HomeMy WebLinkAbout20160110 Ver 3_SF910132 REVISED FINAL #2 Permit Drawings Oct 13 2016_201610170
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See Sheet 9-A For Index of Sheets
See Sheet 9-8 For Conventlonal Symbols
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WAI�E CO U1�TY
LOCATION: BRIDGE N�.132 OVER SMITH CREEI�
ON SR 2052 (ROGERS RD)
TYPE OF WORK GRADING, PAVING, DRAINAGE, AND STRUCTURE
WETLAND AND STREAM IMPACTS
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EXPRESS DESIGN BUILD: DIVISION 5B – YBAR 2
' PERMIT DRAWI11tGS
BRIDGE # 910132
SUBMITTAL # S–/49 R4
SUBMITTAL DATE: OHlI/L6
BLJTHE
PERMIT DRAWING
SHEET 1 OF 10
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 FINAL
UNLESS ALL. SIGNATURES COMPLETED
HYDRAU�,EG ��„�NGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley�>>Horn ;�'°��`•�•�R���''��,
PLANS PREPARED FOR
ADT – 17,300 VPD 77�E NCDOT BY.• o=�,� ;���oFESSipN��q;_
b0 25 0 50 700 =,- =: SEQ� ': - o� �o�a��
DHV = ; °: 0326I5 ,•' ; 3 Q�a
2012 STANDARD SPEClFICATlONS F P:' V: Q �� \
PLANS p = ;q,r'o.k.ci,N� p��: � o
LENGTH ROADWAY PROJECT DB5-910132 = 0.356 JEFFREY W.M001ZE,RE. ��''�%�„P,;,�°� ''F o ��
50 25 0 50 700 T– b% s�cNnrune: �,
RIGHT OF WAY DATE: PROJECT ENGINEER � �
V= 45 MPH LENGTH STRUCTURE PROJECT DB5-910132 = 0.019 ROADWAY,���s�rR.���ENGINEER �
MAY 21, 2013 ELIZABETH LYNCH,P.E. ,o°�°�`Fessi'�'ti9'�,, ��a���
P R O F I L E ( F i O R I Z O N T A L) T O T A L L E N G T H O F P R O J E C T D B 5— 9 1 0 1 3 2 = 0. 3 7 5 �Ro�F�TDEsrGN FN�rueEx ��'4�° �"'�: : ��� �,o Q
FUNC CLASS = RURAL - sEn� _ �oa �p��,�
to 5 0 l0 2o LOCAL L E T T I N G D A T E: _ o z a< 3 e - __-�
SUB–REGIONAL TIER MAY 21, 2013 KZAK HAMIDI,P.E. %��R``NciNfE?o��,�.•'
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ENCASEMENT (BY OTHERS)
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EST 25 SY GF�
STANDARD BASE DITCH-
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SEE �ETAIL 13,SHEET 2
SEE NDTE 13-
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(SEE DETAIL 0, SHEET 2-E
FND PROPOSED l0' CONC
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PROPOSED PERMANENT
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LINE (BY OTHERS)
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PERMIT DRAWINGS
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ROADWAV DESIGN HYDRAUUCS
ENGINEER ENGWEER
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� BLJTHE
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PERMIT DRAWING
SHEET 2 OF 10
�DENOtES IMPACTS M
SURPACE WATER
�DENOTES TEMPORARV
IMPACTS W SURFACE WATER
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i0 Ep�E OF GREENVIAY P'ATH. ES7' l3d 7'ONS
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SEE OETNLI.SnEET 2-B
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SEE OE7AlL 2.SHEE7 2-B
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SEE OE7AlL 2.SHEET 2-B
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EST 45 70N5
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SEE DET,WL u.SnEET 2-B
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EST 275 Sr GFD
SEE DETAIL IO,SNEET 2-8
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SPAN = 15'-4"; RISE = 6'-5'
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P CONCRETE SILL INSET Y FROM H'�
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SEE DETAIL 2, SHEET 2-8
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132-3
BEGIN CULVERT
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auT�ET cHnNNE� iMPRovEMENTs
CL IRR �y/ CFD ON BANKS
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Mix oF c� a RiP RAP allo
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SEE �ETAIL 6, SHEET 2-B
END CULVERT
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REMOVE I9 LF
OF EX6T
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REMovE QNo REP�acE
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PROPOSFD CAST-IN-PCACE RETAIN/NG WALL
-L- STA 27+5L28 TO 28+4438
ScE SHEET R-1
PROPOSED PIPE HANORAIL
-L- STA 27f52.86 TO 25+32.70 i7T (80 LF)
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RETAIN CB
AND 36"RCP
RETaw za�
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o eti �� EST 100 �SY G �L B RIP RAP T/E TO EXIST SIDE� K TO BE �
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iNsr�r�Eo ar orHERs \-E I I ��'
riE ro Exisr cae ro eE E
iNsru�o av orHERs 132-7
SEE SHEET 7 FOR II ����
ENLARCEl�ENT OF
�MPACT AREA II i'
ouT�ET aaoTECTiaN nNo ouT�ET cHaNNNE� iMPROVEMENTs II ;'',
PLACE CLA55 II RIP RAP IN CHANNEL uP 7D 70P ElEVA71DN OF
FOOTINC BENEATH PIPE AND EXTEND RIP RAP INTO
THE cHANNE� oo NSTREAM Ta Tr+E POE �iMiTs.
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PROIECT REFEftENCE NO. SHEET NO.
oes 9iais2 s
ROADWAV DESIGN HYDRAUUCS
ENGINEER ENGWEER
�`,?�R'F45S�0`�y9': �`���FESpa�'�'.0�;
:: �O �',9 : ` ?'2Q� N.�l ; '
�4 SEAL ��� = SEAL =
ozaase = 032615 =
: ; •`•, F,y Ee,;' : v'., �rN E,Q�.i� ?
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� BLJTHE
Kimley>>> Horn
�DENOTES IMPACT$ IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACF WATFft
PERMIT DRAWING
SHEET 4 OF 10
SEE SHEETS 2-C THRU 2-F FOR CURB RAMP DETAILS
SEE SHEET 6 FOR -L- PROFILE
NOTES:
QTIE TO EX/57 CURB AND GU7TER
QT�f 70 EXiST SIDEWACK
❑3 RETWN EXIST CURB RAMP
J❑ADJUST�IENT OF dIANHOLE
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+04.02 to Aluminum Box Culvert < 0.01 < 0.01 20 20
27+19.50 (RT)
2 -L- 27+25.78 to Aluminum Box Culvert < 0.01 < 0.01 38 20
27+75.80 (LT)
2 -L- 28+21.23 to Roadway < 0.01 18
28+31.06 (RT)
1 -L- 20+73.29 (LT) to Embankment Protection 0.01 85
20+96.60 (RT)
1 -L- 21+02.74 to Embankment Protection < 0.01 22
21+22.85 (RT)
2 -L- 27+72.38 to Embankment Protection < 0.01 18
27+93.05 (LT)
TOTALS*: 0.06 < 0.01 387 45 0
*Rounded totals are sum of actual impacts
NOTES:
*Total Permanent Channel Impacts along the centerline of Smith Creek is 186 linear feet.
**Total Temporary Channel Impacts along the centerline of Smith Creek is 5 linear feet.
***Total Permanent Channel Impacts along the centerline of UT1 to Smith Creek is 76 linear feet.
****Total Temporary Channel Impacts along the centerline of UT1 to Smith Creek is 40 linear feet.
**'`**Total Permanent Channel Impacts along the centerline of UT2 to Smith Creek is 18 linear feet.
2013 10 24
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DETAIL 1 �
ROCK PLATWG DETAII
( Not to Scale�
SHOULDER POINT
���- � 20 ft
\�j CLASS II RIP RAP
O 3.0 N ' - i
MIN. OVERLAP � ���
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��p�AF FABRIC OVERLAP DETAIL
GEOTEXTILE � �� ( Noi fo Scole)
10 N OVERLAP
(IF REQU�RED)
3.5 ft�
FROM STA. 19 + 50 TO STA. 20 + 30 -L- (RT)
DETAIL 5
TYPICAL SECTION - INLET CHANNEL IMPROVEMENTS
( Not to Scale)
EXIST EXIST 2@ 92"W X 72"H
�ROUND CMP ARCH
EXCAVATION � _
� /
� — � � /
LS:I SLOPE W/ = � � �
CLASS l RIPRAP AND 6� �5"
GEOTEXTILE FABRIC - - - - _-- -
ON BANKS ITYP)
MlX OF CLASS B AND f-E— l5'-4" -
CLASS l RlP RAP COUNTER-SUNK
INTO UPSTREAM CHANNEL TO
TOP OF PROPOSED SILL
STA. 27+36 -L- (LT)
DETAIL 2
RIP RAP AT EMBANKMENT
� Not to Scale)
10'min.
Ditch 1.0'minJ
Grade 2.0 FT
� �
GEOTEXTILE —�
Type of Liner= Ciass II Rip Rap
W/Geotextile Fabric
STA. 20+83 -L- (LT)
STA.20+95 -L- (RT)
FROM STA. 11 : 84 TO 13 -F 26 -Gl- (RT)
STA. 27+85 -L- (LT)
PROPOSED ALUMINUM
BOX CULVERT *30
�� 2
� l.0' BUR/ED
Y CONCRETE S/LL INSET 2'
FROM FACE OF HEADWALL
DETAIL 3
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural � 31 � Fill
Ground 3 � Slope
D
Min. D = 1.0 Ft.
FROM STA. 22 + 50 TO STA. 25 + 50 -L- (LT)
BRIDGE 9I0737.
PERMIT DRAWINGS
DETAIL 4
TOE PROTECTION
( Not to Scale�
O�
NATURAL � `L�'� ���
GROUND \ F�
�
d
CI= 2 Ft. FILL
6= 2 Ft. SLOPE
Type of Liner= PSRM
FROM STA. 28 + 50 TO STA. 29 + 50 -L- (LT)
DETAIL b
TYPICAL SECTION - OUTLET CHANNEL IMPROVEMENTS
� Not to Scale)
EXIST EXIST 2@ 92"W X 72"H PRQPOSED ALUMINUM
GROUND CMP ARCH BOX CULVERT "30
_ — _ _ ` � ' � � � . / I \ �
— � — — � / \ / \ — � � —
1.5:1 SLOPE W/ '"`
CLASS l RIPRAP AND
�EOTEXTILE FABRIC
ON BANKS (TYPI
EXCAVATION
DETAIL 9
CUT DITCH
( Not to Scnle)
Front
ot Ditch
Natural � �,.1 ,�gC Slope
Ground �•� p F�at
� Min. D = 1.0 Ft.
FROM STA. 11 + 85 TO STA. 12 + 12 -Gl- (RT)
2'
�� l5'-4"�; �MLAS�FI R/PSRAP AND
COUNTER-SUNK INTO
DOWNSTREAM CHANNEL
STA. 27+13 -L- (RT)
PROIECT REFEftENCE NO.
oes 9iais2
.OADWAV DESIGN
ENGINEER
SHEET NO.
2-B
ENGWEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� BLJTHE
Kimley >> Horn
PERMIT DRAWING
SHEET 9 OF 10
DETAIL 7
TOE PROTECTION
( Not to Scale�
�
1 � � � FILL
NATURAL �� ��,�� SLOPE
GROUND d
GEOTEXTILE
d = 2.0 Ft.
Type of Liner= Class 'B' Rip–Rap
FROM STA.30+35 TO STA.32+50 -L- (RT)
DETAIL 10
LATERAL BASE DITCH
( Not to Scale)
Natural �
F�n
Ground ?'7 p �,'.� 1'ift. Slope
d
GEOTEXTILE g
Min. D= 2.0 Ft.
*When B is < 6.0' Max. C1= 4.0 Ft.
Type of Liner= CL I Rip-Rap 6= 4.0 Ft.
W/Geotextile Fabric b= 2_0 Ft.
FROM STA. 19+50 TO STA.20+68 -L- (RT)
DETAIL 12
OUTLET CHANNEL IMPROVEMENTS PROPOSED CAST-IN-PLACE
(Notto S�ale� �RETAINING WALL
EXIST 42" TO
_ BE RETAINED
EXIST —�� � � �
GROUND i I
2:l SLOPE W/ - � � �
CLA55 /l RIPRAP AND ����
GEOTEXTILE FABRIC �J�J�J
EXISTING
FOOTIN� �-EXCAVATION
STA_ 28+31 -L- (RT)
PLACE CLASS ll R/P RAP
lN CNANNEL UP TO
TOP ELEVATION OF
FOOTING BENEATH PIPE
DETAIL 11
STANDARD BASE DITCH
( Not to Scale�
Natural Naturol
Ground ?•j 7,�.� Ground
d �
Geotextile g Min. D= 2.0 Ft.
Max. d = 4.0 Ft.
B = 4.0 Ft.
Type of Liner= CL I Rip-Rap
W/Geotextile Fabric
FROM STA. 19 + 07 TO STA. 19 + 50 -L- (RT)
DETAII 13
STANDARD BASE DITCH
( Not to Scale)
Notural Natural
Ground ?• j �,•.� Ground
d �
Geotextile � g Min. D= 2.0 Ft.
Max. d = 4.0 Ft.
6= 15.0 Ft.
Type of Liner= CL II Rip-Rap
W/Geotextile Fabric
FROM STA. 20+68 TO STA.20+97 -L- (RT)