20160110 Ver 1_FINAL Buffer Permit Drawings_20160204

0
a
�
8
�
N
9
0
�
�
i
Q
�
Y
�
0
N
�
�
N
M
O
V
..
�
V
�
�
O
V
See S/�et 1-A For Index of Sh�ets
See Sheet 1-B For Conventional Symbo/s
� ; .
- � , '�_ ,', i F �
� , . :
��
— T ' ee
� gR
w_ �
y�
-�_ �
s�
2 I
pUS��v C0.EEK ,
£ P I
� . I
Sy
�
y�'! . �,F .-
i `�
'`
� ep� i �
SR2o51R� __ `\__ y _
, �a �
,i� PRO)ECT ,
�ocnnorv �,� -
�N
, _ Eo��� � ��
, , �
� _ ����-
,
� _
, �
� �, �� � -- �
,� �
_ _ -�
����� �� ����� ��������
�������� �� ��������
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
B UFFER IMPACTS
[� tTT. 1
"�O tic
�`�'�'s,�p�'�o
s�
\°o,
�� ���T A
i_______________________________________ ________
X B . B Y 2
� PERMIT DRA WINGS
----------------------
BRIDGE # 910132
SUBMITTAL # S-149 R2
SUBMITTAI, DATF.: OUI5/16
BLJTHE
BUFFER DRAWING
SHEET 1 OF 7
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 = 0.341 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 = 0.360 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:

iS` � � _ �
O \
79'E
Z �� ,
O �,SY' Ce
� ��
� r � \ M�
Cfl
,.! �,'�
\�, CR
c li ��'��� ��
D /C7 �
g ,�i
� ?
i
c '
o �
W 260
� �
`� I
ti ;
� I,
�
m 250
�
0
D
_
M 240
0
m
m
�n
� 230 �I
a ---
i
m 220 -
�,
�
N
O
3 III
0 210 II- - -
�
Q �
� li
Y 200 I
190
�
0
N
�
� 15
SITE 1 S1AN�AR� 'y' OITCH yy/ CLA$ B' IP RAP
EST 20 TONS,EST 25 SY GF
SEE DETAiL 3,�S�HE�ET 2-Bo �7
RCIPpS5API RI�BRAP�EST 10 TT� ry5. ST I SY
S�E DETAIL 2, SHcEETyy 2-B cT5YSpl e
5E5TTN�5R�ON�.�STH45�SY�GFD ,� RIP AP
�32-2 SEE ETAiL , HEET 2-B
LATERAL 'V' DITCH / CLA55 'B' RiP RA �
SEE DECTQiL5SS4E5HEET52 BpFp
ESTT7CSYOGF�RA2 TONSET ZO OO
RETAiN C8'S
�E-1
�_ =�d \�� �o� :,�J
-L- S1a.15f05.00
ELEV = 245.90'
TlE PROPOSED
PAVEMENT TO EXIST
Y �e•� -
——_F,�x 'NS
�_
m
132-5
S
iryTOPE� STiNGBPi�E �H N
74' \ �
�IIIF � � SPECIAL LATERAL 'V' �
� DITCH. SEE DETAiL 5, l�
\ \T E—E SHEEi 2-B �
F� �B a C � E ln
RCP-III F � �– � C W
I ' CP-m � – T -- � – �– – – VW1
B g
> i�
N
I ' -I� �
� Q
CB IS'RCP-ly CB IS'RCP-I V1
I
J
% __� �� �'� �� �� -- �
,�
/_� � � f — — — `�\ �F — — . F — _ _ _ F _ _ _ — _ _ F—r_ — _ — R— F— F 2
�/ E>2235' I E � _ ` J W J
R _J I1, —____——�� �
aZ� ��' CLA55 IIRIP RAP
\ RIP RAP E�BANKMENT r� TO ELEV.230.0' �� Q
`RETAiN (STRUCT�lJRES
PROTECTION PAY ITEM. TYP) \�
� CLA55 nRiP RAP,
EST i80 TONS \\S� ��
EST 200 Sv GFD � ��
�_SEE DETAiL 2,
SNEET 2-B' FiYP) � \�
ROCK PL4TI G EXISTIN�BRIpGE ' e, � \\
CLASS ir RiP RAP �/GFp E%CAyATiON ' \ ��
45:i5LOPES tSEE STRUCTURAL ' B ai, �S! s ���
EST 155 TO $ PLANS. TYPI Iz ,' �
EST i65 SYNGFD �� � \ ��
SEE DETAiL 6 SHEET 2-B � ` ��
��
-- 132-3 "
/32-/ \\ \\�
eZ S
i8' RCP-ry 8Z z �'\���.,_\
.. \ \�\
-L- Sfo.15+83A0
ELEV = 291.68'
Pl = I7+08A0
EL = 236./6'
VC = 250'
K=66
��� OS = 90 �PH
---____f-JU.6269/. ___—
CL STA 20f95.00 -L-
/�/00'
TYPE llI PRESTRESSED GIRDER
CL ELEV = 233.73
SKEy� = 75'
CONC DGR � �yAY
E D BRIDGE
-L - Sio. 2/ t95A0
ELEV= 233.42'
����������������������������������������������������i
C:::�C:::�:::::C:::�C::::::::�C:::SC::::C:::�C:::�::I
�� —————--- ————----—— -.--._ ---._-_:_--
– – – – – —f+1155% t+)052%
BEGIIy SPECIAL J
BEGIIy SPEC/AL DITCH CRAOE Lr
����� �-', D/TCH GRADE L� -L-VSrA 22+50 g� -
-L- STA 20t08.IX1 � ��� � � ' � �
BRIDGE HYDRAULIC DAT A E�v = 22�.so `�'� ; [. +10A3 – . _ . . – END SPEC/AC � � � '� -
DESIGIy 0/SCHARGE = 4500 CFS aITCH GRADE Lr ��y
DESIGN FREQUEN�" = 50 YRS BM-2 -L- STA 2/+8p ' w 1- -- - --- -
DESIGN hly� ELEVATION = 229A FT -L- $TA 17+62.04 C V= l
BASE D�SCHARGE = 4900 CFS OFF 83.34' RT BM-I {i
BASE FRE�[/EIyCY = l00 YRS ELEV. = 229.61' ENO SPEC�at -L- STA 21+47.85 ' _
DITCH GRADE Cr
BRIDGE 970732
PERMIT DItAWWGS
�
)IECT REFERENCE
DBS-970732
DWAY DESIGN
ENGINEER
SHEET NO.
4
IYDRAUUGS
ENGINEER
� BLJTHE
Kimley>>> Horn
'%i%i'i�ii'i •
.....�...
\\\\` � • . : • . •
BUFFER DRAWING
SHEET 2 OF 7
DATUM DESCRIPTION
THE LOCALIZED CODRUINATE SYSTE�) DEyELOPEU FOR THIS PROJECT
IS BASEU ON THE STATE PLAN COOHDINATES ESTABLISHED BY
OTtiERS FUR (�ONU�NT "91-OH2-2"
�ITH NAD 89/NSRS 1007 STATE PLANE GRID COORDINATES OF
ONTHING: 800675.866�fr) EA571NG: 2t45508.5041ft1
ELEVATION: 228.8971ft1
THE AyERAGE CO�IBINEU GRIU FACTOH USED ON THIS PROJECT
(GROUND TO GRIDI IS: 0.99994051 260
THE N.C. LA�IBERT GRIU BEARING AN�
LOCALIZED HORIZONTAL GROUNU UISTANCE FROI�
"91-0132-2" TO -L- STATION ,22+00 IS
N 66° 38' i" E 26.17
ALL LINEAR DII,�NSIONS ARE LOCALIZED HORIZONTAL DISTANCES 2 SO
vearica� oarul� usEo is payo ee
� - .-- . ���� �.-: �- 'l���9EB�CC�C�:E�IB�E�:C�CC�:�:E:CC�C�:E�l��E�:B�CC�C�:E����E�:E�l��:�:E:CC�C�CE�
i - .-- I�) ,' u II • = :� �. � �: �::�:::::: � �: �::: �::::::::: �::: �: � .�:::::::: �: �::: �::: �:::: �::::
'^� � � --.-� . . . -�. � :-� ............. ......... ......... ................... ......... ...
...........�.........�.........� ...................�.........�...
•� � � • � " • ; ; � , ;,•� �� II�CC�OCCO��COC�CO�Cg�CCCO�CCOg�CO��COCCCO�CC�OCCO��COC�CO�Cg�CC
� �i
, . � ' , • � • • � • � ,•,,;•;•
:���������: �
. : • �
240
230
22�
2��
2��
190

Z
O
>
�
132-5
�
* RETAIN 18' RCP�
N
REMOVE/REPLACE CB
SPEC14L LATER4L 'y' DITCH TIE TO ExiSTiNG 18'
I� SEE DETAiL 5.SHEET 2-B
PWG FILL ANO
ABANDON i8' RCPI
Q
ti
W
�
W - - - - � -
� �
� CB CR CR
+
�
N
Q �
N CB C
I
J
� 18'
15'RCP_ly
_ _ _F _ - - _
U
� E
ILCLAS$ 'B' RIP RAP �
EST�3TTONSTECTiON ''\
� EST i0 Sv GFD
� /32-3
� OUTLET CHANNEL iMPROyE�ENTS
CLASS IIRIP ItAP fBANKS 0 LYI
E ESt 20 GTOpS
Q SEE DET4iL 7, SHEET 2-B
y 280
a
�
�
�
0
W 270
�
�
�
�
w
� 260
U
�j
O
D
S
M1NS ��O
O
m P�
� EL
y 240 KC
a OS
�
m 230 - -
°' (+105E
�
N
O
0
0 220
�
�
Q
�
Y
21�
200
�
0
N
�
� 25
CL�ASS5C RI�N��.PMe�R�sMo�LYI
SEE �ETAo�7,SHEET 2-B
rALUM���M Bp% CULyERT
STRUC URE N0.30
CL gTA 27+25 -L-
SKEW - 102'
SPAp = i5'-4': RiSE = 6'-5'
ENGTH = n2.5'
i y iN 222 5 iNV OUT = 220.4
B RIEO ' ADyyALLS UP
A � DO�tiSTREYiM
C ASS I RIP RAP
J;'� ��EOF L2 ISPONSECTi�
T 3 SY GFD
REM VE i9 LF
� SITE 2 ,� �
I
132-6 � ,
REMOyE BLiND JB. q�l �I �f
30' RCP. AND FES
t�°� I��.
�SHEEDE2ABC60N �Ili
45 SY PSR�) /
I�
RgTA�N ,H 35FAPT � �
RE, �
TAi�CB AN� 36'RCP � p°/
REMOyR i0 gL.F.3gM'RCP .. ^ nI. c�e�`"�
I�TOPEX $TING�PIPEH �. '-J Lv ! � / y�
J�
� I � � ��_ _ _ 6' RETAIN MH RETAIN �iH
� RETAIN 24' RET41N 24'
IIICB TIE PROP CB INTO
E%iSTiNG 36' SvSTE�A
RETAiN 36'�� REMOVE AN� REPLACE
RETAiN 42• JB y�/ TBJB �'i �HCB
i5'RCP-�V
Cfl
i
, � 'Qf' BZ ,
F E 924jH /
o F s\
i E ��
� � ::� ; �\ ��
\ e 0�
s JS �� ry
\�.. ati ��oz i�.
�� �,����-
� .11
I 132-7
. I(�
E�T�IOK TONNSRPROTECTION �BQNKS ON�Y�
EST 20 �SY GFD
SEE DET iL 2, SHEET 2-B
--------- `\\I-' H
E F E7=E�E ' _ ca
�.. � F �
— �
/.. �... ..\
\ \ —
132-9 �
\ ;
\ �yE N�' /
� � _ ,.�.
__--
PROIECT REFERENCE NO. SHEET NO.
BRIDGE 970I32
DBS-970732 5
ROADWAY DESIGN HYDRAUUGS
PERMIT DftAWINGS ENGINEER ENGINEER
CR
CR �R �
� BLJTHE
Kimley�>>Horn
� �h
ALLOWABLE IMPACT$ ZONE 1
� ALLOWABIE IMPACTS ZONE 7
MITIGABIE IMPACTS ZONE 1
� MITIGABLE IMPACTS ZONE 2
BUFFER DRAWING
SHEET 4 OF 7
-L - RO�ERS RD (SR 20521
26 27 28 29 30 31 32 33 34 35 36
280
: 270
260
L J O
240
230
220
2��
200

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) (ftz) (ft2) (ft2) (ftZ) (ftz) (ftz)
-L- 20+04.69 to
1 Bridge 20+43.15 (LT) X 773.1 1561.0 2334.1
-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 2330.8 2330.8
-L- 20+43.15 to
1 Bridge 21+07.48 (RT) X 1963.4 848.5 2811.9
-L- 20+83.20 to
1 Bridge 21+33.10 (LT) X 3180.8 931.4 4112.2
-L- 21 +00.36 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 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 Roadway 30+80.38 (RT) X 854.4 2260.3 3114.7
TOTAL: 16863.8 5794.6 22658.3 854.4 2260.3 3114.7