SW8040919_Approved Plans_20060801

sly
IOU' v LE ikl
DIVISION OFW QUALITY
(f
PROJ #

ONLY S(#VMW­ASPHALT A(M ARE ACCEPTABLE CQMWr0R SHALL POWSH NOVOT &
omen WrN APPRowo Aw www FROM Awwr suppLer cavrRAcmR's suPPLER sw
EMPLOY A CENnREV ASPHALT Aimr rww=N m PERFORM awffy cowoi apauToa
AND AMMES AS REGUND BY NOWT QftffY CONTROL PROGRAM.
THE B SMU PROVIDE A CERTIFIED QNS R040WAY MWC44N AT ALL nm vuRm
PLA61111mr OF As%ux =&W-MIN S44LL PERFORM ALL Y07M AND WCUMENTAWN AS
REONRED BY ACWrS Q&1AL/7Y CONTROL PROGRAM
RI
8,
SHOULDER
NUNN SWALES BETWEEN STA. J+00 AND STA. 8+00
W NOT COWVM# TO THE LOC4WN AND OWTH $MOWN
IN 7NO DETAIL. SEE GRADING PLAN & PROMO FOR RE-
GURM OEM AND L=W1V OF SWALES IN THIS LMWM Rw 112
j 1 V16
C/L
rF ?W . pQq P54 COiVC. , :,4
.501 od d
AT OF WAY
20 60 60
PAVEMENT SHOULDER Curb & Gutter
7 NO SCALE
"Wnt W-4
I so S. USeoly)
6-
Morada Bay Drive - Sta. 0+00 - Sta. 11+50
C/L
1
500
RIGHT OF WAY
I
4, 2, 20 2T X
j, 4'
SIDEWALK PA ENT SIDEWALK
4e P FT 2"
CURB & CURB &
GUTTER GUTTER
/ 415' SF915
All Others
AS REQ'D
1 1 V160
-4 R- I
�.SO.Oq FfSI CONC.
3' LENGTH
B
B
-V SIDEWALK
Q fo DAYS
77
24
A
.0
Valley Gutter'
FF
`%'�i N O�. 5
0 80 O.C.
NO SCALE
N=
TYPICAL SWALES SHALL HAVE 3:1 SIDE SLOPES.
VEGETATIVE STABILIZATION WHERE SPECIFICALLY INDICATED, SWALES SHALL
PER SEEDING SPECIFICATIONS HAVE 5:1 SIDE I SLOPES.
--lien I I I I I I T_
-V MIN
i 3' LENGTH 4! SIDEWALK 6'
CONC. CURB 6 NO. 5
GUTTER 08 111 O.C. 31000 PS 4' TYP. OR
so , CONC. AS SHOYM '
ASPH\\ wl I ON SITE PLAJ_A
1111111111,I]R21. MIN 11 'lip �:�OYI
5.25"
Qft *Lvrt 2. N 3,000 PSI
CL"88 STONE 4w CONC.
SECTION A —A SECTION B-8
Flume Detail
NO SCALE
LINE CENTER OF SWALE W/
SOD (PINNED TO PREVENT DISLODGEMENT) vir
YO
BOTTOM. WIDTH (8)
B-0 FOR 3:1 SWALES now
8=3 FOR 5:1 SWALES
NI*P' SOUTHARD
Swale Detail BK 8J6, PG 89
Street Cross Sectionst IVV JV
NO SCALE NOTE:
DRIVEWAY CULVERT INVERTS
DA WD LEONARD SHALL MATCH DITCH GRADE.
KILLIAM B. HARRIS BK- 515, PG. 401 & 40J SEE PLAN PROFILE SHEET 3.
BK- 339, PG. 247
SOON j 9ELL LANE TEL
Pa
70 DEBORAH SWAIN pk 7+5U C�
()+00 �z pipE PE
BK. 527, PG. 394 DOUBLE
IXTI
M
xTEND
CA
PE
nr
yir . ...............
*
15
DA
M Jut
"or
to DA
eg ri� 5
TEMP
TRAN
'E 1S5
T- 7,
2,16 OE uM
-Dist
OHP Sod
S48410
URB
OHF
OHF
0Hr
FES
0HP
15" RCP
OHP
P
7,
USE aASS FOR STRUCTURAL itp STONE AND PAY IOR RAP THE CONTRACT UNIT
PRICE PER SQU4FE YARD OR PER TON PLAIN
RIP RAP, CLASS 1,
USE NO. 5 OR'NO. 57 STONE MR SEDIMENT
CONTROL AND PAY FOR AT THE CONTRACT UNIT
VPRICE PER TON 5DIMENT CONTROL STONE.
0 R /olo.
DO NOT USE SWINENr DAM IN A LIVE
STREAM.
rn r101x70' SIGHT TRIANGLE REA40VE STORAGE AREA S ACCLMUFULLLATED SEDIMENT WHEN
I
V
"0
R& SMAN 100
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
SODDING
MULCHING
RIPIRAP-LINED CHANNEL
SOD -LINED CHANNEL
LEVEL SPREADER
OUTLET STABILIZATION STRUCTURE
am
EXCAVATED DROP INLET PROTECTION (TEMP)
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK & GRAVEL INLET PROTECTION (TEMP)
TEMPORARY SEDIMENT TRAP
SILT FENCE
_sf
ROCK DAM
V
CHECK DAM
-4-
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
PIPE LABEL
99A99
PROPOSED SWALE
REMOVE EXIST 18 It CMP
11CHA RD BAYLIS SM TRAP jj LO
LENGTH-25' RRs #s AND REPLACE WITH 36"
< 543, PG. 446 VADTH-9* CL
RCP 0 1.00%
DEPTH-4�
C�L
—4
CONNECT TO EXIST. V 8.95,
J BELL LANE L
1!:" R/
15GO
" D. W.
PIPE PROP. 30' Q� I
C,
DRAINAGE
- ' _ _ .=•=='- -V a 77' EASEMENT
. . . 404
WETLANDS
FES
Ily INV-11 .16 i M TRAP #I
Bogue Sound
LOCATION MAP
NOT TO SCALE
P.S.I. CONCRETE W"WED _jf�
Alp R-
r:7171 7*
hVRTH1 C.A190UNIA ENIRIONIVIENMAL
MIANAG E11101 E N-1 T CO MMUSS ION
MION
2e— T DAVI 1OF WATER, QUAUTY
Spill Type Curb & Gutter
NO SCALE
LOT 1, BLK. 8
Al 0 19 0/-% of
X
CIZ10 LENGTH-3e TF
J,
DEPTH-4! PUBLIC
00 L0
p
0
C-1 M
II
FES
ISOLA TO ��-20' D
DEPTH-4 WETLANDS 9pt4CE
?A INV I
DiS�'S
FES f RRSC #3
INV­11.56 s
X
1709
N
LENGTH-34l
175xr TAN WEEKS DEPTH-4'
IV
" ell
78 1, PG. 814 ::Z�
CtYY
'1.
T
-X16-44
Q
V_
Iw.
L-94.5 L=14
pi R-310. Rm3l 31
6-17"17
6-27
T --CMTROL Ell --%
X18. 7
H
L
r q
W -)
W
to 0
cr cr_
LA_
M
Lj da
00
0 Li
20
W
W
REVISIONS
Sept. 15, 2004 Per Owner
Sept. 28, 2004 Per WCWC
Sept. 30, 2004 Per Land Quality
Oct. 24. 2004 Per NCDOT/Owner
Oct. 27, 2004 Per NCDOT
Nov. 8, 2004 Per WCWC
Nov. 22. 2004 Per Stormwater
Jan. 11, 2005 Changed swale lining
from stone to sod
Feb. 28, 2005
Miscellaneous
June 22, 2005 Revised Notes
(Disturbed Area)
1.2
(0
0)
Lf)
00
Uj
E
0
0
U_
U
Z
>:
4—J
W
�e
W
90
E
r-
.0
-5:
moo
0 1
0
U
0
fo
a In
Lu
LU
0
4-J
M
L;j
DO Z
U
0
RAMP
14
0
411
now
3*0*
L EON WEEKS
Lli
BK. 781, PG. 81,3 0
C�j f N
Q
EROSION CONTROL NOTES
14-
1.
Sediment control devices and structures shall be installed,
0
maintained and amended as needed to provide effective
control of accelerated sedimentation until the contributing
watersheds are stabilized.
2.
Construction Sequence:
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
B. Install stabilized construction entrance(s).
C. Silt fence shall be Installed at edge of clearing where so
indicated, on all down slopes immediately after area is cleared.
Silt fence shall be maintained until the area Is stabilized completely.
o
D. Construct drainage swoles and sediment storage devices. Install
storm drainage piping.
E. Immediately seed, mulch and install liners.
F. Maintain erosion control measures as needed to assure
full functionablility.
G. Place CABC over compacted subgrade. Install asphalt
surface course.
H. Reseed and mulch shoulders and ditches. Install liners on
all swoles (and provide ground cover on all exposed slopes.)
I. Seed, fertilize, and mulch all disturbed areas within 15 days
of completing any phase of the grading work.
J. Permanent groundcover for all disturbed areas within 15
working days or no more than 90 calendar days following
completion of construction.
CU
K. Remove all temporary devices after permanent groundcover
U)
is established.
0
3.
Seeding Specifications
Apply lime and fertilizer and work into 4-6 inches of soil. Seed
mixture shall be distributed uniformly and covered with a clean
straw mulch. All mulch shall be crimped or asphalt tacked to help
hold in place. Material and application rates are as follows:
Ma cation Rat
rial
Lima 1000 lbs./ac.
V)
0
Fertilizer (10-10-10) 800 lba./ac.
Mulch 1.5 tons/cc.
t
Permanent Seeding
0)
CL
Common Bermuda
(Unhulled Sept. 1 - April 1) 100 lbs./ac.
(Hulled April - Sept. 1) 75 lbs./ac.
CL
"Rebel" Fescue 50 lbs./ac.
Rye Grain (Sept. 1 - April I only) 50 lbs./ac.
German Millet (April I - Sept. 1 only) 50 lbs./oc.
TeM02rary Seedin
C
a
Dec. 15 - April 15
Kobe Lespedeza 50 lbs./ac.
C
Rye Grain 100 lbs./ac.
April 15 - Sept. 1
German Millet 40 lbs./ac.
Sept. 1 - Dec. 15
Rye Grain 100 lbs./ac.
0
4.
Contractor Is responsible for maintaining cill erosion control
measures and amend measures as required to prevent
accelerated erosion from taking place on this site. Contractor
inspect all erosion control devices after every rainfall event
repair, remove accumulated sediment, or supplement measures
may be necessary to prevent erosion & retain sediment on site.
5.
Once all areas have been stabilized, contractor Is to remove
0,
temporary erosion control measures. regrode, & mulch to
L_
n
6.
restabilize these areas.
For additional requirements, see the approved erosion
and sedimentation permit.
0
R/W
6-
THICKMIN.
NSFWTILE
SECTION
112' MIN.'
(SEE NOTE)
PLAN MEW
Construction Specifications
1. Stone ste - Use MSHA size No. 2 (2-1/2* to 1") or AASHTO
designalon M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushedstone.
2. Length - As effective, but not less than 50 feet.
3. Thicknes - Not less than six (6) inches.
4. Width - Not less than full width of all points of
Ingressor egress. Minimum of 12'.
5. Washing- When necessary, wheels shall be cleaned to
removesedIment prior to entrance onto public right-of-
way. wen washing Is required, it shall be done on an
area stbilized with crushed stone which drains into an
approW sediment trap or sediment basin. All sediment
shall beprevented from entering any storm drain, ditch,
or watwourse through use of sandbags, gravel, boards
or othe approved methods.
6. Maintenace - The entrance shall be maintained In a
conditic which will prevent tracking or flowing of
sedimen onto public rights -of -way. This may require
peritodictop dressing with additional stone as conditions
demon4ond repair and/or cleanout of any measures used to
trap selment. All sediment, sphlid, dropped. washed or
trockedonto public rghts-of-way must be removed
immodkely.
Temp. -Construction Entrance
NO SCALE
"ILlAfv WttA",:, Ton-7-5. 141
BK- 781, PG. 814
.W., Lzc
RAMP
h
ULTRAVIOLET RESISTANT (BLACK) MRIF! Pit,
FABRIC OR EQUIVALENT SECURED TO HARE
VITH 12 GAUGE 4*Xe OR rXe WELDED WNW HOOKED ONTO CENTER. METAL CUPS OR VARE AT 8" OFF lEl SIN
FLOW PREFORMED CHANNELS ON METAL POSTS, OR FA
STENED
TO CEDAR OR 101100D POSTS %1TH Na 8 STAPLES.
MAXIMUM SEDIMENT STORAGE LEVEL REMOVE
• SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY INSPECTOR.
.000,
14v
7rP
1:)w Nos:
rjy C4• ACV
A
_ xE f ,..
%j
CZ
%
�gr L)
W
Sediment Trap Detail
<
NO SCALE NATURAL GRADE Aq Z, :3
•_mwa WITH SOIL AND rAup aArwriti LIJ 0
EXISTING ROAD
CARRY 60 OF WAREINTO TRENCH. J.
2' MINIMUM CARRY APPROX 12* OF FABRIC INTO TRENCH WV 0
0
METAL, CEDAR OR 4'Xe TREATED WU_OOD POSTS AT a'
OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
BE 3' DEEP MINIMUM. 0
J •
0 0-
<
a.
CL
4
O 1
Silt Fence Detail n6:::::::: Of 0 0 CL
4 rn Of 91
NO SCALE AT
Si
91-
sip1S0
TH C-3AR01 0
A I Z C
0
NOR INA
See Scherlillp MAINJMl
0, D&
DAVID SEKEL Y
See Schedule
8K 874, PG. 46
D
NOTES:1)
PLAN VIEW
OWNER AND DEVELOPER:
INLAND PROPERTIES GROUP, LLC
Poll
D
am
2894 BELGRADE—SWANSBOR0 RD.
MAYSVILLE, N.C. 28555
910 —743-6070 R
2) PROPERTY IS ZONED R20
3) PROPERTY IS PRESENTLY WOODED/AGRICULTURAL
11/2 D
4) REFERENCES:
RIP RAP 1/3 D INSTALL GEOTEXTILE
M.B. 30, PG. 337; BK. 1026, PG. 406
_BK.
(TYPE PER FILTER FABRIC UNDER
RIP RAP SCOUR PAD SCHEDULE
BK. 1026, PG. 408; 1036, PG. 457
PLAN) RIP RAP
5) PIN #s:
SECTION VIEW
6305-03349521; 6305.01358174; 6305-03345465;
6305.03347477
Sized using NYDOT
Dissipator
Charts.
6) 404 WETLANDS ARE PRESENT AS INDICATED.
I D = INSIDE DIAMETER OR WIDTH
7) PROPERTY IS LOCATED IN ZONE X PER
Of CULVERT
VELOCITY
LENGTH
WIDTH
TY E
MAP 3720630500J, EFFECTIVE DATE: 7-16-03
2. MINIMUM 5TONE THICKNESS TO BE
RRSP # (fps)
ZONE
(feet)
(feet)
S,g NE
8) TOTAL TRACT AREA = 9.73 ACRES (SECT. 1 INCL. .W.)
TWO TIME5 SPECIFIED STONE DIAMETER.
1 6.6
2
9
5
C B
9) TOTAL NUMBER PROPOSED LOTS: 11 (SECT. 1 ONLY)
2 10.5
3
20
8
C I
. ....
10) LOTS SERVED BY PUBLIC WATER (WEST CARTERE' WATER
3 5.8
2
12
6
CT-1
CORP.) AND PRIVATE WASTEWATER DISPOSAL S r�-'fEMS.
Rip
Rap Scour Pad
4 10.5
3
20
10
C i-j, I To
11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION''- PROVIDED
NO SCALE
5 10.5
3
20
8
C I IT
BY OTHERS AS INDICATED. ELEVATIONS RELAT."JE TO NAVD 1988
12) DISTURBED AREA = 7.8 AC
DRAINAGE PIPE CHART
4,j YOJ qE-i "N A F3 Q1 A
�_h U-1 I1W
<
AREA Q10 DIAMETER
PIPE (acres) (cfs) (inches)
VIA" 0.29 0.87 18"
11BIV 43.0 56.7 36"
11C11 5.63 16.9 2411
OUTLET
GRADE LENGTH VELOCITY
(%) (if) (fps)
1.00 77 —6.6
1.00 40 10.5
0.50 48 5.8
Uj
Z
Al
Dly 86.2 85.6 2-3011
If Area <10 Ac If Area > 10 Ac
Q=CiA Q= 2 8 1 x DAB
tc=S min. where DA=A/640
i10=7.50 in/hr.
1.25 48 10.5
RCP = Reinforced Concrete Pipe
LF = Linear Feet
FPS = Feet per Second
0
01
X
Uj
C E- T
SEP -1 G" 2 0 0 5
C=0.40
NOTE:
1. Contractor shall use NCDOT approved
RCP or CMP for all pipes underneath
NCDOT and/or Private roadways.
2. Contractor may use NCDOT approved RCP or HDPE (2 wall) in all other areas
including driveway pipes.
OWNER/DEVELOPER:
SURVEY & BASEIVIAP BY:
SCALE:
1 60*
INLAND PROPERTIES -GROUP, `LLC
ALAN BELL SURVEYING, P.A.
DATE:
9/5/2004
2894 Belgrade-Swonsboro Road
Maysville, N.C. 28555
(910)-743-6070
604E CEDAR POINT BLVD.
SWANSBORO, N.C.
(252)-393-6101
PROJECT: 04-0097
GRAPHIC SCALE
60 0 30 60
1 1 1 1
120 240
1 1
DRAWN
BY: JC/DKN
SHEET
1/5
IN FEET
1 inch = 60 ft.

S0'
RIGHT OF WAY
4' 3' 2' 20'
SIDEWALK PAVE ENT
`+4:1
4" P
CURB &
GUTTER
titreet cross
NO SCALE
R•=112,.
3 1 V16"
—77
:. .3000 �P51 C014C.
iik, 28 • DAPS
,
'd
24"
NO SCALE
2 ' 1 3' 1 4'
CURB
/1.5' SF9.5
r
4"
AV
.. �■..
DEBORAH SWAIN
LOT 1, BLK. B,
M. B. 15, PG. 2
R 15M (SINGLE FAMILY MOBILE HOME)
DI,LBN9�'J�
30' DRAINAGE EASEMENT
N
MORADA BAY ! �"
PHASE I
W
r.---ORADA BA_
XI T, _-•
E _..
fi
CON SE 110 p5
BEM ,
11ANE°U5v( �
0)
O
O
U-)
�---
O
n
Cn
l
I
04-0
6
N
U)
a
m
°
DRAINAGE PIPE CHART
O
OUTLET
O
AREA Q10 DIAMETER GRADE
LENGTH
VELOCITY
0
PIPE (acres) (cfs) (inches) (o)
(if)
(fps)
N
"E" 13.5 28.5 2-18" 1.00
48
9.5
-U)
If Area <10 Ac If Area > 10 Ac
U
Q=CiA Q=281 x DA593 RCP
= Reinforced
Concrete Pipe
.O
tc=5 min. where DA=A/640 LF
= Linear
Feet
~`
i10=7.50 in/hr. FPS
= Feet per
Second
O-
C=0.40
NOTE:
p
1. Contractor shall use NCDOT approved RCP or CMP
for all
pipes underneath
NCDOT and/or Private roadways.
Q)
2. Contractor may use NCDOT approved RCP or HDPE
(2 wall)
in all other areas
O
including driveway pipes.
12 GAUGE 4"Xe OR 2"Xe WELDED MARE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS WITH NO. 8 STAPLES.
Nt 30' DRAINAGE EASEMENT
ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURED TO MIRE
WITH METAL CUPS OR WIRE AT 8" OFF
CENTER.
• MAXIMUM SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL iS REACHED
OR AS DIRECTED BY INSPECTOR.
.� �■ �Ifl NATURAL GRADE
'n COVER MATH SOIL AND TAMP BACI(FILL.
CARRY 6" OF VME INTO TRENCH.
-- CARRY APPROX. 12" OF FABRIC INTO TRENCH
METAL. CEDAR OR eXe TREATED WOOD POSTS AT 8'
---- OFF CENTER MAXIMUM. CEDAR AND WOW POSTS SHOULD
°BE V DEEP MINIMUM.
i5
DAVID SEKEL
BK. 874, PG. 166
R20 (SINGLE FAMILY HOUSE)
RIP RAP SCOUR PAD SCHEDULE
Sized using NYDOT Dissipator Charts.
VELOCITY LENGTH WIDTH TYPE
RRSP # (fps) ZONE (feet) (feet) STONE
6 9.5 2 12 10 Cl"B"
TYPICAL SWALES SHALL HAVE 3:1 SIDE SLOPES.
VEGETATIVE STABILIZATION
PER SEEDING SPECIFICATIONS
WHERE SPECIFICALLY INDICATED, SWALES SHALL
HAVE 5:1 SIDE SLOPES.
4' MIN
NMt
AS REQ'0
1
LINE CENTER OF SWALE W/
SOD (PINNED TO PREVENT DISLODGEMENT)
TH
BOTTOM WID(B)
B=0 FOR 3:1 SWALES
B-3 FOR 5:1 SWALES
THEODORE MILLER _---`
BK. 733, PG. 138
RA (AGRICl/L TORE)
E.
STEVE STROUD
BK.
820, PG. 353
R20 (WOODED)
EROSION CCNTROL NOTES
1. Sediment control devices and structures shall be Installed,
Material Application Rate
maintained and amended as needed to provide effective
Lime 1000 lbs./ac.
control of accelerated sedimentation until the contributing
Fertilizer (10-10-10) 800 lbs./ac.
watersheds are stabilized.
Mulch 1.5 tons/cc.
2. Construction Sequence:
Permanent Seeding
A. Notify Engineer, Owner and Land Quality Section prior
Common Bermuda
to beginning construction.
B. Install stabilized construction entrance(s).
(Unhulled Sept. 1 - April 1) 100 lbs./ac.
C. Silt fence shall be installed at edge of clearing where so
(Hulled April - Sept. 1) 75 lbs./ac.
"Rebel" Fescue 50 lbs. ac.
/
indicated, on all down slopes immediately after area is cleared.
Silt fence shall be maintained until the area is stabilized competely.
Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
D. Construct sediment storage devices. Grade streets, includinginsiall
German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
swales. install storm drainage piping and outlet protection.
Temporary Seeding
E. Immediately seed, mulch and install sod liners in swales..
Dec. 15 - April 15
F. Maintain erosion control measures as needed to assure
Kobe Lespedeza 50 lbs./ac.
full functionablility.
Rye Grain 100 lbs./ac.
G. Place CABC over compacted subgrade. Install asphalt
April 15 - Sept. 1
surface course.
German Millet 40 lbs./ac.
H. Rreseed and mulch shoulders and ditches. Install liners on
Sept. 1 - Dec. 15
all remaining swales (and provide ground cover on all exposed slopes.) Rye Grain 100 lbs./ac.
I. Seed, fertilize. and mulch all disturbed areas within 15 days
4. Contractor is responsible for maintaining aiil erosion control
of completing any phase of the grading work.
measures and amend measures as required to prevent
J. Permanent groundcover for all disturbed areas within 15
accelerated erosion from taking place on this site. Contractor
working days or no more than 90 calendar days following
inspect all erosion control devices after every rainfall event
completion of construction.
repair, remove accumulated sediment, or supplement measures
K. Remove all temporary devices after permanent groundcover
may be necessary to prevent erosion & retain sediment an site.
is established.
5. Once all areas have been stabilized, contractor is to remove
3. Seeding Specifications
temporary erosion control measures, regrade, & mulch to
Apply lime and fertilizer and work into 4-6 inches of soil. Seed
restobilize these areas.
mixture shall be distributed uniformly and covered with a clean
6. For additional requirements, see the approved erosion
straw mulch. All mulch shall be crimped, or asphalt tacked to help
and sedimentation permit,
hold in place. Material and application rates are as follows:
o
RESERVED BY OWNER
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
SODDING
O
MULCHING
O
RIPRAP-LINED CHANNEL
SOD -LINED CHANNEL
C4 a c:*
LEVEL SPREADER
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK & GRAVEL INLET PROTEC11ON (TEMP)
13
TEMPORARY SEDIMENT TRAP""
SILT FENCE
sf
ROCK DAM
CHECK DAM
-►-►-
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
PIPE LABEL
09A99
Bogue Soured
VICINITY MAP
NOT TO SCALE
V LENGTH
4' SIDEWALK
6'
BQ-,
I I I I I I
a
Z
0
I� .1J�,•
I I I I I I
C• �
A `
nT^ 3
�Alg :
I
I I I I I I
I I I I I I
L
A
Q
Vol
I I I I I I
6'R
6 NO. 5
CL"B" STONE
Q 8" O.C.
3' LENGTH
4' SIDEWALK
6'
CONC. CURB
elm GUTTER
6 NO. 5
® 8" O.C.
1 3,000 PSI
CONC.
5"
I AS OWN I
ASPH
rl
, ON SITE PLA�,�•
OPEN
5.25"
8xpF'E
2.57i SLOPE
A
3.000 PSI
4„ CONC.
CL"B" STONE /
SECTION A -A
SECTION B-B
Flume Detail
NO SCALE
REVISIONS
Nov. 9, 2004 Per
WCWC
Nov. 9, 2004 Per
Land Quality
Feb. 28, 2005
Miscellaneous
June 22, 2005 Revised Notes
(,Disturbed Area)
July 12, 2005 Extended watermain
around cul-de-sacs per WCWC
,C_
I
N
W
00
N n
W
'�
Up
r-
v
C
.�
O
..
LL
V!
O
N
V
�
W
�
z
>=
�
�Y
30
O
O
O
L
M
0
O I
L17
(
V
.>
W M
...�
LLJ
IL` O
m
0
v
4
M
P
.>
DD w
M
L�.
U
U
O
a
STRUCTURAL STONE -^' z'` :u: SEDIMENT CONTROL
• t '�
NOTE., r .4J STONE
USE CLASS I RIP RAP FOR STRUCTURAL �''4 '
STONE AND PAY FOR AT THE CONTRACT UNIT • „ y {{.,
PRICE PER SQUARE YARD OR PER TON PLAIN .. c:rr; :" �•�+
RiP RAP, GLASS !.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT • �• •. • _ �"' 44
CONTROL AND PAY FOR AT THE CONTRACT UNIT • {e • • ""'''; ..; • • y 777
PRICE PER -TON SEDIMENT CONTROL STONE ;,` . :.�•. • • •y .'" /W fy.r
DO NOT USE SEDIMENT DAM IN A LIVE t';j:'Ln:*,sr•..'+^'' y s.�`'Y'1laa.,$ ' /�
STREW.rN
P
PO
REMOVE ACCUMULATED SEDIMENT WHEN
STOR 15' AREA IS j FULL. ''' yR•=�"�
r• Q
1 ►'� 4' MA
Sediment Trap Detail- X
NO SCALE O
0 :D _j
0.4
U
See Schedule $� W
(j W
[ V
3� r� a:
PLAN VIEW
iedule
�r
< v
a: V)
._ en
Wyk 00
6_ e
\ t1/2 D
RIP RAP. 1/3 D \INSTALL GEOTEXTILE
(TYPE PER FILTER FABRIC UNDER
PLAN)
RIP
RAP
SECTION VIEW
NOTES:
I . D = INSIDE DIAMETER OR WIDTH
(n ay 1+02
1)
OWNER AND DEVELOPER:
OF CULVERT
INLAND PROPERTIES GROUP, LLC
2. MINIMUM STONE THICKNESS TO BE
meao
2894 BELGRADE-SWANSBORO RD.
TWO TIMES SPECIFIED STONE DIAMETER.
MAYSVILLE, N.C. 28555
910-743-6070
2)
PROPERTY IS ZONED R20
Rip Rap
3)
PROPERTY IS PRESENTLY AGRICULTURAL
Scour
Pad-
4)
REFERENCES:
NO SCALE
M.B. 30, PG. 337; BK. 1026, PG. 406
BK. 1026, PG. 408; BK. 1036, PG. 457
5)
PIN #s:
6305.03349521; 6305.01358174; 6305.03345465;
OWNER/DEVELOPER:
SURVEY & BASEMAP BY:
6)
6305.03347477; 6305.03.43.2345
404 WETLANDS ARE PRESENT AS INDICATED.
INLANQ PROPERTIES GR P
ALAN BELL SURVEYING, P.A.
2894 Belgrade-Swonsboro Road
604E CEDAR POINT BLVD.
7)
PROPERTY IS LOCATED IN ZONE X PER
Maysville, N.C. 28555
SWANSBORO, N.C.
MAP 3720630500J. EFFECTIVE DATE: 7-16-03
(910)-743-6070
(252)-393-6101
8)
TOTAL TRACT AREA = 465,776 SO.FT. = 10.69 ACRES.
9)
TOTAL NUMBER PROPOSED LOTS: 14
10)
LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER
GRAPHIC SCALE
CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS.
11)
ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
s0 0 30 60
120 240
BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1988
12)
DISTURBED AREA = 7.8 AC
( IN FEET )
1 inch = 60
ft.
O
�y
N
j
�
O
o
Q
�
�
w
Q'
�
o
w
W
O
z
0
0
w
,_ LLB
Ujw
Q W
IZ CL
X 0
CLCK
0-
SCALE: 1 " = 60'
DATE: 10/13/2004
PROJECT: 04--0115
DRAWN BY: JC/DKN
SHEET 1/4

C/L
50'
RIGHT OF WAY
4' 3' 2' 20'
SIDEWALK PA ENT
1 2" 1 4" PER
CURB &
GUTTER
' /L.s" S".5"
ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURED TO MARE
MATH METAL CUPS OR MARE AT 8" OFF
12 GAUGE 4"X4" OR 2"X4" WELDED MARE HOOKED ONTO CENTER,
21 3' 4' PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO AR P MATH N T
Street Cross Section -
NO SCALE
Rw 1/2"
•,'10Q0, PSI CONC.
• 0 28 • DAYS
•4. •
I 24" I
Curb & Gutter
NO SCALE
I CED OR Mt000 05TS 0. 8 S APLES
.
• MAXIMUM SEDIMENT STORAGE LEVEL.. REMOVE
4•1 � OR AS DIRECTED BY INSPECTOR.
' SEDIMENT WEN THIS LEVEL IS REACHED
,.
' I
so• '
•
NATURAL GRADE
• • COVER MATH SOIL AND TAMP SACKFILL,
• CARRY 6" OF WIRE MtTO TRENCH.
2 MINIMUM ' CARRY APPROX. 12 aF FABRIC INTO TRENCH
3 11/16" '"� METAL, CEDAR OR 4"X4" TREATED WDOO POSTS AT If
OFF CTSR MAXIMUM. CEDAR AND WOOD POSTS SHOULD
BE 3' ENDEEP MINIMUM.
a 300Q OSi CONC. R=1/ "
• ®$DAY$, i
�-- k4" -� Silt Fence Detail
NO SCALE
Valley Gutter
NO SCALE
J. BELL LANE (PRIVATE)
1
S12'3 440EDISTURBAI
138 -
_ 31
R POWVI LINE LOCA
15.6
TEMP DIV 011
LENGTH-8 '-�
WIDTH-27'
91.61 OIJ NOdjr s Y .e D R
D0, I V E
OHP
PP
MORAOA BAY
X, / �' PHASE 1I
3' LENGTH V SIDEWALK 6'
BQ�
_ � I I I I I I 18 ,•,•,.
qk I I I 1 1 1 C
1 I 1 I i � ;:::•:�;�;.
( I I I CL"B"STONE
08" O.C.
CONC. CURB I ( 6 NO. 5 ' 3,000 PSI 4' TYP. OR
GUTTER 0 8" O.C. 5" CONC. ■) I AS SHOWN ( :
ASPHe :.,• .•. ,.,«, , •.,•r� 6 aW SLTE PL,
iii iii:ii�iil 5.25" •
, i t: � 0: •. ',�q: a:: •.'. .,ail'.; ..•.. . • , ° , °
8X SLOPE 2.5X SLOPE / 4" 3,000 PSI
CONC.
CL"B" STONE ;
SECTION A —A SECTION B—B
Flume Detail
NO SCALE
EROSION CONTROL NOTES
1. Sediment control devices and structures shall be installed, Material Application Rate
maintained and amended as needed to provide effective Lime 1000 Ibs./ac.
control of accelerated sedimentation until the contributing Fertilizer (10-10-10) 800 Ibs./ac.
Mulch 1,5 tons/ac,
watersheds are stabilized.
Permanent Seeding.
2, Construction Sequence: Common Bermuda
A. Notify Engineer, Owner and Land Quality Section prior (Unhulled Sept. 1- April 1) 100 Ibs./ac.
to beginning construction. (Hulled April - Sept, 1) 75 lbs./ac.
B. Install stabilized construction entrance(s). "Rebel" Fescue 50 Ibs./ac.
C. Silt fence shall be installed at edge of clearing where so Rye Grain (Sept, 1- April 1 only) 50 lbs./ac,
indicated, on all down slopes immediately after area is cleared. German Millet (April 1- Sept. 1 only) 50 Ibs./ac.
Silt fence shall be maintained until the area is stabilized competely. Temporary Seeding
D. Construct sediment storage devices. Grade streets, including Install Dec. 15 - April 15
swales. Install storm drainage piping and outlet protection. Kobe Lespedeza 50 Ibs./ac.
E. Immediately seed, mulch and install sod liners in swales. Rye Grain 100 Ibs,/ac.
F. Maintain erosion control measures as needed to assure April 15 - Sept. 1
German Millet 40 Ibs./ac.
full functionablility. Sept. 1 7Dec. 15
G. Place CABC over compacted subgrade. Install asphalt Rye Grain 100 Ibs./ac.
surface course. 4. Contractor is responsible for maintaining alll erosion control
H, Rreseed and mulch shoulders and ditches. Install liners on measures and amend measures as required to prevent
all remaining swales (and provide ground cover on all exposed slopes.) accelerated erosion from taking place on this site. Contractor
I. Seed, fertilize, and mulch all disturbed areas within 15 days inspect all erosion control devices after every rainfall event
of completing any phase of the grading work. repair, remove accumulated sediment, or supplement measures
1. Permanent groundcover for all disturbed areas within 15 may be necessary to prevent erasion & retain sediment on site,
working days or no more than 90 calendar days following 5. Once all areas have been stabilized, contractor is to remove
completion of construction, temporary erosion control measures, regrade, & mulch to
restabilize these areas.
K. Remove all temporary devices after permanent groundcover 6. For additional requirements, see the approved erosion
is established, and sedimentation permit.
3. Seeding Specifications
Apply lime and fertilizer and work into 4-6 inches of soil. Seed
mixture shall be distributed uniformly and covered with a clean
straw mulch, All mulch shall be crimped or asphalt tacked to help
hold in place. Material and application rates are as follows:
STRUCTURAL S
NOTE.'
USE CLASS I RIP RAP FOR STRUCTURAL
STONE AND PAY FOR AT THE CONTRACT UNIT
PRICE PER SQUARE YARD OR PER TON PLAIN
RIP RAP, CLASS 1.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL AND PAY FOR AT THE CONTRACT UNIT
PRICE PER TON SEDIMENT CONTROL STONE
DO NOT USE SEDIMENT DAM IN A UVE
STREAM.
REMOVE ACCUMULATED SEDIMENT WHEN
STORAGE AREA IS j FULL.
sus snvEw ws� I
Sediment Trap -Detail
No SCALE
T CONTROL
FLOW
NOTES:
1) OWNER AND DEVELOPER:
INLAND PROPERTIES GROUP, LLC
2894 BELGRADE-SWANSBORO RD,
MAYSVILLE, N.C. 28555
910-743-6070
2) PROPERTY IS ZONED R20
3) PROPERTY IS PRESENTLY AGRICULTURAL
4) REFERENCES:
M.B. 30, PG. 337; BK. 1026, PG. 406
BK, 1026, PG. 408; BK, 1036, PG. 457
5) PIN #s:
6305.03349521; 6305.01358174; 6305.03345465;
6305.03347477; 6305.03.43.2345
6) 404 WETLANDS ARE PRESENT AS INDICATED.
7) PROPERTY IS LOCATED IN ZONE X PER
MAP 37206305003, EFFECTIVE DATE: 7-16-03
8) TOTAL TRACT AREA = 465,776 SQ.FT. = 18.04 ACRES.
9) TOTAL NUMBER PROPOSED LOTS: 26
10) LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER
CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS.
11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1988
12) DISTURBED AREA = 14.0 AC
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
I
SODDING
O
MULCHING
O
RIPRAP—LINED CHANNEL
111004
SOD —LINED CHANNEL
a) s C4
LEVEL SPREADER
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
1
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK & GRAVEL INLET PROTECTION (TEMP)
13
TEMPORARY SEDIMENT TRAP
Q
SILT FENCE
sf
ROCK DAM
D
CHECK DAM
PROPOSED'FINISH GRADE
PROPOSED TOP OF CURB GRADE
�._
PIPE LABEL
';�
A
LOTS 26-32 DO NOT HAVE
ANY LEGAL RIGHTS TO USE
J. BELL LANE AS ACCESS,
THEODORE MILLER AND CAN NOT DO SO.
BK. 733, PG. 138
RA (AGRICUL TUBE)
J. BELL LANE (PRIVATE)
* 7 S0257 21 "E DISTURBANCE LIMITS .-
TODD MILLER
BK. 557, PG. 393
BK. 962, PG. 84
RA (SINGLE FAMILY)
Bogue Sound
VTCTNTTY SAP
NOT TO SCALE
J. D = INSIDE DIAMETER OR WIDTH
OF CULVERT
See Schedule 2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
RIP RAP L 1 /3 0
(TYPE PER
PLAN)
PLAN VIEW SECTION VIEW
RipRap Scour Pad_
NO SCALE
AS REO'D
E. STEVE STROUD
R20 (AGRICULTURE)
7L0 r
t 1 /2 D
INSTALL GEOTEXTILE
FILTER FABRIC UNDER
RIP RAP
TYPICAL SWALES SHALL HAVE 3:1 SIDE SLOPES.
VEGETATIVE STABILIZATION WHERE SPECIFICALLY INDICATED, SWALES SHALL
PER SEEDING SPECIFICATIONS HAVE 5:1 SIDE SLOPES.
LI.
LINE CENTER OF SWALE W/
BOTTOM WIDTH (B) SOD (PINNED TO PREVENT DISLODGEMENT)
B-0 FOR 3:1 SWALES
8=3 FOR 5:1 SWALES
JULIAN WEEKS
R20 (SUMMER CAMP)
SURVEY & BASEMAP BY: OWNER/DEVELOPER:
ALAN BELL SURVEYING. P.A. IN -LAND R P RT P GRAPHIC: SCALE
604E CEDAR POINT BLVD. 2894 Belgrade—Swonsboro Road
SWANSBORO, N.C. Maysville, N.C. 28555 60 0 30 60 120
(252)-393-6101 (910)-743-6070
l I i I 1
( IN FEET )
1 inch = 60 it.
r aLq
R,
a g
REVISIONS
Feb. 28, 2005
Miscellaneous
April 15, 2005 per DWQ
(Added Level Spreader)
June 22, 2005 Revised Notes
(Disturbed Area)
July 12, 2005 Extended Watermain
around cul—de—sacs per WCWC
Q
L
c0
rno
.0
Ln UjI
N M
•—
w
_
:�LLJ
Z �;
N
E
Q_ X
O
(A
(A�
M U-
W
=
WU
t>3
4-J
z
2
>=
�to
�
�o
�
'0
p O
O
�>
In
W
U
°
M
mWOMMOM
LU
Lt' Q
ru
0
y
�
I;
W
>
°o
L
U
U
3:
a.
w
s
N
0ad
�
�
0--0
E--4
W
a
wz
�
0
z
O
I
a
Z
�
�
O
0
hi�i
Y
O
Q
W
Qi
W
N
Q
NN
O
V)
W
U
J
D
O
X
0
cr-
o W
o�
LLJ Q:
Of W
Q- Q_
UJ cO
Q-
0-
Z
Q
J
Z
SCALE: 1 to
= 60'
DATE: 12/27/2004
PROJECT: 04-0131
:w
DRAWN BY: JC/DKN
SHEET 1/q,

.m
0
0
L0
0
C/L
I
RIGHT OF WAY
SOEWPAX PA
<. 4:1 t
G�UTBfER CURB
bile•
Street Cross Section
NO SCALE
*w 112
3 1t/16"
�• J 11/fe"
;�ti � _ ".
, 70.
0; �11
•
Ld •' r • • '
w 1 � I
Curb & Gut
Le
VVIA
ValleyGutter
NO SCALE
OR04 BAY
PHASE I
DRAINAGE PIPE CHART
12 GAUGE 4•Xe OR 2•X4• WaMM WIRE HOOKED ONTO
PREFORM CHANNELS ON METAL POSTS, OR fASTIM D
To CEDAR aR woaa POSTS WITH No. a STAPLES.
DE80RAH SWAIN
LOT 1, BLK. 8
M. 9. 15, PG. 2
R15M (SINGLE FAMILY MOBILE HOME)
2' MOM"
ULMAWLET RESISTANT 0") MW
FABRIC OR EWYALENT SECURED TO MMIE
WITH METAL CLPS OR UK AT Ir OFF
CENTER.
MAXMMlM SEDIMENT STORAGE LEVEL, ADOW
ss MWff W*N THns WWU ns REAQ160
OR As OWMMEM BY 1WMEC=L
•
Silt Fence Detail
NO SCALE
I
Wool. 20' D&UE w
T�
gl
00,!
>� 1
At.
{{ i PROpER 2
I �
ti Wool
X
IS
TI N
3 ,
1�
� I f
r ? Wool • ' c.
loll ^'" ".• „�'" ` lFi
.000,00 H.C.
RAMP
N.C. 21
DVS"
e
�•� m•
%a
,t,t1r Isr, 11
•, a► 5 8� i n LXISIING PROPS ! �:
H.C.
3 � 1 RAMP - -
� I
1 I
EWOODSUNE
l .,,Wool ••►"' ....�
I s 17
CI _.,_.S
I- w `c of
UMlrS�T — — — —
-- =
t 0AV1D SEKEL
1 8K. 874, PG. 166
R20 (SINGLE FAMILY HOUSE)
1
30' DRAINAGE EASEMENT
OUTLET
AREA Q10 DIAMETER GRADE LENGTH VELOCITY
PIPE (acres) (cfs) (inches) (i (.(if) (fps)
13.5 28.5
g 2.,.. 1_. g -- 1.00 48 9.5
If Area <10 Ac If Area > 10. Ac
Q=CiA Q=281 x DARCP = Reinforced Concrete Pipe
tc=5 min. where DA=A/640B LF = Linear Feet
i10=7.50 in/hr. FPS = Feet per Second
C=0.40
NOTE:
1. Contractor shall use NCDOT approved RCP or CMP for all pipes underneath
NCDOT and/or Private roadways.
2. Contractor may use NCDOT approved RCP or HDPE (2 wall) in al other areas
including driveway pipes.
RIP RAP SCOUR PAD SCHEDULE
ized using NCDOT Dissipator Charts.
VELOCITY LENGTH WIDTH TYPE
IRSP # (fps) ZONE (f� (fe
et) ve et) STONE
6 9.5 2 12 10 C1"B"
TYPICAL SWALE$ SHALL HAVE 3:1 sim SLOPES.
VEGETATIVE STABILIZATION WHERE SPECIFICALLY INDICATED, SWALES SHALL.
PER SEEDING SPECIFICATIONS HAVE 5:1 SIDE SLOPES.
4' MIN
AS REQ'D� 1
- ---
LINE CENTER OF SWALE W/
SOD (PINNED TO PREVENT DISLODGEMENT)
BOTTOM VAOTH (8)
8-0 FOR 3:1 SWALES
8-3 FOR 5:1 SWALES
Swale Detail —
NO SCALE
THEODORE MILLER
8K. 733, PG 1.38
RA (AGRICULTURE)
.-- -.0-
... . •,. N
on
. O
�'' • � FES
1 —14,
'"ems.
�- ,�•'�' / l3� •AnI--
r
•: 4MMli
M
10,
;;;:,;;•;.;.��• •,;,;;:;;;,•,;;;;:•Wool ;;;:;;,•,;;,.
O
,_Wool .•Wool ,• ;,,;:. '� , .•,• ••,
: ':ir
•:: ''' :� ' ''':�:�:�' •'�:::�'' �:; :I�:�
.:, ,:•.,.•.;, :'`;•.,. .;•;.•,. .;. .,Wool .;.•••.. .• ��: .;. .•.•,•'.;.
:::;: •::::l :::;::: WETLANDS
�
�� 1 •:•. '... z.. ' .•:.;. • .:• . •:.;.. '.loll •..: '. ' . '
�:loll .,. ;. •..:... •.•
�. loll.;,...•,• � ,;...;.:.;..,.•.....;,...;,;�. �,;..
'`V.
.:\
�'
E. STEVE STROUD
BK, 820, PG. 353
R20 (WOODED)
2
EROSION CONTROL NOTES
. Sediment control devices and structures shall be Installed,
maintained and amended on needed to provide effective
control of accelerated sedimentation until the contributing
watersheds are stabilized.
• QxIstpetlan., amerce
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
8. install stabilized construction entronce(s).
C. Silt fence *hog be installed at edge of clearing where so
Indicated, on all down stapes immediately after area is cleared.
Silt fence shall be maintained until the area is stabilized cormpetely.
D. Construct sediment storage devices. Grade streets, includinginstal)
swales. install storm drainage piping and outlet protection.
E. Immediately seed. mulch and install sod liners In swales..
F. Maintain erosion control measureas needed to assure
full functionablAity.
G. Place CABC over compacted subgrods. Install asphalt
surface course.
H. Rreseed and mulch shoulders and ditches. Install liners on
all rermalning swales (and provide ground cover an all exposed slopes.)
1. Seed, fertilize. and mulch all disturbed areas within 15 days
of completing any phase of the grading work.
J. Permanent groundcover for all disturbed areas within 15
working days or no more than 90 calendar days following
completion of construction.
K. Remove all temporary devices after permanent groundcover
Is established,
S• Sal elfic tions
fly lime and fertilizer and work into 4-6 inches of soli. Seed
mixture shall be distributed uniformly and covered with a clean
straw mulch. AN mulch shall be crimped or asphalt tacked to help
hold in place. Material and application rates are as follows:
Mgted A011catian Rota
Lime 1000 lbs./ac.
Fertilizer (10-10-10) 800 lbs./ac.
Mulch 1.5 tans/cc.
Permanent Seading
Common Bermuda
(unhuaed Sept. 1 - April 1) 100 tbs./cc.
(Hulled April - Sept, 1) 75 lbs. Jac.
"Rebel" Fescue 50 lbs./ac.
Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
I=RarMiT,X Seeding
Dec. 15 - April 15
Kobe Lespedeza 50 lbs./ac,
Rye Grain 100 lbs./ae.
April 15 - Sept. 1
German Millet 40 lbs./ac.
Sept.1 Dec. 15
Rya Gain 100 lbs./ac.
4. Contractor Is responsible for maintaining alit erosion contras
measures and amend measures as re"Ired to prevent
accelerated erosion from taking place an this site. Contractor
inspect ail erosion control devices after every rainfall event
repair, remove accumulated sediment, or supplement measures
may be necessary to prevent erosion do retain sediment an site.
5. Once all areas have been stabilized, contractor Is to remove
temporary erosion control measures, regrade, do mulch to
restabilize these areas.
6. For additional rowirements, see the approved erosion
and sedimentation permit.
Legend
RIP RAP SCOUR PAD SCHEDULE
ized using NCDOT Dissipator Charts.
VELOCITY LENGTH WIDTH TYPE
IRSP # (fps) ZONE (f� (fe
et) ve et) STONE
6 9.5 2 12 10 C1"B"
TYPICAL SWALE$ SHALL HAVE 3:1 sim SLOPES.
VEGETATIVE STABILIZATION WHERE SPECIFICALLY INDICATED, SWALES SHALL.
PER SEEDING SPECIFICATIONS HAVE 5:1 SIDE SLOPES.
4' MIN
AS REQ'D� 1
- ---
LINE CENTER OF SWALE W/
SOD (PINNED TO PREVENT DISLODGEMENT)
BOTTOM VAOTH (8)
8-0 FOR 3:1 SWALES
8-3 FOR 5:1 SWALES
Swale Detail —
NO SCALE
THEODORE MILLER
8K. 733, PG 1.38
RA (AGRICULTURE)
.-- -.0-
... . •,. N
on
. O
�'' • � FES
1 —14,
'"ems.
�- ,�•'�' / l3� •AnI--
r
•: 4MMli
M
10,
;;;:,;;•;.;.��• •,;,;;:;;;,•,;;;;:•Wool ;;;:;;,•,;;,.
O
,_Wool .•Wool ,• ;,,;:. '� , .•,• ••,
: ':ir
•:: ''' :� ' ''':�:�:�' •'�:::�'' �:; :I�:�
.:, ,:•.,.•.;, :'`;•.,. .;•;.•,. .;. .,Wool .;.•••.. .• ��: .;. .•.•,•'.;.
:::;: •::::l :::;::: WETLANDS
�
�� 1 •:•. '... z.. ' .•:.;. • .:• . •:.;.. '.loll •..: '. ' . '
�:loll .,. ;. •..:... •.•
�. loll.;,...•,• � ,;...;.:.;..,.•.....;,...;,;�. �,;..
'`V.
.:\
�'
E. STEVE STROUD
BK, 820, PG. 353
R20 (WOODED)
2
EROSION CONTROL NOTES
. Sediment control devices and structures shall be Installed,
maintained and amended on needed to provide effective
control of accelerated sedimentation until the contributing
watersheds are stabilized.
• QxIstpetlan., amerce
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
8. install stabilized construction entronce(s).
C. Silt fence *hog be installed at edge of clearing where so
Indicated, on all down stapes immediately after area is cleared.
Silt fence shall be maintained until the area is stabilized cormpetely.
D. Construct sediment storage devices. Grade streets, includinginstal)
swales. install storm drainage piping and outlet protection.
E. Immediately seed. mulch and install sod liners In swales..
F. Maintain erosion control measureas needed to assure
full functionablAity.
G. Place CABC over compacted subgrods. Install asphalt
surface course.
H. Rreseed and mulch shoulders and ditches. Install liners on
all rermalning swales (and provide ground cover an all exposed slopes.)
1. Seed, fertilize. and mulch all disturbed areas within 15 days
of completing any phase of the grading work.
J. Permanent groundcover for all disturbed areas within 15
working days or no more than 90 calendar days following
completion of construction.
K. Remove all temporary devices after permanent groundcover
Is established,
S• Sal elfic tions
fly lime and fertilizer and work into 4-6 inches of soli. Seed
mixture shall be distributed uniformly and covered with a clean
straw mulch. AN mulch shall be crimped or asphalt tacked to help
hold in place. Material and application rates are as follows:
Mgted A011catian Rota
Lime 1000 lbs./ac.
Fertilizer (10-10-10) 800 lbs./ac.
Mulch 1.5 tans/cc.
Permanent Seading
Common Bermuda
(unhuaed Sept. 1 - April 1) 100 tbs./cc.
(Hulled April - Sept, 1) 75 lbs. Jac.
"Rebel" Fescue 50 lbs./ac.
Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
I=RarMiT,X Seeding
Dec. 15 - April 15
Kobe Lespedeza 50 lbs./ac,
Rye Grain 100 lbs./ae.
April 15 - Sept. 1
German Millet 40 lbs./ac.
Sept.1 Dec. 15
Rya Gain 100 lbs./ac.
4. Contractor Is responsible for maintaining alit erosion contras
measures and amend measures as re"Ired to prevent
accelerated erosion from taking place an this site. Contractor
inspect ail erosion control devices after every rainfall event
repair, remove accumulated sediment, or supplement measures
may be necessary to prevent erosion do retain sediment an site.
5. Once all areas have been stabilized, contractor Is to remove
temporary erosion control measures, regrade, do mulch to
restabilize these areas.
6. For additional rowirements, see the approved erosion
and sedimentation permit.
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
SODDING
(S
MULCHING
t:J
RIPRAP-LINED CHANNEL
ssjaess)
SOD -LINED CHANNEL
C:* a
LEVEL. SPREADER
�
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
1
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK do GRAVEL INLET PROTECTION (TEMP)
TEMPORARY SEDIMENT TRAP
SILT FENCE ---sf
ROCK DAM
CHECK DAM
-M-
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
PIPE LAM
>tA:s
"Alt
' GTH
4' lop
i__L L1 .1
S
I i l l l l
A
I_L 1-1 J,
1 I I l i i
�'''
�5'p
I 11 1
to
S NS
e a• O.C.
Bogue Sound
VICINITY MAP
NOT TO SCALE
3V LENGTH 4' SIDEWALK 6'
CONC. 6 NC. 5
o e" ac. PSI 4• T V. OR
—�---- ------ 5• "� 1 AS SHONM w
ASPH� • '��'..' ..�.
8X SLOM*E 2• �,ppE 4 3C0NQ PSI
CLV STONE
RESERVED 8Y OWNER SECTION A -A SECTION B-B
Flume Detail
NO SCALE
MOTE.'
LSE C44SS i RIP RAP FOR STRUCTURAL
STONE AND A4Y FOR AT THE CONMWT LNIT
PRICE
Q PER sclUARE YARD OR PER TON PILAW
PAP, CM L
03
L6E NO 5 OR NO. 57 STOAAE F70R SEAWENT
GYNVTROL AND PAY MR AT THE QOAIiA r uw
PRICE PEA' TIaN SEVWNT CGNTImt.
S'7GNiE:
DO T .SEDOAE)VT CAU IN
� LIVE
57REiliM.
ftUOW ACOeiltfll ATEO SEV*W IM!OV
Sow AWA iS FULL.
4S
NOTES:
1) OWNER AND DEVELOPER:
INLAND PROPERTIES GROUP, LLC
2894 BELGRADE—SWANSBORO RD.
MAYSVILLE, N.C. 28555
910-743-6070
2) PROPERTY iS ZONED R20
3) PROPERTY IS PRESENTLY AGRICULTURAL
4) REFERENCES:
M.B. 30, PG. 337; BK. 1026, PG. 406
BK. 1026, PG. 408; BK. 1036, PG. 457
5) PiN #s:
6305.03349521; 6305.01358174; 6305.03345465;
6305.03347477; 6305.03.43.2345
6) 404 WETLANDS ARE PRESENT AS INDICATED.
7) PROPERTY IS LOCATED IN ZONE X PER
MAP 3720630500J, EFFECTIVE DATE: 7-16-03
8) TOTAL TRACT AREA = 465,776 SO.FT. = 10.69 ACRES.
9) TOTAL NUMBER PROPOSED LOTS: 14
10) LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER
CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS.
11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1983
12) DISTURBED AREA = 7.8 AC
STRuCnnu S
REVISIONS
Nov. 9, 2004 Per
WCWC
Nov. 9, 2004 Per
Land Quality
Feb. 28, 2005
Miscellaneous
June 22, 2005 Revised Notes
(Disturbed Area)
July 12, 2005 Extended watermain
around cW-de-sacs per WCWC
Jan. 29, 2006 Drainage
design per DWQ
w
^
!�
0
`
C
MT 0
to I
'ZT
00 N
N f�
MINIMUM
LC
Q)
CM
•
U 0
Z 0)
LSW.
...�
total
N
X
O 0
to
m <
13
= t
W
.,.� Z
,.
{4-J
a
M
c.-
0o
o°>
WN
(J
C O
M
W
O
�3 aj
aj
4-J
M
r ..
00 W
U"
a
TCONTIM �01��gln
e �
00
CIO
FLOW •` v f ```,' ` s �"
Q
. ,
. 4y
' JIM
r•-o•
••.'-tt".. eta.
Z
J
tL
6IIIi1Pl < u
Sediment Trap Detail
NO SCALE
See Schedule
PLAN VIEW
o
�
Z
W
M�
�
U
!—
C.�
Q
�
W
Z
Q
w
�
V
Gedule
�
x
PROJ
01
o0.
NOW T H CAROLINA ENVIRONMENTAL
'ryNCOMMISSION
�Yre R
#S §'p A ��SS �
Z
DIVISION OF WhATR �
Q
o
"® rf
0
Y
o
11 /2 D Q '�j FW
RIP RAP ,
(TYPE PER 1/3 D INSTALL GEOTEXTiLE
FILTER FABRIC UNDER Z
PLAN) RIP RAP W '�
SECTION VIEW �y
O 1�!
RE
I , D = IN51DE DIAMETER OR WIDTH fl L
OF CULVERT FEB
2. MINIMUM STONE THiCKNF55 TO BE Z
TWO TIMES SPECIFIED STONE DIAMETER, Q
PR®i
V
= ttC)
)
RipRapScour Pad W
W
NO SCALE
J
0
0
O
Z
J
Z
OWNER/DEVELOPER: SURVEY & BASEMAP BY:
INLAND PROPERTIES GROUP. LLC ALAN BELL SURVEYING EA.
2894 Belgradd-Swonsboro Rood 6 4 " CEDAR POINT BLVD.
Maye le, N.C. 28555 SWANSSORO, N.C.
(910)-743-6070 (252)-393-6101
SCALE: 1 Now 609
GRAPHIC SCALE DATE: 1 o/13/Zo04
M30 o so eo 120 240 PROJECT: 04-0115
DRAWN BY: JC/DKN
( IN FEET )
1 inch = 60 ft.
SHEET 1 /4

1=4
REVISIONS
50`
RIGHT OF WAY
C/L
4. 2' 4
20' 2' 3'
PAVEMENT
O O m
-- sir TRACER TAPE PER
CURB R M W.C.W.C. REWTS
12 GAUGE TRACER WIRE
PR0P0SE0;;0 � PER W.C.W.C. REQ'TS
WATERMAIN
Watermain Location Detail.
NOT TO SCALE
30' DRAINAGE EASEMENT
1. VALVE BOX PAD 15 TO BE MADE OF
CLASS A CONCRETE (3000 PSI a 2e DAYS).
2. VALVE BOX PAD CAN BE OBTAINED FROM:
• STALUNGS SEPTIC TANK, tREENVILLE
• PUMP AND UGHTNG, KINSTON
• MASONRY SUPPLY, INC.. SELMA
2 PC. �10• I1
/3 REPAIR
fl t 2' 1
0
Valve Box Precas1_
t
NOT TO SCALE
DEBORAH SWAIN
LOT 1, BLK. B
M. B. 15, PG. 2
R15M (SINGLE FAMILY MOBILE HOME)
I
i
MORADA BAY
i
PHASE I
W
EXIST IK --
O
LO
d'
0)
0
I
CO
O
3
v
V)
°)
s
C
O
U
a
C3
L
0
O
N
N
0
L
0_
C
0
i
Q)
0
30' tRA/NAGS EASEMENT
CAUT§0?j
UNDERGROUND U77LI77ES MAY EXIST IN THE VICINITY OF THIS
PROJECT. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE
APPROXIMATE AND OTHER U 77LI71ES MAY ALSO EXIST IN THE
VICINITY OF THIS PROJECT WHICH ARE NOT SHOWN ON 7HESF
PLANS
PRIOR TO EXCAVATION, THE CONTRACTOR SHALL PROVIDE PROPER
NOTICE TO ALL UTILITY COMPANIES IN COMPLIANCE W1 TH THE
"UNDERGROUND DAMAGE PREVENTION ACT OF 19857
.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
AND DEPTH OF ALL UTIL171ES AND REPOR71NG ANY DEWA7701V TO
PLANS OR POTEN77AL CONFLICTS TO THE ENGINEER PRIOR TO
CONSTRUCTION.
THE CONTRACTOR SHALL BE LIABLE FOR ALL LEGAL AC77ONS
RESULTING FROM CONS7RUC770N IN THE VICINITY OF THIS PROJECT,
AND BY ACCEPTING THESE PLANS, AGREES TO HOLD HARMLESS
THE ENGINEER AND OWNER FROM CLAIMS OR DAMAGES RESUL FIG
FROM THIS WORK.
DAVID SEKEL
BK. 874, PG. 166
R20 (SINGLE FAMILY HOUSE)
F NOT IN ASPHALT. N ASPHALT,
VALVE BOXES'70 MATCH ASPHALT
FINISH GRADE.
VALVE BOX COVER I
TAMPED EARTH
I
2' THREADED PLUG
VALVE BOX
40 FE7r1
2• SOR 21 PIPE
COMP. COUPLM
24• LONG 2• BRASS
• Y SCH. e0 MALE ADAPTER
PIPE NIPPLE : s
2• MASS
• mom .4-1., .
w BEND
+
V LONG BRASS
07 sTnHF _ :•.z
E
0014CFBLOCK
CONCRETE
w/ ��
OPPEERACATE NUTTLVE
bm
No PLASTIC OR GALYMIM SCREW nTTlNGs BEFORE VALVE.
Blow-
Off Assv. Detail
NOT TO SCALE
AMUXAN,DARLNG MARK
73 a FOX HYDRANT MATH
1-4 1/2` PUMPER NOZZLE
AND 2-2 1 /2. HIM NQZMES
S1oEtMALK ---%
CONCRETE THRUST BLOCK
PLACED AGAINST
UNDISTURBED EARTH ---
THEODORE MILLER
BK. 733, PG. 136
RA (AGRICUL ]LIRE)
E. STEVE STROUD
BK. 820, PG. 353
R20 (WOODED)
%- V,J. LOCKED HYDRANT
ADAPTOR OR APPROVER PIPE
MIN. of 3 CUBIC FEET Or
CRUSHED STONE FOR ORANAGE
Fire Hydrant Detail.
NOT TO SCALE
OEVEY OROS, VBX-TE-1Oo
VALVE BOX OR APPROVED EQUAL
e' "Ir VALVE
M.J LOCKED HYDRANT
TEE OR TEE MATH
JJJJ APPROVED PIPE
RESTRAINT
WATER MAIN (size as noted)
WATER VALVE
FIRE HYDRANT
BLOW -OFF ASSY.
WATER SERVICE
ST. DRAIN (size as noted)
STORM DRAIN INLET
POWER POLE w/ OVERHEAD LINE
i
RESERVED BY OWNER
50
M
-a-!
�J
--�- OE
Bogue Sound
VICINITY MAP
NOT TO SCALE
dill
_j L _JIL L
Tvoical Blockina Detail
NOT TO SCALE
CONCRETE THRUST BLOCKING SCHEDULE
CON RT TE 5CHEDSLE
51ZE FITTING
1ZE
BLOCKING AREA (5Q. Ff.)
MIN. CU, YD5. CONCRETE
MIN. CU, YD5.
CONCRETE
TEE
90°
45°
22 1 /2°
TEE
90°
45°
22 1 /2°
90°
45°
22 1 /2°
4"
0.8
1.2
0,7
0.3
0.13
0.13
0.13
0.13
0.7
0.4
0.3
G"
1.9
2.7
1.5
0.8
0.13
0.13
0.13
0,13
1.3
0.9
0.5
8"
3.3
4,8
2.5
1.3
0.13
0.13
0.13
0.13
2.5
1.7
0.9
10"
5.2
7.3
4.0
2.0
0.13
0.3
0.13
0.13
2.5
2.6
1.5
12"
7.G
IO.G
5.9
2.9
0.3
0.4
0.3
0.13
5.G
4.0
2.1
IG"
13.3
18.9
10.2
5.2
0.5
0.9
0.4
0.13
9.8
7.1
3.7
18"
22.5
32.8
17.3
8.9
NOTE: Areas of Vlora ng and alPT-cmmate yards of concrete m ta.e are erased on the
Ong data: 2000# soil pr;:�aure and test pressure at 150 (blockjng area 5ubject to
change oa5ed on vaned soli co-14tiom and shall be done so at the direction of the Engineer).
WATER VAIN NOTES:
1 LOCATION OF EXISTING WATERMAINS SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. LOCATION
INFORMATION PROVIDED BY WEST CARTERET WATER CORPORATION AND OWNER.
45 2 CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES
(CABLE AND "PIPELINE) ALONG THE PROPOSED WATERMAIN ROUTE, INCLUDING WATER SERVICES.
3 PROPOSED WATERMAINS TO BE INSTALLED WITH 36 INCHES MINIMUM COVER.
4 CONTRACTOR TO INSTALL WATERMAINS AT EXTRA DEPTH WHERE CONFLICTS EXIST WITH STORM DRAINAGE
OR OTHER UTILITIES (STORM SEWERS - 12" SEPARATION. SANITARY SEWERS - 18" SEPARATION, ALL
OTHERS - 12" SEPARATION).
5 WATER SUPPLY IS BY WEST CARTERET WATER CORPORATION.
6 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM WITH WEST CARTERET WATER CORPORATION
SPECIFICATIONS AND REQUIREMENTS.
7 ALL WATERMAIN PIPE MATERIAL SHALL CONFORM TO ASTM STANDARD D-2241, PVC 1120, SDR 21, 200 PSI
PRESSURE RATING, WITH INTEGRAL BELL AND SPIGOT ENO. PIPE SHALL BEAR THE SEAL OF THE
NATIONAL SANITATION FOUNDATION (NSF) FOR POTABLE WATER PIPE.
8 WATERLINE SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH WEST CARTERET WATER
CORPORATION REQUIREMENTS PRIOR TO BEING PLACED IN SERVICE.
9 ALL WATERMAINS AND EASEMENTS TO BE DEEDED TO WEST CARTERET COUNTY WATER CORP. UPON COMPLETION.
44 IT IS THE INTENT OF THIS DESIGN THAT ACTUAL. 20' EASEMENT LOCATION BE CENTERED ON THE "AS -
BUILT" LOCATION OF THE WATERMAIN.
10 CONTRACTOR SHALL MAINTAIN 10' MIN. SEPARATION BETWEEN WATERMAIN AND EXISTING SEPTIC SYSTEM
NITRIFICATION LINES, IF ANY.
11 LOT LINES SHOWN HEREON ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.
12 WATER SERVICES SHALL BE INSTALLED BY WEST CARTERET WATER CORPORATION.
13 THE ENGINEER/SURVEYOR WILL LOCATE THE PROPER PLACEMENT OF THE WATER SERVICES.
NOTES:
1) OWNER AND DEVELOPER:
INLAND PROPERTIES GROUP, LLC
2894 BELGRADE--SWANSBQRO RD.
MAYSVILLE, N.C. 28555
910-743--6070
2) PROPERTY IS ZONED R20
3) PROPERTY IS PRESENTLY AGRICULTURAL
4) REFERENCES:
M.B. 30, PG. 337; SK. 1026, PG. 406
BK. 1026, PG. 408; BK. 1036, PG. 457
5) PIN #s:
WATERMAIN QUANTITIES:
6" WATERMAIN
- 920 LF
2" WATERMAIN
- 260 LF
FIRE HYDRANT
- 1 EA
BLOW -OFF ASSY.
- 2 EA
WATER SERVICES
- 14 EA
SPECIAL NOTE:
ALL CLOSE COULPLED FITTINGS
SHALL USE FOSTER
ADAPTERS
6305.03349521; 6305.01358174; 6305.03345465;
OWNER/DEVELOPER:
SURVEY & BASEMAP BY:
6)
6305.03347477; 6305.03.43.2345
404 WETLANDS ARE PRESENT AS INDICATED.
INLAND PROPERTIES GROUP LLC
ALAN BELL, SURVEYING. P.A.
2894 Belgrade-Swoneboro Road
604E CEDAR POINT BLVD.
7)
PROPERTY 1S LOCATED IN ZONE X PER
Maysville, N.C. 28555
(910)-743-6070
SWANSBORO, N.C.
(252)-393-6101
MAP 3720630500J, EFFECTIVE DATE: 7-16-03
8)
TOTAL TRACT AREA = 465,776 SO -FT. = 10.69 ACRES.
9)
TOTAL NUMBER PROPOSED LOTS: 14
10)
LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER
GRAPHIC
SCALE
CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS. _
11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED E
BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1988
12) DISTURBED AREA = 7.0 AC
( IN FEET )
1 inch = 60 ft.
rol
Nov. 9, 2004 Per
WI
Nov. 9, 2004 Per
Land Quality
Feb. 28, 2005
Miscellaneous
Q
a:
�L
O
C
lCa1
to
00 N
N M
W
�
W
U O
01
01
C
E
w X
0)
0
m �-
WU
D
=z
Foy
Xj Z
}:
Vi
C
a' Y
Q co
3 0
V
0
6 Lo
U
o
ILLIM
_
W
'�- o
_
4-J
r
w
_00
0
U
a-
v`
' 3
\
fff
O
Z
0
E­4
cr_
w
U1
Q
U
2
a
s
a
M
Mii
Y
Q
O
W
O
�
ILL.�_
O
Lq
d W
Q- Q_
�O
a Cr
CL
Z
Q
J
Z
SCALE: 1 to = 60'
DATE: 10/13/2004
PROJECT: 04-0115
DRAWN BY: JC/DKN
SHEET 2/q.

III
I -.1 ..------------------
I I
I ---
.
-
I
- -
11
I
REVISIONS
mamwmm�
I
---
Sept. 28,2004 P*r VKWC
e1n;
N\ V
kZ1
. . I I
R�
11-I . . I
' *
V�T) Sz� N\I."
I I I . I I
.
—
-
. . I I I
- I . . .
,
_­ il
� �li�'�'
I
.
, - . I . . . . . . I . .
- �' �4
' 'N-I . ,
I ...
�
,
,
11 - I
. . . . . . . . . .
­11.
I
III
/ -
-
I .
� I
I . . I . . .
/ '*"IIIIIII`�AIIIIIIIIIIIIIIII� .
I ' �_) -11
l\\
@
IIIIIIIIIIIIIIIIIIIIII'lill I � . I . I
..._IIIIIIIIIIIIIIIIIIII� I " 1,
20
-----.--.
lf�//
I
- '�_' . , . ,_ . \k I.g
� . I � . - :
I .. I., -------
, ',"
!IV
'&
(3) F,
/ I ',
L_
V_
� .5.
1)
00 .
.-'
a)
0
I
A9 I . INV
c 0)
OD N
V_
-1
I I---- .
E- w
.&J —
Q) I
-i cn
.0
1-1
r
G '7
I I .III, I 1,
",'.
. . ,,�� �----�
. '�
c: :3 '.
CA F_
C
.
XX
w<
..>
00
. . . . .
i)9 - . I . . . . I . . . . . . I I . . I . . . . . I . . ">< �' �'�
. I I . I . I . I . . . . . . . I . . . . . .
�''�� ••••. ,.1.1-1,
0) 0
%I
c U 3:
MW
:)
1:
ly. C
IIIIIIIIII`lp.
f(',yq•
I . , . . . I . I . -
� . . . . .
. . . . . . , I , I . . . . . . .
. I . �.� I . . . . , I . . , . . . . . . . . . . . . . . I . . . I . . . . .•. .
z
/y !
/ frlq4ip
(3�
.
. . .jI
I . . . . . .....Z>:
.�..
. . . . . . . . . . . . . . . � I . . . . . . . . . . . . . I . . I . . . .
--l" *tII � .
. I . . I . . . . . ol ., I ...... I ............. I.— ..
...
(
.
4-d CU �'e
L
1) F
luo
9 0
00
I 11
/
I ",'__� . ...- . .-.-,-,..-......,..,............ I. �...�................................-.�.. I..,.... - ..
. . . . . . . . . I I . . . . . . 10
fu a .5
o 0
0 1
0 tn
,'VI
..'. '_ 11
- '
I
ILP
lal-
- . . . I . I . . . I . . . . . . . . I . I . . . . . . . . . . . - ' ' ' ' ' * *
� . . . . . I . . . I
I , . •
I . . . . I . . . I . -
� . . I * .* .' ' w . . . . * ' * ' I I I I * * I I I I * . - - � . - - . - .
. . . . . ,
.�= m
> M
w 04
w n
cr_
_._Q
(
. � . . . . . . . . . . . .
. . ,
c
doI
9-
A2
_____.c
"..' . I . . . . . . . . . . . I . . I I . . I . . . . . . . . . . . . . . . . . . I I . . I . . . . . I � . I I I I . . . .
' .
_ I /
"----..,------, e
. . . . . . . . . . . . . . I . � . . . . . . . . . . I . . . . . . . I I I . . . . . . . . . . . I I . . . . . I . . .
. . . . . . . . . . . . . . . . . . . , -
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . I /5�� 4zs
I . . . . . . . . . . I . . . . .. I . . I . . . . . . . . . I . . . "'I
4-J
in M
—
Ill-
r- Gj
00
/
----.-. "Z/-
�(F". 1
. . . . . . . . .
. . . . I . . . . . . . . . . .. .. I I ''.. ....... .
. . , .
'•*
.5
L.
n z
'r
.-...-- 4 //Vr_ /
- - . . . . . I . . . . . . . . I . . . . . . . .
. . - . - . - . . . . . - I - . . I . . . . - . - . . . . . . . . I . . . . . . . . . . . . . . . I I . . . . . . . . . . . I
/
u
u
a-
. , /
---
. . I . . I � . . . I . . . . I �
- . . ....... . . . . . . . . . . . .
/
�___.___
. . . . . . . . . .
. . ' . . ' . . ' . . * . . ' . . ' . . ' . . * I . I . . ' . I . . I I . . I � I I . * . . I . . I . . I . . I . I - . . I . . -
/ . I - . . . . . - . . - . . . . . - . . - . .............I.... I - . - . - . - . . . - . . . - . � . - .. . . . I . . . . . � . . . . . . . . . . . . . I . . . . . I . . . . . . . I . I . . . . . . . . . . . . . . I . . . I . . I . . � . . . . . . I . . . . . . . . ... 4 . I t
. . . I . . . . . . . . . . . . . . . . .
- .-
Ill
%a
I,- ,--Vplp' . I . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . .
- I I ..... � ......
/'
. . . . . . . . . . . . . . . . I I . I . . . . . . . . . � . . . ", ...
. . I �"�
. . . I * - ' '' . ,
'
1-41 n
)y /
)�a / %::�.
.. ..
. . I . . . . . . . . . . . . . . . . . . . . I . I . . . . . . . . . . . . . . _,,-.,, . . . . I .
. . . . . . . . . . I . . . . . . . . . . I . . . . I . . . . . . I . . . . . . . . I I . . I . I . "'�..
. . . .
''';�k
'T
R"A
fir`'.�'
.&IIIII.A
I'll�'"-,
"�"""I
1IV,�711I,'_
SCALE : HORIZONTAL - 1"= 40'
. "�I��,I
1 . ,,- I
-
i I
- !-�' , ..
" �'
VERTICAL = 1"= 4'
- - _'�"_lzi. '.'
-_ - '_' ""
. . -' f -
I'- � _11 -
- < " , I I-
", ' " '
" , . I
" � 11, 11
I
- . . � - I
I 7 ; I i
, I
-
I
� ,I I -1,
I .Z I I ---
z � "
� i t i 7
'
i i 1 g
I I -
�
-
i
�
�
I
i�
I
1,
I
�
I I I
I I I
, I
� � I I
I
11
11
I
I
I
____
____
- I -
il �
­ ,I "
I
1, I -L,
'If
I
I � �
_T — - ----
I I
i �_ 11
I
I------
I I I
I � � I I �
�
� -
!
I I ,
,
� 1
� I ,I
� �
�
1 1 1, 4
.1 I I I
I �
-
I
�
I
.
1
I
I
I
�
�
I I
�
z f, I
� - I
$
--t- - "
It 1
- �
�' I
-
�
—
- ---
- -----I-------
— _ -4.
j- ----------j--
I
1'1_"\�' .",
\� '
" -
I I 11 I "��
11
'
11 k
- I I I
�
I .
I
I I i I - I
I I
I
I
1
-1
1
I I
--------
1
______
-
---
_____'
---+--+------t----.---�-------.----
;
1\
I
I
I
I.-
; I!
i j! 1
i i
;
t I
I 1 i
i
I
I
;
�
I
�
_!
�
-
-
I---------
.__.______­_.______________
I
i
!
I
-4-
i
I I i
-1 --t-
-4-
i ! i
I I
1. .--. __t______________
-
� I....
I
.
_'
"III
'
i
- -------- I
,I i i
,I I
11
i
i i
I
I I
it
I
I
I
I -1
I I
i
I
i I �
� i I I
I
� !
1, -
I
i
I
-
__ 5 I
---- �
---------
I
------- -
---
I
I
---I--
I
I
. I �
L_ � !
i I
-_
- ______
I ----------
--
-
-
I
-
I -
---
'"
P(ONT ILEV �'Mkn
T_
1
1
i I 1 ! I
I
1
30
30
i
1 - I
! i i i i
i 11
I
I I -
i I
I
I
I
I I
I
i i
I I
I
I
I
I 1
I
I
--r-- i
I I
1 I I
I
i I
1 I
`
I I I I
I 1 1
If
'i
. 4 I 1-1.
I I I
1 1 1 1 1
I I I I I
I
I
I
1
I
I
1 I I
I I
1
I
1
-
I I I !
1 1 1 1
-
i i
1 1
I i
- I I
I I I 11 I It I I
I I I
1 1 i I I
t
I
I I
11 i I I
I I
�
!
1 i I I I I
i
i i ' i i i
; i ! It
I
I i
,' '
Hit
i
; i I
! I
i _�
.--
' ;
w 254'.50 11
pm.= 0 14. i i i I
" I 4�_ +- -4-4­4-4-4-
- - -
I I
i 11 I I
I 1
I i i
I I i
1 'I
�__�__4'
�
1
I
-­-4----+---
1 LqW PONT STA -1
I . � I
-PM45L�I li 274-K
4 I
27+00
- - --
-
1 1
! I
- -4
'I
i
1 1
! i I I I
i I I � I
! I 1 i 1 I I
I ! i . �
i --+---+--+---+--! -4---i ­4-- ! i
r
i I I I I I
It i -
I i i I
i i i
I I I l___4__­_j____
+_--4---+--�-- 1 i ;
I I I I I I
i i
I i
I
i
I i
i . i .-.. i i 11
I 1-
; i i I I i
I I I i i
1 1 if 1
I
I
I
I I
I
I
I
i i
I
I
i
L
i
i
i I I I
I I
I i I I
- - I
I
I 1
1 I
1, i
I I I
i It I
1 1
I I
1 1 1
I I 11
I
i I 1 I
1 1 1
I I i I
i
1
I
11
i
t I I
I I I
i I
i
I
i
I
i
i i I
I 1 1 1
I I
I I
-111-1
�
I 1
I I
i -
I I I I I
I
i It I I 1 1
1, I
I I I I I
f I i
_____ --j­_
I I ____ A -
I
! i 1, I
I I I
I i i I I
I
1 11 1 I I
I I ; i 11 1
I I ;
i i i
-` ,
i : I I
!" 1 I I
--i ___ - i __ I
It
I 1
I i i
i
1 ALo. =I -1. 1 1 1 I
I I I I
I k - 03. i I
I �__T__ - ,
-
1 1 1
1 1 1 1
I
--+----+ i
;
i [ I
I I I
i -4----4-----�--�--,-�-----�-,--4--
I
I 1
I I
I
" !
I t
I I
: , P\4; ELEV, - 17.55
I
'
I I
1
1
I
---+--+
I
i I
I 1
I
I I
! i i i
1 1 : I I ! i i i ! 11
t -
; i I I
I +-____T__ - ,I - -f--+ -4-4- 1 1 1
I I f I I I I I
I I I i i
i i I I I
I I I -_ I --- 11 -
--T------ I __+____+_1__.
1 1 1 1
I
1 1
i 1
.
-"--
I
1 1 1
1
-
I I 1
1 I--- __
i I
I i I I i
I I i rl
I i
1
i It
I I
i I I
I I I
i
]
i
i
-
i I
I I I i
I I I
I
I
--- - I I
I i
I
I
I I
i 'I I
it i I
i I
I I
I
I i It
I I I
I I
I
I i i it I
i i i i !
I I I
I
I
I
I
It
i i I
i i t
1
i
I
I
I
i
+___�_�_.
+_ I
I I
i i I I
I I
i i
I I
I
i il
T___f_
I
I I I i
I
1 1 1 1 1 It I i
I I I I I
I I I i i
It I I I
I I - -
I I
I i i i I
I I I I I i
- -- I I
I
i It i
I i I
i
� ;
i i I I
vq _J -
l400.* I I I
I
- -_ -_ - ---
i I i i _�____' T
i ! i
! I I
i i i
i i i i
I
I I I +—+---+,,
i � --+--+-
I I
i
I I
--.,-
i
__d�__.�_
i i I I I
__;zj___-j -Vo--�--
_� -
I , ou
*
I
I
i
i I
i I I I I I
i � i i I I I I I I
----+---+----r---+---4----,--+----+----+---4--f
I ! i i I I I I I
I I I I
I I I I I I
__�__4__'+..___I.
-- ---- i- - i . . . .... . ........ . -
I I I I
i I
I I I
---I—
I -
I I i
� �'
I I --I—
' I I
1- -j
w 4.791
I
I I
- I-
I i 1
I I
I I i i
i
i
i
I I I
It It ; ;
I
I I ( I 1 1
1, I
i I
i I
i i I i i i i
i i I
I I
i
I i
I
I I I I I
I
i I
I
I
I I I i i ! i 11
I I I
i I I I i i
i ! i
i i I ��- i a 55,
4OW ION 5
15
1
i i
I
I
I
1
I
1 I I
I I I I
I
I
i
I i
i I I
I i i
I I
i I
I I 1
1 I
I .1 i
I I i I
!
i I
1
I
1 1 1,
I I I
!
I
1
I
1 1 I 1
I 1 1
1 I
1 i i I I
i I I I I I 1
I I I
I I
I
i i i
I
I i ! i
I - ! I I I
i -7
I I i
I 1 I
I !
i ---4----+--
I
I I I I I
i I
I -I---- -
t I i
i i i
-----+----4---
I I
I
�
--t-
I I I I I
-4--�--+-.----4-4----�----11-----�l-
I
I
I
_'_+._.__+___ --- - -, i - - I
1 +----4­-4-----+ T
I I 1 it
I __+_+�_
i - i i i
1
!
11"'I"Ii"I'li"ll
-
i Pql $TA - 10+6541" i ,
I i -_
i M EU m i
I i 1 ,14,
It 11 I
I i
i
-----T— - I
i i i
I I
i
i
i .. i I 1
i I i
i I i I
I
I
__l I
1 1
I I
1 1
I I —
! ! I
I I i
I
I I
i !
I 1
I I I
i i It
I I I
1 1 1
I -
i --r-
I i
I I I
i i i i
I I
1 1
I _____ -I------
i i
I
1
-I
1 1
I I i
I I I I
i i i I
I I I
I
i
!
i
I
I
i i i i
I I I I
i 1 I 11
- --- T_ I
I I I I I I I I
i i I i i It ! It
i I
I --T---
I , I I I I I
1 1 ; I
I
i i i I -
_T
- I i 1 !
I I 11
I
I I I
I I i I I I
-- _�
i i __4
1 'I I
1 I I
! I I
i i
I I
� _+_1
--- i--
r
It ! i i i i
I I I I I I I
I I i i i I i
-_
I I I T -------- I— I
I I
i ! I 11 i i ! i ! i i i i
i i I I t I I I I I
I I I ! -t--4--+-
---4---+---+--+--,-4------+------ - ------- i­+-­ -,--4--' -4-�­-4­4---�--
i I I I I I I
i ! I
I I I
1 1 1 !
i ; I I I I
I
_+___i___ k---,-+-------+-
-- -1 i 1
-----I' - - I I I I I
I I I i
1 1 ! i ! I ! i
I I I I I I I
! -1--4-4-f ---4----+--F­+----
1 1 i I I I I I
i
A.
I - .20 . 1
...... j... -
I
I -
I- I I
i i I I I K . 61.33 1
I i i i I
I i i
,-
1 � L
I
- i
i
1
- L-----I----L
i I f
I I I
i i I i
I
I
!
i I
1 I
! I ------ Tl—
I
I I I
I
I
I
I I
,I
1 1 'I
11 It 11
I !
I I
i i I
i I I I
i
I 1
i I
_I
+ -_ __T -
I ,
1 1 I I
I I I I
1
i
11
i
— ! I i i
I I I I
i i I I
, , , I I I I ! I
1 1 1 I 1 1 1 1, I
I I I I
I I i 1 1
I
I I I .1 !
I I I i
1 I- i i
1 1 I 1 ! I
i i I I I
_+
I I It 8
I I
I It
I I i
I
-+--!
i i i i i ! 18
I I I I I I I
i -_ , i _'_+______ ------ +--*-.
'o
I I I I I I
I I I I I I I ! I
!2 1 1 1 1 1 1 1 1 ! I i i 11 i i
I i
*---��-+- � ­4­4- - 4­--4-+---4--�­--+-
--a- _97—
! i i
I i
I I I I I
- 1 1 1 I I I I i I 1
-w ------- +---+­-4---4---4--_+__' 1 i I
I i I I t I I I I I
I •I I I I
I I i i i I I I I
----t.-4----4-------�--+--------�--,-+-� ...... -,--+--
I I I I I f i I
"I
�
i I i I
I 1 1
11 ! i 4
1--lwl 1 V" I i
__ - ' I
i i I
I I
i i i i I
i 1 I
1
---I-
I
I I f -
,
I I
I I ! i I
1
I i
!
11 I
I I i i
i i i
I
il
i i
I
1.
i 1, 11
I I
1 ! 1 1
I I I I
i-11
1 1
I I
I, 1 1 it
i I I I
I
1
I
I
!
I
I
1 1 1 1
I I I I
I
! ,! .! ! I
! 11 I
I I
1 1 : i i , , f I
I 1 I
I - I I ---
I __+_ I I
I I
1 1 1,
1 1 1 i I
I I I i I
___T -- I
1 i 1 ! ! 1
I 1 1 1
I 1 1 ----4­­---1
in
i I IN
1
! i ! =
I
1 I '
- I I
.. i i
La I _ - -
I �_
i i I i ! i i A
I I I I I I "-*
I i l___+ i
I I I I I I I
I I I 1 i i I I I I
+ - � I I i i i
! I I I rI, r-
I I I I _ ___
-4---+--4 -4- ---4--.-4--+----4--+---+---
---+---4----4- ---4- ­*4 -4-
i 1
11 I i
I 1
I 1 I I I I
V 'OR I i i i
I ?I- I I I I I I I
­' - - 1 -4----4----i---4---+,--i--+---4-1,
I 1
11
I I I I I I I I I
I I I I I I I I i
.4,.­.-+.­ -- —
-4 -4---+--4-4-+­4
1 1 1 1
-
.
I I I I
I I
i i i i i i i i I
I I I I I I I
! I I
- 1
- I
I ! .. I I
I I I I I i !
I I
1 1 1 I
t 1 i i ; i •; 01 i i I I I I
1 1 1 1 1 1
+� - +-----4--- -+--4-
-­--+----4-- ___� ---
-TiI
I Tism I I I
It i i " 1 i
i i i
I 1 1
I 1
i !
i i i ! 1 1
1 1
g � 1 1 1 1 i i I I I
cj 6i 1 --4--.-4----4-+-.-�--4----4----�-- i 4-----�-4-+--�-4-----+------4--4---�---�--
i i i i i i I ; .1 It
1 1 ! 1 !
I I I I I I I I I
I I I I i i ! i I
0=04
EMM4
z
8 (.)
I
I I I
i i
1 1 1 11
I, 1
I
I
I
I I
I i
I
i I
-
1 1 1
1 1 -
i
1 1 11
1 1 I
1 1 1 ;
1 i 1 1
1 I
1 1
1 ; I 1
I
i i i I
1 I I
1
I i
I I
i I 11 I
1 1 1 1 1 ! I I
1 1 If I I I. I
i i I 1 1 .1 I I I I f I
I I i i i I i I ! i I I I
-4- 1 1 i i -41- 1 -1 T 1
It
I 9
1 1 i ! ! 1 1 i !
I
I I I I w
I i i - -_
--] 4-4-1 _+
i !
I
I I 1 I I 1 1
(D i i 1 �
1 1 1 1 1
I
i --+-----4------4-1 . .... .. -4 -4 -4-
It
i
I
i
I I
. I
---
I
f
I
I
I I -
I I I I I i
1 i i i 1
! 1 1 1 I I I
I I I I I
i i i I I
—
11
I
1 1
! I
I I
i I
1 , i
I
I I
i i 11
I i I
i i i !
I I I
i I I
i
i i
I I
I I
i i i
I I I
I I
If
1
,
!
.'
i 1 1
I
1 i i
11
I I
1 1 1 I I I 1 I 1 1 1 1 1 i 1,
1 1 1 1 1
I I I I ! I
1 - ----I— --T------- F i - _T I
i i I i i I I I I 1
I I I
I i i 11
I I I I ! I I I t
I 1 -_
i --+ -4- 1 1 I '
I
1 1 1 1 1 1 T
i i i i i i i i
I I I I I I I I I
I
--+--- i i i I !
I I i i i
1
I I I I I I I I I ; I ! i I
�__ 4�____+ -4-4 ------ k---+--4---4-4---
.---- 1-1----+---+
I I I
i i i i i ! i i 11
I I i
i i i
I I I I ! I i I I I
- -- i
-----+-----�-----�--.+----f----+,---�---- - - 1
i i i i i i i i i It
i i i i I I I i I
4--+-----+---+---+ ---+--4--+--�--
i i i i i 11 i i i
20
I
11
T_ 1
I I
1 It I
20
I
. I I i i I I
I I I I I 1 i
� I
1 1 1 11 I I I I
i :4 i I . I I
1, I I I
i i i 11 I
1 1. 'I
i4
g
!;;I
a i
� 1
I I
� i
1
I
I
i i 1 1 1
i i i i i
i I i
1 I i i 1
1 1
I
11
1
1 I
! i
.
I ;
1 1
1
i i
I I
I i
I I
1 1
11
4
I I
I
i I
I i
1 I
I I
I 1 1 I
I I I
I I I
I I
i I I I
I I I I
i i i
I I
I I I I
I i ! III I -II.
1 1 1 1
I I I I
I
1 I
I
1
I
I I I
i I
I I I I
I
I I ! i I
I I I
1
t
I
1
I
I
1
i
1
f
I
I I I
i i I
I 1 1
I
i I I
I I I
I
I ; I I I I 1
; I I
i I 1 1 1 1 I
I i I i I I I I I i ;
11
, I I
1 i -11 i ; 1 i i i i i i i !
i 11 11 I I I I I I I I I
I I 'I1--+--4- i
I i I ;
i i I i It I I F4
I I I
i i I i
I i ; i I I I 11 I
1 i I j i I f I
It i i i i i
1 1 I I I I
i I
I
I I i i i I i 1 1
i I I I I I I I I I
I I I I I I
- - ____ - � —
I I � � I
i i 1 ! 1 1 1 1 1 It
I I I I I I I I I I
I
I I I I i i
i ! I
; 1 I ! 1 1 I i I I I i
I I I I I 1 1 1 1
I I I I I I
_._+____+_ I I
! ---T----- 1 -- T-- _+_+
, I
; I I
i ; ;
I i i
- ! _+ —4—
I
i ! 1 1 ; I I I I I
--i I I i I
i i I I i1i ! i i i 11
"
i I
! 1 -..o — i I
— �� �___+_ --- -_ T I
I I I I I I I I I
I i i i i I i I i
i i i i i ! i i i
I I I I I A i ! I
4---4----+---4---+- _'__l___l_l__._4_ ,
I
�4
V)
—
w 4%
cr o-
W :3
I. i i i i
�
lo
-"E
i
­4
i
I I
I
I
I
I I
-- - -1 .-
1 1 1
I
I
i i
i
i i i i
I ! --4-
11 I I I i i i i I
I i i i i i
I I __+_ I
I I 1 I I I I I I I
I I I
, I J& I I I
!, 1 .
_l__T_ I I -I i
1 1 1 1 1 I I I I I I I I I I
I I
I I . I I i i i i
1— 0. L
i I I
i ; i I
I I ! 11 ff
I I I i I I I I
i I I I I If
!
I I I
I 1 1 1 1 1, 1 i 11
I I I I
1 i I
w i I
I i i i I
! I I i
I
I
I 1
I
I
1
I
1 1 1 I I
1 1 1
I I i
It I
I -1-
i It
1 1
1 1
i i
1 1
I I
i i 11 I
1 1 1
i !
i i i i
1 1
i
1 _.L_
i i i I I
Cyl. .11 �w Sig m AV.
-----r--
i
14
x
I i I i
I I -I---
1 I i I
I I i
I I I I I I I I 11
1 .1 I I
I i I I i... I I I
i i i
i I - � 'r
i 1 ; 1
I
�
- I I I
I
I
I I I i I I I I I 'y-
i �
I � --4--+--4-- - I ---- - !- 1 --+---+-
I !
'
I
! i I i i It
- i I I IF I
_L_ I __t --f-4
- 4 --�.---+--- - -_
I I i i i i i I I I
i i
------ f,--
mmw-r-
i i
! 1 -4­4­ -+--+--+
; V.7%111 ; I I I I I
I I I I I I I I I
i I
i i ! i I___+_-_+
I I I I
I I I I i i i i i
I
-
< %.
0 o
i i i i i i i I I
I I
I I I I I
I i i
i 1
i i
I I
i
I
TL_
i I I I
I 1 1 1 I
i i
I
i i
� I
i i it I
I I I I
i i i !
I I I i
It
i
i i 1 1 it
i I I I I
1
1
I
1 ! 1 1
I
I I -
1 1 i I :;;� �'�l
- I 1 ..4..I
- _= ��
� 1 i i I I I !
I 1 "4==,
—
0.1 _I__ ;��
�
.
I i ! I I I I I I ! I i ; a"
-+--+---+- --+---+--+---+-4--+--+--
4-4— -
; I
i
1 1 1 1 1 i I I I
I +__4__i__.__'4_ I I
I _ If
I I I f I I I I
-4 1 1 -�--+---+­4------
i i I I I i i
i 1 1
U_
0
1
x
0
I I I
I t I I i i ; If
I i I I
I I I 1 1 1 I
--I--
i
i -
i i
I I
-i I I
; _T_ - 4
I
i
i
I i i
i I I I , i
I I
I I I
i I I 1 1 If
I : I I I i ' i 11 I
I I I I I It i I I t I
I I I I i 1 i I
—
i I '
1 1 1 1 1 1 1 1 i I
I I I I I I
- I I
---I t I
I I I
I i ; i ;
I I ;
�' 1 1 1, I I I I
i f I
I I I I I
i i i I i
I I I
! I
I Ill I I i i ! I
=*1111111111`10 I I I I I
I ! i 4__ - i- , I I
-+_ I
I I I I I I I
i i i I I i � I i i
11
i ! i
I I I
i ' i
i
i i i i i i i i i
i i .tl I I I t I I I
1 140 Ac+__ 1 1 1 ! ! i 11
I
i 1
1 i i It
I I I I
I I I
i 1 1 1 1 1 1 1 i
w
CL
U_ (1)
0 (D
w•
' I
I
i i I
I
i
i i i I i
I I I
I i
I
I
i
i I
i 1
;
i i
1 I
1 1
I I _J_
I
1 11
I i
III
I I I i
I I Ill
I I .4 - --
I
--
I
I I I
.
I
I
-
-
I I I
I I I I
I I -. I
- I
I - - - I
; i i ;
11
I
;
- I
I I
i I
I I
I I
I I
I I
1 1
I I
1 I
I ; i I
1
I i, - i -_
Wm
I
i :: * �" IIIIIIII­1
0��!
1 i i It i
- ---I-- I
i I i i I I I I i
1 1 i i
1 I I
__ , L __L --t-117--t- 1
i
i i
1 1 I I
1 1
I 1 �--4
i i i i
It i
I
T
11 i
I I i %j
I
I i i i
i -+_ I -+
i i f 1
I I I I
mu'l. I I
I i It i i i I !
I I I
I I I I � I
1 1
�L_4— i I - i I
I I i
I I I I I - I I
I
i i I
i i i ! I I I I
I
I I 0-7—f
I I I - �
, I
I
I !.." I
I 1I.I - "*_.Aft"wr 1
IIIIIIIIII - � I
- I I I i i '
I I i
- i I I
I Ill' Ill I
I I I I I i i I I
_­ �
-,---+--,-+.--.
...4 w -----4.—, -�---4----
.IIIIIIIIIIIIIII��' "
1 � . I
I
Pill -
I I I I i I
I I . I - I � I
i ! I i
I
I I
I
I
I _- 1 I I I I
__+____4_
- — -+,-+------+ ! 1
-_ 1 1
I I I :
I I I i i i I
! I I
! i � I I I _____ - -
I I I I I I
1 1 1 ---4----4 ---+--+-+----A
I I i I
; i i i i I f
I I I I I
i i
--------- ____ -
I -4-�-
48
>-.4
— < a-
3� Q. 4)
w o-
i ! i
i I I
I I - I �
1 I
I - i i '_� I 11
1 1 i
I I
I
I
I
I I
i i I
I
I
I
-
I NWF'
�_=�
i
.1
'I 1 1 I
I I I I I
I I ! !
11 i
i I i i
I .4
i [ -..I I
I I
I I i I
--
!!M��
I I �
- �
_____ i - � I
i i A I
i i I i i 1 -t-----t--4---4-
1 1 -4--f-I i -
1 -+---+-! 1 ;
I I I
-
I - __+_ ----I,-.,-+
- - ! ! I I 1
i i
I I r
�� i
I 1 1
.e!�
(
cr-
i i 'J i i. - - i i
1 1 a
i ! i i
i i i I i
I I I
i I I ! 1,
1
��
I
I
4 _-I I I -.14"1..4111
I , �
I - i
i i i
- T_
v !
I �
I I i ! i I I I ; ;
.
I I I I i I I I I I I ,I �
+ I - I i I
i 1 i I I --4--4- I I i
I
I I I
t �
1 1 1 1 1 1 1 - 7
I I I ! i ' �
� ' I
I I � I
i i i i I I I - �
I I I I I , i
' '
1 � 1 1 1 1 1 1 1 1 1
i I I I i
11 i i -4— T____ -_ -I -_ - I I __T
I
I I I I I I I I I
I I I
1 1 1 i 11 ! i 11 I I �
1 1 i I I I i I I I
1 I rIft am r.4r%
L___ I Ill In _opi If __Mo>� ----4---
all'inr
-4 . ..... 4----- A, 11 __ A rI
T I i willwit.11".1%r I I I
I i
!
'
I
1 � I
I �'_� 1 1 1 i i I I I
I
�
-- 4-+------4--.--�----�.----�-4---4---4--+--+--+--4---+-
I I I I I i I I I I
I I
I I t I
I 1 1 1 1
1 1
i i I I I I I i i
--4- -4--+---+---
! i i i i i I i i
z
<
m
Q. 0
i L.
0 Q_
i
I i I I
i i
I ! I
I
i
-1-
I
I
I i
I - I I I ------ 4--
I I
I
I
11 11
I I
I I
I I
i
I I
I I i 11
" ! !
I -
I I I I
i I I I
I - . _1111�1111111
� !!A!7nn�' 1 � -
- - IIIIIIII
I I I +._--t-...-"
. ......... r
-I I -
I.- I
r!!� I
; 1 I I I I
I I I
i ! 1
i I I I
i
1
i
i i ; i
i I I 1 1
I
I I I i i i ! I
I 1 1 i I
1 1 !
I 1 1 1 1 1 1 1 1 1 1 �
I I '
I I
i i i i I I � i I
� �
- I I
I 1 1 I I I I I
I i I I I I I i
1 i
I I I I I I
I i i I I I I
t t I ! ! I _4 i i -
I FiLL
I I I I M SELE T i
I I I
i I ---+.-. I 4--���-�--�-----4---+----4---i--+--�---�----�-
! i !
__�
I I I I ! I
n 1 m r%ln ! I
I +_+__4_
- --4— 1
1
I I I I I I I I I
1 i ___+__�___4_�__+_�___._4__
I
_j
Q_
�_
'o
-
1
i i i i I
1 i
I I I I
i
I 'I 11
I
0.0
I i
I I
I I 11 -I
I
-I I I I I I
i I I
I I M4�
i ! i i i i i 1 AN
I I I I I I
1 I ! i
I I
- I
I i
I i
1 1- i i
-I-
---
I I ---I-- -
1, I I
I '�" IIIIIII�
I 1 .
I
------ -1-
!
i
i
I I i
1 1 I I
i I I
I I I i i
i i 1 I i i _�_4�
I I I
1 1 I 1 1 1 1 1
I I I I I I I
I I iiiiiii --"--I-
I i +--
1 1 1 1
I I I I
f I
I
I
1
I
I
1
I I i 1
1 1 1 i
i I
i i
- 1 1 .
- - I . -----4--+ ----I
1 I - . - ; i I ,I
i I I i i It I i
i i i i I I I I ;
i I I I - -
I 1 4- - i I I � ........
i 1 -4---+ 1 1
I I I I
--- I
Ill i I I I
1 i . 't I
I i i i i ' I I
1 1 1
i I --
I ........ -+­---4- 4-- i ,
+ I ! I 1
i I i I i i
'
� I
I t i 11 I I I i i
I I i I
� I I i i I I I
I I I
1 1 I - I -4----�--�--�--4---4----+---+-----�---
, I I I I i i ! i
11 i i I I I i i i ! 11 i i i i i
I I I i i i I I I I I I I I I f
I ­l­­ 4---+-­­+---+--+--"
I i i I I
I T I i
1 i I 1 1 1 1 I I ! !
I I i
i
i ; I
I I I
_._____� -- ----- +__+
; !
i I I
I BtNEA"" CP'is I I I I 1
I TH 0 I I
. �
� ------�---i-----+---�+-------�----�-4-------�-4.,--4-,.+----4----�-',------�,
____ ! 1
I ! i i i i
i I i i ! i
I I I I I I i I I i I
11 I I I I I I I I
I I I I I I I' I I
--
I i i i i i i i i i
I I I I I I I I I I
10
40!!�
x c
<
0 a
-111,
I I
I i i i i 11 i 1 1 � I
I I
I L'o-001" I i
�l
i
I
I
I i
I I I
i I I I !
i I
i I I I i i It I I
I I I I I I I
I I
I I 1
I
'I
I
I
I I i i
I -1 I I
i i i I I i i I i .1 i
I
I I I I I I I i I ,I ;
11 I ;
i i I 11 i
I i I ! 1 I -
- I
I � I I I I
I � i -.4
' I I
1
I I t I 1 1 1 1 I I
I I i - I . I I I i
I I
1 1 1
1 ! 1 1
I
=
1. I I I
10
I I I I I i
I -4 I i I i I
I I I
I I i 1
i i I I I
I 1 1 I I 1 N1
I
1. I-- I ---.-I
a I
I 1
I I I
i
� I !i �l �111 - - I
I
I I I I
I I
0001- i I
i I
! I I I i
I
1
I
It
" I
4 - 1
I I
I I
It i
I I
1 'l 1 1 1
I I I I I
i t I 1 1
I I I I
1 __ -
1 1
1 1 1 1 1 1 1
i i I I I I
_. i
I I
I
; i 11 i
1 1 1 i
I i I
'
I
I
11
i
I
i
I
i i I 1
I I i i
i I Ill I I 11 i I
77— I 11 I i �
i i I i I I i i i I i
i i i I I I
i If I I I I I I
I I I I
1
� I 1
� -- - �
i 1 i I I I
I 1 i i i I I '
I
I i ! I I I I I It i
I I �
i � I I
i It �
1
I �. 1
, I I I ; i
, i I I 1
I
It ! i i i I I I i I
I � -+--4----�-+---4--4---+-4----+----4-�
, I
I i ;
I I ; 11 ; i I I i
I 1 I I I I I i 11 i
I I + I i i I I I - 1 1 I I
- 4--4--' -------+.-4.-------t------+---+-----+----4---+--4---;
I 4-------4 1
i i i ; i i i i ! 1 1 1 1 1
j ;
I !
i I
I 1- --4-4
1 ; 1
i 11 I I i i ! 1 1 1 1
;
I I I I I I . I I I
- ___�_ �_ +_ 1
-------- +--+----i-- --�--- --- - - ­+­- 1 1
I I i
1 11 1 1 1 1 1 1
I
1 1 1 1 1 1 1 1 I I i
I I I I I I I
1 ----�--4--4-----4--+-+-4--�---,4-
I I I I I I I I 1 I
-I
W c
-
-
i
1 I I
I I i
I i ; I I I ...
I i I 1 1 i
I i
- - i
I I I
I
i
i ; 1 1 �
I I I i
I i I I I
� -
I
I
I
-
I.
I I
1
1 I I 1 1
I I I I I
1 -1 1 1 !
I
I I I .' I I I I I
I I I I I
I I -
11 i - � 1 1 1 I �---4----A­
I I
1 1 1
I 1 1 I
! 1 +---+—+-4-
" 1
I I
I I I
1 I i i
1 1 1• �__
I 1 1 1 I I 1
I I i i i ! i !
I i i i I I I I I I I f '
I I I I I I �
i i - 1 +---�--,
1 1 1 1 1 i
I I I i i I
11 i i � I
I f 1
. ! I I i
I -+_ t
I I �t ;
, , , i It
I I, i i i i i i
1
1 , i I I I I I I
� �-4---f---�--+---�-�--+---+---i—[---+-----4---+---4-+-----4----�-1------i-----+----+-------�---�-+--+---
I i I I I I I 1
I I I I I I ! It I I I ! I
I I I i I .
I I I
! ! i 1 1 1 1 1 1 I 1 1 1 I i
I I I
I I i
i i i
I I I I i i 1 I
I I I ' I— I
1 ­4­4­1 --+--4____+
1 1 1 1 i ! i 1 1
i i i I i !
I I I I I I I I I I
I --
-�----4--.4-4---4-----4---4---+----,--�.-
11 1 1 1 1 1 1 1 1 1
t I I I I
Z
I I I
I I I
I i I i I I I
I
I --
I i I
i
I
; ; i
I I i i
I I I I
i
I
I i
I I
i i i i i
I I I I I
I I I I I 1 1
1
i I I
I I I I i i i I I
1 1 1 1
I I 1
I
1
1
1
1 1 1 1
1 1 1 1
1
I I I I I I i �
I I I
1 i i I I I i i i I I I
1 1
I I �
*
i , �
, I I I
i i i I
I
I i - I "
i i i i i
I i I I I
I i I I I I I I
-_
I - - -
i i ___+_
T_ -
11 I I I I I I I I I I I I
I I I
— i �-��-+-4---�-.---4-------�-+-----4--4-----��-,,------+-----�-��--��----�--4---;---
i
I I I I I I f I I
--
4 i­ i
' I I I I
I I I ___� ---+--+- --4-
I i i i ___+ _+
I I I !
i i i i
0
I I I
__+__ i i i.. i i .
I i i i i I
I i 11
I
I
I
4 -
i i I i i
1 ----4---
It
1,
-- -4
I i
I
1 I I
I I i i
i I I
I I I
I
-+---- i i
! I
1 1 1 1 1 1 1 1
I I t
I I 1�-­-+--4­4---+--+��+---4--�-
1
i i
I
1 i I
I I I
11
I
I
I I I I
I I i i
i
1____T --- i
----I- - -_ I
11 1 1 I I I i i I ,I
I
I I I
I I I
i I I i i i I
i i i I 1 I
i I
'
! i -
i I
I
I ; I � ,I i I
i i i I ;
I i i I I I I �
I I _I _______l_ '
Ii
I i i
I I 11 I �
I I I I
i i i I I i i i
I I I I I I
, I
I I I i I
I I I I i
I i i i i i i I I i I I i I
I i I !
I I I I I i i !
-+----�--+-�----,---4"�--�,---I--..-,--�---4--�----+--4----4---t--
� I I
i I ;
I ! I �
, ­­
i i
i 11 I i i !
I
I ! i i
I
I I ,I 1
i i -_ 1 --.+----4-
I I - I T - - I --+---+- I
I -_ ___, I
I i i i ! i
i 11 ' ;
1 i
I i I i I I I I f
1 1 i i i -.-- 4, - i.
, -4-1--+_ —+-
I ; I i i i ! i i i
'�1.:....�
I i ! I
I I
� 1 1 - ----4' 1
I I
i i 1 I 1 I I i i
1
. I
I
I i !
!
I -
i
1 1 1,
i i
it 1 1 I 1.
i
1
I I
I
'I
11 .
i i I i i
I I I
1
I i i
I I I i I I
11 It i I I
I I I It I I I i i
1 1 ­1­4­4
1 1 ! 1
I I I I
I t I
it
i
1
1
i I i
1 1 j 1
I I I
__F_I
I
I ,;
I I �
i 11 i I 'l I I � �
! 1 i I I f I I I I I I 11
I I I I 11 I I 1 i z
I i
I
; I I I I
1 1 I I i
I 1 1 1 1 1 ! ; I I
1 L I --- -
I
� I I
! i I I I I I
" ! i I I I I I
�
I I ! I
I i
. i i i i
'l ! ! i ! 1 1 1 1 i 11 i I I I I
I I I I I I I I I I
-
-��--+--4------+------I------�---��-'r--,---+----�--����,---+- 4 !
i I I
i
I I I
I t +__
; i I
I i i i , I I I I
i
4-4- -,�,+----+--�-,--!---I---4--+--+.--4----T--------r
I I +1 __t__�
i ! i i i i
I
I i i I I I I, I I I
I I I
_____ i _--�--+--4 ..... 41-
I 11 I
i i i i i i
I I I I
I . i i
I i i
i 1 i ; i 1 I
i I
1 i i
I i
i i I
I.
I
I
I
�
I
11
i
I I
, 1 1 I
I
It I I I I
- I
I I I I I I
I It i i I I
I 1 1 1 1 1 1
! i
I —i
i � i I
i ,I i i
I
I
1
1
1 1 i i
1 1 1 1
I I I
i I I ! I 1 1 1 1
i I
i i 11 I i I I I i i i i ,I
1 1 1 1
f I I
1 i i i i 1 ! �
I I I I I I i t i i
i i + --- i
I f I
I 1 1 1 1 1 1 1
I � i I
I ­;.- - - 1 1
I
I i i
I I I i i i i i i i 11
I I I I I I I I I I I i I I i i
1--�-�---4--,----t,--,-+-,-�-,+-�--4--!-----+---4----+---+-----�--
i i i
I I
I I I �
i j i I I I I
i I i : !
- -
I I I I -�--+---4--+----4
I I I t I I I I
11 I
I I I I
I I i I
: i — I
1 I i I I 1 1 1 --4-----+--
I I I I I I I I I !
1 I I
i I I
I 1 1 1 1 1 1 1 j
i I I I i
i i i i I i
i i 1
I I i
1
i
I
i
'I 1 - 1
I 1 1 1
i I I
i i
1
I
1 1
It i
I I I
1 1 I It i
I I I
- i I I i 1-1 __+
I
I 'I I I 1 I
1 1 It i i
,I i I i i I
It
I
I ; I
i I i I
I I
I
11
I
i
i i i i
I I
4--4-----i ! 1. .. I ! 1 ------ --- i i I i
I I I
i i i i ! i
! i if i I I i 11 I I I
I I f I I I I I I
g
i I ��
I i i I i i i i
I I I I I I , I I I
I - 1 _1
1 1 1 1
It i i i i i i 1 1 1
I I I I I I I
i -4---- 1 i 1 i 4---P--4---+---4-4-4-4-�---4-----i---+.,------4---�-�---4--
I I I I I I I I I I I
I I i i i I I I I
I 1 1 1 I I I I I I 1. i ,I ! i i
+ ---
I
i i i
1 -+-
I I I I
� I I
It I i i ; � i i
.�__+__+_____4_
I - - -- i i i i I
I I
I I I I
i i i i i i
I I
I I i I ------ 4----+-- --
1­4----�— I I I
I 1 I I I
I I i i i I I I
. , i
I i
1 1 I i i I i I
I
I
I
I I
I
1
I I I I I
It i I I
1 !
! i i
i
I ­ I
i
4..._...__.
I i
11 I
, i i
I I I
i 11 !
I I I ,I i
i 11-11 i
i--+---�---1
I I
I i i 1 1 I I
11 I I I ! I
i
1 I 1 1
11 1, I I
I
1.
I
I
i i i
1 1 1 1
1 I I I
i I I I .i..... I I i 1 1 I i
1 1, 1, 1 i ; I I I I j
i I It
I If I !
I I ! It i i I I I I
I I I
-I----
1 1 I 11 I I I
i ! ! ! 11 I
I i I t 1 � t i i
i
i
" ! 1 ! 1 1 1 1 1 1
!
I I I I I I I I I
1
-_ F --- --- i--- - -,-- -
I 1 4-4—i 1 1
I I I I I I i It i i i
1. 1 1 1 ; I 1 1 1 1 1 1
I I I I
I I I I I I I .
+ ­4-----� 1 1 ---+-4---4--4-- -�- __+---4---4-+-+---4-----f-+-
i 11 i
1 I i
1 1 1
i
! : i
i 11 i i ; i ! i i
�
1 1 1 1 1 1 i I I i i
I I
--I ___r
i 1 1 1 1 ---+---�--+.--4---- 1
I
; i ! i ' f I I
i i i I i i i
11 i i I I I I I I I
I I _f______j__
- I
a �--�-4-+-�-�---4-
i i i i i i i i i
11
I i i i
1 1 1
I
I I I I I
I I I i -1
I i i I
1 1 i
i i I I I
I I I
1 1 1 1 I i
1 If I I I 1
, 1 i i
I I I I I
I i
I I ! IL __�_�_4_�
It I __+_�
1 1 i i
! i I
. I
- I - -
It
1 -
1
I
-
1 1 1 1
I I I I
1
1 1 -
i ! i i ,I ! I
1 1 ! 1 'I 1 1 11
I I I I t I I I ;
1 I t - I I
- - I
i I i i _4__ I I
I � I I i
11 I i i i i i !
. I ; I I
I i I I I 1
1 1 i
I I i !' i __� .
I I
�
I � I I I I 1 I I I
I �
I I I f I I I I I I
I . _' -4-�--t-t---4-+---4---+---i---4--4--+
I - i
� I
I I
I I I I i i ! i i i i
I I I I i i i I I I I I I I I I
__l____._+__+___._+__ -4-.---4---+---+-
i +---+---f- �_
I I
I I I I I I I I I 1 1
i ; 1
I I I
1 i i
i 11 ! i i i i
I I i I I
i -----,-,4 --.��----I----4--4--4-4--�-�-+-----t
i i _i_ -4-4--�­4 ----4
I
1 I 1 1 1 1 1 1 1 1 1
I I I I I I I I i I
I I I I
1 1 1 1 1 1 1
i i i
0
I I
i I 1
i I I
I I
i i i i
1 I I
1 1
1
I
I
1
I i
I
1 1, I 1
I 1
11 I I I I
I ! --r- -------
I i i I I
1 I I I i I I It i
I
0 i i I I I I
1 1
1 ---4-
_T 1
i ! i
I
I I I
a : I I
i i
11 i ! ! "
I I I I
�' 1
I
I
I
I i
I I
1 1 1 i I
I I
1I I
I I
-----I- I I
I i
I I I I I I i i
I I
I I
I i i i ____T_
I I I � I 1, I ---
1 It
i i I
I I I i
i I I I
I 1,
I
It
: i
I . I I i t
1 I I I I I ! 11 "I I I I I I I I I
I I
I I I I I ! I I I I I I I
I I I �
I ! 1. 'I
I I 1 1 1 1 1 It I i it it 11 11 I I I I
I
;
I ! 1 1 I i I I i
; I
I
I I I I I ,I
I 11
.
I � I 1 I I I 1 1 1
- I I I I I
! I III
i
- I
i i i
1 i
1 1 1 1 1 I i ! f I
! 11 I I I i I
I i i
! 1 1 1 1 1 1, : !
i i i 1
I i I
1 i I
I I ! I I I ! I I I I
I I I
i I i i i i i i i I I
I I I I I I I
i � I
I I I I I I I
I I I :
i i i i 11 I I I
i
i I i I
I ; I ! . ir
1 i i i i i i i
I I
It 1
i
1
I
I
i I I I 1
1 1 I I I
I I
1
I
, ,
I 11
If .1 I I i
I I I I I I
I I I I I I
i I I 1 1
I I I i 1 I I
1 I
I I I
I I I
i i I I
I I I
I
I
I
I
I I
i i 1 1
I I i
I I I I
1 1 i " 11 ! ! 1 1 1 1 'I : i
I I I 1 1 - .4- i I i 1 1 -4---- 1 "
I i i i ! 1 ! i i i
I I I I I I
I i i
I
I i i �___+____4 -1 �
I I I I
! i
It i I
I I I I I
3 1
i .
� -+-4- 11 11 +-+--+--+--4----
It
11 1 1
I I I i I I I I I I I I I
+---�--+---4-4---.-�--+---+-�-----i-----�---�---�----4------4---4--,--t-
It I I I I ! 1 1 1 1
, I
I
____ -
IF
i i i
I I I I I I I I f I I
i
I �
I ! 1 4 -_
i ! I i i ! i i i !
11 !
4- - - i i i ---+---4--+----f--i--�-
11 i I i I ! i i 1 1
1 I
i i 11 i i ; i
i i i 1 1
. l..
I i i i i
I I I
i
I
i
-_
I I I It I
i i i I I
-- I -A I
I i
11 I i i i i
! i i I I
I I 1
i i
i I I i
I I I i
11
I
11
I
I
; i
I I i i
I I I I
I , I I
I I I
i I I I I i i It ! i i i I
I I I I I I I I I I I I I
1 i i I _----t - - -------- i
I I
I i i I i i I
i i i �
- i
I I I I I I !
i i I i 1 1 -4 ------- 4--4­1 --- -
I I
t i I I i i i i i !
i I I I I I I
I �
I ; - I I I . -
I 4 ! -_ - T --t— -
I
It I 1
1 1 1 ; 11
i I I f I I I
I I I I I I i I I I I
___�___i__"__f___4__._+ I I
I I I -- ---�-----+---4__--4--
4 4-4-4- -4-
1 1 ' I
I I I
11
I I I I I I � I i I I
i I i 1 1 -+--4----4�­-4-- -, --y-
! 1 1 1 1
I I I I I I I I I
I i
1 ---4------+----4--4 ------- �--+�-.---4--
i I
I i i i i i i i
I 1 1
I i I I
'I 1
i i i i
.. I
1
i
1 i i I
I i
I I 1 1 1
` I I
! I i
I
i
1
11
1
i ,I
I
I I -
I
1 I I I
1 1 It I 1
I I i I I I I
I I I "
i - --I! -4----4- 1 -1
F--- �' 1 --4-
I I I I I
1, I i i i
I I I I I 11 I
i i i
I I I
I —+--
I
-_
1 I I i I
1, 1 1 1 1
I I I I I
+ i
I i I I I f-------!---------4-
1 1 I I 11 i I I I i i
1 1 ; I I I
I t I I I I "
I I I �
i i--+—+--"--
!
;
� I i
1
11 i i i i i I i I
I � i I I
I I
I 1 1 1 I
I i
� I i
1
I . 11 i i I 11 ll I
� i i
I ; I I I I I I
� 1
1 ­4----�-
I i 1 1 -4----4---
� I
I I 1 1 1 1 I 1 1 1 1
1, I I 1 I I I i i ; 11 i i i
I I I I I I I I I i I i i i I I I I I I I I i i I I i I
---4-
-1--4 i i i i i -4 ­4---�- I I
+---�--�--I--+----4--.--�--l'---�--4---4- 4- -r
1 1 1 1 I I I I I I I I I I I I I I I I I I
i i i
11 1 1 I I I I I I I
l' 1-----4---+--+----4----4----4--4-----�--
I I I I I I I I I I
i i
I --I --- -
I I
i i i ; I i
i i I 1 I I 1
i !
1 I
I i
I
SCALE:
"' —
I 1 1
I 1 1 1 1
1
1.
I i 1 1 1 I I I I I ;
I I :
I 1 I 1 ,I I 11 I
I t 1 1 1 1 1 1 1 1
I I I I 1 1 ! ! ! 11 i ! i i i i I i i
1, 1 I i i
I i i 11 I I I :
11 i i i i i i i
1 � 401
.. �i --'
I I I I I i I
; i i
I i I
11 11
I I
I I
1 1
1
i ; I I I
1 1 11 1 1
I
1
i
1 1 1 i
1 1 I I I I
IL 1 1 i I
I i i i I I I I I
I I I I I I i I
! I
I
I
1 I ! I
I I I I I
I I
I 1 .' t 11
I I I f I I I i It i I �
I I ! i + ­�­-+­ �__
-
1 1 1 � i
I I I ! It I
t I — � t
i i-
I i I I I I I I I I
-
� 1 ­4-4-- 11 - i i i __+_
1 r
I I I i i i
--4- --4-i----+----4--- -+--- -+-�­t--J­f- 4-��-+- 1 1 1 1 1 1 -4-4-4- __+
+ i ; I I I I I I I I T
i
i i i ___4_+ i i _+___4__l__+___
i i i i
10/20/2004
I I I I
i i i i 1 1 1 1 1
I
I
-1 -
1 1 i 11
1 1
I I I
1 1 1 1
i 1 I
! 1
1
1
11
1 1
I, L
! I - I I I
- - i -
1 1 I 1 I I I
1 1 1 ,
I i I 1 1 1 1 1
a I ....- ....
I -4- I 1 , 1 �--V­
i I i ; i i I
1. 1 1 i 11 I I
1 f I I I I I i I I
1 1 1 1
I i I i I ­_ i � I
-1 - I
I t
I I I i I I I
I 1 1 I �
I I i I I i I
1 I I I
i It 11 ; i
I I I I I i i i i
1
i i - - I i i 1 1 I I I 1 I I
. I �
i � 11 It i
1 1 i i i I
I i I I I � f I I
I I I
1 -4-4-
f I I
I i I I I 1 1 1 1
I -
I � I I I I I I I I
-
0 i I I 1 --- 4-,--4---+-...
! - i 4--4-
",I I
, i I I I I I I i i i : i
I I i I I I i i i � I I I I
I I i i i i ! I I I i i i i i i i i I i 1 1 1
I I I I
---+-- i - _1
-4----4--- 4--- I -4----+-------�---4-----��---4---4---4-4---+--4---+--A- r- ___ -
I 1 1 1 1 it
I I I I 1
i I i i i 1 1 1 1
11 ; i i i !
I I I I I I i I I I
- i i +--�----+---�----4--
! i I 11 i
" 1 1 1 1 1 1
.
I I I I I I
I 1
I I I ! i i i I i
i i
I - I I --I
i --- It
I
1 I I
I
I
i ,i , L
i i i
I
i i 1
I
I I I
I
11
1
,
I --
It -11
1 I
i I
---
i i 1 1 1 i 1 + -
I ! 11 i i i i
I I I I
I I-
i i
I ---DATE:
v-.. 1 ! 1 --- 4-----4 -I-- I I I
-
i i It i i i 11 i
I I i
I I I I I 1 1 1 1
i
I
I
1
I
I I I I i
i It i I I
I I
! i 11
!
It i ,I 11 11 i I I i
I I I t I I i 11 ! i 11
I i i I I ;
I I i I i I
11 i 1- i I i i i I I T_ -
I I I I I
1 I i i I i
I I
I i I I I I
I
- I
I
i I f I
I
I � 1 i
I � 1 1 1 1 I
I I I I i ! I
I I I 11
i ; i -----. -1 I i
1 1
I 1 1 1 1 1 1 1 1 : 1, i i i I I I 1 1
i I I . I I I I
' I I I I I i I I I I I
I I I I I I I I . I i I
i _L__ - _. . +
-4---4 --4---
11 1­4 --- 4- � --i- I i i i i ___f___+__ _F
­4­4- 1 1 _�__ I - I I I i
i I I i !
It 1 1 ! ! ' 1 1 11 1 1 1 1 ;
I I I I I I I 1 1
I I I I I I I
i__ T -i
I i i
I ; ; i I ;
1
I I I I I
-
I I ; ; i I
1 1
I 1
11
1
I I i I I
1 1 I I I I 11
I
-
I I
! i It I I i i
I I I I I I I
I
i ! I I I I
I I i i i I
I I ! I t I I
I
T----T
1,
I
1
1 1 i i i
I I I I I
i ! ;
i i I o I
I i i ! i i I I I I
�
i 11 I ,I I I I I I I I I I �
� I �
If
i I !
I I
I i I
I i i i i ; ! I I
I I I I - I
I i It ; t I
­4- i
I I I I I
I ! 1 1 I ;
� I I i i 11 i I
i .; i ----4 - ----- �'_ , I i i _+_�_�
' i
- - f
i i i i ,. i 1 I I
I I I 1 1 1 1 ! I I I I I I I I I I I I I I I I I I i i
I i i __+ - ----- �_____ 1,----A---. —4— i i !
I -!_ ----�----4-----�-+---+---4----�----+--+--+--+--+--4------�--i
I
It i i i i i I i I
I i I — _�__+ ---i—
; i ; I I
PROJECT:
04-0115
;
1,
I I I i i
i i .... +L I I I
I I
I i 1 1 1 1 1
! I I
i I
I I
I I
A
1 1
If I
11
1 1 I- i 11 - - -----
I It I
I 11
1 ! I 1 !
I I I i I
I I
i-- I I I .. . ....
I
I i
I I
11
.4— I I 1 I i I i
i I I I I I I 1
I 1 i I I I I I
I I I
I I- - I I I
I- - I
i__t_ I I 1
! i i i I i ! i i
I I I I I I
1 i I 1 1.-4---I---
I
I
! I i
I I I I
I I I
i It I I I
I
I I -_ .4-- 1 i I --TL-----] � I
� I i i
I 1 1
T. i i 1 1 1 i i i ! i !
-
I I I I I I t I
-I' ! ! i
i i -. � T_ -_ I I
- '� i ! i . I I i I i
i I I I
I 4----- 1 -I,---- 1 , I
I i I I I
I � i I I
I I
I I ,
1
, . I I ' t I I
I 1 1 1 - � I I
� �
I i i I i � It
;
I I
t t I I i i i
� I
;/'
I i i ! I I i
I I I
I i 1 -4- i-i i
I 11 11
I t I !
I i I I I i
I i i 1 I ! i ; I I 1 1 1 1 1 1 1 1 1 1 1 1 1
I I I I : I I I I I 1 1 1 1 1 11 I I I I I I I I I
I I I I I I I I I
I I 1 1 4-4--+ ---+---4--4-
-4-----�- � - -_
--A-----4- i I I -� -----I---.-----4------I---4---+-�----+---------�---'r-,+
It It i i I i ; i I 1 1 1 1 i : 1 1 1 1 1 1 1 1 1 1 1 1 1
I I I I I i i i i i
I I I 1 1 1 1 1 1
I - I +--+------i--4--I---4---+---�---�--
, i I i i i i i i i
DRAWN BY:
JC/DKN
; I. I I - ------ I i
i -
1 1­4 i i ; i
I I
i I i i
I
I
I
I I I I I
i i i i i
I
I � I
1 � 11 It i i I i i i .1 ! I
i �
I I ! I I I I I I I I 7 I I
1 i i I
I I It I I ; � i 1 I
I
It I I I �
I i 1 i I I
I I I 1 . �
" I
I I ,
� i i i
I i i i i
- �
I I I I I I I I
I _ I - -1 ---+-------4- I -
+ i i
I
I i I I ; 11
I ! I I I I I I I I I I I I I I I ; I I I I I I It I I Ili
I ( I
� ��� 1 1 1 -4----4---+----[-------+---+.-,---�----4---4-4---4---+---4-+-- i _-4--+---4- i I
I ;
I " I I I I I I I I
i __ i 1 +- ----4-
It
..
_j -_ -
I I I I
` I I
i i I I i ! i
i I I
I I
I I
I I
I 1 1 1 1 1
I i I !
11 i 11 i I
I I ; ; ; i I
i i I ! i i It I i
I I I
it
I
I I I I I 1 I I
I I I
-
i
i
I I
I i -1- I I
i ... - I I
I i I I I
i
11 ;
I 1,
I I
i I I
i I i i I
I I I
I I ...... F__ ---4-_+____l
1
11 i 1 1 1 1 1 1 1
- -Il 1 1 1 i i 1 1 1 1
1 I I I I ; I I I I I I
1
1 1 1 1 1 1 1 1 � I I 1 " 1 1 1 1 i I I
t � I
-1
I 1 1 , " 1 1
I 1 1 I �
I I I I I I I I I
1 i I 1 1 1 1 1 1 1
�
I i i I I I I I I I
I I I
i i ; i i i i i i
I 1 1 1 1 1 1 1 I 1 1 1 1 1 11 i i i i � I I I I
" 1 1
I I i I I I I I i : I I I I I I I
I I I
I i i i i i i i i
I I I I I I I
---.J-
i i 1
! i i
i 1 I
I
I i
1 1 I i I I :1
I I
I I
If i
I I
i I I I I ! i I
It I
i I I
I ,I ,I- 11 !
I
I I I I I
I
I -
It ! I t I t1-
-
-
I
i ! I I ! I
__-6-I 1 1 � 19
i . __I I ! ! . � - - -,
20+00 21 22
23 24 25+00 26 - - 27 28 29
-_
SHEET
3/4
- 11
-
-- I
I - -
-0, -
I
- - - - —
I -

I I
11
REVISIONS
::. :'.
. .1 . . . . . . . . . . . . . . . . >- ---� '. 1. . . . . . . . . . . . . .
\ ''I .. . . . . . . I . . . >--*,� I . . I . . . . . . I . I I . . . . . . I .
,--- -�
:= cv ..
.;: _; ;
c� \ . ; . ; .
4 .:
f
���� ��
��
11
x ° �
.
---y1
/ / \�/
�� T i
11
"
�.- 5•.1 (: ) i
yid 4, 1a
i�s��
. i
�Lki
.._
' ) '
I QQ�j �, Q
ft I, 0* �,.-_ vI , Q pc � Ln O
V � C_ L. t0
cov" , , . IM / "'*'
1Y U 1 c"'c INin
I r- L o
CQ w c w c„
t � W� '� (� o. z
"� 'moulow to X
m
v z z
100 LF 5: 1 SWAB
Q 6 LLJ
11 V c z a uo
j
�" 0 Z Q o o
�?.15
j
ti
cl-D! ? �� w o
W , �"' -v `'' M
�. c 1
' �'� ( N
Cif ' �// _ w
�, —. 00
Q Q * j — M O
I � i LL. U =
zi z U
�!
j - ,`
�\ �� 1
I
II
1
i ! ,iillilijt
I °COURT o,
SCALE HORIZONTAL = 1 "= 40'I'l
''� , ,j
.*
�,.
VERTICAL = 1 "= 4' , p .. ',P 1"
: . `= 'z
— - �i.-
- <
�} ,.4.
0 .
s w h "
,
1 F -'
t - I s .
, 4 I s s "
"�,y
i
I.
I
I << k
V x
"
/'���-- 3 0
- --- --t
3({-- , -F-F.... i t 1 # t 1 # # # # # I # , 1 i 1 1 1 1 1 1 1 ! 1 1 1. 1 1{ t I I i I { t f f. I I I i i i # i ! # I # # # ( f ! I I I I i ! 7 # # I i i #
\,,,/ I 1 1 1 I 1 I i t ( i I I i l ! 1 1 i i I i I i 1 I I 1 i 1 I I I 1 1 I I 1 I 1 I I 1 I I J I i t 1 i i I t i I I i I 1 I i I I i I I I I
I i I # i t I 1 I ; ; i .:.j I i I I 1 ; I I I i I 1 I I I I 1 I 1 1 1 1 i i I 1 ; 1 i I i I I I I f t I t 1 1 i # 1 # I I i i i 1 I I I 1 I i I i I i 1 I 1 1 I 1 1 I 1 1 I I i I 1 I I I I 1 I 1 i I I 1 i I I I I 1 I i I I
1 I i i 1 I I I I 1 1 I 1 I _.
I f I 1 I I i i t 1 i I 1 1 I I I I I 1 I I 1 I I I I ! I 1 I 1 I I I I I 1 t
1 1 I I 1 1 I 1 1 I i 1 1 1 1 1! ! #
I I I I I i I i I i _ ' i t { I f # I I I 1 I I 1 I 1 1 1 t i I i I I i I # I # I I 1 # t I I I i I 1. I 1 I I I I I I i
1 ! I 1 1 I 1 1 1 i 1 1 I i 1 # i { I I i I I i 1 I 1 1 i I I 1 I 1 1 I ! 1 1 1 f I I 1 # 1 t I 1 1 # I # [ I 1 I 1 I i I 1 i I I I #.
i I i I I 1 I 1 1 # I I I I I I i I I 1 i I I t 1 t I I 1 1 I i I I t ! 1 1 1 i I i I 11 I I 1 I ! f 1 I i i i I ! t 1 I i I I i I I I I 1 f ! I ! f 1 I i I I I I I i ! I I I 1 I i i t i - i t 1 I I f I I I I 1 I 1 I f I I I i I I I
I I I f I 1 I I I i I 1 # I I t I i i i I I I I i I 1 I 1 i I 1 1 1 1 t 1 1 1 1 1 1 1 { t 1 I I 1 ._..
t I I I I 1 I 1 i I 1 1 1 1 1 I I
1 1 i I I I t f 1 I i i i 1 1 I 1 1 ( I i I i I # 1 t I # 1 I i
I I I I i 1 I I I 1 I I 1 #
1 I i 1 I # 1 I 1 i 1 I 1 I I 1 i .-i # 1 I 1 I 1 1 I 1 I I 1 I I I I i I 1 I I i i. 1 1 1 1 1 t i i f I 1 I f I I t I I i 1 ! 1 1 1 1 1 1 1 I ! 1 1 1 1 1 1 1 1 I I 1 I i I I 1 1 ! I i I 1 1 1 I 1 I I 1 I I.
Ii I I 1 f 1 1 i I t I I I I ! 1 I I I I i i I 1 I I I I I i I I 1 I i I I 1 I 1 i i I i I i I i ! S t ! i i i i I ! t I 1 I I I I I I i I i I I i i I I 1 1 = t 1 1 I 1 1 1 I ! 1 1 1 I I f 1 1 I I 1 1 I i { 1 # 1 I i # i I I 1 I I I i f
1 1 I I ( I I 1 i 1 I 1 I I i I i I 1 t I I f i I 1 I I 1 1 I i I i i I 1 ! 1 i 1 i i 1 1 1 I i i
# I J I I i 1 I I i ! I i t # 1 I ! i i i 1 I i t i ! I 1 t I I I I ( i i 1 i I I i I I 1 I I I I i f i I i ! ! I 1 I i I 1 I I i I i 11
W J I 1 1 1 I 1 I i f I 1 I 1 1 I t I I 1 I I I 1 I i i I I 1 I 1 1 1 I I I i 1 I i 1 r 1 I I t I f 1 # i I 1 i I 1 i i t i I # t # 1 1 I 1 I 1 1 I i I 1 I I I i ! i I 1 1 l f i t I I 1 1 I 1 1 I 1 1 f 1 I f I 1
1 I i i i I I 1 1 i I i 1 I I I 1 I I i I t I I i I 1 1 1 1 1 I I I I i 1 1 1 1 I I 1 I i i I I I 1 1 i I I 1 # I 1 f # i # l # 1 1 1 ! 1 t I # i i i S i I I 1 1 1 1 I I I I# I 1 # I 1 1 I I I I i {# 1 I 1 I I 1 I I 1 I I 1 I 1 1 1 I 1 u
i # I I 1 1 1 1 I I I 1 1 t I I 1 1 1 i i 1 # I 1 i t 1 I i I I 1 I I ! I 1 1 i i i i I I I 1 1 I i I # I I I I 1 # I I 1 # 1 # I f 1 i I f # t # ! # I 1 i 1 i 1 I I I # 1 f 1 I I 1 1 1 1 I 1 1 I 1 1 # I I i t 1 1 1 i # 1 I 1 I 1 # I
T I I I 1 1 i 1 1 1 # -I 1 I 1 I I 1 1 I 1 1 1 I 1 I f i i I I t 1 I 1 I 1 I I I 1 I i I 1 I 1 ! i i 1 i i i i I I i I I 1 I I 1 I I I t I I 1 t I 1 'I I I I I I I I 1 I I i I I I 1 I f I i I i I -I 1 I 1 t I i i I i I I 1
+� # i 1 I 1 I I I i i t i I I I 1 1 1 1 I 1 1 1 ! I 1 ! I 1 1 i I 1 I 1 1 1 I f 1 I 1 I 1 I i I I I 1 1 I I I I I I # I I 1 I I 1 i 1 i I 1 I i I i i I I I 1 I t 1 ! I I I I I I 1 I 1 I I I I i I 1 I
i ; I I I 1 I i I 1 I
I i i I I I I 1 i I I
CL 1 1 I I I i I 1 i 1 I i I I I I I i i 1 I i 1 I I 1 1 i I 1 I I I 1 I I I 1 1 1 1 I I I I I I 1 1 I I i 1 I 1 # I I I i I I I # 1 1 1 f I 1 i 1 # I 1 I t I I 1 I I I I 1 ! I I I 1 1 i 1 1 I 1 i I I I i I i I 1 I I I 1 I 1 i i I 1 1 I I
I I i 1 I J I ! I I t i I 1 1 1 1 1 1 I I i I I I I 1 I i I t I 1 I i I i I i t I I i I I I i I 1 t 1 # I i i # i F I 1 1 1 I I # I 1 1 i i I i I i 1 I 1 f i i i i i t I 1 1 ! 1 I i i I 1 t ! 1 ! i 1 f 1 1 I i I 1 1 1 I I I I ! i t
�� 1 1 i 1 1 I I ; 1 I i i I # I 1 I i i 1 I 1 i 1 1 I I 1 1 1 1 I I I i I I i I 1 I I I 1 1 I 1 I I i 1
I ! i # i 1 # t t t I I 1 1 1 1 t 1 1 1 1 1 1 I 1 1 1 i 1 I- I I I I I I I 1 1 I 1 i I I I I I I 1 t i I I I 1 I I t 1 1 I I I t I I I I
1 i 1 1 I I 1 I I 1 1 1 1 1 1 I I I I i 1 1 I I I I 1 1 1 1 I I I 1 I i I I 1 1 I 1 I { I I 1 i I I I I t i i 1 I # t i 1 i z 1 I I 1 1 1 I I 1 I I 1 f I i i 1 I 1 1 ! 1 1 I 1 1 I I 1 I I 1 t 1 t 1 1 i I I I I I 1 I
O ! I 1 I I i I I i I i I I 1 1 1 t I t 1 1 1 1 I 1 I 1 1 1 1 1 I I I 1 1 I I I 1 7 I 1 I 1 I # i 1 ! I 1 1 { t # 1 # I 1 I 1 i 1 i i 1 1 1 i 1 t i i I I 1 I I I 1 1 1 I { i I I I I i I t f 1 1 I 1 I 1 I 1 1 I I 7 1 f I i I 1 I 1 1
1 1 t I I 1 I I 1 1 1 I I 1 I I i I I 1 I t t i I 1 1 I i I i I 1 1 I i I I i I I I I I I { 1 # i F t t I I 1 I i t i # 1 # I t # 1 1 1 I = 1 1 1 1 I 1 1 1 1 I I 1 I I 1 I 1 1 1 1 I f I i i I I I 1 1 1 i ! I I I ! I O
I I 1 I I 1 I i I i # 1 I ! I I I i 1 1 I i 1 i 1 I I 1 I 14. i I i I I i I I I i 1 I f t I ! 1 I 1 { 1 t 1 i 1 ! I I t 4 t 1 I F ! I i # i # i I I # ! f I I I I i 1 I I I I 1 i 1 I 1 1 i i I 1 # I { I I I t i i I I 1 1 I 1 I i I i t I 1.
N i i I 1 I I I i i I I i I 1 I 1 I 1 I , i # 1 1 I i i I i 1 ; I 1 I ! I # t I I I 1 1 1 I 1 I i 1 1 ! ! 1 , # 1 i 1 i t I ! i i ! i 1 1 1 1 ! I I 1 i i I I 1 1 i 1 # 1 I ! I , I 1 I i i I 1 I i i i I 1 I 1 i i i ! ! i
f f 1 i 1 # # 1 I # # i 1 i i 1 i 1 # I i # # I # 1 I 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i i i I I I 1 I 1 I 1 1 I I I I i I i.
i I 1 1 i i ; i 1 ! i ! I I I I 1 I ( 1 I I I I 1 1 1 1 1 1 i ! ! i ! I 1 1 t 1 1 1 1 ! i ! I 1 � Z
r� I I I. i I I i # 1 ( I 1 1 I I 1 I t 1 1 I I I 1 I i I I I I I 1 1 I I I I I 1 1 1 I i I # 1 1 1 I i I I t 1 # # I 1 I # I I i I i i ! ! 1 1 t I I 1 { I t i 1 { I I I t f i i I I ! ! f i I I 1 1 1 I i i I I I i 1 t I I t i 1 I I 1 I I I I
I i f i I 1 f I 1 I 1 r I 1 1 I I I 1 I 1 1 1 1 I ! ! I I I I I I I i 1 i I t 1 I 1 i # # i } I t I i 1 t 1 1 i i I 1 ! 1 i t I 1 I I I I 1 1 1 1 1 1 1 1 1 t 1 I I i I 1 i t i 1 I ! I 1 I I i I t 1 1 I I I f I i t I ! 1
I 1 1 I 1 I I I 1 I I I ! ! 1 i 1 I I I 1 I I i I i I 1 1 1 1 I I I 1 1 I 1 1 I I 1 ! I 1 I I I I 1 I I i i 1 I i 1 1 I i i I i I E 1 # i i # # # 1 1 I I i I I 1 I I i I 1 I 1 I I 1 I 1 I 1 i I # I I 1 i I I t I I I I 1 1 I 1 I I t I `/
I 1 t 1 1 I I ! 1 t 1 1 I I 1 1 i i I 1 I 1 1 i I 1 1 1 I 1 I 1 i i I i t I ! i I t I I i I I I I i I I i i f i ! # I # 1 I I ! I i I I I 1 i i f I I I { 1 ! i I i 1 1 I 1 1 1 t i I 1 I 1 i 1 1 - 1 f 1 i t i I i I I I # f I I i 1 I I I I 1
I I i I 7 I 1 I 1 i i 1 I I 1 i 1 t i I 1 � � # ! I 1 1 1 i I t I 1 I 1 I I I I I I 1 1 1 i l 1 1 1 1 # 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1. J
I
I{ { I 1 I i f i I I 1 i i i 1 ft�, C " I I I I I I I I I I I ! I I 1 i 1 i I I I # I I i 1 I i I 1 I # 1 I I 1 1 # I I I I I ! I I I I I I I I I I i. 2 0
Q I i 1 i i i i i i 1 i ; ; ; I I I I I 1 i i ; 1 1 ; 1 1 i 1 ; 1 ; ; ; ; STA: t♦,;V.10 I.EV:I 16.9�2 i ; ; ; ; ; ; i ; I I. ; ; ; 1 I ; I ; ; ; ° I i 1 ! " i ' I I 1 " I I I I 1 1 1 I 1 I ! I i 1 1 I i I I I J 1 I I 1 1 I I I 1 1 i I I i I # I i i 1 I I I �
O 20 ! 1 ! ! ! i I I 1
1 1 1 I I 1 t i I I I I 1 I 1 I i i 1 1 1 1 1 t i 1 I ! # 1 1 1 1 1 1 1 1 1 1 1 -f 1 # i # i ( ! 1 1 I I ; I i I i f # 1 I I 1 i i I I I i I i # i I ! # i I i I 1 1 I I 1 I 1 I i I 1 I i t 1 1 1 1 1 I I 1 1 I 1 I # I r', w �
('1 1 1 I t 1 1 I 1 ( 1 1 1
I 1• 1 I I i I I 1 I I 1 1 1 1 1 t I I I I i I 1 i 1 I 1 1 i t I 1 # { # i 3 I 1 I t I { # 1 1 1 -# i I I I i # 1 I I I I I I 1 I 1 I 1 ( I i I 1 1 I I I I I i I I 1 1 1 I I I 1 I I I I r 4
`.+ i 1 i 1 I 1 1 1 I 7 1 I 1 1 1 I i I I I I I 1 1 1 I I i # # 1 # i I I 1 I 1 i f J # # 1 1 # i I 1 I 1 1 I t I 1 1 I I 1 1 1 1 I 1 1 1 I 1 I 1 1 I 1 1 t I i I t I ! 1 1 I I 1 1 1 I I
1 i " I ; I 1 I I I I I I I I 1 1 I 1 1 ! 1 i
i I ; I ! I i 1 I i S t # I i # I 1 # 1 I 1 ( I i I 1 1 k 1! 1 1 1 ( I 1 1 I 1 1 t 1 1 1 I t f ! I 1 1 1 1 I i 1 1 I i ) I 3
! ( 1 1 1 1 1 I 1 I 1 i 1 i I 1 1 I I I 1 1 1 1 1 I i I I I ( 1 I I 1 i i 1 1 t I 1 I 1
'�1T (i(�. ! t I I ' ( ; ; 1 ; ; i I ! i 1 I 1 i i i i 1 I I I ! 1 I ! i 1 " `1 ! i I { i ; i i ; I 1 i I I 1 1 I I I I I I I 1 ; ; ; ; ; ; i I ; 1 ; ; ; i ; ; i ; ; 1 ; ; ; ; ; ; I i ; 1 ; ; ; I I I i I 1 1 I I I 1 I 1 I I ;.
("� 1 I 1 y-' i 1 I 1 i 1 1 1 ! { i 1 i i I I I I I I i I I 1 .1 I I I I 1 1 1 1 1 1
`� 1 1 ; ; ; ; I I 1 i I i i 1 I I 1 1 I I ° O
�--4 ; 1 ; !
\ I.. ! i t # I ! # 1 ; ; ; ; ; i ' ; ; ; ; ; ; ; ; I ; ; ; ; ; ; ; ; ; i ; ; ; ; ; ; ; ; ; i ; I ; ; I I ; ; ; i ; ; 1 ; ; ; ; ; I I ; ; 1 ; ; ; ; ; ; i ; ; ; ; ; ; ; ; ; i ; ; ; ; ; ; ; ; ; i ; ; ; ; ; ; ; ; ; 1 ; ; ; ; ; ; ; ; ; V
1 ! 1 I I I I i i # I i ! i I I 1 1 1 I i I I i I I I i I I { i 1 I 1 I i i 1 1 t 1 1 1 1 1 1 1 1 i # 1 i i I 1 1 i 1 I 1 i I 1 I I I 1 I 1 / I i I 1 1 1 f 1 i I i 1 1 i 1 t t I 1 I i 1 I 1 I 1 I I
I 1 ! I 1 I I t I I 1 I ( O
��) 1 t 1 I I I I 1 { I 1 1 i I 1 I i I # I I i I I I # 1 I i i 1 1 ! i I 1 1 # I I 1 f i I { 1 1 1 I 1 1 i I 1 I i 1 1 I I # 1 1 I 1 I I ! i I I i I i I I 1 i i 1 I I I I I 1 I
1 1 I I ! 1 i 1 1 i I I ! 1 1 1 1 I I I i 1 1 t f 1 i i I I i i i i I # I ! I I 1 I I ! 'I I I 1 I I 1 I I 1 I I I 1 I I I I I I i I I I I I I 1 I i I I I 1 I I 1 { ! I I i f I I t I I I I I rw
1 I t I 1 1 i i I , , 1 I I I 1 # 1 1 i I 1 i I 1 1 I i 1 I I 1 1 1 11 I I I I I 3 i I I I ! # # I 1 f 1 1 i I I I I i I I 1 I I I i ( 1 I I I 1 I I I 1 i I 1 1 1 I I 1 I I 1 I 1 I I I I I I I O u— V�
I i 1 I I cr-
I 1 I i I 1 1 1 I i I i I 1 I�pg T-'T"__",i
I l i t i I 1 1 1 1 I; 3' 'iN,1 ; I;;;;; I I; I I;; I I I; I; I I I I I I 1 1 1 1 1 1 1; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i I_ 1 1 1 1 1 1 1; 1 I I I I 1 1; 1 1 1 1 1; 1 1 1 1 I I v
f i I i ; ; I I I 1 1 I 1 I 1 1 i a. �.
m 1 I I ! 1 1 i ! 1 1 I I # 1 t i T i i 1 I I 1 #Yt I I i i I I I I i i I 1 i I i I 1 1 1 1 # 1 i 1 E # I 1 I i i i i i a I 1 i I I 1 i i I I 1 I I I I I i i I I I 1 I t 1 1 I 1 1 I I I 1 i i I I I I -6-0
3 I , I I i I I I # i i ; I i I I 1 i 1 t # 1 I 1 ! 1 1 1 ! 1 1 i 1 1 1 1 1 1 I # I t 1 i i # i I ! I ( I i I 1 i i 1 t ! i t i i i I 1 i i I 1 t i i ! ! # i i i i f J J t 7 t i i I 1 1 I I 1 1 1 ! I i'
I 7 I 1 I I I 1 I . ' STA:� 0+1 Lp V: 1+1.15 ! ; ; I ; ; ; ; ; ; 11 ; ; ; I ; I ; I I i ; I I I ; I ; I I 1 I ; ; ; 1 ; ; ; I 1 I ; ; ; ; I ; ; i ; ; ; ; ; ; ; ; ; I ; ; i ; ; ; ; ; ; i ; i ; ; ; ; ; ; ; i ; ; ; ; ; ; ; ; ;' CI6 >-.4 — "k (V
iC i I 1 1 I I I I ; I I I I I I I I i I I i I I f " /� uj
/�
'^ 1 i I I I I I I i i ! I I I I i I I I i I f I I i I ! I I It I i I I I I I I # 1 1 1 1 J I t I I I 1 1 f i ! I I 1 f 1 1 I t i I ! 1 1 I I I I i 1 ! I { i I 1 ! I I I t i
V 1 1 I I 1 1 1 ; ; 1 # i I 1 I I 1 1 I i I 1 1 1 I 1 ! I I 1 I t I i t i i { 1 I # 1 1 I I i 1 I i # ; i t ? # # I i t I I 1 1 I ( 1 1 I i 1 1 I 1 I ( i i I 1 1 1 1 I 1 1 I I I 1 1 I 1 I I 1 1 I I t 1 1' O
A� I 11 ! 1 1 ; ; I I i I I 1 I 1 I I I 1 I I 1 1 I i I I l 1 i I 1 1 I 1 I I I 1 1 1 t ! I 1 I 1 1 t 1 I i i I i i i i i i i i i i i i i i i i i i i i i i %j_ S.
;
W ; 1 1 1 1 I I 1 1 I I I I I im 0
...I
I 1 I I 1 i i i I 1 I 1 I 1 I 1 I I f 1 I 1 1 i t i i I I i 1 I 1 I 1
i i I 1 t i i I I I I I i i I I 1 I I i I I 1 i 1 1 i ! 1 I I 1 i # I i I r I I 1 I I t I I i 1 1 ! i 1 I ! I i
/�' f i 1 1 I I I I I I I 1 ! 1 I I " i I 1 ! i I I I I i I 1 1 I 1 1 I 1 1 1 1 1 1 1 I 1 I 1 i I i # 1 t t 1 I i i i I i 1 # 1 # # # # 1 1 # 1 i I I ! I I I t 1 I i 1 I I I I I i 1 I 1 I I I 1 t I 1 I i i t i I I I i I I I C
�.}- I 1 I 1 1 I I I 1 I 1 I ! I I ! I i # 1 ! i i I J f..i..
# { 1 1 1 1 1 1 I 1 1 I 1 1 I 1 I 1 1 1 I 1 1 I 1 I 1 1 I i 1 I I I I I I I I t t I I i I I i I i 1 1 1 i t t { 1 f { t ! I 1 # I 1 I I i i i i I I i i t I i 1 I I I I i I I I I i I I # I i I i ! ! 1 i 1 I I 1 I I t ! I I 1 I i 1 I 1 I i
0 1 1 1 I I I 1 t 1 1 1 1 1 I I I I I { 1 1 i I I I 1 I 1 t 1 i 1 I i i I I I i I I I 1 i I I I I t 1 I I I I f I I i i I I I I 1 I 1 i 1 1 1 1 1 1 1 1 # i i I i 1 1 I f 1 # i 1 7 1 ! 1 I I ! # I # I i I 1 J I I 1 1 I C
{ I I I i i I I 1 i I ## I 1 I 1 1 1 1 1 1 1 1 I 1 I I I I 1 I 1 I I 1 I ! 1 1 i I I I i i I I i I I 1 I 1 1
1 , # # 1 1 I i 1 t # 1 I I # 1 1 i 1 i # ! 1 I i # f f I i 1 t 1 I i 1 I I i I I ! 1 I I I i I i I 1 t 1 I 1 I I 1 1 I I 1 I I
1 I 1 I 1 I 1 1 i 1 1 I i ! 1 1 I 1 # 1 I 1 I 1 1 i i 1 I I 1 1 i 1 1 1 ( 1 1 i I 1 1 1 1 # # I i I I i I i # # i i 1 I i #
y ! I 1 i I 1 1 f I # 1 1 I 1 I 1 1 I i 1 I # I I i 1 t i t 1 ! I 1 1 1 1 I I
{ 1 I t f I i i I i 1 I i I 1 I 1 i I I
f ! i i 1 I i I i 1 1 I 1 I -
# ! i 1 ! i I I i i i t 1 1 I i 1 f # # I t i # I i I 1 1 # ! f I I i ! ! i ! 1 ( i. o
a ' # i , I i ! # I i 1 I 1 1 I I I ( i I I I # 1 1 I I 1 I ! i I i r 1 I I 1 I i i I i i i I I I I I t 1 1 t 1 I 1
I ! 1 i # t # i I I i i ! 1 I 1 1 i i I I I 1 i 1 i i I i 1 ! 1 1 1 1 1 1 1 1 1 ! ! 1 1 1 1 1 1 1 ! ! 1 ! i'
/ I i i i , 1 1 ! 1 i I I # ! 1
I i # 1 1 I I I 1 ! i I i i I I ! i I ! 1 I i 1 1 1 1 i i I # 1 1 # i I I { , I i # S t t I 1 # 1 i 1 I I 1 1 I i I I # I 1 1 1 i I I ! ! # # 1 I i I i 1 I f i ! 1 1 1 i I 1 i ! i I I
I ; I 1 I 1 I i 1 1 t i I I I I f 1 I I I 1 I I I I I I I I i i 1 ! 1 1 I ! ! ! i 1 I I I i t 1 # I I # I
V/ i i I 1 i i I 1 # # I i i i 1 I I i i I I I I I # I I I ! i I i 1 # 1 1 1 1 1 t 1 I i I I 1 1 # ! ! 1 I ( , I # t i , I 1 # i ! 1 ! ! 1 I 1 I i I 1 1 ! I ! 1 i ! # i # i I 1' # 1 1 # i t 1 1 i I I i 1 I i t !:
i i I # ! ! ; I ; I 1 i ! I 1 I 1 1 i I i 1 I I i i t # i i i I I I I f ! i i ! 1 1 I i I 1 I i i 1 I I # 1 # # r t f ! I i I I I I I I I I I I I I I I ! I J I I I I I I I I I I I I I I I I I I I ! t f i I i I i ! 1 ! I i 1 # i ! 1 I H -
•�' ! 1 1 1 I ! ! I f I ( I # i 1 1 I I i I t I 1 t I I 1 i I I I I I I i I 1 I 1 I i I 1 I I { I # f i I I 1 J i 1 1 I ! ! 1 t i i I i I i ! 1 1 t 1 ! I I i { I I I I 1 ! i i I i i l I t ! # ! i i I i i i I I I I 1 I ! i I
I 1 1 f i t 1 1 # i 1 # 1 1
•i
I I I I I 1 I I 1 i 1 I I i I 1 I I i I I I 1 1 I ! 1 1 1 1 i I ( f i f 1 # 1 1 I I # I I # t 1 i ( F # I 1 ! 1 1 1 1 1 I 1 t I 1 1 I 1 1 1 1 ! I 1 1 1 1 I 1 1 f 1 1 I I i 1 I 1 1 I 1 1 I i 1 I 1 I I i I
1 I f ; i 1 i 1 i 1 1 1 1 1 I I I t ; I I I 1 I I I I i i I i 1 1 1 1 1 1 1 ; I I I 1 1 1 I 1 i 1 1 1 I I i ; 1 I 1 I i ; 1 1 1 I ; I i i 1 I 1 1 I 1 1 1 I 1 I I I 1 i i i I I 1 I I ; 1 I I I ; ; i I I I 1 1 1 ; 1 I I I I 1 / i I t t i I I I I I ' i I I I } Pro1 I # , { I 1 I i I 1 I i I I I i f ! 1 1 1 ' �1
�� 1 i 1 1 1 I
1 I # 1 i i ! i i I I 1 1 I 1 f 1 I 1 I 1 I I I I i 1 I i 1 i # I I I # i l 1 1 E 1 I 1 1 # 1 i # I 1 1 I I 1 I t 1 I i i 1 ! I 1 I 1 1 I I I i I 1 I f I I # J I I ! 1 I i 1 I 1 I 1 i I 1 1 i
4-•I I t 1 i 1 1 I i i # ; ; ; I I 1 I I I i i I I I I i i I 1 1 I I I 1 # i i i I i I i I I i I 1 1 I I I I ! i # # 1 1 i i I i I I ; ; ; ? I 1 1 I I i 1 1 1 I I I I I I i ; 1 I 1 i 1 I I 1 1 1 1 1 1 ; I 1 1 1 i i I I I I I 1 1 ; 1 ;
i i 1 1 i 1 I ! i I ! f i I I 1 f I I # I I I i I I 1 I i i i i i I I I ! 1 I I 1 I I 1 I 1 ! I i i i 1 # i I f I 1 I I
0
I I 1 i I I I 1 I 1 "
i I 1 I I I I I I I 1 1 I 1 ? 1 1 I # i 1 I 1 I I I I 1 1 1 I l 1 1 1 # 1 1 t 1 I I
1 1 I i I I 1 I I I 1 1 i I I I 1 1 1 1 1 1 I 1 1 1 i i I I ( I I i 1 1 1 1 1 1 i 1 1 1 1 I I t t ! 1 t I I
" i 1 I I I 1 1 i I I i 1 i i I I 1 1 i 1 I I I 1 'I 1 I i I I I ; # 1 I i i f 1 I 1 i # I I i I i ! # 1 1 t � I ! i # 1 i 1 i I 1 1 1 I # 1 t t i 1 I 1 I 1 ! # i i h 1 I 1 I I 1 1 I 1 1 I I I 1 1 I I 1 f
1 I i ! I i I 1 I 1 1 I i I I I i 1 I I I I i I t i ! I 1 € i I i I I I I I 1 I i I i I i I i I I t i I ! I 1 i I I 1 1 1 ! I i I 1 1 i I t 1 1 I I 1 I I 1 1 1
O I 1 t 1 1 I # 1 I i i I
I i 1 i I 1 ! I 1 1 I i 1 1 I I I 1 1 I 1 1 I 1 f I I I 1 I i I I 1 1 i I I 1 1 I I I I 1 ! i I
I i I # I I 1 1 t I i i I i ! 1 ! ! i I i 1 1 t I i I 1 - 1 1 i i 1 I I 1 I I I 1 I # 1 I # I 1 I f t I i # I ! I # # i t i 1 I 1 I 1 1 I { 1 I 1 1 ! t I I 1 1 i ! ! i I i # I ! i I 1 1 I f I i I I 1 I I I I 1 I I I I
-� I I I 1 ! I i I I t f I 1 I I I I ! # i 1 1 i I I I 1 1 I i i 1 I 1 i i i 1 I I 1 1 I 1 1 1 1 1 1 1 I i i I I i I I I I I I 1 I ! I ! 1 I I 1 I I 1 I I I 1 1 I I I I I I I I 1 1 t I i I I I I I i ; I I i i I 1 I
i i i i i I I 1 I I
I I 1 i I i # 1 I I 1 I I I i I I i I ! 1 1 i I I I # I 1 1 I I i 1 I I I 1 I I I 1 I ! I I I i I ( 1 t I I 1 t # # I i I I 1 I # 1 t i 1 i I I 1 I I i t I I I I i i I ! 1 ! I 1 I I I 1 I i i 1 11 i 1 I 1 1 I I
U 1 1 1 1 I i I t 1 1 f I i I I I I f I i 1 1 I I I I 1 1 I I t i i I I 1 I I I I t # I 1 ! I 1 i t t i i I 1 # i 1 I 1 1 I t i I 1 i 1 I I t 1 I I i 1 i 1 I I 1 1 1 I I i I f t 1 I I i i I I 1 I
a " ; ; I 1 I t ; I I ; I I ; I i 1 I 1 1 I 1 I I 1 7 I I I 1 I 1 I I 1 i I I I i i I I I 1 I ! i I 1 i I 1 I I l I 1 I I 1 i I i i i i i i I I 1 i I 1 I 1 I I 1 I I I 1 i I I f I i 1 I I i I i I i i 1 1 I 1 i I # i i I I 1 t t i
I 1 I i I 1 1 I I I I 1 1 I i i I i i t ! i i i i I 1 i I I i # i i ( I 1 I 1 I t I 1 1 # I ( # # i 1 1 I t 1 1 1 1 1 I i I 1 I 1 I 1 I 1 1 I i t I # 1 I 1 I 1 I i I I 1 1 1 '! 1 1 1 1 1 1 I
1 f
t I # 1 I t I I I I r I I i ! I I i I t 1 I
N I i 1 1 I 1 I i # I 1 I 1 i i I 1 1 1 I 1 1 1 1 I ! 1 I 1 1 1 i 1 1 1 1 1 1 1 1 I i 1 I i # I # I I t I 1 ! 1 I 1 I I i # 1 1 1 1 I 1 I I 1 I I t 1 I i t I 1 i ; ; 1 1 i
1 I ; i i ; { , { i I i I I I I i I i 1 I I 1 { I 1 i i I 1 I i I 1 1 I 1 ! ( I i 1 1 1 1 1 1 I 1 I 1 I I I I I i # i 1 I 1 I I I 1 # 1 i t I I I 1 I 1 I ! i 1 I 1 I 1 I i I { 1 I I I 1 I 1 i i 1 1 i I I 1 I # I I 1 i 1
! I i 1 I 1 I i I 1 I 1 I i I i I 1 i. I 1 1 t 1 i I I I I 1 i _ i i i I i I 1 I i i I I i 1 I # 1 i I I ii ! i I I I # # 1 1 i # I ! t # 1 # I I # I 1 1 I I I 1 I t I 1 I i # i 1 1 1 1 1 i 1 1 1 1 I I I i I 1 1 i I I 1 I 1 I i I 1
1 I I 1 I I I I 1 I ! 1 I 1 1 i I V 1 1 I I 1 # 1 ( I 1 i i 1 I i i I 1 1 t I 1 # # 1 i I i I I I 1 I I 1 -1 # # I I i i I I I i I I 1 I I I 1 I i 1 I I 1 i I I I I I i I I 1 I I I I t I 1 I I I I I I I 1 I
I 1 t I I ! i i 1 I 1 I I i I I I I i I I i i 1 1 I i
i ! 1 I I i I f I 1 ! ! i ! ! i I i I I # 1 i I I i i I t i i # I i I A i I 1 ; # 1 ; I 1 ; I I( 1 I I 1 1 I I i i i ; I ( I 1 1 I 1 1 I 1 I i I t I I I 1 1 I I I I 1 I 1 I 1 ; I I
# I I 1 ; ; ; i I i 1 f i I I i 1 f i t I I I i i i i i I 1 1 T-��- l_ 1 1 # I I 1 I I 1 1 I I t ( 1 I 1 1 # 1 "
PQ I I I I
i 1 1 1 I 1 1 I I I I I I
r 1 1 # I i t # I I 1 i I I i I i t I 1 1 I I I 1 I I 1 I # # i 1 1 1 1 1 1 1 1 1 I ( I 1 " I I 1 i 1 1 i # t i i i i i 1 1 i i 1 I t i t i I 1 1 I i I i I 1 ! I 1 I 1 t 1 1 ! ! 1 # 1 1 1 1 1 1 1 I I I
i i 1 1 1 1 I I 1 I 1 I 1 ! I i i t i 1 1 ! I t I I I 1 I I I I I I I I I I I I 1 1 I I I I I I i # ! t 1 1 i I 1 I i t i is I 1 1 1 I f I 1 I I 1 I I I I I I I I I 1 1 I 1 1 I I i i 1 1 I t I 1 1 I I 1 I 1 1 I
I i i i ! ; ; 1 I i ! I ; ; I i I 1 I i I 1 I 1 I 1 1 1 1 1 1 1 I I 1 I I 1 1 ( I I 1 1 1 1 I 1 I i I 1 i t t t I I 1 t I 1 # ! 1 1 4 1 1 i € I I 1 # 1 I 1 I 1 I 1 I I I I 1 I I 1 t 1 I 1 I i i # 1 i 1 I 1 1 # i i i 1 1 1 I I ( I I I I
I I 7
I I. ,. 1 # 1 1 1 I ; t i i t f i i i i I 1 i I 1 # t i 1 I I 1 ( I I 1 1 I 1 I I 11 i 1 t (. i i 1 i # S ! 1 1 i I , # I # t- I I f i I i # 1 1 I i # ! I 1 1 I 1 1 i 1 1 I I I I I 1 1 ! 1 1 ! i t 1 t i ! ! # i i t i O
1 ! I I I
Id i 1 { i I I 1 1 I 1 i I t 1 # I i i I i 1 I I I I i 1 I I I ! 1 i I l I I 1 I 1 1 1 i i i # ! I 1 1 i 1 1 I I # ( i i t t I I i i ! I # ( # ? 1 i ! ! # i 1 I 1 i ! 1 # i I i i ! ! I i , I 1. I I I i ! I # I i I I I I I I ( I
t " # # i I 1 i I i ! 1 1 1 f 1 I ( 1 1 I I 1 I i I i I ! I i I i I 1 I 1 7 I i I I ! I I I 1 1 I 1 I I I I I I 1 ( # t I I I 2 I ! 1 J I i # I t I # 1 1 I 1 1 I 1 I I i I i I 1 I i 1 1 1 i 1 1 1 I I I 1 I i I I t 1 i 1 1 I # I I I i
�++ 0 t ! i i 1 ! i 1 I I I i ! I i I I i 1 t. # 1 I i 1 I 1 1 I 1. I I ! i I I I I 1 1 t I I I ! # I # I # ! I 1 # 1 i 1 t t 1 # # # 1 1 I 1 # 1 i ! i 1 I ! # t ! ! I i I i I ! ! i I i I I I 1 1 I 1 i ! ! ! i 1 1 ( I I # t i
{ I # 1 1 i I i 1 # t # i I " ' ! t I i i I 1 I t 1 ' I I I i I 1 I i t t I 1 I f i I I i 1 1 ; ; ; ; ; ; I ; i 1 ; ; ; ; ; ; i 1 ; ; ; ; ; ; ; ; ; i ; ; ; ; ; ; i ; ; 1 i ; ; ; i ; ; ; ; i ; I ; i- ; ; ; I ;
y I 1 i
1 1 i 1 1 ; ; I I I i 1 1 1 # I 1 I i 1 I 1 1 1 1 I ! 1 1 I I i I I I I i I I I I I I# #
; ; ; i ; ; i ; i 1 I i ! I I
I i t ( 1 i I 1 t t I I # l I i! t I I 1 I I I I I 1 1 I 1 I i ! 1 I ! I i I 1 I I 1 i 1 1 I 1 I i i 1 # I i 1 I I ! I I I I I ! I t t I t ! { 1 I 1 I 1 I 1 I I 1 1 i I I i I I I 1 I 1 f 1 1 ! I 1 I I i i t I I # i I I I f
# I I 1 I 1 1
i i I 1 i I ; I 1 I 1 ; 1 1 I i ; 1 1 I 1 I 1 1 I I I I_ I I 1 I I i 1 t ; 1 1 ; 1 I I I # I I i I I t I I I 1 I I i 1 I 1 ; 1 ; 1 i 1 i I 1 i I I I I I I ; I 1 I I I - I I I 1 I I I i 1 I I I I I I I
1 1 I I 1 1 i i i I t 1 i 1 I
r
# i ; ;
I ; #
1 i t 1 ,I i I 1 I 1 I I I ; ; # ! # i 1 11 1 1 I I I i I t I I I I I I I 1 I 1 I I 1 I f 1 i i I I f I I I i I 1 I I I ! t I # i { I i 1 I 1 1 I I 1 i I i I I I i i 1 i i i i I i { t I i 11 I ! I I I i 1 I I I 1 I 1 I
! I # I I 1 I i I I i i I 1 I 1 I I I 1 1 I 1 I I I I 1 I I 1 1 # I I I # 1 I i I ! 1 1 I # I i ! I I 1 I I I I I i I I t I 1 I I I I I I I 1 I I I f I I.1 I i i 1 i I I I I 1 1 { I I 1 I I 1 1
t i I # { { I I I I I I I I i I I 1 i I I 1 f 1 i I 1 I 1 I I I I i I 1 t ! i 1 I # 1 1 ! 1 I 1 I # I 1 # # I 1 # I I f I I I 1 i I I I i # 1 I ! i 1 1 I i I I 1 i 1 I i I 1 f # I f 1 I # 1 I I 1 I 1 i
O I 1 ; I i I I I 1 1 I I i
I ! i 1 i 1 I 1 I 1 r
{ I t 1 I 11 I I 1 1 I I 1 I I 1 I 1 I # I 1 i I I i 1 I # I 1 1 1 i t 1 i 1
I i I I i I i i I 1 1 I I 1 I t i I 1 i t # 1 # 1 ! i ! # ! I I I # 1 i 1 I i I I 1 1 i 1 I I I i I I 1 # I
I i 1 # SCALE: —
# i I I 1 1 I i ! I ; I I i 1 1 1 I I # I i I 1 1 1 I 1 1 I I 1 I 1 1 I I 1 i I 1 1 I i i I I I I t i i ! t I 1 I I I I 1 i i I # 11 i # f f 1 i I 1 1 I i i f 1 1 1 I I 1 1 # i I I I 1 1 11 1 1 I I i I I 1 1 1 I I 1 I t i I i ::
1 1 i I ; ; f i i I 1 i I I I ; I I 1 1 1 I i I # # # 1 1 1 i l 1 1 1 1 1 i i 1 ; ''� � III � __ I L_ i ; i I 1 1 i I 1 t i i i. ! r i I ! ! i i i # i i I i 1 t f ! ! 1 1 1 1 1 ! 1 ! ! 1 1 1 ! 1 1 1 1 1 1 I ! 1 i I 1 I. I ! i I i i ! I i I I I i 1 # t 1 40
i I! ! I I i I 1 -'T"' 1�' ! !
1 I i I I i I 1 1 I i
I t I 1 1 I 1 1 I I I i I 1 I I I 1 t I i
i i 1 1 I I I I i I 1 I 1 1 1 i I I ! I I # 1 I ! i # # t 1 # I i # I 1 I i I 1 [ # 1 t I 1 1 I I i i i 1 1 3 i# i 1 # 1 1 I I i i i i I I 1 i 1 1 1 i I 1 I 1
i I i 1 i ; # # I I t i t 1 1 1 I i I i I ! ! I I I I I 1 I I I 1 I i ! 1 I ! # 1 I I 1 1 I i i 1 1 1 1 1 I i 1 I 1 ! 1 1 1 i 1 1 t I 1 1 1 ! 1 t I 1 1 f i f I t t I I 1 1 i ! 1 1 i i i i 1 I f 1 I i i I I 1 1 I ! i i 1 I I i i
i t " 1 1 I t 1 I I I I ) 1 t 1 I 1 1 I i f I 1 ! 1 I 1 I I i I I I 1 i I 1 I I 1 i I 1 I I I ! I I I I t i i I I i I ! I i I I 1 i I 1 i i t I 1 I i I I I 1 1 I I 1 t i i i ! I i t i I I 1 1 t i 1 I I I i I ! ! I I 1 I 1 1 ! 1 1 1
1 1 1 t i l DATE
i I 1 1 1 1 ! 1 I !
.,-> # LA 11 1 I I 1 t 1; 1 1 I 1 1 I I; I I I I 1 1 1 1 1 1 I 1 1 I i 1 I I I 1 1 I 1 1 1; 1 1 I 1 1 1 I I I I 1 1 1 1 1 I I 1 I I I I I i I I I 1 1 i I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I • 10/29 /2004
i " i 1 i I i 1 ! 1.. ; 1 1 I 1 I I I 1 I I ! I i I I ! i t 1 1 i ! i i �,_�_T-_'_ I i ! J ! I ! i I I i , i 1 I I t # i I ; I , I ! # i ( ! i i 1 1 3 I i f ! ! i i ! f i I i t # # I i I t i i I i # I i ! 1 # 1 I i I ! I i 1 # I I I I i i i
3 1 t i 1 I 1 1 1 I t 1 I i I i 1
U I i I 1 1 i I i
a
1 ! 1 1 ! 1 I 1 # i I 1 I 1 ; ; I 1 i 1 i 1 I 1 1 I I I 1 1 i I i I 1 i 1 ; I I 1 I 1 I I I ; i i t I I I 1 i i 1 I k 1 1 E i 1 I ; ! I 1 1 1 I 1 i ( I i t { t 1 1 1 1 I I I 1 I I 1 1 I I 1 1 t i I 1 1 1 1 I 1 I 1 I ; I
11 I I I; 1 1 1 1 i t I I I i 1 PROJECT: 04-0115
•� 1 I I 1 I I I i I I I I I I I I i i I I 1 i I 1 1 i I I { ! I i ! I i I I 1 I ! I I i I I ! I I t i I I i I I I t t t 1 1 i I i i i I 7 I # I I # I i i t 1 1 1 i 1 1 i I I t I # i 1 I 1 i i I I i i i i I i i I I 1 i I 1 I I I
I I ! 1 I I 1 1 I f I i I I 1 ! I I I t 1 i i f I 1 1 # I I I 1 I 1 1 I ; I 1 I I i i I
# 1 i 1 / I i
o 1 ! I i I 1 ! ! i I ; ; i 1 1 ; ; ; ; i I t i 1 1 1 I I i f 1 r I i I ! t ! t t t i ( ► i ! i i i I # 4 i # 1 1 !
i i 1 I I
1 ( 1 I 1 # 1 I I 1 I t 1 1 1 I I 1 1 l 1 1 I i t 1 1 ( I # # I 1 i i i 1 i i I I 1 I 1 1 [ E I i i I I I 1 1 # I 1 1 1 1 I 1 1 1 I 1 I 1 1 1 1 I 1 1 I 1 # 1 i 1 I I 1 1 I
[ i i ; I I 1 i I 1 1 ; i ; ; ; I I ! I # I I 1 i I i t 1 1 1 I I i I I t I ! ; 1 1 _� T _ T.,,.____�_._ i i I i t f t # 1 1 t t 1 i I i I I 1 i I # i I I 1 I t I I i # I 1 I I i I I 1 i I i I I # I 1 1 # I I I I I I # 1 I 1 i I I # I I I I 1 f
L 1 I I 1 i I t i I 1
n 1 I I I _ 1 1 t I i 1 1 I i 1 I 1 1 I r 1 I I 1 1 1 1 1 I i I i I I 1 1 # # i ( I I I i ! I i l f 1 I y 1 1 I I 1 1 1 I f 1 I i 1 I i I 1 i 1 i 1 t I I I i 1 I 1 1 I 1 i { I i i 1!
""�' i I I 1 I I i i i I 1 I t I t i 1 1 M "
I I; I I I I I I 1 I I I I i I I I I I I I I I I I I I I I I I I I I I i 1 1 1 I I I i I I I I I I I I I I i I I I 1 1 1 1 1 1 1 1 1 1 I;; 1 1 1 1 1 1; 1 1 1 I I 1 1 1 I i I I I 1 1 1 1 1 1 1 I DR AWN BY: JC/DKN
1 i I 1 # { I i 1 i I I 1 I i I 1 t f 1 t I I 1 t t f # I E I i i I I 1 I - 1 i i # I i t I I ; 1 1 1 I I t I i 1 ; I i I I I I 1 I i I t 1 i ; 1 1 ; j i I f 1 I i I 1 # I i 1 f
I t 1 I 1 1
! # 1 I I ! ! i I I ! I I 1 I ! 1 1 I I 1 1 I i I I i I 1 I i
I i 1 ! i I I I t ; 1 I I 1 1 i ; I I 1 1 1 1 I I i I I i 1 i ( i i I I 1 1 I I t t 1 1 i I i # I- t t I I f 1
1 1 1 ( 1 1 1 1 i I 1 t t 1 I 1 i t 1 1 1 ! I i 1 i I 1 I I i i 1 I f i r i I I f I I I I t i i ! [ I ! I I I i 1 ! I 1 t I I I 1 I 1 I I i I I I i - i 1 1 i I i f I ! 1 1 I i I 1 1 1 i 1 I
c 1 1 I I I I I I # 1 t # i 1
i 1 1! 1 1 1 # 1 i i I I f ! 1 I
��
00 1 2 3 4 5+ 00 6 7 8 9 SHEET 4/4
0

V I
W
Q
o
0
e-
r-
O
0
0)
Cr)
0
I
ORYh�' 1 7 ARE A"TAKC G m sma t'I,waw mmr A i1S Sl;4 J*W AMR STA. S+0000?*R M' W APPAOWD MA' 0 FROM ASF%4Lr S/ CONn1leG1RTR�°i SUPPER S W NOT CO MM TO 1W L004Y O Y AMO NPIN/ "M'NEMPLOY A CS'RTIF m As"er PLANT ircm aw m PiviniM iJlYvw Comm t OPEiO row W IM aETAiI SW WSAAAMQ PLAN t PfivF E5 NOR RE_
AND ACMWa AS Ri"QIJARM RY NOVOT OtNIU !' C�ONiMM PNOMK QWW 09M AND L=WN OF SWAto iN TINS Locwn1N.TNE' `� SP*U PROW A GER11:ig0 OW 404 MeY 1ECWCOW AT ALL TMR�S Oi�MM
PLAC T OF ASPM+Ni.T, 7V0#I0W V*U PEAIO M ALL i'.5 M AND 00CLIOEWAI)ON AS
REiOLOW BY A1CW `S 0ftflY C'ONMM PRO~
CA
i
50'
RIGHT OF WAY
i
8' 20SHOULDER PAVEMENT
6,
Ar 91' 5
Morada Bay Drive - Sta. 0+00 - Sta. 11+50
CA
1
50
RIGHT OF WAY
4SIDEWALK PA T 0 Mox
• i 4" P l ( \ LINE CENTER OF SWALE W/BOTTOM NADTH (B) SOD (PINNED TO PREVENT DISLODGEMENT')CUT8TERR t�Al� B=0 FOR 3:1 SWALES �_.s• esaB-3 FOR Ax i SWALES
N/E SOUTHARD•BK. 836, PG. 89Swale Detail All QthersNO SCALE=�_--__(j\',���� jj REMOVE EXIST 18 CMP ---`" _r r o'
Street Cross Sections RICHARD BA YLISLF.NCTH_2s' ANO REPLACE WITH 36_ - - - r __ IK. 54 -
B 3, PG 448 MIiOTH-g' RR r�_____� _--_� �
R=f/2IN
;IM PSi CONC.Q``ty DAYS
24*
Curb & Gutter
NO SCALE
J 1 V16'
ONC. 'Ri61 j."0 �5�Valley Gutter
NO SCALE
TYPICAL SWALES SHALL HAVE 3:1 SIDE SLOPES.
VEGETATIVE STABILIZATION WHERE SPECIFICALLY INDICATED, SWALES SHALL
PER SEEDiNG SPECIFICATIONS HAVE 5:i SiDE SLOPES.
A
DEBORAH SWAIN
BK. 527, PG. 394
rno
4'MiN
AS REO'D �
S LEN TN 4' OCW a'
C NC•� 6 No. 5 3.000 PSI
A
ASPHB ON SITE P 3.000 PS
�a.`e• STONE CONQ
SECTION A -A SECTION B-B
Flume Detail
NO SCALE
NO SCALE NOTE:�DA ID LEONARD DRIVEWAY CULVERT INVERTS _ .'r "" SHALL MATCH aITCH GRADE.�¢BK. 515, P 401 & 403 PLAN SHEET 3.
CONNECT TO EXIST. Y. d93 WILLIAM 8. HARRIS J BELL LANER/BK. 339, PG, 247 15 D. W.ANE PfPE e - _ -E�5-T PROP. 30'NpgN E 'iJ.IBE7+5o 1g D.W• � _.�" Nv. ���'DRAINAGE---- o+oo z s x EPEU 404EASEMENT I / NETLAACIS.FES 4' INV-11 1$
Le end
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
SODDINGMULCHINGRIPRAP-LINED
CHANNELSOD-LINED
CHANNELLEVEL
SPREADER
"W
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)FABRIC
DROP INLET PROTECTION (TEMP)
BLOCK do GRAVEL INLET PROTECTION (TEMP)TEMPORARY
SEDIMENT TRAP
Q
SILT FENCEROCKDAMCHECKDAMPROPOSED
FINISH GRADE
,4=
PROPOSED TOP OF CURB GRADEPiPE
LABEL
99A91PROPOSED
SWALE
LOCATION MAP
NOT TO SCALE
J P.S.T. CONCRETE
70
-Spill T)rp(! Curb & Gutter
NO SCALE
LOT 1, BLK. 8
M. B. 15, PG 2
li
xtEr�o PUBLIC R PRIVATE
_
... "" OEPTN-4'
r 18. 0 p .W . CA----t. 1 „--- I
IF
I
piP�` "'�' ��`''_-- � WAY .""'", - � ,. _ ""'".."-+---' - • ' `��` r, iA �t' � � I
X MOD
c� FES -
v
---' 0: t... T
� .- ���„�.-..�r� INV 15.10 ��LANDS S t
_. f
S,,,d. r lj
WAY" �;`._r��'FEV 11 5 '_ st=o mAp orst�LPP
�FXLIAN WEEKS ► J _�S+ ( TM-4
K 781 PG. R
Q �•WR55-U HPgellio o. •`.. -- N •`��NUNNjOHP =_ -k'�"- --- �w [�"`--- .'� (NV-15X,
tin � �' r1i
k 10'x70' SIGHT' TRIANGLEEROSION CONTROL NOTES
1. Sediment control devices and structures shad be Installed,
maintained and amended as needed to provide effective
control of accelerated sedimentation until the contributing
watersheds are stabilized.
2. CogstrSeauence:
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
B. Instal{ stabilized construction entrance(*).
C. Silt fence shall be installed at edge of clearing where so
Indicated, on all down dopes immediately after area is cleared.
Slit fence shall be maintained until the area is stabilized competely.
D. Construct drainage swales and sediment storage devices. Install
storm drainage piping.
E. Immediately seed, mulch and Install liners.
F. Maintain erosion control measures as needed to assure
full functionabii{ity.
G. Place CABC over compacted subgrads. Install asphalt
surface course.
H. Reseed and mulch shoulders and ditches. install liners on
ail swaies (and provide ground +cover on ail exposed slopes.)
1. Seed, fertilize, and mulch all disturbed areas within 15 days
of completing any phase of the grading work.
J. Permanent groundcover for all disturbed areas within 15
working days or no more than 90 calendar days following
completion of construction.
K. Remove all temporary devices after permanent groundcover
is established.
3, S�d�s�tians
Apply lime and fertilizer and work Into 4-6 inches of Sol. SOW
mixture shall be distributed uniformly and covered with a clean
straw mulch. Ali mulch shall be crimped or asphalt tacked to help
hold in place. Material and application rates are as follows:
MtLime 1000 lbs./ac.
Fertilizer (10-10-10) 800 lbs./ac.
Mulch 1.5 tons/cc.
Permanent SeedinCommon Bermuda100 lbs./ac.
(Unhulled Sept. 1 - April 1) 75 lbs../a(Hulled April - Sept. 1)"Rebel" Fescue 50 lbs./ac.
Rye Groin (Sept. 1 - April 1 only) 50 lbs./ae.
German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
Temeorary See Tin
Dec. 15 - April 15Kobe Lespedeza 50 lbs. ac.Rye Groin 100 lbs./ac.April 15 -Sept. 1German Millet40 lbs./ac.
Sept. 1 - Dec. 15Rye Grain100 lbs./ac.
4. Contractor is responsible for maintaining dill erosion control
measures and amend measures as required to prevent
accelerated erosion from taking place on this site. Contractor•inspect all erosion control devices after every rainfall event
repair, remove accumulated sediment, or supplement measures
may be necessary to prevennt erosion do retain sediment on site.
5. Once all areas have been stabilized, contractor Is to remove
temporary erosion control measures, regrods, dt mulch to
restabilize these areas.
Q.6. For additional requirements. see the approved erosion
and sedimentation permit.
. ' A BAY
:.,.. ?, R• i _ I L=94. L=147.
-.� R-310 R 3 = t
Awl 17*
.:•.5•.� ' • ' E
1�o .s. ..`� t %AN ... Tons4 fi3 Tan75a
NoTi»� s L WEEKS
use am it N F�9R ST14ttCTU1R14t BK. 781, PG. 814
rt►,
STOW AND ice. FVR AT Tf1E CONTRACT tAWT
PRCCE PER SOW YARD OR PER TON PtAW
RIP RAP, CLASS`L • : ►�,' ,wT' aT y y `�' ' I O I i ..a 1
''t=•'- rF. ULTRAVh� V RESISTANT BL,_Q� MItRT I (h
USE NO. d Of NO 37 SAVE FOR SEVIMENT 1 �, }s•_,• •. ' ' FABRIC OR EWIVALENT Ci�nReEE�D Ta um
iiOAlTiqul AND fW Ff7R AT THE CONTRACT UMi' i ='• r�i«: �WITH
PRICE'PEI4 Tt7P! iTeT3JAfENT G�OIVTiPi11t 51011E • • • �;'a.� Y • : •.R' 12 *AUX 4'X4 aR x'X4" M�LIDED IMRE HOOKED ONTO � AL CUPS OR MAf� AT 8` OFF ,
•t;• `r, FLOW PREIFORMED CHANNELS ON METAL: POST% OR FASTENED
DO NOT USE' XZMW AfT aW IN A LW TO CEDAR OR WOOD POSTS MAIM NO.a STAPLES
STRfi4Al. . ;, ;,ir;•� Wit' •':: �• AtlATEO SfO*MN
I i i I$ • ' '
KIVE ItUNtAENT RYN V • " j'' MAXIM M SEDIMENT STORAGE LEVEL REMOVE
REN
i*+ •- SEDIMENT +AMEN THIS LEVEL IS REACHED
SiTORACf: AREA -15 FZILL. •''�'••'"' yjR. OR AS DIRECTED BY INSPECTOR. I i i 1,itJ►
1000
rm
AO
• �'f•�t ti• -R..•:t,• RCN' • • I I
3N • , LEON WEEKS16 IF, low I I j II
• BK 781, PG. 813 W
Sediment Trap Detail
I t
NO SCALE
NATURAL GRADE O
N (� I • ,• t �
• COVER IM SOIL AND TAMP BACKIFILI.
' CARRY ON OF WEINTO 1RIDOL I i � ; I ; : �'M� 47
2• NINMMUM • CARRY APPROX. 12 OF FABRIC INTO TRENCH
METAL. CEDAR OR 4•X4• TREATED WOW POSTS AT B' 1 I i � •
OF CENTER MAXIMUM. CEDAR AND MOOD POSTS SHOULD i �• ii
EXISTING ROAD ° EEP �' I ' :: ; • 1IL
�-"" (iwi ;,•:.i- 1. ,:,: �
Silt Fence Detail e
I
WA 4
R/W R/W NO SCALE
1 �
50' MIN. See Schedule
g"fllei. -LENGTH I 0 Dec'
THICK
I �
Tq.E
' � 1
I i
SECTION '
12 MIN. See Schedule
(SEE NOTE) I
1
PLAN VIEW D 1
Construction Specifications
1. Stan** - Use MSHA size No. 2 (2-1/2' to 1") or AASHTO
deelgon M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushltone.
2. Longt As offective. but not less than 50 feet.
3. Ttdcia - Not less than six (6) Inches.
4. Width Not Ins than full width of all points of
Ingrew egress. Minimum of 12'.
5, washir When necessary, wheels shall be leaned to
remo►ediment prior to entrance onto public right-of-
way. ion washing is required, it shall be done on an
area )Hired with crushed stone which drains Into an
appre sediment trap or sediment basin. Ail sediment
shall prevented from entering any storm drain, ditch,
or weourse through use of sandbags, grovel, boards
or otopproved methods.
S. MaIntice - The entrance shall be maintained In a
aonoD which will prevent tracking or flowing of
oed n onto public rights -of -way. This may require
perWop dressing with additional stone as conditions
demand repair and/or doonout of any measures used to
trap rent. All sediment, spilled. dropped. washed or
trocknto public rights -of -way must be removed
I nmeiy.
Temp. onstruction Entrance
NO SCALE
PLAN VIEW
RIP RAP 1 /3 0 INSTALLGEOTEXTILE
(TYPE PER FILTER FABRIC UNDER
PLAN) RIP RAP
SECTION VIEW
I. D = INSIDE DIAMETER OR WIDTH
OF CULVERT
2. MINIMUM STONE THICKNE55 TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
RipRap Scour Pad
NO SCALE
RIP RAP SCOUR PAD SCHEDULE
Sized using NYDOT Dissipator
Charts.
VELOCITY
LENGTH
WIDTH
TYPE
RRSP #
(fps)
ZONE
(feet)
(feet)
STD
1
6.6
2
9
5
CIttB"
2
10.5
3
20
8
C.l,.""I"
3
5.8
2
12
6
Cl"B""
4
10.5
3
20
10
Cl"I""
5
10.5
3
20
8
Cl"'i"
1000
�,.
.....
44
IV
19
.^*, ` of
PRO # -
DAWD SEKELY .
SK. 874, PG. 466
NOTES:
1) OWNER AND DEVELOPER:
INLAND PROPERTIES GROUP, LLC
2894 BELGRADE-SWANSBORO RD.
MAYSVILLE, N.C. 28555
910-743-6070
2) PROPERTY IS ZONED R20
3) PROPERTY IS PRESENTLY WOODED/AGRICULTURAL
4) REFERENCES:
M.B. 30, PG. 337; BK. 1026, PG. 406
BK. 1026, PG. 408; BK. 1036, PG. 457
5) PIN #s:
6305.03349521; 6305.01358174; 6305.03345465;
6305.03347477
6) 404 WETLANDS ARE PRESENT AS INDICATED.
7) PROPERTY IS LOCATED iN ZONE X PER
MAP 3720630500J, EFFECTIVE DATE: 7-16-03
8) TOTAL TRACT AREA m 9.73 ACRES (SECT. 1 INCL. R.W.)
9) TOTAL NUMBER PROPOSED LOTS: 11 (SECT. 1 ONLY)
10) LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER
CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS.
11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1988
12) DISTURBED AREA = 7.8 AC
DR I,W k`__7'E PIPE CHART
OUTLET
A :IA Q10 DIAMETER
GRADE LENGTH VELOCITY
PIPE (ac :!s) (cfs) (inches)
(g) (if) (fps)
"A" 0 1,9 0.87 18"
1.00 40 6.6
"B" 4 .0 56.7 36"'
1.00 40 10.5
"C" 5 63 16.9 24"
0.50 48 5.8
r'D" 8 .2 85.6 2-30"
1.25 48 i0.5
If A. 2!a <11 Ac If Area > 10 Ac
Q=Ci. Q=281 x DAB
RCP = Reinforced Concrete Pipe
tc=5 min. where DA=A/640
LF = Linear Feet
i10=' .50 is 'hr.
FPS = Feet per Second
C=O. 0
NOTE
1. _)ntra,:or shall use NCDOT approved RCP or CMP for all, pipes underneath
CDOT `id/or Private roadways.
2. �.)ntra=:or may use NCDOT approved RCP or HDPE (2 wall) in all other areas
nclud -ig driveway pipes.
IWNER, DEVELt 'ER:
SURVEY do BA5EMAP BY:
,g ID PF gPERTjES GROUP. LLC
ALAN BE_SURVEYING. P.A.
2894 Belgra, P-Swonsboro Road
604E CEDAR POINT BLVD.
Mays isle, N.# , 28555
SWANSBORO, N.C.
(9 t 0; -743-= 170
(252)-393-6101
GRAPHIC
SCALE
50 0 30 60
120 240
( IN FEET )

-a
_0
C/
J
O
O
N
J
WATER MAIN NOTES:
1 LOCATION OF EXISTING WATERMAINS SHALT. BE VERIFIED AT THE TIME OF CONSTRUCTION, LOCATION
INFORMATION PROVIDED BY WEST CARTERET WATER CORPORATION AND OWNER.
2 CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES
(CABLE AND PIPELINE) ALONG THE PROPOSED WATERLINNN ROUTE, INCLUDING WATER SERVICES.
3 PROPOSED WATERMAINS TO BE INSTALLED WITH 36 INCHES MINIMUM COVER.
4 CONTRACTOR TO INSTALL WATERMAINS AT EXTRA DEPTH WHERE CONFLICTS EXIST WITH STORM DRAINAGE
OR OTHER UTILITIES (STORM SEWERS -• 12" SEPARATION, SANITARY SEWERS - 18" SEPARATION, ALL
OTHERS - 12" SEPARATION).
5 WATER SUPPLY IS BY WEST CARTERET WATER CORPORATION.
6 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM WITH WEST CARTERET WATER CORPORATION
SPECIFICATIONS AND REQUIREMENTS.
7 ALL WATERLINN PIPE MATERIAL SHALL CONFORM TO ASTM STANDARD D-2241, PVC 1120. SOR 21, 200 PSI
PRESSURE RATING. WITH INTEGRAL BELL AND SPIGOT END. PIPE SHALL BEAR THE SEAL OF THE
NATIONAL SANITATION FOUNDATION (NSF) FOR POTABLE WATER PIPE.
8 WATERLINE SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH WEST CARTERET WATER
CORPORATION REQUIREMENTS PRIOR TO BEING PLACED IN SERVICE.
9 ALL WATERMAINS AND EASEMENTS TO BE DEEDED TO CARTERET COUNTY WATER CORP. UPON COMPLETION.
IT IS THE INTENT OF THIS DESIGN THAT ACTUAL 20' EASEMENT LOCATION BE CENTERED ON THE "AS-
BUILT" LOCATION OF THE WATERLINN.
10 CONTRACTOR SHALL MAINTAIN 10' MIN. SEPARATION BETWEEN WATERMNN AND EXISTING SEPTIC SYSTEM
NITRIFICATION LINES, IF ANY.
11 LOT LINES SHOWN HEREON ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.
12 WATER SERVICES SHALL BE INSTALLED BY WEST CARTERET WATER CORPORATION.
13 THE ENGINEER/SURVEYOR WILL LOCATE THE PROPER PLACEMENT OF THE WATER SERVICES.
14 UPON PLACING NEW MAIN INTO SERVICE. CONTRACTOR SHALL TRANSFER WATER SERVICES ON THAT PORTION OF
EXISTING W.M. TO BE ABANDONED TO THE NEW WATERMAN. UPON TRANSFERRING SERVICES, CONTRACTOR
SHALL ABANDON EXISTING WATERMAN AS SHOWN.
NOTE:
DA WID LEONARD DRIVEWAY
SHALL MA
8K. 515, PG. 401 & 403 SEE PLAN
WILLIAM B. HARRIS
BK. 339, PS 247
DEBORAK SWAIN �'' k�°
1 � 1
NOT£: ALL BLACKING TO Bt 2500 LB. CONCRIM.
Typical Blocking Detail.
NOT TO SCALE
CONCRETE THRUST BLOCKING SCHEDULEcoNcfTE
SCHEDULE
VERTICAL BENDS
FITTING
51ZE
BLOCKING AREA (5Q. FT.)
MIN. CU, YD5. CONCRETE
5.
MIN. CU. Y E
CONCR!?Ti
TEE
90°
450
22 1/29
TEE
900
459
22 1/20
901,
450
221120
4"
0.5
1.2
0.7
0.3
0.13
0,13
0.13
0.13
0.7
0.4
0.3
6"
1.9
2.7
1.5
0.8
0.13
0.13
0.13
0.13
1.3
0.9
0.5
8"
3.3
4.8
2.5
1.3
0.13
0.13
0.13
0.13
2.5
1.7
0.9
l0"
5.2
7.3
4.0
2.0
0.13
0.3
0.13
0.13
2.5
2.8
1.5
12,
7.s
1C?,6
5.9
2.9
0.3
0.4
0.3
0.13
5.G
4.0
2,1
16"
13.3
18.9
10.2
5.2
0.5
0.9
0.4
0.13
9.8
7.1
3.7
18,
22.5
32.8
17.3
8.9
NOTE: Areas of bloclung and approximate yards of concrete in the above table are based on the
o11owing data: 2000# soil pressure and test pressure at 150 p.5.1. (Olocking area auf:�Ject to
change based on varied soil conditions and shall be done so at the direction of the Engineer).
RIGHT OF WAY
U`-,,12 GAUGE TRACER WIRE
PER W.C.W.C. REWTS
W Ta° A ,'
10,
Morada Bay Drive _ Sta. O+BO - Sta. 11+50
RIGHT' OF WAY
C/L
---2.0�
2' 3
TAPE PER
REQ'TS
(.)`-,,12 GAUGE TRACER WIRE
PRROPaSED.� PER W.C.W.C. REWTS
All Others
WAIERMAIN
Watermain Location Detail
tam
1. 0011111 t oft OONTACT eR
OIOe eF IAMB M=
Tagging Sleeve Valve
r�r��r, rririo.rrr..�.rrrisrrr�ii r�irru■rirr.rr.r rrrrr i. u.
NOT TO SCALE
AME VoM 0Ar4JNG MAN(
73 0 FIRE HYDRANT I
1-4 1 /r PLNM NO= C
AND 2-2 1/2"' HOSE
SIDEWALK
CONCRM Vow sLmPLACED AGAMT
J
EARTH �..�.J
%-M..I. LW= HYDRANT
ADAPTOR OR APP110m PIPE
\\-WIN. OF 3 0 C FEETOF
CHUM SMNE FOR ORAIMAOE
Fire Hvdrant- Detail
NOT TO SCALE
NOT TO SCALE
RICHARD BA YLIS
BK. 543, PG. 446
CONNECT TO EXIST.
J BELL LANE
PATCH ASPHALT
PER DETAM.
C - UTION
UNDERGROUND U77LI77ES MA Y EXIST IN THE WCINI TY OF THIS
PROJECT. LOCATIONS SHOWN FOR EXIS77NG U77LI77CS ARE
APPROXIMATE AND OTHER UTILITIES MAY ALSO EXIST IN THE
VICINITY OF THIS PROJECT W 11CH ARE NOT SHOWN GN1l THESE
PLANS
PRIOR TO EXCAVATION. 7HE CONTRACTOR SHALL PROVIDE PROPER
N077CE TO ALL U77UTY COMPANIES IN COMPLIANCE W1 TH THE
"UNDERGROUND DAMAGE PREVEWN77ON ACT OF 1985".
THE CONTRACTOR IS RESPONSIBLE FOR VERIFY711/0' THE LOCATION
AND DEPTH OF ALL U77LI71ES AND REPOR77NG ANY DEWA nON TO
PLANS OR POTENTIAL CONFLICTS TO THE ENGINEER PRIOR TO
CONSTRUC7701V.
THE CONTRACTOR SHALL BE LIABLE FOR ALL LEGAL ACTIONS
RESUL 77NG FROM CONS 7RUC77ON IN T RE VICINI Ty OF THIS PROJECT,
AND BY ACCEPTING THESE PLANS, AGREES TO HOLD HARMLESS
THE ENGINEER AND OWNER FROM CLAIMS OR DAMAGES RESUL 77NG
FROM THIS WORK.
CA BEFORE YOU 0§0
-N.C. ONLY CALL CENTER Sa o Do 0 22=491149
N/F SOU THARD
BK. 836, PG 89
--f REMm TOP PGRIM OF
VALVE SOX Fit w A"
AND NATQi ASPHALT.
EXSTING VALVE (01M
W00 ON PLAN
ABANDON VALVE EI,i a-mAm Postno) Ti
CONCRETE THRUST / M.J. PLUG
Abandon Valve Detail
NOT TO SCALE
OR" "m vox-TM-100
VALVE SOX OR APPRWVED EQUAL
e' DATE VALVE
_/-M.J. LOCKED HYDRANT
/ lEE OR in MTh
RAPPROVkM ESTRAINT
PIPE
1. VALVE ow PAD IS TO K MADE OF
CLASS A COtK:RETE (MOD PSI t 2e DAYS]
VALVE SOX PAD CAN 8E OBTAINED FROM.
STALUWIS SEPTIC TANK. OREENWU
• PUMP AND UCHMIG. "STON
MASOMtY S JPPLY. W.. SOMA
2 PC. 10•
pRam
Valve Box Precast
Shoulder Slab
NOT TO SCALE
CO
NCRETE
VEAM MaLO
IF NOT IN ASPHALT. IN ASPHALT.
vFl AILVE a°°�eA"oE. TO MATOt ASPHALT
TAMPED CARTH
_ ...�.....r....-
.. _., ..,.........,�.
VALVE ODx
eo
r DOWAaW PLUG
2'MR21,P"
COMP. 0011A%m
.- 24" twmm r
r SM. 80 MALE ADAP=
Y
(. NPPLERiA33
PZ,iiii;
r t
Lr QRASs
•
�S�S
/07 STOVEME
"PRX
VE
w/ TjK
eLo
I WMM
NO RAM
OR OALVAMZED 9f2" PiTTM 80W VALVE
B,low-
Off Assv,fmw% Lj i I
NOT TO SCALE
Legend
WATER MAIN (size as noted)
ENS PROPOSED
WATER VALVE
FIRE HYDRANT
BLOW --OFF ASSY.
> 0
WATER SERVICE
ST. DRAIN (size as noted)
WM
STORM DRAIN INLET
POWER PALE w/ OVERHEAD LINE
CIE
DAW/D SEKEL Y
BK. 874, PG. 466
NOTES:
1) OWNER AND DEVELOPER:
INLAND PROPERTIES GROUP, LLC
2894 BELGRADE-SWANSBORO RD.
MAYSVILLE. N.C. 28555
910-743-6070
2) PROPERTY IS ZONED R20
3) PROPERTY IS PRESENTLY WOODED/AGRICULTURAL
4) REFERENCES:
M.B. 30, PG. 337; BK. 1026, PG. 406
BK. 1026, PG. 408; BK. 1036. PG. 457
5) PIN #s:
6305.03349521; 6305.01358174; 6305.03345465;
6305.03347477
6) 404 WETLANDS ARE PRESENT AS INDICATED.
7) PROPERTY IS LOCATED IN ZONE X PER
MAP 3720630500J, EFFECTIVE DATE: 7--16-03
8) TOTAL TRACT AREA - 9.73 ACRES (SECT. 1 INCL. R.W.)
9) TOTAL NUMBER PROPOSED LOTS: 11 (SECT. 1 ONLY)
10) LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER
CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS.
11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1988
12) DISTURBED AREA = 7.0 AC
Bogue Sound
LOCATION MAP
NOT i0 SCALE
SURVEY & BASEMAP BY:
GRAPHIC SCALE
IN FEW )
1 inch = 60 fL
REVISIONS
S ot. 15, 2004 Per Owner
Sect. 28, 2004 Per WCWC
Sent. 30, 2004 Per Land Quality _
Oct. 24, 2004 Per NCOOT/Owner
Oct. 27. 2004 Per NCOOT
Nov. 8, 2004 Per WCWC
Nov. 22. 2004 Per Starmwater
Jon. 11, 2005 Changed Swale lining
from atone to
Feb. 28, 2005
Wiscellonewe ---_
((0
•
rno
C
.0
M �
N N
•.[[jww,•r,,.
U 1r
:i)a
M
W
y
U Q
Q�
d
Z %-0'.
. _.
(n E
0:X
0 0
m
C
U
_
Uj
Z
C r
�Y
30
ro
C '+3
0 >
0�1
O
'L
p
04
U
Cf�
WM
E
..r...
LL1
p
ro
to '-
.
+�
>
M Z
L...
U
�"
O
a
V
J
CL
O
wV
O
LU *-
fv -Err
a
W 0..
Cr. O
ci i
a-
C
/0
i..r
SCALE: 1 " = 60'
DATE: 9/5/2004
PROJECT: 04_0097
DRAWN BY: JO/DIN
SHEET 2/5

0
MORADA BAY DRIVE
SCALE :HORIZONTAL = 1"= 40'
VERTICAI = 1"= 4'
���777 ///���
-�--
#-T'
—r------'._
�.
4
�
I
{
i..
.�
PN�
P
M
,
1
V:
TSA12+2,63
TA 12+
--1,
1
pp
�vT
.0
3
1
#
t
1 1
-i-
(
1
!
t
t
�
}
�
�: ,. r.
-
s
.
;;
f
;+...
�
- �
.�
_...
-•:
z
t
-3
-
a
t
1
i
3
k
1
I
I
1
I
1
1
I 1
1 I
I
1
i
i
#
I
1
I
I
1
1
1
I 1
I
1
1
..
-
{{
I
}
1
i
'
i
+
_
'
t
F
1
'
_
a
-
_1
_�—F---�
_ __t
_ __i
-4
I
s—T^ t
I
^v_� 1
1
OW
P
-
P
C�tT
ST
STA
(
18..65.44
45
.T
44
1
t
20
i
_
1
_
I
+_
1
`
I
t
FF
VI
A.C.
1t
_
14.6
.20
��
I
I
}
S
..
#
1
-J
1©
_}_
,Wow
_
_
—
W1077-7
VAM
"Wow
mam"m
6
t
i
x
{
=
N11%..-
vvl
t
"
SELECT
FtLi,�
f
i
@
NE
TN
RCP
j
i
i
FT
M
0
1
-
g
13
1
14
#
t
e
1s4-on
l
t
1
1f
17
19
t
}
#
t
_.__.
20
10
REVISIONS
Oct. 24, 2004 Per NCDOVOrmar
Q
r
c.
LO�
c 00 N
C N M
W
QI� �U �
C W
� Z v
C
.+.... X
O O m �+-
N
U =
W z
Z Y
.,.+�
c a �c
� vY 3O
a 8
ru
O > LaO m
C a ww M
f cri
4-J C r ~
V _m 00 W
_
M
L. U a
u
a.l -
M..1.1�
J
U J
J
�
a.
o
w
._
U �L_
0
CC
O
z
a.
o •°'
48
a Q i
= cL
z
t/) w Cl
J
i a. Q
Q �-
a
Q c
c
SCALE: 1 to— 40'
DATE: 9/5/2004
PROJECT: 04--0097
DRAWN BY:- JC/DKN
SHEET 4/5

ANGELFISH COURT
SCALE : HORIZONTAL = 1"= 40'
VERTICAL _ I"= 4'
30
z, t
3 e t
t j
I 1 1 i 1 I i I 1 i I i # I 1 1 i _�♦ I_ i I I i 1 i I 1 I I I i 1 1 ( I I I ( 1 I i I I S 1 1 I # i # { t i i t; i t i i -
r-t---r---i-----i- {--r----�----�---��---_--j`.__._{«____-}._n_}'----}-i---�------i----�----i----4----i---}-----�-----r--�---r---r --r - ,--T--�- --,• � --i---'--T- _-'---T- --r f -T T T-----{--- i- -i-' --T
1 1 f
1 1 I
(yJ
+- --4
20
NLn
1
i
1 i
1 t I
CD
CD
1 i
I
0i
1
Lnpit
1
i t
i
0)
t 1
1p
v
.1
i
u
0
i
'I
Q
T
i� 1
I I
CD
1�
Q
I 1
Q
1 �
w
1 I
# 1
CD
CD
i
0i
1 1
W
1 I
4-1
1
�u
I
0
I 1
I 1
J
r
i i I
i i
I I
1
1
t
i
I
I
i I 1 1 ►
i
i
I I
I I
F 1 #
# #
I
t I
I I s 1
#
-
I #
€ 1 1
£ I I 1 1 1 1 i
4---
}-�T^
# I I 1
_ _ �� _
I! •-""'"`TI ---TI �"-'"'�1
- Ti -_-__.1I -'.- TI
1
�T#
`-I
I
�i
"-�TI
' i£
"i. "_`-}i -_-..._.._..�1 ._.._.._.«.i '_
i
'
f
1 i
I
I i
i I
T__'T�
i 4- i
- 1 T I
#
zf�T-
i
_1
--4
- {- ___
_-, �-
T
- -�
--..•.}-..-'.�{
_
'.- `�
_._".,_k''_
._. ._..� __ } { -T
T
T r_
1
l--v'---4
1 I f i
1 I 1 I 1 1 t I 1 1 1_ t - 1 11���"�--
T._ ..�.-„ .. ---4- --�-_ _-7.. _ 4" i
it
i t
I I i 1 I I 1 I I I 1 1 I I 1 f t !
1+- 4,
-}-----�--..--{.. _�. ---} ' {-----�-"-_"}"".`."�-----�-_- {- { -�-----i--- }_-.°..,.--}-' ---i'- }-------?_--�«-_-- I-i'__._:-i---'-i_--...-r�...--'�•--_-i_-..,---t-- �------(---�-----'}-' --}�-�----.r...-,. �--`-----i------<-.i- -i-_ --i--''._f_.'_.._,� -T -T -i -T -+' + �r--, -r--r---�-- i---�-_--i-----�----_---}----}--------,•----1--`--
I I ( 1 I I
i I ! t i I ( I 1 1 i i i i i i i i 1 i i 1 1 i � i i i i i i i i i i i i i i i i 1 i i i i ► 1 � i i i i i � ' i i t1 1i i i i i i i i i i i i i i i ��yi�� i�_ f
-.-_. _....+.._v_,t...,._..---i-------"'-°•---1_-....,.._.,.�.____,_._}..,_.._.-,-f...._.__.-.}_---__}_'__�_. .__. �._........_4..ti.-..--�------�._._..�.F...._,___-'{.�..._..,.._.}"'___._}.___. _...}.�.�___ ,�..-...,..,...�.-.--�.. ....,.}.......-«...}�,., _ 7 #--"�".,.,•�.._{....._�.� j.-�„.�_�'l"_'�'_`T,_,�.....+..._-_.�. }___-'.��T �-T- -7 T �...'.-r���� I __�-�"�T_""_
1 1 i I I 1 i 1 I I I I # I i t 1 I I 1 ! # I i 1 1 I 1 i i 1 I I t 1 I I I i I I 1 1 I I I I I i I I i { i !► 1 ! I I i 1 I i 1 1 1 , 1 1 i 1 i ! 1 i 1 f
I_
-� -f } ---}, .e.- -4--- } - -t --- } _ t ___,.- �.... -} -..- }•• -- - - - I ....•-- } -- _{ _ } _ { ._.__._ } --1 ' -•.. 4 - - - I - F- }.� a _ I _ �. __ - -- T-- -� - - } --{ -- -T - - t --r - T - -- { } ----F----F- }� —i- - r f - -I - { - } -- -} --- }-- F_
! I I f I I I t i I
t i i I t
1 i t I 1 i i 1 i
- _-}_-- - - - - -�-- ----•�----� --T---F -�- -F-`-----f-�-----}------f -----f -- -}--- r--T- 4- -}-1---t-- ----i--T--T---}---T----r +----1----�-
}—{_--}-•-----f-____{__..__..:.�f__..._._�-_..{_....____�____-__}-_.._..�-,._--._}_�+__r....�..--�--'-�--`----1'----1-------{-•- ---�-�I--�{---- �-}---'--1---}----_-F..-_...r....}...._..__......�....,-t- ;
1 i
$TA:! 0+1� ELOV: 14.02
�1
1 i���
1T i._« «_""T____._`..._.___..--_..._..-_.}..,...____ ---___` `__.__-"`f"..-,._.._., .._«.___..........-,» ._....._.{..._._._._ _.._._..._.....-.......M.._----�._-____._..F..._._`� "-------}'....__ i -' "_' _'�-'-'�-'-'--^"�_.__..-"( T"""` i __._}..-.._.._.�.._ �_l ..� ..__�._. �. _i •�- __`.T-_-`.'�.._.'_ __'..-.-T.._._._-.....�_._..._.4_"'_'+-- 1 1 1 1 i.sT-_I_..�...__...�_.._��
I ( I 1 I
i 1 i 1 ` _ _.
1 i J -..__ .-....._......�.,._-T _____._L�,��--�-�-,.--.�......k........----}------�'..-:.__..1.__-�....�.__.{___-._._�.__.__•__}___..._._.�.._.__._.�._......__._.'�._. --"-'�'--'"----t-----.-�--_---�-_,.,-....-.}.._-�_._.j-_-._._...}..._H.__.....}._.._._��-.....�._��4____._.....,�..,..-._.��1�"�` T�` _.,._,.� -�...-�-.___.__,.�...,._..�.w-�_«.«�
^----^«____.,....__--_"^-1-.----"-.--�'-------�'-----•-�_.---`--'}- t 1 1 I i I I i I t I I 1
,
1
i i i 1 1 i 1 I t t 1 i i t I S f E 1 ! S 1 i i 1 ( 1 ? 1 i 1 i i i I i I I 1 I ! 1 I I i i l i I 1 I I
i I 1
1 t I L 1
1
i"'T...-..4-4-4-
-4
! 1
i l lI .-..i.._-_._. __-'tom.`._ 7 I 1 I
_ 1 i
-.-.�`_ _._". T ��`;
.__..._.�,.....__-4`i�`-_T-`_`.
I I 1 I
I I i I 1 t , I I 1 i 1 I I i i i 1 1 1 i
I I I 1 1 1
1 t I t ( 1
t {
�_1 1 I1����t
T-1'�-�� T--4 T T-1 (_,'."i__
I I I I I 1 1 I I i i
I I 1 i 1 1 1 i 1 I 1
( I I i
-a- -1---�----.-i'- I----•-}---}---f-----¢- ---I- , -}--- -F --t- --F {------t---f.._._....._.-F--,,.-----F-----}---------....1------}-._.....P.._.__----}---'-r--- -r— ,}------�«I-'-------7--- , �---.---•---m-}--____,..}__.�...—._-}----r-----(---i---r —T- i---r---T -,t--t'----T -r-- }-----}---
f��_-_.`.�"'""_«�.�-.-.___'^'�'_.....__��..--_---�"----_-}-'".':_____�._"`__...�._-.-_-_�-��.�..-----�.�----.�.�..__........�.............��_...._.__-'+'-.--�---._..�.._.___•- -1 �...-_-.
������ _._�.r..-__{___.._._.-�._«._-r...-----1------T---�-----�-�--�---'---I-----'---4--.<..--}--_.._,.},-«,�-_}.<__-}--------�----_-}----}--�-�}-----}------4-_-}--------�-----}-----_v-}...i._}.__.._._--I___-__-� .__ �._..__-i-------}'-------}------4----4'------}-----F--_--}---._-_-}..___-}_____�-._._ {. .---1-- --r-!-�---'}'--_--..�..,.«----}----f--�----T--_--T--T- ---7—r --! -(- �------>---f- --{----r �-T----}-----
-- i��
""�"''T��'-�T"�-`�T�"-...-_�.,_�«_.�__._-�-___.�-.-- � ��--_�----}�------�'•w- �------�-----#...._ �-�_.{._____.�._,...�.__..1��_.} �. �._._._-�-_'_`"_���_-`� �____.'._`T-_`_�.+______..�..___._..�___._� -i � �_....,..} .�..�_-..._.�.-..__-�,_.__.----_-_.4.--_ � '�`i�T�_."_ l 7 T � 'T � 'T'�-� T` T _'"i__"--�-^-----'T
I
-__�-_---_^�--_--}_______}�___-�....-.__�-__----}-._._� -�' � ____{--_.._.}--.'_i"- �..�.-._-^-i�__..._.._.�.�-_}_---}-_--}-._.._'�..'"-'�.'_'-.'�"_'_.�_"-."-�__---T-..--r-_'_._--{-�___�__._____I_, .�. j.-_,_-}-.___...f._..T_-t•---<___}_.-_-}---}--`"`.-.�`""_".'�m � -?_'_.�'.__._-._.��__.__--�---r---=----{ ___T_,�-{_ �--'.�-""_.�_'."_.�-- -rr_ _�_._+ '�.' i-_t-t- 'i .,'�"_.._'_7_._�`__ _-�-.'-_'_'i'.'."__.
I I I t
i F { 1 1
1 I 1 1 1 I 1 I t I 1 I 1 i I I i 1 1 i 1 1 1--- 1 V_M--._._ --it,1t i__v-_____.._...1I _..-.. t 1 1 1 __ -T - it- 1 ` 3 1 1 1 ,-j I i i 1 I 11 1 t I L 1 1 f 1 1 l 1 1 I t
1 i i 1 �«. f i I _ 1 i ....�.T...«�._._.-...�_.�_.�_� � �� 1_-_-T"_"_._T__ � -" T "�'"`�..'"-'T _"k 7- _.�._� "" �--�-'_ T-`T l T _.T._ ��.�."'._.«� T __T"_---__'� 'T T�� T'"'.-_ +` _T- �_T_... "TT�..�-T.",._'T._-_" }..'_7-_-`i-�T, T T -r-- T � -r-----1----
I 1 1 1 I f # I t �
}---•1--,-•-----}.----_-�-----{«---'-}--'---"}u---'}"-_-'}"---�--~""--�"--�-'"--�}"-"- -`�` --.}"- -"-1'--'`--�--- i 1 i 1 i 1 # t i I I I i I I 1 I i i i 1 I I i 1 I i i i i i � i i i � i i i i i � i i i i i i i i i i t i 1 1 i i i i i i i
_._.4„...'
t1
-t -
.�_-'T_ �'....._.,..�_...w..-.�...--»-».�--"- 1_..._-._-�.--"-.,..-�,�._..�...�...._.{.----"�'_----�-�--,•-�- ..•..-----'�-^-- -�-"_.
'I ---- 5 t 1 11 1
�`-"i'"""� _ ? -� "_`1_ "l �'"-`. .�,_'.�,.�.
1 I 1 # I i �I ji�� t �1 IL��__..i�.�...---�I-.---,�i.� 1 ____..__ - "__�___�.-<._T-_._".T` ....�.._'_.,�._.,_"'.�_` .__.__r._-_..<-�"'._,..�..u...._T"-T'��_-�_.-..___{____..__}.._..__...,..�_.._.__"�---{.-._._,._..}-_.-.�«..��.....-_`T� 7_..-}_.......-_�.,....._...-_'.{ --f. a.-.�_..,.._.__�-__,•-}-_._.._T_.-.'_-i--_.i�_-_-�.-._._..T.`..__.,_,..},_,.___....��..._�..-.-----{_____.._.�„-..-....�.._.....«__�_.._,..._.--�-�-___...-.__{__-... __.,_�»_"'_j-'_.�- 1 _ I 1 1 _. 1..__. 1_.__-,_i.-....e..�.�._...,._-^''---�.._-___.,..�,._
.�---�--_--Y--.-}.---.---�•---�'_-.""_•-^I--"�". r"'_"_".�"_`-T-- -1 i i �-�~�-�~���� �� ����� i t i t I i I s -1 1 i I 1 1 1 I ! I ! t I t I I 1 S I 1 1 t � 1 1 1 1 £ t S 1 1 I I t z I 1 I i t I i TI' �' IT'-'Ir 1 1 I 1 1
_7s_._._,_.,
j-,�..._....�,.......�.....�...-___....�.�_...�...«,_..--.�.»_.---.^"f'-----�•-•-""ry-_....___-}-__-.�..-...--.�.-_._^"^r�"
I I I i I i �I t f f i t # 1 1 1 i 1 I ( I i ! 1 i 1 1 I I 1 I 1 f ___-.-}y- •- 1 i I 1 i i 1 I I i I i I 1 I I 1 4 1 ! I '1 1 1 i 1 I 1 1 1 I t I I i i 1 1 I i
4`"".4.."_"-'.�.
0+00 1 2 3 4 5+-00 6 7
1 I i i I 1 1 i
1 i t 1
! 1 t 1
1 i 1 I I 1 II i' i I I !
1 1 1 1 I I �_--_IL_�_ '1 1
1 I I t i 1 i n I 1 1
i I
t 1 I i i 1 i I I i 1
8 9
MEM
20
10
RMSI ON S
Oct. 24, 2004 Per NCAOT/Owner
LN..
�O
.0
0)O
LO UJ
c
C
00 N
cV po
uj
(�
01
c: W
:tom CL
CJ o
,
Z �:
E
X
C3i
O O
m u-
z
W
6 v
.4.j z
>=
a- .�
�
c
� Y
3 0
f
o
= �
2 �
0 11
0
U
��
L
Lu
cu
M
V)
`_°
W
,>
M
uU
a
,lAi t�tl;
14
_ <
i ✓
(M '
ti
a
0 U
r �
U J
w.,
J
0:
�
0
O
a.
v
>-4
a0146 <-
ta; �\
z
a
o Q.,
c
Q 0
c
w
0
SCALE:
1 „ = 40'
DATE:
9 5 004
PROJECT: 04-0097
DRAWN BY:
JC K {� N
SHEET
5/5

WECIAL N. QJL
ROADSIDE SWALES BETWEEN STA. 3+00 AND STA. 8+00
Do NOT CDWORM TO THE LOCA71ON AND DEPTH SHOWN
IN INS DETAIL. SEE GRADING PLAN dt PROFILES FOR RE-
C�L QUiRED DEPTH AND LOCATION OF SWALES iN THIS LOCATION.
50'
-
RIGHT OF WAY
I
80' 6' 6'
SHOULDER PAVEMENT SMOULDER DITCH
I
w "
1 4. 1
Rl
0 �nt s t
r,+00
Morada Bay Drive A5• SF9.5
jt
C�L
50'
RIGHT OF WAY
i
6' 18, 6' 5'
SHOULDER PAVEMENT SHOULDER DITCH
1"
VEGETATIVE STABILIZATION
PER SEEDING SPECIFICATIONS
AS RED �'-� 1 3
LW GCE'IVTER OF SWALE W/ SOD
(PIIMWV 7n PREVENT
DISLODGEMENT)
Swale Detail
NO SCALE
Cul-de-Sac �1.50 SF9.5
6"
l)
Street Cross Section
B
NO SCALE
N 6719'21 T 452.50' To , NOTE:
SET MAG NAIL C/L N.C. HWY.DA VJ'0 LEONARD DRIVEWAY CULVERT INVERTS
24 & C/L CULVERT AT SIKES SHALL MATCH DITCH GRADE.
BRANCH W1LLlAM B. HARRiS 8K. 515, PG. 401 & 403 SEE PLAN PROFILE SHEET 3.
8K. 339, PG. 247
LA,SdE DA
70 OEBORAH SWAIN AaArsa () EOI To sTaE7+5° x piP A
8K. 527, PG. 394 (SiA 0+0 o�K
�•W• ~- ,
3
PIP % x_ DAY --� --�
..
I I
1 5 D
TEMP. piP ---- _-_ - r�
_
ENTRAN
'ICHARD BA YLIS
K. 543, PG. 446
DRAINAGE PIPE CHART
OUTLET
AREA
Q10 DIAMETER
GRADE
LENGTH
VELOCITY
PIPE (acres)
(cfs) (inches)
(%)
(if)
"A" 0.29
0.87 18"
1.00
40
6.6
"B" 43.0
56.7 36"
1.00
40
10.5
"C" 1.51
4.53 18"
0.65
40
5.3
"D" 86.2
85.6 2-30"
1.25
40
10.5
If Area <10 Ac
If Area > 10 Ac
Q=CiA
AN
Q=281 x DA
RCP
= Reinforced Concrete Pipe
tc=5 min.
where DA=A/640
LF
= Linear
Feet
i10=7.50 in/hr.
FPS
= Feet per
Second
C=0.40
NOTE:
1. Contractor
shall use NCDOT approved RCP or CMP
for all
pipes underneath
NCDOT and/or Private roadways.
2. Contractor
may use NCDOT approved RCP
or HDPE
(2 wall)
in all other areas
including driveway pipes.
NUJ=' SOUTHARD
SK. 836, PG. 89
�n nRAa REMOVE EXIST 18 CMP_r --
UNGTH-24' AND REPLACE NTH 36_ _ -�' ' c T^ '
RCP ® 1.0095Ir=_ c
DEPTH �
1
CONNECT TO EXIST. Y, ass,
J BELL. LANE
PIP _ _----- ...-• _ OAS'- PROP. 30 o ,
DRAINAGE '
o'V. a7r W'
EASEMENT
t i
4"WTLANDS '
i
FES
Legend
TEMPORARY GRAVEL. CONSTRUCTION EN7/EXT
SODDING
MULCHING
�M
RIPRAP-LINED CHANNEL
y
SOD -LINED CHANNEL
c:*' c*
LEVEL SPREADER
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
13
FABRIC DROP INLET PROTECTION (TEMP)
E
BLOCK ec GRAVEL INLET PROTECTION (TEMP)
13
TEMPORARY SEDIMENT TRAP
IQ
SILT FENCE
sf
ROCK DAM
D
CHECK DAM
-H-
PROPOSED FINISH GRADE
/
PROPOSED TOP OF CURB GRADE
PIPE LABEL
» A }e
PROPOSED SWALE
-_
s
CURB
/,w„
„ 7w
PUgUC pit1VATE
e X17.10 LLID11GTHTHf134' � 1 PRIVATE R �� , $
" 1%S3'�'� ; 1 r �\ DEPTH-4` PUBi1C R ' , ry t M 654, 47 12 9
Q.
,} tjjyy rn L=263.40 15 4 c
P . Z
f. 7\ ` 1=48'400 N 8826'50 "E \ .
*
Tan=140.24 i ; 5.16' _14
�o DEP1H-4' A�� o32w
i cc--1 Tan=138.64
r / >W Llntng JULIAN WFEKS
°HP BK. 781, PG. 814
0HP
0HP FES g0
0HP 1Ny..1'7
0HP \
Z
`••' �o ri 0'00' SIGHT TRIANGLE
4
I
l--
V
LL1
Q
EROSION CONTROL NOTES
�I-
i.
Sediment control devices and structures sholi be Installed,
O
maintained and amended as needed to provide effective
• •
control of accelerated sedimentation until the contributing
�
watersheds are stabilized.
O
2.
Costruction Sequence:
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
`-
B. install stabilized construction entrance(s).
C. Silt fence shall be installed at edge of clearing where so
Indicated, an all down slopes immediately after area is cleared.
14-
Slit fence shall be maintained until the area is stabilized competely.
Q
D. Construct drainage swales and sediment storage devices. Install
0
storm drainage piping.
N
E. immediately seed, mulch and Install liners.
F. Maintain erosion control measures as needed to assure
�
full functionabliiity.
G. Place CABC over compacted subgrade. install asphalt
0)
surface course.
H. Reseed and mulch shoulders and ditches. Install liners on
all swales (and provide ground cover on all exposed slopes.)
1. Seed, fertilize, and mulch ail disturbed areas within 15 days
Cn
of completing any phase of the grading work.
J. Permanent groundcover for all disturbed areas within 15
-�
working days or no more than 90 calendar days following
completion of construction.
N
K. Remove all temporary devices after permanent groundcover
Cl)
is established.
a
3,
S�.9 �ificaths
.i�
Apply lime and fertilizer and work into 4-6 Inches of soil. Seed
/
mixture shall be distributed uniformly and covered with a clean
0)
straw mulch. All mulch shall be crimped or asphalt tacked to help
-
hold in place. Material and application rates are as follows:
ApAlicatlorn Rate
�1
Llnne 1000 lbs./oc.
Fertilizer (10-10-10) $00 lbs./ac.
•(D
Mulch 1.5 tons/ac.
t
eat Soodin
(D
Common Bermuda
CL
(Unhuiled Sept. 1 - April 1) 100 Ibs./ac.
O
(Hulled April - Sept. 1) 75 Ibs./oe.
�
"Rebel" Fescue 50 Ibs./oc.
Rye Grain (Sept. 1 - April 1 only) 50 Ibs./ae.
German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
Seedin
C
Dec. 15 - April 15
Kobe Lespedezo 50 Ibs./ac.
C
R Grain 100lbe./ce.
-0
April 15 - Sept. 1
German Millet 40 lbs./ac.
-
Sept. 1 - Dec. 15
R Grain 1001bs./ac.
O
4.
Contractor Is responsible for maintaining alit erosion control
N
measures and amend measures as required to prevent
accelerated erosion from taking place on this site. Contractor
inspect all erosion control devices after every rainfall event
-N
V
repair, remove accumulated sediment, or supplement measures
may be necessary to prevent erosion & retain sediment on site.
5.
Once all areas have been stabilized, contractor is to remove
p
temporary erosion control measures. regrode. do mulch to
L-
restabilize these areas.
A
6.
For additional requirements. see the approved erosion
and sedimentation permit.
U
SrRucnlA�e�IL S
CLASS I NO 44P MR SIRLCIL L
STONE AND PAY FOR AT Ti:+E' CONTn61CT ULWT
PRK:E PER SWW YARD OR PER TtNV PtAW
RIP RAP, CLASS L
USE NO 5 OR NO 57 SMNE FUR Sl7�iMEWf
CONTROL AND PAY MR AT THE CONTRACT UNIT
PRIrE' PER TON SWMMW CONTROL STOAT
DO NOT USE SUW&Wr DAM W A LIVE'
STREAM.
REU0W ACCUaYt UTEV SEDIMENT WHEN
STOMW AREA 6 i FULL
&a spew
Sediment Trap Detail_
NO SCALE
EXISTING ROAD
r • l'
.. .. �!
i (SEE MOTE)
PLAN VIEW
construction Specification@
1. Stone size Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designatlin M43, size No. 2 ( 2-1/2" to i-1/2"). Use
crushed tone.
2. Length -As effective. but not less than SO feet.
3. Thic non - Not less than six (8) Inches.
4. Width - Not lea than full width of all points of
Ingress t, egress. Minimum of 12'.
5. Washing , When neeeeaory, wheels shall be deemed to
remove isdilnent prior to entrance onto public runt -of-
way. Vft washing is required, it shall be done on an
area stallized with crushed stone which drains Into an
approvedeediment trap or sediment basin. All sediment
shall be ►revented from entering any storm drain, ditch,
or waterourse through use of sandbags, gravel, boards
or other 3Wovod methods.
Q. MaIntence - The entrance shall be maintained In a
condition'which will prevent tracking or flowing of
sedinentonto public runts -of -way. This may require
perlodic by dressing with additional stone as conditions
demand Ind repair and/or ceonout of any measures used to
trap sednent. All sediment, spilled, dropped. washed or
tracked into publk: lights -of -way must be removed
inmedioMly.
Temp. Construction Entrance
NO SCALE
ROW
V-11.56
LOT 1, BLK. 8
U. 8. 15, PG 2
- _ C- '""+ .� ti i, �+ +,� rq <916.59
LO V
-•..:�-�.,. -2 s Y .� Xt r L=24 .34
C,.?2 �.- =94.53 ~' t R = 31 00 s
i N R-310.00 L=14�.a1 &44' 729"
6-17*28' 7" 1 R-310.00 ��\ `!�. Tan-1 7.75
T =47 63 A-27'19'12 '` -."'_' ,.•.
Ton=34 7S,.
JU IAN
L WFEKS`-
BK. 781, PC 814 -
i
UVINAVIOLETRESISTANT (SLACK) �t Mi M i ik 1 1S►
rA9RIC OR WVALENT SECURED TO WIRE I 1 ea i l C so4 MO
VATH METAL 0UPs OR UK AT ew OFF 1 � � e' s•�e
12 CAM 4wXV OR rX4w VOM K@ HOOONTO CCN1E!! ' 1 i O • d' FES#
Bogue Sound
LOCATION MAP
NOT i0 SCALE
7 162•52 ' N I
=
i 0
\,
' W(5
Z
V;Mi'f'4- - U
W
W
I�
i5 to 0cn
W Z '`
00
�
Q
OW
w 0
�
roM
WADTH-27'
DEPTH-4'
i 22 ' -
�/ SEIl iR� � t �•
ILENGTH-112' ,
t PREFORIIM CHANNELS ON METAL POSTS, OR FASTENED � DEPTH--4 � •
CEDAR Olt WOW roses wN0. 1M s sTA�.cs - I N 14.39 1 j I N V-1 15
TOwroTH-�'
T t Z
V-8.89
REVISIONS
Sept. 15, 2004 Per Owner
Sept. 28, 2004 Per WCWC
Sept. 30, 2004 Per Land Quality
Oct. 24. 2004 Per NCDOT/Owner
Oct. 27. 2004 Per NCDOT
Nov. 8. 2004 Per WCWC
Nov. 22. 2004 Per Stormwater
Jan. 11, 2005 Changed swoie lining
from stone to sod
"
to
C
rno
I
•C1
LO u7
00 N M
•�
L.0
_
a
z
E
W X
C.
C
O °
m U-
C:
V
= 2
W
� z
>=
(jy
C
CU Y
c -a
Q W
30
ru
p 1
O
U
o M
>
'0
o In
W M
C
X
4.J
V
C
M
ri00
r ♦•
>
M o
U
i-
rI
See Schedule
PLAN VIEW
• T THIS REACHED i �A : ry h CL
OR AS OIRECTEO 6Y INSPECTOR, j I I �' sW to
"� • b old►
Q
cl
10
• ....
m 1
O
' W !00eV ZO'i' t 1 �• UI �1 Z
Metz:"" LEON WFEKS �• ; : 113.09 �J z E-4 �j V
BK. 781, PG. 813 I'' ' .'ni : $3= Q °`'�
•------- N O'•�0•'yy 196.2 ` C 1
I; W r, W
NATMAL GRADE W ; S �� , I = < ^^ (x
COM WITH SOIL. AM TAWSACKIIILL. b ::: C'� y91 240-C Z V 1 O
CKW 6" or "E MT+O n"cH. N 1 ; : ; , :. �, mot, h 15.49' 6 �' Q Q 1`
CARW APPROX. 12w of rASW INTO TR I � , � � . : � N l
METAL. CEDAR OR 4wX4 TREATED WOW POSTS AT e' , j �' G � $ V1 '+► :�
WIF CENTER MA. CEDAR ANO WOOD POSTT 90 0 : N: +L o Z I j- X IUi
1
SE 3' DEEP MflVRItNyi. Q Q
W +�
O r Q
CL
Silt Fence Detail Z °-CL
0
'V 1 # U of C-
NO SCALE NOS `� �,� of o et ••-�001-
1 1
'�
bit
ry�
e1 272.26
e1
Z
Q
I
M
,� �w ur�l
O
o
v
1 1
s
•
'
6g1.0
C)
NORTH CAROLINA NV.�k, ,vfjE?gTA
Iedule
BK. 8N4, PG. 466
'asp
' i
CI S€ Imo.- . 9LiTY
V !
'
ate
1 '0°
Z
istormwater
permit o 1#d 04 6 41%
O
1 j3
�� 1 /2 0
RIP RAP 0 INSTALL GEOTEXTILE
{TYPE PER FILTER FABRIC UNDER
PLAN) RIP RAP
SECTION VIEW
I. D = IN51DE DIAMETER OR WIDTH
OP CULVERT
2. MINIMUM STONE THiCKNE55 TO BE
TWO TiME5 SPECIFIED 5TONE DIAMETER.
RipRap Scour Pad
NO SCALE
RIP RAP SCOUR PAD SCHEDULE
Sized using NYDOT Dissipator Charts.
VELOCITY
LENGTH
WIDTH
TYPE
RRSP #
(fps)
ZONE
(feet)
(feet)
STONE
1
6.6
2
9
5
Cl"B"
2
10.5
3
20
8
C1"I"
3
5.3
2
9
5
Cl"B"
4
10.5
3
20
10
Cl"I"
5
10.5
3
20
8
C1"I"
NOTES:
1) OWNER AND DEVELOPER:
INLAND PROPERTIES GROUP, LLC
2894 BELGRADE-SWANSBORO RD.
MAYSVILLE, N.C. 28555
910-743-6070
2) PROPERTY IS ZONED R20
3) PROPERTY IS PRESENTLY WOODED/AGRICULTURAL
4) REFERENCES:
M.B. 30, PG. 337; BK. 1026, PG. 406
BK. 1026, PG. 408; BK. 1036, PG. 457
5) PiN #s:
6305.03349521; 6305.01358174; 6305.03345465;
6305.03347477
6) 404 WETLANDS ARE PRESENT AS INDICATED.
7) PROPERTY IS LOCATED IN ZONE X PER
MAP 3720630504J, EFFECTIVE DATE: 7-16-03
8) TOTAL TRACT AREA - 9.73 ACRES (SECT. 1 INCL. R.W.)
9) TOTAL NUMBER PROPOSED LOTS: 11 (SECT. 1 ONLY)
10) LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER
CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS.
11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1188
12) DISTURBED AREA = 7.0 AC
OWNER/DEVELOPER: SURVEY do BASEMAP BY:
INLAND PROPERTIESraROUP, LLC ALAN BELL SURVEYING, P.A.
4 Belgrade-Swoneboro Road 604E CEDAR POINT BLVD.
289Maysville,
{910) if 743-6070 555 {25�5 393��6N01•
GRAPHIC SCALE
60 0 30 60 120 240
SCALE: �� = 6O'
DATE: 9/5/2004
PROJECT: 04-0097
DRAWN BY:
JO/DKN
{ IN FEET)
1 inch = 60 ft'~
SHEET EE T
1 /5

W
I
N
(U
O
N
U j
N
eel
0)
y
0
.Q
x�
L
W
LLJ
J
U
0
(U
LA
u
0
n
CS
J
L'
MP
ASM
AP
AV
AP
mum
Mom WPM
9 , 1, ., MrIZI. 4
dD j` Vll
itiin t
mmmmmmmmm
Emmmmmmmmmmmmm
mill
mmm
IN
IN
mmmmmmmmmm
El
El
El
�=iiieiii
��i�iGi
�■�i�i■�i����i�ii���■■i�■i
�iiiiiii■■■�i
��
�iiiiiiii����i
.�
�iiiiiiii���
■
■■�
u■�■�
Y■�N�■
�■�■�F�
�MEmi
�Mll
N
N�
IMENNIN
MINIMEISO
MEN
ff-
l
■I
Ell
WAR
3-
LIN
111INIMMINI
MAN,
Ell
�■N■N■■
■0■
mUNION--
ull
ke■■■
Ei
■■MEN,
■iI
F■■■■■�■■■■■Mill.F
■■
N
`
�Wm
■■■■
■■■■■■■�.o
Nam.MINEE
■■■■■■■
•ems■�MEN
�
i
iiiM���a��.::��
��i�=��i�i�i
�r■■
PMEON
■u■■■■�
■■■■�
-
Amon
Rol
Ira
ra
a
Rim
mom
Ell —
SEE
SIM
SEEM
EMEMEMEM
momffilrom"m
r=mKQllmlm12z1
ME
IN
ZZ,
11111110
M
Ell
1110
110
M
MOM
m
m
MIN
MEN
Ell
1010
EMEMMINI
ME
IS
no
I
IS
110
ME
MEN
ME
EEE
ME
MIN
Ell
---N
MINE!
Ell
in
MOM
ME■.momMIN..v
.
..rN..MIE
emu.
i■.■�■u
=C
n..110
mom
MEMO
"'
i■
■■
��■■ate
■■■■■■■■■��■■■■!ME
■�
■s
��
�■°■�
iiiw■�■n■■���
■
��'
o■■�
0
m

0
W
Wo
N
d'
Ln
(U
d'
0
0
N
Ln
0i

REVISIONS
Oct. 24, 2004 Per NCOOT/ower
MENEM
MENEM
0
ME
M.
MEMEMEMEME
MEMEMEMEN
I
m
20
10
0
iii■
---:i■
i�
�:ii�
-
■iiii
EMEMEMEEMEMEMEMMEM
MENEM
Ell
NEI
il
MlMIMMlMlMl
MIMINmow
Ill
MES
11M
MEMOMMEMME
=NO
-MM
m
AIMNNE■■
MINI
�
MME
�!■■!�l�In!
■■
11101
Ell
ME%
Amm"
m
Ell
11IMEM
MENEM
Mill
Films
HIM
ARM
mill
M
SEEN
Mill
MEN
Ill
11ME
ONES
=1110111
NMI
111M
e
■■
-- 1-1-1 - --
ANGELFISH COURT
m
F• rmitti
q zf�li 4,
IN
NINNIES! MEMEMEMMEMEMOMMEMEME�
MEN
MENEM
Mill NONE
Ill SEEM
11MMMMIMMII
�i�s� ■ ��■a ■■ii ■i■■i
Mill
NONE 11MMEM
ME
IMEME1
MAIN
Ell
IN
MEN
MAN!
1IMME
I
�■■
��
in
�
111M
■■�i■■■■any■
Mill
Mill
30
HEX
X
(n
0
c
010
n I
c
•Lo
cm
a
to
00 C-4
N W)
ui
CA
c Lu
CL
c
= -
(A E
x
<
V)
r- 0
oY 7m
W LL-
C
U
u.j
16
Xj Z
>:
4-J
V)
E
<
30
ro
c
OL-
200
0 1
n*-4
o
u
3
on (
w n
c
uj
fo
M C)
4-J
;j
>
00 L
In Z
0
u
u
X
a.
EmI
w
LL.
0
0�
CL
46
z
0.
z
0
w
0
V U
cr-
0
U)
04)
0-
0-
w Q.
0
a. L-
O a-
c
0
SCALE- 1 - 40*
DATE: 1/16/2004
PROJECT: 04-0097
DRAWN BY: JC/DKN
SHEET 5/5

C/L
50°
RIGHT OF WAY
14°
4► 3° 20 21 3
SIDEWALK PA ENT
4;1 1
»IF11 1 e
CURB_ do CURB
/1.5" Sf4
Street Cross Section,
NO SCALE
R=112'
fCO.NC
•. 00
!:::400
Curb & Gutter
NO SCALE
12 GAUGE 4"Xe OR 2'Xe WELDED HARE HOODED ONTO
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
To CEDAR OR WOW POSTS MATH NO. 8 STAPLES.
#;1
2' MINIMUM
3 I V16»
•. � • •* a _'_"' . ,'-•"-�--'*--2' .
R- I L
. :. ig 14 IDAYO�•Nc.
Valley Gutter
NO SCALE
ULTRAVIOLET RESISTANT (BLACK) MIR S
FABRIC 00 EQUIVALENT SECURED TO WIRE
UATH METAL CUPS OR UK AT So OFF
CENTER.
MAXIMUM SEDIMENT STORAGE LEVEL, REMOVE
SEDIMENT WHEN THIS LEVEL iS REACHED
/ OR AS DIRECTED BY INSPECT(W
/ f —
NATURAL GRADE
COVEIA WITH SOIL AND TAMP SACKFM.L•
•---- CARRY 8" OF WIRE INTO TRENCH.
RUMOR
CARRY APPROX. 12" OF FABRIC INTO TRENCH
METAL. CN4' TREATED WOOD POSTS AT 8'
OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
8E S DEEP MINIMUM.
Silt Fence Detail
� -
15.0
�� 17
18 �
R D A, s A Y D R I V
�..� o
/ � E
0HP OH
/�P"P'__ OHP—
®
MOR4DA BAY
/ s
PHASE ll
Y LENGTH
4' SIDEWALK
61
I i I I I I
18 ::•:;.
A�
�
�
I I I I I I
q
T6i
L �6 N1 1 { {CL`t3`
STONE
O a" O.C.
''. . . ' . .
CONC. CURB
3' LENGTH
4' -SIDEWALK
4' TYP.
6 NO. 5
3.oGo PSI
& GUTTER
0 80 O.C. 5. CONC.
,...,... . n
6 "
( AS SHOWN
{ »
ON SITE
A PH
„ i:. ......
5.25`
2.SX SLOPE /
4' CONC. : ; : :: . : ; ; ;
BOL SLOPE
CL" 8' STONE
SECTION
; ; ' ; • ' . ' ; ' . ' • ; • ; • ; .
SECTION SECTION B-8 : : ::::::::::::::: : : \ ' : • : s6217%
Flume Detail
:::::::::::::::::0��•:
NO SCALE
;:;:•:.;,;`;;.�.�,� •.•'��.�. .,�,�'.�.�.�'�'�'.�.
EROSION CONTROL NOTES
1, Sediment control devices and structures shall be installed,
Material Application Rate ;
Lime 1000 lbs,/ac.
maintained and amended as needed to provide effective
Fertilizer (10-10-10) 800 lbs,/ac,
control of accelerated sedimentation until the contributing
Mulch 1.5 tons/ac•
watersheds are stabilized.
Permanent Seeding
2, Con structlon (eau_, ence:
A. Notify Engineer, Owner and Land Quality Section prior
Common Bermuda
(Unhulled Sept. 1- April 1) 100 lbs./ac,
to beginning construction,
(Hulled April - Sept, 1) 75 lbs./ac.
"Rebel" Fescue 50 lbs./ac,
B. Install stabilized construction entrance(s),
fence shall be Installed at edge of clearing where so
Rye Grain (Sept, 1- April 1 only) 50 lbs,/ac.
C. Silt
indicated, on all down slopes immediately after area is cleared.
German Millet (April 1 Sept. 1 only) 50 lbs./ac.
Silt fence shall be maintained until the area is stabilized competely.
Temporary Seeding
15 April
Dec, 15 -Aprit
D, Construct sediment storage devices, Grade streets, including Install
Kobe Lesped 50 lbs./ac.
swales. Install storm drainage piping and outlet protection.
Rye Grain 100 Ibs,/ac,
E. Immediately seed, mulch and install sod liners in swales.
April 15 - Sept. 1
F. Maintain erosion control measures as needed to assure
German Millet 40 lbs./ac. -
full functionabliiity.
G. Place CABC over compacted subgrade, Install asphalt
Sept, 1- Dec. 15
Rye Grain 100 Ibs,/ac,
4• Contractor is responsible for maintaining aill erosion control
surface course,
H. Rreseed and mulch shoulders and ditches. Install liners on
measures and amend measures as required to prevent
erosion from taking place on this site, Contractor
all remaining swales (and provide ground cover on all exposed slopes.)
accelerated
inspect all erosion control devices after every rainfall event
T, Seed, fertilize, and mulch all disturbed areas within 15 days
of the grading work.
repair, remove accumulated sediment, or supplement measures
& retain on site.
of completing any phase
may be necessary to prevent erosion sediment
1. Permanent groundcover for all disturbed areas within 15
S. Once all areas have been stabilized, contrActor is to remove
working days or no more than 90 calendar days following
temporary erosion control measures, regrade, & mulch to
completion of construction,
restabilize these areas.
K. Remove all temporary devices after permanent groundcover
6. For additional requirements, see the approved erosion
Is established.
and sedimentation permit.
3. Seeding Specifications_
Apply lime and fertilizer and work into 4-6 inches of soil, Seed
mixture shall be distributed uniformly and covered with a clean
straw mulch. All mulch shall be crimped or asphalt tacked to help
hold in place. Material and application rates are as follows:
NO SCALE
J. BELL LANE (PRIVATE)
S11UCTURAL S
NOTE'
USE CUSS I RIP RAP FOR STRUCTURAL
STONE AND PAY FOR AT THE CONTRACT LWT
PR/CE PER SERE YARD OR PER TON PLAIN
RIP RAP. CLASS L
USE NO. 5 OR NO. 57 STOAC FOR SEDWENT
CONTROL AND PAY FOR AT rW CONTRACT UANT
PRICE PER TON SEOMW CONTROL STONE
Do Nor m SEwwr a4M IN A LIVE
STREAM.
REMOVE ACCUMIAATED SEOWENT MM!•IEN
STORAGE AREA IS j Flnt..
T CONTROL
FLOW
RM
Sediment Trap Detail -
NO SCALE
THEODORE MILLER
BK. M, PG. 138
RA (AGRICULTURE)
NOTES:
1) OWNER AND DEVELOPER:
INLAND PROPERTIES GROUP, LLC
2894 BELGRADE-SWANSBORO RD.
MAYSVILLE, N.C. 28555
910-743-6070
2) PROPERTY IS ZONED R20
3) PROPERTY IS PRESENTLY AGRICULTURAL
4) REFERENCES:
M.B. 30, PG. 337; BK. 1026, PG. 406
BK. 1026, PG. 408; BK. 1036, PG. 457
5) PIN #s:
6305.03349521; 6305,01358174; 6305,03345465;
6305.03347477; 6305.03.43.2345
6) 404 WETLANDS ARE PRESENT AS INDICATED.
7) PROPERTY IS LOCATED IN ZONE X PER
MAP 3720630500J, EFFECTIVE DATE: 7-16-03
8) TOTAL TRACT AREA = 465,776 SQ.FT. = 18.04 ACRES.
9) TOTAL NUMBER PROPOSED LOTS: 26
10) LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER
CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS,
11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1988
12) DISTURBED AREA = 12.9 AC
LOTS 26-32 DO NOT HAVE
ANY LEGAL RIGHTS TO USE
J. BELL LANE AS ACCESS,
AND CAN NOT DO SO.
J. BELL LANE (PRIVATE)
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
SODDING
O
MULCHING
V
RIPRAP-UNED CHANNEL
SOD-UNED CHANNEL
C*sC#
LEVEL. SPREADER
"T
OUTLET STABILIZATION STRUCTURE
9
EXCAVATED DROP INLET PROTECTION (TEMP)
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK & GRAVEL INLET PROTECTION (TEMP)
13
TEMPORARY SEDIMENT TRAP
Q
SILT FENCE
sf
ROCK DAM
D
CHECK DAM
44-
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
PIPE LABEL
99 !f
Bogue Sound
i — vTrTrvm none
NOT TO SCALE
1. D = INSIDE DIAMETER OR WIDTH
OF CULVERT
See Schedule 2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER,
PLAN VIEW
TODD MILLER
BK. 557, PG. 393
BK. 962, PG. 84
RA (SINGLE FAMILY)
AS REO'D F
i �-
i
E. STEVE STROUD
R20 (AGR/CUL TURE)
tit! 3 .
TYPICAL SWALES SHALL HAVE 3:1 SIDE SLOPES.
VEGETATIVE STABILIZATION WHERE SPECIFICALLY INDICATED, SWALES SHALL
PER SEEDING SPECIFICATIONS HAVE 5:1 SIDE SLOPES.
1
11
LINE CENTER OF SWAL.E W/
(B) SOD {PINNED TO PREVENT DISLODGEMENT)
BOTTOM WOTH8-0 FOR 30 SWALES
B=3 FOR 5.0 SWALES
/oft I ..f . ■
JULL4N WEEKS
R20 (SUMMER CAMP)
SURVEY & MEW BY: OWNER/DEVELOPER:
ALAN BELL SURVEYING, P.A. AND PROPERTIES GROUP, LLC GRAPHIC SCALE
604E CEDAR POINT BLVD. 2894 Belgrade-Swan3boro Road
SWANS80RO. N.C. Maysville, N.C. 28555
(252)-393-6101 (910)-743-6070 Go 0 30 60 120
IN FEET )
1 inch = 60 ft.
REVISIONS
Feb. 28, 2005
Miscellaneous
April 15, 2005 per DWQ
(Added Level Spreader)
<C
a
a�
o
HT O
C
C:
00 04
04 M
._
w
C
w
C
.�
X
Q
O
O
W
M u•-
W
z
>
to
c
Y
a co
o
C:
o O
O
�
Ln
U
3
WM
C:
01-.
O
'c3
M0
i rn
V)
L;w
.>
M
U
O
a-
Z
Q
CL
Q
3
�
�+
0 —
N
°�
�
�
M�
�
U
W
�
Q
�
X
Z
Q
w
U�
�
U
0
z
O
I
a
O
�
p
U
�
�
0
Y
O
Q
�H
W
�
3
�
N
W
Q
Z
O
01
V
J
C]
D
O
CL'
X U)
oW
o
P=
Uj Cr
QW
n- C,,,
c CJ Q.
4
a
Z
Q
J
Z
JUN 2005
`1g
SCALE: 1 " =- 60'
DATE: 12/27/2004
PROJ01
ECT: 04-0131
DRAWN BY: JC/DKN
SHEET 1/4

H-- --- -- - - -
50'
RIGHT OF WAY
CAL-___21'
20' 2 3 4 2 4
PAVEMENT
a
o m
z
Of TRACER TAPE PER
jCUR;8 R ;,, m W.C.W.C. REWTS
�12 GAUGE TRACER WIRE
PROPOSED/o PER W.C.W.C. REQ'TS
WATERMAN
Watermain Location Detail.
NOT TO SCALE
1. VALVE BOX PAD IS TO BE MATE OF
0 ASS A CONCRETE (3000 PSI O 28 DAYS).
2. VALVE BOX PAT) CAN BE OBTAINED FROM:
* STALLINGS SEPTIC TANK, GREENVILLE
PUMP AND UGHTING, KINSTON
MASONRY SUPPLY, NOC•, SELMA
%3 1iEBAR
- 2e
Valve Box Precast
Shoulder Slab
NOT TO SCALE
17
\ 18
9161 0jjj'N0trN --' 0 D A B A Y DRIVE
_ •. � i' � � 1ST �... ---- ``Q��N_.��' 1�� Z�Qd� N
/ / i �• �� 0HP
0HP -
/( PP
MORADA BAY
PHASE II
/
IT-
............
Typ ica I Blockin etail.
i
NOT TO SCALE
CONCRETE 5CHEDULE
CONCRETE THRUST BLOCKING SCHEDULE VERTICAL BENDS
MIN. CU. YDS.
FITTING BLOCKING AREA (5Q. f`T.) MIN. GU. YDS. CONCRETE CONCRETE
51ZE
TEE 900 450 22 1!2° TEE 90° 450 22 I/2° 900 450 22 1/2`
4" 0.8 1.2 0.7 0.3 0.13 0.13 0.13 0.13 0.7 0.4 0.3
G" 1.9 2.7 I S 0.8 0.13 0.13 0.13 0.13 1.3 0.9 0,5
8° 3.3 4.8 2.5 1.3 0.13 0.13 0.13 0.13 2.5 1.7 0.9
10" 5.2 7.3 4.0 2.0 0.13 0.3 0.I3 0.13 2.5 2.8 i,5
12" 7.G IO.G 5.9 2.9 0.3 0.4 0.3 0.13 5.G 4.0 2.1
I G" 13.3 18.9 10.2 5.2 0.5 0.9 0.4 0.13 9.8 7.1 3.7
18" 22.5 32.8 17.3 8.9
WATER MAIN NOTES:
1 LOCATION OF EXISTING WATERMAINS SHAD. BE VERIFIED AT THE TIME OF CONSTRUCTION. LOCATION
INFORMATION PROVIDED BY WEST CARTERET WATER CORPORATION AND OWNER.
2 CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES
(CABLE AND PIPELINE) ALONG THE PROPOSED WATERMAN ROUTE, INCLUDING WATER SERVICES.
3 PROPOSED WATERMAiNS TO BE INSTALLED WITH 36 INCHES MINIMUM COVER.
4 CONTRACTOR TO INSTALL WATERMAINS AT EXTRA DEPTH WHERE CONFLICTS EXIST WITH STORM DRAINAGE
OR OTHER UTILITIES (STORM SEWERS - 12! SEPARATION, SANITARY SEWERS - 18" SEPARAT1ON, ALL
OTHERS - 12" SEPARATION).
5 WATER SUPPLY IS BY WEST CARTERET WATER CORPORATION.
6 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM WITH WEST CARTERET WATER CORPORATION
SPECIFICATIONS AND REQUIREMENTS.
7 ALL WATERMAN PIPE MATERIAL SHALL CONFORM TO ASTM STANDARD D-2241, PVC 1120. SOR 21, 200 PSI
PRESSURE RATING, WITH INTEGRAL BELL AND SPIGOT END. PIPE SHALL BEAR THE SEAL OF THE
NATIONAL SANITATION FOUNDATION (NSF) FOR POTABLE WATER PIPE.
8 WATERLINE SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH WEST CARTERET WATER
CORPORATION REQUIREMENTS PRIOR TO BEING PLACED IN SERVICE.
9 ALL WATERMAINS AND EASEMENTS TO BE DEEDED TO WEST CARTERET COUNTY WATER CORP. UPON COMPLETION.
IT IS THE INTENT OF THIS DESIGN THAT ACTUAL 20' EASEMENT LOCATION BE CENTERED ON THE "AS -
BUILT" LOCATION OF THE WATERMAN.
10 CONTRACTOR SHALL MAINTAIN 10' MIN. SEPARATION BETWEEN WATERMAN AND EXISTING SEPTIC SYSTEM
NITRIFICATION LINES, IF ANY.
11 LOT LINES SHOWN HEREON ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.
12 WATER SERVICES SHALL BE INSTALLED BY WEST CARTERET WATER CORPORATION.
13 THE ENGINEER/SURVEYOR WILL LOCATE THE PROPER PLACEMENT OF THE WATER SERVICES.
J. BELL LANE (PRIVATE)
CAUTION
UNDERGROUND UTILITIES MAY EXIST IN THE VICINITY OF THIS
PROJECT. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE
APPROXIMATE AND OTHER UTILITIES MAY ALSO EXIST IN THE
NCINI TY OF THIS PROJECT WHICH ARE NOT SHOWN ON THESE
PLANS.
PRIOR TO EXCAVATION, THE CONTRACTOR SHALL PROVIDE PROPER
NOTICE TO ALL UTILITY COMPANIES IN COMPLIANCE WITH THE
"UNDERGROUND DAMAGE PREVENTION ACT OF 1985'.
THE CONTRACTOR IS RESPONSIBLE FOR VE'RIFY/NG THE LOCA T7ON
AND DEPTH OF ALL UTILITIES AND REPORTING ANY DEWA77ON TO
PLANS OR POTENTIAL CONFLICTS TO THE ENGINEER PRIOR TO
c01VS7RUC770N
THE CONTRACTOR SHALL BE LIABLE FOR ALL LEGAL ACTIONS
RESULTING FROM CONSTRUCTION IN THE VICINITY OF THIS PROJECT,
AND BY ACCEPTING THESE PLANS, AGREES TO HOLD HARMLESS
THE ENGINEER AND OKWER FROM CLAIMS OR DAMAGES RESULTING
FROM THIS WORK.
CALL = E���E YID U DlG
N.C. ONE CALL CENTER 1- : �D-632-49 9
THEODORE MILLER
BK. 733, PG. 138
RA (AGRICULTURE)
Legend
WATER MAIN (size as noted)
WATER VALVE
FIRE HYDRANT
--(
BLOW -OFF ASSY.
N-•p N•p
WATER SERVICE
--�
WM
ST. DRAIN (size as noted)
STORM DRAIN INLETED
POWER POLE w/ OVERHEAD LINE
-• OE
LOTS 26--32 DO NOT HAVE
ANY LEGAL RIGHTS TO USE
J. BELL LANE AS ACCESS,
AND CAN NOT DO SO.
J• BELL LANE (PRIVATE)
SURVEY & BASEMAP BY:
ALAN BELL SURVEYING. P.A.
604E CEDAR POINT BLVD.
SWANSBORO, N.C.
(252)-393-6101
OWNER/DEVELOPER:
Bogue Sound
2'_a•
NOT TO SCALE
AMETRICAN DARUNG MARK
73 B FIRE HYDRANT TMTH
1-4 1/r PUMPER NOZZLE
AND 2-2 11r HOSE NOZZLES
SIOEWAIK
PRECAST
2'1
RB 0 GUTTER
SHOULDER
_L
Zmm
'
BROS. vex-TE-too
30
VALVE BOX OR APPROVED EQUAL
i" GATE VALVE
M.J• LOOKED HYDRANT
-•►
OR TEE VAYN
•
APPROVED PIPE
RESTPANT
CONCRETE THRUST BLOCK
PLACED AGMST
UNDISTURBED EARTH
M.J. LOCKED HYDRANT
ADAPTOR OR APPROVED POPE
MIN. OF 3 CUBIC FEET OF
CRUSHED STONE FOR DRAINAGE
Fire Hydrant
Detail.
NOT TO SCALE
TODD MILLER
BK. 557, PG. 393
BK. 962, PG. 84
RA (SINGLE FAMILY)
INLAND PROPERTIES GROUP, LLC
2894 Belgrade-Swonsboro Road
Maysville, N.C. 28555
(910)-743-6070
E. STEVE STROUD
R20 (AGRICULTURE)
CONCRETE COLLAR AROUND
GATE VALVE AM BLOW -OFF
IF NOT NK ASPHALT. NK ASPHALT,
VALVE BOXES TO MATCH ASPHALT
FNeSH GRADE.
TAMPED EARTH
- ••"•••••,�••,+•-
VALVE
VALVE BOX
( THR PLUG
ADApTERso FEM
21 PlI*aw
2' MR 21 PIPE
r
COMP. iX1t�LJNG \
2e LONG 2' BRASSr-7'r SCH. 1!0 MALE ADAPTER
WATER `�
•t PN+E NN+PLE ti,•: 20
'
•,.!
BEND
. • r�iNI�ADED)
6' LONG Y BRASS
PIPE NIPPLE
067 STONE
2' RESILIENT SEAT GATE VALVE CONCRETE
BLOCOINO
TY/ SQUARE OPERATING NUT BLOCKING
NO PLASTIC OR GALVANIZED SCREW FITTINGS BEFORE VALVE.
Blow-
Off Assy. Detail
i
NOT TO SCALE
JULIAN WEEKS
R20 (SUMMER CAMP)
GRAPHIC SCALE
60 0, � 60 120
REVISIONS
Feb. 28, 2005
Miscellaneous
April 15, 2005 per DWQ
(Added Level Spreader
Q
QIn
0
CU
N
rn 0
to
.C_
Uj
00 N
C
N M
L
W
�
Q�
0)
LU
CL
CJ
'-
Z ��..
. �.
(Al
W <
C�
0
oD w
WU
"ffi
= t
4-J
CU
Z
>=
��Y
C
Q c0
30
2-0
L1
Ulr
r....
LL)
1 ,-.
0
4-1
C
rI
DO LU
>
U
C3
0
a-
`*vu
- � u
_ 1
J
JJ�Jttfliif}�-,1
�
Z
J,
a_
E14
U
J
Z)
O
tY.
C.�
O
ILL.
W
OP
w Cr
d W
Q- CL
wO
CL
a-
0
Z
Z
SCALE: 1" -= 60'
DATE: 1 2/27/2004
PROJECT: 04-0131
DRAWN BY: JC/DKN
NOTE: Areas of blocking and approximate yards of concrete in the above table are based on the
following data: 2000# soil pressure and test pressure at 150 p.5•i. (blocking area subject to
change based on vaned Soil condition5 and shall be done 5o at the direction of the Engineer).
( IN FEET )
1 inch = 60 it.
SHEET 2/q,

_-
L..
RSIGN S .
11,
1.
��,)" J
� P,-
�?�,,.,.,
��---.,*'
,, /
.�-�' O
J • ,- �..
/ q 9
�-- �, P�
/ ¢
1�1.-- >ly
;,11
o11
C� N i
i 'T:
v- 33+
31.3;�,
I 1 N 0, ..101 ,!;;, 0 ADA BAY DRI
� T-1
/Nlb' PR I VA ��) ----
�
. 41 -� �� I I
1( ) ", -
t.� D .,. III
�� ti �%1% o . , ..,
50 N-) 'N
. N 000p
.., � i„ co
`�\;�� X1- 0
(A
0
D�l, �, *,% v � o
a c � �
I IV . c N M
. (: ) I "�' .� LU
.^.
o� �9 �P�e ° fi a) 0)
. 0> & 4) � a Z °:
Wd
��� J, O -� ( C U :, X z
Ik0 Ul o � ao ,�
��, �, ,or o.4 0 V I v i
,o� ,,j \ � �j � N Ne � O
Dry N�`7. kk O C• p t 0� o
-01 � °! P S L.
50 ® wM
20 U
,i W U-
tC3 -0 "' rn
�.• •
(:i oo,,� Z
• •.- ---.. /' L- U =
.. v�m ° U
•
'.'.•••••••'•'.' '. �� N (0 L
IF
. . . . . . . . . . . • •� , Z elf �-
\ 1,
MU'RADA � .
BAY 4 It �,11
1 ���// ^ Y
� ,
I .I
SCALE : HORIZONTAL = 1"= 40' �(� 1'�iV� w i \ `-,'
+� � I
- ." - . � - 4'. -
_.,
- C� ._ _
�n
" `1
e -
.,,. \i . rti , .,•
f
"
w
,I I - -, ---,-- —7 1
I ..1 ! —L ! 1 1 L, I I .
I I
I € r I , I € 1 �s
I .�`
- f— I i
I
aeq 7 ;
i,
i-
I . ---- . i i I - I I -- I k f.% I
Ks$3.i� I i I
I 3aI
3 a 1 I I 1 1 1 1 i 1 I I i I 1 1 I I I f 1 , i i i I i t t I I t t r I i 1 I i 'Y'""'� 1100. " �"--y"�'�' °; """� I I I I I 1 i t f t f i I I I i I , 1 t t I i t 1 1 i I I 1 1 I t { 1
1 I , I i I I I i i I i =i f
i { i I I 1 i I I i I I LCIW POINT 51TA 127+150 i I I 1 1 1 1 1 1 ! , I i I { i I i 1 I # I I I 1 1 1 I I 1 1 f I ! # I I I # ! I i ; i i # # I ! i 1 i I I # { i I i i 1 I I I I , I I I 1 I 1 1 I I 1 i I i i 1 ! I , ! i i I I i i i i I I 1 1 , 1
i i i i I i I I 1 I I I I 1 i I I 1 ! i 1 I 1 I i I 1 , i I # # i 1 #... I # 1 i 1 1 I I 1 1 1 i i 1 # f 1 t 1 1 I i I i ! I , 1 I I ! I I i # 1 i 1 I # ! i I 1 i I i i i I i I I i I I I 1 1 I I I i I 1 I I I I I I I I I i 1 1 i 1 I i I
1 { 1 1 I I I 1 I 1 I I 1 I i I ! 1 i I I !. f I ! i I 1 1 i I f I ! 1 I t 3 I I # I 1 i 1 I f 1 f I i 1 i 1 1 1 I i i i € I f I I 1 # I 1 1 1 1 i I i i I I I 1 I I i i ! 1 1 ! i 1 1 I I I f I ! I I i , I I i 1
1 i i i i 1 , ! 1 PVI,EIEVI 1�..�� , 1 I 1 i 1 I I i I I I 1 I 1 { t l 1 { , I i I I I 1 1 1 1 t ! I f I f I i 1 i I I I I I 1 1 I I 1 1 1 I I I I ! i I I I I I I 1 I 1 f 1 I 1 1 I i I I I I I I 1 1 i i i i 1 I t 1 i 1 , I I I i i t I 1
1 1 i I I i , 1 I 1 I ! I # i 1 ! 1 f , I I 1. 1 i i i f 1 I 1 I , # ! 1 i 1- 1 I I I I I # I I i 1 I I # # i ! ! 1 I 1 # I i i 1 # 1 I i # t { 1 t t I 1 1 1 t i 1 1 € I I 1 I I I I I I I I 1 1 1 i I # 1 I I ! # 1 , 1 , 1 I i 1 I i
1 1 I i 1 •3 I 1 1:! 1 I I 1 # i # 1 I i i 1 I I i I i I i I I 1 i I I i t # # 1 I I 1 1 i1 ! I I I 1 1 I I 1 I i I f 1 # # I I i I I I i I i I 1 i 1 i i 1 I I I I , 1 # I I 1 i i I i i i I I I i 1 i 1 1 I I I I I
II I i I I I I 1 1 I I 3 I i i t 1 1 I I I I i 1 1 ! I 1 1 I I 1 I 1 I t I 1 I 1 I 1 I I ! I , i I I 1 ! # 1 f 1 I I i t 1 1 I I I I I t 1 I ! I I I i 1 I , i i r I 1 1 i I I I I , 1 1 1 I i 1 i I i ! I I 1 I i i I I I 1 I I
t 1 I I i { I I I I i 1 i I I I 1 1 1 I 1 I I i 1 I I i I I I I I I i I I t ; I 1 i I t 1 I ! i { i # I t t I ! 1 l 1 1 I 1 I I M1I 1 i 1 t # I I ! 1 I i i ! I t 1 i i i i I I ! I ( 1 I 1 t i I I t I i 1 1 1 1 t i i I t I I 1 I
I ! I i I I I t • i i 1 1 I 1 1 i! t 1 1 1 i I I ! 1 I 1 1 i 1 1 I i 1 , i I i t i 1 1 1 I i i I t ) I I 1 1 I i 1 '! •�• 1 I I I 1 t 1 I 1 •1 f ! 1 I i i I 1 1 i I 1 I I i 1 1 I I I 1 i i 1 1 I I I I i I i i 1 { I I I I 1 I 1 1�
I , 1 1 I 1 ! i I I I 1 I ' i I 1 1 ' # I f ' f 1 I 1 I I 1 I I ' ! ! I i 1 t ' I I 1 I i I I I I I I I 1 1 i I ; I ; ; 1 401 0; ; i 1 1 ; 1 1 ; 40i cs I i i i ; i I i i i i i i ; ; I i i 1 i I I i i i i i i i i i i I i i i ; i i i i u
i , i I 1 1 1 t , i I 1 1 I I i ! ! 1 I 1 1 t 1 1 1 I 1 I I I i i f I I 1 t i ! 1 1 1 , 1 I I i I I i 1 i 1 I t t r 11
I 1 I i 1 I I I t 1 t 1 1 1 ! I I i I i 1 i I I 1 ! 1 1 I 1 i ! I ! i I I I I I I 1 I I I I 1 I t I 1 I ! 1 t 1 MI I t # 1 { 1 i I MI I f { 1 1 1 1 1 t i 1 1 I i 1 I 1 I 1 I I I ! 1 1 I i 1 I 1 I 1 i 1 I 1 I i I I I
i I 1 I { i I f { I I 1 I I i I 1 ! ! i { I ! t I 1 i I I I 1 I I I , I 1 i I I I I ! I ! 1 1 I 1 1 1 I I i , 1 1 I I I I i 1 I 1 t I I t t i I 1 t I I i i 1 I I I I i I I # i ! t i 1 1 1 ! t I I 1 1 I I # i i I 1 1 I I 1 I i
I I I 1 I I I i 1 I 1 1 I I i i 1 1 1 I I I t i I 1 i I I i I I I i I I I 1 t ; I I I I I I t ( I I t i i I i t # I I I I ! t 1 • 1 1 i I 11 1 i 1 1 1 i 1 i i i 1 i I I t i i I I I I ! I ! I I ! ! I I 1 I I i I i i f I 1 I I 1 I
i I 1 1 1 i i I i I # t I I t 1 I 9 i i i i ! i 1 1 ! i i ! i i i ! ! 1 I { I f I 1 I # I 1 i ! ! 1 , 1 { i I I 1>1 i m 1. ( i 1 ! t I I I W 1 I 1 ! I I f 1 i t i 1 i i { I 1 I i i i 1 i I I { 1 i I i { i ! 1 I i I I I I I
' I 1 I I I I I 1 i I I f 1 I 1 1 I ! 1 1 1 I 1 I I I I 1 I 1 1 1 ; 1 1 ; 1 1 I I 1 I i I I 1 1 1 1 I I ; 1 ! i ; I I I i I ! 1 ml I 1 I i I 1 I WI ; ; I 1 I I I 1 i I i I I 1 I I 1 I I I i 1 1 I I I ! I I I 1 1 1 1 I I I I 1 I 1
I f i I I i i I i I I I I i
I i 1 i I I I 1 I 1 I I 1 in 1 i I I I I 1 { I 1 I 1 1 i 1 i I I 1 1 1 i I i I I I I 1 1 t I i I I ! , F E i ! 1 I t ! ! I I 1 I # { t # ! I I ! t 1 I 1 I I I I i t I I , f I I 1 I I i I i 1 ! 1 i , I I 1 i I I ! I I i I i
1 i I I 1 I I i i ♦ i 1 1 1 I , I f # I 1 I I i 1, # I I i ! 1 1 1 1 , 1 i 1 t I I # I I I i I I 1 # 1 I l t ! 1 I I i f I I I 1 # # # 1 t i I 1 I ! 1 I ! , 1 i I 1 I 1 , 1 i ! I I ! i i I , i i t 1 1 i i 1 i ! ( i 1 I 1 I 1
i I i I t 1 I I I (� n i I I 1 I I 1 1 I ! i I I 1 i i i I 1 I 1 # 1 1 I 1 I 1 1 I 1 I 1 I I i i t 1 # i I I r # 1 f 1 I I ! # i f 1 1 ( # i # t i I t I I ! i 1 I I I 1 I 1 1 I ! i 1 I I i , i I 1 I 1 I I I I I 1 I I I 1 I f
1 I 1 I 1 I 1 I 1 I 1 t 1 I f { i I- I t I i # I 1 I 1 I I 1 1 i 1 I I I I I I 1• t I 1 1 I 1 I I 1 1 t ) I I 1 1 I , I I I t t i ! t i I 1 ! I I I 1 1 1 I i i 1 I I I i I I i I 1 i 1 1 I 1 I 1 i 1 1 I 1 I i I 1 I I 1 I
I I I I I I { 1 I 1 1 i 1 I 1 I i I t I I I l I 1 I i I I I i t i I t I i I 1 I 1 I 1 ! 1 I I i # 1 1 f I 1 I I I 1i —+ t 3 I 1 I 1 3 t I i { t I 1 1 I I I I f ! I I I 1 I I f 1 I I I i f 1 1 I f 1 I i i i 1 1 I I I I 1 1 I I I "l'r
- I
i f 1 I I i i 1 1 i i i I i i 1 ! 1 I I I 1 I 1- i 1 i 1 I 1 I t I ! I 1 1 1 i 1 1 1 ! 1 I ! I. I I 1 I 1 I I { 1 1 1 1 1 t i 1 I I 1 1 S I t 3 ! { 1 1 I i I I I 1 I I 1 1 1 I ! 1 1 1 t i t I I 1 1 I I 1 1 1 1 1 I 1 I I 1 I I 1 1
1 I I 1 I 1 i ! i � U S
'� CC I 1 , i i I i t I I 1 1 I I 1 , I I # k ! i I 1 1 I i i f 1 i S 1 i I i i I 1 1 I t I I 1 I 1 I I i t I I 1 f I I I 1 I I 1 1 1 , I I I 1 1 I I I I I I 1 1 iE4 /'1 V
I I I i I 1 I I I m 1 I 1 { i i ! i I W W I I 1 I I 1 1 1 1 ISTtA:129+ 4.$6hEa.c. 1$. {i 1 # err
1 i I i I I i I 1 1 I # , I i ! 1 I I I 1 1 I ! 1 1 # { ( i I ! i 1 ! I , 1 r 1 ! ! I ! ! 1 I I ! 1 1 # 1 1 t 1 € € 1 I i I I i i 1 I i ! i 1 1 ! ! 1 ! I ! 1 i i i 1 I t 1 I 1 I t i 1 1 I ! 1 1 I 1 i i i I
I I i 1 i 1 i i I I t i I I I i 1 I I 1 I I I i # i ! I I I I f i I I I I 1 i I 1 1 I I ; , # I 1 I 1 1 i I I I I I i , i 1 i I I I I 1 # 1 1 I i i I1 4— , 1 I I 1 I I I I I i i # t i i i I 1 I I 1. i ]' 1 ,` J
i i I i i ! 1 i I ! I ! i I I ! 1 I 1 1 ! I 1 I 1 I ; _i { ; 1 1 l i I I I I I i 1 I 1 1 I I 1 1 1 I t 1 I ! i I i ! ! i 1 I i I 1 , I I I I I , i I 1 ..�2 a l J v- J
i i I I I I i I I 1 I i I i t I I I i i 1 I I I I I 1 i ! ! i i 1 ! •.G{�• V
I I i I I I I 1 I 1 I I 1 I i I i# I ! t , 1 I # 1 I 1 t t 1 I I ! , I i ! I I I I 1 i i I 1 t ,_ 1 I i I i 1 I I I 1 1 i I I I I I I 1 I I i , i I I i I ! i 1
I I i i I I I 1 I I 1 1 I { i I I 1 , t i I ! I i i i i # i I t 1 1 I ! I i 1 i 1 I i 1 i I I 1 1 I I I I I 1 ,..,. t ,1.. i # i i 1 I t 1 { 1 I 1 1 1 i 1 I i I i i 1 I I 1 1 1 I 1 t I i { t I 1 I ! I 1 1 I I I 1 i I I I•
2 0 { i { t i 1 I # f i I # ! ! I i i ! 1 1 I 1 t 1 I I I 1 1 ! i 1 1 i I I i 1 I I 1 i 1 i I I 1 1 I I 1 1 w
I I I f ! I I i I i I I I I 1 ! I 1 1 1 1 I 1 I { i I i i 1 1 I 1 i i f i I 1 i i 1 I I I i 1 1 I 1 i i i # I # 1 t ! i F { 1 I i i 1 1 1 # ! I I 1 I I i 1 1 i I I I I I ! I I ! I 1 ! I I i I 1 1 I ! i
1 I I 1 1 I I I 1 1 i 1 1 I 1 I I I 1 I 1 I i I ! I I I I t I 1 i I i I 1 I I ! i ! I ! i I I I I I 1 i I { i I I I 1 1 i I I t f I I I 1 1 1 I I I 1 I I I 1 i I I 1 I I 1 I I
1 1 i I i I I 1 1 I I I I { I t I i I 1 i I I 1. I 1 1low I 1
I i 1 1 i I i 1 1 i I i ; ; 1 1 a. I ! # 1 I I i I I i 1 1 i I t I 1 1 1 1 1 1 1 I i 1 I 1 I i I 1 I I i i 1 1 I I I i 1 I I i f 1 i i i //"''"'�+'y
1 !. I I i I I ( ; I 1 1 I ! I € 3 I I 1 1 I I I 1 1 I ; 1 I i ! I I I I I 1 I I I 1 I I I i I I i i 1 1 I I 1 1 I i 1 I 1 W 4,./
1 I 1 I i 1 , ! I 1 i 1 I 1 I I i I 1 f i i 1 i I I ! I 1 1 , 1 1 1 I 1 1 1 1
I I I f ! I I 1 1 1 1 I I 1 , 1 i I I 1 1 ! I 1 I 1 1 I I I I I 1 1 ! i i 1 1 I I I I I ! 1 I I ! I 1 i I I I # 1 I I 1 i t t ! ! ! 1 i I
i I I i I I 1 I I ! 1 { i 1 t I 1 1 i t ! i i11-
I{ I I I 1; 1 1 1 3'IMiN; I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1; 1 i I 1 I I# t # i 1 1 1 f l t I i 1 1 1 1 i i I I I I I t I I I I I I I f V
i 1 ! 1 I I i i I ! t 1 I , , I t I ! 1 i I I I I I 1 i I I I i i ! I i -•
1 I 1 t ! I I I I 1 1 I I I 1 i i i i 1 f t I i I i I i i I I I i i I 1 i 1 ( 1 1 I 1 1 1 I I i I i i I 1 I I 1 # t 1 I 1 i I i 1 I 1 i , i 1 1 f I i 1 1 , I I i 1 i
I I 1 1
1 I i I 1 I I i ! 1 , 1 ! 1
# 1 ! 1 I , ,
1 I t # l 1 ! I
I I i 1 i i 1 1 f r 1 I 1 1 # i 1 I i f 1 1 I I ! I 1 i 1 I I f 1 ! i 1 { i i i I ! , I I I ! 1 1 I I i 1 i i i. 1 O�"
i I i I 1 I I 1 I ! I 1 i 1 I I 1 i 1 # I.. f i I i t 1 1 1 1 I t I 1 1 1 1 I I ! t t I i I i I I 1 1 I I I 1 I 1 I I I i 1 I I �,y_
1 I I 1 I i I I f I I i 1 I 1 I i I 1 I 1 ! ! I i I I f I 1 1 i i 1 i I t I I I 1 1 t 1 i 1 ! 1 ! I i 1 I I ! I I I I I I I f I I I I I I I i i 1 1 1 1 I i I I t f 1 I ! I 1 I 1 1 I I 2
1 t i I I 1 t I I I 1 I 1 MI 1 I I I i I I i I I I { 1 f t I I 1 I I ! I 1
I 1 I i t i I I I 1 I I I 1 1 • • I I 1 1 1 i I. I # i 1 1 t 1 1 I I i 1 I ! { I I 1 1 I f I 1 I i 1 1 I I I 1 I 1 1 I I ! 1 1 1 I I I I I I I I i i i i i 1 I 1 I i 1 I i I
CL
i i 1 I { ! t. 1 ; i i 1 # i # f 1 i f 1 i r i 1 1 1 I f I I I I I i i ! 1 # I I I I i I t 1 f I 1 1 i ! ! I I I , , I 1 I I 1 i 1 ( 1 t I I I i I 1 1
I I i i I 1 1 i I 1 1 ! t ! 1 i I ! 1 i # I ! I t # I I I I # # 1 I 1 I 1 1 t I I 1 I I I i 1 I I 1 I 1 1 I I I I i I i I I i I i 1 I I I I I 1 i I 1 ��
i I n/
1 1 I 1 1 I I I 1 1 I 1 I 1 1 i I i I I 1 I I 1 t I i w
I I I ! I 1 I I I ! 1 i I I 1 I 1 i ! i t 1 1 I
W
I { t i ! i i ! I i i i 1 1 I i I i t I I 1 1 I I I t ! 1 1 I { I I 1 { f 1 i I I i i 1 i { f 1 I I t 1 i I I I I i t i i t i 1 t i I I 1 i I 1 I I S I i I i ! I i I i i , i ! ! i I n `.
I I 1 I I 1 1 € I i I I 1 ! 1 1 i { { , i i f I # t 1 1 ! 1 I t 1 - I 1 I 1 ! 1 I i t i ! t 1 I I i i f 1 1 I I I 1 I I I { 1 I I i 1 I I 1 I i i 1 I I i I. 1 A/1 T" V/
I 1 1 I I i I i I 1 I t I i I i ! I I i I f i I I 1 1 1 f i 1 i I 1 _.. "`YYV .II..
i f I I I 1 I I I 1 i I t ! 1 ! 1 1 i
i I I 1 1 1 1 I i i I t 1 ! 1 I 1 I I i F I t I f I I ! I I i i 1 I I 1 1 1 t I 1 I ! i I 1 1 1 I ! ! 1 f 1 I f F t 1 i i I I I t i t i i I 1 I i I # f 1 1 I 1 1 ! I i I 1 1 1 t ! 1 I i I 1 1 i I I t i I i i i I t 1 I. i / q
T I 1 f 1 1 `•,'�,J`11, u
G ! f I I t I i I t ! 1 , i t i I I 1 { 1 I i I t t 1. t i { i i I 1 ! # I I I 1 1 t I # { I i ! i i # 1 I I I I i f 1 1 t 1 I i { 1 1 1 1 1 t { i i I I I 1 1 1 ! { { 1 I 1 I i W
I 1 I I i 1 1 1 I 1 1 I I 1 I ! ! { t ! i I i 1 I I I I I t ! 1 # I 1 I I ! I I I 1 I I I 1 I ! I I I i ! I I t 1 , 1 I 1 I I 1 I l ! I 1 I
I I I I 1 I t I ! 1 1 ! I I 1 I I 1 I I i 1 1 t I 1 1 1 t t 1 I 1 i I I i i i i t 1 ! # 1 i j
n"! 1 I 1 i I I1I ' ' 1 51G!N h I 1 1 I ' I I I I I 1 # ! { ! t 1 i ! I I i 1: 1 t 1 I I i 1 ! i , i I I # I I I i i I I I I t F i ! I t # i 1 i I I I i I I I ( I 1 I i i ! i I 1 i 1 1 1 I I 1 I 1 i I I 1 # I ! !! I, 1 1 11 1!
I IS .
i i I f I 1 1 IS18G AD A 11 1 f I i I 1 1 1 I I I I I I I I 1 1 I I I 11 1 i I I I I 1 I I I I I i I I I I I; 1 1; 1 1; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I Q Q_
I I 1 1 1 I 1 I I I 1 I 1 ! i I IA!tt:�,,
t �NpECUT `i'�/'� I 1 1 1 i I , I i 1 I I I I I 1 I I I i I 1 is I.. I i I ! ! i 1 I 1 1 I -i I i 1 1 I I i I 1 # 1 1 I 1 1 i I ! I t I i. 1 i I i I I I 1 i i 1 ! I 1 I I I I I 1 I I 1 I I 1 I i I 1 I I I I 1 1 t 1 1 1 i I 1 1 I I I , I
•- 1 1 I i ! I. 1 1 1 i 1 1 1 i ,. t I i i I ! I I I ! 1 I I { I I I t I ! t I 1 ! f I I i I I I i I I I I I t i 1 t 1 I f i t 1 I I I I 1 1 I I i I I ! t 1 f 1 1 I i I , I I ! i I i f 1 I I i I 1 I 1 I. I
I 1 i 1 1 I I 1 I 1 I 1 I I 1 1 1 I I I
1 I I I 1 1 i I ! ! I i i I i i I I I 1 1 { ! I i 1. 1 I 1 1 f 1 i I 1 { i f 1 i 1 I i I 1 i I ! I 1 I I { t 1 I I 1 f I ! i f 1 1 f i 1 I t I I i { 1 1 1 t I t # 1 1 1 f 1 1 1 I I 1 , 1 I I f I i , i i ! i { t i 1 1 I ! 1 1 1 t i 1 1 I
114-
t I I I t I 1 1 I 1 i 1 1 1 # !- i 1 1 i i 1 I I ! 1 1 1 1 1 I { 1 1 I 1 f 1 1 1 I I I # I I i i f I I I 1 f i I I # I i 1 1 t i f I 1 I ! I i I I I I t ! , I 1 i i I I 1 i 1 I # I 1 I I i 1 i i I I I { I I 1 J
1 # 1 I I I 1 I I `Ir•1�1''
N I I 1 I ! i # 1 i I 1 1 1 1 I I 1 i I 1 i i i , i t 1 I 1 1 I 1 f # t 1 i t I t I t I , # I I 1 i I I i 1 1 i I I i 1 i I 1 1 i 1 1 i I 1 I r I 1 I I 1 i I I I i I 1 i t a Q
i I , , I , i i I 1 I i I I 1 t I 1 1 I I I i f , i f I I 1 I 1 ( 1 I I I I I I f I i I I I I ! ! i I t 1 I 1 i 1 I i I t I. ! v
e•�1 1 i I 1 i i ! I I 1 I I 1 I I I 1 I 1 i I i i I 1 I 1 I I 1 1 I i I 1 { f I 1 1 1 1 1 I I i 1 I i 1 I 1 1 f I I i f i 1 I # i I 1 t i i I #
f 1 1 ! I 1 I 1 1 1 I i I i t 1 I i I ! 1 i ! i i I I i i i i f i t 1 I 1. 1 1 I { f 1 i i , i 1 1 } t t , i [ I i i I I I I I ! 1 1 1 f t 1 1 I f 1 i i f ! t t I { 1 I I 1 t 1 I ! { 1 i i I i 1 I i I I ! i i I t 1 I I i i I i I ,. !
�{ a �.. i I i, 1 1 I t 1 I t i i t 1 I ! i ! 1 I 1 I i 1 I I I I , I I # t i t 1 1 4 i 1 1! t 1 1 ! I , 1 ! t ! I ! i i i ! 1 i 1 1 I , I i I I I I i I I 1 i 1 i ! I I I ! , I i H -
I I 1 I i I 1 1 1 1 I 1 I I 1 i I 1 i 1 1 I I ! i i ! € # I.. I i i I 1 i t , 1 I I I I i I I I I I I 1 t 1 I I. I I I I I I i I I I , I I 1 ! , I 1 I ! 1 I I , I. I
1 ! 1 I 1 ! i i i ! 1 i i 1 1 1 1 I I 1 I , ! 1 1 I I 1 1 I I { 1 I I , 1 i i 1 I I 1 I I { # t i t. 1 I +-
i I i I 1 1 I I I i t I I i I I I I I 1 I I I F I' 1 i 1 1 t t i I 1 1 1 i i� 1 I ! I i ! I t f 1 1 1 I I t 1 1 # 1 I ! 1 i 1 € t I i 1 I ( i I I I I t 1 t i ! I 1 I I i 1 I I t i t I I i I i t I i I 1 I # I I i 1 1 1 I I I { I. 1 �1
I I I 1 I 1 1 I • i I i I
1 i I 1 1 1 i I 1 I I 1 1 I i.. I I 1 1 I 1 1 i { I i € i 1 I ! 1 I I t ! I I f ! I 1 1 I 1 I 1 I I t I f I 1 1 1 i 1 i I I i I 1 i 1 I I 1 1 1 I 1 1 i 1 ! ! I I { I I I i I t i ..�
i I 1 i I i I 1 I 1 1 1 ! 1 I I I 1 i I 1 I{ 1 1 ! 1 11 1 i I 1 1 i # /- { I i ! I I 1 1 1 1 I I{ I ! I l 1 1 ! t I I 1. 1 1 1 f 1 ! I { 1 1 I 1 I I I I 1 1 i I I I I 1 1 I I I I I 1 I ! I 1 1 1 I I 1 I 1 I i
1 I I i 1 1 I 1 i i I i i I I I 1 ! i i I 1 I ! I 1 f 1 I I 1 I 1 1 ( t i # t ! t I I 1 I I i I I t 1 1 t 1 I t I i ! I t 1 1 i 1 I 1 1 t 1 I i ! I 1 1 I I I 1 { { 1 I 1 I. I
Q i I I I 1 1 I i 1 1 1 I I I I 1 I i I i 1 t 1 I I I 1 1 1 i. I i 1 I I I I , 1 i I # ! I I. I 1 1 i + �4
1 1 1 1 I 1 1 1 1 I 1 i i 1 1 t I ! 1 1 i i I I I I i I I i t i 1 1 i 1 i i 1 1 1 I f I 1 I I 1 I 1 i t I I # 1 1 i i 1 I I { I 1 ! 1 1 { 1 1 I I I 1 i i 1 I I I I I I 1 I I i I I i 1 i I 1 I 1 1 I I i I 1. I
I ! I I 1 1 I 1 1 I I i i I I I 1 I I t f i i i i 1 1 r I 1 i I 1 I 1 1 1 1. 1 i 1 1 I I 1 i 1 1 I I i 1 1 I f t i 1 i I I 1 1 # I 1 1 i t t I I I I i t t I i ! i I 1 I I i I i I i I 1 1 1 1 1 1 1 I I I I i I , I I I i 1 I I 1 I 1 1 I
i r 1 ! 1 I i i I i 1 1 I I 1 1 I , i ! ! I I i f 1 i ; i I i I { f 1 I S i I 1 1 I I I I f I , I t I , i I ! I t i t t 1 i 1 i 1 i 1 f 1 I 1 # i i I I i I 1 I I I 1 I I I ! I 1 i ! I , , t i i I i 1 I 1 ! 1 1 1 i O
0iI i i I I I
\ i i ! , i I , I I 1 1 i i I 1 t I I # ! 1 1. I 1 1 1 f I i I I # I 1 I I I ! 1 I 1 i 1 i # I I i t I 1 t i I I 1 I 1 # 1 # # 1 I I 1 ) I I 1 i t I , i i i 1 i 1 I i 1 I 1 1 i i ! 1 I 1 i t , i t i 1 i 1 i i I f i i i 1
I 1 I 1 , 1 1 I I 1 I I I I i I 1 I 1 I ! i 1 1 1 t I 1 1 1 I i 1 I I 1 I 1 1 I I i # I i I I I 1 I 1 i t 1 I I 1 i 1 , { 1 I t 1 f 1 1 I I I I I I I t I I I 1 I 1 i 1 i I i I 1 ! I 1 i I t 1 I 1 I 1 i i I ! I ! 1 I I I I 1 I i
1 I I I 1 I I 1 I I 1 , I 1 I 1 I I 1 1 I I I f i I , I i i t ! 11_ I I I t 1 1 1 i { I I I ! I 1 I 1 I I I ! 1 ! I 1 { 1 I 1 i I 1 1 I t t I i I ! I ! I ! I i I i I I ! I i I i f I 1 1 I 1 i 1 f I I I I I 1 1 1 1 1 I I I i I 1 I i
N 1 I I 1 I 1 i 1 1 1 1 1 1 1 ! 1 1 1 1 I 1 1 I I 1 1 I 1 1 i I I 1 i I 1 1 I I 1 t 1 1 I i 1 I I I 1 I I I i i 1 i 1 I i i i 1 I 1 I 1 i f I 1 i r t I I 1 i I I t i 1 I # I I 1 1 1 1 1 I I 1 f I
I 1 I I 1 1 I 1 i I 1 1 i I 1 I 1 I I 1 ! I t I f I 1 I 1 1 1 ! 1 1 1. 1 I 1 1 i I I t { 1 I i i 1 1 I I ! f i I ! { ! 1 1 i i 1 # I t I i ! I 1 ! i I i t ! # 1 ! I i ! 1 i i 1 1 1 f 1 ! i 1 I 1 i 1 1 I I I I 1 I I 1 I 1 i I 1 I 1 i t
\ i ' i I I I I I I 1 I I I , I I i 1 1 1 i ! 1 t 1 I i ! i t 1 , I I i I I t 1 i i i ! I I I { 1 i 1 1 i t I ! # I I I 1 I 1 1 t Y I. 1 1 t I t 1 ! , I f i t 1 I I ! I 1 1 1 i I i t i f , f i I i I 1 f I ! I 1 I I f ! i 1 I I I ! i t 1. I
n 1 1
"� I I 1 i I 1 I 1 1 I I I I I ! i { 1 1 I I I I I 1 1 I 1 i i I I E I 1 1 1 I 1 t 1 1 1 1 { i I 1 t ! 1 1 ! f f 1 1 i 1 I 1 # I 1 I i t { ! I I i I f 1 i ! 1 I I I I 1 1 1 { ! ! I I I ! i ! i I ! I I I I I ! I I I I 1 I I I i I I
r-1 ; i i i , t 1 i I t i ! , I i 1 i i ! 1 1 i i i t 1 I I I I i i I I I 1 I, ; 1 it 1 ; 1 1 ; ; 1 1 ; 1 1 1 1 ; ; 1 i I I 1 i I ; i ; I ; ; i 1 I I ; ; i i I I ; i i I ; i 11 i ; I i ; ; 1 1 1 I i 1 I ; i i i I i I 1 i i i i
! ! I I 1 1 1 I 1 i I I I I i 1 I I I t I I I I I I i i 1 I I ! i
1 i I I I ! I I 1 1 1 ! ! i i 1 ! i 1 i I 1 I ! 1 I ! I I i 1 1 I I i i , i i f I i I i ! i t 1 1 # ! i I i I 1 i I 1 I 1 1 ! i ! i 1 I 1 i i i I 1 , I i i ! t 1 1 ! I ! 1 I I I I 1 1 1 I 1 ! I I I i I i I I 1 I I 1 I I
1 I I I I I 1 I i i 1 1 1 I I 1 1 1 1 i 1 1 I ! I i 1 1 I i 1 I 1 1 I I I I 1 1 I I 1 I I I i i I 1 1 I i I I I 1 t 1 ; I. 1 1 1 1 t I 1 i 1 i 1 I 1 I 1 1 1 ; I I I i I I I 1 I i i I 1 I I i I I i 1 1 i I I 1 1 1 1 i 1 1 i I I I I I I 1
i I 1
1 1 I 1 I 1 i 1 1 1 I i
1 1 1 i i I I 1 I i I I i 1 1 ! I 1 I I I i 1 1 I I t I 1 ! I I I I 1 i i 1 f I 1 I 1 I 1 t 1 I -t I I I i- i I ! i # I i i 1 t ! I i i I I t I t E 1 i I I i 1 I t 1 1 I 1 1 1 1 i I 1 I I i I I i i I 1 I I 1 I I i I I I i
1 1 1 i I I i 1 I , { I I I t ! 1 i I I 1 i ! I f ! t i t I ! 1 1 I I I 1 , I I t I I 1 I f I 1 1 1 I 1 , f I I 1 t I 1 I I I 1 I I i I I I 1 i 1 t t ! i I i I I 1 I I i 1 I 1 I I 1 I I I 1 I I 1 I I I i ! i I I 1 I I 1 I i I I
3 I I i i I I I i 1 1 1 i I I t t 1 i 1 1 I I i i i I I I 1 1 1 1 1 i i 1 I I I 1 1 I 1 I I
1 i 1 1 t I I ! 1 1 I I I I I I 1 t I I i i i 1 I 1 1 I I i. I ! I I 1 1 ! I 1 1 1 I I I 1 1 1 i 1 I I ! t i I 1 I , I 1 y _.
! I !( ! t ! l i 1 1 t I I t 1 t I I I I ! t I { I i i ( i.. I i ! ! , l I 1 ; I i I i , I I i I I 1 I I I i i i 1 1 1 I I I I I I I I I I I I I I i , f I I I i I I I I 1 i I
I 1 I I i I i I I 1 I I I 1 i I i 1 I 1 1 1 I 1 ; I I I I 1 I I E I 1 1 I 1 I i 1 I ! ! f I I i 1 I i I f i 1 I # 1 1 I i I I t , I 1 i t I i 1 # 1 1 I I ! ! 1 ! t 1 I I I i ! i I f 1 I I I 1 I i 1 I i 1 , I 1 i t i 1 i I I 1 1 1 t i
'^ 1 I t I 1 I I { i I 1 I 1 I 1 I i ! I 1 i I 1 t # 1 i I { 1 I !. f I 1 1 f I f i i ! { I t 1 1 I 1 ! 1 i 1 I i 1 1 E V I ! ( i i 1 1 f i I I I 1 t ! ! ! 1 I 1 f 1 1 i 1 i 1 i I 1 I 1 1 ! ! 1 t I 1 3 I i i ! I 1 , I I ! i i ! E I
LAi I I 1 I I i I 1 1
/w� I i ! 1 1 I I i ! 1 1 1 1 I i i i 1 I 1. i 1 1 I 1 1 1 1 1 1 I 1 I i ! 1 t I f 1 E 1 1 1 i I I i 1 1 1 I 1 1 1 t I I 1 i i I i { 1 ! # I 1 I I I 1 1 1 I 1 I I I 1 ! I I 1 1 ! I I 1 i I I ! I i I i I I 1 1 1 1 1
'" I 1 I , I I i 1 I { I 1 I# 1 1 1 I I i I E i I 1 { I 1 1 i I t I 1 1 t I t t i 1 1 I i ! I ! i 1 i I t 1 I i I I I I i
w� i I i I 1 1 I t , I 1 i I I I i I I i F t i 1 I I i t 1 I ! I i I 1 I I # I I 1 1 1 t { 1 1 I I i i 1 f ! I 1 1 i I # i f I I i i I I i I I I f i t ! ! I ! I { 1 i - t i i i I I I I 1 I I 1 1 I I ! i 1 I 1 i , 1 I I I I I I I I ,
[� a { { ! I i 1 I { I t I 1 I 1 I I 1 I 1 1 E 1 I 1 I i I 1 1 t t t f I I I t 1 1 1 I i { ! I 1 1 I I I I 1 1 s I ! # i i i 3 I 11
"+'� i I I 1 I I 1 1 1 I I I I 1 1 1 I i 1 t I 1 t I t I 1 1 I { t I I 1 I t 1 I I 1 I 1 1 1 E 1 -1 I 1 1 i € I I ! € I I 1 1 ! i I 1 I I 1 1 i 1 1 1 1 ! 1 I 1 { I I i i ! 1 I i I I i f i I 1 I 1 1 1 I 1 1 1 I
! I I I 1 I I 1 I I 1 I 1 1 I I i I 1 1 i { ! I ! 1 t i I 1 ! 1 1 1 I t i 1 i 1 ! t t ! l I t I 1 1 I i i { { 1 # t 1 t I 1 I I 1 1 i 1 1 i i i i 1 I I i # t ! E I i t t 1 1 I 1 1 1 1 1 1 { I I I 1 1 I 1 1 1 I I 1 1 I 1 I 1 1 1 1 1 1 1
! I I 1 I i t I ! i I 1 i I 1 I 1 I I t t t 1 ! i , f i i i 11 ! I ! ! t I I i I 1 I I i t I 1 I t I I { 1 I I I 1 I I t I I ! i I I I i f 1 1 1 1 f I i 1 I I I 1 I 1 I 1 { I 1 1 1 I 1 I i 1 1 f ! I i
(o I I I i 1 I I i I 1 I i I 1 I t - € '
L f I i ! 1 t t { I i 1 1 ! i I i i t I i 1 1 1 I I i - i I ! 1 i I I ! 1 1 i I 1 1 I 1 1 a 1 1 1,. I 1 I I # I i ! ! I 1 I 1 I I I I ! ! ! i I i i 1 i I i 1 t I I i i I 1 I i i 1 I I I i I I I 1 1 i I i 1 1 I I 1 I
I I 1 I I I I 1 I I 1 1 I 1 t 1 1 1 , i { 1 ! t I I i ! I { ! ! { ! 1 i I I i i i 1 I 1 I t 1 I I I I 1 1 I I I 1 1 , 1 1 I 1 i I I I I 1 I 1
a, 1 i 1 1 1 { I I I 1 I I I 1 1 I 1 I 1 1 1 { f 1 i i I t I 1. i i i i t 1 f 1 I i I ! t t 1 I I I ! I i { I i I i I I I t I f i I I S f ! f I i I 1 t ! I i f ! i i I 1 1 1 1 i 1 I 1 1 i I
I 1 1 1 1 I I 1 1 1 1 i 1 1 I I 1 I 1 I i i { t f ! I I 1 i I 1 I I I i , i 1 I I ! t 1 1 I t ! 1 I 1 I I 1 I i i I t f 1 i { ! 1 I : a i i • i 1 t i ! ! 1 1 I i ! 1
/ I I I I 1 I I I , t 1 f I 1 1 I ! I i f 1. I 1 I i t 1 1 I 1 1 t I t I i ! 1 I I 1 1 f i 1 # t 1 1.. I ` ! ; I 1 1 1 I 1 1 f t I t i I I 1 I 1 1 t 1 I I I I I I I I I I 1 I I I I , I I I 1 I I I I I I I I I
I i I I i 1 I 1 I ( 1 I t 1 I. t I i 1 i , i i 1 1 ! i I 1 S I I 1 1 1 I 1 1 I 1 i 1 I I I i I I t I 1 i I 1 i I I i I I
�`_-,t�, 1 I I I I 1 I 1 1 1 I ! 1 i i 1 1 I I 1 1 1 I i 1 I i 1... 1 1 I I i I 1 I I I 1 1 1 I i I 1 i I i i i I i # I ; I I € ; 1 I ! i 3 f. I I 1 ? 1 1 1 ! I f 4 t I i I I ! I 1 I i i 1 1 ! 1 I 1 ! ! ! 1 i I I i 1 ! , i I ! 1 ! 1 i i I i I I 1
�'" I i I 1 I I I I I I # i -
3 I I I I I I I 1 I I I I I 1 1 # 1 i I f i I i 1 # 1 i 1 € t i f € 1 I I 1 I I i 1 t I I I 1 I I 1 I i t I 1 I 1 i t I I 1 I I I I I i I i I t 1 1 I 1 I 1 I i I I I I I I I I i „
i 1 1 I I 1 I I 1 I I I 1 1 t ! 1 t i I 1 ! I i 1 I f l I # t i I i I I ! 1 # I 1 { I I t I I I ; 1 1 I 1 i 1 1 t ! # 1 i i t I f i 1 1 1 1 i 1 i 1 1 1 I i I i , 1 i I ! I 1 1 I 1 I ! t 1 I I #
I. 1 I ! I I i , 1 1 i i i I i 1 1 1 1 1 I # I { i , 1 i I i 1 i t # 1 1 I 1 I i I 1 1 i 1 I i I I f t 1 1 i t 1 1 t I t ! t I i # 1 1 I. 1 I i 1 ! I 1 I I I i ! i i 1 I i i i I 1 1 ! I 1 I 1 i i f I 1 ! S C ACE . 1 �-"' 40
�I I I I 1 I I I I i 1 I I i I 1 i 1 1 I I I ! f I I 1 1 i `
/ i E I I ! ! i i t ! f 1 I I 1! i ! 1 i ! 1 1 I I I I i 1 i # I i 1 1 I I I ! , I 1 I ! I I 1 t i I
I I ! 1 i I I I 1 I I I 1 I 1 I I 1 I 1 1 1 , 1 1 ! 1 I i I { 1 I t ! t i i 1 , 1 1 t 1 I I t i 1 1 I i 1 1 1 ! 1 t 1 I 1 1 1 , 1 1 i
�'� I I 1 I I I I 1 I 1 I 1 1 1 i I I I 1 i I 1 I I I I I ! I t i i I t { 1 I I ! I I i I I 1 I i ! i I f 1 I i I I i t 1 I # i t 2 I i I 1 1 1 i. I I 1 I 1 1 1 1 ; 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 i 1 I I 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 I 1
1-4 1 i I t i ! i I I 1 I 1 1 I I i i I 1 i I I i I 1 1 1 I I ! t I I i 1 I t ! I 1 1 # I t I i I I t ( I I ! # f i I I I f t i 1 I ! I I 1
# I i i P i i 1 I I I 1 t I i I 1 I 1 I i 1 t , i 1 I t 1 i I ! I ! 1 f t I i I j. I ; I 1 ' I i ! I i I I # I 1 I 1 i ! , 1 1 i 1 I I 1 1 1 ! ! { 1 I , 1 i 1 ! 1 1 I I I I t t i i I I ! !
�'� ! i i 1 1 ! I i 1 I 1 I I I i I 1 I I i ! 1 I I I f I I- 1 1 I 1 1 i I I 1 t 1 I I 1 I i i I i ! i t i t I 1 t I I I 1 1 i 1 s t t I t i 1 1 I t I I t I , i I I I I 1 I I 1 1 i I 1 I 1 i 1 i I 1 I f I 1 f 1 I I I 1 1 1 ! 1
1 f I I I I 1 i I I i r I 1 I 1 I i 1 I I I I I 1 I I I ! 1 f i I I I I t 1 I I i t 1 I I I 1 i I I 1 # 1 i i ! 1 f f I 1 f I i t # f I i I i i f f 1 1 I 1 I 1 1 i i 1 I I 1 ! 1 I I I t I I i , I I I ! I I 1 I
1 I I I I I 1 f 1 1 I 1 I i I I 1 1 1. { ! i I 1 i t I I I I '
/� 1 I I I { 1 I ! i I 1 I ! I f { 1 I i I i 1 I I 1 1 i 1 ! i i # # 1 f I t # I 1 1 i 1 1 { 1 I k 1 I I 1 1 , t , 1 ! t 1 f I I { ! # I I i I 1 I 1 I I 1 1 t i f ! ! 1 t 1 t I I I I I I i I i 1 i i i I I I I 1 I 1
I t i I ! I i I 1 i I
i t I i i I 1 I 1 i # f i# I I 1 1 1 I 1 1 1 1 1 1 I; 1 I I 1 I 1 1 1 1 1 1; 1 1 1 I I I I 1 1 1 1 1 1 I I I I 1 ; 1 1 1 I 1 I I I; I I I I I I 1 1 1 1 1 1 1; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1; 1 1 1 1 1 1 1 1 PROJECT: 04— 0131
d I 1 i I f t I 1 I i i i 1 1 1 -
1 1 I I i 1 I I i i 1 I 1
�My� i 1 I
F-+•I I I 1 I I I i I I I I I I 1 i 1 i ! I 1 1 i ! # E I I i f ! i I ! I ! I I I i i { I I ! ( 1 i I f I 1 ; 1 1 f I , 1 i i I I I i 1 I ! I f i I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1
{ ! I I I t I I I i I I I I I 1 I I 1 1 I 1 i I t I ! i I i. 1 t I I I I I. I 1 i 1 t ! t I I I 1 I 1 I 1, I I I I I I I I I I I I I I I 1 I i f 1 I t I I , I I 1 t 1 I I f I I I I I I 1 ! I I I 1 I 1 I I I i I 1 I I 1 i 1 1 1
1 1 1 1 I ! 1 I I 1 F I 1 1 1 I I 1 I I I 1. i i I I t 1 t I 1 f f i I ! 1 I I I I I I I # # { i i I I I 1 { ! I 1 1 1 1 i 1 t i F i i 1 1 I ! t t 1 ! i i I i I i i I I i I I i I i i 1 i i 1 i i I I i 1 1 I
I i I 1 i 1 1 1 I 1 I i 1 - ' £ ( �
i I I 1 1 I I I I I I I i I I I t I i , I t I I I I ! I i i i t # I 1 i i 1 , t t I # t ! i.. 1 I , I i I f i I I 1 1 i f i t i ! , I i i 1 i ! I 1 i I ! i i 1 ! I 1 , I 1 I f I 1 1 I 1 i I I I 1 I 1 �t 1 DRAWN BY: J V /D K N
I i i I 1 t 1 i I 1 i 1 I ! 1 i 1 t `= I I i 1 1 I t i ! t I 1 I I I I I ! 1 t I I I I I ! I t 1 I I I I 1 1 i i I 1 1 1 I I 1 1 1 1 I
• d i I ! I 1 I I I ! i I I I 1 i 1 , I I I 1 ! 1 1 1 1 I { I i i I f I ! t I 1 i I I I t I 1 i 1 I 1 I I i t f I I t I ! I t
`� t 1 ! 1 I I 1 I i I 1 I 1 I { I I I 1 i I I # 1 I 1 I 1 1 i # i i I 1 , t I 1 I t { t I 1 i € { i I 1 ! i I t I t t I I i I I 1 3 I { 1 1 ! 1 I 1 1 I 1 ! 1 i i 1 1 1 1 1 1 I 1 I ! f I 1 1 1 I i I i I I I I I 1 I I 1 I 1 I I I i I I 1
i
t I I ! I I 7 I # I ! I 1 t I i. 1 i I i f i i I # 1 1 1 I I I I I. I F t 1 i I 1 1 I ] 1 ; 1 i I ! i ! I i i # 1 i 1 1 i 1 i I i i ! 1 I t ! I 1 1 1 I t f 1 1 ! I 1 I 1 1 1 1 I ! I I i , i i
I I I I I 1 1 1 I 1 I I I I i i 1 i 1 I I i i 1 ! i {- t i ! I I.. 1 I E 1 1 i i # t , I I 1 ! ! 1 I I t € I t i # I 2 1 1 I I i t { t { 1 I E I I I f 1 1 I i I ! i 1 I 1 1 1 1 I I I I I I i 1 1 I 1 I I 1 I I I 1
I 1 I I 1 i 1 1 1 I I I 1 t { 1 1 # i 1 t i 1 ! F ! ! 1 I ! ! I ! 1 ! 1 1 I I , i 1 i 1 1 1 i 1 1 I I i I I I 1 t I I ! f i I 1 1
1 1 i i i 1 1 f 1 i f t i I 1 I i I I ! i 1 i # I I I 1 I t i i t i t ! I I I 1 I I I I I I I t t i 1 I t 1 i I I I 1 I t 1 3
SHEET
0 3 34 35+00 36 37 3/4
7
1
No
; I
Z--�
� 27 28 29 30+00 31 32
i
o: --- --- ----- --- -- � - - �
,
= u3• ��� e ._

114-
CD
C)
oj
N.,
r11_
od
"I
0j
1­4
m
-
� -
-
REVISIONS
�
I
-
-
-
-.�
­ .
-
i-_-
(I,1II i,- 1III1
9
m 5 0
S,qc V. 12 ZFLU E 8' WDTH
,k
I1i1 ii11 i iII iI1 ii
II1iiiI11III! I Iii Iii—1 ii II ii1
i11I.i ii1 1II ii!i i1 1ii I1 Ii1 iI I1 Ii 1 I1Ii11iiiI IiIIi111 IIii IIiii Ii ii11i ii 1Ii iIi 1 i I I1Ii1�11II II!i Ii11i1
-11 1IIit11i1III1I1IiIItiII.IiiIi 11 Iii I1i Iii i 1.,I�-II1iii Iiii1ii iiiii ii ii ii 11ii ii1
�=1I;-Ii1ii11II1iIi1i1iIi1i ii 1I
�z= O1iii!I1ii11iIIiII1Iii1i1 ii—Iii11 i !i II'i! 16 II1i1iii1ii1iIIi I1Iii 1!i1 i11_ I i1i Ii I ii! - AIIIIi1iiiIi1I11iiiiI,IiI!Iii1
Ii1iii!IIIiIi!1i1i1
II�iiiiIiiI11i1
IIIIi1iiiiiiii=IiILiii iiI iiii
iIiiE1iIiiiI1iiI1I, I1ii iiiI1
__VI ­__-_y_111#IIII,IiI1IItiIi_I1II,iI,1I.tT I
_g-- ----2-- -#_-LIIii1IiI11I1IIIIIiI,IIIIII I—
II1T
— _-g- ___-__11-0_-__0-Li,Ir_1ILIII1IIII,IfI1I1IIIIIII1IT,
I
—
--_-_.
...-+_..4.+(IIiiIi111;IIIIi�1IIIIiIiIIIiIIIIiI
.-_-_-__­-, +--yI IIIII,aiil1III.I,I1i111I.1I,I1i.I1IIIIII)1
—
c_3IA. I-4Tl III1iI1II11IIiIIII1iiII1II;II
1
.
4a7 F
�"' 0
t I k
oA H.C. o Q yP/WPRIVA T1_\
—,rI--_---_-
-- , --nA_.= -_-4TIIIi1I1i1iIIiL�Ii11iI1iiIiIIII
1_-
"I �(T<ii11Ii1iIii1iiIIi1i111IIIIIIiI
, -_
,-_'I1/iiII1Iiii1irVii111iiIIItI1III
t
F
_I kI.......... IiIIi1I1i1fiII!I11ii1IIiiIIiI1III
_,�—!111111111111111111111 o -T_ + 1IiIIi11IiIiI1i111IiiiLIiI11rII;1I1
.
H.C. H.C. RAMP *tI 0
RAMP H.C. RAMP �,� c? BUOY CT, 'iII;111Ii11j1I0
3 H.C. IIRAM a 2 97.83 o
%�, RAMP S.^IiIiiiIi11;I!iI,I1'I11I!I
1
I
rL'1I1I,I1I1I1I1
%t
v ---- _-
IT1IIIi11I!i11i!11,iIi;I1III1,I[IiI
-
------l+-
1--I�I1iiII1i11i11i1IiII1IIiII1I11IIiIiIi
n,--7-
--
.-
I5
II5II
)
3 1
-_-._--
Iu—z< - 11-U,LQZj_17
coL44, �
1 2. , o k,
-,
/1
a
�
w(
.,1F00o�
_i,nIz_q.eI-.-u0Enr..cwoW0"><3I
1
-
j
:
-:
0Nw
50 INGRE _� 4 , o0
0 0 0 0 & TILITy �� r__m .0i60S A: 26 ca 40wC0cpcL0<T
'
."1n
STA: aIu
010Uj0
(A a) — Q.i %%-­
�)
)4jx0L0Ca
),I,%
ocf�
1L
L,
(A
v Ysou BEEEZE CTo+ s= E o"
I ORTH B"vE7E CT* C. I Ztic 1
19.4+RAMP L1-<-0 CD u w M L
H.0 PIWRI VA TE 4 , 6 3=
R P 50RIWPRI VATE
+19.2 00 D x"E .0 m0
q4 4', ro 050 I
o L_
�@ (39
doom uI
rn z
j N u 0
4r _ u Q
1 I.. �+. -—
o
:,-
-1
,
�-
-L((C0cc(L-j1D<D_-
_)1L
Z�
)
URT O,,%'1­?,o,,EBREEZ
SCALE HORIZONTAL = 1"= 401 SCALE : HORIZONTAL = 1"= 40' I",\\o, , ...... , ,,
VERTICAL = V= 4' VERTICAL = 1"= 4' 61 .* .
1 i
1 1 I I I
A � ; ;
5 7 -i �
'�
I � .
I � I �
a
I I i T"i __ ,
30 I — 30
1 I I I I I I i i '1 1 1 1i i i I ' " I I I 1 I I I I 1I I I I I I I I I I i I I I I I 1 I I I i , 111 1 , I I I 1 I I I I I I 1 " 1 I I I I I I I I 1I I I I I I I I I I I I 1 I I I I I i 1 1 1 I I I I I I 1I 1 1 I I I I
I I I I I I I 1 1, I I I I I I I I I t I I f I I I I I I I I 1 I I i I I I 1 I I I I I I I I I
1 1 I I I ; i I I 1i i I I I I I I I 1, I I I 1 I 1 1 1 1 1 I I I i 1 1 1 i1 1 1 1 I 1 1 1 1 I I I I1 I I 1 , 1 I I I 1 I I I 1 " 1 1 I 1 1 I I I 1 " 1 1 1 I 1 1 1 I 1 I I I I I 1 1 1 1 1 I I 1I I I
1 1 I I 1 1 I I I I I I I I I 1I 11 I I , 1 1 I I I I I I t I I I I I I I I I , I I I I , t I I i I I I 1I I I I I I I I I I I I I I I I I I I I I I I I i I I I1 1 1 1 I I I I 1 I
i I I I I I I I I 1 I I I I I I I 1 i 1 I .I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 I 1 1 1 1 1 I I I I I I i I I I I I I t I I 1 1 i i 1 1 I I I i 1 I I I I I I I I 1I I I I I I I I I I I I I I I I I 1
I I I I I I I I II I I I 1 I I i i 1I I I I I I I I " I I I I I I I 1 1 11 I I i I I i i i I I I I
I 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I i I , , I I I I I I I I I I " I 1 1 1 1 I I 1 I I I I I I I I I I I I I " I 1 I I I I I I I I I I I I I I
II 1 i 1 1 1 �I 1i I I I I i I I t , 1 1 1 I I I I I I I i i f I i i I 1I I 1 I I I I I I I I I I 1 , I I I 1 I i ; i I
1 , I I I I I I I I I I 1 1 11 1 i I I I I I I I I I I I I I I I I I I 1 i I I I i 1i 1I I i i i I I I I II I I I I I I I I I 1 I I i i i I I I I I I I I I I I
i ; i I I i I I I 1 i I 1 1 I I 1 1 '1 1 1 1 1 1 1 1 1 . I . ,1 1 I I ; i i i 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I i I i I I I I II I I 1 I I I I I I i I I I I I ; i I I i I 1I I I i 1 1 1 1 1 1-4
1 1 I I 1 1 l1 1 I 1 1 " 1 1 i i i I I I I I1I I I I I I I i i I I I I i i I I I i I I I I I I I 1 I I I I 1f I t 1i II I I 11 1 i I I I I I I I I I I I I t 1 I I I I I 11 I I II I I I I I I I I I I I i i I I I t I I I I 1 I I I I 1 I I i
1 II I I I I I I .1 -4--- I
I I I I i I I I I i I i I i I I I I I I I I 1 I I I , 1 1 1 I I I I I I I 1 I I I I I I I , I I I I I I I I I I I I I I I 1 1 1 11 i t I ' ' ' I I 1I I I I I I I I I I II I , I I IFIV' 1I I 1 1 I I 1 1 1 I I 1 1 1 1 I I
I I i I I f I I I I I I I I I I I I I I 11 1 1 1 I I 11 1 I I I I I I I I 1I I I I I I I I I I 1 1II I 1 ,
I i I I I ! I I I I 1 1 1 i I I I i I I I I I I I
I1 I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I , 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I I 1 1 1 I 1 I 1I /; i I I ; I ,i Ii I I I I I I I I I I I I t i i I
1 I I I i i I i I I I I I I I I I I I I I 1 I I I 1 1 1 1 1 1 11 1 I I I I I I I I I i I i I I I I I I I t I i I i t 1I I I I I I I I I I I I I I I I I I I I f I I I I I I I+' I 1 i-Ai
I 1 1 i I I I I I I I I I I I I 1 1 I I I I I I 1 1 1 I I i i I I I I 1 I I I I I I I I 1 1 I I I I I I I I I I t I I I I I I I I I 1I I i I 1I 1I i I I I I I I I I I i 1 I I I I I I I . I I I I I I I II I I I I • -I I I I
I 1 I i I I I i I I I i i I I 1 1 I1 1 1 I I I 1 i 1I I I I Ir 1
I I I 1 1 1 1 I I I I I I I I i, I i I I I I I I I I I I I I 1 1 1 1 1 1 i i i 1 1 1 1 1 1 1 1 1 1 " I I I I I I , , I I I , 1 1 1 1 1 1 1 1 I I I I I I , I I I I I I I I 11 1 1 1 1 1 1 1 1 , I I i I 1 I I I W"'1I I I I I' I I I I I II 1 1 1 1 1 1 1 I I I 1 1 1 1 1 I 11 I 1 1 1 1 1 1 1 1 1 I 1 1 I I I I 1I 1 , i I i I�I I 1 1I I i II I ; i 1I I I I 1I I 1/I I I I I I I I I 1 i I I i I I 1 i" i I I 1i I I I i ,D
I I I I I i I I I I , I I I i i , I I I I I I I I I . I I 1 I I I I I i . I I I I I I I I i 1I I -
1 1 I i 1 I I I f I I I f I I I I 1 I I 1 1 1
I I I I I I _I I I 1 1 I I t I I I 1 1, I I , I I I I I !1 , I I I% . 11i i 1
I i I I I I K I; I I I I 1 ) I i 1 I I i I I I i i 1 I I 1 I I I I I I ; i i 1I I I 1 I I I I I I I I I I 1 4I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I /I 1I I i I I I i _j
1 1 i i i I I I I TA: +57.�3E1�\7.981I I i I I I I I I I I I I I I I I I I i I i 1 i I I I 1 I I 1 , I . I I i I 1 I I I I I I I I I I I I I I I I I I I I I 4 1 I I I I I I I I I I I I I I I 1 I 20 L{_20 1 I I I I I I I I I I i I I I I , 1 t 1 I I I I I I I 1 I I I I I i 1 i I I 1 1 i i ; I I I 11 1I I i i I I i I I; ; I I I I i i I I I I I I i 1I I 1 I I I I I I I I I I I 1 1I 11i I 1 I I w
I I I I I i I 1II I I I I I I I t 1 1 I I I I I 1I I I I I I I I I I I I I I I I I I I I I I I I I I I I I X fti i I i - I I I I i i I 1i I i I I 1 I I I I I , I I I ; I , . . . , (a 01R 1 I I I I I I I I t I , 1 1 1 1 1 i 1 I I I i I I I I I I I I0V1 1 1 i i i 1 1 i I I I I I i I i 1 1 1 1I i t I I i _EM I I i I 11 I I I 1 I I I I i i I I I I I I I 1 II I I I I I I I I I , 11I I 0R I I 1 I I I I 1 1 1 1 1 1 I I I I I I I 1 1 1 I I I I I I I I 1I I 1t I I I I I I I I I I I I I I I I I I I I I 1 ! I I 1 1 )1 1 I 11 I I I i I I I I W:3
I I I I I I 1I I I I I 1 i i I I I I I I I I I I I I I 1 I cr0 I I I I I i i I 1#i i I I I I 1I 1 I I I I I I I _j V
I I I I I I I I I 1 1 I I p1 i i i i I i I i i i I I I I I I I I I I I I I I I 1 1 i i I 1 I I I i t I I I I 11
1 i 1 I I I I I i I I I i I I I I I I I I1 II I I I I I 1
; i i i I 11 'NI III I I
I I 11 1 1 1 i i I I II I 1 I I I I I I 3I. I t t I I I I I I I I I t 1t I I I I I I I I I I . I 1i I
? 1 1 I I I I I 1 1 1 L
I I 1 i i i 1 1 I 1 1 I 7I I I I I 1I I i I iIt1 i 1 I I I I I I I I I I I i 1 1 1 1 1 1 1 1 I I t 1 I I I I i I 1 " I I I I I1 I I 1I 1 I I I I I I I I I I I I I 1 i ; I I 1 1 1 1 11 t I I . I I
I I I I I I I I I 1 I I II I I I I I I I I I I I i I I I I I I• I I i i i I I I I I I I I I I I I I I I I I I I I I I i i 1 i I I I I . . ! I I I I I I I i I 0
I I I I I I I I I I I t I 1 1 1 I I - i I I
I I I i I - —
I I I I I I I I I1 I t I I I 1 1 I ; i I I I I I I I I I i i i i i I I I 1 I I I I I I I z I I i I I I I I 1 1 I I I I I I I I I I 0�1 L IV: I - I I 1 I I I I I I I I I I I I W_
� i I I I 1 1 1 I 1i I I I I t I I I I 1 1 1 1 1 I i I I I 1 1 1I I 11 1 Ii I I 1I I # I I I I I I I I I I I I.o I I 1I I I I i i I I II I I I I I 1 I1 I I I I I I I I I 1 1 1 1 I i I 1I I I t I I I 1 11t 1 I I I I I i i , I I I I I ,1I I , I I I 1 I I I o-
; Q_ w
I I I I I I I —+j
I I i I I I I 1I I I 1 14 . I I I 1 1 I I t I I I I I 1i I I 1I I i I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 ; i i I I ! t i I1 ; i i I I I i I i I I i i I I i t I I i I I I I 1 i I 1 i i I I t 11 i I I i i i I I �_wL.
I I 1 1 1 1 1 i 1 I I I I i , 1 I I I I I t I I I I I I I c<
I I I I I I i I 1 1I I I I I i I I I I i I i I I i I 1 I I I I I I I I I I f I I I I i t I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1I I I 1 1 , I j -Q
I 1 - _
; i I I I I I I I I I I I I I 1i I I I I I I ; I ; I i I I I I I I I I I I ! I 1 I 1 1 I I I I I I I I I I I I I I I 1 I ! " I I I I 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I 1 1 ; I I I i 1 1 1 I I I I I I w
I I I 1I i 1 I I I I I III I I I . I I 1 I I I i I I I I
i I I I I I I II I I 1 t t I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I ; I I I I I I I I I II I I I I I I I I I I 1 1 i i I I I 1 1 1 1 i I I � 0
I I I +1 -
I I I i I 4-i II : I i I I I I I I 1 1 i 1 1 I " I1 t I I I I I i I I 1 1 1 1 1 1 1 1 I 1i 1 1 1 1 1 1 1 1 I Ii I I I I I ! . I I I I I I I 1 I t I I I I i I i I I 1I i I I i I I I I I 1 1 I i I I I I 1 1I I I I I I I I ;1." I I t I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I , 1 I I I I I I I I I I I I I I I I I I I i i I I I I I I I I I I I I I I I I I I i I I I i I i 1 I I I 11 I I I I j = 0
I 11 1 I I I --I I I 1 1 I I I I 1 I
I I I I I I I I I
1I 1 I i I I 1I I I I I I I I I II I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I I I I I I 11 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1i i i I 1i I I 1 1 1 i I 1
I I I I I 1 1 I I I I I I I I i i t I I t I I I I I I i I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I Q_
I II I ! i I I I i I I I I I I t I I I I I I I I , I I I I I I I I I 1I I I 1 I I II111 I I I I I I I I I 1
i- I I I
I i i i I If� I I I I i 1 11 1 1 1 t I I I II I I I I t I 1 I 1 I 1 I I i i I I I I I I I I I I 1 i t I I I I I i I I t I I i I I I I i i I I I ! 1 1 , 1 " 1 1! 1 1 1 1 I I 1 1 1 1 1 1 1 1 I I I I I I 1 1 1 I 1 I I
I I 1 1 I 1 I 1i I I I I I I1 1 I I I I I I I i 1I III I I I I I I1I I I I I I I I I 1I I I I I I I I I I I I I I 1 1 1 I I I I I I I I I I 1 I I 0 010 1I1 1 I I - 0
1I I I I i I I I I i I 1 I I I I I I I I I 1 I I I I I I i I II I 1I I I I 1., I I I I I 1 ; ; ; I I I I I I I I I 1 I I I I I I I I I 1 1 1 I I I I I I I i i i i i
I i I t I I I I I I i ; I I I I I I I I i 1 ! I 1 I 1I I t . . . . I I i I II i I I I I I I I I I I I I I I 1 II I 1 I I I I 1 I I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I I I I i 11 I I I I
1 I I 1 I�_I I I f 1 I I I I I I 1 ;
i i i I I I i I ; I I I I I I ,1 1 1 1I I I t4, I , I I I I i ; I I i I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I 1 1 1 0 1 1 I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I I I I I I I 1 1 1 1
I I i I I I 1I I I I I 1 1 I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1I I 11 I I I 1 I1 I 1 I I I I I I 1i I I I I I I I I I II I I I I I , I I I 1" 1 1 I
I I 1 I i i I I I I I I I I I I 1I I I I I I i 1 1 1I , , 11 1 11t 111 1 t i i i I 1 I I I I I I I I I I I I I
II 1 1 1 1 I - 4
I 1I i I I 1 I I I I 1 1 1 I I I I I I I I I I I I I i 1I I I i I t I I I I I I I I I I II I 1I i I I I I t 1111i I I I I I I I I I I I I I I I I I i i I I I 1 I I ; 1 1 I 1 1 I , 1 1 i I i I I I 1
I I I t I I I I i I I I I I I I I I I I I I I 1I I I I I i ii I I I I I I I I I I I I I 11 1 i I I I t I ' I I I I I I I I I I I I I I I I I I I I I 1 1 I I 1 1 1 I I I I I I I 1I 1 I I I I I I i I I I I I I I I 1 I
I I I I i I I I 1i I I I I I I 1 '1 1 I I I 1 1 1 I 1 I i I I I i i I i 1I I I I I I I i 1 I I i i I I I I I I II I I 1 I I I1 1 1 i1 1 I i i I I 1 I I I I I I I I I 1 I 1 1 1 I I I I I 1 i I i I I I I I 1 I I ! ! i I I I
I I 1I I I I 1 I I I I I t 11 t 1t I 1I I I I i I I I 1I i I I I I I I I I 1I I I I I II I I I 1 I I 1 I I I
I I I I I I 1 1 I I I I I I 1 i I I i I '1 I , , I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I
I I I I I I I I 1 I I I I I I I I 1 I i I I I i I I I I 1 1 1 1 I 1 I I 1 1 1 1 1 1 1 11 1 i i I I I I I I I I I I I I I I I I t I I I 1 1I I I 1I I 1 I I I I I I I I I I I 1 1 I I I I I I 1I I I I I 1 I I I
1I I I I , I I 1 11 1 I I i I I II I 1 1 II I 1 I I I I 1 1 I 11 1 1I I I i I I i I 1 1 I I I I 1 I I I I I I I I
I I I I I I I 1i I I I I I 1I I I I I I I I 1I I I I I I I I I I I I I I I I I I 1 t 11t .11I I I I I I I I I I I I I I I I I I I I I I I I I I I
__ I I I I I I I 1i I I I I I I 1 1 1 I i I I I 1 1 1 11 I I I I I I I I I 1 1 1 1 1 1 1 1 I II I I I I I I I I I I I I I 1 I I I 1 I 1 1 11 1 1 1 1 , 1 I I t I I I I I I I I I I I I 1 I I i I I -
1 1 1 1 II I I I I 1 ,i I I I I I I I I I I I I I I i 1I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I I I I I ; I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1I I I I I I I
I I i i ; i i i i I I I 1 ! I I I I I I I I I I I I I I I I I I I 1 I I 1 1 1 1 1 I1 1 1 I I I i 1 1 1 I I i I I i ,1 I 1 I 1 1 1 1 1 1 1 1 , I I I i I I 1I i I I I i , I I , I I I 1 I I I I I 1 I I ,1 1 I i ; i I i i i I I I 1 11 . I I 1 I I I I I t I I I I I - I I I 1 1 11 111I 1 1 I I i I I I I I " 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I , I I I I I I I , , , , , i I 1 I I I I I I I I I I I I I I I 1i I I I I I I I I I I I I I I I I I I I I I I I I
) I I I I I i1 I I I I
I I I i I I i i 1 1 I I I I 1 i I I 1 i i I I I I 1I I I I 1 I 1 1 1 I I I 1 1 1 1 1 1 1 1 1 11 I I II I i I 1I I I I t I I I I t I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 , 1 , I I I I I I I 1 i I I I I 1 1
I I 1 1 I I 1 I I I 1 1 1 1 1 1 1 1 1 1 I I i I I I III i I II II I I I I 1 I I I I I I I I I I I I I I 1i I 1i I I I1I I I I I I I I I I I 1 i I I I I I i I 1 , ; 1
I 1I , 1 1 i I I I I I I I I i 1I i I I I f I 1 ; I I 1I I I I I I i I I I i I I I I I I I 1 1 1 I I I I I i I I t I I i t I I 1 1 1i 1 I I i 1 1 1 1 1 1 1 1 1 I 1 .1 1 1 I 1 1 1 1 I I I I 1 I I I I I I I
1 1 I I 1 I I I I I I I I I I I I I I 1 iI 1 1 1 I I I I I I I I I I 1I I I I I I 1 i i I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I i i I I I I i i ii i I 11 I I 1 1 1 1 1 I I I I I i I I 1 I I 1 I iI I I I 1 I I I I 1I , I I I I 1 I I I I I I I I I 1 1 1 I 1 I t I 1 1 I I . I I I I 1 I 1 I I I I I 1 I 1 1 1 ! 1 1 1 1 ; I I I I 1 I I I I I I I I
0 I I I 1 I I I 1 1 1 1 1 I I I I i I I I I I 0
I I 1 I I I 1 1 i 1 I I t I I I I I I 1 1 4 II t I 11i I II I i i i I I 1 I II1 I II I I I I I I 1I , I I I I I I I II i 1 1I I I I I I I I I I I I I I I I 1 I ; , I I I I I I I 1I I I I I ; i i I 1i I 11 1 I i I I
I I 1 1 I I I I I I 1 1 I I I 1I I t 1t I I I I I 1 1 I 1 I I I I i I 1 I I I1 I I I I 1 1 , i II Ii I I 1 t I 1 1 I 1 I I I I I I I I I I I I I I I I I I 1 I I I I t I I I I I I I i I t i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I i , , I I I I
I I I I I I I t ; t I
I i I I I I I ; I i I i i I 1 1 " 1 I 1 1, I i i I I 1 I i I I I I I I 1 , I I I I I I I I 1 I ; I I 1I I I I I 1 i I II I I i I I I I ; 1 I I I I I 1 I I 1 I I I I I I I 1 1 I , i i I I I 1 I 1I 1 1 I I I I I
L I I 1 I I I 1 1 1 1I I 1 I I I I I I 1 I 1 1t I I I I 11 I I !; I 1I 11I 1I I 1I I I I I I
I I I I I I I I I I I I I I I 1I I I I I I I I I I I I I 1 1, I I 1 I I I I I I I I I 1I I I I I I I I . I I I I I 1I I i 1I
I I I I I I I I 1I I I I i i I I I i i i j i I
1 1 1 1 1 1 1 1 1 1 , 1 i t 11 i I i I I 1I i I I I I I I I 1I I I ; i I I I I I 1 1 I I 1 I I I I I I I
I I 1 1I I I I " I I I I I 1 1 ! I I I I I I I I I I I 1 I I I 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 I 1
I i I I I i 11
I iI I i 1 I I 1 I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I i i I I I I I I I I I I I I I I I t I I I i I I I . . . l I I I , l I , , I I . . . I , . I I 1I I 1I I I I i
I I I i I_I I I I 1 1 I
1 II I I I I I I I I I I I 1 1 1 , I 1 I I I I I i i It I I 1 1 I I I I I I I 1� 1 ; I I I I I I ; I I I I I I 1 II I 1I i I I I 1 I I I I I I II i Ii I I i I I i I I 1 , 1 I
1 I I i ; I I 1I I I I i I I I I I I 1I i 1 I I 1 1 1 1 1 1 1 I I I I I I I I 1 ! I 1 1 1 1 1 1 1 1t . I I 1t t I 1I I ' I I I I I I I 1I 1 1
I I I I I f I I I , I I I I I I I I —111 i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I I I 1 1 I I i I SCALE: t40p
i i i--4
I i I I I I I I i I I I I I I I 1 i I 1 I I I I 1 1 1 1 t I I 1 1 ! 1 1 , I . ; , i 1 I I I I 1 I I II I 1 1 1 I 1 II 1 I I I I - 1 i� I I I I I I . I I 1 1 I i 1 1 1 '1 1 1 1 1 1 1 1 ; i i I " 1 1I I I I i I I I
I I I I I i I1i1 1 I I 1 I I I I I t 1 1 1 1t 1I 1 1t I 1 . 1 i i I - i I .1 II I I I I I I I I 1I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 11 i I I I I I I I I I I I I I I i i I I 1 I , I i I 1 I 1 I I I
I I I I I I I I I I I I I t 1 I I I I I I i 1 1 1 1
I I II I I I I I I I I II I I I I I I I I I I I I
I I I 1 1 1 I 1 1 1 1 I I I I I 1I i I I I I I I 1 , , I I I I I , I I I I I I I I I I I I I I I I I i
1 1I I I 1 1 I I I I I I I I 1 1 I
I 1 I I 1 1 I I 4 I I I I I 1 1 I I 1 1 1 I 1 1 1 1 1 1 I I 1I I I I I I I I I 1 I I I 1 I i I I 1 II 1 I I I I I I 1 I I I I i I II I 1 I I I I 1 1 i i12/27 j2004
I I i i I I I I 1 I I I I I I I 1 , I I I I I 111t 1i 1t 1I I I I I I I I I , 1 I I I I I 1 I
I I I 1 I I I 1 1i 1 I 1 1 � I I i i I 1 I I i i I i I I 1 I I I I 1I I i i I ,'1 I 1 I II I 1 1 I I ! I I I I I 1 i I I I I 1 1 1 1 1 I I I I I I I I I 1 i I
I i I I i I I I 1 �I 1 I I I I I I 1 1 11 1 1 1 1 I 1 I 1t 11i 1i I I I I I ! 1 I I I i I I i 1 I II I 1 I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1I i I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I 1 1 , I i 1I I I I i I i I 1i I I I I I I i i I I 1 I I I I
I 1 I I , PROJECT: 04-0131
I 1 1 i I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 t 1 I i 1I I I I I t 1 1 1 I I I I I 1 1 I �1I I I I 1 I I I I I I I I I I I I I I I I I I 1I I I i i I I I I , I 1 1 1 1 1 1 II I 1 1 I I i I 1 i I 1 I I 1
1 I I I I I I i iI I I -,--I - i i i i i ­4 i -- I
S I 1 i i 1 I I I I i i i i I 1 1 I I 1 I 1 I I I I I 1I I I I I I I I I I I 1 1I 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 I I I 1 � I I I i I i 1 I I i I I I I I I 1i I I I I I I I 1 I 1 1 1 I I I I I I I i I 1 I
I I I I I I 11 i I I I I , I I I I I i 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 I 1 i I I I I I I I I I � I I I I I I I I I I I I I I I I 1 I I I I I I 1 1 1 1 1 1 I I I I I I I I i I I I I I I I f DRAWN BY:JC/DKN
) I I I I I I I I I
I I
S I I
I I I I I 1 1 I 1 I I i I i I I I 1 I I I I i i I I I I i I 1 1 i 1 1 I I I I I 1 1 I I 1 1 1 1 1I I I i I I I i I i ; 1I I 1 1 I i I I I 1" I I I I I 1I 1I I II I I I I I . I I I 1 I Ii 1i I I 1I i I I 1I I i I 1 I I I 1 I 1 1 i i i tI I I I I1 i I I I
I I i I 1 I i I I I I 1 I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I : I i "1 I 1 I I ! 1 1 I 1 i I I I I I I I I I I I I I I t 1 I II I I
I I 1 I 1I I 1 1 1 I I I
32 1 0+00 1 2 3 0+00 1 2 SHEET 4/4
�gmlp.,III
11-1
-
I
-''-
I -