20120762 Ver 2_Revised Map_20150416

- ..... � - -
LEGEND � � �
NAD g3i SRS 2007
�DENOTES IMPACTS IN � DENOTES TEMPORARY
SURFACE WATER IMPACTS IN SURFACE WATER
0 0 �V�7P�A�I�� A�T� �7CI�L�Al�'g II�I�AC�C
� � + � �� ��"-.&��'i�"�t*J£.f�l�' iA�,�k�i
HEAD �
.15' ��1 ���� ��� ��� �cAV�nTi� � � �
!y LIMITS
� , GR Ll1CY P. CLJLBERSON LIFE ESTATE _ BLD/SB501+90,00 � I
1 �R ELEV.=557.67' UNKNOWN
/ ^ �P,�I R/R SPIY.E IN / OWNER
� V CLA55 II RIP RAP UP 13' OAK
� SOIL I � g . BEGIN PROJECT BD-51070 TO SHOl1L0ER ELEV. (TYP.)
� —L— POT Sta.12t50.00 �STRUCTURE PAY ITEIA)
� I WOODS gq
I"' I '� �
_, . �
/ � , —�— ru; �ra. ibr�v.w
S BILI ATION e� -BL 4-
DI� I F L_23' Te�ePHa� oveaNeao '� - EN� SBC +10 �AVIO L.BROWN
� �� \_ SEE ENLARGED AREA xIRE ELEV: 577.5' /��
\ A F TO PROTECTION
TH� � SE DETAIL C / �' ti Eh�Ep 5 noo�s
�\ � P ES . 7? SY PSRM /�r� I_ ° B � .- '�
i rr• ix . ' : .
� I + w000s ... .. woo�s`� _
TBDI — , F , 0,. . . .. _ �,,
" '�Sl IG 0./�
\ � _.—_ '
— /� \ � P + F � - �ey2 �—f '�i
I �
RETAIN�i • / TBO� F ��� i� P�
� ^U . ° P / � \\ -- _� T�� /�
�u
F i�� e Po i --- � E�5 Pr P-�
/ F P
— / . Q�v + . F `� pNpSGPP I
" �� F HIRE ER OVESBT.6O' m�y �� / ! k SPLI AIL ` ��1\ � ppEp
/ � , W00�5 • W0005 ti / WIflE ELEVV=583.OB'
CLA S B RIP RAP
Iv . � : � ° EST 2 TONS TOE PROTECTION
RICKEY BERNARD 7 SY FF
� .� SEE DETAIL C
WOODS � / SHARPE . � � �'� E5T.7? SY PSRM
WOODS TOE PROTECTION � �p.E�
TF�tPORARY CAUSEWAY F SEE DETAIL B � •
�' L-38� EST.77 TONS RIP RAP ���'
r(� � 1 - EST. 77 SY FIL. FAB. /�e /� pLACE BANK STABILIZAT ON N�
, V
Q`v UNKNOWN SEE UETAIL A
r� G �A . / EST. 10 TONS RIP RAP JOHN JR. & ANN B. OEVINEY
OWNER
V ___/ EST. II SY FIL FAB.
��Pv CONCRETEISILILC TELEPH�NE OVEflHEAO ���� �
/ H L : LB '
/. loo O
�N������ ���� TOTAL PROJECT LENGTH: 400 FEET
50 100 PROPOSED BRIDGE: 2 SPANS: 1@40', 1@55', 21" PCCS,
NOTE:
SCALE• I"- 50' SCALE• I"- 100' HORIZ PR°PERTY ""ES °` R/W WERE EXISTING BRIDGE: SINGLE SPAN BRIDGE: 1@ 40'5"
- , - , srneusHEO er c
� (NOT SIIRVEYED IN F
I
I � �
� �
i I ( I t
� -L-
; � I i I � '
�----------) -------- --------- — — - — — ----- — ---- — -- -------- —
; ; ; i i ;
I � ' � GIN PROJECT END PROIECT
� BE PI 13 + 75.00
� STA. 12+50.00 VC = 55090 ' STA. 76+50.00
� I ( I K= 26 i �
I � ; ' ' '
BEGIN GRADE ; � END GRADE
� i ! _. STA. 13+00.00 i_____.._ STA. 76+OD.00 ___� —
i- ---
BRIDGE M'DRAULIC DATA � I ' ! EL = Sb4.87' � — EL = 560.59�
DESIGN DlSCHARGE = 2100 CFS I I ' I ! I
� : � � S A. 14+ 2,5 : � '
DESI�N FREQUENL1' = 25 YRS . I ; � BLEND z'P cs,ie o,iess�, ! ; PI = 5+00.0 `
� 1 0
i , � w/ ��S' D� e_FAP�..�.._--..._ € EL = 559.34'
DESI�N NW ELEVATION = SSE9 fT -T_---- -- _-__-_'__...--- -- --...__ ...._------- ----- i-- --EXQT— --SHIFa BRI� E 6! TO LEFT SItiE _ VC = 90' --_BLTp D..
BASE DISCHARGE = 3570 CFS I � I � OpLi= 9s•, KEW r�o•,
BASE FREQUENC✓ _ lOD YRS ` GP ELEV. = 560.72 K= v i ExIST
BASE MN ELEVATION = 561.6 fT I � I I � I � ..�I.,..... , � .
OVERTOPPING DISCHARGE = 2700 CFS
OVERTOPPING FREQUENCY = 25 t YRS
OVERTOPPING ELEVATION = 5599 FT
DATE OF SURVEY = 3-08-20/2
V/S. ELEVATION = 55/.0 FT
AT DATE OF SURVEY
10 11 12
�z
I E EV. = 553.6 y'
TEIAPORAR CAUSEWAY -
ITEIA) TOP ELEV 553.0�
- — -CA . Y-DFfAIC" /-
ORMAL WSJ
q�ATE: 7=08-20�
---- �REMOIE-f-XIS� EiJI]-
PLAC BANK STAB�I
W/CL II RIP RAP �
13 14
15 16 17 18
PROIECT REFERENCE SHEEf NO. '
� BO-51070 4
ROAD\YAY DESIGN HYORAULICS
ENGINEER ENGINEER
INCOMPLE E PLANS
Da NoT u5E FOA /W ACpUi5ITI0N
I'RELINiIN R�Y PLAN9
DO NRI' USE PO CONSI'RI1f,T1oN
x,,,�� Mo„,,,�,,,� �� E.u�
IICENSE NO. F-0669
Prepore
o,�« ac�;� Hatch Mott Po ap, ,00
�` MacDonald C".°."„o,-"�.,o'"; o�,s's
� Florence & Hutcheson
Ct1�5lILTIN4 LNGINT.ERS
�, � w.�.,�,:.�ro�,�e�<„�„
�� �QO.. �::: F9v�
VERTICAL SCAIE HORIZOMAL SCALE
�,.-.T�.�r�°� Z�,Rrri�� �
DEfAIL A
BANK STABIl1ZA710N
. INOin XeL7
� z Filler
4
Fa6ric
ti
0
rrx oru�,- evss neir we
-L- STA.74+49 TO 14+66
DETAIL B
TOE PROTECTION
�Na� Smk�
OQ'
vy 1'�.<(EY' Sior[
�c ovrm d F
�`e"`uc
d= 7 F. F
Type af Liner� Class 0 Rip-ROp
1- STA 12+95 TO 13+65 RT
DEfAIL C
TOE PROTECTION
iNO�m s�.�
Na�uml
Grvvnd 5��
d
d = 1 F
Type efliner = P51A4 '
- -i-s7a�z+9oTO 73+to�i
� sTa.ls+ao ro is+io xr