SW7090221_APPROVED PLANS_20090313

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

1 2 3 6 5 6 ] 8 9 ID 11 12 13 14 15 16 17 18
y MATERIALS KEYING LEGEND
SITE
VICINITY MAP
�M "'�-(.d ,,,,,; --- _ NOEL LANG BAUCOM
.•ra = .•cmtnw LEGEND
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T I \ I KEY PLAN
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BRIDGE SIcwgt TE IIM�rPROVEMENTS
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EXISTING U.S. HWY 17 BRIDGE NORTH�vDEMOLITION
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2007-17
l 1 2 3 4 5 6. > 3. 9 10 11 12 13 14 15 16 17 ,18 ®¢rvs+.. m,wamuerc. wrwcweum

1 1 2 13 4 5 6 ] 8 9 10 II 12 13 14 15 16 17 a
SITE DATA MATERIALS KEYING LEGEND
AREA (TRAC� 1)) 3.759 ACRES
AREA(TRI,CT 2) .. .. ...... ..... 0.297 ACRES
Q TOTAL AREA ......... .......... 4.056 ACRES
BUILDING AREA 858 S.F.
BURRING HEIGHT (ONE STORY) ..... Q
I OF BUILDING LOT COVERAGE 1 S.F.
_ IMPERNOUS WALKS, PARER ETC.......... _....1.2T S.F.
TOTALWER
POKING AREA .................. 73.477 S.F.
TOTAL PARKING
AREA.. ROA ............ ...477 S.F.
NO. OF POKING SPACES DED.. .D .................. ... 72
N0. OF HC SPACES PROVIDED .................... ..3
P C� P
NOEL LANG BAUCOM
DID 246, PG 96
GENERAL NOTES Ml. Ov. mW MA LEGM
O
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A PNUOND LOF MLL BE STRWFH IN
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to. s/d4 WA1EF CERMpN OPP - CORRUGIFD PLASTIC PIPE
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12 CC STAB tltt.MLI� M fplNiS PRIOR TO 3 z.,,1.3*, iLL Ntl 9ID /r�Fp IN I)fK,PRf
LYP = WLTIE IH'MI PIPE
tx WrbtRRNRRmw'l1oN Pwa uo sPEcvxwmxs swl $ivPROvmEtc UM W GwAEL
mEXmN PRwR m WN51Ru:nW W w RATS OR SE11m RuFs M.L CHOWAN RIVER .: i i. __ -- //LL�� Fx = E%ISMIc wON AxiH
14. T11E CRFIRW9pR $XYL BE IL9gN51BIF fat T1E mGMN OP AHT IXCiRY: 5 3 W WSING WW PPE
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" 24" CURB & GUTTER $PILL 24' CURB ,4 GurmR w' / / \ ii y I ' taxamE twm Drrcx
(STOONFID FACE) (N.T.S.) n �. iIi ili O-2a11NG C1A551E1GINH H
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M.l aM5 j i it I I
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EXISTING U.S. HWY 17 BRIDGE NORTH catouNA /y SITE LANury
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WATER MAW dE SANITARY SEWER GROSSING 7-7 A18 �Aa 02-19-2009
1 2007-17
1 2 3 4 5 6 ) 8 9 10 II 12 13 14 15 16 17 18 ® ^. +a+muxnarc, in^'+. enw.ccue

.. 9 10 Il 12 13 14 15 16 V 18.
s s z e MATERIALS KEYING LEGEND
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POND DEMOTAIL DREDGE SEOUENCE: VICINITY MAP
STONE SECTION xrz ROP FlMTEO sNo wrtou WEminm) rro mum ro THE alnxlEt eorrcN. (�
ROCK QM DEfaL (swc: i' - ,O') §. ' fir I,vmw� µ wamrvmH ax vwE eNo o
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PG 96
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W .50 rww \ _ \ I I IKlI weal NSA
1 hM Aw_�. W I I I _1 I sNruw, wen WeA
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SITE DATA
AREA TRACT 1) ....... _ .. 3.759 ACRES
AREA 2 .. 4.056 ACRES
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. ....... ....... ...............—. 8 ACRES
BUILDING ME4 .. .. B58 S.F.
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PARKIVOLS AREA, AREA .............. ...... 73,477 S.F.
NO. IMPERVIOUS PACES . _ ......... 73,47J S.F.
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1 1 1 a 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 L—�i
PLAN NOTES:
1. TEST PILES SHALL BE LOCATED AT MAX SPACING
OF 50 LF. OF DOCK AND BULKHEAD.
2. LOWER FOOTINGS AS REQUIRED TO AVOID
CONFLICT WITH TIE RODS.
PLAN KEY NOTES: _
AO PIER GIRDERS, REFER TO RELEVANT SECTIONS.
BO TREATED TIMBER PILES, REFER TO SPECS.
©VINYL SHEET PILING, REFER TO SPECIFICATIONS, SHEET 53.1.
DRIVE TO 14 FOOT BELOW MUDLNE/CANAL BOTTOM.
Q BREAK WATER SLOTS, REFER TO RELEVANT SECTIONS.
O TYPICAL PILE SPACING.
O PROPOSED RIP RAP, REFER TO APPLICABLE
SECTION.
© 1"0 GALV. TIE RODS SPACED AT 4'-0' OC.
n CONCRETE DEAD MAN REFER TO 4/53.1 & 2/S3.2.
3'_0•
GRAPHIC SCALE
0 5' 10' 15' 20'
2 3 d 5 6 I 0 9 ID
11 I4 13 14 15 16 I] IB
O
P
0
N
M
K
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GENERAL NOTES
N
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KEY PLAN
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RAMP AND PIER PLAN
(ALTE32NATE BID aD
AS NOTED m«c�
MLP
m KMR SI,2 A

I 1 2 3 A 5 6 7 B 9 10 II 12 13 M I5 16 17 IB
8' 0'
NOTE: COORDINATE DECK 4" 8'-0' 65.92'
2-3x10 TREATED, FFAMING ANO DECKING POINT OF
GIRDER DETAILS W/ ARCH. DWGS. CURVATURE #4 0 12" O.C. C.LP. CONC, SUB CONIC. PUSH SLAB
2xt0 TREATED, SHEET A2.3 TYP 1-#5 CONT. WATER LEVEL
JOIST ® 16' D.C. 30.20'3
TREATED TIMBER PILE 3-#5 #7 ®18" QC. POINT G VARIES, REFER TO
2xs TREATED WOOD T&B TANGENCY CIVIL DWGS. #4®1T O.C. DOWELS T DEEP x 4" #5 x 3'-0" DOWELS
WATER LEVEL REFER TO SPECS ELEV +590 FLOATING DOCK BY
DECKING--_—'-- CONT. KEY ® 12' O.C. T&B
VARIES, REFER SLOPE 149 OWNER (N.LC.)
P TO CIVIL DWGS. S.S SIMPSOITIE
f 0, �� FIN. PAVEMENT, REFER { 5 ®12" O.C. TOP,
J -N TOP OF PUSH SLAB
1 TO CIVIL DWGS EACH WAY, TURN
HURRICANE 2-i�" DLA. TNRU BOLTS 2•_0.. _�, `m RAMP BEYOND DOWN 84RS ® EDGE WATER LEVEL VARIES,
EACH J015T WITH OGEE WASHERS (TYR) FIN. GRiW
AVEL REFER TO CIVIL DWGS.
m TOP DECK REFER TO CIVIL
DWGS. N.W.L. ELEV. +1.17
--��.(THEMII _ .o TOP OF PUSH SUB
1 #4 ®12" D.C. TIES _P BEYOND
Q #7 ® 18" O.C. (TYP.) " w °.
e '^K SLOP 1 3-#5 CONY. #4 TIES ® a #5 ®12" O.C.
N.W.L. (ELEV. +1.17) �?% T&B 12" O.C. EACH WAY, BUTT.
6x8x18'-O' CONT. 8SMALL RIP RAP, PUCE
TREATED SHIM BLOCKING, 1' TREATED TIMBER 4Jf" CLR. (TYP) v TO SAME PLANE AS RAMP
BEYOND AS REQUIRED ;¢" DIA. TNRU BOLTS w #4 ®12" O.C. (ttP.) ---� TAPER END OF BEYOND
FOR ALIGNMENT WITH OGEE WASHERS AT < PUSH $LAB NOTES: SLAB AT 1:1 NOTE ALL REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 60 EPDXY COATED.
N EACH PILE (TYR)
iN2" VERY. SLOT. LOCATE 1, ALL REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 50 EPDXY COATED.
IN WEB OF SHEET, 6x8x18'-0' CONY., -N
MUD UNE REFER TO 5/53.1 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
j 3. POUR PUSH SUB ON DRY LAND IN THE SAME PLANE AS THE IN -PUCE SLAB. CURE SUB 21 DAYS PRIOR TO PUSHING IN 53.1 SCALE: 1/2"=1'-O"
PLACE WITH A D07ER OR CAT D6 OR EQUIVALENT.
M TREATED PILE BEYOND, j 4. CUT 2" GROVES IN TOP OF SUB AT 45 DEGREES TO PERPENDICULAR DIRECTION OF SLOPE. USE EDGE TOOL TO REDUCE
REFER TO SPECS. CHIPPING & STALLING.
I
2 SECTION THROUGH BOAT RAMP - ALT. BID #1
53.1 SCALE: 1/2"-1'-O"
TREATED PILE, TREATED PILE,
REFER TO SPECS. REFER TO SPECS.
L
I, l SHEET PILING REFER TO
I SPECS. THIS SHEET
SECTION THROUGH BOARDWALK AT BREAKWATER -ALT. BID #1
K 53.1 SCALE: 1/2"-1'-0"
8'-0" B-O NOTE COORDINATE
DECK FRAMING AND
2-3x10 TREATED,S.S. JOISTS HANGER W/ MIN DECKING DETAILS W/
GIRDER ALLOWABLE CAPACITY = 1000# 2x6 TREATED ARCH. DWGS. (TYP)
TREATED TIMBER PILE (TYR) WOOD DECKING 8'-0'
2.10 TREATED, REFER TO SPECS.
JOIST ® 16' QC. NOTE: COORDINATE T� 2.16 TREATED 2x10 TREATED, JOIST
x DECK FRAMING AND CAP (TYR) 16" O.C. CONT (TYP) 2x6 TREATED2x6 TREATED W000 DECKING DETAILS W/ WOOD DECKING 2x10 TREATED, JOIST
DECKING 2-3x10 TREATED, GIRDER 16" O.C. CONT. (TYP)
ARCH. DWGS. (TYP) 6x8 CONT. TREATED S.S SIMPSON H2.SA
SIMPSON H25A TIMBER HURRICANE CLIP _HRU 2-3x10 TREATED, GIRDER
HURRICANE TIES AT EACH GIRDER (lYP) BOLTS WITHOGLEFILL TOP
EACH JOIST - WASHERS (TYP) TOP OF DECK
BOLT" DIA. THOU TOP OF DECK
�(ELEV. +4.00) ELEV. +400
BOLTS WITH OGEE 1 # 1'-0' LENGTH ° 2 0 3-#5 T&B
-5 BO T.
N WASHERS (TYP) - 3- 5 SOFT. 6x6 T UTED SLEEVE CEAD MPN
6x8X18'-0" CONY. 2x8 TRUTED CONY. UCH WAY #57 STONE FILL # CONY.
TOP DECK ELEV. VARIES TREATED TIMBER 1 ® WEEP HOLES EACH WAY— POST TIE ROD
ANCHOR AT EACH
+5.90 TO 4.00) WATER LEVEL ! 6x6 TREATED POST _ ---- TURNBUCKLE I -
c1 VARIES, REFER _
S- °' -N TO CIVIL DWGS. _ S.S. SIMPSON __ _ UCH551DEi -M
TOP OF RAMP. PUSH e In - _-_
SUB F R VARIES ABE66 BASE W/ N.W.L. (ELEV. +1.17) i 1
a N i'i"0 EXP. BOLT - 1 _ __
° WATER LEVEL VARIES, S.S. SIMPSON
1.. 6x8X18'-0" CONY. °a" DIA. THRU BOLTS 1'0 WEEP HOLE ® ABE66 BASE W _
REFER TO CIVIL DWGS. RIPRAP ELEV. MATCH 1 2'-0" SO. < ! / LTIE ROD
TOP OF RAMP - 1 " TREATED PMBER 1 4'-0" O.C. 6" ABOVE > 3Q'0 EXP. BOLT 2 -D" 50. '. }
N.W.L. N.W.L. ELEV. +1.77 WITH OGEE WASHERS AT BEYOND
1 _i EACH PILE (TYP) MEAN LOW WATER
CANAL BOTTOM 1 2'-0" COMPLETELY WRAP GALV. STEEL 1"0 TIE Ll
NOTE: LOWER FOOTINGS CANAL BOTTOM STONE WITH++++ROD SECTION
DIA. TNRU BOLTS a AS REQUIRED TO AVOID GEOTEXTILE FABRIC_WITH OGEE WASHERS o CONFLICT WITH TIE 1'-0" 1'-O" AT UCH PILE TYP TRUTED PILE, RODS TYP #4 TIES ®72' O.C. xx1 GALV.
F ( ) w REFER TO SPECS. ( ) 24'-0"
���/��n� WASHER PLATE
6x8x18'-O" CONT.,
BEYOND (NP)'I I I �, L SHEET PILING REFER TO _Cl, TIE BACK
6 6 SHEET PILING REFER TO
TREATED SHIM BLOCKING, 9� SPECS. THIS SHEET 9 SPECS S. THIS SHEET ANCHOR (DUD MAN)
BEYOND AS REQUIRED
FOR ALIGNMENT TREATED PILE, BETWEEN TIE BACK AT TIE BACK
1
TREATED PILE, REFER TO SPECS.
e REFER TO SPECS.
TREATED PILE BEYOND, !
REFER TO SPECS. 1
4 SECTION AT BULKHEAD - ALT. BID #1
I 53.1 SCALE: 1/2"=1'-0"
I, 6 SHEET PILING REFER TO ,"0 GALV. HEADED TIE RODS
9� SPECS. THIS SHEET
4'-0" O.C. W/ TURNBUCKLE
3 SECTION THROUGH BOARDWALK AT RAMP - ALT. BID #1 1"0 CALM. HEADED TIE 2xs BACK TIMBER 7'-O ,'-o" 2.8 BACK WALE 5I "o S.S. CARRIAGE BOLT
53.1 SCALE: 1/2"=1'-0" RODS ®4'-0' O.C. W/
EACH RIB (TYP.)
TURNBUCKLE 94s'0 S.S. CARRIAGE BOLT
1'-0" EACH RIB (TYP,) 206 TREATED
CAP (CONY.) FOR SHEET PILING,
REFER TO SPECS.
%6"o S.S. CARRIAGE BOLT 2x16 TRUTED
13¢" VERT. SLOT. LOCATE UCH RIB (TYP. CAP (CONY.) AggLff ifs 0 x 7J4" LONG S.S.
< TREATED LIMBER PILE ) LAG SCREWS EVERY #10x3" S.S. DECK SCREWS 8x6 FROM WALE LOW qic"0 x 2Jf" LONG S.S.
(TYP.) REFER TO SPECS. TOW/53.1 (TIP)' REFER OTHER SHEETS (TYP.) EACH SIDE (TYP.) CANAL SI Bx6 BLOCKING HIGH
LAG SCREWS EVERY
OTHER SHEETS (TYP.)
6x8 BACK TIMBER #10x3' S.S. DECK CANAL SIDE 8.6 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.
s
SHEET PILE CAP PLAN VIEW (CANAL SHEET PILING WITH PILES)
%'"0 S.S. CARRIAGE BOLT SHIM BLOCK (TYP.)
EACH RIB (TYP.)
SHEET PILE CAP PLAN VIEW (BREAK WATER) 6 PLAN VIEW SECTION AT BULKHEAD - ALT. BID #1 r7 PLAN VIEW SECTION AT BULKHEAD - ALT. BID #1
53.1
5 PLAN VIEW SECTION AT BREAK WATER - ALT. BID #1 53.1 SCALE: i/2"=1'-0" SCALE: 7/2'=7'-0" GRAPHIC SCALES
0 1' 2' 3' 4' 5'
A 53.7 SCALE: i 2 =1 -0 /2"- O
2 3 I 5 6 > 8 9 IO II 12 13 16 15 16 17 18
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ARCHITECTURE
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COMMISSION- CI-IOWAN RIVER
BRIDGE SITE IMPROVEMENTS
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_-EH, SECTIONS e
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MLP
KM2 S . l A
R 2-18-2009

QI
3 I5 7 I I I ' P 13 14 15 Id 17 18
Q
2x16 TREATED CAP
FOR SHEET PILE CAP
REFER TO SECTION 7/S3.4 AN. GRADE REFER
TO ARCH. DWGS.
2'-0"
)IA THRU 2x8 TREATED CONT.
WOH OGEE TOP BULKHEAD SLEEVE DEAD MAN ANCHOR 3-#5 T&B CONE
is (TYR) ELEV. +4.0I TURNBUCKLE AT EACH HE ROD
6x8 CONT. BLOCKING
i
WATER LEVEL VARIES, k" 1___ 2-#5 CONT. EACH SIDE
REFER TO CIVIL DWGS d� --- _
w.w.L. +tn I
6x8x18'-0" TREATED WALE TIE RODJ
608 18'-O" TREATED WALE BEYOND GALV. STEEL 1"0 BEYOND _
HE ROD SECTION
CANAL BOTTOM NOTE: TIE ROD & DEAD MAN
IS PART OF BASE BID.
#4 TIES 0 12" O.C. WASHER PLATE
21'-0"
I--C.L HE BACK
ANCHOR (DEAD MAN)
SHEET PILING
REFER TO 53.1
z SECTION AT BULKHEAD ALT. BID #1
53.2 SCALE: 1/2"=1'-0"
CL PILE CL PILE 'I CL WALL
8'-0" � 38'-4" FIELD VERIFY
SOLID WOOD BLOCKING BETWEEN
JOISTS. LOCATE 0 MID -SPAN OF
JOISTS 0 EACH SUPPORT (TYP) I 2x6xi6'-O" LONG TOP PLATE
r— FOR PAVEMENT REFER CONT. ATTACH W/S.S.SCREWS 2x4xi6'-D" LONG TOP 4x4x5'-2" LONG
TO CIVIL DWGS. (TYP) COUNTERSINK ALL SCREWS RAIL CONT. (TYP.) POSTS 4'-0" O.C.
2x4 BRACE BETWEEN 2x6x8'-0" DECKING q
-- ----- —_._ 4x4 POSTS FASTEN ATTACHED w/ S.S. SCREWS
S.S. BOLTS 2 PER JOIST PER PLANK 2.2 20A 0 OR
LONG BOTTOM S.S. HEX BOLTS PICKETS 4"
RAIL CONT (ttP) OR NINC (TYP.)
� wl WASHERS
BOLTS w/ WASHERS 2,10 0 16 CC.FOR ALL PALSj
(2)2x8 0 MID -POST �-�j'
�-
- _EI_Ev. +1D.o�a HAD ELEVATION
_ _� SEE SITE PLAN. `
I 2x12x16"-0"
• LONG BEAM
>-(2) 3x70 TREATED 2xio TREATED JOISTS
SPACED 0 16' O.C. (TYP) 12" O.C. EACH o 2x10 0 16" O.C. w/ SIMPSON S.S. THRU
GIRDERS (TYR) WAY EACH FACE (TYR) I FILL w/ BLOCK E2,5 HURRICANE TIES 0 EACH
BOLTS (TYP.)
_BACKFILL TO NEW GRADE 0 POST OIST 9,-1"
#4 0 48" O.C. 0'-10"
TOP & BOTTOM
(2)3x10 GIRDER
0 PILES APPROX. EXIST. _
REFER TO J18/A3.7 FOR GRADE FIELD 3 - #5 TOP & N.W.L. OR WETLANDS
ADDITIONAL DETPILS TYP I'-0" 1'-0" 1'-0" SOFT. CONT. 2x6 CROSS SUBSTRATE
( ) VERIFY' • BRACING
a 8"0 PILE (RIGHT SIDE OF SECTION
T- -77-F CUT BETWEEN PILES)
CANAL BOTTOMS I I w
SECTION - THROUGH BOARDWALK - ALT. BID #;
SCALE 1/2"=1'-O"
GRAPHIC SCALES
0 1' 2' 3' 4' 5'
0 9 10 l! 12 13 11 l5 16 I] 1B
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aNC WILDLIFE RESOURCE55
COMMISSION- CNOWAN RIVER
BRIDGE SITE IMPROVEMENTS
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SECTIONS e
AS NOTED
w MLP
KMR 53.2 A
2-18-2009