20160609 Ver 1_SF140007 Combined permit drawings 20160617_20160621

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See Sheet 9-A For Index of Sheets
See Sheet 9-B For Conventlonol Plan Sheet Symbols
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CAMDEI� CO U1�lTY
PERMIT DRAWING
SHEET 1 OF 4
6/I 82015
LOCATION: BRIDGE NO. 7 OVER SAWYERS CREEK ON SR 1200
(SAWYERS CREEK RD.)
TYPE OF WORK GRADING, DRAINAGE, PAVIIVG � STRUCTURE
AT8 STATB PROIBCf RePERENCE NO.
��� 17BP.1.R.68
STwTe PROI.NO. .w.PROl.NO.
17BP.1.R.68
17BP.7.R.68
17BP.7.R.68
WETLAND AND SURFACE WATER IMPACTS PERMIT
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THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
GRAPHIC SCALES DESIGN DATA
50 25 0 50 loo ADT 2010 = 750
ADT 2034 = 955
PLANS K = 10 %
D = 60 %
50 25 0 50 100 T= 6 %"
V = 30 MPH
PROFILE (HORIZONTAL) * TTST =2% DUAL 4%
l0 5 0 lo zp FUNC CLASS = LOCAL
SUBREGIONAL TIER
PROFILE (VERTICAL) ,
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 176P.1.R.68 = 0.082 MILES
LENGTH STRUCTURE TIP PROJECT 176P.1.R.68 = 0.014 MILES
TOTAL LENGTH TIP PROJECT 176P.1.R.68 = 0.096 MILES
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20t2 SZANDARD SPECIFICATTONS
', OF WAY DATE: - -
r.TTI1VG DATE:
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. 15 + tlU.
HYDRAULICS ENGINEE,(�a�=^��^^^°'°°°°•••,,,.,„,
avo'`,�N.. �.A Rp� ��,,
ar- aP'�Essr� . :!v •'`:
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SIGNATURE: "" •�
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ROADWAY DESIGN �1N �ARO���,
ENGINEER .2�,�FE55/�v.;�9�'•.
.� 9•..
'4 SEAL �'
_ 21116
'. .�''FNC I NE,�Q'�.
P.� B�B�mi �o•,,,`,,,•
StGNA%'URE: �
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PE
RW & UTIL.
CONST.

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VVETLA D
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U CE ATER P
VV E
RMIT D
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l��RIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 420
DESIGN FREQUENCY = 5
D�SIGN HW ELEVATION = l02
BASE DISCHARGE _ 1200
BASE FREQUENCY = l00
BASE fiW ELEVA%�ON = 2of'9
OVERTOPPING DISCHARGE = 570
OVERTOPPING FREQUENCY= lOf/—
OVERTOPPING ELEVATION = l06
C�S
YRS
FT
CFS
F%
CFS
YRS
FT
DATE OF SURVEY = l/l6/20/4
WoSo ELEVATION
AT DATE OF SURVEY =-0�� FT
NOTES:
1) MODIFIED METHOD II CLEARING
(HAND CLEARING)
2) LOCATED IN A CAMA COUNTY
3) PASQUOTANK RIVER BASIN
4) SAWYERS CREEK IS A BLUE LINE ON THE
USGS QUAD MAP
5) NO DECK DRAINS OVER SURFACE WATERS
EXISTING BRIDGE
2@30' PPC CHANNELS
PROPOSED BRIDGE
1@70' 24" CORED SLAB
2'-6" DEEP CAP
SKEW = 90
25' 0' 25' S0' 75'
GRAPHIC SCALE
y90 Z(,
m,� c,�
/y9 ° 11+00
`'o,
WOODS
244SCAMDENSNCR2729Rg� D
CLASS B
RIP RAP 1 TN
GEOTEXTILE
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P aso����enwp�t
- ExiriNG Riw '
— � �a
— — — — — �
-�_ - -w��- - O�
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SAWY_FRS CREEK ROAD �
6 � SR 1200
--WLB—/= � �—�
�` _ — — _ .
EXITING R/W ��� ���
TO SR 1202 (SLEEPY HOLLOW ROAD)
FILL
WOOD�
Z 4CAMDENRN �27�2� RD
11 + 95.00
WETLANDS �
D SHEET PILING — '"
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PROJECT REFERENCE NO. SHEET NO.
77BP.1.R.68
RNJ SHEET NO.
1x�172 016
PERMIT DRAWING
SHEET 2 OF 4
� 559 Jones Franklin Rd. Suite 164
e Raleigh, N.C. 27606
/�� � ETHERILL Liscense No. F-0377
�� ENGINEERING Bus: 919 851 8077
Fax: 919 S51 8107
TRANSPORTATION PLANNING/DESIGN - BRIOGE/STRUCTURE DESIGN
CNIL/5/TE DESl6N - 6/S/�PS - CONSTRUCTION OBSERVATION
a�;u`�i6��S�;:�
TtMP. PE�f�,�. V" %.a;',r� ��a-•�\% .�V TEMi'_ ���A.PJNEL
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AND HAP•�➢Ci �' Vi'�d ONE �LANDS �� f��'A.CTS
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t,.,;,2.; ��,,�-;r� r�;.'�5 �.i�� �.,i��� O.C)�:�
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N��E: INSTALL TEMPORARY POLE Ai�;;� —
ROBERi C HARRISS
TRANSFER EXISTING CONDUCiC7RS �9�` AMB� R A
& GUYS. AFTER CONSTRUCTION CAMDEN, Nc i��i�
�, COMPLETED RELOCATE BACK TO � �
I,��� EXISTING POLE. �' ��
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PROP 0/H POW LINES (TFANS) / E/ �/ �
Oh� LINES � ` � ��� � �' �
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. _ . _ : � %/ , r,-.
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%Sr'�
/
� DENOTES FILL IN
WOODS WETLAND
14 + 70.00
�49 ULLY ROAp
SOUiH MILLS, NC 279T6
BORE & JACK 8" WATERLINE �
MINIMUM 10' BELOW CREEK BOTTOM

Z
0
>
�
VVETLA D
N /'S RFA
U CE ATER P
VV E
RMIT D
VVG.
GLI
l��RIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 420
DESIGN FREQUENCY = 5
D�SIGN HW ELEVATION = l02
BASE DISCHARGE _ 1200
BASE FREQUENCY = l00
BASE fiW ELEVA%�ON = 2of'9
OVERTOPPING DISCHARGE = 570
OVERTOPPING FREQUENCY= lOf/—
OVERTOPPING ELEVATION = l06
DATE OF SURVEY
WoSo ELEVATION
AT DATE OF SURVEY
_ l/l6/20/4
C�S
YRS
FT
CFS
F%
CFS
YRS
FT
_ —Oo� FT
NOTES:
1) MODIFIED METHOD II CLEARING
(HAND CLEARING)
2) LOCATED IN A CAMA COUNTY
3) PASQUOTANK RIVER BASIN
4) SAWYERS CREEK IS A BLUE LINE ON THE
USGS QUAD MAP
5) NO DECK DRAINS OVER SURFACE WATERS
EXISTING BRIDGE
2@30' PPC CHANNELS
PROPOSED BRIDGE
1@70' 24" CORED SLAB
2'-6" DEEP CAP
SKEW = 90
25' 0' 25' S0' 75'
GRAPHIC SCALE
PROJECT REFERENCE NO. � SHEET NO.
RNJ SHEET NO.
1x�172 016
PERMIT DRAWING
SHEET 3 OF 4
� 559 Jones Franklin Rd. Suite 164
e Raleigh, N.C. 27606
/�� � ETHERILL Liscense No. F-0377
�� ENGINEERING Bus: 919 851 8077
Fax: 919 S51 8107
TRANSPORTATION PLANNING/DESIGN - BRIOGE/STRUCTURE DESIGN
CNIL/5/TE DESl6N - 6/S/�PS - CONSTRUCTION OBSERVATION
a�;u`�i6��S�;:�
TtMP. PE�f�,�. V" %.a;',r� ��a-•�\% .�V TEMi'_ ���A.PJNEL
I�
AND HAP•�➢Ci �' Vi'�d ONE �LANDS �� f��'A.CTS
�R..�d?-i�l�� CLEARING v ;`� �.�,NDS "!�'�^�0� ��!R��t
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t,.,;,2.; ��,,�-;r� r�;.'�5 �.i�� �.,i��� O.C)�:�
r>�=�a �-�Zi
N��E: INSTALL TEMPORARY POLE Ai�;;� —
TRANSFER EXISTING CONDUCiC7RS
, ,, & GUYS. AFTER CONSTRUCTION
�, � �,�� COMPLETED RELOCATE BACK TO
� � �� �, �� EXISTING POLE.
JOS PH K NNETH FORB 5 ��', �`�� ����
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sH i2oo
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— -wu�-- w- � `'— � --\
TO SR 1202 (SLEEPY HOLLOW ROAD) �
FILL
WOOD�
Z 4CAMDENRN �27�2� RD
11 + 95.00
WETLANDS
D SHEET PILING -
ROBE`Ri C HApRRpISS
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� DENOTES FILL IN
WOODS WETLAND
14 + 70.00
�49 ULLY ROAp
SOUiH MILLS, NC 279T6
BORE & JACK 8" WATERLINE �
MINIMUM 10' BELOW CREEK BOTTOM

-L-
PI Sto 12+06.98 P/ Sto 14+34.45 Pl Sto 15+755/
�= 2 38' llT fLT 1 p= l8 53' 092' fLT1 p= T 45' 00.(7' fLT1
D= 2' Or 285� D= i5' i6� 43.9� D= 4' Sr 43.r
L= i3023" L= i23.Gr L= i59.40'
T= 65J3' T= 6237' T= 7982'
R= 2.830A0' R= 375A0' R= 1J78.45'
SE = NC SE = OA4 FT/FT SE = OA4 FT/FT
RO = SEE PLANS RO = SEE PLANS RO = SEE PLANS
E—i0 Sk 12D2 fSLEEPY HOLLOW ROAD} SAWYFRS CHEEK ROAD'<
N 3T 59' 45l sR izoo — zo esr '�
DAT�M DESCHIF'I�ION
THE LOCAL RED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
Z IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
p JOYNER KEENY FOR MONIJMENT °BL-2"
— WiTH NAD 83/NA 2017 SiATE PLANE GRID COORDINATES OF
w NORTHING: 958372.95(ftl EASTING: 2835170.25(ftl
� ELEVATIOM 2 00(ft7
TNE AVERAGE COMBINE� GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 1.000062264
THE N.C. LAMBERT GRID B[ARING AND
T
35.00
WOODS
��
JOS�PH KENNETH FORBES
ng i93 Pc �40
FB 9 SL 93A
O
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BEGIN SBG
-L- STA.72'-70�LT� � �?' 9
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040 +72.08 �
CLASS 8 35.00
RIP RAP 7 TN
cEorExri�E
5 SY -�, BL-2
�/ " GRAU 350 TL-3 `�" �.�
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TBM I � �P
WOOD �e'y
+41.86 � �
EX R +72.08 ^�°j�,3. y�
35.0 35.00 ��
PZ-40 GACVAN/ZED �
STEEL SHEET PILING
fS7RUCTURE PAYITEM)
RFGIN 6nRE R IACK 4
11+95.00 UNKNOWN
15+�
r�oeEaT r. rir�rRiss
� oa uz�-c �i�
L
NOTE: WSTALL TEMPORARY POLE AND
TRANSFER EXISTING CONDUCTORS
& GUYS. AFTER CONSTRUCTION
COMPLETED RELOCATE BACK TO
EXISTING POLE. /f�
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EX RW
35.00
BORE & JACK 8" WATERLINE�
MINIMUM 10' BELOW CREEK BOTTOM
t
� RI'�/ — � WV
, � �„z,�,� � -�
LOCALIZED HORIIDNTAL GROUND DISTANCE FROM
"BL-2" TO -L- STATION iD+75.00
S 33° 17' 24.6" W 208.46' � 3
FlLL LINEAR D[MENSIONS ARE LOCALIZED HORIZONTAL DISTANCES JOSEPH KENN�TH =0R13ES
VERTICAL DATUM USED IS NAVD 88 DB 299 �'c � rNt xisranc xmx wa.en Max. or z.ar TRArY SWAIN
PC 4 SL 93A DEiEF4iNEU Br vwxSKpL EviDENCE �� 131 PG 962
, .. .,_ . .....""'"".'""""."""""""'""""""""'""" . . ._ .. . . i
. . . . . . . . . . . ' TBM 1 ELEVATION 338' I.__
. ; I . . . . . . . . . , � � N 958340 E 2835221 � ' _ �. I I �. . . ��. �I
. .. � .. . . . . � . . . . .. . .. .. . . . L_�_�_�_��r� . -
RAILROADNSPIKE N�BASE�OFI 24i FIR PROP. 1(�70324'�CORED SL46
.' ... .�.. ..�. .. �.. .. . . ____ __ . . .
..... . . . I ; '. _ .
'i. .., . _. .
. . . : � . : . �. . . . �. . : . . : . �. . : �. . . � . �. . . . �. . . . (2, 6„ DEEP CAPS) I'_ _ _. . . . . �
.... ........... .. .... . ....... .. ... . ...... . . .. . . ..
- � � PROP. GRADE=5.46' � � � � �
. . .. . . . . . . . . SKEW=90 .. . : , , . .
Q* �' W*
�'` u Pl = 12+60 Pl = �3+97 S�
�'I 2 PI = 11+50A0 EL = 525' * * EL = 5.66' Pl = �5+10.00
EL = l37' VC = 60' VC = 70' EL = 1.88' o ��
WN � VC = l40' K= l9 �� � d K= l9 VC = l40' W��+
K= 37 l/�s = 30MPH N �aes = 30MPH K= 37
_ � _
✓aes 30MPH 1/�s 30MPH
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EXISTING WATER LINE
PROPOSED BORE PIT
��3. -
____ —
E%CAVATE TO I ` �
ELEVATION 0.5' I I
PROPOSED SHEET PILING ��
PARALLEL TO THE FACE
F END 8EM CAPS
^ BENEATH CROSSING)
�� PROPOSED BORE .
� . . . .�
10 11 12 13
PROJECT REFERENCE NO. SHEET NO.
l7BPJR.68 4
RhV SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN RY PLANS
DO NOT U56 FO CON6TRUCTIO.�'
559 Jonez Fronkl'in Rd.Suite 164
Roleigh, N.C. 3]fi06
� � ETHERILL ��s�enseNo.F-o3n
- ENGINEERING eu.: ai9 85� 80»
, Fox: 919 851 BIOJ
iRAMSFlORTATIdI PLM'NMG/QES�iY - BFIOGE/STFUCTUR£ �SK.M
pVttlSITE QESIG�Y - GIS/GPS - QDNSlM�Ci�M' QBSE/iYATKW
PERMIT DRAWING
SHEET 4 OF 4
6il 7/1016
SKETCH SHOW/NG BRIOGE/PAVEMENT RELATIONSHIP
BF_..� . i _ _
Z- sr<<
TYPE-III MO TYPE-III
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rvPe-m nre-m �
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I, SEE SHEET S ITHRU S?? FOR STRUCTURE PLANS
'�--------------------------------------------�_-------------
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