20160110 Ver 1_SF910132 REVISED FINAL_Permit Drawings April 19 2016_20160425

HlghWc'ly North Carolina Department of Transportation �
StOY17]�rV�lteY
,,,,,,_,,, Highway Stormwater Program ��°��
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.5.R.47 TIP No.: DB5-910132 County(ies): Wake Page 1 of 2
Generel Project Information
WBS Element: 17BP.5.R.47 TIP Number: DB5-910132 Project Type: Bridge Replacement Date: 4/19/2016
NCDOT Contact: Galen Cail Contractor I Designer: Kimley-Horn & Associates
Address: NCDOT Hydraulics Unit Address: 3001 Weston Parkway
1020 Birch Ridge Drive Cary, NC
Raleigh, NC 27610
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: [e-mail]
City/Town: Wake Forest Count ies : Wake
River Basin(s): Neuse CAMA County? No
Wetlands within Project Limits? No
Pro'ect Description
Project Length (lin. miles or feet): 0.36 Miles Surrounding Land Use: Urban
Proposed Project Existing Site
Project Built-Upon Area ac.) 3.7 ac. 2.8 ac.
Typical Cross Section Description: 5 lanes total with 3 lanes 11' wide and 2 lanes 13' wide with 2'-6" curb and gutter, 8' berm 2 lanes 11' wide with a 12' striped median, 4' paved shoulder and 2:1 side slopes.
with 6' sidewalk and 2:1 side slopes. Varies. Necks down to 2 lanes 11' wide with paved shoulders at bridge. 3 lanes 11'
wide with paved shoulders and additional turn lanes in other areas.
Annual Avg Daily Traffic (vehlhr/day): Design/Future: 17,300 Year: Existin : 5,600 Year: 2009
General Project Narrative: Replacement of Bridge #132 on Rogers Road over Smith Creek and replacement of culvert on unnamed tributary to Smith Creek. The existing bridge will be replaced with a
(Description of Minimization of Water single span 100' long by 76.58' wide bridge constructed with Type III prestressed girders. The existing 2@ 92" wide by 72" high CMP arch pipes will be replaced with a 1@ 15'-
Quality Impacts) 4" wide by 6'-5" high aluminum box culvert with headwalls. The proposed drainage systems were designed to outfall outside of buffer zone 2(where practical) to allow water to
either sheet flow or flow in ditch prior to entering the buffer.
Waterbody Information
Surface Water Body (1): Smith Creek NCDWR Stream Index No.: 27-23-(2)
NCDWR Sufface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Other Stream Classification: None
Impairments: biological impairment
Aquatic TB�E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: Neuse
Pro'ect Includes Brid e Spanning Water Bod ? Yes Deck Dreins Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justificatio� in the General Project Narrative) General Project Narrative)

,� North Carolina De artment of Trans ortation / �
Hi�h�� �y p p
St01"(1lW0tPi Highway Stormwater Program
STORMWATER MANAGEMENT PLAN �"'��� • �
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.5.R.47 TIP No.: DB5-910132 County(ies): Wake Page 2 of 2
Additional Waterbody Information
Surface Water Body (2): Unnamed Tributary to Smith Creek NCDWR Stream Index No.: N/A
NCDWR Surtace Water Classification for Water Body Primary Classification: None
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T8E Species? Comme�ts:
NRTR Stream ID: Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (3): NCDWR Stream Index No.:
NCDWR Sufface Water Classification for Water Body Prima Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T8E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (4): NCDWR Stream Index No.:
NCDWR Surtace Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (5): NCDWR Stream Index No.:
NCDWR Sufface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic TB�E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Dreins Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

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VICINITY MAP
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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
WETLAND AND STREAM IMPACTS
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X B . B Y 2
� PERMIT DRA WINGS
------------------------
BRIDGE # 910132
SUBMITTAL # 5-149 R3
SUBMITTAL DATE: 04/!9/16
BLJTHE
PERMIT DRAWING
SHEET 1 OF 9
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
Kimley �'DRAULlCS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH p�xs P�p�n�D FOR �>> Horn
50 25 0 50 100 ADT = 17,300 VPD THE NCDOT BY: °"' ��� �o���
�
DHV = 2012 STANDARD SPECfFIC.3T70NS �Y ��� ��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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DBS-970732 4
DWAY DESIGN HYDRAUUGS
ENGINEER ENGINEER
� BLJTHE
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��ENOTES IMPAQS IN
SURFACE WATER
�OENOTE$ TEMPORARY
IMPACTS IN SURFACE WATEft
PERMIT DRAWING
SHEET 2 OF 9
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�) 2SO
"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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DESIGN FREQUEA/CY = 50 YRS -L- $TA 17+62.04
- END SPEC/AL I - - - - - - - - - - - - - - - - - - - - -
DESIGN hry� ELEVATION = 229A FT OFF 83.34' RT DiTCH GRAOE �T I
BASE DISCHARGE = 4900 CFS ELEV. - 229.61 ElyO SPECIAC -L- STA 2/+i4 BM-I ii
BASE FRE�[/EIyCY = IOO YRS -L- STA 21+q7,g5 � _
BASE hly� ELEVATIOA/ = 229J0 FT N 800939 E 2145182 DITCH GRADE Cr V= �
R/R SPIKE SET IN 16' PINE -t- STA 20+65 OFF 109.54' RT __ _ _ _ _ _ __ _ _ __ _ _
OVERTOPPIIyG �ISCHARGE = 10000 CFS =/ NORMA� ELEV. = 222.35' I -
OVERTOPPIIyG PRECtUEIyCY =)500 YRS BEG�Iy SP£CiA[ �l•S.EL. =N2i6.6 N 800654 E 2145416 'i �
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DATE OF SURVEY 0//l6/20/4 ETyCasE,G�t�� ��eY OTnERSI -L- STA 20t8p,pp IN 12" T�IN OAK ,
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�S.ELEVATIOA/ = 2/66 Fr _ . :
AT °ATE °F S��EY —L — ROGERS RD l SR 2052> STR��T�RE EX�A�AT,oN
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ELEV = 291.68'
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EL = 236./6'
VC = 250'
K=66
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CL STA 20f95.00 -L-
/�/00'
TYPE llI PRESTRESSED GIRDER
CL ELEV = 233.73
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CONC DGR � �yAY
E D BRIDGE
-L - Sio. 2/ t95A0
ELEV= 233.42'
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C:::�C:::�:::::C:::�C::::::::�C:::SC::::C:::�C:::�::I
BRIDGE 970732
PERMIT DItAWWGS
�
)IECT REFERENCE NO. SHEET NO.
DBS-970732 4
DWAY DESIGN HYDRAUUGS
ENGINEER ENGINEER
� BLJTHE
Kimley>>> Horn
��ENOTES IMPAQS IN
SURFACE WATER
�OENOTE$ TEMPORARY
IMPACTS IN SURFACE WATEft
PERMIT DRAWING
SHEET 3 OF 9
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
- - - - - _ _ _ _f -J0.6269% -
� _-. - - - -._ - —.-.-
---------- ---- - ----------------_.- �J0.6269%
� . -.-- �-_
r+�o52z - --- - - -- -- - - - --- --
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� BEGIIy SPECIAL � - - _ _ -_ _ _
BEGIIy SPEC/AL � � DITCH CRAOE Lr " i
D/TCH GRADE LT ' ' ' -L- SrA 22+50 g •-
� � � - -- -- -- - - -- -- - -
� EL£v = 22iso �oi . � �i -- - -
BRIDGE HYDRAULIC DAT A �+I� +}�H� p- +IJ-H�j ' � - sra 2otosm �; � ` . , [. ' . . V I+ Q N ; - - - - - - - - '
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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
16 17 18 19 20 21 22 23 24 25
230
220
2��
Zoo
190

O
�
/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 E�s, pa�r0N5 EST 40 GFD g g ROADWAY DESIGN HYDRAUUGS
�j1I% OF CL 9 77R AND CL iRR iN
RETAIN 18' RCP 7TREAM gEp PERMIT DftAWINGS ENGINEER ENGINEER
N � EST 5 TQNS CL B EST i0 TONS CL i � SITE 2 �I �
SEE DET iL 7,SHE�T 2-B M M
SPECIAL LATERAL 'y' DITCH ALU�IkLl�) BpX CULVERT 132-6 .I i
SEE DETAiL 5,SHEET 2-B STRUCTURE N0.30
CL $TA 27+p5 -L- SKE� = i0Y k � ��
REMOVE/REPLACE CB SPAN = i5'-4': RiSE�= 6'-5' REMOyE BLiND JB. �� ry I�I� ��f �. J ��c;¢'°
ENGTH = 112.5' y
TiE TO ExiSTiNC i8' g��RiE i' (UPS�REA�I�ON Y)221,4 30' RCP. AND FES _ _ �� �li-, �,;'.� �*�c _
NEA ALLS uP AND DO STRgpM �n � I ' I� a
PWG FILL AN� i' CO RETE SiLL iNSET � FROM H� 7pE PROTECTION I � I �f, ��
ABANDON i8' RCP I SEE DETAiL 6. ,
C ASS I RIP RAP �
ig' E T�2 TO SECTiON 45ESv PSR�) � �. iiil � �
� RCP-m )� T 3 SYNGFD RETAiN� °� ��' a��
/ REM VE 19 LF J8 �/MH 35FAaT Q�y. � i� ..� �:,-;��_
� m 0ti OF i5T RETAiN CB AN� 36' RCP p� �- B L J T H E
W 36'RC �, n :�-�—��. �� �p�� - �n� .�.�
�u �a ,� ,z �
�! o�' = � � �
{_ �S?� - a � E - J � REi A � N
.ai ]�. u F F C?
_ _Fi � 42• Yi-� � - � - � � E �� "'��
W - - - - C - !'� � � �5' F RETAIN MH RETAIN �iH
-- - `R � Kimley>>> Horn
N J'� � � RET41N 24' RET41N 24' CR
�CR CR
* CB B ���CB TiE PROP CB iNTO H 36' A D PPE A D PiPE
� E%iSTiNG 36' SvSTE�A RCP-m
N
� � RETAiN 36'�� RE� VE 4pD REP�ACE
N CB � RETAIN 42' JB �j/ TBJB y�/ MHCB IS'RCP-ly �B �5'RCP-ly
CR I 'R P-I
�q CB
J � � e_ _ � �3#l3M!-:.'..�zW �� L'Ad_- i.-l±Fr.�+.1 ;;9?�i CR -W
I �3.9?7"3{tC — —
W 18� F i5'RCP-ry � � RfT / BZ F e e 2 F � ------ �� � CR cR
- ---------- -- ' , Z � �_�_.� F _ _ ca �
F �... _ _ �,
= F. ! F E 924i,t, �F � Z �...
�I - � ° F s! /� ..� \ . �_ �
E � af �.. .,\ � .
U /
Q `a,/ ::� 0 �',\ �� � � TOE PROTECTiON
�� SEE DETA4 9.
� E B SEE S}lE T 6 FOR, � SHEE7 2-g
;r!r ARGE�ENT OF� m` �\ EST 45 TONS RRO � I]���
CLAS$ 'B' RIP RAP r \���� �ACT bREA oz � EST 100 $Y GFp 132-9 �yl
OUTLET PROTECTION �� ��, _�
EST 3 T�N$ � �,' �a z ti� \ � �� � DENOTES IMPACTS IN
� SURFACE WATER
� EST i0 Sv GFp ° �..
� /32-3 \ / � �� � DENOTES TEMPORARY
g ,� � �� �. �E r�. �. � , �
m
,„
�� IMPACT$ IN $URFACE WATER
� OUTLET CHA�NEL IMPR�yE�IENTS � � O \ \ � " I
\...�_ �._� E
�y g f/ � 132-7 /
3 CL I RR / G b ON A KS f �-- '
g,$ 20 'YOp5. EST 40 FD (
� MiX OF CL 9 RR AND CL i RR IN 1
a STREA� BED \ -E
a EST 5 T NS CL B. EST T TONS CL i , E
= SEE DETPi� e, SHEET 2-B PERMIT DRAWING
, � �� �� �' �� �� SHEET 4 OP 9
E B K�EPTRPROTECTION (BANKS ONLY)
y SEE DET4iN 2FDHEET 2-B
a
.�
�
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 MPH ' -- 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 . _. _ __ _ _ - . , .. . .
_ __ __ __ . � _ _ __ __
O _� , . , ��,_�. _ .�:..�. �.-..�: , �, . �,.�_'_i� . . .I.i . ., . , . . . .
O. . . . . �, , .. � _ _ _ _ _ _ _ _ _ _ _ _ _ _
O 2ZO � C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ - 22O
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 _ _ , �
- -- -- - --- -- - - -- - -- -- - ----- - ------ --- !
. __
�
zoo _L — ROGERS RD (SR 2052) . 200
0
N
\
� 25 26 27 28 29 30 31 32 33 34 35 36
a
�
�
` - -
W 270
� -_- __-_ __
� -
�
m 26� - ---_-- _ _-
U
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O•' �..�." �.�.�..,._I _.
D...... .... _
_ -
M 250 -
�

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BRIDGE 970I32
C IRR W/ FD bN BANKS
g E�s, pa�r0N5 EST 40 GFD g g ROADWAY DESIGN HYDRAUUGS
�j1I% OF CL 9 77R AND CL iRR iN
RETAIN 18' RCP 7TREAM gEp PERMIT DftAWINGS ENGINEER ENGINEER
N � EST 5 TQNS CL B EST i0 TONS CL i � SITE 2 �I,� �
SEE DET iL 7, SHE�T 2-B 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, �
ABANDON i8'RCP ' SEE DETAiL 6. , �,
C ASS IRIP RAP SHEET 2-B �
Ig' E T�2 TO SECTION 45 SY PSR�) � �: / II i
� RCP-ni �� T 3 SY�GFD RETAiN� � - ��� � �`,��
/ RE� VE 19 LF J8 �/MH \� 35FAaT , �-.
� m 0,` OF iST RETAiH CB AN� 36' RCP � ,� �� `�� "� � . B�� T H E
W 36'RC �� � � / , o°'�,/---- �,�+�� "n�
lV tie t. y � y /c`'_, , � ��;
� i.�p\ ,. � � F F Ie � E � � J� . . . . . REiA1N
Fi 42' / - '� - � � E � (�.' ,
W - -_ - C - - -' -� - - �Y,g,� _ � � �5• F � (� RETAiN �Iti RETAIN MH ca �' ■
ln •�H) _ _ '.��—� =E"'::
� RET41H 24' RETAIN 24' CR ��� K�le�>>> Horn
�CR CR
* CB B ���C@ TiE PROP CB iNTO H 36' A D PPE A D PiPE
� EXiSTiHG 36' SvSTE�A RCP-m
N
� � RETAiN 36'�� RE� VE 4pD REP�pCE
N CB C RETAIN 42' JB �j/ TBJB �'/ MHCB IS'RCP-ly CB 15'RCP-ly
CR I 'R P-I
I �q �B . _ _ �_.
J � � °'— — -: =I :i3i7_133..I1'�lh4.d-W-T.'?�w 3�1 L4+-?F_4� ,r,+ 1 �R ,_p_.s
� � 18' � � _ 15'RCP-I _ _ � _ F � . F E � � R��.4�'�' /F � B� � �7� ��� � �.. ��&B� �._�_ _ _ _ � � � CP � CR 'i%.
_ _�_ � CR V�
..�.. ..,�.. �
E i 15 ar � �...\ � � �" .
U
Q `a,�� 0 �'\ , �� �� �'� TOE PROTECTiON -,hy-�'. .
�� SSEEE DETAg4 9.
� E � SEE S}lE T 6 FOR, \ ESTE45zTONS RR � �, �� ���
s s ARGE�ENT OF� m� \ EST 100 $Y GFp 132-9 � , �
CLAS$ 'B' RIP RAP r \���� �ACT �REA oz �
� i ��
c OUTLET PROTECTION I � DENOTESIMPACTSIN
� EST 3 TONS �� �� ��a z ti" \ J �', '�� , � � suRFnce wnreR
EST i0 Sv GFD ° ���
` /32-3 \ � � �
� �yE N�. DENOTES TEMPORARY
i
� O � \\Y � \ /' / �i ._I.�`�'' � IMPACTS IN $URFACE WATER
Q � � � � � 11 � .
� OUTLET CHA�NEL IMPR�yE�IENTS � ` � O \ \ � " � � � �
\... � E I���
�y g / 132-7 �- � /
3 CL IRR / G b ON A KS f '
g,$ 20 'YOp5. EST 40 FD (
� MiX OF CL 9 RR AND CL i RR IN 1
a STREA� BED f� \ E
a EST 5 T NS CL B. EST T TONS CL i , E
= SEE DETPi� e, SHEET 2-B — PERMIT DRAWING
, � �� �� �' �� �� SHEET 5 OP 9
E B K�EPTRPROTECTION (BANKS ONLY)
y SEE DET4iN 2FDHEET 2-B
a
.�
�
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 MPH ' -- 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 . _. _ __ _ _ - . , .. . .
_ __ __ __ . � _ _ __ __
O _� , . , ��,_�. _ .�:..�. �.-..�: , �, . �,.�_'_i� . . .I.i . ., . , . . . .
O. . . . . �, , .. � _ _ _ _ _ _ _ _ _ _ _ _ _ _
O 2ZO � C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ - 22O
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 _ _ , �
- -- -- - --- -- - - -- - -- -- - ----- - ------ --- !
. __
�
zoo _L — ROGERS RD (SR 2052) . 200
0
N
\
� 25 26 27 28 29 30 31 32 33 34 35 36
a
�
�
` - -
W 270
� -_- __-_ __
� -
�
m 26� - ---_-- _ _-
U
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O•' �..�." �.�.�..,._I _.
D...... .... _
_ -
M 250 -
�

PERM�T DRAWING
� SHEET 7 OP 9
� - - - - -- - - - - - - - - - - - - - - - -
� - - - - - -- _ -- - - - --- -- - - --- --- - — - - - - . -
- — -
, -- - - -- - - --- - -- -- - - CL STA 20+95.00 -L- � LOWPOINT SCALE
- --. --- ---- - ,' l C� l00' - TYPE lll l45"1 -- - APPROX. STA = 25+27.69 I" = 50, H ° i
' - - - - - - APPROX. ELEV. = 23/.22 /" _ l0' V
' I- - LOW SIDE.LOW STEEL PRESTRESSED GIRDER �
- �NORMAL CROWNI W/ SPILL THROUGH SLOPES '
240 '--- EXISTING BRIDGE AND AND 4'-0" END BENT CAPS _ fe_ e;' 240
- -- -- -- � .` . ROADWAY T0 BE REMOVED CL ELEV = 23373, � � ..- �. ..,.-e � .. _. e . . ;.-e. �-e. . _. -_. .
_ � . -„ _-
,- - SKEVV = 75`
� � � . . . . . . . . ... . . . . . ... . ... . . . . ... . . . . . . . . ... . . . . ... . . . .. . . . . . . . . . . . . . : ._._:Y
_ _ _ _ - _ _ _ _ _ _ � _ _ _ _ _ J ' \ . .... . . . . .. . . . . .. . . .. . . . .. .. . . . .. ........ . . .. ._ ..
► _ _ � � � � �
230 ---'--- �.-.---------- - "� ' _ 230
__ � ------ - - -- --- -- -------------�---------------------------------
---___ �, ... 7.
---
---___ �. ----,--- - ,'
\` � �� NA UPSTRE M N� f� F�+H_-f�� FI 1=N=f N i i i=1=�
.
�_u -'-i NATURALGROUND� -_`�_-____ `, `�; , --__�-------------- - _---
� � DOVVNSTREAM ` ` ' - --," ''-------------------
220 I- - - I I � ' - _ _ _`_ ' � - - 100-YR W.S.EL. = 229J0' 220
�- � �
� ,
� ;'�,�, r;� ; TYP� DESIGN �50-YRJ W.S.EL. = 229.0'
�
- -- -- --- -�-_ - +��-H+++++t� � �- ,
_i ,
. - ---, �
2' �TYPI ', � = APPROX. EXCAVATION , -
' `, E� = 2i9.�� EXCAVATION = 1525 CY ,
CLASS ll RlP RAP BANK STABILIZATION (BRIDGE AREA AND
�, 210 '� '�� 1.5:1(TYPJ NORMAL
� ,, To END BENT NATURAL GROUND EMBANKMENT� 210
� ',- - - - - - - i APPROX. EXCAVATION AT CL OF BRIDGE ,
� �
3 ; EL = 2/9.3' lDO-YR
� �
� NORMAL W.S.EL. = 2/6.6' rHEORETICAL SCOUR
a - - - - -- .- - _ : . @ EXISTING BRIDGE - - - - - - - -_ ___ _ ___ __
�
i
� 18+00 19+00 20+00 21+00 22+00 23+00 24+00
0
�
�
a
� QUANTITY ESTIMATE SCALE
9 /" = 50' H
, . CLASS B RlP RAP l0 TONS - _ -- _ - _ _ _ - -- - -- _ Y, _ l0' V
� - -- - -� � - - - - - - - -- -
� �I - - - - - -��= CLASS l RlP RAP 57 TONS -- - - -- - - - - - - -- - - -- - - �� - - -- -- -- - - - -- - ,
� I �� EXCAVATION -- -- ----- - - --- -- - ��----- �
-- - - ---- - - --- -- -- - ---
, -- - - ------ -- -- --- - ---- --- - --- ---- ... . , - -,; -- - .
� � CULVERT 800 CY �� --- - ' _ �
� '�; CHANNEL l0 CY -- -- �
� �
� . , : � ST A 2T+25 -L - ., , _: �
o �� '�� GRADE POINT ELEV = 232.8/'
_ _ , SKEVy = l02`
__._._._.
� I 240
" ° I Ex�ST�NG ROAD l@ l5'-4" Vy X 6'-5° H ALUMINUM BOX CULVERT
���
m 240 �,'I---- -- -- --- ----- --- ---- . ----- --- ,I „ „ W/ HVy'S,STRUCTURE N0.30 (BURIED l' UPSTREAM ONLYI '�
� EXISTING 2@92W x T2 H l CONCRETE SILL INSET 2 FROM UPSTREAM FACE �,
= , CMP ARCH TO BE REMOVED �
H
Q . . . . .i..i �. . ... .. ,�I ..
� ;I �- NORMAL TO -L - � � , - - - - _ _ � � NORMAL T 0 -L -
---- -,— -- _� -
M 230 '�--- __ __ '� f2.83:1 ALONG CULVERTJ - ' � � � f3.12:1 ALONG CULVERTI --- -- -- - - __ __- -- - 230
� �
_ ,
N '. --- 100-YR eSeEL. - 228e50_ - - - _ `.
- ---- __ ___
o .--.::. --- _ - - ---, .-,i _ _ _ � _, ,
--- --
� -�--=-=-_____._.,_DESIGN (50-YR) y�eSeEL. = 228e1 .,.,,�---� - ,
3 --_ ........, TOP OF BANK (RIGHTJ
a �
� ___ .. ..................... ,,
..... .
- - -__�_.... ...... . _ -
o- - - ----------------- � L� ------------------ ----- ----- ---------- -- ---
......................................................... ...... .. --------
.. . ........ ...... ...... ...... ..... :........
� , � ----------�---
---
� �- .-. - NORMAL y�aSeEL. = 223e6'= - - - - - - - - - -
Y 220 , MlX OF CLASS B AND CLASS l RlP RAP � �N� 0.0098 ft/ft
COUNTER-SUNK INTO UPSTREAM CHANNEL = 22/.97'
- TO TOP OF PROPOSED SILL
�NST ALL l SILL (2 /NSET lNT 0 UPST REAM -��'
� FACEI. � '
0
N.... ... ... ... ... ....... ... . ..
� 200 150 100 50 0 50
�
.................... _ _ .
TOP OF BANK (LEFTJ �
--------------------------- -
CHANNEL � � � _ 2 2 0
-MlX OF CLASS B AND CLASS l RlP RAP
CDUNTER-SUNK INTO DOWNSTREAM --
CHANNEL
... ... ... ... .......
100 150 200

z
0
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a
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0
;
0
m
a
0
a
�
8
m
N
3
�
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0
R
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
PERMIT DRAWING
SHEET 8 OF 9
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)

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln 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 -L- 20+61.41 (LT) to Embankment Protection 0.03 < 0.01 191 5
21+31.28 (RT)
2 -L- 27+05.41 to Aluminum Box Culvert < 0.01 < 0.01 20 20
27+20.41 (RT)
2 -L- 27+25.28 to Aluminum Box Culvert < 0.01 < 0.01 38 27
27+81.49 (LT)
2 -L- 28+21.23 to Roadway < 0.01 < 0.01 14 4
28+31.06 (RT)
TOTALS*: 0.04 < 0.01 263 56 0
*Rounded totals are sum of actual impacts
NOTES:
2013 10 24