20201515 Ver 1_R-2561CA Permit Drawings_Revised_12172020_20201218

�40I ` SHEET TOTAL `
See Sheet 1 A For Index of Sheets STATE OFNORTH ®L Tf STATE STATE PROJECT REFERENCE NO. Na swarm
See Sheet 1B For Conventional Symbols �L ee Sheet RW02C 1 Thru RW02C 4 For Right of Way Plan Sheets N.C.� R-2561 CA ]1
DIVISION OF HIGHWAYS
STATE PROl.NO. P.APROI.NO. DESCRIPTION
1734 17 ff�# `a-•
= 34466.4.5 N/A P.E.
��— , 34466.3.8 N/A RNV & UTILITIES
va ' * .1 '� ‘ 34466.1.5 N/A CONST.
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1 �4 s °°°"a`° °a 181 LOCATION: NC 87 (OLD STAGE RD.)/NC 11 (GENERAL HOWE RD.) INTERCHANGE
��S PERMIT DRAWING
124 END PROJECT TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURES SHEET 1 OF 69
1ao• 1:08 A' " R-2561CA
• • 55AN�FI 1814lir
P WETLAND AND SURFACE WATER IMPACTS PERMIT
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Plitial VICINITY MAP '4-4,
m -L POT Sta. 84+16.32 L.B.=
-L2-PT Sta. 28+32.97 L.B.123'L.= ___ w._ t -L4-PC Ste. 84+16.32 L.A.(23'LT.
(NOT TO SCALE) c -L-POT Sta. 28+31.59 L.A. I k51�` SITE 5 END CONSTRUCTION SITE BEGIN CONSTRUCTION
1. '' - r'{ SITE 9 DR2-STA.10+65.00
-Ll-PC Ste.]A+99.22= -Y2A-STA. I
'11 BEGIN CONSTRUCTION - —r j�(,
`- END B II�G ,,-, END TIP PROJECT R-2561CA
-L2-PC Stay 1+99.22 -Y2-STA.9+35.00 "� SI E 4 -1:-..)TA 34}952,47+/
BEGIN CONSTRUCTION �+ 'r " ,ti}':..- D -L3-STA.100+50.00
-LI-STA.8+00.00 �,___ yfft `_ 8 9
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L-1 �. END_',BRIDGE WBL
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TO E ARCADIA _ — _ _ era `� -� _ TO RIEGELWOOD
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END CONSTRUCTION iipe'
' _ �_ S 1 E �+ \� -L4-PT Ste. 100+50.07 L.B.=
-Y3-STA.14+60.00 14 A WEYMAN'S CREEK -L3-POT Sta. 100+48.70 L.A.
-L1-POT Sta. 28+31.59 L.B. 35'R._
BEGIN TIP PROJECT R-2561CA I -L-POT Sta. 28+31.59 L.A. BEGIN BRIDGE EBL -L POT Sta. 84+16.32 L.B._
-L1-STA.11+00.00 -L-STA.70+31.00+i
BEGIN CONSTRUCTION -^ END •NSTRUCTION -L3-POT Ste. 84+16.32 L.A.35'RT.
I -DR3-STA.9+50.00 .- ,i.•'\ -DR4- TA.11+95.0. END BRIDGE EBL
• END BRIDGE .' -L-STA.71+81.00+/-
/ -Y-STA.17+38.00+/- T" �i\, r SITE 11
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A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF SANDYFIELD. RIGHT OF WAY ACQUISITION HAS BEEN RELEASED ON THE FOLLOWING PARCELS:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. DOCUMENT NOT CONSIDERED FINAL
`• • 24,26,27,29,33,34,35,36,37,41,42,44,48,51,52,AND 53. UNLESS ALL SIGNATURES COMPLETED
ETHIS IS A PARTIAL CONTOLLED—ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS.
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLAN PREPARED NCDOT Br: HYDRAULICS ENGINEER
1 Glenwood Avenue
111 p
Raleigh,NC 27603
U ADT 2021 = 7273 Ta1,919789.9977
F.'919.7899591
50 25 0 50 100 License C-219, P8ONF
I 1 I 1 1 ADT 2040 = 9000 IFIC TIONConstruction,I,c 1.-----
€
ti K = 9 a/a LENGTH OF ROADWAY TIP PROJECT R-2561CA = 1.644 MILES 2018 STANDARD SPECIFICATIONS it
} PLANS MICHAEL TAYLOR, PE P.E. •
D = 60 % LENGTH OF STRUCTURE TIP PROJECT R-2561CA = 0.051 MILES ® •w.
EillillPROJECT ENGINEER SIGNATURE: Pa
50 25 0 50 100 T = 24 % RIGHT OF WAY DATE: `' •
T'' i 1 111 _I J TOTAL LENGTH OF TIP PROJECT R-2561CA = 1.695 MILES ROADWAY DESIGN �� a
^1I V = 60 MPH OCTOBER 28,2019 DANIEL W.GARDNER,JR., PE ENGINEER �'
l', PROFILE (HORIZONTAL) * TTST=20% DUAL=4% PROJECT DESIGN ENGINEER ®��
0�O O 10 5 0 10 20 FUNC CLASS = LETTING DATE: ®R TM���
�N�� J MINOR ARTERIAL APRIL 20,2021 JOHN B. GAUTHIER
E- I I I NCDOT CONTACT P,E,
,-� PROFILE (VERTICAL) "REGIONAL TIER"
m os'\�J t A A A A SIGNATURE:

o- PROJECT REFERENCE NO. I SHEET NOOl S .
gh.NC 27603
�� DENOTES TEMPORARY ' 1GRalenwoodAvenue R-256/CA 4
/f IMPACTS IN �U RFACE WATER -L2- I Te1:919.789.9977 ROAENGIN EDWAY NGINEER
PAVENGIN EMENT R DESIGN
Fax:[phone]
P1 Sta 16+07.83 P1 Sta 24+24.70 I License:C-2197
�/S DENOTES IMPACTS IN A = 4'04'11.5"(LT) A = 4°04'11.5"(PT) CD Engineering&Construction,Inc.
/ I >/// o✓ SURFACE WATER D = 0'29'53.6" D = 0°29'53.6" \6- INCOMPLETE PLANS
L = 8/6.87' L = 8/6.87 J( / DO NOT USE FOR 1/W ACQUISITION
/ DENOTES HAND T = 16.87'' T = 408.6/' \
i A-/I CLEARING R = 11,500.00' R = 11,500.00' \ti..
/ //A SE = NC SE = NC
/r t DENOTES EXCAVATION
IN WETLAND
/ ***** PERMIT D RAW I N G DOCUMENT NOT CONSIDERED FINAL
DENOTES MECHANIZED UNLESS ALL SIGNATURES COMPLETED
***** CLEARING SHEET 2 OF 69
I
8GB -- W
50' 25' 0' 5
0' /
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*� KIMBERLY A SPENCER
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'IYE 9IJi LE(CHANNEL
/ TEMPORARY SURFACE CLASS RIP RAP
Ll- PC Sta.11+99.22= WATER IMPACTS $E�DETAIL 3,PSH 2D-1
L2 PC Sta.11+99.22 CLASS RIP RAP AT EMBANKMENT // I SPECIAL LATERAL'V'DITCH
SEE DETAIL 29,PSH 2D-1 ~ Cp 1 SEE DETAIL 5,PSH 20.
L1 POT Sta.7+00.00 O O
SITE 1 CLASS RIP RAP O 0 0
/ PATRICIA WARWICK c AT EMBANKMENT f 0 Q
WOODS SPECIAL LATERAL Q� SEE DETAIL 30,PSH 2D-1 p
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——— �111, ::. B ; ; Rii/- ■nl TRENCHLESS INSTALLATION Q I-
I�A REMOVE 16 LF 54 D STEEL y LU
T-- --T-- i --r-- R — 1 _ --T-- ———— —
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E/E P IL 8,PSH 2D-1 MECHANIZED CLEARING 1 E E 2-FT BASE DITCO
/ / HAND CLEARING-' // WOODS 1 SEE DETAIL 4,PSH 2D-1
/ / * JOY OWEN MORGAN
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c', SEE SHEET 15 FOR -L2- PROFILE
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m:-.

�/ `- -- v ) PROJECT REFERENCE NO. SHEET NO.
N ' Fr —'✓ J o f °` 7 5 T,S S ) M 1 Glenwood Avenue R-256/CA I 4
� / _.� �e n / is � � � DENOTES TEMPORARY �, � ) Raleigh,NC 27603
-Sc---- l p IMPACTS IN SURFACE WATER Tel:[phone] ROADWAY DESIGN PAVEMENT DESIGN
/ - / L2 ! \ F.:9197 9.971 ENGINEER ENGINEER
�� � '� / Z / ) S DENOTES IMPACTS IN PI 16t07.83 PI 24+24.70 p4111
yw C� Engineering 8 Construction.Inc./ ) 0 = 4'04'11.5"(LT) p = 4°04'lL5"(RTl
/ p v �/ ) S �f/ SURFACE WATERINCOMPLETE PLANS
J - 1 , / / D = 0'29'53.6" D = 0°29'53.6" 1 ` /
C / L = 8/6.87' L = 8/6.87' / / DO NOT USE FOR t/W ACQUISITION
r v /// I ' DENOTES HAND f- T = 408.6/' T = 408.61' / ) y
/
�� ✓J .Iv aol J//�4 ( / yF r I CLEARING R = 11,500.00' R = 11,500.00/ O -J ��
_ _ r/ \ t �� 91 SE = NC SE = NC ems, ( / / 1i ��/ ��/ �3q/ �/ \ P� C �/ } /� 1 � �/ .r DEN INE WETLANDTIONw I �� /� Il1 //
( r /r 1J l7 ( 1 DENOTES MECHANIZED w /
,/ jf/ ****** CLEARING PERMIT DRAWING /1 (1 DOCUMENT NOT CONSIDERED FINAL
/ 1 ) 1 UNLESS ALL SIGNATURES COMPLETED
N �� I ( / SHEET 3 OF 69 L— �J �l
~� �a�L — /\ c. I \ Iol/ `� 50' 25' 0' 50' B— 7_ _ _ / ( �-
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sb Ll PC S a�/ 99.2 WATER IMPACTS // SE DETAILS,PSK �4
I \ CLASS RIP RAP AT EMBANKMENT a S CIAL LATERAL'V ITCH
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IN o �� �P > SEE DETAIL ,PSH 2D-1 \ / - l SPEFJCIAL LATERAL _/
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7 PROJECT REFERENCE NO. SHEET NO.
1 Glenwood Avenue R-256/CA I 4A
co — DENOTE$ TEMPORARY Releigh,NC27803 ROADWAY DESIGN PAVEMENT DESIGN
STe1:919.789.9977
DETAIL 3 DETAIL 29 DETAIL 3023: IMPACTS IN SURFACE WATER ENGINEER ENGINEER
RIP RAP AT EMBANKMENT RIP RAP AT EMBANKMENT Liense:C-2.97
PIPE OUTLET CHANNEL STABILIZATION 1///� License:C-2197
(Not to Scale) (Not to Scale) (Not to Scale) $ DENOTES IMPACTS IN Engineering&Construction,Inc.
Natural Bed SURFACE WATER INCOMPLETE PLANS
Elevation 10'min. 10'm ln. DO NOT Use FOR 4/W ACQUISITION
mural nd Natural 'Lac PERMIT D RAW I N G
Ground Ground Grad Ditch / y DENOTES HAND
Grade 1.0'min. 2.0' Grade 1.0'min. 2,p� � .{-I
III 1-14 CLEARING SHEET 4 OF 69
DENOTES EXCAVATION
Geotextile an► GEOTEXTILE GEOTEXTILE IN WETLAND
Channel Bed
Length 18 Ft. (Variable)
9 Type of Liner= 14 TONS,CL I Rip-Rap TYpe of Liner= 12 TONS,CL I Rip-Rap ****** DENOTES MECHANIZED DOCUMENT NOT CONSIDERED FINAL
Type of Liner= Est.42 Tons of Class I Rip-Rap-Keyed-In Geote#ile= 21 SY Geote#ile= 19 SY *****•lE
CLEARING UNLESS ALL SIGNATURES COMPLETED
STA.15+62 -L2- LT FROM STA.15+44 TO STA.15+62 -L1- LT FROM STA.15+65 TO STA.15+76 -L1- LT
25' 12.5' 0' 25' •,
GRirC�SCALE aeoe'I
SEE INSET 4A
PIPE O TLET CHANNEL
TEMPORARY SURFACE / / CLASS RIP RAP
WATER IMPACTS */ . I SE� DETAIL 3, PSH 2D-1
CLASS I RIP RAP AT EMBANKMENT 41
SEE DETAIL 29, PSH 2D-1 �y O I
SITE 1 / CLASS I RIP RAP
AT EMBANKMENT
Q� SEE DETAIL 30, PSH 2D-1
WOODS •UE D k. / PU PWOODS
PUE 4 R
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"1/ TRENCHLESS INSTALLATION
. 54" WELDED STEEL
REMOVE 16 LF v'
T— — - W T— — — —
— — —T— — ji —T— — T
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PLUG o LL g JB �'v/MH NC 87 (OLD STAGE ROAD)
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t♦ 1 Glenwood Avenue R—256/CA I 4A
co - DENOTES TEMPORARY TRel:919.NC9977 ROADWAY DESIGN PAVEMENT DESIGN
411' Te1:919.789.9977
DETAIL 3 DETAIL 29 DETAIL 30 IMPACTS IN SURFACE WATER ENGINEER ENGINEER
RIP RAP AT EMBANKMENT RIP RAP AT EMBANKMENT License:
PIPE OUTLET CHANNEL STABILIZATION 1�/� License:C-2197
(Not to Scale) (Not to Scale) (Not to Scale) $ DENOTES IMPACTS IN Engineering B Construction,Inc.
Natural Bed SURFACE WATER — INCOMPLETE PLANS
Elevation 10'min. 10'm ln. DO NOT Use FOR 4/W ACQUISITION
hid
ch Ditch / /m20' p' DENOTES EXCAVATION
� ► GEOTEXTILE GEOTEXTILE IN WETLAND
Channel Bed
Len th= 18 Ft. (Variable)
9 Type of Liner= 14 TONS,CL I Rip-Rap TYpe of Liner= 12 TONS,CL I Rip-Rap ****** DENOTES MECHANIZED DOCUMENT NOT CONSIDERED FINAL
Type of Liner= Est.42 Tons of Class IRip-Rap-Keyed-In Geofe#ile= 21 SY Geote#ile= 19 SY *****'x'
CLEARING UNLESS ALL SIGNATURES COMPLETED
STA.15+62 —L2— LT FROM STA.15+44 TO STA.15+62 —L1— LT FROM STA.15+65 TO STA.15+76 —L1— LT
25' 12.5' 0' 25' cis'es`G U.0 .-SCALE I °'
SEE INSET 4A
TEMPORARY SURFACE
//�/i 1/ CLASS I R11�tRAPAN/NE7' /- 7�
WATER IMPACTS I- — 1 /1 I/I SEE DET JL-1, P$H 2/D-1/
CLASS I RIP RAP AT EMBANKMENT — 4 / /��j/�ii4 I //// /�
SEE DETAIL 29, PSH 2D-1 /1 j / /// �� / �5 / / / n\
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MEMO
PERMIT DRAWING
SHEET 7 OF 69
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m' PROJECT REFERENCE NO. SHEET
A. 5 62 ' 1 R-256/CA I PFL-/
DWAY DESIGN HYDRAULICS
I -, - ENGINEER m ENGINEER
I IllIllIllIllIll _ II! I ®Iw�TnUSEPOR % CQUI AION i
I IHIlIlIllIHIl •, KEW 90 ,DFI' I PERMIT ��!I
.. „ mil
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
43 14'�. i N... 1 Glenwood Avenue
Tel [phone]
N H O L E .1 . Fax:[phone]
License:C-2187
/ Engineering&Construction,Inc.
V EL V= 40.46' Ill H
-� 1=WA I■11=
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0' SEE INSET 5A / / / l �O/4 PROJECT REFERENCE NO. SHEET NO.
/ / / 1GlenwoodAvenue R-256/CA I 5
_ -L2- -Y2A- Releign,Nc 27so3
/ / Te1:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
PISLO 16+07.83 PI St0 24+24.70 PI Sta /3f35.37 PI Sta 15+60.60 // Fax:[phone] ENGINEER ENGINEER
A = 4°04'//.5"(LT) A = 4°04'11.5"(RT1 A = 34°18'41.2"(LT) A = l8°21'00.8"(RT) / / / License:C-2197
D = 0°29'53.6" D = 0°29'53.6" D = 22°55'05.9" D = 22'55'05.9" / �/ SITE 2 Engineering&Construction,Inc.
L = 8/6.87' L = 8/6.87' L = 149.71' L = 80.07' l
T = 408.61' T = 408.61' T = 77.18' T = 40.38' �/ INCOMPLETE ICE ACQUISITION
PLANS
/ j DO NOT USE FOR t/W ACQUISITION
R = 11,500.00' R = 11,500.00' R = 250.00' R = 250.00' I -* l �l
SE = NC (2.5%) SE = NC (2.5%) SE = SEE PLANS SE = SEE PLANS CLASS I RIP RAP 1 / 3 Y2 POT Sta.9+23.OG
/ Y� EST 15 TONS /p/
�EEST 30 SYGF .. r m•'Q
Y2 Y3 FILL IN'lWETLANDS ••�J '' P V 4 MECHANIZED CLEARINGcl
PI Sta 12+61.42 PI Sta 14+12.82 PI Sta 10+95.26 PI Sta /2+70.29 O ��,',; / • >, , o 4
A = 48'16'27.3"(RT) 74 � �z''FJ -Y2- POT Sta.10+00.00
A = 32°54'37.7"(LT) = l3°l0'4/.5"(RT) = 2/°0/'15.4"(LT) /
D = 22'55'05.9" MECHANIZED CLEARING /l� _ SPECIAL LATERAL (P DOCUMENT NOT CONSIDERED FINAL
D = 22°55'05.9" D = 14°19'26.2" D = 22°55'05.9" TOWN OF SANDYNELD 2-FT BASE DITCH
L = 143.60' L = 92.00' L = 91.72' T =212.02' l f � SEE DETAIL 1,PSH 2D1 O� UNLESS ALL SIGNATURES COMPLETED
T = 73.84' T = 46.20' T = 46.38' T = 25020' EXCAVATION IN WETLANDS /- 10 '//
R = 250.00' R = 400.00' R = 250.00' I -* / TRUE LIGHT
SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS 0,0f
I MONNIE LEE ANDREWS O '0
\ ///
/ _ r,'f APOSTOLIC CHURCH
1r- JUANITA ANDREWS 75
****** DENOTES MECHANIZED / ® MECHANIZED CLEARING -Y2A- PT Sta.16+00.29 W
/ CLASS B IP RAP
****** CLEARING -9�M� / - TOE PRO ICTION
PRAP N
\ / / /, SEE DETAIL 27, H 2D-1
/ �/r DENOTES
WETLAND
¢ 4 // / W
�g Y2A PC St .15+20.22 vWi
50' 25' 0' 50' \ _Y2A PT Sta.14+07.90 0 0
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//� WETLAND GRAPHIC SCALE -Y2- POT Sta.11+46.20= 1101111
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PERMIT DRAWING ''• 4
, i ��f F F o I�
SHEET 9 OF 69 r y W � J \ \ litaill �. ' c c 0 �N
_____________________
© F / 1
PRNArE POND \ WILLIAM A SPENCER WOODS V • / �F /' \\ F C / C ✓ SPECIAL UTE
KIMBERLY A SPENCER J ,.
�. -) .. - PC Sta 11+ /cif` / • 2 SEE DETAIL 21 L
875 / �
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WOODS 4 0 �.. O CULTIVATED ///` • ® B l9'CONC --. J
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C2 E csi WILLIAM A SPENCER a t��' I SPECI /ILAT ) U
-L2- PRC Sta.20+16.09 KIMBERLY A SPENCER Q -Y2- PT Sta.13f31J8 . SPECIAL LATER TCH `A' ' IrcM I I
EEE YYY ,�VV ISBLKD
11r
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GGYY /
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/ / I / / WOODS L 48"C � I
�' IA
`'C.1 "- \ SEE DETAIL 7,PSIi320.1 �r� a MT /
O IVI ER 1'va/ N/ _ f AN �soANc /// P Sta.28+32'7 LB.(23'LJ_ COREY C SHAw
PLANTER �y / °g/ e / / L S E Sta.28+3° 9 L.A. 13 '
KIMBERLY A SPENCER -1L2- OC Sta.26+9(024_, * \ v'� l
{0 0 db Y2 PT Sta.14+58.6/ / /
73 KA POT 5 ?5 22.S�x ©© •
APE IAL LATERAL N'.TCH /
5¢ �'SoiC_=_=\ \ / / tP I,�/}� F / / r� S E DETAIL b,PS 20.1 I
.' * I P BPA'VH DITCH i \ \ / !'�7 P PUT /
11 1 � • SIIVV ECL�LA E7 //j ,n., S ECIA Lp7E&AL'V'MITI�CH DITCH 11
�^' 0 0 SEE DETAIL/5 PSH 2 4 \ \\ 7 I �,' o JISfE D C,. b,J H D/1 �¢ O / 4'
k I I PUE pUE ` E •f/.1•';'� E 0_ 4�; /// w JOHNNY SHAW GRASS 'a
Q Q Q PU PUE��PUE I I Q�S ' �eLK`� m/ Te E E E E p
ptic
Q0 LANSCAPING TIMBERS -- ; -, .00 ` 15 G Cr- OMNI WODDSO
_ tli
ALSE SUMP
O O - SEE DETAIL 37
+ C3 L' * •o a.ryr3>• IN --211Wilii- 0
P \ -- UL TIVATED �•� �..i HOUSE/EM M
p O� it Q Q 4 d MMV790 cia•T-Pair,: PSH 2 I -� 1 v - _ _ ��r M
D 1 �tS�
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Q Q a- Y�� ? / EIP I� `_- R w I - •ii. Q--- --is EP ,Y •- 9UJ
--ram_IP .---=- --- -` '--- a. _ -: ^� 'i^ iibLW- -- _ _ �,-� _- v� - - -
1A J J ---- NC: (OLD STAGE HWY) -_ DI o.i F/ I I W
W I 1 32'PAVED ROADWAY ,\ DI ' _ W ILI
_ _ --rc ---- rc ---- 1c rc rc----�_�- 6C ` � /� ---- R E) E - -1c . 15EMDVE- I
J J \__ c - \ i// 'T IS'RCP ..,-CP b-
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V'U[[[{{{f}}��� �/ 2; �[ ': �� 'eDNW o'�►�♦� ?��`��-.'1, / CULTIVATED
< I Q PUE p��F PUE srtunc u,!AL'+E PU �� (x)-5-
1 41 ►VFt•�O�O� am l y ' STANDARD 2-FT DITCH
WOODS II SPECIAL LATERAL 2-FT BASE DITCH xa l�V� ���`A �` / w/CLASS B RIP RAP
2-FT DETAIL
DITCH SEE DETAIL 2,PSH 2D-1 `% PUE ` I �Cj���C`P�r�`���,� PUE '� PUEstt UtIAIL io,rSl1 Ply PUE
SEE DETAIL 4,PSH 2D-1 _ __ k a «���/:-�' �• L=75FT;GRADE -F IBASE DITCH
-Y3-POT Sta.
SSta./0+00.00 1' / L,\/l'I+��144,„1•////7/ TO'? T; EST.DDE=38 CY 3.32% SEE 2-FTDETAIL
DITPSH 2D-1
JOY OWEN MORGAN �� k /►�'1j'�u���G r;d F�
HOBSON MORGAN /u+ �` J 10 A I_ ♦ / ^ 12
ANDREWS DR ���� S/
3
113 O a `�` /3 / Y s:://1/
r SEE DETAILIL 28 DP H 2D-1 SHERMAN BLANKS
200 Ilf '� // /��-:::.�• L=56 FT;GRADE=1.53%
-Y3- PC Sta.10+48.88 ♦������ ' EST.DDE=9 CY57 57 /14.161111:.
A�1�i�1 . RETAIN EXISTING DITCHY3 PT Sta.11+40.60 ��, STANDARD 2-FT DITCH -LI- POT Sta.28+3/.59 L.B.(35'RT)
100 100 \ � vrcLAss B RIP RAP -L- POT Sto.28+31.59 L.A.
-o -Y3- PC Sta.11+58.27 - *a' poi �_L; NC 8 5646 5646 NC 87 W •; '.,4 / 4, SEE DETAIL 15,PSH 2D-1
'V'DITCH '��' ♦ L=50 FT;GRADE=1.0%
d 7200 213"\ ('213 7200 SSE%ETAILE 24,RAL PSH 2D1 ' ����/ .- \ -
\\ TS ••E=25 CY
0 HELIA 'i �i SPECIA*• I N'DI
0 300 300 5 , '•� /., SEE Dj - •.=
MATCH LI N E -Y - '. 1 +5 1.1 1 SEE SHEET 15 FOR -L2- PROFILE
s- 427 SEE SHEET 16 FOR -L- PROFILE
2021 DT 600 SEE SHEET 13
2040 DT /
SEE SHEET 25 FOR -Y2- PROFILE
��c WOODYARD RD / - SEE SHEET 26 FOR -Y2A-AND -Y3- PROFILE
oar -- SEE SHEET 2B-4 FOR INTERSECTION DETAIL OF -L2-/Y2-AND -L1-/Y3-
05a SEE SHEET 2D-1 FOR DRAINAGE DITCH DETAILS
7!rr
m:_

J�-J /� ��'`!tl ti'" I \ \ 'y1 N \ , D C 5' I / �l / / •%SO/� - PROJECT REFERENCE NO. SHEET NO.
N / S E a N T ,a< <I /l /! / /^ _ _ _ 1 Glenwood Avenue R-256/CA I 5
-L2- -Y2A- / 1 l / ( \ l / / / Raleigh,NC 27603 ROADWAY DESIGN PAVEMENT DESIGN
s0 3 f \_. / I 1 / ( \ Te1:919.789.9977
v/ PI Sto 16+07.83 PI Sto 24f24.70 PI Ste /3135.37 PI.Sto 15+60.60 f / / / PI
F.919 789 9591 ENGINEER ENGINEER
> A = 4°04'//.5"(LT) A = 4°04'11.5"(RT1 A = 34°18'41.2"(LT) A = l8°2/'00.8"(RT) ) I n\ , )-1 / / /up
S License:C-2197
fw D = 0°29'53.6" D = 0°29'53.6" D = 22°55'05.9" D = 22'55'052 ! / )/ 1 I ITE 4 _ Engineering 8 Construction,Inc.
L 8/6.87' L = 8/6.87' L = 149.7/' L = 80.07' 1 r \ , * XY/I/ K INCOMPLETE PLANS
v T = 408.6/' T = 408.61' T = 77.18' T = 40.38' l `NI-7 y i , \ 'i /ll `) / c \ / DO NOT USE FOR t/w ACQUISITION
R = 11,500.00' R = 11,500°00' R = 250.00' R = 250.00' ^ / 1 (SE = NC (2.521 SE = NC (2.5X) SE = SEE PLANS SE = SEE PLANS \ ' ) �I RAP / -Y2- POT Sta.9+23.0G \ir\ c/ /
e
\ C / Yam` �' � 5T 15 TONS " ^� /I' Y2- -Y3- I °F V r \/ 'E! N'lWT 30 SYGF a . 4C / ���- �.< / /
` 5 - \I \ ,1 .r ' ECHAWIZED TARING , /
I PI Ski 2°541.42 PI Sta ' 01282 PI Sta /01 15.4 A St 48'16'273"(RT) � J TOWN ANDY�ANIZED CLEARIr G �� • %,- r - 2-/'CT Sta.10+00.00 �L
L I IANDS
/
\( A = 32°54'37.7"(LT) _ l3°l0'4/.5"(PT) = 2/°0/'15.4"(LT)
'S D = 22°55'05.9" D = 14°19'26.2" D = 22°55'05.9" D - 22'55'05.9" \ SP CIAL LATERAL DOCUMENT NOT CONSIDERED FINAL
-T BASE DITCH
Ni L = 143.60' L = 92.00' L = 91.72' L = 2/0.64 ) / "�,) EE DETAIL 1,PSH zo-1 J�� / C / UNLESS ALL SIGNATURES COMPLETED
( T = 73.84' T = 46.20' T = 46.38' T = 112.02' / \ I /� �/� lO
M \ R = 250.00' R = 400.00' R = 250.00' R = 250.00' \ j 1 EXCAVATION INETLANDS t�' /0/� I \ / l' r/ 7.
\ ` // �/ d ) VON E LEE�NDREWS < ' J9 TRUE LIGHTa�-
SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS P, \ - ' / / A/ ( 7 5 )APOSTouC CHURCH ^`
/ / / / / � / JUA ITA DREWS c < ._
****** DENOTES MECHANIZED \ l I I \ / �6 l > l <^ \�� /�� • �MECHANIryED CL RNG 55 ` Y2 �PTj3to +00.29 A 'b W
****** CLEARING ` --7)�5 J -g�M� e/ /f \ \ \ l ) \ cLASSB IP Po.4P
a 1 bb TOE PRO CTION C,..,
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E IN WETLAND I �> - �� J _ l / ` - f A fC St .15f20. /-- ) cn
50" 25' 0" 50' / \i - J �,6, Y2A- P! Sta.14+07.90 \_ la F DENOTES FILL IN �` (J l c� H y]'7Z�58.19 \ Ilk O
//// WETLAND GRAPHIC SCALE \ 1�� -Y2- POT Sta.11+46.20= t, ��l _ m �% y J \ 0
L - POT Sta.9+99.22 4 /(% F r I
PERMIT D RAW I N G Ao � ___, -7 - ifitirer
. �'^� �� F < Q• FF�- "� �i ..�eF' / 7- __ zUu': .S rF �\ F te �« C� QSHEET 10 OF 69l 8F� W 4) y i G p
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1 Glenwood Avenue R-256/CA I 5A
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Tel:[phone] ROADWAY DESIGN PAVEMENT DESIGN
Fax:[phone] ENGINEER ENGINEER
License:C-2197
Engineering 8 Construction,Inc.
INCOMPLETE PLANS
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Raleigh,NC 27603
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License:
ENGINEER ENGINEER
30 - License:C-2197
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Ti/ ip 1 Glenwood Avenue
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INCOMPLETE PLANS
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INCOMPLETE PLANS
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PROJECT REFERENCE NO. SHEET NO.
r MME 1 Glenwood Avenue R-256/CA I 7B
Raleigh,NC 27603
41 Te1:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
Fex919.789.9591 ENGINEER ENGINEER
License:C-2197
Engineering&Construction,Inc.
INCOMPLETE PLANS
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N 1 Glenwood Avenue PROJECT REFERENCE NO. SHEET NO.
DETAIL 18 DETAIL 32 R-256/CA I 7C
CHANNEL CHANGE PIPE OUTLET CHANNEL DENOTES IMPACTS INS TelRol:919789.99773ROADWAY DESIGN AVEMENT DESIGN
NOt tO Scale 8:///
SURFACEWATER F.:919.789.9591 ENGINEER ENGINEER
(Not to Scale) License:C-2197
,\O( Engineering&Construction,Inc.
Natural �ta'r�raI oe Mu'rii
3`'..St‘
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Natural c Fill Slope nNc NA, nF 'a.'�, 0�,� d no NOT use FOR t/w ACQUISITION
Ground di—
�D ` 764si DENOTES TEMPORARY2.D,� SIMPACTS IN SURFACE WATER
CF MATTING H Min.D= 2.5 Ft. Exist.Channel CHANNEL BED 25' 0' 25'
Length= 24 Ft. (Vadablelp— p I „//
Max.d= 3.0 Ft. If�C \daito°
e= s.o Ft. ' d= TOP OF BANK. E DENOTES EXCAVATION scALE p45
Est.= 53 Tons of Class I Rip—Rap IN WETLAND DOCUMENT NOT CONSIDERED FINAL
Type of Liner= Class I Rip Rap;Thickness'=2.0 Ft. UNLESS ALL SIGNATURES COMPLETED
AT STA.22+75 —RPD— LT
FROM STA.10+75 TO STA.11+02 —DR5— RT
1/7/y/ DENOTES
FI
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I N S E T 7 C CLEARING SHEET 32 OF 69
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N 1 Glenwood Avenue PROJECT REFERENCE NO. SHEET NO.
DETAIL 18 DETAIL 32 R-256/CA I 7C
CHANNEL CHANGE PIPE OUTLET CHANNEL /S/� DENOTES IMPACTS IN !. I Tel:9Ralei19789.99773 ROADWAY DESIGN PAVEMENT DESIGN
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(Not to Scale) C License:C-2197
,\O( Engineering&Construction,Inc.
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3`'. kte( Proposed Ground r>o d Mk3 io -C round INCOMPLETE PLANS
Natural c Fill$lope nNc N,lo nF - .". d no NOT use FOR t/w ACQUISITION
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2.D,-4 Os IMPACTS IN SURFACE WATER
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Length= 24 Ft. (Vadablel I „//
Max.d= 3.0 Ft. If�C \da,e= s.o Ft. d= TOP OF BANK. E DENOTES EXCAVATION scALE �•'
Est.= 53 Tons of Class I Rip—RapI N WETLAND DOCUMENT NOT CONSIDERED FINAL
Type of Liner= Class I Rip Rap;Thickness=2.0 Ft. UNLESS ALL SIGNATURES COMPLETED
AT STA.22+75 —RPD— LT
FROM STA.10+75 TO STA.11+02 —DR5— RT
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PROJECT REFERENCE NO. SHEET NO.
— R-2561CA PFL-2
Lc HORIZONTAL SCALE' 1 r=-40T ROADWAY DESIGN HYDRAULICS
0 20 40 ENGINEER ENGINEER
-LogIglii------ INCOMMPLET]E PLANS
DO NOT USE FOR 3%W ACQUISITION
VERTICAL SCALE: 1"=8'
0 4 8
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
wntit .
1 Glenwood Avenue
Raleigh, NC 27603
wP Tel [phone]
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�'- License: C-2197
Engineering &Construction, Inc.
2STA. 27 -F87 -Y-
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o- PROJECT REFERENCE NO. SHEET NO.
ru 1 Glenwood Avenue
R 70
Raleigh,
NC 9977 ROADWAYY DESIGN DESIGN PAVEMENT DESIGN
F.co 91 7 1 ENGINEER ENGINEER
DETAIL // ' - Lcense:C2197
STANDARD BASESE A DITCH F DENOTES FILL I N WETLAND Engineering&Construction,Inc.
(Not to Scale) INCOMPLETE CLANS
Natural Natural PERMIT D RAW I N G DO NOT USE FOR t/W ACQUISITION
Ground a.? 3:•• Ground * * * * * * DENOTES MECHANIZED
D
d= * * * * * * CLEARING SHEET 35 OF 69
-- -- -- -- -- --
Geotextile B Min.D= 3.5 FT.
Max.d= 3.5 Ft. E E DENOTES EXCAVATION 25' 0' 25'
B= 4.0 Ft. / IN WETLAND A�IL**�1.■ DOCUMENT NOT CONSIDERED FINAL
Type of Liner= Class I Rip-Rap E E VlMiICr SCALE \ee UNLESS ALL SIGNATURES COMPLETED
STA.12+00 —RPD— LT \
N.J S El' 7D
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(No,To
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Natural Natural WETLAND INCOMPLETE PLANS
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lit * * * * * * DENOTES MECHANIZEDNIZED SHEET 36 OF 69
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REFERENCE
PROI RT 256ICAN0. I SHEET NO.
DETAIL 36 DETAIL 41 iGlenwood Avenue
co Raleigh,NC 27603 ROADWAY DESIGN PAVEMENT DESIGN
RIP RAP AT EMBANKMENT RIP RAP AT EMBANKMENT Te1:919.789.9977
(NoT to Scale) (NoT to Scale) DENOTES TEMPORARY License
ENGINEER ENGINEER
rs/,4
License:C-2197
10'min. 10'min. IMPACTS IN SURFACE WATER Engineering 8Construction,Inc.
INCOMPLETE PLANS
Ditch l,o'min. 2 0' Ditch ed �S/,g� DENOTES IMPACTS I N DO NOT USE FOR 1/W ACQUISITION
Grade Grade 1.0'min. 2.0' Q/ /
>ti� SURFACE WATER 25' o' 25'
GEOTEXTILE GEOTEXTILE NO \ aC �TilL IILSCALE
�/ DENOTES EXCAVATION
TYpe of Liner= 7 TONS,CL II Rip-Rap TYpe of Liner= 30 TONS,CL II Rip-Rap E/ IN WETLAND
Geotextile= 10 SY Geotextile= 50 SY DOCUMENT NOT CONSIDERED FINAL
FROM STA.71+16 TO STA.71+30 -L- LT FROM STA.70+91 TO STA.71+41 -L- RT DENOTES MECHANIZED PERMIT DRAWING UNLESS ALL SIGNATURES COMPLETED
CLEARING SHEET 37 OF 69
I N S ET 7 E - --
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3 % NSURFACE WATER
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EMBANKMENT AND RE-ESTABLISH CHANNEL
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REFERENCE
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PROI RT 256ICAN0. I SHEET NO.
DETAIL 36 DETAIL 41 iGlenwood Avenue
co
Raleigh,NC 27603 ROADWAY DESIGN PAVEMENT DESIGN
RIP RAP AT EMBANKMENT RIP RAP AT EMBANKMENT7s/ Te1:919.789.9977
(Not to Scale) (Not to Scale) DENOTES TEMPORARY Fax[phone] ENGINEER ENGINEER
License:C-2197
10'min. 10'min. IMPACTS IN SURFACE WATER Engineering 8 Construction,Inc.
INCOMPLETE PLANS
Ditch l,o'min. 20• Ditch ed �S/,g/ DENOTES IMPACTS IN DO NOT USE FOR 11W ACQUISITION
Grade Grade 1.0'min. 2.0' Q/ / �IL��r�
,tip SURFACE WATER 25' o' 25'
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Geotextile= 10 SY Geotextile= 50 SY DOCUMENT NOT CONSIDERED FINAL
FROM STA.71+16 TO STA.71+30 -L- LT FROM STA.70+91 TO STA.71+41 -L- RT DENOTES MECHANIZED PERMIT DRAWING UNLESS ALL SIGNATURES COMPLETED
CLEARING SHEET 38 OF 69
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CV MMMME1E1111C ROADWAY DESIGN HYDRAULICS
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I 70 DOCUMENT NOT CONSIDERED FINAL
I BM2 ELEVATION = 38J9' I UNLESS ALL SIGNATURES COMPLETED
N 228744 E 2217948
-L- STA 54+3572 86.96'RIGHT
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56 57 58 59 60 61 62 63 64 65 66 67 68 69 70
BRIDGE HYDRAULIC DATAEll EMI � PERMIT DRAWING
DESIGN DISCHARGE = 47/0 CFS SHEET 42 O F 6 9 I
PA
DESIGN FREQUENCY = 50 YRS \
DESIGN NW ELEVATION = 141) FT \ I
BASE DISCHARGE = 2257 CFS: ■���������
I 1 BASE FREQUENCY = 100 YRS I ■■■s 0
BASE HW ELEVATION = 15A FT ;
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OVERTOPPING FREQUENCY= 500+ YRS
OVERTOPPING ELEVATION = 26.6• FT ; BM3 ELEVATION = 22.44'
MI N 227677 E 2219532 1
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DATE OF SURVEY = JUNE 20/8
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I I 1
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PI= 77+00.00 1 K = 3088
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0- 1 PROJECT REFERENCE NO. I SHEET NO.
,!� 1 Glenwood Avenue R-256/CA 8
CO • ROADWAY DESIGN PAVEMENT DESIGN
Fe1:919.789.9977 ENGINEER ENGINEER
rQ I5, VS Raleigh,NC 27803
J\ Fa 919.789.9591
'— License:C-2197
\ \ 'ZZ DENOTESCLEARING PERMIT DRAWING o�6 Engineering&Construction.Inc. INCOMPLETE PLANS
\ * DENOTES MECHANIZED SHEET 43 OF 69 � , DO NOT USE FOR W ACQUISITION
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W 4' J E S' •IS *IE I k SEE DETAIL DITPSH 2D-1
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/ — — �B7M \ E a -L3- POT Sta.84+16.32 L.A.35'RT. -L4-
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N / \ -. I I R = 11,500.00'
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/�/ /IW'II I ' I r �^ / •1 \ t PROJECT REFERENCE NO. SHEET NO.
\ (/ S 1 Glenwood Avenue R-256/CA 8
\ \ Raleigh,NC 27603
... pi Te1:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
\I\ \�\\ %� \ \ Fax[phone]
ENGINEER ENGINEER
_ 1 \ / / DENOTES HAND \ \� License:C-2197
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_ y0),IVI I / PER IT DRAWING I
INCOMP L1ETE PLANS
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PROJECT REFERENCE NO. SHEET NO.
1 Glenwood Avenue
N Te1:919.789.9977 ROADWAYEIDESIGN 6/ A PAVEMENT DESIGN
CO Raleigh,78.9591 ENGINEER ENGINEER
DETAIL 27 "''.10, Fax:[phone]
License:C-2197
TOE PROTECTION
I Not to Scale) Engineering 8 Construction,Inc.
i DENOTES HAND INCOMPLETE PLANS
F\die C/I , CLEARING DO NOT USE FOR t/W ACQUISITION
Natural o;\sw, '
Ground b y .5. 25' 0' 25' PERMIT DRAWING
to �/fl DE WETLAND L IN \IS'S� *1•.1�� I
d= 1.0 Ft 0'` VRAYFiI( SCALE SHEET 45 OF 69
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'*#** *# CLEARING DOCUMENT NOT CONSIDERED FINAL
TYpe of Liner= Class B Rip-Rap UNLESS ALL SIGNATURES COMPLETED
FROM STA.74+00 TO STA.77+00 -L- RT
INSET 8A _ _ _
BETTY ANN MYERS COOK F DI BASE WIDTH - - __ _
BOUT TO 5-FT AND A'DEIPg-H OF CIS
--6 FAO MATCH NATURAL 911\1\
G RouNgi p_EwrI O N
CLASS B RIP RAP
SPECIAL LATERAL SPECIAL LATERAL EST 13 TONS /
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PROJECT REFERENCE NO. SHEET NO.
1 Glenwood Avenue
N !♦ I Te1:919.789.9977 ROADWAYEIDESIGN RE A PAVEMENT DESIGN
(U Raleigh,NC27803 ENGINEER ENGINEER
DETAIL 27 Fax:[phone]
—TOE PROTECTION License:C-2197
(Not to Scale) Engineering 8 Construction,Inc.
DENOTES HAND INCOMPLETE PLANS
F\e 6t C- CLEARING no NOT Use FOR t/w ACQUISITION
Natural '\o`•\SoQe ' _
Ground b y 9 Q DENOTES FILL IN 25' 0' 25' PERMIT DRAWING
Id /Vile WETLAND .�ti� �,RgF�iR�SCALE
d= 2. Ft. I
0�` SHEET 46 OF 69
b= 2.0 Ft. Geotextile fE dl DENOTES MECHANIZED 1,0
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TYpe of Liner= Class B Rip-Rap UNLESS ALL SIGNATURES COMPLETED
FROM STA.74+00 TO STA.77+00 -L- RT
INSET 8A _ , _ _
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N is � R-2561CA
ILc
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cD m I 1 PROJ.REFERENCE NO.
N - � R-2561CA MegE
- C.:.. ii. 1 „ 76 -0 1'0
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PERMIT DRAWING C
SHEET 48 OF 69.Dail ,,,,��,,,
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PROJECT REFERENCE NO. SHEET NO.
cr
cr
1 Glenwood Avenue
N Y ' I ENGINEER DESIGN
/0
oQ Raleigh,NC 27503
Te1:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
DENOTES FILL IN P1 Sta /9+5/.92 Fax:[phone] ENGINEER
WETLAND A = l7°57'59.5"(RT) License:89997
Engineering&Construction,Inc.
D = 1°00'09.7" INCOMPLETE PLANS
DWAYNE WILLIAMS E***** DENOTES MECHANIZED L = 1,79/.8/' DO NOT USE FOR tdW ACQUISITION
CONSTANCE W.WILLIAMSE*** * CLEARING T = 903.32'
50' 25' 0' 50' S.E.= 3%
R.O.= BI'
c R MC.SCALE
,,nn��� Old
Np p a a I 2 UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
\ .
SHEET 49 OF 69 UWA YrJE WILLIAMS
CONSTANCE W.WILLIAMS
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DWAYNE WILLIAMS
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Fky l TOE PROTECTION1
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/ / SEE DETAIL 2,PSH 2D-1 //�/}
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/ I 1 / \ ( ls- PROJECT REFERENCE NO. SHEET NO.
N / ( A �'S Rol enh,NC 27enue R-256/CA l0
CO \f, \ V \ r Raleigh,NC 27893
\ ( ROADWAY DESIGN PAVEMENT DESIGN
( n \ I / 1 \ \ ��F/ � DENOTES FILL IN —Y— F.:9 9.7899977
c� f \ \ �_ /-- p/ Fax:[phone] ENGINEER ENGINEER
\ \ J / I \ \ / G WETLAND PI Sto /9+5/.92 License:C-2197
r A = /7'57'59.5"(RT)
\ \ Engineering&Construction,Inc.
\ \ \ N\ \ > \ ' / E***** DENOTES MECHANIZED D = 1'00'09.7 INCOMPLETE E PLANS
DWAYNE WILLIS E***** CLEARING L = 1,79/.81' N, DO NOT USE FOR 1/W ACQUISITION
\ \ \,..,., \ \\(— I ,/ CONSTANC\E W.WI LIAMS ✓N T = 903.32'
\
\ R = 5,714.14'
\ \ \ \\ 9� , \ l \ / 50' 25' 0' 50' S.E.= 3% \
\ � / — R.O.= 8/'
\\ \\ \ \ L ��IfC�SCALE \ \\ \� ��
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, PROJECT REFERENCE NO. SHEET NO.
1 Glenwood Avenue
I Tel:[phone] ROADWAY DESIGN/ A PAVEMENT DESIGN
cD Raleigh,NC 27603 ENGINEER ENGINEER
Fax:[phone]
License:C-2197
Engineering&Construction,Inc.
INCOMPLETE PLANS
DO NOT USE FOR t/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
25' 0' 25' UNLESS ALL SIGNATURES COMPLETED
DETAIL 27 MINI-.SCALE 1
TOE PROTECTION
(Not 1Q Scale) PERMIT DRAWING
< �F/,F� DENOTES FILLD IN
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Ground b Q
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d= 1.0 Ft. E * * * * * CLEARING
b= 2.0 Ft. Geote#ile
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FROM STA.12+73 TO STA.13+26 —Y— LT
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1 Glenwood Avenue
41 I Tel:[phone] ROADWAY DESIGN/ A PAVEMENT DESIGN
cD Rax919gh NC27893 ENGINEER ENGINEER
Fax[phone]
License:C-2197
Engineering&Construction,Inc.
INCOMPLETE PLANS
DO NOT USE FOR t/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
25' 0' 25' UNLESS ALL SIGNATURES COMPLETED
MIlilt.SCALE 1
DETAIL 27
TOE PROTECTION
(Not to Scale) Fla yy/� DENOTES FILL IN
�e< PERMIT DRAWING WETLAND
Natural 3•�ol•cyc a SHEET 52 OF 69
Ground b 1F` f * * * * * DENOTES MECHANIZED
Jd E * * * * * CLEARING
d= 1.0 Ft.
b= 2.0 Ft. GeoteMile
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FROM STA.12+73 TO STA.13+26 -Y- LT
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L.
� 1 Glenwood Avenue
'r DENOTES TEMPORARY \ -Y- -DR3- R-256/CA I 11
co ,s7Raleigh,NC 27803
IMPACTS IN SURFACE WATER Te1:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
PI Sto 19+5/.92 PI Sta 11+66.85 ENGINEER ENGINEER
Faenoe:789.9 7
���� DENOTES IMPACTS IN PERMIT DRAWING 0A = l7°5T59.5"(RT) A = 33°20'27.8"(RT) 91
•
License
S SURFACE WATER D = 1°00'09.7" D = 38°11'49.9 Engineering&Construction,Inc.
\s\
SHEET 53 OF 69 L = 1,79/.8/' L = 87.29 INCOMPLETE PLANST = 903.32' T = 44.92' �, DO NOT USE
FOR Pon t/w ACQUISITION
A DENOTES FILL IN \ R = 5,7/4./4' R = 150.00' \I II
WETLAND S.E.= 3% S.E.= NC (0.025) AA ll_
R.O.= 81' �� 2 0
-*****- DENOTES MECHANIZED a3NP I I
dE iE iE CLEARING 50' 25' 0' 50' \ -DR4- NPO NN I I
G PTirC.SCALE Is PI Sta 10+57.37 PI Sta 11+33J0 / I I I DOCUMENT NOT CONSIDERED FINAL
\ p = 2/°27'32.4"(LT) A = 24'24'/3.8°(RT) I I UNLESS ALL SIGNATURES COMPLETED
D = 57°17'44.8" D = 57'17'44.8" I
L = 37.45' L = 42.59' 1 I
T = 18.95' T = 2/.62' y p l I R = 100.00' R = 100.00'
S.E.= NC (0.025) SE.= NC (0.025) I I
II
II
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CONSTANCE W.WILLIA * Sc/ / JOHN C.STOCKS \ �9,M / c®��y
S SE�UETAtt�PSH`2bH � \ ��lk\
s /\ •R3- PC ta.11+2/1
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REMOVE EXI ` F 4-) . Q \ I �`\04,\11,k1!
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JOdom iiii It.,. f�ooD — oo.• / E \���SOOOM '� - \� V 11 cfR3w / SPECIAL LATERAL
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DETAIL 2 PSH 20.
d' •ems-'i►• ,� .•��F ''u++ ', �DO�— -- . _ " fUE�— PU—RAY PUE -��\
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CLASS'B'RIP RAP CLASS'e'RIP RAP
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EST 2 TONS EST 2 TONS
11! WoOpS 0 C -
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LZ y -Y'STA.17+36 RT "ES�7 SYGF PU PUE 1 . St, A � P �fJ I
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SPECIAL LATERAL SURRFA W CLA551 B'RIP RAP Y1 DRY ,p er I a- -_ 11 W W
2-FT BASE DITCH.-- ".> RIP RAP AT EMBANKMENT TOE PROTECTION SEE..ETAIL 6,IPSH 20.cJ Q 0 Q •. isnnc Riw ` --
w 11� SEE DETAIL 31,PSH 20.1 T
SEE DETAIL 20 SEE DE AIL 27,PSH 2D-1 3 C3J C? J 20{r /
/ '1:.. ,: g �� III Fi,p GD Q ,`` �W SOS P.- J
F �I R4s'' PT-A e I
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SHERRILL D.RIDENHOUR / - � I I I % R �' p 4 p /i i C
- WILLIAM WESTMORELAND-,, WILLIAM WESTMORELAND // / m
/ -. \- /�L' / MARIA WESTMtRELAND \ C MARIA WESTMORELAND XII I I R4 Y PC 11+1/,47 /
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SEE SHEET 27 FOR -DR3- PROFILE
N�a I ` SEE SHEET 2D-1 OFOR DRAINAGE DITCHDITCH DETAILS

IMrrrrr
V PROJECT REFERENCE NO. SHEET NO.
� 1 Glenwood Avenue
N \\ /T,,sr' 'r DENOTES TEMPORARY -y- -D,43- I R-2ESIGN 11
up
�N Raleigh,NC 27603
IMPACTS IN SURFACE WATER Raleigh,
919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
l \4. PI SlO 19+5/.92 PI Sl0 /1+66.85 ENGINEER ENGINEER
License 9.789.9591
�, A = l7°5T 59.5"(RT) A = 33°20'27.8"(RT) License:C-2197
\stl�l I��// DENOTES IMPACTS IN PERMIT DRAWING D = 700'09.7° D = 38°ll'49.9 Engineeng&Construction,Inc.
S �i �i SURFACE WATER L = 1,79/.81' L = 87.29' INCOMPLETE PLANS
\ SHEET 54 OF 69 • \\V AID\ O ' DO NOT USE FOR t/W ACQUISITION
T 903.32' T = 44.92' � Of
\\ �� F DENOTES FILL IN \ R = 5,7/4.14' R = 150.00' \ \\ \ \
\ \� x . WETLAND \. \ 'L S.E.= 3% S.E.= NC (0.025) ' 1 `I II
\ R.0.= 81' X2011 \ I I
11 I •*•****- DENOTES MECHANIZED \ �\ 'g3IN 11
\ ` •*****• CLEARING 50' 25' 0' 50' \ -DR4- NPD I I
I�■ \\\� PI Sto 10+57.37 Pl Sto 11+.33.10 I I I
\ G P�irC SCALE p = 2/°2T 32.4,,(LT) p = 24°24'/3.8,,(AT) I / I I DOCUMENT NOT CONSIDERED FINAL
-- — \� /\ D = 57°lT 44.8" D = 5T lT 44.8" \ j �J I I UNLESS ALL SIGNATURES COMPLETED
�- -� / � \ \\ �\\\ \ ��\ T =38.95' T = 2/.62'7.45' L = 42.59' ��` 1 I
\ lrl \\\\� \\ �\ \ v�\ R = 100.00' R = 100.00' 01 I L� ra
I4J / 4r \ \\���� r S.E.= NC (0.025) s.E.= NC (0.025) J �// I I 1 l /
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•R-256/CA 24
I PERMIT D RAW I N G IEEE ROAENGINEDESIGN ENGINEERS
I ' 1 DESIGN DISCHARGE = 1.620 CFS I■■■
- I DESIGN FREQUENCY = 50 YRS IIII NA SHEET 6 0 O F 6 9 IEEE
DESIGN HW ELEVATION = 16.8 FT eE
E = 2104
N 226 ELEVATION 217307Ar I BASE BASE FFREQUENCY = 100 CYRSS IIIE
FROM Y- STA I0+0000 C I BASE HW ELEVATION = 17.8 FT II11
BENCH TEE SET IN/4I'PINE F •OVERTOPPING DISCHARGE= 4.000 CFS 111 I
- J OVERTOPPING FREQUENCY= 500+ YRS
• i 'OVERTOPPING
ELEVATION = 227. FT IIII 8116 ELEVATION - 35.49'
DOCUMENT NOT CONSIDERED FINAL
FT N 228232 E 2217843 UNLESS ALL SIGNATURES COMPLETED
I.,ycilll■„1,1,4,: pp = -Y- STA28+2359 33.63'RIGHT
�.. ,��-1,_ • 1 BENCH TIE SET IN /4'PINE
El li;��s'� 1l ,}_�__•
I DATE OF SURVEY = JUNE 2018 IIII N s _ pi
_ i Glenwood Raleigh,NC 27603
W.S.ELEVATION Te1,91 978 9.9 77
Telleigh,NC 2777
91
- I AT DATE OF SURVEY = l27 FT IIII i `Pl /7f50.00 9 i Li<ense:C-zt97
Engineering&Construction,Inc.
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- PIPE HYDRAULIC DATA -
•• PROPOSED 54'RCP-IV 5/o.37+50 SI1'
- ■EREE■MEWEMI DRAINAGE AREA = 337 AC :
DESIGN FREQUENCY = 50 YRS 1
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80 PIPE HYDRAULIC DATA PI- 33+8211 DESIGN DHWCELEVATION 35.6 FTIN
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DRAINAGE AREA = 47.4 AC BM7 ELEVATION = 38.39' K - 189 l00 YEAR HW ELEVATION = 359 FT
DESIGN FREQUENCY = 50 YRS - 228994STA E 42/8222
N-r- 3E 22/ 286rRiGH OVERTOPPING FREQUENCY= 500+i- YRS .
1 DESIGN DISCHARGE = 8/ CFS OVERTOPPING DISCHARGE = 122 CFS 1 1
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DESIGN HW ELEVATION = 34.4 FT „�;_,:-��,.__.,, .__ L - 1
/00 YEAR DISCHARGE = 89 CFS PI- 27+50A0
/00 YEAR HW ELEVATION = 34.6 FT EL - 49.43 ---
I •1 OVERTOPPING FREQUENCY= 500+ YRS VC - 225' _- -°- 1 -- ii�c__ ;_::....__-_ 60
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m / \ PROJECT REFERENCE NO. SHEET NO.
/7// Y R-256/CA I l2
\ \ a~ / F D E WETLAND L I N Pt Sta 53+95.97 ' Ral Glenwood
NC 27803
PERMIT DRAWING
A = /`37'22.6"(LT)
Te1:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
� DENOTES EXCAVATION SHEET 61 OF 69 D = 0°27'56.9" License:C21971 ENGINEER ENGINEER
�/ \ ( J I/ � I N WETLAND L = 348.41' Engineering 8 Construction,Inc.
WL \ . .. ., .. . . 50' 25' 0' -ay__, \ T = 174.22' INCOMPLETE PLANS
/ / .***.**.* DENOTES MECHANIZED R = 12,300.35' DO NOT USE FOR t/W ACQUISITION
-------------
CLEARING _ —
LILLIAN L.WEBB * *****� SCALE
/ JOHN--B.W'E@B 7 8U ANNA LAVERN LINDSAY v _ -
37 / / KtNNETH P.FLOWLHS —
MARIE FLOWERS /-' r--
/ / DOCUMENT NOT CONSIDERED FINAL
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v J / V i _Y_ I PROJECT REFERENCE NO. SHEET NO.
N v / ' a // DENOTES FILL IN iGlenwoodAvenue R-256/CA I 12
\\ \ \� / �~ F WETLAND PERMIT DRAWING] PI 53+95.97 I Raleigh,NC9977
a Te1:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
�:t A = /•37'22.6"(LT) ENGINEER ENGINEER
5/� Fax:[phone]
\ G(;c l V / � DENOTES EXCAVATION SHEET 62 OF 69 D = 0°2T 56.9" License:C-2197
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l WLB / T = /74.22' INCOMPLETE PLANS
/) I �3a B J '\ ` [I I DENOTES MECHANIZED 50' 25' 0' 50' R = 12,300.35' no NOT USE FOR t/w ACQUISITION
( / , , L IAN L.WEBB / ) \� CLEARING �T-I c SCALE _ 7- / ?�
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Cr PROJECT REFERENCE NO. I SHEET NO.
N ' I 14691
Glenwood Avenue R-256/CA /2A
oD
PERMIT D RAW I N G Raleigh,NC9977
SHEET 63 OF 69 Licen 9.789.1977 ROADWAY DESIGN PAVEMENT DESIGN
F.:919.789.9591 ENGINEER ENGINEER
License:C-2197
Engineering 8 Construction,Inc.
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SHEET 64 O F 6 9 Te1:919.789.9977 ROADWAY DESIGN PAVEMENT DESIGN
Fax:[phone] ENGINEER ENGINEER
License:C-2197
Engineering 8 Construction,Inc.
INCOMPLETE PLANS
DO NOT USE FOR t/W ACQUISITION
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 14+89 - 15+87 -L1- RT Roadway/Ditch Construction 0.012 0.028 0.029
1 14+87 - 16+29 -L1- RT Hand Clearing in ROW/PUE 0.021
1 15+40 - 15+64 -L2- LT Roadway Fill/54" Pipe 0.006 34
1 15+59 - 15+70 -L2- LT Rip Rap Bank Stabilization 0.002 18
1 15+66 - 15+72 -L2- LT Dewatering for Pipe Install 0.001 10
2 9+45 - 11+05 -Y2- LT Ditch Construction 0.011 0.023
2 9+46 - 9+53 -Y2- RT 2@18" Pipe/Rip Rap at Outlet 0.003 0.016
3 35+59 - 38+98 -L- LT Roadway Fill 0.285
3 36+46 - 38+98 -L- LT Rip Rap Toe Protection 0.034 0.047
4 46+49 - 47+74 -L- LT Roadway/Ditch Construction 0.077 0.035 0.024
4 18+05 - 19+16 -RPB- LT Roadway/Ditch Construction 0.102 0.050 0.053
4 18+11 - 20+19 -RPB- RT Roadway/Ditch/EC Basin Construction 0.090 0.047 0.045
4 19+62-RPB-RT-16+03-LPB-LT Ditch w/Rip Rap Construction 0.024 0.017
4 13+09 - 14+54 -LPB- LT Roadway/Ditch/EC Basin Construction 0.092 0.059 0.066
4 13+16 - 14+38 -LPB- RT Roadway/Ditch Construction 0.074 0.033 0.014
4 14+99 - 16+02 -LPB- LT Roadway/Ditch Construction 0.081 0.017 0.020
4 14+98 - 16+30 -LPB- RT Roadway Fill 0.090 0.013
4 15+63 - 16+17 -LPB- RT Ditch w/Rip Rap Construction 0.045 0.034
SHEET TOTALS`: 1.010 0.000 0.327 0.068 0.308 0.008 0.001 52 10 0
*Rounded totals are sum of actual impacts
NOTES:
Sheet 1 of 4
NC DEPARTMENT OF TRANSPORTATION
Project Totals shown on Sheet 4 (69) DIVISION OF HIGHWAYS
*Totals shown above are for this sheet only 12-17-2020
Columbus
R-2 561 CA
34466.4.5
Revised 2018 Feb SHEET 66 OF 69

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
5 37+71 - 37+82 -Y- RT Hand Clearing in TDE 0.008
5 39+12 - 40+79 -Y- RT Roadway Fill 0.080 0.142
5 40+90 - 41+10 -Y- RT 15" Pipe/Rip Rap at Outlet 0.007 0.030 0.020
6 28+43 - 28+74 -Y- LT Roadway Fill/Channel Change 0.012 0.004 0.006
6 27+01 - 28+70 -Y- RT Roadway Fill 0.026 276
6 22+65 - 22+75 -RPD- LT Rip Rap Bank Stabilization 0.009 22
6 22+65 - 22+84 -RPD- LT Dewatering for Pipe Install 0.008 13
7 17+53 - 17+76 -RPD- RT Ditch Construction 0.001 0.005
8 11+55- 12+24 -RPD- RT Ditch w/Rip Rap Construction 0.034 0.008
8 11+55- 12+19 -RPD- RT Rip Rap down existing slope 0.029 0.065
9 67+98 - 70+95 -L- LT Roadway Fill 0.231 0.135
9 70+30 - 71+36 -L- LT/RT Culvert Removal/Bridge 0.105 152
Const./Bank Stabilization
9 69+63 - 69+73 -L- LT Bridge Bent in Stream 0.001 5
9 70+89 - 71+04 -L- LT Bridge Bent in Stream 0.003 19
9 70+25 - 70+40 -L- LT Stream Access for Stabilization 0.002 10
9 70+89 - 71+04 -L- LT Stream Access for Stabilization 0.002 10
SHEET TOTALS*: 0.393 0.000 0.034 0.381 0.008 0.144 0.012 474 33 0
*Rounded totals are sum of actual impacts
NOTES:
Sheet 2 of 4
NC DEPARTMENT OF TRANSPORTATION
Project Totals shown on Sheet 4 (69) DIVISION OF HIGHWAYS
*Totals shown above are for this sheet only 12-17-2020
Columbus
R-2 561 CA
34466.4.5
Revised 2018 Feb SHEET 67 OF 69

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
9 71+01 - 71+27 -L- LT Dewatering for impervious dike 0.006 11
9 71+00 - 71+30 -L- RT Dewatering for impervious dike 0.009 34
9 70+67 - 70+67 -L- RT Stream Access for Stabilization 0.004 10
9 70+85 - 71+03 -L- RT Stream Access for Stabilization 0.004 10
9 70+20 - 71+05 -L- RT Roadway Fill 0.003 0.010
9 70+91 - 77+15 -L- RT Roadway Fill 0.205 0.163
9 74+54 - 77+15 -L- RT Rip Rap Toe Protection 0.048 0.085
9 71+08 - 76+00 -L- RT Hand Clearing in ROW 0.025
10 80+78 - 81+26 -L- LT Roadway/Ditch Construction 0.007 0.002
10 80+68 - 80+88 -L- LT Hand Clearing in DUE 0.005
11 12+85 - 13+07 -Y- LT Roadway Fill 0.002
11 12+63 - 13+40 -Y- LT Rip Rap Toe Protection 0.005 0.023
11 13+40 - 16+21 -Y- LT Clearing for Silt Fence 0.114
11 16+21 - 16+79 -Y- LT Roadway Fill 0.011 0.013
11 17+03 - 17+58 -Y- LT Roadway Fill 0.010 0.003
11 17+58 - 19+09 -Y- LT Clearing for Silt Fence 0.029
11 19+37 - 19+53 -Y- LT Rip Rap at Pipe Outlet 0.000 0.002
11 17+13 - 18+91 - Y- RT Roadway Fill 0.059
11 17+18 - 19+06 - Y- RT Rip Rap Toe Protection 0.019 0.408
SHEET TOTALS*: 0.369 0.000 0.000 0.852 0.030 0.000 0.022 0 65 0
*Rounded totals are sum of actual impacts
NOTES:
Sheet 3 of 4 NC DEPARTMENT OF TRANSPORTATION
Project Totals shown on Sheet 4 (69) DIVISION OF HIGHWAYS
*Totals shown above are for this sheet only 12-17-2020
Columbus
R-2 561 CA
34466.4.5
Revised 2018 Feb SHEET 68 OF 69

_ WETLAND AND SURACE WATER IMPACTS SUMMARY _
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
11 16+57 - 17+48 -Y- Culvert Removal/Bridge Const./
Bank Stabilization 0.037 83
11 16+56 - 16+63 -Y- LT Stream Access for Stabilization 0.001 10
11 16+64 - 17+39 -Y- LT Dewatering for Culvert Removal 0.018 38
11 17+48 - 17+59 -Y- LT ' Stream Access for Stabilization 0.010 5
11 16+84 - 17+11 -Y- RT Dewatering for Culvert Removal 0.013 18
11 16+64 - 16+78 -Y- RT Stream Access for Stabilization 0.002 10
11 17+13 - 17+21 -Y- RT Stream Access for Stabilization 0.002 10
12 47+43 - 48+29 -Y- LT Roadway Fill/Detour 0.065 0.020 0.014
SHEET 66 SUBTOTALS 1.010 0.327 0.068 0.308 0.008 1 0.001 52 10
SHEET 67 SUBTOTALS 0.393 0.034 0.381 0.008 0.144 0.012 474 33
SHEET 68 SUBTOTALS 0.369 0.000 0.852 0.030 0.000 1 0.022 65
PROJECT TOTALS*: 1.837 0.000 0.381 1.315 0.346 0.189 0.081 609 199 0
*Rounded totals are sum of actual impacts
NOTES:
Sheet 4 of 4 NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12-17-2020
Columbus
R-2 561 CA
34466.4.5
Revised 2018 Feb SHEET 69 OF 69