20140863 Ver 1_REVISED Buffer Permit Drawings_20151207

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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF CARY
E'XPRESS DESIGN BUILD: DIVIS701V 5B - YEAR 2
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'� PERMIT DRAWIIVGS '
BRIDGE # 910067
SUBMITTAL # S-09/ R2
SUBMITTAL DATE: Il/02/Z015
BLJTHE
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley >> Horn �DRAUI,ICS ENGINEER
PLANS PREP�JRED FOR
50 25 0 50 l00 ADT = 6,400 VPD THE NCDOT BY.• """
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PLANS K za�z .rrnxnnan srscrF�icAzioxs ���� o
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�- LENGTH ROADWAY PROJECT DBS-910067 = 0.078 JEFFREY W. MOORE, P.E. ''F n �
SO ZS O SO �OO T = SfGNATURE: �� n
RIGHT OF WAY DATE: rao�Ecr excmeex � �
V= 45 MPH LENGTH STRUCTURE PROJECT D65-910067 = 0.013 ROADWAY vESIGN ENGINElR �,
MAY 21, 2013
PROFILE (HORIZONTAL► TOTAL LENGTH OF PROJECT DB5-910067 = 0.091 ELIZABETH LYNCH.P.E. ���, �j
PUNC CLAS$ = COLLECTOR reo�Fcr oasrcx ENcruEEe �� ��
io 5 0 to 2o RURAL LETTING DATE: ����
PROFILE (VERTICALj SUB-REGIONAL TIER MAY 21, 2013 K.Z,Aft HAMIDI,P.E.
NCUOT' CON7;9CT p.g.
SIGN�ITURE:

BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ftZ) (ftz) (ftz) (ftZ) (ft2) (ftz) (ftz)
12+29.78 to 12+74.75
ROADWAY (LT) X 444 426 870
12+74.75 to 13+13.30
BRIDGE (LT) X 529 0 529
13+33.86 to 14+39.61
ROADWAY (LT) X 898 627 1525
11+77.65 to 12+74.60
ROADWAY (RT) X 1103 524 1627
13+03.27 to 13+26.10
BRIDGE (RT) X 336 0 336
13+26.10 to 13+73.76
ROADWAY (RT) X 614 470 1084
TOTAL: ssza 2047 5971 0 0 0
DIVISION OF HIGHWAYS
WAKE COUNTY
PROJECT: D65-910067
11 /2/2015
SHEET 2

Rev.Jan 2009

BRIDGE 910067 P�OIECT REFERENCE N�. SHEEf NO.
-�- SF-910�67 4
�1 st� u-�sz,z� os�-r p�w�ir DR.awiN�s �, SHE� No.
ROADWAY PESIGN HY�RAl1LIC5
�= 36' 34' 33.3' !RT 1 F;: �� EN�iNEER �K�itieee
D-!5'26 37.0' r nuoLvne�f ihaFncTs zaN� i
L = 235.84' '�'"'��� �
T = 122.61' o -
R = 371.0C1' ,*r� �, � � �� � . -.. �� �
DS - 35 MPH - _.._. �_,<eie i �
SE - EXISTING �L- PT Sta. l2�765C1 FI:ELIMIN Y L�L.�1�75
RO = EXISTING BEGIN BRl17GE oo NOT „�Q Po CONsfix„�,oN
--L- POC Sta.12+64.7$
cLass iiRiP AaP ro e��v z1q.e� EN� BRIDGE
157RlJCTl1RE5 PAY IiEM, TYP}
RacK P�ariNc -C- PQT 5to.l3+37J6 END PROJECr DB5-JlOD&7
e�ass uRiP RAP +aa_6, END CDNSTRUCTlON
E$7 45 T�N$ 64_45' {38_63
-L- POT Sta.15 � 47.62
NQ. Si STONE +pp3p 56.48' . +5B.1B � L yTH E
EST 8 T�NS 50.15' +3p,56 - 52.25'
EST 695 SY GEO . _"� +36.75
SEE �ETAIL I E%IST RM' _ qg'� � H55.69
8EG1N PROJECT D85-910007 :69.m ' � , � h ao.�a�
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-L- POC Sta,1pf62.33 �, m �
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EST I15 TONS EST I TON �eozErri� roa �a"��
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M0.57 STONE ���EHrs ROCK �nanNr�rne,as J
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SEE �ETAIL 1 Ol1TLET PROTECTION
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PROPpSE� JB INT6
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ISEE STRLICTURES PLANS, 7YP1 �k,n, smray
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�_ - - L STA l2f69.78 - , I� _ _ .�, _� I_ " ' - � , i : �::
� BASE DISCNAfiGE _ 22fJQ CFS _.. , _ , _ _ BEGlN BRIDGE SK�W !05' . _ . i � , I _' _-I� I _ '. . ;- -
6 8a5F FREQUENCr �00 YRS ���STA� 0��.33
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`m DATE (1F SURVEY !0/23/Z013 �� _ I� ' � I _ PI = l2i25a`Q P! _ l4-�67.00 } �� I k . I.` I
'm 290 I _ _
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i_ ', �'. DS .=535..MPH DS = 45 MPH . D� = 35 Iv1PN � �. � i.j i i. I �-- I _.
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SE = EXlST1NG
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CLA55 IIRIP RAP TO EL@V 274.8'-
[STRLICTIJR�S PAY ITCF6, TYPI
ROCK PLa71NG
CLA55 IIRIP RAA +BB.61
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N0.57 STONE +po.30
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ROCK PLAT]NG CLASS 'B' RIP RdP
CLA55 IIRIP RAP Ol1TLET PRflTECTION .
EST 145 TONS EST rtoN
N0.57 STONE EST 5 SY GED
EST 25 TONS � CLASS 'B' RIP RAP
EST I750 SY GEO OLITLET PROTECTIDN
5EE DETAIL I EST ITON
a67- . �5T 5 57 GE�
BRIDGE 9100b7
PERN4IT DRAWINGS
�AiLO1NA6LE I}hFACTS Z6FIE 1
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Q67-
PROJECT REFERENCE NO. SHEEY NO.
SF-910067 4
Rrw SHEEi NO.
ROA�WAY DESIGIv FiYn24VUC5
�NGINEER ENGI.fJEER
,ELI2vIIN�Y �T..4.h75
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: OESIGN FREOUENCY _ 25 YR5 � r _ _... . ; � I i ._::: �.... _
- _ _ . CL ELEV ... . .276.2J � ;. �. � - _.. . I -- ' _.. ,.. ... , , I�
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DESlGN NwCE�v r�ON _ 2704�1 FTS _ BEGlN GR,4aE _ , BEGIN BRlQGE ; . SKEW =:105'. I � I . , � - : I � _ .. . . I� -- � , � _ . , �i �
; BASE olSCH.4RGE � P2DQ CFS I� _.. _... -L- STA IOf62.33 _ � -'I � - _- � - I
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, _. - I ELEV 27611 �ND BRlOGE � i i:. � I
. 9A5£ 1-1SV ELEVATION _ = 279.87 FT _. I _
, ELEV 2 4.28 � _ -L- 57"A l3+37.l6 ;.I i_� ,;� I � � i� � �
; OVFR70PPlNG: DISCHARGE = 2000 CFS =: � _ _ .; _ i - -.... � _ i� { I I I _ _
. OVFR70ARING FRE�IIENCY = 5t7 YRS -: i j., . I.,. I : EL€V-27634' , END S�A�5f47.62 i r � I._ 7;::, i �� .I:',.' i. � I t i
i OVER70PPlNG ELEVAT lON = '..279.54 FT ' { .... _ i. � � I - !. _:_ :.- _ `. � � , �. �-- I..�... � L ,.,. I
, __ _.._ . - � , , _.. . _ ELEV _ 278.38' � : � � ,.:. ' � - - _ __ _ _
� QATE OF SIiRVEY - I i.::.- i i I PI = 12t26.50.. .. i I P! 14a�87.fJ0 . i� .,. _,...:_ `......... I. � '
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i S1+S.ELEV.4r10N _,:= i , I i �� I _ i �_ EL = 2%6.79'_ � I1� �.- I....�... _..::. �, � -` __ _ �9Q_
A T O A TE O F SURVEY 1'= 271.6 FT � !.. 1:'
i. f --_� � r � I I a EC ^ 274:10" VE = 100'OLY .. . _ li VC 12Q' r:�� i ,; � i y. I: _ �.�
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i ,- � � r� i � (-J0.309!% , � _ I _. - i i I: i� � i; �'
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