20171492 Ver 1_940261_Erosion Control Plans_20171120

BEGIN CULVERT 178P.1/.R.173 PROJECT REFERENCE NO. SHEET NO.
I I -L- STA.Il+87.93 DBlIB-9402F1 F_�='-0�{
26�-� � . . � WW SHEEf NO.
I
INLET IMPROVEMENTS I �� w '
SEE SHT. 2A, DETAIL E ROADNGIN DRSIGN HENGINEERS
SPECIAL CUT BASE DITCH . v� END CULVERT CONNECT TEMPORARY Pi�eS
SEE SHT. 2A, DETAIL B I� �� wITH TEE OR EQUIVALENT
WATER LINE SERVICE � -L�ST_E�_L�O7
TO � RIP RAP EMBANKMENT CONNECTION
(3�-36 �.n�a� � I �' iNcri SEE SHT.2A, DETAIL G
} iEMPORARY PII'E �
TEMPORARY PIPE ;: � ,'7� t} �\ ���� -L- PC Sto. 12+3/.6/ CONNECT TEMPORARY PIPE TO �^�
— � �� "� � �� � �� �� �� IMPERVIOUS �OR�EQUIVAL N�T�CO�NNECT�IONR �
-L PT Sta. 11+69.24 � innPeevious 1 k, O i � � 1�F81EH.Ih'bdN ���]LAN�
\�OGO� .� DIKE � DO NOT U9E POR CONSTRU(TfON
� � DIICE �Q � -�� j �
sreaA� cur �ircH � �� � i�� � -L- PT Sta. 12+94.88
SEE SHT. 2A, DETAIL A R �"-s�„
-L- PC Sta. 11+04.80 � � � �, lr�- � �� y �� ��� ��� �_,�-;
i
� s�;z^� ra!�� s �� �� � GRAPHIC SCALES
R=10' �5 = ��_ -s� : � �� "_ �`�
BEGIN PROJECT l � � ,, �� -
-L- STA.Il+00.00 � ='_- �---� RFTq�� 30 0 30 60
\ �.
/ F k`_ -- -�� -L- POT Sto. 14+22.84 PLANS
/ iO� i'' 30 0 30 60
� � �� � � � � � � � � �
�°'���I I ���� I �. , m / � - �'C SPECIA _ ._ _.
�-E s��A��N i PROFILE (HORIZONTAL)
� � � ( �� iM�Eevious � � � 6 0 6 12
�`� A �
�y � / mti DIKE
r"� ' � � � �. � END PROJECT �
���' �� /� \ STANDARD 'V'DITCH�� -L- STA.l3+OO.00 � PROFILE (VERTICAL)
�ti \\ EE SHT.2A, DETAIL D SPECIAL CUT DITCH
X�� � �" � � SEE SHT. 2A, DETAIL C ���rE
\O O261-1 OUTLET IMPROVEMENTS reMPoenev oiKes nNo i�iNe nnusr ae iNsrnueo
SEE SHT. 2A, DETAIL F DURING CIEARING AND GRUBBING PHASE PRIOR
-L -
TO EITHER GRUB9ING OR GRADING.
- - P r f � -�- I , i � ��- - - . / � Sf4 //+3/.97 / � Sf� 12+75.89 CLEARING AND GRUBBING
^, i I I I �= 52° 44' 46.0° lRT) 0= 24° 09' S9.0" (RT) EROSION CONTROL FOR
`�.r l � D= 8/` 5/' 04.0" D= 38° lI' 49.9" CONSTRUQION sHEET od
J I! � L= 64.44' L= 63.27' NOTe
�, .1 I '� � �� zb�-2 T 34J1� T 32.1/ PLACC TEMPORARY ROCK SEDIMENI DAMS TYPE - G
I R= 70.00' R= l50 DRAINA EPOUTLETSOGK SILT CHECKS TYPE - A AT
�J �� O V l5MPH V= 25MPN
, �I ��, � ! :� / ! ' \ SE _ .03 SE _ .03
I
�ENVIRONMENTALLY SENSITIVE AREA
SEE PROJECT SPECIAL PROVISIONS
_-_____
_ --- -- ---- -- - -1�1�---- --- -- -�� - -- -- -I�I-I -- - --- -_I--u i �--I- u i �-- -- ---�- ---- 1--- -- - i- -- i i _
J-! LI �_ i i i i �� i I�I I i - _ I i U i I i �_ �� i i i
2 � ��� �___��� __ __,_�� � _,___ ��� _�_, ;-_ ��;_�___; _��� _�, � �� _� _;_, �� � _�� _ __ _L_ __ �: �� ;_, �� ��__,_�� �� � _�� ,_ �� �� � ,_ _- �� � ,___�_ � �_ � _� ___, _ �, �_ ,_--� �,__-
,920 --- -'� � �'
'��- ��, �;� �, ���, � ��� ������_ - ����� ��,� ��� � ��� '�� ��, � � � �, ��", _
_ T �T _ = T ; ; , _
I.-------� --- �� _ _�_� - � � � � � _
- � ' � � -i i�l�l i � � � � —� �I � I� �� �� ' � � -
--!---� !---I'--- __�_�_ i i_.-_i_ i i_i i__._! BEGIN �RADE !_'_�i� i� i__ __ � _�i _�i �__�� �i _�_�_:_ii _:_i_. ii �--ii __i__�i �_�--�i _I_�_ �i �_�--�i _�_____�--�i �_i_.__ii ii_ -ii--=----�i —�i �i --i----�i---
--i---',-i --i---'i i—_ i !i ���_i___-i ���_i-'i �i--;-i : -L- STA.Il+00.00 -- -- --���- i -i i -1-i�- i I i i �� �-i I-i i �I-i�- -I i i �i I-i�- i-I i �i I-i�_i__ __I-i�_i_i___i � �i- i---i__. . i —: ii- --i -i i i - _
2,910 � � � � - � _ � � � � -�� -�� � � � � � 2 910
' : ' ELEV.2,893.24' �
I = _, i i i � i i i i _
_ . : � � --- ! -:- - i Pl = 11f36.00 � - I�_:-'- - - --- --- -. - -'-. �� �� � i ; ; i -
_i. ii i ii i i_ _i o __�i i_ i_i_ i i__. . i i i i i_ i _:_i: i i i i
i EL = 2,889.86' i _ i_ i_i__ i -. i i_. i — i i i i_— i_
--- __ _= I '� �� _ -- -I- ��� . �� � -_ ��- - - -_
VC = 60' w ii END GRADE ! i i ii i i i i i -i ii i r
_ - � \ = v, Pl = 12+65.00 � , , ; -
I� I��� - I - - I', -- -
-
2 900 _ � I{ ��� V= 5 m h �m � EL = 2,887.48' _- _ �- T--;_- �- --- i-- -; ----- i-;-- . 2 900
' � � � P o o J _I� VC 50 ELEV. 2.887.60' i � � � 1_
L- A. l+00.00 �- i�
: ,
- i i i - � : : _ �� ���,o I_ K = 23 ; ' '-- - -
i i i i- i i i i i i � � o��, i f -_li _�i �_i_ _ i i �.
i i � _LL i_ �� � Q\,� V= 20 mph � � � i i
_ iii i iii ii i ii i � �,�Q� _ _ i- i- _ii ii i� ii
_ � i � _�j___ _i � �in�N _ _ _ � i � i__
- -h- - - �� "' z � , L ° � ° - --- - - - CULVERT HYDRAULIC DATA i i--
- --_ - _o� _
� /g � � � Itio-YR � `,1 �� I ", � ,� � 0 0 5 • - -
. . . . . . O c� � lu ,- . . . . . .�._._ . . . . . + - . . .
� • j/, ZW�� �';�ya, E��Vp lg�� ��c � � � i � � � i STR 94026/Sfo.l2 07S L
/
_Li_ _ _L . - �
�
- - - o wm�W
2 I I I I I I i DESIGN FREOUENCY = 2 YRS i I I 2
$ 8 �
90 _ 9
, � ,
�� I� ��� �� � � - �� �� �� ��
� �. _ _
i I I � _LL �' `- - `�(-)l.BS00% ---- ------------------ DESIGN HWCELEV TION = 2887.2 FTS i 1 I I I� I.I
i �
. I. I. I I_, I. I. I I. I I. I ._I I__I_. ._ I_I_ —)2.7 `
i I. i I. T I—I I 272�� �. � E)0.3500% l00 YEAR FREQUENCY 100 YRS i i--'
- - - - - - - I Ji � -.382 % - - - - - - l00 YEAR DISCHARGE = 2.700 CFS T"
�' ` 03824% I
� �`�� � l00 YEAR HW ELEVATION = 2.889.4 FT �
j � _ V_ _ _�J_ GlN SP CUT 'V' ITCH ND P C T'V' ITCH OVERTOPPING FREOUENCY= 2+ YRS
u -L- STA//+475 LT -L- SrA.l2+g0.00 RT OVERTOPPING DISCHARGE = 650 CFS
I I I I I I I I I I I� -� I I� ELEV. 288825 NT= ELEV. 2886.26 � I- � OVERTOPPING ELEVArION = 2,8B7.7 F7
2 t$8O I I I I I I I I I I I I I I I I I ,�h� r, � �� I I I PLANS PREPARED BY :
I NORMAL WATER SURFACE ELEV = 2,8835 FT
�—�� I. I I. i—� I. I I I I' I—I—� � —I I--I—� �—��-1— r��R��FiE�' � �—I—�—�-- (� DATE OF SURVEY = lI/2016 �� �
- I-T-I� T T-- -� - - -- i,�o��� --- -
END STANDARD 'V' DIiCH
BEGIN SP.CUi 'V' DITCH
l I_!-:_� � � -L- 12+41.5 RT , _ - --'
_, I I_I_ _ I, I_I_I_ _ I I. . I_I— .I I I. . I I. —_—I. �--I— � I. I--I_ I . I�. —. � �-- i. �---I—i I� . . . _LfJ� I I_.I I J. RUMMEL, KLEPPER 8 KAHL, lLP
- � I I -L- STA.11+9! LT BE�IN SrANDARD 'V' DITCH soo RIDGEFIELD DRIVE SUITE 350
. . E�EV. 2885.�5 . . -�- STA.l2f22 !�T . . . . RALEIGH, NORTH CAROLINA 2 76 09-39 60
� � � E�E�/. 2886.�� � � � � NC LICENSE NO. F-0172 • [phone]
�
10+00 11+00 12+00 13+00 14+00

I/ F�F',II,R,II J PROJECT REFERENCE NO. SHEET NO.
L�b'll�-=iq��i,:�l�l �c-�,4
WW SHEEf NO.
ROADwAY DESIGN HYDRAUlICS
ENGINEER ENGINEER
CU LVERT CONSTRUCTION SEQU ENCE STA. 12 � 07.5 -L-
PHASE 1
l. INSTALL SPECIAL STILLING BASIN, WITH A MINIMUM SEDIMENT CAPACfTY OF 42 CY
— AT DOWNSTREAM END OF THE WORK AREA AS SHOWN IN PLAN VIEW.
2. INSTALL TEMPORARY 15" PIPE (APPROX. 30 LF +/-) AT -L- STA. 12+39 LT AND INSTALL
TEMPORARY (3)-36" PIPE (APPROX. 108 LF +/-) AT -L- STA. 12+07 THROUGH EXISTING CHANNEL
AND PROPOSED CULVERT AS SHOWN ON PHASING PLAN.
3. CONSTRUCT IMPERVIOUS DIKE AT 15" TEMPORARY PIPE AND (3)-36" TEMPORARY PIPES AT UPSTREAM
WORK AREA TO DIVERT FLOW THROUGH TEMPORARY PIPES. ANCHOR AND SEAL TEMPORARY PIPES
SECURELY AT INLET.
4. CONSTRUCT AN IMPERVIOUS DIKE AT THE DOWNSTREAM SIDE OF THE (3)-36" TEMPORARY PIPES
TO ISOLATE WORK AREA. ANCHOR ArlD SEAL TEMPORARY PIPE SECURELY AT OUTLET.
(3j-36 INCH ---
TEMPORARY PIPE � '
(
� IMPERVIOUS . �
DIKE
f- f-� I f- , U �_
261-2
➢�II�]F,1LI�IIN.5�ff8� �1L.�N�
DO NOT lrSE FOI� CONSTRl1 TiON
5. CONSTRUCTIC7N APPROXIMATELY 19 LF OF THE PROPOSED (3)-12' x 4' RCBC, EXCLUDING SILL fN
CENTER BARREL, ALONG WITH ASSOCIATED CHANNEL IMPROVEMENTS AT OUTLET END.
6. COMPLETE STAGE 1 TEMPORARY PAVEMENT FOR SINGLE LANE TRAFFIC PATTERN AS SHOWN IN
ROADWAY PLANS.
7. CONSTRUCT ROADWAY EMBANKMENT AND ESTABLISH VEGETATION ON FILL SECTIONS,
FLOODPLAIN BENCH, AND ALL OTHER BARE AREAS.
8. SHIFT TRAFFIC TO TEMPORARY PAVEMENT AS SHOWN IN TRAFFIC CONTROL PLAI�S.
261-7 _
CONNECT TEMPORaRI' PIPES
WITH TEE OR EqUIVALEN�i
� CONNECTION
15 INCH
� � TEMPORARY PIPE CONNECT TEMPORARY PIPE TO
�•A : �� EXISTING 75" CMP WITH COLLAR
Q�� IMPERVIOUS OR EQUIVAIENT CONNKTION
� � DIKE
� A ��
� i
� �,s /Q��
_, \ ��J[
� ' � R�r���v
� —_=�
���
4 W � ��
� L � -!- — SPECIA �. �
_EJ � sriuw ���
BA W �
IMPERVIOUS � -
DIKE V '� �
,NDARD 'V' DITCH�
SHT.2A, DETAIL D — SPECIAL CUT DITCH
SEE SHT. 2A, DETAIL C
OUTLET IMPROVEMENTS
SEE SHT. 2A, DETAIL F

I/ F�F',II,R,II J PROJECT REFERENCE NO. SHEET NO.
L�t����L.� 'l�l_i,:i(�� - —4F"�
WW SHEEf NO.
ROADwAY DESIGN HYDRAUlICS
ENGINEER ENGINEER
CU LVERT CONSTRUCTION SEQU ENCE STA. 12 � 07.5 -L-
PHASE 2
l. MAINTAIN ONE-LANE TWO-WAY TRAFFIC ON TEMPORARY PAVEMENT CONSTRUC i ED DURfNG PE-IASE l.
2. REMOVE EXISTING BRIDGE AND END BENTS.
3. CONSTRUCT REMAINING 18.5 LF OF THE PROP�SED (3)- 12' x 4' RCBC, EXCLUDI�➢G SILL IN CENTER
BARREL, ALONG WITH ASSOCIATED CHANNEL IMPROVEMENTS AT INLET END.
4. USING PUMP AROUND OPERATIONS THROUGH THE TWO OUTSIDE BARRELS, REMOVE THE 15"
AND (3)-36" TEMPORARY PIPES. CONSTRUCT THE SILLS AT EACH END OF THE CENTER BARIREL.
S. REMOVE IMPERVIOUS DIKES AND DIVERT FLOW THROUGH CENTER BARREL OF THE NEW�Y
C�NSTRUCTED CULVERT
INLET IMPROVEMENTS I I I I
SEE SHT. 2A, DETAIL E� � � �' I
SPECIAL CUT BASE DITCH � I
SEE SHT. 2A DETAIL B I
WATER LI�IE SERVICE ' I
(3�-36 wCH CTO EXIST. BARN � �
TEMPORARY PIFf- � �
IfviqFRVI0U5 . _ ' �
�pike _ -- — � � � �
,
, �a
SPECIAL CUT DITCH �
\ - � �1� � , l �l�
SEE SHT. 2A, DEfAIL A
l I
� `I
�,r,u� �
� � v � I ��� `.
�_� �
- I �
I y
15 INCH
� � TEMPORARY PIPE
AO
`�� �_���
�n^ .C�"
— �,: f�=lU"
��% s
��.—' �
]PIl8IEIl.INgIIN.�f$h ]['1L.�N5
no Nor vse xoli� coNs'r2�lcrloN
6. CGNSTRUCT ROAPJWAY EP/�BANI<MENT AND ESTABUSF9 VEGETATIC7N ON FILL SECTIONS,
FL�ODPL�IN BENCH, /aND ALL OTNER BARE AREAS.
261-7
RIP RAP EMBANKMENT
SEE SHT. 2A, DETAIL G
�. IMPERVIOUS
DIKE
RFpq��
��L �. m� � �' �4�'—��� snuw—
. � t i _ _ E � BASIN
�__
� � MPERVIOUS
y
� / .,v �1 �� DIKE � .��
�
�� .. :��� i�� � � .
4��� �� � �
STANDARD 'V' DITCH—
Ii �, EE SHT.2A, DETAIL D — SPECIAL CUT DITCH
�� SEE SHT. 2A, DETAIL C
/" �
�OUTLET IMPROVEMENTS
SEE SHT. 2A, DETAIL F
I `I
261-2
CONNECT TEMPORARY PIPCS
WITH TEE OR EQUIVALENT
CONNECTION
CONNECT TEMPORARY PIPE TO
- EXISTING 75" CMP WITH COLLAR
OR EQUIVAIENT CONNKTION

BEGIN CULVERT 178P.1/.R.173 PROJECT REFERENCE NO. SHEET NO.
`� I -L- STA. 11+87.93 DBlIB-9402F1 F�= -0�
26�-� WW SHEEf NO.
I
INLET IMPROVEMENTS I � w
SEE SHT. 2A, DETAIL E I',1 ROADNGIN DRSIGN HENGINEERS
SPECIAL CUT BASE DITCH � v� END CULVERT
SEE SHT. 2A, DETAIL B ''�
WATER LINE SERVICE -L- STA.l2t27.O�
�O EXIST. BARN � ��� I -RIP RAP EMBANKMENT
�
' SEE SHT. 2A, DETAIL G
� �� ���� % � � -L- PC Sto. 12+3/.6/ �`'
-L- PT Sta. 11+69.24 %� �� � c�; � �' V�, , iOp^ ,/� � � ]�F81EH.IhbdN� � �][.AN�
�
\ �040� O � �� � `- � DO :NOT U9E POR CON3TRU(TfON
sreaA� cur �ircH � - � _ � � ���� � � -L- PT Sta. 12+94.88
SEE SHT. 2A, DEfAIL A R ��' �- �� ���`
-L- PC Sta. 11+04.80 � ' r�' -W � :.a�- i � -/C�' �
� � �� 3��' z 4 �C6 � �
��_l; r �5 �- � �v. �- �
BEGIN PROJECT l ,, � -��
-L- STA.Il+00.00 ---� RFTqiN
� � �� � , �� _ R� '� � �1.*= �.� � � � -L- POT Sto. 14+22.84
` �V AO �..1 ., '� t%`•'/.' � .
�� � � �� � � � � �� � �� � �
� � � � _ � � � E � E ���\
,�ti � � �ti � A.
;�, ,�. �� % � �� END PROJECT �
� ` -L - ST A. l3 +00.00
� / �� STANDARD 'V' DITCH�
\ EE SHT.2A, DETAIL D SPECIAL CUT DITCH
XO� �l� j� �\ SEE SHT. 2A, DETAIL C
\� O261-1 OUTLET IMPROVEMENTS
SEE SHT. 2A, DETAIL F
- - P T t l + ' ° '
I
i 261-2
i i I \
- -------- ---------------L _----- - -- ----�__-------- --------------------�---------------------------
��� �� i�u i u � i I u � i �� �� �
GRAPHIC SCALES
30 0 30 60
PLANS
30 0 30 60
PROFILE (HORIZONTAL)
6 0 6 12
PROFILE (VERTICAL)
� �n�:: lvi�:itin� �io; l�rc,-!v��� �.ruu'u��
on Slope as Work Allows.
Sta. 11 + 00 to Sta. 13 + 00
INSTALL MATTING FOR
EROSION CONTROL IN Tt-II
PROP05ED DITCH LINE.
STA. 12 + 17 to STA. 13 + 00 F'
I�ISTALL PSRM IN THE
'.OPOSED DITCH LINE.
11 + 50 to STA. 11 + 86
i
_ _j- __ ___ _
I l i l l_ i i i i �� i I�I I i - —I i u i � i �I �� i i i
2 92� __��_ . ��-� �____��_�__ ,-�� � _,____��� _�_, ;__ H � __; _��� _i ' , � �� _� _;_, i � _�� ___ _L_ _- �_I ;_, �� ��__,_�� �� � _�� ,_ �� �� � ,_. .__ �� � , ._._�_ � �_. . � -� _:_:_, _ �, �_. ,_--� �_:_-
' i i� i�i � i i� i i�i ii� i iii i iii i�i i i� i�i ii i� i � i i�ii
i��— i i i � i ��� i �� —I�� i ��- ��C i i i _
_ T �T _ — T i i i _
I .--- ----� -- — J� _ -� � - � i I I I -
- � I i-I I�I�IJ i i � i —� �I ! I� �� �� i I i -
--!---� !---I'--- __�_�_ i i_.-_i_ i i_i i__._! BEGIN �RADE -!_'_�I� i� i---_ � _�i _�i �__�� �i _�_�_:_ii _:_i_. ii �--ii __i__�i �_�--�i _I_�_ �i �_�--�i _�_____�--�i �_i_.__ii ii_ -ii--=----�i —�i �i --i----�i---
--i---',-i --i---'i i—_ i !i ���_i___-i ���_i-'i �i--;-i : -L- STA.Il+00.00 : - -----���- i -i i -1-i�- i I i i �� �-i I-i i �I-i�- -I i i �i I-i�- i-I i �i I-i�_i__ __I-i�_i_i___i � �i- i---i__. . i —: ii- --i -i i i - _
2,910 � � � � - � _ � � � � -�� -�� � � � � � 2 910
' : ' ELEV.2,893.24' �
I = _, i i i � i i i i _
_ . : � � --- ! -:- - i Pl = 11f36.00 � - I�_:-'- - - --- --- -. - -'-. �� �� � i ; ; i -
_i. ii i ii i i_ _i o __�i i_ i_i_ i i__. . i i i i i_ i _:_i: i i i i
i EL = 2,889.86' - i _ i_ i_i__ i -. i i_. i — i i i i_— i_
--- __ _= I '� �� _ --- -I- ��� . �� � -_ ��- - - -_
VC = 60' w ii END GRADE ! i i ii i i i i i -i ii i r
_ - � \ = v, Pl = 12+65.00 � , , ; -
I� I��� - I --I', --- _
-
2 900 _ � I{ ��� V= 5 m h �m � EL = 2,887.48' _- _ �- T--;_- �- --- i-- -; ----- i-;-- . 2 900
' � � � P o o J _I� VC 50 ELEV. 2.887.60' i � � � 1_
L- A. l+00.00 �- i�
: ,
- i i i - � : : _ �� ���,o I_ K = 23 ; ' '-- - -
i i i i- i i i i i i � � o��, i f -_li _�i �_i_ _ i i �.
i i � _LL i_ �� � Q\,� V= 20 mph � � � i i
I� i i i i i i i i i i i i i � �,�Q� _ _ i- i- _i i i i i� i i
� li i i i i _�j___ _i � ��ti�v _ i i i i__
�- - - �� "' z � L'° � ° - - CULVERT HYDRAULIC DATA i �--
�' - --- /9 � � ir-Y�r �, t a I � °� 2 �� 5 -
� 2�8�%� - � - -_� _ j//� �W�� ;g�q E�FV �_�� �` J� ! STR "94026/Sfo.l2+07S -L- i
I I I I I I I I I Wm � W 7� - DESIGN FREOUENCY = 2 YRS i I I 2 H�%O
I I I I I I I I I� _I_ �. � OESIGN 0/SCHARGE = 600 CFS I I I I I I I I
1 li I. I. I II I I. I I I I. � -� I_. I� -j `��-��•BS00% ---- ------------ DESIGN HW ELEVATION = 2887.2 FT i� I I I� I.I
I. I I. I-I I I 2•7272�; �.� _.3a2 z___ ___ F)0.3500% l00 YEAR FREQUENCY = 100 YRS i i--
- - -h- - - -- J�S�'' 03824% I l00 YEAR DISCHARGE = 2.700 CFS T"
1; �`�� � l00 YEAR HW ELEVATION = 2.889.4 FT �
`� . j _ _ � GlN SP CUT 'V' ITCH ND P C T'V' ITCH OVERTOPPING FREOUENCY= 2+ YRS
- I u -L- STA//+475 LT -L- SrA.l2+g0.00 RT OVERTOPPING DISCHARGE = 650 CFS
I I I I I I I I I I I� -� I I� ELEV. 288825 NtV_ ELEV. 2886.26 � I- � OVERTOPPING ELEVArION = 2,8B7.7 F7
- 2t$8O I I I I I I I I I I I I I I I� � I I Nh�F, � � I I I PLANS PREPARED BY :
- I NORMAL WATER SURFACE ELEV = 2,8835 FT
� �-�� I. I I. I`� I. I I rt I ' I�� I I-� -���� ;�� R�'����EL' ��� � (� DATE OF SURVEY = lI/2016 �� �
- I-T-I� T T-- r-j- - - - i,�o��� --- -
END STANDARD 'V' DIiCH
Q �� BEGIN SP.CUi 'V' DITCH
l I----._ � � -L- 12+41.5 RT , _ - --'
_._I I_I_ _ I._I_I_I_ . I I. . I_I- .I I I I I. _._I. �--I- � I. I--I_ I .. . I�. -. � �-- i. �---I-i I� . . . _Lf J I I_.I I J. RUMMEL, KLEPPER 8 KAHL, lLP
- � I I -L- STA.11+9! LT BE�IN SrANDARD 'V' DITCH soo RIDGEFIELD DRIVE SUITE 350
- . . E�EV. 2885.�5 . . -�- STA.l2f22 !�T . . . . RALEIGH, NORTH CAROLINA 2 76 09-39 60
'� � � � E�E�/. 2886.�� � � � � NC LICENSE NO. F-0172 • [phone]
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-- 10+00 11+00 12+00 13+00 14+00
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