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-JOHN A. JOHN A_ EDWAR~4 (:nAAPdNY - , SCALE:. DATE: _ - _ _ SHEET
AS SHOWN ,A 4.10-2007
Consulting Engineers GRANITE FALLS SUBDIVISION
AL 333% 333 Wade Ave, Raleigh, NC 27605 F`°.BK&PAGE DRAM BY NORTH WAKE DEVELOPERS, L.L.C.
0018 - - - FN"as OF Phone [phone]
ROL E S VILLE NORTH CAROLINA
FAX [phone] FILE 140: CHECI<LD BY:
DATE ~u n• REVISION BY E-mail fredelaecacom SAE, JR. IMPACT EXHIBIT

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,,_za CA JOH JOHN A EDWARDS ~ COMPANY enm,n,en, I A~nnnnn~ /`1T, A 1?TTT7, n A 7 T /r IViTTlT171TT!`IT111?T
J171U UKAIN 1 I L P ALLY Z)U bbl V INUIV
Consulting Engineers
AL 333 Wade Ave, Ralelglj NC 27605 FLD.BKBPAGE l DRAWN BY: SEWER EXTENSION
0078 Phone [phone] ' FNM ROLESVILLE NORTH CAROLINA OF
FAX [phone] FILE N0: CHECKED BV:
1
DATE REVISION BY E-mail fredojaecocom SAE, JR. IMPACT EXHIBIT

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____..r______..__ __.__.__.-..r_-_,_._._~--._..,~_______. , i
f ~ ! i c_ ' ! ATTENTION CONTRACTORS 385 I
_ i I L..______- , _ ~ _ _ _ _ this Conatructlon Contractor reaponable for the extension of wafer and sewer, as approved In these plena, b responsible .
for ~ontactinA 1ne Central Engineering Deparbnent at eal~s~a, and me P1biC Utilftl6s Depllrlmerll at
t _ _ --~~`-r i 690400 at least 1weMy kur hate pda ro beglnning any of their coneWdbn, ` t i I ~
' 1 ~ ~ ~ / ~ ~
~ j Fai4re to noMybolh Clly DapertrneMS h advance of beginning cenatrudbn, wit n:sull kr the ksuanr~ of manelary f tines, end re use reinatdletlon of en water or sewer tapglies nal in ed as a result of this noliM1cetion ieilue. i------
n I j Felure to cailior lnepectlon, Install a Downstream Pluy, have PermltAsd Plaru on the Jdrelte, or any other Ylolatlon
380 { + ~ ! of Clly ~ Ralelylr 8hndarde wit result in a Fne end Possible F~udon from 1Nure wak in the Clly of Ralsl~r. '
1. r- u t
! ~ i i ; N .r....-...__.....__... + F- i I
F ~ ~ i ~ ,t) ' PUBLIC SEWER COLLECTIONIEXTENSION SYSTEM , n
ao ~ I F i THE CITY OF RALEIGH CONSENTS r0 THE CONNECTION TO ITS PUBLIC
I,.~ D_,_._.____A . L.__ ~ J . SEWER SYSTEM AND THE EXTENSION OF THE PRIVATE SEWER COLLECTION I ~
u. ~ ! o fi SYSTEM AS SHOWN ON THIS PLAN. THE MATERIALS AND CONSTRUCTION i•: 375 _ ~ ~ i METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE CITY'5 • ~ ~ ~ \ ,
~ ~ I ~ j i PUBLIC UTILITIES HANDBOOK'S STANDARD AND SPECIFICATIONS. j ~ ' ~ ~
~ ~ 1 + , _ . _ o u+i i ~ t. CITY OF RALEIGH _ _
__r__ , a ---T -r- ~ f------, + ; l ~ ~ ~ i i PUBLIC UTILITIES DEPARTMENT PERMIT # - - - -
__-__.1___. _ _ y. _ r. ~ . - - CONSTRUCTION APPROVAL '
_ N I , ' _ DATE ~ ~ GRANITE FALLS ~
i _ ' l t ~ ~ / l~
370 I . - ~ ~ ~ ~ PHASE 1 ~ ~ ~
~ _._..._..__-is-.---.___ - ' .._.__._..p._....-...._.,_..F..,.._.~..__.t__.__ - I + ~ fl + - - / i ; i i %r -
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II ! .AE)iIAL_SF.Y1(EI3CRQSS s._~____.__' ~ _
F I I Wf;STEEL CA ING (SEE i I CITY OF RALEIGH DATE R. ~ i \ ~ \ \
_ .._._-4 - ~ ~ET , - ~ ~)I ; I , i
i , , , i 65 3 ~I / J i`
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4 LF S-0,50~k B"~ I i i ~ _ ~
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R ~a : ~ ~ I ~ p.+' I ~ \ _ _ 6" lAT
_ 6 C9051DR25 WJ 2 ~ ~ ~ a ~
w ~ .CONCRETE ENCASEMENT t - . " ~ -UNDER WALL TO 3' BOTH / ~ T' ~ ~ ~
~ 3g0 ALL ' ~ ~ _ - - ' SIDES OFW _ ~ 1y
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IN I ~ ~ ~ ' ~ ~ ~ ~
I' ~ ` /i iii' ~ / ~i 11 III 1 \ ~ ~ \ H 11 1 NOTES: ~ \ ~xi
' _ ' LO _ + 1~ 1 1) UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE \ \
, - - fir. - ~ - - - !I 1~ 1 1MITH THE STANDARDS AND SPECIFICATIONS OF THE ~ ~ ~ ~ / i
ME 1AL M _ 11 1~ 11 CITY OF RALEIGH, NORTHCAROLI~bAUNLESS ~ \ ~ ~ ~ ~ ii
ti ~i1 ~ OTHERWISE NOTED. ` ~
t . / -+j . ~ 1~ ~ ~ ~ ~ ~ ~ \ ~ /f ~~1 A~ A 2) BACKFLOW PREVENTER DEVICE TU BE INSTALLED IN ~ ~ ~ ~~~~~~i~ii/
, _ ~ ; ~ i' / / / / ji' ~ i' \1~1 ~a~ BUILDINGS. ~ \ ~ - f
i / ' / i' ~ ~ j
h i i ~ / / i 3) BACKFLOW SHALL BE WATTS 909Mi OR FEBC0825Y. ~ \ ~ r
~ ~ + ~ ~ - 1 / ~ ~ • UTILITY SEPARATION ~ ~ ~ ~ ~ ~ ~ ~ 1. Water & Sewer Mains
/ ~ ~ / ~ ~ ~ A) Minimum lateral separation 10'
i ~ ~ ~ , f B) Separate ditches with 18"min. / : ~ . ~ vertical distance \ ~ MIS ~
~ ; \ ~ ~ ~ / ~ ~ / ~ ~ ~ ~ ~ ~ f'' 2. Water & storm drainage lines 18' min. ~ SANFORD CREEK ~ f~C~C~Od~ p ~ ~ ~ ~ 1
~ ~ / ~ / / ~ ~ ~ ~ 3. Sanitary sewer & storm drain lines 18 min. , ~
~ ~ ~ ~ ~ / ~~i.'f 4. Minimum cover over water mains shall be 3.0' ~ ~ ~ ~ ` ~ ELEMENTARY ~ ~F~ ~ coos ~ ~
~ ~ ~ ~ ? ~
R,w~~ReAANC~ ~ ~
SITE
- R LE VILLE
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`11puur nn„r, NEUSE RIPARIAN BUFFER -ZONE 1
rnln GnlcQner_ur~Grer Inlrn ~nnlF GRAPHIC SCALE CA ~r JOHN >A =JOHN A. EDWARDS ~ COMPANY S~`E:. °aTE _ _ _ GRANITE FALLS SUBDIVISION sHE~
- - - - , = 40 7-21-2001 SWIM & ATHLETIC CLUB
30' WIDE D ES l l ( ) 40 0 20 40 80 160 Aj Consulting Engineem FLD.BK.&PAGE DRAWN BY GRANITE FALLS SWIM CLUB L.L.C. 4
l = = - - 3331 AL e 333 Wade Ave, Raleigh, NC 27605
NEUSE RIPARIAN BUFFER - ZONE 2 0 - - (20 WIDE) ( 078 FNM 5909 FALLS OF NEUSE ROAD, RALEIGH, NC 27609, PH; 865-9918 DP Phone [phone]
IN FEET) ROLESVILLE WAKE COUNTY NORTH CAROLINA
- 4 1 inch - 0 ft. - FAX [phone] FILE N0 CHECKED BY:
DATE UYY REVISION BY 1! P E-mail fredojaecocom JAS,JR. UTILITY PLAN 11

o Upstream Upstream Total q-2 Total q-10 Velodry _ Downstream Upstream Downstream Upstream Upstream Length SI pe Plpe Dia Inlet Area C 0-10 Captors Flow Spread Flow ¢10 1 ~
structure stricture Invert Invert Ibm 1?q (~I (ac cts cts Is) cts ms NEUSE RIPARIAN BUFFER -ZONE 1 1 ~
~ 1 ~ 1 ~ NO ENCROA HMENT ( C INTO ZONE 1) 1 ~ LEGEND
CB-4 380,80. 388 393,40 228.50 3.28 - ~ ~ ~ (30' WIDE JB~ 25 15 0.24 0,85 1.48 1,18 0.00 L48 )
JB-3 EX CB-23 380:06 380.54 387.00 46.00 1.04 24 0.00 0.00 0.00 3.00 WA 3.00 1 1 O EXISTING CATCH BASIN
CB 2 JB-3 374,t;0 379.60 385.55 129.00 4.03 24 NIA WA N1A 4.18 ~WA 4.48 NEUSE RIPARIAN BUFFER -ZONE 2 fES-1 C8.2 372.00 374.40 381,36 25.50 8.41 24 0.53 0.85 3.28 8.70 6.82 7.65 12.31 , _ ~ PROPOSED NCDOT CATCH BASIN
(20 WIDE) ,rid' 1 1 ~ EXISTING DROP INLET
CB~e CB-10 3@6.50 389.50 392.41. 34.50 2.90 15 0.13 0.85 0.79 0.48 526 D,57 1 1 ~ Q EXISTING FLARED END SECTION
CB-B C8-9 385.00 388.50 381.45 70.00 2.14 15 0.25 0.85 1.56 1.36 6.54 1.62 CB-7 C8.8 378:90 385.00 387.80 123.00 8.59 15 0.09 0.85 0.57 2.31 8.14 2.90 1 1 ~ ~ PROPOSED NCDOT FLARED END SECTION
J8~8 CB-7 363.84 373.90 383.90 85.5 15.86 16 0.28 0.85 1.77 3.88 8.01 4.63 1 1 INLET PROTECTION - CATCHBASIN
FE8-5 JB-6 358.00. 358.25 371.00 8.00 3.13 16 WA NIA WA 3.68 WA 4.63 6.94 ~ '
_ 1 I ~ TEMPORARY DIVERSION DITCH
J615 JB-16 381.79 381.86 394.25 50.00 0.14 30 WA WA WA WA WA 15.30 DENUDED AREA ~ 4.50 AC JB-14 JB-15 381.84 381.79 393.33. 113.00 0.13 30 WA N/A NIA WA WA 15.30 a , , , 1 CL CLEARING LIMITS
JB-1& JB-14 381.55 381.64 394.32 70.00 0.13 30 NIA WA N!A WA WA 15,30 Ts sF COMBINATION TREE SAVE & SILT FENCE.
JB-12 J&13 369.75. 378.00 388.81 231.50 3.56 30 NIA WA N!A WA WA 15.30 .3~ " 1 \ / ~ LS LEVEL SPREADER
FES-11 J&12 387,00 387.25 373.00 8,00 3.13 30 N!A WA WA WA WA 15.30 8.01 ~ f ~'k t"' 1 ~ l ~ SB SEDIMENT BASIN
t ~~o \ \ \
.OUTLET PROTECTION r ~ I - _ , \ \ \ ~ SILT FENCE GRAVEL OUTLET
No. PIPE DIA q-10 V-10 LENGTH WIDTH d~ dt SERVED BY LEVEL SPREADER I . J~ \ \
(in) cfa s in in # LENGTH WEIR ELEV ( ) (tp) (fU (fU (1 (1 r) . \ \ ~ \ \ ~
f f~-" fES-1 18 3.70 11.09 12 4.5 13 24 1 100' 372.00
0-5 15 2.83 5.80 12 4.5 13 24 2 74' 358.00 J, FES-10 PLUNGE P((~~((~~L ~ l/N ~ JV. ! \ \ ~ ~ \ k EX SB-1 Denuded Area = 4.24 Ac.
r j ' \ ~ ~ Runoff Peak = 9.2 cfa
f ~ \ ~ \ Req'd Vol. Req'd Area length Widlh Depth' Area Vol Weir \ ~ \ \ ~ c~~ can c~ Im I~ IsF~ ~~F~ a~
`F+.. ~ - NOTES t! J ~ . r \ r , ~ \ \ \ \ ~ ~ \ 7696 40D0 90 45 4 4050 12150 10
GRANITE FALL ~ ~ , 1 PLACEMENT AND COMPACTION OF FILL MATERIALS SHALL CONFORM TO SECTION 235 OF THE S . ~ \ \ \ \
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JULY 1995 OR LATEST. ' _ \ \ \ \ ` SB•2 Drainage Area- 4.17 Ac. ~ -1` Runo((Peak • 12.0 cfs
PHASE 5 f - ~ \ \ \ Req'dVal. Req'dArw Length Width Depth" Aroa Vol Weir
2 CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL EXISTING UTILITIES ~ - r ~ ~ ~:1 \ \ \ \ ~CF1 (e~ ~6) tL~ lsf) lCF1 (Lf) ~ 7568 5231 102.3 51.15 3 5233 10485. 20
s; . ; , ` ~ \ \ ~ ~ "INCLUDESfREEBOARD
3) STREET AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARDS ~ r - .AND SPECIFICATIONS OF NCDOT UNLESS OTHERWISE NOTED. tiF , ' i rs
- ~
4) ALL RIP-RAP SHALL HAVE A d50 OF 13"UNLESS OTHERWISE NOTED, oA ~F 'Qj r - . 0,~'~ ~F s' _ ~
so, ~ ~ ; s , ~ i \ ~ ~ ~ ~.e ~ V ~ ~ ~
5 CONTRACTOR SHALL INSTALL AND MAINTAIN INLET PROTECTION AT ALL CATCH BASINS ~'ceq ~ ti 'P , -
RETAINING WALL ~ ~ 6) ALL NEUSE RIVER AND CAPE FEAR RIVER BUFFERS SHOWN WITHIN THE PROJECT LIMITS OR DIRECTLY ~ e r ~ x~ \ \ \ ~
,k~ " ~ - ADJACENT TOTHE PROJECT LIMITS SHALL BE MARKED WITH ORANGE TREE PROTECTION FENCE OR
J>: SIMILAR DEVICE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF COMPLIANCE. -
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` a ' LS2 ~ PHASE 1 i \ ""'1' _
r ~ (32-=4.50CFS ' r lS-1 9F T~ _ ~ _ ~ ~ \ ~ 010=7.65CFS , L_ _i- 1, ° cPn~ \ \ \ ~ ~ \ \
~ ---..~ti. '"=i ~ SS=3:1, L=74', Wf2.5 '4 ~~`r°_~ ~'~~~fBOTTOMELEV=357.50 ~i,-,~ ~ ~ i 02=6.70CFS \ ~ ~ ~ \ \
? ~ , i' s`~. ~ 4 ~`zs, ~ ~ WEIR ELEV=358.00 ~ CLEARING LIMITS (TYP) S5=3:1, L=100', W=2.5 - \ \ 4'~ ~ \ \ ~ ~ BOTTOM ELEV=371.50 - ~ - \ ~
ara i . ' ` a ~ ~ TEMP SILT FENCE (TYP) z WEIRELEV~72.00 ~ J ~ ` 4 _ \ ~ C - \
~ , i ! ' \ - ~ ~ ~ o j i ~ ~ \
- ~ . ~ ; k 6" C9051DR25 W12' ~ , ~ , r: ~ , , _ CONCRETE ENCASEMENT i. .
' - ~ MEGA LUG TIGHT ~ , T ~ UNDER WALL TO 3 BOTH ' AGAINST JB-6 ON C905. ~ ~ .~Gj~
_ , _ \ ~ SIDES OF WALL „ ~ ~ ~ JOINTS ON C905MEGA - / ~ LOWER RETAINING WALL `
' ~ ~ 1 ~ LUGGED AND RODDED ~ PLUNGE POOL \ ~w ~€S-1 ~ , ~ ~ \ 1 r~~,~; ~ \
=15.28 cts SS = 2:1 ~ ' / ~ / ~ / 010 ~ ~ ~ ~ / BOTTOM ELEV =364.00 `t ~ / WA
WEIR ELEV=367.00 ~~V ~ 62 _ - _ / ~ ~ ~ p~E~RgSP~Ri~O" ~ - ~ \
- U DEPTH OF FLOW - 4.8" / VELOCITY = D.55 Tps V~~ - - „ ~ U -
R
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r CB-7 - _ - - ~ "
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. - CB-4 , _ ~ _ p 3 ~30" RCP. - ~ -
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CB-8 - - . _ _ = - / i ~ X 24" RCP ~ ~ f - ~ _
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GRAPHIC SCALE CA .,~tiah i . JOHN i JOHN A EDWARDS r~ COMPANY S~`E: °ATE GRANITE FALLS SUBDIVISION: SHEET
1" = 4U' ts-29-2uut
40 0 20 40 80 160 4 Q f - - Consulting Engineers SWIM & ATHLETIC CLUB FLD.BK&PAGE DRAWN 9Y: GRANITE FALLS SWIM CLUB, L.L.C. 5
AL 333 333 Wade Ave, Raleigh, NC 27605
018 - - Phone [phone] FNM 5909 FALLS OF NEUSE ROAD, RALEIGH, NC 27609, PH; 865-9918 OF
( IN FEET) FAX [phone] ROLESVILLE WAKE COUNTY NORTH CAROLINA FILE ND. CHECKED BY:
1 inch - 40 ft.
to DATE REVISION :BY ~m E-mail fredejaecocom JAE, JR. FINAL GRADING, STORM DRAINAGE, & EROSION CONTROL PLAN 11

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BM 2007, PG 445 BM 2004, PG 2376 • ~ . , ,
~ A~ " t _ ~ -

NIF NOTE: PLACEMENT AND COMPACTION OF FILL MATERIALS
OBERT F. ROGERS TRUSTEE R SETBACKS SHALL CONFORM TO SECTION 235 OF THE NCDOT
B.M. 1996 PG. 1657 D.B. 8926, PG. 367 FRONT....,•,.30' STANDARD SPECIFICATIONS FOR ROADSAND STRt1CTURES SIDE............12' DATED JULY 1995 OR LATEST.
PIN# 1759,15-63-4777 REAR..........25'
CORNER,,...22' NOTE: STREET & STORM DRAINAGE CONSTRUCTION SHALL
BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS.
TORM DRAINAGE TABEL S DITCH AND OUTLET PROTECTION OF NCDt7T.
Downstream U Cream U tream Len th Constructed Size Upstream Upstream Upstream Spread Tatal Velocity _ _ _ Downstream .Upstream ps ps g t• FORBAY NEUSE RIPARIAN BUFFER -ZONE 1
v Invert Elev Rim Elev Slape Inlet Area Inlet Inlet Q-2 Q-10 Out PIPE DIA Q-10 V-10 LENGTH WIDTH SIDE _ d50 d SERVED BY LEVEL SPREADER' FORT Node Node Invert Ele No. (ft) (~s) (fps) (fl} (ft} SLOPE % LINING (in) (in) # LENGTH WEIR ELEV L , >n L , W, D NOTE: HANDICAP RAMPS TO BE CONSTRUCTED AT (NO ENCROACHMENT INTO ZONE 1) ALL INTERSECTIONS IN ACCORDANCE WITH NCDOT
(ft) (in) (ac) C Q-10 (cfs) (ft) (ds) (fUs) _ 0.12 0.60 0.52 1.52 0.08 FES-i 30 33,64 5.51 N1A N1A 2:1 CL-1 13 24 NIA N1A N/A 14',11 14',10', 7 (30' WIDE) STANDARDS AND ADASPECIFICATIONS•
CB-15 CB-16 394,20 395.00 399.39 35.00 2.29 15 _ NIA
B-15 388.00 394.00 399.47 112.00 5.36 15 0.16 0.60 0.70 4.01 0.66 D-1 N1A 33,64 6.44 74 3 3:1 C350** NIA 24 NIA NIA N1A NI CB-14 C _ _
CB-12 CB-14 387.20 387.80 391.19 42.00 1.43 15 0.29 0.60 1.27 4.77 1.67 FE -1A 12 5.57 7.30 N!A NIA 2:1 CL-1 - 13 24 1 73' 366.00 28' 1 S >D 28' 14' 2' j~~~~\ NEUSE RIPARIAN BUFFER -ZONE 2 NOTE: THE CONTRACTOR SHALL CONTACT ONECALL BEFORE COMMENCING (20' WIDE) ANY WORK. THE CONTRACTOR SHALLVERIFY THE LOCATION OF ALL
CB-12DBL CB-12 386.40 387.00 391.00 10.00 6.00 15 0.54 0.60 2.34 8.18 3.50 - FES-20 15 5.85 6.80 N/A NIA 2:1 CL-1 13 24 2 53' 358.00 10', )0 10', e', 2' D ~ ~ ~.I ~ D THE CONTRACTOR IWILL ASSURE THE PRE ETNGE ONSITE ORF A NGS OR NOT.
CB-12DBL CB-13 386.40 396.00 399.51 153.00 6:27 15 0.31 0.60 1.35 4.62 1.031 - FES-30 15 4.03 6.44 N/A N/A 2:1 CL-1 13 24 3 7T 360.00 10', ! )0 10', 8', 21
CB-11 CB-12DBL 385.70 386.20 391.19 26.00 1:92 18 0.54 0.60 2.34 7.41 6.04 ~ _ _ _ REPRESENTATNE OF THE GAS COMPANY WHEN WORKING IN THE
CB-10 CB-11 384.20. 385.50 391.00 44.00 2.95 15 0.79 0.60 3.45 8.31 7.87 *LEVEL SPREADER IS STANDARD CURB WITH BACK OF CURB SET TO WEIR ELEVATION ~EGEN~ F~.~ 4 Z()~~ VICINITY OF ANYGAS MAINS.
B-9 CB-10 383.88 384,00 388.13 10.00 1.20 18 0,22 0.60 0,96 7.77 10.17 **NORTH AMERICAN GREEN OR EQUAL C EXISTING FIRE HYDRANT DtNk•YV~ititaUAia~`
CB-6 DI-8 382.00 383.50 365:50 34.00 4.41 15 1.42 0.60 6:20 0.00 6.20 PROPOSED FIRE HYDRANT WETIANDSAND510RMW.4~~~
Cep CB,9 382.80 383.68 388.60 79,00 1.11 18 0.00 0.60 0.00 5.60 11:49 EXISTING WATER VALVE
i 14 24 4.21 U.60 18.38 0.00 ~1s.3e _ DRAWS BELOW LEVEL SPREADERS SHALL BE GRADED CB-6 DI-7 382.30 382:80 385.50 44.00 h~ PROPOSEDWATERVALVE ATTENTION CONTRACTORS
361.20 381.E 387.41 35.00 1.71 30 0.33 0.60 1.44 7.84 37.3s OUT AT TIME OF LEVEL SPREADER CONSTRUCTION. CB-5 CBS EXISTING WATER REDUCER ~ PROPOSED WATER REDUCER The Construction Contractor responsible for the extension of water and sewer, as
CB-0 CB-5 380.20 381.00 387.41 47.00 1.70 30 0.18 0.60 0.79 5.24 38.44 EXISTING MANHOLE approved in these plans, is responsible for contacti Danny Ingram at M:796-7646
67.76 99.00 9:92 30 0.18 0.60 0.79 5.57 39.21 A CESS TO LEVEL SPREADERS FOR MAINTENANCE JB3 CB-0 369.31 380.00 3 C PROPOSED MANHOLE or Off:250-2802, and the .Public Utllitiea Department at 857-0540 at least
_ ~911 375:98. 10.00 0:14 30 N1A iV1A N/A N/A ~3s1 fi.fis IS PROVIDED BY THE SEWER OUTFACE EASEMENT. FES-1 JB-3 369:09 36. O EXISTING CATCH BASIN twenty four hours prior to beginning any of their construction.
FES-1A JB-3 366.42 369.11 375.98 67,95 4.07 12 NIA NIA NIA N/A 5.60 7.30 ~ PROPOSED CATCH BASIN Failure to notify both City Depar4nents in advance of beginning construction, will
LEVEL SPREADERS, FOREBAYS, AND STORM DRAINAGE ? EXISTING DROP INLET result in the issuance of monetary fines, and require reinstallation of any water or
STEM DOWN STREAM OF THE SEDIMENT BASINS ¦ PROPOSED DROP INLET sewer facilities not inspected as a result of this notification failure.
CB~5 CB-36 384.20 384.60 388.64 36.00 1.11 15 0.62 0.60 2.72 9.95 2.72 SY SHALL NOT BE CONSTRUCTED UNTILL THE SITE IS GRAPHIC SCALE v ~ ~ ^ T ~ Q EXISTING FLARED END SECTION tiL ~ PROPOSED FLARED END SEvTION Fallure to call for Inspection, Install a Downstream Plug, have Permitted Plana
CB-34 CB-35 382,57. 384.00 38864 69.00 2.07 15 0.19 0.60 0.83 4.44 3.58 too zoo ~ PROPOSED SEWER LATERAL on the Jobsite, or any other Violation of City of Raleigh Standards will result in a
0 5.96 15 0.02 0.60 0.09 1.61 3.65 STABILIZED AND THE SEDIMENT BASINS ARE REMOVED 5a o 25 50 ,oo CB-33 CB-34 379:63 382.37 385.35. 46.0 ® PROPOSED WATER SERVICE fine and Possible Exclusion from future work in the City of Raleigh
382.11 99.00 6.49 15 0.16 0.60 0.72 3.51 4.2s PER WAKE COUNTY INSPECTION. (SEE EROSION CB-32 CB-33 373.00 379.43 _ COR CITY OF RALEIGH
JB-31 CB-32 360.44 372.00 374.90 195.00 5.93 15 0.36 0.60 1.59 7.10 5.90 CONTROL PLAN) EET) 'O"t' 'O -f PERMANENT CUTOFF DITCH c
FES-30 JB-31 360.04 359.24 363.00 10.00 2.00 15 N1A NIA NIA 5.90 6.80 ([N FEET ) 1 inch = 50 ft, = 50 ft• S ~ ~ ~I 2a V 3 CITY OF RALEIGH DATE
CB-25 CB-26 388.65 389.00 393.25 36A0 0.97 15 0.12 0.60 0.53 3,14 0,48
15 0.11 0.60 0.49 3.04 0.93 a~l"`p°+++ ~n"„"'H~ CB-24 CB-25 384.20 388.45 393.Q0 42.00 10.12 ,.,~~,~~y'.(\~ D JOHN 1 JOHN A EDWARDS 8L COMPANY SCALE. oaTE GRANITE FALLS SUBDIVISION g"EET
nnn nnA .l n_n AAA 77A AAA n\I11\ _ /I
LB-23 LB-Z4 3ti1.UU 354.UU 3tl/.!! 114.UU U.U°4 v.ou U. to CB-22 CB-23 375.00 380.00 385.52 90.00 5.56 15 0.22 0.60 0.98 4.23 1.91 4 tiq 9 Consulting Engineers - - CONSTRUCTION PLANS
FLD. BK. 8 PAGE DRANM'BY:
' ~ - - 3331 .98 8.45 4.03 A - 1 _ JB-21 CB-22 360.87 374.00 381.15 180.00 7.29 15 0.45 0.60 333 Wade Ave, Raleigh, NC 276505 NORTH WAKE DEVELOPERS, L.L.C.
FES-20 JB 21 358.16 358.45 365.00 11.00 2.62 15 NIA NIA N/A 4.03 6.44 0078 U - Phone [phone] FNM 5909 FALLS OF NEUSE ROAD, RALEIGH, NC 27609, PH: 865-9918 OF ROLESVILLE WAKE COUNTY NORTH CAROLINA
FAX [phone] FILE N0: CHECKED BY:
E-mail fred®laeco.com JAE, JR. STORM DRAINAGE PLAN 5
DATE REVISION BY u UYY n

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NOTE: PLACEMENT AND COMPA :NT AND COMPACTION OF FILL MATERIALS W
SHALL CONFORM TO SECTION 2; STANDARD SPECIFICATIONS FOF rl TO SECTION 235 OF THE NCDOT Z
• DATED JULY 1995 OR LATEST. ;IFICATIONS FOR ROADS AND STRUCTURES J 5 OR LATEST.. U .
NOTE: STREET & STORM DRAINI 6 STORM DRAINAGE CONSTRUCTION SHALL Q
BE IN ACCORDANCE WITH THE S~ OF NCDOT. JCE WITH THE STANDARDS AND SPECIFICATIONS ~
NOTE: HANDICAP RAMPS TO BE +
ALL INTERSECTIONS IN ACCORDI P RAMPS TO BE CONSTRUCTED AT )NS IN ACCORDANCE WITH NCDOT
STANDARDS AND ADA SPECIFIC ADA SPECIFICATIONS.
DRAWS BELOW LEVEL SPREADERS SHALL BE GRADED
OUT AT TIME OF LEVEL SPREADER CON TR TI N. S ~C ~ NOTE: THE CONTRACTOR SHALL TRACTOR SHALL CONTACT ONECALL BEFORE COMMENCING
ANY WORK. THE CONTRACTOR CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
ACCESS TO LEVEL SPREADERS FOR MAI UNDERGROUND UTILITIES ` NTENANCE wHErl UTILITIES WHETHER INDICATED ON THE DRAWINGS OR NOL
IS PROVIDED BY THE SEWER OUTFACE EA EME THE CONTRACTOR VYILLASSUFtE S NT. REPRESENTATIVE OF THE GAS C )R WILL ASSURE THE PRESENCE ONSITE OF A E OF THE GAS COMPANY WHEN WORKING IN THE ~-a r--~
VICINITY OF ANY GAS MAINS. GAS MAINS. y
LEVEL SPREADERS, FOREBAYS, AND STORM DRAINAGE
SYSTEM DOWN STREAM OF THE SEDIMENT BAS INS
SHALL NOT BE CONSTRUCTED UNTILL THE SITE IS ATTENTIa ATTENTION CONTRACTORS 1~` i r . a ~ ~
STABILIZED AND THE SEDIMENT BASINS ARE REMOVE D The ConsUuction Contractor respons , ; ;ontractor responsible for the extension of water and sewer, as ~ ~
~P PER WAKE OUNTY IN PE TI a roved in these sans is res hsib C S CON. (SEE EROSION PP P Po OFD or Off:250-2802, and the Public U41 Mans, is responsible for contactir~ Danny Ingram at M:796-7646 ~ ~ ,~t ~ ~ ,
~ CONTROL PLAN} ~G twenty four hours prior to beginnirn ~ the Public U4lities Departme~rt at 8574540 at least ~ © ~ ~ ~ prior to beginning any of their construction. I
Q t ~ ~
Failure to notify both City Departm nth City Departments in advance of beginning construction, will ~ ~ ~ ~ ~ ~ , - E
8' result in the issuance of monetary fl A A sewer facilities not inspected as a res :e of monetary fines, and require reinstallation of ar~y water or , ~ i ~ ` '
inspected as a result of this not cation failure. ' ~ ~ ~ ~ - ~ ` ~ , .
Failure to call for Inspection, Install 1 ~spection, Install a Downstream Plug, have Permitted Plans ~
on the Jobaite, or any other Violgtior my other Violgtion of City of Raleigh Standards will result in a ~ ~
Fine and Possible Exclusion from futu 4' 30" RCP TOFES-1 ;xclusion from future work in the City of Raleigh Z I ` f - ,r
30' ROP FROM CB~4 4' 5' 3, - J' ;
B' .r
CITY OF RALEIGH DATE ~ 1 ~ ~ ` \ r
r i i r / i s
PLAN VIEW % I , . .
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~ .~S q ~ ~ , 30" RCP FROM CB-4 2'-6" ~ ~ ~ _ - , C , ~ • ~ i / „ ; ~ ~ 1 f ~ ~ ~
_ - - _ - 12" PVC TO FES-1A _ .1 C ~ ~ , ! i
` ; _ _ _ 3 , _ 0` ~ S~~A E N _ - ~ - ~MP,~ X~I=,S CREDIT UNTO % D.B.1.~3 PCB , ,
r ~ , ~ ~ 't ~ - - ~ ~ ~ , \ ; ~3, 26g4 , t , _
INV IN 369,31 , _ ` i • 25pg F q - 1 r N 7
INV OUT 369.11 ~ ~ , \ ~ ~ ,r ~ } ~I f1 ~9 2 X71 ~9 - 87
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R o ; 3" LAYER OF ' ~ ! , oo 156
~ 160 \ o~ ~ i f• \ ~ s / ~ r::
# 57 STONE ~ j - ' Flow ; , . ~ ; ~
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r RIPARIAN sF F f ~ i r 'f ~'.i'.r
~ BUFFER ~ ' 159 ;157 2.1 2:1 + , ' ! / % ~ , ~ . , , , I'VFIIANDSgNp STpR~1W ~a d r
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_ i i , ~ LEGEND f~ ~;lj~i ,
15 1 ~ ` ~o CHANNEL ~ ~,t~J' / ~ / EXISTING FIRE HYDRANT. / k... / PROPOSED FIRE HYDRANT
~ ti ~ 'l / ~ ~ ~ EXISTING WATER VALVE
\ ' NIF , ~ , c; ' • _ ~ ~"Yr-~JY~ , " ~ ~1 PROPOSED WATER VALVE
y ~ ` 3 FT WIDE STRIP FREEMAN, BILLY J. ' w'T Is~ EXISTING WATER REDUGER
D.B.5501 P 4 s Q ` ~ OF FILTER FABRIC G 80 ~ ~ / ` / PROPOSED WATER REDUCER
BM 1983, PG 540 ~ ' ~ ,s / ti ! ~ r ~ j..,! . ;i EXISTING MANHOLE
STANDARD CURB PIN 1759.15-72-1565 ~ i ' ~ ~ ~ / ~ ~~~G / / / ~ .PROPOSED MANHOLE
AS WEIR 1 ~ ~Q i J~ ~ / C~ EXISTING CATCH BASIN
~ p ~ i 6 / / J,~6~ Q ter. , / r PROPOSED CATCH BASIN ? EXISTING DROP INLET
~ d, / P~' . j'' ~ PROPOSED DROP INLET
' y Q / t i Cj ? ~O / / - / Q EXISTING FLARED END SECTION
SETBACKS ~ PROP05ED FLARED END SECTION
t ~ 0 " ~ FRONT:.......30' K~J PROPOSED SEWER LATERAL
`1 / ~ SIDE............12' ® PROPOSED WATER SERVICE
NV ~ v___ W REAR.....•....25' COR CITY OF RALEIGH CORNER.,...22' ~-F PERMANENT CUTOFF DITCH
SCALE: 1" = 2' ~
/ ~ - / ~ i
y '~~~.r%~ ' ~ , / ~
/ ~ / / - / NEUSE RIPARIAN BUFFER-ZONE 1
(NO ENCROACHMENT INTO ZONE 1) (30' WIDE)
GRAPHIC SCALE ~ ; ~ =
50 0 25 50 100 200 ~ ~ 1 ~ NEUSE RIPARIAN BUFFCR-ZONE 2
- ~~x~~~Cx? (20' WIDE)
E / I
(IN FEET )
1 inch = 50 ft.
\d~o„m ,map _ DS-~y ~q V3
C A U~~i `gyp iy~ OHN A EDWARDS 8L COMPANY SBA`E: A DATE: _ GR.ANITF FAI ,t ~t IRntv~,c~nN SHEET
_ - JOHN A EI
Col l = _ Consulting Engineers - *u Iu NBY- CONSTRUCTION PLANS v
333 Wade 333 Wade Ave, Raleigh, NC 27605 FLD BK&PAGE DRAWN BY NORTH WAKE DEVELOPERS, L.L.C. 2
1 78 Pho Phone [phone] FNM 5909 FALLS OF NEUSE ROAD, RALEIGH, NC 27609, PH: 865-9918 OF
- N ROLESVILLE WAKE COUNTY NORTH CAROLINA FAX [phone] FILE NO: CHECKED BY:
E A ~ UIY DATE 5 E-mail fredo)aecocom JAE. JR. STORM DRAINAGE PLAN
n, ,~a~ REVISION BY E-m

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' ~ f~,~ TABLE THIS SHEET FOR SHEET FOR APPROPRIATE ~ ~ ~ f
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~ \ T ti JI 11 ~ •1 gyp, .
1; SEE DITCH AND OUTLET PROTECTION I
. ' j' TABLE THIS SHEET FOR APPROPRIATE J B-21
X DIMENSIONS _ ~ ~ ~a, 1 DETAIL: LS-2
> > , SCALE: 1 "=10' . _
~ \ ~ ~ ~ l _ : ~ r. t
~ ~ ~ i _ ,r _ pR pRAINA~E
FES-1 __r~
, i J y ~ , ~EIGH°- _
1 ~ ~ i~ ' i 20 CIN _ _ ~ E
. - _
1 ~ _
1, SCALE: 1 -10 DRAINP'~
~ ~ ~ 1 20 STOR
S ENT EA
NOTE: PLACEMENT AND COMPACTION OF FILL MATERIALS
SHALL CONFORM TO SECTION 235 OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
LEGEND DATED JULY 19950R LATEST.
NOTE: STREET & STQRM DRAINAGE CONSTRUCTION SHALL .~tT_ EXISTING FIRE HYDRANT BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS
_ PROPOSED FIRE HYDRANT OF NCDOT
i' _ SETBACKS . `iV EXISTING WATER VALVE
ON ........30' - PROPOSEDWATERVALVE
J SIDE,...., .....12' - s EXISTING WATER REDUCER NOTE: HANDICAP RAMPS TO BE CONSTRUCTED AT
- REAR..........25' - CORNER.,..,22' PROPOSED WATER REDUCER ALL INTERSECTIONS IN ACCORDANCE WITH NCDOT STANDARDS AND ADA SPECIFICATIONS.
~ ~ r EXISTING MANHOLE
/ ? ~ PROPOSED MANHOLE
',r O EXISTING CATCH BASIN NOTE; THE CONTRACTOR SHALL CONTACT ONECALL BEFORE COMMENCING ~ PROPOSEDCATCH BASIN ANY WORK. THE CONTRACTOR SHALLVERIFYTHE LOCATION OFALL
~ ~ NEUSE RIPARIAN BUFFER -ZONE 1 r p EXISTING DROP INLET UNDERGROUND UTILITIES WHETHER INDICATED ON THE DRAWINGS OR NOT.
{NO ENCROACHMENT INTO ZONE 1) ~ PROPOSED DROP INLET THE CONTRACTOR WILL ASSURE THE PRESENCE ONSITE OF A
(30 WIDE) ~ , ~ Q EXISTING FLARED END SECTION REPRESENTATIVE OF THE GAS COMPANY WHEN WORKING IN THE
~ PROPOSED FLARED END SECTION VICINITY OF ANY GAS MAINS.
`J~ ~ NEUSE RIPARIAN BUFFER -ZONE 2 20' WIDE ~ PROPOSED SEWER LATERAL
( ) Y~ A ® PROPOSED WATER SERVICE ATTENTION CONTRACTORS
SEE "DITCH AND OUTLET PROTECTION" COR CITY OF RALEIGH ~ ~-F PERMANENT CUTOFF DITCH The Construction Confractor responsible for the extension of water and sewer, as
TABLETHIS SHEET FOR APPROPRIATE approved in these plans, is responsible for contacting. Danny Ingram at M:791-7646
DIMENSIONS or Off:25D-2802,. and the Public Utilities Department at 857-0540 at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advanceof beginning construction, will
~'"J~~ DRAWS BELOW LEVEL SPREADERS SHALL BE GRADED result in the issuance of monetary fines, and require reinstallation of any water or
0 T AT TIME F LEVEL U 0 SPREADER CONSTRUCTION. sewer facilities not inspected as a result of this not cation failure.
Failure to call for Inspection, Install a Downstream Plug, have Permitted Plans
ACCESS TO LEVEL SP EA R DERS FOR MAINi'ENANCE on the Jobsite, or any other Violation of City of Raleigh Standards will result in a
IS PROVIDED BY THE SEWER OUTFACE EASEMENT. Fine and Possible Exclusion from future work in the City of Raleigh
LEVEL SPREADERS FOREBAY AND STORM DRAINA E LS-3 s, c
SYSTEM DOWN STREAM OF THE SEDIMENT BASINS r CITY OF RALEIGH DATE
_ ` SHALL NOT BE CONSTRUCTED UNTILL THE SITE IS ~
~rl ~ STABILIZED AND THE SEDIMENT BASINSARE REMOVED
1 ~ ~ . PER WAKE COUNTY INSPECTION. SEE EROSION
~ CONTROL PLAN) D C~~~~1 p
~<< , _
_ . FEB 4 2.00$
FES-30 DENa-wA~~~~ Ai~~r,~
y+~nAND5 AND STOR~'i
J B-31
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sr ~5- ~~Za v 3
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U J W r ~ pu~~4~~"ul J~ non ~q~ ~ O 0~~ C Il ~~~i ~ i SCALE: DATE: GRANITE FALLS SUBDIVISION SHEET
_ . _ . o ,q w,. N~ . i JOHN A EDWARDS 8~ COMPANY n~
N m ,T .ryC~ _ = SLALL: 1-=I U'
l - Consulting Engine „J & PAGE ~ V "-`uu' CONSTRUCTION PLANS
333 Wade Ave, Raleigh, NC 27605 FLD BKPAGE DRAWN BY NORTH WAKE DEVELOPERS, L.L.C. 3
78 Phone [phone] FNM 5909 FALLS OF NEUSE ROAD, RALEIGH, NC 27609, PH: 865-9918 of
' I NEB ,s FAX [phone] FILE ND: CHECKED BY: ROLESVILLE WAKE COUNTY NORTH CAROLINA
E-mail fredojaeco.com JAE, JR. STORM DRAINAGE PLAN 5
DATE ~ UYY .r REVISION BY h 0

f . _ X11 I i
k~~ ~i ~,F ~ iii ~
T M SEDIMENT BASINS ~r : , = CUS 0
a' a e Arm = 2.95 A SB1 Dr to g C ~ . _ ..fix ~ ~ - - " ~ ~i ~ _ ~ ~
Runoff Peak - 8.5 d: 1~ ~ - ~ ~ - I~>~- ~ err
Req d Vd. Req d Area Length Widlh Aroa Vd Weir ~ ~
r ~ CF T ~ ,
5354 3701 104 6~ ~ ? - 5408 10810 10 ~ l _ .
m Zs ~ ~ ,
S62 Drains a Areals 1.1aAC PH r ~ ~ _ ~ - g W ASE F 2 ~
Runoff Peak ~4 t~ , q - ~ /1 ~ \ r.-
Re 'd Vd, Re 'd Area Len h Area Vd Weir ~ r~ ~ ; ~ ~ _ 4 Q ~ _ ~ III I I
CF ft ~ Q 1, ,r I \
2142 1480 65.5 32.15 2 2145 4290.25 10 Z ` , / / ~ ' - r- J _ ~ _ ~~y . 81' _ - i1- - ~ 43 ' 1~' S:~ ~
Q ~ SB3 Drainage Area = 2.24 AC ~ ~ ~ ~ _ _ ~~e- - _ . - _ - ~ ~ s
~ - Runoff Peak = 6.5 cfs - - " ~ 37~ i ~
; i - , , - - , - Re d Vol. Re d Area Len th Width De th Area Val Weir ° ' r ~ ~ " _ s ~ ~ ~rl " ,
(cF) (sf) (ft) (ft) (S~ ~~Fl ~ r"' ~ ' : . -1.-- / - _ `?3i~. ~ ~ ~ '4~ "e x~ ~ a _ A ~ ~ ~ - _ vet- - I ! ~ ~ .h
( . r a , , = _ - 4066 2810 .90.5 45.25 2 4095 8190.25 10 r-_ - - tJ m 11 _ ~ + ~j ~ 'i ~ : -
- ~ - , w- _ - ~ - - 1;17Y _ l ~ - _ - _ - , w ~ _ F I z r ~j _ ~ = ,oy~-.
- __--PROR30' 9E---. - - - - - - 4• - y . ~ ~ w ~ ~ . ~ ~ _ Q~,P f :RIP it
~ ~ - , _ I ~ S II
, - - y RM - - - = . _ _ _a81 \ \ ~ - J _ I - I ~ , _
~ h, _ 1 ~ 0; ~ - "3' ~6,... - 380 - \ ~ ~ Aw-
_ ~ : - ~ , , j ~ - , ~ -
EX SILT FENCE FROM OUTFACE - _ - _ _ _ ' - - ~ r. , / r Y~ , °SB-2 ~ l T. ' r ~ ~ . _ III 1 , ; i
BE INSPECTED ! : - . ~ ' _ / - - ~ DRAWS BELOW LEVEL SPREADERS SHALL BE GRADED CONSTRUCTION SHALL ~ ~ 3eo ~ _ . . 8 ~ v~~ 1 1 ~ _ W
CATE . , - _ A TIME F PRIOR TO CERT FI • ; , ' ~ - , , . - _ - - _ , " . \ ~ OUT T 0 LEVEL SPREADER CONSTRUCTION. AND REPAIRED ~ , , ~ - C1~.2~ _ _ ~ , ~ ; . '11 ~I ~ ih~ > \ \ ~ - •c~ ~~~.,~il ~I~ I~I `iii
P CE INSPECTION J - - , _ F COM LIAN A ' ~ - ~e ti,~, - / _ ~ ~ - A V A~ ' i 1 ' ~ S~ I FES-1 ~ ~ I '
3 ACCESS TO LEVEL SPREADERS FOR MAINTENANCE ~ ~ ~ ~ ~ ~ ~ , ; • , ~ ; j ~ ~ / J ~ , _-'mot'' ~i ~ , ~t _ i . , ~
IS PROVIDED BY THE SEWER OUTFACE EASEMENT. ; , ; ~ , ~ ! _ . ,I - . . ~ i I ~ -p' r - _ ~ , , / - - , , . . .I TEMP DIVERSION V ~ : ~ ; ~P; ~'Q~ ~ Ali'' ~ ~ ~,~v
~o % fiEM ;i _ 1
LEVEL SPREADERS, FOREBAYS, AND. STORM DRAINAGE TO M MAIN OUT OF , CB-22, D ~ ~ ~ ~ : . ; _ _ COLLECTION DITCH , ~ ~ E w I,~;aii . ~ ~ tti , , 1 `
SYSTEM DOWN STREAM OF THE SEDIMENT BASINS ~ - 0 CB-32 SHALL BE LEFT SHORT T - ' ~ SB-3 ~ ~ ~ , r ~ ~ _ - _ i ; i . , . ~ _ '
SHALL NOT BE CONSTRUCTED UNTILL THE SITE IS ~ - - - INTO TH ~ ~ ,i E RESPECTIVE ' ' N EMPTY ' ~ - ~ - ~ ~ ~ ~ ' , t 1 s 1 ~ ,y ~ r' ~ III 1 ; l . ti,. \ "e`er.. ~ ~ \ C _ _ _ ~ ~ ' t l ~ ~ 1 ~ \1 , ~ J
STABILIZED AND THE SEDIMENT BASINS ARE REMOV ~ ~ ° , f ~ ~ ~ - ED STORM SYSTEMS a ~ , ~ % / ~ m` W _ - - " - - . ` , ASIN. ~ I _ SEDIMENT B _ - , , ~ ~ ; ~ B- S ~ ~ ~ti ~2 t ~ j~ Ott
PER WAKE C NTY IN PE TI N. E 1 % ` % .1 ' ~ ~ - _ - _ ~ ~ . OU S C 0 S E NOTES THIS ~ " - ~ MPLETED UPON ; ; o o ' ~ ~ : i ! ; : I ~ - SHALL BE CO
REMOVAL OF BASIN ~ ~ U _ ~A ~ , ~ ~ ~ ' ~ ~ ~ ~ >r , ~ DIVERSION ~ , ` , ~ Q . .
. , i ~ . .I ; , , ~ 111 ~ , 1 ~ I © ~ TEMP ~ .~~'p. ~ . v N DIT N
~ ! ~ ~1 ' ' I. ~ ~ I ~ - I1~. ~ ~ f J - I _ ~.I I II ~ ELECTION ~ ~ ~ - ~ , , , , ~ 50'~ \ ~ , . C~, _ ,
1'' ~ I ~ f ~ - ~ i I ~ A s ^I~ L • a i _ '~ti , I j ~ ~ , ~ I , ,I , , , . : ~ ; I ~P
Q , i ~ Ot ~ ~ ~ 1 ~ ; ~ - ; , 0, OgL . : ~
i i ~ I ~ i' I i ~ ~ r ~ r r m aa~ ' ~ ~ , ~ I; ~ I ~ 1 ~ , r` / ~ ~ i ~ w m', ~ a $6 ~ l - . , ~ , , , ~ ~ r ~ .~--.x'35 ~ b ~ _
i ~ ~ { - ~ o 8 , a K 1 8
, ~ i ~ ~ i ~ A ~ t`~. . V lt) © i r ~ i I ~ ; 1 , - ~ ~ ~ ors \ r'~ \ \ •;~j:,~ - - ~ , .
~ i ~ ; 3 >j , h . I 1 l ~ i 1 ~ ~ J O ~ ~ i I i `i C ~ ~ Um ~ Oi , . , J ~ ~ - 1 ~ ~ y ' I ` ~2 I
( k b. r I I i L ~ G i ~ - . : r r '
1 j i I ~ 110 1 , s ~5 ~ ~ 3 t
i.r~ 1 i ~ ' i , } i i ~ ~ , , i ~ , ~ v ~r. ~ ~ ' I' ~ i ~ ~ ~ ~ _ ,
~ ~ i ~ ~ ~ ~ , : , LEGEND ~ ~ ~ ~B-33 o ~ ~ ; , . , 1~~. ~ ' ~ ~ ~ ~ +t Ep,R
46-25 ~ ; " } I rC, _ , ~ , _ . ~ ~ _ ~ - I / ~ ~ ~ ~ 1 e , A r- ~ ~ - , : . , ~ , , ~ , , ~ ~ i".~_ , CONSTRUCTION
D NT ~ ~ ~ ~ , ~ j - - ~ , , ~ L ~ I ~ i , ! EXISTING FIRE HY RA rt ~ ~ ` . ~ ~ ~ I ~ i _ _ ~ I , , t - - - i ~ PROPOSED FIRE HYDRANT -0 i ~ I 'ti : ~ ~ ~ CB-~6 i j , ~ ; ~ m ~ _ ~ ce ~ g ~ ~ ~ I ENTRANCE
EXISTING WATER VALVE + ~ ~ ` ` I `"'v i ~ i
~ , , ',CB~34 I r ~ ~ ' , ~ ~ ~ .l / PROPOSED WATER VALVE m ~ ~ i i _ ,
r - ~i ' -f ' -r-1~'*~'~I h EXISTING WATER REDUCER 4 ~ ~ r ,i ~ ~ E ANNA POINT LANE I ~ yam- ANNA P01 T LANE ~ i ~L ' 1' • ' ~ ~ ~I, ~ ~ d , , ~ ~ III I ' .
ATER REDUCER r' 2 W . i ~ G ~ ' ~ ,4 ~ ~ PROP05ED W 0, ~ X26' B-B 50' PUBLIC RW`, j I 35 B-B 60 PUBLIC R , , ' ~ ~ ~ ~ ~ ~ ~ `ti '3 ~ : l / I I . , , : ~ CPP
t") EXISTINGMANHOLE 'lC/ - ~ ~ /~"y ,,~~c- I ~ , ~ `~'urP ~ ~ ; ~ ~ ~ ~ ~ TEMP 2 ~ i 1, ~ ~ ~ `p ~ ; -Esc.--.._-. i CROSS DRAIN ~ . -V ~ ,
~ PROPOSEDWWFIOLE ~ ~U ~ r t ~ ~ ; 1 V , Q ~ ~ I ~ ~ 3, ' i f
O EXISTING CATCH BASIN I ~ - l ~Z 1 I ev ~ i , , ~ I - I ~ - ~ ~
A PROPOSED CATCH BASIN d Z O ~ ~ ` ~ p ~ ' ' ~ Q ~ ! I, ' i~o U ~ ' ~ ' d~ b7 Q , ~ C' ` j ~ 'i ~ ~ ~~9 EXISTING DROP INLET o i 1 ~ ~ ~ ~ 'F? F- J I ~ ~ ~ NI 0 -
i 07 6 m ~ i RROPOSED DROP INLET ~ ~ i ~ i ~ ~ ~ ~,m , W m ~ ~ 16~ 1^ . - ~ ~ ~-t - 0 I. . ~ , , ~ ~ fn m_. , - STATE EMPLQ~YEE~ CREDIT..UNI N / .,4. D _ ~ _r' , ~ ~ 204 '
' ~ 1 ~2 I . ~ ~ ~ ~ ~ ~ a ~ ~ '~fi8 Q EXISTING FLARED END SECTION ~ i ' 1 I ~ ` i 1 ! 0.' t , 'w _ _ ~ _ ~ - 23 y - ; ~ z
~ PROPOSED FLARED END SECTION ~ t ~ 1 ~ r i ~ , ~ : c~ ' , t ~ ~ ~ TEMP SLOPE DRAT , ~ ~ o ~ t ~ , ~ - ~ ~ ` _ - r ~ - ~ ` ,~'BM 06 ;PG 2509 ~ ~ ~ N _ ~ Z ~ .
O PROPOSED SEWER LATERAL ~ . ~ ' f ~ I ~ ! i ! I I i ~ ~ ~ r , ~ . ~ a~ i_ EMP DIVERSIONj" Plf~ 1 -7 59` T - . ~ 1;5987 - 2
I ~ SIGN - ~ ~ m~ ® PROPOSED WATER SERVICE } \ ~ TEMP DIVER ~ , j ' , ~ : a . P DIVEI ~ ; ~ ~ i i ~ ~ ~ w m ~ o~ TEM ~ TEMP DIVERSION - ~ ' 'CUTOFF DITCH , ? 0; A~..--- fjU
coR cITYOFRALEIGH I <<` ! / ~ COLLECTION,DITCH ~,I ~ I I. • ~ ~ 1 ; / / i ,r ~ ~..z~ - - COLLECTION COLLECTION DITCH ~ ~ - ~i~ ~ \ . _ - -r
CHECK DAM _ ~,'f~' r ~ ' ~ I -~--f- V - C - :
` IGH SS EASE ALEIGH SS EASE f EX 30 CITY OF RACE ~ - ~ z ~ , INLET PROTECTION -DROP INLET EX 30 CITY OF R _ O17~~ t` ~ ~ PG 2376 ~ ~ r , , o . ; . ~ • AT ,M" E ~ ~ HI,IN _ ~ , ~ t ' ~ . ~ TC~fLI E , V i r, - ~ ~ I ~
BM 2007 PG 445 " ~ _ BM 2004, - ~ \ ~ INLET PROTECTION•CATCHBASIN n-~. fro ~ . . ~ 1.... ,yam I ,
~--F f-F i-F TEMPORARY DIVERSION DITCH
+-F f-F ~-F PERMANENT CUTOFF DITCH NIF
--~-s~,r- sILT FENCE R ERS TRUSTEE ROBERT F. OG D
B.M. 1996 PG. 1657 D.B. 8926, PG. 367
PIN# 1759.15-63-4777
DENUDED AREA = 4.7 AC FED ~ ~ TOTAL
DENf~•1NAIctw~u'~~I~ 1hET6ANAS AND STORMWAI~R
ROTECTION _ STORM DRAINAGE TABEL DITCH AND OUTLET P
Downstream U stream Downstream U stream Upstream Length Constructed Size Upstream Upstream Upstream Spread Total Velaity PIPE ~ SIDE
Node Inverl Elev Invert Elev Rim Elev Slo Inlet Area Inlet Inlet O.2 D-to out (~-10 V-10 LENGTH WIDTH d50 d SERVED BY LEVEL SPREADER' Node Pe Np, DIA SLOPE LINING IEL SPREADER* FORBAY
ft % in 'ac C 0-10 (cfs) (ft) (cfs) (ftls) (cfs) (fps) (ft) (ft) o (in) (in) # LENGTH WEIR ELEV O O O ) (ft) /o WEIR ELEV L , W, D
CB-15 CB-16 394.20 395.00. 399.39 35.00 2.29 15 0.12. 0.60 0.52 1.52 0.08 - FES-1 30 33.64 5.51 NIA NIA 2:1 CL 1 13 24 NIA NlA WA WA 14',10', 2'
CB-14 CB-15 388.00 394.00 399.47 112.00 5,36 15 0.16 0.60 0.70 4.01 0.66 - SETBACKS NEUSE RIPARIAN BUFFER -ZONE 1
- - D-1 NIA 33.64 6.44 74 3 3:1 C350** NIA 24 NIA N1A WA CB-12 CB-14 387.20 387.80 391.19 42.00 1.43 15 0.29 0.60 1.27 4.77 1.67 WA NIA FRONT.:....:.30' (NO ENCROACHMENT INTO ZONE 1)
387.00 391.00 10.00 6.00 15 0.54 0.60 2.34 8.18 3.50 FES-1A 12 5.57 7.30 WA N!A 2:1 GL-1 13 24 1 73' 366.00 CB-121)BL CB-12 386.40 366.00 28' 8', 2' SIDE,.:.......:.12 (30' WIDE) REAR...,.:....25'
- - 86.40 396.00 399:51 153.00 6.27 15 0.31 0.60 1.35 4.62 1.03 FES-2 15 5.85 6.80 NIA NIA 2:1 CL-1 13 24 2 53' 358.00 Cfl 12DBL CB,13- 3 358.00 10', 8', 2' CORNER.:...22' ~ ~ NEUSE RIPARIAN BUFFER=ZONE 2
- 360.00 10', 8', 2' ~ {20' WIDE)
C9-11 CB-I2DBL 385.70 386.20 391.19 26.00 1.92 18 C.54 0.60 2.34 7.41 6.04 6.44 WA NIA 2:1 CL-1 13 24 3 76' 360.00 FES-3 15 4.03
CB- 0 CB-11 384.20 365.50 391.00 44.00 2.95 15 0.79 0.60 3.45 8.31 7.87 1 *LEVEL SPREADER IS STANDARD CURB WITH BACK OF CURB SET TO WEIR ELEVATION NOTE: PLACEMENT AND COMPACTION OF FILL MATERIALS SHALL CONFORM TO SECTION 235 OF THE NCDOT
CB-9 CB'-1t7 383.68 '384.00 388.73 10.00 1.20 18 0.22 0.60 0.96 7.77 10:17 **NORTH AMERICAN GREEN OR EQUAL STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
CB$ DI-B 382:00 383.50 385.50' 34.00 4:41 15 1.42 0.60 6.20 0.00 6.20 DATED JULY 1995 OR LATEST.
CBS CB-9 382.80 383.68 388.60 79.00 1.11 18 0.00 0.60 0.00 5.60 11.49 NOTE: STREET & STORM DRAINAGE CONSTRUCTION SHALL ATTENTION CONTRACTORS
B~ DI-7 382.30 382.80. 385.50 44,00 1.14 24 421 0.60 18.38 0.00 18.38 C BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS
CB-5 CB•6 38120' 381.80 387.41 35.00 1.71 30 0.33 0.60 1.44 7.84 37.39 OF NCDOT. The Construction Contractor responsible for the extension of water and sewer; as approved. in these plans, is responsible for contacting Danny Ingram at M:796'-7646
CB-4 CB-5 380 20 381.00 387.41 47.00 1.70 30 0.18 O.tiO 0,79 5.24 38.44 orOff:250-2802, and the Public Utilities Department at 857-4540 at least
-3 CB-4 36931 380,00 387.78 99.00 9.92 30 0.18 0.60 0.79 5.57 39.21 JB NOTE; HANDICAP RAMPS TO BE CONSTRUCTED AT twenty four hours prior to beginning any of their construction.
FES-1 JB-3 369.09 369.11 375.98 10.00 0.14 30 NIA N1A NIA N1A 33.61 8.86 ALL INTERSECTIONS IN ACCORDANCE WITH NCDOT
FE -1A JB-3 366,42 369.11 '375.98 67,95 4.07 12 NIA NIA WA NIA 5.60 7.30 S STANDARDS AND ADA SPECIFICATIONS. Failure to notify both City Departments in advance of beginning construction, will '
resultin the issuance of monetary fines, and require reinstallation of any water or
CB-35 CB-36 364.20 384.60 388.64 36.00 1.11 15 0.62 0.60 2.72 9.95 2.72 SC E GRAPHIC AL NOTE: THE CONTRACTOR SHALL CONTACT ONECALL BEFORE COMMENCING sewer facilities not inspected as a result of this notification failure.
CB-34 CB-35 382.57 384.00 388.64 69.00 2.07 15 0.19 0.60 0.83 4.44 3.58 ANY WORK. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL Failure to call for Inspection, Install a Downstream Pfug, have Permitted Plans
50 0 25 50 100 zoo UNDERGROUND UTILITIES WHETHER INDICATED ON THE DRAWINGS OR NOT. on the Jobsite, ar any other Violation of City of Raleigh Standards will result in a THE CONTRACTOR WILL ASSURE THE PRESENCE ONSITE OF A
CB~3 CB-34 379.63 382.37 385.35 46.00 5.96 15 0.02 0.60 0.09 1.61 3.65 REPRESENTATNE OF THE GAS COMPANY WHEN WORKING IN THE Fine and Possible Exclusion from future work in the City of Raleigh
CB-32 CB-33 .373.00 379.43 382.11 99.00 6.49 15 0.16 0.60 0.72 3.51 4.26 VICINITY OF ANY GAS MAINS.
JB-31 C8-32 360.44 372.00 374.90 195.00 5.93 15 0.36 0.60 1.59 7.10 5.90 IN FEET ( ) os ~ ~ ~ ~q ~ 3
FES-30 JB-31 360.04 359.24 363.00 10.00 2.00 15 hllA NIA NIA 5.90 6.80 1 inch = 50 ft. CITY OF RALEIGH DATE
CB-25 CB-26 388.65 389.00 393.25 36.00 0.97 15 G.12 0.60 0,53 3.14 0.48 „~nu1p' " n„ 5~`E: °"re: GRANITE FALLS SUBDIVISION STET
- JOHN A EDWARDS 8t COMPANY _
CB-24 CB-2b 3t54.zu M5.49 3y3.w 4L.uu IU.IL U.11 u.ou u.Yn .2. L#-+ u.aa I - OU 1U-LL-LUU!
CB-23 CB-24 381,00 384.00 387.77 114.00 2.63 15 0.04 0.60 0,19 3.34 1.14 Consulting Engineers CONSTRUCTION PLANS
CB-22 CB-23 375.00 380.00 385.52 90.00 5.56 15 0.22 0.60 0.98 4.23 1.91 = 333 Wade Ave, Raleigh, NC 27605 FLU. BIC & PAGE DRANM BY: NORTH WAKE DEVELOPERS, L.L.C.
JB-21 CB-22 360.87 374.00 381.15 180.00 7.29 15 0.45 0.60 1.98 8.45 4.03 = - - 1018 Phone [phone] FNM 5909 FALLS OF NEUSE ROAD, RALEIGH, NC 27609, PH: 865-9918 OF
FES20 JB-21 358.16 358.45 365.00 11.00 2.62 15 N/A N/A NIA 4.03 6.44 - - - ROLESVILLE WAKE COUNTY NORTH CAROLINA FAX [phone] FILE N0: CNECITED BY:
H ri' E[~ P o~``~ DATE REVISION BY un E-mail fredojaeco.com JAE, JR. EROSION CONTROL PLAN 5

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