20061223 Ver 2_Site Plan_20070219

~~r~.v, ~ .y,_~._....v::,.,,r ~,r,, _:.rn .~.i~..~.,.~. v.,,.~^;v Tp, aka.~,......~._~ .c,_~.sw...,.W ~~w.~..,r..~,t,.. - ~5~:. i ..e J
. - .t~ T~ 5y,
I i
i F i F
i
NOTE: COMPLETE TOP AND COVER BOTTOM
VALVE BOX SHALL BE CHARLOTTE SLIP EXTENSION WEIGHT LENGTH WEIGHT LENGTH WEIGHT TO DETERMINE THE SIZE OF A CONCR T
y UTL-274, VALVE BOX OR TYLER R E S T PE LPL TA INCH S NT T E Po s HR T UND US AT FI INCHES POUNDS INCHES POUNDS IES 6855. EXTENSIONS A T Y E E THRUST BLOCK, FITT ~ IG PS OF DIVIDE THE TOTAL FORCE BY THE BEARING VALUES OF t
461-A 18-24 60 10 35 15 25 SHALL BE CHARLOTTE UTL-281 A T 1 5 OPS I A W TER P RE 562-A 24-36 80 16 45 24 35 OR TYLER PIPE SERIES 6855. TNR S r UT ER P RES UR S E THE SOIL. THE QUOTIENT WILL BE THE SIZE OF THE ~ I
564-A 36-48 92 16 47 36 45 B L BEARING AR A OF T O C K I N E HE THRUST G BLOCK IN F EET
664-A 39-6 ~ TDT 3 0 106 26 63 36 45 AL POUNDS 8 ~g 3, 5a ~ APPROXIMATE VALUES FOR VAR Y E IOUS T PES OF SOIL ARE I
1/ NOMs 7 2 PIPE DEAD 90° 45° ° ® ~ LISTED IN TABLE.
5 22 1 /2 I, I DIA. END BEND BEND BEND 614 5 2 BEND ' BEND , NO RESPONSIBILITY CAN BE ASSUMED FOR THE ACCURACY
!I n 5 ( 4 2,700 3,$00 2,100 1,100 1 QZ OF THE DATA IN THIS TABLE DUE TO THE WIDE 1,100 530 ?
I ,r 21, 2 3, ( 6 5,600 8,000 4,300 2,200 VARIATION OF'BEARING LOAD CAPABILITIES FOR EACH 2,200 1,100 ` i
2 2s I I ~I e 'j SOIL TYPE.
33'4 ( i 8 9,700 13,600 7,400 3,800 I ( 63, A I I i 3,800 1,900 : ~
s ( i 10" 14,500 20,500 11,100 5,7 i o0 15 ! I 5,700 2,900 . ~ •
A ~ 24 i 12 20,500 29,000 15,700 8,000 I , 000 4 , 000 3
4~s 36 I i ( 14" 27,600 39,000 21,100 11,000 i=,: ~ • 1) THRU LINE:: CONNECTION, TEE BEARING LOAD 11,000 5,400 4 O : 2) THRU LINE CONNECTION, SOIL (LB./SQ.FT.) > ~
( I'4 I I I 14 I I I I I ' ~ 16" 35,700 50,400 27,300 14,000 ' 14,000 7,000 CROSS USED AS TEE
( I I I , I A .-1---L--~--. 171516 rr ~ 18 44,800 63,400 34,400 17,500 , 3) DIRECTION CHANGE, ELBOW MUCK ...................0
~ I ~ ' I 10 ~ ( ~ rr ) 17,500 8,800 4) CHANGE LINE SIZE, REDUCER SOFT C Y.......... LA 1,000
A I ~ 20 55,000 77,800 42,100 21,500 16 I i I I ( I S) DIRECTION''CHANGE, TEE US SI 21,500 10,800 5 i ED LT ...............1,500 o t AS ELBOW SANDY SILT.........3,000
26 i 24 78,500 111, I I I 1 000 60,000 31,600 I ( I ) 31,600 15,400 ~ ; 6 , .r 6) DIRECTION; CHANGE, CROSS SAND ...............4,000 i, (i ~.i.;.. ^,.t
( 1~ I I I i 30 120,600 170,600 92,300 47,100 I, ° 8 2 I I ) 47,100 23,600 USED AS ELBOW SANDY CLAY.........6,000 y •=j~
1 a X 45 i ~ I GUSSET I I I 36 172,800 244,400 132,300 67,500 ''•,t•~~• 7) DIRECTION:: CHANGE HARD CLAY.......... ? 67,500 33,900 ,l 9,000
4 i i I ~ ° REQUIRED I 30 ? 91,000 45,700
90° APART i I i 42 233,300 330,000 178,600 91,000 ( I 1/ I ( I I 3 2 1 48 304,000 430,000 232,700 118,600 ~~a
I ( I i ° r. ? 118,60 'l' 0 59,600
y 45 54 384,100 543,200 294,000 149,000 i ' ? 149,000 75,300 7 i i
6 I ~4 3i 5, I ~ 8 5i 5, 5 q f6 8 16 g
7 5i 6 I s
8112 10 ? 7
i, 104 4
r I
r
i
R/W
STREET RIGHT-OF-WAY I
OR AS NOTED ON PLANS R/W ,
VARIES 5' I 6` TYP. FIRE HYDRANT P.
SIDEWALK - (PUMPER NOZZLE TO BE PERPENDICULAR TO STREET)
1 CURB \ 1 1"
ELEVATI NOTES: ON AS i ~ WA1 SERV WATER 4~~ SERVICE SEWER
SHOWN ON PLANS (1) C/L TO BE PLUMB. IF ADJUSTMENT IS i CURB ~ \ tTYP) SERVICE tTYP)
NECESSARY AFTER PRESSURE TEST, RETESTING MAY BE REQUIRED BY G.U.C. ..•.:~~.P:~~: . ~ 'D• . s' , '
,f e, ' 18 MIN. TYPICAL VALVE BOX ' \ ~ ~ UNDERGROUND ELECTRICAL
24"MAX. (2) VALVE BOX SHALL NOT BE INSTALLED (SEE DETAIL) IN CURB AND GUTTER. e.~., e, ~ E E 6 6` E ; E E E
A• ? . P, FINISH GRADE I ~ I t
~ I - - - COPPER SERVICE, TUBING KEEP LINE R/W _ _ _ _ Q, r V r r r r ---R/W
~ v•v v,o' v' I e, e, ~ e , v ~ . ° . , I o.v.v. .v SLACK D v v y r v v r a, v LENGTH AS REQUIRED 1 "TUBING TO WATER MAIN r • r • ® r .
~ I KEEP LINE PROVIDE ROCK COPPER SERVICE, TUBING CORPORATION STOP PER WATER SUPPLIERS D a' ' v v' v' ' SPECIFICATIONS ° 5 , ' S' r v ~ ; D r v ~ ; r, ° 5 FOOT WIDE SIDEWALK r,
SLACK SPILL AROUND LENGTH AS REQUIRED LOCKED 1 TUBING I NOTES: 1 "TUBING TO WATER MAIN ~ 0 v > •p ~ r ; e `'v ' D D .'.0 r p ' r r a) ~ r D' a® r D r, v 1 r p ~ Q ®D'
WEEP HOLES HYDRANT TEE CORPORATION STOP PER WAT SPEC PER WATER SUPPLIER'S I t1) METER BOX TO BE FURNISHED AND INSTALLED BY THE UTILITY SPECIFICATIONS ~ CONTRACTOR. 1
I NOTES: WATER MAIN I o I I t2) SERVICE SADDLES SHALL BE USED ON ALL WATER LINES I 4 AND SMALLER IN DIAMETER. 1
u I t1) METER BOX TO BE FURNISI v, v 6 PIPE I CONTRACTOR. 0 BE FURNISHED AND INSTALLED BY THE UTILITY I t3) SERVICE SADDLES SHALL ALSO 8E USED ON 6" AND LARGER VARIE'S I I PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS RIE'S
• ' v I I t2) SERVICE SADDLES SHALL I p ~ ~ ~ I 4" AND SMALLER IN DIAMI DLES SHALL BE USED ON ALL WATER LINES ~ 5.~ OF AWWA C-900. CLASS 150. LER IN DIAMETER. ~ i ~ t4) MINIMUM COVER OVER SERVICE LINES SHALL BE 24". B 1
,,v v o ,v v I t3) SERVICE SADDLES SHALL NOTE: DLES SHALL ALSO BE USED ON 6 AND LARGER (5) METER INSTALLED BY BELL ARTHUR WATER CORPORATION AINS WHICH DO NOT MEET THE REQUIREMENTS UPON APPLICATION AND PAYMENT OF FEES AND ACCEPTANCE
GATE VALVE i ~ I PVC WATER MAINS WHICH I I~ 5 0 OF AWWA C-900. CLASS 1! UNFORMED t4> MINIMUM COVER OVER SER' 00. CLASS 150. OF THE WATER SYSTEM. ER OVER SERVICE LINES SHALL BE 24". ~ 2 FOOT CURB AND GUTTER SECTION
SLOPE TOP OF CONCRETE CONCRETE i i t5) METER I NSTALLED BY BELI TO PROVIDE DRAINAGE UPON APPLICATION AND P. LLED BY BELL ARTHUR WATER CORPORATION ATION AND PAYMENT OF FEES AND ACCEPTANCE e
FROM HYDRANT DRAIN. OF THE WATER SYSTEM. R SYSTEM.

EUICE ~OCATI0~1 AT SIDEWALKS
i i a a
i t
MANHOLE RING AND COVER
FINISHED GRADE (SEE NOTES) TOP OF PAVEMENT NOTES:
1) WHEN INSTALLED IN PAVEMENT 2 0 ~~2 GROUT ~ MANHOLE TOP SHALL BE FLUSH
1-GRADE R I NG W I TH PAVEMENT. MAIN TYPE CONNECTION COI~IENTS COI~IENTS MAIN TYPE CONNECTION COMMENTS 1-STEEL SPIDER ASSEMBLY AS SHOWN
TYPICAL MANHOLE STEPS (SEE NOTE> TAPPING IN ACCORDANCE WITH THE MANUFACTUR THE MANUFACTURERS RECOMENDATIONS. 'ONE REO'D. UNDER THE CONNECTION. ABS TRUSS TAPPING IN ACCORDANCE WITH THE MANUFACTURERS RECOh~NDATIONS. REQUIRED PER JOINT OF D.I.P. FARBICA SHOWN FARBICATE
' ( @ 16" 0/C ) 2 ) THE D ISTANCE FROM THE TOP ABS TRUSS SADDLE MIN. 4" N0. 57 STONE REO'D. UNDE OF MANHOLE R I NG AND COVER PVC TRUSS GASKETED IN ACCORDANCE WITH THE MANUFACTUR WYE MIN. 4 N0. 57 STONE REO D. UNDE SADDLE MIN. 4 N0. 57 STONE REO D. UNDER THE CONNECTION. AFTER BORE IS COMPLETE. CONSTRUCT THE MANUFACTURERS RECOMENDATIONS. GASKETED IN ACCORDANGE WITH THE MANUFACTURERS RECOMENOATIONS. 'ONE REO'D. UNDER THE CONNECTION. PVC TRUSS WYE MIN. 4" N0. 57 STONE REGD. UNDER THE CONNECTION. SPIDERS AS NECESSARY TO PROVIDE JSTRUCT
SEE SPECS AND FINISH GRADE MAY VARY GASKETED IN ACCORDANCE WITH TH PRECAST WIDELY. (SEE PLAN) PVC SDR 35 WYE MIN. 4" N0. 57 STONE RED~OFAUNDE THE MANUFACTURERS RECOMENDATIONS. GASKETED IN ACCORDANCE WITH THE MANUFACTURERS RECOh~NDATIONS. STEEL DESIGN SLOPE THRU CARRIER PIPE. (VIDE 'IPE.
ECCENTRIC CONE FOR JOINT REQUIREMENTS 'ONE REO 0. UNDER THE CONNECTION. PYC SDR 35 WYE MIN. 4" N0. 57 STONE REO'D. UNDER THE CONNECTION. E N C A5 EMENT PIPE
DEPTH VARIES 3l EXTEND PIPE INSIDE MANHOLE RiW R~ NOTE: NOTE: Riw (1 " MIN. CLEARANCE W CLEAN-OUT TO BE SET 1' TO 3' ABOVE
FLEXIBLE SLEEVES AT AS REQUIRED WALL 2" DEPENDING ON PIPE vARIES 5' ' R ( SEE PLAN ) S IZE. SIDEWALK POINTS OF PIPE ENTRY. CLEAN-OUT TO BE 5ET 1' TO 3' ABOVE R FINISH GRADE. 1LK FINISH GRADE. u 1 MIN. ~IN° STEEL ENCASEMENT PIPE
(SEE SPECS.) "D" - - CLEARANCE° ~RE~JCE~ 8" x3~a" THICK STEEL PLATE
GROUT 4l MIN. (1) GRADE RING REQ'D. CHANNEL IN NON-PAVED AREAS. NO CURB AND GUTTER _ CENTERLINE OF ~ TYP.
PRECAST BASE GRADE RING REQ` D. IN PAVED PAVE~NT ~ :••.~.'r~" FINISH GRADE CURB AND GUTTER FINISH GRADE SANITARY SEWER ~ (D.I.P. REQUIRED) ~i PAVEMENT - - - STEEL PLATE SHOE
SLOPE (1" PER 12") AREAS EXCEPT AS NECESSARY ` (EXTENDED BASE SECTION ° o , FOR MANHOLES GREATER TO MEET FINISH ELEVATION. ~ ~ e f ~ ~ SANITARY SEWER
THAN 12` DEEP) 6" 3' TO 5' ~ TO _5 ~ DEEP DEEP (D. I.P. REQUIRED)
~ r MIN. 5) NO MORE THAN (2) GRADE ~ RINGS SHALL BE INSTALLED. SCH 40 PVC DWV SEWER SERVICE PIPE COA~ND A~ IBENDYE 7MBINATION WYE COMBINATION WYE u AND ~~e BEND SCH 40 PVC DWV SEWER SERVICE PIPE AND BEND ENCLOSE WITH/8 3~4" DIA. x 4" LONG
4000 PSI CONCRETE 6" Q 1.Ox MIN. GRADE IASTM D-2665, D-1785) e R 2" #5Z STONE c+ 1.Ox MIN. GRADE (ASTM D-2665 D-1785) B ICK MASONRY BOLTS W/HEX NUTS EA. SIDE OS SPIDER
12" MIN. CRUSHED o0 00 100% COM QCT 0 o pRt~s s WEEP vaR1E HOLE
AGGREGATE BASE o 0 o PIPE SIZE "D" ~ ® ~ SCH 80 PVC ~ . . SCH 80 PVC CASING SECTION CONTINUOUS WELD BOTH SIDES {TYP.)
~ LESS THAN 20 4 - Q ADAPTER COUPLING / 22~~¢ BEND 20" OR GREATER 5'- 0" f," i ID ~ ADAPTER COUPLING i, STUB OUT 1 PAST WYE AND / 22 BEND STUB OUT 1' PAST WYE AND INSTALL SOLVENT WELD CAP INSTA 5
22 ¢ UNDISTURBED GROUND 30" OR GREATER 6'- 0" + ~STSTi 22ft~' Lt OLVENT WEl6 CAP NOTE
L TO SE 1 ~ UNDER 078ETOINSTALLED + ' #57 STONE ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS UNDER SERVICE PIPE J ~ ~ UODBE INSTALLED COATED AFTER FABRICATION. N ER SERVICE PIPE
i SEE ABOVE CHART r SEE ABOVE CHART STEEL ENCASEMENT TO BE INSTALLED IN
SANITARY S EW ER SE V R IC E ACCORDANCE WITH PLAN. ALL REVISIONS RVIC ED TA E IL END ELEVATION
SANI Y TAR S EWER S ERVIC DETAI L AND MODIFICATIONS REQUIRE PRIOR APPROUAL.
(WITH SID EAK) WL ELK ) (NO SiDEWA K) L
%BORE DETAIL
NOTE:
INVERT FOR SERVICE LINE IN MANHOLE OLE
MANHOLE RING HANDLED SAME AS CARRIER PIPE.
AND COVER
FINISHED GRADE (SEE NOTES) TOP OF PAVEMENT NOTES:
- ~ STEEL TROWL FINISH 2 ~ _ 01f _.i~ „ - 1 ) WHEN I NSTALLED I N PAVEMENT 1 " PER 1 FOOT
~ 2 GROUT MANHOLE TOP SHA F LL BE LUSH
1-GRADE RING WITH PAVEMENT. TYPICAL MANHOLE STEPS (SEE NOTE) REVISIONS
2) THE DISTANCE FROM THE T 16 0/C) OP E.-' BY N0. DATE DESCRIPTION
OF MANHOLE RING AND COVER SEE SPECS FOR JOINT REQUIREMENTS ~ y ( AND FINISH GRADE MAY VARY , y ~ • r WCO 1 08/28/06 REVISE SEWER
PRECAST CONCENTRIC ON LESS THAN 12 ) . WIDELY. (SEE PLAN) ~ ~ ' ,,l ' ECCENTRIC CONE ' ~ FINISH GRADE
~ DEPTH VARIES 3) EXTEND PIPE INSIDE MANHOLE o v, a , e a ~
FLEXIBLE SLEEVES AT AS REQUIRED WALL 2" DEPENDING ON PIPE / FINAL
POINTS OF PIPE ENTRY. (SEE PLAN) SIZE. (SEE SPECS.I "D" o~ BACKFILL
GROUT 4) MIN. (1) GRADE RING REQ'D. i
CHANNEL IN NON-PAVED AREAS. NO ' 2-WAY 3 OR GRADE RING REQ 4 D IN PAVED 0R - 4 WAY
SLOPE (1" PER 12") AREAS EXCEPT AS NECESSARY STRAIG T H SPRING ~ ~ tr ~ 1 - O
INTERSECTIO N INT ERSE PRECAST SASE TO MEET FINISH ELEVATION. NOTE: lTERSECT I ION NITIAL LINE i SELECT BACKFILL BA KF C ILL r_ _ _
t r 5) NO MORE THAN (2) GRADE WATER & SEWER DETAILS
~ RINGS SHALL BE INSTALLED. ACCURATELY SHAPE THE INVERTS TO A SMOOTH SEMI-CIRCLE CONFORh 4000 PSI CONCRETE--> 6" INSIDE CONTOUR OF THE ADJACENT SEWER SECTIONS. ALL ENTERING E _E CONFORMING TO THE _NTERING BRANCHES AND HAUNCHING ~
o0 0o g o CHANGES IN DIRECTIONS SHALL BE FORMED BY A CIRCULAR CURVE IN 12 MIN. CRUSHED GRANULAR EMBEDMENT ZONE CURVE IN THE INVERT (N0. 57 STONE BEDDING)
100% COM c T 0 0 OF AS LARGE OF A RADIUS AS THE SIZE OF THE MANHOLE WILL PERM1 AGGREGATE BASE o 0o PIPE SIZE D IN SIZE AND GRADE OF THE CHANNELS SHALL BE MADE GRADUALLY ANC WILL PERMIT. CHANGES BEDDING (4 MIN l )DALLY AND EVENLY. THE
LESS THAN 20" 4'- 0" INVERT CHANNELS SHALL BE FORMED DIRECTLY IN THE CONCRETE OF 1 ~RETE OF TH FOUNDATIO (MAY NOT E MANHOLE N BE REQ D.) STONE TO BE THOROUGHLY
\ e 20 OR GREATER 5 - 0 BASE OR SHALL BE BUILT UP WITH BRICKS AND MORTAR. THE FLOOR C ~E FLOOR OF THE MANHOLE - COMPACTED UNDER PIPE TOWARD THE CHANNELS ``~,~`~~~t~touerrCtreuuu~i®,,,~ ~ o® WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA `\`q~\••e•~•e•0j ® o
30" OR GREAT R OUTSIDE THE CHANNELS SHALL BE SMOOTH AND SHALL SLOPE TOWARD 1 UNDISTURBED GROUND E 6 0 NOT LESS THAN ONE INCH PER FOOT, NOR MORE THAN TWO INCHES PEF INCHES PER FOOT.
®QQ~ y,~<q % OWNER KENNETH SMITH DESIGNED: WKM
SEAL ~ ADDRESS 3815 EMMA CANN®N ROAD
FO R VIT RIF ID C AY L P IPE, #PE1 DRAWN: JHT • ~ AYDEN, NC 28513
ABS AN P VC TR SS U P IP E
b ~'°••FNGIN~~••'~~~` PHONE PHONE [phone] t;•••••®•••,P ~ APPROVED: WKM
°°°°~ir~~i11111i1i1~e,,~```` DATE: 2/10/06
I~ALPASS & ASSOCIATES
o 1645 EAST ARLINGTON BLVD., SUITED scALE: NTS
°°P GREENVILLE, N.C. 27858 WILLIAM K. MALPASS, P.E. 16823 [phone]
SHEET it OF 11
e ° M.~d n~p700_p799~'776 -Reed Branchs Church & Loftin (W~nterville)Kenneth Sr~ith 776con.d n 9 y ~ 9
4810911, PM 2/16/24Q7
_ _ _

.s, :.'W_ 'i~'2.~Fi~.u...,";" 1 i1.~..._ 1 p.W....+.~~r. - :-~iit_ 4.~~.:.L'~'.~Y ......~..l~~i --i. tsx:c_e-'•_.scr~i,~.'ae:.:.,..:~. x rr- c°~~:;;':.:-:; ~ -^~'r;Rra
CAPITOL FOUNDRY
Ei-840.03 PATTERN NO. 11523
OR APPROVED EQ USE ON UAL FRAME4 GR E „ „ FRAME° GRATE AND HOOD NOTES: NOTES:
# „ „ 6 FLAT GRADE 8 6 „ F 4 V BARS „ „ „ 3 6 #8 W BARS EQUALLY SPACED 2% AND UNDER X 1) MORTAR JOINTS " " T 1. SEDIMENT CONTROL STONE 2 e HICK CLASS AA CONCRETE TO BE USED. TROL STONE SHALL BE N0. 5 OR N0. 57.
EQUALLY SPACED 2" 12 i~ „ 3 S 1 z - - 12 2. WIRE MESH SHALL`` BE HAf ALL`` BE HARDWARE CLOTH 23 GUAGE MIN.
BACK OF CURB- - - DEPRESSED Y 2) THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. AN g D SHALL HAVE.., 4INCH 8„ 8" VE i~4 INCH MESH OPENINGS.
fi A Y GUTTER LINE ~ i iii 3) ALL CATCH BASINS OVER 3'- 6" IN DEPTH SHALL BE PROVIDED 3. TOP OF WIRE MESH SHALL MESH SHALL BE A MINIMUM OF ONE FOOT BELOW
H' R ~ R 4 , „ ~ "U" BARS 3- 0 3- 0 B H' WITH STEPS 1'- 2" ON CENTERS. THE S 0 H OLDER OR ANY D. ORI ANY DIVERSION POINT.
F ~ iii EQUALLY D 4) CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO 4. STEEL POST SHALIL BE 5 HALL BE 5 FT. IN HEIGHT, BE INSTALLED
SPACED • • BRICK WILL BE PERMITTED. 1.5 FT. DEEP MI'NiMUM, 6 ANGLE TYPE. MI'NiMUM, AND BE OF THE SELF-FASTENER
f ff~ LEVATIO N - - NORMAL CURB AND GUTTER X r ,r Q o 5) FOR 8 - 0 IN HEIGHT OR LESS USE 8" WALL. OVER 8'- 0" IN
S ON LIGHT GRADE „ , „ 0 ® 5. WOOD POST SHALL... BE 6 f HEIGHT USE 12 WALL TO 6 - 0 FROM TOP OF WALL AND 8 o TO 1.5 FT. op DEEP; MINIMI ALL BE 6 FT. IN HEIGHT, BE INSTALLED EEP, MINIMUM, AND BE 3 INCHES IN DIAMETER.
3" P AN SE TI C WALL FOR THE REMAINING 6 0 0 SE TIO C N X X o 0 0 6. POST SPACING SHALL BE SHALL BE A MAXIMUM OF 4 FT.
TOP 0 F S~ AB PLAN 6) LEAVE WEEP HOLES AS DIRECTED'; BY THE ENGINEER. Q o 0
5, _ 0„ 5, _ „ 0 00 0 0 0
0 0 00 00000000 0p 400°
~ i I E ~ FLOW I ~ ~ „ „ „ o p O 0 0 . ®®00 0 ®o 0® 0 0 0® 00 _ o
„W„ S ~ I 6 8 6 BAR 0 0 0 0 0 00
#4 "V" BARS 12" DEPRESSED CURB LINE " 5 0 o 0 0
6" DEPRESSED 4 „U" BARS - - - H 8 Y d ®0 r. p
CURB LINE , „ STEP D. 00 00
8 8 6 r` ~ , z P LAN i„ H _ H g g ®0 D 6 Z „ o v , H 8 0 o v ® o a o p 0 0
~ - 1 2 CURB AND GUTTER W/CATCH BASIN i ~ SE CTION RR B o D ® 9 ~ ~ 0
OUTLET D ON STEEP GRADE i ° ' ° ' ° STEP E „ ®0 v; 8 8 , G o ~0® o®®
a v E H 0 ~ v ® r c ®o® o r 0
NORMAL ~ H' #4 r, E D o v• ~ v• '.v•D H Oo v. Dr, Dr„D D 0 a'D ° 000 t•••°•~'°• OO
„ „ ON 10 GUTTER „ , U BARS USE 6 ApE MAX. LINE C o „ 0 0 ~~4 WIRE MESH SH po0 )'4" WIRE MESH 0 0
EOUALLY 6 GR _ SECT Y Y N SPACED 2y, AND OVER 3„ - 0 0 p0® 00®0 ®o®° 0 00°0000
3 - , 6 i 0 0 „ o ®0 0 0 0®0 00
- 6„ 6 6 0 0 0 00 0 o OOVO o 00000
• • ~ DEPRESSED GUTTER LINE la1 ~C T. r, , „ S E T ON J 0 ® o ON J -J N - o E D EL VAT ION SECTION M M SID 4,_
~ - 12 5 0 1 f'2 WHERE 30" F E E~EV ATION 0 ® SEE WHERE 30" TO 36" PIPE I 0 0 S USED WHERE 42 TO 54 PIPE IS USED 0 POST DESCRIPTION lR ; _ :PTION MAXIMUM
0 Q POST
S - Oo 0 , 0 2 0 2' SPACING
NSS ELEVATION NORMAL CURB AND GUTTER SEDIMENT CONTROL
ON STEEP GRADE E~ E STONE d 2 SEDIMENT CONTROL
'i FLOW E o ~ ,FLOW FLOW STONE 2' o Q Q o 12„
I ` ° I I i • • • e.
DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN ~'I I : • €I I ~ J
DIMENSIONS OF BOX AND PIPE REINFORCEME T COVER N CUBIC YARDS BRICK MASONRY ~ J g ° • AVERAGE BOX ° • AVERAGE BOX ~ • ~
PIPE DIMENSIONS - - ~ I SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT BARS U BARS-V BARS W TOTAL OF CONCRETE IN BOX H i D A B C G MIN. H' HZ E F NO. LENGTH NO. L N0. L LBS.i!TOP SLAB FLOOR TOTAL CU. YDS. PER FT. OF HEIGHT F I J 1-- i r~ DIMENSION A ~ VARIABLE F M I: M 1.5 DIMENSION
15" 3'- Qa 2,_ 2u 2,_ 6r, - 0.281 0.281 0.802 i I A F I B i 6 6 1.5' VARIABLE 1.5' 2.0' G~, 6„ I ~ G„
18" 3'- 0" 2'- 2rr n - - 0.321 I 2 10 0.281 0.281 0.909 , I ~ FILTERED FILTERED
„ , „ „ r „ ABOVE MINIMUM H -1 24 3 - 0 2 - 2 3 - 4 - - 0.281 0.281 1.070 l! 1- 1l l- Il 1- 1, !I ll l- 11 ,J „ 1 1/ ~ 4T WATER WATER
30 3 0 2 2 3 4 3 2 1 10 4 4 4 1 6 3 4 1 3 4- 1 45 0.147 0.374 0.521 1.306 I I I I I I i
36" 3'- 0" 2,_ 2e 3,_ n n w n a a n 10 3 8 ~ 2 4 4 4 4 2 0 4 4 1 3 4 1 49 ~ 0.187 . ~ 0 415 0 602 1.586 42° 3`- 0" 2'- 2" 4'- 5" 4'- 4" 2'- 1" 3,_ 6„ 1,_ 0.321 I
ti 4 9 3 3 3 3 3 3 38 0.135 0.373 0.508 1.811 z „ „ „ ~ „ „ „ ABOVE H 48 3 0 2 2 5 0 4 10 JP 2 8 3 6 4 2 6 4 3 3 3 3 3 40 i 0.173 0.410 0.583 2.146
54" 3'- 0" 2'- 2" 5'- 7" 5'- 4" 3'- 3" 3`- 6" 4 3'- 0" 6 3'- 3" 3 3'- 3" 48 ! 0.211 0.448 0.659 2.510 P LAN PLAN
Y -Y ~-Y SECTION A-A
NOTE:
INSIDE BOX DIMENSION 2' x 3' UNITED STATES FOUNDRY - JAL FLOW MULTI-DIRECTIONAL FLOW
USF 4105-6220 FRAME & GRATE
OR APPROVED EQUAL FINISH GRADE
• r• r r,D p ,D p
STORM PIPE `p r ~ r • r r 4 4
o ~ 1 HR 4 P DRAIN o 0 o ~ o p o o
0 0 0 0
- ® o o - - o 0 24"
®CLASS B o o f o RIP RAPo 8 BRICK WALL I~JL.ET SEDIMENT TRAP 1~YPE "C'°
- ®0 0 in - ~ s 8'- 0" MAXIMUM
~ o ~ ®0 Oo 5' SO (TYP) TYF o o ® o TYPICAL SPACING 8 - 0
0 ~ 0 FLARED END o 0 0 ~ o 0 0 PIPE 3000 PSI
SECTION 3„ CONCRETE SLAB
e ~ ~
STEEL OR SILT FENCE „ ® D r®~ D p D p, S $ r ® r , D r ILT FENCE r r r . ,•r, .•r• .•r•
Q WOOD POSTS Q 0
0
FLARED END SECTION 0 3`- 10"
I
{ WIRE
FABRIC SILT FENCE
0 O F GRADE VARIES
~ 1 s N~ s / Oo
~ 0 ~ , .g~, I 0 0.02(MIN.I 0.08(MAX.)
\ o CLASS B ~ ~ / ~ 0.04(NORM.I w
RIP RAP , . PLAN VIEW , ~ / O ~a 1 i, i, i SIOENAIK 1155 STD.1 b 8
/ i FILTER \ ~ ! i i ~ ~ ( r----SEE SECTI 11 II ----SEE SECTION A-A I ( I I UTILITY STRIP DROP CURB 0.011MIN.)
FABRIC STEEL OR WOOD POST f TYP l ~ FOR TYP I C FOR TYPICAL SILT I I I I FENCE INSTALLATION. I ~ I STANDARD 0.04(MAX.) ~ „ CURB & GUTTER OR pARNING ob Es 0.02INORM.I 4
(MAX. 8'- 0" O/C SPACING) FENCE IN5 ROLL CURB ~ p ISEE PLAN?
E ~ EROSION P TYPICAL POST SPACING , ~ , ~ ,
WIRE ~ I i ~ CONTROL FABRIC - - FABRIC Attu estu YHtf AhCAl 1UN ~5 r, ~ ~ X
3'- 0" EROS i EROSION ~ `9~~ N,
LHEIGHT I 1 CONi II EXCEPT FABI CONTROL, LIME ----------------------------------2 TONS/AC. FABRIC ~ A„ SECTION B-B
AROUND .INLETS I I 10-10-20--------------------------------1.000 LBS./AC.
6„ ~ 0-20-0 -----------------------------------500 LBS./AC. 0 SIDEWALK 6'-~" 3'-~' s'-o' TOP OF
MAX HEIGHT I 3'- 0" AT INLETS I I UNLESS s'-o° ~ STRAW MULCH --------------------------------2 TONS/AC. UNLESS ~ f AFTER SEEDING ) ELEVATION TAANS~ITION o e 1RANSITIO#I I CURB
TO ALLOW ( ( OTHERWISE FOR OVERFLOW I I FILL NOTED OTHERWISE STEEL OR WOOD POST NOTED ~ (MAX. e'- 0" 0/C SPACING) ASPHALT TACK 200 GAL. /TON as ON PLANS i OF MULCH
I~2' EXPANSION JOINT I I WITH ON PLANS ( I EARTH P`'@~p~~ VARIABLE SLOPES NOT GUTTER
r FI 5 F[LL ~ P TO EXCEED 12:1 (8.33x) SECTION A-A
~ W I 1 i 0 / \ EAF wcrH ~ SEEDING MIXTURE EARTH ~
t I 0" 0 i ~ I I I~ (FEBRURARY 1 - AUGUST 30)
l ~ y V / t i ~ ~ i ~ ~ ~i t I I I I /0„ ~,_o„~ V~ TALL FESCUE -----------------------------50 LBS./AC.
_ ~ o ? ~ PENSACOLA BAHIAGRASS ---------------------10 LBS./AC. ISOMETRIC VIEW
t ~ I I TYPICAL I I _ ~ t 5' \ , ~ ~ 'i 3,- 0„ I I DROP I I \ ~ ~ KOREAN OR KOBE LESPEDEZA (SCARIFIED) 50 LBS./AC. EXPANSION JOINT
0'' MIN I I INLET I I ~ ~ I I oR i I ~ , _ ~ NOTES: i i (MAY 1 - AUGUST 31) NOTE: A PORTION OF ONE OR 80TH RAMPS MAY EXTEND OUTSIDE THE RETURN.
M BURY I CATCH I 1 I BASIN I N n ~ II II ~ ~3~- o° TALL FESCUE ---50 LBS. ~AC• DE1ECTpBLE WARNING DOMES SHALL RA1.~ FLOOR AS SHOMN ON THE DET ~ MIN WEEPING LOVEGRASS -------------------------5 LBS.~AC. 2 ORTDAPK70N{]GHTASEUUENCEICOVE ~ ~ BURY ING DOMES SHAII COYER 2'-0' LENGTH AND FULL WIDTH OF THE HOWN ON THE DETAILS. Z E%PANSION
8 I, S I I I I 2 EXPAN ION JOINT I i I I RAST VISIBILITY WITH ADJOINING SURFACE, EITHER L[GHT-ON-DARK, JOINT T SEQUENCE COVERING THE ENTIRE RAMP. ' ~•s e~,
t ~ CURB & GUTTER I I a ''o' . v ''o• ' ® _ •o~ ' v i l t I > , TYPICAL SILT L SILT ~ ~ KOREAN OR KOBE LESPEDEZA (SCARIFIED) -------50 LBS.~AC. RAMf'WIDTH AREA IS VAftI , ° NTH AREA IS VARIABLE ~ SIDEWALK
I I I I FENCE SECTION r , I I i CE TION BROWNTOP MILLET -------------------------25 LBS./AC. ii
(SEPTEMBER 1-JANUARY 31) O O O O _i TALL FESCUE -----------------------------60 LBS./AC. ~ O O O O KOREAN OR KOBE LESPEDEZA (UNSCARIFIED) ------60 LBS./AC. 0 ~ ~ ~ 5` 0 0' W5~8' / 5 8' 5.0'~
t ERAME® GRATE ~ HOOD t BASE DIAMETER 6' 0.0' 6.8' 6.8' 6.0' 0.90 R TO 1.40 R
SECTION A-A ~ ~ e e, Q ~ p T' 0.0' 7.8' 7.3' 6.5' TOP DIAMETER OF NO LESS 8' 0.0' 8.8' 7.3' 6.5' Q THAN 50x TO NO MORE 5' 2.0' Z.8' 7.8' S.0'
~~o. r, r, r RYE (GRAIN)---------------------- --25 LBS./AC. 4 0 0 0 O N C E D E T A I L FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC. SERICEA LESPEDEZA ~ O O O O AND 15 LBS. WEEPING LOVEGRASS. Qo (o ~o THAN 65x OF THE BASE 5' 2.5' 8.3' 8.1' 4.8' DETECTABLE ~ DIAMETER 5' 3.0' 8.8' 8.3' 4.4' WARNING °
~ 1~ 2 rt O O O O ~ ~ ~ ~ r DOMES . 0 0 0 0 5 3.5 9.3 8.4 4.1
E RtAgl. ,O~ I 5' 4.0' 9.8' 8.6 3.8'
VA t0 20 SEE 5 5' 4.5' 10.3` 8. T' 3.4' 5' 5.0' 10.8' 8.9' 3.1'
0.9 TO t.q ' ~ '`oV~ PLANTINGS ry~ t a 2.4 PRECAST CLASS "B"
CONCRETE B =DISTANCE FROM FRONT EDGE OF SIDEWALK EXPANSION TO BACK POINT OF 12:1 t 8.33x) SLOPE. PLAN VIEW JOINT
ON BERM PERMANENT SEEDING SCHEDULE ~ BACK OF SIDEWALK DROP REQUIRED FOR ALL DUAL RAMPS
SIDEWALK SLOPES. ANY RADII
DETECTABLE WARN I 5' WARNING DOMES ABACK OF SIDEWALK DROP REQUIRED FOR I40"MIN. FLOOR WIDTHI SIDEWALK SLOPES 0.04.
DRAINAGE EASEMENT (SEE PLAN FOR WIDTH)
STA~JDARD WHEELCHAIR RAMP
9r ~ p,:~ d
' 3 A;1 q. ~ 3'
~ s, REVISIONS
BY N0. DATE DESCRIPTION
lip" RADIUS 8" -18" WCO 1 08!28/06 REVISE SEWER
3"
RADIUS i
® ~ ~ ® I~g' RADIUS
D ~ a
12" ~ _ v ~ ~ TYPICAL BERM SECTION B-B
' ~ ~ v ~ ~ r

24" DRAINAGE, GRADING & PAVING DETAILS
32' B-B ~1~~~~.~°~~ 1E ~~T1~1~~V~~~~
6"x 26'x 50` # 57 WASHED STONE 50' 1 STONE
0~~~~`~`,,,"`~~,CA'IIII~,~~~//// WINTERVILLE TOWNSHIP ~ H PITT COUNTY NORTH CAROLINA
••4 ,a.< /~i .®~1®. i OWNER KENNETH SMITH
• p. .e. ~ ~~eQ s DESIGNED: WKM e
~ ~ o ~ d SEAL
u rr 24 CURB AND GUTTER 24 CURB A !4" CURB AND GUTTER #PE1 ADDRESS 3815 EMMA CANNON ROAD DRAWN: JHT ; ° AYDEN, NC 28513
°..,FNcj~E~~,.~•~~~ PHONE PHONE [phone] APPROVED: WKM
~/I,/~~~~iMUSiE1l~i riMit10```°
ENTRANCE ~ MALPASS & ASSOCIATES DATE: 2/10/06
1645 EAST ARLINGTON BLVD., SUITED SCALE: NTS
GREENVILLE, N.C. 27858 WILLIAM K. MALPASS, P.E. 16823 [phone]
SHEET 14 OF 11
M,~d n 700_p799~P776 -Reed Branch, Church & Loftin (Winterville)Kenneth Smith ~76con.d n 9 ~p y ~ 9
4A?Os31 PM 2/6/2007
_ _ _ _

E-
f 4
Y
r
. ~ .
fIELO DRAIN TIt

w1
~ - ~ ` = CLEAN OUT POND
AND FILL WITH SELECT BACKFILL
A~JW ~
\'9+Nl~Ti._. ~a , r
CLEAN OUT F CLEAN OUT ,
OITCH'S ANO FILL N[TH ;1 - ~~x.~' SELECT BACKFILL DITCH'S ANO FILL W[TH SELECT BACKFILL
G era , fdEl.D DRAIN TdtE TO BE REEVED
I
r.
FIELD DRAIR TO B ~!'J ELD DR,~IN TILE B E RE~C?VED
, ERE VE 4
C~
y r r
FI ELD ORAIN TILE TD BE REi~pVED y°
, ~ ~
o
a r Ay s~
~ ~ / _ .
°~w i' CLEAN OUT DITCH f AND FILL WITH - SELECT BACKFILL
y~r~~

~e ~o - ~ ~ ~d _
r y~

~ ti < e `~w
r ~
. F~ F,~ e ~ r~ FIELD DRAIN TItE TO 9E REMOVED
o ~ ~ ~ s
FI ELD DR~41N TILE f
TO BE REMQVED ~ s ~r ' CLEAN OUT DITCH
d ~ S AND FILL WITH SELECT BACKFILL
s ~`a
y, ~ .Q
L} i v V~ f1E10 DRAIN STILE ,
t ~'t~i _ ~ 1
_ P r
C
,i'
® ; - _ - FIELD DRAIN TILE- , . A,, o
, _ TD BE REEVED SELECT BACKfILL
1 ~ ,
~a p~`e e ~ a~~~ e'~i `L A~ e
~
i
rq~~ .v F~
A. / r. - ® d
1 , B
~s
FIELD DRAIN Tlt r" ~ I ~ TO BE REM~VE~'~ ~ ~ ,
7 ~)e, n - ~ CLEAN DUT DITCH , AND FILL WITH
- o SELECT BACKFILL

J
~ CLEAN ~!T DITCH AND F[LL MITH
'W ~ SELECT BACKFILL '
aerY~°°°"`i ~ A

<sosm~'~,- ,
r, . z..„,~ l d i
Y
REVISIONS
BY NO. DATE DESCRIPTION
WCO 1 08/28/06 REVISE SEWER
t
LL.
APPROXIMATE FIELD DRAIN TILE LOCATION
~]~®~~.~T~N~ ~~T~~~V~~~®N
~ 01 1 1 1 1 1 t i l l l l l l l l i l// l/// j/~/
s~ ~~H CqR® /i/®~ WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
``~'~®F~~®~~: OWNER KENNETH SMITH
Q < ; DESIGNED: WKM a r
SEAL
1 a #PE1 ~ = ADDRESS 3815 EMMA CANNON ROAD DRAWN: JHT ~ AYDEN, NC 28513
~'••.FN~IN~`~.°'~~~ PHONE PHONE (252)'746-2729 APP
%/~fq,t•........P~QQ'`~ ROVED• WKM
~ ~ ~ y i ~l a ~ i K i a t t tai ~ i ~ ~ ~ `e ~ ~
4 40' 20' 0' 40' 80' MAZPASS & ASSOCIATES DATE: 2/9/06
I • 1645 EAST ARLINGTON BLVD., SUITE D
GRAPHIC SCALE 1"= 40` GREENVILLE, N.C. 27858 SCALE: 1 50` WILLIAM K. MALPASS, P.E. 16823 [phone]
SHEET 9 OF 11
M.~d n 700. 799~P776 -Reed Branch, Church & Loftin (W~nterv~IlelKenneth Smith 776con,d n 9 ~P P Y ~P 9
4=10a~ PM 2/15/ 7 .8 200
_ _ _ _

~-r~~„ a ,e_a~;~
~ k r '9• _ . \ ee ,~.U111t48 85~ ' 0 \ ~ ~ - ~ Stnri~ Nt • • ~ h ~ NV T ~ / ` V 5~~''' ~ ~
a ; ~ MHB k~U~ ~~s'~ ~ ! 98.68 a F ~ W ~ - W ~ P / T 1 / / a DD ~ N . ~ EA I ~ ~ CL ~C . , WI t a,`'
v o \ , , v.'~ 0 ~ a,, E~ E _ S ~ I s, C A . - N H .G oa~_ ~\v~ A P . ~ e ~ G _ v ~ N z . Tl I ~ 1 \ $ S ~ \ 2 ~ S ~ / ~ / / L X IL _ X F X L X D L _ ~ N I . ~ A F ~ - / / CK F
0 0 h ~ R ) R C E ~ N E: ~ F C 0 ~ 0:. v ~ 1 o + F IJ R ~ s B T S ti., 9 C A v . ~ . _ - E N , . G P T i ~ E ; - X 8 X C 3 / E q,~, t, / EL F ~ X S / 7 X ..2 X / X Y
IL ~ 6 0 1 S , v : D N N I r A S ~ E NC ~ . , t Q E / N R F \ , n 1 C A iP M N y D y I ~ 59• ~ / / s.r~~ ,,.-~1 g S / ~ ,
a e- ~ R A U ~~u, A R ~ D , ~ ~r...f ,Mi11 . ,s. ~ / ~ E \i \ ~ ~ _ r A 0 Y . ~n ~~~,0 / s y / 'F~... / /
/ c I _ , Y 1 ~ N ANI <; 11 ~ ~ s S ~ „ .52 ,w, • ~ SWAIE ~ ; ~ ~ , n 9 pE / > ~ ~ ~ 51 ! ~ , MN92_ 8T 34..33 W 245, GRA , 6 x ~ V , LONG 1, ~ RA-FLCO 9 , i~~,-~ Y. ~ / t ~ ..T-~-~^ ;~,,,ys, e~ 4"SEWER.,, ~F 3a / s> C
Y ~ s OPERT / 2 . 48, 61 y 9, , PR 6 . - NV A \ a TER MAIN ; SE 2 RCP y ~ / P sq TYPE 15 / 1~ , Q 09 tifr 1 > 19~ ~4~•, / p x"". 9
LINE TD , ~ rl : C~,, a~, \ g PVC W 1 SF / ~ ~ s /0 e DI ,591 . , q , ~ ' ~ e ~ ~~w~~--,.._ ~ ~ ~ ~ x 4 ~ ~ w ~ / a ~ . , '9i 9y ` t WATER 1 ( S . F`
: ~ ; ~ ~ ~,4 qq 1 a ~ti .,:7~ 4 ~ A S9 F~ SERVICE: / ~ . / ' N F 4; a / ?p IT 'fl MNi rYP. / 1~~ / z e e q ~ f d
~ ~ ~ ~ e'~1 f~9 8 Lf ~ 3C p ~u-„ _ WATER .-T- - 'p,~- Rye ~ / / / ~ ` G'~ ~ m ti ti, ~a / / ~ ~ a f
o a° , !p ~ CP' CBS J 2 ti ~ 1 ESMT Q,: e; r ~ h 9 X18 R ? ^i , ~ •``1b6' / t 9 ~ r, ~ ~ Y .66x.. ~ ~sd~, 25 MBl J 4 s" u~W~ ! 9 ~ ~ r N TE , 6 ~ ..8 L ~ ~ ~ ~ - : / ~ E . ~ , F ryryS
y. / ~ ~ y w~s3 ~ Q C' r ~ i1 ~ X6 ~ . ~ G V~ , ~ v 6"GV 0 ~ ~ 0~~ , x ' ~ ti~ ~0 0~ ~ ~ N ~ , 58.25 ~ A ~ 3 ~ ti x,59• ~ . : Y
~ ~ FE . ~ ~ F ELEV , . , ~ ~ ' ~ O , 1 / ~ ~ 54.4 , ,X: ~ ~ ~ ~ , A ~~fE - B~ 1 ~ ,x . 4 ~ f f 3 SF o: ~ CQ 16~g6 . w E s 9 _ 5 1g Y ~ 8 M y
Q 4e ~F ca ~ ~ ti , a 54 4.35 c~ .~•,;'f . . , , r y ~ 1 1, . ~ ~ ~ 6 Gy E ~
~ ~ ~ 5 P~ ~ . Q ~ ~ sF ~ ~ ; ~ Q ~ w 8y PLUG I pIP ` / Q S } R
~ - ~ ~ ' ~ 2 "DIP 0 P~ ~ r,. srEp.~DWN ~n~ ce22 F ;,~t ~ ~ 0 h. T h- ~ w" 7 @G~~ ~ ~ , t G / ~ 5 • ~o ~ ~ t ~ ~ s ~r w A ~ ~ ~ F 1
53.5 ~ ! ; ~ ~ ~ -DOWN ~ ~ 4 RATE ~ , ~O ~ a• , STEP , ~ ~ gC 1 ~ G gg,11 '9~ ,V J O , V \ ~ ~ 49.1 ~ r ~ ~ ~ LT 5a • ~ s x. \J ~ a Q . \ . ~r / ~b may... - / - 2 z
INV , \ SI ~ ~ ~ O FENC I ~ ~ \ N SF ~ ~ o a3e 42 / , gg ~.4. / ~ SF a ~ ti ~ p. ' j 2
P \ 4 1 44 N 11 + / ~ F ~ ~ \ 5 YP , \ 9 / ~ 24,139 / ~ , s ~ ° r v ~ ~ t.a r z 2
\ T ~ 0,00 0 \ 2 „ Q~ \ / s, , ~ ~ \ \ ~ 1 WATE o FEps Apo / / GE ~ v ~ / ~G , / - a_ , SERVI ~ ~'P , t
R .r ti \ ; SERVIC 82 ' ,~54N, _ /y y'~ F~ . „~~"~6 ~ 1 /
v \ GV ~ s / ~ a' "WATER ~ s\ ~ ® 's s. o_ VIDE s, •S , . v / a CQ SER '~°~3 p , ' ~ / ~ i
~ y. 1 , 6 \ \ 1 4 218 x6 s r ~ - _ % 82 I a ~ p d b' r i C RS ~ °w ~ ~ , PUCE ~ ~ q y ~y ~s,Lvr ° TYR ~ ~s`~ ' ~ ~;~2y a ~ti y,;~ y : • I / / 9~ ~ yr\ ~ x, ~ e , a
e 20,026 ~ a R , . ~ ~ \ ~ ~ ICE , 9 / y , FE ~ r / 1' y ~ , , s 19 / . ~ / °'x 58.37. / ~ [ / F
},N \ TYP . ~ q~ C A / , 463 SF / / ~ / ,tip / / {
r' ~ a..r - = 0 , , \ ' ~ ~o~,~, EAR , / ~ / ~ #
, ~ r " , I`' 116 / ~ ' ~ ~ / 1 ~ / ~ t, / ~ ~ 1' / / ~ ~ / 9 \ / i ~ti , ~ a 3
t: 1 P~' ~ . ~ -',g 2 Q ~ 0 ~P ~ / ~ ~ 2 ~ ~ ~ / ,o~ 2 pl / / ~ o = a / / / ~ r pR ~ / , / / a e 6y " / ~
l' r ~ \ ~ , : S , o+ 01 , / P,~ r: A~ / P , , P ~ .5 1 a ~ . A \ \ vQ Yh ' 0 J TYR ~ 'A ' ~ GRATE 5 3 ..v , , , 52~ ~ ~ ,ti / ~ aE ~ ~ ~ ~ 1 \ GV ~ ~;t ow. ; / J s t
f 0 IN E` ~ \ V / / ~ 8 x ~ • \ y / GV ~ s ~ ~ / / V ~ / / 8 x6 R q4. ~ ,
/:,.,:e / \ / ~ ,1V ice' 59 \ ~ ~ p~ , ~ Pore h \ ~ ~ ~ ' / / ~ ~ / 1;' ~ 0 ti ~ ~ WAL / r~ a ~/?a , / o ~ R , 4 y ~ / 4 t ~ ~ F y / 0 / o ~ , A ~e~ / Z
S ~ - / e ~ SF y , h., ~ ~ P ~ \ GRADE , •ti Q ` , ~ 20,000 \ ~ ~ , ' ,A 0 5~ ~ LONG \ \ \ , ~ ~ A ~ / / ~ o. 1 Y z. / / / , 655 ~ ~ ~ ~ / ~ / 1 , , ~ ~ ~ 33 9 ~ ~ . / / , ~ S,
, ~C ERT \ \ \ O 1 1, • PROP L \ ~ LINE . l=. / E 0 F U~ % / ~ ~ o _ ~ o. - ~ ~ ~ ,000 .o 2
r: s \ 6 F s \ ` \ \ 8,661 S 56.52 , DJ ~ . ,~`N y R ~ FE A~, 1 , 5 wE - 4 E ~ Ll q 5 `l \ ! .9 \ / i x ~ ~ I G $ / ~ ~ /
ENCE SERVICE S 9~ = \ 4 SE ~ F \ cE 0 F~ ~ \ \ VI. ,0 : v ~y TYP• ~ h' \ ~ ER 20 ,r ` / F~ ~ ~ ~ ( / D 58 ~ 20'~ / ~ _ d o r / / GRATE / ~ ~ 2D , t a it;, 5 ~ ~ C' V 53. ~ ' ~ s 9 ~ / IN ~ ~ w / ,y ~ / m ~ ~ ~
'd ° ~ ~ . p'p1ER ~0 . • W •96' ~ ~ / / ~ ~ p R~..- / ~ \ q / a"~~ i?
~ A ERVI / \ ~ p TER X s ~ A ~ ; ~ X 1W o D X N v / ~ \ TYP~ s~ \ \ ~ ICE Q': P ~ RV / / a a'. ~ ~ SERVICE ~L ~ off' ~ / / s. ~ ? / ~ x ~ 'i / ~ YP ~ , "+,e 4%
X v SE / ~ X v -p EA N.• s v v _ T C W y / eo ~ 4 t.. X ` „ ; i - a ; ~ ~ ~ rER ~ / 9 3 to ~ _ 0 ~ / ~ - ~ < i WA ~ ~ r 0 / F ~ Z ~ / ~ VICE ~ / /@ / o ~ mss, , / / ~ ~ s ~ SE ~ / GQ i n t
I~ S ";.a . _ 4 / / / sa / / v v ~ TYP ~ ~
B ~~J ~ e t, ~ ~ y y ~ q A ~ ~ ~ / ' EL, ~n~ - t \ \ \ ~ y . ~ h , / ~ ~ ~ ~ / / ~ /y8 ~
O ,r. .r ` , Ag s ~ \ \ + ~ ~ 163• / ~ ~ \ ' 56 " MN1o ~ ~ A, 11,59 \ ~ ~ ~ / \ / ~ \ ,a'_ i 2 i / / ,r ~ 3 s~~
0,158 ~~w~ t A . A \ ~ ~ ~ 2 ~ I J A ~ 1 i / \ < ~ / ~ 39 / / , ~ ~ ~ ~ , . ~ / ~ o00 ~ ~ / / y, , ~ ~ ~ 20 / E S '
~ ~ 9 ~ ~ ~ _ ~ r ~ j '11 o- ) 0815 ~ ,,,s ~ p - A / ~ / . V . 4,1 / ~~F / / c~/ F E ~ ..Ff F ~ ..m
s' ~ , . 1, y ~ r P N ~ \ 7 / / a f, ~ 5 / ~ 2 ~ 5 ~ ~ ~ RATE / ~ h a, ~ a F lj F
i' .SIDE SE f ~ht•* ~ a \ \ y~! / v~ e ~ .i Q SF F P ~ ®'~"i<.. TBACK v ~ '7 Q \ m " Z ~ ~ 11,69 G 51.29 / / a~ ; , .cl / / SF INV / ; - ~ o \ ' ~ ~ / ~ 90 ~ ~ s y 11,6 ~ v 5t.3o / , ~ ~ ~ / F. N 6 / , ~ r , FE / / . ~
is.. r,, , ~ \ \ E ~ 3 Y,/jam ~ ~ . w,^~.~.:. ~ 1 s Q' - F \ BADE S ~ ; v'~ ° k • 198. ~ . ,i h \ \ N \ , ~ ~ . ti~ ~ ;k 56.9. / f'S . ~i`
O`%'"'-.,~~ is 1 \ ,ALONG + ~ , ~ ~ . ' ~.,_w. R ~ - ~'i ~ \ \ PROPS a o _ 0' - y t v INS T ~ ~ ~ ~ ~ m / / . / "pIP ti ~ / / ~ ~ / ~ ; ' ~STEP-~pWN C82D ~o ~ / 6 ~'F
, \ / c ~ ~ 9 ~ r
~ iV Y / l 1 ~ i' ? / ~ ~ 6 ~g N 1 t t ~ ti - 500 S \ \ 11,55 ~ ~ - i. y i ~ .ti . / / ~ r / ~ / / 0 19A ~~~~~~~~~~~~~iiuu~~ ~u~~~~~~~~~
v, 9 .5 r ~ ~ / 3 ~ ~~`~~~,N,......,,R~p o,,
4. ~ e.. a `Y/fix/~ , , a~ ~ r t` ~x ~ .iZ ~ ~ r 1 ~ ~ , w,.v / , ~ . 4.2 P ~ X / v t .5 ~ X .tag' W / ~ 218 ~ ~ A 32 / 2. } f / / \ / ~ a~ ~ ~ , . / ~ _ f . ~ a ~F / ~ , ; / / ~ / 1,336 2 a ~ k
, t ~ .FH ~ X wE / E I • RVI 9 --1 ti I / AGE / / / ~ ~ . ~ 5~' ~ f8 / / / / , ,.,M,, ~ E
4 ~ ~ ~ sE sT F .y ~ ,1~ _ / CK ~ 5 . ~ ~ ~ x~~° ~ ~ ~ ~ ~ TE ~ C~ / , ,ter. • ~ 1~~ / D ~n. ' i ESE ~ , / H XXXX , t IBC ~ ~ / / / ~ ,.,,y s i ~ LEAS 11N X + 2 . a'~ / SEAL . s _
~ t t~ a TER ti 6 / . , ~1 ~ ~ r ~ S / ~5 ~ ' `t ~ ' SERVICE BC = 6 t / 1 d / ~ a Y C ~ XX ~ x ~ / y ' ~ N pip ILL ~ / ~ _ ~ s~ , a ~ ~ z a 3 °~PE1 r''
~ ' TYP~ 53.9.. v ~ , / / / 1
, t ~ 1 ~ ~ J ~ ~ o ~ 4 ~ % / CK ' ~f, ~ ryo~ lcr ~ o ~ 6a / ~ ~ .~_~r,~~_.___ e` ~ K. Ma
1,1 ~ ~ ~ ~ ~ ~ ti / , / / SETgA ~ ~ Cp ~ ~ o / / ti / / ~ sF ~ ~ 3`~ ~ , ~ ~ 2,156 ~ ~ / / / ~ ~ R ; . M TEE---,,_ 16!.51
, _ ~ ~ F 53.12 +o Ge 197.23 ~ ~ 54, a ° Q ~ GR NG ~ / / w 3 ~ w , SF / ~ ~ 48 N / / , / ,243 ~ v 16 v` 6 GV ~ ,e i G
x 5 ALO ~ r~ 6 DIP ~ ~~-m CBi r.,.~.,._ ° Mt111 ' ' •,pOWN ~ PROPERT'~ / ~ ~ ~ STEP o ~ SF TO ,,rw -N ? .3 Lf 4Z RCP @ 0.27X ~ , ~ , ~ ~ 495 ?76. SIFT r / ~ ~ FN V. 6 ~q CF 3 p NGE ~ / / ~ s / 'a \ 58.45 6~- _ OZZCE ELE ±~r ~ ~ ~
- . Cg1 9a ' ~ tip ~ 20, LINE ~ 4 • FE ' -t-~' 4 ' . w 5 ~ .6 DIP ,09 :.r - -1.;x..1:._ . (F qp RC @ ' ~ ! DI / TEP~OWNn, ~ CBi 5 ` ` . ~ i' ~ O, p r $ S ~ p ~ ~ ~ ~ ' ?9z / ~ ~ eP / / / - p- ~ ~ ~ ~ WILLIAM K. MALPASS, P.E. 16823
\ / , . r TEE ENO C61 /2 ~ 29,422 / , , ;=x' - r / , ' o Q~ ~ 1d / 57, 79 6 P2 1/ ,
6 p N . 1 8 piP 22 1 eft 22 "'a LUG, 6 2D~' p ~ . 6 ~ ~ ~:~fi2 BEND, ~ / ~ 0~ fiN ,,w ~ t . ; ~ 4, y / ~ BEND ~ `"ti'' ~ ~ / by / 1 ~ , s ~ s r REVISIONS
FN ` LEV, 56.50'x,- ~ a. ~ , y / \ ~'"r BY N0. DATE DESCRIPTION
NOZ \ 9• qS o? 25.5 / / 6 p Fh' ,~1 ~ v; ; S \ ; ~ A ' \ ~CF 36 • yr, 2 j / 6 PLU ; r , ? ` / GRAZE 5q' ' ' ~ . ~ ~ 50 ~ / SI ~ ~ t/2 s 9 g Q WCO 1 09/28/06 REVISE SEWER
g 45 . ~ @ ATE 53• ~ . , .r' 6 . t , 1 56 ND 6 45 ~ ~ 20 \ GR 4g.69 , m ~ ? FN g o Bf 6 BEND ,W INV .10 " . ~ 9/` N ~ _ ,r fir, 2J. s , - . C W INV yq > ! / CE 36 / , .6 22 s, R ' N o ~ w,,.. 50, 45 ~P~+ v V 5p. [ ~ fE e- ~ ti ; JB'SI ~ ~ . ~ E IN . 9~-+`. i ' ~N~ "q5' t WATER(: ` ~ ~ ~1,,~~ - ~ of s£ v 5D o ~ SF / ~ ~ 6 vrcE ~ ~ ~ ~ v~
4 SF O. s9 1 E INV 49 v ~ m 36'' t 20 ,11 g °22 1 /2 S s~ ~ D reacK_ ,N. IN ~ 20,244 z, / , _ ~ \ .SENDS ~ SE r p~5 y per. al ~t \ ,
8EN . 4 , SFTe.9 \ \ ~ li ~ ~ - S " - ,bN < ~ ,~?l,o. ref 4. JI , o b? ~ `r / ,rqr rYP ..>25
5. r• o ? g SF : ETD o s ,55 2 s o - 9 ~t T 21 E ~ , : SIL ~ , D ,r , a , ~ ~ ~ ~ ~ \ \
F r 0 N s , ~ N B , 5 ~ ~ qc .FE / . N ,F P F / 1 / T6. \ ~ ~ ~ t n nR~ -rnR ~ n r,. ~..c/•, t : m-„ ,rr,nA.9$ n n . ~ . i, n ` ~ 1 Zr i . 04;,._ .
a~_ _ , ..2„ ~ . ~
is t . N 7" ..1~ , I• ,sLl w <in` - t~ as d x9 _ ~Rd° w`~ s 1. „ : ~ ~'a~ z ..4~., , 4~ o ~ .a, ~ ~,1,T k f 1 ~S w, f ~ I i x ' 'i '
t ~ i V , 50 _ , ~ _ _ , , t ~ : i f ~ , t 50 ~ VC 100 VC~ ;100 'UC 100; YC > i _ 4 i _ i 3 100° VC ,M "
5 e , ~ i , } , m : ~ ~ ~ I;S , ~ a ~ a ~ ~ VP ~A - 7Q:~3 P - E f Y, a i § S . 4 . e . , ~ VP I ETA ~ Y~i STA - 8+76 « 13 . Yf~ L S~'A t 0+.13 66= ~ _ V I .:STA. -1~ 1+084 4 - .VP I STA =13+95: 34 -
~ : , - ~ _ - i w ~ e . VP i E~.EIf .55.0. _ _ ~ , ~2~. ~6 , qqq: i ~ ? ! ri F 3 j £ ® ® _ +y/)y ;....vI~..ELEY 59.;41;.... ..m .Y~,.L.-.. ~.~E~..:. 57.,.6g. _:..,.n. P.L .E~_EY... _:...56.,~.~_...::... X52.25 ~ r ~ 4 ~ ~ ~ . _ ~P I ELEY = 56.83 ~ ~ .
? i - ~ $ , } S ~ f ex YP V I E E VII _a _ ~ _ s , 1 ~ f 2 ~ 9 , r ; .w ~ VII LEV eX ~ ~ 35 Oe22 8x ' 1 i.., ~ y w a F ~ .r r. < r ex = 0.16' {
°Ct ~9®;l~f E 39oL( _ ~4 r„ .u~.., ,.w, a ~..,v,r,M .wn ~ . 4 . _ , w...: Pw, a, ~4.sq v tt ~y,Ub ; t = 5!®yU tE `58x36 ,_w,. ,..,.w ~,,,~.w ~.,..,~M ..wu...... ~..r... rr w~n FE = 56.99 ~ti. ~ ,...,r..,. , ..~,.~m ~n r..,m. ,..w ~W , _ _ ~ ,o. a... _ ~,wn a , r _ . ~ ~ ~ ti,~~,
t a~ i e s • t > ~ ~ ~ } VA p V0:t3; ~ z„ i ~ S t , R i { _ _ i ; FE 54.4 _ ~ _ ~ . _ 9 -~~m : z z~..: ; . _
f t i i z i r. . y , t ~ ; > r . , _ . e ~ s
3 j _ E ~ , i i i i i . I ...,...e . 3. 5 i - ~ 4: d f ~ E , 5TA 11+4.38 wHITEwATER wAY s : _ ~ ; 000.00 BOLDER wA1f _ ~32'RT OF RADIUS t~S r ~5TA 15186.79 NHITfN~TER NAY . ,
i ' ~ r i t f ~ ~ ~ .t t ~ ~ i S y ~ i . a- ` . r , FIRE ~ v t ~ t • 3 e , . rra~ ~ FE 57.78.. . i I ( i
i Y ~ ~ t' . ' ~ a ~ ti , i j L j ~ u S mesa § S J d d T a , ...~v.,n w...v. wv q, +,rM ..u.i u+. ...z. ...w... w.-... ~,.~r`.v,..,:«.,m.~., h,,..~,...., ..z.. n. ~ m , _ , a<.,. ~ v;.~„~,..~Y 4.. ,.....a ti... H.: riw ~ M. M,,, ,?....,a,. ~ an p u a. a. .,.jai a < ~ ti .~~stweyux i cAn c u~.mmxo . . W uaW r. j S 4 ~ ~ * ~ rry2a ~Y~ ~ v 'an". zn a n i ~ b z ' w..<. u ~ ~ ~ '.....,~,.W,:, <,x , ,..w, ,M.~...,... ,.„,:..a..M ~,..n:,w ~ ,..,n,,.~.,.s,.. .,"W,:;., v.~~~N-.,;...m M„,.vu,.,:M ~...,,•s,Y q ~ ~ a
- i 3 ~ { t _ . f ;w : _ ~ e M ~a~. .ten # _ ~ i i i, i. c ;n. ( ~ 4 4 - ~ ' f w ro... M..M, ~.o E FIRE ou : ~ 2 ~ ei.a~y vc...,.i F x , w. ,.,,,4.., o o - .HYDRANT
a ~ p ' E i ~ ~ ~ y ~ t € £ ; i . S., y. tr ; x x ~ l ~ 6 t v,._ 3 ~ ~ ~ } ~ i i
~ II { $ . f ; j 1 32 RT OF RADIUS fAS _ ~ ~s., a ; . a , ~ k ION t ` - . . , t . 1. t c i ~ - 4
a ~ ~ _ ._v. ! 1 STA Of00,00 MHITEMATER wAY ~ ~ 'STA 4t80.T5 MHITEMATEF , a ~ F. r r T. s g t5 wHtT~watER ~raY Z ~ ~ s { wn ~ i , ,.`,r 9 : , ~ . _ .y.:.... 7._., . , t r
F ~ F~ 53.T2, ~ ~ ~ _ - ~ STA 9*11.30 wINDtI+~ ~ E ~ FE 54.T2' a , r 3a wir~tl~ u~w~rs ~al~ : _ ; i r mom. y : A z : . . i I
µn ~,W ,w,~ M N,,.~~ m .:~,w,..,._.~.~., .r,.a~ ,.,4~. ,Y, .w,. ~,3~~ ~..aw~~.~..~~~:N~ ~w m~ a.. rrv e-u~. ~ ~ ~ ,ten t v ~ 5 < ~ . ~ f y ~ f _ t i i t k t' _.w, a..:. ~.M _ ~ ~~~.~T. ~.a~,.,.~ ~ r~:.~~. r:.,y~ ~M ~ ..r w~.~. . ~ h _ . : ~ y s ~ +o t ~ , ~ , Y ,,,,.4p ~ ~.,.„k, «...5 :..:ter. .r..~« w.,.?N .~a ~ xr <..~x , ..vr ~ : ~ u, v ,w.ns .~ma v.,vv - - .m x a ruw a n
a - } ; < 9 ' ~ " S ~ , s ~ E n f a ~ d Y j ( ~ j d E Nam ~ a ~z ' ~ + ~ } - : ~ t ~ : S sr l j ~ } ? ~ 1.,,., i t } { t }
~ ~ 4 ~ # ~ r , y 5 6 _ _ ' . ~ 3 ~ : ~ ~ ~ ; a i - ? i, i H v , { 7 = i r y B a
. n F ~ i ? E i~ e ~ I , ` ~ ~ ~ ~Y ' 1( ' E 3 . ~ i~ , x. ..f.. ~ t ; Z a $ j ~ ~ + t -
_ _ ~ _ , . t s r i FI(5: t . ~ v. ~ c_ _ s s t o s o # y ~ 1®19x t l ~
w~. . • NYtIRAANT ~ ~..w ~ .ti~~. ~ _ , , r ~ ~ r , ~ ~ ~ 3 . . t k r ~ _..,w ~ , _ . ~ ~ P , . M ~~r_~~.r ..~w. ~ W M~. ..~n..~:. ~.~.M~:.....~~~~,w ; ~ E a y ` d 1 3 i ( ~ ' - + s t ~ 6 ..d,Y _ e w , .,..,,,E ~ , a y 5 . n i ~
x ~ti r , a ~ ~ , , ~ r i ......r. ~ ~ ~ .t. S d , 9 ~ 1 ; s t 9 N ~ WA1' , 3 a. s y F i
3 d ~ ~ i _.a e r V - "k" 1 ~ - 4 f i d ~ 3 : r P ~e w r _ . ~ z ~ b a~ , . ~ . f 29 lF F a ~ y
4 s.. T ~ MMM i - v , c ~ e a j ! ~ } W r a , , _ _ ~ ~ _ ~ ~ ~ z ~ s > i 15 RCP: ~N. ~ 0®8~~ _ _ pVC MAt 4
y d y ~ 1 , F cn - } ~ 1 i ss w_.... ~ . ~ ~ i 9. 1 i , i ~ 3 4 ~ ~ f EE _.z WA~E'R N w ~ , .6p .._.v~ R j
'..,,....;.w.. ,n ::....--.„„.a,+ v, ~...,w~......:.,..,~o c. .~.m. w,. x ...,iv....w..,. .u~,. ...w.....~~ae...r.....,...,,~..<..v...~~n. w..:N,,,:..:.. ...~.,..:'...,.+,~...y',~....~. , z a T ~ c ~t~ ...x.. ,.~«,K..u. v._. moo.... ,w. w.u__.w . W. ,w,z wm. wA pa.n„w~.w.. , r. v F z ~ 1 3 t t ~ i ~ ~ S ~e~,~,~~.w .e,,~ ,s~... ,m~, .w,. ,,r.,.M ~ ~ m
- - ~ ~ Z. ~ . . '.,HI _ _ ~ 3 s .60 LF , 60 LF 1 = ~ F ~ ~ ~ } ~ _ a $ ~
~ 41 z ~ x 2 z H t _ ~ _ . r _ _ ~ ~ _ a , . k RCP 2 . , M -30 . ~ ~ . r_ _ _ CP ~ 3 r _ ~ s 5 28 LF - ; C _ w ~ - ,
73.92 LF A ~ i , x 1 ~ ~ t 0.66x _ _ ~ _ z _ N ~ X0.20 X0.25 1 b s 0R E 3 o a ?6x H Q :15 ~ _ - ~ RCP _ - ~ ~ ~ k ' ~ i~ f ~ i ~ 4"SEDER SERVICE ~ 4 ~ ~,r ~ , , 1.Ox I~IN
r _ ~ . ~ _ _ 3 _ tt E ~ 0.20x _ , $ ~ b a ~ ti C 1.36x , ~ CB23 _ t 12 ~IIN CLEARANCE) A _ ~ , e ~ . w 1 ~ i. _ i . _ ~ ~ _ ' ' ~ , z S d 2 d
6P VC r ; , ~ ~ K ~ . ro ~u.~ ~ ~ ~ ~ ~..~w . , uv ~ w a.. ~ ~,.~a. ,~n_ ATER ~.2 ~ z. m IN~ E a ~ x 4 _ 5TA 14+ 33.86 16 LT u.. _,,.:N,.y ~ . ,~..:..K rw..~ k.. , W..~.u + ` TA 1 30 23 16 RT 0 ,.my F n.x.+yG, . i i ~s ~ ~ P, ~a ~ ro , ~ wa..45°STEP DOWN r ~ _ ` _a ~
91 LF 24 RCP: , N TAR _ 4 CP 2 R A ~ 0 32x M} u HOOD 57 9 9~ : ~ H000 57.99 ~ ~ ~ ~ ~ 1~ LF' ~w y418.41 L f UNDER 15 pRCP ~ ~ .~-_E
VC w r s , 6P , ~ , . . _ _ , _ ~ , ~ 0.20 ~ ti . , y , x e ~ , ~ ~ ~ ~ INV 54.22 n ~tR'R A , ~ . _ _ zS { r INV 54.23 R SAN~TR'R`I S~ ~ t 12 MIN CLEARANCE l , t.
r, 3 A ,.n. ~ # i t i r~ 3 S k. . Y...4 9 y ~ q~2Y E . i i Q p a < ~ ~ - -
, s S { < 4 - - o ~ - ~ ~ N < r ~ 7 z • t i i t z < ~ 2- ~ s i F~~ V z ' - i
~ { I. v S ~ i 3 . .u,...,,...,,. N., >.,.,.on~,,:,. .raw«.,.... ax.....,. , 2; r._. - Y ..<„~h- rv....u ~:aa.~~ne. do m .M ~n a ~ N~Tp r 8,P , I w~~u.~ w X16 u w ~CB21 ~ CB20~ ~ ~ ..~,y: ~STA 15+86.79~~ _ ~ , ~ ~ ,r ,
r r ~ t t2)6 GV z.. _ . 3 n a 4~ r ~Lry1 : ~ Y~ ~ E ~ z n 2 ..i.... n ~ ~ :3. . f ~y~ a Y r SAN z, STA ~ 14±03.01-16' LT ~ STA 14+11).66-16' RT ~ ~ TOP 57.78: ~ ~ 3
r t Z )8 x6 REDUCERS . 3 ~ ~ _ _r. E P ~ ~ DUC RS 8 - f _ _ 1 i.,.. LF _ 4' . ~ HOOD 57.10 F.,. HOOD 57.10 ~ ~ ~ - ~N INV 51.12 t8)
r ~ r p , CB15 S 1 4 SEVMER SERVICE. ~ . 3 - , f _ ; 9 < f ~ t 3 a ~w s F ~ . . , NIT ; z W I NV 52.63 ~ W I NV 52.35 ~ ~ `4 "SERV INV 51.45 ; ~ ~ z ; . E
.....STA 1 +74.53-16 RT ~ 1.Ox MIN ~ ~ d I>~4 ~ f ~ _ , • 5A s VC ~ r .8 P , , , _ _ 3 ~ ~ ; ~ ~ ~ -4 • ~~E INS 52.64 w~ INV 52.36 E } -
f ~A~rr ~~CB24 ~ r S I NV 49.61 s ,.~.~.u : .~;.v.... F . ~ ....w.W~' f.. ~ -~ST + _ o 4, 38 STA 11+6 ,.u., w~ . , .:wL ~.~u.. , . n.~ . ~ k , .v.. ~.~~..w. ~ ~ .M,,~. ..wa, y „rr w tim
N I NV 49.62 ~ A 4 22 68 16 RT ~ ~'.4 _ _ ~ F . _ t STA 0+00.00 a 5 ' ..i. r 1 w,. ~ . : _ , _ „ ~ TOP 58®3 - ~ , Fy { < _ i
. , i i r .~ro, r ._m ~ ~ ~ _ . w INV 50. ~ , _ 7 x Y + ~ . f. r k STA 9 78.92 ~ r V 49.36 t 8) a. T ,w.. ~ ~ ..MH ~ _ : s f i c E 4 a j v . -e_ ~
k ~ { i 3 N t i 13 : _ 3 a ~ ~ ~ ~ ~ OP 58.13, ~ " r ~ N V 49.26 t 8") , IN t E ~ ~ 4 x r _ . . . , h a, r- 8 N TA 8+66.39.... ~ . , t ~5 ~ . , . ~ S INV 48.50 t . i„ t ~ x r. . r 3 e - r . t ~ 2 ~ ' . ` " ,.f . c ~ ~ i, a v..,. 'S
x ; 47.0 5 ~ ~ ~ ~ _ . i. ~ n ; . . , ~ _ 4 ~ _ _ ~ z + ~ 1 ; d ~ ~ a V49.6 ~ ~~a ~ ~ ~ ~ !TOP 59. 03 a ~ ~ ; . ~ _ . 7 _ _.N INV 48.40 t8 ; . b_ t - : 3 - n ~ ~ f F ,.i s,. ,
11 ' 1 i = ` B2 P ~ _ z # ~ f. V k 4 r # l € ~ ~ ,n. ~,m w vi . ,n n .z a r ~ .r. r., .>.,...r n se. h , rvx xv a. .,.~m,v n w .w +n ~ , .~.wm nrSTA 4 2. 1 T.~ ~ ,N. 2 68 6-L ~ s y S I NV 47.95 t 8) _ 4 SERV INV 48 ®83 _ , t F.. i i ~ S j t'. 4 f S
=STA 0+00 OO~r 4 ~ ! n.,~ a b z 3 • I 2 Y HOOD 54.48 i~ TOP 53 72 _ x ~ i ICI 12 ~ ~ ~ , ~ ~:,.,w..~ , . s~ , ~ w o M ~ ~ v :1 a , w INV 47.85 t 8) j ~ ~ ~ t s C 7 y ti 4 ~ d + . ~ 1 N 3 S ~ ~ STA 6 19 70 ~ ; ~ . '4 SERV INV 3 ~ { x ~ ~ ~ ~ n
z ~ N . { ~ ~ a , s 5f . R~. S INV 50.20 . N I NV 43 05 t 8) ~ ~ f - , a ~ 0 . ~ . ~ 3 ~ 4 S RV INV 47.3 ~ ~ ~ ~ ~ N INV 50.21:..... _ 48 29_ , e _ _ ~ ~ v ~ e s Y r ~ t TOP 55 41 x _ t ry s F.. a ~ - ~ - ~ -
f a ~ TOP 54.56 w. , ¢ . _ . _ ~ ~ E I NV 46.84 t 8) a f ~ ; . - y..... . ~ , ~ .w.. f , ~ 3~ . s..._ Y 1 3 ~ .ur ~,w,n.~..r. ...,.m.., .R ...~rw~„...d Km...w..w ....,M,.~.,.... w..:..,.~m.-Kn....~nva.~,.... ....m ..~..w: ..r.n. ~.,7. jw_ a.., .,....ter .a.. oA ...+..„~.,~a n.,µw.,n,<.r.....~m
E , . 3 S INV 46.35 t 8 l 4 , x ce17 F ~ _ _ x . , . F 4 ~ @ , _ , ..,,...E INV 46.25 t ~ ~ ~ . s y w INV 46.74 t ) 8 E ~ a N , : ~ 1 ~ § , ~ ~ ,y 4 SERV INV 47.17 r r, ~ ~ , ur..~... ~ ~ ~ i
_ ~ a TA 7.18 1 .46 R~' _ ~ _ . S -0~ , 5 F 1 N k 3 w f s £ S i i 3 I 3 _ A 1 € i P E
v ..V.:~r., ..4w.~ ............:....rr," u..w ,.rv.:.w .o-~.a. rc .r .,nz.,..~.; r .wi..,.aV...:.,.~ w.ra.H... .a..w,n«:~~,. ~ r o M :r ~ ....,yam-...,~ ~.~.v ww..,~ w~ ~ ~ ~ ~ w~~ SER NV 4 9 , ro 4 H000 53, 81 4 e . . p 3 ~ ~ ; { r , ~ 4 ~uw .wttwww+m.Fe.. wi we.w s.; ..ww,rc.......«.w,.. .uMw ~ u..w.,:.w..o.~wwrM .xi,..~w.M ' ww nw'~~.,wonw~~:.~w:.w,o,.,h..' Hw.nl..,...:,. ,vw: w..~w.. ~ ? l 3 E S 4 R i 4 ~ ~ ~ V s ; { 3 Y<~~ j
. ~ ~ W I NV 49 24 . ; _ ~ . } , < CI s z t E I NV 49.25 ~ 3~ ~ ~ x F t , CB12 t ~ . ~ Y a~ ~ ; x ~ ~ ; _ , s ~ Y.. ~ ..r PLAN AND PROFILE e:
f F ~ ~ ~ ~ ~ ~ ~ _ ~ ~ N INV 49.26 ~ : x HI ...::..,..._....,_.STA 5+38. 1 70 6 LT _ _ ~ _ ~ d d 5 HOOD 54.58 ~ ~ ~ s ~ ; # WHITEWATER WAY x
i ..........a S. .i , g , s t r ~ ; 4 fi i _ w - C616 - n ...3.... ` 2 3 w I NV 51.02 ~ - k r 4 j f E , . _ ~ ~ ~ e f k ,
} sTA -O+Oa.22 79.29 LT t ~ ~ ~ t E 3 1 j ~ f.. N INV 51.03; ~ ~ ~ _ aa t ; ~ 7 s { e
r s n u w . ~ ~ .,w,m ~ ~ w ~ w_ ~ ,..K,~.~ w~,~. ~M ~ M ~ ~ w. ~ M. ~ v, i a HOOD 53.65: _ .~~.r f CI t "j n ......~..-....w, 1,m r.. .w, ~.~xw .w...,..,~. .n. . .....w,:.;...m,~....~.~...:. ,,.,..,.Ma rv M, Y.,:.w M.y ~ rv~. Rte. ...,.rw~ niw,. m u uN 2 ' Y : e y ~ i 6 z s ' 1 i V } i ~ ~ CB11 b i ( , t i
z a _ _ w INV 49.05 _ . ~ _ . t , n , ~r , ~ E INV 49.06 s i r ' STA 5 38.70 16-RT ~ _ ~ - 3 WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA 4 ~ ~
i ~ ~ ~ , ~ a i. , t f ` i $ i 3 i . z. , ....a.. r HOOD 54.58. ~ _ ; t f s` OWNER KENNETH SMITH DESIGNED: WKM
i : _ r t ~ s ~ I~I-09 ? f ; ? ~ 2 ~ ~ STA 9+06.30 - N NV 1 F I 5 41 - ~ ~ ,j. q _ ~ , r 6.30 ~ ~ r t
a , . i ; b v • g : , ~ ~ .x . _ ~ 2 ~ 0 ~ .75~ ~ ~ y n , _ _ . a t~ ~ ~ - ~F ADDRESS 3815 EMMA CANNON ROAD DRAWN: JHT f z
7 ~ ~ :nn~..~..~ , ,.m,,~ . ~ _ , ,r:,~.,,,,,~ ~ ~n . ~TM ~ i" e~ ..:~r ~ n.. ~ ; s . gym.., N~.. . 72 a ~ ~ ~ ~ ~ ~ . , ~ ~ ; ~ ~ AYDEN, NC 2513
3 ~ ~ N I NV 41.68 t 12/~ 7 ~ ~ Y ~ ..k 4 9..., .f,.. N 4 ~ ~ i S I NV 41.78 t 12 1.68 t12) a ~ _ ~ ~ _ s ~ ~ ~ . - ~ F ~ ~ _ a € 5 1.78 t 12) ._f PHONE PHONE [phone] ; ~ . APPROVED WKM
_ ~ ~ - ~ ~ ~ Y r , ._e , _ . _ . _ ~ ~ _ ~ _ . f _ r , { _ R ~ E ~ ~ j } s Z N ` i ' s` a' ~ ; i i 2.12 t8 ~ ~ ~ .
' ~ ! j ? E 5 k. _ ~ ~ ~ w INV 42.12 t8 ) % J 5 1 t d 3 ~ :s e ~ , . . , . N,.... s ~ _ ~ , .,.f . s..,. 2 12 t8 A , . ~ ~ ~ € ~ ; a ~ _ m_. MALPASS & ASSOCIATES DATE: 01/02/06
s t. ~ - ~ ~ , , { 2 _ , a ~ i ~ i ` s f i y _ F.. ~ ~ ~ _ i i ; ~ d 4 : _
' ; ~ ? ~ } ~ 9 ! y Sv W , .-,...,,~,,,..3,..a..,~„v~..,~w..»»h. ,,«.,.....r ..,,.„w..~~....,,. b...a ..,,n.,., .,...,...ter .+.-~.u..,..:,.,....~-,,.v ...,,v.,n. ..,.,,.,.+.r.,..u.~..,,,..,..,,~..»..,K..... .,w w..,.. ..,m-, u„.,Y,a:.,:....o. ,n 4 n ....x.. ~..h v v.~~ w+. .e..,., .w.., w nN.. .m. , ..s»,,.v .~.vv~.-wm.,. ,,,..~.w.,.,.,.e,. Y,....,N..,~. w......~....~,,. m..,a,.. ,a..,..U.v.......,.. .w. _.w-...vrvw:;...a,.x., .n.,...,.....: xo.,w:...,+w.o..ww A,-v...,.a ,.~..b~.. ..~.>~+..,w..„,.......,v.~+M. t ~ i 3 w.a-,~,.w,.. ~..1,~..,.•~o„~.., .,.~...,m.,..,,,,.~~,.~ A ,..nw.,,.~.,,,.m ..w... p,.,. ,.u ~.,....~,,...s...,M.m... «:....M......,..w .wW.G,.,..•.~.P.-,,.,~.., A. ,c«„~~• ..,,.:.,,,....,r..p,.. ..~...w... ..,...,,.~,,..,...a:.,,~..o..y:,...~..M ...u,~:wm. ~..,,•~......,.v, 1645 EAST ARLINGTON BLVD., SUITE D ~ ~ GREENVILLE, .C. SCALE~HOR. 1 _ 50 ._v~w°~r ~ ~o~~.,~.~.~,~ ~s Aa a; N 2785$ 'VER: 1 2'
4~ v r~.i;.iq~ f 'ale yk~ 23'~z"\ ~ ~ ._o ~n e Yd +M+ aRf ~ ~G Y.' . 1'~ v .t r ~A1 S ~ i~ ,no- ~ ~ ~.n ~ n ~aE [phone]
SHEET 8 OF 11
M:~d n 700. 799~f'776 -Reed Branch, Church & Loftin fWinterville)Kenneth Smith~p776con.dgn
9 ~P P y 4®13;3 PM 2/16/2007
_

,
�
, ., " ,. �' '- " . � I
�.-'.� , -
0".7 ,! .� �` " � '-�`-' "'. - --J ,\"'� " '�;� 00 I
. .
" 41�1 s N-:�� % ' I 1".� � J -..,�-- ""P . , " " I ,I, , �" Z-": I - ". , 1. �0 vww 0 * � , \ \ \ \ \ \ , '� , "",' , zt- — -,1 I . 1'r � '-" ,,,- -, I
. I, i I '. � �" ,,, I 'po I -- , ---- ��'----.'. I '1 (,\ '." I --
;" --1 , - " � � I \ ��- I I :�:' �' "o I 11 -
�
, ,, " �' ,'-'
�
�
�
�
�
, � , -
-
I I , , .
- ;'� � I . 11; I
� I ,�4,"' . "�� 17:w— 11 A . %Co� I �� %:s �
�� . , ,
� ,
� - , , . '� I
'�
'�
'�
'�
'�
'� �
'� �
, .. , - � \
� '-� - - '-, :: , 1. /I \ -6, 1�0� r-, � ........ �`.-."',,,�'
\ .: " - ;�-�- r. � , � '- -� -
-"� -�o ,.I �, �'- " "", 1---1 � � , � ��" -��M I �)") 'z ""�� ", I
'' � .:� ', -, . G, I '� '. j
. �
c ' -- I I
I- - ". I", � I ril . . " - � I 0, A�' ?) 1, 1-11, ' ' -1 -,�' �
, � t I - ,.,., �
Q1 "-, / � -sbift. I , ---*, - / , I I �.
'
I .1 - 1� , - \ ' "� 70.43 ' 1'_]f 1--1 I---- - '1--1 ." I
11 . 71 q., � --:' ; .
11 � �'� 1, 11 � I 1 �� �
'
-�'>-' V' ", - ". � -1 '�" �� .� 'V-.. " � I,-,- -0 -1
I " � , z " Z�', I ' ;
., � 11 , '. ,1 -- - ..' w�' '71, , :1\ ';-- \ I \ 1 11 'p, 10 I ' 1". -:;� /
11 , ,,, ;
. 0 - , � 'I � �'--Z' - �
,
111::� � 2�
) . �.. � , - - , , \ \ I Nil - - "\ -'.0 - T� -n!'o '. -*-'�- � 11-'- .'
p "\ C')�� <�\ 00, , 50'R ,� ,,- I � IR
1-11, "�" -,� �\ \ I -0 �" 6 \ \ , \ \ " �3 N
�
� I -1 1---1 - --..,* .k" ", �'��' � "',�.,�,-"��.*--.-"",.,..,.,.�� I � I <1_1
�
, �- , , 'j, -< *'/--'� '. I,
y", A 0 ,.-^ I � � ', .... -'e , ' ' - '� t ` �. I I __ --
� '� t""'."' . 4' -��'�,.,�-"�.,��.�-�"",�,�,����,�-,,,,.-, �� * �;_' �,' \ �'p I �\
/ '�� I "'x .'�' 'j I I � ,- 000' 1� I--,' ". , \ % I" \� �'. I N I
" - ?'-.','..' >"-"�:,� . I '.".1 . 1, " I"!
- I
�
I
11 ,vl . O-F�;� �r . - ; '� � . 1. .11'1'� - -."' . 11-� 11 - - ----'
I I
',�' "'�' ', �'," -5,"��, -.1 �� - -" - '-- -��- I '- -, A ,� \ \ �' \ A
� \ / % - , .--,-,, '
I
, I
I \ % I % ..'4' 1-1� I �.-" "I ��' Iff
.
I � �
�. , --, .- I "� � -, � . �
11 4� - .000 '�' I.-- I I , �'�-' � - A - VA \ , � '--� �
� 00 ' �V-,' ' -, " I � -? .. -, -� '' 11� %- I . I
" I--,' ' . ,�,�.-""�,��,�,�,,��,'�,,,,,,""�x, " �11
'-- 7"� �""-- I'll I ,"- '� I I ��
I ," I � --11 ';�"'�- I 0 I- ""'. � I �zl . pe :1 \ -�.
- '� 4- �.' ., I C - :9-N - �\ \ : ,---' -- i
0 N \ ", I . . � ,---*, I �
y � -, ---'� � � - 11 - - ", \ \ ;' f " ' i
�
' --Vv<:�' . It 11 I ... I.. I '*1_1 -�' � I . . '�- I � " ,
I- --'�� ' I �11 �.�t," .01 �' , , ,,,,, "" -,-- " -'�' 1-11, , � . . '9 t .1 1-11
. I I
, --0 �- " �� "' �� , "-- 1-11 1. , ", A , ""...- I I � \ IV I '� \ � \ ';-_'�� I--. I I , —7-- 1 1 �
I 11 I I I
z .11 I 11, - I - - jo, 59 .. I -�';,�, , � '...." I . I
,; �11 I � , - \':::��o + X. 1, t � I 1, I � ,---' , 11
I - -- I .1 1*11 I
,� I'll - 11 J-1 - I , , - " , ."'. � �' ' N\ < - '
.� � I . � '�-" : � � , '� ,11 � � � , - I � �� " �- f
0 , � .. -, - � �', , � I ;- " .'--'� � " N" I �� 10 - "I ��� �� I "I �. . "I I� I -1-1 I \ �
- ) 04 "" '�"' .000, -.-- . ...... o ... O., � f I . F 0 \ , \ .'t�.� ��' -C�"--� \
"
1,0 '5�� <- � � . - '� '�,� `-` 11� W, - I ; -'x � \1 11 . � I
. � , . 11 --' -1 I -, ' �J7 ,I � . �k �-� I ", I . - ' � 1,
- I , , - -1 � \ . , 'tr.� -- - . I I ;'; I , I I - I,/
- I .1 I" �.. ;k � I -- ' ' � 1. 1 1. - 11- I .1 � -- � .,
- , � , � �."'- ^'\ " " N � �� '41 .11, ��'S��' -'- -�' "I A-' ysw � , - " I "I, . /
�-� 0,00 . 11 - - 7 11 1 6 '::� \ \ \ ",
-.*" 0 �1�) �-- - NIP * ��Iz 7" , , 6-'�'l ,1 \ -;,', ,t' 1�
�;;.-'% " I`, " - �' - � � %, - j-, .'' 1, ��- -� 11 '�� 1.
1 '7'. - � , - , '', .� -"' '6' %\ .11, .' � I 11 1. �--'--'-' -tr- ar -- pvc -- --;LJ' I I I
- , -:� - ' . I " -7)JR I - I j
. I I I �
� - t '.�� . / � \". \ ;
1: I I I 1- 'I', ' � --s-1 1,
� � 1. I - � E.WFR . I .
I , , , I I I I - , 1. I I . , �� , ,
I I'll "I �� -,
�� "I "I 71,
- 0 - ", . .- �' , " I .11, -, � I .I,--- I ", ' . , " 1 I � I �' , :_::::-::1�- , '- � - - "I � I I '�' , �� � ' /
� , "� _ I ' , 1- , ";' --'I I �' / * � - ,
�' ", , "I ' " - �' , - -�-' z � -- ' I" � � -, �,
��\- - I "--� -I- � . .' I " I ':�'- 11 I �' I 11- -ANJ .
-
�.' .-'� . ; ­ "'. - , "I- 3 . ' ?, � - ,. Xv, " 11 - -�--
1� <' I f ", o;1 , "', .""' , - , "; - ,
,
.... ,,, " .. I -1, " , -,�' i�k \ \ \ % '� -it, -I , - �' \ 1" - � .�', - I ��' I .' "
1171-- , " .**1 I,--, -" ."I. " >;- , . �� . ..... , . I .. - � " � 1.
" If
�.' 1. I � \ 3--- "-"�'�:� 1, , . � -". If- 11 � 6", "'� I I . I . � \.'qx',' - .1
, � " - - I I I � . , ' �-
, I" , . � , � , 5 11 I I I
-'�- I , 4 ... . I I 1. - �
�'\ I , '� " �6 I.." *' , r ��� �.p ;)!� 1, I �v
I - '.� ' 11 .1 I jxl'�� . I '' I .11 - . - ---.....� ffm U5.121 � i � I
�% ,", \ %,. � .� I I I e� ',�'.'�a I 1, r- . *
. �' ,,, I I .�� ' ".
�'�,- ",
I - ,
�� ';�-\ vs, , ""�� 1.11". 11:1 I ' , 0 � I
,- .00, %'� . "I . 1, - '- ...'-' ". 10" , , -" '* . \ \ %' - . , I - I ,. � I �� 141� " 11�' & ,
, , -
, , " 0'-��'�'�.�'..- `�%-If' I'-- �'�� - �-
I'll " , 2 �---"' "' " - - �-"'� "', \ -:� �1'11--"
-19� 1 '--'� "
I I ��' - \
' � , "� �
- 11 ,,, �� v "t'i -'�k ��' ,,--- ,
I .1-1 �\ v'. A ';�+"�"' 11 I .1, 1\1"
� 11 � 1. I
�'
- . � � " I I "I I V ,:. � � A " I '' - . '�� �, le" "I'll I " % ' \ � I 1�1'. 1pl^ '�'
z" I � ". 1, " -.1- " i ' ��z � IL ) �-�.":w � \ \ \ " . - -- , - ,--<,, , w
0 I I ,-- ��o �� � Z. �� \ * � , I 01
. I--,' +-.�". ,." 'I � ":",� �� 0��
�'\ 1-1-11 " -�� , V,� " , I -+ �
1-11 N 10 11 , � AU �j - " ,- , ea � , - '. + , '� %
�� 11 , �.. . ' "- - - If, 1.1; " �; - - . I ... %.' -�;;;;;;�r"� .!!�.5�1�'� ��:' ��:'.'� , I � 11, N w
- '�' - - � '.. , kA I --:�!' � " 11 ..... .1 - "7 . p 1� �� �% 11 1,
I I . �� I ",
I - �' , �.";' ' I I 1. : % � - -
. 11 I ,�� ' ,
' I o � I 11 �. -
v" �- I � % '� � I , � � I I �
11 11 �� ' " I 1� . I I - ' "
i : - , - I ---- --�
.
.� 11 I � --, -- 16'.,rS . \:�.11.1' � - �"' I
. I ..I,++-
. :� \ ,� , . I ' , � , "I'," , � 4'�;,' � , - '�',,
. . ' � , It "1'.1t'.-.' I'll, I'll, ..... I'll, .
.+ - - k , .�, I � - �'. 1'.� . 0 --_:� I I
- . --� -4� .- - ," I ' �' ��':' 11 , ." , ' - I 11 : , -11 , I
", � ,;" 1-11111"00, \ , ; ". , ), . . - \-'* -� , -1 � - -'�� --� I
, - .1 to ... -.1 I- ... 1. . �.11� - I t il 8 - : C,?'\ - ;Z� � . '\' ---- 'A I '
, , ,
,
" L - Ll- \ 'M , ." , 44 - k V�A !�� '�" 1.1� '-
"'�' 1----1 - '."- . - �'� �
--' ,-"\-, 4�" 14 , " I ',,\ - \ A -� , I , - , ,
1. 111� �' ,". ...".0-00-11'..".." - '- .. I--, I 000 000 7 "I , ,:,.;. 11 I � A4�� � \ ' \ , ': '. �'. �-Oz- 1 )eo� , I � , , � � � \ + ---- --� �
" " - - - .00, '--'� ,.- + .,' , 1z I"
.... I �': �' -.- ..#, -, ,.,-' I--,' " � - -..'A�'��i ., -� \ \ �� ' �'�' � ",' "I
I , . I . � - . I ," I I--- �� ---� ---- �
� �. - .' - I -\ t � 11
'
- I I � - ' . I , \ I I - � I - "I , , '. ", I i .
. - , � I
� � � - I 11--' - ", ' , - , . . V, - �' " � ''. \ I 1� - :�' -
.. , , "I ..0.00 " � A I i, , ..' �' �' % '� 1, ..?, I ', � �"' �' � I I -
., 1. ' , � , 4� " �.A. 11 - � �� / P '-��. . �-- ?", --' - �
. . I 11 +' , 11 � - - .� I I , . - )�� , -, "- I - � I . . -1 .� "'.'. o " I r
% 1. � � t I �.M '- -.1, � ' 1�i A I " �'� , �' C�' ' - I �k --- � ,, --
� , � ". - ,---' '- , I" . Z :..,-' ' �' . ` 11�4 I lsp� .; - .1 -----
. z . I. .0-- , -- i':-' �- I ' �-. �' _-:� I-, " 1, . �:' - , �.. � - �% '�� g , - , . � ---� I 4�;� I /
, - � " 0, " �, �" , - - 1!< -*��v' .1 � �' I � . 1%: � . - i - , . ' . I
'
; . � . : , � , " I--,' ..", & . � ...' "' -�� \ / -" �' ' -- � \ ' 1 ,"'. I--,' 4'a' , r . � ". , - , -�, -'��i ----' 11, � � '� . - , 1 � .0 --� � -
"I - I--, I i ��: I 11 '.�' ( S' ' 11 I � ' I 1. 'i��Xj � I \ " ";- e' � A'v �� �' -s' �. \ �� - �--
'
, 4'. : , :-1 ; z..-\ -, - , �. U% * " �"" - 'g I
� 1 .. '11 I .-�� I -- ......... �' "+ .11 ;.- " ' " " , 11 ,-, pe '+ -� \ � " - �- I . - I , - , , I I � � 1. �4.+- � - - - � 'p v . I � '11, ----- . I . - I
I . . ..10-1411 I �-'yj C, 01, '�. � �'� .1 � I -� � ;
1� � '� .1 ,.,�.",.,,,:.,;!,:�"",r,�,.,���",-,;,:.�;,- . t-�- 11.1 ---� . �" - ---� � f
� 11 I - � 1� I ... - 1. � A " , " 17,' ':��.'Q I I �.. ---, "�:� ,,, ' 'X"� llk`�"' �� - � I .
D 0'' % " � 7
�" . '� "I 1-11 ""-� I-' "I \ - '� I-- :)r- , - . .�' ,".;�'1.111- \ --� -
, ,.#p ,. ; , , � , - .,
I - - .00, 11 - - � "I.- 11 ...... i, - r, \ \ \ \ -�' s i�'X--... \ ..... . o" 'a�' '-1 �'��' � , I
- . - , .. 00- -- � � 4 , -� -- I ,,, '��- I I - 171
1. + , - - � ' I 11 % ;1 ­ 1� - ;�O�� --� 1,
- � - -, -, ., ----- --
� I , I- 00, - I I "� --- - ;,.--- � ----- .1
'� - " � , - I -- � 11 ' - 'I., � " , - I , I �Ikl�"' \ - I I
".
'I.,
I I - ., ,� ", --" '. , . , . ,'��;' \ --l- , - '- I '�?' '�kx-' 0 - �i� . 11,"' � 1, : ' I 111"� ,'� -" 1, ,':""� ,1�1: Z�' , -f;. '
I I 1. . � .1 �� S \ A ...; ...... 0.�' I �-- 1. .1
, - �
\ \ , " q
\A
I
\ \
- \\104 "�
' -"" ' "
-
C\�' I -11�-
C V -j -- -
I
i
, . � 0 1� --� `-
13 -
\ "' �O ---�� - -
�
\ \ � �-
---
\ \ \\\ � - �� - -1 �
I -- - -I-
�� �';� �
,
"��' i ,
�
1. "." � I � 1, ` . t
� .-le 10 . . I I , I �'�" . . ... - '�� --,
I . . - '." \ � :,::!!� "" \,-- - - � .
- � . I I I , �� " .
�'.:"- " I -� - �" C -�p
­ 0#0 -'ki --, \ s '�� , \ '
'�� S�'.'.
�"" k_-� - I \ -': t' - �p "\ I �
"'.1 .' ..,)-. - �­- ';o�� �" � ",-, �-' , \ \ . -,-, \ -1 ""�' -1,-, � &,""�" � ��' " I ,". ,\:", , , . I
"
I - � .
I . . " ", , "'. - V x ��.' - .. . �- \ " 1�1 - �11` �� �.- I �' ", _7 I h,
.1, so - 7 -�`-.+' I.". ,""�?' " 1,
I
I � ", �� 11 11 .1 , I ', -wil�-' - "I �
". � I I . � "
- � i �', " �` �- '-111 % ~- '.'\ - -� I �� �o�+ t I � 11 I." �� k�'�'-',"'. � 11 --- -5---* - '--- -- ---� 11 j
,_,.;. " .. . I , �'- ". - - '-, e" ." I � �-"' � 6 , --- , � `
- 1-11 .' -'. , �-";"'-�� ... . .. ,'
,
. . .. I "
;, -,
- .. ,.. � \ \'�. "Ill., ;;O� '� I
., , — . '' .. , - % � -, I ' " � - --� �-"--- - - I , � ' . U). �
' ' '
I ,
�
.. - -
. .1 "I" - - " ,
., I , ', I I I - I �' ---- -
,", -"' 11 - --1 �,:�� e ` ", 1� I I '' I '�" 'i 'Ile
",00,e - I � 'i � . ! �70 ,,,, "" �", � 7,IZ-1 -'� " N�\
,low I , - - ,. : vp, 4 � +' . 1 '�' _.�' +- �"; ", -V 11 I '�'��_ � ... �"+'r"' ' t�:2 - le
'.'o..00e vp, \ i�' ky, - ,\ ,
. . ';�� \ V� ;� , - , 1- � '
'010�� . - ;"�� " , " I" o ,1. -".'� "', " " ' \ \ ""�� ,' Q, ' �:' �'. , , � � �"t 1�1 "I-111 \ 1. '��-';� , "'� "I \ I 11 I "I � 1: (5-1 V-� \, 7�,,
_' 00, A '4 "I 0 �'\ I ' � -' �� --w ' 11 �
%, 11 �' � �: � I , \ - - , 11- .� �� � ... : ..' �- -� ; �
.0.1 I--.' I 11 " " \ '�z -, ,""" - I � - , � I I, "I ---� " � '.�e
� - � 0 1 . : r- I ' \ �"� :'!') 'I, . 1, - Z4 "
, I -" '� " -" '�7 '\ a z ,�"
�� -'�.:;�:" r - '�" '� ,_1 , ;:�� � �� 1, . , .'.;�'
,", ' - \ \ V.n - <% V 1: r �'. , ;00'a � It � 1;11
".e �' � , �' w It . �. I "I � �. �� ---,",\ , ' \ \ � 11 , , ' 7 - 'eki 1-*
I ' . . � , -t �
I I I
I
'
-1 I I :;� I " ", I " I I I � I � " . . I . 1 -11!;6� .. I '-�� '. \ , � ' . . "', I
� :"k , - ;- 1, - I � � � -,� I' W , , �' � ->,:% ' ' -0 rz� I '?,
"I. , "I (9�� � � - "�' �.."�
'I- '--1 ' A -, , I 7`1 " �' I - \ \ -\ k ",, 11 � , \ 1� P, "� � -"��""" '--" � I Z;� � � �
0010 ,.I 11 � . :��"'Z'i�.� /'> CD \ 1-11, - - - " � , �� '� " k. ,
-'� '--' '- ' , � '�"
I 0 � �� "'' -,.. < 11% T- '�"' �� z !�' ,'
' " - , I I I . � .1 I I - " . , I 1� ;85 �' i
1. � � . 1. . I lk z ...... � - -�, , 11..�' \ , . I., ".5fi � I � I ' I
1. - .1 -w *t , ---' , I,& e )� .1, I
" + I ...... . - ., ' --� , �.'-'-
� ,
I � 00 � .. .... , <?; , 11, �' � li I',- --1701 - I .11 ,,, , I
" ,'. .' , \ - �� " ' , (:�
'-� 00, I +� -.1 � i - - "�.
�
---11 I'* � \ ��) "C' I -
"r, ` " ":�- � - , , ,� \ \ J- 0A '� . I \ \ I \'A �-� -�' . \ �
�' 77 , i I , ;' - I , ,I -, I , 11 4" , -� . I"
I- . , , "I, ,;IF, '--�*- " \ , � ��*'z - - "P, ", � . I",, 11,
. �
1-1 � -A \ V'- :1� 1-1 x" � 153 t '�
' '
-q 1. I �' ' �� '. i � .- . - � I-, I -- I -1 - I " � � 11�-o
- , '.; . � . �. -1 � � � I-;"- - 41 "I ,I, �
" 0-1 0- . \ - - - I. . -AZ -, -d' t"�- 'j, + . � � � 1-1. \ \ / I 1. I . .
+
'�'- '0 I , - N 'P'l- .. , , , , . - I--, I wv- -`�'�>- I �- �-'Itll 111\-'
, x N , �N , , I :� "'N �+
. -- --\ "' 7-.62 i '� ; 11
I 11-1 I - LJ -j , , � 11 " � ,,, 0-� , � (9.4� � . I '--'-'��p � ' - � I '/� � �� � ..:i -� , I
, I �- -;�� \ ., � I
.
.,O..- I , 'dr -11 z -I' ;_- - 1, A '� v I" � - 1 5U P, ,-- �or .��' 'ol- -�:Tj \ \ i ..: - �' ,� \ \ , 4al �N I 1% �- I, \
.I--,' '--� � , � I - � , , ,*� I ,% , % W% .11 " %� '00
I \ I - <)
' " I I ;, \ "I" r 2 "-I.
';'
I ".- �� ';, �", ,- �
"" \ % t � I , �
- , , , " - 2 '
I I d. , - ';;-':� " , - A �'. - �
.'...wl , . ,� �i � " I , , \ \ - -.'� I" ' �x �- -<%<P- " p'- , � , I � 03 !4w ... .. .. . �i I ..." I I '
- I - �' �� I" . , � %_1 % U.2 "
c ';Fp - �� ' ' IG -1 "�'
- I , , ,I ". VU V-� I
'
.1 ". -� � �'
I
I--,' . . - I I - . . � � ," J . -1 " -, I , I ' . .. ; I 0 < -1 I \ ` '� V---, , , �' "C 11 I I 1�1
- "I- �-' " , I- 1; , I 511 � I � ", i
, , , �11 . 4 , w I 0#" �- . -
io':' '. :'O� - " � \ , :- --1' f I i'4" :' � �,� - I .11 � - '� -',- , "I'
,"'-�l \ 4�� %n I I I ". 11 'k I \ \ , . �'
I �, , ' 11 ' ��
, . At I -
I � I "`­� - ", �;dl I '- ,,, � ,.ii; �� \ \ � -1 '--� I . I i.. I � \ - " , , 1� , � -- ?-,I 4,
, - " '
- - , I -11, .
� �
I
1-11 � . \ \ \ \ :" - '-�
I �'� a �'
'007 � ' I , � , : , ' ,
I--,' '10 .. -" ,-,.,-' "".", -']� � A - .
� , ,,,, ' �, - k V� .11�;�' .- ­' " � . �� ..!:F �
-, --, ; ,- - , " I - �
I -�- - I - .- , - -v% k ,
.1 � "� ,,- -'-,,- J,.." � ." 11 " , I -1 11 I 1.1 -11111--, � ,w �
I � " , , �, '; 1. � , - ' I � I - \ � \ \ ��­-, ��""� I ... ...... �. , I "t \
� ... �, " --'�-'; . . : \ \ \ \ / . , �
\ I �- ... � -1- "" 101, �� I r�' ' I � -.- �
,
"- '.'17 , . � ... I -loo I I '-,"" " , �111 -, t:'�- --- � I
I ... -.1- z A � 1 .
-1...' .. " - '.�� .1, -"' -, \ -"-'�p /� \ , OIN L - 5 v <--'�' 5-1 - - - � I �--'�,',-"'T , , ;�'.'-� � - - �� I , ' ,
,. I - �60- Y- p--1 I I ' . i, ","; ,1 �.. - fly I � -
"
I I , �
11.1 - I + --""-""'�---V , 'n.��;;� -
'. , , -
---1 -'� + � " ' ' , �'++ A", - ", " - \ \ \ \-- 11 ---� --Y-�� I I �� I , /' 11 . - x "I I
I- ," i - 11 "I �
I I I - "
I , , -- I � \ i
� I I - I ,� 1:5",% \ \ -;;;0000-, # (:9 + ,. :. I , ; .. A- \ \ \ \ , '- ��"� :�� --�- � �w' ���' 1 , , ----
. � 1� ,00 -� - - " ."', � I - ' "
'
I
- 1 I - " I
,� ' I - i �. , - ,,' I - I . I �' ,-- --� :
I �
- �. - I I -4
. � ', � "I', - 1 " , � , - I � � 1 1 f. , \ \ '. � " I - � I ;
---' <9 " ", - , --- , 0.20 .
I k" L J% '�' I '. I 1+ , 1 W4 I � ,. . I - � , --- L -��" � I � (A r I -- f --- .1 I ,�
I 11 +- _' I Dv -w - � - 'n' .�� 11 - \ � � � �- --� 1.
I � �0�1 . - V , , -
I I . O' 9 11" -, .� - I . le4 " _'('�' , .. I k, t� "�
- ,
I ,,,, , 7 M ",
0.10 - " 77 8
I �� .... 'q - , �1' -am— - � � I , --`1 --�
ld�` , 3 \\ \ �NGV A \ " V + '^ �
7 \ .,' -� - ' '. " , --�- ::
-1 �A '�' .1 ,,,
) -," K"', - \ \ �A , 'j � '� ,\ '�1111,/ -
' \ \"' 0��01 -'Q- , " , s
� I
" " - - I V) . � I t 'T� � I , i", ; , r".) - .
11 1. AO jf� '- � , / \\ � A"P.1% \ \ .�- I `� ' - �t i ", ,---' . ,)\ .\1 \ I \i \ --, �- --� 177.15 LF 24- , '..' -,, �' - -. \ �� v I - ---- 190 1- --- I . �-� - -�
'�"� 00-- '�" , - ----
, . , " \ N \' - --*� \ " 'tr' ",� -'� 'e- %-'p �* 6%, --- --- -,!7 .".�—',
" " , ."�� , �
, , ��SF' , - , I -----' ---`�' - - `-, �
I �: � -1- -- . I -1 ) ,;;6 1 R) ) , ,�""� \� ,' � 11 11 - 1 'k,''14), \ I , � 1, e . I
11 - \ \ \- \ v I v '." - 5 03 --
, 10Q , - 0 \ (�&) .-, \ \ -t, I - , -
I ' '
,,". . I -.-t .�;� I .
I I I , '�- . I 1. , I ," - , , - -:� -........."io I 11-. I \� , �4 i
11 �� d %.' I - ", - I'll I' -" _\ -x,. 11 � It -r<� -v ""_', -- - I ' ' p �
" ':"--)&+:"- 11, ----
� 1; :' '-��' , , / \\ -,'t:-� .1 � It - \+1
1: �'e � " I -11 -- � . 1�s \ rl� 1A -� t' ,1111`� , . - . ��N . I -" �'R v �- I � .1 " - �'� ," ,� Go lu.x� - -� -- --- - �
, 1, - "., I "I � , 11 :�j 64-09' '�. � - -1 11 (-/)
I -
.", .", '� ---1 \ +11 I � 11 , , ,� %'Z�'[',� - + -�' I I i , , - � 1. � -�A " :'--�� -- A +
-11 - I � -- , -1
I �) I : , � \- A " i��� - —
. - -1 "'', , , ,>' ."�\ � \\ LZ I . I- I '-�"-' 94 \-` " I , 6' ,- W-fg-, V I , ........ � '-� ��
� .1.1 - ". I j, . --��' :::;� I , 1. 1% 11, . --- _"� 1� - .0'pp I I I , I - 1 15, --� 1.
. - . , �,: '. --77�� ' r ::, S
' - viz-', ,-, "I I , . I I I : "I , , I � , �' ; -11, \ % � IP4-� 1 - I � ��� ---
` I - ," , '�. , , � ' v 110 � � � -"" i � �-' — -
� � ", +' I[ � - �� , � -r 'p, 4, :,-I-- - ��-' \ r "-.
, --.1 - , \ \t -) . -,---" 91 %'. , �- ��' - \ \ Z� k I *'ve ----- ', I , 11 I ". -- 1. 7 -, -` --- � k^ I -
I I I �
�11 � ':'.�'.-- - .00- 1p/1 \ t I *'�- I '�"'� I , � � \ : ,\ "�"' An � M -=� � * (-�
" , " - .�' x , '�% P, I,"- I --- , � - I � il i " -,F , ;�;' ; �-- �
' ' I I., % '�"' \ - k �- �'.' I . . , , � . --- --- --- 1� ,
I -, " -, '.j � \"0- -" , I . . I L.n 1� v, I it \ , --/ �' ::�' .1 -. I "I", \ \ �"'- I ----I
' x . � , . - ---. , r, \A '. �Z.' . -
.-- " � I � I 4, ---- --� I
' " ". .'
I -- , ," , I �' I , - -';'�' -" 1� %� I Z�t�
.1 , I... , ... I �. o � I --� i -< , 0
111. -,p x- 'I,-, 1, - �"��; I
..
, I - I" . - ". - I . - ' "I A -, � ' --� " --am \ �'+.
I ' ' -1 , 95' I- � ...n " " , I - \ \ ' / - - 11
--,' -, ,", ' \ \ \-- -;: 1- I 1, 1. . - , . , -;�� ---�- --'-'�' --- �
"�- �. - - \ \\ '.�)�� N �' -
- , , � -- \ <�� \�6\'\' "', I �'��'
. ,-I,*— -77 �;\ '�' , , I , 01 , - * -- 7'A :�'.' 1� ".11 .,
I 11 , "I ; I \ .2�1 \ �' " :z -11, ""'\ 'i"" \ ; � I 1-r 4: �� '-.'�" �8
., �' " . , - �'-' �p . . " \ . - co
'4 -'� .", � ';� � I .
--�' �� � �� � I :
z 11" 1. - , \ I Q, " I ;w, �, . - 1, Z' - I I �M
'
I r"T�a � , - - " � - I -
, , �
, . � 11 ,
� '' '.. 7 \ \: \ \ 11 \ � ,.1. � )-% 11 � I - ��4 r- �' \ \ � k "" \ -Z,-.
. ' 11 �. "i � i I I 11
U� I \ 1-1� ,/ 0 - "I I , , � . �'. lz�� , 2. 6 , ,
-'� / \ \ \ \ � . \ tl� rcp \ '- > , \ , " ' ""' . I �,* � -- *�� , ' t. �� \ � 0, I --1. - . I r - L&�)
77 , � I jpuo'� I " \ ---N't- . I \ .
�� (;;6 \ - \ I .. � 1. � ,:. . x ? I I
�' , I I �
-� - . - . 4� , - � s . � % - -
I \ 0'<'�\ Q� , �" w ." .1 k��A'
2- - 11� "� �'3' � �- \1 V'k- 1.""
1%; I -1 .� , '.." '
I
' ' ' ' -
1+1 z I �.
5 f0l I - � . " I - � �' ':' ,"', " \1 L51
. Cl) P- ", ' � , - -"7";p � �% � �' '-�o
-e_ 1. . ��' ��,- , , I 0%
� -� I �, " ' '. - '� x" 'e, , � ' �' � � - , . - � "' 'A��-" -'-' �. I 11 &
I , . - 11 ,
I I : 17 I �: 1, .� I
I
.1 -�` , I "-�\ I UN 1 113(? /I / 'e� I . .'.. \ I I o � -)
17 - ,*,L \ ,1� �". i:9, ... , v 1: ,� , \ \ ' , �' �
, ,,<>, - \ \ \ I--,' f " . 0 I � I
4K'>7 .1 � � (�> . 71 ,-(,? �--(�)
,
. � I I I-- \ - /' / A I X'
7 \ " \\ ,�':-- ' A " ) i �
I
"
'\ V -, . ,� I � <� '-� , 0 I I � - ,I- 1119
PZ�k ��,q've \ 11 11 � ��' "�', 13r % I N . 'I, .' (5
10 qr- \ ", \ \ �o it., :- � I I \',"'�� C !N1 .."', , � � Is � " "'-"� , . ", .), � , 1. 1., � -- - �' I i" � 1,
- , " �' -b- " �- " I �
t' �� \ �' I \ - � � ".::� . -4 '; � A ' .6; � � � "I \ I , I ' -
; I , I , " & , , 11 - \ -
1. �- (p, , N 6 "I . � " " 't"t �� "'-:'� Lp 'P11- . . _ 1� "/� 'Al I 1 W' = _4 ,I, L�' �
. '� �" �
" 9 I- oe�: - -:. - , ", , '.'s' -:1t . � v- , -i�- ��' '3* ,� "
. I , . .b. � "' �
I I' � A ., "Ill, �11
I � \ � I--*' - I �' - --c � �� 11 ." , � , 'v U I 1, --A 1. " . .1 "I I
I . 10 ' ' ( � -"' \ i, -, \1 � vi '\ . . , I
- k b -� , "I I I-, '-, , �, � -,-- , -, \ \ I", i A U - / - Irv, \ �i
�0) -.0 -, .. . ... .
'�- ;;�
I
�' I'll " - , I ..... re A , 1, , -1. -'k �-i� 'III- 1, ri " \ -
0 -;:- - " --�' - I - J�-'�-""���A
It \ \ < � \1 //I .'t'�'iw,,'� �
� - . K �Q C1 I..'. - �
'
I "t,"'. *� 1, - �
" � I I % :
.11111 , I I '��. \-(' � , \ � I'll, 11 +1
--�O� '- . I I - ',� . -)
\ '- -� - - 1, I-, ` I "':' .,--" --\ , 11 - . I / q,- ,� -1 ", 1. , `11� lk " - " '-- �'�"' �' - ..
I- :� V"
s , � ONVII"'��' � - - - . , - '�' \ \ I- /111 I//,\ .r --
\ \j \ \ .1� �. �-' I -'��.-� ""�' � �""",� ' ,
> \ I - UP"', I " � '--- .110. z' "."'I"'.11"I",-�"I", \ - ,--', - * %- ", �- '."� 11 I v.o' � 11 "w'A IZ. - , e � �� I - � (5
;.'­ �' I V�'.V'��-']-".�� I ''� I ---
'�'-%'�' I �" � - , �� " � , " I I � -� � .1.
I P11- 'r- �".,"-: �- 2 1 - %"-. 1)
-A "'�-"' .--� ',' -. � + �" �' - � e i7y'r' " �'� �'�' % . N, -59�0-'71-:�- 1 , � 1 !� --- w
- � 1� � ---�-r' , -7-�"I-�'�'-'- L�N
- �'e�"' . '�&P�X\ -1, -11,
��
I �-' "' ' ��:' � 4 � I I ,� - � p - , \' , �'. It, � * .4 A " Z- ., ( --- "
'
- - �' � �' I
� I � . ..' \ N%j �'IN' - � I � ',"'� �-r�-O . ,. 1. *k ��'0'6-41 'n I -� --- - -A k' '. ' -1� ---- ,
,­ ,. - I \ , �� ; �' �' , -., -1 11 \ , 0 � \ <�;'/ 0 I p M I --�>
\ \ I '� vjr- "", "A. ' 1%, �;'n 1, " -��'�'A:�i` \
":', :�� ,- ,"': , ��01
, -, , f, � . - , ", �' \ \
'�� , , "� -1 �-'-'- , �A 11"". "T"',
� \ 10 � - �-- \ \ ,-. , �, '� \ . , \ , k"
11 \ \ I " \ ,
�'�'^" � ",", '�- - -�% -10 I b I 1� I :'��' � ,� �,'- � .' \ T, 0 1, -�-c-'--p 4 --- I
% .", - ' ' ' --- IF i % 10i-, , w:,. � - , %, �� , . ", � I
'
- , , \ \ '� . �- I ,. �" ' � - �1. . - v;' , 111V \ - I - -- �', v 1., j, --- --� I C:)
'+.:'� * -0) ��- "", -'Y-�"' '� , I ;':��'--� I, I . � -�- � - - , � , - I'll I . — ,
, I . , . 14'. _ " � 14k, t \ v, ,t � x ..----�1�711- - , 'M I:- -.':� � I Of -�- ---� z/ .' I
�- " � -, " - --- I I e
"I. v I.., IR . - I- 11 � � �� I . � 1, .'i, " "" 72. ; 11 ---- �
I . ` \ -'�'\. 1; -"': ; I &- � I �- , , � I '-11 , 7 -N,
: �. , , ,
- , -, ,,,, I " 11 'VA - 7 6' - -
' . - I I I I I , � '' %��' � -� �-� 1�
, I. 10� 10�Llv . I ., .;,,.;- - -�7i� It % r'.1p, --� o-'" , . - I , " , - " -
, " . � I . I 1\ \ z-- � I 11 , ' t, I -
I , 0 1
...
- , I I " � � < </ U, "��' --� v .' , . Ai -l-, > ` -- " --� ---:�'
, � - I I . I -"' A � le � -� " ,:--.V- � '� '- "�,'-�, � ,- ---7 4 --- I ;
. , � I �1. :
, 4 ' - � \"O.,"'\,�' . , .� - \ � - \."�' " , � '-' �� '% �-"A 1, . � I N \ --- I i�-D
'
,,.' �' ,- ,� � . I I I I , �
I I , , + I ;
, ; . 777�--- -4A `11' �-""-A 11 � V�'." .: 11"'�� ,- --� � -
'-� , \ -, I !� 1� - � -- . , , --�." I -
, � , \ I -��;�� "p "
- �- , , - , ,,-- --- --�
, 11k....'k I I--, \ �� ---- " I I 'p -.-. -" � I - � --�
'�:�- S, \1�11`\'- ., "�� . "VA k ';i + - i � �� — — — — — - \ 1\1 \-- — --- � �� " �- . d- � � '
�'� , '�� - -1 " , �" ". � � I -'�
, I . , \ � - �, , �'. '�' '�111 � I " t' I I - \ \ 07%, v ' 1411 \\\-- "-t�' — I I�.11111\'�--P�"- '!%, ,
� -, \ , :' Z - ',' I I - . I � 'S-'a�- - \ � ' :�! I I --� --- - ---- --1 � �
' -- , \ , \ , x / '-, -.: . ; --�� :�'
�
'��'e -0 -.- 9t) ( ! 11 V � � I , 1 98 bl 11
\ -�-
�-' 0 1 '- , 00� ."A''� ,1 I I I I � . I --�� d ;e I - ; � ---
­ ;�' v, 1, . I � "' . . v I !, .� -, , , - - I
- - ,7:,,. �
, lle�'-e �'�� \ � I . I I --i 4- ----'�' I ---- . . , ---
"-� - '-� -(-;r I I I I I .. I " � L - 141- 17' . I — N - 1w ��,:; � I . . - I �, ---
I ,�; \ G ,--\ \ 6 , 1. ��'," , 1�1* �-�� ��"�4�'-�
1 4, -�' Nop T'x- \ \ � ., , � I - 'A , — ., �o'---7 .1 --- 14- 3`1 J v;,"L...�-P. V, � �
I I r I- .: Ili I .1 - --- --- ---- I j -' :1 ' " ;;.� r-- ---
- "
: , 1, - - \ �,." \ , \ 11 � �"�"' , , �`, " _ � _---.!, ::�.�'-4----r � � - — Z.M- - . w I ", � �'� \ ' I "'t'. I � . *�
*'? '� .1, . � -�- I .
'--� '--1 I I ��'--'� -a� -q 0 , ,--' 11 .11 . 1. , I I I -,IN--+.- - �� --- --- --� Is 11
�' � �ij � .. - � I ��- I , � - 'Ir 11 '�-' - -111, \ �' � �
.1 ,", �' 11.1 <v .�' IDE sEiO� " �
I '.11". �+ :' -- I.. - �' - - "I,- ". I '� 1. 1. 1� ..
� -' I . \ '�. ..' I 11.�k�" -� -- t '14 t�; * I<&, :le> " --� I . - , -. I �, � 5 ,.,,.,,
--, -'64'5, ;- 1:1 � , X �' '4 -'� I --------- - , , - --7 " A ---�
. ��' - .11 I -- 11, . I -'.�'-�--� . ' #' ' _711 .
- " . I ". � . , - I I I
. , I I .. — . I - -1111 I .1 '
,:� I I i :� J� , , - - I -� -
"
, , �' , .1 — �, � --� ," :1 �" I ',"
'--, " z �� "'-- I � I - � \ .1 " . �' - . --- / ". ' ;� , :
,� 6'0�' ' I 6 . I " .� ,� x �� \ i V
r, . - i I �. I , � �� ' .
� ,- \ I , : �' � '�� — 1� +4 � I --- I , , �'
I / ' I . + I , , 11 ,,, , , , '� Ill "�- -'F' VO --z I .1 1�1 < I � V
� � 11 1� i_ � \ 11 - 1� , �
I , "'..", 11 , " '%, i, I'.!,- -��i�;1;315 '��l I - , I .
'-� -�' -1 .� 'w"'. -.-I � , �:� \ �11- . �\ \' \ , ',I � -'- I � I - i A . "I � .11 , I I !. , 1"'.1 I
� � I I ., ' t' - -<,- - ---- I � I � - . V.1: .�� �\ .\ \ '
.
�-' --1 �� '� ' - �' 1.11 " '; �� \�; 0% � , " ,;� .. � I I I , .. ��
"
I ,
'1�7- � � I �..- I -+1 '. i — , , �' 7, �'- ';�'r� --� --- I i", '�' 1. , , .1 "
1---1 '1-1 �� '0�--� 11--- - ,�'�' '. � ,."
I 1
, . . " , I I � � � x
11, . , I 1, - "I - . , � I . I , A I , � - - - �� 1,
, I
I I
' I " I i . I '� , ', 'Z; �� � I I � 1. , . I , L. '--l. 15'SIDE -, �� "', . � --- / � , '. � � '% , , 11`�
, � � .. �
- " - ICQ�5�; I I : I ,
4�""' 1 ��.��' ,
�-' 4 1 1 ' -- :' - - , \ " "ll -,"'v. ".1, \J, 1 1 '. . �m ' SETBACK� � i � ",--', �;�" � . � �
-� I \ I P� . - . 1. - I � - � i � � 1�1 1, ` . �
� (01 �- " 5ro :1 I I i " : . �- � � , A �
�': / - .4. � " , - � . . . ,�" �� . I--.' -11 v " . 1;*� �.. � I v � I. , . " �-". '� �. �:-'A , I ,- -
I � � � ,- �- I ) , ;� -i "I
- I , , . , -, �
I ... I I I . . � - 11 - ".� , -�" 1, 11-11 ... �+ \ "r -v � 'r '-. " it M - I � I'' I $ ,1 � - - 1. M
I - ' " , 11 � ;
. I * �
, I
... � � I . � - I I ` ' I t, -':' �: :' -, ,: - .'' i /-, . :: I � ". . . 1�" '>��- .t. �
"I k^'Zl V A \
. '. . ' -11 � I %'% '; I I , " -�p I , : , I - .1 "
.�... " �:- 1, � - ., , � I . -1 -
. 1. " I �.' - " I "Ill., v , � I-, - �
1---1 - -:: , ... �. , , \ - '.�� 1". . I - ", " �4- p -, '� 11,64, 1 , / . 4�� 1 /' " " ' I - \'k %4� ; �'* . -:1 "?,
"--, " \ "- !'� ,� . �v , , ,\�: - 10
11 ".
I . I Z. . � .3 -,..-- 1. - - \ , ,� 11 I '
'_1 . .1 ." (1i , . I., , "', , --c� �' . ': ... . I 1, - � - - - I I " ;
� \ 'I." I �
'...-.'N-.1-�. \ : �� � �". � - � I � ., ttr I I I �
, , . I �' : I ., � , I � I . I ''; 1-1 . �
: , � .! I
- ��i� 41 ' - 11 ' , , ,� --'w - � �,
- "' " - ' '- I I
I :. -'�' I --n� -J� I I I It, � '�:'� ,-:� �'. - 'Ie ,� - ' , " N' , Al
' I - �' . , " " I .. .' I - s7F,,.-,, \ �i' \1 ,.�� 5�,�,- . I �� <b ' ; &- I ,: , ,-, ., v 1, 2-1 . 2 "I
I I '-41 �� eU11 �� , - . - � �� ...... 1�� \ \ "I 11 v r10 , + -��'�� . \' V,
, -
I '-� : - � 0 , , \ \ \ ��\ '. � 'k \ �� : � N 11 o "�R)
-� I � - 0 1�161 � '.�: � , -A I -01 ' '_1
� \ 11 � ,� " 3�z' � " 1 ,
� oo 11'----.:' \ \ ;,:��:' " '� � �: i + ", 1. � I � , �
.11, � - I . - �r I �� . " I . %
I " j. <- /"� - --�' , I
Z' I .. " N3 11 It I I I
LLL I .. � , .
, . '. '� - 11 . � � a,, \"' 5. \ -4
'-� � - 11 I I �r ' ' �, �% .' .' � ' r�117 -3 1, - M +1' , , : -
"'
, 11 ,
- � � '� ,
I
p 11-Q , . �s .� ,� ", I., " A -, ', � . Iq ; - 4 C), -b, � �( '�k'�� I - , , '� "� I p1<1 M\
'� - � , It 0'��
,
,
. , . -
- , I I - I � 11 4444 1 �� :-, I , " , - -
I", � . I * w Cl)
I . '
2: , I 1% , ' � \"11� "I -.'� I I "
'
I " .1
I � I "I . I ' 0 + - I I a. I �� v �� 1p/1 '"'I
�� I k". � ,.- V "� - '-, �.',' , V, '� 1-11
lc-� I 1, 11 ' - ,. � a , -11 �.' ' - I I T
. � I ' , . 1 :'3 � � � , ;A - M ': '' , , " � , I � 11
I - I- I �: i: *.) � I m . I � I'll, . . .11, : , �'' .", "��-. I ."., , I . -.
,
I I 1. " .. L " I � 1, I '� -'�: . I " 7K
I . 1� " I - - . � .1 � . ', I I . - I , �Ln
, �' I � I,. . - . / , I , �'
�, �': , � ; � t ,
I . � I ,--.-", ' I I I , , . t . �� I . I ''I I I I " .
+1 I . I , I I- � \ 1. -11 $' v � " � I � - I � . � . I -' �' ��' �, 61- 4, J "-
'
I : '-' �� -10 "I � - i I
- 11 " I ,� I I - IS'. ' ; I
.
� %- �� - - Vl"�i.� " � ; , , � '� I I � - � - Q0 I � . ""r ' -e.
- < , : I . � , , . I , - "I'll, I ",- I . I fl"'- + , I 1 5 ,I
,� -^ .. -" \ -1 .. �. -, ", .1 1. "." 11;
I - \"" : : � X \ �'�+ \
'� - 7 "P'-- V� -, \ \ .. \ , ' .4 - I %� 01 \ lc;L '.� ,,,, ,'r " � I � ,
I \ A v �31 � � I
"I � <cl ."- V ,. \ \ ".-_ . � 11
I qc W, `1�11 I " 1-11, k \ I � , � - -1- � --,
1, ; I I 1''.. � I ''-,-,-,--" -4--1 -� I
I �: � " . I . . 1, 11 ; �.�:- ,,,,,, ­ '" '" � b , I . � . - �
� -": F�-% ��'% : A -.1" � --" "', , � 11 I I � I 1, 1.
. ' ' I I 1*11, I ,I
�' . - I � � � ? �- . ' � /— � - -p . ' :.'�- -7� , . "
-, � i �,:' �-' 1� I--.- V JIf
-, , % .
, , .
I I ,'� ./: \ \ - -�;' � I
' . �. '. :: ,� - �: \ + I- , .... .... . ..... � "o" t
/ � �" \ , �0; . ;"I"", ,". \
. I � ". ,. � - I 11 � �" . \ ^ , - �-" i � .1, ",
,
,
, � � 6 - 1. . � ", " :"'� I", I V ".'.' t I / '�l � �
, �' �5�;) � . �6 :48'ff � :: * I :', I - � \ \f ) \ \ \: " ", ' " � � J., � ' , � ';�� 'p I � 1, � \ " - : 7� 1 (
� I � I - I " I 11 I - V ';�' �' .�\:- " I I � ''� (A "', - "/7 - "I : . I - � .Rp -" - ---- I 1, I �
:. 'Cr . I 11 I "I . I- I I - I I 1, I � ",; ---- I I I I I'll 11 - I ,:. � - " I
- �� - ;01 I .11 1. I.- "'. �-" � ; � 1+ '� .1 . ^ ' ' . I I � - I
,
I I 11 �
, I , . 116 ,,, - 11 � , F— — 11 I ' % I .1� �- -L - A L I ' I I --- --�. . I
� I ,il I I . 6 � ' I ;' \ ':� , Ni � 11 . I;b,z" -<r" * I I'' � "'a � sl ,.- � , -I- � .7
0 ' � � , \ \. - - - - - --- 1 :
I f ".1, I r , � x %:�' 4 � v. ' �. I � �'-I� , ;"'. � � I .' -, � . - � "Ill I
I "I I 11-l".11. "i'-. I �' .� � -:g� ' � ' ---- - j I
I pv1 I . I I ". \ I i 11 N., -�- S--./� -�- �
I. -.
V - �-^* If I t, 'C'01 7 ", \ .,TZ3\ �-.'\ I 1, �'�: - I , '' - I � �;'- , I - �' ETBACK -� , I 7 -i 11
1. 4�' �-�A , I v I �' � - � ( - 6 . ....... 4',
� - 11 I I 11 . I ; I � I
'
I -
I
I '. �' ,' , �. X I S jvL- --� �� � - I --� "�' 1
15. � . �­ � " I � " � I ,�; 1.11�1 -.,. 11, 11 �-J-<- .
1-11 - I . � � I . .; I - #-� T - - - 1, ...... I I , , � '� / �' I-- '
11 -7 1 1, .'.. I - ' R . . � + 1+ , '-V1 \ � \ \ 1, I.. -� - - - . --� I - � � , �'- �., 1, , ---- I "
� V : �i�� -- " . �z \ \ 01 ' - 1, \� %, , � 4:0 ��' i 5 - " 11�* .' I I �
I � -- - 11 - � 11 - .1 1. �-' , � � / / �� ---� ,
�'\ .. .1 1, ' 11 -�'-- Ir - t- ,,,- , , le
" 1-1 , - � � , . . \ � " 11; 111. .111w.", '-�--': , ::�.�- . z , I � - , - ';� - . " . -----
�-; � I I -%�'5:' � ' "' - , , - ' �c:�" '' � , -�
�� �' I " \\ C� . , ','-".-%;'-" '� .... '. �""�' -" �. I k . a- I , i — — " — L� - � I "--�' --� ---- `�' ' I \
1; , - I 1, � 7--: � � I , " ',1 . - q--,--" , , ';' - �:.' , I 1 216."' , - -�k--;p : I - r � '� --._� -_-%., ---- '
" � 'f- t t-�.'' , I
� - . X, .. ., , " . I � \ - ,: " I . - ---- T-:�& - ��- -
',I I, � I � a , , \ . �4 " I , ---- I ----,
.. -p , - \ \ � .":;� ." — � ,� !:�-'�;' 4�� 'Z
1� .. " " # � . I . I 113 ) " \ �" I 1. .� - -- -�' -%p I I
1� \ 'A � .� 1� . .''. , � I ' . " , 1 4� �� � I . - �-171�1 '--� - � I ,,, '� 19,;' ---1 ,-
I � � �- , . \ \ cp� , v . . � ,, -C< -�-- --141 '.
I I - I L I , , , "" � I -, I
11 I CD � I � "Z- IT-
-
, � - . / �1'1' :��"",. \ '� � .% -: '., - \ � �'J�' I +� M� t= -� - - �'7 ' 17B." 1� �'�� --- - ---� * 5 � 17, �-'. �i 11 - - .,Is, ---'� \ �
\ 6 i� ..... . ,
I , 1 - - - �-----�------=--�---;'�'� � -:;'� - ,-' --- 1, "'�� i I I
I-- � I I "," / � - \ ""�,:' \ � ' "?f'j��' - �- 6 I / 11 -- . . .
� . I I * I -� '. 1 J1. � : -- I *�-'y ';� 1, I . d -T,- ' - ' �' � -'.'�- '
1; . ��--;, .' - ....... I
- I ' "-' I
�
.�' ..'.'
. �' " - " ' 'J � - '6��A' 14C '111, JF- Tr- 1: , --, \
,: � ,.. , I I
I � . " "� � 1. '-'v . , 44W �'
I . . !�" .. . I � I < 5;; � ----- j -�7-.' . ,- ,1111 I '�
I I 11 ; . -- -1 1??, I ,
''I - � , � I Wtltl'ilp I �'- i -1 - t;?1*'- - - - -`- - � '--Z�VL'-`.f�" I " 1\ / '�:' Z I -1-11, -----A :
..
I. � 11 I '� x �. \ + 4 � ,� -0 , ,: -"- "�-� ' --� - - \ .. t -
. . I "I �' \ :' t "I 11 - I Z'&:"-?-**'\- - " - -"",. 1 22.9.58 1 - ��' '..� --, - - +
. 11 . ' - \ (i�. \ \ I V, N \ -\ '� . � �; , ,� \ \ \ \ ; <��-��' - V — -L-11 7 , '-�-- � -- ---� - " -
�� � - \ - :::_ ,
, v T14\
0.1 / � \ ) \ - .-I. . - ----- 1-'y 11 w- 11 .1 I �" I , � -
' , It 111�
"'� '3s" ' �j Z' � t -w il �' , N
1� 11 I/
� I I , ,) � - �'
-,---' - I � � I - I ts�\ \ I I � t --1 - 5�- 81?� " ,-.'.".'-`Z'� -, I --- --_ � 51
11 I I " ' . , -� :
I
'�- ,--' 9 I \ \ 1 r- I a 0 V., 1-1- ...... ,- - I . I �p , ,
Ick p I \ I , + 1v - - I I -' I . ,- I r/ I
5' - �Nq� �'v 7 \ � . ----- r--,. ""','f<- � 4 � � ---- �
I I I I -- � I � � I a "; -'-'�,, -,,-- � �
, � I � � �� ; 0 ' ----, . . 1v -/', " , I <1 --_ f ---, � ,�
� - o- I -t:L� - v ,;;., \` \- UTv � i -') �� '� I'll (�'q � � INZ 11 -----k . 1 ,7%9 � `:�" --1
", �
" - .' �O , lir 1�sim I � \ \ - � "'-' , , 11- I . . --� , - ezelll �
. .�e ,� \ ,.A \ \ \ — — — — — 4 �, - - w&, I I'll I I :"'--�p .7 11
, '
I � -A \ t \ - I - I �� C: L4.2 i ;' — , —, — ---� 4-0' N, 'i��"'*,'�- �"-"'-'
,>,,�
', I
'- ,--151 '--�' ; > \ /. I I I � \ " :i� Ze �- P�11 - -�" :
.1 .. '
1 .V r � (a . \ ( ; ,I, ---- I I -,\ - I ' I --< --..,.,
I-- 0.7v .\ -�" ' \ \ ' ---1 '�-"--.- - I I � �; S, .11" I / z ---- --16 '�O' --4 , . 11 <�"
, 1; ".''.- ' -----� I
,,, r�� 1� i 1. I / / - ' ,:.,.,. " � � -� � v 7//
---� - I :� I q - - - 11-1 \ \ I - 0 �� ---�
" ,'. tn -X�' " \ \ \- % '01 \ cl� "� > I I "\' -:a t:'� v, 1� - � � A . 1:57.�'�� - . '! 4-'� " �". ; I
I 11 � �� I - - , �'
� '\ 8 1 1 iL; It , - '�\
11 I
, 14 1 -w/, : I �
� I ,:. � � ' ' ' --, '->. I 11 I / , I I - 1� -4p�
f "M , , 1- z R I I -
' � -- -151r, - '� ' .- I 1�
9 : .... % ,' � d , -
? r." I "I" w '0 r ��' / ;
I
I'll 1� I , 1� - 1 1.
I � , I �' � V. I
. .. I � 119 1 \ �
� . �A� I
� � k". - �. ,I , ; � I � ,i- I 11 "/ ' ' � -�
I ,. ---fibj I 70. U'2 \\ \ \ '--� - ---1' I ll I '� ' . 1 4 t L':"� '2 1 , �/ x, 01 ,
\ \ soll �'-- ' ' " �� 'I'l-z'
"
40 . \ ! \ VL "��O) \
\ "'.'� � i 16j, "'. � p - ,
, ."
" '
I , � I , I (::) I -� " , -� �� A
A A - , '�� "- \ --1\ \ I . I 1---1 �'<�' -*>1 ") � I I 0 — t= ( ,r;s C , '/ C,5>, "'.
'
.
- ,--*' .' "'�� 'I 4w— 10' It ! �; \ I � I -:�' � , �� � 4 N
I , i .
v
I.- '-� / / - ,� &�� . \ \ i I. '. ..,+,.,- 1p/1 .U. '�� ' N \ \ I 0
1
11
� - "
I .1:1 ir" --- ^ �;'-- ')� 1 ��6�- �. - , A. �� I w; � � w - � -� :. ,a % , 0) '
1". I � . , I
0- < - - I 11 � sz A - � � 11
. -
.
- , .. � I I � '�' .b. el LAJ -,- I i 1- I il 0
,. 'F I . - 411� , >�;� ��' , , ,,, ��'-' " ::?�;-km�� 'P'l- \ '<C' <9 If
.
-
'P' :,_ -�4 - - �? , ,
- �M Gr I \ \ \ , , >
.,
1-11 .. *4 1 -, I � I N 76? - --� "'e' I .5 . ��' � / / , . , " '�
I , ts ��-'11-1- I �� '�� I? � :r'1f1:;-10 6;�' �p
---' ,'- 1p M --� \ . I ':�' ,/ , � \ \ -
- 4T -. I P14- I . I - �" � , , " 6�> ,,,,
, \ - \ \ \ \ ) \ .' .1 - J I ' _q i 0 , I � 1. I -. I
' --I " 11 �' 0% : � F -4,�* - I ,\
-, ..'� , % -N:q '� �' . I I 1 - \
-H- - �,` - I I ,� I 11 ' I �� � ". '��;� <- , \ .� \ : , �
'��F'��' I \ , \ � 9 Q i -4 / .C.�_ ' ' � �. 1ple�
, \ \ I-, ' � * r, . �� � - I
. '�/?� '- 51. "-- �" ,�
- - ,
.0:1� - - I <e� , I , : I" 0*P11 elv!9e I I � - , Lt ZI/I ;
.� ' 11 1) I
. '? -j (11 _
I - �� . � I �' . ;
- � I � � 11., I
. . 4�0-"-'-'F',"'-; I I \ \ I x-,- , � � I - �' 1: t! I � . I
,
, / /
�
, - i . I . I , � %!k \ � �
11 , , . , ' - , � - �'
1 3e ��Jh. I . �111111 - .1 1. N �'��- � I I � .1 �.
I t, � " I � , V\ '
- I 1, -1 � t�� 11 C1 � I % : - 4" I 1,
� : 1. . - '� — — — -!. � '�� I
, t, �"::;r� I I I 11 � 'i I ' UJ , I'll
� I Lli
. . I k I �' � t �� . �� - — < -�- I I .
I 4 '13 — . � � '% - I
"I 1 3.. 01) � . ; ')74 t; , � I I I � - I
.1 — - � . . �
I - , " 17 - '-'- , ,-- ': I 1.
� � .. -- ; 'e 1") z:: '� �, . —� / / / I I
I 0 C? '- 1-5 QD1 � , ]l ft -co ------ � � ��'-<' - 1, lt� //
U, v
<*-11' """.. � � : I i�. �- ��
"/ ''�'Co . \ � 0. --� - I � / / � +'
� �'!�" I'll. , / q \ \\ \ \ I I : .11.11,11 \
i / I - , I � - - � \ \ * 1 -50 ,---' - :' I :Z1 ' ill - ,-/ - q I ii : \ - �
\ ,:)- (;;�_ \ \ A \ \ no, 909"-ro � . — . I 11 / \ I // \ ;
- ORA ITf"" -
ESM
.
I
", -, / I/
%,
:%,
":
'--1 � :"
,,,,
11, /
'*'� ��-,''� / /
I
�
-
�,., /
*11 <x'//
�
� -1 ,
I
""'.1-s
I \'
;
.: . I
I-.
. '
I 111.
I ..
Z� I
'y I
'"Ili
-
I
,� -11 11
', � '-! �,'-�""
,
, :
� "" 0)
';�� '- (40
, "Ill I 'L
I 11- `
�
, ' , ,:.. ,
,
'� �11 '."' 1 9,655 S� ,2-,
,,,, — '.1 .
I " �
1.1�:" � ' " ""
- ' , �� , "
I . I I-% . .. ... �� "-, - '�-�'
�% I , �
'-� I .. " -'.. �' -': ,
- '�' .1 ," � I'�.
-"�. 1-1 I � - .1
" '
-
�� l-, -­'.-'-' I I
. I.. ` - ',��v
I .' . . *11
�; .." " �"'_ .
` I . �--
� I � ,I , .." - �
. "'. 1, " I '�"- .1
�' 1- I ' .
: '.' _', � ".111 , ' �
1. .' ';;��"-'---: -��'--"-'�:�
-.1-1, I ! '; , "
z11-11 --)
i
�/ �z -
I,--, (-.39
.
- z -:�:'�\ 20,195 sf I/,
�'
z .� '. z
rE 57- 7J
Mv 51.Z!t z z
t4V 51.30 1 . Ix
z �'/< , ,
'� �� ,
\ �A � Z- , j5 -, � "/
\ -" z lr' I �
C"') 't, z
\ 71- I'll, Z z Z z - z ,-'
\ .\ Z z Z z z
I
.,
-\� \ z z ,,, --.-%,,-,, - 111�
. '
"k)
;�A
r-
\'"
-0,1".
CUE pm 00 U I , "d "
gAo � I L- �_ *IV
5 NC
SEUEC� 'y'� IUU
Ur
VD,
0-0
71�1
..", ,--,
,
.
��"-
1 ,_7
1- ,I
" ", .
�:,"- t-� -
\ ' ' .
" —, <
\ � -
-111111111111"11114—
I
. . I sf
I
. 1. � .L%J"J--
I IN 0 MA M to] 0 160
BY I NO. DATE
WCO 1 06
WCO 01/19/07
2/16/2007
� � I "I'll- I . �
I . I �
I � . I
�
I .
- . - .
I I I .
I
I I I
I I
. I
I I I .
I 11 I 11 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

~_.,~~~dr~ ~~....~a..:~.,:.~: ~~~,~,.._y - W:-,,~.
\ v
7~Q~~o _ r6~v1 ~et f RrO.; i r/' ~r? .,a~,~.-". r~~ ~ O a - 4 r \o$ s d~ ~ . 9 . /3y,...-. P , Q ~ - I ' ,
0 ~ w P ~ ~ dd , ~ ~ P o- _ 1: ~ ~ . /`b iiir F gINA~£ t ti ~ ~ 5 f
U ~ ,fig \ \ Q~ - dN~ ''S ~ ~~~J / •/~y~~~`,. ~ y~ h J \ zo f
o / ~m ~ C 1 n A o G , I i. _ , O ~ 27.83 LF , ~ 0 \ B R P ~p A \ 0 , L WS ~
,y D N W e ~ a / , / F.. ~ e (60 PUBLIC R/W - 32 ~ . 1 @ 1.36X X 32 B/B) /
~ . _ z ~ w ~t . ~ ~ , ~ ho ~0h -s1±bu.- ~ ah GQ, F a ~ ~ ~ 5~p ~ v 9~~ ~ ~ i~; ~ ti 5 ~ /
..r. k 0 p
/ ti A 0 G ~ ~ ~ .•`°~w'- ~ 81.58 ~ ~ ~ , ~ ' ' '
e ~ / / ~ ~ ~ - - - - a.. ~ , w: o~ y~'~ N ~ Q / 5 ~ 190 n s ~ ~ / S _ 138.61 ! 1 N e ~ ' ~ _ y _ _ ~ a h ~ ~ 1 \ e V~1 ~ ,
1 w, : i~ . ~I~ :~y,.~.? ~rs',cr ~ y.. o~ 3 G~ Q1 1• i . / / , '.,y A. e Ci R c., o
~s ~ 0.53 ~ 259 L 92" PVC. SANITARY SEWER ^~~C~ ~ ~ 15 Y "°e~,----,o \ h 1 I ~ ~ ~ w ~ ~
~ n~ ~y / ~ ~ / N.~ ~ ~J 6 LF 12" PVC SANK . ro . ~ ha_-------__ _ LF 12 PVC SANI ~ , Q~ ~ ~ , , , ~p c,~ " ANITARY SEWER (SANITARY). 0.90 ~ EWER ti 4~;> 6 ~ ~ F 12 PVC S ar 7 , N 41 ° 40 29 W 262 64 N ~ a e ~ . N o ~ ~ ~ oy .1ti ~ / 00 "~~g m ~ x t , . , 0'~ 4~ F ha 34 4p 24 "W ? 5 . ~ ~ ~ ~ ' Q~ ~ ~ / ~ ~~o~a ~ ~
o , o ~,w / / / 6 ~ ° V ~ yy t ~ - s, N 42 44 47 W n e ~ NITARYI ~ ho G mss. 4 87 ( a 0Q 0 ° W 267.64 (SA ~ 4.51 _ \ ~ r. SANIT i \ ~ ~ B N 42 44 47 N ~ V ARYL ; ~ G:.,> ~ ~ 1 _ ,r
~ , ~ r- / / o ~ e m / 6 „~..a u~~. ~ / / ~o,~ , . ~ ~ ~ . > -x'`.29' ti
r ~ h`° 18 a Gp 'w, ~ d ~ ~O E~ ~ b ~ 8'"PVC WATER MAIN« ~w;W~, , +G+6 oG 6 ~ a~~ 4 1 ( ~ . ~ h ~ 191' r S~. 0 8~6a}0y~ ~ hb' q?q\ s ~ . ~ tom,
ed G ti A2 / 9~ h > G pa w 188. f4 ~ 1 6+p h, Q ~ sy o . 27.~3hhr N ti~ OG - ; fg ~ . ~ B) o' ' ~ r ~ i
q. S a pV , ~5 .,Y ~ . , / 5 SE w ~ ~ 9 236.78 Z ~ ~ o- 40a p Y; Q t 6 a ~ ~0~ 0 S'6, ~ cF A r~ . \ F0 ~ 6, q~, t., d o ~a A s h ~ ~ , . . ~ ~ st ti F 0 P~~ h VV
ear ~"r ~ _ ,nom ' / ~ O ~ 4y A 3 ~ ~ 6 o _y 'k e ~ e~/`~ `~P ~ ~ hot (p - +t~. 0 0 _ ~ / a ~ y,~26.0 ~JQ 2 - ,
~ e ~ ~ / g ~ o w q 6 ~ ~ , . ~ ~ , _ . aG w d ~ ~o ~ i h - ~ ~ 4~ ~ ` . / `s., e , o~ 0~'t, ~ / ~ by /off t,) , F~ G - ~ Q 5 el. r ..,t ~ ass \ . ~ . ~ \ ~ / / / ~ ~ 4,29' ~ / ~ ~ N ~ `p~ .
G~ ~ 1 _ f , ~ ~ \ ~ A ~ . .
~ ~ 5 / , ~a , , ~ / ; ; o x. ~ I. o ti ~~G ~ ~ hie Oy qyf s,\ ~ r I F k d`~pQ~ I q ~ ~ ~ a ~ ~ 'qyY ~ ; r, w,
1 / ~ / z .-M A` s~,
~ 6 / e~ y~ h ti G C ~ p ~ , ~ ~ ~ a// ~ ~ ~ ~ , / . ~ M ~ 1
t ~ a e ,w, . , 5 0~~~ ~ ~ y~ ~~o A ~y / / 6 \ r m ~ y h z h~ z Q, ~ o~y s ,1 , , ; - - - 3 , ~ Q mow , ~ ANI "
, ~ . ~ ' 2 . , , ~ ~ r ; SP , s - / N o , / 9 ~ i4~ ~ ,222' N m 0~ 0 ~0 ~ m ~ ~ ~ , ~ m _ i91'- - - ~ of zv - , \ av,„ r Y~ m ~ QQ ~ CO
o s~ y , \ / t ~ ~ F~~F , ~ . ~ . ~ ~ r t 2 ~ tq ~ / 5'; Q ' - t b~ W a -180.96 . - - - \ . S -
~ u e ~ ~ ~ ~ / ~ w - , ~ h ,nF w., ,y b, _.N ~ / - ~ .o ~ \ h
: ~ w m Q ~ ~ ~ r~ 4 °~o. . ~ \
r,::~ F 5 ~ ~ ~ ~ ~ ~ ~ 5 A ~ ~ / ~ / 4-- ` M DE SETBACK ~ ~ ti
.z V Q ~ P ~ _ SPA P 11 ~''o o, A~ ~ ti ti. ~ "l i G h G 6 t>`` / Y ^ , ~ ~ Q ~ L.i.. • J alb RI_ ~ m J s C ~0
t o~-< e 0 ~ ~ / ~ ~ 6 A 1 89 2 ~ ~ f5 ti / / Z / ~ ,Q cr , m ~ Q do ~ ll.. h 1 . ~ w o - ~ '~e
, ti,~l ti~ / : a . ~ ' i \ Q 5 A ~ ~ h y ~ ~ ~ ~ A e ~ 2 Q ' ~ FI ....~0 / ~ ~ ? ~ ~4~,0~ fs t. ~
~ Gh ~ h 22. / / _ F~ ~ ; G - . ACS' ~ / , tp °,a Jdu> sN ~ ; ~ / o cam- , w r , ~ a ~ II ' N ~ ~ I ~ fit. "'p 6 Q ' ~r~~~ ~ , ~ ~ r., ~~~~~\111111111 IIfIN1!// A iii
Q 0 Q : ; / Q Q Fip~Q 1 ~ pS , a / ~ 3 ~ / / ~O N ~ ~i / 8f.f9~ ~ J (n _ ~ a ~ G 0~ ~ e I ~ ~ ~F~ ,o, o P ^ a ~ ' FFSSI ' ~i ~v
t pG ' / l /
I 5E / h ~Q, / / / o -i ' ~ i 1 Ns e~ / r ~ \ 5 / / / ti, a5 ~ ~ by / ~ / / h~ e s ~ ~ a .....-f91_-,.r. ~ ---18593.-~,,--- ( 0 `6 3~ 1 ~ o s - w-~r-~-,R ~ ~ . , p~ ~ ~ ~ : Q . ~ 6~Q,~~ ` ~ , ; - ~ SEAL •6~~, ~ ~ S
'r 1 / \ / N ' ti 5 - ~ ~ / 4J ~ / / 0~ti~~ ~ ~ ~ ~ ~,3 Q) ~ # PE 168~i
~P ~ h \ / ~ S' ~ / e h / ~ ~ p i .:u , / ~
~ ~~Q p~ ~~F~ ;t / / ~ / ~ ` y~• F 0 h ~ / / s ~ of it ~0 ~d5 0 ~ ~ ~ h / / / 1 / \ / G / / / I ~
~ ` ~ti ~ . 0 / ~ - / 2.. _ ~ w ~ 25 ~ 0~'. / ~ ~ 1 e + ~ ~ ~ ~ a ( ~ o ~ , l... d it
t,~:~ ~ ti . ~ A ~2. ,2 ti ~ / ~ 22 0 d~~ ~ ~ o ~ ~ ~ - o A: ~ P a / ~ N , m ,n~,® / k ~ /t''. ~ / / LPG/; o~ o - v/ L / / 16 ~ I i I OQ , (pQ ~ 0 N P ~ ~ . pt ~ < ~ ~ h
o i•, ~ ~ ~ < ~ r ~ 6 , C~ ~ h ~ .c, ~ , ~ ~ I , ~ i t/ Al ~,~0: ON en 'M.~ ~ / / \ ti~
\ / ~ q \ ~ / m,:. _ ~ ~ 3 G c- M;, / . 1Q ~ ~f ~ r.~ ~ ^ q
QP / , j' dui ~h 6 / F ~ , w ~ ~ ,-~1~ , lf;,~ l ~ ' Y'\J / ~ ` ~ WILLIAM K. MALPASS, P.E. 16823 ~ a ~s f , .
/ a G G 0 / J ~ r ~o / 6 , , / ~ I F , , ~ . / / / ~ ~ / q ''"r r F ~p SFT s: , ma ~ ~ 7-r 1 11~n' ~ r / / / t ( ~ ~ t> ~ "~1ii Cis ~ , ^ j ' ~ / / F. y qC p / W,d ` ...w ~
95 / ~ ~ ~ 's's , ~ , , / ti / _ ~ .A / REVISIONS r ,
ar~ ~ a ~ ~ ~ dam, ' / / a , F ~ / ~s+~ ~ .:4 ,A F / ~ N b \ \ ?p ~ / ~ r / ~ ~ h ~ ~ !s~ ~ ~ J BY N0. DATE DESCRIPTION
/ ~ ~ s / / C e ~ ~ ~ ~ 0 / / A ~ , : 1 i ~ ~ ~ ~ ~ : _ A„a Ark; , / A 'h' 6 0 / ~ ~ ~ WCO 1 08/28/06 REVISE SEWER
o ~ / ~ > ~ ~ _ /~4=. „ ~ ~ ~ ~~SS ~ 0 ~ ~ e / / X10 ~ ~ ~y _ A ~.r ~ / ~
5~ ~ / ~ u 118.24' / s/ ~ tq ti h ` i / ~ e ~ / ~ ~
/ / ~h ~ ~,Q v ~ ~ r~ ~ ~ V
' / 5 ~ h h,~r / P a. ~ i. N ~ ja ~ vrr., u_ 0r~ ~ ~ h ~ , , , ~ . ~
~ e 'o O @`~ N • ~ i /
.n - " z.~~~. v a n< ~ ~ ~„t ~ ~ air a : t.~a.a~ ~,~'f _ _ ~ ~f~~ e~;.$ , . s • ~ ~ s +s c i,
. r.., w.., , , , ,w t , ~ E ~ £ ~ 6 r f a , : : 3 ~ r t i ` ~ t < C
J ~ ~ ? t., _ ' } ~ ~ ~ ~ ~ i a ~ , 100 VC t a Y _ , . VC r f.. r ~ - q : , y : : : ~ 100' VC_ ~ v _ ~ ~ ~ i ~ # _
s,..... , ~ . . ~ r _ , _ x ~ _ ~ } 3 4 1.12. , - p VPI STA +6~ i 3 4 i ? F - 4+61.12: YP I STA - 6+94.14 ; VP I STA = 8+62.20 f P I STA = 11 +35.90 ~ ~ "VP I STA = 13+5$.65 ~ ,
3 { ~ ~ • ~ ~ ,t 5 s ~ I s t E ~ 3.94 ~ ; ~ _ ; VP I ELEV 55 18 ~ VP I ELEV 54 32 , ~ , _ -x- VP I ELEV - 56.76 - r ~ ~ i ~ E i t( ~ F ~ a - - S Y , ~ ,.._VPI ELEY = 53e90.m
F r Y i n > . ~ t ° 1 a a , ~ r . , ~ ~ ~ ~ e i 3 ~ 4 ~ y 0,17 s . ~ ~ ~ . ~ ~ ex --0,13 ~ : ex - 0.18 _ - 54.11 _ ~ _ ~ _ FE 55 5 0 ~ : ~ ~ ~ FE 54 50 - ~ - ex = 0, 23' ~ ~ ~ ~ _ , t
' f s FE 54 11 N.. , nz..,reae x r-.?:... n .,.,,c...: rwv. ..N .r ..a»:...,~.~, m.-.. .t , . . nw . a, -z...,. x.~ ~ ' , u ~ , F S ~ i t , ~ ~ , 9 FE 56.51 a.~..,~~.~. .,-~~M ~ ..~.~r.~ .,xhM.,. _ .H.~~~.:~. ,.~...r..w. wn . M.:. s.. ~~~~~s, ~ , . : ~ ~ ~ : ~ , :w, ~ r.M,a,.... ~.n.:,~. ~,ti..n,~ ~ . ~ , w. kw : - s z ~ ~ ~ : ~ , , ~ ~ ~ z FE 54,13 w 4rvr .~n~: .a a. ~ a r s f
3 t f i BEGIN t R/~ z ~ 4 z STA NIf~ ~ g 3 tN00 00 ING LAIC ~ ~ STA 2+15,00 MIt+pIkG ~E~MS LAt~ i,.. .z . ~ y 9 , `INTERSECTIiIid ; , ~ r- _ . ~ ~ ~ _ _ ~EM _ e P/L, x }
f . ,i. : .FE 5i.T0 _ ; ~ 4+3486 STREAi~SIDE IAIE. t _ 1 ~ ~ a ~ STA E ; r ;STA 9+06o3Q MiNOING Ir>~~AO~1S LAIQ: i f . . ~ . , ~ , S 5 . , f t 3 V 0 i , , : STA 14+57.44 ,MIMING I~ADOMS LANE 4 . x - ~ ~ 4.42 ~ 'F
. q.., . .....4 . 5.95 FE 5 f t ~ f ~ ~ f 2 ( i 4 f , { _ `FE 5412 y ~ . k ~ r , x w .-._m _ _ ~ -
, F , i t 9 [ 6 W_~... Y, i s b ' 2 ~ 1 ~ £ ; ~ { f 7 f i i, . . ` „ : £ F' + ~ , ~ ~ s - ` ~ x i $ - . - v.. x _k 4 v .ti.. 0 J 3
v.~ ,.....v,,.M .:..:.;a.„.,„. .w,,.,«,:,,.~.H..,...,.»~,~.,:,.,n.. ,w...,,. r.,y W. .mow. - ad., ~..x~x.,,~, :d. M. ..~F { s . - ~ Y t 4 F ~ ~ .w .......:..v., w m,r ~ . ~ N y ry ~ 4 VS.M ' ~ ~ , ~i f v t+ av an ate.. 4 Z ~ 1 r v .f„ .w e.n ae r.wr.~i.-m w ~.''^Y`°' > M v. ~ ~ ~ J w e.~ew. r i
STA -0+20.40 ~II~ING I~~IOOMS LIII~ f , ; - -~r~ < ~ FE 5i.90~ , Q ~ , : t ~ x 1 : s ~ g a i s : S $ ° ~ f ...,.m.i . i r ~ t r
3 2 x f J t ' i ~ ` 3 F , ^:,r. i : p q x 3 r ~ : 4 ' 1 f ~ : d { ~ ~ ' .J,~ . , . . . Y ' - ~ 2 ~ - t.,., s ' ~ ~ s ` # : d ~ C ( 3 ~ r t 9 vK ~ ~ 3 'i ~ . k
} t ~ s t s ' - i , d 7 s E tt { i i - ~ { i 1 ~ f c _ t t - ~
` ~ ~ ! ~ f , . - k.. , , < t t . ~ - ' 9 ~ ~ B M 6 : % ~ ~ ` A E # i , ,..E a s ~ f, , i, . t a , e z ~ , ~ ~ ~ t _ } - ~w z ~
- , , S i E t t ~ S b F : s a s s < z t ' , s-vwxa $ 4 f ' ' m~
s $ i # ~ i e ~ r * ~ - a : ~ 3 m y ~ j S 0 f Z t nm , tt b y 4... ~ E a 1 - ~ ~ i : , , E - . F 4 F . . ~ f , _ I ~ ~ ~ !
s S , ~ a J # ? ~ _ . t , _7. j . r i i : : : J : i } Sl i i , , 4 r i i.. i f - 7_..: - g ~ ~ ~ - - " - i ~ ' : '~EM OF ~ PAYEIENT . ~ ~ . . . _ , z .
' 2 d - : . } a r i ` z ~ ' ~ ~ $ r i. : : - 1 x STA !4 , _ ELEV• 54.13.. _ t
: , x ~ x r ~ f , ~ i , i Y ; x ~ : < ~ ~ , ry... f
~ a { 1 t 3 ..ate., .+...n~. .».,n:: • :.r::nr.... n. -:n ;..m a+.... ~'„n n m '+.:.....x, x ~ ....r =..:.r».v. 3 yr. ,w....n._-.or.. ~r~... ~.n,., n... :,w:.:w. rnr..mn:,v,m~ } j y k {
r :,..orb ..,b~~~m;- _ _ ~ _ ~ - ; , i t ~ q t a .
9 6 3 - ~ s s r . . y..... h.~ ' ~ - 9 _ r i ~ _ . ' _ ~ P g £ ;f _ q ~ }
f Y ~ 2 1 ~ _ t : i 5 t a i o ~ : ~ - . s ~ ~ ~ '7 , ~ ~ ' y A z 4 ~ 4 -~.f . ~ ~ t~ i wFI
S S ~ s ` y d....... a i. , s . 5__. FIRE _ ~ ~yr~~~ ~ r, ~ ` , ' ~ Wiz. NI I Y11M 1 ~ ~ ~ i i _ . 3 H N , .
4 120 LF a e. ~,.a~.~, o~~ a .e~..N ..r a _ 18 RCP W/f 2 } FES a~~ n ~ .n ~ ..w x i ~ 3 . k r - - - ~ t s ~ s a. . E W . M ~»,u.~M,. 9
~ , 0.30 e~ s i . , . . r . ,w ~m r t j ^ f ~ i Y k L ~ ~ s < ~.k. ~..,A ~ as ~~a~M 7,w. _ . ~ v._ n. t „~r b
, N I NV. 55.50 z v . r ~ _ . ' n . r. z d I r u ~ l t ry y V x < i - e_ . o~ a s
d : r x ~ A ~ S NV. I 5 .1 , 50 r ~ t H , s S ~ ~ Ih b .s n._ 6 TAPPING TEE ~ x _ . .Y . g ~t1 ~ .2 . x .a i - ~ - - % 'f F s i X F ~ ~ i
r ~ 4 , u. , ~ 18 MIN.. , . g } ~ a j d > i . ~ Z a < 4 a ~ - S r 4 S n
6 GV ; , ~ , p , 8x6 REDUCER k ~ pV a ,~.:.n .w . _ wq w, ~ rc a 07 , (N~ , ice.,.... 5 J . . c ~ ~ ~ i d ~ _ ~ i ~ t ~ ~ . • M f i ~ ~ 4 ~ % f M _ _ , -...w. - _ _ _ x,.. _ ~ , v , _ ~
0 Y : t ~ ~p t 2) 90 BENDS Mq i 4 t • f s. ~ , ,w~ ~,~.,,N~ w ,,r ~ r~ ~a .M.,.~ m~., ~,mw ~ . ~ a, a M, ,u. wMw „ ~ ~ t . ~ w 4 ~K ~ ~ ~~,~.r. M.H...~.w~ N,.~. ~.x < ; 3 . z ; x ~ ~ , ~ a ~ . ~ w ~ p e Y e
{ , , i ~ - i 4 'r T } Y k 5 e F _ , ~ ~ 4 a t _ _ i k ~ t 2 ~r ~ f~ i w $ ' f f ~ I t a~ ~ ~ r Z 1 ~`y~ .F_, _ 7. a ) $ ~
: . ; t u , £ ~ ~ Y A § 's - v n ~i ? r k (Ap n a 3 D t : f s..... ~ ~ i s ,,.y i i ~ t ' ~ j ~ q _ ~ _ r. x ` S P t ~l ; t r < M s a
7-, , . _ . , , - , r , ? r 'i t? Q2 1 x c i - ~ - . _ . _i . _ LF 5 _ .26 1 _ x _ M ~ i - ~ _ IN. a. i ~ a a n M R $66x51 ~ ER . - 1.. . ~d.
} _ x. i d R , PVC A ~ 1 _ 2 F 3 t j_., ...,,ULTRA-FLO ; Wi4 a 6 z ~ TER 3 16 RCP f v ~ _ 2 ~ _ b
s A T i i N~ 8 DIP INS VG ~.v.~..,.~ w~..W P ~~..m.~ ~...~M.:„.~ . ~.....~w.._~. . ~.,W 8 ,.._rv,.:w .w 0.86 ~ ~ MAI . ro:b.~. _.w.~....,~~..w ~ N a INS ~ ~ @ 0.68x: 3 MA N c
_ 1 _ 6 STEEL CASING.. _ ~ a a TER _ WA _ o . , r .t ~ a L e 27.83 LF N ,i ~ _ 3 30 RCP ~ j
_ t '8 GV _ ~ , . , d F (2 }8 x6 REDUCERS , , f , . : f e ~ i . z ~ _ ~ 0.34x . ~ ~ ~ . _ ~ }
f M1 ...:.k. ~ i 5...., a > - r (2}6 GV a ~ ~ , x 1 P 8 RC CROSSING F C ' 3. s ~ ~ r ~ e k ~ ~ ~ r_ ~ _ ~
, t h 9 fi 1 ~ k 0~ 90 } ~5 < ~ ~ a ~ ~ ~ 1 ~ - ~ t x r
' 3 t -...mn.~v w.. a '.a.;-Mi:.». r w..ns n~.. v. ..,.::r~n~ ......x.:.:. r n. i,n w:.. :c .n .,.N.r..aw. ,a w.r.::.s..:.~rr -.a.~ ..:..v. n m ~ ..war F ~ , w v ~u av. m„7v w.~ A....v wv, ~ v.mv: my .r~.wwu.+w ~.,r~..c AT C/L OF ROAD. 3 S ' f ~ i 1 T,...,.. , t,.. Mme., ..w » , T :a~~ ~ n.... . ~ t v s % ~ ~ . r ~ ~ ~.f ~ t~~..~
1 3 e. . . . . : . . . ~ ....r ~ ...5 ~ ~ ..Z ~ . . ~ , - r n , } 2 . : : y ~ ~ ~ r ~ _ ? ~ t r 0 . ~ _ _ , ; _ _ 45 STEP _ _ _ P ~ 45 STEP DOWN ~ s~ t 45° STEP DOWN
i , , 3§ i ' - = ~ t t a a UNDER 36 FRCP 4 i # e
' s 1 * ` .3 t r ~ ~ j x a i i f S . ~ t12MINCL E ~ n ~ ~ R 45 STEP DOWN ; . _ 2 N LEARANCE) r ~ t (12~MIN CLEARANCE) s f t
STEP DOWN 45 f t _ _ _ ; , _ a , E UN 18 RCP 0R .y - ( ~ ; UNDER 30 RCPT = ~ f ~ ~ r ~ ~ ~ ~ ~ ~CB14..~_._ _ . u r ~ 45 STEP DOWN . _ ~ ~ _ t 12 MIN CLEARANCE) _ ~ n a ` ~ i ~ n E
t i , . .,.M.~, m. ,a (12 MIN CLEA a 2w..~~ w W F. u~, RANCE } t C~ UNDER fib x 51 STA 6+46.30-16 RT ~ ~ ~ f .:~.2..... . . v._..:. _ r. ~.r . _ ~ n a ,~:~:.x ..W .M. r w ~r.~~. _ C807 ~ ..M..~~..w._ ~ s ULTRA-FLO ~ ~ }HOOD 54.61- ~ ~ . Y ~.a~ ~,M STA 13+81.60-16`RT w~~.w.... ~r.»..u , n N... a ' r _ , ~ ~ »~.~.u..~w. ~ , ~ ~ ti . ; 4 ~ i
STA 4+56.69 n s i 4.2 s r . _ 4+6 ~ 7 59 _ _ ~ t 12 MIN CLEARANCE 1 ~ ~ N 50 36 , z HOOD 54.21 M r w _ ~ ~ _ t
r ~ H( : x _ . , , ~ s 0.5 . ~ _ . ~ N r : f :HOOD 54.24 r _ _ 0.37 _ . r.. A a S I NV 50.15 ; ~ ~ ~ ~ ~ _ Y f r _ ~ _ ~ ' ~ E INV 50.16
, i is . _ _ ~ ~ : S j _ w N INV 50.32 s e i 7 2 w IN . 1 _ ~ _ _ _ ~ _ _ Y503 2 r . e 1 f
t } : - n s z. , , J. ~ ti F k E t t } CB13 . ,o r _ _ _ F ~ _ . . F c~~9 E _ _ _
~ $ z a ,,.,:y . su r D. ~.~.M ~ ~ ~,;..M.._ ~a....~n W, ~...n HOOD 54 61~ w... ~~~.rv x E n i ~STA 13+$1.60-16' LT s E .sw.. M .M ~~~...»HOOD 54.21, .e.. n~ , 4.
< , t y f i t z,., ..r { ~ e - i ~ t - ~ , ~ , a y Y. Y W I NY 50.62 _ _ ~ _ . ~ ~ _ s n ~ ~ E I NV 50 6 7 t ' W INV 50,26.... ` j
~ , ~ t 3 : , ; , i _ r z. ~ _ . ~ r 3 u t S S 1 i a ~ i _ E INV 50.27 < i
t ~ ~ t ~ ~ ~ ` i , _ . i > ~ r ~ 6 ~ t S r s.. „ . _ _ ;e_ _ i ` 2 1 FT s
E ~ ~ # ~ 4 ~ , : 3..... ~ . r p 2 ~ o 5.63 z ~ ~ 35 . _ _ _ _ - ~ a l.F : ~ . -12 "STUROUT a
? ~ ~ ~ ; a S F F . - ~ ? F S ' F A ~ : , . ~ _ , ~ ..w w~.... F . ~..,r.~. ~ « , , . ..,c. ~ . ,.w , . ~ A 0.227 a GARY SENPER.~ ~ _ ~ 27~ ,~r.. x .~.wv. „ a,
s x ~ - s } ~ ~ ~ j 150.87 l ~ ~ ~ .;...H ~l R RY SEWE C SANI _ ~ ~ EF _ 1
: 5 " ' L ~ ~ t { ti i S f 256. ~ ~ 22~ r ~ Oa 5 . _ , ; . p _ r x 1 ? z 3 2 ~ V F f T.. _ k..... _ ~ f,.. j . r
~ t t 5 ~ , u , < E ~ ~ £ E ! ~ ~ ~ i t s f TARP SE n 12 P . SAKI VC t `a . _ ~ r r ~ 0.22x - ..,.a. # ~ r z S F
~ S a ~ C 3 ~ 2 i ~ P ~ n f # a ~ s t M 6 s s. , . . f _ ~ .64 LF k 63 2 { ~ p R Y SEWE ~ ~ ~ - ~ x ANITAR _ ~ _ _ ~ r _ ~ a S j s ; s - a ~ , f z _ ~ ~ 3
n ~ z _.79 F f 155 z ~ ~ .r.w a . ~w,. µ 12 PVC ~ % _ ~ i i 1 a ~ { t~ .2276 i k t r 4 ,v.. n, r MH-22 . , ,~~...STA 1422.26. . ~ ~ ~ f 3,_. . ~ . u..~
o ~ ~ x E AR r , - C SANI PV CORE AND BOOT ; 12 s . 9 f . .._,f . 189.0 ~ 0.22x._.. . ~ ~ ~ ~ ~ ~ ~ a . _ ~ r p i y~r n a r ~ i . v . ~ . r r 4.23...
} : : n EXISTING MANHOLE i R ~ , f , ~ WE R SE Y SANITAR VC t". ~ . 1 3 r a ~ ~ ~-21 _ ~ _ ~ f.. u. F -TOP 5 z . _ t . ~ 2.99 (12~I k
F ~ y t i f ~ _ 0• ~ , ~ r ~ : : I t 5 1 w S ~ ; , I : 1 i d ' ~ 2 f STA 10+62 27 M~I-09 _ _ . 6.1 N INV 4 LL _r~..~...a~.MS INV 43.09 412 )~M~:».~~. ~~.M..~ ~ ~~~r.,. n..,_ma.. r ,~„$~w~. »m.» ~.~m~.~.~, {
, y } $j i ] ~ < i t ~ , t i , .3 ~ i._ c ~ . 1 3 ? • E f TA 9+06 30 - S -s ~ s , ~ , . s x f j i E -.i'?ti r f a
3 ~ : ~ : n ry a ~ 5 ~ 1 ~ ~ _ ~ ~ ! { ~ i ~ r „H.. .w.~.v„,... .,,.,a.„.,,,., v:w.: »,.~„w n~.~ ~.~„a,,. , . w . « „ h w ,..u... ~ , . • _3 ..STA 4+06.75 a ~ ~t 9°~6 N I NY 42.21 t 12 I w a....;. ~ , N~a...:.. ~ w~...~..w . ~ . w ....~w~.~W. ,~n. ~ ti u_ .S ,_,....i 3 t r .
Y 1 . u rc m. . N ~v., w, x~ t r 1 ~ rv2 w t } : ~ ~ ~ ..a..... n ` i Z k~.~~.k.~~t ,~...v...~..,~. w..,..~. .~u ~.w~._. ~ ~..:.wwv.w~.w w~~ ~,~.r ~irw w , .n _ 4 • STA 6+43.66 a i % I • , "s , . .n.c. ...-...~F n~w..+cu, w. 1 ,«n im. ..:....mv nm. .._......v.v 3_~' ...:...vu .~.W i".~`", i.u.~~~ f, ~u..~ ~L ~..`._..,..~w,_.,.~.~.....m. .....vv.__ u. ~u~~y: s 4 F
Z ~ P ~ ~ ~ ~ 9 SEWER MAIN ` ~ ` , .........TOP 54 91 ti E ~ ~ ~ ar t ~ ~ _ _ ~ ~ ~ ~ ; s a _ = a INY 41 76 t 0 ~ 3 WINV411t12i . i PLAN AND PROFILE r
, . _ _ s ~~0.22 r 4 _ TOP 54.64 y F _ ,........E INV 42.12 (6) - E INY 41.11 t 12 l _ , y. ~ . . ? ~ d ` WINDING MEADOWS LANE
s ' 0 , ; A ; V 40.33 t 12" l ~ '60 ~F f ~ STA 4+34.86 ~ ~ ~ ~ _ _ _ _ 42.12 ~ 8) W INV i i ~ x y fr % j
_ _ _:q _ d 41/~ _ _ e _ ~ ~ E G TEEL _ , ~~TOP 55.95 STA -O+TT.68 / 1547 LT ~ ~ ~ E % a _ _ x f.., 9 v r - ~ i s ~ _ i ,i } ' r r ? 33 t
a~ ~w~, .rc...,_ CASING,, ~ n, RI~15T.85 _ . ~ ~ . ..W INV 39.89 t 12 I~.. a M , ~ z • F { i ! ~ t i. :x S _ r
__.TROUINI OF WII~LE 39.05 ...1 N PRDPOSEO E INV 39.25 , N INV 40.33 { 8 } r ? f { t . , ~ - ~ ~ 7 % ~t WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
4 S INV 40.33 t 8 } ~ , { k v v vp..~ i . - : ~ : f e j i > ? y i r, - r - ~ ~ z r t : ~ j~ r J ` c r ~ x 5 OWNER KENNETH SMITH ~ ~ ~ DESIGNED: WKM
. 4 j j i { i ~ i s i r F 3 w. r N,,.,. ~ y ~ ~ i
s , s i : ~ s r Y, ' { v'. 4.. } s { x k ~ ' 3 . i ~ ADDRESS 3615 EMMA CANNON ROAD ~ ~ ~ z DRAWN: JHT
S , .,aw . auw, ~n r ~ - s 's < 1 ~ , x s i ( i i S 1 4. k, r, o. ~.w~ ~ W m fmu i i p q r ~ , ` ~ ~ AYDEN, NC 28513
> + ~ t t f A ice,. i ~ : : 3 ~ ~ d ~ a t s ry. S S 1 r ~ ' i ' ~ ~ _r PHONE PHONE (252)'746-2729 APPROVED: wKM 1 z
y i J *y ~ i : ~ f y ~ I ; , ~ ,i._.._, . . . „t . e _ - S , ~ a , x ~ r % # i i % 1 , .c.-. e t ( t
' s ~ d , .i i. , ; ....E .....r. , u, , . r ~ ; d ~ ~ ~ t . J i y f : t s ~ k t z ? ~ i r S s ~ ~~.w I~AIJPASS & ASSOCIATES DATE: 01/02/06
t Z Q 2 f , i 4 - 4 , 1 t s t i i y 3 _ s ' 3Ty . f : i i ~ ~s i r i ~ r
1. ry ! a.-.gyn.. +..v.r...w. o... :..raxr a,...ut:.w.... x.:..v n-:a w,,..:..~,.. gyn. .ww..io.: n N.....a.r ~:+v..+a., o-u., r;.w. +u~.. .x..n .x.n , o.n ..w'..,., ~ .:..~a..~ nv . ..r.....:... ..,.......vv~.vua rrmm.e~nmw...r:r..u.,,. n.,...~nnw.-n..«+~....~v w. +.u.......„~~..son Sn~n nln..x a...iar.. r..'v.n. a 'mww.n v .w v..w.-w.ri,+w,w.. ~w~.+~ ra. v 3 ' ~ f ~ ` , x , f ~3wr'a .e ..M . N,~...,,....~..,..,._ -.m:. .W .,.T.:~„<.,-~,...,~ ...:..•...w,T. i.,:.*......,. ti* 4. ,.,r.~ v,:,,.. .U,..~cr..,r„w... ,,.U.,..,. a...-.,.,.M.+.a a ,..,...A.«~...:,..9. w,~ . wy.w.v .u.....v,.,.,..... ~ ,._,,.w...v.a,»....,....,,.,.., 1645 EAST ARLINGTON BLVD., SUITE D - F - w,.w~.~~....»~~.~.,~~~u~ w..~,.r~ w.~.~.~. .~».~.,~.4,a GREENVILLE, N.C. 27858 scA~E:v°R: 50;
R ..e cd 4",~ t 1, 1 ~ Z„ ~i:~ % SAC .r n`a r to .v. f ...^s+^k. ~ " . _ r ~ ti ~ ~ ~ _ [phone]
" . "rte'*a :1r~^c- SHEET 6 OF 11
MB~dgn 700. 7991'776 -Reedy Branch, Church & Loftin (WintervillelKenneth S~~th~p776con.dgn ~P P
4§1~;~? P~~ ~!1~/~~~17 : _ ~v~,.

. tick-.,-.p
• ~ ~ ~ \ `l 6 \ 55.58 ;~F M, ~ /
` ~ 1 / > / ~F ' /r .a, / / , ~
\ ,~3 , sq / , / /6, \J ~ ; ; 17,646 SF N w Nfr \ / ~ h~ i 6, ~ . / V / , fib.,, ~ "
: ~C 8 DIP ~ i ls9 9qy ~ `l 9. .T , s ~ / / ti / 0 $TEP-DOWN BC 9 F • / ? b / ti ti - 55 • ~0 1S 4 SfWfR, rlg ~ ~ ar 9 , ~ ~ ; / ~ ~ ~ . , ~ ~ a / • 9' ~
2? r~ i`Q' 55 • ~3 T SERVICE'>, / \ ~ z- A / / / / / i / / ~ / /
v v 1s- ~ . ~ / ~ 55, 90 ~ 7 Cy/ w sl ~ ~ ti / \ ~ . \ OF p QO / :M ~ ~ , / f ~t ~ / I yr
\ ~ v X m. / 19 V 1g , 19 r.::, / , ,s / / \ / h1
- ~ \ - - ' .,r ~ ~ \ \ ~ J ~ ~M 1 "HATER 20,178 ``rr tt ~ SERVICE / ,a,/ , / ~ ~ r 20,178 SF ~ o / ~ ~e Y ~ , n _
h ! _ v v v ~ o lI ~ ~ of , _ G , h . s l ~ 6 _ ~ ~ , ~ _ ,
\ \ ~ ~ CB8 ~ ( / / c~ ~ ~ / a 3
v ~ 1l ~ v ~b \ s 28.80 LF ~ \ ~ \ ; ; CB4 ~lr 15 "RCP/ / / 5~ , / ~ / ~ / / / log ~ /Y; ~e
7 ~ ( s ~ ce 4.52z \ ~ ~ \ `y ' t.;.} ; . ' 17,575 SF / ~ \ ~ 0 y / _M / / , .~M / / ~
~ 63 \ , : ~ m r ~ GRADE SWALE fE , ' Nk w, i~ \ ~ c~ ~ ~ \ ro / GRADE SWALE ~ @ 0.302 TO
,.--~'~~ALDNG TDE ~;QSS.4 ~ 18,$40 SF 1:, f, o ° OF BERM TO \ , o \ r~, ~ DAYLIGHT ~ 3hn
J "i. ~ ~ 0 ! 11 Q,0 . Q~ ~ / ~ ~ ~ ~ a ..i ~ ~ ~ ~ ~a 7'
/ ~ 1 x,98, 35 , ,945 SF , , 114.0~~ BEGIN SWALE = 1" SWALE
. • - f \ \ \ h ; ; . "1 \ \ .ps, \ ~ 8 DIP 2 . e \ M t~K ~ 4 SEWER \ ,STEP-DOWN y ' ~ .`a ; , ~ _ 9.63 !NV 56.00 ww.. ~ ~ T~, i6 . S. 00 f
° \ \ \ ~ ~ SERVICE \ \ ~ p~. A~ - "'~l 1 TYP. \ \ \ 9 \ \ , u , '.w...,_.._..~....~. ....w__ _,K _ ` . a fi"., d_ \ ~ ~ , 5
\ / _ P e p"~ ' : ~ . e, ~ 20 REAR SETBACK _""aO
° i \ ` d ~1/ h Vii. \ 1 A~ ti ~7 < 0 r~ ° 0 ti \ ~ , V 6j J~ ~ e 0 ~ • ~ ` ~ ~ CLEAN O~1T DITCH , \ Q , ~ y, XXX I i~ ~y
~ 72 ti `L ~ ~ ~ 1 "WATER \ \ \ FH By, G ~ v p c SERVICE " A M f ~ Q e ~ / ~ ~ r ;`a; r XXXX AND FILL WITH
° 1 R1 \ j' x6 LH TEE ~ 9 , ° . 7,575 SF ~ TYP. 20,003 SF • ~ ~r 30 ~ ~ ~ ~ ; ti GV ,9 y ? k, ~ XXXX ~ ~ L CT A KF ~ ,SEE BC ILL , DRAINAGE EASEMENT (SEE PLAN FOR WIDTN) ,p a
fir. ~ s 110 oQ~ ~ d v a t~~`'~° • ~ ~ ~ ~A I NA GE Po ,Q / z
I ~ ~ ~ ATf 55.50 tip h Cp F /r~ p ~ \ x,04 ~ y , 7 ~ ~ . E INV 51.16 ~ h o \ V ~ ~ FS I ``n, r~ S "r r ° ~ Q ~ v w ~r~ ~q ~ l v v ti , ;r ~ , ,r ~ v y v ~ , Q Q ~ y ; ~ ~
ti ~ ~ b , , ~ is ~ A ~ ~ ~ A ~ ti A , ~,~FE .lam \ ~ ~ c Q~ w 4 ~ . ~ { ~ Jam. , ~ Q 56. Q \ \ • 1? ~ ~ ~ °s / . , / , , , Q 0 . ~ ~ ti~ ~ r r ~ ~ ~ N_ / ~~c ~ - u. ~ a
0 23 0 i\ ~ 24 w,1 4/ N e i / ~ , to i * ~ / ~ / \ N 22
~5 N, ~ 2o,aao sF 21,aao sF ~ o~ ~ ~ ° 24,626 SF ! 25 ` ~ ~ W.k 1
' MN8 ` y~4 \ , ` U1 TRA-fL0 _ \ r, OQ ' yy. S.
° ! \ \ . , ,lam ,_,.J~ 1~`" ~ ~o FENCE ' •F INV 48.85 \ 23, 787 SF , : e ~ G ~ ` ~~~GP : SILT ,~'o,,~ ~ 5 , 0 ~ , ,S
° s- .I 20,003 SF \ ti ~ Z~ " h ~ :o ~ ~"'DRAINAG r ,y E SMT(TYPJ
° ~ , i ryp ~ ~ r\ / . 8 DIP . / 17,575 SF ~ GRADE SW LE a 9 DIP , 6 . fir'; ~ . 0 ~ c1 . /i., ~ r EP-DOWN ` ~ h'
° A ~ STEP-DOWN ; r r ~ JV %iz \ V ! w ACDNG ~ ~ r / r ~ . ~ , 4 "SEWER ~ , , ~ y. ~ p ° Q PROPERTY t _ / ~
° SfRVlCE ~ ti LINE TO ~ s f \ ~ ~ v ~ ~ tio~ , \ ~ , ~ ~ ,11 SF ~ ^ _ sCC
v ~ v h ~y v ~ / ~ ut !N 66 X 51 ~ BUFFER: DI STC "BANCE - - _ p / ~ ka ~ 0 ~ i 4 SEWER 1 WATER" ~ ~ ~ UL lRA-fL0® ~ s s ~ _ SERVICE SERVICE ~ ~ , , g
~ A 1 "WATER ti VA \1,~q ~~9' V ~ / ~ • , 4i A \ , l \ • 6 ~~c e 1 SERVIC V 9 ° ~ _ ° f gs v ~ 50.03 v ~F~ ~ v 06 INV 98.67 ~ l RDAD, WATER MAIN, AND ELECTRIC CROSSING PHASE TWD ~ , ~ , ~ ~ ~ - _ TYP. TYP. / ~ ~ 2~ / / SANITARY SEWER MAIN CROSSING PHASE ONEI:~• ~ .98.68, ~ ~ ~ . ,~1 TYPICAL SWALE SECTION A-A \ -0 S
° ~ ~ , , ~q; A., TYP, . ~ ~ A 6 / ~ ~ j ltd,, aQ' ~,'V \ \ \ \ IJ,, \ \ ~ \ \ ~ 1 v v v ~o v v ~ /i° ~o~ , _ ~ n .w.,., . _ 24, 772 SF ~ ~ ~ ~ m~... . ~ , \
a ~ o v \ ~ ~ / , ; ,
GRADE SWALE V \ „ r ~ BCC 'a„_ A ~ A Q ` ~ / s~ v~,- ~ / ' ^ \ : S ' i ~ s 1,4112 , ~ , N ~ ~z
r ALONG TOE \ P~ ~ ' ° v v 55.65 vv ~ ~ , OF BERM TO \ ? yA , s~ ~ ~y , ~ qy, . 1,,. t,< ~ ,113 rro~Nw~i,vttr~c ~ ~ , `
, , . ° t CRATE 53.5: \ Q ~r ° ,i 22, 838 SF a \ Q , ~ y i 5 . 1 ti ~P 245.52 (SANITARY) ,.,59.06. ~ 'r~. \ i
0 - ~ / W INV 49.T1.~`... ~ ~ `c ~ , ° 70 S5, 63, ° <...,r N INV 49. T2 "i / ~ I . M1l2 6 s~ Q . 3 ' " ~ -_.:.,~18 RCP:. a SP ~ _~m ~ , ~ ~ , ~ C812 h ~ t r , \ ~ ~ 6 GQ ~ 0.66 5 ep, x ~,o sr ~ ~ A ~ v / 110 GRATE 57.30
~ / ~ a ~ , o ~ ` ~ • ~ ~ ~ 22,057 SF ~ ' ' ~ \ 1 ; : v ~ ea \ 2 1g gg'~ ~ ' ,~1. ~ ~ 8 PVC WATER MAIN m y r' y , £ 0' , a e.,m p~ . INV 55.13 /
v ~o , N 62 R " \ 0 \ e ~ 4 SEWS \ CBf3 M... ~ r ~ - 166 o ~ s- , 27 ~~fF ~,r. 10' s9 20,112 SF BC f . _ ~v /
\ ' FE sfRVlcE~. \ ~ \ , 55, 50 \ / / • ~ ~ TYP.i = \ \ CB14 54.48 54.4 a ~ WATER E ' W'~ c LU, ?09 SF / 54.35 F ~,r , , : ~,~w EsMT o sq ~ ~ u .,A ~ . , / / / XXXX CLEAN OUT DITCH a
56,17 .?o \ P Ac ~ N ~ e ~ . ~ ti \ / \ n 3 G E - r 4 SEWER ; / ~ 8 DIP 13u P~ 5E~ ~ C81 ~ ~ ~ ~ '9i ~q `SERVICE / SAT \ ~,.STEP~lOWN 9 V ; 8 x6 LH TEE ~;PS'~L~ ~ . r ~y . ~ . \ FENCE ~ ~ ~ R , S TYP. w / ~ XXXX AND FILL WITN XXXX
<6 45 8E o ~ / ,~;;c ~ 1 HATER ' ls~ ~ ~ ~ ~ \ ,9~ 0 ~P s r ~ 6 GV V o~ ~ 9y sF 29.55 Lf / ~ =r \ a ~9' P~ 0 f ; ~ A T F 15 RC ~ .e \ ~ BC s. ~ F=~. ~ q ~ n , ~ SELECT BACKFIL~
s / 6 95 BEND ~ 0 SERVICE I~f SF\ _ ~ 11 ~ ~ k / ,y3 ~ ~ ~ 4 CB ~ 0 ~ TYP.' Tg A \ ~ l 4 h `,~•f , NOZZLE ELEV. 58.25 qy MH14~ 1 WATER ~ i.19z / ~ ~ 30~' ~ a q p Q 1 ~ J ~5 ~ \ A 4 sEwER ~ 54.35 ~ ! ; - sERVrcE; / = . ~ P. GP~~3 /
\ ;~~~SERVICE ~MH9 ~ ~ w ti\, q e; ; i \ \ \ rrP t B / \ c`
/ / 6"DIP ~ ' / O .r / - \ \ , o~ A / 4 . / / , s C;'' 54.7 r. 18 ~ \ / ; \ ` 1 WATER ~ ~ _ , , K / . . ~ , e \ r ~
~ , , a / STEP-DOWN , ~ > p . ! ~ / . 5T ~ . ~ 67 / ~ 2 , 26 SF TYP. w` ~ ,.i !;1 / ~ $F \ ' i".. CB2 0 ~ ~ ~ ~ ~'e ~ ~ ~ 1~
, ~ r, ~ DTI / ~ 6 45 BEND) " , . ,f_ ~ \ \r \ / r , 6 LH TEE 20, 286 $F \ i 6 ,q~ 54.35, y ~ ~ ~ . Q ~ / ~ 1 p p 44 a 43 ~ 2 e acP ,e ~ /y ~ v
~ 6 PLUG ~ ~ .r '(0 , ~ ~ 8 CROSS , ~ ~ \ W 5 ~ , : ~ ~rv \ ~ ~8 GV o. _ 20,009 SF 17,838 SF W ~ @ ~ ~ 6 DIP
e ~ ~ ' \ ~ a / ~ ~ r ° NOZZtE EIEV 58.25 P ~,P r , ~ " / (216 GV r. ~ ~ i o ~ ti a Q F i \ . ~ CB24 (2J8"x6 n ~ y STEP-D01YN ~ . 190.63 S.
\ ~ / / ~ A ~ ~ ~ 20,060 SF Oq ? h \ ~ A : > . ~ „ - REDUCERS ~2 ~ ~ < ~ ~ 42 ~ / ~ C822 CB2 SEfYFR ~ r, 0 . ~t ~ 51.86 sERVrcE , ~ `~o v 20 139 SF t ~3rv.~ ~ fE k
~ ~ ,n p, ql ~ ` f f`' / ~ i J7 h ti S,yT f , ti / ti ~ ~ ~ ~ 0 ~ ,,4 . ~ / ~ o, ~ ~ :59.6 ~O ~ ~
, \ \ \ ~ 5 \ ti ~ e A ~ ~ / ~ ~ ~ ~ ~ 5~, 1 ~ ti v • ~ 1 ~c Q : \1 ~ Q / O Qv~ 1ay ~ ,
F 9 p / , 3 ~ , - ti \ ~ , , \ zo, a 68 /r,..\ , a. 20, 000 SF P; gyp, ~ \ ~ . - / ~ A . 5P; ~ ~ ~ ~ , ~ ; ; N~ , y2 4 SEWER a ~ V0 F. 1 WATER ~ A / / ~ , ti ~ 8x6"LN TEE ~ 5 6 GV
r q ~ ~ \ \ r. ~v ~Fresc v 20,307 SF \ v r° ~ / C ~ t hi ~1 SERVICE , A v i ~ ~ , .f - , TYP. z ~ ~ ~ TYP. ~ w: ~s ~ ~ ~ P / ~ ' ~ s~°~ ~ BPLUG
\ ~ ~ A F.~
• ME .11, J SILT ~ / ~ ` I / s , ~ 9, FENCE D ~ , S Sp05 F 1 _ FENCE ~ ~ ~ P, A v, A a Y ~ _ - ETBA 1 ~ 1 WATER , Q,~h ~ , REARS Z, .,Z .SERVICE y k ,-rv ~g a ~ F i ~r t~ ; ~A /
t VIa~R' C
; ~ / ~0 / _ \ + ti CLEAN OUT POND TYP• 1 _ u. - XXX : / ~ \ A J ~ ~ 1 "WATER ~ ~ e / . , P ~ AND FILL WITH 5~. 9 ti, ~ ~ / / 9y, \ r~ \ / 41 / _ ~g5 ~ / 1
/ `c ~ XX 18 , \ \ / a' 1 ` ~ /I \ ,SERVIC / n n / o ~ ~ ~ .'''TYP. ~ X 1 , / 4 g 5Q _ ~ ~ DI8 0~ ' ~ ~ fF \ _ - ~ zo tNa 17, 776 SF / / N t 5
h _ e~ASS s RIP RAPIFES 3I~~~, P~ ~ SELECT BACKF I LL w~.,» .,~r..~LENGTH..........22 FEET 1,T 62 r g ~ \ i _ ,GRATE 57.5 ~ RA / -o \ - _ ~ 0 1 / ~ ~ 58.31,..., ~L \ 18, 667 SF s txv 52.53 EsM / ~ " N ~ !/ypy ' ' ¢ t:: ZS
..rw~ . ~b~,.WIDTH AT PIPE.,.10.5 FEET \ . qg~ ! ` \ ~ ;Y , ~ ~ ~ - 1 ti \ ~ ~ ~ r • ~ . . . ,:::WIDTH AT END....25.5 FEET:.. ~ - ' ~ - ~ E INV 52.54 / , s. \ \ ~ / ~ . 9 i / X115 ~ ti A i / / a ~ % / 29
1 ~ ,STONE DEPTH...1 575 INCHES, 1 58 ~ ~ 1 ti / GRADE SWALE ~ / / ' X. 1 / 29 ~ \ Mm., 56,52. LAC ALONG
.~~w°N~ ~ dd d~r~ dd d ~ . ~ ~ . ~ ~ ` 20,158 SF , • dr,• d dad FES 3 . r , -.y ra , t + •,j,dt . ,..,d tS?1. d 48.50 / - T'J -L-~ - / t { u r,: a'^ tE ( ~ SF~T PROPfRFY . a, / 1g2~' . / ~ " ~ ~ , ~ \ \ LINE TO / / / o / 1 / / / 1 463 SF / ~ RM, ~ E` j; / / ~ r;
`1 \ ~ ...4. ° EXTENDED OfTENTIDN WETLAND ~cA 1 # d 'r' ? v . d• ~ ,OS ? . / Q, r° p, >s,'~'^ _ ~ MH10, ;e z , _ / ' / ,l ` /PERMANENT POOL ELEVATIOfa 48.00, • .y , o / ; , / \ _ d,~d d,~. 4. • ,~.d ,fir, ~ ~.o°~+ - ~ ! ~ ` ~ \ . \ n / / 8 TEE s \ 4 SEWER ~ /
9 - . d ~ ~ ~ d,~" i ~y, ~ fyr,+~''r ' ~ \ .+°C'~ -SID ~ t~~ y ar "..Sj. • ayi+'? ? • 0 ~d FOREBAY , ;1 f` , y l,'y ~ .,.C F ~ ; 5a t ddd ,t, W Q , , d d r, , C s F o c+ ,G,.. . s \ ~ 45 4 / / 40 saGV A TYP. u n ~ 'k F \ \ ~ 'G+ / / 8x6 REDUCE , / ~ / ~ o` 6'0 / % ~ ~
1 . ~ ~ e~ d i~'d d p ~ <'d ~d ,~f'~~J ~ : . ~ ooGF ; ~ ~ ,Y r a; I C815 ~y -N\ d` ~ 1~..,A ~Q'l+f `w s..r ~ \ s ~S~/ ~ 19 1 /1 ~I~.• / ~Jj ~ ^''j / 1 \ 7 5 51 m 20,001 SF v ~ ` ' N / / / 19, 655 SF n . ~x ~ ~ \ / f "WATER C3' ~ / / ~ o~ r.r" ~ 17,594 SF \ / ~ ~o~ ~ / / / \ O~ ~
~ B. r r-~ d ddd d ~ ~ yf fi , ~ `o Q . . A 5 SERVICE _ ; ' / ' , \ ~ YP TYP. / ` ~ ,a- u
• • d ~~0 ~ r3 ~ ~ a ~ ~ ~ • \ y~ \ , ~ ~ , F, _ , o / /
~ ,r 1 ~ ~r? Q i Q' ~ ~ 'S _ , h y d d,•d+1d ddd" d d ..p ~ y V ~ Q 1--:t ~~t~!~ ~ ~ 1 , ~ \ \ f . 1 ~ - / ~ . ~ o r \ w ~ ~ ~ \
r . r d d ~ a • ,,.I • .9 z ` ~ - ~ ~ ~ O .fir I` ~ 0 1. 4 1.~ ~ ~ y'•. ..`t ~ICY~' a ~ "k x d d +f• d, • f • - ~ F - it NI • of y z~ t1~7~ ~~\y . . ddd dd d ~ u ~ ~ / r _ ~ ? s 1 I., \ \V~~ r ~ / c ~ /
d N D ~ ~ ~ _ ~F ~ ~~yi+~. ~ ~ ~ . :d AN p5 Q Q' ; . @ ~~~1 r ~ ~ ~ ti E r' dtLl•du i? ~ <~HIGN[ ~ J, i• ; ~ 1 A ' V ~ r/ ~ ~ ' ~"'~(i~ M~ 0 ~ \ \ , - d 8 5 i m, ~ ~'N l ~ 163.8 i...,-,-' ~ ao r~ / / v \ , y
v, y ~ . ~ . ~ ~ f SEDI~NT 1 ~ l K~ MA ~ ; _ / " ~ H ~ ~ P r . ~ 0 , ~„a.~;~ s~ ~,4 ~ , ~ ~ ~ ' ~ ~ ~ DISPOSAL ti 1 r • , ~ y d. A. 5,_ -ddd ~ ~ Q p s , 1, 1 ~ 4 SEWER Q , > , ..~~~:A P ~ , ~ ~ ,.c ~ / ' ~ ~ . r (1,200 Sf I w 1 w - h ~ ~ , c , 4 , ~ \ \ o 5~ . t \ GRADE SWACE i / , w -o as , ~ ~ ~ O .y- ZOO!.". / / 'y \ , \ \ ,ALONG s < ~ , ~ ` / / a~ G ,~y'j 20000 SF~ ~
~ i z~,,, ~ r-, JI ~ SERVICE ti LBC r'`. @~P~ ,W~4,d. •~~0`10 ~ . •.fl°~~ . : .r, .~a, ~t ~ ' is 'i ~ 1 / >86 Q5~'a26 ;A~ d ~ p ~ O •c ~ _ . , I ~ } . TYP. 38 0 ddt t;1d• d r 52 PROPERTY/ / A .~1 W ~ W ~ r ti ,1 \ LINE Td ~ ~ ~ m / > , ~ \ 7 ? - / ~ ~ / f
~ ' l; ~ 6 • LO'~ d"~~tK~~ ~~~r°,a / C~ . ; . ~ . o~~ ~ 1 ~ ~ ~ 1 WATER ~ , ' yf~' ~ d. d~ a <F ~;,4w ~ + `FES 9 ~pW ~ . 1 W,~ SERVICE ~C, .FN ' - 17, 500 SF \ \ D! 5 ~ ~ ~ / / ~ ~ ~ 1 4"SEWER / ~r ~s o , SERVICE ly ~ / / / / / \ `
SILT ~ ' ' e fr-,, ~ ~ d`f~ r • , „e/ 6 f ~ F~; INV 48.60 , (i i. p Q y TYP. Q ,'1~ pti' ~ ~ ~ - . ~ ,d+.: •t 4H ,r ~J,w'/ FENCE ~;~;1 `,y ~ i n~~ BC 0 5~' \ N > ~ ~r ~ 1 W v / 46 ~ ~ ~ ~ ~ YP. ~J / / 019„ ~ ~a . ~ ~ / / / GRATE 58.20,, '
~ . • n . ~r.<. ~ i d., A y MIOROPOOL ~ ~ i;'?r P1,~ ~ / / ~ ~ , ~v 2 ; i k ~ j ~ -69.8 ~ 6 1 r p / / , ;dd+ ! ' t`~ fDREBAY "~-~-,..;-1..~' w:,, ~ ~ h~~ ~ 6"I~TEE~,`v . v \ \ ~ , e ~ z A / p. r~ o / ~r , r ~6 .o 17,690 SF 2 rEe` ~s~, ~ / 17,557 SF z ,I ~ = ~ t `N / / :.q ~ i _ P 1 WATER ~ / / / / ~W INV 53.20 ~ a ~ SERVICE / / /
d, ~ ~ ' ~ ~ ~ , , ;RIP4~, °14L2,T~.i ~ ~ s`0~\ 6"GV v, 4 . s ,r",d ,r I ~ I .F` v ? y : IRAP~ d """rc 1 ) ~ Q' ~ \ ~ / \ \ \ ~ ~ e , o , ~ ` . ~ GRATE 57.13 ~ 20,195 SF /
a - \ ~ } a`H a, , i ~ e e I Z RCP @ r ~dt ~ _,CLASS nB,~RIP RAP(FES 4) 0. ,,.0 Q \ CLEAN OUT DITCH ; S INV 51.29 a ` \ ~ XXXX 4 ~a rro N INV 51.30 / ; ;r
e, . ' ~ a . , ~ .y fE { ~ ~ :...LENGTH... ..22 FEET ~ + ~ o a .e ~ d I V ® . ` ; , , Y~ / . i _ !.a•c~ • ~ ..WTRTFI DT PiPF...1fi.5 FFFT' ~ ~-1-L_- ! 5!•9 ff J \ / ,AND FILL WITH XXX ~ / ~ ,
~ INLEI". D WITH ORIFICES' r ` ' Q. « r °WIDTH AT END....25.5 FEET ! i CB1 n ~ 0
~EE,~ DETAIt .(StIE~'T,2) ~~..J ~ ~ ~ -«,i;+;~ r~~« + . ,FrSTONE DEPTH...1.575 INCHES i i..-~--'"„~•r,a-""" 90 ~q MHJJ . « ~ „ ~ t.. s . .i{.; TONS. .51 1 . ; i. ~ r t~rgrrrt< _ ~°rr~~~a' g"HT 645° F91~ 6"DIP ~ / ~~r « r z ' •.i..-r ~ BEND p~ StEP-DOWN 0 ~ , < - ~ ~ s / 223 o 31
s + « r: « ~ r F - ~ i s ~ > - _ .goy rrr+~r a+ 0 , ti ~h ~ ~ ~ 20, 000 SF
« x ti0~ , . ~ , ~ ~ ~ NDZZIE ELEV. 56.50 k 0 h "'d`F _ 'a ~ f ~ ~ ~ ~ s~ • r ~ r X141, «9 O t : 1 r r W CB J ~ \ 53 / / p~h GRADE Sk'ALE ' ~ ~ / , ~t ~~o' 2f /
r M « . - ~ ~ ~ 6 D1P 22 J 2Q,495 SF atoNC 4 I ~ 1 ~ / / ~ 6aDIP PROPERTY ACK ` , 1 I 1.;-,. SErgACK w / / ~ e' s, LINE TO ~ ICE SETS 1 ~ i S'SipE I/ / / ; STEP-0OWN; 6"DIP ~ Y, ` / / STEP-DON'N~~~; 56.98 ~pC~ / /
. . - .r. k 3 : ~ ~ i~ Q a n , BEND ~ ~ o o . « a . „ ~ rr r R o ti r ; : Q ~ t'«+ ~ : ~ 20,114 SF " ~ ~ \ CLASS B RIP RAPtFES 61 ~ ~ , -~Q a rv is+;~ ~ .~3q, ~r: 6 45 9C 2 A DI 5 ! f ~ ~ / / , ~ CB20 \ ~ t~E Stiff / ~ F , / / /'R `1 0 / / / / z .
~ , ;r~, r ~ ' « r ".a • ~ +g ~ BEND 5~.1 ~ ~ \ \ ;LENGTH..........9 FEET: r ~ e ~ . ~,ca~ , .+~~.t«. a o'~ ° ~ ~ . Ag ~ \ WIDTH AT PIPE...6 FEET ~ +rv+ ~ ~Q «i ~ . ~,;J \ \ ' « «r r rrrtr 1ar,~M y \ W / ;gip / \ ~ ~ , I ~ ~ o / 21, 218 / s,.
WIDTH AT END....6 FEET .s, FES6 = ~ ' STONE DEPTH.. ,1.125 IN INV 91, 73 ~ dP1. `~'Q 5r yr r ` ~ i ~f o ~ - CLEAN OUT DITCH ~ ' / ~'9 ?y ~ 1 ro XXXX S~~ s0\ \ 2T , a`y~ ~ tip y a a~. / / ~ ~~83~6
° TONS .................5 ~ - ~ G~ 6 22 1/2 BEND \ EXTENDED DETENTION WETLAND AREA 2 it 9e r r~~ r< ~ PERMANENT POOL ELEVATION 48.0 ~~P ~ BEND \'~6° ~ « ~g . ~ 48 ~:I ~ ~ s (AND FILL WITH XXXX , , / \S9 \ \ ~ . ~ 9" +f'w . 4 f ~ XXXX r v / / / / ~p \ \ 6D1P,.~, .SELECT BACKFILL ,ya e , / , / /
~ ~ 0 off, r+1+ rrr~t+~.rrf~, 9 ~S'" ~ ~ . 1 ~ \ \ ~ r 29,422 SF ,STEP-fJOWN" CB1 ~ N FE ~ _ 32,156 SF N ~ ' ~ ,2a ' / \ \°'~o ~ \
~f5.36 x °I L f ~`OX, 1TH ~2j Et;9 i r~~,.. a + r v.,~,y ~5 ti ~ ~ • r 'S E. TL _ r tt ( fET.2.~rr+~«; r ~ ~ r.~ ~ . ~ +a~.~ir 1 T~F d x \ o CBt 54, 09 N o o s , 262. / Q'~ / 1`S'\ \ e., \ 015 ' z...!^ ~ @ Q.ZO~ ,",.k , 1. ~ ~ ~ N .e ~ / 9,5 SfO \ \ \ BORATE 53.50 m 36 RCP t \ m ~ / a ~ / x / ~ ~ w„
, y / ° ~ « « ~ ~?'~•r• Pia ~ S L .z U w' ~ . r r ~ i r tr r r r~ ~ 'h iFENCE SF \ V A .W INV 49.69 `..,2X5.52 ,T . ,;h •,~q ~ z ~ / ~ 2q 8 SF ~ ~qc \ \ E INV 49.70 ~ ~ ~ ~ F ~ ~ ` / \ t~ \ ~
.Q•..- - r. _ ~ ~ e,. 27,55a SF n , L ~ ~ 1. i r.~rrr A ~ , ~ SILT MICROPOOL 1? ~~t.,. NO ; > . / < 6 LN TE , ~ MX22 0 ~9 FENCE / / o,; . 2 /
AN ~i ~ , P 5 C . ~ , tia « r / / G , FENCE _ ~ 1G` pR , ~ ~ r +f a ~ = AR S ~ 2 \ ~ S"PLUG o x ONE A FH ~ / NZ ANK r , ~ . / ~ , 37 ~ 21,33fi Sf ~ 3,~ A /
. ~ T a 5 ,o,~ ~ R 30 ~ ~ ~ V FH ' ; STUBOUT / ~OP / ROM ~ ~ _ . ~ , , F ~ . ~ / - ~ a~ r,,,.;.•~-~; ~ ; : mao ~ , ~s.~, ~ ~ , 23,243 SF ~ m~ ~ ` ~ e g / / / < s G
~RARY BUFFER DISTURBANCES W.4 r ~ . µ~r « ~ ~ ~ ~'r , ° ° . . r d• rr + . ~ 1 - e . zo,za~ sF , CATION OF WETLAND OUTFALLS~ ~ ~ ' / ~a ~m s
a r ~ ~ i~- n~4~ . ~ ~ :.u i.,~ -~~U ~~hll~~,Y~~ ~ . , ~ a _ , ~ rr< w/1D a.r°, star _
ham„ ~ ,.,,5 „k...r~,. w}.. - ; ~ ..n"~., ..i.~ +nr k". _ ~ ~ , : ? ' " A 0 Q ~ ACS / / . ; , ~ r r \ ~1f-~. e p~~i 5E / O 98 ~ S ~ 016 ~ ~ , t0 / / / \ Q / / ° i ,116
20 REAR SETBACK ,r~ ; R I p . r,, ~ I P . s~: p~ _ - N q, E N Z ~ , ~ ORATE 54.8 ~ r 5 / R I A ~ ~ , _ SF ~ ~ ~ ~ ~ ~ / IPA T ; ~ , re , R ~ ESM q \ n' AGE ~ p AI lv It , C,Y W INV 50.93 / 3' / / T ~ F--- n p / ~ 48'R ~ FE ~ y. /
~ . ~ v ~ 68 4 ~ „r~..... ~ ~ ~ E INV 50.94 25 a p ? 'tea N INV 50.94~e: e \ / 58.45 '8"!N TEE
. . ~ 83, ' i : ~a rn 2 •..r..~...~,..' ~J a _ / 'ice ' ro.f? °,a~ ~e,~ ® e . EE FN r
. -,a- t rl. 0 I R ~ J ~ ~ ~ _ ~ ~ as / . . , , ~ , ~ ~ , ~ P ~ L t ~ ~ I ; . , ~ s ~ ~ ~ A m~ ~ ~ ; , ~ fENCE 57.78 ~ ~-NOZZLE ELEV. 80.45 / ~
4~ - - -c . ~ NAL ~ ' Imo; r O ' i ~ ~ , I ~ ; 3s ~ ~ ~ N ,y ~ R 0 Z • . , ~ f5.
~r,,.. .~...--n.--- G C ~ TIN XIS M ~ ~ v .--r T ~ ' ~ ~ ~ ~ ~ 20,240 SF P Q s ~ ),240 SF / / . s"2 ri2• s~ eENOi
~1 . - w - o _ _ _ ~ _ - _ r _ N ~ BEND s ~ ~ ~ 4 . / /j / ~ Mme,., 82. ~ ~ ,
~~~'are ~a. sir! n'~"e''rsra! .t s+e 'ma'r ~ / ~ ~ i~~~ fig,
88 / / ~a~, f°- _ \ ` BEND N SERVIT CE~ ' ' ~ 33 t` / ~~ti ~ ' 1 9 SEWER ~ ~ \
...+w 4. \ . / SERVICE TYP'"~>`'~ ~ ~ 50 ~ 458 Sf ~ ~
' ® ~ M 0 ~ ~ ~ F 1 R i i ~ ~ ~ r;~ ~ R q
R ~ ~ ~ ~ ~ ~ ~ 9 F q ~ N R~ ~ ~ ~ ~ ~ ~ v
' ,.w , ~ 0 8 e F t ~ Op
~ K. r a ~ , w ~ i ~ ~ Q~ ~ ~ `e ,,A ~ F e ~ \ ~ ~
.y fE "anvw n. , ~ 9~
_~M 4 s.. S MU'tn..na M ='3. z'}. ~S^. t I , . i ~ ~ 26, 436 SF ~ ~F.
j \ ~ i i I / ~ '•'•v ~'9p ~ ~ ~ Rlpq ~ \ ~ A ~ ;r
w,y ~ ` i r /
` E X t t ~ ~ , I t Sr ~i~ j 1pg ~r.• < q 1 ~ 'a
h:a , Vic, 'A. e i i l I/ ~ t o STI S' ~~•YU Fs 1 N~ ~A~ ~ ~ /1 - •a•y'I.: ' / ~ 1 1r E Y I IJ I ®1 V L.
~A~. ~ • ~ ~ ' qNq ~ ~ ~ ~ BY N0. DATE DESCRIPTION
~'-a a ® i ~ ~ r ~ ~ _ ~ ~ ~ ~ p ~ WCO 1 08/28/O6 REVISE SEWER
V 6. ,l. - io ~ ~ ~ i r+ ,i .'Y a ~ I qR
ql 3k eo ~ ~ ~ ~ . ZEN ,
x ii
.S ~1 I
t n; ii ~ s • . 2 ~ q K j D ••e • y•w,v,- f ~ •er,
} Y o ~ I I
'4: a a
rt'~ '3 x
t 8 PLAN VIEW LOTS 21-62
x
qj
w
`E
``~®t~~N,.....,,RQ WINTERViLLE TOWNSHIP PITT COUNTY NORTH CAROLINA
G ~Y ®Ff~SIO OWNER KENNETH SMITH
~ QQ` % DESIGNED: WKM
- PE1 ~ ADDRESS 3815 EMMA CANNON ROAD DRAWN: JHT AYDEN NC 28513
e$ z.~.,. _ . t ~~~'''•.FNG PHONE PHONEY [phone] •.,,,,m,,,• QQ°~`~ APPROVED: WKM
p1, r z ~rav ~ r ei®/~~qM K• MQ`
„ _ t I I F r y R t k 3 s //fel~f~~~`fl`I411o1~ DATE : 2 /9 /06
MALPASS & ASSOCIATES
` 1645 EAST ARLINGTON BLVD., SUITE D GREENVILLE, N.C. 27858 SCALE: 1 50'
[phone]
_.t-s.,-.. SHEET 5 OF 11

o~ ~TF,. ; z
. _.,.:s.A.._,._~_~~~.:...:_..: ~::,a..~~:;: c::~.,~~- ;.W _ _ ,.,.,may _~.y~;,;
/ ~ / ~H ~5
' / ~ z / / % C. i`
_ / / / z i' Y~`
/ / / R/ a
I > / / ,1"'` ~b r g { 6 ~,1~ ? Y~ a ,x-; 4 f~
r'', 7 / / ~i' ~ j J S ~A t S~ ~ ~ i
/ ,j . / , °t S 3 P~' of /
/ ) ^1. / , - r - r, a`.,~4~ ?
r ` ~ ~ ` ~ / ~ ~0 pGE / fJ }l. r ~ ~ pRP t ~ E 1 ~ PEE ~ _ ° ~ ~ I ORp .
/ 5~ f •,.i Ap , ~ ~ . / / ,i p ESMT ~ 5~~ ~ w ' .w~ A
I rti , - - / ~ / a a ~ i ~ ~ ~ '~J
/ / / o ql qo cS'
DRAINAGE EASEMENT fSEE PLAN FOR WIDTHI / or 6F rygl ~ o
/ / '9, ~o S~ / ? 1 /
/ ' Y o ''G x ,z
/ i/ / ~ G / / i4
r ~1 4° • / ~ s~ ~ H / r
/ / ' ` ~ / / \ a ~ 3
/ 1 N v r ~
- / ~2~~ o I ~ ~ FY ~ 3`
/ ~ m 4 / ~ , / n /
/ J~ / / ,~,y 9~ . 1~
r_ E 96 9 / ~ SF / ~ r / : q 9qo , ~ SF 0` / plpyFs ~ o~
z
/ r'~ ~ . yF9~ipFlF ~ / / • " r y/
1 /
9h / „ a, \ ,0 ~ _ \ D~ iii ~c~ N
S ~c x \ 6`'~y o ~Fs O/ ' F oo / \ SF o / y / / / ~ \ a ; s
v \ s ~R~~ zs. ,
sg s~,."~ ry°~~~/ 7 2g. ~"EPS > ='9,.~ TF9G~F .,~'~l. stir qr 2,F1 sFS A ~ ~ a,:~ \ ~ s s s .o r~, ~ • r ~ iii
~;~G'Or ryrA~gs ss off,;"~ ~ ~ ~ TyFGr 9 3` .~.rr ~ / s, yo / sr s ry } / or ~ ~ ~ ~ \ °F 10,4 ~ ~ : , 9, T' ~9 ~ \ B, gp, ~ ~ ~
~ FOG iF F F9 : ~ ~ FygT ~ ~ ~ 0 tAPO'4Q~ ~ ~ 9~ cF a ! ~ r F c: ~ a \ A PI l~ ~ r y \ " ~ r":., t ~~.x. m r,, \ ~5 _ ,r ~~o /
Ol ~ s 1 ' c~' S2 S I ~ ; / ~ y~~s r ~ \ ~ / O6D ~ / fi
: '~9 ddFl. , S,+ eeo a ~ ~'r / , , ~ 00 9, .gyp r \ e D l - ? r A s \ / ~ ~ A \ W ~ o \ a ~ FR 5a' / /
~r d PYG' 5AN11Arrr FF \ s c. a ~ a ~ 1 E A 9 ~ \ ~ . .8~x G§ ~ / / ~ / 1 /
. / r ~y S0, 9 a ~s_ '+r \ 5~' ' 45' 53 WM 95..29 t S A / \ ql qp \ a r ~ y. E S 51 S a.- ~ \ s g z L / 1
9 ~i, s s / ` \ r,9F9yOFlFv,,, e e ~ '`ycG ran ..v.~ f> ~ ~y,• ~ '~G~ ~ ~ ~ / X92 rk»
s \ a t 16 t \
0 ~ '9 F /v F \ l 'f' 6 0 k ~ 1, ,~(i , ~ \S : , ~ ~ / /I •G .rh . ~ ca ~cyysF 6 . y ~ ~,a,~ s qti isq <,o ~ / / ~ Hj~~~Y ' F. , • / / ~ ~
o a ~ s ~ ~ I -q r / \ _ • ~
~ O O F t. • , 1 „ , ~ py , ~a OZ;, °h ~ s 0. ,9T n 1 - h ~ ' \ ~ , _ ~ S
~ ~ O ,o O { ,p F / sf = : ` ` . a ; ~ , / / ~ ~ ~ / ~ ty ~oo~ _ r a o
y-:w O ~ ~ l ~ ` td 'i ~ / l? ~ 1 ti ~ ~ / ~ 2g , / y i : / t t ; \ b ~ ~ Y f~a R r ' \ ' s
~r , r < .l ~ ~ F~i ~ ~ ~ ti U o ~ ~ L J
ry f O \VVd l y O ASE ~ / bo. ` ~ ,1 ~,z'L r. ° / 0 P, ~ 6 g ~ ~ A ~ ~ e o ~r \ / A ~ ~ / ~ 0/ SF
r~ ~ . ,O ~ ~ p rr, ~~„F C 1 ,o q ~ i a ,.r . N d e \ ~ , ~ 3 or \ . , , ® / \ \ - ti / + ~ _ ~ ~ ,ate , ~ ~ ll . ~ "~9 o, ~ / 0 ~ v~ ~ /
;
r,~o~. ~ c ,v> ~ ~ F i 6 ` A : / ' ti~ / S v ~ ~ oqr ~ ~ ,l a5 ~ \
~ w i > / \ \ .s
i \ ~ „ / , , ~ o a +v ~ \ ~ 15 \ ~ ~ / 1. m / ~ ~
i ~ ~ ~ G e / \ - / g \ , F
i / \ r / a N n ~F sF ~ '~7
o ~ / / . 0 ~ ~ n l \ e r % p~py s , i ~ ~ 6U ~,,F ~ ~ ` ~ 9 yc s
/ / ~ F S \ ~ ~ o O B ~ 9 F w ~ F F \ : r \ o ~ ~ q v+ x, n ~'3... / ~
r a ~ ri e / ~ x s ; \ S ~ ~ \ / S ~ F .y~ ~ . '9 o ti 'I G S • \ ~B ~ r s \ 6 ~a ro ~ ~ ~ ~ , ~ >
/ o i° ;o' : 9 F r t~j4 . ~ , t, . a \ o~ \ S . o \ A \
O r`" h it - ~ F qr \ 4 ~ \ o ~ ~ 8 , A s \ ~ F r F ~ ~ P r ~ D ro r~ F
y - ~ w., v y ~ P v~ ~ \ ~ A G S S , \ 5 ~ 1 \ ~ ~ ,v Q, ~ a ; a , \ ~ a \ \.p s e ~ c
~ ,i ~ , s s ~ / 6 a~ e s ~ c y, 0 A ~ ~ A P \ ~ ~ ~ o0 0 d ~ S c S~ \ 2 I S ~ Oo ~ , d ~ \ I ti , ~ ~ ~ F \ v ~ . ~ ~ q r r a m~ ~ i, s pE a,
8 0 C~ o \ ~ ti r q \ i ~ / a5 B ~ . ~ S ~ ~ ~ ~ Q r q ~ , / 1 ~ 't~. 1' ~ / ~ 1 = ~ r f
/ / i 0 c, ce r: '7 O ~p \ ? C F F/ \ ~ ° i/ ~ , ~ k r r / , ~A 0 9 w ~ A 6 / ~ S ~ A q m ~ ~ ~ G 9 . a, ~ o / / 98 . Y
,~~5 ,a~ aoE~ ~ ~ I ~ ~ P R sF ~ 5 ,r m ~ ' ' < ~ c ,,r F
~ ~ 6 ~ ~ Ep5 < S~ i S ~ ~ ~ ~ SF ~ 1 ~ A ! / e a~ G S 9 q~ c~ ~ r y
~ P/ / r r, ~ ! ~ 5 ~ ~ ~ ~ ~ pk'~rf
r"~ o \ / i ~ w `T r4g "
r /e'~5, . \ ~ 7 a ~ y „ \ 1.1 Y 9pps~ ~o~ ,t .f 'k. -~4 ,l ,~F rte.. oN I ; „ . s / ~ v ~ryF 9r. F a( moo ~ \ / a c~
/ i; / - ~i 9 9 ` , . e ~ 1 a , \ I ; doe l , ~ . 1 OS~ ~ 1~ s~,~_ cos: ~
' ~ / OHO F y s ~ it : G ,r N tBA~ ~ ~ ~ ti o S~ \ ,y ~ 0 F F , ~ ~ 5 ~ ~P 9 r 9 \ , ~ 5 .n m~ 9
r F ~ ~ / o / '0 9'i °F F _ \ ~ r
i ; o ~ 9 ~ \ ~ ~ \ o, o \ a~1 ~s'. ` ~ ~ - ~ C~ ! o ~S 1~P / rs?' i~ Ash k• ~ ~ w r s' -o ~w~' r ° ~ 5 \ ~ a \ z \ ~ , \ T9 ~ sy FF ~ m G G~`F , / A r 9 ~ °'~~R Vii`' ~5 ~ ~.FiD'9T 6' >`9G'>~9 0,~ a a m C~ \ cF ~ a'~ ~ GrFq 18 c~ . rc 8 , 'a ~ ~ ~gP
t . ~ ~ /y'' , i S~ ~ \ > , F ~ \ 5 c \ \ _V. E i ' ~ ~ ~ \ \ - 9y ro 1 S ~ c ~ E ~"^i.
.r / ~ x~. ~ ; s~ G 5 ~ \o S 1 \ ~ . \ C eh / \ p ,1 / 1g~1 y ~ / s c~ ~ ~ ~ ~ Fy S
i ~ / i . ~ ~ ~ ® \ c sib ~ s g0. / \ ~L w ` sqq / 1 ~ \ \ a+ T 1 / ~ p~Hp ~ 52 82 s ` ~ ~ F~O ~ Q / H~.
i i; \ \ ~ \ ti d ~ ~ ~ - \ \ ~ ~ _ G s ~ , . ~ ~ ~ ~ ~F
y s ~ / , ~ ~ SFrB ® \ \ / . ~ / \ ~ f \ 3 ~ ~ ~F - 2t ~ ~:L.:_.s e~ ~ / \ o ~
fl * ~ ~ ~ ~ ~ - ~ 6 fi ~ ;y~ ~ ~ ~ ~ 69' V 9 ~ S \ i ~ G ~ 581E \ ' , ~ 229. 24 ~ : -.T .ti,' / g~ ti 6 \ / ~ i~~ s j ~ ; \
~ ~ s~ s' / ~ Z' S 0 ~ ~ / \ 6 S s o : A ~ \ _
0 ~ _ + v r~oN \ ~ s N \ ti Q: ~ ~ \ \ h I '0 ~o r ~ C ' J~ ~~G N I 9 ; P ~ ~a . \ \ \ \ ds ~ G 1.i ~ A i' 'N \ S I ~ ~P
~ F'. / \ g t ` \ r9 e ~ , ~a ~ ~ / Fy \ \ \ F r l ~ \ \ b o c~ m 9 S \ \ ~ O C \ \ \ O ! .o ~
a ~ ~ l~ X64 ~ ~ / y ~ ..w h \ o I " u D m. r~ 6 c~ \ \ ~ ~ \ ; . \ o o
~ / ~ ~ SFO ~ ~ 9 S t. ~ ~ ~ ~ e' 6 i~ ~ISp~NT Fy0 i r F S \ G 1 + F T S N F \ \ ) ~ ~ 1 \ ~ 8 \ 'I \ o cn \ d o F 6 \ P l ~ ~ , s \ R ~ / . s S a 0 6 , 1 1
"i 0 \ ~ 1 \ V: r o 3 \ I ; ~ 1 ~ ~ ° AREA i ~ t l~ ~'I l ~ s g4 ~ Pa ~ re ~ r~s~ .
~ / ~ o l' O Nf~o < C 1 ~ ~ , ~ ` i . - - ~ ~ ' 0~_ 1 F,o to 6~ . \ N 2 r ~ ~e ~ ~rw 1 ~r,? ~~R~
' R ' / ,oTFy SF ~ ; ~ w°'= lNS~ ~ 0' ~PO~ ~ ~ ~ SE~Or / / ~+6'y ^y T ! i a ' c 1~ ~ ~ ~ . b2'- ~ ~ ~ ~ F a R ~ 2 1 c ~ , 234 F m
\ / ~ A ~ _ R A ~ r ~ C-` - RAP P ~ r,,~" / - . ..-w~^`° • _ ' q i` t 52 I• 4
~ • ~ A yT v w.: r 1Q ! ~ , F` 5 ` y _ _ / z o ? F r 3r J a. 26.3 p,,,...•
/ / 1 ~ ~ / ~ f sue: T" . 1 ~ s F ~ ~ ' CQ SIDE SETBA , , f V`1 1
~ / 1 ? ryo / BF s - hw ~ . T~ ~ r.,, ~ r / 3 s. y , F S~ yo t d 0/ F n I ~ o~ rr ti ~ 3 ~ ~ \ AA
r ~ r 9~ / fi / s art r'; r r . r v r o Gk r . r ? ~ ~ i'-C ` 1 , 0 e ` / • r •K~ r ~ r r .ar r r. r rat. v \ 3 'r Q : t ~ •tr r r r r r,at r , r • r • r rat 9 \ / 1 / , r . r •~s1?•r` r r rLDwL r •br r•r• r r " °"(F ss \ / ~ o i , \ ,ti \ ~ / s \ 2 D -r - N ~ ~S~
i~ 1. , / r`"' a`1ky r i r r •~~~y r• AN+,! r a r • r •1Y•~?':•r' ~G / ~i / N \ ' r `ae r r at r r ' ~ g. L / ? / ' .a," K~ r•r~~ rr•~r r •ae•~r r ~r rvm• ~k,~r-`. j0 Ty'7, / / / ~ fit..f! ~ ~ / 11 ~ •r r • r • r r r r v; ° ` a ats;: rat T T q ' 9J ~ A s 9f ! 9 I ~ a .0 9 \ ~ ~ c , X ~ w.
/ € ..Y l0W .rod°~ r •~.r r• r~ r. Q~ ,"w,k r rIQ QA,~ T' A ~ / / ;~•,ti~, 6' ~ ' ~ ~ ANA S r ,ar• r w ~v•,M F` qT 9 V ~ ~y, ~ / r GN EA ,r . v ~ r 0 P r . S 0 JA ' 9 \ 0 / A ti ~ / . ~ ~ ~ F ~r ? v~"~I + V
~ ~ / 1 ~ ~ N I N AR ~ ,,.Mae r . v P~ RE ° ~,r Fp Fy F A~ ~ / 19 / ~y < • Sk.~ / a~rr MARS r :"`„h~.r•rr ~•ro ~ P ~ T 0 'c ~ 19 '~O t / ~ : ~ ~c ~ d•r aer ~ o a • ~ ~M16~ ~,p 3c' r..• y~•~1D 0 F 3~ a 1 O a; ;.-c r 9 1 / , G q O 19 ..r' ~ / l ~ o ,yn I C ~ Np ? . / A O,yF Q v ~ ~ / ~ Qs t ~ ~°r 1 ~ s ~ ~ 'rocs rt ~ ~ w ~ ~ =i' ,.~J°~?~~ 10'95, ' II ~ J~~ ~ U
~ " r ~ , a t' • 5 ~ i S r r r b.: rr ar~ wLah.. J ? s F ~ ~ ~ Q ~ ~L \ / r • 9Q.p` f` yi1~~ rL ' r aat• ` t ~i J ~ • ys~.. r r ~ ~"`a.'~. Y ~ • v T / ,a ' o ~r Ow LAND ~ ~ w ? , r°'••ST•S FF I ~ FT ~1:' O a r , ~ ~ S 9d~ ' o v,atr•, s J F ~sf! / It a 2a a ~
r vat ai S ,i ~ AG ~ ~ ~'`~~r r rw ~F~~~r~'A yJCy ~m >s;.r .a•sCyT"~. ycF ~0, c^ ~ -Y t F I i l . 74 e ti r S 3B r. prd
C x y a < ,r , r . ~ . a~ , J HC S ~ ~9. ~s`~ p~ d ~ °Rr~ ~~~,6,. • ~ s ~ NDLAN ~ ~ Sl, ~ 9 , , , / r' ~ S , . F pCK
o T ~ ~ y ~ ~ ~ ~ , a y d ~ d~ ~J T '7 6'~ ~ s <~F ! ;.~r k a,! a ~'r° yr .c~ 0 H .f ~ ST T q RJ ; ~ ~ ` ~ ; , UPS •r~: , yFs u, 96 ~ •~?'v 9~ ~ +mo G~ SEf B . ~ 38.3•.... I 5 ....a S
H / / ~ , T 0 T A ; , „ . ~ p ANp ~ .e . - ON tiF qT p q ~ T~ Vii.' v _ ~ "so z to .mw.r. tb F „r. J m ° ~ ~ e V 1 y~ / ® .o~°""•-~~: - .:ss o t y~ I ~ 1. ~ ~ / J - ~ - - ~ 1 s ~ ~ 5 i
. ~ F,o FN ' ~p U` ~ F ~ ` ~w~ ,..r. ~ r ~ 5 s' ~ ' • Ty ~ . FS ~ Q ~ ~ T,q 9Q r ,wr r . ae r,~ r • ~ ~ ~ a.... . ~ 4 ~ OFF o ~ ~ _ _ ~ N B - F~ t~ ~ ~ , ~ ~ ARIA ~ _ o ! 1+ - --?c- ; BAN o I p~{ 0 TOP ti c ~O~
~ , 0 ~ n , v RED , - 90 LF ~ 1 - SU ; , r 1 -FLO 1 •nnw ' 1 6 ~
/ F ~ , ~ : E / ~ 1 ~ yT 2 ~ ZON / I ~ s ~ ~ ~ IAN _ E , ~ .20X ! 14 GAUGE 1 • +6 ~ ~ ~ t.,,
~ ~ _ PAR ~ ~ , ~ R I / ! P Q v s (q F B ~ ~ ro ~ y ROM _ r~ ; ~ . A ; ~ ; 20'REAR SETBACK , 1 84 ~ A A F
~ ~ ~ F ,<<' a ~ ~ o y e, F 30 soy - ; z o 1 ' ~ . ~ 20.8 .a.~e~: 6~ 9 v,- p 1• ~ , 36.77 , _a.~-~.~ 79.72 y 9 s~,, ~ o R e z- , yp~n G 9 ~ 6 ~ '
y ONE ~ .4...~.. a 3 N F T 9 " A it I m - s~ . S J RIP ~ ~ , o of F p qA NK w , - , , ~5 yak , I I S ~ 101 ,
A ti0 F, 9 > > ~ ~F ` w°°° 82.59 1 ~ , . T , . TOP a~ F ~ ~ ~ I o ti ~Fs ROM ~,~m~-~ s ~ 1 F -d.~...,.. z • ~ . , . , ,...r.a. . ~ TC \ o,
x ? ~ . T 6, - , r0 ` \ ~ ..,..-<..;..~•o.....-- 377.2. ,.-w.~*""~.•+-, ti e _ F F ~ NB A N ~ 9~l ~ , sEreacx , PAR - 2 'REAR ,~i ~ d R t ~ti 0 e`
. ; . 5 NK C ti ~ ~ v y E ~ To ~ ~ w AR I _ RED ~ a~ ~
~ yes ~ '9~' I P ~ SU M 9 R a MA ! 0 ~ q ~1 ~ N I • T0~ ~ -~c 0 5 5 ROM ~ _ o F F ~ 0 ~ ~3 _ ~ ~ 0 ti c
` v ,rrrr+sr, ..r-.a: era-...,. ~ ; Q (jam ~ _ - v ~ . \ ti, , ~ v 3 ~ f ~ e ~ ~N ~ ~ ~ ~,C a / ~ I ~ ~ 5 ~ ~ v ~ ~ I C ~ ~
, ~ '•~t,.., 0. ,moo,. awe a.rn en 1 . ~il` F a - ~ 1 Y 1 ~ \ ~ ~ Est ~ j i ~ r ~ ~ ! - 1 n ~
~ - i ~ ~ ~ ~ O ~ ~ ~~T F r~ i ~ , ~ ? o ~ I ~ 9~ C' ~ e ~
~ ~ s ~ ~ ~ ~ ~ . • ~ ~ ~ ~ ~ v,. a,.....,.... b - - t •d~d , ~ V M^ _ , F _ ~ r~, , •H. ~`r+ w.~!? .'a'te. S ~ o I F - N ~ ~ ~ , ~ 1 ~ F e , N / \'o ae
~ . ~,.,M. r .,f..-~ ~ ~ R :1 ' \ 9 • r r ~ ~ sF ~ ~ A w v ~ o ! ~ ~L ,r`' R F 4 F T x ~ ? 4~ / V ! 0 "f D F B?, ~ I~ w ~ o tic s ~ ' s q PO ~ ,6 / ~ t TO I~1 s e~ F ~ q~ f ~ 1 ~ / s ~C a
~ V c. r • ~ " , vat r . it i • ~ l r / O r r ~.~~F r,r rae r~~ ~ sA 30 , 0 ~ A ~ ~ F' 0 t / 3 / S ~ ~ ~ S ~ ~ o ~P F ~ 0 0 / t / s ® 9 , v. ~ F ti
~ ~m ,3~`~.~ ,~F i? ~lf~ ~ Yr r • N,w" • rr aat• ~V r' ~~04 s'~ r ~ i aa, \ ~ ~ R'-~ ~.~..QG r•r• ANp .°r ' ~•atk r 0: x ~F .f`` f! ~ , ~ a, 1: r •M rat r;r'lae .,~,r 6 ~t,r ~ ~ ••,a ~ C t:` `J~. . ~F .f~ • r~ r ~ A2,TZ : t ~w r r. > t ~ ~ qy ~!ji~iF~+~ / ~ / ! , 1 ~ F r ~ q . e ti ~ V r' / ~ I~ ~ / \ ~ r g / \ F / ~ ~
a~ 4+~ ~ ',P~, !J, rr yR rr r ~ i ~ ~ Q~~• 1ry f • I 'S . . v ~ / PC~ o a. ~ V A ~ ~'I a/yQF ~"S 4`i;T'~S` r ; :M rvkw t '.,Q~ ? a 4 ~ R~; r • r ~ ~ ~ •6` ~ ~j~ ; J ~ ~ o 1 e / ~ e l / \ / e F / ~ ~ ~ 3L / ~ ~ ~ o
V " y, b, ~ w ~1f ~ , ~ ~r ~ L ~ ~'r at r ~ ~6 ~ ,iy ~r:~, h ~r r r ~ `C( 9f' f; _ ~i EP r z ~ ~ ; v ~ Cq ~a~ ` . r Qw ~ . , v+`` ~ ~r ~ :.~•rp,a'~ a a qs ',,'q .,k` ~ R r , ~ / \ O,o s , , ~•~,y s,~o r aANp r ; P ~;1t • r' ~ y . r bI F/~ 5•. 9~at / 2 / ~ ~ / , ~ a , B~ / / ~ s s f 8 RCP ~ ' f~ \ ~ ~a o B r o ®p / _ ® / _ _°Q F t / . ~ ~ ,o ,o .88z / / / ~ e
~ae:. a1 QQ a x:,•at F~FS ~r *r•~ `Y, C~c` •rr •at~ a • "•r«it ~JDyCT ~ ~'SV~~;r Sa"~ / A i ~:j } r _ ~ ! ,y • r,2` rrr, i~~18~ Mratr 'r • $ °~~r• a ~rt~JO Tyy ~ ~ / ~ / l ~a' ` , , r ae J . r r r r r of r; 0 . S+ r sT TL, 9 ' t . \ / ~ _ / ' / l / s~~a
\ a ~ ` be r ~,r•rat`,. a 'r.'. .~r'a~•rriM• rf K r ~1t2. .T 0 'J qT'•, jib ( 1 PG- / I~ J'.-: ~ `-vi. r'. •k • ,"Fj~ r • r • • r r6'i ry F qT A 9 d a ~ ~ Q A ~ ; \ ~ ~ . • F , r ae ~ o r ~ ~o ° S Q Jp 9p , ~ p ` `a\ ~ • r z a -a 1l..ui' a ~~AF yQ • r, ~ rr'~~ r~ 41~ 2 r •r% Fj0 F/1/ F / ' \ ~ / ~ J I ~ R/W s sF ~ ~F ~ r ~ ~ ~t+ ~ 6 _ F ~ F ~ / / \ 1 ~ s, I_ I ,ILL . , L,., lo~?F~p tc h+ a;, s~ 0 9 l~ --r • ~ 0~ ~ ~ F F 1.78 / oos~ / ~~h / / ~
'a ~ _ •r~r ~ ;r r0~~~'xn" .aey~~i Tye '??'~F ~ \ a~,5 / ~ m, \ '~a a, . ~ \\L , r A rt ; • v • v'~9F~+' rr . • r r s ~ r Nj a „rat '!F ~ ' A ~ ~•a z r . '=r ~ JO / r m ,MA~i •r rv y~.FT rr rat a'• °•1 •SFF9i ~ i ~ \ V•. r . A ANp •1t•y•r• Fy ,r:at ~ ..,f m r• r,r' S T ~ e I ' ~ D ~ s ~ _ o l J' F
r RS ( r .at ~ T rat z' ?z r ~ * .r 'S F i \ ~ \ ~ yAR oW:' a:ar r' r • Op t~~'a,.A !F r ~'P aQ •r'r TsS~.F ~ ~ r , , S A ,r y , > r • r ~ ~ ~ r a 4 , . Ir • r • SLOW lANO t ~ O..~k ~ ~ rat ~ J F T i i 1'ti ~ \ 1 ....o t ty b'i`t ` S ? q? ~ 7` 'S'h A t~r,F 106 ~ ~ C S , I r / / / ~ \
~ v w ~ i r r CL' 'c- ~ ~ ~ c'i'~ i~. a ~ • ,i~~ r r ~ r s~ Sr•r•F` ~ 4•z L'~ ~7 'r s •k ~~'s '7 V~ ! ~ I. / "•`A~ c ~ , a \ !i l r • •r 1t`, r r r. ,at•9J. .4 ."J • J Fs ~ y\ / / ~ .n~q-7 • ~ 109 - 5 ~ s ~ ~ ~ , 7 ~ .13 Q ~ / / / ~ REVISIONS
~ ` ri s ~,..,..,,,•~el`• rr ~~r • r •rV ~ sr • fQgiQ,. 5,, S • r,, ; ~ , ~ ~ / , / ~ . as ~ ~ _ j V r #k r s %r 9, .f>~, r". ; ~r \ c~: v~~ ~ l lC i o r ~ \ \ , , Ja O 133 Lf r~~ 56~ C J r h a\ \ .f ~ _ a ~ \ . , o ee a `i ~c,1 .erg SiS~ B PVC..., v' /0 / e•e ~ C. ~ ~a~~ F. na f .A _.W aW. e r u \ / / / / / i~ ~ ~9qo~ BY N0. DATE OESCR IPT I ON
\ ~ ~"a~' • ~ ~ r ~O~t~~°~• ~ 2~ }sr~',t" 'per' ~ ~ ~ / f , " ~ ~ A ~ ' 1 1 1 ~ 11`', v , Kf e _ N SANITARY,SEWER : °'~'w 5,54 24 23 W / on~v (1. „°1 d' Knr 137.20 (SANITARY).,_ Q e~'<>- . . f . 9..: ~ J ~ ~ SEWER ' ~sF~ i / ' ~9~ fc0~,~q` WCO 1 08/28/06 REVISE SEWER
V0 v. sF F~ V : , ~J p5~ yr, .r F 8 PVC SANI l' ~ 507• 1i l ' ~,P s ~9 yAbtF,p ~ eye ~g f y~ , g ti s s / ~j ~ ~ ~ tirTOF
~ , y p • ~ F ~ Q _ rF ~ --a ~ 10.58_ISA mow.,. ~,,r`~ ~y` ~ ~ /
~ UP( ~ ~ a~ ~ \ ii 9s ~ ~ ~ 1 ANa •v ~ ,86, ~ ,..1 < n ~ . w, Aa ~ b,~ wA,nw .rv - P ~ 6 / ~ ~ / ~o^ E
~ ~ ~+i 15 .c~ ti E4 as ~ ,v / R',~ .z,...."""...-- ~-PVC WATER MAIN s sFl~~g9os~ ~ ~ 1 pF,f, ? C s . ~ .-he .~w...+•4 Y'°'"r- b~ l?x,59` 2 i„16 •ad„ - • ~a • 78 At~~9 _ 1, 06~Cb ~ , / , 5 ~ ~ , 19 f 19 F r F ,:..~.~.s*. r s
' 0 9 s .r a q5 c y,~ ~ ~ w, m.~..>,,. 9 G is w ~ ~ ~ X69 vs ~ _ . , ~ qb tl, cF ' a :a, ~ <<. t ~ _ 9 ~E_ ~ 95.91 r yA tc9 , z _..~w..w__~ s ,a r ~ ~ ~
~ , a~ nl,,i S yon 9 x ,y ,31 ~ ~ i, ~ \ ~ ~ ~ ~ r 9b , ~ ,gv. BO ZO ~ , , J N N w_ e~~., ` .1.o tr9
\ e'~. 0 al ~x'? FF yo of . \ ~0~0 0 ~ ~ ' s~, i r~ 0 - - .°p :y OCR , . ~~o O?-. G ~ ..,A ~ S
. \ 0 5 ~ ~ x ~ ~ 6 e 1 mo N11'a ,,~G4 - t0, ~ c d ~ ~ ~n' o d9o, ~ 3
,.r^ u ~ ~ ~ ~ ` ~ ~..,.~F E ~ ~ DRAINAGE ,,v., z- ~?°a < ESMTI i'Y ~ 9S ~ ti A ~ g2 ,.i,~ _ ~ p ~ ,~a C_ PLAN VIEW -LOTS 1-20 AND 62-74
a BACK s4 N. ' ~ SET 9 ;r + 'SIDE 6F s' m 1 a c 9
y 3, O i t / 5 s F 9 F 9 ~ t a~ t~ ti i . I 'J , , ~ ~y cb .ly~~j•'fl D. ~ l'j .a~,. ~ ~ _ ~ yon / rF >'fqr
t ~ ~ _ ~ , o F a ~ r
~ a ° ~ ~v Sry ~ s ~ o //lF s 4 , \ w ~ ~ p /
3 - By F. s m s l ~ ~ s j ,,I r Q WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
r ~ ~ ,.z ~ I F ~ S ti , F t ~`~•~®~••~••e® ~ ~ Q~0 ~ OWNER KENNETH SMITK DESIGNED: WKM
\ \ o ~'~w`a,, ~ > 1 ± b 6~ IA ~ r ~ / cS s a ' , ~ ~ F O~ ~ 1 I F ti 5 ' ti/ ~ ~ 49.82 t S ~ ~ , a 0 I ~ ~ / s • ,
~ ~ • F e o ~ ~ ~ , ~ F ~ ~ F ~ ®s® ~ h / O, a 4 S L J • • o
a... , \ \ F~L r ~ \ ~ 9 tS T q9 o s F v~J~ ti \ w , O \ ~ . ~ ~ ~ \ . , e / / , / / il ~ ~ PE1 ~ ADDRESS 3815 EMMA CANNON ROAD DRAWN: JHT ~ AYDEN, NC 28513
~ A Fj. ~ 9 ` ~ ~'i 6q J 2 ~A ~ ` ~ ~ d v' I \ L , d d A ~ ~a 1 , ~ ~ s \ v J~,, 5 E ~ ~ 4, ~ '••FN ~~e PHONE PHONE [phone]'729 ~IH~:• QQ•Q`` APPROVED: WKM
h ' '990 / / 1. aOF ? l o~,,,®~~iM K® Mph`
' ~sr, l O ~ ,o CK ~ I I \ ; a! ~ n ~ t q SETBA
q 40` 20' 0' 40' SO' l~A1JPASS & ASSOCIATES DATE: Z/9/Ds
1645 EAST ARLINGTON BLVD., SUITE D GREENVILLE, N.C. 27658 SCALE: 1 50'
GRAPHIC SCALE 1"= 40' 1 WILLIAM K. MALPASS, P.E. 16823 [phone]
SHEET 4 OF 11
7 ~ - ed Branch, Church & Loftin (Winterville)Kenneth Smith 7Z6con• M•~dgn~p700_p 99~KP 76 Re y ~P dgn
_ _ _ _

'7
~ A
S't~~
t- '7 V
V
't A
5~~~
CLEAN OUT POND ~
AND FILL WITN ' SELECT BACKF
s
~ y~F~
e- t~t
~•V 7 ~P
5 ~{~{~{~j
QQQQ CLEAN OUT CLEAN OUT
/ -I DITCH 5 AND ilLL WITH ~s~ SELECT BACKF ILL DITCH'S ANO FILL WITH SELECT BACKFILL
ww.e ° '
SHEET 5 H T - SEE 5 H T SEE 5
A
't A
5~~~ .ry '
FFr u~ .
r _
s m
- a ~ : CLEAN OUT DITCH
. . AND FILL WITH ~ SELECT BACKFILL
y.. 2 '7
,t'~ ~ 1 y~~~ ~ ~ ~ _ _ . ~ a
~ S a
H E T 8

~
;S H
T 8
CLEAN OUT
syFF~ 4 ' 1 A ` AND FILL WITN SELECT BACKFILL
~.a` N
T 8
.e . r. ~ - . °w.®
ceo
~ e
p • a ~ t 2 h't
~ N. ,s 1 ' GLEAN OUT POND ,
r AND FILL WITN F . SELECT BACKfILt ~ .
~ ~ tJ~
R . d .e .e
1 r 'L/9 / 1, ~ "d ~1, ~ ~ _
n~
y ~ , ~ ~ - ~ ~ ~,r~
~ , , e \
r
- E; M.
J' - 9, W
ti _ ~r F CLEAN OUT DITCH s AND FILL WITH x t/1
~r 1 SELECT BACKFILL
r
e, t A ,r
i e, ~ _ a ~ 6 ~ At ``j ~ t CLEAN DUT DITCH ~j~ . ' AND FILL MITH
!-^:o„ SELECT BACKFILL z .-l
..,y~_ ~ < i °"`~.r~ r(
1 ®So...- y
9
1 I ~
I V'
44 2
c~ 1
t°' 8 l E T

_ e
S T
REVISIONS
BY N0. DATE DESCRIPTION
WCO 1 0$/28/06 REVISE SEWER
t t

,
H T SEE 5 H T SEE 5 H T SEE 5
SHEET INDEX MAP
`````~~luiiluuuliNl!/ll,,,,,~
\~o~~~N ~ARp Gi~O WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
Q~ : i OWNER KENNETH SMITH DESIGNED: WKM w • • e
a SEAL r • ® w~Oq..
PE1 ADDRESS 3815 EMMA CANNON ROAD DRAWN: JHT ~ AYDEN, NC 28513
~'•~.~N~p~~C~`°~•'~~` PHONE PHONE (252)'746-272 APPROVED: WKM
~j~~//qjn K. ~A~ ~~~~0`
! I!/ y l l l! I I !III 111 ~
1 1 100' 50' 0' 100' 200' MALPASS & ASSOCIATES DATE: 2/9/06
` 1645 EAST ARLINGTON BLVD., SUITE D GREENVILLE, N.C. 27858 scA~E: ~ ~ oo'
GRAPHIC SCALE 1"= 100' ~ WILLIAM K. MALPASS, P.E. 16823 [phone]
_ M~.. SHEET 3 OF 11
Maid n~p700_p799~P776 -Reedy Branch, Church & Loftin (W~nterville)Kenneth S~ith~p776conrdgn 9
Q°~?°?? pin 2/1C/2007
i _ _ _

C~r.
Y.y;~,.. .r...._.
~Gy / d ~ ~ ~ ~
r / U 0 ,,G,
f ~ t / f f
ry''-. 1 r jv.y , tn,.~.,,.~. j / ..*zi j ....,y~ / ~ ~
~ ~ma; ~ k~, ~
1I ~ , , . 1) STORMWATER WETLAND TO SERVE AS TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION. WHEN ALL UPLAND AREAS ARE STABILIZED - / f f 'v \ / ~ ~ ~ ~ ~ ,r, ~ ~ V SEED BED PREPARATION
f THE WETLAND WILL BE MUCKED OUT, THREE TO SIX INCHES OF TOPSOIL SHALL B SPR A E E D OVER WETLAND AREAS AND FINE GRADING TO f I ~ li
e DESIGN ELEVATIONS WILL BE COMPLETED. - \ f„ f V f f ~ •
~ ~ ~ r ,5 ~ ~ LIME .............................................................................2 TONS/AC.
e 27 VEGETATION SHALL NOT BE INSTALLED UNTIL ALL UPSTREAM AREAS ARE STABILIZED AND SEDIMENT HAS BEEN REMOVED FROM BASIN. , 0 7 ~ f ~~s, 10-10-20 1 X000 LBS./AC. 1 r 0_20_0 ---------------------------------------------------------------------500 LBS. /AC.
e ,
3l VEGETATION SHALL DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD WITHIN 200 MILES OF THE PROJECT SITE. , 0 / ~ f SCE STRAW MULCH 2 TONS/AC. (AFTER SEEDING)
/ ! / ~F J ASPHALT TACK 200 GAL. /TON
4) MARSH PLANTS SHALL BE INSTALLED IN MASSES OF 50-150 INDIVIDUAL OF TH S E SAME SPECIES APPROXIMATELY 24 ON CENTER. / OF MULCH
e 5) MARSH PLANTS, GRASSES AND FLOWERS SHALL BE GROWN IN CONTAINERS OF 4.5 CUBIC INCHES OR GREATER CAPACITY. SHRUBS SHALL BE GROWN IN f ~~l ~ ~ K ~ ~ ~ SEEDING MIXTURE
CONTAINERS OF 170 CUBIC INCHES OR GREATER CAPACITY {GALLONS). / e f ° ~ / v ~ f ~ 5 ~
/ f / W~ (FEBRURARY 1 -AUGUST 30)
6) THE WETLAND SHOULD BE DRAINED AT LEAST THREE DAYS PRIOR TO THE EXPECTED PLANTING DATES. ~ ' t / , °°~ti TALL FESCUE 50 LBS. /AC.
, , / / a~ ll I J ~t PENSACOLA BAH IAGRASS 10 LBS. /AC. KOREAN OR KOBE LESPEDEZA (SCARIFIED) 50 LBS. /AC.
7) MARSH PLANTING SHALL OCCUR BETWEEN MARCH 15 AND JULY 31. e e ,u,.
,a =a f • • • • • • . • • . ~ .~,v „~,..r.~ f ~ (MAY 1 -AUGUST 31 )
8) e ~ °°a~ LOW LAND SHRUBS SHALL BE INSTALLED IN MASSES OF 8 TO 25 INDIVIDUALS OF A SINGLE SPECIES. e ,,,M:w~•^~ ,f r' r ~ a , 1 TALL FESCUE 50 LBS. /AC.
9) LOW LAND GRASSES SHALL BE INSTALLED IN MASSES OF 50-150 INDIVIDUALS OF A SINGLE SPE IES. F R ARE TO BE RANDOMLY INTERSPERSED. ~ ' C LOWE S ;f ~ ~ ~ ~ ~ . ~ WEEPING LOVEGRASS 5 LBS./AC.
e o ~ / KOREAN OR KOBE LESPEDEZA (SCARIFIED) 50 LBS. /AC. BROWNTOP MILLET 25 LBS. /AC.
e 107 LOW LAND PLANTING CAN OCCUR ANYTIME OF YEAR, AS LONG AS THERE IS ADEQUATE SOIL MOISTURE. ~ , e..
/ 1 ' F i x ~ . o~~ ~ ~ ' w ~ ,v ,~I' ~1I k ~ ""yn: .x. w m R (SEPTEMBER 1 -JANUARY 31 )
- - / ~ ^a 11) CONTACT COASTAL PLAIN CONSERVATION NURSERY, INC. {252 482 5707) FOR FURTHER INFORMATION ON PLANT SELECTION, AVAILABILITY e~ , ~ ~ ~ ,v ~ u TALL FESCUE 60 LBS. /AC.
AND INSTALLATION, ~ ~ .r..,,, ~ ~,t,„~ ~A S.. y rl a~ d,i"~~J a"~ 4' 7 i/ ~ 7 ~.,.w>.,nn,. "~W~e~ ~ .,f y i KOREAN OR KOBE LESPEDEZA (UNSCAR I F I ED l 60 LBS. /AC. RYE (GRAIN) 25 LBS. /AC.
e / Y i ~ ~ a 11 Aa... a , r ~ • ~ ~ ~ y ,r ~ ` , ^ , Y
7 ~ ~e / / 1 / ~iG ~ ~
' `~J e / / , 7: Y. ~ P' l' J 4 ~y ~y ~ M ~,N" wa ~ m+e iy t i ~ 9 r~ ~JP~AND AREA SEEDING
/ • ' / LOW LAND (ELEV. 48.00 - 49.12) SURFACE AREA = 7,00'0 SF , ~ ABOVE ELEV. 49.00
/ / "P A~ 'Yh 2` ~ l ~ T ~ . ~ ~ ~ Y ~ T "P °.A ~ ~F ~ryb ~,F" 3A~ ~ ~~p .J' } „ ~ ~ ~ T
20/. SURFACE AREA = 1'400 SF ~ 1 400 ~ / _ 80/ SURFACE AREA 5,600 SF , i i ~6 a " 7 J rM '~h,, ~~'An. 4; ,a' .E oars .F ~ - ~ 1 ~ ~ ~1 ~I V ~ it 1 .J. 'R; tvp q, ~ .3'
350 SHRUBS ~ 48" O.C. (AVG) GRASSES & FLOWERS ~ 1 O.C. (A~ G) e e / ! . ~y s.N 3' 9
~ ; QTY COMMON NAME SCIENTIFIC NAME QTY COMMON NAME SCIENTIFIC NAME , / / i s' w. 1 ~ z° + ° v`~ "v
70 RED CHOKEBERRY ARONIA ARBUTIFOLIA 175 LONGHAIR SEDGE CAREX COMOSA a y r. S~ r! ~ of ~ P ~ ~ 'ha n~3' rf' ~,t s'' at^` h t of °h£ ~`a~ °"a, ,..z> Q~^' psF J,.~~ ~s
~ ~ ~ 70 BUTTONBUSH CEPHALANTHUS OCCIDENTALIS 115 BLUNT BROOM SEDGE GAREX TRIBULOIDES , ~ti: _ ~ r .'*y a° A~ T ~ '1 ~ ~ n~ i`0. w.w..o.
70 WAX MYRTLE MYRICA CERIFERA 115 BOG RUSH JUNCUS BIFLORUS ; p~ ~ f ~ yA ~ jd Y~ sY' a 1 ~ ~ I T ~ ~~1~ .,n,..~ ~ H _N` "t~ ;N`f ~ aaf' a1V a~ ~ t ~ ~ ~
e 70 STIFF DOGWOOD CORNUS FOEMINA 115 SHORTBEARD PLUMEGRASS SAGCHARUM BREVIBARBE , °t~ ~ tk ~ ~ ,R ~ ~ ~Y ~ ~ ~ _ , ~y ~ f ,r z ' . r , ,.~,.~u~~,~.~~~~ i
l 70 ELDERBERRY SAMBUCUS CANADENSIS 115 WOOLGRASS SCIRPUS CYPERINUS ~ ~ ~ a _ ~ / ; e 4 ~ ~ < ~ Y 5 i
350 175 TRUMPETWEED EUPATORIUM FISTULOSUM , ~ , yr ~ ~ ~ cif ~f ~ r. ~ I
e ,,z 115 ROSEMALLOW HIBISCUS COCCINEUS ~ ~ ~ , r~ ~ ~ ~ ~ ~ ~ ~ ~ ~ s r°
1 175 CARDINALFLOWER LOBELIA CARDINALiS , q9 ~ of a'1! yV ~ yY ,ir ~ ~ ~ J~ / ,
1,400 / ; ~ _y . ~ i o k 'J
i / 'i ,,R e/
- , HIGH MARSH (ELEV. 47.25 48.00) A; ~ d ~ ~ yY ,v ~ ~ mm4"~ ~ .F , ~ ~1 3' ry ~ ' /
SURFACE AREA = 3 310 SF ~ 828 PLANTS ~ 24" O.C. (AVG) / t " * i p- 4 E ~r ~ ~ ~w i? r ~ r i / /
QTY COMMON NAME SCIENTIFIC NAME SIZE ~ / " ~ ~ ~a s ~ ~ ,f ~ / / ~
~b, 115 COMMON RUSH JUNCUS EFFUSUS LARGE PLUG , Q ~ x s ~0 ' : n ! ~ SEDIMENT / ~
Q 110 DUCK POTATO SAGITTARIA LATIFOLIA LARGE PLUG DISPOSAL /
110 JOE PYE WEED EUPATORIUM FISTULOSUM TUBELING ~R;• ~V ail ~i( yU a ~ s' ~ , ~ y~ _y . , 200 SF) l
180 PICKEREL WEED PONTEDERIA CORDATA LARGE PLUG P ~ $ s 2'~ i3, '7 4. `way' ~ ~ ~ / {
133 ROSE MALLOW HIBISCUS MOSCHEUTUS TUBELING ~ ~ _ `i . ~ ~ ~ F '.1? 'y' d;' E.~ t i ~ ~ i t ~ a,T~ p ' ~ w~.~, ~ 3 ~r J ~ Y w. /
Y~ TOTAL 828 i$ ti s e ¢ 3 1 s " F p' t
e LOW MARSH (ELEV. 46.5 - 47.25) ' a1 ~~a.. r'~ ~ ~ d` ~a sr s` ai( f d` / Y e$
SURFACE AREA m 3 101 SF ~ 775 PLANTS ~ 24" O.C. (AVG) ~ x y : f , 4 `y p FES 4 /
QTY COMMON NAME SCIENTIFIC NAME SIZE ~ 3~ ~ ~ ~~„,„ms I fw ~ u~ t ~ J ~P . „ ~ - ~ ~ ~ ~ ~ ~ INV 48.60
- ; 130 WILD RICE ZIZANIA AOUATICA LARGE PLUG ~ i F k' r ~ ~ ~uf ~ ~ c err 'p*• ~ / ~S.
, r~.. ~i 130 WATER MILLET ZIZANiOPSI5 MILIACEA QUART no~~ a s pe ? 3' I 6 - f 0 ~
130 LIZARD TAIL SAURURUS CERNUUS LARGE PLUG L ~i . / ~ ~ s ~ h c y x
130 BLUE FLAG IRIS IRIS VIRGINICA LARGE PLUG r / ~ ~ X~;:, l~, f ~ ~ v1{ {`r ~'t ~ ~ £ vts ~^a~ ~ ~ ~ ~ FOREBA Y ~4 -
~ ~ r P a
153 SOFT STEM BULRUSH SCIRPUS VALIDUS LARGE PLUG s' i x d T~ r p t ti `h~ ~ i ~ RAPS ~ ~ ~ ~ 9~~~ ~ ~ ~ ~
100 BUR-REED SPARGAN I UM AMER I CANUM BARE ROOT ~ Y' Y 1~ ~.ry n .vim ~l / / ~ ~ ~ ~ F 1 ~ g~ ~ x :Y. d ~ ~
TOTAL 775 r` ~ f } F~
5 r 1: ~ ~ / / - ~ a °a.~ ~ . C ASS B RIP RAP (FES 4) ;~~E~IGTH.. , . , , ..22 FEET ~
n ~ t. O~ f/~~
~,~~~o f. ~a ~.~WIDTH AT PIPE...10.5 FEET ~
LOW LAND (ELEV. 48.00 - 48.97) SURFACE AREA 12,138 , ? r°'~~
20/ SURFACE AREA 2,338 SF 2,338 ~ 4 ~ / r' s ~ ~ ~ ~ ~ ~~~`W I DTH AT END ....25.5 FEET ~ ~
80% SURFACE AREA a 9,800 SF ~ ~ GRASSES & FLOWERS ~ 1' O.C. (AVG> 613 SHRUBS ~ 48 O.C. (AVG) o ' ~ ~ `°~~s~~ a`` S T 0 ~1 E D E P T N ...1.5 ~ 5 I ~1 C N E S
QTY COMMON NAME SCIENTIFIC NAME QTY GOMMON NAME SCIENTIFIC NAME , ti 4~~~, TONS......e.,...,....51
125 RED CHOKEBERRY ARONIA ARBUTIFOLIA 300 LONGHAIR SEDGE CAREX COMOSA ~ ~ .,~F~.~-.~T., ~ m .N t `il _ ~~w ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~
120 BUTTONBUSH CEPHALANTHUS OCCIDENTALIS 300 BLUNT BROOM SEDGE CAREX TRIBULOIDES ,b~ ri ~ : ~ ~ / v~ , .._m ~ ~ ~ , ~~.,,u A.. ~ , ~ ~ 9
130 WAX MYRTLE MYRICA CERIFERA 300 BOG RUSH JUNCUS BIFLORUS ~ ~ r / ~F ~ y
125 STIFF DOGWOOD CORNUS FOEMINA 300 SHORTBEARD PLUMEGRASS SACCHARUM BREVIBARBE F' c ~ / _ ~
113 ELDERBERRY SAMBUCUS CANADENSIS 300 WOOLGRASS SCIRPUS CYPERINUS / ~ s;
613 300 TRUMPETWEED EUPATORIUM FISTULOSUM ~ • f . r3 ~ , ~ ~I. ~ i r ~
300 ROSEMALLOW HIBISCUS COCCINEUS ~ ~ . ~1
n }
238 CARDINALFLOWER LOBELIA CARDINALIS . ,.y--=-~"` ~ ~ ~ ~ ~ M 5.
2, 338 e nV !i Ct'^ i~ e ~ V ~ ~ ~ ~ ~ x
~ ``V 4
HIGH MARSH (ELEV. 47.25 - 48.00) / ~ ~ ~ n ~ ~ s ® i C ....r' ~ ~ `l i
SURFACE AREA = 4,306 SF 1,077 PLANTS @ 24" O.C. (AVG) ~ of ,w
CODE QTY COMMON NAME SCIENTIFIC NAME SIZE • • • e ~ I~ i' , ~ ~ ~ ~ n y , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 4
175 COMMON RUSH JUNCOS EFFUSUS LARGE PLUG ~ ~ ~ ~ s ~ ~ ~ ~ ~ ~ ' ~'y i a
175 DUCK POTATO SAGITTARIA LATIFOLIA LARGE PLUG ° . ~ ~ ,~:r y
185 JOE PYE WEED EUPATORIUM FISTULOSUM TUBELING , h r ~ • • • • • • • • • e • • • • • • • ~,I o. r~ ~ vs ~ ; ~ s / ,,r` 1ETENTION WETLAND AREA 2q ~ 1
180 PICKEREL WEED PONTEDERIA CORDATA LARGE PLUG ~ ' , SIG + ~ .y ~ _ T POOL ELEVATION 48.OOr ~ ~ ~ 0 1
® e • • e e 185 ROSE MALLOW HIBISCUS MOSCNEUTUS TUBELING ~V ~ ~
177 ARROW ARUM PELTANDRA VIRGINIA LARGE PLUG ~ ~ ~6t D ~ A\
TOTAL 1, 077 ° ° ' • ' • J' ~ ~
LOW MARSH (ELEV. 46.5 - 47.25) v~-~-' ~y d _y d , ~ ~ Q . ,y , ui S 's
SURFACE AREA = 4,524 SF ~ 1,131 PLANTS @ 24" O.C. (AVG) y`. ~ 3 ~ d z.~., i ~ ~t n : ~,x i ~ '^i 4' ~,«,x O 2
CODE QTY COMMON NAME SCIENTIFIC NAME SIZE ° .,Q ~ ~ ~ ti Uf~. ,rr~~y„ - ~ LL
n ~y f ~ ~r o 0 9 ~ M,,~ ,{r of 2?r e..h-. nr.v ~r r` i 'W > ra M ~ ~ u
170 PICKEREL WEED PONTEDER I A CORDATA LARGE PLUG y ~ F ~ ~ ~~.w f~ ~u"Ia.
100 WATER MILLET ZIZANIOPSIS MILIACEA QUART 4 3 s 111
180 LIZARD TAIL SAURURUS CERNUUS LARGE PLUG / f 7 {
185 BLUE FLAG IRIS IRIS VIRGINICA LARGE PLUG ...---°''r+~~ „s ~ ~ ~ ~ / ~
165 SOFT STEM BULRUSH SCIRPUS UALIDUS LARGE PLUG `a ~ O ~ .3
165 WILD RICE ZIZANIA AQUATICA LARGE PLUG ti. ~ E ~ ~ ~(''Y ,y ~Y s~ r ~ ~F
166 BUR-REED SPARGANIUM AMERICANUM BARE ROOT ~ ~ ~ ~ ~ s x ~ ~ ~ ~ a _ ~ ~w, i ~ < ~ ~ f ~i ~ ~(r a
TOTAL 1,131 / ~ ~ n , y{
r` ? a ~ n _ X~
w^° ,y ~ ,,yY ~ ~V yV ~ ~ ~ ~ ~ tr.. ti ~ ~x., n~.~ _ ~U~
,r,,. :4 ~ , ~ w..a,. .,M ~e.. ~ma r
- \ . ~ .n 4bw ~ ~ ~ ~ H ~ ~ F.,., ~.r. ~ w, ~nw=/,µ~ ~ f•
r ~ w,._ , . ~a .N., ,~~._,w...,, ~w n~ ~ r~,.~,n,M.~m. ~ a . ~ . _ ~ u.~._..
~r w..® ~..i.
® ......r .r...... sr- °.nw°,..w. inn..
24" 24"
TOP OF GRATE 51.66- TOP OF GRATE 51.0'- - O ~ . ~ ® '
~
- - - - o
- ~e ~ _ _ ~ ,
-i ~ ~ `REVISIONS
_ - -i ~ m, 8Y N0. DATE DESCRIPTION
I 3 EA. 12" PVC - ~ 3 EA. 10" PVC - ` ........:,.......:.......<.o..~:., ,•_--do-_..~..._---°-°" WCO 1 08/28/06 REVISE SEWER JEM 2 10/13/06 WETLAND DETAILS
~--I INV 48.97 INV 49.12 J _ ~ PERMANENT POOL ELEV. 48.00 ~ PERMANENT POOL ELEV 48 00 ~ , . , ~ _ ~ ..i....~.~~...+. ~ ~ - , . ...i...-.-- ~ ~ JEM 3 01/25/07 WETLAND DETAILS
_ I - I 6" PVC ~ 7D1 RCP . ~ ~ 6" PVC 24"~ RCP JEM 4 02/16/07 WETLAND DETAILS
INV 48.00 - -iNY~T"9 INV 48.00 - (-it~47,9 ~o ~ ~ ,.....--~--..;.~:--tee ~ ,
6 CAP W/ 18" ° ~ ~ ~ 6 CAP W/ 18 ° ~ ~ ~ ;
1.75 DIA. HOLE r,•',1,.~, •a. 2.0 DIA. HOLE y.•;,.~-.;;• 'P• 0 i ° '
24 ~ ® ° 24 ° ° .............--.......Aee~
i° ° ° 0
tQES ~ DES , .r,
~~5 05l .1~,p ,~Lpt~ e- ' STORMWATER DETENTION POND
;1 ~E ;1 WE 3 3 . _ rea?~~awesem yes ? .~b~T
s .M,
' .ri. ~,e .u ~u~etiil~,~~///i
~~~~~N GAR WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
0~ 0 ,QQ~ OWNER KENNETH SMITH DESIGNED: wKM
ELEVATION VIEW ELEVATION VIEW
~ AYDEN, NC 28513
PE1 ADDRESS 3815 EMMA CANNON ROAD DRAWN: JHT
MAINTENANCE SCHEDULE ISEE OPERATION AND MAINTENANCE AGREEMENT fOR MORE DETAILS? :,.t, may, """~'n~'n~r~~'••FN PHONE PHONE [phone] ••••GIHE•.. ~?`~Q APPROVED: WKM
DESCRIPTION METNOD FREOIENCI' TILE DF TEAR ACTION %,~,,~iy IC. MPS ~~`o
CLEAR INLET/QUTLET OF TRASN BY HAND AFTER EVERY STORM EVENT C~ITINUSOUSLY REMOVE TRASN ~ ~4"xTMxu ~~lilll'~1111~~~11111 DATE: 2/9/06
STABILITY OF SLOPES VISUAL M~ITHIY MONTHLY RESEED CHECK SEDIMENT LEVEL VISUAL SEMI-ANNUALLY MARCH/SEPTEMBER REMOVE EXCESS 20' 10' d' 24' 40` MALPASS & ASS®CIATES
CHECK YEOETATItxJ VISUAL M~ITHLY MONTHLY REPAIRIREPLACE 1645 EAST ARLINGTON BLVD., SUITE D GREENVILLE, N.C. 27858 SCALE: 1 20'
GRAPHIC SCALE 1"= 20' WILLIAM K. MALPASS, P.E. isa23 [phone]
SHEET 2 OF 11
M~~d n 700_ ~99~f'776 -Reed Branch, Church & Loftin (Winterville)Kenneth Smith 776con,d n a.~.
9 ~P P y ~P 9
_ _ _ _ _ _ _ _ _ _ _ _

A
v e.- 1 ?
T w
w SITE
~A TOTAL AREA ....................48.8347 AC
4 y ~ 2 ZONING ..............................R-15
w goy BApN~N PARCELS ....................10508 & 70650
v 5535' TAX MAP ................4674.00 & 4674.14
W ,A ~ i13T b / ~ ~ ~ ~ LOT DATA
'~C 9 Y m, AH~H r^ u A 1 LOTS 17, 500 ®20 000 SF (240) ........18
~ ~ ~ ~ ~ ~ LOTS 20'000 -ABOVE (76%)............56
~ ~ l ~ sr ~ A r ~ ~c o; ~ ~ „G TOTAL LOTS (100'®)....® ...............74
~ ~ ~ ~ ti,~ LINEAL FEET IN STREETS...........4487 FT
r ~ / A AREA IN STREETS ..................6.86 AC
y ~ l l T11ptHY ~ ~ 3, AREA IN OPEN SPACES,
~ ~ s~, x RECREATION, ETC ..................5.35 AC
b v ~ r` , ~ ~d h, ' ~'it
61 , tx r„„` ~.d 3 ` ! xf J V . d"i .i.3 ,t.k i..f .e. i. ~3~ 'i~ <iv~:y iO:J V . m
` ~ y~~~ Q` -M`~: ' w
V,tn. .....~........m.....n 1~. ~3
/ a, i "~""n 1 ~ <v f
~ / ~ 1 = 2aoo 1 ~~F ~1 0~ ,
/ ~ a~ n
s `b, SHEET N0. SHEET TITLE
t ! ',iil .d d jyr ~d~ 1 OF 11 COVER SHEET
/ ~ , a n~'~ 2 OF 11 S TORMWA TER DE TENT ION POND
I ' ,fit \ f f ~ ~ O .A.___ _ ~ ~ ~ O /lr: ~ t~D. Q ~ o
F S' ~ / SJo 4i Q 3 3 OF 11 SHEET INDEX MAP
f \ O / n J. ~ ' ' aatrE srrt ~ ' F ~4r ~W 4 OF 11 PLAN VIEW -LOTS 1-20 AND 62-74
'~,y ' .-0 ~ . 5 OF 11 PLAN VIEW ~ 0 TS 21-62
~ ~ 8~, i a ! ~ ~ h~ ~ ~ S 6 OF 11 PLAN AND PRC~ILE WINDING MEADOWS LANE
;!l \4, ~ ~ \ ~ , ! c r ~ 22,060 Sf SIo 9 s l OF 11 PLAN AND PR~'y-~ILE STREAMSIDE LANE ~ BOULDER WAY
\ 6 Q 2 " ~~-T,.;. I j q a. ~ zesz9~sF ~ t ~ ~ s i S6./
~a~'xri ~ r \ ~ .d r \ ~ \ 1 ~ tea. \ f \ ~ ~ \ g• F s 1 ~ a •1 8 OF 11 PLAN AND PROFILE WHI TEWA TER WA Y
r a . \ o ~ i E,. ~ ~ i - j: ~ a _ s$ / - / / sa . 9 OF 11 APPROXIMATE FIELD DRAIN TILE LOCATION
~ \ ~ ~ f _ \ f i ! F a• ~ ~ ~ t ~ , I j / ~ d / , 10 OF 11 DRA INAGEo GRADING ~ PA VING DETAIL S
o 23d565f ~ ~ 7 x s. \ ~ h~ 11 OF 11 WA TER ~ SEWER DETAIL S
/ \ 6\., '3th ff.19'ISVIfTIR7 ' j" n, Y21+Sth f1.t91SVlf ~ ~ a 'r t . . s... ~.s ;
! \ . / ~ 3 lrar ;c' ti ~0,cx,. / .9 ".~-tt. , `;y~ , -5 `v tit ad `+~.r vh
t ~ m ~ ~ ` sacra ^ d k l . `
- " t 4' ` W - ~ Ntt 7 .wok ,1~ ~ ~ .~..w..,i
~,f 3:¢£,..,`k ~ 5..~add.,g .ii.~ ~ . 1~ ~ 20013 SF ~ y u j~ i7~r 9` ~ ~ .~e< CLEAN OUT PDND ~ ~
f ~ . ~ ' ~ \ ~ o•s~,os, AND FILL WITH l ~ ~ / EC ~ / ~ ~ 6 s ~a SEL T BACKFILL' f ~ LEGEND
..s v° a ~ ¢ r I6W£ e o~ a t. t ~ / ~
~ \ ; r, ~ .,r~ 10, ~f 1 ~ it ~r~1 a # ~u $ f ~O 0 a~ ~ f _ ~ ~ ~rnq a,« 30.316 SF~ B ' 5 k ,8 ~ ~ -o ~ CLR CENTERLINE OF ROAD
a ~ ° w / rw.'~ f r i , ~ C ~ EP EDGE OF PAVEMENT
~ 2 ~ + n ~k" I! ~l°~f90 $f Vie,. x'' f ~ , ~ s V ~~^~w.r ; 20+nr sF ~ , 7p/~ .~i: 'r' CLD CENTERLINE OF DITCH BBD BOTTOM BANK OF DITCH
O ~ / / YEI)E 5410 ~ ~..''m ~ t ~ iq]F A.SO z, ~ ,~b .l Muv w R r ~V A 4 'a~ aa~ ~ s ur saa b. ~ °e ,y> `iii . ~3' '.,A ~ , /f ~ / ~ • ~ ' .j' r.. f CLSW CENTERLINE OF SWALE
l,; \ ps~ ~ s?+rrta E tD , AID:' SMLf' is f Cr, ~.m d - ~ , 1 00o`,Q ,r 'l `d u EXISTING CONTOUR
i ~ ; u~ 1 - ,R~,_a~ ar \ RR 1, q 20156 5f uw a~ ~j[~-~ ~ 20+051 SF / D gYl lo' 1 , ,1. ti uit ro 17 P~ '~,'~z v. , f Q ~ ~ / ~ w ~ ~ Frsr ~ ~ ~w~ 66 PROPOSED CONTOUR
.~an , ~ ~ ~ as m r ~ f s ~ CLEAN OUT ~ ' 1~ ~ff N.D) db. ~ ~r a r' i ' f - . s nnr.n ;LEAN OUT ° FE FINISHED ELEVATION
Nna~ ~ ' ~ ' iron ' ~d~"~ \~''~:A _ DITCH`S ANDS MtN t1E ~ ~ 1L6WSF ~~d 1 a t,e ~ j FILL WITH ri ~ wxlt )ITCH'S ANDS DfAYSLp ~ ' / f 'ILL WITH ~ ~/Q SELECT BACKFILL ~ ~ / / ~ ~ : ' v INV INVERT CPP CORRUGATED PLASTIC PIPE
i1~ ! ;a ,ray a:..,,:~, 1 A e "r SELECT BACKFILL (may : ~ lmtmr 'r',~, ~.aisnttcrla Vr! ~ 1 , ~e ~ 2E+919 Sf ' I 1 f CMP CORRUGATED METAL PIPE
\Q„ t n.~i tom,, i 55.80 a \ i kDlo~ / ~ ~ n loam ~Dn ~Q '~'i,~~ Dr r ~ ~ ar~~iyyEyy a .~i~~ ~ ~ RCP REINFORCED CONCRETE PIPE
a p ~ e1x~ a 55.94` ~ > i ~,,1 ; ~ 17 o ~ ~-~Y~ ~ iMGE STYE ~ Q p~j ~ LF LINEAL FEET
~ ~ j ! ~ p ~.e ~Y w ~ EP ~ ~ ~ ~ Ada rr 55.66. ~ ~ d / / .5g. h e. FES FLARED END SECTION EXISTING WOODS LINE
~~'t. 56.52 ' \ - ~ ~ ~ 16 H ~ / o / - ~ 4'4 'M tie ~ Q - ~ + +;i/ e`'~ ~ ~ Q' ~ 1Q , f a L-D LIMITS OF DISTURBANCE
~ l ~ ~ ~ ~ u~ ~ / 20,M3 V V a' \ k 55.58 c. • \ a/ 20,M35F aJ~~. ~ ~;~Q~ ? ? ~ ~ ~ ,f f A SILT FENCING
'ti ~O ~ 74 ~ f ~ 1T~616 SF ~ aroir/ ~ aeyilh - ti` / ® 100-YR FLOOD BOUNDARY
S . ~ k .r ^ ~ ~ , ~f ; ~ 563 . Q` A ~i• ~ ~ ~ 55.90' ~ ' ` qtr,, \a~ ~a ~ ~ o, 1 1. -R i FLOODWAY BOUNDARY
- / ie / r 1 20+176 SG ~ i R RIPARIAN BUFFER - - - EASEMENTS
~y P ®t /d ~ 4 f / S 67° 37 12 E ~ ~r ~ i L CLEARING LIMITS
~c ~ ! 36, 20 l 9,~ / ~ / r ~d / K , o , / e tr WATER LINE GATE VALVE
,.q? Z' / 17,575 SF 99 \ ~ ' , ~ ti ~ ~ ~ ~ ~ 16.640 SF ~ ~ w,f. r ~ ~ / FIRE HYDRANT
l' ~ \ _.,S873433 ~w~ ~ ~ E 1OZ6.64 f : t '.11l.,?! ,u,.. !~i ~1 r ~ti t~ E n ~~3s ~'di k~r r915 SF ~ ~ ~ ~IlI.07' , - x Cr .,._r za.:..,, .y?: STONE CHECK DAM
>(T/~J l / ( \ aim ? ~ G' .s , f+ r c a o....o.®.. ~.~a,~r~lb ~6~ ;tit" ~ ~ r f ~ c. , 5„
V I ! ' t : \ 1 1~\ ~ 3` 16Ml0: \ \ _ \ \ SI9-0lrl f i \ W ~ H ~ fir. \ • , r. ..f .y, ' ~'-a ..'~A¢ _ , w,. w,.„ S Ol~oi„ 1. f . ~ ~z` a ~'v 'i: AFM,4'IDfQ a.. STONE CONSTRUCTION ENTRANCE (TYP. )
REGRADE EXISTING r ~ 172 ~ / a ® \ ..i ,.4,~ 17.515 Sf 11P. 20.003 SF \ ~ ~ t ~ ''s, ~ •`R~ ^RB/ w CLEAN OUT DITCH 1 I f . f /~f ,y, ~ AND FILL WITH I ~ - ~ /r ~ ? ~ SELECT BACKFILL ? ~ ....M., a`
ROADSIDE DITCH @ O.3OX ~ r t W~ ~ t n TO OBTAIN POSITIVE DRAINAGE f + C ' C~o ' ~ 5 ` ~ FOR THE 18 RCP .,\o ' ~ ~ / ~ ~ \ ~a,„ ~ + Q. ~ , .r ~o ~ ..,.•a, Q
DRIVEWAY PIPE ~ 1 I`, \ ~ ' y l ~ ~ ~ f eo ~ o a~ ~ 6 ? - ti ROCK INLET SEDIMENT TRAP (TYP, )
, e ~ t O ~ a x~ a Ri `a., I• 2o,ooosF 21,5605E ~ ~ ; t` ~ 0 , 21.526 ~ 1 ~ . ~ ~ , ,
/ ! \~1a r ~ ' ~ 0 \ Y~ r' \ \ 4 23.767 SF ~ ? ~
1 O a• Y`s' ~ 20.003 SF c 11.575 SF ~ ~ ~-lid \ ,EKE `.1 F FSMtF f~,ShP-OVN I ~ ~ 'Q.. y , / . tl ~ p
?.3 ~ nr. .:.A \ ~ !r ~ ~ 1 . l 25551 SF o~' 25s5t s"F'~ :r , . ak sr. ~ , ~ 8(~fER DISTt ; ~ANCf 1 ~ F„ ~ z NOTES c
! \ ~ f ' '"'4• \ , 58.03 \ au l , ~ ~ ~(ROAD? HATER NA/N? AlIG1 ELECTRIC CRIISSING-PN T1147 ~r~ .',~r~,ra ~ ~ ASE rm. F°• 28 , / ''t '3-' `SANITARY SENFR ~GIIN CR~SING-PHASE Qi~l, - ~ ~.a ~ . 4., ' Q , , - 11 AN APPROVED EROSION CONTROL PLAN WILL BE REQUIRED PRIOR TO CONSTRUCTION.
V A l / 'i ~ ~ , 0 ~ ~ ~ ,I o`~ , ~ ~ ,
~ werr+¢r i s'~0iiar'~a ! ~ 55.65 1P ~ I ~ ~ 1 9 22.636 sF °aarE ar, tiQ~'~O : ~ ~ ~ , ~ ~ ; 1.651 = ~ ~ , - ~ ° ..a,M, ~ ~ ~ r ~ F 2l PROVIDE A GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ALL SLOPES
~ ! ~ _ 15~,t.63 r uv a, ~ g F , J q n /o ~ ` w ~ i %IS ' WITHIN 21 CALENDAR DAYS FOLLOWING THE COMPLETION OF ANY PHASE OF GRADING, AND ON ALL DISTURBED AREAS WITHIN 21 CALENDAR DAYS FOR
sy i ~ 0 ! x.50 ' ~ `>arr~~. ~ \ \ ~ ~ ~i , ~ ~0 ~P? " ` F ~OR~ ti pa~ " ~s' , ° 1e1 wrD , ti 'o- ~ s i ~ 0 ` ~ ~ ~ya.1 x . 27 ~ / \ ` 20+112 SF BC „,y a , . ~ a , ALL CONSTRUCTION ACTIVITIES.
r ~ 56.17 \ ® 1P ~ ~ ~ 11's~ / ! \ V \ ~ ~ s tiQ FAO " `p~ 0 ~ 5~,~5 _ _ ~ fu.>os SF CLEAN OUT DITCH • ti ~ ~ ~ ~ / / AND FILL WITH „fir ~ ~mnt o~ i Q ~ s. ~ q~~, ~ 1 >a _ „~„~a ~ t u ~ / / SELECT BACKFILL 9 3) CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL
r ~ ~ ~ b ~ IS / DEVICES ON A WEEKLY BASIS AND AFTER EACH RUNOFF PRODUCING EVENT.
Al>u~mr,, d Y ~ ! o ~ ` FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN ISSUANCE DF A STOPWORK ORDER OR CIVIL PENALTIES UP TO
"l O ~ t ~s 20+026 Sf \ n~ q` ^m \ ~ ~a / / ~ 3 r .+.r.., ~`~0~r" % - . /leas ~ ~ i $ ~ ~ ® , ~ I ,f.,<• ~ n J~ tf~ .w, , $5000.00 PER DAY OF VIOLATION.
r, , r 89 : , ` ~ ~/t1pSf 3 ~ q S19'ORp~ 1 ~ 16x163 SF ~ ,i~ , 4' Diet ~+n o 42 F 4l THE PITT COUNTY ENGINEERING DEPARTMENT RESERVES THE RIGHT TO REQUIRE
3 20,060 SF ~ ~ ~~W ~ r~_ . y /r ~ ~ 4 . , G / . r¢ r. ~ 2ort39 Sf ~ A.~ ~y QI ~ N1~ , s ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
~ti~' ~ ~,.r ~ ~ - . , / red ~yo , ' v p t 60~ SF \ \b, /,sd$ ` y'~~ ~ / ~ fir. / /".;1t9ter~'-'+, tror ~ ~ r , tF' i ~ . snlrra o-rh ? Jane' ~ ~ - ~ g
i \'~'~or ~ 20,307 ~ / ~ \ f J ~ \ ,p , , 5. ~ / : . Yltl 1ST / .J Ty r ~P' o~ 'F F 5l ELECTRICITY PROVIDED BY TOWN OF WINTERVILLE. ALL UTILITY LINES WILL BE UNDERGROUND.
. ~ `CLEAN OUT POND ~ ~ . r s~~, - ~ / ~ .
, ~ ~0 , AND FILL WITH ~ sarP / ~ aAmi ro HiP RAPIFESsF,,, , / P~'~. , SELECT BACKF ILL ~ ? 'rn• r~mr / ~ ~ ^ \ ~ ~ ~ E~ ~ ~ ~ 41 ~ ~ / •nr. Q rN 1b7I6 5F i : a • ~ N ! i" 67 WATER AND SANITARY SEWER SERVICE BY THE TOWN OF WINTERVILLE.
-1F]gIN ..ti FEET ti - Q O, v r . i ~ , np~ A7 PIPE..ao,5 PEEP.:. \ fir. • i' Qti ~ 0 ~ ' ~ '~,e ! 1 .:.:gDlll AT E10....25•i ~,rr r ~ ~ t~ ~ 1 / iFP1H.,.t S73 IMSCkS / O O ® \ - ~ ' ~ acn ~ / ~ % • ir'~ tE,sEt sF - s JLJJ x. ~ r~. . ~ .1er~vs.a~ ~ / ~`t.4 /:r 1I UTILITY EASEMENTS ARE 5'EACH SIDE OF THE WATER MAIN, INCLUDING METERS AND FIRE HYDRANTS.
.iSr .}~a r •rrs r 'b.; ~ ' '~O 20,158 $f r ~v T t`~ l rd ~ ; N~l°:/I... •eel`.-1 - a-. 1r; 57 ~ ~'e ' wa*""" r 1 ~,f>..~`~~ j \ , _ _ y~,, ,~a
r ~IEAT® (C1FXflIN IE7IAID:1 y a~e e o ~ '"r ~ T A R~.ra~~ 1 1j Wf10 1 ~.~.FLfYAIff!~[~ ? '1f? ?}y~~,/(~.1` % ~ ~ o'.. 7-. _ ? '1 ~1•10 Ol. _ 4 / 1 ~ I 4 \ t/ ~ w ~ r / i ~ ~s ~ M'Y' m.e @ ~ .cur '.C/ / Q 1 ~ ~Y'fla~ r 4 , w~,r^ M • .eo s• ~ .rR*• .r ~ 'Pt a~1! r,,a~ / O ~~,y ` s j~ i f ~S~i'l r ~ t:. ~i \ \f 't r , ,5,. k x O O R 87 TOPOGRAPHIC SURVEY PROVIDED BY PARKER AND ASSOCIATES LAND SURVEYING.
rl. Q>P/ tY r ~ . • to ,lr, , i ~ 'e . 5. \ O i d g 19.656 SF e ~ 9 r, P r P \ ` 1 a 4~•, f 17,89^! Sf \ \ c'' / / k, - ~ 9I THE TOWN OF WINTERVILLE REQUIRES TNAT A MINIMUM 5'DRAINAGE/UTILITY EASEMENT BE GIVEN ALONG ALL FRONT+ SIDE AND REAR PROPERTY LINES.
• e ~ 4 '•~1 • ~ w • /~°~T° Q~' ~.tO~~ 0 i t i i 1s~l;v,,I 'o!• • ~i ~ .;~V 1 ~ ~ ~
' ~ , i r •ji+: X~. • n~ ~1 ` ~ o> r~ , ~ i ' "sue` t1 i ~ i _ ~ , ~ . ~c, a+ . ~ ~ ~ , d ~ f r ~ ~ , 11I CONTRACTOR MUST NOTIFY ULOCO AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO THE START OF ANY EXCAVATING ACTIVITIES.
d ~ ,4 •t ~ Q, ~..J ~ r.ti°5P1 t a;. _:!~!!i M~ ~ . . ~ ~ • ~ ~aNOr a~ ~ ' , , , p- ~a~' / ~ `*r t~ 2o•aoo sF~~ D ~ . 52 nmm ~ t , w
• ~ r ^~O ~ i -rs / r ~ '^.r 7 • ~~4 ~ sltr o y ~ ~ 1.~ ' ; , 4RYlff ..i d t I lr a 'M~.. F~ / ~ / " ' 10~ "P e f r red mltxwz •3+ir ~ ~ / ~ ~ ~ i~" *1'k1 `7i ` ~ ~ • ~ ~ ~ A 12I STORMWATER DETENTION IS REQUIRED FOR ALL LOTS AND IS PLANNED FOR THE SITE ON THE SOUTHWESTERN PORTION OF THE PROJECT.
11 d ~ / / ~ ~ ~ ear -AAUP1. ~ rq`,~Ps i - ~ '"~m~~ ~n, n,55I sF , 'a b x tt•sso sF ~ ~ ~ ~ c \ e ~ Ls1 / 38 •,t . .lento c? ~ as n.rJ 2o•t955F i / 13l ALL UTILITIES SHALL BE UNDERGROUND.
z5 n / { ~ - •t • aass '8•~RW R!?1PE5 a~•+R ~ ~ ~ O • . rr ` ~ENGiX~. ..iZ FEET ~q p P I 1', nlN arlF1 `,,~yy,~~ o i"~ ~iI51N AT PIPE...10.5 FEET' ~ +r` '?°a.. ~iRi? rF ' 4Y ..~J~' F' / • r t . tlitH AT E10....35.5 t7ET.: ,j'..n y c J~ \ CLEAN OUT DITCH ~ ~ rJin~nii:a~o / ~ /'fit°/ a • " , ,r / \ \ . ~ AND FIII W[TH ~ ' axr~ ~ ~ EL F w 1 J ' / / ~ - t ~
~ ~E t27All fAE~'r il~ ' i.. -~ii • I ~~J a y, ~ C1> - ~•SIOE OEPIN L57S 01pFS -rn O . a rae..,... t I' i ; u A S ECT BACK, ILL y , . 1 % / ~ ~ • ~i "1
e ' ~ .w~ ' t ~ ~a ~ 20,495 Sf ,¢av ,,,,r i ~ r : .i E / _ tron /
e~ N:; ; anss •e~ RIP RdPiFFS i~ ~ '9 d~' e', ~ ° , w. 20efl4 Sf \ ^ rrJ 10 / ~ ~i r ~ 38 / ,e`~ / O';., / /
+ . l! d' e + +'~""'Yt Adi PIPE. i fEEi / N4 A• i ~ ® .\e ~ Q.ICt R" AIP P1PiFE5 81'Y"` MNTfI AT t7p....i FEEF ~ ! Qi J„w..+ . t rRip.. ® .,r ? STOAE icRiN...1.1~ IR !VI .>r . ~ • r • • i ffi° e..,B e / ~ mare.. ..n FEEL ma.. ..s.,/ 33+? ~i' !a~, ~ r7t r~r' iero "AIDiN Ai P[PE.....7.0 FFFT ~~.i A~ , ~ i . / / \q ~ ~ ~ ~ ~ CLEAN WT 03TCH / ~ ~ ,yr• / - 46 ` ~ ~ taNO r'uL wITN / / i- /,p .
`ee ~ae? ~ iIGIR AT EI11......7.5 FEET ....r'`•. , C y , ty . f ®`i AE1'1800 Ad7Q~?IN ~D FiA t~~ ~ (i ~ ~ c~ ~ d sraE aEPiR...t 1a INpES I'. T~•"• ~ ~ v • « ~ a , a , ® .'mot ' rm.~ .T. ~ an•~ _,.aw~"` .`s ® 91 if s ° e 9 °0 " / Zf,? ~ I? O • c~• 47 SELECT BACKFILI / ~ / / / 'b. \ • 29422 5F rtr,ax~, ~ O 1 c',Y / /
~x _ _ , / ` ara ~r ~ , Pd sup 64 ~.1 ~~k ~ ~ / r~ W , 27.55E ~ ~ i~x~_ , a em ~ ~ ~e~°Q ~Jnr ~ / / \ 92 x ~
_ _ , ~c .4 ~ C._,-'- $1I G CANAL , snr nwxa o . ~ N ZONE 2 J ~ , +~+r 4 ~ 2td38 ~ W a i A RIPARIA .ter r:x / / ~ r~ _ 'FROM TOP OF BANK \ n ~ snavr i ~ ~ _ / 97 ~ . JY .piyrg
• 55 30 ~ 1E ~ Y BI~fER DISTt~Biil~E " ...INSTAtIATItW p~ NETLAh~ WTfALL9 ~ . " 2o,2e1 sE ' `-50 ' ^ • . ~ 0 ~ ~
N 'e 991 ...>m a..~. • ~rASw a>~a c _ 0 S9, ~ ~ ~ : >o ~a,.~~.r .n.r.•rc. .,i„.~m. ..i S ~ :1b~510F.'`s.°° ~ p..0 $ / ~ / ~ a Y ~ , . ~ 1 ~ y u ~i .:u !0;y \ 0I0 1! ~ . 'V7 r ~ / / / tlil6\,~ t • , "io.s. .1N. ~ J o .lQn '+r3Aplk' Jl. ~ 51 / 4 ~j_ ~
~F ~ d ' F _ _ RIPARIAN ZONE GE ESMT ' ' AINA a .~J «.,4• rrrvaaa ~ ~ r/ / s1. j. , 1 , < ~ , --30~i7M-~0~•-4D DR a w 221 ~y . .~..'v,...,,:._....rf.. ,..r . - : ,.N iw w, 4. r ~ .^!01.11' QQ
. ~ . _ . _ 6 40 36 W ~ E - r, 14E ~ / / „ 1r. e ~ o ,RIP . Z3 "W o ~ ~ . 6 40 36 W 14 . ~ q~;~~~" su ~ ' ~o aRrq 23 BB
1 - - ~ ~TING CANAL .,,,,,;;,.:.wb• lOP ~VF f 6 . 'mrY~o$F 6Yt,/!' . _ _ .
.r ° 56 58 W 594.69 r;~."~'•'""~.'r,r.,• ,.w.•rs.r s"" . 1 ,,..:r ..r++• } S~ ~r' ~Rac. j~ ~ \ \ ~ 4~ ar ,...sc ` .,rr.,r' L i¢ / ara N"
.,.+..,....i+r ~ , t '~ti,. ~ ~y~, gc ^t,...O ~ ~4r ~ ~ f ~•e~jy ~ ~ " 50.45E Sf ~ ! e ~ ,m' \ t lR ! 1 ~ o.. / ~
d I --°m o q ~ , t F.. ,,o,, ~ NB
1 ~ ~ \ . Op Fq , ~ , , w,. F ~ t ~ H eq s4
„ , ~-~~.P `'~3. ,..r,: H O ~ J f 6 . ~s° k 26.4385E , t ,''e Og ~ :170 13;, ~ R
,gym. 1 ? • ~ ! 2 Rq j . rq ~ R
d s ~ srr ~ , Fs r , t i ~ ~ ~
'G
d t t t ; , 6I ~ qy''k~'; t r 0 ; w r~l I
1 d I~ ,1 t I 92, ~4, REVISIONS
t ~ ~ ; . ` ( BY N0. DATE DESCRIPTION
•R i d ~ ~ f F RIgN a.;,.. t 0 R ® ' WCO 1 08/28/06 REVISE SEWER
F ; i i ~ t f ~ r UFF ~ ~ OP ~ Fq k N 6 , ,may;, ~ 1 F 9 JEM 2 10/13/06 WETLAND DETAILS JEM 3 01/25/07 WBJIf'~i~hD~T~I'I~.S
. r ~ . v M,ti." JEM 4 02/16/07 WBNID~~.S
, ....•._.w.,.. d d v 'h o t ~ .,N ; ~ t , ~ 813g~,!
i ! . ~ g `1 1 9 w" , ~ 13.46 -~~r.
:i"e f a, ~ t ~ ~x•" : t , yam, ,.w~~,o-
1 d f ~ , a..,, i
i ! ~ 4... ~ b. _ .K ' i , TI .i ~ ' t
a
' k t e COVER SHEET
1 1 _ t d t , I '
r2. ~ a P i ~r
1 , Y t ` ti r
1 ~''a i ~ 1 . J ~ 1 r~~~~~~ ~~~~~~~~a~~uufiiiiEUUU~~~~~~
5r 60' R/W ~p~~~~N ~ARQ ~ii~ WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
i 1 k 4
14' 32'B/B 9' 5' SIDEWALK Q~ ~ ~ OWNER KENNETH SMITH DESIGNED: WKM
2rr PAVING SECTION TO BE PER DETERMINED BY CBR TEST 3~,r 1 FT. \ 4 1 FT. i,4 PER 1 FT. SLOPE 4 PER ° SEAL ADDRESS 3815 EMMA CANNON ROAD
2.r #PE1 DRAWN: JHT
7 3'- 6"x 4" CABC UNDER CURB ' ~~°'••~N PHONE PHONN, NC 28513 ,~~~.,,,GIN~. QQ.`~~ E (252) 748 2'729 APPROVED: WKM
24"STANDARD CURB & GUTTER ~,,,~qiy K, Mp,`
} tCITY STANOARD 35.251 ~~~~lf~H~INN~~~it, DATE : 2 /9 /06
1( 100' 50' 0' 100' 200' MALPASS & ASSOCIATES
i 1645 EAST ARLINGTON BLVD., SUITE D GREENVILLE, N.C. 2'7858 scAtE: 1 100'
GRAPHIC SCALE 1"= 100' WILLIAM K. MALPASS, P.E. 16823 (252) 756-1'780
SHEET 1 OF it
- d r h, Church & i_oftin (Winterville)Kenneth Smith 776con,d n M•~dgn~p700_p799~P~76 Ree y B anc ~p g