SW8010824_Approved Plans_20010813

TEMPORARY STEEL
SHEETPILE COFFERDAM
TO BE REMOVED ONCE RAMP
INSTALLATION IS COMPLETE.
EXIST. 12' WIDE
CONC. SLATS
EXIST. D PIER
REMOV STING DECK(
STRINGERS GIRDERS.
INSTALL N Rip MP.
SEE NEW PIER PLAN THIS SHEET.
ttF.1S,o
APPROX LOCATION —
OF EXIST- BOAT LIFT
FOR SPLICE CONNECTION
SEE DETAIL 2/C3
NEW BULKHEAD
PLACED OUTBOARD OF
EXISTING TIMBER BULKHEAD
x
.51'
FOR CORNER CONNECTION /
SEE DETAIL 1 /C3 r
EXIST. BULKHEAD
TO REMAIN eP /
TACT
EXIST SCREEN.
RELOCATE & REINSTALL
AS REQUIRED TO PUKE
NEW BULKHEAD
WON
`� •. _ �r1
,� �v`�rr`� • Sri-/ a �� � �
I
EXIST.TO IN IN PLACE
CONC. DEADMAN. TYPICAL
SMCf Diu WSM UPON UM BE#AW wr DWM
RCEM X G=ff t ASSbp41M PA
Ai C=R-_ ski IC Ym1
91�e _
NEW BULKHEAD
PLACED OUTBOARD OF
EXISTING TIMBER BULKHEAD
EXISTING RIP —RAP. RELOCATE & REINSTALL
AS REWIRED TO PLACE NEW BULKHEAD
BULKHEAD
0
IS COMPLETE
- - 13•-9• 1 '—
TOP OF DECK
EL +5.I (PIER IS LEVEL) (PIER SLOPES DOWN)
40
F�,2 ► 2W,z
DO
- N A
n DO
Do
1 ¢
NOTE:
DElIOUSIim MATERW.S, SUCH AS CONCRETE
SCAB AT BQAT RAMP, T'iiBER B'iJLKriEAD AT
RAMP RETURN. AND E)DSi1NG TIMBER PIER
AND PILING, TO BE LEGALLY DISPOSm OF
OFF SflE BY THE CONTRACTOR.
10.67' G 0 10.87'
RAMP SITE PLAN
3/3z-_I'-o' GRAPHIC SCALE:
�c 4()
WN BULKHEAD'
I r
II
I TOP OF I EL +7.20*0t
1 r
APPROX- LOCATION REINSTALL EIISIING
OF EXIST. BOAT LIFT CLEATS (6 TOTAL)
NEW PIER FRAMING PLAN
0 DOCKS WW 10•0 PLF UrATIOM
EXISTING PILING
BE REMOVED

1. THESE STNCRIRAL NOTES ARE AN NTEpW. FAIR IF THE
SHNICRPA DR/SNGS AND ARE TO HE USED N CONRICIOI WTH
THE JOS .SPECF7IA71ON4 7NIEN TH#IE ARE NO SFEWICNgH6 N
AOOITION TO Tltg HORS THE NOTES SWILL GWMK WHEN THERE a
A WECF1A7= N ADMON TO THE NOTES THE HOST SITMNGFND OF
THE TMO SHALL GOVERN.
2. PER OEM LW LOAD . 4Opd.
3. CONTRACTOR VERFY ALL D0i}N9pLS AND DE7%1LS A JOG SIDE
4. UX& IFA96'IRESS NOTED OIIIERNLSr.
S ALL SPECFH MCW ta1:R TO WEST EDDIOR
6 AM WORN TO COISLY WIN N.C. SHOE HIJS= CODE WJP.'.E 1
7. CDNSIRUCTDN IIMw SMALL. HE DII THE CONTRACTOR FROM
�91N9Q AID BIDE LNLM ESUALI HED 9Y THE OOtOMLTOIL
DIOINI IS LEAN LOW INDEX
Qzmmm
1. REINFORCED CONCRETE MORN SWILL COFFONT MITT 'SPECFICK ONS
FOR SIRUCTLOA. CONCRETE FOR SULDOW ACI 301 LAW EaRON.
CONACTOR SMALL IEEP A COPY OF THIS SPECiTCJDON ON THE JOB
SITE AT ALL TRIES. MONK SHALL ALSO LOMFLY WIN 'BUILDING CODE
RE,OUNIZIIEFDS FOR REINFORCED CONCRETE' ICI 31L COOACTOR
SHALL SUBW MDI CESIf31S FOR EACH CLASS OF CONCRETE. MIX
DESIGNS OWL BE N 57DCT ACCORDANCE WITH ACI FEMINVIIENIS
AND SHRILL BE ACCOPN® BY TEST RESULTS DESIGNS SUMITTED
FOR SLABS ON CRAPE SHAH NCUJOE ONCE OF MOO IS
EFEl9ECE WDH 7HE NOC USED FOR OnER MAN ON GRACE. SLIAN
1pRfAION SNAIL BE AS IECCIfEIDFD BY ACL
CONCRETE SHALL BE PLACID N ACCORDANCE TRIM ACI W49L
DUAM HOT WEARER THE CONTROL OF PLACF1EM PROIECIION AND
CLRR6 SNAIL COIN.Y WIN AQ 3O5R.
SHEN 7NE MEAN DALY 1OPEIDOl18 S D1OM 40 DECREES F. THE
COMM OF PLANCEI T7 PROTECDON AND C =W OWL COMPLY
SEIN ACI 3O91L
L CONCRETE COY7169E STRENGTH AT 28 CAN& 3ADO PST.
3. IIEIFONCJD STEEL- MN MIS. GRADE 90; MELDED WINE FABRIC: AMU
A1R5.
4. CUMR CONCRETE COVER ON REW.: r.
L DOELS AD CONIMIDUS RE)i. SHILL HRAE HRRR9N UP OF 36 BAI
OIAEEEERS OR 1Nr UK
R PRWDE AN ENINA ENT OF 4 TO Di N CONC EE EPOSED TO
7. PROVEE CLAW 3 BAR AND 143H SUPPORTS
0. USE 'WET CON' METHOD FOR SLABS.
L NO FLY ASH PEifrtiED N CONCRETE.
SMUCTURAL sue,
I. SINICRNAL SHED. TO w A3O OR an GATE SO U.N.O.
L ALL SIRUCIURIL STEE. NC IMONG NCDC12, PLOE MASHERS. CUT
MASHIM AND NUTS OWL LE HOT Op GAIJW4 D N ACCORDANCE
Will ASHY A-151
3. TEM M RODS SHILL RE MELWIS 1' DWETER ISO IQ AL THREAD
ROD OR APPROVED EDUAL. HOT OF CYLYAIM N ACCORDANCE METH
ASM A-153.
StHEEIPHuwx
1. SHEEF IC SHALL HE SLPEALDC FNFRGL S SHHmPILM SEES
150 BY LEE COMPOSITES OR APPROVED EOUAL WITH THE FOLOWIC
HRYII SECTION PIWERHFS:
DEPTH: 4'
SECTION MWU JIS 3 N3/FT
MLOMABLE MMENP 5.SOO FT. LOX
NOIWIF OF IM RM &0 N4/FT
2. LENGTH OF SEEIPILW TO BE 12 FEET AS SUONN ON 1H E PIARL
3. FL70 FAVSRIC: MOD = FAINSC4 GTW OR APPROVED WUM..
SSlMiCLIJ:'11 :OCAS.`. mRH.7r G: Pao
I. MM SEE PLM FOR LDDIH
A ROUND TM PEES - NMWL BUR ML . 10'. ASTM D25 -
LA W ND < 25.
R CCA TWAIIENT 2.5 LWAW AMR C3. CIS t C23.
L DRIVE AND/OR JET PILES 70 WL PENETRATION OF 10 FEET.
3. Pat/mucHEAG YN1valmC
GRACE
SLNFACE
UOLST/E
AEPA STD AND
CONTENT
CCA RETENTION
5 X 12
WALER
N0.2
US
ACA7/NDAT 19
MM3(L5)
EKING
Pmw 14
OR MIXSRRIGER4
SIB
ACAT/HDAT 1
CR/C S"
NIL 1
34S/S2E
S-ORY 19
CR/CH(6.9)
SPUFW
NO. I
SwPOLISOR
S DRY 19
=/C1!(OJ)
AL DIM
NO. 2
INS
S-DRY 19LLBISER
C2/C1C!(O9)
4. ALL HND9IARE me MASS SHALL BE NOT DP GAWA® UNLESS
NOTED 01MISINIM USE OAF WOM WIDER ALL BOLT MOM AM
NUR. NAIL SM AND NIIMR ARE NOT SHORN. USE ACCORDING TO
GOOD CARROTY Mom LSE COMMON NAILS OLY.
S USE DOLIBLE HOT OP ZINC COATSD NITS FOR PRESSURE TREATED
UAWR VW.
L PROIDE TWA M M IEIRFTCAIM ON ALL LLRLBEt ITY AN
INDEPENDENT 3RD PART N9PECION AMPS OR SIDE APPROVED MD
518ECT TO APPROOL BY ENGINEER.
7. ALL MOOD URTE IALS OWL HAVH FIELD CUM TREATED WIN XWPERS /50.
& USEYNNIER ASTMCONNA ff �' H. L DALY. WTH NITS AND OG Van FOR NJ.
A
SECTION NOTE NEW RAMP ADPE TO YATCH SLOPE of ETG5 m RA�1P.
AFIELD VERIFY REFERENCE ELEVATKWS PROVDED ON ABOVE SECTION
3/16'•IC-0'
-SEE WM
0 1� 4•
e'
GRAPHIC SCALE:
m
z
0
F
4
U
w
a
m
4
z
0
E4
u
W

202 Pr CM Cart.
o 0 A rxv BMus
Pr W2 WXJR IV.
MUT. CONY.
WEEMILE
A TS(iiax� IGNGSF mmm
DW. PLES ID POM
CMYPf4 u CLEAN
SELECT SMW
FILL vA1 M SEE PLM
A
SECTION
fr wL SIDE BW-1
TYPE 2 NCDOr FUElt Fflr-
e
LAUNCHING RAMP SECTION
,/2•W cur. IINII Ba75
R +a+U
COL PF"am= n
II Ill_
G F1e
c
SECTION
ww2d-.v
eaoo u+o
173 (-.005 +A15
i
R]50 (7
:
1.195 j 75
•133 tA10 0.462 -.000' -A15'7
3 places 2 places
45•
aoc sF�uw ca++Ecrae
OR MPRO�ED MI SHOMN FOR FEMME OIL
EPMLr caram %3 DOWELS
4N2- Mc a Y-B'
Commm JONF
':W 12M l,EMY
RAMP CONTROL JOINT (C-J.
1/4'.1•-0•
pr mmrSUM 3 W K 5/4 a Pr oEnalc r
I
Pr a>z Pr bu , IT m
Zt
10
Cart. R 4d2 I I
2. Pr 2,A2 z Fr
on
lh' Ld
SECTIONW
SECTION
'q .125 (
25
—7
e,�p 45,00e'
T R
'122Aref. R D3(4)185
3 Z31 1Apax 2m• .82 As-
498
R J>3O 84
(
6107
7.752
U+
ill 1ij
lama !i �i i i
Al J 2001
.a3a
COASTAL MANAGE1uENT
MOREHEAD
Ac ¢e nbled Fit
AS
DETAIL 3
NO SME
EMT. WooO
NEW smRE
NEW r W2 `',1�1i i `` P
NEW Pr 2a12
n'(r `I
116
EACH ENDNUT a
�r DETAIL 2
DETAIL 1
1 4--, -0
3
0 1 �•
g- PCq
GRAPHIC SCALE:

TEMPORARY STEEL
SHEETPILE COFFERDAM
TO BE REMOVFO ONCE RAMP
INSTALLATION IS COMPLETE.
EXIST. 12" WIDE
CONIC. SLATS
EXIST. WOOD PIER ECK�
STRRIINGERS�GIRDDERNG S. \
INSTALL NEW AFTER TEMP.
COFFERDAM REMOVED.
SEE NEW PIER PLAN THIS SHEET.
APPROX LOCATION
OF EXIST. BOAT LIF
'FOR SPLICE CONNECTION
SEE DETAIL 2/C3
NEW BULKHEAD
PLACED OUTBOARD OF
EXISTING TIMBER BULKHEAD
ti
W�
x
x�N�p
C
EXIST SCREEN.
RELOCATE do REINSTALL
AS REQUIRED TO PLACE
NEW BULKHEAD
/ � I
5-2
b.
rj �lX f �, YFi
.,9 �-
J �
� ✓ J
�y J J ✓
i J
NEW BULKHEAD
PLACED OUTBOARD OF
EXISTING TIMBER BULKHEAD
EXISTING RIP -RAP. RELOCATE do REINSTALL
AS REQUIRED TO PLACE NEW BULKHEAD '
BULKHEAD
WOOD BULKHEAD
ON
OF T E EXISDTIENG BOAT RAMP
TO BE REMOVED
��Oiq CO/yCR e;
OFTURN AROUND
NEW CONC. RAMP
TXI T. 3/4"OEMOm dcCONDUIT
/ REINSTALLED AFTER
BULKHEAD INSTALLATION
IS COMPLETE
EXITO REMAIN DIN BULKHEAD
-9�
/ TOP OF DECK �� IS �) .
EL +5.16
�o
9+ x
CONC. DEADMAN, TYPICAL C3 Pr-�i2
Ali
FOR CORNER CONNECTION
SEE DETAIL 1/C3
EXIST. BULKHEAD
TO REMAIN
b
" 7
SW&T DATA 9ASD LPM %A BEMs M OWN
R099Nr K QDSiEE E ASSOWES PA
Rl OCNf R �lr� IC alll
�-1M1
t!I!S
NOr
DEAeuUSHED A/ATERW.S, SUCH AS CONCRETE
SLAB AT BOAT RAMP, TIMBER BULKHEAD AT
RAfaE� RETURN. AND EXISTING TIMBER PIER
AND PHJNG. TO BE LEGALLY DISPOSED OF
OFF ;iTE BY THE CONIFIACTOR.
10.67' 5 0 10.87'
RAMP. SITE PLAN
3/32"-1'-0• GRAPHIC SCALE:
i
G
Z
OLr'��
�t c
11
i
-
�1- VL1
��K!--m
mmwkl�irA/
/
OF EXIST_ BOAT LIFT'/ L---RENSTALL EXISTING
CLEATS 6 T
l------------T.
NEW PIER FRAMING PLAN
DENOTES WW 10.0 OU LOCAMN
NEW BULKHEAD
TOP OF WALER
EL +720t
EXISTING PILING
BE REMOVED
a
4
a
E+
0-
m
Z U U
a m m
E X 9
O O
�axx
r 3AAW
PCi

s
coERA:
1. THESE STRUCTURAL NOTES ARE M NIEWAL PART OF THE
STRUCTURAL DRAMl103 AND ARE TO BE USED N CONJ A CTION WITH
THE J08 SPECIFICKTIO . WHEN THERE ARE NO SPECi1C/0CN S N
ADDITION 70 THESE NOTES THE NOTES 94AL WARN. WHEN THEME B
A STpI N ADDITION TO THE NOTES THE MOST STUDENT OF
THE TWO SHALL GOVERN.
2. PER DES= LIVE LOAD - 40W.
3. CONTRACTOR VERIFY ALL DIMENSIONS AND DETAILS AT JOB SUE.
4. U.N.O. MEAB 11RESS NOIFD QTFERWW.
S ALL SPEOFICJBIOS REFER TO LATEST EOITK*L
0. ALL WORN 70 COMPLY NUN N.C. STATE BUILDING CODE VOLUME 1
LATEST EDITION.
7. CONSTRUCTION LAICUT SHALL TE BY THE CONTRACTOR FROM
D NOB1ARIL4 AND BASE LIES ESTABLISHED BY THE 00NTRACIUT.
DARN a MEAN LOW WAQEA
1. RENFORCLD CONCRETE WON 'SHALL CONFORM WITH ^SPECIII'IG7gfB
FOR STBICT IRAL CONCRETE FOR BUILDINGS' AC 301 WEST EDITION.
CONTRACTOR SHALL KEEP A COPY OF T6S SPECJFIC9IOM ON THE JOB
SITE AT ALL TEES. 'NUN SHALL ALM COMPLY MNUF 'BUILDING CODE
REOUNOMENiS FOR REWORKED CONCIIETi: AC 314 CONTRACTOR
SHALL SUBMIT TIN DESIGNS FOR EACH CAST OF CONCRETE Mot
DESIGNS SHALL BE N STRICT ACCORDANCE WITH AC REQUIREMENTS
AND SHALL I£ ACCOMPANIED BY TEST eeeMTe DESIGNS SOBURED
FOR SLABS ON GRADE SHALL INCLUDE DE EVIDENCE OF PREVIOUS
EXPERIENCE WITH THE MIN USED FOR OTHER SLABS ON GRADE. SLUMP
LIYUTMON SHALL BE AS RECOMMENDED BY AC.
CONCRETE 94ALL BE PLACID N ACCORDANCE WITH AO 304R.
DURING HOT WEATHER THE CONTROL OF PLACEMEPIT PROTECTION AID
CURING SHALL COMPLY WITH AL7 305L
MEN THE MEAN OALY 7EMPERATR4E 5 BELOW 40 DEGREES F. THE
CONTROL OF PLACEMENT PROTECTION AM CLING SHALL COMPLY
WITH MN 30ML
2. CONCRETE COMPRIESSIVE STRENGTH AT 28 DWS: 3,000 PSI.
3. REDFORCNG STEEL ASTM ART& GRADE SO: WELDED WIRE FARM ASTH
Alas.
4. CLEAR CONCRETE CP/EN ON REF: 3-.
s DOWELS AM CONTINUOUS FOW. SHALL HRVE MINIMUM LAP OF 36 TAR
OWMETFRS OR 16' MIL
6, PROVIDE AN FNARAIMEHT OF 4 TO 6% N CONCRETE ETPOM TO
FAFFZE/THw A:TIONL
7. PROVIDE CLASS 3 BALL AND MESH SUPPORTS
a USE '*ET CURL METHOD FOR SLABS.
9. NO FLY ASH PERMITTED N CONCRETE
STRUCTURAL S>EEI_
I. STRUCTURAL STEEL TO BE A36 OR A072 GRADE 50 WI.O.
2. ALL STRUCTURAL STEEL NCLUONG M06K12. PLATE WASHERS, CUT
WASHERS. AD NUTS TALL BE HOT DP GALVANIZED N ACCORDANCE
WITH ASTV A-153.
3. TEHACK RODS SMALL BE WILLJAYS 1. DIAMETER. 150 K31 ALL THREAD
HOD OR APPROVED EQUAL.. HOT DP GALVAN® N /CCARD INCE WITH
ASTM A-153.
S EETFLNNa
i. SH EETPLI G SHALL BE SIUPERIDC FIBERGLASS SHEE7PLNO SERIES
1540 BY LEE COWPOWES OR APPROVED EQUAL METH THE FOLLONNG
MIIINI SECTION PROPFRnm,
DEPTH: 4'
SWITCH IOOLUM 3 IN /FT
ALDNMIi MMOMIENh 5.300 FT. L.B.S/FT
MOMENT OF NIERTA: BA N4/FT
2. LINOTH OF SHEETPlI10 70 BE 12 FEET AS SHOWER ON THE PLANS
3. ENTER FABRIC: WEHCO G ED FABRICS GIROO OR APPROVED EQUAL,
STRUCTURAL TUENW (SOOTEIN PW3
1. PLNQ SEE PUN FOR IBM
A ROM TWIN PILES - NOMINAL BUTT MA - 10-. ASTM D25 -
UQEST. KD < 25.
S. CCA TREATMENT 2_5 U SS/CF MPA C3. C16 h C23.
L DMAE AND/OR JET PIES 70 AIL PENETRATION OF 10 FEET.
3. PER/MLAFAD MATERIAL -
GRADE
5UFACE
MOISTURE
CONTEXT
AWPA STD AND
CIA RETENTION
5 X 12
1W/LER
N0.2
S4S
AOAT/00 19
C7✓C16(24
DECKING.
OR NO.
S4S
AMT/107AT 1
C2/C76(0.6)
STRINGERS
NO. 1
54S/S2E
9-DRY 19
C2/C16(0.6)
SPLITCAP
ONO. I
ROIICH
S-URY 19
C2/C16(0.6)
ALL OTHER LUMBER
?M 2
so
S-my 19
C2/C16(0.6)
k ALL HARDWARE AM NALSI SHALL BE HOT DP CXVMa D UNLESS
NOTED OTHERNISE, USE MIT XASNEIW5 UNDER ALL BOLT HEADS AD
ADS. NAIL SIZES AM NUMBER AM NOT SHOWN. USE ACCOTONG TO
GOOD CARPENTRY PRACTICE. USE COMMON NAILS ONLY.
S USE DOUBLE HOT DP ZINC COATED NAILS FOR PRESSURE TREATED
& r+TDAIDE TREITTIENT CE'IMICATES ON ALL LUMBER BY AN
1000Dl7if 3RD PART INSPECTOR APB OR SPB APPROVED AND
91BECT TO APPROVAL BY ENGINEER.
7. ALL WOOD M A70OKS TALL HAVE FED CUTS TREATED WHTHH KOPPERS ISO.
S. USE ASTM A307 MOTs. H_ 0. GALV. METH NUTS AND 00 WASHER FOR ALL
TIMBER COH1ECIpNEL
WOOD PLEGP ��'
FASiEpFFc 5fF9AP1
0
2`_U' a Fr wm
1 CAP,,SEE
M 1/2-Cam SLAB 1
BULKHEAD TO REMAIN
. IN
4
ETO W. WAIL
t T - � t
R II 3 I
I I I
APPROX. LOO
APPROX. GRADE
r rl
r
SEE B/03
Y WL SLOIE aGEU. EL -4.75f
TYPE 2 NC= FLTER FABRIC (BOTTOM OF SHIEUPLE
4'-0- LASS B
'
RIP --RAP. AL
ARCUD 4' I'
SEE PLAN
2i-6'
/1 ERI
NOTE: NEW RAMP SLOPE TO MATmi SLOPE OF EWTING RAMP.
SECTION FIELD VFY REFEREN4cE ELEVATIONS PROVIDED OW ABOK SECTION.
3/16--t`-O-
\-SEE B/C3
O 1. 4`
GRAPHIC SCALE:
m
z
O
E+
4 I
9
o a
a �
E
O
0 .
.. m
E
v x x
� 4 4
a m m
4
a U U
a 0 0
a � a
x x x
AR Jp
� yR1
s AINI
ra 3/"
PC s

202 Pr CAP
O vo. a rxv BOLTS
Pr 0n12 WRIER, TeP.-
2x12.Pr. COW.
4•t,FItE 514EE� U
`-411PEJGdALCG'DgIOSERES7540)
EJO.ST. PIES 70 RBVM
COMPACTED CLEM
FIL '/ArIM SEE
M -42M
CONSTRLICTM
B COMPETED
in
11•-o• Twrx sEE mm FOR loamy
--------- — ---
X CD1r- DEMO uRl�
1'o wad —J
W rAev &4 Y4W v��X
E/f7f 00
yy��
SIFEVE AI�IOR-/
Im 4#4 LW. —�
SECTION A
1/4'-1•-d
LAUP1l.t LAU 1CAKr JE;I;I'1U1V \,J
1 4 -1
1/t'0 C114 )14X1 EOL]s
p )DW
rar. PE ea room
BXEE�SPA= 71DD1 5/4'10
(FDf /EDGE OB3=)
I +
i/
r
. R h12
2e12. 5
I I I
E105IME
s/4•Ym Pr Iw)
44 1QKa+
CDIL Pr 4d2 I
•'
Z PE h12
rxisL 1 +
_
. 1T7.,�
inn W$R PLC
.' l�W4Q
OC fl4EAi 7 5Lni
�a
S4PSON R1S
�e
Da
SECTION®
SECTION Q
'/4•`''�
1/4•-1'-0•
175 (-.005 -.ms)
o-AD imo
15 � R.125 (3 SZOO
R.150 C3 I 'in t R 250 (3
195
% A 1 i.003 142
L375 45.(b' R 231 2D4 ref. 7 D3D (4)
2300' 23DD'
O
R U2
� .498
R am( 84
.lc' � 6107
133 III 0.4Q +DDO' -MY) 7,32
3 paces 2 ptcw-w
45' iaDDD
DSD
1
Ass?llEll411� FFt
e suz u M EM a COMEC(OR DETAIL 3
OR APPdDYED MN- 9 =W FOR RF}i Ma OELT.
NO SCALE
EPDXY COA7FD j3•DOIRW
014. O.C.: Y6
CDNIROI im
RAMP CONTROL JOINT (C.J.)
Pr DB%w r , '
PE hit 1 Pr .
I
` t. Pr
Two 1Mm I I rum
Y 2W
Ld
SECTION
1/4'-1•-O•
NEW srlEme
1 10E
/1
NEW PT W2
o
NEW Pr 202
1
A 7,JIq�1
1.0 WLIIRIOS
iIN. 4 lm
EACH DO K�
IEW SHMTPLE
NEW PE 602-
NEE Pr 312-
AM Pr WOOD
AS WaLmEO
s
DETAIL 1
1/�—
DETAIL 2
I
Cu. wow mm
W%Arm
0 1, 4•
1117
"
GRAPHIC SCALE:
i C3