20040911 Ver 1_Site Plan_20040604

U ST UCTION TO BE IN ACCORDANCE WITH THE TOWN OF WAKE FOREST STA ALL CON R BEST STANDARDS AND SPECIFICATIONS IT's THE LAW:
AS OF JANUARY 1, 1986. NORTH CAROLINA STATE LAW REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
UTILITY EASEMENTS. OR PUBLIC SPACES TO NOTIFY ALl UTILITIES TWO (21 WORKING QAYS PR10R TO
Y ~i DIGGING.
G 0 NOTES:
x z 1. CONTACT NORTH CAROLWA ONE-CALL CENTER
PRIOR TO ANY CONSTRUCTION. (800 632-4949
0 m
HOLDEN FARMS, LP °
DB 1057fr67
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~ ETAINING WALL 250.62 o LANDSCAPE BU 9 54 EIP DSCAPE BU
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/ 10 WIDE CONC. ~ DR i VEW++~J TYP l 1 ~ 1 EXISTING VEGETATION AND NATURAL AREAS SHALL BE PROTECTED , Q a C7
s ~ RETA ~ s 9 °D ' ~ h4' w WALL s ? i 1 ~ TO THE GREATEST EXTENT POSSIBLE AND MINIMUM CLEARING Of ~ ~ N ~
DRAINAGE PUBLIC THE LAND SHALL BE UNDERTAKEN DURING DEVELOPMENT. Q ~ ' ~ 1 LL • I _D1T r ~ ua
, ~ ? I 1 ~ y, _ NOTES: m ~ . . 1 1 O _ ~
+ 2 , . , 1 1 w 1. HOMEOWNERS ASSOGATK)N SHALL BE RESPONSIBLE WR MAINTENANCE V! a C7 ~ w
OF OPEN SPACE, COMMON AREAS AND BUFFERS. Q ~ ~
o ~ R 42.50' . ~ \ 1 O v~ . + ~ L 18.55' 29 `v`i~ ` a • 62 + N ~ x rn h i I 1 V~
D ~ 7~ 2, 1 1 ~ 2. FEE SHALL BE PAID FOR RECREATION AREA. a c ~ X ~,A 1 1 ~ 347 '1 M~ Q
0 RUCTIO CO. IN `~o 30 ~ ~ / J. W HUNTER C NST N ~ < a .N s ~ 5' CONC ~ a k , / ~ 1 1 u ro ~ w mV • I 1 r ~ 3. GARBAGE COLLECTION FOR THE TOWNHOMES SHALL BE BY •
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~ CR o; S 31 \ t TYP) o USE: VACANT ~ •2q; \ a
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Q~ Q •9~ 1 • \ ~L. ~ ti ? ~ ~ • 11111 , , 1 1 , ~ RICHLAI~ HILLS RE DEVELOPMEN' 11,1 ` . t 1 1 ZON : C.U. R-6
° RETAINING ~ ~ ~ ~ 50 e; o ~ ~ se WALL Q \ Q? a a o ~ i ? 1 L, ~ w USE: SWGLE AM1LY RESIDENTIAL
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~ 5~OT.94 PRIVATE ORIVE B \ - ~ _ 92.54' + ; ~ ~ 1 ? ~ l-
° c ~ s g g ' 71+04. RI ATE ORIYE 'C' \ STA L1 ~ ~ m o ~ r_ A ~a ~ 13 90 'sue c s~ ma a~ ~ ~ 1100.00 PR VA DRIV ~ W . , , 1 343 ~S- S88 54 17 E a 1 ~ , ~
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R 8.26 ~ 5• ~ , ~ C8: N • ' ~ I ' ° 3 } , ~ ~ 1 ~ ~ ~ ~ ~
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~ 21.08' . olM + ° a o ~ ~ 1 h ~ , ' ~ 1 ~
a ° 1 1 THESE PLAN ~ 1 1 ~ Y 5 HAVE BEEN APPROVED FOR CONSTRUCTION ~ 1 1 B THE TOWN OF WAKE FOREST.
m ~ ° ~ Q' \ \ ~ ~ a 9g \ \ ~0 15 \ . w 195. ~ 1 + F , 46 ? I 1 n Q
~ o ° ~ R , , \ 5' CONC ~ ~ 4U \ \ to ~ ° P 'lope QO ~ SIDEWALK i fAG , h , / z ~ ,1
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~ ~ - ~ 3 41 ENG [ NEER ING DEPARTMENT DATE ~i
' r\, m N ~ o' ~ ; ti SIDEWALK . , ' r ~ ~ FIRE PREVENTION GATE Z w
~ " ~ 1 ~ ~ ° 42 a'~ , , e ° ~ - O Y ~ 9' 0 ' D f ry ! a
a ~ ROPERT ti ~ s \ v- 2 h m ~ LINE ' 1. r r no a . too FL AS r r n o SUBDIVISION ADMINISTRATOR DATE
L c TYP) 5, ~ se•>> 62' v; ti \ \ ~ 1 9 c~Ja 3 \ ~ CALCULA D B ~ 1 ~ p w , INOT FEW PE ~ r r ~
m ' ~ ELEV. ~ 332. r r ~ / ?p, r p ~ ~ N
0 6 ' ~ CR W o; tih,~ , , 1
a , ~ ~ 1 v v 0 43 ZONING:O&I \ ? ~p~ ~Z , , , ~ h~~~ r ' ~ EX. 2 SAN.
~ PROPERTY ¢ ~ \ \ ~ N o R 25 ~ RICHLAND HILLS REC. CENTER \ \ LI E @ ~ , r SEWER W , ~ 2'~ ~ r BOU 2 .254 (FRAIII I SITE DATA _ ~ ? . ~ J~ ~ ~ r LNCO)
+ 1 I TYP.) N W ' g' 31 0 4~ SITE PLAN APPROVED b ` ? ~s ~ J ` r r 8011 2003. PC. 1556 l WAKE CO )
' v 4 p `04W m, 2002 ~ r r G ~ ~ ~ . , a. PIN
~ ~ ya~~' 3 ; ' "ti , ; W B.O.M. 2003 PG. 23 FCR \ ~ 2 o B.O.M. 2003 PG.128 WCR ~ ~ r a -------------------------.1842-43-5857 ~ \ ~ ? ~ r1 r > OWNER---------------------- CAMCO PROPERTIES, INC. ~
ooaaooooo ~ p pT ro ss c , a o 7910 HOGAN DRIVE s
~L o ~ v 2 4 99 A RES \ t SIDEWALK \ 5106.30 PRIVATE DRIVE ~ ~ r , ~ WAKE FOREST, NC 27587 W c.
L - 2+15.18 PRIVATE DRIVE B ~ \ r , ~ : ~ CONTACT G ~ ~ ~ , ! , - _ DAVID CAMACHO z TELEPHONE /FAX 919,~i56-6842 F' ~ ~ i i ' % a
o . `@. p 46 4 \ Pc q \ `SrR ZONING ~ W
_ 1 . _ _--.24.14 AC, ~ + i i i4 PARCEL SIZE------------------------------------------- a
_ + - ? Ire ~ h ft "~h S ~ 1 o - 1 1 y ` 1 1 ~ AREA------------------------- -----15.7688 AC. y 1 0 ' ..I 1 1 ~ , 1 1 i NUMBER OF UNITS-----------------------------------------------78 L>w
RICHLAND HILLS ) ,Q~ ~ s , \ " ~ N 1 ~ 1 ~ 1 a. 5 c , ' 1 ~ „ PARKING ~ ~~,p'i ? ` ~ SIDE ALK i j ) ~ i; ~ METHOD --------------24JNIT
3+09.23 PRIVATE DRIVE A ; - USE; SINGLE FAMILY RESIpENTIAL R y ~ ~ . ~ Q, ' ~ ,
1+00.00 PRIVATE D I E E ~ ~ W ~ DRyVEWAY tTYPI 1 1 ,<<, ~ 35 1 T {UNDEVEI.OPEp AT THIS TIME) ,;,R R I a + i ~ ~ i i r i~ ' REa'D~------------------------------------------------------1~ k 1 ~ 1 1 ' ~ ,i - 1 ~ V 1 PROVIDED - ~ z •1- f rf ~ Z
° . C ~ R I U ~ 1 ..--i''~ ~ (PARKING SHALL BE ASSIGNED NO WC SPAC ~ ~ ES REa'D~ ~ Q
3 ~ti~ \ ° ~ P B 1C ro ~ 13`a - ~ ~ c~, '1 + _ ^ 3 ; BUILDING SEPARATION a ~ ~L-.
OSSWALK ~ 9pp \ ~ CR ° - ~o 1 t22 TOWNHOUSE HBGHT 30'MAX.~2 STORY) = 1 ' 1 ~ 1 '1 V w I- + ' -,-,.:~z:===~""' SEPARATION REOUIREp_________________________________.30'MIN. C) a V
E ~ '~i~ _ 1 0 62 ; e d o ~ ,~9_. TOWNHOUSE H _ _ _ _ 25 MAX. 2 STORY ~
f~~~ ~29•s'I_.,_.~-- .0o~33'M . -c:. - _ EIGFtI'- I ! ~ ~ - ~ _ • :;=.-T=:; , SEPARATION REQUIRED------- 20' MIN. W ~
+ 90 X 90 SIGHT ~ . 4 - nISTANCE TRIANGLE , ~ ~ - . -
> _ - - , , o - TOTAL DENSITY-------------------------- - Q cr,
- OPEN SPACE: J a
L , - - - 1 1 REOD ------------------------.1,5°l,--S~E_SIT~_-.3.62 AC ~'1 • - . _ _ - ' 1 1 PROVIDED----------------------------------------------. 15.21 /o W
a - _ T ATA - - 1 ? IMPERVIOUS AREA, 27.4% V
° DELTA/BEARING RADIUS LEN./DIST. TANGENT CHORD BEARING CHORD DIST. - - _ _ ~..~s~ ~ 1 1 ZONING CASE # RZ-00-10 j
a 10 40.10 54 105,00 13.64 38.41 S 31 1T 29 W 72.14 6 3 - - X " . ~ '~'`.,'N Ld'S N~: , i~ RICHLAND HILLS 1 ? 1 ~ APPROVED p?'????uu~~oq~o 1218-01 HLAND HILLS ~ ~ ? CARP o'•. Q
02 64°58 15 25.00 28.35 15.92 S 43 41 10 W 26.85 t t \ . i,; i • N • 13 S 19.35' 25"W 32.20 1 ~ l~ ~ PHASE to ~ s0 6 50 16 270.00 32.22 16 ( \ I ~ ~ ~ I I ~ PHASE 1A ~ ~ ~ ~ f • ~ 0 ~ ~ OPEN SPACE ? 0 •.''FES S /py.•~L
' ' ~ B.O.M. 2003 PG.23 FC 4 ° '0 " 770.00 385. T2 197.00 N 82.38'25"W 381.70 I 7 7 2a 42 5 7 D Lwl ~ 2003 PG. 23 FCR ; ~0 4''q ,9 ; LL
" 4 0. 2 ~ ~ n ~ B.O.M. 2003 PG.12S W a 42 54 1 T 630.00 471 • i6 247.56 N 89 44 30 W 6 8 i I , a Q X003 PG.128 WCR ? ~ ; 2 l ~ Q • SERI
~ (rte (r~- ~ ® 19.54'09" 170.00 261.47 135.10 N 87.02'23"W 266.13 14023 ! ~
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obn10400400014004o1_1,dgn 612012004 10:19:22 AM PLOT BY=john

ALL CONSTRlJCT1ON T 0 BE IN ACCORDANCE WITH THE TOWN OF WAKE FOREST STi T IREST STANDARDS AND SPECIFICATIDNS - IT S THE LAW.
a
AS OF JANUARY 1, 1986. NORTH CAROL [NA STATE LAW REQUIRES ANYONE EXCAVATING WITH MECHANICAL
Y EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY
C ALL UT1L[TiES TWO (21 WORKING QAYS PRIOR TO DIGGING.
0 X
Z NOTES: 1 CONTACT NORTH CAROLWA ONE-CALL CENTER
N 0 PRIOR TO ANY CONSTRUCTION. (800) 832.484®
~ 1 ) 1 ~ 1 / i
0 \ 1 i I l r 1\'`~ + 1 f I f l l
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0 Al V11 X111 \'..1t -l / 1 . Al V ~ V~ '1 ~ '"i \ 6~ ~ ~ / `CALCULATED 8 s NK I ? N I / ~ ~ ^ ~ "Y I I N ILI O ~
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\ \ \ \ 1 \ 1 \ \ \ \ 5 _ \ \ X1[1 \ 1 \ • ~ 0339.67' 1 1 1 1 ~ EfR ~ N 1 ; 0 \ , , I 1 ~
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~ / ; ~ ~ n7 1. I I i ~ 1 1 ~ ~ ~ 1 ~ a- , v r / i i / ~ l \ 1 / 1 1 \ ? ` 'Y \ ~ l~ / / / 1 / / W M 1 N I n ~ 1 l I I I I I ) / 1 Ill`.1 ~ \ 1. 1 1\\~` , ALCUL D e I ~ r ~ 1 ~ TO TOWN PRIOR TO ODINSTRUCTiQN OF THE RETAIN
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jobs\04034000\4034e3 i.dgn 6/29/2004 10:18:54 AM PLOT BY=john z

i _ _ ~ _ .
TIONS T TANDARDS AND SPECIFICA ES S
OWN OF WAKE FOREST STA11 ORDANCE WITH THE T CTI4N T4 BE IN ACC ALL CONSTRU
T D
N C C eke Forest Std.) 29A. CURB INLET (Wake Forest Std.) 21. CURB INLET i1N
m USING SCS METHOD) 11. YARD INLETiGRATE INLET (Ownara Choice r 1. 7Y RCP W/NCDOT HEADWALL I DA= 0.1 AC DA= 0.1 AC
A = 85.2 AC DA = 0.2 AC D 0.5 C = 0.7 C = 0.8
° C_ x HYD. L = 3000 LF n0 = 7.22 Ud4iR 110 = 7.?2 INMR
Z G % SLOPES = 7% 110 = 7.22 INMR AV 010 = 0.7 CFS ~ = OS ~ 410 = 0.6 CFS
a CN = 66 0.5 FT 410 (TOTAL) = 3A CFS 010(TOTAL) 0 8.6 CFS
m HW10 010 = 132.2 CFS - HW10 = 1.9 FT MWIO = 1.1 FT
° _ CFS TOP OF SLAB - 374.50 } Q25 173 2 - TOP = 36'1.60 TOP = 342.66
INLET - 373A (Y.IrGRATE) Q100 = 24fi.7 CFS INLET = 861.0 INLET = 342.56
a = 41 FT INVERT = 360.0 HW10 WVERT IN ¦ 363.0 iNVER7' IN a 337.50
D HW25 ® 6.5 FT INVERT OUT = 350.78 INVERT OUT = 337.28
12. YARD INLETiGRATE TOP (Owners Chaioa HW100 = 7.2 FT n
~ = 3 9.00' DA = 0.1 AC ,N wV 2 30. 16' FES 7 N ono f~ 41
C = 0.5 E 110 = 7.22 1 410 = 3A CFS 2 N
a Q1 = 21 CFS ~ ~ Q O ,Z
CDOT HEADWALL 010 = 0.4 GFS ° 2. 7Y RCP WiN S = 1.0% ~ a
= 22 CFS 010 (TOTAL)= 1.10 F 01Q 13 0 ° W V10 = 6A FrS V ~ ~ ~ a
a = 0.95% HW'10 = 0.6 FT 9 SPREADER OVER SIZED) BEYOND vRP W x ~ usE 50' RIP-RAP ( W ~ °
TOP OF SLAB = 365.0 V10 = 12.9 FlS = FT FROM FES TO BEGINNING OF SPREADER) ~ ~ L u ( W pS Y
° INLET = 363.5 (Y.I~GRATEJ L USE NCDOT CLASS U RIP-RAP a x INVERT = 359.5 w=14 Fr z~ Z xp
i (SEE SHT. C4.2 FOR STILLING BASIN DESIGNI C B" RIP-RAP 18' DEEP 1W ~ ~ USE NCDOT LASS I j,l.. ~
s wVERT = 327.90' GEOTEXTILE FABRIC BASE ~ N ~
13. YARD INLETiGRATE TOP (owners ChoiaJ - INVERT - 337.00 •O~+° h
TOP Owners Choice( DA = 0.1 AC .0 3. YARD INLETrGRATE W~4.~L1 NWQw
DA= 0.2 AC C = 0.6 0
= 0.5 110 = 7.22 N C 2 a~~ NLET eke Forest Std.) 31. CURB INLET (Wake Forest Std.) ' ~ i T 23. CURB I (VII ~ , o
Q10 = 0.4 CFS 110 = 7.221NMR DA = 0.4 AC DA ° OA AC • ~ N ~
010 (TOTAL) = 1.5 CFS 010 = 0.7 CFS ~(3QNW C=0.7 C=0.7 Q°
° = 0.4 FT HW10 = 0.7 FT HWIO no = 7.22 INMR ° no = 7.22 1NMR ~ ~ ~
_3 CO C. SLAB = 378.5 TOP OF SLAB = 3 . TOP N 410 = 20 CFS J ~ ~
t .IiGRATEI INLET = 362.50 IY.IiGRATE) L INLET = 377 IY 410 = 2.0 CFS _~~m
INVERT = 358.50 a INVERT = 373.0 HW10 = 0.8 FT HYY10 = 0.8 FT ~ T w ~ TOP = 337.75 ? Z
OP = 360.30 w ° w ~ T ~ a (7 ~ _ _ z
L 14. YARD INLETiCRATE TOP (Owner's Choice WLET = 359.80 uaLET - 337.25 Q ~ ° ~ wvERT = 33250 ~ ~ w =
~ 4. YARD INLETiGRATE TOP (Owners Choice) DA = 0.1 A DA= 0.1 AC INVERT = 353.23 o u, ~ . ;
° _ C = 0.5 C - 0.5 ~gJ~ m
~ n0 = 7.22 INMR 110 = 7.22 INMR ~ 24. t5' FES 32 CURB INLET (Wake Forest Std.)
010 = 0.4 CFS i 010 = 0.4 CFS n1o = 20 cFS DA = 0.3 Ac j
010 (TOTAL) = 1.8 CFS 0 0,10 (TOTAL) = 1.1 CFS m 41= 1.3 CFS
° HW10 = 0.8 FT a HWIO = 0.6 FT s = 1a% no = 7.22 INMR
o TOP OF SLAB = 363.0. } TOP CONC. SLAB = 377.5 Y10 = 5.0 FiS 410 = 1.6 CFS
T INLET a 361.50 (Y.I~GRATE) USE 55` RIP-RAP SPREADER (OVER SIZED) BEYOND VRP
L wLET - 37s.o (Yd~GRATE) INVERT = 357.50 wVERT = 371.5 P ~ 410 (TOTAL) = 3.5 CFS i L = 12 FT (FROM FES TO BEGINNING OF S READ ) NW10 = 1.1 FT
° w ° ~ ~ TOP = 335.70 ~
° Forest Std. 16. CURB INLET (Wako Forest Std.) USE NCDOT CLASS 'B' RIP-RAP 18' DEEP VW WLET = 335.20
6. CURB WLET (Wale 1 DA= 0.3 AC DA= 0.1 AC GEQTEXTILE FABRIC BASE INVERT = 330A0 ~
° _ > C - 0.8 ° C = 0.6 WVERT = I z
° i Q N_
n0 = 7.22 INMR a 33. ~'1 FES ~ ~ ? la u
~ Q10 = 1.3 CFS Q14 = 0.6 CFS HW10 = 0.5 FT 410 = 3.5 CFS ~ 25. CURB INLET (Wake Forest Std.) ! N
° 010 (TOTAL) = 2A CFS DA = 0.6 AC S = ~ w
= 0 8 FT TOP = 377.50 E HW10 V10 = 6.165 ~ C = 0.76
TOP = 318.3 INLET = 317.0 0 USE TYPE B SILTiSCOUR BASIN (DLSHARGE TO DELTA~RAT AREA) no = 7.22 IN1W
E WLET = 371.5 INVERT = 359.0 L 0 B = 4FT 410 = 27 CFS
v- WVERT = 871.0 T 18. YARD INLELGRATE TOP (Owners Choice o HWIO = 1A FT D - 1 FT
0 TOP = 346.1 W = 4 FT :
CURB wLET eke Forest Std) DA = 0.1 AC - B. (W C = 0.5 d= 0.6 FT WLET = 316.6 Z
v pA= 0.2 AC US CLASS 'B' RIP-RAP 18' DEEP W/ wy~ = eq~o E NCDOT
° C = 0.6 110 = 7.22 INMR U GEOTEXTILE FABRIC BASE m ~ W
110 - 7Z2 wMR 010 - OA CF 0 2L CURB BIILET Forest Std.) INVERT = 330A ~ z ~ (wake ~ 3
Q10 = OA CFS HW10 = OA FT TOP OF SLAB = 867 DA = O.Z AC ~ N ~ ~ ~a
010 (TOTAL) = 8.3 CFS a INLET = 366.0 (Y.IrGRATE = 0.75 C~Z x C V T
HWIO = 1.1 FT INVERT = 36'1.20 U n0 - 7.1Z BWIIR
TOP = 372.00 ° 410 = 1.1 CFS
INLET = 371.5 ° _ ~a 410 (TOTAL) - 3.8 CFS ~u J
NVERT = x,48 fl. YARD INLELGIWTE TOP (Owners Choiq m CHEDULE a rA IIw1o = 1s FT ~ c ~
DA = 0.1 ° TOP = 344.80 1 TO Z 116 LF 72' RCP f~0.96% N
7. CURB INLET (Wake Forest Std.( C 0 3 4 64.51 LF ~i' RCP ~ INLET = 944.30 TO X2.33%
110 = 7?2 DA ~ N11 • o ~ ~ 4 INVERT = 341.00 4 TO 6 27.81 LF ~i RCP (?1.79 h Z
° 010 = OA o ~ o ca 6 TO 6 124.85 LF 15 RCP @3.62% ~ ~ W
010 (TOTAL) = 3.3 CFS HW10 = L1 FT 0 6 TO 1 68.14 LF 15' RCP Q3.58% m N Q
N ~ _ HW10 = L1 7 TO 8 103.52 LF 15' RCP Q3.97% ~ ~
o TOP OF SLAB = 64. a INLET = 369:10 27. 16 FES ~ _ ~ ~ 8 TO 8 68.51 LF 15' RCP Q2.?2%
° = 3640 INLET = 363.0 (Y.IiGRATE) N WVERT ~ = 24 ~ 8 TO ~ 74.00 LF 15' RCP (?'1.69'/0
° INVERT IN (15) = 358.50 L F
eke Forest Std.) INVERT W (14 & 161= 357.20 8. CURB WLEi (W S = r TO 12 18.05 LF 15' RCP (812.62% ~ _ ~ ~ 12 TO 13 61.34 LF 15' RCP QL63%
INVERT OUT = 357.20 ° DA= 0.1 AC r W
a C = 0.6 USE 80' RIPNtAP SPREADFA (01181 S®) ~0~ ~ 18 TO 14 61.34 LF 16 RCP t(~'1.63% z
m ° _ ~ ~R 18 YARD INLETiGRATE TOP (Owners Choice L 7 L = 12 FT (FROY FES TO BEtBBNWC OF SPREADER1 K TO 17 21.86 LF 15' RCP 01.37% 16 TO 11 31.76 LF 15' RCP fg13.15%
010 = 0.7 CFS DA = 0.1 W = 14 FT c
~ C = 0.6 0'10 (TOTAL) = 4.0 CFS USE NCDOT CLASS 'B' RIP-ItAP 18' D~ YW 16 TO 17 64.50 LF 15' RCP t~6.Z0% ~
no = 7.22 m HW10 = 1.3 FT FABRIC BASE t1 TO 18 47.83 LF 15' RCP Q2.93% ~ GEOTEXTILE ~ to ~
't 010 = 0.4 CFS TOP = 3fi5.95 INVERT = 340.70 ~ TO 19 46.48 LF RCP Q1A8% W
T 010 (TOTALI = 3.7 WLET = 365.45 18 TO 20 83.47 LF 18' RCP (811.18% E- 2
a 20 TO 21 85.E LF 19' rtCP @1.11% ~ W
° MNVEITT = 360.30 HW10 = 1.2 a TOP OF SLAB = 361 21 TO 22 78.16 LF '18" RCP Q1.00'!. d ~ Q
° INLET = 359J7 (Y.I~GRA 28. CURB INLET (Wale Forest Std.) 23 TO 24 6200 LF 15• RCP Qi.18% J ~ ~
L 9. YARD WLETiGRATE TOP (Owners Ghoica) _ 25 TO 26 61A3 LF 15' RCP X0.98% J a, 0 DA - OA AC
° DA = N41 INVERT = 355.80 a 26 TO 21 44.00 LF 'L'"i' RCP l~0.68% _ C - 0.75 0 CI .,r
~ 010 = 4.0 CFS n0 = 7.22 W~HR 28 TO 29 ?252 LF 15' RCP ig11.33 h 0 U z
= 1.3 FT 19. CURB INLET (Wake Forest Std. HWIO 010 = 22 CFS 29 TO 29A 17.00 LF 15 RCP x'1.76% z ~ ~2 ~
TOP OF SLAB = 385.6 DA = 0.7 AC a • 0 0 Q10 (TOTAL) = 3.8 CFS 29A TO 30 28.00 LF 15 RCP X1.00 ti Q ~
° WLET = 364.0 IY.IrGRATq C = 0. ° 3 WVERT w = 359.00 110 = 7.22 u+>~IR = 31 TO 32 51.89 LF 15' RCP 04.05% = V ~ I"' 1IW10
0 TOP = 31271 32 TO 39 28.00 LF 15 RCP X1.43% s
WVERT OUT = 351.25 010 = 3.0 CFS E Q10(TOTAL) = 6.1 CFS - W ~ oc INLET - 342.21
E W ~ WVERT = 338.10 I- LL E"
° 10. 15' FES HW10 = 1.6 FT TOP = 359.77 Q ~ Lj Y/
- Q10 = 4A INLET = 359.21 J cc W 0 Z
01 = 2.4 CFS INVERT IN = 355.30 29. CURB INLET (Wake Forest Stda ~
S = 1.92'/0 THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION W DA = 0.1 AC BY TI1E TOWN OF WAKE FOREST. C
~ V10 = 7.1 FrS INVERT OUT = 354.50 C = 0.8 s
USE 60' RIP-RAP SPREADER (OVER n0 = 7.22 WMR
° L = 30 FT (TO BEGINNING OF SPREADER) 20. CURB INLET (Wake Forest Std. c PUBLIC WORKS AND UTILITIES DATE - F onep00 Q10 - 0.6 C S Noe
x W = 12 FT DA = Q.3 CA ti tL _ RO ti 410 (TOTAL) - 28 CFS ENGINEERING DEPARTIENT DATE ~ l G
USE NCDOT CLASS 'B' RIP-RAP 18' DEEP VIV C = 0.6 HWIO- 1.0 FT • ipE y,y.
GEOTEXTILE FABRIC BASE n0 = 7.22 R : Q q, D TOP = 34271 F [ RE PREVENTION DATE • 2~ l ~ ; W
_ . 0 Q10 = 1.3 CFS INVERT - 350 0 ° EAl urLET = 342.21 14023 V?
Q10(TOTAL) = 8.0 CF ° = 337.80 SU80lVISION ADMINISTRATOR DATE ~ J~~ Q
uunn = 1 a FT INVERT ~~.s
TOP = 359.30 0 N 7u ('R LL w
INLET = ZX ~wav~? W w 4 M 0
INVERT = 354.0 ti = ~ l0 y
a C2 o~
m 0
0 0
8L z
D~1040~40~914034~3 6,dgn 6/29/2004 90;16; 06 AM PLOT BY=john

E WITH THE TOWN F WAKE FOREST STI ALL CONSTRUCTION TO BE IN ACCORDANC CREST STANDARDS AND SPECIFICATIONS
BRASS NIPPLE
T 3/4"x3" (TYPICAL)
BRASS PLUG
a o Y ' 0 0
~ ^ C NOTES ® 1, TAPS MADE ON PVC SHALL BE
0 x " MADE BY USING A TAPPING SADDLE,
z O o TAPS MADE ON DUCTILE IRON
~ ~ m o CAN BE EITHER DIRECT OR WITH A TAPPING SADDLE AS APPLICABLE
m BRASS NIPPLE AND ALLOWED BY PIPE
o + "F'~~" MANUFACTURER,
1.3/4" & 1" MAY BE TAPPED DIRECTLY
0 ON DIP BUT i-U4" THRU 1" SHALL BE TAPPED USING A SADDLE
w ,n.; a d ~r n;~. o , ~~i r, C I.N.. i+ a 78fiD„ ~ r 7 ~ , , ~ , i t r~+ w SEE DETNL 4,8.
f ' ~ j7.[~s 'Ax,i: ~9~'~. ~ r7..f~..'~~`~'1 ~~.i:,, ~ to r~~~}'A~~~~. + t
- [cCwi'r- ~N: Tt ~ k k# k A kti ..~y1.~. .-11+?AI. ..~1 l ..~C~1 -~F~ .N 'r -P V"" ! i ~ ~.~i d ly„~3 'i F c l-. .L ~."Vr ~.~~y - BRASS N~PLE ~ n "F"x6" ITYPICAU V °
E ~ ~ . ` r;,"7 ~ ~r~>:..*c'~ ~ ~ -a;-rp- ~ 'cam N, -5 ,,y -"~"k d^0. R~.~,~,. i. m". '.,r . ~1'~ ~~l+Y 1ti .~NA 1~.1 iTW/~ .Y~l~`tlq~.~ m N Ono
n Y ,~v~, .",~v ~F~ {r, ~ . ~'~4 4'~d5~r ~~l Irs"~ ~ fw. t :a; .Y,~ 'V' <xtr'fi.'V~ .''4^~" c$~l 10 ~ QN
T? ~ -4 .1.. is ~ fr ;3.. Q ~ ~ CURB STOP ~
~ qq/~ , ~ Q SIZE "F" INSTALLED Z
m GRADE 3 6 MIN. ~ ~ ~ 4 W A YN.YE BOX v/ ~ ~ ~ O O ~
N' ! ABQ TOP DF PIPE• B r a. a CORPORATION w ~ p
a • GRADE 3 - 6 YIN. cocK W z
~ ABOYE TOP OF PIPE. B • ~ Rt N ~d ~a_ r MALLEABLE wo w MALLEABLE BRASS TEE z Z a
- ~ • ti~~. (TYPICAU S u " z .Q (TYPICAL) SIZE F x Z ~ ,y W ~
~ ;I _ _ , .~y: . ~-a" 1 -D LLI F~ ~ a ~n~
'o MI ~ ~meM- SERVICE , ~ ~ ~
+ r ~ BRASS NIPPLE LINE TYPE K ~ ro ~
r 'i: . + t``~ MI N ~3~ - 'F"x6 tTYPICN.> SOFT COPPER W BALLAST MAX. ro N ~ c
~ n 4r~~. w ~ < ` STDNE 1 Q of WATER MNN b ~
+ • • 0 0 0 0 ~ ~J
o ~ ~ SECTION L ~ f. y . 0 T EXISTING SLOPE qq a O BRASS EE METERED SIZE F u I qKt w
+ • '3 V • ~ SECTION ~ u Z N ~ 3/4"x"F'x"F SERVICES (I,O.) FILTER FABRIC 4 O ~ CLASS 1 R1P-RA pOC Q
pTH ~ VARIES ~ -,i a u ~ y~ 0 11'20 2 ~ ~
o ! 2500 PSI CONCRETE TFIE?'~H wl o CLASS 8 REQUIBEp J~'-~W
a ( N?DTH _ PLAN 2500 PSt CONCRETE rat:NCI+ .5-10 11/2" ~ ~ rn ypj.E. LEVEL SPREADER SHALL BE CONSIRUCTEO SO THAT THE TOP OF THE LEVEL = ~ o;~ SPREADER IS AT APPROXIMATELY THE SAME ELEVATION ACROSS THE ENTIRE ~ J 2
s + CLASS 8 REQUIRED 4 i" LENGTH OF THE LEVEL SPREADER. ENDS OF THE LEVEL SPREADER SHALL TIE INTO ~ 0. ~ w EXISTING GRADE SO THAT STORMWATER FLOW [S FORCED THROUGH AND OVER THE ~ Z
T ' PLAN ° 2 3/4" LEVEL SPREADER. NOT AROUND THE ENDS OF THE SPREADER. ~ ~ ~ t o>
c ° + U
m. ~x 3, Meter shall be arranged, lowest address to RIP RAP LEVEL SPREADER DETAIL ~ ~ ~ ~
m~ highest from left to nght facing gang •
0 meter assembly. NTS
o 0 4. Meter box is not to be located n i ~ }
°I o t easements as halt or concete vement, ~ ~ m ® Exception maybe located in above areas
T~ i using Meter Box MBXSA detail X4,22
m 0 o with opprovol by Town Engineer,
L FOR METER BOX NSTALLATION i
0 l SEE STANDNiO WATER SERVICE
0 C INSTALLATION DETNL.
L ~ , > '
~ ° F b~ F 'r' 2
T WN OF WAKE FOREST ~ 0 ~ F WAKE FOREST ° ~ TOWN OF OF WAKE FOREST ~ Z TOWN
L ~ TA 11 a SCAtEt DETAIL • SCALEt DE IL SCALE: DETNL • ~ iM ~
~ ~ ' V I ! U R N BL CKING TT c E 4.1 T LIE 0 N osu YP WA E o T m O K NG T 4. z C N scuE B L o To . WATER L N TYP NG METER N T GALE 4. 9 is W STANDARD GA oT o s 2 F
~ 0 i : 511EET +n 0 1 /4 BEND DA E 11 ~ ~ END DATE: SHEET In ~ 1/2 M LY DETAIL DATE: SHEET ~ y ASSE B
zz L ~ ~ 11-1- 1 ~ 1 F T REY. 11-1-99 1 OF 1 Cda ~ Rev, s-18-o2 1 aF ~ ! v USE WITH STMpN2D SPECfICATIDHS ONLY . ~.a i
° II TH TAND SPECIFICATIONS ONLY REY 99 USE UITN STANDARD SPECI ICA 10115 OILY E USE I S ARp - - ,^Peri ~ ?a;~~.~~ -~r-~ ~~,~x~, v - - - _r, . L
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N ~ WJJ m4 FL O D>O WWN z aa~ w., J + aww z ~ TEE DIAYEIER ~`.~1' :"fir..: ; ~ :MIDIN` ~ ~ CLASS 9 REQUIRED
W In mF-1 11I ~zZ ALL-THREAD 5; i, F•.: ~ ~ P.,r_ e t : ~ STEEL ROD (CUT TO ~ ~ 7 ~,:b Q ~ 4 ;-1 ,O- Z tea..
o wuw.~ >a >o a m Ewa m ZWI- • • Q ~ 6" ~ ~ Y`+~~ 6 ;~-r~ O" 1 t~ An z~ ~ 6, PLAN p Q LENGTH( ~r~ax ~ 3 ~1? ::1e~ s 1 ~.~in 2{,~8
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a ADJUST FLUS _ E aN 3 Q o STANDARD MAN HOLE FRAM
t J ~ o Q ~ GENERAL NOTES n NEW ASPHALT AND COVER v O m = ;k I~ NGTES ROD REOUIREI~ENTS W . r
L J Ei- T. ONCE INSTALLED ww ,INSTALLED AND TIGHT. THE STEEL RODS A1~ RvICE S!Z NO. OF RCS to ~ ~
~ o > ~ a°w o az ~ T H 0 3 ~ = n. ~ O BOL S S ALL BE C( 'S SHALL BE COATED IEITH 2 COATS OF 4. 2 J ~ ~
T o o+- ~ v w a a ~ 81iUY1N0U5 BASE F ~ ~ . • ~ ~ ~ a a ~H ~ O WINOUS BASE PAINT. 6' 2 - d ~
o ~ w ° m . S . ~ a ~ ~ ~ z o m u 2. SEE STANDARD DETI STANDARD DETAIL X1.5 g ~1 THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKE FOREST.
c • ~ n. ~ ~ ° ¢ ' Q to rn . y ~x w w a v H~ Z a ~ 3. CONCRETE SHALL NI 12 ~ Q ~ ;RETE SHALL NOT CONTACT BOLTS OR ENDS
~ a < a~ v1~ OF MECHANICAL F11 n . t F- U ~ Z ~ -a 1b 6 Z z ECHANICAL FITTINGS. ~ Z
° ~ w tom, w r--~ ~1. 2500 P.5.1. CONCF r .s 2, b PUBLIC WORKS AND UTILITIES DATE I P.S.I. CONCRETE REOUIRED• Q
3 PRECAST CONC. SPACER w o Q= w 3 ° (DONUT R[NGS) OR ~ 3 ~ U W I-- 2
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o ~ J I- ~ E - ~ 3 ~ ~
o ; HIMNEY NOT TO EXCEED 12 ~ Z ~ ~ w • OWU z ~ ~ ~W FIRE PREVENTION DATE ~ W ~
N COMPACTED BACKFILL • + ~ W W W W - ' • tnSX ~ a F- SUBDIYIS[ON ADMINISTRATOR DATE a ~ ~
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~ SCALES DETAIL i SCALEi DETAIL R SCALEi DEVIL r SCALES DETAIL r F- , , Q TYP. WATER LINE BLACKING q.4
- • RESTI W OFF FOR TT 4.~2 T B L O No o scuE SD AND NOT To scuE 3.2 6 . MANHOL TYP VALVE 4 . NDT TO SCALE R TRAINED TE NOT TO SCALE 9 ES o W
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jabs\04034000\DETAIL 7.dgn 6/29/2004 2:06:39 PM PLOT BY=john

~
AI.L CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF WAKE FOREST STA REST STANDARDS AND SPECIFICATIQNS IT`S THE LAW[
d AS OF JANUARY 1, 1986, NORTH CAROL [NA STATE LAW
T N REQUIRES ANYONE EXCAVATING WITH MECHANICAL EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
C C N UTILITY EASEMENTS. OR PUBLIC SPACES TO NOTIFY ALL UT[L1T[ES TWO (21 WORKING DAYS PRIOR TO
Y D1GG[NG.
C 0 NOTES:
x z 1. CONTACT NORTH CAROLWA ONE-CALL CENTER
PRIOR TO ANY CONSTRUCTION. (B00) 632-4949
0 m
w HOLDEN FARMS, LP 0
+ DB 1057/567
SIP s a 45' 3 E EI P " ZONWG: AR S 8T 40 4T E EIP
~ 1 6.64 S es• ~ USE: VACANT 82.29 02 24 E , "
' 5883531E ElP o ~ t 142.39 ElP
' ETAINING WALL 250.62 , S 8T•35'40'E 289.64 E~P
~I LAMDSCApE BU ~ t ~ - IDSCAPE BUFFER r
~E ~ r 61 L N ~ - ~n
P , i r ~ ~ ~ r f wo QN E
~ , t ~ t ~ ° N ' \ z ~ r r \ ~
~ 71 70 3 ~ ~ N 72 r' r WETLANDS 1409 GROUP ~ Q
v t 75 ~ ~ r \ v! Q J L ~ 34 0 D
N t t ~ i m N '~5.86i m ~ ' JUL 01 2004 ~ ~ a ~ ~ r W
~ 69 a ` x / o - r ~ • ~ , ~r W ~
N N ~ \ 10.4' , ~ ` 6s ~ r SECTION a ~ r , WATER QUALITY W
~ o N ~ ? \ , ( z ~C a 1 I ~ O ? h T
~ 3 ' STA EoUAL I TY = ~ I o, • W - ~ z v 67 , • i I ~ ~ - • cti
n w tWi 60. ~•9 , o _ Rci .o N ` , 1n W ti 36 ~q 57.18_ . 5+06.50 PRIVATE DRIVE ,C• ( I , ~ N ~ W N n ~ 3.49 PRIVATE DRIVE 0 I 1 ~ W°°m
, ' ~ 1 1 yl • Q 4
1 p W 'a ~ 10o YR. FL as ~ ICI N ~
65 ` CALCULATED B ~ NK ~ ~ ^ Q ~ c
/ 1 NOT FENA MAPP 1 I I 3 4 S NOTE: µr 4~ C ' ~ LEV. = 332.39 I 1 ~ ~ C
~ 4 , t0 wroE CONC. ' ~ ~ EXISTING VEGETATION AND NATURAL. AREAS SHALL BE PROTECTED ~ c3 ~
r .aa' ' . ^~°~P~~~ RETA zo ~ ~ ~ , s / / ' ~ y~~~ w ' WALL & 6 ~ w s DRIYEWA'f1,tTYP1 ~ , , , A Q N w , ~ ~ TO THE GREATEST EXTENT POSSIBLE AND MINIMUM CLEARING OF
T / ~ I ORAINgGE I'UBIIC TH LAND SHALL BE UNDERTAKEN DURINQ DEVELOPMENT. ~ ~ ~
/ / , v ~ ~ I 76 79 ~ AX,6 ~ o / , ~ i m , , 78 R ' ' 1 ~ ~ -.i 1 I - J ~ -
D ~ ~ 26 ~ ~ ~ ~ ~ 3 / ~ ~ P s ~ ~ 1 , a NOTES: _
1 I u~ 1. HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTENANCE a C7 ~ ~ ~ -z^ ~ I II OF OPEN SPACE, COMMON AREAS AND BUFFERS. ~ ~ O
ti ~ S , , , O CR .0 R 18.55' ~ qH ` + r
29 `,s ~ o ~ 1 . I m ~ 2. FEE SHALL BE PAID FOR RECREATION AREA. a ~ it
° CO STRUCTION CO., IN ~o ~ ~ ' ' M ~ J. W. HUNTER N ~ ~ ~ a r a2 1 , , w M M W a 347 / 2 t I w W
` I , , ' ~ 3. GARBAGE COLLECTION FOR THE TOWNHOMES SHALL BE BY • BO ~1 I ?fi ~ ~ ROLL-0UT CARTS
o ZONING: R5 K°~ R 15' ~ t SIDEWALK ' o , y ~ s ~ 31 ~ (rYP) ~ CR \ \ t ~ ' C ,
USE: VACANT eoe 's ~ •2y; ~ ~ , 59 I I ~ 4. AUIIING WALL TYPE TO BE DETERMINED BY OWNER. DESIGN TO BE ~ ~ t 1 ~n ~ - - , -
~ \ ~ 0 h 1 0 - cR 32 ~ ~ ti 1 ' o / " ~ 1 1 In GINEERED BY PROFESSLONAL STRUCTURAL ENGINEER. ~ ~ ~ 1 ~
L 16' ~ ~ \ ~ 1 1 , ~ ~ 1 ' 1 ~
, / ~ , N I ,
a 5 b. S p. A o (11 ~ e1 0 E a ~ ~ x 2 34 ~ n. s' ~ ~ w I t ~ RIGHLAND HILLS RE DEVElOPMEN
~ RETAINING ~ s° ~ ..--'."1.,> 50 ~ , ~ I i ZON : C.U. R-6 ~
e ; a ~ WALL a Q? ~ 35 ~ . , ~ °o ~ ? i 3 ~ USE: SINGLE AMILY RESIDENTIAL ~ a~+ti ~ in o 21 , ~ ' I S s?• t ~ 'y~
m 25 ~ a~ , , 0 ? , , t , - - ' ~ 1 i ) ;
o ti 0 ~ • _ z
0 ' i t o~? ' 57 1 ' ' ~ ; ; ~ >
~ 23 ~ a in h oti~ s ~ 100, FL000 ~ 52 ~ N \ ~ 2a n hp x ~ CA CIr1LATE0 BY NK
~ O 22 y oo ~ ~ ~ ~ l FEMA MAP ED i ~ cv ~ ^ 0 •a o- d ~ - 332.9 2ib0 ~ t I , ! N
L ~ RFr ti 9., O~ ~ x~, \ ~ ~ ' 27.79' 27.79' Cc . ~ i I ~ w JV , 1 1 ~P b ! O
E lilt ` 0 , ~O ©O R _ 500.00 ~p~ t ~ • L N ~ X 18' C , O l a/. j4 ~ ~ PC = i+73.78 • ~$E 50 F6k I 1 y , .h ! = i+73.78 F~ , I I P~ ~
; 10' WIDE CONC. ~ xo ~ y ~ ONC. PAD ti 9 y2, h O 6.~ ' i T ~ DRIVEWAY (TYP) p , (TYP) ~o,a~1.o C ` ~ • 3O' 1 I ` ~0 ~ W
o ~ 39.2' t?6 t ~ + 5 C 5' C m a ~ ~ ' ' 1 ' S.4 ~ ~ ~ . apNS. t~' 1 t a
SIDEW ~ ~ ~ ~ 1 i ` D - - ~ 92.5,' , ? . , 3 4 3
- hxti2. asst 35 ~ 5+07,94 PRIVATE DRIYE B ` ti---•~~ ° ~ ~ \ s ~ 71f0 . RI ATE DRIVE "C" ~ ST; ALITY = ~ N g0 ,s Sao s?n_ 0 ~ ` , 100. ?RIYATE DR ~ 588.51' 17 E a ' 1 ~
$ ~3 ' ,,pc a ~ 1+42.50 PRIVATE DRIVE b' , s- ~ t ~ 0 D 4,o I I ' Z C ~ ~ 1 1
o X00.00 VATE RIVE A + ~ ~ e' ~ ~
INTERSECTION QF ~ ? , ~ \ \ ~ ~ ~ FUTURE ROAD 12 W v j 9 , ` ` ~ ' ~ I t ~ Z Z
00.00 ' , 17.04 ~ 1 1 ` ~ 3 } 1 ~ 1 t 7 ~ ~
DD ~ , ~ sa r .,o 17 s~° ~ o ~ , i ~ ' S3 54 55 ~ 1 I o
D 18, 2 11 ° ~ 1 , v 3 21 02 e ~ a ~ ~ , D q 21.09' , °,o ~ 342 i
~ 16 o ~ , ~ i I ~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ~ 1 BY THE TOWN OF WAKE FOREST. a
L O Jam- ~ ~ \ \ ~.p~ v N Q ~ ~ y0 / 1 f 195 I i h-
~ o ~ 15 40 9 ` ` ' F , ~ o ~ R , r \ 5' CONC ~ ' ` ` ,
+ u P L Io00 0 QO SIDEWALK ' r ~ ~G h o D ~ zs o ~ , cR 0 RETAINING ~ ` ~ ~ ~ti,~ ~ ~ h z + ' PUBLIC W N ~ ~ ORKS AND UTILITIES OATE W ,r~1' <v ~ ? 1
1 ~ Q 0 w E 9, 14 , o ~ o ~ 2~'w cR LL P~ sr 41 G j W <v ~ , ~ I ' c.
o ° ~ 1 ~ 8, 6 v ~ qt ~ ~ ~ ~ r ~ ENGINEERIN o»w H r rr 341 G DEPARTMENT DATE i~
o ~ ~ ~ p 'QS'~ 5' CONC ~ '32 tr ~ ~ ~ m a , ~ a n, r SIDEWALK ~ 42 ` ' r r, FIRE PREVENTION DATE g Z
~ ~ 'A ` _ ° n ~ 4, 0 a ` ~ r
a , ~ ROPERTY ~ N ~ ~s v ~ ~ 100 FL AS , r n o SUBDIVISION ADMINISTRATOR DATE "t ~
N LINE ' ` ~ - m ' o ASS h r ti 2 i' 4S ~ m (TYP 1 1 O ~ s6B, .sz, ~ ~ . r CALCULA D 8 ~ I r ~ ~
w ' ~ 8 e o cR ° a . INOT FEMA PE rr r ~ ~ ~ ELEV. = 332. r
U~ ' 7 G o ~ 3S.Sr. 6 o ~ ~ r ?a' r o
o ~ ~ CR y ~ ~ ~ „'O ' f
a ~ o " 43 1 ZONING:O&I ~ PROPERTY i 5' ~ RICHLAND HILLS REC. CENTER ` , f 1 ~ EX. ' SAN. ~ h r SEWER ~ 1 ~ SITE DATA
m LINE o R~ W 9.3 5 4 SITE PLAN APPROVED ~s ` + 1 TYP,) ' ` ~ ~ ~ ~ r ! BBOM 2003, PC. 15561111AKEEC01COl ~ \ r ~
_ 0~2 4 2 Pp 44 a oo , a ~ ' ' r h
- _ - ~ o you , ' ^ N ~ B.O.M. 2003 PG. 23 FCR ` ~ 3 v, ~ ! - -1842-4d-E1857 y~ OWNER CAMCO PROPERTIES, INC. ~ ~ ~ r - -
~~0 ~ v~y 2 ° ~ Q B.O.M. 2003 PG.128 WCR ~ ~ aooooo , ~ P pj ~ ~ - - > 1 1.9999 ACRES ~ r r ~ . 7910 HOGAN DRIVE h
r ~ ~ / , ~ WAKE FOREST NC 21587 N , ~ r ~ i W C
SIDEWALK 5.106.30 PRIVATE DRIVE ~ " ~ ~ _ - . ~ ~ 2+15.18 PR IYATE DR 1 YE B ~ r r ~ CONTACT DAVID CAMACHO
tee, 0 46 , e L - .SrR a~ Q ~ r , ~ ~ TELEPHQNE /FAX 91;i"b56-6842 ~
a _ - fFl sr Q ~ ~ ' ' ZONING _ R-~i W ~ 1 ; , PARCEL sIZE -2x.14 Ac. a
- _ '22yflSf ~•90~ (u 3s.~s,47 ~a ~ I ti ~ ' 1~, ; , f AREA----------------------------------------------------15.7688 AC. N Q
o D NSF - S0, »o'~ ° ° ` ~ ~ 1 I ' I I r NUMBER OF UNITS-----------------------------------------------a8 J~ o
RICHLAND HILLS . Rly ?Olp~ 9 ~ r ~ , ~ N ~ N 1 v, , ' PARKING l3• ~
ZONED: R-10 = ';:~3 ~ ~ \ ~ 2 L 3+09.23 PRIVATE DRIVE A ?G ~ ~ 1A' W[DE CONC t ' Y ` ~ SIDE A K I I ' ' f,~ ,i ! ?KNIT ~ ~ L , , ~ 1 METHOD '
- USE; SINGLE FAMILY RESIDENTIAL. ~ 1+00.00 PRIVATE DRIVE "E W Q , pR VEWAY (TYP) wCq ~ 35 ~ T, [UNDEVELOPED AT THIS TIME) . R ~ t ' ~ ~ ~ r ~ ; REQ`D~------------------------------------------------------1~ p I ~ I 1 ' ~ ~i PROYIDED --------------------------------------------------.160 V ~
o ; PARKING SHALL ~ ~ I I ~ „ „ ( BE ASSIGNED, NO WC SPACES REQ`Dj Q
~ t~ ~ ~ m y ~ s `t~ ~ r ? I T 3 ~ BUILDING SEPARATION Q ~
~ P e Ic ti ~ 13~~~ 2 ~ C C 'CtROSSWALK ~ e0F ~ ' 8~- ~ ~ TOWNHOUSE H 30' MAX. 2 STORY = V ~ F" 122 EIGHT ( I
~ ` .t~ Srt° CR E C f ` . ~ l y. nIIpp V ~ SEPARATION REQUIRED---------------------------------.30'MIN. -
~ 62 6 ~ n D ° LSWl1L5 12~6A - 25' MAX. (2 STORY) ~ $ ~ 129.6A_~,.;. X33"w - ~ TOWNHOUSE HEIGHT-------------------- ~ - - s3 00 _ - 5 _ \ SEPARATION REQUIRED--------------------------------- 20` MIN. W ~
90 X 90 SIGHT M ~ - 4 -'---------i~----~"---------'
- nISTANCE TRIANGLE ro ~ _ _ " k - - _ _ - ~ TOTAL DENSI - _ 5.84~duEac a 0
. _ • spy' - ` ? ~ " _ ~ OPEN SPACE: ~ W o
- _;~:-~-I t REQ'D ------------------------15.°lR_S2E_S1T~._-. 3.62 AC _ t 1 15.21% ~
L _ - QATA • . - - -p-="'' t IMPERVIOUS AREA: 27.4% ~ V
~ DELTA/BEARING RADIUS LEN?DIST, TANGENT CHORD BEARING CH D D - • ~ ~ i ZONING CASE # RZ-00-10
~ . " 38.41 S 31'11'29"II T2.1~ ~ r --------r=--t`. ~I i" -_.f,.,, a t~ 40 10 54 105.00 13.64 6 3 ~ ~ ? ~ APPROVED ~~'o~u~u"•''~~, 1218-01 ~
. ,i ~ ' •~,i~"=-:~- RICHLIIND HILLS m 2 64°58'15" 25.00 26.35 15.92 S 43 41'10'V 26.85 '1 i ~iU1ND HILLS ~ ~ ~ ~Q~O oi~ 0 1 ~ l PHASE 1A , ~ ~ t + ~ r S S ~
o ° ` " T ,0 32.22 16.13 S 19 35 25 II 32.20 ) i~~ ~~Rj~R~i ~ i~ PHASE 1A c 30 6 50 16 2 0 0 ~ " ( ` I' ~ 11 i ~ ~ " . T i B.O.M. 2003 PG. 23 H 1 ~ ~ OPEN SPACE t O•• o~E 1 p .•y , LL, .2003 PG. 23 FCR , , ; ~ yq ; o
7 6 ~ N ~ 28°42 05 770.00 385.72 197.00 N 82 38 25 M 381 0 7 7 " ' o' 460.82 ~ B.O.M. 2003 PG.128 VI 2003 PG.>z6 wcR t ~ : ~ ~ • SERI ;
. 6 N89443 M i ~C~~~ D a 42 54 17 630.00 471.76 247 5 ~ I , • 14023 ~ W
~ n 19.54'09" 770.00 267.47 135.10 N 81.02'23'M 266.13 ~
Y u 8°41'56° T70. 00 118.25 59.24 N 12.41'20'11 118.13 cs ~y
Q 11 tih I 11 ~ ~,y?~ d/ Q
0 xx y a R,B,, 4••~uawN? 2~ N W
z ~ ~ r J W ¦
SU. UJ CALE IN FEET W Q ~y.
a m ~i. ~ N
m 0 0 0 25 50 100 150 200
N 0
Z
obs1040340D0\4034L1_1.dgn 6/29/2004 10:19:22 AM PLOT BY=john

ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN OF WAKE FOREST ; FOREST STANDARDS AND SPECI~ICATIDNS IT'S THE LAW:
T N AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW REOU[RES ANYONE EXCAVATING WITH MECHANICAL
L C N EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE UTILITY EASEMENTS OR PUBLIC SPACES TO NOTIFY
Y ALL UTILITIES TWO i2) WORKING RAYS PRIOR TO DIGGING.
C °
X Z NOTES: 1 CONTACT NORTH CAROLWA ONE-CALL CENTER
PRIOR TO ANY CONSTRUCTION. [phone]
U \1 m \ ~ I 1 !1 / 11 ~
°
~ ~ / r
I I} i l i l l r l i 1-~ v ; I I 1 ! i i` ! l I
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c I 1 ~1 i" ~ 1111 I 1 r 1 1 \ \ 1 } \ \ \ \ \ I I I I 1 1 " X 1 1 I% l l~ Ir r ! 1 11 1 ~
m 1 1 `.11111 ~ 9~.\t\\\\`,\\\\\11\\\\\\\ , i I I r I 1 i~,~/•+1~Vtfr:'8 III!''/ / / ' •
E \ \1 ` ? 1}111 r 1',,\\\\,\\ \ \ , / .~c_ I I { 1 ! , 1 " r I ' ! I . ~T"'7f'• "`.~a . , I I ! t0
m y \ \ ~ \ ~ 1 I 1 1 Il ~ , ~ ~ 11 \ \ \ \ `.?1 \ ~ ~ 1- 1 r ~ b l ---rte..: n \ \ 1 1 \ ? ~ ~ r17 c }V \I A v ~ v ~ Y ll I i a`, } 1 1 ~ . A `v `~v ~ r I
~ I - , 1 1 \ ? \ ~ - - - ~1 . ~ I 1lrr~/,~/i/,/~ , ~ ! , I r 1 ~ ~ n
i A 1 \ \ ~ 1 1 V 1 \'v ~ \ ~ r T- T ~ - "M72~ W ~ ~ r ! .f r 1 O a ~ rrlrr;~'jrrlj!!~i ! ! I,' IrI ~ Z
,/i ~ V AV tirUlllttl'trl~lr/; ! ~ it ~ r t~.J h, Q L;
1 ~ ` ` ~ ` \ 1 1 , 1 1 1 ~ \ ,~Or~ ? >LL~75 (G"" p ~i it i Illli.. ! / !
~ \ \ 1 \ 1 1 ~ 1 ~ ? \ \ ~ ~ppprYf+c . ~ \ J F~ ? y t~ r~ A a \ 1 1 \ \ l 1 I M I ~ ~ _ `~'9~AI?E8, _ ~ ` . ~ \ W , \ ~ ` - ~ B~7 y 1 i ` 1 ! , ' r • r Ill h- ~
~ I \ 1 \ it !I ~ - ~ \ ~ L ` ! ~ I1 , ~ Z a
L i l 1 \ ~ ~ 1 III ? - 1 ~ \ . ~ I ~ N 7
= \ \ ~IP-R'AP I I 1 1 } III I 1 1 ~ w ` ~I'~ - - ''I.1'~I, , , . 1 1 W.. xz ~7 . ,t , I 1 ~
~ 1\ t ~ SPREADER I i I , I I. _ - ~ ~ _ ' , , 'o 1 I I I . t~ FES 2T - \ WNnW ' , ~ N
' It''•` 1 1 1 ` ~ OG ~ ,
I 11\\~\, ~ I t o u, a 1~ ~ tOD YR. FL AS 1 IA m
~r~~. ,,ice.- ~ ( ~11~ ? O - \ - \ \ ~ J ~ I`'t' ~ N W N 6~ ~ ` CALCULATED B ? NK 1 ~ N ~ ~ o
+ V1A1111\V,1~(!"' 1 `Vl ,A~. A . . ~ I I 1d _ t ~ (NOT fEMA MIAPP 1 1 1 ~ Q ' %I . ~ ` LEV. = 332.39 t I
L \ VQl 1U~ AIV1= \ I 1 ~ ~ ~
'3 \ `\t\P`Cn\\r\`\'~\ ' ~ 'h 4 ~ ; ~ RETA ~ r ~ 1 I 1 ` T ~ . \ \\Ilv\~,,\\\\`\ / , W ~ WALL 11~ - r ` 1 Z
+ \ \ 1\11\\\\\\~.\\~ / r~~ ~k \ \ ~ , 'n a ? ,1 . `I , 1 I 1 I ! I I i ,ICI , 1 i + N 1 - ORAINgGE UBIIC L~ *1 ~
Q \ 1\~~\vv\\; ~ v\\'1\ ~ / - --r0'~ ? 3 ,QI + 1 ' 1 i ~ f'8~w~ - S ` 1 ' 1 1 1 ' ' i I 1 - _ EA$E4EIVT to " ` i ~ 1 I I III (1 1 ; ~ r ~ ..1 SD 1, 1 I I I I I 1 1 l C0
~ ` ~ ~ r~' , 1 i I, I I! I I I I I ~ I ~ t, 1 1 ~ a-~ass---_ -
L ~.C'.'f'-1~..~~\~\.\\\~..-,T,+~S ?r, . ~ ~ ~C~ J,~? ~ \SCQUR ~O . _ V ~ ~ + \ \ \ v\\ 1" ,k Z$~~ IP-RAP ~ , 63 r ! 1 , 'III 1 I I 1 I I I l 1 ~ ` - _ r, ,J ~ ~ 1~ I , lil 11 tl \ I LL104y~r
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r r l ~ ~ . ~ ~C~ 1 l i ! t I I ~ N a J O~ ~ ~ o. ~ 2 -(~3 IP•,I I I .III ~ N 1 x =Cn I! ! ! I ~ , I I r•
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obs104034000\4034c31.dgn 6/29/2004 10:18:54 AM PLOT BY=john

° ALL CONSTRUGTION T4 BE IN ACCORDANCE WITH THE TOWN OF WAKE FOREST STa c REST STANDARDS AND SPECIFICATIONS
°
°
~ 1. 72' RCP W/NCDOT HEADWALL (USING SGS METHOD) 1L YARD INLETiGRATE INLET (Owner's Choice) 21. CURB WLET (Weke Forest Std.) 29A. CURB WLET (Wake Forest Std.)
o D.A. = 85.2 AC D.A. = 0.2 AG DA= 0.1 AC DA= 0.1 AC
X Z HYD. L = 3000 LF C = 0.5 c = oa c = o.a
AVG SLOPES = 7% 110 = 7.22 INMR no = 7.22 wMR no = 7.22 wMR
° CN 66 010 = 0.7 CFS m 019 = os CFS Oto = o.s cFs
0 010 = 132.2 CFS HW10 = 0.5 FT O10(TOTAL) = 8.5 CFS 010 (TOTAL) = 3.4 CFS ~
Q25 = 173.2 CFS TOP OF SLAB = 374.50 HW10 = 1.9 FT HW10 = 1.1 FT
N 0100 = 246.7 CFS INLET = 373.0 (Y.I~GRATE) TOP = 361.50 TOP = 342.86
0 v HWfO = 4.7 FT INVERT = 3fi0.0 INLET = 34236 INLET = 561.0
n c ° HW25 = 5.5 FT WVERT IN =353.0 WVERT IN =331.50
o HW100 = 7.2 FT 12 YARD WLETiGRATE TOP (Owner's Choice) INVERT 0U1' = 350.78 INVERT OUT = 337,28
N INV = 329.00' D.A. = 0.1 AC V °a
E C = 0.5 30. 15` FES N Ono
110 = 7.22 INMR 010 = 3.4 CFS a n
z~ 01 = 21 CFS ? ~ ~
2. 72" RCP VWNCDOT HEADWALL 010 = 0.4 F .3 010 = 132.2 CFS 010 (TOTAL)= 1.10 CFS S = 1.0% O z
° S = 0.96°k HW10 = 0.8 FT v/ Q ~ v V10 = 5.4 FiS 0 O w
N V10 = 12.9 F/S TOP OF SLAB = 385.0 tri; ~ ~ a USE 50' RIP-RAP SPREADFA COVER SIZED) BEYOND VRP W = a Q
L a USE NCDOT CLASS U RIP-RAP INLET = 363.5 (Y.I~CiRATE) x W ~ ~ L = 1Z FT (FROM FES TO BEGINNWG OF SPREADER) Z a Wox ~ i
m ° ; (SEE SHT. C4.2 FOR STIWNG BASIN DESIGN) INVERT = 359.5 W = 14FT 2~ a
L ~ WVERT - 327.90' f R z . O USE NCDOT CLASS B RIP-RAP 18` DEEP WI ~ ~ ~ ~ W c~
C 18. YARD INLEGGRAT6 TOP (Owner's Choice) GEOTEXTILE FABRIC BASE w ~ Y
INVERT = 33zoo
3. YARD WLEGGRATE TOP (Owner's Choice) D.A. = 0.1 AC o0y,~'v~
° DA= 0.2 AC C = 0.6 w N ~ ~ W p w r
C = 0.5 110 = 7.22 INMR a~°' e Forest Std. 31. CURB INLET (Wako Foetst Std)
110 = 7.22 INMR 010 = 0.4 CFS 23. GURB INLET (Wak 1 ~ ~
0 010 = 0.7 CFS O10 (TOTAL) = 1.5 CFS L = 0.4 AC DA= OA AC N ,oT DA N ~ 4
HW10 = 0.4 FT HW10 = 0.7 FT •5 c = 0.1 c = o.T o N Q' Q J
TOP CONC, SLAB 378.6 TOP OF SLAB = 364.0 n0 = 7.22 WMR h0 = 7.22 INMR O ~ co
0 i INLET = 377.00 IY.I~GRATE) INLET = 36250 (Y.I~GRATE) a 010 = 20 CFS 010 = 20 CFS ~ J d m a,
D INVERT = 373.0 INVERT = 358.50 = 0.B FT HW10 = 0.8 FT - ~ ~ HYInO t
s ~ J r TOP = 360.30 TOP = 337.75 'A z V~low.Ow~
' 4. YARD INLETiGRATE TOP (Owner's Choico) 14. YARD INLEUGRATE TOP (Owner's Choice) O WLET = 959.80 INLET = 337.25 ~ z $ O ~
° D.A. = 0.1 AC DA = 0.1 AC WVERT = 353.23 INVERT = 332.50 ~ w = ~~4
° G = 0.5 C = 0.5 ° W M J~
° ~ n0 = 7.22 INMR 110 = 7.22 INMR f ~p ~ ~ ti ° • 24~ 15 FES
N 010 = 0.4 CFS 010 = 0.4 CFS U a CFS 32 CURB INLET (Wake Forest Still Q10 - 20
° 010 (TOTAL) = 1.1 CFS 010 (TOTAL) = 1.9 CFS Ot = 1.3 CFS DA = 0.3 AC ~ ~ r
° HW10 = 0.6 FT HW10 = 0.8 FT C = 0.7 i m S = 1.2% .
T TOP CONC. SLAB = 377.5 TOP OF SLAB = 363.0 ~1 V10 = 5,0 HS n0 = 7.2Z W4iR ~ !
INLET = 376.0 (Y.I~GRATE) INLET = 381.50 (Y.I~GRATE) 010 = 1.5 CFS USE 55 RIP-RAP SPREADER (OVER SIZED) BEYOND VRP
INVERT = 311.5 INVERT = 357.50 ° FROM FES TO BEGINNING OF SPREAD 010 (TOTAL? = 3.5 GFS L = 12 FT ( F.RI
o W = 14 FT HW10 = 1.1 Fl'
5. GURB INLET (Wake Forest Std.) 15. CURB INLET (Wake Forest Std.) I~ f , TOP = 335.70 USE NCDOT CLASS B RIP RAP 18' DEEP VY/
° D.A. = 0.3 AC D.A. = 0.1 AC FABRIC BASE WLET °
° ° C = 0.6 C = 0.8 N GEOTEXIILE _ WYERT = 330A0 ~
° no = 7.22 WMR WVERT - 95250 ' 'J U
3 L 010 = 1.3 GFS 010 = 0.6 CFS ! 0 33. 15' FES 1 F ~
° ` 010 (TOTAL) = 2.4 CFS HW10 = 0.5 FT 0. 25. CURB INLET (Wake Forest Std.) 010 = 3.5 CFS oc ~
° E L HW10 = 0.9 FT TOP = 377.50 i to DA = 0.5 AC S = 1.43% ; w
° TOP = 378.3 INLET = 377.0 C = 0.75 V10 = 6.1 FiS ~
E L ° INLET = 377.5 INVERT = 359.0 n0 = T.22 WMR USE TYPE B SB.TiS(AUR BASW (DISFiARGE TO DELTIVFLAT AREA)
T WVERT = 371.0 010 = 27 CFS B = 4 FT j
° 'IB. YARD INLETiGRATE TOP (Owrrer's Choice) HWIO = 1.0 FT D = 1 FT a 0
6. CURB INLET (Wake Forest Std) D.A. = 0.1 AC TOP = 346.1 W = 4 FT
'n DA = 0.2 AC C = 0.5 WLET = 816.6 d = 0.5 FT I 0
0 ° C = 0.6 110 = 7.?2 WMR _ '1.60 USE NCDOT CLASS 'B' RIPRAP 18` DEEP z INVERT 34 VW
0 GEOTEXTILE FABRIC BASE }
no = 722 WMR n1o = o.a cFs a 010 = 0.8 CFS HW10 = OA FT y w 26. CURB INLET (Wab Forst Std.) uiIVERT = 390A ~ z ~
~3 DA= 0.2 AC ' _ ~ ~
010 (TOTAL) = 3.3 CFS TOP OF SLAB = 367.5
n HW10 = 1.1 FT INLET = 368.0 (Y.I~GRATE) U C = 0.75 0 ~ z
TOP = 372.00 INVERT = 361.20 7 D n0 = 1.2s wMR V z o~
° INLET = 371.5 ano = 1.t cis
INVERT = 366.48 11. YARD INLETiGRATE TOP (Owner's Choicel Q10 (TOTAL) = 3.8 CFS Q PIPE SCHEDULE ~ J
D.A. = 0.1 AC iiWlo = 1s FT ~ a N ~c ~
° 7. CURB INLET (Wake Forest Std.( C = 0.8 TOP = 344.80 1 TO 2 116 LF 72' RCP @0.95% a
o D.A. = WA 110 = 7.22 INMR E INLET = 544.30 3 TO 4 64.51 LF 15' RCP 233°h G J
010 (TOTAL] = 3.3 CFS 010 = 0.4 CFS IN = 341.00 4 .91 15` RCP ° ~ VERT TO 5 27 LF @1.79 h 2 f o ~ Q V
° HW10 = 1.1 FT 010 (T07AL) = 3.3 CFS N 5 TO 6 124.95 LF 15 RCP @3.62% ~ a ~ z
TOP = 369.90 HW10 = 1.1 FT 0 6 TO 7 58.14 LF 15` RCP @3.58% ~ ~ Q
INLET = 369.40 TOP OF SLAB = 364.5 v ~ 27, ~ 7 TO 8 103.32 LF 15` RCP @3.97°h ~ ~
INVERT = 364.40 INLET = 363A (Y.IrGRATE) z 010 = 3.8 CFS 8 TO 9 5a.51 LF 15' RCP @222°h
INVERT IN (15) = 356.50 Ot = 2A CFS 9 TO 10 74.00 LF 15` RCP @1.69°h
N 8. CURB INLET (Wake Forest Std.) INVERT W (14 & 16) = 357.20 ° S = 1A3°h 11 TO 12 19A5 LF 15' RCP @262°0
a D.A. = 0.1 AC WVERT OUT = 351.E V10 = 6.3 65 12 TO 13 61.34 LF 15` RCP @1.63%
m c = o.s 0 61.34 15' CP 1.63% W w.' USE 8Q' RIP-OAP SPREADER (OVER SIZED) BEYOND VRP 13 T 14 LF R @
L 110 = 7.22 INh1R 18 YARD INLETiGRATE TOP (Owner's Choice) L = 12 FT (FROM FES TO BEGINNING OF SPREADER) 14 TO 17 21.86 LF 15' RCP @1.37%
- 010 = 0.7 CFS DA = 0.1 AC W = 14 FT 15 TO 17 31.76 LF 15" RCP @3.15°/. a
' 010 (TOTAL) = 4.0 CFS C = 0.8 L `B' RIP-RAP 1 DEEP VW 16 TO 17 64.50 LF 15" RCP @6.20% v USE NCDOT CLASS 8`
- HW10 = 1.3 FT 110 = 7.22 INMR GEOTEI(TILE FABRIC BASE 17 TO 18 47.83 LF 15' RCP @293°h
TOP = 365.95 010 = 0.4 CFS f INVERT = 340.70 18 TO 19 46.48 LF 15 RCP @1.08°h p
a INLET = 365.45 010 (TOTAL) = 3.7 CFS 19 TO 20 33.47 LF 18' RCP @1.49°h F- z
0 ` INVERT = 360.30 HW10 = 1.2 FT n 20 TO 21 85.35 LF 18` RCP @1.11% ~ i
° TOP 0 LAB = 361.27 W 2'I TO 22 78.15 LF 18` RCP @1.00°h d
L 0 9. YARD INLELGRATE TOP (Owner`s Choice) INLET = 359.77 (Y.LGRATE? ° to p z 28. CURB INLET (Wake Forest Std.) 23 TO 24 6200 LF 15 RCP @1.18
° J ~ o DA = 0.4 AC 25 TO 26 61.43 LF 15 RCP @0.98 h p, ~
D.A. = WA INVERT = 355.80 0 C = 0.75 26 TO 27 44.00 LF 15' RCP @0.68°h =
010 = 4.0 CFS L • a ~
HW10 = 1.3 FT 19. CURB INLET (Wake Forest Std.) T n0 = 7.22 WMR 28 TO 29 2252 LF 15 RCP @1.33 h G i r ° ~ L..
° TOP OF SLAB = 365.5 Q.A. = 0.7 AC 0 ° tY10 = 22 CFS 29 TO 29A 17.00 LF 15 RCP @1.76 h ~ c. o
3 INLET = 364.0 (Y.I~GRATE) C = 0.6 ° 010 (TOTAL) = 3.8 CFS 29A TO 30 28.00 tF 15 RCP @1.00 w
- INVERT W = 359.00 n0 = 7.22 INMR E HW10 = 31 TO 32 51.89 LF 15' RCP @4.05°h = V w ~
E INVERT OUT = 351.25 010 = 3.0 CFS E TOP = 34271 32 TO 35 28.00 LF 15' RCP 1.43°h W V Q V @
° Q10(TOTAL) = 6.7 CFS ° WLET = 342.21 ~ W oc
10. 15' FES HW10 = 1.6 FT WVERT = 338.10 W tr ~ a
010 = 4.0 CFS TOP = 359.77 ° Q 0 ~ to
' 01 = 2.4 CFS INLET = 359.27 J e: W o
a, S = 1.92% INVERT IN = 355.30 L 29. CURB INLET (Wake Forest Std.) ~ ~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION w
V10 = 7.1 FrS INVERT OUT = 354.50 DA = 0.1 AC 8Y THE TOWN OF WAKE FOREST. W C
USE 60' RIP-RAP SPREADER (OVER SIZED) ° y C 0.8 ~
` L = 30 FT (TO BEGINNING OF SPREADER) 20. CURB INLET (Wake Forest Std.) x n0 = 7.22 WMR ~ PUBLIC WORKS AND UTILITIES DATE
° W = 12 FT D.A. = 0.3 AC 0to = 0s cFS Q '~~°f~~n°ng1k/, w~
USE NCDOT CLASS 'B' RIP-RAP 18' DEEP W/ C = 0.6 0,0 (TOTAL) = 2a cFS ca~o ~ ENGINEERING DEPARTMENT DATE .e.. ~ ~i
GEOTEXTILE FABRIC BASE 110 = 7.22 INMR HW10 - 1.0 FT 0 F ti S 1 p •°y t- °.QO ti9 ,9 ~ ~
INVERT = 350.00 010 = 1.3 CFS TOP = 34271 FIRE PREVENTION DATE ~ ~
~ ~ EAl W
Y ulut IuIAL) = G.u Lra 14023 C/)
INVW 337.80 SUBDIVISION ADMINISTRATOR DATE t
I I ~ ~ ~ HW10 = 18 FT 0 x TOP = 359.30 r ,.,C I NE.. W
z INLET = 358.80 6 t-u J a R, ~ a U.
v INVERT = 354.0 0 4'~u?uu??++? W {j Mo
m ~ ti = OC
0 0 N H
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ohs104034000\4034c3_5.dgn 6/29/12004 10; 96:05 AM PLOT BY=john

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[ ° ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE TOWN F WAKE FOREST STa REST STANDARDS AND SPECIFICATIONS
BRASS NIPPLE
[ 3/4"x3" tTYPICAU
[ Y 0 0 BRASS PLUG 0 0
NOTES
[ 0 x ® 1, TAPS MADE ON PVC SHALL BE
z FADE BY USING A TAPPING SADDLE,
0 0 N N j o TAPS MADE ON DUCTILE IRON
° [0 CAN BE EITHER DIRECT OR WITM A TAPPWG SADDLE AS APPLICABLE
~ ~ ° 11 sRASS NIPPLE AND ALLOWED BY PIPE
+ r~ C 0 "F'~~" MANUFACTURER.
p> 2, 3!4" & t" MAY BE TAPPED DIRECTLY
U '0 ,t ~ h nor ~q;', +wr ~ ~ a ` ~ r ON DIP BUT 1•V4" THRU 2" SMALL BE TAPPED USING A SADDLE
~ ~~a,~, W~ ~ ~ d4~a E ^ , a{.- a ~,;'.uy ~y".'~r¢t~, ~ ,.G r u SEE OETAU. 4,8.
- t f.T ~ pK .1 x .p C3~ 1' ~ 4 ' NOMI I NAI: FRENCH
~ w ~ t d lye t{ " v= ~ ' F ~ D 1.A1~Ei~ A ~ ~ < Yti RTC::. - B 1~..0~,~ ~sN,~ ~ :a .~~~dd~ - o o BRASS NIPPLE ~ n F'x6 (TYPICAU
a F," 2 s~; 6 , ~1 ~ ~Q"~ ~ ~ - ~ ~ r 6 ,t ~ 0 t ` 4 # ~ D 2~ z,'6,~ N pn0
C1'~ ?a.` ~k:N r~ . 1 ~~.:I >>.y~ x j ~~'~,11 y<~~,- ~~f >a ` 1~ •'Q• ~r°s-Q" .)r.~.41r. ~~L.+~~~, , I w q~
r e ~ , K ~ ~;r; ~ r?'` 36 2 -r-6 11r..fl" d i~3',,, gig, ~ ~ ~ sr; T~ r ~ ~ . i . ~ fi'r'. z . ! b • ~ m..... - w rv ~`n n. m`~. ,.-r: r,. ~N CURB STOP ~ ~ q
~ ~ ~4 - 3 0 1 . A. SIZE "F" INSTALLED O Z
~ r„ r 4;°~2 ~D~pr„ r' 4.'+'F ~lM.. r, ~r..'11~ ~y, m GRADE 3 6 MINT ~-gig ~ y.,.~~~`: B DJ A VALVE BOX ~ N Q O
.r;. ° AsOYE TDP pF PIPE s m a 1 a CORPORATION W x O
d . X ~ I ' GRADE 3' - 6" Y 1 N. coac W
~ ABOYE TOP ~ PIPE. B ~ ' . . t i L ~ MALLEneLE I wp W uaLLEABLE sRASS TEE 7i. z
• u tTYPIChI) SU ~I! (TYPICAL) SIZE Z ~ p ~ • .w ~ z ~
c I ' ~ ~ ~ W ~ ~ "Nn~
~L~d»~~ ~o M M SERVICE a~ ~
~ n o r T. ~ BRASS NIPPLE LINE TYPE K , O ~ ~
~ ~ i N • ti~z. ~ N M - 1. ~ 1 „`S: ~3 a "F"xli" tTYPICAU SOFT COPPER ~ M BALLAST ro N
~ F:, ~t a. 4- STONE MAX. ~ !t °a ~ WATER MNN I b q ~ °t
+ • • o ~ ~ SECTION ~ r A C o ~ 03~
} I • '3 EXISTING SLOPE ~ N • o z BRASS TEE L~TERED SIZE "F" u - N ~ W ® T a p N J
• SECTION 3/4"x"F"x"F" SERVICES (1,0,1 CLASS 1 RIP-RA FIL ER FA6RIC w (AIALLEABLEI p ~ ~
• H 1111D1H ~ ° 2500 PSI CONCRETE TRENC • ~ 11-20 2" VARIES ~ OC J ~ i w~ ~
n cLAss s R~~IIREo " ~ o~ 5-10 11/2 yQjE; LEVEL SPREADER SHALL BE CONSTRUCTED SO THAT THE TOP OF THE LEVEL = ~ O1
° I tH PLAN 2500 PSI CONCRETE c?+ wto SPREAD ~ ,-°P ER IS AT APPROXIMATELY THE SAME ELEVATION ACROSS THE ENTIRE ~
CLASS B REQUIRED TREK T 4 1" LENGTH OF THE LEVEL SPREADER. ENDS OF THE LEVEL SPREADER SHALL TIE INTO ~ WOW EXISTING GRADE SO THAT STORMWA ER OW 0. L7 ~ T FL [S FORCED THROUGH AND OVER THE ~ _ z
PLAN ° 2 3/4" LEVEL SPREADER. NOT AROUND THE ENDS OF THE SPREADER. ~,.r p
° Vwzo~ 4
~ JX 3. Meter shdlbe arranged,lowest address to RIP RAP LEVEL SPREADER DETAIL M a
~i highest from left to rl ht facin on m ~ 9 99 9 ~
° meter assembly. NTS
m o 0 fl 0 0 4. Meter box is not to be located in y easements, as halt, or concete vement. j m
0 t p pa - ® - Excephon~ maybe located In above areas
T i m r ' us Meter Box IIBX5A detail •4.22 ,n9 ~
+ ~ 0 ~ o with approval by Town Engineer, ~ I
L 0 FOR PETER BOX NSTALLATWN
o [ i SEE STANDARD WATER SERVICE WSTALLATION DETAIL. '
L i
> I N i
0 TOWN OF WAKE FOREST ! z
~ TOWN OF WAKE FOREST ~ Ti F AKE FOREST ~ ° ~ ~ TOWN OF W ~ L 3 SCALEt DETAIL R SCALES DETAIL • Zs SCALE: OETAL • p N
WAT R LINE BLOCKING 4.~ r,. STAB T Y P E Nor To scALE F> TAND D GANG METER I ~a W S AR NoT To SCALE 4.29
O D K I N G N T SCAL 4.2 WAT R L NE BL a ro E YP. E I [ T [ Q D T i St~EET •t A` I
° 11 1/4 BEND DAE E / END DATEt sNEET ~ 12 2 ASSEMBLY DETAIL DATE: SF~ET y REV, 6-28-02 1 of t 1 w
R Y. 11-1- 9 1~ 1 REV. 11-1-99 1 OF 1 Cdd ° tl TN TAND SPECIFICATIONS ONLY ~ 9 USE tgTN STANDARD SPECIFICATIONS Olin USE E ~ - USE I S ARD _ _ USE WITH STMOARD SPECFICATIONS ONLY ~ 0 - , :nh a- :.w :.,n. r. .,,.ff, I, f
- - ,,,y.. rr.. ti•".~ ~ - y- a: p'. .~.'.H~'~9SV9.'~r~t ..';9.ZF>'n1Y,y`trto'..: .+G4?...PAP".+f des l ° ~
T I - q
C ° GRADE 3`- 6' YIN. G
[ :l ?7 A80YE TOP OF ~
PIPE. ~ t-- -
° 3000 PS[ CONCRETE - 0 _ z
~ ENCASEMENT J
~ Q to fn
U [ r., ~ H VI O • }
° a W ~ n ~ ~ m 'S
CC a z r • ~ Y ~ • ~ I
~ O ~ u d u> Q O ° 0 as oc~ ~ ~ p ? • ~ ~ Y/ L7 •
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fO U O = • - ~ Q . ~
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° • O + H ~ • _ :~F • 'f1 ~ . •
O' ,I ~A . ~ ~ ~i A W C ~ ? ~ W d • . ~ Z
Fwti Z •~z o ~ w GATE YALYE s a
° SEE DETAIL z w w ~ ~ CD - SECTION z w ~ ~ ~
a 3.10 &3.11 0 ~ZZ n i~ 0 ~ ow zx r o w> ~ Q~W m Q
om wm xa v ma^ a HX z m wJJ ~v x; o o>o z WWI . ~~NOMINAt%'~:j~=~ _{~'':°~i::~`t`~-~'-TRENCI!' 2500 PSI CONCRETE ~
s aam W~ A awa O TEE ~ vxw zw a m~i a ..ZZ DIAIETER~= •Y lj`~r... ~ .~IDTN•' / t1LA55 B WIRED
oar of Ja ~ Q; au a Q3 . J I- d a~ m o m ~o H- O ILL-THREAD ¢ - • • STEEL R00 ICUT TO u ,
c wa a zc~ a= }a >w m mwa m f- ~ ~ 0 d °~;,6~ :Z4,~.6 h'`+~ O, t4,~,~~* ;Z+~yG+ PLAN a LENGTH) t i8 ,:s.~ ~.4 ~'~t~~r G. ,Yl; ~ SID -2~rsi:8'
~ moo rJ-z o ox ..c~a x W~ i a~ w x w= w a w= ~ W LL . 0 ~ aOD cam mN N3~ mN W 2
O ~ ~ li J J F- U 3 • ~ . - W 5 + y.
~ Oma wa Z J ~ J y o
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Y [CAL TP LL O - m I w c~wz ~ wJ> 'xz L~QQ- T I xoa Jzo o Q 1'- 0' M.J. NI = KITH GLANDS IMIN.1 ~ ~
+ ;ua ar-U ~ OJ W o
° ADJUST FWS ~ as $ STANDARD MAN-HOLE FRAIAE Ja O> z F-
a NEW ASPHALT AND COVER a o J Q ~ j GENERAL NOTES vw m = ~QTES ~ ROD REDUIRErENTS W .
Z ~ Zo ~ ~ T. ONCE INSTALLED AND INSTALLED AND TIGHT• THE STEEL RODS AND RYICE SIZ N0. OF 8005 " 0•
o a ~ = a o a z BOLTS SHALL BE COA' 0 D J ° o ~ o ~ u Q Q~~ BITUMINOUS BASE PA SHALL BE COATED wITH 2 COATS OF N Q 2 INDUS BASE PAINT. 4 2 J ~ a
s• z ~ a
• ` ' ~ ~ ~ ~ o m t0 a ~ - 2. SEE STANDARD DETAII r ds1 ~ ' ? a F ~ w ~ ~ : a Q IANDARD DETAIL q.5 B" q THESE PLANS HAVE BEEN APPROV = EO FOR CONSTRUCTION „ BY THE TOWN OF WAKE FOREST.
'L ' ~ ~ J J cn 3 CONCRETE SHALL NOT ;TE SWILL NOT CONTACT BOLTS OR ENDS 12 q ~
T d a o" } ~ OF 1ECHANIC F TT a• v ~ ~ a Z = AL i ° ~ ~ ~ ~HANICAL FITTINGS. 16" 6 ~ V z 4' 6 Z
° ~ w W 3;' PRECAST CONC. SPACER ? o Q = W ~ 4. 2500 P.S.1. CONCRE' 2 P.S.I. ONCR TE REOUIR D. PUBLIC WORKS AND UTILITIES DATE C] C E E a
~3a ° (DONUT R[NGS1 OR _ mw EX. A. B. RICK = w w [ CONCRETE 8 .~Ryr ra p ~ W
o Q _ ENGINEERING DEPARTMENT = x DATE ~ a U
E J ~ W o HIMNEY NOT TO EXCEED 12" ~ Z i- p w ~ OWU - - 3 W ~
~ t ~ G= W COMPACTED BACKFILL ~ • FIRE PREVENTION DATE W
_ . . 11fWWQ. • Ul S X ~ a~, ~"'03W ~a I- SUBDIYISION ADMINISTRATOR DATE a Q ~
" ' STANDARD MANHOLE " u, W J m
.e VI in. m A_A W o z
SECTION T ~ ~ w W u
a U Q.
Q, a:
0 Q
~ z TOWN OF WAKE FOREST T WN F u- O 0 WAKE FOREST 3
TOWN OF WAKE FDREST T F AKE FOREST ~ ..I ~ TOWN OF W ~ ~ ~ a SCALES DETAIL SCALES DETAIL +r F-
SCALE: DETAIL ~ SCALE: DETAIL it - R STR a E OW OFF FOR T BL q S D TT .1 T VA V ` • YP. o R S RAIN D TEE ~ L T WAT R N E E E TT 4. LI EB KN No o caL LOCI G S E 9 NOT TQ SCALE 4. 4
- AND To s 3.26 No o scuE 2 MANHDL Noy cuE TYP u 0 W
,.AI vc nn II ICT~~~niT n~Te ii ~ 4 THRU 16 WATER MAINS DATES SMEETtrs ON ON DEAD END LINES DATE( SHEET ~ r 90 BEND O~iEt S~Et
Y VML. VL. MVVUa I IM-11 I NI.- ~ r++61- Mni. REV. 11-3-97 --L or 1 R. 11-3--97 1 1 v a
m 1 IF 1 REV. 11-1-99 1 OF 1 USE WITH STANDARD SPECIFICATIONS ONLY REY.I0-T-99 USE WITH STANDARD SPECIFICATIONS ONLY USE I USE WITH STANDARD SPECIFICATIONS ONLY USE WITH STANDARD SPECIFICATIONS ONLY EV Cy ~ ' 4. . r-, ' h4'~^~''.'•• ''4t~?'u:?*.+~;` +M!~ ~ as v. -._:a, r.u ac - i M W
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jobs1040340001DETAIL 7.dgn 6/29/2004 2:06:39 PM PLOT BY=john