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Nd. DATE REVISION AES REWSIQN DESCRIP77ON BY

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STANOARp METER 8pX
METER BOX, SEE PAVEMENT (SEE 1125} D If ~
STANDARD U-25 , t/4"
OR TOP OF METER NEEDS TO $E ~ s/4'
PHASE LINE STANDARD MANHOLE W~IIN 6" OF SURFACE FlNfSEtED ~AOE
RQADWAY ' ~ COVER TO BE USET) . ' TOP OF METER NEEDS TO SEE DETAIL _SIDE VIEW. IN PAVEMENT BE WITId1N 8 OF SURFACE. U-45. f /
5, ~A t " 4 ~ i/z•
' ° DUAL CHECK VALVE LOCKABLE BACKFLOW PREVENTION SIDE VIEW tlNPAVE
VALVE ENO TO BE CAPPED D 24" DEVICE SEE DETAIL U-24. WITH BOLT ON PLUG CAP a A "
GROUND LINE ~ , ~ 55"' , 3" ~ 67 STONE 6" ';v''{~~~1';'vt' OR D ~ 4 5 I/4"
4'-O" MIN, TYP, CONCR 9r;5~i5~}N~,$ & ~ i CRIMP WATER SERVICE ~ S{y y PHASE LINE BACK Ll, TAMPED N 6 LIFTS AT PROPERTY llNE ;rff 5t,~; { " " ao I/s" SECTION Q-Q "A" A ' REINFORCED PRECAST
+45' ' iii} 55 !n. ; :'.{{ll~r{{{~1 {i};1t71,5{{!ft''rl' ~t S5 5 1$" CoNCRE~ sox osz 4" CONCRETE BLOCK
.wSFr'''riif;V,' Nv% ilir'l.~u c o P'r ;~;}~4 {'!"1715; ~.1 . ~'~$~V1M , iY5 .1R X55{';.~ },'f ...i' 1.1. {r rvr .,{9{ ~ ~~i5r'~,1,~Y,.;rjY1 iii ( 5ET 80X ON 2"x 4" CONCRETE BRICKS. };~;~it;~}r 24"
. Y' ~}?}vi~~~' ~ ~ 5iiirr}}r Jr Y! MEtER
;1 ;'rr{tr'~r 3J4"x12" COPPER SETTER METER YOKE „rf~~{j',~'{ Y}55'9
'~°,1 » UNDISTURBED 541E 145'+r{ifX~ 1 TYPE K SOFT h}i}}};'1~{, COPPER PIPE 5r1N'#r, 5+~ yS~ijV~1~}~1 f 8" 'a COMPACTED BACKh~tt POO
NO JOINTS OR COUPLINGS 1};lk,~{~5515r 87 5TONI CORPORATION CQCK f0.0' papa ~ 67 5TONE MINIMUM AVERAGEWEIGHT
ao ,614~'~ o°~° FRAMEJOI~B. 1~. COVER 20lbs. STONE ` ~ ~ .w,,..,.,........~.......... 0
CONCRETE BRICK UNDER CORPORATION apooo `G COCK FAR SUPPORT 1.) WATER METl:Ji AS MANUFACTURED BY s o 0 ppp°p° NEPTUNE T-1O DISK METER IN ACCORDANCE 6»..B» sopagppppopp .y
WTTH PART SEVEN, !t, I qF THE X67 STONE MATERWL SPECIFTCATTON FOR WATER. BLOW OFF VALVE 2"x4' CONCRETE BRICK ASTM A-48-60 CL 30 MIN. E" c.~
2.) MAXIMUM DIRECTION TAP 51ZE ARE INDICATED iN PART NINE, II, H. SEE STANDARD DETAILS STANDARD 3/4" OR 1" 5ERVlGE SIZE - ~ 1/2" Au r~rnNa ac vuv'Fs ~ ,I ri3 BE MECHANICAL JOINT
3.) METER BOX TO BE LOCATED IN R/W JUST U--9 3c U-10 FOR THRUST BLOCK gUTSIDE PROPERTY LINE. INFORMATION. / aR . BYPASS TQ BE ROOQED Fl30M TEE To
4.) WHEN THE GRADE CHANGES, A COPPER RESETTER CAN BE U5E0 TO ADJUST TO PROPER NOTE: THE 6ACKFLOW PR~.YENTER LOCATION IS DEPENDENT ON THE TYPE DEVICE A PROPOSED FOR USE AS FOLLOWS: METER 60X DIMENSIONS & INFORMATION 00
GRADE, 5.) ALL BRASS FITTINGS TO BE MANUFACTURED BY FORD. WATER " 7Y{~ pPENiNG A• uEtFR BOX FRAME LOCATION DEVICE NOTES ~
YOKES SHALL BE 3/4" VHH-72-12W-•41'-33G MAIN SIZE END PIPE SIZE CORPORATION STOPS SHAL1. BE FB1400-4G FQR 1" SERVICE METER 9 3/4 "A" FORD DUAL CHECK 3"-t• NEt "JO 3/4"x 40 9 t C,B.-SO-E
(VHH-~'Z2~-12W-4S~-33G FOR 3/4"j MAY NEED ADD~IONAI. 7/B" s-t• ntr~l s w ~wwa s~zA1N~ ~o a t'x Ea s ce.-so-s Hw74-92 W-$I-44G FOR t BACKFLOW PREVENTION 4• r¢ LAF4ER COM ~ 42• 1»C.B.-SO-B 6" . ~ ~ DEVICES lF USED NO MORE 8•d~ LARGER tURBINE W AwMA 5tRAINER 3O 3 4'x 59 S 42" 1-CB.-SO-B s"
„ 4"~-12" SAME DIAMETER AS MNN STANDARD DOUBLE 3/4 WATER SERVICE INSTALLATION THAN TWO RESIDENTIAL, UNpS. ~
16" ~ " t9 I/4" SECTION B-B 0U
24" do GREATER APPROVED BY PUBLIC UTTLTtIES pEPT,
Cd Z
5 3/4" 5 3/4"
R ~~X ~ T ~ I L 17 1/4" NO SCALE 0000
SECTION A - A 4 i~ v ~n
SINGLE BLOW QEF SINGLE FAMILY, RLSIDENTIAL, NEW CONSTRUGTIQN, BACKFLOW PREVENTIQN WATER METER BOX DEE'AIL ~40, ~
SCREW TYPE
VALVE BOX SEE DETAiI
PAVEMENT ~ ~ ~ ' ~ GRADE P
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' VALVE ':,:::::,s .,Y~.,.
BOX : RIGHT OF WAY :'r,:':::.~:'r~:'::' WAY
~'r',~'rr;ri:':,,, 36 MiN
' " PAVEMENT---~--'-'~' :NT coNCR~r~ PosT PER . FRANKLIN CQUNTY
5 r..:;:,:,;,; . SPECIFfCA3lONS
VALVE BOX NOT TO ~ CONTACT A VALVE ~ z w TER . M
1 MAIN NOR VALVE MARKER ¢ u V
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TAMPER BACKFILL ~ :111',,.. 11.. e.a„II,.Ia. Y,. 1.,.... 11, Lv ,,,;:::::::'r':;'s:i.:''ri'r:, i.. d GA`1~ VALVE W/BQX & U/BQX &
" . ONCRETE COLLAR , , , , , , METER AT R W LINE LLAR
Nor To SCALE
MAIN VALVE MAIN RIGHT OF WAY
Mtn Q)
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WYE ~..v. STORM Os~AlI~AC _ p1TCl~ I.~NE
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TE MAIN ;rr; :,,.,..YY,,,,,,... to 00
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PAVEMENT (D 0
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~ FILL CQVER CUT
~ SECTION INSTALL "BLUE BALL N L "BLUE BALL" 5EC110N
MAGNETIC LQCA701 m m iqQ lNTERVAL~ VETtC LQCATOR Iqp' INTERVALS ? WATER MAIN
~ 12"-18" B~,.qW GRAD' ~ Wl7H 14 GAUGI B~,.OW GRAgE MlTH 14 GAUGE
~ TRACER V~RI ro TRACER V~RE
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N0. DATA' RE41510N pESCRIP110 5/ON DESCRIP7 ON ~ BY
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BUTTERFLY VALVE STANDARD THRUST BLOCK NCW CONC. TO BE 3400 PSI CUT ik REMOVE PRDPERTt' i
EX15T1NG PAVEMENT, 1" Dla SMOaTW 8AR uNE
BORE i 1/$" atA,1'-o" ~ ~ ~ 1'""6" 9' ON CENTER ALONG CUT MINIMUM 24" HORIZONTAL CLEARANCE FROM ANY OBJECT.
, ' ,r EXIST. CONC. I TYP, FINISHED RARE
„ _ r1 ,
F .rr r ~ r .d r, 1 r ~ , , . R r~~t\t FINISHED GRME FiRE HYDRANT, PUMPER NOZZLE TO BE PERPENDiCUTAR TO STREET.
r.r e 1 ~ } " ( v ~ 2 i METAiLIC LOCATOR TAPE lr! 404
' ~ ,'1, r r ~ EXPANS1aN JaINT MATERIAL ' AND , FiNAL BACKFlLL SHAIt, BE INSTALLED FqR ALL PVC WATER MAINS 18"
6" P ~ MA51TC SEALANT AS E COM ACTEp r ~ R QUIREa Na. 67 STONE BY THE N,C,a.07. STANDARD SPECS. BELOW F3NiSHED GRADE. a *Poo
m 5.0' t O.O' 10.0' FINAL BACKFILL ~ FLANGE MUST BE tir1l
~ . ABgVE GRADE.
KFt T P UNDISTURBED SOIL BAC LL, AM Ea THRU T B " ~ S LACKING AT VALVES IN 6 LAYERS. ~ ' kN', , GuRB ~ ` Y ' ~ GUTTER t
T6" AND LARD ER Y PIPE a, SIDEWALK 2`- " MAX B" s ` ~ UNDISTURBED SOIL ,fi„9~~isvr ~i~'tvti}w~1;~,;,:~ri~ ' ''"^'+R. ~.t:~ 'i
i6"MAIN-1 TTiRUST BLOCK REQUIRED GREATER TWAN 16" MIUN - 2 THRUST ~ 1, SEE CITY aF RHLEtGW STANDARaS BLOCKS REQUIREa. tl } UNDISTURBED SgIL ' PAVEMENT INITIAL BACKFiLL ~ ~ ~ ~ Ni'l'.
r~ r FOR TRENCWES AND PIPE BEADING FQR AaamoNAL aETalts. 'L 2..q ~'}t"., Ora " WMA
SEE U•-3rU-4 2. PAVEMENT GUTS AVER 5'~-a" SWALL BE h . 6 GATE VALVE r " VALVE BOX tt 'E 67 STONE (5EE NOTE 5) 3 _g MIN. CONC. THRUST VALVE THRUST
REJNFQRCED TQ N.C.a.a.T. STANaARDS. SPRING L]NE COMPACTED BACKFILL BLOCK INIfiIAt. 9AGKFILL ~ ' `
, , r CONCRETE PAVEMENT PATCH { N, (TAMPED IN 6" I.iFTS) " HAUNCHING ~ PIPE GRADE .
'r .,,r., ,r,r,,..~ „ A . R. .i r rI~ POW*
G y " " NEVI A5PtiAl.T + SEE STANDARD DETAIL U-9 FQR TYPE 1-2 4" BEDDING F?:+ 6 MIN. BRANCH D.L PiPE ~ ' 4 MAIN " 1 p MAIN ~
THRUST BLOCKING INFORMATIQN " 1r_0" t ~ FE/ifHER TYP. r, 8 67 STONE WHEN ROCK 15 8" O.D. OF PiPE 6" MINIMUM SiDE CLEARANCE WORK WELL UNDER BOTTOM . ' , }wf" ' r;
a ' , ENCOUNTERED OF PIPE 6" O.D. OF PIPE 6" I ~ " 1'-0 MIN MUM SIDE CLEARANCE 3/4 BRIDLE ROD MAY BE 12" O,D. OF PIPE 12" MAXIMUM SIDE CiF,ARANCE 12" M COUPLED ~
rr ',A,~r, 6" ~ O.D. QF PIPE 12 MAXIMU SIDE CLEARANCE CONC. SETgNG SLAB Cwi
, i EXIST. SUB-BASE ~ 4.0 5.0 -•------M r ' \ t'-3"x1'--3"x4" THICK 7 GU.FT. CRUSHED STONE MIN. GONG. FgOT1NG, INSTALL WHEN USING PVC PIPE,
i r_O" r \ U CONC. THRUST BLOCKING UNDISTURBED SOIL
\ THRUST BLgCKING A7 BLpW OFF ;r UNDISTURBED Soil ooo
STANDARD THRUST BLOCK INSTALLATION F'OR VALVES AN BAC LL, rAMPEa ~ D DEAD ENDS ~ ~ \ 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE r-, N
IN 6 LAYERS r e TAKEN FROM THE INSIDE FACE OF THE SHt)RING AND THE BRACING. t, TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN 2. NO RACKS OR BOULDERS 4" QR LARGER 1'O BE USED IN INITIAL. BACKFILL. FIRE HYDRANT AND VALVES- SHALL BE MANUFACTURED BY CLOW. .FWA4
I~ tt I ? ! .t~aT~s; ' t~' PIPE ~ 1, PRIOR TO ASPHALT LAYING, PRIME COAT FROM THE INSIDE FACE QF THE SHORING AND BRACING. B""RANCH PIPE SHALL BE DUCTILE IRON AWWA Gt50-76 iT 3, ALL BACKFILL MATERIAL. SHALL BE SUTTA6L.F: NATIVE MATERW.. 5 GATE VALVE -SHALL. BE AWWA CSOD-86 OPEN LEFT.
{ ~i I APPLJCA110N SMALL CONFQRM TO I I , i (I , , 1, CQNCREtE SMALL. BE 254Q PSI, \ N.C.D,Q.T. SPEC. SECTION BOA. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INiiW. BACKF1lL CONCRETE- SWALL ALL BE 30D0 PSI MINIMUM AND TRANSIT MIXED FORS PVG PIPE BEDDING 4. BACKFiLL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN SHALL CONFORM TO STANDARD DETAIL U-4.
I .r, 2. CONCR S , r..'„ I M r(,."ry I I ETE HALL NOT CONTACT BOLTS QR ENa5 OF MECWANICAL 2. SEE CTTY OF RALEIGW STANDARDS 3, ALL BAGKFlLL MATERIAL. SHALL BE SUITABLE NATIVE MATERW.. NON-TRAFFIC AREAS, STEM. RODS AND BOLTS- ONCE INSTALLED AND TIGHT, SHALL BE COATED WITH 1WO COATS OF BITUMINOUS BASE PAINT.
,,•ar «1 rd , y'rt ; ~ i'r f, t' JOlM' FITTINGS, FOR TRENCHES AND PIPE BEDDING r n+ 3. TRENCHES SMALL CQNFORM TO SEE U-3rU-4 4. BACKFiLL SHALL BE TAMPED IN 8" LAYERS IN TRAFFIC AREAS, t2" IN NON TRAFFIC AREAS. 5, TO BE USED WCt'Fl PVC AND ABS. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERt1CAL POSITIONS AS DETECTED BY THE 'NAf(ED EYE.
FOR AaamONAL DETAILS. f, i.~~'',,,.1',,.;,{' STANaARa DETAIL U-3 6c U--4 w r , r ' tw 4• SEE STANDARa THRUST BLACK
"r°'~~°~~'''~'"t`~"' TABLES, U-12-U-i4, FOR AREA QF 5, C~ONC~R~i'ESR UIR ASPHALT PAVEMENT PATCH
~ryD ANA I N`T~RSECfi10NS SHALL HAVE CONCRETE THRUST BLOCKING STANDARD PAVEMENT PATCH DETAILS 00 00
E'( TREN TYPICAL TRENCH BOTTOM DIMENSIONS AND BACkFILLING REQUIREMENTS FOR CH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR DUCTILE IRON VITR{FiED CLAY & REINFORCED CONCRETE P P . ABS CO POSITS 0940-PVC AND PVC GRAVITY PiP STANDARD FIRE HYDRANT iNSTAL.LATION DETAIL. IE E o
TEE INTERSECTION Cf) 4) kr)
REACTION BEARING AREAS FOR
I HORIZONTAL WATER PIPE BENDS REACTION BEARING AREAS FOR
~ I ~ ~ ~ i ~ ~ II ~ 1 I ~ ? ( i I REACTION BEARING AREAS FOR
I , I 4.830 I t I , r~Y,l" ~!"fr rrtA ( , i' ,?„t r HORIZONTAL. WATER PIPE BENDS HORIZONTAL. WATER PIPE BENDS 9ASED ON TEST PRESSURE QF 244 P.S.I. (ALL AREA iN SQUARE FEET)
t , ,.+.+~,1;!.~,+, •,"r',",,t r ( 4.6$2" iH't,' „t,~ a 1, BASED ON TEST PRESSURE QF 204 P.S.i. (ALL AREA IN SQUARE FEET) EEr)
r .r +,«qj.t "t,t r, '~711'''1',r rf.I?'4' y', BASED QN TEST PRESSURE OF 244 P.S,I. (ALL AREA fN SQUARE FEEL') a
+',''~,'~,r,;mrl'aa""4,r1,'AStr'lf,+•y rr '+'('tg15:SIK"I,a~4 + 1. i. , ~ lr: f +r ~ r l , y r; , ro , .i y' y + t ,rPrr A S,, r+r ~ }'•,?S f,' r('v n' '/t , 4.aao" ~ ~ a~ o: o ~
1'~'~,tw'~(•?,'a''''/,,,, r t~„ ,)kif~rf.~`~,~ j,St,~~itr~~~'„•f1,t, ,5N ~„Y1r,'~e r'S~. a'4'''N 'r"'',ht«r r'r'.''S ~k~r,l/, r14,'+,'ul h; ' y, ~ "y, ' t,A;'""'r'~.,il !?I,i"irM i'r,iY ~C` F~ ~ a a a ~ W ~ ~ ~ \ ~ 4 ~ ~ ~ ~ o ~ \ g 4 a
•r4•"{,1,,,51. ..'IA: „1~",'r7'a}r ( a a ~ ~ m a ~ ~ ~ ~ ~ Q o ~ o ~ \ \ a o ~ a ~ e- \ 4 ~ ~ ~ P ~ ~ o ~ \
, i'~ t • ~ TNRUSt BLOCK AREA 't''.' t''(w; ' 5/16 ~ 4~ ti Q o a~ o o ~ o a a ~ G w ~ ~ o o ~ o o w ~ a ~ ~ Q h ~ o ~i \ 5 G v 0 i i ti Q Q~ \ \ a 4 ~ a \ 4~ ~ ~ , ~ o ~a o a ~ \ a a o 417
i-•i/8 < a ~ a ~ ~ ~ ~ ~ ~ oo ©o a o ~ o 00 0, o° v o 0 0 ,~s G o ~ oo a o~ ~ o o a F' ~ Q 1r P 0 0 , 0 0 -t O \ ~ b~ ~ , Q` q J a O ~ w rJ G i ti i s e~ \ \ oo ~ o \ i 4~ ~ a Q ti a a o ~ ~ o~ o ~ o o ~ ~ ~ o ~ ~ u ~a ~ ~ oa a ~ 4 ~ fia o Jo ~ o000 ~
'COQ Q 0 0 o a s 0 0 4~ ~ tt, a o o ~ o h o a ~u a s ~a a~ a~ o " ~ ~ o o o ~ o` 0 rJ a a V ~ P a 2O ~ ~ ~ ~ ~ o ~ c~' a a ~ r~, ~ 4pcj C5 tea,
45 BEND ~ o`` J q a -l O a o a ~ a t a' ,y~ ~ a o 00 ~ 4 00 0 ~o w 0 1 1 15 ~ 7 B z 2 3 3 2 " a Q fx ~ Q 0 ~ a J a 0 22 1 x 24 517 ~ 7 13 ~ ~j ry ~ ~ o ~ @~ ~ tq a~ t5 4 4 7 25 3
~ " s 7 " 22 1 2' t41 218 36 71 85 18 18 36 142 15 6
~".,.,;5 9O" BEND 6 THDS. PER 1 INCH zz 1 x 2212' 7 2 1 3 1 52
I r 1 ~ 22 1 35 305 9 1 22 5 5 9 36 ~ 37
STANDARD THRUST BLOCKING VIEWS ~ " ~ r 45" 69 252 18 35 42 9 9 19 7O 7 " 9D" 127936 32 64 77 t8 16 32 t28 f3
UG
" ~ THRUST COLLAR `ii ; r ,»L~• u1 S;" ~;A , ' 17
SEE U--12 U-13 do U-i4. ;'•t:~:~,f~;~{''•1i~. t~i'Cd.~;;°.t,i?~, ' 65 " 92O 85
.t;rri;r " z4 co
4a o 0 1' 45' S 16 39 7 94 0 0 39 156 16 00
" f " 90' 287 855 72 144 1 2 36 36 72 268 29 PLUG 203,575 51 tO2 26 26 5t 204 21
5' MIN , 5 MIN Cr 90' 45' PLUG .0) 0
•t ,rt~,t,« PLUG 0„ PLUG 40,213 1O 21 25 5 5 10 41 5 REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A CC
',j'x.'s ~ r'S.. ~ VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF $O' TO THE THRUST VECTOR. REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A 13 pU
i 1 . 1 J~'~' 3~, .rn~Njf,'w'' s CONCRETE THRUST BLOCK h%'r?+~~` t ~ a VERTTCI USE 6"-90' BEND VAt.UE FOR HYDRANTS FORM 1 DtTgNAL SAFETY FACTOR VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGi.E OF 9O' TO THE THRUST VECTOR. REACTIQN BEARING AREAS ARE iN SQUARE FEET MEASURED IN A VERTICAL PUtNE IN THE TRENCH SIDE AT AN ANGLE OF 90' TO THE THRUST VECTOR, USE 6"-90' BEND VALUE FOR HYDRANTS FOR MOfUONAL SAFETY FACTOR Gj) ~ 4)
AT ALL 45' BENaS ,1"r + ~riU,' ,'s SEE U^12,U-13 dC U•-14 `i~~ ~ I'~`d~` c~ t t,("% r , USE 6 USE 6"-9O' BEND VALUE FOR HYDRANTS FOR MDRIONAL SAFETY FACTOR
1/4" STEEL PLATE 3/4" THREAaED STEEL
Rnas cd z4=0 (D
ROD REgUIREMENTS 0 c co C
SIZE QF 45' BEND STATIC THRUST IN p0UND5 " C? 0
NUMBER OF RQDS REgUERED STANDARD 4 STEAMER NOZZLE AND THREAD DETAIL 6` 4,328 2 THRUST BLOCKING DESIGN U N 1 T THRUST BLOCKING DISlGN UANTiTY TABL Q A T TY ABLE Q E THRUST BLOCKING DESIGN QUANTITY TABLE CO
7,694 2
12" 17,312 2 16" 30,779 4
2O" 48,491 6
24" 69,252 $
CAN BE ANY UNDERGROUND CLAMP of RIGHT SIZE. ' ' GATE VALVE
UNDERGROUNa CLAMPS AS _ _ r MANUFACTURED 8Y UIETCAIF 'v ' GUR 1~ CL~'Lrv7L 'fog 5~'cr~or3 8py"L1~•C 0 Oil u-
1. ONCE INSTALLED AND 71GHT, THE STEEL RODS AND BOLTS SHALL BE COATED WfTH CORP. OR EQUAL SIZED 2 COATS QF BITUMINOUS BASE PAINT. APPROPRIATE TO VALVE. 'd • a r•~«~.m,. wucnxa. wx+,n piiwtn n.. ' . d~ bra
CLAMPS BOLTED 70 5?EEL 2. CONCRETE SHALL. NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS. RODE. ? ' ~ ' ' EGG ' ' a' ' a' 0 3 4 Al.l.-THREM •
, ' ° EEL RoD (CUT To ~s ~as ' A . y., 0 d LENGTH) 2~'
STANDARD VERTICAL ~ENa ' a' ; ' ' i'~ ' a 0 0 s .r ~TSI 5f•W7 ~ Mn. r 0 0 p ; + , 7tSx fx~it 36 tip, 60 Ho. t0 ,
, ~1~Q ' a "
PVC PIPE PVC PIPE x , . . p
11
~ a 0 bA p~ = 1 1t111RlNi~/ ,
~ 3/4Y THREADED STEEL r , ~ RODS , , ' ~S
? " , WITH GLtWD5 (MIN.) ~ •''r"~ Mist) SOLID CONCRETE OR BRICK ~ ~ ~ ~ ' ' ~ ~ ? ' ~a os.o o ~ ? ~ ~ 444
d, ~ Y Y USE 2500 psi ' ~ BLOCKING SHALL BE USED ; . AS FOOTING FOR DUCTILE 5EE U-12 THRU U-14 FOR t~ , Y ~4 r r
~ X CONCRETE IN p , r FOOTING " ~ ,Q . VALVE MAY BE BOLTED REACTION BLOCKING CONCRECE ~ ' ~ ' ~ IRON PIPE. P.V.C. PIPE DIRE E. ARi:A. ~ I ~ s 5HALL RE4UIRE A 2540 CTLY TO TE ; ~ ~ ~ • " 1
Y e, .a , , ~ * ~ N. ~ p.S.i. CONCRETE F00TING. ~ ~ ; ~ r , p/'~p ] M • w ~ ~ ~f Fill
5Y 3 5" "Y" SS WRAP--AROUND BRANCH 51ZE O. i
p0 TAPPING SLEEVE N OF RODS i • VALVE ~ 4 ~ ; ~ v ~~y Zo;,! a»
d' C: FLANGE 6" 2 ~ ~ . . ; d~ M.J. FITTINGS " ~ w~ ~~,i~
ry S: r"~ A , s
1. RODS SHOULD EXTEND TO 70P 4F PIPE CROWN ' mp~xri Kok sv ~IsTc 'a'. 18 5 .~s~. m ~ ffi~ M eqsloR irrrrrrrrrr
~ 2. X x Y MIU5T EQUAL THE SQUARE FOOTAGE OF THE BEARING AREA SHOWN N IN THE TABLE BELOW ' , ~ EXI511N0 24" $G17O~N!'~.,~,G'Tlt~i ~ S . s ~ 5~ X59 >r~ Ho .a , ~ I'~ 53147}50 'r ~ Q ITds{ Nb T 7Hbtc:AS~ ~ya7}6S1
M TYPE OF MATERIAL, VALVE SIZE ~Y 6Y aY ' ' 'a+~ ` i31pS1)$~i '14
QUICKSAND, POOR SOIL (t0O0psf) 3 7 i2 MAIN . ;a~'~~ , . • ' 1. ONCE INSTALLED AND TIGHT, THE STEEL R00S AND BOLT5 SHALL
~4 ~ GRAYE, COURSE SAND(16OOpsf) 2 5 g "C7 SOFT CLA,Y(20OOpsf) 2 ¢ g . , j 'p' a * BE COATED WTIH 2 COATS OF BITUMINOUS RASE PAINT. AY
~ F AIRLY DRY CLAY, CLEW DRY SAND(400Opst) t z 3 'a; 2. 5EE STANDARD THRUST BLOCK TABi.E5, U-12,U-'i3,dc U-i4 FOR CONCRETE. AOJSl5Tp8t•~ 5C„~"W 7Y'f~ YAI.VJv $OX ,'r ' KtYLER 6tl~0 SER~1±S l W
N DRY CLAY, COMPACT SAND(8040pst~ t i 2 3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF ~ pgy'i~{ Nt)., MECHANICAL FITTINGS. i ~LEIJATION CAS's' ~RQN AStM A-48 ~!A$5-" 3Qg 3181 w 314fd [ERT'i z~ 3101-3104
POOR ROCK(tO,000psf} 1 t 2 ~ NOTES: FlN1~t-- AS~NAIT COAT~Ct 31Sl - 3Z 6
3. COAT EXPOSED STEEL RODS AND CLAMPS WITH 8ffl1MIN0U5 BASE PAlNt, t 1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OR MECHANICAL JOINT FITTINGS.
2, SEE STANDARD REACTION BLOCK TABLES, U-12 ....rrr~.rr..r,.,,,r....r.
a 2 a~ THRU U•-14 FOR AREA OF CONCRETE REQUIRED
a STANDARQ VALVE FOOTING FO PV R C MAINS 4"-12" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY
r~ RESTRAINED fEE AND VALVE 1NSTALLATfON ON DEAD LINES (4• -24 ) r
d
c~ a~
N0. DATE' REVISION DE'SCRN'i101 'ION DESCRIP77ON BY Q
U
a~
a~

LEV L P 5 RE ADE R~ A ~ ~ v
DA = ~ .1 ~ 3 AC U ~ ~ ~ ~
1 CE r 1 t i t r i ~ N - -~~~e ~ 4
~aw / ~ ~ ~ ~ 2 V F, z LE L SPR- c ~EA R ...P n ~
~ b ~ p ~ ~ ~v~~ vim'"' ~ jd { ` ~ S ~ ~ 1~'
w„ 119.3 7 / al 1~ ~ ~ t ~1 ~
.t t ~ ~ W ,h t , h ~ ~ ~ r V RO ~ H Y . A RAN A EM LY w.. ~ ~ ; - b ~ p/ 1 l n
~ N, ~ ~ ~ l~ f
~ . R'O o P
_ ~ ~ ~ ~ ~ t 1 ~ ~ ~~A(S$EI~ByY 0 1 o co o
8" PLUG ~ ~ I ~ t f i ( f'~ ~ ~ ~ ~
VELA ~ ti t x R ~ AND BLOCK ~ 1 ~ ~ ~ i ` ~ N ~ r-\j
,!'y 1.! a 1 . ~ ~ ~ 1 ~ a
' _ ~o o`~~ ~ N y ~ / r 1' ~ ~ ~l ~ ~.zz --~-25.0 9pc i
f t/,~ W ,~f r~ ~ ~ ~ 1 20 .LEVY€.L ~P , FADER ~
,r ~ ~ b t ~ ~ ~ ~~Y~,/~ ~ <r ~ ! 1 } i ~ L, t 1~1 \ 1~~ ~ r,...- 423 0 0 f
~ a~, ~ 8 ~ ~ ~ ~a~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 8" VALVE ~X ..~E 1 / J ~ O~~ t ~ 1 ~ ~FZO~ 2"~ WATER a f ~ ~ r
I ~ ~ ~ ~ ~ 0 W BOX ~2~ ~ ~i~ ~1 N ~ ~ ~ ~ ~ (~i1 ~1 O Q 1
4 V SPREA t ,
~ a w DA ~ ~ m s r/~~4 O 1 f
~ ~ ~ c~ o.~ r•~
.o~ c~5 t M~ « `t A ~ a, a ~ ~ ~
\ ~ R AD`S ~ti a y A;..: ~ \ ~ a a ~ ~ A~27 ~ 8„ ~LVE ( ~V.t J O / e O `'n ~r
~ BOX ~ ~ 4 ~ i ~ ~j~' ~ _ _ / ~2
. y. ~ e ~ OFD' ~
p'> ~r 1 4.~~ i ~ gat 1 ~ !f ~ ~-f r 2.. BL OFD
s ~ ~ ~ I t t { S ~1N~ j,,~l ~ ~ ~ .~r ~ ASSE BLY LY
~ ~
` ,o':.' ~ S Via. a ~ ~ ~ 1 w'' °°w ~ ` ~ N 00
*P44*
~ ~
w ~ ~Q bd ~ ~ ~ ~ ~ ~ 6 U ~ / ~ ~j ~ ~ ' IW/~0~- ~ ~ ~t ~ ~ `l \ X21 - _ \ ,
v ~ ~ ~
n., \ 'til 4, tr'\ ~K M' a..-r.-.-.-...^'""^". ~.r. ~"w». ~`w. V X ~ ~ 1q~//?
~ ~ , ~ ~ ..d` t~
11 ~
~ ~ ,w .r._._~. ~ `f%~'a~, ~ r `L~t / '~~t j t ; If ! ~ J~ ~ ly\ t ~ - ~ X19 _ ~ - ~ ~O: ~ ~ ~,~a o
~ ~ 4 ~ WY * ~ ; S '~z. ~ ~ 1 a"+y~ n'S °2 ~ Q\ ~ ..-.,~,~,,.......,~,.....-,.,,+r...r^.""'~"rT ~(p} y~ Y y "h, ~F 1~ '*N
3' v ~ M. „vat"' ~aky ~ a~ t \ ~'4n4 \ '.4~. y ~ S • a j' ~ i~ 1t I` ~ i~ j 0 \ ~ a_.._~~,_ 4th ~z~j - - C~ 0
~~44 0 ~ _ ~ tee` ~ , 4'~r / ~ ~ /_L`1 1 0 1 ? 1 ~ I f ~ , ~ 417 © a ON
n € ~ ~ ~ ~ C) X1.5 1 / ~ ~ ~ D~`` fl L t \ ~ ~ ~ - 418 " - _ - - 41 S cn
GRAPHIC SCALES STONE C R E E K
PVI5TA=3~ 0 ~~,..,~.~~.~~,..._ry~u~.~~. ~ n..w.~..w.~~.~..,~.r _~~..u~.,m~ w_.~.. ~...~._.,w~.~.~... PV! ELEV 4- 3a+oo ~ C I R C L E
V = 426.50
A.Q. ~ -4. ~ 5 _ -4.50 xox~zorrrar,
~...mm.~.~..~,..~..M.~. .,Mww.~..~__...~...~~....{....M~.....~M. ~.~.,µ~.w...~..y.. .~.~„~.w.~~..,.m. ....~,,..wM~. K - 4.44 4.44 i incn = so r~
~ ~ s o za s io ~s
1 ~ ~
~ i ' ~ ~ LO POINT E EV 412 3 6 ~ VC LOW POINT ELEV = 420.30 LOW POINT STA = 11+1Q.70
i
LO F'OI T N 5 A 26 , + 3 .71 PVI STA = 11+00 p t i inch = 5 ft
~~A~~ i ~~~~.A~!-~_ PVI ELEV = 420.00
a PVI ELEV 410.00 M < A.D. = 2.54
A.D. 7.70 K = 39.30
K ~ 8.96 Gi
w ~ 100.0' VC
a a (Do 0 r... mom
o ~ r o as ~ ~ ~ ~ N ~ r m.0) E 0
oq ~ M tt7 tai o ~°.i + o MMWW0 ,
d- ~
o!0 00
U) W ~ ~ ~ r~ U C3 , v W ~ ~.i ~ R 0° m W_ w LM ma i 04.0
} ~ ( CJ O U U Q
~ (y 4 z
~ 1 w w r l ~ M
s 490 ~ . % - 00
420 ~.r i.__._ , , , - - ~ co
~ ~ U,1 W ~ ~ t - I ~ / ~ ~ ~ ~ ~ ~ cc% 0-0 m
~ > > 2- OLF4" 8 ~ HDPE ~ r WA P z pVC ~ ~ ~ ' 4' MW OVE 0 0)
t~1.6~WN ~ CD T NEADWA L . .m.. l R AIN ~ , -
~ 0 ~ , ~ 8
V ~ ~ ~ ~ C ~A ~ T m; L. c
AI ~ 35 L 36" HD E 0 ad L. J4 ? O's
~ 2. 9% LL LL
y rn
~ t Yom-. E ~ I t I 2" IP 5 CTIO
~ ~ ~ ~ ~ 410 DRAT
I ~ s ~ ~ / a z ° ~
! gQ s ~
~ ~ _r,. ,~k..,,,,. e..~„,~ ~ o
i3ATtTM ELET~ ~ ~ z
' I ! ~ ~ , ff
~ 8 IR S CT{0' I ~ r-- ~ ~ a 405.OC? i`~ tt3 ~ N f7 ~ cfl ~ O M N M to ~ I~ I~ ~ N
w UN ER TORM DRAIN ! t C.~ ~ ~ , •a I'7 (V ~ O 0 ~ ~j 1~- 0 I`~ 0 00 ~ O~ O `Vd-
,M..u.~~~ ~ ~ ~ w
Mw ~
~ i N ~ 1 ~ ~ ~ lV
oU_.U t ~ ~ ~ d" 10+00 10+50 11+00 11+50 12+00 12+50 w`. s
f ~ ; i r or i
~ ~ a r
~ Ca (7 N f`, ~ Q tD C}~ a C~ C7 . ~ . oQ • ti N 00 Cn t~? r.U N C7 Co ~ ct7 N ti ~ ~ Cf3 tX3 CD . II7 . . d- . t~ . CX.1 a? !n Cn C7 ~ M N cU M ~ O I'~ ~
C3 ~ Cn pp r.; M M . r7 . tt) . pp , ~ ~ O fXJ cp tt7 CJ f~ tC) 00 N t~ 00 ~ N ~ 0) N 00 N ~ ~ N O 00 ~ to tb . . Op . 00 . ~ . N . p . M} , d- . d` , I'7 ~ d- t- d- O C7 C7 p N p N N N M h~ c~ C~ N t~ tL7 I~ f3~ ~°r,° o~ o~ o~ ao~
d• d' d~ d- d- d- d- t--~ ~ r-- C7 ~ ~ ~ ~ 'r' N M d- t1'} t4 d" ~ d- ~t d. d• T- r- N N N N N N N
I d- d- ~ d- d' d" d' d- d- N N N N N J N N N N N N N N ~ STORM DRAINAGE CALCULATIONS ~ ~t ~ rt d. ,d. d. d. ~t
2~+00 ~ 23~ 50 PIPE DRAIN AREA C 110 Q, CFS SLdPE n DIAMETER VELOCITY FLOW DEPTH DISSIPATOR d
24+00 24+50 25+00 25+50 26+00 26+50 27+00 27~-50 28+00 28 +50 29~- a0 29~- ~0 ~o+
Oa +00 30+50 31+C t 66 AC. o.s 7.2 285 1.5% 0.02 (TWO) 48" HDPE 16.65 FPS 2.58' L=40', W=12', 23" CL. C STONE 27" THICK
2 20 AC. 0.6 7.2 87 1.5% 0.012 36" HDPE 14.28 FPS 2.41' L=24', W=6', 73" CL B STONE 22° THICK
N0. DATE RE41S10N DESCRIPTION ON DESCR1PnON BY

i ~ i ~ ~
~ ~ ~ ~ ~ ~ ~
! ~ o
r ~ ~ a~ ~ ~ x to Q~
~ ~ j~ , / ~ / ~ ~ ,0 a / /
1 ' ~ / f 'lid ~~i~ -t t ~ ~
SI~~~~II~ EXISTING ENTRANCE FOR HARYyC1jDJ~ONT~° j~ ,,,,r' t~v~~~ " ! ~ ~ ~ ~
X TARBORO ROAD TO 8E--'F2EM V ~it1VSTALL n1EW ' ~ ~
~M~ ~ ~ 12' GRAVEL ORS-EWi~Y ENT ~ AS SHOWN! r r - L I ~ ~ ~ ~ ~ y?«" f p r x^ew mow. ~Po'"
~ / 0OX
~zj i ~ ~f 8" DIP BORE AND JACK ? f / / ~ ~ ~J j ~~~~r ,fry ~ v. a ~w r~"" ~ ~ ~°v., ~ ~ ~ ~
~o~ ' ; ~ r~~~MIN CASING t t 'l
PR ~ RANT AS s M L ~ / ~ 1 ~j ~ ~ ~ ~
~ ~ \ > ~ ~ ~ ~ ~ ~ ~ f
i' x~'~ '~I j I ~ ~ O~'~~bd. ROP HYDRANT ~ ~F ~ r~ ~ J~ ~ 6~'6. / ie~ Ss9 o ~ q ~ r
O V'`~'s,, ! / ~ ~~SEMBLY ' ~ ! ° o r ~O ~1~~ ~~~~Qis/
~ ~
"~7 ~ ~ ! l ~
~ _ ~ ~
~i ~ ~
---'0 1 1 '~x~ ~i \ ~ f /y f
y ~ i ~ ; j ~.ch ~ q ~1 ` E ~ INST~QLL 95" HD~ ~ p ~ ( / ~ ~ + y i ~ ~ ~ 1~ ~ DRIVEWAY P~i~ 4~2% p \i ~ f! ~~ii szt to ~ ~ ~ c~ X 2 T E Q
~
~ ~ ~ 1
~ ~ ~ ~ ~ ~ ~
~ ` r ' c~` - < - ~8" PVC UVATER ~ - ~ U' ~'i''~ ~ ~ ~ 1 e ~ ~ ~ ~ ~ ~ N coo 65
I ~ ~ ~ ~ ~ Cd
!
Q
(DU
~ g ~ ~ ~ ~ f ~ ~ ~ ~ q ~ ~ ~ ~ ~
~ ~ ~ ~
~Z
~ ~ ~ ~"_VA~VE -opt - - 1 w ~00
' ~ ~ b'N!i NOl S~~ 880 Wr~-~- t 1 ~ 00 a
' 8'' X` 8° T PPING b/ ~ ~ con
~Wnd SL~EWE AN VALVE `Ol ~ q 1 p d ~
9 40 ON ON
TAIL DITCH TO EX. pVl STA = 12+00
SLAB TOP INSET AS PVI ELEV = 436.00 COBBLESTO NECESSARY
r+'ti
A.D. = 1.04 50 0 25 50 100 150
K = 192.77
HO~RIZONTA~,
200. Q' VC 1 inch = 50 it.
5 0 25 5 10 ~5
APPROX LOCATION o 0
EX 8" WATER MAIN ± r~i V~tTICAL
DEPTH UNKNOWN ~ `r 1 inch = ~
cii w
m_ > a o ~r P1/! STA = 1 $+OO
~~~~g ~ ~ ~ ~
A. D. 1 .25 ~ -onwil
440 =_y_ d- c co
- ~ _ ~ w U 0.0 (L)
> > PV! STA 22+0 M0 E 0
O > C. Cd
PV! ELEV = 4 1 2 .OO 0=0 0
~ _ _ Sri c~ ~ A.D. -1.45 ~ ~ low 'a a 0 F.
cv
~ ~ ~ ~ s W (D °
~ w PROP CL R ADE ~ U ~ ~ (DO z
430 ~ ~ _ 4~ ~N C{~, ."`~9~ m ~ ~ ~ m o cn EX GRADE .4W C
Cq + N co Ct% 00 0 W,o 0
~ w... ~ t (r"~'"~ r. V
1 i ~ ~ _ '+r. V 0) c
~f'1 y W arw~w a
1 1 ~ ~1 V 1y~J + EX CL RARE N D E co
N
o cd
~ ~ I~! ~ I V J L. hF- [ Nrr"' 11
~ ~ i \re LL
420 {M~~~_~.~~ ~ ~ ~
.
~
i

t d I IA C
# i ffx
P E ~ w O
410 __w..~... ."r ~ YYY yr 4 a k
n 6 F +r
f 1
I i blltllititll~tltl~
f I t I
1 -..,.M. i mow. t i ..,-...ter....
f ) I ~ f
i Y
{E ~ i ( ffY ~
400
I 6 so-o 6
r~ i~~r~ ~~~.~s1~r k~ jj
3 ~.,....t.,.. ..1,...,....,.~..,...,.
~ I ~ J J ~ ~ ~
t,(") CSC tom} I~ d- t0 t~ ~ 00 K'J M~ I~~ O~ d'N OOT d'M Oh I'7 `t ISM O>~ OJT I~~ tq 00~ ~ r-M 6~ N~ tn~ d~ COQ 00~ r7N Opp No~O ~ - .t0
d'~ ~ t~ ~ ~ M ~ M t0 ~ ~ ¢ ~ N N CJ Q t3) Q~ C~7 pp O ~ O c0 N 00 ~Y f 00 to r~ O 00 tp . ~ ~ ~ t0 ~ ~p ~ ~j d' to d" d: d' d: r'') ~ N ~,.j N r.,~ N i„~ N p,j N N N N N N M ~j N N N N cV N N N ~ ~ O
J NN NN NN NN NN NN Nay C~JN NN NN NN NN NN CV NN N NN N NN NN NN N~ N~ N~ N~ N~ N~ (v ~ - ~t d' d- d' d- d' d. d' d- d' d' d' d' ,3. ~t d. ~t d' d' d. d' d' d. d' d- d' d' d. d' d. d' .d. d' d. mot' d. d' d. d' °f' d- ~J' r} d' d' ~ - rvnau • wwrwrwrv~r
! .,~.,~..r.w ~ ~ ~ ..~,~.~.~,,.~...1...~~.,.....,.~.,~._,M..~...~~~..~......~...M_...._,y..~.~~.~_
10+00 1 0+50 1 1+00 11+ 50 1 + 2 00 1 + V-M fi'IP770M BY
2 50 ~ .~+00 1 3+ 50 14 +00 14+50 1 5+00 15+50 16+00 16+5 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+Q0 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00

•
~ \
1
~M
4P~ ~ ~ .P04
~ ~ Ci
UTi I Y G D
\ ~ ~ PROP. 8" X 8" TAPPING
PROPOSED WATER LINE - 9,~a SLEEVE AND VALVE
-------EXISTING WAT ER LINE SR ~ ~O,p (TAPPING SLEEVE SHALL BE
SIGHT TRIANGLE A~ 100 STAINLESS STEEL)
PROPOSED FIRE H YDRANT ASS~EMB Y W
do L Y ~ ~ °A 8" DiP BORE AND JACK, 16" PROP. 8" PVC ~\MIN. CASING
WV PROPOSED GAT V WATER MAIN ~ j~~
E ALVE
wv , PROPOSED ~ \
gLOWOFF A SSEMDLI WI TM GATE VA V ca?
LE wv ~,~9 ~ ~.a SIGYiT TRI NGLE \ ~ ~ ~ ~ S~
PROPOSED TAPPI NG SLEEVE AND t~S~p 6~9 `~P ~ - PROP. ~-IYDR~A~\ ~~~o GO~~`' ~ ~ ASSEMBL ~ ~ D 00
VALVE / \ \ cat
\ \ .PW4
PROPOSED S ERVICE
PI PROP. 8" VALVE ~ ~ ~ ~
WITH BOX i"` y`~' \ ~ ~ ~ \ \
/ ~ \ ~ ~9p~~~Y
~ ~ ~ ~ ~ ~ ~
a \ Lot ~ 1~( ~00
~ / ~ ~ / Owner. Pary Jrnmea L & Fa~e~ P3N: 1801-89-2286 ~ / ` a "
` s ~ ~ 4 ~ \ Oaed 9oak/Fage: 750.546 a ~ v1
z / a / e ~ Lot 7~~ ~ ~ / am ~
/ o ~ / ~ 40.265 sb. ft. ~ t ~
+~v/ Lit 75/k *4 ff ij f l ~P. / ~ / /~~"~~4~1 sq, ft axs f !p n,.`v ~'y ~ 3 \ / ~ /
x
~ ~ ~ j see,, ~ '~M' O ~ / ~ } Ary~• n J / ~
Z,m1ng: 43a ~ ~O
~ fie' ~ P 42s f r ~ / + L~ ~ ry \
PROP. $ x ~ TE E
4..
» 1 PROP. 8 VALVE ~ ~ti ~
WITH D X at ~ k
p~ h`~ Rib / , ~ ~ ~ ~ ~ / ~ / ary, ~ ~ ~ 1 ~ ner. HUI. Othc 0 do Oeboroh~ V
i/y PoN; 186f-86-S3Sf
/ ~ 4zs ~ ~ / r, ~ ~ ~ ~ Geed ~ookk/P ~ t040j4~:F _
k / ~ 1 Zoning. R-40 s
~ ~ ~ ~ ~ r ~ ~ ~ % ~ ~ PROP. DRANT
m ~ ASSE LY ~
`trot 1~~eptic r°',~x ~~n ~ f ~ 1* ~ ~F' aaea eoak/aaga ~osz/aaz «0
. m
k1~' 1 ~ j Ldt°~ ~ P. VALVE a~„~n~"es ao y/ ~ ~40.28~ sq. lft. H ~T.?.. M> CLO
/ 'to'y`" 2"`Sep~i r~ / 00
~ J 1 ' F j . Lx
~ ~ ~ ~ ~ ~f r~~a1 f`j! J ~ PROS. 2" ti ~ oo co cr) (1) 0
,f ,p l J l~/ 1 ~ I
q,~ ~ { 4 t~ l / ~ WATE~ti F1
x~~~ ~ l ~ ~ ~ ~ ~ o Q z
>Wac:
~ ~ ,rte 4~ M«~ a~rw aw~at nwr w" ,~h ,r ~j \ v~ \ °m 8 O 0~
0
~ ~ 4~ s~ ~.,2 PROP. 2" BLOW OFF CO U
"rw' 1 y 1' ~ \ ~ ~ ~ ASSEMBLY
~ ~ ~ ~ ,a ~0 "IWO ma N4
~ a 1~• ~ 1.~; ~ ~ , LM c
~ ~ ~ ~ I Mar 4~ ~ ~ 4 ~ Ownm: Fnfey. RuBaeli E :3 ats
' . \ flaed 8aak/I'a9x 1399l8~5
«~p•;""" ~iaak __.,,:~;.y~«~>^~»~,~ ~..,M„ `fi'n ~R~yicR?Mw~tp~.,.<' ~ i .M.... "d x'171 ~r'~ ~ "'""`^"ti, ~r"' »w ! '4~ m"p` ~ w"",~ \ z~in~ R°Sao LL LA..•
~4 ~ ~
ti
Ff~~; t~~1-••~ai~~-t~2f .M..., w... ~ ~ ~ t'~'; Kai Qwnor: Keikh, Ja~rry &
r ~ glmba4h C. PIN: 1981-88-2752
Timber Eatatns 8 Oend 8ookiPag~ 1428/208
T.56 Aetda Zoning: R-d4
q ~ ~ x1`~~tt~tilkkilt~t/ fj
~ ~ ~ ~ ~ ,5 7 . ft / ~ i
~ ~ ~ ! ~ ~ ~ ~ ~ ~
~ ~ ~ .
~ ~ [ Flares F4fd o ~ ~R ~ ~ ~ ~1~. ~~s~~~~~~~~ ~ t ~ 4;,. - ~ . ~R ,~i RANT w 1
~3~~~ p~~ ~ ~ t ~ s~~ ~~sa~ A Y ~l ~•v<r~ses••~
1 ASS M ~ ~ ~ ~ SLY , ~ lea, fa~-~s
I ~ / ~ ~ ~ l ~
~ ~ 1. t X10 ~ ' . . . . . . . . . . . . . .
~ ~ 4Q,694 ~sq~ f~,
~ ~ ~ ~ ~ t L P~~
~ i ~ ~4~t1fl3': f7~ ~ij ~fN; 9~~~-~~9~1~
7lsn~~r at~~ to i0
~ t.~z ~ NOTES:
1. BOUIVDARY AND TOPOGRAPHIC SURVEY PERFORMED BY
s~f~t; 1~~~~•i~-~~F7.~~ ~J~rrn~~: a~r~~e~ Paul MURPHY GEOMATICS, RALEIGH, NC. U Q
2. DESIGN OF THIS DEVELOPMENT WAS PREPARED BY EDENS
7~a~iu~~ ~aa~fPage: 14&€?ta GRAPHIC SCALE ENGINEI=RING, RALEIGH NC. THESE PLANS HAVE BEEN
~ Q~alfi~ays ~~~rl &a~?vtf~: ~„~~p REVIEWI~D AND MODIFIED WHERE NECESSARY FOR SUBITTAL
~st~.~~r afis~~Fa~ ~3~ ~k~a~~: 91~?~~~~ 10° ° 10° ~ TO FRANKLIN COUNTY PUBLIC UTILITIES AND TO THE NCOOT.
fy. ~7 ~aa ~+,~p~=.at ~ ~ ~ - THE PLAN HAS BEEN APPROVED BY FRANKLIN COUNTY, AND
BY THE' NCDENR FOR A GRADING PERMIT. CERTIFICATION BY
~ IN ~ CROWLE:Y & ASSOCIATES, INC. IS GIVEN FOR UTILITIES, i inch = ioo ra ROADW~4Y DESIGN, AND STORM DRAINAGE DESIGN ONLY.
NO. OA1E RENSION D£SCRIVTION V DESCRIP77ON BY

•
I
9 ~\~°y} \ ~F
y v 4~
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\ \ X11 1 j
~ .
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a
~ o'X7a' ~ . ~ p ~ SIGHT TRIANGLE ~ ~
~ ~ ~ , ~ ~ ~
~a o~
4
~ y a Fj~9
~p G 9 9' \ ~
~ e ~ ~ 10X70 ,ti ~ ~ ~
'r I ~ S T TRIA(~lGLE ~S g Q Q ~
2 ;1. ~ ~a 1 0 \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ti D h ~ rA 00
~ Q ~ ~ ims)
d / G N
SUMMARY INFORMATION ~ ~ ~
! A x a. `~o,
DEVELOPMENT NAME: Cobblestone Subdivision ~ ~ .5 0
STREET ADDRESS: Tarrboro Road ~ ~ ~ 0 .Q~ ~ S
e~ ~ w a 00 00
Lat 1 ~ ® 40,429 sq. ft, ~ n tv o 4
PIN NITMBER: 1861-89-2286 rtat: ~ es ~ ~'taYe W W 0o
r PlN: t~1~~~-7~~ ~d ~caicJ~~~e: 7~0.54~ ~
ZONING DISTRICT: It-40/W, WSII 6.~A Acme ~ min : R~-~E!
~ ~ f
SITE AREA: 17.56 Ac. o ~ ~ o ~ Lat ~ w w•
40,265 s . ft, ' ~ /
PROPOSED USE: Residential Subdivision ~ ~ P ,
TOTAL NUMBER OF LOTS: 15 Lot 15 -l ~
PROPOSED DENSITY: 0.85 units/aa / Owner. SaftFt, Robert 1~ Trus¢ae 0 049 s . ft 4 3
PIN: 1887-69-0789 a ~ C, ~ ~ ~
OPEN SPACE PROVIDED: 0 ac. ~a g~/P~~: ~a,s/rso ~i 78.08 Arses ~ ~ / sQ r r ~
Zaning: R-40 / ~
ALLOWABLE I1t2PERVIOUS AREA: 2.018 ac @ 11.49% maximum F. ~ ~ /
IMPERVIOUS AREA SHOWN: Roadways: 1.14 as ~ Lot 3
40,689 S . ft.~, 0
Lots: 2,550 sfllot • .o~ ~
Rouse: 1,250 sf ~b f Lot ''rte ~ ~
Deck /Patio: 20d sf / ao,~2o q. ft.~ e
Driveway & Walks: 1,100 sf ~ f
~ e~o~~o~~: ~ 30. t
r ~ ~ ~ ~ ~ 7.ssr~tn : R~dd3 • ~c ~ ~ 4
APPROVAL STATiJS: This plan was approved by Franklin County Plannuig / ~ N 1' ~
and Inspections January 12, 2006. /ot i sePttc a ~ i ~ ~ y I' ~ mar: P , An ~a ~'a
A Land Disturbing Permit was approved by the NCDENR ~ ~ / n t~ c Cd
March 24, 2006. / ~ ~ OWNER: ~ ~ Lot 2 Septi Area ~ ~ t~` ~ , ~ s t s g Acres ~o , ~ ~ s~ dp . ~ ~ ~ Q) E .C
~ L t ~ w• P ~ o~ .0 0
84 q. f . •u' CL Co
Four Winds Development ~ ~ oo r ~ f~ ~ Monty Perry ~ F 00
4J , ~ ,~o 35 0
1304 Paddock Drive, Suite F-103 ~ o{ ~ 3 ~~o~ ~ f ao,sso sq t . ~ Raleigh, NC 27609 r L,~ t~~ A~. >
U° w~,, O Cl) o o
`Y4~
919-342-8164 ~ , ~~.~is sq. ft f ~ J u
t 6
ENGINEER: ~ j ao 9 sq..f . Crowley & Associates, Inc. r ~q.•f. 0~ 0
„~-,~F G , `5 - t5 0
1906 South Main Street, Suite 122 ,483 sq. o
Wake Forest, NC 27587 / j . • AIM
(919) 562-8$60 ! t~ z~.~ - -
Diner: F~dep# Rued!
'l~mb~ ~kats~ 2 ,s' tta.~t a,..,~,ht....,.. a~nr, rune
~ su o r ~ ' "w2i a~BO " V E
~o pis . ~ ~ z«~iRs: a-mss > U.
~ ~ / ~,ot 8
~ 40 031 s . / q ft.
Lr~t 11
3,172 sq, ft. ~
~~~n~r art:, ~'~s~ts€~ Qexnar: Keith, Jerry ~
ism ~ ~ ~ ~ ,r''` ~ 1tx ~ ~ ~ ~ Ettza4ett+ a P1N: 9&81-8$-2752
'1FmDer fatntas 8
o ~ ~ ~ ~ ~ 1>5~ Dered 6ookjWag~ 7428j208 7.88 Aa'ee
~ f Lat 9 zA„~~9: R-ao NOTES: ,ti~E~~~t t 4l~J~
41,507 sq. ft. 1. BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED BY
~ ~ MURPHY GEOMATICS, RALEIGH, NC.
/ ~ 2. THESE PLANS WERE ORIGNALLY APPROVED BY FRANKLIN
~ t~m~,; k~~R Harpid ~ pP~t t~1-6~»9~27 COUNTY IN JANUARY OF 2006 WITH 19 LOTS AND A 0629 w. f
~ ~t~nba~ Este#es 7 COMMUNITY SEPTIC SYSTEM. THE DESIGN OF THE f •
~.L~Yt~tt{~: DEVELCtPMENT WAS PREPARED BY EDENS ENGINEERING, r!
RALEIGH NC.
LOt ~ 0 3. THIS• PLAN WAS REVISED FOR ON-SITE SEPTIC SYSTEMS
40,694 sq. ft. AND H~4S BEEN REDUCED TO 17 LOTS TO ACCOMMODATE
SUITABLE SOILS AREAS. NO OTHER ITEMS HAVE BEEN
V$F31~C. ,1~~, 6~tj1 W CHANGED.
~1~: 1~6i-7 ~ '~mb~r ~faf~ 3Q 4. COBBLESTONE DRIVE SHALL BE A PRIVATE ROAD.
z ~ ROADWAY AND OPEN SPACE AREAS TO BE MAINTAINED BY 0 W
AN AS50CIATION OF HOMEOWNERS. r
' S. THIS PLAN HAS BEEN APPROVED BY THE NCDENR FOR A_
GRADING PERMIT.
GRAPHIC SCALE 6.THESE= PLANS HAVE BEEN REVIEWED AND MODfFIED WHERE
t?~ne~: 3~e~trdpy, alb ~s;~~~: R~-4~ , ~ NECESSARY FOR SUBITTAL TO FRANKLIN COUNTY PUBLIC
~ UTILITIES AND TO THE NCDOT.
a.~~ i ~ ~ 7. CER'~IFIGATION BY CROWLEY & ASSOCIATES, INC. IS GIVEN
~r;~fn : ~-~t~ ~ ~ ~ FOR UTILITIES, LOT REVISION, ROADWAY VERTICAL DESIGN,
i inen = ioo r~ AND S1"ORM DRAINAGE DESIGN ONLY.
N0. DATE RENSION D£SLRIPAON N DESCRIPTION RY
maw
,,.~....~.._.T._..,.__--- _ d

CONST COB TRUCTION DRAWINGS
40
FOR ~
SITE
VICINIT 3BLESTONIE ~~TT~ BDIVISION .,INITY MAP
NOT TO SCALE
a~ to ~ ~ n i zx
SU FRANKLIN CO u.
BOUNTY, NORTH CAROLINA
K
FOUR WIRE INDS DE\/ELOPMENT'
MONTE PERRY
1304 PAD R ,DDOCK DRIVE, SUITE F-103
RALEIGH, NC 27609
919-342-8164
TABLE OF CONTENTS
bA bA o~
r~ ~5~~~~b .
~3
u SHEET DESCRIP CO COVER S C1 SITE PLA ley amd Associates, IllC C2 UTILITY P C3 PLAN AN Professional Engineers C4 PLAN AN youth Main Street, Suite 122 D1 DETAIL S D2 DETAIL S rVake Forest, NC 27587 ;RIPTION
:R SHEET
4 hl
vi ALAN
04 ~
d N FY PLAN
M
0 b0 hh~
`+~J ryr~ AND PROFILE
v p~
^V` W AND PROFILE

W IL SHEET
`{J A~ W ~N
IL SHEET
O
W
!~M
0 U 919-562-8860
Q
c
oa~e:
Rev~s~o~ Dare:
U Job Number: 05017 17
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as