20160110 Ver 2_SF910132_REVISED FINAL Buffer Permit Drawings_20160621_20160622

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See Sheet 9-8 For Conventlonal Symbols
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� 111 �Y ����� �� 1lJllJll�� V�`Y � Jl �
WAI�E cou�T�
LOCATION: BRIDGE NO. l32 OVER SMITH CREEK
ON SR 2052 (ROGERS RD)
TYPE OF WORI�: GRADIIVG, PAVING, DRAINAGE, AND STRUCTURE
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EXPRESS DESIGIV BUILD: DIVISION SB — YEAR 2
� PERMIT DRAWINGS
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BRIDGE # 910132
SUBMITTAI, # S-749 R4
SUBMITTAL DATF,: 0621/16
BLJTHE
BUFFER DRAWING
SHEET 1 OF 7
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF WAKE FOREST
DOCUMENT NOT CONSIDERED PINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS ENG7NEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley>>> Horn
AZ,�1NS PREPARED FOR
ADT = 17,300 VPD THE NCDOT BY.• °°
50 25 0 50 700 � o� u��u���y
c�
DHV = 1012 STRNDARD SPECIFfCATlONS a�?� ���o
PLANS �
� LENGTH ROADWAY PROJECT DB5-910132 = 0.356 JEFFREY W.MOORE,P.E. �� � �
50 25 0 50 t00 T— 6% RIGHT OF WAY DATE: srcNaruRe: i� g
PROJECT ENGINEER ROADWAY DF.,SIGN F..NGINLLR � o
V= 45 MPH LENGTH STRUCTURE PROJECT D65-910132 = 0.019 �
MAY 21, 2 013 ELlZABETH LYNCH A.E. �� aQ
PROFILE (HORIZONTAL) TOTAL LENGTH OF PROJECT DB5-910132 = 0.375 � �p oc/
FUNC CLASS = RURAL PROJECT DESIGN ENG7NEER �� ��
l0 � 0 t0 2o LOCAL LETTING DATE: ���a�° �
SUB—REGIONAL TIER MAY 21, 2013 K.ZAK HAMIDI,P.E.
xcnoT courncr r.r.
PROFILE (VERTICAL)
SIGNATURF.:

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� P�PERIN VlC/Nl� OF Ex�STEUNDfRG�NO W�EEE�C A�ER��INE���NG
7 R�j NN EXIST ROCK CRO$5 Vq/yf.1/yTfGRATE PRqPoSfO
EMBANKMfNT PROTECTION Y�/ CRO$S VANE W/ M/X7(lRE OF
CLA55 B.4N� CLASS / R/P irAP
ESf 2 TONS CL B R/P RAP. EST 2 70N5 CL I R/P RAP
ENG/NEER TO FIELD VER/FY INSTALLA7/ON
QB PLACE CLA55 /lR/P RAP�/ GFD FRO�i TOE �F SLOP/NG ABUT,�IENT RETAiN CB
TO E�E OF GREENYyN' ATH. EST i3o roNS
EST l 0 SY GFD
Q9 SHOP CURVfD GUAROR.NL fR = 2(Y1 RETAW CB
l0 RETNN rRA/ySFORMERS i5'
�� RET.NN Ex�ST WALL M/D �RNN�IGE SYSTE.0
l2 RfKK PLA?ING - CLA55 ll RIP RAP y�/ GFD VY/ 15:1 SLOPfS
E57 i55 TONS. EST l65 SY GFD E—
SEE DET.N[ l.5/iEET 2-B N� ,,, � /Q
lQ RIP R.4P EMBANKMENT PROTECrION �� -
CCASS ll RlP RAP, EST lBO TO/y5 Z F pi �
EST 200 SY GFD
SEE DETAIL 2.ShlEfT 2-B � R 2 -
l4 R/P R.4P EMBA/yK,�IENT PROTECTION � F�� �� ca-i
CLASS ll R/P RAP. EST i0 TONS �- � 9 F, ��__��� �
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SEE DETNL 2.SNEET 2-B
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� TO ELEV.230.0' �� �
(STRIJCTURES �
� PAY ITEM. TYP) CLASS 'B" RIP RAP
�\ EST 3TTONSTECTiON
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9 CiV MILLU�C ���D Rc5" �AC/NG ' ��
RESl1RFACING
-L- Sia.15+05.00
ELEV = 245.90'
TlE PROPOSED
PAVEMENT r0 EXIST
190
-L- Sto.l5+g3.00
ELEV = 24/.68'
Pl = l7+OE
EL = 236.
VC = 250
K=66
�� DS = 40 MPH
BRIDGE HYDRAULIC DAT A
DESIGIy DISCHARGE = 4500 Cf 5
DESIGN FREOUEA/CY = 50 YRS
�ESIGN lyi'i' ELEVATION = 229D FT
BASE OISCrIARGE = 4900 CFS
BASE FREQUEIyCY = l00 YRS
easE rryy E�Evar�oN = 229�o Fr
OVERTOPPING DISCHARGE _ 10000 Cf5
OVERTOPPING FREOUEN�" _ >`.� YRS
OVERTOPPIA/G ELEVATION = 23/22 FT
DATE Of SURVEY 0//l6/20/4
y�S. ELEVATIOA/
A7 DATE OF SURVEY = 2/6b FT
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CL STA 20+g5.00 -L-
���oo�
TYPE IN
PRESTRESSED GIRDER
CL ELEV = 233.73'
SKEW = 75'
-L- Sta.20+4�
ELEV= 234.05'
■■■■ ■■■■■■■■■ �
em�a�eeaem�eea ''�,
PROPOSFp lG'
coivc cREENw ar
END BRIDGE
-L- Sta.2/+45.t
ELEV= 233A2'
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-L- STA 17+62.04 -
OFF 83.34' RT BM-I
ELEV. = 229.61, ---- - -----
N 800939 E 2145182 -L- STA 21+47.85 II', _ _
R/R SPIKE SET IN 16' PINE � OFF 109.54' RT
NORMa� ELEV. = 222.35' ry
�Vs.E�. = z�e.a N 800654 E 2145416
PROPOSED .5b"'SANITARY 0 EXISTING
sewEP iNF iN 54°srF�i aaioce R/R SPIKE SET i- -
BRIDGE 970732
PERMIT DRAWINGS
�
PROJECT REFERENCE NO. $HEET NO.
D85-910132 4
ROAOWAY DESIGN HYDRAULIC$
ENGINEER ENGINEER
DOGUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� BL�JTHE
Kimley>>> Horn
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BUFFER DRAWING
SHEET 2 OF 7
DATUM DESCR1PT10N
iHE LOCALIZED COORDINATE SYSTE�1 DEVELOPED FOR iH15 PROJECT
IS BASED ON TNE STATE PLANE COORDINATES ESTABIISHED Bv
OTHERS i0R �IONU�NT "91-0132-2"
�'ITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 800615.866�ft1 EASTING: 2145508.504�ft�
ELEVATION� 228.897(ft)
TNE AyERAGE COMBINED GRIU fACTOR USED ON THIS PROJECT
IGROUND TO GRIDt IS: 0.99994051
THE N•C. LA�BERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FR0�)
„91-0132-2" TO -L- STATION 22+00 ]S
N 66° 38' 3" E 26.17'
ALL LINEAR DIbffNSIONS ARE LOCALIZED HORIZONTAL �ISTANCES
VERTICAL �ATU�I USED IS NAy� BB
ENcasEMEn�r rerorHFRs� IN 12" Ty�IN OAK ��� � � � - - - -- - -
-L - ROGERS RD (SR 2052I srRucruRE ExcavarioN
18 19 20 21 22 23 24 25
260
250
240
230
220
2�0
200
190

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7 R�j NN EXIST ROCK CRO$5 Vq/yf.1/yTfGRATE PRqPoSfO
EMBANKMfNT PROTECTION Y�/ CRO$S VANE W/ M/X7(lRE OF
CLA55 B.4N� CLASS / R/P irAP
ESf 2 TONS CL B R/P RAP. EST 2 70N5 CL I R/P RAP
ENG/NEER TO FIELD VER/FY INSTALLA7/ON
QB PLACE CLA55 /lR/P RAP�/ GFD FRO�i TOE �F SLOP/NG ABUT,�IENT RETAiN CB
TO E�E OF GREENYyN' ATH. EST i3o roNS
EST l 0 SY GFD
Q9 SHOP CURVfD GUAROR.NL fR = 2(Y1 RETAW CB
l0 RETNN rRA/ySFORMERS i5'
�� RET.NN Ex�ST WALL M/D �RNN�IGE SYSTE.0
l2 RfKK PLA?ING - CLA55 ll RIP RAP y�/ GFD VY/ 15:1 SLOPfS
E57 i55 TONS. EST l65 SY GFD E—
SEE DET.N[ l.5/iEET 2-B N� ,,, � /Q
lQ RIP R.4P EMBANKMENT PROTECrION �� -
CCASS ll RlP RAP, EST lBO TO/y5 Z F pi �
EST 200 SY GFD -:`
SEE DETAIL 2.ShlEfT 2-B � R 2 - '
l4 R/P R.4P EMBA/yK,�IENT PROTECTION � F�� ���� ca-i
CLASS ll R/P RAP. EST i0 TONS — � ��� -��-
EST l0 SY GFD � 9 Fi �--� �
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� TO ELEV.230.0' �� �
(STRIJCTURES �
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�� EST i0 SY GFO
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BEGIN PROJECT DB5-9/0132 \
BEGI CO STRUCTIO �� ��
L Sto 15f05.00
/32-/ `
9 CiV MILLU�C ���D Rc5" �AC/NG ' ��
RESl1RFACING
-L- Sia.15+05.00
ELEV = 245.90'
TlE PROPOSED
PAVEMENT r0 EXIST
190
-L- Sto.l5+g3.00
ELEV = 24/.68'
Pl = l7+OE
EL = 236.
VC = 250
K=66
�� DS = 40 MPH
BRIDGE HYDRAULIC DAT A
DESIGIy DISCHARGE = 4500 Cf 5
DESIGN FREOUEA/CY = 50 YRS
�ESIGN lyi'i' ELEVATION = 229D FT
BASE OISCrIARGE = 4900 CFS
BASE FREQUEIyCY = l00 YRS
easE rryy E�Evar�oN = 229�o Fr
OVERTOPPING DISCHARGE _ 10000 Cf5
OVERTOPPING FREOUEN�" _ >`.� YRS
OVERTOPPIA/G ELEVATION = 23/22 FT
DATE Of SURVEY 0//l6/20/4
y�S. ELEVATIOA/
A7 DATE OF SURVEY = 2/6b FT
0
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CL STA 20+g5.00 -L-
���oo�
TYPE IN
PRESTRESSED GIRDER
CL ELEV = 233.73'
SKEW = 75'
-L- Sta.20+4�
ELEV= 234.05'
■■■■ ■■■■■■■■■ �
em�a�eeaem�eea ''�,
PROPOSFp lG'
coivc cREENw ar
END BRIDGE
-L- Sta.2/+45.t
ELEV= 233A2'
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BEGIIy SPECIAL J
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BM-2 J W ' _ _ _ -
-L- STA 17+62.04 -
OFF 83.34' RT BM-I
ELEV. = 229.61, ---- - -----
N 800939 E 2145182 -L- STA 21+47.85 II', _ _
R/R SPIKE SET IN 16' PINE � OFF 109.54' RT
NORMa� ELEV. = 222.35' ry
�Vs.E�. = z�e.a N 800654 E 2145416
PROPOSED .5b"'SANITARY 0 EXISTING
sewEP iNF iN 54°srF�i aaioce R/R SPIKE SET i- -
BRIDGE 970732
PERMIT DRAWINGS
�
PROJECT REFERENCE NO. $HEET NO.
D85-910132 4
ROAOWAY DESIGN HYDRAULIC$
ENGINEER ENGINEER
DOGUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� BL�JTHE
Kimley>>> Horn
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BUFFER DRAWING
SHEET 3 OF 7
DATUM DESCR1PT10N
iHE LOCALIZED COORDINATE SYSTE�1 DEVELOPED FOR iH15 PROJECT
IS BASED ON TNE STATE PLANE COORDINATES ESTABIISHED Bv
OTHERS i0R �IONU�NT "91-0132-2"
�'ITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 800615.866�ft1 EASTING: 2145508.504�ft�
ELEVATION� 228.897(ft)
TNE AyERAGE COMBINED GRIU fACTOR USED ON THIS PROJECT
IGROUND TO GRIDt IS: 0.99994051
THE N•C. LA�BERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FR0�)
„91-0132-2" TO -L- STATION 22+00 ]S
N 66° 38' 3" E 26.17'
ALL LINEAR DIbffNSIONS ARE LOCALIZED HORIZONTAL �ISTANCES
VERTICAL �ATU�I USED IS NAy� BB
ENcasEMEn�r rerorHFRs� IN 12" Ty�IN OAK ��� � � � - - - -- - -
-L - ROGERS RD (SR 2052I srRucruRE ExcavarioN
18 19 20 21 22 23 24 25
260
250
240
230
220
2�0
200
190

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REMOVE i8'RCP REMOVE/REPLACE CB
11E TO EXISTINC IB'
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RCP-III
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� EST 20 ONS.EST 40 GFD
Mix Of CL B RIP RAP AND
= CL IRIP RAP IN STREAM BED
EST 5 70N5 CL B,ES7 7 TONS CL i
SEE �E7AiL 6, SHEET 2-6
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m EL = 230.85'
� 240 K�= ��
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CLASS i RiP RAp
OU7LET PROTECTiON
EST 20 70NS
EST 39 SY GFD
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OF EXIST
36' RCP
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RETAiN 42"—� ��B NI/ TBJB yV/ Mh'rR
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HYDRAULIC DATA
ALU�IUyUM BOX CULVERT 1y0.30
SP,4�/ _ l5'-4'.RISE = 6'-5'
DESIGN DISCHARGE = 4/0 CFS
OESIGN FREOUEN�' = 50 YRS
DESIGN rM1�' ELEVATION = 228J FT
BASE DISCHARGE = 960 CFS
BASE FREOUEA/CY = l00 YRS
BASE liy� ELEVATION = 22850 fT
OV£RTOPPIIyG DISCHARGE = 820 CFS
OV£RTOPPIIyG FREOUEIyCY = )50D YRS
OVERTOPPIA/G ELEVATIOA/ = 23199 FT
DATE OF SURyEY 01/l6/20/4
�ys. E�vanoN
AT DATE OF SURVEY = 223b FT
�, r+�o52/.
0
o- -----
o L20 � . ., . _ I� .
� �
ALUMM�M BOX CULVERT
srauctuaE No.so
� CL STA 27+25 -L-.SKEy� = i02°
SPAN = IS'-4"; RISE = 6'-5"
� SITE 2 �EN�TH _ ��2.5- „ �
iNV W= 222.5, iNV OUT = 22i.4
BURIE P NPSTREAM ON Y)
HEAD ALLS UP AND DO�NSTREA�M �
i' CD CRETE 9LL iNSET 2' FROM H�y , II
roe Pa rEcr�oH �32-6 � 'i�i �
�SEE DE�AiL 4, �I
SHEE7 2-B II'��I � �
45 5Y PSRM �� � I� ��I.�
N� r^- o` �
JBT'N/MH � ��,
� 1I Ir'���
� -��FaFT �� .
R TAIN C8 �
A�D 36'RCP � �
-- � �—�—�1� . , ��c ,
�_
RETAiN MH RETAW MH
L RETdiN 24' RETAiN 24'
ISRCP-I
/32-7
CB i5"RCP-ly
—�
tl�T.��i}y�i{}�#E17.�d3�J-' . _
1
TOE PROTECiION
S@EgE DETAIL T.Sh'EET 2-B
EST 100 TON ��pL B RIP RAP
132-9
WE 293H
PROJECT REFERENCE NO. $HEET NO.
BRIDGE 970132
D85-910132 5
ROAOWAY DESIGN HYDRAULIC$
PERMIT DRAWINGS ENGINEER ENGINEER
c�
CR- /
s�
�� ii����: � � �
� - Pl = 34+20.00 � . � ..
--- ----- ----- ---- - -
- --- - --- ---- -
- EL = 259.25 - '
- - - - - -- - - Pl = 33+15A0 VC = 80' � � � ---
E[ = 25/.94' K = 96 y15�. - ' � � _
-- - - - - - - - --- DS = 40 MPH �+)5� -
- - ---- - - - - VC = l20'
- - , - ,-- - -- - - K = 79 - -
- DS = 40 MPH �
.
i- - --- ----
PI = 30t30A0 - -_ I �+1'fA��% II -- - - - -
-
VC - 45032 , �+1548�7/. �
K = l04 � - - ' -
DS = 50 MPH I - -
�+15Aa�1'/• . ,
f +IIJ516%
i-- - - - - - - -
;- �` - --- - - -- - -
. ��
'L — J70. J9 *t3D.VV
ELEV = 262.71'
T/E PROPOSED
PAVEMENT r0 EXIST
DOGUMENT NOT GONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� BL�JTHE
Kimley>>> Horn
�
At,IOWABIE IMPACfS ZONE I
� ALLOWABI.E IMPACTS ZONE 2
MI7IGABLE IMPACTS ZONE 1
� MITIGABLE IMPACTS ZONE 2
BUFFER DRAWING
SHEET 4 OF 7
280
270
260
250
240
230
220
Q £NO SPECiA� � --- ALUMINUM BOX CULVERT - -- ------ ---- - ----- ---- - ----- - ---- -- -- - ---- ----- ---- - ---- - ----
� - - ------ ---- - -- -- ----
OITCN GRAOE CT j- 5rRUCTURE N0. 30 I
Y 2�� -L- STA 25+50.00 - - - - - - - - - - - - - - - - - - - - - - - 2��
- - - - - -
LV= � li i
i, �,—� �, _,—�._.. �
_ _._.. ._..�. _._.. � _
i .i
I . il
�� �
-
. _
-
� 200 - —L — ROGERS RD (SR 2052) zoo
0
N
N 25 26 27 28 29 30 31 32 33 34 35 36
�

Z
O
>
z
NLET CHANNE iMPROVEMEN7S
CL I RIP RAPN y�/ GFD ON BANKS
p RETAIN 18'RCP ' �ESLXIRP�pRAPSINESgTRR EAMANBED
* � SEE DETAILS5CSHE�T52-g 70NS CL i
N
SPECiAL LATERAL 'V' DiTCH �5' RCP-IV
SEE DETAIL 3.SHEET 2-B
REMOVE i8'RCP REMOVE/REPLACE CB
� � � �11E TO EXISTINC IB'
V
�
W
_
`^ R
� --- _ ce
� �
o �B isRcp iv
ce ��-� �R-� ce
N
Q �
h —
N CB 15'RCP-I C
I
J
� i8'
_ - - - - - - - - R - �
J
�
� E ��
LCLASS 'B' RiP RAP ?
� OUT�ET PROTECTION \
EST 3 TONS
� Esr �o sY �Fo
� 132-3
O
Q
�
EOUTLET CHANNEL IMPROVEMENiS —
Q CL IRR / GFD ON BANKS
� EST 20 ONS.EST 40 GFD
Mix Of CL B RIP RAP AND
= CL IRIP RAP IN STREAM BED
EST 5 70N5 CL B,ES7 7 TONS CL i
SEE �E7AiL 6, SHEET 2-6
28�
w 270
___ ----- ---- -----
�; -- - -
ti
g
� -- - --- - - - - ---
� 260 - - -
�
'�
o i , �r_,. � : - - ---
o`
_ _
N 250
�
0
°' Pl = 25f55A0
m EL = 230.85'
� 240 K�= ��
.,
o DS = 45 MPN
�
0
� 230 =- - � flIJ516% - -
ti�
i
CLASS i RiP RAp
OU7LET PROTECTiON
EST 20 70NS
EST 39 SY GFD
�REMOVE i9 LF
OF EXIST
36' RCP
REMOVE BLMD JB.
30' RCP. AND fES
E
X��.�h��:� :. '�r � ` 15��
R6P CBTiE PROP CB M70 /�/ /36"
ni EXiSTMG 36" SYSTEM RCP-m
i i
RETAW 36'�� rREMpVE AND REPLACE
RETAiN 42"—� /^�B ry/ TBJB yV/ Mh' rR
���
�l' ,� ,`�� / / �\�.� y
�\��\ / m � �,M1 ``,` �\ .
\\ b ��BZ
_�1� , �-�:
� \i ,I
� �/:
I �\\
HYDRAULIC DATA
ALU�IUyUM BOX CULVERT 1y0.30
SP,4�/ _ l5'-4'.RISE = 6'-5'
DESIGN DISCHARGE = 4/0 CFS
OESIGN FREOUEN�' = 50 YRS
DESIGN rM1�' ELEVATION = 228J FT
BASE DISCHARGE = 960 CFS
BASE FREOUEA/CY = l00 YRS
BASE liy� ELEVATION = 22850 fT
OV£RTOPPIIyG DISCHARGE = 820 CFS
OV£RTOPPIIyG FREOUEIyCY = )50D YRS
OVERTOPPIA/G ELEVATIOA/ = 23199 FT
DATE OF SURyEY 01/l6/20/4
�ys. E�vanoN
AT DATE OF SURVEY = 223b FT
�, r+�o52/.
0
o- -----
o L20 � . ., . _ I� .
� �
ALUMM�M BOX CULVERT
srauctuaE No.so
� CL STA 27+25 -L-.SKEy� = i02°
SPAN = IS'-4"; RISE = 6'-5"
� SITE 2 �EN�TH _ ��2.5- ,,; �
iNV W= 222.5, iNV OUT = 22i.4
BURIE P NPSTREAM ON Y)
HEAD ALLS UP AND DO�NSTREA�M II
i' CD CRETE 9LL iNSET 2' FROM H�y �, �
132-6 � �
TOE PRa TECTiON II �I
�SHEEDETAg 4, II �� �
45 Sv PSRM �,. a I III.__
r� 1
RE7AIN . .^,II'..
JB '�/MH C``+='
�I ',{I I �i
. �I � �.. \ \ -��FSFT � .
RE TAIN C8 � � ��'�
AND 36'RCP � � ... ,' ,'
- ,��. ��n ��' ���=---
. �-' '-� I_ . II �
,
RETAW MH RETAW MH
� ReTe�N za• aErn�N za•
ISRCP-I
/32-7
CB i5•q�p_��
���'�1-'e17H-0d$�3:,il�n —
?OE PROTECiION
S@EgE DETAIL T.Sh'EET 2-B
EST 100 TON ��pL B RIP RAP
132-9
WE 293H
���T
--- ----- ----- ---- ----- ----- ---- -
- Pl = 34+20.00
- EL = 259.25
- - - - - -- - - - Pl = 33+15A0 VC = 80'
EL = 25/.94' K = 96
I ----- --- ----- DS = 40 MPH
- - -- ---- - - - -- - -- VC = l20'
- - - - - -- - - K = 79
- DS = 40 MPH
.
- - --- ----
PI= 30t30A0 - -- �/
EL = 236.32' �+17�
VC = 450' - 15,4g0'
+
K = l04 - (
DS = 50 MPH
�+15Aa�1'/• . ,
f +IIJ516%
i-- - - - - - - -
;- �` - --- - - -- - -
. ��
Q £NO SPECIA� r-- ___ ALUMINUM BOX CULVERT ___
� - - ------
07Crt GRAOE tT j- 5rRUCTURE N0. 30 _
Y 2,�0 -L- STA 25+50.00
LV= � li
PROJECT REFERENCE NO. $HEET NO.
BRIDGE 970132
D85-910132 5
ROAOWAY DESIGN HYDRAULIC$
PERMIT DRAWINGS ENGINEER ENGINEER
i
i r�,� ,.
I w I �� � ��
� VA'
T:
� �� ',
. 'i�`SS`�„'r':
�' � ` �6
` �V
�r `
� �
RET AIN � ��' �
���( - �
ca= ���_ _ - ..
cc� �
c��
ca- �
�-� i � ���: � �
���
_ ' i��
�+)526�5�' �
'L — J70. J9 *t3D.VV
ELEV = 262.71'
T/E PROPOSED
PAVEMENT r0 EXIST
DOGUMENT NOT GONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� BL�JTHE
Kimley>>> Horn
�
At,IOWABIE IMPACfS ZONE I
� ALLOWABI.E IMPACTS ZONE 2
MI7IGABLE IMPACTS ZONE 1
� MITIGABLE IMPACTS ZONE 2
BUFFER DRAWING
SHEET 5 OF 7
280
270
260
250
240
230
220
� 210
� , �i .�i
_ �
'�' �
�
-
. _
- �
� 200 - —L — ROGERS RD (SR 2052) zoo
0
N
N 25 26 27 28 29 30 31 32 33 34 35 36
�

z
0
>
�
0
.y
0
0
�
N
0
�
�
�
0
�
J
Q
�
Y
2.0 Ft
DETAIL 1
ROCK PLATING DETAIL
( Not io Scole)
� SHOULDER POINT
— 0�2.0 ft
CLASS II RIP RAP ��
� 3.Ofr
� JS MIN. OVERLAP � ���
�TOE OF SLOPE
��S � �
����°F FABRIC OVERLAP DETAIL
GEOTEXTILE � r (� ( Not 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 io Scale)
��
NATURAI � `L1 ��� I
GROUND �\ Q�
�
d
CI= Z Ft. FILL �
i.1= Z Ff. 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)
10'min.
Ditch �.0'mi�
Grade 2'0 �
�
GEOTEXTILE
of Liner= Class II Rip Rap
�+Ar+:la Fnl,r�r
STA.20+83 -L- (LT}
STA. 20+95 -L- (RT)
STA. 28 + 30 -L- (RT)
FROM STA. 11 + 84 TO 13 + 26 -Gl- (RT)
DETAIL 5
TYPICAL SECTION - INLET CHANNEL IMPROVEMENTS
( Not to Scole)
EX/ST EXIST 2� 92"W X 72"H
GROUND CMP ARCN
EXCAVATION �, _
_____ �\ �.
1.5:1 SLOPE W/ = � � � �
CLASS / R/PRAP AND 6% `5
GEOTEXTILE FABR/C - -' — - - �= --
ON BANKS fTYP1 r �
M/X OF CLASS B AND �-�-�5�-q��
CLASS l R/P RAP COUNTER-SUNK
INTO UPSTREAM CNANNEL TO
TOP OF PROPOSED SILL
O`�
FILL
NATURAL � ��,'C��� SIOPfi
GROUND d
GEOTEXTILE
d - 2.0 Ft.
Type of Liner= Class 'B' Rip-Rap
FROM STA. 30+35 TO STA. 32+50 -L- (RT)
STA. 27+13 -L- (RT)
PROPOSED ALUM/NUM
BOX CULVERT "30
�-' y 2
Tl.0' BUR/ED
1'
P CONCRETE S/LL /NSET 2'
FROM FACE OF HEADWALL
BRIDGE 970132
PERMIT DRAWINGS
DETAIL 3
SPECIAL LATERAL 'V' DITCH
� Not to Scale)
Natural � 3� � pj��
Ground 3•� $Io e
D P
Min. D= 1.0 Ft.
FROM STA. 22 + 50 TO STA. 25 + 50 -L- (LT)
PROJECT REFERENCE NO. $HEET NO.
D85-910132 2-B
ROAOWAY DESIGN HYDRAULIC$
ENGINEER ENGINEER
DOGUMENT NOT GONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� BLJTHE
Kimley >> Horn
BUFFER DRAWING
SHEET b OF 7
DETAIL 6
TYPICAL SECTION - OUTLET CHANNEL IMPROVEMENTS
� Not to Scale�
EX/ST EXIST 2@ 92"W X 72"H PROPOSED ALUM/NUM
GROUND CMP ARCN BOX CULVERT *30
_ ,c._ / ' \ , . / ' ..,�,�,crs�S _
_______ � � �� ___
1.5:1 SLOPE W / '�
CLASS / R/PRAP AND
�EOTEXTILE FABR/C
ON BANKS fTYP1
EXCAVAT/ON
2'
� l5' -4" �;� MlX OF CLASS B AND
CLASS / R/P RAP
COUNrER-SUNK INTO
DOWNSTREAM CHANNEL
STA. 2 7 + 36 -L- (LT)
DETAIL 9
CUT DITCH
( Not to Scale)
� Front
oC Ditch
Natural � �,'.� e< Slope
Ground 2•� p F\a�`
Min. D = 1.0 Ft.
FROM STA. 11 + 85 TO STA. 12 + 12 -Gl- (RT)

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 (ftz) (ft2) (ft2) (ftz) (ftz) (ft2) (ft2) (ftz)
-L- 20+04.69 to
1 Bridge 20+43.15 (LT) X 373.0 1528.9 1902.0
-L- 20+31.66 to
1 Bridge 20+43.15 (RT) X 207.7 207.7
-L- 20+43.15 to
1 Brid e 20+76.91 (LT) X 1921.3 1921.3
-L- 20+43.15 to
1 Brid e 21+07.48 (RT) X 1963.4 848.5 2811.9
-L- 20+83.20 to
1 Brid e 21+33.10 (LT) X 2798.8 829.7 3628.6
-L- 21 +00.36 to
1 Brid e 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+86.77 (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: 15672.2 5660.8 21333.1 854.4 2260.3 3114.7