37-09 NC Wildlife Resources Comission

1 2 3 4 5 6 7 - 8 9 10 11 - 12 - 13
SITE DATA
AREA (TRACT 1) ..... .. 3.759 ACRES --
AREA (TRACT 2 , ..... ....... .... 0.297 ACRES
Q TOTAL AREA. .................._............... 4.056 ACRES -
BUILDING AREA, 1. . 858 S.F.
BUILDING HEIGHT (ONE STORY) ........................ < 35'
X OF BUILDING LOT COVERAGE, ................:...... 0.49X - - - - - -
IMPERVIOUS WALKS, PATIOS, ETC,......... I. - .., 'J,231 S.F.
IMPERVIOUS PARKING AREA ...................... 71,388 S.F.
TOTAL IMPERVIOUS AREA ......................... 73,477 S.F.
NO. OF PARKING SPACES PROVIDED, , . ...................72
PI
14 I 15 16
NOEL LANG BAUCOM
DB 246, PG 96 _
17
0 EX. BODY
GENERAL NOTES 0 EX, BOi1V LEGEND
M� u� C[
p r A85 = ACRYLONRRILE-BUTAOIENE-STYRENE
1. TOWN OF EDENTON'S RESPONSIBILITY FORWATERLINES ENDS N A-1zm:1 �W Lq.K1,1.1-,-. 1 BB = BOTTOM OF BANK
AT THE WATER METER.
B 8 BACK OF CURB TO BACK OF CURB
2. TOWN OF EDENTON'S RESPONSIBILITY FOR SEWER SERVICES - 3 - BC = BACK OF CURB
BFE = BASE FLOOD ELEVATION
ENO AT THE RIGHT OF WAY. - - - - 'm, - -
3. ALL UTILITIES WILL BE UNDERGROUND. - !'JUJ 8L0 =BUILDING CORNER
4. PARKING LOT WILL BE STRIPED IN ACCORDANCE WITH THIS PLAN. l`�`"r` nn BO = 13
BLOWHOMARK
5. WATER AND SEWER SERVICES TO BE SCHEDULE 40 PVC. m _ DOCK & NEw SALT. 9H✓✓ - CAN = CABLE TELEVISION BOX
6. ALL REQUIRED IMPROVEMENTS TO BE BUILT IN ACCORDANCE WITH THE STATE OF NORTH Ex. BOUYO Z @LU (HEM WRH DECK. SEE DRAWING 57.2 CB = CATCH BASIN
CAROLINA'S MANUAL OF STANDARD DESIGN AND DETAILS. - PIER
S DRAWING Si.2 OLD = CENTERUNE DITCH
7, CONTRACTOR RIV TO NOTIFY ULOCO 48 HOURS PRIOR TO CONSTRUCTION. �tih O a LP = CENTERUNE PATH
S. NCDOT DRIVEWAY PERMIT IS NOT REQUIRED. IX. BODY v ) L,)B 1, 1z 4 -- - ---- --- -- - CLR =CENTERLINE ROAD -
N 9. ALL ELEVATIONS ARE RELATIVE TO NATIONAL VERTICAL GEODETIC DATUM. (NGVD 1929) :/L .'is �, .,l1li us a 1 T) i:.,` a s f� 1 ---------------- N CMP = CORRUGATED METAL PIPE
10. STORM WATER DETENTION/NITROGEN REDUCTION IS REQUIRED. Jvlh 4s 1i I' "' i "v `� - -
ap,77NG CPP =CORRUGATED PLASTIC PIPE
11. EROSION CONTROL PLAN IS REQUIRED. ALL BID it r,3^' GER S ;, FILL AND SEED i DI = DROP INLET
12. CONTRACTOR SHALL NOTIFY THE STATE OF NORTH CAROLINA, 48 HOURS PRIOR TO NNEEw�y ER 30' CAMA DIP =DUCTILE IRON PIPE
MAKING CONNECTIONS TO EXISTING STORM DRAINS LOCATED - - - WNTTt P 2t zI" DW = DRIVEWAY
WITHIN PUBLIC STORM DRAINAGE EASEMENTS OR R/W's. DRA 512� SETBACK I EG = EDGE OF GRAVEL
93. EEDDCONSTRUCTION ON PRIOR TO CONSTRUCTION SPECIFICATIONS
WSA�TER OR SEVER MABY THE TOWN OF - �� CHOWAN RIVER a
BE EIA = EXISTING IRON AXLE
:» ,zf s , �� E1P = EXISTING IRON PIPE
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY -EXISTING •f F R=�, E15 = EXISRNG IRON STAKE
UTILITIES AND SHALL NOTIFY NO ONE CALL (1-800-632-4949) AT LEAST 48 HOURS �:l�A NEW LIMITS OF '� RIPRAP4:,9 - ELM = ELECTRIC METER BOX
P - -ELMH= ELECTRIC MANHOLE:
PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT .EXISTING UTILITIES IN THE - MA. �, , %'' 'SV - EP EDGE OF PAVEMENT
AREA MAY BE FLAGGED ORSTAKED. -
15. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANS141P FOR THE Y - - - EPKN= EXISTING PARKER KALON NAIL
M CONSTRUCTION OF THE ROADWAY, DRAINAGE, WATER UTILITIES AND SKEDING FORA NVS � ��'ERRS = EXISTING. RAILROAD SPIKE
PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND FINAL rAYMENT FROM - - - ,y•A y FES =FLARED ENO SECTION
THE OWNER. - 15' CAtA AEC GRASSED AREAS FFE FINISHED FLOOR ELEVATION
96. SITE SHALL MEET -ALL APPLICABLE ACCESSIBILITY CODE REOUtREMENT3, M� M,L - ''�''��` m AST. eb it R-7p i - Fri = FIRE HYDRANT
17.- THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS DETERMINED - cc CANCREfE-BOAT pAMp, :Ad =FORCE MAIN
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. l.Af y �. m L SEE DRAWING S/2 FO = FIBER
OPT
REF.: FIRM 3720-6884-00 J. DATED: OCTOBER 16, 2008. BFE = 9.09 (NGVD 1929) �ti�, - r'! - GV = GATE VALVE
GYE. - GYE WIRE
INV TIP ( JB = UNCTION BOX
wp ow R=2' WI�EE CS oP LP = UGHT. POLE
t �F R=i e" cABC Lp \') - MBL = MEL MAIMIND POLUM E
LINE
L - - .Z �i R=40' MH = MANHOLE
m I - MHW = MEAN HIGH WATER
$ / \ q MP = METAL PIPE
NP ��G' PH = PUMP HOUSE
- 'DEVELOPMENT WHICH WILL TAKE PLACE WITHIN - �tiA pc�5i��1ARsH W 6' CONCRETE e• ¢ / NEW PARKING LOT LF PP POWER POLE
THE LIMITS OF THE 100 YFAR FLOOD AT CRFARON AREA J.,, ( ''aa I PVC = POINFOR L CHLORIDE
�, AID N.N • &>_ , �At�cy R=3. \ uGMING (FYP. PER 6)- iv RCP =REINFORCE CH CONCRETE ETE PIPE
ELEVATION 8.09 IS DESIGNED IN ACCORDANCE (COASTAL WETIMDS) `a R/W = RIGHT-OF-WAY
WIT THE REQUIREMENTS Of ' EXECUTIVE ORDER NO. t 'S£+ / \ =p \ "�' SPMH= SETRIRONRPIPEGE MANHOLE
123-UNIFORM FLOODPLAIN MANAGEMENT POLICY.' l`-7`-1� _ _ \ w SIP \\ - SET PARKER KALON NAIL
SRRS= SET RAILROAD SPIKE
/ \ SS = SEWER SERVICE
ec
K I WWDED SSMH= MANHOLE
SW SIDEWALK
v • - TB = TOP OF BANK (TOPO ONLY)
TLMH= TELEPHONE MH _
TO = TOP OF GRAVEL
EX. INV. 7.32
F AINTED TP = TOP OF PAVEMENT
P
ICINING / \ II - TPED= TELEPHONE PEDESTAL
u 2 "Dijlt TRANS= ELECTRICAL. TRANSFORMER
TIN
Mti - NORMAL WATER �, / III - '� TSW =TOP OF SIDEWALK
E VG = VALLEY GUTTER
III III - 'oov WDL WOODSUNE
EX. CYPRESS TREE 11 I 11' WM - WATER METER BOX
6" 78" e' 1B'(TY') y, I i a WV =WWETLAND
ATER VALVE
NT
J 1/2` RAD 1/Z. FAD - �30' Caw / / B' G>aC \ I.I� �I NIS = NOT TO SCALE -
3' RAD 3' R&D IX, RIPRAP (TYP) �, W� j II II is w �t-= NOT TO SCALE
PAD 1/e" RAD SETBACK / ? I, III. ® = CLASS "B" STONE APRON
R=51' \ / a6 \ j �i !� i L I =CONSTRUCTION ENTRANCE/EXIT
2
�75' AEC 111 II -- tee-= LIMITS OF CONSTRUCTION
12'
6" .i ': ° -r Ml. R"• / / \ Ij I!! y ®= DRAINAGE EASEMENT
° 3. C .. '� 30' AS RIPARIAN BUFFER
I ®= SIGHT TRIANGLE
SIGN EASEMENT
24• 24' W n \ i 0 - CONCRETE LINED DITCHH 24" CURB & GUTTER SPILL 24D CURB & GUrrER v .f, 3 I� � / ' \ I � ° � � C) = ZONING CLASSIFICATION
(STANDARD FACE) (N.T.S.) w ;� Soo' 4aa' L;
(N.T.S.) N zav / \ itil° ECM -
"' I US HIGHWAY 17 BYPASS
mp III III�
�' / 40.0• ° I. �I I P- R W VARIES
NPB ` ICI I��
v I - // \ iIl ii i
LOPE 1/4'/FT._.e ,F MATS 3000 PSI CONCRETE
I-vARiEs
Ss coNOREre CHOWAN RIVER N , /
- _ 72 4 "1'E="`.. . w/WELDEO WIRE , I \ LP
'..
8 w 6�i trite'
PARKING LOT DErAIL� W / LP
F
�fD NORTH CAROLINA
W I
1 / 1 DEPARTMENT OF
TRANSPORTATION
140' �
=J0' 3I
8' CAW
; i
t4pLIM AREA
N 64°09'S2 W W 1 ( WOODED
J..I�A 24.32' 2 u +aN to. too' Too'
a
E _ - PS LP
aV T.. B10 i3 MA
N 64'21'4T 622614 1.
sSEEEDDRAWING A3.1 FOR : - SIP "1 34. %. .. . -• 181.41V R
ARCHITECTURAL NPROVEAIEMS ALT. BFDSTU 13 i-` SIG) ALT &D l2 ALT 86) i2 S 643000 W 325.00 ECM K^
TO EXISTING BRIDGE - NEYY N _\ 16 (TYP) RAMP Sim RAITE R=50' $PO-
SE�tAEW
LNG 53.2 \ n14.SEWER SERICE. W W.--W F`. W--�y,.-w._--- W--W-W_-W 8'WAT�RLJN�--
DTAB VALVE ASSEMBLY F �_ F F F F - F - FFORCEMNIN
64'15'0T E 599.91'i 11lI f. I f E / S 2W38'13" E
SADD TAP WITH 16.89'
OLD CHOWAN RIVER BRIDGE -7/4 GATE vuvE _
' ' SEHWAFyREUNIEg 5pp 4
S y5 BENCHMARK
1-1/4' FORCEIRNIN 1-1/4" FORCEMNN - ^Vh > / BOLT Itt.� PUMP CONNECTION -.
w p( = 3 4' WATER MEFR WILDLIFE ACCESS ROAD 1m-
45' BEND (PVC) - 45.BEND (PVC) - S 64" 4 1 .92' p /4
C 6' WATERLINE. � NNE MONUMENT CHO t _ Gum
.SEE /(
E7FV.=11.79 ARCHITECTURAL DRAWL i
(NGVD 1929)
75' CAM0. AEC
PARCEL# 6884-00-46-6700
�r PARCEL# 6884-00-46-6452
8 - 7-1/4" FORCEMAM1f �1-1/4' FORCEMAIN
EXISTING U.S. HWY 17 BRIDGE Norm CARouNA
4WV BEND (PVC) 45 BEND (PVC) DEPARTMENT OF-
>.:.
CONC. BLOCKING - CONC. BLOCKING pp���* }y
" 1-1/4' FORCEMAIN,..r• - TRANSPORTATION
-
NOTES
PLACE CONC, BLOCKING SUCH THAT ITWILL
NOT INTERFERE WITH REMOVAL OF BOLTS
A PIPE LENGTHS SHALL BE AS REQUIRED TO CONSTRUCT CROSSING. _ _ - .-PLAN
ALL INTERNAL JOINTS TO BE RESTRAINED SITEUTILITY �••I`�
WATER MAIN &SANITARY SEWER .CROSSING
=30'
1 { 2 3 4 1 5 6 7 8. A _ 10 - ii 12 f - 13. 14 15 16 _ I. - 17 18 C
I MATERIALS KEYING LEGEND
I GENERAL NOTES I
Q
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AA
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III
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Balda�� G
TC _ 51RVEY A- PW1NiT�
- f0/3 COPFERO ORNE
GREETMLLE, NC.27858 25275B739O
KEY PLAN
E
FILE# 060700701
NO REVISION DATE
s�L _
D
Ytt1 1111Nrpf
J F-
2
h�
ARCHITECTURE
"Y�rr/flN iili7l YlY",
p
Gft EENVILLE NC 27ONE 2SZ---10A8
NC WILDLIFE RESOURCE
COMMISSION - CHOWAN RIVER
BRIDGE SITE IMPROVEMENTS
EDENMK NC
>RAwING TILE
SITE & UTILITY s
PLAN
aLE oxnwlNC No
1'= ,30'
ow�wN
MTW CGD JH JKF JSJ j\�\, 1 1
CAECKE9- `.l 1 0 1
A
oA,E 02-18-2009
PROJECtN0.
2007-17
corwreiwn,JrrnecwrEcfuree vc. �oti,NKVAer.Asnu

1 2 3 4 5 ( b 7 8 9 10 11 12 13 - ( 14 15 16 17 - 18
Q
12• /57 WASHED STONE 24 MAX.
AT CENTER
CLASS a
RIP RJ
k W
TOP OF SPILL,YAY - LEY. -
BERM ELEV, 200 ""
4' TO 8' - TOP OF BERM ELEV. 4.00 E2.50 - TOP OF BERM ELEV. 4.00
FILTER FABRIC"—M SHELF
CROSS SECTION TOP OF SHELF ELEV. 2.SO I�POf,I ncv, 3aa p i.5—PEP.MANENf POOL1 ELEW. 20— j i cy, "'� 9 ••,
P g• AgN• iS-y{ FOREBAY Ji 70 i rOREBAY 1 - M,
a 2_ z i 0 ` 4 = 5 .,-
o� •tom r - _ ...
FILTER FABRIC STONE SECTION -
WET DETENTION
POND DETAIL DREDGE SEQUENCE: VICINITY MAP
S{q p RY
ROCK DAM DETAIL 2. IN UL TE .RSI BOATURRTAIN (TOP FLOATED AND BOTTOM WEIGHTED) AND E%TETdD TO THE EXISTING CHANNEL BOTTOM. r�C1
(SCALE: 1' = 10') EEXX /�
O 4. R&LE WrTNHCA MECH"ADICABLE DR�IEDGE TIRO TTHHEALIMIT3 SHOWNN ACCORDANCE WITH SECTIOMa4�-i - ♦�—� S.. SEEDKWITHIN RLMRS OF CONSA6ODN AND EITHER DISPOSE OF AT AN APPROVED OFFStTES'AREA OR SHAPE AND - NOEL SANG BAUCOM
DB 246, PG 96-
0
M� i=s'I nsh sR)w
u63bsiIr3L
N
VA
NOTE: THIS PROJECT DOES NOT CONTAIN ANY O - AREA
/r (7,725 S.F. r pF 11
WETLANDS. - iE' \ %{ \}y S.F. =k -Pr t1- -lt- -R a TBOUPLKOgF W
- O - F +/ 4• 4- )'., 7 LIMITS OF CONSTRUCTION ELEV. 5.v0
�LT FENCE (iYP).
AA - NOTE: ALL SPOILS WILL BE DISPOSED OF AT AN
APPROVE LOCATION LOCATION OFF SITE i;ONTRACTOR SHALL >� ti
CONTACT NCOENR LAND QUALITY BUFFER
SECTION - - ! i
[phone] TO DETERMINE THE ACCEPTABILITY a'.y a _ ^ SETBACK —
OF THE STE. "- �.,, t — — _ \
1
s.� CHOWAN RIVER „a1 � f �c � � --I--
G
-
i GRASSED ARFAs }� POND LEGEND
75' CAMA AEC .80\ _
n x. # x I I HIGH MARSH AREA
-ti-�� �h� w I i I f, 5R0 I sHALLOW LAND AREA
WETLAND PLANT SCHEDULE is 5.� \ I x DEEP PODL AREA
HIGH .MARSH AREA/SHALLOW WATER/QEEp ppDE y I +� \ _
POND SURFACE AREA ® 13,710 SF.. �jt - I I
K 17,075 SF. w w I I i SPILL \ I .tl
oo '�
HKNH MARSH SURFACE AREA (SF•) _ I III / •. CURB S� \
SPA QINO #. OF PLANTS % OF TOTAL - ��� CIXREAiION ARE+t
ACORUS CAIAMUS (SWEET FLAG) - 24" OC 854 20% - - (COASTAL WE1tANDS)
PELTANDRA VIRGINICA (ARROW ARUM) 24" OC 854 20% ® - \ 'L SAGrTTARIA LATIFOLIA (DUCK POTATO) - 24' OC 854 20% 70
ilhJ� j -�
SCHOEMOPLECTUS TABERNAEMONTANI (SOFTISTEM BULRUSH) 24' OC 854 20% i 1 I X
ZIZANIDPSS MILAEGCEA (WATER MILLET) 24' OC 854 20% w I 1 I I � .A
TOTAL NUMBER. OF PLANTS 4,269 ti I I II 4. I �XLLE Y��
15' D
J R15
ELEV. 3.50
Ex INV.SHALLOW LAND SURFACE AREA (O-e") 3,536 S.F. rWPs 32
SPACING OF PLANTS % OF TOTAL w 1 r�D
M114.50
I ��
HELIANTHUS ANGUSTiFOLIUS (SWAMP SUNFLOWER) 24' OC 177 20% WV. 26, ` 1 267
HISBISCUS COCCINEUS (SCARLET ROSE MALLOW) 24' OC 177 20% ( '1 I 1 �I II/I r
CHELONE GLABRA (WHITE TURTLEHEAD) 24' OC 177 20% v,
LOBELIA CARDINAUS (CARDINAL FLOWER) 24' OC 177 20% W Ric
IMPATIENTS CAPENSUS (TOUCH-ME-NOT) 24' OC 177 20% ' 1 II fl 16 Ulm
i
t II
TOTAL NUMBER OF PLANTS 665 v- W 1 1 I� i FENCE h!" % <
H
III I I� j
DEEP POOL SURFACE AREA(6'-98' 2,426 SF. - - W NPS
FLOATING AQUATIC PLANTS SPACING OF PLANTS % OF TOTAL - w I I W
LEMMA SPP. (DUCKWEED) _ 24" OC 121 20% I I 30 I+-
POTAMOGETON SPP. (PONOWEED) - 24' OC 121 20% ARK r,
y, I i �� f Ili 1111
SUBMERGED AQUATIC PLANTS -
ELEOCHARIS ACICULARIS (SPIKERUSH) - - 24' OC 121 20%
C' - ELODEA SPP: (WATERWEED) 24- OC 121 20% ECM --
ISOEES SPP. (QUO.LWORn 24' oc 121 zo% - - I I ( ii i Na US HIGHWAY 17 BYPASS-
- TOTAL NUMBER OF PLANTS - NORMAL WATER�7UNE I
607 .h.A..�i. a7:45I�PMAD�N"1o1z9/o7 W W ri 5 _ / / I i jl I;+ ,- (R/W. VARIES) -
ADD 1 TREE FOR EVERY 3000 SF OF HIGH MARSH SURFACE AREA FINAL TREE.PI. ENT SHOWN ON PLANS.
CARNUTIABLE TREE5 TC�UUSE LEWOOD), BEIULA NIGRA (RMER BIRCH), NYSSA 81FlDgA (SWAMP BIACKGUM)
AREI_ _
USE I TREE _ y W II II I I(1 PoM 2
INV. 52420
CHOWAN RIVER o
Jul 1. v m j I 7p BUR% Saito r0 I FgOgD
0.00770O 57°• _. ,{. - / OS12%4 W®
` I I BSO .90 / 4.10 - t g •0• FOREBAY
W"� li I \ 7p /
IT SAO
E i � y "' I- I C \ \ \. \ - 8.3o/ L. MV. 2. IFFG/1
to INV.NORTH CAROLING
i I I2 DEPARTMENT OF
j 3 a i TRANSPORTATION
20'X50' TE IPoPARY
I V GRAVEL CONSIRUCRON i ,3p li L DEPTH
EMRANCE/IXR
75' CRAM AEC i J I 10TOTONS7.
- I:
D 6LT, 81D !3 cc" //� I sIDEYNpiK V i '' i i I -
SsEE ORASW PAL IA9'R OOVEMENTS MNAETWC�W Y INg o SIP •'1 / IP �' --- - � _ _ \ _
TO IXISTINC BRIDGE ' - _ ALT.
A 70.88 BID �2—
� — \ 6• ✓ $ __�I4{—
FIELD :20
�{� —-.1-1/4• FORCE MM — —
L fig_ .�\ io ,` W—wxwaT_
_�[DEC
__ _� s s e •s— a e. _� a __ 16 it uA47L SEWER SERSCE - —
L YK F
W TFR 3• LIMBS. OF,
c
OLD CHOWAN RIVER BRIDGE � �. � � SEWERONE s1NAu
1
oWATERLINE_ - — — —
BENCHMARK
&7E INiMAIN PUMP CONNECTION
/ (NGVD ,929)
&BENCHMARK SILT FENCE (TYP) NEW I -STORY FRAMED BUI G.
NCG9 MONUMENT CH0.7 V SEE ARGHDECR,RAL DFAWI WILDLIFE ACCESS ROAD
ELEV.=11.73' \ -
e (NOW 1929) �� DISTURBED AREA = 3.620 ACRES
EXISTING U.S. HWY 17 BRIDGE DEPTAHRTMEERNTT�OF
TRANSPORTATION
A..
GRADING & DRAINAGE PLAN & EROSION CONTROL PLAN A18
1 - 2 3 4 5 6 _ 7 , 8 9 _ 10 11 12 13 14 15' 16 117 18
MATERIALS KEYING
In
P
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AA
GENERAL NOTES
H
jjBa.ldwm jaoA
EAYNEFm - SURVEYING - PLANNING
1015 CONFERENCE DRNE
CRERMLLE, NC 2785E - Z52.756.1390
KEY PLAN
E
FILE# 060700701
NO REVISION DATE
L 7
```JPUutURAit�gry'/.
r�
�r-
"e" ARCHITECTURE
❑IrKo1P1A� C
. O%106 a1 GREEN VILLE. NC 2)658 PHONE 252-355-:068
NC WILDLIFE RESOURCE
COMMISSION — CHOWAN RIVER
BRIDGE SITE IMPROVEMENTS
EDENTM, NC
w,NGmE GRADING, DRAINAGE & e
EROSION CONTROL
PLAN
�,� INGNG
1'=30'
>�AwN
MTW CGD JH
JKF JSJ C 2.1 A
02-18-2009
ao�h:rNo.
2007-17
COPYRGHi. IKi ARCHrtEQ'JR'c PG. �OHN K. PaFKAS,AN

2 I 3
Q
TOP OF BERM ELEV. 5.OD
jjBdsigorwaAENG7NEESURVEYING - PIAMW
1015 CONFERENCE DRIVE -
GREWAIE,NC.Z7656 2527%1390 -
KEY PLAN
F
USGPM
- _ S.T.E.P. TANK PUMP CURVE
L
MIYERS P-102 - -.
18'. - " 18" - - SILT FENCE
CHOWAN BOAT RAMP
J 1/2" PAD - - i/2°.RAD _ _
3" RAO: 3' RAD hn,Blt Wet Well im! trl - Pump Off Zone um CBpae' TDH
E - t/8.RAID - • ..: - t/6. PAO - - - 4.70 - 7.25. 4.95 1.62 - 1 30 94
COHSE AGGREGATE _�y0 �. jjj 6. � ' - '. ' .'
FILE# 060700701
a : - li"IZ_ a ..' a - • -
--�� CONSTRUCTION ENTRANCE/EXIT DETAIL 24 24°
24" CURB & GUTTER SPILL 24' cuRe AF GUTTER
D (STANDARD FACE) NO REVISION DATE
D
(N.T.S.) _ _ _ (N.T.S.) - - -
SEAL. ..
i37 1444ED STONE - - - - .t
Ile WIRE PLAN
7c
R rr
2 fc eO r
-
PROPERK F
DNISHm cPPROPERTYLU$
- / {mmMEJO seat ee Rtvnm AxD mw R6TagP ro Irs aNmw, mAH51ai5 - - - - - - - -
_ _ wMN-THE smavrt xAs uonuulEn ro 1/21NE rtfsw OEPM aF THE naw. 1,-T• - - - - _4 l_
I<� CLASS B STONE
:A � " A 2 RENam aalmrt sou �. Owsnm a A Fum4at AJaA AVO a BXAI - - -
A uaaEn 1KAr rt wu, xor ERouE.
_ ARCHITECTURE
- a THE sIRIalupE swA ec gsrEc(m wiEx veq-slwea Ewlrr APRJ Na•In¢ - °° � - _ -_ .. - _ _ e _ �rjAAA` f N J
- P MW. -1 I I I -I I1= i _ _ _ 7 r DUL HOLE W,HNR1ta
4 Ctla M qN OP A 0 6 5 Ny g a9U® Oy a 9 W A MNaER NyT m a w L I� I I -I I �I I I_11 ,a /
_ FI"90q Am TER POLLMg1 AAE.M"Y@A - _ � -y _
a>xE-senlNOrt ,wrswa RaxAsw.aro n¢ AIEA svw1:® xwxnR: - = �.. -11 i-lI N.I (=11 ( - - I I I �- I I=1-i I - ib- 3O' - TO FACE OF CURB OR SIDEWALK amwOE E sq W� �w PROPS G saR aEP: 111�1 I �-� f I I=i I -s - -/ � � - 1 �II-1.1�11-III. 08 X206 2 bREENYItLE NC 2)859..P ONE 2523551060
a MEw IwcuA.ATAa swwr.� w A rAm Sm. x0. tam METER - _ :.(4f) : TO FACE OF BUILDING:
" CURBOR SIDEWALK FACE - NC WILDLIFE RESOURCE
W1
I , zwwEusxsweEKwnwEaaa�ScraEaNW"swuxacV. FILTER FABRIC YVCN NESN OPEIaOa LtlTm STOP
PLAN
yp� CE N COPPER SPAWBING iFTOtN A5 RFA'D � �PoSECTION� N
COMMISSION - CHOWAN RIVER YI _ a/4' M BRIDGE SITE IMPROVEMENTS - eY9L.ou waE FSN xwTR NOTES
CORPOtNTNN STOP � SI DINERS RS - - - EDENTDT'T.
g STORM UNE - 1. "L" IS THE LENGTH OF THE RIPRAP APRON. 4. A- FILTER BLANKET OR FILTER FABRIC SHOULD-
2. "d" 1.5. TIMES THE MAXIMUM STONE DIAMETER - BE INSTALLED BETWEEN THE RIPRAP AND - - 18'-#/ " STEEL
NOTE:-., METER 80% TO BE FURNISHED AND R13TAL1ID BY UTILITY -BUT NOT LESS THAN 6".- SOIL FOUNDATION. -: - ROD. - -
PUMP STATION & WETLANDS e
,,•.., / - CONTRACTDIL SERVICE SADDLES SHALL BE USED ON ALL 3. IN A WELL-DEFINED -CHANNEL EXTEND THE -- 5. FOR RIPRAP. PROTECTION USE CLASS ° B" - - - - - DETAILS- - -
_ SAO= WATER LINES 4' AND SMALLER IN DIAMETER. - APRON UP THE CHANNEL BANKS TO AN - EROSION CONTROL STONE. PLAN-
! ELEVATION OF 6" ABOVE THE MAXIMUM 6. APRON TO BE PLACED- LEVEL WITH THE TOP
17 - - SERVICE SADDLES SHALLAL90 BEUSEDON 6' AND LARGER TAILWATER DEPTH OR. TO THE TOP OF THE SURFACE OF RIPRAP -AT SAME LEVEL AS
U Ll w,� MESH saRr: : PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS BANK, WHICHEVER IS LESS. - - - SURROUNDING -LAND SURFACE NO OVERFALL - C--- w,LE owwwo No
e' 1Nro GROUND.. - OF AWWA C-900. CLASS 150. SHOULD EXIST. - - - - - - - AS NOTED -
awwN-
WA1IIt NMN - MINIMUM COVER OVER SERVICE LINE SHALL BE 24 WHEEL STOP DETAIL°. _ (N.T.S.) - SECTION A -A OUTLET STABILIZATION STRUCTURE MTW CGD IL 1
AAg�
L C3v 1 Ale WATER SERVICE DETAIL : DALE ASCF VJV A
STANDARD STORM 'INLET SEDIMENT- TRAP 02-18-2008
2007-17
7 - - 2 3 - 4 t0 _ 12 14 75 16 17
78"OOPS .lKEwftCHrtECN cPC. JOHN K. PAPoUSAV. -
4 5 - b - y g - 11 - i3 - -
4 5 6. 7 1 8 I -9 70 11 12 _ 73 14 75 - 16 17 18
MATERIALS KEYING LEGEND
ca
Al
yEMEN{ - - WWF 6 X 6 W2.9 % W2.9 - -
-T SON
PECIFIED BR<LA FINISH -
SLOPE TO DAIN 2" PV SCH 40 - NSIBLLIY 0 - -
- - CABC AS SPECIFIED - - - CQ7FIE aERtA� P' oUf of
- EMERGENCY SPILLWAY M. 4.W - f � - - VENT WYfFI SCREEN SEPTIC TANK NOT BE -
3•_4• - _-------_ - - I-- - - - - - PERFORMED WRING WET SEASON.
I I 3 4" SM RAN _ NOTE ALARM PANEL SHALL BE LABELED m WITH PROYV�IDEE 50' P -
P ( _t 2-0'- - 'FOR EMERGENCIES CALL jOWN OF FD,ENTON ELECTRICAL CORD -
PUBUC WORKS (252IV-4711 TO PUMPS WRH
6' PVC PULC/P OUT WITH NO JUNCTION BOX
1 ALUMINUM DR HOT 01 ED �L ,.��II-- �-I( III-III'=I I- MPACTED EARTH - BUPRIED APPRWOXIMATEIY - 24'KABIO. EM OLE FRAME
GALVANIZED BAR CRATE p5°' HOT DIPPED �� �-L{- I I - - 2' BEtAW GRADE EIECIRK;AL CONDUIT L� -
WEIR 3.00 - - GALVANIZED ANGLE - III II L IJi T I - FROM PUMP TANK AND COVER -
c I -. =- I - I DUPLEX CONTROL PANEL TO CONTROL PANEL
& REMOTE ALARM 0.V. 10.50_
2.5•%p5' HpT DIPPED - - - /� lam\ Y CAP - #5 REBAR CONT. WITH ALTERNATOR _
GALVANIZED ANGLE /' - - - LOCATED ON BUILDING -
FREEBOARD - 4• PC CAP e- 4 YiSIBLE AWtM LIGHT FINISHED GRADE - iv
- - - - AUDIBLE HORN / r SLR E7 ' Q�RAp -
A 0 EFPNI PEED TANK
4' Pe GAP,VC RC MV. 200 - 48- A80VE GROUND AND IN LINE '
OF SITE OF MANHOLE COVER
THICKENED EDGE CONCRETE SLAB THE CONTROL PANEL SHALL BE QUICK CONNECT
_O 1SLCMP ( ORIF7CE5' - I 4' PVC SANITARY _ _ CONRtOL2WORKS2INC. PVC SCH 40 O
_ FOR THE TOWN OF EDENTON. r - SERVICE (3' COWER) -
N0 15' CLP INV. tA6 -
PVC
5FC
tM -
M _ 0. DCK WALL
� _ _ _ . BALL
TRUE UNION
.. ` i,-.,. •4"TEES-, i.:•�' (fYP� STAINt ES RUBBERS .
L_n'�• I .. 1 CAST -di -PLACE ).
STEED. DRAIN
4" SCH 40 PVC
- - t�K WAIL
GRAVITY SERVICE - zj� - -
N - � _ I - i WITH SLEEVE gm
7" PVC. MOUNTED MERCURY FLOAT SWATCHES - N
B' CONCRETE SLAB - - - - - ( 1 - - - TO WALL FOR ALARM "ON" - - -
- - - 8' CONCRETE SLAB - I - I - - a FLOAT SWNTC,I. 7 LAG 'ON" _ - -
j
Imo- MP 'ON'
_ �O•_6• _ w�-� I � � - �O._6. 0.�.J � _ i _ i - p. :. I -
- - t� i" PUMP "OFF'
WET DETE MN - POND OUTLET CONTROL STRUCTURE S I LACK CONNECT
M - : �, MIN 1 -. - I- - - :. ,. :.
O (SCALE-- L-------------- -- - E: - t" = 1.0') - � O - - - M -
/ , A 1-i/4" IN-UNE Pvc
RESERVID - - - SWING CHECK VALI't -
- - io - PARKING - GENERAL NOTES - 2' TAPER EACH END - SECTION - MYERS P-162 -
. -CLASS "AA" CONCRETE TO BE USED. - MIN. S" #57 STONE 23W, 1 HP. OR -. -
-FORMS TO BE USED FOR CONSTRUCTION OF BOTTOM SLABS. - - - APPROVED EQUAL
CONCRETE - 4000 PSI N9 28 DAYS
-ALL MORTAR JOINTS TO BE t 2" PLUS I MINUS ALL - REINFORCWG - (I X 10 10 COORDINATE WITH
• - - - / - WTO IN SIDES, TOP &
TOWN OF EDENTON
coN �R�cnoN - - - -PROVIDED I�WI �P�iPE2M1YTEDCENIER. INLETS SHALL BE /
TOP -OF CURB f-- _ _ .- - BOTTOM FOR 150. L85/S.F.
L - - - - H- EDGE.. - - - - - - Q5q `W PEtNLTY WEIGHT OF TANK = 11.400 LEIS. -
OF CURB - - _ L
FLOW L9NE.
CD
- - : FRACAN V-5660 h GRATE RATE 5' MIN. TO BLDG. - 3".
z
btL
STANDARD CURB AND CURTER - - - - > - TYPE R7-8-
- < PER G.S. 20-37.8 -
TYPICAL CURB & GUTTER END SECTION J PROVIDE 'VAN ACCESSIBLE" l 1 i
- - - - - :SIGN AT ONE SPACE AS SHOWN - - - 24 - A- - - 1 1
�^ ON THE SITE PLAN _ _ _ _ _ e. _ TI _ �. le
K - - - - - - - - MOUNT SIGN ON GALVANIZED 3" C-CHANNEL IRON. _ - - - - 'a -
SET 3' BELOW GRADE - ° i : i - I 1
c �4s TYPICAL HANDICAP PARKING SIGN I O��� �i i s K
B�iONE ARMOR 75' - -
4 CFI 40 PVC - t i
. -GRAVITY
3
1�. IXI� GENFDNAL NO/E5: - - - I I 1
CLASS AA' CONCRETE TO BE USED. - - DROP INLET -
FORMS TO Be US @ FOR C0 SfRUCTION OF BOTTOM SLABS. -
ALL MORTAR JOINTS TO BE 1/2' PLUS OR 24" X 36" INSIDE DIMENSION-
_ -JUMBO BRICK WILL PERMjE0 DROP INLETS BE N.T.S. _ TL•L- 77 ^..,.Tz ,U
.PROVIDED WD77 SEEPS t'-2' ONCQRER. ( ) _ ___
PLAN '
EMERGENCY SPILLWAY
Has MAN �R,A FRAME - - - PUN VIEW - - -
wLCAN v-1384� _ - -
TO BE SET
LIT CORM , - - DUPLEX S.T.E.P. TANK DETAIL
REBARS GROUT Y SLABC / o cuv. vmmour ml8 - : (N.T.S.)
EASAM
WAY
GENERAL NOTES
H tz 12 TOP OF SIDEWALK - -PROVIDE SMOOTH TOOLED
14D
1 t VARIES 4'-6' - FINISH BOTH SIDES OF 'yyl°P,yi. t0C H
-FINISHED PAVEMENT 4 1/4" PER FOOT - CONTROL JOINT & AT :rAmar_
CROSS SECTION MAX. CROSS SLOPE PERIMETERS
FINE BROOM FINISH PARE FENCE REtER FA&tlC 120
72:1 SLOPE MAX. 12t SLOPE MAX. - - - t "Y 7 PERPENDICULAR TO
PATH OF TRAVEL FILTER FA6RM w 100
A ''�' �'MI� SNUl BE A MIHWUM OF 32' COMPACim FILL 9C Z
_ BAD Y4
6.O�COETEETE. •" (PORTLAND - " X Y4"
80
G a aR6MfHKi2�NON
SECTION CEMENT CONIC. CONTROL JOINT R RE1 sau s A MNa u q
SIDEWALK) F loJm -MY Ill, wtt� AS
Pn � a �.
JUNCTION
BOX NEMi{(T AND BE aF THE SDP-FAS(ENER EDFNSOIV a FALiiIG AND O SO
]AY MkF. 5 TAY Na. - - JUNV EIVI� GVA - - _ A4GtE SRII ttPE MNE RRO'Am - _
(N.Ts.) TYP. SIDEWALK CONTROL JOINT 40
PLAN MEW r SH FLUSH ENT SILT FENCE DETAIL
_ - N.T.S. -
HANDICAPPED RAMP DETAIL 20
F _ -
- - 0

1 2 3 - 4 - 5 1 6 7 - 8 9 10 - 1 11 12 13 - 14 15 : - 16 - 17 - 18
Q
BEGIN EXCAVATION STA. 0+00 - - - ENO EXCAVATION STA. 1+68.8
0+00 - - 0+25— — — — — — — 0+50 - 0+78 SECTION A" —A" 1+00- - 1+25 - 1+50 1+75
P _
(SCALE: Y = 10') - -
TOP OF -
2, P OF GERM ELEV. 4.00
TOP OF SXELF ELEV. 2.50— POOL O— —
5-
2 lm (—CTi
O- - - - - -
WET DETENTION NOEL LANG BAUCOM
POND DETAIL De 246. PG ss
O - -. (SCALE: i" = 101Ar
�•"r �.� �. `- - - -
AVERAGE NWL DEFT = —1.3'
AVERAGE FILL OEM = 2.5'
!MyynA AVERAGE NWL DEPTH =. 0.3' - - 86 CY FILL TO ELEV. 5.0' MSi-
c<. ' AREA TO ROSE t5 X t) I AVERAGE FILL DEPTH = 4.0' ; I s1 "UPLANDS FILL' -
- O - - ,725 S.F. 204 CY FILL TO ELEV. 5.0' M51 - ()
- "UPLANDS FlLL• 77pppp OF BULKHEAD -
R°) as•). z,7 EIEM+. 5.00. -
-
s iP� ,aa
411 CHOWAN RIVER Al o- `
75' CAMIA AEC-
ti��
I ? s$ J
I II \
3
K W W I I� I LEGEND
EXISTING
/ E
CREAM
(COASTAL WMAARF*ESAHETLANDS)
W I I 1 I . \ I - E. \ FILL BELOW NWIL
i EXcavnnory ABOVE NWL
W w ! f - I II \I I I SPILLWAY - UPLANDS DISTURBED AREA _
1 15' ELEV.
11ENCY -
ELEV. 4. 00
F7t S
W NPS / I I�ma I 1 L EX. W. t.32 - EXCAVATION BELOW NWL
Ei
W 1 1 r�DM1��{{ I 1
R�420
MJ. .r , � EKE � •€ - I II II
VERAGE NWL DEPTH = -0.6'
E E t.c 1 AVERAGE EXCAVATION DEPTH = 3.9,
EXCAVATION VOLUME = 1,898 CY
IV II! x
W I I F BBUUFFE / f3 ( II
N
G w W I /// 1
NORMAL ECM US HIGHWAY 17 BYPASS
wA(TL).wE (R/W VARIES) - -
POND LEGEND
I.-5.00
I1m4v. 1
— HIGH MARSH AREA
- W I I �nLin
F ao
CHOWAN RIVER i '1.' j I II sHwow AND nREA
VLF 4 W I DEEP POOL AREA
ri
—
'NPS I. I ! \ FOR \ as
E I I 1 B / FEsz A NORTH RTMENTI
W
TRANSPORTATION
W I I 5 Oil
W I I l ko 7W AEC
D EX
.B
SEE DRAWING A3.1 FOR. SIP' .— —
NEW we,wvY _ _
TAO FJ(ISTING BRIIDGEM - Exi�STTiRG ROADWA 210.88-
-FlftD
\I1A015 OF"CONSTRUCTION-
c OLD CHOWAN RIVER BRIDGE
r BENCHMARK
'
N PUMP C1NEGRON -
6
®NCGSSMMO UM CHO i SILT FENCE mP) " e - WILDLIFE ACCESS ROAD
EIEV=i 1.73' .. ARC -
8 - - - - - - (NGW 1929) DISNRBED AREA 3.82C ACtffS
EXISTING U.S. HWY 17 BRIDGE DEPARTMEERNT OF
_ TRANSPORTATION
GRADING & DRAINAGE PLAN & EROSION CONTROL PLAN A18
1 - 2 _ 3 4 5 I 6 7 8 9 10 - - 11 12 _ 13 - _ 1.4 - 15 - 16 - _ 17 18
MATERIALS KEYING LEGEND
0
N
M
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GENERAL NOTES
H
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1015 CM#M " DRIVE
GR✓ E N91E. NO 27858 -257 756,1390
KEY PLAN
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FILE# 060700701
NO REVISION DATE
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ARCHITECTURE
P.Q.60%.20662 OREENV ItE NC 2>856 ONE 252-355 1068 - C
NC WILDLIFE RESOURCE
COMMISSION — CHOWAN RIVER
BRIDGE SITE IMPROVEMENTS
glow He
ORAWWGmIE
B
EXCAVATION AND FILL PLAN
SCALE DRAWWG NO
DRAWN... �•—�, -
MTW
XF ,W C 41 A
DATE
02-18-2009
PROhiT NO. -
2007-17
'� COPttRGM..N:i ArtCMfECfUREPC, .bHNK FARKA

1 1 2 1 4 4
5 6 7 8
9 10 11 12 13
14 15 16 1 17 18
DOOR SCHEDULE
MATERIALS KEYING LEGEND
Q
DOOR
FRAME
R
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w
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DETAILS
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AL
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30.ROOFING Fa_Ts
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3/4• PLYWOOD f p `
_ WOOD TRUSS / '
--g-�----.,
TOP PL.
2• X 8• WOOD
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4" TG CEDAR SIDING
- 5/4' CEDAR TRIM
—_
-- 2(2'X6') TOP PLATE
�:
METAL DRIP
EDGE _- ---
5/4' CEDAR -
FASCIA
4' TEG CEDAR SIDING
-
/ /
\
,
\
LIGHT
(TYP.)
F.F.
DATUM
_
---
F.F.
DATUM
2
3'-O X T-O'
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1.75'
AL
FRP
R
AL P
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WINDOW SCHEDULE _
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--
p
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3
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va = r-0' NI8
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--------------
BULDING PAPER
5/8 SI-EATHING
R-19 BATT INSULATION ' - -
2' X 6" WOOD STUD
5/4" X 10' CEDAR
BASE TRIM
-.____
PRESSURE TREATED
2" X 6^ SU PLATE \
F.F. -
DATUM
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V4' = r-0' K13
\ \, / / j F.F.
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SEALANT
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CLADlWOOD SIDING
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V4•=r-0'
NORTH SIDE
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5/4' CEDAR
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SEALANT
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TRIM
3'HO' _ T-4'
---
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SEALANT
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:,
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SILL DETAIL E4
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NC WILDLIFE RESOURCE
COMMISSION- CHOWAN RIVER
BRIDGE SITE IMPROVEMENTS
®BNTCN, NO
8
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A
4 4
4' TFICK' 3000 Psl SILL DETAIL
CONC. SIDEWALK (TYP.) - - 4 A4
3^ = r-0•
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V4' - Y-O'
PLAN
A8
BUILDING SECTION
AI3
V4' = r-O"
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SCALE V4" = I`-O"
A L I
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2-18-2009
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r v vv owuz�rGo annin—, �• F• ronsc rrorcirr--mac
GAVAMLED NApLb ,• •• + ,. ... �-.w..
(BY OWNER, N.I.C.)
FLOATING DOCK DETAIL NE,
UT<I'-O`
C
n
B
TOP OF _
CON.. CURB
INSIDE GORIER BRACKET
OUTSIDE CORNER BRACKET (FEMALE)
OUTSIDE CORNER BRACKET (MAID
INSIDE CORNER BRACKET
% X 3F' STAII`, ESS
STEEL HEX HEAD BOLT
WITH NYLON LOCK NUT
— I—
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GALVANIZED CARRIAGE BOLT —
Wasl-ER AND tKWr
9 10 it 12 13 14 15
FASTEN STRINGERS TO INSIDE JOISTS
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AT EACH OVERLAP ff��
NOTE, MALE/FEMALE CORNIER BRACKETS NOTE` FLOATING UNIT WHICH _
ARE USED AT TI-E OUTSIDE CORNERS ATTACHES TO CONCRETE
OF AJONNG FLOATING SECTIONS. ABUTMENT SHALL BE ` ---
STANDARD OUTSIDE CORNER BRACKETS MODIFIED AS LUSTRATED f
ARE USED ON THE LAST FLOATING BELOW._ SECTION OF EACH DOCK. P;
SINGLE T BRACKET (MALE) —'
i
i
DOUBLE T' BRACKET (FEMALE)
OUTSIDE CORNIER BRACKET
(BY OWNER, N.I.C.)
FLOATING DOCK DETAIL NI2
378'-'-O'
SEE FLOATING DOCK
DETALS
2' X 6'
wX6"
3' X 4' X IL'
EPS FLOATS
16 17 18
SEE FLO TIN7G DOCK
DETALS>I
FASTEN T X 6' S
TO PERIMETER BAND
WITH 8 D NAILS
x a-
(BY OWNER, N.I.C.)
— 26-VT FLOATING DOCK DETAIL NI8
ENLARGED
BRIDGE PLAN �18
ma J
`2 S<z� 5T� earal_�
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RAMP/PLATFORM FLAN F18
V4'4-O'
18'm CONCRETE PER REINFORCED
Wf 8-a5 VWT. £ v4 TES • 600.
L E O DRILL EPDXY GROUT VERTICAL
BARS INTO
ASTNG SLAB
AS
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MATERIALS KEYING LEGEND
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PLAN NOTES:
1. TEST PILES SHALL BE LOCATED AT MAX SPACING
OF 50 L.F. OF DOCK AND BULKHEAD.
2. LOWER FOOTINGS AS REQUIRED TO AVOID
CONFLICT WITH TIE RODS.
PLAN KEY NOTES:
O PIER GIRDERS, REFER TO RELEVANT SECTIONS.
© TREATED TIMBER PILES, REFER TO SPECS.
© VINYL SHEET PILING, REFER TO SPECIFICATIONS, SHEET S3.1,
DRIVE TO 14 FOOT BELOW MUDLINE/CANAL BOTTOM,
D2 BREAK WATER SLOTS, REFER TO RELEVANT SECTIONS.
E2 TYPICAL PILE SPACING.
O PROPOSED RIP RAP, REFER TO APPLICABLE
SECTION.
GQ 1"4 GALV. TIE RODS SPACED AT 4'-0" OC.
O CONCRETE DEAD MAN REFER TO 4/S3.1 & 2/S3.2,
O APPROX. NORMAL WATER LINE
J2 FLOATING DOCK BY OWNER (N.I.C.)
O TOP OF FINISHED DECK ELEVATION +5.90
© TOP OF FINISHED DECK ELEVATION +4.00
O TOP OF BULKHEAD ELEVATION +4.00
N2 1"0 GALV. DIAGONAL TIE RODS SPACED AT 3'-0"
OC. AT CORNERS
GRAPHIC SCALE
0 5' 10' 15' 20'
—011
6 17 18
MATERIALS KEYING LEGEND
K
J
GENERAL NOTES
H
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KEY PLAN
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NO
REVISION
DATE
D
sEnL
J K F
•''.o.,M
ARCHITECTURE
RCOIAs,...
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NC WILDLIFE RESOURCE
COMMISSION— CNOWAN RIVER
BRIDGE SITE IMPROVEMENTS
EDENTON.NC
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RAMP AND PIER PLAN
(ALTERNATE BID =D
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AS NOTED
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2-18-2009
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2 1
3 _--- L 4 I 5
I 6 I 7 I 8 1 9 I 10 I 11 (
12
I 13 I 14 I 15 I 16 I 17
I 18
8'-0"
NOTE: COORDINATE DECK
4" 8'-0" 65 92'
2-3x10 TREATED,
FRAMING AND DECKING
POINT OF
GIRDER
DETAILS W/ ARCH. DWGS.
CURVATURE #4 0 12" O.C. C.I.P. CONC. SLAB CONC. PUSH SLAB
2x10 TREATED,
SHEET A2.3 TYP
__
1-#5 CONT.
30.20't WATER LEVEL
JOIST ® 16" O.C.
TREATED TIMBER PILE
3-#5 #7 ® 18" O.C, POINT OF - - VARIES, REFER TO
WATER LEVEL
2x6 TREATED WOOD
DECKING
REFER TO SPECS.
ELEV. +5.90 T&B TANGENCY CIVIL DWGS.
---'—'—
4 #5 x 3'-0" DOWELS
# @12" O.C. DOWELS 2" DEEP x 4"
FLOATING DOCK BY
P
VARIES, REFER
a
a SLOPE
E 74%
CONT. KEY 0 12" O.C. T&B
OWNER (NJ,C.)
TO CIVIL DWGS.
S.S SIMPSON H2.5A
HURRICANE TIES AT
5
2-5/" DIA. THRD BOLTS
?
-H
FI12-N. PAVEMENT, REFER
TOP OF PUSH SLAB #5 ®12" O.C. TOP,
TO CIVIL DWGS. EACH WAY, TURN
.1,
EACH JOIST
WITH OGEE WASHERS TYP
( }
FIN. GRAVEL N - 2 -0" �-
—f
rn
RAMP BEYOND
GOWN BARS EDGE
WATER LEVEL VARIES,
REFER To CIVIL DWGS.
oo
TOP DECK
REFER TO CIVIL
(ELEV. +4.00)
DWGS. V-6" 2'-0° h N.W.L. ELEV. +1.17
_
TOP OF PUSH SLAB
? ®I
N
co
#4 @ 12" O.C. TIES o #7 ®18" D.C. (TYP.) 4
"
a
RA P BEYOND
0
e
o
---
--
SLOP
n
4 TIES 5 ®12" O.C.
3-#5 CONT. # #
a
N.W.L. (ELEV. +1.17)
-_ E 149,
T&B 12" O.C. EACH WAY, BOTT. v:
-
-
6x8x18'-O" CONT.
" `�
V-6" 2'-0" 8`-0" SMALL RIP RAP, PLACE
TREATED SHIM BLOCKING,
TREATED TIMBER
#4 C� 12" O.C. (TYP.)" CLR. (TYP)
TO SAME PLANE AS RAMP
BEYOND AS REQUIRED
j
�" DIA. THRU BOLTS w
TAPER END Of
BEYOND
FOR ALIGNMENT
WITH OGEE WASHERS AT a
PUSH SLAB NOTES:
SLAB AT 1:1
NOTE: ALL REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 60 EPDXY COATED.
N
EACH PILE (TYP)
1Y" VERT, SLOT. LOCATE
o
CONT.,
1. ALL REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 60 EPDXY COATED.
MUD LINE
IN WEB OF SHEET,\-6x8x18,-O"
REFER TO 5/S3.1
i
BEYOND
2. PROVIDE 6" BED OF #5, #57, OR # 4 STONE OVER 12" OF SMALL RIPRAP OR SURGE STONE.
2A SECTION AT FLOATING DOCK - ALT. BID #1
3. POUR PUSH SLAB ON DRY LAND IN THE SAME PLANE AS THE IN -PLACE SLAB. CURE SLAB 21 DAYS PRIOR TO PUSHING IN
S3.1 SCALE: 1/2"=V-O"
PLACE WITH A DOZER OR CAT D6 OR EQUIVALENT.
1
m
TREATED PILE BEYOND,
4. CUT 2" GROVES IN TOP OF SLAB AT 45 DEGREES TO PERPENDICULAR DIRECTION OF SLOPE. USE EDGE TOOL TO REDUCE
REFER TO SPECS.
1
1
CHIPPING & SPALLING.
1
2 SECTION THROUGH BOAT RAMP - ALT. BID #1
1
I
S3.1 SCALE: 1/2"=1'-0"
TREATED PILE,
TREATED PILE,
REFER TO SPECS
REFER TO SPECS.
SHEET
PILING, REFER TO
SPECS. THIS SHEET
SECTION
THROUGH
BOARDWALK
AT BREAK WATER - ALT. BID #1
K I S\ 3.1 j SCALE: 1 /2"= V-O"
i
H
8'-0"
2-300 TREATED,
GIRDER
2x10 TREATED,
JOIST 0 16" O.C.-
2x6 TREATED WOOD
DECKING
SIMPSON H2.5A
HURRICANE TIES AT
EACH JOIST-7
m
rn �
TOP OF RAMP. PUSH
SLAB ELEV. VARIES-
0 WATER LEVEL VARIES,
REFER TO CIVIL DWGS. RIPRAP ELEV. MATCH
— N.W.L.
TOP OF RAMP
?— O Nczi
cI
I- I i
TREATED SHIM BLOCKING,
BEYOND AS REQUIRED
FOR ALIGNMENT
I
I
TREATED PILE,
REFER TO SPECS. TREATED PILE BEYOND,
REFER TO SPECS.-
8'-0"
NOTE:
COORDINATE
DECK
FRAMING AND
S.S. JOISTS HANGER W/ MIN
DECKING
DETAILS W/
ALLOWABLE CAPACITY = 1000#
ARCH.
DWGS. (TYP)
TREATED TIMBER PILE
(TYP)
2x6 TREATED
NOTE: COORDINATE
REFER TO SPECS.
2x16 TREATED
WOOD DECKING
g'_p"
VA
DECK FRAMING AND
CAP T
( )
2x10 TREATED, JOIST Q
16" O.C. CONT. (TYP)
2x6 TREATED
DECKING DETAILS W /
WOOD DECKING
t5
2x10 TREATED, JOIST
ARCH. DWGS. (TYP)
6x8 CONT. TREATED
S.S SIMPSON H25A
2-3x10 TREATED, GIRDER
16" O.C. CONT. (TYP)
TIMBER
HURRICANE CLIP
2-s.�" DIA, THRU
6" SAND
/T
2-3x10 TREATED, GIRDER
EACH GIRDER (TYP)
BOLTS WITH OGEE
FILL
- 2-%" DIA. THRU
TOP OF DECK oo
WASHERS (TYP)
TOP OF DECK
BOLTS WITH OGEE
(ELEV. +4.00)
®�
ELEV. +4.00
2 -0"
WASHERS (TYP)
1'-0' LENGTH
o
ate?
3-#5 T&B
6x8X18'-O" CONT.
2.8 TREATED CONT.
E3-#5ACH AY
EACH WAY #57 STONE FILL
3-#5 BOTT.
6x6 T EASED SLEEVE DEAD MAN
CONT.
TOP DECK ELEV. VARIES
TREATED TIMBER
Q WEEP HOLES
EACH WAY
POST ANCHOR AT EACH
+5.90 TO 4.00)
j - -
1
-
1 '
TIE ROD
o
N
WATER LEVEL
6x6 TREATED POST
a
L®
TURNBUCKLE
1
VARIES, REFER
TO CIVIL DWGS.
_
S.S. SIMPSON
"
-_- _____ __
o
2-#5 CONT.
N.W.L. (ELEV. +1.17)
ABE66 BASE W/
N.W.L. (ELEV. +1.17)
_
-____
__-=
EACH SIDE
11
CONT.
¢
%"0 EXP. BOLT
_
1"0 WEEP HOLE ®
-
j
S.S. 6 BASE
ABE66 BASE W/
__ ___-
-�
-6x8Xi8'-O"
5/6" DIA. THRU BOLTS
2,-p" SQ•
¢
TIE ROD
TREATED TIMBER
WITH OGEE WASHERS AT
4'-0" O.C. 6" ABOVE
-"9 EXP. BOLT
2 -O SQ.
BEYOND
o
v N.W.L. (ELEV. +1.17)
O
EACH PILE (TYP)
MEAN LOW WATER
=
=
CANAL BOTTOM
NOTE: LOWER FOOTINGS
CANAL BOTTOM
2'-p"
COMPLETELY WRAP
STONE WITH
GALV. STEEL 1"0 TIE
_
- 5/6" DIA. THRU BOLTS
u
H
AS REQUIRED TO AVOID
GEOTEXT LE FABRIC
ROD SECTION
WITH OGEE WASHERS
AT EACH PILE (TYP)
o
w o
TREATED PILE,
CONFLICT WITH TIE
RODS TYP
( )
#4 TIES ® 12" O.C.
�44
4x4x6/6 GALV.
REFER TO SPECS.
4j
24'-O"
WASHER PLATE
-6z8x18'-0" CONT.,
-LV
BEYOND (TYP)
-
SHEET PILING, REFER TO
I
SHEET PILING, REFER TO
�C.L TIE BACK
SPECS. THIS SHEET
SPECS. THIS SHEET
ANCHOR (DEAD MAN)
- TREATED PILE, BETWEEN TIE BACK AT TIE BACK
REFER TO SPECS.
4 � SECTION AT BULKHEAD - ALT. BID #1
SHEET PILING, REFER TO
SPECS. THIS SHEET
SECTION THROUGH BOARDWALK AT RAMP - ALT. BID #1
SCALE: 1/2"= V-O"
TREATED TIMBER PILE
(TYP.) REFER TO SPE
1"0 GALV. HEADED TIE
RODS @ 4'-0" O.C. W/
TURNBUCKLE-
-0 1,
9/16"0 S.S. CARRIAGE BOLT 2x16 TREATED
7----j,=
1V VERT. SLOT. LOCATE EACH RIB (TYP.) CAP (CONT.)
IN WEB OF SHEET, REFER
TO 1/S3.1 (TYP)
SCALE: 1 /2"= V-O"
I!- 1"0 GALV. HEADED TIE RODS
4'-0" O.C. W/ TURNBUCKLE
2x8 BACK TIMBER V-0 V-O" 2x8 BACK WALE Y16"O S.S. CARRIAGE BOLT
I1�" I r EACH RIB (TYP.)
J W16"4 S.S. CARRIAGE BOLT
EACH RIB (TYP.) 2x16 TREATED
j CAP (CONT.) FOR SHEET PILING,
REFER TO SPECS.
71 5N6"O x K' LONG S.S. "
LAG SCREWS EVERY 8x6 FRONT WALE LOW
OTHER SHEETS (TYP.) #10x3" S.S. DECK SCREWS CANAL SIDE 8x6 BLOCKING HIGH %6"0 x 2Y42" LONG S.S.
EACH SIDE (TYP.) LAG SCREWS EVERY
OTHER SHEETS (TYP.)
6x8 BACK TIMBER #1Ux5 S.S. DECK +3 CANAL SIDE 8x6 FRONT WALE LOW
SCREWS EACH 8x6 FRONT TIMBER HIGH
SIDE (TYP.) TREATED TIMBER PILE SHEET PILE CAP PLAN VIEW (CANAL SHEET PILING WITHOUT PILING)
6x8 FRONT TIMBER (TYP.) REFER TO SPECS.
SHEET PILE CAP PLAN VIEW C
a yY 6/16"0 S.S. CARRIAGE BOLT SHIM BLOCK (TYP.)
EACH RIB (TYP.)
SHEET PILE CAP PLAN VIEW (BREAK WATER)
PLAN VIEW SECTION AT BREAK WATER - ALT. BID #1
A 5\ 3.1 j SCALE: 1/2"=1'-O"
2
3 I 4 1 5
( ANAL SHEET PILING WITH PILES)
PLAN VIEW SECTION AT BULKHEAD- ALT. BID #1
S3.1 SCALE: 1/2"=1'-O"
6 7 8 9
PLAN VIEW SECTION AT BULKHEAD - ALT. BID #1
SCALE: 1/2"=1'-0"
10 1 11 1 12 1 13
GRAPHIC SCALES_
1f2"=1'-0" 0 1' 2' 3' 4' 5'
14 15 16 17 18
I I MATERIALS KEYING LEGEND
I GENERAL NOTES I
1/(47aI1P1
Q
N
M
K
H
640
e
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NO I REVISION DATE
sEA� D
.•.'ti<H ..........
, CAltKF
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OJ�ARCHITECTURE
R� ..••.
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P.O. BO%20662 REENVIILE NC 2I85B PHONE fSR-355-1068
NC WILDLIFE PESOURCE
COMMISSION- CNOWAN QIVER
BRIDGE SITE IMPROVEMENTS
EDENTON,NC
DRAWING 1-
SECTIONS B
SCALE ORAWMG NP
AS NOTED
WN MLP
CHECKED
KM2 3 .1 A
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2-18-2009
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0 GOP-

2 3 4 5 6 7
°
S.S. JOISTS HANGER W/ MIN
ALLOWABLE CAPACITY = 1000#
(TYP)
2x6 TREATED
WOOD DECKING
?
FOR DETAILS SHOWN BUT NOT TREATED TIMBER PILE 2x10 TREATED, JOIST @
CALLED REFER TO 3/S3.1 (TYP) REFER TO SPECS,- S.S SIMPSON H2.5A 16" OFF.C. CONT. (TYP)
HURRICANE CLIP 2-3x10 TREATED, 2-�" DIA. THRU
EACH GIRDER (TYP) GIRDER BOLTS WITH OGEE
WASHERS (TYP)
TOP OF DECK
ELEV. VARIES +5.90 TO 4.00 6x6 TREATED POST
3-#5 BOTT.
°
EACH WAY
TOP OF RAMP. PUSH
SLAB ELEV. VARIES
WATER LEVEL VARIES, j o
REFER TO CIVIL DWGS. S.S. SIMPSON
N.W.L. +1.17 i ABE66 BASE W/
=_ Y4"4 EXP. BOLT
N
i. 0 2'-0" SQ.
•o
m-TC)
I
RIPRAP, ELEV. SHALL
MATCH TOP OF RAMP TREATED SHIM BLOCKING,
BEYOND AS REQUIRED
TREATED PILE, FOR ALIGNMENT
REFER TO SPECS. —
n
TREATED PILE BEYOND,
REFER TO SPECS.
SHEET PILING,
REFER TO S3.1
SECTION THROUGH BOARDWALK AT RAMP - ALT. BID #1
KI
SCALE: 1/2"=1'-O"
CL PILE
EXIST. BRIDGE 8'-0" 8'-0"
2x SILL PLATE W/ Y2"0 TREADED
ANCHOR SPACED @ 24" O.C.. DRILL & 2x6 TREATED WOOD
EPDXY DROUT ANCHOR 4" MIN. (TYP.) DECKING (TYP) 4
53.2
0 0
E
SECTION - AT BOARDWALK - ALT. BID #3
S3.2 SCALE: 1/2"=1'-O"
D
c
a
CL PILE
8 9 10 11 12 13 14 15 16 17 18
2x16 TREATED CAP
FOR SHEET PILE CAP
REFER TO SECTION 7/S3.4
FIN. GRADE REFER
TO ARCH. DWGS,
2'-0"
TOP BULKHEAD
�ELEV.
2x8 TREATED CONT.
SLEEVE DEAD MAN ANCHOR 3-#5 T&B CONT.
+4.00
TURNBUCKLE AT EACH TIE ROD '
6x8 CONT. BLOCKING
o
WATER LEVEL VARIES,
1=-
2-#5 CONT. EACH SIDE—
REFER TO CIVIL DWGS.
_
__________________
N.W.L. +1.17
M
- -_ �_- a
6x8x18'-0" TREATED WALE
TIE ROD I
6x8x18'-0" TREATED WALE BEYOND
GALV, STEEL 1"0 BEYOND -1
TIE ROD SECTION
CANAL BOTTOM
NOTE: TIE ROD & DEAD MAN
I
<
IS PART OF BASE BID.
I
#4 TIES @ 12" O.C. 4x4x3A GALV.
I
21'-0" WASHER PLATE
I
�---C.L. TIE BACK
ANCHOR (DEAD MAN)
SHEET PILING,
REFER TO S3.1
(-2i
SECTION AT BULKHEAD - ALT. BID #1
SOLID WOOD BLOCKING BETWEEN
JOISTS. LOCATE @ MID -SPAN OF
JOISTS @ EACH SUPPORT (TYP)
(2) 3x10 TREATED
GIRDERS (TYP)
REFER TO J18/A3.1 FOR
ADDITIONAL DETAILS (TYP)
CL PILE
t8'-4" FIELD VERIFY
SCALE: 1/2"=1'-O"
CL WALL
10'-O"
2x6x16'-0" LONG TOP PLATE
FOR PAVEMENT REFER
CONT. ATTACH W/S.S.SCREWS
LONG TOP LONG
TO CIVIL DWGS. (TYP)
COUNTERSINK ALL SCREWS
RAIL C'-0"
POSTS-'
RAIL CONT. (TYP.) POSTS 4'-O" O.C.
2x4 BRACE BETWEEN
2x6x8'-O" DECKING
Q
4x4 POSTS FASTEN
ATTACHED w/ S.S. SCREWS
S.S. BOLTS
2 PER JOIST PER PLANK
2x4x16'-O" LONG BOTTOM
2x2 PICKETS 4"
e
RAIL CONT. (TYP.)
HEX BOLTS
S.S.S. WASHERS
OP NING (TYP.)
BOLTS w/ WASHERS
2x10 @ 16" O.C.
FOR ALL RAILS
(2)2x8 @ MID -POST
ELEV. +10.00 FINISHED ELEVATION
SEE SITE PLAN.
_
2x12x16'-0"
�2x10
e
LONG BEAM
TREATED JOISTS
e
SPACED @ 16" O.C. (TYP)
#4 @ 12" O.C. EACH o
2x10 @ 16" O.C. w/ SIMPSON
S.S. THRU
WAY EACH FACE (TYP)
FILL w/ BLOCK
H2.5 HURRICANE TIES @EACH
BOLTS (TYP.)
-BACKFILL TO NEW GRADE
@ POST
JOIST
#4 @ 48" O.C.
2„
TOP & BOTTOM
(2)3x10 GIRDER
@ PILES
APPROX. EXIST.
MCROSS
GRADE FIELD
VERIFY
3 -#5 TOP &
1-01-°'-"BOTT. CONT.
N.W.L. OR WETLANDS
SUBSTRATE
e
e
w
8"0 PILE
(RIGHT SIDE OF SECTION
GUT BETWEEN PILES)
LiCANAL BOTTOM
SECTION - THROUGH BOARDWALK - ALT. BID #3
SCALE: 1/2"=1'-O"
GRAPHIC SCALES
A
0 1' 2' 3' 4' 5'
3 4 5 6 7 8 ( 9 ':0 11 '.2 13 14 15 16 17 18
MATERIALS KEYING LEGEND
I GENERAL NOTES I
I KEY PLAN
E
NO I REVISION DATE D
sent
^gN CAROM•.
2
K F
"Ct
`%"•°'"E`��?`°` ARCHITECTURE
•''N M'RfpMSe.O
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EENVILLE NC 27858 PHONE [phone]
NC WILDLIFE RESOUPCE
COMMISSION- CHOWAN RIVE2
BRIDGE SITE IMPROVEMENTS
EDENTON,NC
DRAwiNG 1RLE
SECTIONS 3
.All -A ­
AS NOTED
DRnwN
MLP
.-RED
KMR 2 A
DA 218-2009
vemEa No.
2007-17
D cov RR n RG