20160110 Ver 2_SF910132_REVISED FINAL Stream Permit Drawings_20160621_20160622

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: 6/21/2016
NCDOT Contact: Galen Cail Contractor I Designer: Kimley-Horn & Associates
Address: NCDOT Hydraulics Unit Address: 421 Fayetteville Street, Suite 600
1020 Birch Ridge Drive Raleigh, NC 27601
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.
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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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 R4
SUBMITTAL DATE: Ofi2]/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
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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���
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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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SEE SHEET 6 FOR -L- PROFILE
SEE SHEET 7 FOR -Gl- ,4ND -G2- PROFILES
SEE SHEET S-ITHRU S-33 FOR STRUCTURE PLAIyS
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PERMIT DItAWWGS
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TO ELEV. 230.0' �� Q PIPE lN gVlCIN/n' OF EXISr DERGRIX/N� WacE EMc Paw�ER LINE
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-L- Sto.15+05.00
BEGIN MILUNG AIyD RESURFACING
-L- S1a.15f05.00
ELEV = 245.90'
TlE PROPOSED
PAVEMENT TO EXIST
-L- Sfo.15+83A0
ELEV = 291.68'
Pl = I7+08A0
EL = 236./6'
VC = 250'
K=66
��� OS = 90 �PH
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m 220 BRIDGE HYDRAULIC DATA
o Ii � DESIGIy DISCHARGE = 4500 CFS
>, � DESIGN FREOUEN�" = 50 YRS
oI' DESIGN liy� ELEVATION = 229� FT
0 2 � O II � BASE DISCHARGE = 4900 CFS
� � BASE FRED[/EIyCY = 100 YRS
-� i i BASE hly� ELEVATlOIy = 22910 F7
� li OVERTOPPING DISCHARGE = 10000 CFS
Y ZOO I i �✓ERTOPPIIyG FREOUEIyCY =>500 YRS
OyERTOPPING ELEVATIOIy = 23/22 FT
DATE OF SURVEY 0//l6/20/4
y�S.ELEVATIOA/
AT DArE OF SURVEY = 2/6.6 FT
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CL ELEV = 233.73'
SKEyy = 75'
-L- Sto.20+45
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E 0 BRIDGE
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R/R SPIKE SET IN 16' PINE BM-I �
-L- STA 21+47.85 � _
�+�� OFF 109.54' RT - -- _ - - - - - _ - -- - -
NoRMn� �. ELEV. = 222.35' I
,y S.EL. = 2i6.6 N 800654 E 2145416 '� � � �
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SEE SHEETS 2-C THRU 2-F FOR CURB RA�P DETAILS
SEE SHEET 6 FOR -L- PROFILE
SEE SHEET 7 FOR -Gl- ,4ND -G2- PROFILES
SEE SHEET S-ITHRU S-33 FOR STRUCTURE PLAIyS
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crRnrrin
-L- Sto.15+05.00
BEGIN MILUNG AIyD RESURFACING
-L- S1a.15f05.00
ELEV = 245.90'
TlE PROPOSED
PAVEMENT TO EXIST
-L- Sfo.15+83A0
ELEV = 291.68'
Pl = I7+08A0
EL = 236./6'
VC = 250'
K=66
��� OS = 90 �PH
22p BRIDGE HYDRAULIC DATA
I� DESIGIy DISCHARGE = 4500 CFS
�� DESIGN FREOUEN�" = 50 YRS
DESIGN liy� ELEVATION = 229� FT
2 � O II I, BASE DISCHARGE = 4900 CFS
� BASE FRED[/EN�" = 100 YRS
il i BASE hly� ELEVATlOIy = 22910 F7
OVERTOPPING DISCHARGE = 10000 CFS
ZOO I i �✓ERTOPPIIyG FREOUEIyCY =>500 YRS
WERTOPPING ELEVATION = 23/22 FT
DATE OF SURVEY 0//l6/20/4
y�S.ELEVATIOA/
AT DArE OF SURVEY = 2/6.6 FT
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CL ELEV = 233.73'
SKEyy = 75'
-L- Sto.20+45
ELEV= 234.05'
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-L- STA 17+62.04 �
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ELEV. = 229.61' - BM-I {�
N 800939 E 2145182 I+�� -L- STA 21+47.85 l _
R/R SPIKE SET IN 16' PINE OFF 109.54' RT
NoRMn� �. ELEV. = 222.35' I -
S.EL. = 2i6.6 N 800654 E 2145416 '� � � �
PROPOSED 36'SAlyl7"ARY �RocET�Nc R/R SPIKE SET {-- �
E sE E e �N sa° srEE� N V� N
-- -- - --- - -- -- - ---- - ------ -- -- -
�i d� � Nr �er orHeRs� I 12" T I OAK , -- ---
—L — ROGERS RD l SR 2052> STR��T�RE EX�A�AT,oN _ .
18 19 20 21 22 23 24 25
230
220
210
200
190

O
�
I LET CH E I PRO� E S PROIECT REFERENCE NO. SHEET NO.
C I RIP R '�/ GFD 0 B KS BRIDGE 970I32
T 20 TO S.EST 40 Fp DBS-970732 5
p ' IX OF CL IP RAP ,A D
RETAIN IB' RCP� IRIP RQANP I STREAM E Q ROADWAY DESIGN HYDRAUUGS
o SEE �ETAILSS�SHE�T52-B ��NS CL I v � PERMIT DftAWINGS ENGINEER ENGINEER
N AW�vIIkUM BOX CUL�ERT M SITE 2 I M
STRUCi�RE N0.30 II
SPEGAL LATERAL 'y' DiTCH i5' RCP-ry CL jTA 27.25 -L-. SKE� ,= i02' REMOVE BLiND JB.
SEE DETAiL 3. SHEET 2-B SPAry = i5'-4': RiSE = 6'-5 30' RCP. AND FES 1j2-6 ��'.I i
4E�NGTH = n2.5'
REMOVE/REPLACE CB 'ry� �' 222.5, iNg OLIT = 22L4 T PR ECTiON I �
RE�OVE i8' RCP TiE TO ExiSTiNG i8' HEA�E ALLS UPRA�D DO STRgpM �S�EE�TE��B �� � V �� IG� �� �
IS' rCO�RE CLA55 I�P�R�FROM H� 45 SY PSR�1 - �� ����-. �. � e� a.__
RCP-III OLITLET PROTECTION RET IN , ° II , I \`
EST 20 TONS �B �/b1H �JII i � `�� �
I E T 39 SY GFD ��'iiil �
F�E ST9 �F >`�� � d�� DOGUMENT NOT GONSIDERED FINAL
Q t / 6 R P RETAiN CB 5 3sFaPT pa�� i� ;� �j_ UNLESS ALL SIGNATURES COMPLETED
h m mti Ary� 36' RCP I ^ ^ � �
� ,.... y � I p : r �:
W 40 j ( `� I I � I I �I � c54 � � � �} � �
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� R �Sp\ aa N E i .. J � . . . ..... RETA�N �
� ■y .
W — — — — � CB — —F/ .�' F _ 42' H�/ — '� — \ � � � 5' _F � (.:��� RETAIN MH � RET41 24' RETAIN �iH � Ex�sr�Nc a.� B � V TH E
N �— RET41N 24' N �� _ .,���-- —�_.�.
R
p Cfl i CR-1
p �g IS'RCP-ly B B �p �BTIE PROP CB INTO H 36' A D PPE A D PIPE ■
� - m E%iSTiNG 36' SvSTE�A RCP-ni Kimley>>> Horn
N
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N CB i5'RCP-I C RETAiN 42' JB �j/ TBJB y�/ MHCB IS'RCP-ly �B �5'RCP-ly
ca-i I 'R P-I
J 18. R 2 � � e— F — JI3-1�L1 �a+�.xw �i i.�,,.-r�rr.�+, t+�; �n'�ia.�-3,te — — — — CB — — �" '_`".� .
W — F — — — — — — — — F — — � Rfr � BZi e7i BZ� � � �_�.� ` F — � ca'° �
_ _ �;
= R '_ . i F E 0 924jH �F �4 . �... � \
J W ` E� � @1 �5 a \ :�� SgEgE DETA�L 7.5L}iEET 2-B \... .��
f \ \ �
� � -�� ; �� J� __ � TOE PROTECTiO
a� E � � 0 , ,` � EST 00 SYN GFp B RIP RAP
I SEE S�bE T 6 FOR, \ ) SURFnce wqreR
s`r �p� ARG E T OF � � }F'.� OENOTES IMPACTS IN
° � N �� m � \ 132-9 � �
��.. aM�acT s�n oz ,
CLA55 'B' RIP RAP � ' ' � " `-�
OUTLET PROTECTION '
EST 3 TONS �� `�' ��a � e'�� \ , i� ' � DENOTES TEMPORARY
� EST i0 Sv GFD
'�\ � IMPACTS IN SUftFACE WATER
D �yE N�' /� � � 45�:.
g ,j2_j � 11 � � /, �
// S Iq { �� �, P SHE'ET �4 OP' 9G
Qi ' \ —._/� E
� �...\...�_ ,
3 ( / E BASNKM�EryTRPROTECTiON fBANKS ONLYI
E OUTLET HA EL �MPR yEMEN1S (1 � E�T itl TONS f /
Q a iRR �i c�� ON BA KS f esT zo $Y GFp \ E SEE SHEETS 2-C THRU 2-F FOR CURB R,4�P DETAILS
i �$ T 20 0 5, EST 40 Fp SEE �ETAi� z. SHEET 2-B - SEE SHEET 6 FOR -L- PROFILE
D MI% OF CL � RIP RAP A D � E
2 CL IRIP RAP Iry STREAM ED l❑rlE TO EXiST CURB ANO GUTTER
� Esr 5 rQNs a e. esr r roNs a � 132-7 �' ��� �rores:
SEE DETAiL 6.SHEET 2-B
b 2❑ TIE TO EXlST 5/DE{�'ALK
Q❑3 RETAIN EX/57 CURB RA�IP
.�
� AQ/UST�IEIyT OF �IAN/iOLE
�
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
. _ _
/
_�
Pl = 30t30A0 ,. . - �+)1A��/ � � 250
EL = 236.32' -- - - - - - -- - -
� Pl - 25+55A0 VC = 450' �+15,48p1� ''
---
_ -- -- --- ---
- - K = /04 _ - - - -
m EL = 230.85' --- DS = 50 MPH - - I-
---- - ---
0 ;� - � 240
240 K =_89� , � A807� _ _ _ - __ � 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 . _. _ __ _ _ - . , .. . .
_ __ __ __ . � _ _ __ __
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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 _ _ , �
- -- -- - --- -- - - -- - -- -- - ----- - ------ --- !
. __
�
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0
N
N 25 26 27 28 29 30 31 32 33 34 35 36
�
a
�
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W 270
� -_- __-_ __
� -
�
m 26� - ---_-- _ _-
U
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O•' �..�." �.�.�..,._I _.
D...... .... _
S -
M 250 -
�

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I LET CH E� I PRO� E TS PROIECT REFERENCE NO. SHEET NO.
C I RIP R / GFD 0 B NK$ BRIDGE 970I32
� T 20 TO S.EST 40 F� DBS-970732 5
p IX OF CL IP RAP ,A D
RETAiN i8• RCP� IRIP RQ/N{ P I STREAM E Q ROADWAY DESIGN HYDRAUUGS
o SEE DETAI�SSCSHE�T52 B �ONS CL I v � PERMIT DftAWINGS ENGINEER ENGINEER
N AWMI�UM BOX CULyERT M� SI TE 2 ���:� M�
STRUC 11RE N0.30 u �. .
SPECiAL LATERAL 'y' DiTCH i5' RCP-ry CL jTA 27.25 -L-. SKE� = i02' REMOVE BLiND JB. 1' �
SEE DETAiL 3. SHEET 2-B SPAry = i5'-4': RiSE = 6'-5 30' RCP. AND FES 1j2-6 I� ���r '�
LENGTH = n2.Y .
REMOVE/REPLACE CB �Ny �p ° 222.5, iNy OLIT = 22L4 Tog PRo TECTiON I�� � I' `�
RE�OVE i8' RCP Bl1RiEp P �UPSTRgAM 0 YI S5EE DETAiL 4, �f � I ��o� %`
TiE TO ExiSTiNG i8' HEAQWALLS UP ANpD DO'�STREAM � 45ESv PSR�1 - p' I I�-. �
IS' i'CONCRECLA551RPERAPFROM H �,'�' �I � I a"��.�.�-
RCP-III OLITLET PROTECTION RET Ip� �d� I I
i � �\
EST 20 TONS JB �/MH ,��I� ( I V�
E T 39 SY GFD ��' �i�i
I' E�10Ei9LF `
�� � a��'� �� DOGUMENT NOT GONSIDERED FINAL
Q t / / 6 R P T Rg TAi CB � � 3sFaPT pa`,� � i� 1'� �j_ UNLESS ALL SIGNATURES COMPLETED
� .... m 0ti AryD 3�' RCP � � ,' ,' � � � � .
i a � ,�+�� �.,
W ,�0 5. y / � \ � � M � ' /c5�.,�----�- � o ���
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R BL�JTHE
F i 42' � li'/ - '� - � E � (�-' .
i7 _ _
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N RET41N 24' RETAIN 24' � -� �--.
Cfl � CR-1
g CB 15'RCP-ly B B �p �BTIE PROP CB INTO H 36' A D PPE A D PIPE ■
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N
¢ �
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N CB i5'RCP-I C RETAiN 42' JB �j/ TBJB �'/ MHCB IS'RCP-ly �B �5'RCP-ly
ca-i I 'R P-I
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_ _ � _ _ _ - _ - - _ F _ -._ � i E ` RE.T / eZ� eZ BZ2 _ _ _ _� � � _ cea � ��.
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J W - 1 E al 15 a / ...�.._
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Q �a, 0 � � � SEE DETAiL 7, SMEET 2-B ,,ti.,-
ggT 45 TONS CL B RIP RAP . ,y^
� E � �� SEE S�bE T 6 FOR, .. �.�� EST i00 Sv GFp +., !/ t;'
s s E�ILARG E T OF DENOTES IMPACTS IN
0
\�.. �r�ACT �R�A ��Oz t �, \ I3Z-J � I 11 �,il � �. � SURFACE WATER
CLA55 'B' RIP RAP �
o' EST�3TTONSTECTiON `` �z e,. \ /1 � �F��
� EST IO SY GFD / � �� ' DENOTES TEMPORARY
o �� ' \ f�� II � ��� � � IMPACT$ IN SURFACF WATFR
� �yE N�' /
132-3 �
g O � 11 F \ / / ��� PERMIT DRAWING
��
Q \ . ��
� � � �...�...�__ � _/ � �� ! � I I SHEET 5 OF 9
3 (/// E BASNKIM�qEryTRPROTECTiON �BANKS ONLv�
E OUTLET HA EL �MPR yEMEN1S (1 E�T itl TONS f /
Q a iRR �i c�� ON BA KS f esT zo $Y GFp \ E SEE SHEETS 2-C THRU 2-F FOR CURB R,4�P DETAILS
i �$ T 20 0 5, EST 40 Fp SEE DETAi� z. SHEET 2-B - SEE SHEET 6 FOR -L- PROFILE
D MI% OF CL � RIP RAP A D � E
2 CL IRIP RAP Iry STREAM ED l�riE TO £XiST CURB ANO IXITTER
� Esr 5 rQNs a e. esr r roNs a � 132-7 �' ��� �rores:
SEE DETAiL 6.SHEET 2-B
b 2❑ TlE TO EXiST 5/DE}�'AUC
Q❑3 RETAIN EXIST CURB RA�IP
.�
� AQ/UST�IEIyT OF �IAN/iOLE
�
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
. _ _
/
_�
Pl = 30t30A0 ,. . - �+)1A��/ � � 250
EL = 236.32' -- - - - - - -- - -
� Pl - 25+55A0 VC = 450' �+15,48p1� ''
---
_ -- -- --- ---
- - K = /04 _ - - - -
m EL = 230.85' --- DS = 50 MPH - - I-
---- - ---
0 ;� - � 240
240 K =_89� , � A807� _ _ _ - __ � 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 . _. _ __ _ _ - . , .. . .
_ __ __ __ . � _ _ __ __
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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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�
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0
N
N 25 26 27 28 29 30 31 32 33 34 35 36
�
a
�
�
` - -
W 270
� -_- __-_ __
� -
�
m 26� - ---_-- _ _-
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�

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

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2.0 Ft
DETAIL 1
ROCK PLATING DETAIL
( Not to Scale)
�2.0 ff SHOULDER POINT
CLASS 11 RIP RAP � t
3.0 fr
)S, MIN. OVERIAP � ���
. � TOE OF SLOPE
s���°�c FABRIC OVERLAP DETAIL
GEOTEXTILE � � � ( Nof to Scale)
10 ft OVERLAP
(IF REQUIRED)
3.5 ft
FROM STA. 19 + 50 TO STA. 20 + 30 -L- (RT)
DETAIL 4
TOE PROTECTION
� Not to Scale)
O�
NATURAL `L�'� ���
GROUND F�
� d
d - 2 Ft. Fiu
b = 2 Ft. SLOPE
Type of Liner= PSRM
FROM STA. 28+50 TO STA. 29+50 —L— (LT)
DETAIL 7
TOE PROTECTION
� Not to Scale)
DETAIL 2
RIP RAP AT EMBANKMENT
( Not to Scale)
70'min.
Ditch 1.0'min. , 2.0 FT
Grade T
_I-_
GEOTEXTILE
Type of Liner= Class II Rip Rap
W/(:ente..+:le Fnl�r:�
STA. 20+83 -L- (LT)
STA. 20+95 -L- (RT)
STA. 28 + 30 -L- (RTj
FROM STA.11+84 TO 13+26 -Gl- (RT)
D ETAI L 5
TYPICAL SECTION - WLET CHANNEL IMPROVEMENTS
� Not to Scale)
EXIST EXIST 2� 92"y� X 72'H
GROUN� �MP ARCH
EXCAVATIOH � _ _
_ _ _ _ _ _ `\ ��
1.5:1 SLOPE /—� � � � �
CLASS l RIPRAP ,4�/D \ 6� `5
GEOTEXTILE FABRIC - — - - - = ---
0/y B,4/yKS (TYPJ � r
C/ASS lRIPSRAP 0 HTER-SUNK ��5'-4"�
llyTO UPSTREAM CHAIyIyEL TO
TOP OF PROPOSED SILL
0�
Flll
NATURAL 7'��,'C��� SIOPE
GROUND F
d
GEO7EXflLE
d= 2.0 Ft.
Type of Liner= Class 'B' Rip—Rap
FROM STA. 30+35 TO STA. 32+50 -L- (RT)
STA. 2 7+ 13 -L- ( RT)
PROPOSED ALUMIHUM
BOX CULVERT s30
�`2'
l.0' BURIED
l' C0� ETE SILL INSET 2'
FRO�FACE OF HEADWALL
BRIDGE 970I32
PERMIT DRAWINGS
DETAIL 3
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural � 3, Fill
Ground �'.� Slo e
D P
Min. D= 1.0 Ft.
FROM STA. 22 + 50 TO STA. 25 + 50 -L- (LT)
)IECT REFERENCE
DBS-970732
DWAY DESIGN
ENGINEER
SHEET NO.
2-B
ENGINEER
DOGUMENT NOT GONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� BL�J- THE
Kimley >>Horn
PERMIT DRAWING
SHEET 8 OF 9
DETAIL b
TYPICAL SECTION - OUTLET CHANNEL IMPROVEMENTS
� Not to Scale�
EXIST EXIST 2� 92"y� X 72"H PROPOSED ALUM�NUM
GROUND �MP ARCH BOX CULVERT '30
_.� /' , _ /' \ �-
- - - _ _ _ _ � � � � � _ - -
1.5:1 SLOPE y�/ �
CLASS l RIPRAP ,4�/D
GEOTEXTILE FABRIC
ON BA�/KS fTYPJ
EXCAVATION
� l5'-4"
STA. 27+36 -L- (LT)
2'
MlX OF CLASS B AIyD
CLASS l RlP RAP
C�IVTER-S(/,lyK llyTO
lySTREAM CHA�/NEL
DETAIL 9
CUT DITCH
( Not to Scale)
Front
Q( DItC�t
Natural � �,'.� �gC Slope
Ground 2•� D �\d�
Min. D= 1.0 Ft.
FROM STA. 11 + 85 TO STA. 12 + 12 -Gl- (RTj

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+74.21 (LT) to Embankment Protection 0.03 < 0.01 186 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 < 0.01 258 56 0
*Rounded totals are sum of actual impacts
NOTES:
2013 10 24