HomeMy WebLinkAbout20160110 Ver 3_SF910132 REVISED FINAL #2 Permit Drawings BUFFER 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
B UFFER IMPACTS
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EXPRESS DESIGN BUILD: DIVISION 5B – YBAR 2
! PERMIT DRAWI11tGS '
BRIDGE # 910132
SUBMITTAL # S-149 R4
SUBMITTAL DATE: 062U16
BLJTHE
BUFFER DRAWING
$HEET 1 OF 8
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)
CLASS I RIP RAP OUTLET PROTECTION —
ExTENo Ta TaP oF EMaANKMENT PRorEC
EST 20 TONS
EST 25 SY GF�
STANDARD BASE DITCH-
/ CLASS II RIP RAP
Si i0 i0N5
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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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PROPOSFD SfNITARY
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PROIECT REFEftENCE NO. SHEET NO.
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ROADWAV DESIGN HYDRAUUCS
ENGINEER ENGWEER
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ENGINEER TO Fl£LD VERIfY INSTALLATION
�� �B PLACE CCASS ll RlP RAP W/ GFO FRO,�/ TpE OF SLOP/NG ABUT.L�EN7
i0 Ep�E OF GREENVIAY P'ATH. ES7' l3d 7'ONS
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\ E5T i55 70/V5. E5T i65 SY GFD
SEE OETNLI.SnEET 2-B
l3 RlP RAP ENBANK,1/ENT PROTEC'fION
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SEE OE7AlL 2.SHEE7 2-B
l4 RlP RAP EMBANKMfNT PR07EC7'lON
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SEE OE7AlL 2.SHEET 2-B
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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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Mix oF c� a RiP RAP allo
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SEE �ETAIL 6, SHEET 2-B
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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)
I I/ \ 1
_E7 CHANNEL�� GFD ONMBANKS
. I RIP RAP 'ry
�T 20 TDNS.EST 40 GFD
X OF CL B RIP RAP AND
I RIP RAP IN STREAM BEp
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iE OET IL 5,SHEET 2-8
ALIJMINLJM BOX CLILVERT
STRIJCTl1RE N0.30
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SPAN = 15'-4"; RISE = 6'-5'
�ENGTIi = u25'
WV W= 222.5, W OUT = 2244
gEAO��yAL�SP�PRANO DO�NSiREAM
P CONCRETE SILL INSET Y FROM H'�
RIP RAP EMBANKMENT PROTECTION
�CLA55 II RIP RAP
E57 10 iONS
EST i0 SY GFp
SEE DETAIL 2, SHEET 2-8
REMOVE I9 LF
OF EX6T
36' RCP
REMOVE BLMD d8
30' RCP, AND fES
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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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INSTAl1ED BY OTHER� �. I �
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PROP ORNEWAY lBY OTHERSI �\, - ��
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iNsru�o av orHERs 132-7
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auT�ET aaoTECTiaN ANo ouT�ET cHaNNNE� iMPROVEMENTs II ;'',
PLACE CLA55 II RIP RAP IN CHANNEL uP 7D TOP ElEVA71DN OF
FOOTINC BENEATH PIPE AND EXTEND RIP RAP INTO
THE cHANNE� oo NSTREAM Ta Tr+E POE �iMiTs.
�nv ancK s�oPE�s nr z:i allo �wE VyiTr+ aass u RiP RaP I 4,�'
AN� GEOTEXTILE FABRIC
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EST 100 SY GFD Q LAYERSI
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oes 9iais2 s
ROADWAV DESIGN HYDRAUUCS
ENGINEER ENGWEER
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:: �O �',9 : ` ?'2Q� N.�l ; '
�4 SEAL ��� = SEAL =
ozaase = 032615 =
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� BLJTHE
Kimley>>> Horn
ALLOWABLE IMPACTS ZONE 7
� AILOWABLE IMPACTS ZONE 2
MIiIGABLE IMPACTS ZONE 7
� MITIGABLE IMPACTS ZONE 2
BUFFER DRAWING
SHEET 4 OF 8
SEE SHEETS 2-C THRU 2-F FOR CURB RAMP DETAILS
SEE SHEET 6 FOR -L- PROFILE
NOTES:
❑l TlE TO EX/57 CURB AND GU7TER
QT�f 70 EXiST SIDEWACK
❑3 RETWN EXIST CURB RAMP
J❑ADJUST�IENT OF dIANHOLE
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) (ftZ) (ftZ) (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 Bridge 20+76.91 (LT) X 1921.3 1921.3
-L- 20+43.15 to
1 Bridge 21+07.48 (RT) X 1963.4 848.5 2811.9
-L- 20+gg.18 to
1 Bridge 21+33.10 (LT) X 2798.8 824.3 3623.1
-L- 21 +00.51 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+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 3489.8 356.1 3845.9
-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 Roadway 30+80.38 (RT) X 854.4 2260.3 3114.7
Disturbed Area -L- 20+90.25 to
1 Mitigation Site 21+27.33 LT X 508.4 223.5 731.9
-L- 21 +21.50 to
1 Disturbed Area 21+29.42 (LT) X 52.9 52.9
-L- 20+47.93 to
1 Bridge (Ditch) 21+09.24 (RT) X 666.3 803.2 1469.5
TOTAL: 16846.9 7011.8 23858.7 854.4 2260.3 3114.7
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( Not to Scale�
SHOULDER POINT
���- � 20 ft
\�j CLASS II RIP RAP
O 3.0 N ' - i
MIN. OVERLAP � ���
���S.� � TOE OF SLOPE
��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 DRAWMGS
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
BUFFER DRAWING
SHEET 7 OF 8
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)