72-15 Clark & Denison Oversized Plans

ABO
stow 9 1
43AI303d
MERAL NOTES:
1. CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK.
2. THE CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS WHERE NEW
CONSTRUCTION A JOINS EXISTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER UPON
DISCREPANCIES WITH DRAWINGS.
3. ALL WORK IS TO CONFORM TO THE LATEST REVISIONS OF ALL APPLICABLE FEDERAL, STATE AND
LOCAL CODES AND REGULATIONS.
4. ALL WORK AREAS ARE TO BE KEPT CLEAN, ORDERLY, AND SAFE ON A DAILY BASIS.
5. CONTRACTOR MUST EMPLOY A RESPONSIBLE FOREMAN TO BE PRESENT ON THE JOB AT ALL TIMES.
6. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT TO ACCOMPLISH THE WORK AS
SHOWN ON THESE PLANS. ANY WORK NECESSARY TO COMPLETE THE WORK SHOWN BUT NOT
SPECIFICALLY CALLED OUT, SHALL NOT CONSTRUE REASON FOR CONTRACT MODIFICATION.
7. ANY DAMAGE TO EXISTING PROPERTY, STRUCTURE OR EQUIPMENT MADE BECAUSE OF CONSTRUCTION
UNDER THIS CONTRACT MUST BE REPAIRED/REPLACED BY THE CONTRACTOR AT CONTRACTOR'S
EXPENSE TO EXISTING CONDITIONS.
8. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS THAT AFFECT NEW WORK
PRIOR TO CONSTRUCTION OR FABRICATION. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR
TO CONSTRUCTION OR FABRICATION SHOULD DISCREPANCIES DEVELOP.
9. UNLESS OTHERWISE NOTED, THE TIDE ELEVATIONS INDICATED ARE RELATIVE TO MEAN LOW WATER
(MLW).
10. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS
PRIOR TO THE START OF CONSTRUCTION.
BULKHEAD GENERAL NOTES:
1. BULKHEAD DESIGNED FOR HORIZONTAL EARTH LOADS & ANTICIPATED HYDROSTATIC (STORM SURGE)
LOADS WITH NO PROVISIONS FOR VEHICULAR SURCHARGE LOADS.
2. BENCHMARK IS NOT PROVIDED.
3. CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK.
4. DESIGN LAG TIDE: 4.0'.
5. BACKFILL BEHIND BULKHEADS WITH CLEAN SELECTED SAND FILL COMPACTED IN 8-INCH LAYERS TO A
MINIMUM OF 90 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE
CONTENT IN ALL LAYERS UP TO THE UPPER ONE FOOT. THE MOISTURE CONTENT OF FILL SOILS
SHALL NOT VARY BY MORE THAN 3 PERCENT ABOVE OR BELOW THE OPTIMUM MOISTURE CONTENT
AS DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST (ASTM D-698).
6, BACKFILL IMMEDIATELY BEHIND BULKHEAD WITH #57 OR #67 DRAINAGE STONE AND FILTER FABRIC AS
INDICATED.
7. EXCAVATE AS REQUIRED TO COMPLETE WORK. STORAGE OF EXCAVATED SOIL SHALL BE STORED
ABOVE EXCAVATION SLOPE. KEEP HEAVY EQUIPMENT AND VEHICLES AT LEAST 15' BEHIND BULKHEAD
OR FURTHER AS REQUIRED BY ACTUAL HORIZONTAL LOAD EXERTED AND/OR AS REQUIRED BY
CONTRACTOR'S CONSTRUCTION METHODS.
8. CONTRACTOR SHALL BE AWARE THAT EXISTING SOIL BASICALLY CONSISTS OF A NON -HOMOGENEOUS
MATERIAL OF FINE TO MEDIUM SAND WITH A POSSIBLE SLIGHT INORGANIC AND CLAY CONTENT.
DRAINAGE FABRIC:
1. DRAINAGE GEOTEXTILE SHALL BE WOVEN FABRIC OF POLYPROPYLENE, MONO -FILAMENT GEOTEXTILE,
MANUFACTURED FOR SUBSURFACE DRAINAGE APPLICATIONS. DRAINAGE GEOTEXTILE SHALL BE GEOTEX
117F AS MANUFACTURED BY PROPEX OR APPROVED EQUIVALENT.
A. GRAB TENSILE STRENGTH: 370 x 225 LBS/IN ASTM D4632
B. GRAB ELONGATION: 20 x 15 7o; ASTM D4632
C. APPARENT OPENING SIZE: NO. 20 US STD. SIEVE; ASTM D 4751.
D. PERMITTIVITY: 1.5 PER SECOND-1, MIN; ASTM D 4491.
E. UV STABILITY: 9079 AFTER 500 HOURS OF EXPOSURE; ASTM D 4355.
F. MINIMUM WEIGHT: 8 OZ/SY
G. FLOW RATE: 200 GAL./MIN./SF.
H. PERCENT OPENING AREA: 17X.
GENERAL
MECHANICAL ANCHORS
1. MECHANICAL ANCHORS SHALL BE PLATIPUS 806 PERCUSSIVE- DRIVEN, EARTH ANCHORS CAPABLE OF
RESISTING A WORKING (PROOF LOAD) HORIZONTAL ANCHOR ULL OF 8.4 KIPS AND AN ULTIMATE
HORIZONTAL ANCHOR PULL OF 16.8 KIPS WITH FS = 2.0. 1
2. CONTRACTOR SHALL PROVIDE MECHANICAL EARTH ANCHORS 1CAPABLE OF RESISTING THE ABOVE
LOADINGS.
3. ANCHOR MATERIAL:
i
A. STEEL: CAST SPHEROIDAL GRAPHITE IRON
B. FINISH: HOT -DIPPED GALVANIZED
C. ANCHORS SHALL BE MANUFACTURED BY AN ISO 9001 CERTIFIED COMPANY.
4, ANCHOR RODS SHALL BE 3/4-INCH DIA. (ASTM F1554, GR. 50) JR (ASTM A193, GR. B7).
A. FINISH: HOT -DIP ZING COATING, ASTM A153, CLASS C.
B. ANCHOR AND ANCHOR ROD INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
STANDARD INSTALLATION RECOMMENDATIONS.
5. EACH ANCHOR SHALL BE PRODUCTION TESTED DURING INSTALLATION TO 67% OF THE ULTIMATE LOAD.
6. INCLINATION ANGLE OF ANCHOR RODS SHALL NOT EXCEED 12 DEGREES.
7. FIELD TESTING: FINAL INSTALLED DEPTHS ARE SUBJECT TO PROOF PULL TESTS AND SHALL HAVE SPACING
ADJUSTED AS REQUIRED.
A. ANCHORS SHALL BE CAPABLE OF RESISTING THE ULTIMATE LOAD AS SHOWN.
B. 100% OF THE EARTH ANCHORS SHALL BE PROOF TESTED
C. LOADLOCKING/STRESSING (PROOF PULL TESTS) OF ANCHORS SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S STANDARD INSTRUCTIONS.
D. ANCHORS SHALL BE TESTED TO 100% OF THE ULTIMATE LORD.
E. HOLD PROOF LOAD FOR A DURATION OF 5 MINUTES FOR ALL ANCHORS PRIOR TO RELEASE. PROVIDE
DAILY PROOF LOAD LOG & INSTALLATION SHEET FOR EACH ANCHOR TO ENGINEER OF RECORD.
8. WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH ANCHOR AND SHALL INCLUDE:
A. PROJECT NAME AND/OR LOCATION
I
B. NAME OF MANUFACTURER
C. MANUFACTURER'S REPRESENTATIVE WHO WITNESSED INITIAL INSTALLATION
D. NAME OF INSTALLER
E. DATE AND TIME OF INSTALLATION
F. LOCATION AND REFERENCE NUMBER OF ANCHOR
G. DESCRIPTION OF ANCHOR AND ANCHOR ROD LENGTH INSTALLED
H. FINAL PROOF LOAD FOR ANCHOR, IF TESTED.
9. FIELD INSTALLATION: IF MINIMUM ULTIMATE ANCHOR LOAD IS NOT SATISFIED, CONTRACTOR SHALL ADD
ADDITIONAL ANCHORS AS REQUIRED TO PROVIDE THE MINIMUM DESIGN ANCHOR PULL FOR THE PROJECT
AND/OR SHALL REDUCE ANCHOR SPACING.
10, ADDITIONAL ROD LENGTH(S) SHALL BE ADDED & NEW ANCHOR INS�ALLED IF EXCESSIVE PULLBACK IS
ENCOUNTERED DURING LOAD-LOCKING/STRESSING OF ANCHORS. jj
11. CONTRACTOR SHALL HAVE A REP'?ESENTATIVE FROM THE ANCHOR `MANUFACTURER ON SITE FOR TRAINING &
INITIAL LOAD TESTING AT THE BEGINNING OF THE PROJECT.
12. ANCHORS MAY BE INSTALLED LESS THAN THE ANGLE INDICATED, PROVIDED THEY EXTEND BELOW THE POOL
FOUNDATION ADJACENT TO THE RESPECTIVE INSTALLED LOCATIONS:
1
VINYL SHEET PILING• DRIVE TO MINIMUM EMBEDMENT DEPTHS A4 INDICATED
1. VINYL SHEET -PILING: SHALL BE 20' LONG, INTERLOCKING SHEET PILING, UV INHIBITED, IMPACT
MODIFIED, WEATHERABLE RIGID POLYVINYL CHLORIDE, 50 YEAR LIMITED WARRANTY. PROVIDE A
MINIMUM EMBEDMENT OF 7'-0". SHEET PILE SHALL BE SG425 AS MANUFACTURED BY CMI.
2. SHEET PILING SHALL BE DRIVEN WITH A VIBRATORY HAMMER 'DUE TO ANTICIPATED OBSTRUCTIONS TO
PREVENT DAMAGE TO PILING. SHOULD OBSTRUCTIONS BE ENCOUNTERED, PILING SHALL BE
EXTRACTED & SOIL EXCAVATED AS REQUIRED TO REMOVE OBSTRUCTION. PILE INSTALLATION MAY
RESUME ONCE OBSTRUCTION IS REMOVED.
3. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR CUT-OF?F OR INSTALL SHORTER SHEETS
WITHOUT WRITTEN AUTHORIZATION FROM ENGINEER OR THE OWNER.
4. CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO INSURE THAT PILES ARE DRIVEN PLUMB.
SHEET PILING SHALL NOT BE DRIVEN MORE THAN 1-INCH PER FOOT OUT OF PLUMB IN THE PLANE
OF THE WALL, NOR MORE THAN 1 /16-INCH PER FOOT "OUT" OF PLUMB PERPENDICULAR TO THE
PLANE OF THE WALL, NOR MORE THAN 1/4-INCH PER FOOT "IN" OF PLUMB PERPENDICULAR TO THE
PLANE OF THE WALL.
5. PILES DRIVEN OUT OF INTERLOCK WITH ADJACENT PILES (WHICH CANNOT BE EXTRACTED &
RE -INSTALLED) OR OTHERWISE DAMAGED, SHALL BE REMOVED AND REPLACED BY NEW PILES AT THE
CONTRACTOR'S EXPENSE.
i
TIMBER PILES:
1. TIMBER PILES SHALL BE INSTALLED AT NEW GUIDE PILE, FIXED PILE, AND KING PILE LOCATIONS AS
SHOWN.
2. PILING:
A. PILES: ROUND, UNUSED, CLEAN -PEELED PILES MEETING ASTM D25
a. SPECIES: SOUTHERN YELLOW PINE.
b. SIZE BASIS: PIER PILES: 10" DIA. BUTT (MIN. 31". CIRCUMFERENCE 3 FT FROM BUTT
END). VINYL BULKHEAD KING PILES. & DOCK GUIDE PILES: 12" DIA. BUTT (MIN. 38"
CIRCUMFERENCE 3 FT FROM BUTT END). INSTALLED TIP DOWN.
c. SERVICE CONDITION: MARINE PILES.
d. TREATMENT: PRESSURE TREATMENT 2.5 LBS/CF IN ACCORDANCE WITH AWPA MARINE
USE CATEGORY UC5B.
NOTES44Ilvoum:Q
slot 9 r ddv
GEOTECHNICAL REPORT: (13A13036
1. A SUBSURFACE INVESTIGATION REPORT WAS CONDUCTED BY ECS
CAROLINAS, LLP, DATED
FEBRUARY 25, 2015 (ECS #22.22332) FOR PROVIDING VERTICAL
/ LATERAL
TIMBER PILE
CAPACITY
AND BULKHEAD DESIGN CHARACTERISTICS.
PILE DRIVING:
1. PILE DESIGN EMBEDMENT DEPTH:
A. TIMBER KING PILES (VINYL WALL): 12 FT. MIN.
B. GUIDE / PIER PILES: 20 FT. MIN.
2. PILE INSTALLATION: PILES SHALL BE DRIVEN TO THE MINIMUM PENETRATION
(EMBEDMENT)
DEPTHS
AS SPECIFIED.
3. PILE INSTALLATION: SPUDDING, VIBRATING, WATER JETTING, OR DRIVING JOB
PILES SHALL
BE USED
TO REACH MINIMUM PENETRATION AND/OR TO PREVENT DAMAGE
TO ADJACENT STRUCTURES.
LAST 12-INCHES SHALL BE DRIVEN TO SET PILING. PILES SHALL
BE DRIVEN
WITH A DROP
HAMMER
W/ A MINIMUM ENERGY RATING OF 7,000 FT-LBS AND MIN, RAM
WEIGHT OF
1,000 LBS.
PRE -FABRICATED TIMBER FLOATING DOCKS:
8. TIMBER FLOATING DOCK SYSTEM SHALL BE A MODULAR SECTION FLOATATION DOCK SYSTEM.
FLOATING DOCK DESIGN SHALL MEET THE REQUIREMENTS AS NOTED.
9. FLOATING DOCKS SHALL GENERALLY CONSIST OF PRESSURE TREATED TIMBER DECKS AND FRAMING
SUPPORTED BY HDPE FLOATERS FILLED WITH AN EPS FOAM CORE.
10. LUMBER: ALL LUMBER, UNLESS NOTED OTHERWISE, SHALL BE SOUTHERN YELLOW PINE #1 OR
BETTER AND PRESSURE TREATED TO AWPA C18 AFTER FABRICATION.
11. STRUCTURAL STEEL COMPONENTS: ASTM A36 (36 KSI) MIN, HOT -DIPPED GALVANIZED PER ASTM
A153 AFTER FABRICATION.
12. DESIGN FREEBOARD:
A. UNDER DEAD LOAD: 18 INCHES MIN. & 24 INCHES MAX.
B. UNDER LIVE LOAD: 9 INCHES.
TIMBER:
1. WOOD MATERIAL: PRESSURE TREATED PER AWPA C2, C18, & UC3A.
A. MISC. FRAMING TIMBERS: NO 2, SD-19 S.Y. PINE, S2E OR ROUGH.
B. STRINGERS: NO 2, SD-19 S.Y. PINE, S4S/S2E,
C. DECKING, POSTS & RAILING: NO 1, KD-19 S.Y. PINE, S4S,
D. WALERS: NO. 1 OR SELECT STRUCTURAL, S.Y, PINE, ROUGH, PRESSURE TREATED TO 2.5
LBS/CF CCA NET RETENTION PER 4WPA UC5B.
E. TIMBER SHEET PILES: T&G NO. 1, S.Y. PINE, PRESSURE TREATED TO 2.5 LB/CF CCA NET
RETENTION PER AWPA UC5B.
2. ALL HARDWARE AND NAILS ARE HOT DIP GALVANIZED UNLESS NOTED OTHERWISE TO BE STAINLESS
STEEL,
3. UNDERSIZED HOLES FOR NAILS WERE DRILLED IN SMALL MEMBERS TO PREVENT SPLITTING.
4. FASTENERS, UNLESS NOTED OTHERWISE: 316 STAINLESS STEEL 4" WOOD SCREWS OR 10d RING
SHANK NAILS.
5. COAT ALL CUTS, END CUTS & DRILLED HOLES WITH COPPER NAPTHENATE IN ACCORDANCE WITH
AWPA STANDARD M4.
6. STEEL BOLTS: ASTM A325 H.D. GALV.
7. PLATE: ASTM A36, H.D. GALV.
GANGWAY NOTES:
1. ALUMINUM GANGWAYS GENERAL:
A. GANGWAYS SHALL BE DESIGNED TO INCORPORATE THE DEAD LOAD OF THE GANGWAYS AND
UTILITIES THAT ARE SUPPORTED BY THE GANGWAY. COORDINATE THE DEAD LOAD AND LIVE LOADS
AS WELL AS SLOPE EXTREMES IMPARTED TO THE FLOATING DOCK WITH THE DOCK SUPPLIER TO
ENSURE ADEQUATE FLOATATION.
B. MATERIALS:
a. GANGWAY STRUCTURE SHALL BE FABRICATED FORM 6061-T6 MARINE GRADE ALUMINUM.
b. DECKING SHALL BE EXTRUDED RIBBED ALUMINUM SLATS, NOT EXCEEDING 8 INCHES THAT PROVIDE
A NON-SKID SURFACE.
c. HANDRAILS SHALL BE 6063-T6 ALUMINUM ALLOY.
d. BOLTS, NUTS, WASHERS, AND SCREWS SHALL BE TYPE 316L STAINLESS. STEEL.
e. ROLLERS SHALL BE UV -STABILIZED, ULTRA HIGH MOLECULAR WEIGHT (UHMW) POLYETHYLENE.
#. FASTENERS & FASTENERS TO DOCK: 316L STAINLESS STEEL.
C. DIMENSIONS SHOWN ARE NOMINAL.
D. GANGWAY SLOPE SHALL BE 1:12 MAXIMUM BUT THE GANGWAY LENGTH €!4 NOT REQUIRED TO BE
MORE THAN 80'-0" IN LENGTH.
E. LANDINGS SHALL BE PROVIDED AT THE NON -GANGWAY SIDE OF TRANSITION PLATES WHOSE SLOPES
ARE GREATER THAN 1:20.
2. INSTALLATION:
A. GANGWAYS SHALL BE SECURELY FASTENED TO THE FIXED STRUCTURE AS RECOMMENDED BY THE
MANUFACTURER. THE DOCKSIDE END OF THE GANGWAY SHALL RIDER ON MINIMUM Y4 INCH THICK
ALUMINUM DECK PLATES INSTALLED TO PROVIDE PROTECTION TO THE DOCKS DURING NORMAL AND
EXTREME WATER LEVEL FLUCTUATIONS.
B. THE DOCK END OF GANGWAY SHALL INCLUDE SMALL DIAMETER ROLLERS, WHICH ALLOW FREE
MOVEMENT OF THE GANGWAY ON THE DOCK DURING WATER LEVEL FLUCTUATIONS.` FIELD FIT
GANGWAY TO AVOID LOSS OFF END OF FLOATING DOCK DURING EXTREME LOW WATER LEVELS.
ADA NOTES:
1. GANGWAYS AND RAMPS MUST BE DESIGNED TO PROVIDE FOR A MAXIMUM 1.12 (8.33%) SLOPE, BUT
GANGWAYS ARE NOT REQUIRED TO BE LONGER THAN 80' LENGTH. (NO INTERMEDIATE LANDINGS ARE
REQUIRED ON GANGWAYS).
2. IF THE SLOPE OF A TRANSITION PLATE IS GREATER THAN 1:20 (5%); IT MUST HAVE A LANDING AT
THE NON -GANG -WAY END & COMPLY WITH OTHER ADAAG RAMP REQUIREMENTS (INTERPRETED AS
MAXIMUM 1:12 SLOPE).
3. ACCESSIBLE ROUTE MUST BE MINIMUM 36" CLEAR WIDTH.
SITE & EROSION CONTROL
1. CONTRACTOR IS RESPONSIBLE FOR AND SHALL UTILIZE BEST MANAGEMENT PRACTICES FOR
TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
2. CONTRACTOR SHALL INSTALL SILT FENCING AROUND PROJECT LOCATIONS.
3. NO EXCAVATED OR DEMOLISHED MATERIAL SHALL BE PLACED IN ANY STREAM, CREEK, DITCH,
WATERWAY OR DRAINAGE -WAY.
4. CONTRACTOR IS RESPONSIBLE FOR LAYDOWN AND STOCKPILE AREAS (TO ARRANGE AND INSURE
COMPLIANCE WITH LOCAL AND STATE REGULATIONS).
5.. CONTRACTOR SHALL CONTROL ANY SILT/WATER RUNOFF, WHICH MAY BE GENERATED DURING
PROJECT, AND PREVENT IT FROM RUNNING OFF INTO WETLANDS, CREEKSDITCHES; ETC.
V
z
0
D
w
w
Li
W
0-
a
m
cn
v
�
0
0
Q
ca
N (�}
W U) cl 19
zw :t!O x 0LL
0
�5ZLUU clIL 'i:
QZ >e3C4r- (D�
m w< z m V w E
0 �a) c ai
'c m c+) m
ca T4vi
ui m
cr 0 0 3 E
co u
M
Z
;
cW
C
W
W
OD
V
WZ
W
z
n
Q
cc
w
o
/-��
VJ
co
_3VJ
0
0
LLJ
cr
cc
o
3EUz
a.
d
c�
cr.
Q
co
Z
o
C)
z
r�
TW
Y
RECEIVED
APR
1 17915
z
mo=war,
e!
SEAL
FOR PERMIT
NOT FOR
CONSTRUCTION
'DESIGNED BY:
JRT
DRAWN BY:
H WL
QUALITY CONTROL: JRT
SCALE:
AS SHOWN
FILE. NUMBER:
7328.00
DATE:
03.05.15
GENERAbcM
NOTES
M,
SHEET NUMBER: ♦♦�� ��(�{
P H . 1' - SO
OF 3
EIVED
INGTON, N
0 2015,

-/'N\F C ARLES LINK
& GE E WILLETS
OPT /• / /' DEED BOOK 5350
PA E 1257
0,6
RELOCATED ti°' x 33 ���ts1 TBM R\R /
LIFT BY / 0.7"fit t r IRON SPIKE 6.49'
( / �3 i 4 E" 1" 1 SET NAVD 1988
OTHERS),)o°/'
,p ,
3.�740
/ �\ �,�o L/•\ 16"oAK \ WATER �J ,/ C\L EASEMENT TIE TO
3.44� ]�9 9 J J \ METER THE WESTERN RIGHT OF WAY
-0 2/ � �p ,' ,' OF CEDAR ISLAND ROAD
4 �' ` x 4.29 �J \ 6 \ c5` / / 'ii
/ 3.4 \ \ BULKHEAD/ JI `` ` _ x 6\21 21"OAK ,�' ,� ,
/ \ L I x\5.36 x 5.$3 \
/ CRAPE
-•0.2 x 3.43i'\ , - EXIS-T: TtMBEir\\ MYf} LE \WOOD � '�--�-SANITARY
4,1\GATE
TIMBER BULKHEAD ` \ J B�ILKHEAD \` ~ 11\3 \\ , SEWER
5.
- SEE PHASE 1 52 V' / / ANCHOR - SEE `� \ ST63 \ i
x 4.46 j ! PHASE 14 31 `� x 4.�6 CO UMN
% \ \ CR`.PE WOOD
LINE
BEARING
DISTANCE
Li
S 33'34'00" W
7.42'
L2
N 43'01'00" E
94.07'
L3
S 52'28'00" W
329.50'
L4
IS 52'28'00" W
157.71'
L5
N 60'28'00" E
79.74'
L6
S 68'28'00" W
174.74'
L7
N 57.58'00" E
104.41'
L8
S 47'28'00" W
46,91'
x 3.50 - \ `\\MYf2TLE { GATE
•� `\ / CRAPE STONE
MYRTLE �I %UMN, \
�3.4 3.96 x x 4.43 x 69
f
x 4g1
x 3.50 i ` CRAPE \ A
4 f EXIST. TIMBER 13ULKHFAD �`""Y � PE .�: - _:' \ \ C
~ i C A
~_1J 1 / 4 ` YRTLE � .•� �•• �: CR�7� \
REMOVE 80A� x3.92! i ".' '.'.. MYRTLE
\ CRAPE \
DOCKS HOUSE 4.28 = _� ,CRAPE!, \ MYRTLE \
4.25 x 4.14 x 4.28 4.7C R IIMYRTL \ CRAPE 7.38 \
MYRTLE .M 7R$! E \ 22"OAK\
'REMOVE 3.83x 21-OAK
p cRAPE' N\F JOHN & MARGARET BYRNES
GANGWAY ! y o �� 1 MYRTLE I l ''' `�. \ \` \ DEED BOOK 2417 PAGE 630
-3.9 ` J z © 7 :�� 1 OAK10„OA� x A8 riS. \
-2.3' O x 4.54 x 93 8"OA1 \ In \
�13 4.42 N �:. 1r.1 x 3.8� x 4.22 1t��
I M % CRAPE ! 10"OAY�
! V ' 4.4� 1 3.80x �Om t MYRTLE rn ; K UNDERGROUND\ \
` \ POWER t \ \
-0.s' 9 1 ' CRAPE
MY)#TLEf , rr •"• `� PHONE 15" x 8�
35"OtA BULKI I�AD x 4.38 I CMYRTLE
RiP E0 i x 8.35 OAK
I 3, x 3.88 x 3.86 \ 4.18 x I \\ \ a \
- ! J REMOVE PORTION OF EXIST. �
I 3.49 I r 8_ULKH WALL TO INSTALL , J x 8.446"OAK of \moo.
- " K 1 'NEW SHEET PILES; REMOVE , i CRAPE x_
MYRxfl1�� :: - ; t\ \
1 : 3.62 ( REMAINDER OF WALL AFTER NEW �. -�o� . x s.;\ 00
BULKHEAD WALL IS COMPLETE
- x479 .
Z _ v
I x4'�1�j\ �% f x7.77
I 1 8" K x 4.27 ( / _ Q��, x 8.78
I , x 5.67 r J�/ \ / j eO• 8"HOLD \ \eA.
I 3.7fi _ CAMA ,
d 1 3.6/5 SETBAC x 5.25 , • - �i' `t \ \
_ _ t -: \
1 '.'!':t- ; . x9.57\ �V 17'P1NE` \\ \
AK I / x 6.30I.
x1 1 05.si ANCHOR -SEE PRASE l \� { / `\';' 1 ^•� - -WrpLk \ '' g� • �\ \
I�6 % x6.79 / t . • ..' '.' t ? 23"PINE \\ \
�\ \
x 9-12
1 _ x 6.52 7.12
UI
,r., �:S�I- � I / � OEGK ,FREE � ' :�.•�RlVf T�:-:`�;�' �\\� �I \ \
o ! __} x 5 , I 1 Po0L Spa"E \ S�oR� g 5 a.` . \� \ \
I' -I-�N \ \� %� F1,0/ ��•A� x 8.3Z, \\ \ \
BULKHEAD 0 L 00 \ \
y � / I � GROU� S.� t; \' ` k y `� x 8.79
0.3 \ \ \
EXIST. TIMBER�o AK ` x 6.57 r x 9.24 `� x 7.39 f \
BULKHEAD -�- \ I \ EXISTS: TIMBER I,KI�EAD 1
atia� I 1 /`
0 3.34 4"OAK` \'\�-�\ �I WALL
-�
x6.57 \ r( \ i I \ / \ \ \
TIMBER x "OAK \ \ , , { CK x 8,48, \
BULKHEAD - I o I ANCHOR- - SEE 7\ 1 aN
SEE PHASE 1 _ -PHASE I
34 t x5.31 �`
_ ^ _ I W i / 4.3't is
x 27 X081 x 27 29'OAK J \ \ \ \ �,' ~ - 12 tiv ` f / i / %/ i x 8.52 '� / I / x 6�i4 / x 5.53v Z ��'
03
-- I 4 \
4.50 NHW , 2.8 0,
_ /
3:28 _ 23 OAK ' 20"OAK WELL 9 x 5 ` _ 'r / BULI�cHEAD 4.48 4.0 LINE 2.8 \({`
O x 3.5
x4.32 ��`\ 11b ` r �' / f / i4, 30 x3.3 x1.21.30
24"OAK \ \ \ 9 _ ` ! ! 4�58 x 2.8 x1.2
x3 8�\ 18"OAK , 1 !, ' / x 6 43 4,69 1.5 0.8
2"OAK 1 : �1 x1.4 x x /0.5 \,
I 13tQAK x 3.66 , \ � \
4 x 7. i- ,i 4.SL x 1.1 -0.2 x!
- 4" PVC DI�\HARGE PIPE18"o'�K
_ x7.32 % / x X1.1 _
x 3.58 x 4.46 4.F57 0.3 i
3. ' \ �15"OAK 17"OAK 18 OAK 1 %r 7.40x x 7.60 58 8 x-0.51 x`
NNW LINE s g �i \ 3.45 } r 5 47J ` 6.56 6.59 -0.1 x x \
I �.5 x 3.42 \ i I Ut (a / ` l 6.57 -1.4 -1.4 \
i � r 6.56
,1 �/ �� �' I x6.76 6.5
6� 6.57 \
0.4 �xu 3.5B t t x 3.2020"6AK / I� C).52
13.sF0 1 11 t t 3" PVC DISCHARGE / xs.31 s.4s
I ` 6.3 1 I 1 l PIPE x 3.59 / [, _ 1- 6.4 LIFT TO BE REMOVED&
1.2 43' t 1 / 5.2d 6 46 RELOCATED (NORTH EST)
O. 4.3
1.1 t t x 4.44.50 '' TO LOCATION SHOW
x 1 I ..r ,r- '
-0 1 BULKHEAD 4.13 _1.5 / ' ON THIS SHEET
•-•0.7 x -0.1 4.05
-0.6 3.80 3.83
8 -1.1 x 3.76 3.69 -2.2 i
�0' 1x7 -21 3.38 SUR
UNDERGROUND UTILITIES MARKED EBY NC U NOCUTS AND LOCATED BY
>�
>• \ �, �-.�$ p0 HANOVER DESIGN SERVICES, P.A. DEC. 3, 2013
ro FLOOD NOTES
THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA. FLOOD ZONE
r%�� AE 13, AE 14 & VE 14. STRUCTURE IS LOCATED IN ZONE AE 13 & AE 14.
o
NOTE:
ALL SOUNDING
ELEVATIONS ARE
RELATIVE TO MLW=O'
EXISTING SITE PLAN
SCALE: 1" = 30'-0"
GRAPHIC SCALE IN FEET
30 0 30 60
GRAPHIC SCALE: 1"=30'
N
MAGNETIC
1646-153
FLOOD DATA TAKEN FROM FIRM 3720315600J, EFFECTIVE DATE APRIL 3 2006.
AREA CALCULATIONS
2.65 Acres Total (Out to the Deed Lines)
2.33 Acres Above the High Water Line (Bulkhead\Camaline)
NOTES
1. AREA COMPUTED BY COORDINATE METHOD
2. ALL DISTANCES ARE HORIZONTAL
3. FOR REFERENCE SEE DEED BOOK 1646 PAGE 153, DEED BOOK 489 PAGE 3064
4. SURVEYED NOV. 2013 - DEC. 2014
5. CAMA LINE FLAGGED BY NEW HANOVER COUNTY
6. ALL HYDROGRAPHIC SOUNDINGS REFER TO MLW VERTICAL DATUM.
7. ALL TOPOGRAPHICAL ELEVATIONS REFER TO NAVD88 VERTICAL DATLI.
LEGEND
E.I.P. = EXISTING IRON PIPE
E.I. = EXISTING IRON
E.C.M. = EXISTING CONCRETE MONUMENT
R\W = RIGHT OF WAY
C.P. = COMPUTED POINT
- - - - - - - - PROPERTY LINE
-- BUILDING SETBACK
CENTERLINE
-------------------- EASEMENT
- - - - - - - ---- - - COMPUTED PROPERTY LINE
-/N\F CHARLES LINK
OPP. CHANNEL HWL & GENE WILLETS
DEED BOOK 5350
APPROX. \
RIPARIAN /d �� �`�� ,' \ PAGE 1257
Y4 WATERBODY DISTANCE CORRIDOR ©F o.s \\o' 4�� � / r f \
APPRX. `� \'
Off'/ / .
MLW
°. TBM R\R
-0.7 x 3 Z\ a161
`-�'� , 1 , IRON SPIKE 6.49' `
RELOCATED 4/ -,. `SST NAVD 1988
LIFT (BY �j' �I/
�� OTHERS) �;°/ 3:as 'J /
y \q7\ ` \ t
\FTO l J J 16"OAK\\ 00, WATER ,'� ,�'r C\L EASEMENT TIE TO
} F METER i i THE WESTERN RIGHT OF WAY
-0.2/.3 44 �` �� � / J J J \\ �� ,' �,' OF CEDAR ISLAND ROAD
/ C x4.291 1 44
BULKHEAD/ J �`5.3 x 5.83 x 6\21 21'OAK �'
� >' ,7
-0.2 x 3.43/ \ EX1�T: TtMBER�� MYf�CRAPLE WOOD ---,!_SANITARY
TIMBER BULKHEAD \has\\`` ` ! BOLKHEAD `�\ \\ATE v ��i SEWER
- SEE PHASE: 1
(GP #65093)`� ` / ANCHOR - SEE \ ` x STONE \ �`
PHASE �4.31 `� x 4.76 CO UMN r
39 LF-f 4�-WIDE - ` cR`�PE wooD
LINE
I BEARING
DISTANCE
L1
S 33'34'00" W
7.42'
L2
N 43'01'00" E
94,07'
L3
S 52.28'00" W
329.50'
L4
S 52'28'00" W
157.7 V
L5
N 60'28'00" E
79.74'
LIS
IS 68'28'00" W
174.74'
L7
I N 57-58'00" E
104.41'
L8
IS 472800" W
46.91'
NEW BOAT LIFT (10,000 LBS. -0 7 x\ \ ,�'�% +may x 3.50 ', `�\ MYRTLE _: A; >:' ' GATE
30
CAPACITY) - (BY OTHERS) 3.2§ // Y ETHERS) CRAPE ` I, STONE \
CLUSTER DOLPHINS ` \ 1 MYRTLE \� t %UMN. \
.
\` `r r / '4\"yi �� x 3.50 3.96 x x11443 CRAEg
ROX. EDGE OF EXISTt x 4.4 ANCH�R TYPE 1 \M LE :.
NNEL AT -6.0 MLW r r - COWC. DEADMAN C APE \ \
4. 7 1 / MYRTLE CRAP]
r 1: 3.92I ANCt-iOR WALL I ,�q- -•_- • • �MIKILE
$f)g r 'ir ';: -� _ x \ CRAPE \
(4) TIMBER GUIDE PILES I 5 HovsE►� 1 ► - r� - -- --- -- --NEW VINYL BULKHEAIcRAP r` .: \ MYRTLE \
(T/PILE +18.0 NAVD88 I - ( cRAP7.3� \
,l, ; *' APPR .2A
fi LF 4.7 1MYRTL\ r
_ +20.38 MLW) ,, r, ,r, t•r x 4.14 CRAPE
rrr r1(trrFt�t'rrtl f ., BENF�4TH EVIt MYRTLE r mMLE \ \
t 21"OAK [� WALKWAY I 22"OAK
NEW 8' x 40' FLOATING I J 3.8- ) I / �• . ' ... \\
TIMBER DOCK & GANGWAY + q - 1 1 CRAPE.MYRTL I I -\�- N\F JOHN 8t MARGARET BYRNES
_ d5� _., \ DEED BOOK 2417 PAGE 630
(BY OTHERS) r x 41 LF SIM ; SZ J I oAK1o"OAK x 7�8 jc➢. \
13 L .' r` _#4• co � x 3.8, � m x 4.22 x 4.54 x 4,.93 � i �� � 8„OAk \ i3 \
CLUSTER DOLPHINS I _ :: S N - f .r CRAPE f :'.r� K J1 10 OAl
* 1�� 1 4.A1 1' cp } MYRTLE r \ ,� UNDERG,ROUNDV \
DREDGE TO -6 MLW 15'_
UP TO CHANNEL -o. x 3, i , i M cR'E ;t �` POWER
I t- r it t� ( i3 x 4.38 MYR (LECRA�PE ,t �� PHONE 15" x 8.
J 15" $ULAtHEAfD 1 t x 8.35
i x 3.88 x 3.86 \ 4.18 z / / Mj(RTLE
11 1 I 3.49 - ' I,
W / S2 16"OAK �O \ �'
' / ' CRAPE e k 8.44
ZI K 11 I n j / MYR)4 L7F79i
- - x 4.79
[� 8 K S l ; x 7.77
-0.5I x 1 =1-_ x 4.27 ' ' / \ ` !' / :0��. _ x 8.78
2 I -- - 30' I
T
3.713 _ CAMA z x 5,67 ?, \ f �GQ : a i 3 - 8"ROLL` i
U( 3�5 SETBAC / x5.25
10 K J/ I / \co t l I is x 9.46i k \ \
I 4.64 o I } } x 9.57 \�~ = 17"PINE, \ \
APPRX. MLW -- 1 f - 10 - - `s�2 . x 9.16
BOUNDARY I / x 6.78
338
O AK I / x 6.3012 AK
2 x1 7j oAC ANCHOR - SEE PHASE I �'
00 I� x6.79 / , ' �• , < e ' 1 3 ! - \' 23"PINE
1"oA I } i
6.52 !r x 7.12
1 157, I'' I f J d�G� y' y 13
co
8 6F
r
Paot
fl I _I_ _ T y 3 W A� \ Na �S FLoaR�� �, �c x 8.32-
BULKHEAD 0� i I x 7.
x41_ r 00�0 (FL 1 yi x8.79
\ �b \
EXIST. TIMBER BULKHEAD AK ` 1 x \ I+ o�G� \
6.59 i x 9.24
3.34 4"OAK` \ / , � r \� W006. \ \
TIMBER BULKHF�4D x� bAK45} ANCHOR SE'` x6.57 ' ;.�: G�\\j 8.48;' \ WALL \ \
PHASE 1 `\ `� !gam t r ; 3 x \
- SEE PHASE I 10-5 K ��`' _ CK rvjl t ` ; r \ � � \ IR04
(GP #65093) 1 ` '
x 5.31 15,
oi f A
10.3
3 ;\ Q r ' / i x 7.49 WETLANDS o 4y3 6,
.27 } .081 x 4.27 29 OAK ` \ I t , -- i ' - %�8_;52 x 6.34 x 5.53, APPRX. MLW-- - ,3.2s I �'\ ' ° '' T' REGR�CQifVG NHWx3'9 z�.8 L
BOUNDARY ___� 23 OAK I 20"OAK x 5.50 ` `" NOT/ SHOWN ' "LINE
� WELL � � ,� 1 - , - BULKHEAD x,3.`3 42•�
MARSH SILL 3 3 _ I O ` x 4.32 \ \ T \ liRMCTION,' � 6TH�) ' a.3
-- (APPROX. 3�8 _ 24"OAK , \ WALL' Y OT14F-R
1
120' LONG} 3.5 2"OAKx3 �\ 18"OAK T/WALL +6 x s.43'
13�OAK x 3.66 , > 1 x 7.3 (N AVD&8)`
- 4 PVC DIkHARGE PIPE > 18"OtAK r. - x 7.32
x 3.58 x 4.4fi 1 -
e is
o o
A
w '
c
O
LOCATION MAP >
w
( NOT TO SCALE )
GREENVILLE LOOP
�FQ
QV p,\1. RVN R O
SITE
CONTRACTOR SHALL
PROVIDE YELLOW
REFLECTORS ON P.T.
TIMBER PILES POSITIONED
AT EL. +6.8 MLW &
SPACED AT 50' MAX.
INTERVALS ON MARSH SILL
(TYP•)
15-OAK . • : •�4 ii bi� �s
EXIST. TIMBER
Tide! BULKHEAD 10•
I �/ ►� •
A f%' NEW ALUM. GANGWAY
.fit', ,',* '��"n_ �i�l�r• �
BY OTHERS) APPROX_
4.13
TIMBER DOCK
(BY OTHERS)
.ti• t
DCM COASTAL
WETLANDS rb
NOTE:
ALL SOUNDING
ELEVATIONS ARE
RELATIVE TO MLW=O'
6 9� Y4 WATERBODY
APPRX. s -�$ aa' `� DISTANCE
MLW5
-' sz
TOE OF RIPRAP
CONTRACTOR SHALL PROVIDE PROTECTION WALL
YELLOW REFLECTORS ON P.T.
TIMBER PILES POSITIONED AT p,LO�C'
EL. +6.8 MLW & SPACED AT N�O�o LF
50' MAX. INTERVALS ON 5 1\*OX 2�
MARSH SILL (TYP.) P 2' • D Pp
6uL�N� L
NNE.
RECEIVED
APR 2 9 2015
wpm-mwnt, A01•*
(4) TIMBER GUIDE PILES
(T/PILES + 10.0 NAVD88
= +12.38 MLW)
Z N /
/
- -b
OPP. CHANNEL
HWL
PROPOSED SITE PLAN
SCALE: 1" = 30'-0"
GRAPHIC SCALE IN FEET
30 0 30 60
GRAPHIC SCALE: 1 "=30'
N
MAGNETC
1646-153
CORRIDOR �\ \
1 �
TIDE STATION - AIWW WRIGHTSVILLE BEACH, NC
10.0
5.O
- MHW EL. +1.42' NAVD88
0.0 0.0 NAVD88 o L:.1
l Oq o
i MLW EL. -2.38' NAVD88 �
-5.0
RECEIVED SURVEY BY: HANOVER DESIGN SERVICES, P.A.
ENTITLED: EXISTING CONDITIONS FOR
APR 2 9 2015 MR, and MRS. JOHN R. CLARK
LOT 8 CEDAR ISLAND
r �k� s�I�4 cI1Y DATED: DEC. 9, 2014, FE5 3,201 5,
4 FEB 12, 2015
z
0
a
w
o
�
�
J
rN-
4
w
�
aCQ
'3
1 N
W
t�1
c6
0
0
0
_. W y T ,q
z m N M E
Qw'ZeQta m 8Li.
F Z Cn 00 LL. = i
z C3 Gi N e•I '� a
QZ >VN1� d
�WQZC�Cy (D E
r 6 N c N N= Z
= z 2!O h N c
jxrt%mm w m
a M M :; r
�N as £��
Nzoa�i-anaa�
t�vp 3 E
Ga � Lt
z
mew
W = Z
NOZ
Mm
V I H
U)
Z
w
WW
0)
qT
00
t ♦
N
-
W
LL
Z
W
Z
s�LQZo
L.I.
U�v_)U
C00WQx
oqa:
a:ao
W
CL
V00
Z
�C
vV{
C
Z
Q�\
Z
Q
( j
V
+�
.L
J�
W
>j
D
m
J
Z
SEAL
FOR PERMIT
NOT FOR
CONSTRUCTION
DESIGNED BY: JRT
DRAWN BY: HWL
w
QUALITY CONTROL: JRTT
c
SCALE: AS SHOWN
0
c
FILE NUMBER: 7328.00
r
DATE: 03.12.15
EXISTING AND
PR RE
EIVED
is
IL
INGTON, I
0 20151
SHEET NUMBER: �
PH.II - S1
®
OF �

ZS ll' id
:a3arm 133HS
Ors `NOI- NIMM vioa
CD :-03a #
I
51°Z L'£0 :3lva �
00'SZ£L :aewnN 31
NMOHS SV'
ld� x3airaoa Ainvnb
-IMH
18r :As a3W�3c7
QI13ndJLSNO
a03 ION
I1W?]3d 80:1
i
1
f
s
Z Q
z c
A
00 ^
4 ♦♦
m TA 20
Z OQ ,.I �4 d tb Z -C-i
c N N Q
3 (D WWZvm3
cs� NW" zZ
x 3s mZ
�3 Wm
w � �
w
-i
N
o
A
M
o
-n
m
m
Lo'!
zl
91019 1 ddd
a (13A1303d
«0 E _ .Z/ E :31VOS
H31d a3X13 - N O 1103 S
rn
rn Z
Ox
urw
rn
.'
S318VA 3Nnann
'1SIX3 'XOHddV-
O'0 .0—.9
® S3lld 838WLL
'VIO .01 Td-
S1n08 'AlVO
0«8\S (Z)-
dva inds
8Xz '1'd (Z)-
ONIOV'88 ?l38WLL
'9XZ '1'd (Z)
M114 09•£+
" o MHW-XOdddV
o SSS°ZH SdM 3NV3RWnH
S3LL-9NOHLS NOSMIS
o
NVdS XVw .01 -
O'0 .9E ® SISOP
S83Hlo A8 838WLL 9xZ 1•d
W31SAS MNIHLS V3
11V210aVn9 1V SM383S X030 000M
ass 91£ .£ X 9# (Z) /M
ft)w0 d38WLL 9Xz 'L'd
'0'0 .0-.£ 0 S83HSVM
V S1108 0.9/9 (Z) /M Slid
133HS 01 831VM 133NN00
-S/` 33S -
3lld 133HS IANIA M3N
O.ws Sv S1108 0Vl
NOLWH1SN00 301AO8d
ZS/ L 33S - 831VM
(3015 d31vM)
30VA H8 M3N
N
I
0
(301S a31VM)
ova(-AIVO
311d 133HS 'V3 Q S83HSVM
v 'sim `1I08 O..Z/ 1 (1)
83'lVM a8V08Nl 8XZ
ZS/ 1 33S - 31401S U311I3
,2, 3d ll
'SdIN *'9 E -40 '
(0'Z = 93) 0v01
3008d 31VWLLIn
301AOad -
iva }sndLLVrid N — —
0lyr)jOOl`
0�07*0uj, Qb
F
SSvw HSaVW
zs
a35f1 1ON ti
.0-.1 = «Z/ L :3-lvos z s
ad3 HN- ns -IAN IA - M31A NV-1d £
Slid M3N V OOd Slid M3N v OOa
MOHONV M3N 80HOW M3N
xvW SOON 80HDW
«0-as N33M138 1108 39VINW3 0.*/£
'XVW
«0_E ZS/ 1 33S - S311d M3N
1 ZS/S 33S
I - 33ndS
1
ZS/9 33S --
,Z. 3dAl NOHOW
0
ZS/9 33S C. 3d U HOHONV
«0 t = «Z/ 1 3lVOS
',� �I O H N w' ; -11 VJL3 CI
Z, 3dAl
ZS/ 1 33S -
00a 3LL/dOH3NV
y . ZS/ I. 33S - w
— — — — — — — OOa 3LL/SOHONV Q
cX
a3HSVM v LnN /M '/AIVJ (AES/Z NVId 33S '0'H «8-,OX«8X«8/ S �J 1
o 0)
z
M
i:*
HOHONV 3080NOO
CD
0_
m ano
rn 'M'3 9# (9) «�
..0 1 = «Z/ 1 :3lVOS
1-11S HSHVPq - N011.03S
ii •
• •i
o"1iifi i#�•i�� ..• �•,f. i '_" �.�,• � ��= ���• ��L �• i �� �• '•►•�• ;..���+ • .�,�,..._.. �.-._�_oti-� S�:�r�.,!„r �ia ♦. �- •
j(� ,, •���-�,2r,•,.-o._rr�f. �•.����r�•��Sr�. sr�a.���rr��:!=i+���C•��.1.' �.X� :_i��:".,•� :-.'�: �:��•� ��ii�...r- :•���ii �•:i:��:`:iYi_� �I `�1�
��.• •• ,. '"t ♦ ..i-, �. .t .•- • -ems•-.r...��r• s..� •-•�.r � ••=�>�� •• �� ���r �`i �_ �• �ii -e.•.i�..ii.c,
-♦ j•� r'i •• err a.�xr �� r• .�. •..•� •irri•_..v. .� • �..:... • y.- - i .�• �t .i ��` �.� ••. i,-..-. .••",^. •• ••�._�+`.-�-i.-. • e• • -r. i_: r�r���ai'r i`r�t � �:• '•►i �r;i ��:r`iri. •i=- •.r:r• ur..• f
a=„��a�r.. .�.•��r�r..�i. •�r;�ftii.� rw��a�..��r.�...rrr�e; i� .was... r � _ .`.�.� a�.�..-'•-�-l��r«�`-d._S!.,+iy��� ir�!!_s�.:.l
L�! S�l�.�.-1 •��J.'�=���..: ��yr ��ra���.�i��•�.i��... �:�,Cr�G�: �:.r � • •s''�is. .�. r• •ter-r.r• .�.•r%.. �. r.��.�� fir• •:��_ . •..��a
. r aw.o..s.r�_..r._ iZ.:•�-••�����!.�•-�.�..•�•.•:.-r_-'Y. � ��-_r..•.: •.�.••.�-..r..�.-•a.,:-__ -_. ..Y.'4a.•c,•.`. r}.. _
ZS/ E 33S -
0V3H}nn8 Ol 3l1d
�- ONIHOV11V 1108
ZS/1 33S -
dV0 OND1030
ZS/9 33S -
. E, 3dAl 80HONV
RECEIVED
APR 1 a 20b
t�t�=►BAH al#
L, 3d ki
Hswvm v inN /M AIVO
. .H «9-,0x.9x«8/9
SOHONV NGUO,. 313HON00
183A '3'0 «0 E ®t#
'ZHOH '1NO3 (t)
MIW 0'0 'XoNddV
ZS/ 1 33S -
OOH 3LL/HOH3NV
0
:31VOS
31tl1ci N011[33NN0O
301`Ids H31b'M - M31/\ Nd1d
'833NION3 P40W IVAOdddV
N311JHM /M 3lld 9Ni)l ® 30ndS
dVl 1IV 3Sn AVW 8movNiNoo
'Aldo 'O'H TIV - SIM 30ndS
V 0V3H 830Nn S83HSVM V
S11oe 0.9/s W /M 'a v •1
HiaiM a3lVM X «6 X ..9/£
r_ "s
«0 1 = «Z/ L :31VOS
-11VM 1N3 WJ-3A3H cWtid IN - N O 11E33 S
3031d Had Z Ol a E 3NOIS
W31SAS OV3HDIlnB ONIO038 30 N3XV1 «ZL «0-.Z
H38WLL '1SIX3 -r'� � 31881V3 NOLLVdVd3S�SEW
f .------ -- - - -- - ---
'nu ws
�/x �j' O3L ovdwoo
MIN 09'£+ _
MHW 'XOH db s
E
Q 'XVW .0-.0 L
------------------------- ------ - s
03AO1438 AInVLLdvd 38 _
Ol -nvM H38WLL v llos
S318VA 3NnanW
-'1SIX3 'XOHddV
MIW 'XOaddV
l
('13AVH0 80 3NOlS3Wn)
dvadIO lH Z SSV100ON
«0 l = «Z/ L :31VOS
CIV31-1>1-ins 1ANIA a3SOdOdd - N01103S
Drn z
X D
M
to 00 (n =
S
M n rn n
rn
rn
.X
To—.z ?
ONnid 133Hs -UNLA [
,i
W3LSAS ' [
0V3HNnn8 s3enLL '1SIX3 ' I
I '#
S3IId 133HS M3N °1SIX3
N33M138 -M - 3NOIS
d3LlU L9# NO LS# [
Siam v 'nouo8
`dol - SdVI 3003 I
',a /M OIH8V3 30VNIV8O }
3o a3AVl snonNLLN00
(NMOHS . t, 3dAL)
/ ZS/6 IlVl30 33S - HOHONV
83M 133HS
NO 031IVlSN1 V MIN
31\08V «9 ® -0.0 «0—.t ! ¢
® SUMU 13P o.ii(Z [
OOH 3LL 'A-lV9 '0-H 0.9/g-,/
I
318V1 831VM
ONnO80 3A08V %96 01
-nU 30VHOMS lOVdW00
30V80 1.SIX3 'XOHddV-�Y-�
1N3S38d 383HM `0.038 SV «Z �Z
133HS V `S3Ild `SdVO a38WLL
ISM 30 +.0-.E d0.1 --MO 11713
® S1108 oz/ L (Z) /M
83lVM 0HVOSNI 9XZ 'l'd
RO .oz
w o
m
w o
m
m
g
t�
Z
,J
i
a)
rn
'3'0 «0-,9 0 9NOl
;,O-.SZ `S3lld 0«Z E
3,Q,.o—.£ ® S1I08 naHl
30V188VO O.Z/L (Z) /M
0V3HXIn8 of HOV11V
- SNMVM 9X9 1'd
I «9 HO3 311d HDION
H3HSVM
3300 AlV9 '0'H /M
NIV9 «9-•0X«9Xj( I
83IVM
nmi S1108 MSS3338
o.9/s /M 0V3H)In8
Ol S311d HOV1.1V
SdVO 30 W01108
383A - 83NNn8/d3lVM
of SM383S (9)
SM380S DOOM 'AIVJ «£ X
9# (Z) /M S83804LL dVO
..>i030,. (dn 3ais NHVB)
dVO 838W'1 LL 9XZ 'd
H
MIN 0'9- n3
1d30 30Q3d0 NOIS30
MIW 'XOHddVw
_MIW 09'£+
MHW 'XO8ddV
30V80
o� '1SIX3 'XOdddV