EXIST.
COIR FIBER MAT I R
ON DISTURBED BANKS
TYPE OF LINER = COIR FIBER MAT
EST. 760sm
EST. EXCAVATION = 115 CuM

GENERAL NOTES:
1- REINFORCING STEEL SHALL BE CONSIDERED
INCIDENTAL TO THE HEADWALL AND SHALL BE
PAID FOR ON m3 BASIS.
2- CONCRETE SHALL BE CLASS "B" THROUGHOUT
STRUCTURE.
3- DELETE REINFORCING STEEL WHEN BRICK
ALTERNATE IS USED.
NOTE: INSTALL SLUICE GATE INVERT
ELEVATION 0.3m ABOVE BOTTOM OF
BASINS (BOTH BASINS).
SEE HAZARDOUS SPILL
RETENTION BASIN DETAIL
FOR WIDTH AND SLOPES
•o~• "A" REBARS 300mm C.
N.G. o,q °g° REBARS 300mm C.C.
BRICK ALTERNATE
•' 300mm OUTLET PIPE
' ° '-' ~ ° TYPICAL
BOTTOM °
OF BASIN
.° ° N
o, v ' ~
'o'
1.1m 450 450 N
N
2m
SECTION VIEW
BOTTOM
OF BASIN
B
F
ELEVATION VIEW
PLAN VIEW OF BASIN
TL
* SEE STD. #B3B.02
SLUICE GATE DIMENSIONS
PIPE DIAMETER A 600 600
GATE DIAMETER B B00 800
HEADWALL HT. C 1.50 1.50
FRAME HEIGHT D 1.20 1.20
PIPE HEIGHT E 0.25 0.25
HEADWALL WIDTH F 2.44 2.44
CROSS SECTION VIEW OF BASIN
CROSS SECTION VIEW OF BASIN
HAZARDOUS SPILL RETENTION BASIN
BASIN # PIPE SIZE TOP ELEV. BOTTOM ELEV T.W. B.W. D T.L. B.L. S C *G CAPACITY STATION
#1 600mm 773.OOm
MINIMUM 771.50m 20+/- 8m 1.5m VAR. 28m 2 1.Om 1200m3 336m' L
223+00 RT
#2 600mm MINIMUM 770.50m 18+/- 10m 1.2m 32m+/- 25m 2 1.Om 550m' 300m' 224+40 LT
m
D
C
E
TRI
*G DENOTES EXCAVATION AMOUNT.
NOTE: SEE PLAN SHEET FOR LOCATION
OF OUTLET PIPE WITH SLUICE GATE.
i ~~.i
I~

TGS
was TCS ENGINEERS
SUITE 141
p

~
9T5 WALNUT STREET l
R
L, ~'j GARY. NC 2T5 1 1
~t~~' PH (9 19) J 19-8850
01ST. REY.
AEY.
GRASS MEDIAN OR CONCRETE ISLAND
W
J
EXPANSION JOINT ~
EXPANSION JOINT r-- R ~ I-- C
A
I 6m TAPER _
f'
450 750
PLAN
3mm
44mm
3mm
44mm R
SECTION B-B
ELEVATION
3mm
44mm
RADIUS
Note:
This drawing !s dlmensloned !n
mllllmeters unless otherwise
depicted within the drawing.
MEDIAN CURB TRANSITION DETAIL
(FOR USE WITH 450mm CURB AND GUTTER)
IPRELIMINY PLANSI
DO NDI' U9S CON97AOCLION
L4DIUS
RAOIUs
SECTION A-A
DIUS
3mm RADIUS
aaiee!er_om~..ea, srsrzmrsm2eruwres
SECTION C-C

STt1TE OF NORTH Ct1ROLIN.~
DIVISION OF HIGHWr1YS
'S.U.E = SUBSURFACE UTILITY ENGINEER
~ -

ROADS £~ RELATED ITEMS
CONVENTIONAL SYMBOLS
Edge of Pavement___________________ _______
Curb----------------------------
-------
Prop,Slope Stakes Cut ________________ ___c___
Prop. Slope Stakes Fill ________________ ___F_
Prop. Woven Wire Fence______________ ~_
Prap.ChainLinkFence ______________ ~_
Prop. Barbed Wire Fence _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~_
Prop, Wheelchair Ramp _______________
Curb Cut For Future Wheelchair Ramp _ ....
Exist.Gua.rdrail --_______•----__-_-- ~~~_
Prop.Guardroil _____________________
Exist.Cable Guideroil_________________ _ ~.~~_
Prop. Cable Guiderail_________________ ~ -
EqualitySymbol ____________________ ~
Pavement Removal___________________
RIGHT OF WAY
Baseline Control Point ________________
Existing Right of Way Marker _ _ . _ . _ . _ _ . _ _ ~
Exist. Right of Way Line wMarker _ _ . _ . _ .. _ ---,~---
Prop. Right of Way Line with Proposed
RhV marker (Iron Pin & Cap) .. _ .. _ ... _ ~_
Prop, Right of Way Line with Proposed
(Concrete or Granite) R/w Marker _ _ _ - _ _ _ _ ~-
Exist.Control of Acceu Line _ _ _ _ _ _ _ _ _ _ _ _ _ -,~
Partial Control of Access Line . _ ... _ . _ _ _ _ _ -'
Prop. Right of Way Mitigation Area . _ _ _ .. _ _ ~-
Exist. Easement Line _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _____ _E_____-.
Prop. Temp. Construction Easement Line .... -E
Prop. Temp. Drainage Easement Line _ - _ _ _ _ --TaE-
Prop. Perm. Drainage Easement Line _ _ _ _ _ _ . -~_
Area Outline ______________________
4
s
t
HYDROLOGY
Stream or Body of Water ...... . . . . ... _... _
River Basin B~tffer___________________ -~
Flow Amow ---------------------- -,...~
Disappearing Stream_ __ _ _ __ _ _ _ _ _ _ _ _ _ _ _
Spring---------------------------. ~...~
Swamp Marsh---------------------- ~.
Shoreline-------------------------- -------------
Falls,Rapids------------------------ -_~--
Prap Lateral, Tail, Head Ditches _ _ _ _ - _ _ _
~~
STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert - _ _ - _ _ - - - _ f ' coNC -I
-----~
Bridge Ong Wall, Head Wall
and End Wall ------------------- )cowcww(
MINOR
Head & End Wall _________________ co~w~
Pipe Culvert ----------------------- ~-----~
Footbridge---- --------------------}------------<
Drainage Boxes--------------------- ~~
Paved Ditch Gutter _________________ _______
UTILITIES
Exist. Pole ------------------------ •
Exist. Power Pole ___________________ ~
Prop. Power Pole ____________________ b
Exist. Telephone Pole . . . ............ . .
Prop. Telephone Pole .. . . . ..... . .. . .. . ~
Exist. Joint Use Pole _ ____ _ _ _ _ _ _ _ _ _ __ _ ~
Prop. Joint Use Pole _________________ .b.
Telephone Pedestal __________________ ^r
CableTV Pedestal _________________
Hydrant-------------------------- 4
Satellite Dish ______________________ b
Exist. water valve ------------------ ~
Sewer Clean Out ___________________
Power Manhole _____________________
Telephone Booth .................... m
Water Manhole _____________________ 0
Light Pole ------------------------- A
H-Frame Pole ...................... H
Power Line Tower ___________________
Pole with Base --------------------- p
Gas Valve -------------------------
Gas Meter------------------------- Q
Telephone Manhole__________________ p
Power Transformer ___________________ 0
Sanitary Sewer Manhole . . . . .... . . .. . . .
Storm Sewer Manhole________________ Qs
Tank; Water, Gas, Oil_________________
Water Tank With Legs ____ _ _ _ _ _ _ _ _ _ _
Traffic Signal Junction Box _ _ .... _ ... _ . ^s
Fiber Optic Splice Box . ... . . . . . . .. . . . ~
Television or Radio Tower ... . . . ... . . ..
Utility Power Line Connects to Troffic
Signal Lines Cut Into the Pavement. _ _ . _ _ _ ~s-~s-
Recorded Water Line
Designated Water Line (S.U.E.*) .... _ . _ _ . __,F_F_
Sanitary Sewer _____________________ ss- ss
Recorded Sanitary Sewer Force Main .. _ . -fss~ss-
Designated Sanitary Sewer Force Main(S.U.E.') _~S.~tt__
Recorded Gas Line ----------------- s~-
Designated Gas Line (S.U.E.') _ _ _ _ . _ _ _ _ _ _-s-...~_
Storm Sewer----------------------- -s-s-
Recarded Power Line ________________ ~ ,~
Designated Power Une (S,U.E.') _ _ . _ .. _ _ . _ ~-- ~. _
Recorded Telephone Cable _ .... _ .... _ . -Y-T-
Designoted Telephone Cable (S.U,E') - - _ - _ __Y- -r- -
Recorded l4G Telephone Conduit .. _ . _ _ _ ,~ n-
Designated lYG Telephone Conduif (S.U.E.') __n--YC--
Unknown Utility (S,U.E.') _ _ _ _ _ _ _ _ _ _ _ _ _ _ -z,m~,m-
Recorded Television Cable _ _ _ _ _ _ _ _ _ _ _ _ _ -TM-ry-
Designated Television Cable (S.U.E.') .. _ _ . __r__ry__
Recorded Fiber Optia Cable ..... _ _ _ . _ _ . -FU-~-
Designated Fiber Optiu Coble (S,U.E.`] _ _ . _ __ro__~-
Exist.Water Meter-------------------- Q
U~G Test Hole (S.U.E.'] ........ . . . .... ~
Abandoned According to lLG Record .. _ .. ATTAR
End of lnfonnation___________________ Ea.
BOUNDARIES ~ PROPERTIES
State Line ------------------------ ------
Couniyline ----------------------- -----
Township Line---------------------- -_-_--
Cih'Line ------------------------ -----
Reservation Line _____________________ -_-_-_
Property line ----------------------
Property Line Symbol _ _ _ __ _ _ __ _ _ _ _ _ _ _ _ R
Exist.lron Pin ---------------------
Property Comer --------------------- - +
Property Monument __________________ ~,
Property Number ___________________ 123
Parcel Number _____________________ O
Fence Line ________________________ -x-x-x-
ww a isew
Existing Wetland Boundaries _ _ _ _ _ . _ _ _ _ _ . ___w~e---
Proposed Wetland Boundaries _ _ _ _ _ _ _ _ _ _ . -w~R-
Existing Endangered Animal Boundaries_ _ _ _ ___ EnR ___
Existing Endangered Plant Boundaries . _ _ _ _ ___EPe___
BUILDINGS ~ OTHER CULTURE
Buildings -------------------------
Foundations________________________ jr~
Gate ---------------------------- ~
Gas Pump Vent or l6G Tank Cap _ ... o
Church --------------------------
School---------------------------
Park---------------------------- ----
L___I
Cemete
ry------------------------- ----
L_± _I
Dam-----------------------------
Sign----------------------------- s

Well----------------------------- °

Small Mine ________________________ x
Swimming Pool_____________________
TOPOGRAPHY
Loose Surface ... _ _ . -
Hard Surface _ .. _ _ _ _
Change in Road Surface
Curb ------____---
Right of Way Symbol ________________ R/w
Guard Post ------------------------ ocr
Paved Walk ---------------------- --------------
Bridge --------------------------- ~
Box Culvert or Tunnel _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~------------*
eRY --------------------------
-------------
Culvert -------------------------- >--------~
Footbridge------------------------- •---------
Trail,Footpath _____________________ ,-~___-
LightHouse -----------------------,
VEGETATION
Single Tree ________________________ {~
Single Shrub ______________________ e
Hedge --------------------------- ~vrr-rrwrvm'm
Woods Line------------------------ -^-"~`-.,m
Orchard -------------------------- b44Jflf~6
Vineyard ------------------------- ~ vriEYAR~ JI
`
---
RAILROADS -
Standard Gauge
~~~
RR Signal Milepost .. . . . . . . . . . . ..... ~ A
switch --------------------------- o
ravlsed 2/75/41

SURVEY CONTROL SHEET R 2518B

r
MADI
GPS CONTROL NET{Vv1tiC
NOT TO SCALE
+ERY

NOTES:
THE SITE CALIBRATION SHOWN 13 BASED UPON A NETWORK
TIED TO EXISTING NCGS AND NCDOT MONUMENTS USING
A NAD 8396 ADJUSTMENT. Tffi3 CALIBRATION WILL
ALLOW THE END USER TO WORK Wlfffi1V THE SAME
COORDINATE SYSTEM WHEN USING RTE (REAL TIME
KINEMATIC) GP3 AND A LOCAL BASE STATION IF ANOTHER
SYSTEM SUCH A3 VR9 (VIIiTUAL REFERENCE STATION)IS
USED, ADDITIONAL FIELD TI&4 MAY BE NEEDED TO REDUCE
POSSIBLE ERRORS OR ffiASES.
THE CONTROL DATA FOR TRIS PROJECT CAN BE FOUND ELECTRONICALLY BY
SELECTING PROJECT CONTROL DATA AT.•
HTTP/WWW.DOH.DOT.STATENC.US~PRECONSTRUCTION/HIGHWAY/LOCATIONiPROJECT/
THE FILES TO BE FOUND ARE A3 FOLLOWS•
R2518B_ LS_ GPSCALD3_ 060203.HTbQ
R2618B LS WG384 060203.7X7
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT 'R2519A- i "
WITH NAD 198.I/95 SPATE PLANE GRID COORDINATES OF
NORTHING: 2448601.~1(m! FASTING: 307037904(ml
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRIDI IS: 0999822000
THE N.C LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"R2519A- i ° TO -L- STATION 1 ?5+06597 IS
N 87°10'02" W 10203.668
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 29
R2618B LS LOCAL 050203.7X7
R2618B LS CONTROL 050203,7X7
THE WGS84 AND LOCAL FILES ARE COMMA DELAfI'1'ED AND CAN BE USED TO
REPRODUCE THE SITE CALIBRATION FOR THE END USERS GPS EQUIPMENT,
IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT TBE LOCATION AND SURVEYS UNTI.
-4 SPA RS+06.517 BBGRY SPAffi PROIdCI NMS1d
I.OCAIPLHD PRO1dCf CDORDROAP8,4
N = D1Si6f.0160
S = 296M6.T039
avm° a~xu m
XCG4 GPS sTA1R.W 7)OANS'
LOCA/J78D PROJdLT COORDAL11E4
/ N = IIS671.1961
d = 3971sLN-0
OS A d
n Iranv ®c m
am
a~
~a ~
amt
NCGS CPS srA1mN 'CL371S'
LIX~ PAOJACf COCADA451ffi
N = N5351.NN
d = 1%751.069°
NCGJ GPs S7AIION EAAWCRAB818'
IgCA1II~ PAOJACI COGRDINAIL4
NCGS Cd3 srAa°w 71-JS•s' N = 7ISAK75M
LIICAI~ PAOJdCI COGAD1NA784 d = 3R6912f01
N 1/1390.7911
d = 3N3145N0
awa~~t m
a ar
rkam~c a:
i1Y !®m Y ml
a u>r -a ar •ooam m
amt mD-
US 19 B -ro-
-fi ~ ag -I .o
~~ s
-n4
a ar aim
omux moan W ~ tmxm am m
N05,9 GP9 S7AiA/N T.05G3'
IAGlJ7,80 PAOJACf COOAD/NA17i9
N = 115561.$91
df3NA0.1-S~
~"
194
a to
~ ~
->ra
soo am tm
-L SPA 116+15.411 ffim SPA78 PROJBCP 3N15.IJ
LOCSLPIBD PROJRCP COORDINAIHS
N = 1/1919.9291
R = 307654.5903
N0007 GPS 47AIIQY 4Rf1fA-1' I
f(1f5rnm IROIB6T COOADINd1PS
N = NN61.T3N
d = 317031.9N0
~ ,~ a at ~
_ty
a to -'"~
-pF
~~ ~ as
s o~ma<m
amt am
rmn coat u
XCGOT GPs 57A770N 'AZS14d-1'
~GCA(: ~+~ PAOJACI WOADANIBS
N = 2p1961350
d = 31717LN71
~M/
W
f

1~
. INDICATES NCGS GEODETIC CONTROL MONUMENTS USED FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
f' INDICATES GEODETIC CONTROL MONUMENTS SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED UTILIZING GLOBAL POSITIONING SYSTEM.
NETWORK ESTABLISHED FROM EXISTING NCGS AND NCDOT MONUMENTATION.
SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES
NOTE: DRAWING NOT TO SCALE

NIOIECT IEP[)@ICE N0. 5HA7 N0.
RI R-25188 I-D
LOCATION 11 SURVEYS
SURVEY C411tTR0L SHEET

M

OP9 CPLIARpTION REPORT
PROJECT ~ 31k5.1.1
TIP NUMBp9 R-25188
USER NAME J. GOPDON OAIE Y TIME 9~58~78 AN 2/3/85
COORDINATE SYSTEM US STATE PLANE Z01A: NORTH CAR0.INR
I%3I A7 GRWNO) 3288
H911ZDNTAL DATLx NAD 1983 (C70A91
V(ATICAL OA1LN GEOID MODEL GmID99 ILDNUSI
[OdOINATE UNITS METERS
OiSTAVLE LWITS ME1ER5
If IGHT Ul[i5 METERS
LOCAL SIZE [IFCPoIpil[N
LOCALIZm PADLYO
LATI7LOE 35'51'48.10569'N
LRDIi1DE erzl'Ie.BB521•v
517E SCALE FACi011 1.0BA178B70B
TI& NORTH CAA0.INR ~.PARTIENi OF TAANSP09TRTI0N USES A LOCRLI2E0 CO0fl0INpTE SYSTEN
VHICN I6 VEIN SIMILAR 10 NORTH CAROLINA ZONE 3200 FRpI YNICN IT I6 OERNm.
PLEASE TAKE CNE IN UTILIZING THE% CWROILYITES TD 0.1NINRTE COLFUSION OF THE iV0 SYSTEMS.
THIS FILE IS 70 AIO IN TXE USE OF REAL TIME KINEMATIC IRMI CPS DURING C0N510DTIDN LAYOUT
ORTLW TRMISFORWYTI71 PPRAMETERS
ORTIN TPANSFORNATICN COMPUTRTIDN NOT REOUFSTm
IPDATm DEFN1Li PROJECTION ITRAVSVER6E XFACATOAI DEFINITION
UPDATm DEFpAi P190JELTIOI N9T REOIIESTEO
H0R120NTAL RD.USIMFN7 PAflRME1FA5
NORTHING COORDINATE CF flOTRi ION CENTER 24291A.9A6N
ERSTING CO001NA1E OF ROTATION CEMEA 38751B.IBBN
ROTATION P.BD.Ii TIE CENTER POINT 0'88'81'
TPAYSLRTION N011H B.IB2M
TR0.45LPTIQI EAST 0. I31M
SCALE FRCTgt 8.%999376
VERTICAL ROB15i7E1J1 PAAAMETEAS
N0ITHING COORDINATE OF ORIGIN PoIM 250378.27AN
FASTING CO001NpTE OF d11GIN POINT 2BB/84.211M
VERTICAL SEPPAATION R7 ORIGIX -8. I61M
SLOPE NORM -6. 147PPN
SLOPE ERSi 2.75BPPM
GEOID x000. OEFINI1i0N
GEOID99 ICONU51
RESIDUAL DIFFERENCES BETMEEX GPS IVGBBII AND LOCAL C00ROiNATES
SUMIYRY
NA%IMJN E)i%R RWT MEAN SWAPE EP1i0i POIM
IONIZONTAL 0.891M B. 822 MCELROY VGS81
VERTICAL 0.05AM 0.019 R25L9-I MG504
iHAEE-OIMF115I0WY a.e7ex B.03B P2519-1 VGS81
POINT AESIOURLS
VGSB/ COORDINATES CALWLATm POINT LOLPL WDRDINRTES
FOR DISPLAY ONLY
POINT I0B2_VG504 NORTHING
LRTIiIAE 75'S7'IA.23692'N FASTING 25B77B.27AM
28B401.211N POINT tAA2_LDCAL
NORTHING 25031B.2B2M
LONGINOE 82'73'10.58624'1 ELEVATION
HEIGM 1138.290M HOIZ EMOA
VERT EAR01 1168.I76N
8. A85N
0.029M FASTING 280101,2B9M
0.EYPTI0N 1168.585N
UTILIZED IONZ PNO VERT
30 ERROR 8.029X RXLITY SU9YEY DUALITY
POINT M0PR1571 VG584 NORMING 218185.0801 POIM NORAfSDH_LOLRL
LRTITU7E 35'S7'¢1.28615'N ERSTING
LONGITUDE 82'00'06.61923'V ELEYRTION 73BB36.869X
016.5971 NORTHING 248185.B61M
FASTING 338836. I18M
HEIGHT 785.629M HGRZ ERROR
YEAi EPA01 8.01511
8, 038N ELEVAi ION A1fi.631X
UTILI2m NORZ AND VERT
30 ERROR 0.a59M WALITY SYIRVEY DUALITY
POINT P13B0S YGS8/ N0IMING
LNTITIDE 75'19'87. Pi7718'N FASTING 235087.00DN
z92977.378N POINT P13B05_L0CRL
NORTHING 235082.%AM
LONGITDE 82'70'I8.43B19'Y ELEVATION b79.625N FASTING 292933.122N
NEI[Ni 689.4871 HgiL ERRDA
VERT EARR9 8.014M
B.B24M F1EVAi10N 639.6B1M
UTSLIZm HORL AND VERT
30 EAAOR 0.0501 fUALIn SURVEY DUALltt
POINT MCELROY VG584 NORTHING 235286.669N POIM NLEI.AOY_LOCpL
LAif 1LDE 35. /9.68.743N'N ERSTING
LONG! TIDE 82.72'10.84083'1 ELEVATION 2%131.112M
653.216M NORTHING 235286.667N
FASTING 2%II/.193M
HEIGHT fiA.B54M NORZ ERROR
VERT EPRCR 0.051N
B. B18M 0.EYRTI0N 653.234M
UTILI2m H9R PNO PERT
30 ERROR B. a54N d1ALItt SURVEY OURLItt
PRINT A29_YGSB1 NORMING 27533fi.974M POIM P29_LOLRL
LATITUDE 75'19'12.60019'N FASTING 290112.822M NORTHING 235336.956M
LONGIRDE Bz•32'09.915B9'4 ELEVATION
NE19i7 621. A31N H7R ERROR 651.993M
0. A21M FASTING 2%142. BI1M
0.EVATI0N 65/.996M
PERT ERROR B.B03N UTILI2m lgflZ ANO VERT
3D m%a 8. B21M 7WLITY SIIAYEY DUALITY
POINT YN11 YGSB/ Ng1TNING 2]5890.%+N POIM YHIT LOLRL
LATITUDE 75'49'78.74194'N ERSTING 290298.49BN NORTHING 2358%.937M
L0OIlUIIE 82'32'04. /]2B1'Y ELEVATION
HEIGHT 616.937M HOAZ EAADR 677. B98M
0.01% ERSTING 2%2%.1801
0.EYATIDN 6T1.107M
VmT E00R
30 EPR01 0.0B9M
a.euN Ui1Lfff0 FDRZ RND VERT
WALItt SU9YEY QUALITY
PRIM R251BA-1 VG%/ NORTHING 2313B9.661N PD1NT R251BA-110CRL
LAi1TWE 35.50'28.53533'N ERSTING 291341.1101 NORTHING 237309.656N
LONGITUDE 82'31'25.87228'1 0.EYRTI0N
HEIGHT 669.%5M HOAZ EAAOfl
VERT ERflOft 70B.IQN
B.B3IM
A. B13M ERSTING 291311. k1N
ELEVATION 708. 155N
UIILIZm mRZ RND PEAT
70 EAAOfl A. B31M QUALITY SIIRVE7 0UALIT7
POIM [ALIFdWiR VGSBI LOATHING 237920. /63N POIM LALIFORNIp LOCAL
LRTITIDE 35'5B'21.69963'N FASTING
LONGINOE 82'31'19.73202.1 0.EVATIDN 291176.622N
601.161N NOATHINQ 237/20.I/7N
FASTING 291476.613M
NEIQIT 651.3BSM NORZ ERROR
VERT EPRUi 8. A1BM
a.BIBN ELEVATION fiA1.471N
UTILI2m H0R2 AND Ym1
30 ERROR 0.02BM WALItt SLRVEY DUALITY
POIM R25IBN-2_YGSB/ L1077NING
LATITUDE 35'SB'23.87127'N ERSTING 23]175.809M
291813. ITIM POINT R2518A-2_LOCPL
NORTHING 237N5.8BIN
LONGITI.Ig 82'31'06.18928'V 0.EVPTIDN
LEI91T fi51.704N HOflZ ERRQ9 6R1.859M
0.023M ERSTING 29IB17.199N
ELEYATId9 681.%7N
PERT EPoDR B.BBAM UTILiffO M0R2 A'O VERT
30 ERROR O.eNN OLWLItt SLHVEY WPlltt
POIM Gi00KE0 VGS84 N99THING 239073.796M PDIXT GROOMED LOCAL
LATITUDE 35.51'18.87216'N FASTING 294600.771M NDRTNI% 239073.799N
LONGITUNIE A2'29'17.61B08'V ELEVATION
HEIGHT 652.299+ MOPZ EARp9 6A2. 43fiM
8.815N ER6TiN6 291608.792N
ELEVATION 6B2.127M
VERT ERRdi
30 E9L0R A. BB9M
0. B18N UTILI2m HOAZ AVD VEA1
DUALItt SWVEY WPLItt
POIM BJCKNER YG584 NORTHING 24B6B0.343N POINT 01CIO1EA10CPL
LBifTIDE 35.52'BA. %706'N FASTING
LONGITIDE 8x'26'58.855%'Y 0.EYATI0L1 2%116.303M
704.322M NORTHING 21a60B.317N
ERSTING 295116.3191
HEipli fi74.1B3M LO9Z ERRg9
VERT ERROR 0.8171
B. BBiM ELEVATION 101.323N
UTILI7ID VDNZ p'O YFAT
70 EAfl09 0. B13M OIIALITY 61NYEY WALIiY
POINT VILJOR YGSBI NORTHING N1419.9&N POIXT YILJ9910LRL
UTITLOE 35'S2'35.84855'N ERSTING
LONGITUDE 82'28.19,333&'Y 0.EYATI0N 29539/. W9M
710.82IM NORTHING 241119.98811
ERSTING 295391.012M
HEIGHT 6BB.fi6611 N]RZ FARRi 8. BB5M ELEVATION 710.827N
VERT EIOOR
3D ERROR B.0a6N
B.BBBN UTILI2m IDRZ MO VERT
OIDLItt SIAIVEf RkLIn
PO[Ni RAY VGS81 NORTHING 239VB2.005N POINT RAYICLAL
~ATrn A~~, 75.51'37.46613'N ERSTING 29BB07.97fiM NORTHING 239/82.8891
L7OITI.OE AZ'2o 59.21915'1 EifYPTION T1]. 12W1 ERSTIW 29BBB7.9B9N
HEIGM 687.Bd/M YFJiT EERROP 8.022M UTIL[TZm H71Z1 PID PERT
70 ERROR B.B26N OIDLITY SURVE7 WpLln
POINT 0.10E VG581 Nd9MING
LAi[TLDE 35'S1'41.36352'N FASTING 2/5250.03BM
296751.060N POINT 0.YOE_L0CAL
NORTHING 24525A.B/4N
LONGIMIE 82'2B'A8.4B732'Y ELEVATION 869.81BM ERSTING 296751.BIBM
HE19fT B39.fi7BM HGRZ EAAOt 0.012M ELEVATION 869.833N
PEAT EAR09
30 E180R A.023M
0.B26M UTILI2m H0fl2 ANl VERT
OURLIn SURVEY WPLItt
YG%4 NCRTNING
POINT 0OANE N5627. B91M POINT WPVE LDLAL
_
LATITUDE 75'S/'S/.38fi26'N EA971NG 297188. B04N NORINING 245S27.B%M
L99GITlDE A2.27'13.68k/'V ELEVATION
HEIGHT 825.867M H042 EAR71
VERT EAAOR 856. BBIN
e. DefiN
0.82AM FASTING 297188. BB%
ELEYRiIUI 856,82%
UTILIZED HOAZ ANO VERT
30 Eflft0.9 8. B29M OUALItt SU9VEY WALItt
mINi 31-JS-5 YGSB4 NORTHING 2153%.7841 POINT 31-JS~S_LOCPL
LRTIRDE 35'51'58.8793 L'N ERSTING
LONGITIlOE A2'25'22.7%79'1 ELEVATION 380716.55BM
786.0]91 NORTHING 215399.793M
ERSTING 300716.546M
HEIGHT 755.917X LIORI FARDR 0.0191 EIEYAT19l 7%.099M
VERT ER190R
W E11R0N 0.0Z3M
8.027M UTILI2m HOAZ RLD VERT
DUALITY SWVEY DURLin
POIM NRROSCRRAALE VU1B/ NORTHING
LPi1NUE 35'51'40.93309'N FASTING N5386.2/01
3016%.25M POINT N9ROSLflPB9.E_L0fAL
N9iTXING 245306.25BN
LONGITWE 82'24'43. A3B57'Y ELEVATION ]]7.8201 ERSTING 3016%.250N
XEIGM 117.65311 HGRZ ERROR
VERT FAROA B.BI4M
8.022M ELEVATIO! 777.84211
UTILIZED HGRZ AYO VERT
30 EODR 0.026M OIALIn SURVEY DIIaLItt
POINT CRNE_YGSB/ N7LTHING 245163. 151M POINT CPNE_LOCRL
IATIROE 35.55'08.1/lS3'N ERSTING
LONGIMIE 82.23'BB.662/9'Y 0.EVRiIR1 7B42B2.501M
755.7A5M NORTHING 215563.159N
FASTING 384282.4991
IEIGM 725.5B7M LI0fl2 ERR0.9 8.0101 ELEVATION 755.7971
VERT EARGR
3O ERROR B. aBBM
8.0171 UTILI2m IIORZ ALO MEAT
OUALITY SURVEY RIRLITY
POINT R2519A-1 YG581 N0ITHING
LPTITIAE 35.54'IB.J9980•N FASTING 2k8fi0.7264
307877.912M POINT A25I9P-11OCPL
NORTHING 2kB6B.731M
LONGITUDE 82'21'18.89015.1 0.EYATiON 780.787N EASIINO 307037.%4M
FEIGXT 75B.582M HOflZ EPAOR
VERT ERROR 0.~9M
O. BBSM ELEYATI71 708.782M
UTILI2m HGRZ RPD VERT
7D FAAOR B. a11N OUALIn SU9VET WALIn
POINT fl2519A-2_VGSB4 NORTHING N4694.425M POINT R2S19R-210CAL
IATITLOE 35'5/'/1.71954'N FASTING 7A7272.69AM NORTHING 2k894.175N
L0NGI11N1E 82'21'BA.77825'V ELEVAT199
HE19R 711.7601 HGRZ ERROR 771.%7M
8.020M ERSTING 307272.681N
ELEYATIIXI 771.%2N
VERT ERROR
m EPAOR B.BSSN
0, 025M UTILISED HDRZ Pt0 VERT
DUALITY SIA9YEY WRLITY
POINT BALLPARK YG5B1 N99THING 214311.fi8BM POINT BALIPAflK10LAL
LATITIDE 35'5/'23.14BB3'N ErASTING 3074k.523M NORTHING 2k331.6%N
LONO[TIAE 82'20'53. 15B29•V 0.EVATI0N
HEIGHT 770.152N XW9I EAA71
VERT EARdI 80a. 618M
B.B12M
0.017N FASTING 3B7k1.514N
ELEVATION 800.611N
UTILIZED X0R2 ANO YFRT
30 ERRp1 O. BI/M OVLITY SIMVEY dALITT
POINT VEAITAGE 4GSA/ N0Rh1ING 2k911.491N POINT HERITAGE_LOCAL
LATITUDE 75'S4'k.ifiE27'N FASTING 3BBBB2.232M LOATHING 2k911.502M
L00INCE B2'19'5fi.651/]'V E1EVAilON
HEIGHT 886.9301 NORZ ERAOA 837. ISBN
B. B27M ERSTING 7B%62.212N
ELEVATION 837.13BM
VERT ERROR
3D ERROR a.0~M
A. 030M UTILI2m IDRZ AYO VENT
QUALITY SU9VEY WALin
POIM P2519A-Ifi VG591 NORTHING 241979.338M POINT R2519A-I6_LOCRL
LATITIDE 35.51'45.IB70/'N EABTING 389363.7ABN NORTHING 2k939.748M
LONGITUDE 82'19'37./9878'1 ELEVATION
hEIGXT 797.B/1M IDRZ ERR91 824.066M
8.021N FASTING 3A9363.6B9N
ELEVATION 824.042M
VERT ERROR
30 EODR 8.024M
8.032M UTILI2m HGRZ PLD VERT
OURLItt SIWYEY OUALIIY
POIM LMT-82005_YC501 N7ITHING
LATITWE 35'54'18.889%'N FASTING 2k021.155N
312297.A21M POINT LM-82W5_lJDP1
NORTHING N4021.I61M
LONGITDE 82. 17'39.31039'1 ELEVATION A37. B77M ERSTING 312297.089M
HEI9? B01.636N NOR 91R0R 0.816M ELEVATIOI 877. BSIM
VFAT E00R
70 EAAOR B. B26M
B.031M UTILI2m HGRZ RNO VERT
OW..In SIDYEY WRLITY
PoINi fl2519R-14_VGSBI NORTHING N50B9.92BY POINT A2519P-41_L0CPL
LRT[79AE 35'S4'S3.BN76'N FASTING
LONGITWE 82.17'59.95512'1 ELEVATION 311816. PJ6M
857.418N NORTHING 249089.927N
ERSTING 311816.BIlN
HEIGHT 827.1%M MORZ ERROR
VERT ERfl09 B.BIBM
a.B17M ELEVA7I0X BS7.I75M
UTILIZED H7RZ ALD VERT
30 ERROR 0.B22M GUKITY 51%9VEY IXALITY
POINT JORDAN YG581 NOTHING 215222. S61M POINT J0mAN10CAL
LATITIHIE 35'S1'S7.7&B2'N EPSiiNG 3117%.2209 NORTHIND 245222.500!1
Lp9GITIDE 82'18'8A.92167'V ELEVATION
HEIGHT 024.22JM 1092 9IRGR A54.10111
8.042M EPSIING 31I79fi.1A3M
0.EVAT[0H 851.458N
VERT ERROR
30 ERROR 0.821M
8. B48N UTILI2m HONZ PNJ YERi
OUPLItt SURVEY WALIn
mIM LM'BSB VG$& NORTHING 245361.425M
LATITLOE 35'55'A1. B7601'N ERSTING 311860.78~M
L9DITUIE 82•]7'S8.53327'V ELEVATION 857.915M
NEIGH 827.717N HOR2 ERROR 0.0209
VERT ERROR 8. a15M
30 mROR 8.0291
POINT LHi-B10_L0CRL
NORTHING 2/5361.432M
FASTING 31186A.741M
0.EVRTION 851.96BN
UTIL[2E0 H09Z ANO VEAi
71RI.ITY SMYEY WRLITY
POINT R2519A-59 YG58+ NORTHING 245177.3S9M POIM R25I9A-59 LOCAL
LATITUDE 35'54'57, 65527'N FASTING 373119.63BM NORTHING 245177. S65M
L0NG71WE 82'16'53.76324'V ELEVATION 801.37BM E0.9tING 3U479.621M
NEIL4R 771. a9BN H00.Z EAAOR 0.018N 0.EVATION 801.758N
VERT EPR71 8.01&1 UTILI2m HGRZ ALO VERT
30 ETROfl 8.B27N OWLIiT SURVEY aIALIn
POINT R2519A-62_YGSBI NORTHING 245277. SKIM POIM R25I9P-62_LOCPL
LATITUE 35'S5'~1.06695'N FASTING 313757.819+ NYDIXING N5273.392M
LONGITUDE 82'I6'42.80%7'V 0.EYRTION 7%.787M EPST[NG 313757.8301
HEI91T 768.1201 HGRZ E090A O. BIBM ELEVATION 79B.682M
PEAT ERAOfl 0.025M UTILI2m XOflZ AND VERT
30 ERROP B.B30N ONLIn SURVEY OINY.Itt
POINT P2519A-77 YG584 NORTHING 2k904.511N POINT R2519R-T/ LOCAL
IATI7WE 35.54'58.613%'N FASTING 315174. 156M NOR7HING &19B1.517M
LOYgINJE 82'15'45.86324'V ELEVATION 781.2/64 FASTING 315174.113M
HEICNR 756.966N HOPZ EWIOR B.BI6M ELEI'RTIpI 781.251N
VERT ERROR e.a22M UifLIEED H0fl2 Mp VERT
3D EPIOR B.ez7x DUALITY SURVEY OLaLIn
POINT R2419p~7B_Y65B4 NORTHING 2k7%./77M
LATITUDE 35'S/'47.40591'N ERSTING 315481.2B3M
L0NCI71DE 02.15'33.47%2'Y 0.EYRTI0N 789.56IN
HEIGHT 159.216N HGRZ ERROR B.B16M
vmr mRaR B.eI/M
3o ERROR e.ernl
POIM VIID91_VGSAI NORTHING 2k9k,126M
LRi1T1,9£ 35.54'31. B56B2'N ERSTING 317204.715M
LCNGIRDE 02'14'24.979%'Y ELEVATION 767.316N
IfICM 736.%IM N0112 ERRdi B.816M
VERT E090R 0.BI1M
3O FAflDR A.02al1
POIM CRA6TREE VCSB4 NORTHING M4k7.09%
LATITIAE 75'51'38. B2413'N ERSTING 31BB4B.fi0O1
LCNGINOE A2'i3'S1.01720'V ELEYATI71 759.236M
HEIGHT 728. AS1M NORZ E91IX9 0. B16M
VTFT ERROR 0. B12M
711 EAi1011 8.0201
POIM R251 %-7B_LOFAL
N09THING 21/793. /BNI
EPSTIM~ 315/87.268N
ELEVATION 709. S/7M
VTILIffO X0R2 AND YERi
aJRLm su6vEr auALtn
POINT V[NOOM_LOCRL
NgiiNING 24/9k.136X
EASTIIO 317284.IBlX
ELEVATION 767.30511
UTILIZED NOPZ PNO YFNT
WPLITY SURVEY DUALITY
POIM CRP87REE LOCAL
NORTHIW zkk5.1B99
FASTING 71BBIB.SB7M
0.EYATI0N 759.224N
UDUPLITYOSURVEY CITY
POINT A2519P-I IB_VGSB4 NORTHING 2k131.8B2X POINT R2519A-110 LOCAL
LATITUDE 35.51'30.021%'N ERSTING 319297.196M NOPTlIING 2k171.8aa11
LONGITUDE 82'13'08.52932'V ELEYRTIIXI 755.199M FASTING 319297.192N
fIEIC4R 725.077M NDRZ EAAOI 0.00111 0.EVPTION ISS.IB9M
VERT ERROR O. BIBM UTILIZED HGRZ AND VERT
3D ERROR A.BIIN DUALITY SURVEY QUALITY
POINT R2519A-II9 VG58/ NORTHING 214242.7/3M POINT A2519R-119 LOLL
LATITUDE 33.54'33.81966'N ERSTING 3t%89.187N NgtTHING 241212.737N
L9Y0IMIE B2'12'18.23109'Y ELEVATION 748.172X FASTING 719609.180M
xEIGM ]11.739M NORZ ERROR 0.BB7M ELEVATION 71A. 171M
3~0 EAH~ B. B87M WpLITffI'D510YEY~OIAL~T
POINT MIS SG00._YGSB NORiMING N38fi3.33% POINT NILA %H00L10CAL
LATITUDE 33'S4'21.335+8'N EpS7ING 3I9/a7.125M N99TX[NG 213Bfi3. 3301
LONGITUDE 02'12'55, 79738'1 ELEVATION 130.985M FASTING 3191BI.SNN
IE191T 720.56IM IDRZ mRIX9 a.0B9M ELEVATION 750.%2M
VERT FAR011 8.003N UTILIZED HGRZ fV90 VEPT
30 EWOR B.009M R1RLItt SURVEY DUALITY
POINT C0I(C0MB_VCSB4 NORTHING 2432AA.591N
UTITIDE 35'S4'07.6I367'N ERSTING 724122.253M
LOJGIRDE 62'69'17. 14351'V 0.EYAi ION 835.316M
HEIGHT 6B4.762M NDRZ ERROR B. BI/M
PERT ERROR a.eaBN
3D ERROR 0.B16M
POIM CDYCOMB_LOCPL
NOtTHING N72BB.579M
FASTING 32+122.259M
ELEVA1I71 835.751M
UTILIZED HGRZ ALA VERT
dYALIn sURVEY OIIPLitt
POINT ARBUpO,E_YGSB4 NORTHING 243249.725N POINT ARODKLE_LDG3L
LATITUDE 75.54'06.69113'N ERSTING 32k61.%1N NORTHING 2172/9.712M
LONGITUDE 82'09'33. YA,189'Y ELEYRTIOII 831.73TN ERSTING 32k61.99BM
4EIGNT Aa3.7IIM H09Z ERROR 0.815N ELEYATIDN A31.7109
7[I~E~0.~ 8.B15N GJRLITYDSURYET 0UALIm1Y
POIM I-JS-7 VCSB4 NORTHING 24%42.637M POMT 1-J6-3 LOCAL
L9TITWE 35'55'28.51772'N EA6TIID 771785.627M NORTHING 245512.6171
LONGITUDE 82'04'k.51 B09'Y 0.EYATION 772.570M EA6TI7O 331785.6591
HEIGHT 7/1.7fi1M HGRZ FAROR 0. B37M ELEVATION 172.5B1N
30 EPAOR R A. B40M 0URLI7Y0SURVEY DJRLIn
PoIM 1125191 MG584 NDRiXiNG 2/1357.141N
LRTIlUOE 35'53'14. 11677'N ERSTING 333126.I11N
LONCINOE 62'03'45.8/036'V ELEVATION 789.I78N
HEIGHT 758.8124 HGRZ ERAID 8.039M
VERT ERROR O.~BM
30 EPAUR 0.870N
POINT A-2519-1_LOCRL
N0ATHI1O 211357.I18M
ERSTING 333126.140H
0.EYAifON 7B9.B36N
UT[LI2E0 XOAZ PND VERT
OUPLItt SURVEY OuaLln
DATUM DESCRIPTION
THE LOCALIZED COOADINAiE SISTEY DtYELA°ED FDA THIS PADJEGT
IS BASED O.N THE STATE PLNNE COORDINATES ESTABLISHED 8T
ACDOT FQR NDNUYENT `R2519A• I "
WITH NAO 1983/95 STATE PCAYE GRID COORDINATES O<
AORTHlNGT 2M9i0131fm1 EASTINfx 30T031S04M
THE AVERAGE (X~Np~ryI~WNE~D7yG~BlD FACTQ~HpUpSpfgDyyayY~ THIS PNDIECf
iGRDDND 1 V ~BIIN IS: V.1,IaKlYw
THE NG IAIIBERT GRID BEARING AND
IDCALIZED fA7R110NTAl GRp1ND DISTANCE FfNNI
'R7519A•1' TO { STATION 1 (51055415
M 8T'10'OP' M (0203668
A!L LINEAR DIYEMSIQNS ARE IDCALIZED HORIZONTAL DISTAACES
VERTICAL DATUM USED 15 AGVD 29
NaTE&
TAR ~ CALIRRd3TON SHOWN f8 BYLYIDI UIY1N d NSPWOBR
1T® 711 ~ NCCl9 AND NC'DOT llONW~N'19 08Df0
A NAD R500 ADA7Af'1RNC. TBlR L'ALBRATION WELL
AIZON TNR 8ND UBRR 7'D WCi$d W17'HDI' THS SABER
COONDDILITR BPRTAI WH61Y .041VO ATH OtRAL TA1R
BRIALl77CJ GP8 AND A L0T,dL BABA ATATTON. 18 ANOTABR
RfAI'RIf BUCH A8 9B9 (W81'RAL RSPRBR17C8 RTATION)f8
UABD,AUDPiTONAL PLAID TDf9 llAT R6 NARDffi7 70 ARDUCR
POB®Bi3 RAAOAB OA BL19R9.
TAR CONTROL DATd 8OR TID9 PA0.BLT CAN B8 FT3UND ALHGTRONICALLP BY
98LRCfII70 PR0.IRCI' CONTROL I]ATA A75
ATTP/WWWDOH DOT9fATRNQGSPARCON9PA27C1~GHWAY20CATTGNPA0.1RC15'
1'HA' Pffd9 TO RR POUND ABR A9 1K171OW9:
Rl018R_L9_QPACdLB_GBOl07.HTVL
A%]08 L4 Wfi~9A{ DB0f0.1.TTT
A9018R_LR_LK7CAL_B60YL1.ST1'
RP81R8_L4_C0NTROL BA6W.TJIT
TAR WC9BY AND L0119L PIId9 A8R COI6Bld DRLDOT® AND CAN BE UARD TO
RRPHODUCR T8R Wi'l CALR38ATION P9)A TAR b7YD UARR'9 GPR RQOD'1®VT.
IP PUA1'ABRR DVPOABIAT70N L4 NRRDRD, PLRA3R CONTACT THR LOCATION
AND BUAVRY9 UHT.

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Poln oESC. fanTx ear ELEaatta L nanoN 6FSST
9 NWS •aYSE• :Na9.H1 298n1.967 ea.nl ONSISE rR5,E5i uXln
7 NaS •aaaE~ zN8E.89p m11.9191 6.129 1n•71.772 a.1n Lr
3 0..7 N599.16 mIm.96 H9.17 IE•13.In Iz.17 Ri
0..1 z/am.1211 x976.n69 H8.6H 04•+7.435 18.7n RT
9 BL-9 2/5397.WU me24.51N 919.49x UB•n.137 IT.IFn
I/ 0.-1/ 2N92.401 29fE8.Ol/ He.xe9 19.0.971 x.156 LT
11 BL-11 2+mB1.711 29NS9.x0 129.1a Im•11.169 11.01 LT
14 0..11 2+817.63N 291n.Na A17.835 135•N.60 19.6 n
l5 0.-U 218M.2411 29H37.HU BiL6 ln•n.217 16.118 n
IN ~-10 245a1.141 2991m./77 19.815 lN•W.10 IL935 RT
23 0.-21 24m17.711/ 299fle.W5e 6.127 l12•IB.n+ I+.175 RT
E &-E MmT1.67N 2'n7EL 1711 6.9x lN•SIW 1x.598 n
26 0.-26 21SY3. 110 71011.77N 79/.n/ !0.64/!9 17.6/8 n
27 9.-27 x15nl.1271 31H15.5x11 77.01 lm•/S.I81 17.242 n
a eL•a 21m71.37N 3675.148 797.1n 157.11.137 6.1E LT
3! 0..35 21m17.H7 111W.WN 7n.669 161•N.2H 12.171 RT
P BL-3/ 21718.14N 11/7.xn m.H1 IO.8.3n 1.639 LT
N BLJ1 x488.W0 312172.16 rn.6 10•a.el/ 7.719 LT
IS 0..11 2NZn.e17 31778x.1161 rn.N9 172.15.132 5.317 LT
M 0.•N 245a/.71a 38ne.76 70.2W in•7.1N I1.BH LT
N 9.•N xasN.416 3WWT.7N rn.6W ]n•e.ml u.a» u
9 0.-9 24339.710 7WS1e.79/ 77.40 18.0.6 a.Ne LT
!1 9.-71 21N66.O1/ 31710.071 m.731 1n•z1.ln 2.112 LT
m BL-52 NN98.9N1 7110.N1 7n.m 191.33.!@8 1./K LT
m 0.-m 24NO.W0 3N516.WU 7W.H7 19147.70 7.3m Rr
9 BL-56 21409.66 3HBE.71 78L7/ 19T•H./N 2.10 RT
71 al-n 2441e/.710 3001.x79 nl.0e 21.15.171 2.3n M
a 0.-0 x++6.1961 3972H,1511 77.n1 28.15.21 1.972 n
8 0.-8 2N01.791 3631.76 711.691 70•W.81 L47 RT
W 9.-W 2M77.91N 3098,1119 7a.70 tw•n.90 1.6 LT
H 0.-H 2N7x4.190 30E9,6/ 6.Zn 211•n.31x IB.SII RT
a el-0 21182.6® 3x17.710 813.691 213.77.199 78.6 RT
Ix 0.•IN 2M775.16 3697.61 7N.1a 215.17.777 x8.6 RT
n 9.-n zlNn.x179 3177e.~u 7x.97 :vw.zE u.m LT
i NC55T '8x!98.1 2116.21/ 317W7.7N 70.732 219.7.BN 8.7N LT
z rtnST'Ra174 zNBx.139 31En.01/ 24.922 E2•u,pH 7;!!W Ir
n
Poin SESC. xSRrN FASr ELe7anal Tl9rana oFSar
10 BT-10 N7734.Sa9 m161.17N 01.01 5117815E PIa,ECi LIMITS
ie7 ICW 'SAVE' x4762/.198/ m10.817 6.129 !!•74.1/5 LOl Ri
n1
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21595.629 ----------
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-
m617.55a -
H7.379 0117415E fl871'T LIMITS
1111 0.-/ 213/m.81/ m6.710 H8.654 011r9I0E PRS.ET:T LINIT9
9Tz
PoINr OESC. NOTN ERST E]EVRTIai 94TRTION 6f¢T
x91 ~-1 NHm.exl/ 24180.710 He,a1 11.24. Hi 1.597 LT
162 BT2-IQ 2lm0.781 29nN.01/ eN.1m Il•x.4A 4.319 n
1W BT2-lW 215771.2267 291911.5171 Bx.2E 107510E PRO,ECT LIMITS
9r7
Poln TESL. n)RIN FAST EIEVaTIaI TI SfaTla ffFSET
lnl 0.-11 1+mH.711 298N9.7N1 129.1a a1I9I5E PNO7ZT LIMITS
IN ST3-IH 24:Q91.930 298N5.491 BE.7a d99IOE (98JFLT LINIn
BT4
PoIMT t£4C. IaRiN EAST ef.1'Rila 91 naTta9 a95Ef
1115 0..17 247244.2971 218937.HU 812.87 11•L.6 12.4m RT
IO 891-IO 2161BI.W9 299171.7131 611,127 dJUIOE Ra.ECf LIMITS
B}5
PoIM OESC. IaRTN FAST 9FYRTIa 77 287[x! WF9ET
1n 817-117 21mM.260 277W.210 817.135 alT910E PWECi LINI15
la BIS-10 2153N.2821 2MB91.IIN 813.413 aRSIN PROJECT LIMITS
7115 9.-15 21814.2411 29197.HI8 812.87 ONeIIE PIgJECr LINIn
176
PoIM !ESL. 110RiN EAST e.E9aTiax L 4rattal OFFSET
In e9c•te9 24x11.261 297/6.119 818.211 1N•69.21 Ix.9H LT
110 0.•!0 2Na1.19 2991m./77 09.6 IN•0.10 19.415 M
52
PoTNf 5E55. IaRIN ERST ElEYRT[ON 2 nRTIaI OFF9ET
ll1 92-111 24540.76 294712.]10 BW.117 alOl[E PIa.ECT LIMIn
111 9T7•L11 21512.41N 2997N.2BN 6.04 !1.0.311 5.947 LT
108 0.-22 24m21.63N 2997W.170 6.931 aR9[OE PROJECT LINIT9
BTB
PoINi OESC. NONTN FAST ELEVRT[0 n naT151J OfFSET
181 0.-a 24m71.370 39180.941 70.12 9JTela: 198LECT LIXI78
112 676-112 x47143.E1 30161.9911 7e4./a xRSiOE PMJECT LINIT9
113 878-113 20147.N0 76N.zL0 79.992 aliS[OE P18JELT LIMITS
erH
Po[Nf OFD. N90N EAST ELEYRTION L 287!x! OFFSET
lU n0-111 215x76.76 x107.160 70. W7 ]75.67.191 11.60 RT
1112 BYB•li2 217297.2211 306.990 7H.87 157.37.717 0.731 RI
Bn
PoIM
------------ OE50,
----°-°------- -- Na9rH
----- ear F]F'MT[al
..
------°•-- - Te nRT10N SFFSET
.-°--...-°--- -------.....----
117 679-315 -•------- --
2454N.nN --------°---- .
38n7.NN .
.
7H.70 WOIIE PROJECT LINIT9
221 9.-11 245373.370 31/60./9/ 70.12 11.8.88 18.132 Ri
au
PoIn OESC. NORTX FAST ELEVRTI011 99 nAT10 SFFSEi
117 991/-117 x+7499.777 7117H.nle 7W.90 d119ia2 PROJECT LIX[78
116 8918-118 215/H.690 1122.20 7!.599 aiT4IN P9JECi LINIn
lW7 9.-35 2+917.H7 111B7.WN n1.e69 alISI~ PAOJECI UNITS
nll
PoIMT ~. NSRTx FAST ELE9aTla n1 srarta OFF4ET
119 211-119 2151H.4/a 311621.170 70.N4 OIfIS]OE PRSJECr LIMIn
111 1711-111 215R/.M6B 311HB.WN 712.157 a11SI0E POJECT LIMIn
IWl 0.-77 2490.IIN 38187.2479 m.Ml 11.0.771 B.Bn LT
erlu
PoIM OESC. NORRI EP4T FLEYRTIaI
----------- - L STRT[de WF9ET
--------------- ----------------
-----------
2577 - ------------------
0.-n -------------- --
24m/6. 14N -------------- -
311691.242 ----
m.Ol 163•R.3A 6.879 LT
126 B/11A-la 2+911.320 716.320 78L6 10.0.6 'A.90 LT
121 B71U-UI 24533/.713e 39196:9. N78 rn.3a SO•W.18 H.78 L7
SURVEY 0011 rTROL SHEET R 25188
BYl2
PoIM BEec. IaRn9 ear ELEVatta riz narla acsEr
]E eriz-1E N104.2981 31x1N.917 n6.1e am15E aPotCT unlTs
1H1 0.-41 2152n.117 3012.1161 rn.659 11.91.117 U.413 Ri
n13
Polxr ces5. lartx bur Ftr.9ana1 ru sraT7a aEF3ET
1147 0.-N 215x15.471 3f9137.98N 77L6 ali7lai PIaJECT UN[n
133 n1]-lE 2N17.697 78798.9911 70.30 5UT91CE PI15,ECT LIMI73
121 9717-121 2N17.Q0 7128n.21a 768.995 a11810E FTaECi L]XI79
la BTI]-la 2/51n. N11 311861.96 rn.e36 a11810E PAS,ECf LINIT9
e7u
PoINT OE9C. IARIH FIST ELEV11tta Ti3 SraTIal BFFSET
la 871/•126 21587.1131 3W137.99N 76I.6N 587915E f18,ECr LINIT9
21N 9--N zN2N.+9N 313W7.96N n1.6W ]9.7.in e.n1 Rr
nls
7mxr 5E95. Nalco Fur 9rwna n5 9rRrla aFCgT
Im 9.-m z++eec.ww 1N71.WU 7m.x7 19.71.Bn e.999 RT
127 BV15-127 2/16.7H1 x14/71.8171 7W.41] a1T9I5E PPOECT LINIT9
BY16
PoINT 0.0..
-
- Nai1X EAST
- ElEVRTIa
------------- -- TlS 57871x1 OFF9:T
-------------- ----------------
-----
----- ---------------- ---
1128 BV1H-128 ------------- ------------------
2417x.670 714@1.450 781.9E 50751x: POER LIMITS
70] 0.-m 24/80.130 ON18.WU 788.717 11•]I.Bn 8.199 n
xrla
Poln SFSC. xrntN ear EIEVRtta L arattax acE9ET
12, 99188.129 2N6.N0 3HZn.a71 75H6 1,2.17.6 72.,E LT
120 BY16R-la ZN98.170 3H5a.450 781.@ IN•0.98 0.711 LT
11 89168-lie zM71.5571 3H67l.B97 789.737 17.0.30 0.57 LT
1917
Po7Nf
OESC FJL4T
141M EIEVRTial ... -- --TIB nRTIaI- -.-- OFF9ET
--- .-..-
-----. --.
16 la-9 .
-••-.-
-.---- -.---
2+16.e9w 30a1.mu 77.21 u•W.lee u.zee LT
131 5717.1]1 2Nn+.N7e 3027B.WI/ 79.111 5aT912E 19a93T LIMITS
erla
Po]NT OE9C. 115R1N BaT
---------- --- ElEYRT15N
------------- -- Tl8 97x7191 aF£T
-------------- ----------------
..--..---'-- ---------------- ---
133 211-]2 ------------- ------
290.36 31817.4® 78.x1 a1rS15E PRBEST LiXIT3
l8 BY16-]E 214%1.11x1 70x/L76 792. N9 ]/•32.20 3.876 LT
26 ~-0 21101.190 70261.150 77.21 11•W.10 11.20 LT
219
Po]Ni BESL. N5RT11 EAST
---- ---------------- ---
- ELEVRTia
--------"---- -- 117 5787581 OFFSET
.----..-.-.--- ----------------
------------ ---------------- ---
137 5719-177 -------
-
2N98.16 x69W.937 793.735 afiSla: RaJ3:T LIMIT$
136 9919-11 244619.66 1Hn.9U 798.918 Il •37.491 1.199 LT
137 8719-10 21N21.310 3679.379 2+.119 13.59.688 4.6 LT
1131 0.-Ix 2M70.16 0097.86 794./a aff9la: PWECr LIMITS
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ER~IF~T 1EF6~15E
arAAS.i.i
DATUM DESCRIPTION
THE LOCALIZED OOOROINATE SYSTEM DEVELOPED FOR THIS PAOJECf
IS RASED ON THE STATE PLANE COORDINATES ESTABLISHED 8Y
NCDOT FOR MONUMENT "R2519A-1 "
WITH NAD (983/95 STATE PLANE GRID COORDINATES OF
N~THIN& 2MB~731fM EASfIN(x 30T03T9OA'M
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
fGR011ND TO GRIDI IS: 0999822000
THE NC. CAMBER( GRID BEARING AND
LOCALIZED HORIZDNTAL GROUND DISTANCE FROM
"R2519A-1"TO {• STATION 115+O654T IS
N ez°laor w fo~3bGe
All LINEAR DIMENSIONS ARf LOCALIZED NORIZONTA! DISTANCES
VERTICAL DATUM USED IS NGYD 29
NOTES:
SNEfr
THE 917E CALIBRATTON SHOWN I9 BARED UPON A NETR'ORH
TIED TO ESISTTNG NCG9 AND NCDOT MONUIIENTR URDVG
A NAD &398 ADJU9TMENI. THL4 CALtBRATiON WILL
ALLOW THE END UBER TO Wi1R% WITHDV THE 9,1ME
COORDINATE 9YRT&N WHEN URING RTB (REAL. TIDIE
HINEMATICI GPR AND A LOCAL BARE 9TATTON. IF ANOTHER
RYRTEM SUCH A9 YRS (VIRTUAL REFERENCE RTATION)79
Uffi'D,ADDTTTONAL PDILD TIES MAY B8 NEEDRD TO REDUCE
PORBDILE ERHORR GR BLIRER.
THE CONTROL DATA FOR Tffi9 PRO.aECf CAN BE FOUND ELELTHOMCALLY BY
SELECTING PROTECT CONTROL DATA AT.•
:DOH DOTRTATENCURPRECONRTRUCPiHICHWAY20C~1TTOPLPR0.lECD'
THE FILER TO BE FOUND ARE AR FOLLOWS:
826186 L9_GPRCALIB_06820.7.HTd0'.
R2b18R_L9_WC984 QB62Q3.T%T
R8618B_LR_LOCAL 0.80808.787
R8618R_L8_CONTROL 060803.787
THE WCRB! AND LOCAL FH.6.4 ARE COMMA DELtD07'ED AND CAN BE USED TO
88PRODUCE THE SITE CALlHRATION FOR THE RND U98R'R GP9 EQUIPMENT.
IF FURTHER A'FORMATTON I9 NEEDED, PLEABE CONTACT THE LOCATION
AND SURVEYS UNIT.
97wvAN 1. rxlu 6vxm T~34m 6umc

.~

PAVEMENT SCHEDULE
PROP. APPRO%. 80 nn ASPHALT CONC. SURFACE COURSE, TYPE S9.5B,
C1 AT AN AVERAGE RATE OF 98 kp PEA 50. PETER IN EACH OF Tip SUBBASE TO eE TREATED WITH LIVE TO A DEPTH OF 200ee, AT A RATE
LAYERS. OF 11 KG. PFA SD. YETEfl, AS DIRECTED BY THE ENGINEER.
oA

CZ PROP. VAR. DEPTH ASPHALT CONC. SURFACE COURSE TYPE S9.5H
AT AN AVERAGE RATE OF 2.10 kp PER SO. IffTEA PEA 1 M DEPTH,
t( SUBBASE TO BE TREATED WITH CEMENT TO A DEPTH OF 180ee, AT A
RATE OF 30 KG. PEfl sD. YETEA, As DIRECTED BY THE ENGINEER.
TO BE PLACED IN LAYERS NOT TO E%CEED 50 M IN pEPTH. OR
SUBBASE TD BE TIIEATED WITH A9GREGATE AT A RATE OF 135 103. PEP
D1 PROP. APPAO%. 100 M ASPWU.T CANC. INTERMEDIATE COURSE, SD. PETER AND CEIBiNT AT A RAZE OF 30 NG. PEA S0. XETEfl, TO A
TYPE I19.OB, AT AN AVERAGE RATE OF 245 k9 PER S0. PETER. DEPTH OF 180m, AS DIRECTED BY THE ENGINEER.
DZ PROP. APPRO%. 65 M ASPHALT CONC. INTERYmIATE CWR9E,
TYPE 119.08, AT AN AVERAGE RATE OF 159.25 kp PER SO. PETER. R1 45D m CONCRETE CURB AND GUTTER.
PROP. VAfl. DEPTN ASPHALT CONC. INTERYFAIATE COURSE, TYPE
D3 pEq'jBjWADEPTHAYTO~BE ~PLACEDFIN LAYER9PNmSLE95 THAN 85 M RZ 750 ee CONCRETE CURB AND GUTTER.
OR GREATER THAN 110 M 1N DEPTH.
E1 AT NI AAYERRAIXGE n°nTEe0FS220 5 k~gNPEA aeao. CMO~IIRESflE, TYPE 825.08, R3 175 ee MONOLITHIC CONCRETE ISLAND.
EE R9E, TYPE 825.OB,
ATO
6
H
O
A3
~
kg
E
R
~
E R4 EWRE991YAY GUTTER
AN AYEfl11
E
ATE
F
4
,1
P
E
BD
TER.
Y
E3 w flSE, TYPE 825.OB,
~BABE
E
AT Ni
O
A2i5 kp
P R5 SHOULDER BERN GURER
~
AM
ERAGE RATE
F
P
ER

E4 PROP. APPRO%. 120 M ASPHALT CONC. BASE COURSE, TYPE B25,OB,
T
EARTH MATERIAL.
AT AN AVERAGE RATE OF 294 kq PER SO. PETER.
PROP. VAR. DEPTH ASPHALT CONC. BASE COURSE, TYPE 825.08,
E5 AT AN AVERAGE RATE OF 2.45 kp PER SO. METER PER 1 M ~ E%ISTINO PAVEIENT

DEPTH, TO BE PLACED IN LAYERS NOT LESS TWIN 75 M IN DEPTH .
OR GREATER THAN 140 M IN DEPTH.
J1 PROP. 200 M AGGREGATE BASE CIXIRSE. W WEDGING (VARIABLE DEPTH ASPHALT PAVEMENTJ.
SEE DETAILS TNI9 SHEET.
J2 PROP. YAflIABLE AGGREGATE BASE CWASE.
O
w
Z ~
NOTE: PAYEYENT EIX;E SLOPES AflE 1;1 UNLESS SHOWN OTHERWISE.
W -1 m
FOR B25.OB PLACED ON UNSTABILI2E0 SUBGRADE, THE YININUY
LIFT THICKNESS IS t00M. Z e5 V IL
H
I~ ~Z
r~
ez H
< ?
9.Om 3.Om 3.bm 3.bm 2.667r
4,Om w'GR
Z 1.2m I _0.45r
`
n ._ FDPS ~
>IC 71C Pavement Depth
270mm far Asphalt Concrete Base Course (Ei)
380mm far Aggregate Base Course (J1)
r r Pavement Edge Shelf
O.Om far Asphalt Concrete Base Course an Outside Shoulders
0.15m far Asphait Concrete Base Course behind Curtis
0.15M far Aggregate Base Course an Outside Shoulders
0.3m for Aggregate Base Course behind Curbs
D
w
r ~ Zm
L (US 19E} F ~
Z
~_
5.334m 1
0.
3,6m I 3.6m
or 0* 320m
TRI
USE INSET "A° AS FOLLOWS:
-L- STA. 116+00 TO -L- STA.118+40, LT
-L- STA. 125+20 TO -L- STA.126+00, LT
-L- STA. 127+00 TO -L- STA.128+20, LT.
-L- STA 129+00 TO -L- STA.132+80, RT.
-L- STA. 151+20 TO -L- STA.152+60, LT.
-L- STA. 153+80 TO -L- SiA.154+40, LT,
-L- STA. 157+80 TO -L- SiA.158+60, LT.
-L- STA. 159+60 TO -L- STA.160+40, LT.
-L- STA.162+80 TO -L- STA.164+00, LT.
-L- STA. 173+20 TO -1.- STA.173+40, LT.
-L- sTa leo+BO To -L- sra 181+40, Lr
-L- STA. 186+40 TO -L- STA.188+60, RT.
-L- 5TA.195+40 TO -L- STA.195+80, LT
-L- 5Ta 2D7+DO To -L- srA. 207+20, Lr.
-L- STA. 216+20 TO -L- STA. 217+00, RT.
-L- STA. 225+20 TO -L- STA. 226+00, LT.
TGS TCS ENgNEERS
sIJITE 141
975 WALNUT STREET
i CARP, NC 27511
PN is 1a3 a 19-ee5o
ALTERNATE PAVEMENT DESIGN:
CONTRACTOR SHOULD USE EITHER
ASPHALT CONCRETE BASE COURSE OR
AGGREGATE BASE COURSE FOR TYPICALS
AND INSETS WITH THIS FUG NOTATION.
3.Om
~ S~
v ~ _~5 ~irlcrwr,
~ h5'~,cG~~% ~ GROUND
EXISTING
GROUND
13W
VARIABLE
T ~-------------~ 4:1
b:l -- .. T .. ._ ILOCATICJN VARIES -SEE PLANSI
GRADE TC
THIS LINE
GRADE TO THIS LINE
TYPICAL SECTION N0. 1
EXISTING
GROUND
r~~

SURVEY
E1(15TING
4 suRYEY
USE TYPICAL SECTION N0.1 AS FOLLOWS:
-L- STA. 115+20.000 TO -L- STA.175+30+~ (BEGIN BRIDGE)
-L- STA. 175+74+~ (END BRIDGE)TO -L- STA. 191+65+~ (BEGIN BRIDGE)
-L- STA. 192+20.000 (END BRIDGE) TO -L- STA. 223+22+~- (BEGIN BRIDGE)
-L- STA. 223+85+~- (END BRIDGE} TO -L- STA. 226+25.844
NOTE: TRANSITION FROM R-2518A -L- TYPICAL SECTION N0.2 TO R-25188
TYPICAL SECTION N0.1 FROM -L- 115+06.547 TO 115+20.000 (SEE PLANS)
MIN.
I...-. -._,-~ iii-Lim-LiyLi~~ii+ -- -.1
- - -
L-- ------ bMIN. ----------------- 5mm J
MIN.
U
Detail 3 Showing Method of Wedging for Resurfacing
* 45omm Curb willTransition to 750mm Curb
just prior to Bridges to comply with Bridge Polity.
See Sheet 2-~A for Transition Detail and see Pions
for locations of 750 C3G.
w
ZV
I~
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~?
4.Om
1,2m
FDPSI
Detail 2 Showing Method of Wedging
U Detail 1 Showing Method. of Wedging

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CONPUTEDBY:~SGIY_ DATE:_T1221W_
CHECIO:D BY: DATE:
LINE Station Shdon Und. Undercut Embank Borrow Waate
E3tav. Exav. +%
'_ Left 115+06.547 125+00 173 950 17679 0 138703
Ri ht 115+06.547 125+00 11105 3399 0 6491
ORi- 10+50 11+19.427 1.453 0 1.453
' DIVI8ION OF HIGHWAYS
STATE OF NORTH CAROLINA
SUMMARY OF EARTHWORK
COBIC METERS
I -Yt• I 10+30 110+93.222 I 226 I I 1.105 I 879 I 0 I
-L-Left
-L-Left 135+00 145+00 11010 12 889 2047 0
-L-Ri ht 135+00 145+00 4,916 3434 0 1379
-Y5- 10+00 10+65.548 15 1.600 1.585 0
-L-Left 155+00 165+00 55 067 11766 0
-L-Right 155+00 165+OD 1,331 1,842 511
-YB- 10+20 10+80.081 9 390 381
-Y9- 10+09.883 10+25 41 0
•Y10. 10+10 10+43.966 44 69 25
-L-Leff 165+00 175+30 6 18,921 18,223
-L-Right 165+00 5+30 224 3,171 1,947
BRIDGE OVER B D CREE
;Y11~1 1D 10 1.51 35 1
D
0
41
0
i
D
0
0
0
-L- 1 74 186+ 2433 0 7
-L-
-Y i
3 t 7 74
1 +75 186+
11+06.7 24
142 39723
76 0
0 2
66
-Y 4 1 9.~7 10+90 193 74 0 2,119
-0 1 09.679 10+80 12 730 718 0
S B OTALS: 73,261 43,036 718 30,943

-L- 1 0 191+65 977 735 0 242
-L- i t 16+00 191+65 64,339 26562 0 30166
LINE Stetlon Statlen Und.
EzuY. Undercut
Exeav. Embulk
4% Bortow Waeh

-L-Left 212+20 223+22 52 615 8,018 D 44 597
-L- Ri M 212+20 223+22 18906 2,080 D 16828
BRIDG E OVER CANE RNER
-Y17- 12+40 12+91.900 1,470 206 0 1,264
-V18- 10+09.867 10+60 96 84 0 12
-0R3- 10+00 10+24.573 21 5 0 16
-0R4 10+10.017 10+9fi.731 235 62 0 173
-DRS- 10+09.912 11+30 640 0 fi40
-0R6- 10+02.16 10+45 633 0 633
•DR7- 10+00 10+83.899 3,447 7 0 3440
-Y19- 10+70 11+Op.4B1 23 20 0 3
-Y20. 10+09.867 10+40 119 0 119
SUBTOTALS: 78207 10482 67725

1-Left 223+85 226+25.844 347 1488 1 141 0
-L- Ri ht 223*85 226+25.844 113 365 252 0
-Y21- 10+10 12+62.807 20 635 690 0 19945
SUBTOTALS: 21095 2543 1393 19945

SUMMARYTOTALS: 911292 258386 42242 53
Est Loss due to Clearing 8 Grubbing SOD 500
Use Waste In Lieu of Bartow -42 742 2
GRAND TOTALS: 910 792 258386 52 11
SAY: 1 58
EARTH ORK TLS FO RNATE P ESIGN
S YTOTAL : 11292 2 42242 57 53
AD1. AVT DESIGN -298 9 353 -2 3 4
ss due to CI & Grubbing 500 500
U ante ta Lia of w -07,095 -4 , 5
994 60,335 52

U
1 000 b7
5UMMA Y A PHA MENT MOV L
LPIE 8T BTATNIN LTAtT Na
{- 115 517 115N9.378 RT 8.130
{- 115 8% 11AH5.110 RT 2 77.121
{- 10+ 5 9L 10+87.695 LT 15.557
{• 11 815 124+04.513 LTIRTICL 1 87.%0
{- 122 %1 123+44.028 RT 1200
{- 121 597 128+88.821 RT 1 .150
-YS- 101 9 10+41.322 RT 0.87
-YS 1 4 88 10+89.878 LT 8.09
-Y3- 10+ 1 4 11+10.00 T 12.18
-L- iM 128+72. 19 RTlCL 551.11
{- 7+89.381 33H2.943 LT 949123
{- 13 134*50230 LTIRTICL 105.32
{- 134N0.511 137+33275 RT 1293.9)
{- 137+80.000 148+70,950 RT 2267.%
-L- 148+03.%S 154+89.082 RT 251.%
{- 180+78.215 155+59.531 RT 537.91
{- 155+50.022 159+09.930 RT 31.08
{- 155+58.743 189+82.02 LTfitTlCL 2535.1
-L• 1%+80.579 157+28.188 RT 1%.99
-YA- 10+08.270 10+21.872 LT 11.91
{- 183+6202 172+85.179 LTIRTICL 2035.13
-L• 172+88.82 175+23.180 LTIRTICL 888.55
-L- 175«23.180 118+12A08 LT 709.e8
-L- 178+03.873 tA4+01.448 LTiRTICL 1582.58
{- 178+12.4% 178+87.971 LT 182.32
-Y14 10+22,150 10+90.801 RT 221.18

COLUNN 1 TOTAL: 12,121

METRIC
NE 3T ON STA ~N
L- 179+ 1 .813 18 . T7 u
oa
_
182 .199 190+ 5. 0+ LT 19
10+ A Ai 0+80. 0 L 219.18
+23.315 1 84 LT 289.84
-L• 192+ 207+20.000 LT 1558.95
-L- 193+05.912 194+35.840 LT 151.78
-L- 194+SA.323 199+%.183 LT 320.58
•L• 202+69.119 207+31.128 LT 325.17
-L- 207+52918 209+27.012 LT 249.53
{• 208+98.197 223+22588 LTRtTICL 3203.85
{• 213+88.771 215+27.128 RT 382.780
{-/•Y20- 215+88.579 10+40.00 RT 1017.110
{- 217+06.955 219+93.588 LT 1239.520
-0R3• 10~00.0% 10+20.517 LTAlTICL 117.75
-0R8• 10+30.995 tOM5.000 RT~LTlCL 128.200
-DR5- 11+07.440 11+29,980 LTIRTlCL 137.780
•Y20d-L• 10+40.000 223+1A.894 RTILT 188.338
-L- 223+64.537 228+25.844 LTIRTICL 1241.003
•L• 223+87212 225.52.495 RT 398.720
•Y21- 10+10.000 10+29.990 LT 122%
-Y21- 10+85.581 12+59.858 LT81T1CL 2384.160
COLUMN 2 TOTAL' 18,141
SHEET TOTAL' 37,712
SAY: 71,7%
PROJECT
R~s~si
SUMMARY OF CONCRETE
EXPRESSWAY GUTTER .
IDNE STATION STATION LTS1i LENGTH m
-G 116+00 118+40 LT 240
-L- 125+20 126+00 LT 80
-L- 127+00 L28+20 LT 120
-L- 129+00 L32+80 RT 380
-L- ISL+20 152+60 LT 140
-U 153+BO 154+40 LT 60
-L- 157+80 158+60 LT 80
-L• 159+60 160+40 LT 80
-L• 162+80 164+00 LT 120
-L- 173+20 173+40 LT 20
-L- 180+g0 181M0 LT 60
-L- 186+40 188+60 RT 220
-L- 195+40 195+AO LT
-L- 207+00 207+20 LT 20
-U 216+20 RT 0
-U 2 226+00 LT 80
VIAL: ~ aGu
SAY:
AIM Y OF S,~I,OU ER
a M ri i FR
STATI STATION OC L GTH m

223+95. 0 224+OL021 LT 5.7
133+32 0 0.00 LT 163.1
18 70.00 .5 RT 289.2
19 0 00 191+57.38 LT 67.4
192+22.45
192+27,62 L93+00.00
194+20.00 RT
RT 77.6
192.4
-L- 200+30.00 201+61.00 LT 151.1
-L- 202+SOAO 203+40.00 RT 60.1
-L- 205+30.00 206+30.00 LT 98.4
-L- 215+80.00 216+50.00 LT 70.1
-L- 223+90,55 224+45.0] RT 54.5
-L- 223+95.13 225+53.21 RT ISl.9

-L- 175+07103 175+12.918 RT 5.7
-L- 115+13.092 175+18.807 RT 5.7
-L- 175+15.418 115+2LL93 LT 5.7
-L- 175+21.367 175+27.082 LT 5.7
-L• 175+98.807 176+04.322 RT 5.7
-L- 176+01.193 176+06.908 LT 5.7
-4 176+01.082 176+12.797 LT 3.7
-L- 191+59.285 191+65.000 RT 3.1
-L- 191+59.285 191+65.000 RT 5.7
-L• 191+59.285 191+65.000 RT 5.1
-L- 191+59.040 191+64.755 LT 5.7
-L- 192+19.500 192+25.215 RT 5.7
-L• 192+19.513 192+25.228 L7 5.7
-L- 227+19.372 223+25.081 RT 5.7
-L- 223+82.607 223+88.322 LT 5.7
-L• 223+87.534 227+93249 RT 5.7
I V IAL: 1,91Y.J
SAY: 1800
SUMMARY OF CONCRETE
PAVEMENT REMOVAL

UNE
STATION
STATION LOC
LT1RT
Na
-DR1- 10+50.%0 115+94.%8 LT 2%.54
-Y21- 11+33.140 12+29.858 LT82T 385.77

SHEET TOTAL: 588.31
SAY: 590
,557
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PARCEL N0. SHEET N0. PROPERTY OWNER NAME
1 4 RANDY D. AND WIFE, CHLOE A. McCURRY
2 4 J.C. AND WIFE, KATHY INGLE
3 5 RONALD W. LUYCKX AND GARY L. LUYCKK
4 5 NELLEEN T. ROBINSON
5 5 :!4CK BLiCKNER JR. & CHRISTOPHER D. BUCKNER
6 6 JESSE BUCKNER
7 6&7 DALLAS D. CHANDLER
8 DELETED (COMBINED WITH PARCEL N0.7)
9 7 WALTON W. ANGEL
10 DELETED
11 8 B08BY AND WIFE, CAROLYN SHEPARD
12 DELETED (COMBINED WITH PARCEL N0.11)
13 9&10 HUGH BUCKNER AND WIFE, BETTY BUCKNER
14 11&12 EDNA P. JARVIS
15 14 ROBERT C. AND WIFE, BARBARA D. PARKER
16 DELETED
17 14 WILLIAM G. FENDER AND WIFE, PATRICIA J. FENDER
18 14&15 KENNETH D. McCURRY, JR. & LEE EARL GORE
19 DELETED
20 DELETED
21 DELETED
22 16 WAYNE T. AND WIFE, DIANA BONE
23 19&20 HAROLD AND WIFE, CLARA A. FENDER
24 23 JAMES W. WESTALL AND RONDA WESTALL
24A 23 BENJAMIN AARON AND WIFE, ANGELA TIPTON
TG
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f76 SYAUNU'
CARP, NC
PH If If) J I
RAIHT IIEF6IBVCE N0. SNHf N0.
R-25188 3-W
RW SN&T N0.
lOIDWAY DESIGN NTDAAUUCS
@IGINEER ENGMHR

PRELIMIIV Y PLANS
W NOT ,;~ Po CON9TMOCF'ION
PARCEL N0. SHEET N0. PROPERTY OWNER NAME
25 23&24 BANKS HOLDING COMPANY, LP
26 26 DONALD CHARLES PONDER AND WIFE, ELIZABETH
27 DELETED
28 27&28 KENNETH P. HUNTER AND WIFE, MILDRED
29 28 JOHN S. LEDFORD
30 30 LEROY RIDDLE
31 30 DIANE MURPHY
32 30 DONALD A. BLANKENSHIP AND WIFE, BARBARA
33 32 JAMES DOUGLAS BRYANT AND WIFE, ANITA
34 33 CARL PENLAND AND WIFE, ANNE PENLAND
35 33 JAP PHILLIPS AND WIFE, GINGER PHILLIPS
36 33 DENNIS E. ROBINSON AND MICHAEL L. ROBINSON
37 33 JAMES DOUGLAS BRYANT AND WIFE, ANITA
38 DELETED (COMBINED WITH PARCEL N0.37)
39 33 KATHY G. ROBINSON
40 33 MARY ANN SPARKS AND HUSBAND, HOWARD
41 34 SHANNON COOPER
42 34 BOYD WHEELER
43 34&36 HAL W. COOPER
44 34 GARY ADKINS
45 34 CHRISTOPHER WARREN COOPER
46 36 GLENDA C. BYRD & GLADYS JEAN C. CAMPBELL
47 36 RICHARD BYRD & WIFE GLENDA C. BYRD
48 DELETED (COMBINED WITH PARCEL N0.46)
49 34&35 DENNIS WOODY
50 35 RIVERSIDE BAPTIST CHURCH

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ll10 } 9se ('~I "i ~ x srmso' `~ CARY, NC 2T5 I I R/W SHEEr N0.
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IOO ~~ i x I , I ~ JESSE BUCKNER
100 y 'i ~~ ~y i i ,"_ I~ \ D.B. 94 PG. 191
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/ j AX).4S3ft -BY2- .POT wD8912
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L = 512293 LS =98.400 LS =98.400 L =256. m x~ NeP"0 k
r = 2~ss2s Lr =65843 LT = 65x41 r = 1318 Plsta ro+26123 Prsra ro+g5J68 ~ ; ,~;;~~ ~~ ~
~= 58'22'53.8'(LT1 D= 2605'443'(LTJ
R =440000 ST = 32.839 ST = 32837 R = 450 L =10190 L = 126.650 x s4 sa•mw /,' ~ DAD.BA338 PGA507ER
o SE = 008 SE = 008 ~~ R = R = 8~4 x P,.E32m , ;
;N '. ~~ SE = 0.06 SE = 0.07 ~ SEE SHEET 38 FOR -L- PROFILE
~ ~ SEE STREAM MITIGATION PLANS ~~ ; ~ I ,
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N ~ - 4SBW x`x. i ~i ymyPPp ~ 1 III ~'~ 0 ± SEE SHEET 53 FOR -Y3- PROFILE
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~= 4224'47.6'(871 8S = ]'~~JUb- ~S = l UC 0= 23'53'03b'(LTJ 975 WALNUT STREET Ri14 SHEET N0.
(US 1918 2 ((/$ !91 II~~' GARY, NC 275 I I ROADWAY OBIGN HYDRAUl1C5
~ L =296100 LS =98.400 LS =98.400 L = !66.744 LJV PH (9 19) 3 19-8850
128 !~ I20 T = !55203 LT =65.652 LT =65.652 T = 84.601 \ \ ENGINEBt ENGINEER
8 ` ~ R =900.000 ST = 32.841 ST = 32847 R =400.00'0 \\ ~. 5 to
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MACK HENSLEY \ m \
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/ 106.708m LT
s~ie F CROSS VANE ROCK WEIRS: \ m~ \ ~~ / // ELEV. 816.532 ;+ 4 ~
6w 81ACIX6 F710Y -L~ BTA. 199N0 TO 193KM/- L1 \ \ / ~ / ~
9w elAgwfl FROM -L~ BTA. 139M0 70 19N8M1~ LT YY/ ~(~~(' / ~ pE -,`
E87. 280 TON9 RE'09IRm \ / ~/ k - ~/ bb P~ .y(
s ~ /~/ sK Y"% HUGH BUCKNER and M R/N D O ~ ~
~• ~ wlfe,BETTY BUCKNER M0N UGH BUCKNER and ~ J~ ~
~t 550• ~ S6P 36'li•E O
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~ w ZF / R/N D D.B. 258 PG. 421 Y/~F~
169DAM 5 52'26'gg.E 50 ,45e LAT. ITCH T ~ ITCH MON O F'
A/N ~~ 13~807m -L- 19 q10, LT - 199H0 1~, LT pRE10RE0 eCOJR XOLE Q
L Wi11 E8T.110 -IS~IT: eN
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uox ~ ` ~~ su ' eNEEi a ~EgA1L2- \ FnTa, FA&IIC: Esr. Ze ew 1377 ., ~
2comm wx a isew JILL HENSLEY iSFpR ~ / wl ~ \ s \ IeRw: Ear.9eew ; 333 m .0
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~~ J 721E 'A' j ~mTAPER ~\\ ~ __ ~~ __ O104P D ~ N 0®WI ~t 5~ ~~~. BOBBY MORRIS
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400 CSP F "~3
L =90385 L = 38.650 .' n.e9i. P a GuARDRAl1 \\ As ~E,(pip d, `` \ ~,~ R/N
T =20549 T =19572 ./ -Y4- PCCSfa10+9Q985 ~~_= E _ ! / / ~ \ +~ \ X \ M°N , ,
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N / so~'a xoN ~'~ x_ + BARK -L- Sta 85+55.142 L3.346m RT- d "`, ~Asy
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213?55ft 2N)b3lNf ~~' ~ d 1 BOBBY MORRIS and wlfe, 546/5m ~ `~'f" , i `9EC '
END WW _ ~ ~ `~/ END NSTRUCTION \ +/~ ~ x CAROLYN CHANDLER SHEPHERD B9~Tt + % ~~ "~~
FENCE N -Y4 PT !0 79&35 ~ ~, ~ -Y4- AIO +„ 1 \ ~`.
0.8. 202 PG. 673 etioF . asOw. y
B088Y OnOd wife, e / ~ °M'60+/ © x e7 ~~,,~+ ~~ 4P H~a .-'CSL3 , +o.~~ ~`.
CAROLYN SHEPARD 3~ ~ ~~ +p~l ~ ` asP~s
/ / $3/+ we r
NON d. 1 `~ ~ \`\T\ `~
/ Jb + s EUGENE SHEPARD
~ / /+~ ~'o~F EUGENE SHEPHERD ~ D.8.17B PG. 529 `
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/ + °~ AB'f'~ JOAN K. SHEPHERD ~
-BY3-. 6+03.035 POT ~ / x ,e F ~ ~3
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i.F ,s DOUGLAS and wife, B, 9.
,~ , / / /f~ j LODRB.1264APGE439LL Xix~"~~s E SHEET 34 FOR -L- PROFILE
„~ a uoN/ / ,+ / ` E SHEET 53 FOR Y4- PROFILE
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IT PROJECT REFERENCE N0. SHEET N0.
Pls Sto I '~ 58 PI Sta 154+23212 Pls Sta ! 56P/s Sta I F 7
= 2'J9J~ Q= 6'S7~406'(LTl ~ = wr~~i~r ~, = 2'~~~
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975 WALNUT STRE
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LB = 73.800

L =97198

LS = 73.800

LS = 73.800
y
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CARY, NC 2751 I
PH (9 191 3 19-E1850 /W SHEET

ROADWAY DESIGN N0.

LT =49205
T =48.65.9
LT = 49205
LT = 49205
T =65.3/5
~
p ~
ENGINEER NYpR~WDCS
ENGINEER
ST = 246Q5 R = 800D00 ST = 24.605 ST = 24.605 R =800.000 p ~ s o 'o
SE = 0,06 SE = 0.06 \ ~ ~

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