NCC240845_Site Plan or Location Map_20240325

f VICINITY MAP �/ •````\
(NOT TO SCALE) V
Mr EROSION CONTROL NOTES: (II)
` o ��OP� EROSION AND SED][MENT CONTROL 1. EROSION CONTROL WORK INCLUDES ALL MATERIALS, INSTALLATION, ROUTINE MAINTENANCE, ULTIMATE REMOVAL OF- DEVICES, OFFSITE DISPOSAL OF SEDIMENT REMOVED FROM THE DEVICES, AND STABILIZATION OF ALL DISTURBED SURFACES. ALLPEED RD._— WORK SHALL CONFORM TO THE REQUIREMENTS AND STANDARDS OF THE CITY OR RALEIGH EROSION CONTROL OFFICE.
. g APPROVED PLAN 2. REGULAR WEEKLY INSPECTIONS AND SPECIAL INSPECTIONS AFTER EACH RAINFALL SHALL BE MADE TO OBSERVE THE
SITE 1 CONDITION AND PERFORMANCE OF THE CONTROL MEASURES. IF ANY DEFICIENCY IS OBSERVED, CORRECTION ACTION SHALL BE NORTH
il DATE IMMEDIATELY TAKEN. NADC GRID
83(2011)
f
t ,or ,/ PERMIT NO. S- 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED OUT WHEN THE ACCUMULATED SEDIMENT REACHES ONE-HALF OF NAVD'88
THE DESIGNED SEDIMENT VOLUME. SCALE: 1"=50'
/ —Wake County Environmental Services 4. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED SHALL BE SEEDED AND MULCHED PER THE SEEDING SCHEDULE. ALL
Sedimentation & Erosion Control SUCH AREAS SHALL HAVE A VIGOROUS GROWTH PRIOR TO ACCEPTANCE. w N
5. SEE STREET PLAN/PROFILE SHEETS FOR PIPE SLOPES AND ELEVATIONS, DITCH LININGS, AND RIP-RAP APRON SIZES. A o
919-856-7400 6. SEDIMENT TRAPS SHALL BE FIELD LOCATED WITH THE GUIDANCE OF THE CITY OF RALEIGH EROSION CONTROL OFFICER.
CLEARING LIMITS SHALL BE ADJUSTED ACCORDINGLY.
AK o
couNrry ENVIRONMENTAL CONSULTANT SIGNATURE
EFFECTIVE:08/23/17
F-1
w
LINE BEARING _ DISTANCE w
SITE DATA \ TRACT 1 A & 1 B _ A-B N 15°1 6'32" E 33.09' Z Ca z c
N/F B-C S 35'11'14" E 30.17' O o
ADDRESS 1405 SONG BIRD CREST WAY,RALEIGH,NC 27613 1-1 a w
PIN 0890-18-2863 ELIZABETH & / C-D S 05°07'39" E 48.37'
AARON LANZEN D-E N 01°48'21" W 29.96'
AREAS 1.5 AC./65,454 S.F. SITE DATA PIN: 0890-18-4424 ' In
JURISDICTION WAKE COUNTY ZONING:R-40W -
E-F N 57°47'10" E 5 .66 W wry u
TOWNSHIP BARTON'S CREEK MIN.LOT SIZE 40,000 SF DB 14461, PG 1457 / i�r
BM 1994, PG 1827 F-G S 58°47'10" W 17.66'
RIVER BASIN NEUSE PRIMARY STREET 30'MIN 3/4" OTP / G-H N 39°46'10" E 14.91'
0.2' AG) / H-I N 25°04'43" E 10.32' o
WATERSHED FALLS LAKE SIDE STREET 30'MIN ( / -J S 52°47'08" W 214 33'
WATERBODY INDEX 27-15-(2) SIDE LOT LINE 15'MIN J-K S 30°10'10" W 8.78'
RECORDED DB 19407 PG 522 REAR LOT LINE 30'MIN
BM 2023,PGS 851 BUILDING HEIGHT 35'MAXI Pc2 ON
�P�� / PROPOSED IMPERVIOUS
IMPERVIOUS MAX 9,770 SF „ 1`L EC-'/ON-> Z<;' - SURFACE SUMMARY r,,
WAKE COUNTY GIS PER:BM 2023,PG 5&UDO S 6����2 ��\� o\�\P�'/ LOTAREA -TOTALSQ. FEET
- 65,464
P 2 / o P/HOUSE - 3,682
�8j i<.z LA, LOT 5 P/PORCH - 112
3/4" OTP I; N/F P/DECK - 436
\ TIMUR MIGIROV P/STEPS - 29 ci
-� N M
(0.2' AG) PIN: 0890-18-0607
`� �`� DB 19359, PG 2043 P/CONC. - 2,161
�_- `.� -oo "co BM 2023, PG 641 P/HVAC - 9
GENERAL NOTES: NOTES: .� .LIMITS OTPPROPOSED: 6,34129 SF
DISTURBANCE ���•.� ,, - (0.4' AG) REMAINING: 3,341 SF
CITY/COUNTY PLANNING DEPARTMENT, TREE FOR LOT 4 SHOWN HEREON DURING THE CONSTRUCTION PHASE OF HOME 41,230 S.F. xl oo �; (0.4 AG)
PROTECTION CERTIFICATION MUST BE SUBMITTED TO BUILDING. ALL MASS GRADING AND INFRASTRUCTURE HERE TO BE INSTALLED `f' ~�, ��,'00' 'v /
THE CITY OR RALEIGH EROSION CONTROL DIVISION, BY THE MASTER PLANS APPROVED AND INSPECTED BY THE MUNICIPALITY. ALL - - o •� •�`' w goo ` F SSo9
AND TREE PROTECTION INSPECTION COMPLETED PRIOR EROSION CONTROL MEASURES FOR GRADING AND INFRASTRUCTURE LIE LOT 35 . 'O0' \ �3)., 7 Z
W • \\ * / LOT 3
ii
WHOLLY WITH THE DEVELOPER. N F N/F
TO LAND DISTURBANCE PERMIT ISSUANCE. / c°-4 • 3 >> /
DANIEL A. & ) . • �, _ 7 7•� , HOMES BY
2. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED, CONTOURS SHOWN HEREON TAKEN FROM WAKE COUNTY GIS. EVELYN B. HOUTZ m i 2)_p • / i A 7 , - DICKERSON INC.
THE DISTURBED AREA MUST BE INCLUDED IN THE LAND PIN: 0890-18-4751 -Co • o>- 7) w i / / Y PIN: 0890-08-9971
DB 15616, PG 803 cn a 3s ,7 A DB 19483, PG 2292
DISTURBANCE PLAN AND PERMIT UNLESS ALREADY 1994, PG 1827 03 x m z I BM 2023, PG 641
PERMITTED. SELF INSPECTION NOTICE: N • z" LOT 4 I /
3. IF THE DISTURBED AREA EXCEEDS FIVE ACRES,AN NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL m N/F SEPTIC
® 1 CCH RDU LLC
FIELD
IMPROVEMENT SECURITY WILL BE REQUIRED PRIOR TO SELF-INSPECTION PROGRAM: \ PIN: 0890-18-286 ! SILT FENCE :^ B \ O
LAND-DISTURBING PERMIT ISSUANCE. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO •
I DB 19407, PG 522 1 I OUS LET, o ' N
• BM 2023, PG 851 \
4. THE NEUSE RIVER RIPARIAN AREA PROTECTION REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES IL- 'C \
z
INSPECT A PROJECT AFTER EACH STAGE OF THE PROJECT TO MAKE SURE THAT \ P/pOR�" \ c) o ©
AND MAINTENANCE RULE (15A NCAC 2B.0233) APPLIES �� /4 OTP Z ' - H
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING (FLUSH) F� N
TO ALL PERENNIAL AND INTERMITTENT STREAMS, 3/4" OTP •
w
LAKES, PONDS, AND ESTUARIES IN THE NEUSE RIVER FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS (FLUSH) • \ -V \ 00, 1 0 z o
BASIN WITH FOREST VEGETATION ON THE ADJACENT TOOK EFFECT OCTOBER 1, 2010. THE SELF INSPECTION PROGRAM IS SEPARATE PROPOSE \ \ ) x x
`J
FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER •r o �g "04 oSARAN y
w o
LAND OR "RIPARIAN AREA". \ i • a r24o E.
PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE EROSION AND oIlli I o
xH
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE LOT 36 c° \ o o£ P Poo" Z. Q y w °z
I,WATTS B.FEARRINGTON,JR.,HEREBY CERTIFY THAT INSPECTIONS MUST BE OCNDUCTED AFTER EACH STAGE OF THE PROJECT, AND N/F 0 PROP. �= �, / \ ) O =
THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM MARK & BERNADETTE (A • DRIVE , �� a F� w
AN ACTUAL SURVEY MADE UNDER MY SUPERVISION CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN Cr.. w cn
(DEED DESCRIPTION RECORDED IN BOOK 19407,PAGE ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 4B.0131.THE PICKLES � d Gi:,o)FE)
oPIN: 0890-18-5807522,OR OTHER REFERENCE SOURCE);THAT THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM DB 4883, PG 497 o / \ / / (� Q O wBOUNDARIES NOT SURVEYED ARE INDICATED AS BM 1986, PG 2126 -P 0'Z\' LOT 4 HDRAWN FROM INFORMATION IN MAP BOOK2023,PAGE HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML. IF '_ 1.503 AC. / / °�851 OR OTHER REFERENCE SOURCE SHOWN HEREON GD •
6 464 S.F. /1I / / L7 UYOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS 5,THAT THE RATIO OF PRECISION IS GREATER THAN / O
1:10,000+;AND THAT THIS MAP MEETS THE OFFICE AT [phone]. I, p1' /REQUIREMENTS OF THE STANDARDS OF N CARo 5/8" RB I N6. 0 0.„ K '� SO BIRD CREST WAYo85.92' 26° _ RIABLE WIDTH R/W
PRACTICE FOR LAND SURVEYING IN , - (0.2' AG)NORTH CAROLINA(21 NCAC 56.1600). O� ES S/ /4/ - - 9°39'14" E f BM 2023, PG 641)
1
THIS 19TH DAY OF JANUARY,2024. �oF 0+ 9 j -
•
SEAL - _ _ /CONSTRUCTION H�
_ _ ENTRANCE O
L-3468 O LOT 2
��O / j
N/F LOT 1 VD
�' CCH RDU LLC / ��/ /710/1:42 - N/F
�� •• ���`�� CHRISTOPHER &
PIN: 0890-19-5025 /
WATTS B.FEARRINGTON,JR.,PLS- 468 �Jr ' DB 19332, PG 2570 f
PIN:MOA$90KA9Na058
BM 2023, PG 851 ( /
/ / , / DB 15616, PG 803
/ / 7 /
/ BM 1994, PG 1827
LEGEND C) JUNCTION BOX LU FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
❑® DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION
O PROP. COR. FOUND ® POWER POLE Fo FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION PROVIDING SERVICES FOR METRO ATLANTA, PROJECT
• 5/8" REBAR SET * LIGHT POLE ® TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION SF SILT FENCE RALEIGH-DURHAM,&CENTRAL FLORIDA R23253-01
O COMPUTED POINT g POWER POLE © POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE SILT FENCE Ee3CSilDARY 8024 GLENWOOD AVENUE,#109,RALEIGH,NC 27612
❑❑ R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE ADJOINING PROPERTY LINE OUTLET [phone]
A. FIRE HYDRANT -( GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE zone,Inc. SURVEYORS.ENGINEERS
ElWATER METERND LAND PLANNERS
❑E POWER METER COm TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING CONSTRUCTION ©COPYRIGHT 2024
r(P1 WATER VALVE CI ELECTRIC BOX CNT. CANTILEVER -G- GAS LINE SETBACK LINE ENTRANCE BOUNDARY ZONE,INC.
Q MANHOLE ❑� A/C UNIT HARDWOOD TREE DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE WWW.BOUNDARYZONE.COM ALL RIGHTS RESERVED SHEET
FIRM NUMBER:C-3534 1 OF 3
® CLEAN OUT CI GAS METER PINE TREE BM BOOK OF MAPS -T- TELEPHONE LINE BG BELOW GRADE
..} .,
SIGN cK� GAS VALVE PG PAGE -250- CONTOUR LINE /

(*.a S\/t il '.....**\
(A)
0
e L
ai
O
La � NORTH
o ��m ''�� /� NC GRID
$ m a o 1 Ij NAD'83(2011)
z �z� �� NAVD'88
01 N _ �� Lu
!ow go goo
N a w SCALE: 1"=50'
R.,
ggtE N
y pUj F./ 'A)
d' Z
111/1 yW „- I-2Pj 0�c, ;; `j/�j\ ii
aX 77S1�� , aUwR. � Z `//��� ¢ d
1 wOP : A
d ,7�fiI z01
d =
~ ION
rEfti�SOFtgSItBrAulEJ6i_.� 0 g��— a 3 w z }. W
•Q�$ie� ti4q+li!Iik' 8iw WZ to4Z Wes' :� r� =_.I_.... W
QQBIIFEtIttl3li17iifid ml4li'� = jWZ <Oli— �/ �) v III ♦� o
••.,,.. !'A! lm!!! —_ W J W ��w a b�Td .,y,0•,•"Oo•:�:oo•�I" Z -
�1 t�R I,j 1-2
R W • • p
Q p 6 I-,n Z O 4 2 0 j t�5 0.000•.0•�.�.�p•�.� R+
SI Ga]J Q O t-1,1 1- Z iii•�Oi•%• i�i.•.. I II U U w
a �yNm 2 $fn p ��•!.j.Oi••OII _ m o
■f 50 'ODODOi I� < L.L. N m, 1-* W
■f L z - cal rto Z �-+ � u•:`: �7 Q �'•'t'�'1I w c� w o z v w R"
rt��t� ♦*�► • • II Li Z
■t :..., I
[-i Cg V In
zo �qIt;'+��I° c- Z _t :;: coo o EL, W p
■I 1A to z x allo ,•��� 11= 5 N 3 i'c - dm LLJ §) !
CA
O W W
d
■1 n • i. V) d wo ► 11-
.14. � 7 j ig ': O Z . t o o g= z Hlau� "ww „z£ • - (!i ,W/ w v
el.,---m, .-xr.-c Z r5 W CE O I w J W ,�jpl'4! c4
■i ir, �+ w d `IF L� A PQ
lei Ce
■1 NoC9 V JZ� ` II.411 „gZ - ��y F4
o E
�1 1 I!, „0-,£ „O-,Z AAA O
i�i II
QQr,G{{ �• p:.:.1�
�+ U t7f •':'i <�., • aft. E'+ •.v•...A•��O•.1 `c z !!!
/ cLi
.14 1 • yu r.:r:•.W iL' _;•F• y l ... �•.. ....�.�• „-11dw. mr.. atElttiaRirSll� rNc W c':;..i. a:e..:.i 7•r, W ■ '-, ; wUwiI �i1f9Y �gJ f ]C •m f n-11=1 4t �fAfRil �R —__ g us ,,:w.i.:R p, '�fd ? '•< 5 zz1 '7 Z r Z �. .Z-91i Lm'�.i i mi! �n;a-t ,o 1-Cj k :;:W ; pa q 3.'!!>t r'rrYr^/,.Syr: p� �F- .' n`•••' i.nr, 1Ja ? ��Owz
WI or.
in
...-_� +tri k (6® 'r I n ••r,r,'•' r, (•0 a d
&��ryffi■�I'I�Wi m ; •ti::,N•vm•:;,,,;; :. �co 0
pz C
❑>• ww Z XO ��O oc
. • ii 1 1 7 cn¢ 05� ; !--
� I
1 gl o Z 3 <� �iU _ Wpa Q iN Oz l�-�
^1�
1�
M
NPDES Stormwater Discharge Permit for Construction Activities(NCGO1) NCDENR/Division of Energy,Mineral and Land Resources
Local Seeding Schedule N
(per Wake Soil and Water District) O °.°
0
STABILIZATION TIMEFRAMES — J/ oho 0
Perminant Seeding: Shoulders Side Ditches and Slopes(max 3:11 ^ o N
(Effective Aug.3,2011) F � C O
Qat FS� planting Rate [ Z
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS Z a - O OH
Aug.15-Nov.1 Tal Fescue 200 Ibs/acre N - W cip e1
SEEDBED PREPARATION: Nov.1-Mar.1 Tell Fescue 200 lbs/acre ,f (i U 4
Perimeter dikes,swales,ditches,slopes 7 days None Z Ca a
and Abruzzi Rye•{nurse crop) 251bs/acre 0
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. Mar.,-April15 Tall Fescue 200lbslace l 1 E t7 ,,
2. RIP THE ENTIRE AREA SIX INCHES DEEP. Aprt15-June30 Hulled CommonBormudagrass 151bs/acre V
• W iLi o
High Quality Water(HQW)Zones 7 days None Z �O g E.
p4
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. perminantSeedinq: SIooee3l gD1oz:i Q w z
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX SOIL (SEE MIXTURE). 0 y;
Aug.is-Nov.1 Toll Fescue 200 Ibs/acre es If slo are 10'or less in len th and are I I a, F� ' ••'-'1H
5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. and SericaaLaspedeza(unhulled,unscaritied) 60 to70lbs/acre Slopes steeper than3:1 7days p g W rn
not steeper than 2:1,14 days are allowed. c4 w H d
Nov.1-Mar.1 Tall Fescue 200Ibs/aore Pr FG O rl O
6. SEE ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. O Q a o w
and Sericea Lespedeza(unhulled,unscarified) 60 to 70 Ibs/acre .
7. MULCH IMMEDIATELY AFTER SEEDING; ANCHOR MULCH. and Abruzzi Rye 251b5/acre � // rx H
Mar.1-Juno 1 Tall Fescue 200lbslacre Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'in length. ry W g
c.and Sarlcaa Lespedeza(scarified) 40 to 50 Ibs/acre
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN PLANTING SEASON, IF POSSIBLE. IF STAND I+�
SHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER, AND SEEDING RATES. Mat.15-June 30 WeepingLovegrass tolbs/acre Z O
and Seises Lespedeza(scarified) 40 to 50 lbs/acre `
All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones.
9. APPLICATION: March 15-Juneau Hulled Common Bermudagrass 15 lbs/acre
AGRICULTURAL LIMESTONE - 2 TONS/ACRE and Se tic ea Lespedeza(scarified) 40to501bs/acre
FERTILIZER- 10 -10-10 ANALYSIS @900 LBS/ACRE Temporary Seeding
SUPERPHOSPHATE - 500 LBS/ACRE OF 20%ANALYSIS I--I
MULCH - 2 TONS (±80 BALES) STRAW/ACRE June 1-Sept.1 Tall Fescue 200 lbs/acre O
ANCHOR- USE LIQUID ASPHALT @ 400 GALS/ACRE and Browntop Millet*(nurse crop) 351bs/acre V1
OR EMULSIFIED ASPHALT @ 300 GALS/ACRE or Sorghum-Sudan Hybrids'(nurse crop) 30 lb s/acre
LEGEND 0 JUNCTION BOX i (l FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
0 DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION
O PROP. COR. FOUND ® POWER POLE Fo FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION PROVIDING SERVICES FOR METRO ATLANTA, PROJECT
• 5/8" REBAR SET LIGHT POLE Q TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION SF SILT FENCE RALEIGH-DURHAM,&CENTRALFLORIDA R2325-01
O COMPUTED POINT POWER POLE 0 POWER MANHOLE RB REBAR SUBJECT PROPERTY ONE SILT FENCE [63411DARK. 8024 GLENWOOD AVENUE,#109,RALEIGH,NC 27612
❑❑ R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE ADJOINING PROPERTY LINE OUTLET [phone]
S. FIRE HYDRANT -{ GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER ONE zone,inc. SURVEYORS,ENGINEERS
❑W WATER METERND LAND PLANNERS
❑E POWER METER COm TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING CONSTRUCTION ©COPYRIGHT 2024
WATER VALVE o ELECTRIC BOX CNT. CANTILEVER -G- GAS LINE SETBACK LINE ENTRANCE BOUNDARY ZONE,INC.
A/C UNIT HARDWOOD TREE DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE WWW.BOUNDARYZONE.COM SHEET
Q MANHOLE FIRM NUMBER:C-3534 ALL RIGHTS RESERVED 2 OF 3
0• CLEAN OUT © GAS METER PINE TREE BM BOOK OF MAPS -T- TELEPHONE LINE BG BELOW GRADE -///�
SIGN GAS VALVE PG PAGE -250- CONTOUR LINE

41(#.°- cie ''''
mu a Cam, o c O l i \\\\\
fitil
am`
U cej N
Wil
flulfib A 3
c =
<
z
(=-�-
yO W J+ i, 0 c a a C O zN `�wNu 0 $ acc £a -°cOEO ro a
o ' o =
O 4 T a -F. O -a = c J VF
IA ra C Eu q v ,a u ro a q_ q Q a MIC_ yo c yaE II.
' 4 p O y
.-1 oo a ° � " °la 0
FQ"
NORTHo - a mac tiU :e m! uc NN = v ` o t o a °' aa = U NGRIDa ° uw . - t7 t J. aoE c uas a t , � . m � o ° = p NAD'83(2011)
a i
o.
Tv 0
Z N s m am E Y ^ acc a - aa au -O n� a S3 vwwe 7a 2> ° E y o0 s s -O L O 70-, ` -a F NA VD 88, p - ' c ° �'£ oa a ^a _
=c o >,,,_ Ny3 ` c v y v o y a - o m= a . a L c o> " c �v' t7a v o oro a 3 £ +° a v o = v o c o ro q $ m0 3
mmec c 8 m •�Ieh ° ,a -'- Oa g - ro 7 o Y ° a o c .
a = Oa e' m ea
E 4- c r'I a> a L ua0 s ' c 70 a a a i i y
p ?u£ % u ° aeoouE '� a O 7
$ € 6 E 1 y eq a E . a o a ? £ > ro s -'3 c Ga -2'0
aaas c E.cm Vtt p ` ro T 3 o m
UG V o = E o> w p= 7 a ei m vs m "C .a c y r w 3c u os uw a m-ocovu .2« •o = O Cv C
E 1n aE c o o =a " : a: mc oai Z L y r�rr\
V t o p- n al .1 Eu3 O o V V .oF s o o 2 SCALE: 1 -50
1
• • v > z m ft
o Vy a a .6 mu>2 a Nu a Cy a-0 V •L 3 $ a cO 'n a 2 't a v = '- a roa � ca z a '- v t LL Y c 8- suo dEM s ° .o a uro avv £so s0a = t °; 7 s a7 ° � a ,ro' 3 _ cy o oa a� yacasq ov^ Q occO oV
m 'i to a o n a cv a o � v° mOroE 0£4 o 5a « y ofaseEcOa awv. qv £ sN £ rov -` E w aym asV `ry E 'na 'a, . m mmh !MIIIiIIJI
a ro vva u mro ro oq 3 y :: aro =v ge >c a 00aE m : .y _ a� ° «• U _= W iri aa) 3 am y
a m aa a ua7 a c " of a s ac£ ro ro JT3 co a o ao c •c 7t °19a c « E `•c £rom" >•O onh 0 tv s au : • . ^ aL £
a 'Lw "-° _ um rT Fa d uC O ++ 0a N ryCaU >.0cos CN wd U = ° .a m ra N m a _
A O4MA; 7 = OT c «, > O T+ a
£ ° o = y N« a v ro.c 5 n ° A � = a a vd a W a
c .-F. ro v= E ya C v
'IF; o m Qa 0 Em ., O
c 3 x rt
m a ,- 1» , E u c
` c a m o oo nar oa = ° m >
iac•L Ov ma.> 'am8 ec Vv aoc o� va c4 cv" V. u u v u a a ' 3 N oO3 • E °a "v = _ « c 'ri,ya � . a 15 a n 3E ° 0yaEyc m s w u 7 c a 6 � ba U Tay m � flm ° 'n a, at@ a •° r+ 1yow i' eroo*cy u ti4 - 5 s V Eaan r4=• Mpro wcs = £ a o w aOroa 0W O ''''i a+ +� u wCbac7ea
t aN VN UY 0tU =v,Hr- O = V E Gtiaa O a C a t ro- `vNCro a o a 2 a ?'v a c mp Z 0 m L 7 u .+wa " c c _ a w u 0
re OO .j o = 0, ro y cy t m a a Nro a ' ao = us3� 0 .a N .'oam.s, o'a Nv 2. 4 v aet 7 C ' a mro= d OG3 ci a r_ p` c scE aars.aY aN« ea-oe a ,ra i roorowt. I y " ' 5« O.7. 0 E .� a - r n �'
_Iroyu72v so ay3 aa Ed-cy dj > 5 �4-`•- :°=a vro cm v .) a
.0ma c = a y V c 2 0 Of0 O , .. l c af FNcU a = a L c 'amav in m
u � o ` a 7a _ 0.- + Nar 7iN a � n aOu t c
Oo � a Nu c a E £ � � � c ow ao :c m 7 6 30y o, E. tto ~2 p � doo
'Wa) c . ' te2 y � 0, OC 4- .7. O toc w 'n 7 ms y _ •C fi � S ` ' - mW` :cuI ' > �
u t- o m m h w ),0c4 .ro, m m cn wN a a i)P•� ai w za 3 au 01 a y an Nd c « « u « � cvs _ V aw _ y_ ro _ C V a C a > y
W? a �# = A 10 a 3 G to, ° E L a o v a a3 `a 7 c- y O a ro o `^ Ta .° a Za t n O O7d O u'c cc e E c E a 3 3 d' u .• a E-2 3 3 5 ,-E 3 3 ' k 3 s .0 ° a E u
O f0 - Ni a, o oY a
q
` @0 oro ;voa > u a y_s aa m. uro O a y a °_ ro O o u- « a
• m r o 0 L a C a s03 aU '�_ 0 • • • • • • •°y E g yE a s° vvOt E w _ s cV a oa i a • °- am £ £ OO ° _ = ro7 �N G +� o £.a E 4 ro l J U 3 O
w Z2a c - �, 00 m N as ' O0- a ? ya - •
AEo ucaa Exa ua • O 3 ` pa aro a N c., m O E a O c +o. a w
u � � m £ C8 ° � aio v =o Eo •` a O� = ro a' ° w T. a3 = H my = Ec nu V wT°' w� �a�wa tmv N CD+ - 'n v A) m A U
rva Si 3 caC D
a i ao .cp
t CV a aa Ea c a W
ut vcsa_ :E. 0,
Ov 75 '0 C 1 v C c O W4aiLt- voo = so 0 tc �cs c °par. .- > 0 pH E ` 70 ` 0a n E £ m £s ro v " 3c Wy roavaa� 17-caaE. '5 , op o'tacc3 wv £ >. 1,14a aaw a c W U .omct ui u EE a.• c a00�, ou .. • a .« a /
Os a ou doaro oo° os = t 't sv7nym > " oaa u a 'a_•ass m s = oA a > > O. i .• 0 e ia ro a >o £ +, 3 °• 'ta31Z �v a 0 0 O g.voG 0 aC �m am Ene c ta . -. 4 A a° ° .ud£c w£ 8 a av ` EN 0 O 1 OV1f TT ,
9 a = w ay ; a 17 v w m ta yaro' a a = £ E ''
a a ; a 1 a.. rownrima3naop to $= �a =« uat Lai 'c s . yyoaam 0y 4 � Hro ° L VCu aa y - s aat dns c'- ` a a` ato a ° o °
O e f0 to 4- 42 � Ev,''oo0 0mo ` y c ° ot £ a ° - yac > - > oo arov m - t3 vL a`tt In Ys o 1 'n - F H H f- a '. c«
>Z O 3O.. ¢ Z ca y0N o na oy1-c 4 if. ro 1n it-1 =y y e L = N
II'"�
I . W
a m _ a- 01 va. o: a 1,-0 , . a o ,7) yoa.3cyW a.- a-v .y 7 Oa = 03 E • • • • a a.0 a `O a a O Z.t L a c ry a N Z r s QN > d CI") W ti ri # 1 W C0a >. anV W Oca '^, N > ro 7 0 Oa 2'V ro m 2 m ° a� a Y .� win 3- a ayroy+va N aa .N. at.3o £ tCLL v) ''
D rcn 't ro " roO -• m •a N -sJu= y JamS_£ zpa4� u Z O vvla ,n0moa` o
mW u aa
4 W Oa m
vl N u a T. CC ¢ oao O va �
N O HvU
0l O ,Y N M 4 6 W 1‹ CO of r. = .••1 N M st r-I RI
P.
To a) c7T-
p oL $ a, .a
m
_>;r a
ri U
I
C _•
cy a s
s3 7 a o _ _w .a_ E Y a c a ±O m u 12 a O a
a• t. = LLI uc Vc Vc t a+' N aa 3 O N V O E ° O i . E 10 0 ri ' a m u o ?„ OO a 2. -Os al 0- } Oa...0/ ., u D u aw •po -O OD 0 ,a+ a OvL•VJ pcy04 07 > a o2 O *'2 a a ya N £ O � � S y O c N. a a aasy ° c C t aa a _+Ei C Sit
. V)ro5 £ i 7 a+ Z - v N f0 „ H ' c c a • a 0V N U wa a - 7 -a a « Qi7 c L O eaa ro k H
° 7 ro7'Co y �£ o - a = c CO > a a, a aO n- a a 7aaa 'C a . a 4 aGnLa c - a a Cs
a-as= CU 4,= E ai., 'o Ero .2 > .c'10 oa,
' c a a � i°- ° a ; ro ' E Eao 3 E a aa
In ro O� ys a 7a c.- m •ri I-I c v mEn' c- 2 c E c o mto o c a 3 1a an7v2m ., O c 7 m 9 a s a +r ro . a i a'° a a a s E « ' ' °° $ a £ cmy 7 a - od o a ETo Z N � mV aaa ac aca E a aa iw IT o r :"n N 'n � Y a f0 O V w W. mC ro � a T _ a m E 5 ° ° :c a ro '6- E oL •.- S Y a = . w F- t ` 3T.y ` i � 3 N -. H 0 7 C ` 2 ro T% a y -7++ . - ea Co Q .y N 'a $ yO ari -0 V3 a y a a -0 = ' > a3O c v N > a• ;- Ca E C a'
•
-U N LE U - 4.7 N a •5c a „ • 4, ". a, ay Tp0 fli
'' � HI O am s ?� VocWro° o C aCa = N C E Y y" O o adYOEO i1 i v °? a ro i w'q a s +ro c La •'-' o T 4 a• p O m- a > y c ofw .4 a ° o rotec otoo Eaiu vaa = s v a:3' tn-a a ue E
iLI C 4. s 0, _0 i ° m m-o 3cO 0 o QZd -•< wa o cu 0y w ;g ta aE a ro ya T a a c ar m o o-d N c y E 7 -0ro ' E • _ a c a w L a a-' a m� VI E-p da y 0 y C •
a ' 0 ,_ a IT O> ro C ?a £ W a s „ > ay fl c ro 'c q a £. T oc =a 'nto a+ m .Vao u C " N O v u CD 7 � 40 a o a a 0 9 7 tN - d .^ E PO O ,. ur, � v,m £ vN, a mr- = - 'E '° �H = -a s .Y v E Q O a iV >^ ac N 2 a 7aa m y O E a c --Ir
= 22a v•a cEQC Z c « a a wa Ee aiart 2 met' m o a e a
ma ; C _a7to y cc atY a+ a n a¢ CY 0- •
_ Zs a t z _a! O s. .a ro vw v N ',7)u -c qE ,s '° a0 W >-t v >.> N da 'Oaya 8 .a, a3va3a .a a a, m"sa 'aO- - aC0 t0 L COt0 y iC ` c ur Vv.r u Ti Q O 'ro ° = u i
mi t fC . 931u 4 O u 'oO - ' O m 0) 0 a.'O c a Cdro .00.1c. ... Ec O t 0 s x aOa,
= E a O a' 2- Z = It`.,: =ro 0 *O o , a ya o 3 a. y= ' ro m a iv- vi a a E
y Y O m-° O a ro a C 0 a maQ 0 N - vambm £ c vEcovE > a vE £ 0 _ O =fo aL'O 0 a.+O 0 we Cn m w = o n cm a u W u -
1FY =q�i' _ _�c o> i'• 7 HD: UUH
y 3>,a ` � 3 3 _ y> E t,'
a c -av+ w
8-7,
-Q q
0 UH
C m i o p v ro uE 05 0 0 .. ii a 0 0M -o cO c a b o o ':>'
Ymc o c c cM a 2 a m
Na 0 -a
=> a ua Tc - L ° O � uOcNa 1 ro a ro 'av _ .000 t'nj cacasCtnm u
2re oo E F-- ° o ` E ro ` -0 w l a CMO O O at u u p
13 cN` „ s. c 'MI '� *47
a aQ tm 3. 02 _ 9 i O aa O vayO t O - w O a a o " = Nor c a ° a LLya t C +yVw 9a3al.° a QyLy 34N ° rGuNmN a ♦- a .L m..c • C a ` a- 7L £ 1 c 0OuQa a 0 i :Al V 3 w w qti ° 03 s 'a ,2 wa O > C -
0y , 77 y 4, Jhy m `v V a �'
a 4) Ci3 � - a CLQ CC Oap uly o+t r. =°1Nro•
=N Wro 'N roOcw C O OC
C- O N 144 TZ..c tc - a C. ia V _ Cap P p- m 1 w f0 y E n u a
C a E N et.Z = y C y Z _ _ = 4 > a,•a =s o a O a N 482 w O O'a a t a Y-7EC 4 c tT, O= aOu Q t�� �ta c amt w l s 01 ma.. a v "0F E Oo vq a= 5 am = u ia c cv a v ` " ° c o a ao d a 0 0: F ro C (0 a fl .- _ c E Zi.LI 4
t'v-° '� °' CV 0. ro a Z
O 7 c C ea 00 E - ? a+ aa 7 it c
iJ 00C C tm 4, -0 L £ a '>fli
a .2 ro NWaroE Oaro >a ? j oq ro a W O i y a a _ �' cN3Sv y O Cfl N C CC Ojq v CVa m a F -cuava0 6. re p a '00
as Z m aOoL •yC � y £ N =V v .IroQ.Np O Z fOyt 0 0 y 4.) O N Ca0y v . ro c � ro, C - ° O n E E > a V ~ y a Q o ' q m y It ma 7 u ... Q o ' ~ u t 0. 0 t- •N O £ To a Ni ~ a v O c� ar = 4oll 0 aa+ p o i w Z a O L w 0cC a ? aty coct .c = o s ., a C 9 Y ~ O c ka 4' +rNd'{ N 47 ro .O, ci4 u 3` a fl. a -- H N mc > m 8 2 y « 2u N •., id,d � E au $ v � avro3c � 4ajZD i ao oY• n2 Z % 3 ' V mtoroyroy •« mm ` ; a5a oo a Y Q1 a t N a "c c vv0 _ $ r Ovo 4) a � H 7 0 Em_ n a) N 4., CyU 3 EA aa_ = toO y 0 O a aW
l= v ro c CcYna QLavi = cro 0'arozzcN ° 'Ta " o 7y ' o v0 S v o N _ a> a y e n _ C s a C > di
aa o> sa 03 ' i c ayvrouC u yv a ysa 'c aw 47ro m am aT a - Y E a uOaH Z _ om ccL roo £s Oo a 4 ' Acoa ? i +, sw "0a - s i c at V+ ma G.O ° yv2 " ° HWEEdDa = roamayYTa voll v Z c m a y v n an to '° a ` .c 'a av3Z > � ,,, _ y a .- Zt7 z a - c aR V- ro 1- 7 9 = . y- C OCaa2- Oua Y u u °._ w ,00 = N x O v7t ? wJ WE m d n vu > ' 1 aa y.. oCp a yyY - m
3. C _ s a N C a C L 0 a ' O tE E > o -c P/
4 .c T. O mc 'n 7ro, 07 '90 , To 'o w 3 C -i .7 - •t - O > _ OO 2 o"t o " a s .-, 0 ,1 W aa aw -C 10
Z9 'Fu uv > 0 O n0 a. 3a0 Ca Oov _ 2 Q aE42 )2 ° 8. ~ n„ '^ u, a -1yy wc � la mm m a COw c°o ` " o i asE �� � spW 2 E o p "
'5' .5, c.a0 o ° 000 itaa ° m7 ' o L'm o o = 5 a� ro ia _ w v3v - y� Ow NE $ y > = oya '6 c
_ aO £ W ~ s C . m >.O Q O a V a a` yW 'm O a c T:. " y 0 ? ? a � 6 4 ta= fl. ZO °m O _ a = i vm ?Op +. Z O"O- Oo Oa o 7 >y Q Eo. k+ a2 w OO , n s Z Y .. wa, a .-' C
Ce ro ro 1 N aiaao ' aCE., - ,_ •" UL C C0 + 'C 2 n ' ' u 0 o o 2 ua u!^ Ov Z
-1
OAvaa �yad i
:�000" O4LsoL _ZF ` 3acE 'aOYt a cmM511 "� a Vsff s ° a i3 J'4OV a 4= WE O DO zQ0Juua O m„1 G to a C '1. 2 7 Wm m ro ro a 4- aH3ro aa WZ a M O vv to EE to a
V o h00 a ro no > 3 :2 "a) o0 d9t 0 0 ' N aW C w ' y O ° u e " a > Aa -i ni n v ri ai ,i ry r •# vi vi r•: » Di 4 >~ r4 ai 4 ui 6 .4 'v M 4 ,-i e•i m ., � > - v .c
O C a c-a as a a c a A OW 6 W c C £ c 1 E I1,
- id
H 00 a0 O 0 = v o a m t p> £ A v aZ et O wG oo
Wu " c a Q o a Oviu L.0 - Yf N N (a L- > c � a• v 62N 0 00
ND 3
= �V O 1- a 1- C g v.
q L 4 u - 04 u >, 13 w E'a -• >•- Sd ZO a+ 2t $ m v oH r )U Z pzCp c y 6 W Ho ♦- mro0y a 3cQ '° 2t w o d � o` -
FOaD mq L ~ 4, yo " y W Y a> p oto r Ni v. ..1 , IAU _ a v > d a > Z _cE � 13 03 - a_ = N i s O i N aa = V u ,� co, L-C 01. Y _ . a n y v = N37 a m OA�`a V a doL nm ao O rom = W a � uL" EaaCy 1nWm to
F�W-71
oZ c=�$ � g roa °t mC y �O'a EcS a '• to
$ up N4 0 u a > s c t tna, = mS a osv � o mm c 2 a vi s ° _
� v = a3N -cwN« = = o c Hc =� o . c u ' v, r- _c a ro - :.'6
a CDd ago c o cy^ ro7LHa : � ao a cr cc a c ;61
-ic Uu oc ,a Oa >z 0 --,-rn_ s•;�=t v> o•- wO £ a w % ro d y y y °H o a3 c 7• 4 = .+Y a � a000 W 'i,uroa y-O0aOa 2 aE u ncO 0 Y.s vjY-.C'a v±Ua H 6 ga•'4 2 5 Z
� �Qa = Ea ,, w v a � a� vpo ? EO ma « m 'o t
-" YU � m O1C $ OC U c+, O ^ o
Qv _� N a � �awi3a 3a yyc `- + � a _ ° =•' oas OYo _ > O Ca G N a V .., C m0 y
c' a� r ta
a y y +• 1 namo� m
yi,y O Em a - mm £ a 7 V
E Eys i J wm E ,4„, -� // dS a =LL aD a E = = a,~ a a y Y a y o C ° 9 OC °, « O OZ 2 `� m O Ja � a o_mro 'no yotc c 5 a C a NOq av 70. C iu Oc ° .° 8 w ao 4U.. € c0 c cy A!z yym� m yya y o �NF+, = E..' °- �� Ea £n -w .; c E za aaQ EO t'C o_....- a"c a c e0`$•G � o m c '
_ccc � c u -o .5 aO C ,-Y o a cw - c o7 E bq vV a .3v 4-1
O UV 3.2 w a m 2 £ ; d •miqro hCc a c .. c ro s c
,-.s, O = E u- E ' = O t• Eo. b ° ta Z 7 = Y yw aaL m Ep c mec 7c �'o cE ` � Srvo o § Nvo d U O
y0 22='1 a a � 3 a.- O.- o o ` E . 0 = a > ataN7-wwv a° a a m ,. c c > aEa, s2 Y, 0 .� $Ou ac n 7-A Em.N- a c nhw c ` ' : q m o vg « aX` oe € n e 1n cCOaC 2- OCd a E I- 7prO"a �E' p Ta 572 CC -O m.2mm-5 v ° Em 0 i ° £ 0 3 W O aU f•xac a a : 0N -oo w 'o o a _ a N m E y c .. a a a O a t ' . C
C af-C , Y o � UxV1 up
ay u ° a s W •va vtw viyT y .. :n tom'o a Ovw V « E v a_ c ..` O _4L1 = c y a7Z c a a >. Em m t,� ` . -~ 9. t '" _ _ _- u d. a.aaEE. 9N � Q0 $ 'p a n ` n yU W -8_ =2u „ G = a«ri CO at a "a Tro_c -0 a ro .c ro -0 cE .m' O ' Ew c m 8'h0 '0, a E a t H 0 u.t a,4 �a C a 1yy v , O EN E «'C .a O NaCN >• >m m W a a ty 'ct a « O _ uNa0«e p D 16 > 3 ` C/D •• 1-4W= 1 T "c c T4c- a = T = avyV Oa) = y ro n E a, ` :'m °' a 2m K Nz 0.i Ri E-yc. E „ s C ro^ ai n' N ._ oE N O aL 8 >'L.5 c H o r 4 « r ' d a +' LC i E G3 y 3 oP . a.mu m ° o � mu a« a o G > aVs wa 8 o a a k m ; sN vm cocmE myu W ¢Z t O v ys� tCro as = O7SN37 Nz 1 ° s �-' u t= sd
CY y - yLO y O w y '.c o Oa • o, .• y -
'� y- m ' O WOa. N _ a 00� O E r1 0�` t7aa's« cS s to
H •-', E O _
O _ • • • • • • ° a3a+ y- O s Z WK a Co � 0..o o7 � m,� CL0p�i a s :m3N « 7 m, ND « 4A o-m d ..
aA> m v mN o a cm o 09caa a 3 0 n=n o w Qw .. a E CamN WU ` 3 y O .+ '- E C) >+ � H
W `n t, 2 c.. L c ,_ 7, 7 C .7.c- 7 5 0 Oa = . E
M V c 0V a 22 0 7 C 7'0L -OsO u 0 U c Et0 a vvO O � "aroq _ vLto ro ro qaQO _ O 3 V v a ta _ = E c 2 Z t0a -' m_ 0 v o mca mON DE a omoaDp - yo=c am- t 2 w-avm a C L t '9p a TT 7 U >. t 'n m D m •0 '-'¢ O a ro 3 u a _ N E � E «t Y 2m um a0n ^ A mtmNm-o5, vEo Y 00 a, MCJ _ _ a q 7 _ u
q 3 a 7n 0, N a c a C•mO P m GOst 'c O = • = m - ''' u 7 = '6a ' W• 0` E 7 t7a e a"c «g o Y L 0, o - d a tica m aq .' aci'- m= 'u c d oE ro o cma a v aG � 3l7O an O c Z l- : ^ ,t W n- a u O C Z N 0aO'c 2 . m D Lm:s m-8oLc ros o '''.a g a ' - c7m yLoc , o -p6i 30 a2m 0. "it
a /]QW wVOg -Hc Otro!3aVt cL , 1 0roE ° cmv 2 S_ aF) 1nO .m N c >`o Cm r E-.a _aC u o ^a A « ' A ac ' d a L c a c ° u E f - � $ O 0 a, ,, 0<Z a mtv7, a a LI c rv, oa-.3 w ic > 3 o a 0 �a u ao w C a•, OO Y .. N . n >a , 4 V c•37 . pO Z p"- 7co v
Vrm im Yomroaro a a
03_ Um 4 z2Y6y Q •n pp >m t
yv hS w u 3 ro C 1, = ,O a a or -as ro= O p m roay o « e s m to O -, vuo D A. , rIFv•v67 E >- Z 'aaa NyO w a 2-'-1 £ yumo �sntm u >-G pO= c "'> � = ro c . am Cro0roroa "Om A 0 r . N Ev mm1 a y V O''E' a `n s ° 'a a� 'o7 7a H m 7VC castO , n aa mmvNa- > s, U 7n c N4 'O .'-'C YN
13
a- 1,WynmUc " va 0 + c c3 avO gOt EG m iVv 9O ~ y a c 0o- •i'V rvl V VI xi .i'V rei V vi.)'.O rl N ni „- IA ,i N ,-1 N Y E L NL =aN avNa4Om Q 1"' a -cT a .9 7N m N_ am aDct• oa D OE ; d O Cc aL ya+ 4) y O o -c f0 '1-. c w n _c V)3M7 £ a S � � H 9 a t aE L• vi -a a+ aro pa H4V =DCpst « a v m .n'a ri_ v, o t daaas N t _ m y am •Nm } V i. T ? a s H 0• C a , c c c c 0 nNN caoaanro a ` E wa) s a aa u m m a L � 7 cola A a.0 ca aa Z Q a3a t a O.. ' , Qa aO-a 3 O.� ca aaS[ L4 O W Z v a ys 01 7 aca.. Gs L m L iLla c CO L a, .-Y Ycyy 'yNada c V a> c 0 a ' c -2V £• ' •V roO O a a =S '/f'4i i 6 c Q v 0=�• Z aI C mm9wao V v{ u 4 4 U. a 0 of OY a Ov".5 ,-c 4113 E ay arti - ' u a it 'p N 2m > , E o ? c c O .n O' sa t0 tp D '-
E 71-
z F- a"� 7 +a y Oc -cl tmoW a- St 0. v '^ ° � '� ac V> G _t I- o x 4
a, oiv7 3au • • • • • p r M N 33f0uE0Cc oaLm~1� Ds _ A ,� oDii , 011 seH Yu Q " 4, V 3 +i " L 17ILJ y- 7 c e oaE uro yy a v E W � Z no a II N l9 'n� LL w a a O O p c m !III 0) N C o n 7 i/ L . ^ n7 N C"; 2 oN C ono' m a aO - NaN ct' >a ` a p'0 v a c2 d w s wa � c U a u.o y, V c ,- u c,.0 -p0 7w of mv a a-C a= 4 9O v, 0 m i QEv, Z i >- 1 c - ,t 43 .1 it'. ,`2 W N C it'. ` pW .nTppWN Q . T_ N O c C _ E 4, 5
t C O• o 'D On O 7 to'a, 16 LL '0 - -C u1nC � �...Iy D a 11 ua, V 0.1 a+
W L '0 a " CL O y ` o p C a y > aO' 3 03 C m
U CU O o - C a W C f a dJU
.. -C y 03-p 5. ¢¢ ° m t -
� t y H 3iy y ~ c7 ts2.2, to t N CD v
w s ` a- V n H 0 a ! J of Cr)N A a
Ii" dmsIa- 1 F EZ En
WZCa $ ct= 41ea map_a„2,,,,_
a,''vs E a - ^Eg �g �a ' z't 33 `032 :°� E d To` ':a." a r� o � v
n v,t a 3 t0 0. 'n.
z
LEGEND JB JUNCTION BOX fI FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
1111 DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION
OO PROP. COR. FOUND POWER POLE LI FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION PROVIDING SERVICES FOR METRO ATLANTA, PROJECT
• 5/8" REBAR SET 4_ LIGHT POLE Q TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION SF SILT FENCE RALEIGH-DURHAM,&CENTRAL FLORIDA R23253-01
O COMPUTED POINT g POWER POLE OO POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE SILT FENCE 6oLDARY. 8024 GLENWOOD AVENUE,#109,RALEIGH,NC 27612
0 R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE ADJOINING PROPERTY LINE OUTLET 1, -thibilAlo 919 363-9226
AL FIRE HYDRANT -( GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE "•r'•' SURVEYORS,ENGINEERS
zone,InC. AND LAND PLANNERS
❑w WATER METER mE POWER METER m TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING CONSTRUCTION `ac5-o',7ot7c ©COPYRIGHT 2024
Ro WATER VALVE o ELECTRIC BOX CNT. CANTILEVER -G- GAS LINE SETBACK LINE ENTRANCE BOUNDARY ZONE,INC.
HARDWOOD TREE WWW.BOUNDARYZONE.COM SHEET
ALLRIGHTSRESERVED
C) MANHOLE El A/C UNIT DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE
FIRM NUMBER:C-3534 3 OF 3
® CLEAN OUT © GAS METER PINE TREE BM BOOK OF MAPS -T- TELEPHONE LINE BG BELOW GRADE
SIGN c� GAS VALVE PG PAGE -250- CONTOUR LINE /,\„ .01