20160110 Ver 1_SF910132_REVISED FINAL Permit Drawings_BUFFER April 19 2016_20160425

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See Sheet 1-B For Conventional Symbo/s
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WAI�E CO U1�TY
LOCATION: BRIDGE 1V0.132 OVER SMITH CREEK
ON SR 2052 (ROGERS RD)
TYPE OF WORIt: GRADIIVG, PAVING, DRAINAGE, AND STRUCTURE
B UFFER IMPACTS
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BRIDGE # 910132
SUBMITTAL # S-149 R3
SUBMITTAI, DATF.: 04/!9//6
BLJTHE
BUFFER DRAWING
SHEET 1 OF 7
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABUSHED BY METHOD III
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF WAKE FOREST
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley >> Horn �DRAULlCS ENGINEER
PIr1NS PREP�IRED FOR
50 25 0 50 100 ADT = 17,300 VPD THE NCDOT BY: °" ��� �o���
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DHV = 2012 STANDARD SPECfFIC.3T70NS ���' ��� ��p
PIANS 6
� LENGTH ROADWAY PROJECT DB5-910132 = 0.356 JEFFREY W.MOORE,P.E. P� � e
50 25 0 50 lOa T- b% RIGHT OF WAY DATE: sfcxnn�xE: � g
PROJEC7 ENGINEER '�
ROADWAY DESlGN ENGINF,F.R � o
V= 45 MPH LENGTH STRUCTURE PROIECT DB5-910132 = 0.019 �,� �
MAY 21, 2 013 ELIZABETH LYNCH A.E. �� a@
PROFILE (HORIZONTAL) TOTAL LENGTH OF PROJECT DB5-910132 = 0.375 rno�cr nes�cN ENcrv'EFn °�°�' ��'
FUNC CLASS = RURAL oF p�A�me
l0 5 0 io 2o LOCAL LET7TNG DATE:
SUB-REGIONAL TIER MAY 21., 2013 K ZAK HAMIDI, P.E.
NCDOT CONTACT P.E.
PROFILE (VERTICAI� sicNnraxF:

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ELEV = 29/.68" - - - - - ELEV= 234A5� -L- Sfo.2it95.00
Pl = I7+08A0 - - ELEV= 233.42'
EL = 236./6'
VC = 250'
K = 66 - --- ---
��� OS = 90 �PH
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BRIDGE 970732
PERMIT DItAWWGS
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)IECT REFERENCE NO. SHEET NO.
DBS-970732 4
DWAY DESIGN HYDRAUUGS
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SHEET 2 OF 7
DATU�) DESCR[PTION
THE LUCALIZED COORDINATE SYSTE�) �EyELOPEU FOR THIS PROJECT
IS BASED ON THE STATE PLANE COOHDINATES ESTABLISHED BY
OTHERS FDR �ONU�NT "91-OH2-2"
�ITH NAD 8i/NSRS 2007 SiATE PLANE GRID COORDINATES OF
ONTHING: 8006T5.866tft) EASTING: 2145508.5041ft1 2(�Q
ELEyATION: 228.89TIft1
THE AyERAGE CO�IBINEU GRID FACTOH USED ON THIS PROJECT
(CROUND TO GRID1 IS: 0.99994051
THE N.C. LA�IBERT CRID BEARING AND
LOCALIIED HORIZONTAL GRDUN� DISIANCE FR0�) 2 SO
"91-0132-2" TO -L- STATION 22+00 IS
N 66° 38' i" E 26.17'
ALL LINEAR DII,�NSIONS ARE LOCALIZED HORIIONTAL DISTANCES
yERTICAL DATU� 115ED IS NAyD 88
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DESIGIy 0/SCHARGE = 4500 CFS BM _ 2 +� p'� � W {'
DESIGN FREQUEA/CY = 50 YRS -L- $TA 17+62.04
- END SPEC/AL I - - - - - - - - - - - - - - - - - - - - -
DESIGN hry� ELEVATION = 229A FT OFF 83.34' RT DiTCH GRAOE �T I
BASE DISCHARGE = 4900 CFS ELEV. - 229.61 ElyO SPECIAC -L- STA 2/+i4 BM-I ii
BASE FRE�[/EIyCY = IOO YRS -L- STA 21+q7,g5 � _
BASE hly� ELEVATIOA/ = 229J0 FT N 800939 E 2145182 DITCH GRADE Cr V= �
R/R SPIKE SET IN 16' PINE -t- STA 20+65 OFF 109.54' RT __ _ _ _ _ _ __ _ _ __ _ _
OVERTOPPIIyG �ISCHARGE = 10000 CFS =/ NORMA� ELEV. = 222.35' I -
OVERTOPPIIyG PRECtUEIyCY =)500 YRS BEG�Iy SP£CiA[ �l•S.EL. =N2i6.6 N 800654 E 2145416 'i �
EX4TI G
OVERTOPPIIyG ELEVATIOIy = 23/22 FT P�POSED 36"SAN�TARY DITCH GRADE Cr BRiDGE R/R SPIKE SET {-- -,-
DATE OF SURVEY 0//l6/20/4 ETyCasE,G�t�� ��eY OTnERSI -L- STA 20t8p,pp IN 12" T�IN OAK ,
G' - - - - - - -- -- --
ELEV = 2/650
�S.ELEVATIOA/ = 2/66 Fr _ . :
AT °ATE °F S��EY —L — ROGERS RD l SR 2052> STR��T�RE EX�A�AT,oN
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-L- Sfo.15+83A0 --- - --- - - ----- - -L- Sra.20+45.00 E D BRIDGE
ELEV = 29/.68" - - - - - ELEV= 234A5� -L- Sfo.2it95.00
Pl = I7+08A0 - - ELEV= 233.42'
EL = 236./6'
VC = 250'
K = 66 - --- ---
��� OS = 90 �PH
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BEGIIy SPECIAL J
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1�-rtti-' -L- STA 20t08.017 j,� � � � � �
BRIDGE HYDRAULIC DAT A E�v = 22iso �vo� . � ; �. _ . . � � � -
DESIGIy 0/SCHARGE = 4500 CFS BM _ 2 +� 029 J W I'
DESIGN FREQUEA/CY = 50 YRS -L- $TA 17+62.04 � - - - --- -
DESIGN hry� ELEVATION = 229A FT EIyD SPEC/AL -
BASE DiSCHARGE = 4900 CFS OFF 83.34' RT DITCH GRAOE LT gM-I {r
BASE FRE�[/EIyCY = l00 YRS ELEV. = 229.61' ElyO SPECiat -�- SrA 2i+i4 -L- STA 21+47.85 ' _
DITCH GRADE Cr V= �
BRIDGE 970732
PERMIT DItAWWGS
�
)IECT REFERENCE
DBS-970732
DWAY DESIGN
ENGINEER
SHEET NO.
4
IYDRAUUGS
ENGINEER
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BUFFER DRAWING
SHEET 3 OF 7
DATU�) DESCR[PTION
THE LUCALIZED COORDINATE SYSTE�) �EyELOPEU FOR THIS PROJECT
IS BASED ON THE STATE PLANE COOHDINATES ESTABLISHED BY
OTHERS FDR �ONU�NT "91-OH2-2"
�ITH NAD 8i/NSRS 2007 SiATE PLANE GRID COORDINATES OF
ONTHING: 8006T5.866tft) EASTING: 2145508.5041ft1 2(�Q
ELEyATION: 228.89TIft1
THE AyERAGE CO�IBINEU GRID FACTOH USED ON THIS PROJECT
(CROUND TO GRID1 IS: 0.99994051
THE N.C. LA�IBERT CRID BEARING AND
LOCALIIED HORIZONTAL GRDUN� DISIANCE FR0�) 2 SO
"91-0132-2" TO -L- STATION 22+00 IS
N 66° 38' i" E 26.17'
ALL LINEAR DII,�NSIONS ARE LOCALIZED HORIIONTAL DISTANCES
yERTICAL DATU� 115ED IS NAyD 88
240
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STRUC7uURE R0.30��ERT
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SPAN = i5'-4': RiSE = 6'-5'
ENGTH = 112.5'
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B RiE i' (UPS�REA�) ON Y)
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RPROTECTION BdNKS ONLYI
HY� QRAUUC DATA
ALU�IINUM BOX CULVERT A/0.30
SP,4�J = l5' 4'.RISE = 6'-5'
DESIGN DISCHARGE = 4/0 CFS
DESIGN FREOUEN�" _ `-� Y�
DESIGN lyW ELEVATIOH = 228J FT
BASE DISCHARGE = 460 CFS
BASE FREOUEA/CY = lDO YRS
BASE Hy� ELEVATION = 22850 FT
OVERTOPPING DISCHARGE = 820 CFS
OVERTOPPIA/G FRE�(lEA/CY = >50d YRS
OVERTOPPING ELEVATION = 23/94 FT
OATE OF SURVEY 0l/l6/20/4
y�S.ELEVATIOIy
AT OArE OF SURVEY = 223.6 FT
132-7
CB 15'RCP-ly
C�
� � 4�-!.-l±Fr.�+. L+i�T —
r r;�lii�a.�-�te —
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SHEEEDEZA4 9.
EST �oo Ts�rN cv� 132-9
�.
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PROIECT REFERENCE NO. SHEET NO.
BRIDGE 970I32
DBS-970732 5
ROADWAY DESIGN HYDRAUUGS
PERMIT DftAWINGS ENGINEER ENGINEER
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—���_'
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ALLOWABLE IMPACT$ ZONE 1
� ALLOWABIE IMPACTS ZONE 7
MITIGABIE IMPACTS ZONE 1
� MITIGABLE IMPACTS ZONE 2
BUFFER DRAWING
SHEET 4 OF 7
280
�' � ' � - -- - .
- - -- Pl = 34+20.00 '
EL = 25929' - ' 270
I �- - - - - - - - - - - - - - - - VC = 80' . � � - - - - -
�- - - - -- - -- - Pl = 33+15.00
�� - EL = 25/.94' K = 46 615�� � ' • I - -
05 = 90 �PH �+15� -
_ -
��- -- - - - -- -- --- - - ----- -- VC - l20'
- --- - -
' K = 79 - - - - -- - --
, - - - - - OS = 90 �PH J , - - - - - - - - 260
:_ - -
-r
.
PI = 30t30A0 ,. . - ' +17���� ' J -- �
- - - - - -- - -
EL = 236.32, ' '� - 250
VC = 450' + `� � / ''
- _ _ _ _ _ _ -- -- --- ---
K = /04 _ _
DS = 50 MPH -- - - - I - - -- - - - -- - - -
E O GRADE ! � 240
- - --- -I - - - -L- S�a.34f85.00
A807/. ___ ___
�- - -- -- - - --- -- - - - -
�+)5. - - -- - - ELEV = 2627Y I - - - - -- - -
f+)Il516% � TlE PROPOSED i
-I- -- - -- - - --
-- - - -- - 230
�, r+,o52i •- - - - - � - -- -- -- - - - --- --
-- - - - - - - - - ' PAVE ENT TO EXIST , �I - - - - - - '
N �I . _. _ __ _ _ - _. _ __ . �. .. . .
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Q END SPEC/AC
� arCH GR,aoE LT I� �� STR(/CTURE NO.3O
Y -�- sra 2s+5o.o0 ' - --
210 � _ � � - I� -
� �
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-- -- - -- - -- -- - -- - -- -- - ----- - ---- - --- `'
200 . . ,
�
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/32-5 I��ET �H/1N�EL I�iPR�yg ry+ENT$ PROIE DBSF970732 NO. SHEES NO.
BRIDGE 970I32
C IRR W/ FD bN BANKS
g�s, za�r0N5 EST 40 GFD g g ROADWAY DESIGN HYDRAUUGS
rt, I% OF CL 9 17R AND CL I RR IN y, y� PERMIT DftAWINGS ENGINEER ENGINEER
� RETAiN i8'RCP TREAM gryED SITE 2 �
N � SEE DETQiL57�5HE�Tsz-g TONS CL i M .�u;� M
SPECIAL LATERAL 'y' DITCH ALU�IkLl�) BpX CULVERT �I �
SEE DETAiL 5,SHEET 2-B STRUCTURE No.3o �32_6 .'.�, ��
CL $TA 27+p5 -L-. SKE� = ipY I� � � �
REMOVE/REPLACE CB SPAN = i5'-4': RiSE = 6'-5' REMOyE BLiND JB. I i �f �
ENGTH = 112.5' ��°� �
TiE TO ExiSTiNC i8' i y i - 222,5 �NE OUT = 2264 30' RCP. AND FES _ p� �
BEA�E ALLS�uPRA�D DO�STRgpM �,�' �� � I a�,,�=
PWG FILL AN� i'CO RETE SiLL�SET 2 FROM N� 7pE PROTECTION ;'„ ���I� �, I' p, �
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C ASS IRIP RAP SHEET 2-B
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a � � �
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W 18� F 15'RCP-ly .� � i_ R T Z Z' 2 F -*f` �'`'�- ___–_ I O O �
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S�S gH E7 Z-g r� t'�� ALLOWABLE IMPACiS ZONE 1
�,. �, �� ES� 45 TOHS RR ' � � . � .
\� 0ti ` ��oz \ EST 100 $Y GFp 132-9 � � ' �
CLAS$ 'B' RIP RAP � `��'
a EST�3TTONSTECTiON `, �Z e,y \ ��� � AILOWABLE IMPACTS LONE Z
o EST i0 Sv GFD �1 , ���\ � �� � �-
` I ��
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�, �32-3 / l�^' MRIGABLE IMPAQS ZONE 1
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(I f
`a TREAF�CgED RR AND CL iRR IN E
a EST 5 TgNs c� e. Esr z roNs c� i , \E— BUFFER DRAWING
= SEE DET iL 8, SHEET 2-B SHEET 5 OF 7
i 55 ���
E�B4pKMEINTRPROTECTION BdNKS ONLr�
b EST ib TONS � ��
m
y
a
c
.�
�
9 280 280
��': - ' - - , -- -
- - -- Pl = 34+20.00 - '
EL = 25929' - 270
��---- - - ------- -- - Vc=eo� .—' ---- -
�- - - - -- - -- - Pl = 33+15.00
�� - EL = 25/.94' K = 46 615�� � ' • I - -
05 = 90 �PH �+15� -
_ -
- - -- - - - __ vc - �20�
- --- - -
K = 79 - - - - -- - --
. I- - - - - OS = 90 �PH _ - - - - - - - - 260
. _ _
/
_�
PI = 30t30A0 ,. . - ' +17���� ' J -- �
- - - - - -- - -
EL = 236.32, ' '� - 250
VC = 450' + `� � / ''
---
_ -- -- --- ---
� Pl = 25+55A0 - K = l04 - - - -
m EL = 230.85' - -- DS = 50 MPH -- - - - I -
---- - ---
;� - � 240
0 240 K =_89� , � A807� - ___ - ---_ -I E O GRADE � - - -- -- - - --- -- - - - -
` OS - 45 tilPH ' -- L- S�a.34f85.00
___ ; - -
�+)5. - - ELEV 2627Y I - - - - -- - -
� f+)Il516% � � TlE PROPOSED i
o �
- - - -
m 230 . _--- �+ll✓516% - -- - -- - - -- 230
-- - - -- -
�, r+io52i - - - - - -- -- -- - - - --- --
-- - - - - - - - , PAVE ENT TO EXIST , �I - - - - - - '
N �I . _. _ __ _ _ - . , .. . .
_ __ __ __ . � _ _ __ __
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Q END SPEC/Ac i� %uUMINUM BOX CULVERT
� arCH GR,aoE LT ' �� STR(/CTURE NO.3O _ _
Y -�- sra 2s+5o.o0 '
210 � _ � � - I� - -- - - - -- _ - -- - - - _ - -- - - - -- _ - ---- - - -- _ - -- - - 210
� � , , , , , , , , ,_
,
I _ _ , �
- -- -- - --- -- - - -- - -- -- - ----- - ------ --- !
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�
zoo _L — ROGERS RD (SR 2052) . 200
0
N
\
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a
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� -_- __-_ __
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2.0 Ft
DETAIL 1
ROCK PLATING DETAIL
� Not to Scale�
SHOULDER POINT
� 2.0 N
CLASS II RIP RAP i�
3.0 ft
)S, M N. OVERLAP � �
.� TOE OF SLOPE
S
G���°F FABRIC OYERLAP DETAIL
GEOTEXTILE � � Not to Scale)
70 fr OVERLAP
�IF REQUIRED�
3.5 ft
FROM STA. 19 + 50 TO STA. 20 + 30 -L- (RT)
D ETAI L 3
STANDARD 'V' DITCH
( Not to Scale)
Notural Nat�ral
Ground v'.� �.'� Gro�nd
D
d
Geotextile
Min. D = 2.0
of Liner= Class 'B' Rip—Rap Max. d= 3.0
F ROM STA. 20 + 80 TO STA. 21 + 14 -L- (LT)
FROM STA. 20+30 TO STA. 20+65 -L- (LT)
D ETAI L 6
TOE PROTECTION
( Not to Scale)
��
NATURAL `L�, -((�¢
GROUND ��A
� d
d = 2 Ft. PILL
b= 2 Ft. SIOPE
Type of Liner= PSRM
FROM STA. 28 + 50 TO STA. 29 + 50 -L- (LT)
FROM STA. 30+50 TO STA. 34+25 -L- (RT)
DETAIL 4
LATERAL 'V' DITCH
� Not to Scale)
b
Natvral Fill
Ground `?') p '��'� 1"�ft. Slope
d
Geotextile
Min. D = 1.0 Ft.
Max. d = 1.0 Ft.
Type of Liner= Class 'B' Rip—Rap b= 5A Fi.
FROM STA. 20+08 TO STA. 20+30 -L- (LT)
DETAIL 7
TYPICAL SECTION - INLET CHANNEL IMPROVEMENTS
� Not to Scale�
EXIST EXIST 2� 92"W X 72"H
6ROUN� �MP ARCH
EXCAVATION � �
_ _ _ _ _ _ _ � \ /
1.5:1 SLOPE yy/ —� - � 6 _�5,
CLASS l RIPRAP AIyD 1�� %`,
GEOTEXTILE FABRIC - — - - _
ON BAIyKS ITYP)
ti!lX OF CLASS B .4ND � /5'-4"
NTO UPSTREAM CH�AIyNNELRTOUNK
TOP OF PROPOSED SILL
STA. 2 7+ 13 -L- ( RT)
BRIDGE 970I32
PERMIT DftAWINGS
DETAIL 2
RIP RAP AT EMBANKMENT
( Not to Smle�
10' min.
Ditch �
Grade Z'� �
�
GEOTEXTILE
Type of Liner= Class II Rip Rap
wir .,,o.,+:io F„ti.:�
STA.20+65 -L- (LT)
STA. 20+83 -L- (LT)
STA. 28+30 -L- (RT)
FROM STA. 11 + 75 TO 13 + 26 -Gl- (RT)
PROPOSED ALUMINUM
BOX CULVERT s30
/
/ � 2�
T l.0' BURIED
1'
l' CONCRETE SILL INSET 2'
FROM FACE OF HEADINALL
DETAIL 5
SPECIAL LATERAL 'V' DITCH
� Noi to Scale)
1
Natvral ''' Fill
Gro�nd .i.� Slope
D
Min. D= 1.0 Fi.
FROM STA. 22 + 50 TO STA. 25 + 50 -L- (LT)
)IECT REFERENCE
DBS-970732
DWAY DESIGN
ENGINEER
SHEET NO.
2-B
ENGINEER
� BL�J- THE
Kimley>>> Horn
BUFFER DRAWING
SHEET b OF 7
DETAIL 8
TYPICAL SECTION - OUTLET CHANNEL IMPROVEMENTS
( Not to Scale�
EXIST EXIST 2� 92"yy X 72"H PROPOSED ALUMIN�M
6ROUND �MP ARCH BOX CULVERT •30
_ _ � � � � � � \ _
' — — _ _ _ _ \ ♦ � ♦ _ _ _ _ _
_ � J p _ — —
1.5:1 SLOPE yy/ ` 1��� 6J 5 i� 2'
CLASS l RIPRAP ,4�/D - - - -
GEOTEXTILE FABRIC
ON BAlyKS (TYPI �/5'-4��-I MlX OF CLASS B AIyD
EXCAVATION CLASS l RlP RAP
COUNTER-S(/N�K IHTO
DOWIySTREAM CH,4�/IyEL
STA. 27+36 -L- (LT)

BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ftZ) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
-L- 20+04.69 to
1 Bridge 20+43.15 (LT) X 773.1 1561.0 2334.1
-L- 20+31.66 to
1 Bridge 20+43.15 (RT) X 207.7 207.7
-L- 20+43.15 to
1 Bridge 20+76.91 (LT) X 2330.8 2330.8
-L- 20+43.15 to
1 Bridge 21+07.48 (RT) X 1963.4 848.5 2811.9
-L- 20+83.20 to
1 Bridge 21+33.10 (LT) X 3180.8 931.4 4112.2
-L- 21 +00.36 to
1 Bridge 21+33.10 (RT) X 1030.9 1030.9
-L- 21 +33.10 to
1 Bridge 21+47.54 (LT) X 751.9 751.9
-L- 21 +33.10 to
1 Bridge 21+g6.77 (RT) X 1021.1 687.1 1708.2
-L- 26+65.88 to
2 Aluminum Box Culvert 27+68.19 (LT) X 1481.4 392.6 1874.0
-L- 27+46.26 to
2 Aluminum Box Culvert 28+83.92 (LT) X 3489.8 79.3 3569.1
-L- 26+48.54 to
2 Aluminum Box Culvert 26+99.12 (RT) X 821.0 335.0 1156.0
-L- 27+19.56 to
2 Aluminum Box Culvert 27+50.00 (RT) X 771.5 771.5
-L- 29+11.64 to
2 Roadwa 30+80.38 RT X 854.4 2260.3 3114.7
TOTAL: 16863.8 5794.6 22658.3 854.4 2260.3 3114.7