20100012 Ver 2_Stormwater Site Plans_20111021

Strickland, Bev
From: Jesneck, Ken [[e-mail]]
Sent: Friday, October 21, 2011 2:48 PM
To: Strickland, Bev
Subject: RE: DWQ# 10-0012 V2 Water Gardens Village
Attachments: Public Ftp Instructions.pdf
Bev,
The TIFF versions of the signed plans are downloadable from out FTP site. I have attached the instructions to access the
site. The files are located in the Water Garden subdirectory.
Let me know if you problems with downloading the files.
Thanks,
Ken Jesneck, PE, LEED AP
WITHERS" RAVENEL
111 MacKenan Drive I Cary, NC 27511
Phone: [phone] Fax [phone]
Direct: 919.535.5139 1 Mobile: [phone]
kjesneck(a)withersravenel.com
www.withersravenel.com
From: Strickland, Bev [maiIto: bev.strickland(a>ncdenr.gov]
Sent: Friday, October 21, 20112:26 PM
To: Jesneck, Ken
Subject: DWQ# 10-0012 V2 Water Gardens Village
Please provide a data CD or ftp site with a full size version of ti ?e signed plans ire TIF Group 4 format (black and
white 300dpi, not grayscale cr color) for the project listed above. If the plans are too large to sore in TIF
format, they can be stored in PDF.
Beverly Strickland, Administrative Officer
Division of Water Quality - Program Development
N.C. Department of I Mvironment and Natural Resources
Mail Scry ice Center 1650, Raleigh, NC 27699-1650
Phone!' 919-8O7-6350
111mail Address: BeY.Stricklanchijwclenr. -y
Main Line [phone]
Fax Line n [phone]
E-mail correspondence to and_from this address ma)? be suhject to the North Carolina Public Records Lan' and muy be disclosed to third parties
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/ ~ TYPE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY t3F H / / / I I - ( I , TYPE I ~ ~ ~ / / / / / / / l' ' . . ~ , / I( / ~ / ) / I / / I IES • 111 t~,~
RALEIG STANDARDS \ / I E_ SPECIFICATtCINS. ~ \ \ Yt h / 4 t , E- ca ~ I I I I t/ / / it I1 I I l 11 f . 41 / ~ I 1 / I / I . . I . ~.1•. . 6.25 ~ 1 / © ; . oi*
\ / ~ l / / 5., Z. FIRE PROTECTION DESIGN PROVIDED BY OTHERS. 5EE FIRE PROTECTION PLANS FOR ~ \ ~ \ / / ~ Il II ! I r ~ / l ~ I I ~ • •i,
CALCULATIONS AND SPECIFICATIONS. \ ~ / \ ~ \ 3. TOPt~RAPHIC INFORMATION PROVIDED BY WITHERS RAVEN L . / ~ & E. \ I ~ / / ~ ~ ~ \ EXIR A?t~II~G I I ( ~ ~ tii I I . •l. r
4. TH XI TIN I ITI H TH 1~ E E S G UT L ES S OWN ON E PLANS IS EASED ON THE BEST AVAILABLE INFORMATION, \ / / i ~ 1 / ~ ~ ~ \ I I I I . . .~.n AIWA • / 11 / I 1 . ' . .
BUT CAN BE CONSIDERED ONLY AS APPROXIMATE. CONTRACTOR SHALL FIEID RIFY EX TI \ ~ VE IS NG \ C~ - CONDrTK~dS INFORMAT~d AND UTILITY LOCAT~NS PRIOR TO COMMENCEMENT OF WORK ON SITE. /SIaEWALK 1 ~ I ~ / I I I l/ a ~ ~ 11 / 1 1 1 I /t' looll,
~ \ \ T T FIT H PR P c'\\ / ANY PO EN IAL CON L C S WIT 0 OSED CONSTRUCTION SHALL BE REPORTED TO THE ~ 1 I ~ I I II . / 1 I I
P T I F / ~ ROJEC ENG VEER OR REWIEW PRIOR TO GINNING CONSTRUCTION. ~ \ 1 BLaG C T T / ~ 80 5. CON RAC OR SHALL CONTACT NC ONE-CALL AT 811 A MINIMUM OF 48 HOURS PRIOR TO ~ ~ ~ ~ I I I I I 1 1 I ~
~ ~ ~ CONSTRUCTI N TMTI TYPE II O AC ES. ~ ~ / ~ / / 1 I ,j' • P N DRAINAG / / I I 1 / ATE E NT I M I I
\ FFE= ~ ~ t ~ ~ ~ 9 T RM RAINAG NAT 416.25 ~ ~ ~ . / ~ / I l / / 1 I ~ . ~ ACRES I / / I ~ \ / .010000,
1 ~ ~ I h \ 1 ~ 11 I .4,,'.• I• / i I ~ / / / TOR A EMf.~N~' S E i I I 11• ' . . 1
i . ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORt~4NCE WITH THE CITY OF RALEIGH SPECIFICAT KRIS AND ( DETAILS. ~ _ / Il I \ .y. . / II / / 11N6ER~G T ~ I 1' • / / 1 1 II
1 .r Z, THE CONTRACTOR SHALL VERIFY THE TION XI I I ITI P i T I I \ I LtICA OF ALL E ST NG UT L ES R OR 0 BEG NN NG CONSTRUCTION. THE l ~ / 1 1 I ~ ~ S / .,r I I 1 l ~ . v 4 . . / . / ~
Lt~ATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON TH T AVAI I F TI \ E 8ES LABLE N ORMA ON, BUT CAN BE ~ CONSIDERED ONLY AS AI~PROXIMATE. \
3. ALL STORM DRAINAGE PIPE SHALL HAVE A MINIMUM COVER OF 2 FEET TO THE PIPE CROWN IN TR~~F'FIC, UNLESS ~ / r ~ 1 . ' . . . ri / z~/i o o, ool
APPROVED 8Y THE CITY OF RALEIGH. ` ~ 4, ALL STORM DRAINAGE PIPE SHALL HAVE A MINIMUM COVER OF 1 FOOT TO THE PIPE CROWN IN NON-TRAFFIC AREAS. ~ ~ 1 1 s,,.. . . I ~ ~ _ _ ~ o I 1 ~ / / i I r 1 ~ ~
BL[~G d 5. STORM SEWER SHALL BE REfNFORCEQ CONCRETE PIPE (RCPT CONFORMING TO ASTM C76, TABLE III t3R TABLE N. f \
JOINTS SHALL BE SEAL WITH A P I M T P TTY I F- ` c' \ A E I ED LAST C CE EN U MEET NG EDERAL SPECIF~AT~NS SS S-t~?21 O, SUCH AS ~ / 1 / EX~i
RAM-NEK OR BUTYL RU 8 R T \ I FFE= B E S~:AL.AN . / r9' , \ 6. STORM SEWER PIPE ENDS S F R ISH H I F ~ \ ~ 415.00) HALL BE U N ED WIT RE N QED CONCRETE PIKE FLARED END SECTION UNLESS ~ 2 1 \ l /r" / I l
1 OTHERWISE SPECIFIED ON PLANS. ~ \ LONG E TERR DIVISION L8T \ \ 1
7. EACH DRAINAGE STRUCTURE SHALL HAVE A 5HAPED INVERT CONSTRUCTED FROM CONCRETE, AND A BENCH WITH A OWNER: LONG HOtA wNERS ASSOC WC . B.M. PG. 68 -69t MAXIMUM 5.1 SLOPE. THE BENCH SHALL BEGIN AT A HEK,HT OF ONE-HALF THE PIPE DIAMETER FOR 12 TO 24 INCH ~ I 1 / / / . ' . , • . / / /o \ / I 1 I _ ~ / I ti / o ~ ( / ~ ~ / / / , / 1 ) I 1 ~ ~ 1 / /
~ PIPE ONE-THIRD THE PIPE IAMM T R F R - 4 I H PIP ~j D . 10592, PG. 09 \ D E E O 3O 8 NC E, AND ONE-FOURTH THE DIAMETER FOR PIPE GREATER PI :0777.02-$ 4Ot8 / I / - - / • /
T 4 I • \ I HAN ~ NCHES. Z4k~iPt CU TD• USE. EN SPA 74 A ~ \ . 0. C H \ 8. ENERGY DISSIPATERS SHALL BE INSTALLED AT ALL STORM SEWER DISCi~ARGE POINTS. A FABRIC OR WASHED STONE 'a ; a / / / / 1 / ri i / / / / / / / I ~ • /ii / / / / / l / \ i ~ I / / / ~ 4 / I ~ r Ole,
j BARRIER SHALL BE INSTALLED BEi'iVEEN THE D~SIPAT~N PAD ANO THE NATURAL GROUND. SEE STt~M DRAINAGE 's ~ / / (r ~ ~ / /
OUTLET PROTECTION SCHEDULE ON SHEET C2.1, sF _ f \ / / / i I ~ I .r. / I /r / / / / / / / ~ \ / ~ I I f /i / / / / / / I / I v~ AN EA ~ / ~ /
9. ALL STORM DRAINAGE EASEMENTS SHALL BE "PRIVATE" UNLESS OTHERWISE SPECIFIED. ~ ~ / lO.STORM PIPE TRENCH EXCAVATION AND BACKFILLING SHALL BE PERFt}RME IN H ITY H Mdt E ~ D ACCORDANCE WIT C OF RALEIG / / / / I II ~ ~ / r / /ii / / / / 1 /I / / / / / / / / / / / / ~ I . so cRES /ii ~ / ~ / / / / I I ~ ~
/ \ STANDARD SPECIFICATIONS AND DETAILS. ~ / / ~ it / / / / / 1 ~ / ~ / / /I
1 i.BLDG B DOWNSPOTS SHALL BE Ctt~..LECTED AND DISCHARGED TO THE NEAREST CATCH BASIN. ' ~ ~ / / / / 95 ~ / / / / / ~ / / / / / ~ ~ I iii / / / ~ / / ~ I /r / ! <<~~'.~ ~ / 5 / I / /
RA 1NG N T \ / A R/ T T ~ iii 1 I ~ ~ / /ii /ii c / / -S ~ANaGE~IE ~M/ _ ~ _ _ / I / ~ / / / / ter ~ - , / / / /ii
1, ALL CONSTRUCTIOOd SHALL BE IN ACCORDANCE WITH CURRENT CITY OF RALEIGH STANflARp SPECIFICATIONS ~ DETAILS. ~ v 1 / f ~ \ / / / ,t ~ / / / ~ Ta E R /
} 2. THE CONTRACTOR SHALL VERIFY THE Lt?CATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION, x \ i / / /I r ~ ~ ~ 1 / / / ~ ~ J// . tb. J ' /
3. THE CONTRACTOR SHALL BE RESPt?NSIBLE FOR MAINTAINING ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL DE'V~ES SHOWN \ Old THE APPROVED PLAN. h / II / / / 3 / I ~ 9 ~ ~ /
4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH TEMPORARY SEEDING AND MULCHING WITHIN 30 I+~RKING / s
DAYS FOLLOWING COMPLETION OF GRADING. PE NT I HI RIr~+4NE SEED NG, MULC NG AND GROUND C(?VER SHALL BE APPLIED TO THE SITE ~ FOLLOWING COMPLETION OF CONSTRUCTION, ~ L sBaEAO III . • . , . . ' . • . \
r ~ ~ , 5. THE RUNNING SLOPE OF THE PROPOSED SIDEWALK TYING TO TH EXI IN t K , E ST G S DEWAL ON MARVINO LANE SHALL NOT EXCEED 51G AND / ~ ` r ~ ~ \ ~ RN D E • , UTIETY• ~A5,E~EN1' • • , • - - ~ / ?
THE CROSS SLOPE SHALL NOT EXCEED 2.6. ~ t~IG TERRACE susalvlslc~l " LONG HO?J OWNERS SSOCtAT101V~tNC.
6. AT EACH CATCH BASIN THE WORD "TOP MEANS TOP OF CURB f Ct~IER ELEVAT~N. ~ D.I3. I esa, Pc. I so ~ B. 2 3, PG. 6 9 9
PIN N0. 777.02- t t 1 l 1 ~ ! I ~ 1 i 1
tix I ~
\ ~ \ ` - \ EcM NT / I ~ ) ,I 1 } i ~ / / / ` L
TR Y S U M S STEM SUMMARY TABLE 09 06 11 r / i j DES GN Br ~,IJ - / /
W c ~ 1 \ / l i . ~ / 1
Y STRUCTURE
Q10 O10 Q10 O INVERT INV RT ~ W AREA LEN TH I P E z i T G S ZE SLOE RIM EL ! ~ C NLE SYSTEM VELOCITY FULLL MATERIAL UP DOWN ~ I f - - 1
W CAC) tiN) t~ ! F CFS ) (C S) ( ) {CFSO (CFS) (FT) FT I I / / / ~ _ / ,
1 yr vv~~ I ! N/F
LOW N YI 20 Yl 19 0.40 0.57 1.61 1.61 3.29 2.87 76.73 12 HDPE 0.65 410.50 410.00 413.50 / JJ LONG LAKE r oMErERS Assoc INC / / / / /1 ~ D.B. 10592. PG.817 ~ J JJ
N B.M. 2003, PG. 689-691 1 3 ' - / PIN: 0777.02-76-740
Yl 19 Yl 18 0.32 0.63 1.4 4 4.48 3 3.04 3.0 104.00 15 HDPE 0.48 409.75 409.25 413.50 / ZONING: CUD, M 1 Ii / USE: OPEN SPACE
N YI 18 CB 15 0.11 0.66 0.51 3.55 4.13 4.59 99.00 15 RCP 0.51 409.25 408,75 413.25 / 2.78 Ac /
C; YI 17 CB 16 0,24 0.64 1.09 1.09 1,95 5.01 111.10 15 RCP 0.60 409.50 408.83 413.24 M I ~ 1 \ /
CB 16 CB 15 0.48 0.73 2.48 m 3.56 4.59 6.29 55.87 15 RCP 0.95 408.73 408.20 413.04 /
y CB 15 CB 12 0.04 0.75 0.21 7.33 7.45 9.34 44.00 15 RCP 2.09 407.35 406.43 413.79 6 rr.r
CB 14 CB 13 0.18 0.81 1.03 1,03 2.32 4.63 27.25 15 RCP 0.51 407.25 407.11 410.51 J .00 /
r O Ile EGF,~/ TOdB TE ~ D
CB 13 CB 12 0.05 0.40 0.14 1.17 1.49 4 4 15 RCP 0.49 406.98 406.66 411.00 .53 6.96 5 RCP 0.49 406.9$ 406.66 411.00 W D r A< / / ArR R
1 CB 12 CB 11 0.22 0.64 1.00 9.50 4.71 16.01 109.90 24 RCP 0.50 406.13 4 ~ 05.58 413.20 / \ \ 40* TO e NORTH
CB 11 CB 10 0.00 0.00 0.00 9.50 4.74 15.94 102.69 24 RCP 0.50 405.58 405.07 413.75 rr / /C 1
0 C 10 B CB 9 0.16 0.63 0.71 10.21 4.44 16.04 89.53 24 RCP 0.50 404.97 404.52 412.74 CONSERVATION AREA / 4
0 E CB 23 SMH 4 0.36 0.72 1.83 1.83 4.40 7.88 19.49 15 RCP 1.49 409.02 408.73 412.32 BM 2000, PG 223$-2239 /
0 tn CB 9 CB 8 0.23 0.77 1.25 11 4 16.11 PF Ile
.89 .60 47,39 24 RCP 0.51 404.42 404.18 412,07 $see 98000000
CB 8 CB 7 0.17 0.82 0.99 12.87 4.72 15.96 36.15 24 RCP 0.50 404.08 403.90 411.71 P 41 m ~'R*Av\ ,***O*oa0 Vl~ o
c Yl 1 7 1 4 2 CB 0.5 0.0 0.42 0.42 2.44 2.72 85.96 12 HDPE 0.58 409.00 408.50 411.83 L VARIABLE WIDTH TEMPORARY J / JJ S o j CONSTRUCTION EASEMENT ESS 'Ass
1 CB 7 CB 6 0.14 0.76 0.75 14.22 5,12 16.03 55.75 24 RCP 0.50 403.80 403.52 411.44 o 0
i " C 6 MH 7 74 1.94 STORMWATER RUNOFF PRE POST SUMMARY B S 5 0.3 0, 16.16 7.04 21.56 31.92 24 RCP 0.91 403.42 403.13 411.61 0 a° $ A m 0 O
a SMH 5 SMH 4 0.00 0.00 0.00 16.16 3.92 643.98 120.42 96 CMP 0.50 397.03 396.43 411.72 ANALYSIS STORM O eok OUTFLOW O eak OUTFLOW 0M QPEAK OUTFLOW ' J O ~ 4 P O`-(' , b
P P P POST POINT EVENT PRE DEVELOPMENT POST DEVELOPMENT 0 YI 22 CB 7 0.13 0.65 0.60 0.60 2.65 2.57 64.00 12 HDPE 0.50 408.52 408.20 411.25 T POST DEVELOPMENT 1 ~ 'Noo *0 1 m6 ~Oj?00008000 O J
v W/BMP /
o SMH 4 SMH 3 0.00 0.00 0.00 14.15 4,08 645.10 130,00 P NORTHERN 2-YEAR 2.64 CFS 1.12 CFS 96 CM 0.50 396.43 395.78 412.21 S OUTLET POINT N/A ,r
W Yl 24 SMH 3 0.19 0.56 0.75 0.75 3.11 6.46 1 P 61.95 5 RC 1.00 410,75 410.13.413.25 10-YEAR 3.25 CFS 1.37 CFS N/A E GRAPHIC SCALE
SMH 3 SMH 2 0.00 0.00 1 0.00 2.25 6.48 30.60 194.00 24 RCP 1.83 395,00 391.45 413.30 SOUTHERN 2-YEAR 8.69 CFS 18.21 CFS E 6.29 CFS 50 50 0 25 50 100
C OUTLET POINT 5MH 2 FES 1 0.00 0.00 0.00 12.07 7.25 28.88 76.00 24 RCP 5.92 391.00 386.50 397.00 10-YEAR 10.68 CFS 22.39 CFS 9.29 CFS
0 t~ L 1 inch = 50 ft.
a+ ALL CONSTRUCTION SHALL BE DUNE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND IGH AND NCDOT STANDARDS AND SPECIFICATIONS,
No. Date B De M Revision Designer Scale v „ ° 1 AS PER COR REVIEW COMMENTS 09/30/11 KU W&R 1 = 50
m IL o Drawn By Date GmAuING AND STOR"M ~//y 0 7 ? o
M WATER GAR[DENVILLAGE v KU 01/Q7/11 1 kV [-F~- M F L Sheet No.
° Checked By Job No. r I~ ENGINEER I PLANNERS i SURVEI North Carolina UmAll"'NIAGE wr""TAlk N' 111 MacKenan Dave Cary, North Carolina 27511 tel: [phone] www.wrthersraver SURVEYORS
W&R 02100371 Raleigh a County rw.withersravenel.com License No. C-0832
Y

LO G LAKE POINT SUBDIVI ON
B.. 2004, PG. 1464-14 S
F ~ ~ N/ N F F AGAN, WALTER FRANCIS J N/F ~ ~t1 a
/ FLANAGAN CYNTHIA AMARAL MEDt4N SEBFtATU ~ TSEGGA ~ N F ~ ~1C,A015H VENKATA ~ B.M. 2004 PG. 01467 B.M. 2004, FAG. 01467 ~ / GADI, SASHI REKHA VENKATA ~ .
CHANDRA, SUBHASH dt PIN; 0777866901 PIN. 0777$658$3 B.M. 2004, PG. 01467 KIRAN SAXENA 077]$669(}$ ZONING: R-4 Z~pNG;R-4
B.M. 2004, PG. 01467 ZONING: R-4 USE: SINGLE FAMILY USE: SINGLE FAMILY N/F PIN: 0777$75095 I F I Y 0.2 AC 0.26 ~ SMITH, DAVID D do ZONING: R_4 USE. S NGLE AML ~ ~ LONG V N/F ~ 4~ LONG LAKE HOMEOWNERS ASSOC INC .S~ LONG LAKE POINT SUBDIVISION
ANGELIA BAGLEY 0.21 AC ~ USE: SINGLE FAMILY 4. i B.M. 2004, PG. 1467 ~ B.M. 2004, PG. 1464-1468
B.M. 3004, PG. 01467 0.22 AC ~ ~ EX FH ~ PIN: 0777875172 ~ Q1'' ~ EX PIN: 0777865668 EX A1R ttE:I.E ~ ~ ZONING: R-4 ~~tN.E ~ ~
ZONING; R-4 ~ ~ / USE: SINGLE FAMILY ~ r ; ~ USE: OPEN SPACE ~ ~ (J a
D.22 r r r . .r ~ . ,r.r~r ~ / ~ ? EX ~Q a..- ~ _l ~ ~ -...y" a~ I
~~~t - - ~ ' Ex FH h O
o? 8.0 EX t~P ` ~ I / 20' CONS CTK~1 EASEMENT ~ ~ D ~ rr -a... r....a..r . +ra.r...r. a.. - a... h~ ? `V T a - ~..r a r ~ -
~ / ~ 60 PUBLIC ,,,r 15° CP I ~ , PG fi-14 PG fi4~~-1 / a T- -
bSS-ACCESS ASEMENT ~r ~ ~ ~jtU EASEfdEFi B.M. 200x, PG. 1 64-1468 - i"' B:M.L2DQ4, P 1464-146$ N/F ' LONG LAKE HOMEOWNERS ASSOC INC
x r D.B. 12024, PG.2743
-""`i~..' trl~lr' 'iYYf"ii~" uu ~ f.. y• ~ 20.OQ' ~ ~ - - ::y.;.:...:~x-5:-coN~o~r : ~ N / AI. L, M D M NC . . • _ - , ~ B.M. 2004, PG. 1466 - ~""~w`"" ` mil` - .~.i ~i1FS-- , / ~ ~ r~ w. .r/ B.M. 2004, PG. 1464-1468 PIN: 0777.02-86-9277
/ .r''~r'.' ~ ~ •-c,,,; I i = _ _ - - - - - - - - -PRO' _ ~ ~ 5 RcP ~ ~ - r# -t f _ ..r ~ --B.M-2004,-P~ r PROTECTWE araR~,~--~--.g - - - , _ ~ ~ , / / PIN: 0777861245 --B,Ik-204}4-P 68 -~t1 ~ ~ ~ \ \ . r, ZONING: R-4
.-?004; PG; T~b4-1-146$ ,'f- I Q ; - - - - - - - r ~ 7 - 20 DRAINAGf N T , , ~h i , ~ - - - - - - - - ~ ~ . B.M. 2fl04 .1464-146$ I o I ~ ~ / / w^ aT ,acr w~..rr -yl/ ~ •r.. \ \ \ \ \ \ • `i. w'r wr.rr IN _ \ \ \ R / U E• OPEN SPACE - - - -ae...~~oz~PC-2t~ USE: OPEN SPACE 1.93 AC
P ENCE I ~ / 1 - - - - - - ~ Y 68 -691 L ~ i - - - - _ - - 'Q .2004 PG~146,4-146$ \ \ OSS C T I • FEN \ ~ $ i T ~ ~ PIN.'OZ7.Z~02-86-4354 1 ~ \ " ~ 6: , PG, t p t 7
ot~ET ~ 4 I I r ~ i ~ I I i ~ f a , ~ ~ _834.9 SO'33_t-t'~ ~ \ \ I 4 \ `7 E \ ~ ~ ` ZON NG~R ~
X ~ ~ 4 ~ 5 3 - _L,_ _ - :.OP SPCC - I - > \ \ ~ ~ . -
I ` \ ~ ~ \ - I I \ - ~ ~ ~ I i ~ _~_1 / s J 2f~ 'iti ~ ~T •r ~ r / / / / ! I B.. e
~ ~ ~T M ~ \ \ r / \ ~ I ~ N TRU - T _ - ~ - ~ / ~ - / / C NS R T 01~ / / \ \ / ~ /i / / ~ W SjLT J`ENr~E / ~ ) Ex LAKE
DIVER t0 ~ 5B1 ~ \ EN RA~ICE _ - ~ ~ ~ i I vv~ v ~ ~ 1 D ~ C 1 \ , _ CW C~ d / ? / III ~ C ! / ~ ~ \ DAM l ~o r
~ ~ tfM R-- 1 \ \ ~ \~v \1 ~ A ~ \ --k ~ ~E5 \ IN 1 1 1 DNE ION / I J 1 I ~ _ - / / J l l / / ,T W I ~ ~--t- - , -1-, ,1 ~ _ . _ ~ s s~T FEN ~ \ Ire44:% /
~ ~ \ \ 1 ~ LT T ~ ~ ~ ~ 1 J ~ 1 ~ . \TO RERUN UNTI n
FE ~ ~ \ 1 1 \ ' 1 \ ~ 1 1 ~ \ ~ 1 1 1 \ \ \ / ~ r' I ems. _ - _
\ ~ ~ 1 1 \ .,...r--- \ I 1 ~ \ \ ~ / -"ii"i ~ ' ~ - ~ _ ~ ~ - ~ _
~ \ ~ 581 f I i \ 5 AREA 1 ! \ \ / ~ ,,-i"~ to I t37 T / ~ i I / 1 ~ i 02
\ ~ ~ ~ I ~I \ \ I , ~ \ ~ I I - I GRAVEL
\ \ ~ / ~ 1 S
ERASION CONTROL LEGEND \ i i ~ ~ \ ~ ~ ~ / / 1
\ \ / / ~ ~ SF I T F ~ _ ~ / / ~ S L ENCE NS'~R ION \ ~ / C J ~kE • / yt' TRUCTION / ' / /
\ ~ / ~ / I ITS `~C ~ / / / I tOIVER~ION• I I / ,QOU tE• 511T .~~TRE . ' • , • . ' . ss a J / / / . , . / .96 A TRANCE,-'
• ~ ~ ~ ~ T P i / / / ~ / i EM OR~4RY DNERS ON ~ / ~ / vas v~ / I / / ~ ~ I I ~ T! E / / , H~ / / / 1 , ~ .R E~ bN . ONCE . • . . / ) I / i 1 1 I . 1. ' / 1 ~~I /~~l l1
\ ~ i - \ ~ / C C BAFFLES {SKIMMER BASINS \ \ \ \ / / \ ~ k- i I ~ ~ I I I • / / / ~ / / / / I i / cE / / / ~ ~ . / I 1 I t / / / J s I ~c o . / / ( i p / J
r COMBINATION SILT /TREE ~ ~ / ~ SF f TP ~ \ I / ~ ~ /
PROTECTION FENCE ~ ~ ~ / / ~ \ \ I / / / ICJ I ~ .r . / I / > I I .I . .1' . 1 I i oll,
~ ~ ~ / TP TREE PROTECTION FENCE ~ \ / 1 ~ / \ / _i 1 I I / / ~ ~ I 1 I ll•
\ / 11 -l 1 / \ I \ / / 11 I .
CONSTRUCTION LIMITS ~ Q \ 1 ~s ~ ~ / ~ ~ ~ \ I / I I I .IJ s I ~ i I . . ,.r / r. I r I J • . . . it I .
\ ~ \ i 1 ~ / SILT FENCE STONE OUTLET ~ ~ ~ ~ I
~ / ~ ~ \ 1 \ ~ ~ I I II ! . / I / / I 1 R Tt n~o
~ i ~ i 1 ~ 1 \ / / I I I I I ~ ~ I 1 . r ~ / I I I ~ IMl1'S. ' . . . . ' . ' . i • ~ . . ' ~I r/ I I i
CONSTRUCTION ENTRANCE ~ ~ ~ ~ / ~ ~ 1 / / I / I I I . i a5 I 11 1/• / ~ I I I . AR ¦ 5.40 AC ~ \ / I I I . ' . • I • / , 117-1
I I ~ / i . J / - I / I I EX lu ERVIOU 1.40 AC \ ~ ~ ~ . ' / ~r co SITE c 4).5 r 1 1
\ K RA RPI TPRT TI BLOC & G VELD 0 NLE 0 EC ON \ \
\ I / I I a / / ~ l E ~ / LT EI~CEI \ n I ' y...~.~ ~ f ~ .r.-/-"~ / ~ "rr. I . ' . . . . ' • !rte' . ' / ~
\ ~ 1 I ~ / \ ~ ~ \
\ ` 1 \ ( 1 ~ i tt r. . ~ . / -K-,. o~ / ~ , / /
CHECK DAM ? \ 1 1 ! ~ \ ~ 1 I 1 ~ /
~ \ ~ \ \ 1 \ ~!E UN S T BE R~4 \ ~f'• ~ / ~ / ' / / /
/ \ \ I \ r ~ } / ~ /r / c~' I 1 PR OR T bIa4E N \ h - ~ ' . ' . . ~ / / . -EX~ta{
T - R I TR ~ \ LtNiG TERRA QIV15itk~! LOT,- \ 1. SURVEYOR SHALL SUPPLY A LETTER STATING THE BUFFER HAS BEEN FLAGGED ON THE SITE. \ 1 ~ 1 / / ' . . /
OWNER: LONG LAK HtX,I WNERS ASSOG IN ' \ LAN DI TUR ING A TMTI CON T I A R C WITH R I AN IM T TR T AR ~ 2. All D S B C ES SHALL BE DUC ED N CCO DANE E OS ON 0 SED EN CON 4L S AND DS Q B.M. PG. s -691 ~ \ I \ / I 1 ~ / / / / \ 1 r r / r 1 I / / r /
AND PRACTICES PRESCRIBED BY THE CITY OF RALEIGH. '9 o iD592, PG, oy \ : on7.o2-$ 401$ \ ~ 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES ' i ~ / I / _ ~ / / 1 / 1 / / . / / / / / I / J / / - / i / / /
ZOM1N , T0: USfi EN SPA O.14 A ~ \ \ TH PP P ti I SHOWN ON E A ROVED LAN. 4 \ tb . I / ~ / r / / / / r / / / / / / / / 0 1 ~ / ~ ' ' • / / ~ I ~ 1 / ~ / /
4 AR I T R RI TR TI A XP HA T I iTH T P RARY I . ALL EAS AND SLOPES D S U BED DU NG CONS UC ON ND E OSED S LL BE S AB L ZED W EM 0 SEED NG \ s I\ HI ITHI 1 RKIN T R THA 14 AR A F IN P 1 F A Y PHA s I AND MULC NG W N 5 WO G DAY5, BU NO MO E N CALEND D YS, OLLOW G COM LET ON 0 N 5E F \ \ / ~ ~ o / / / / I IIJ / / ~ 00
\ OF GRADING OR PERIOD OF INACTIVITY. PERMANENT GROUNDCOVER IS TO BE ESTABLISHED FOR ALL DISTURBED AREAS WITH \ \ \ / / / / / / / /i t / \ / / ~ ~ 1 i ~ / I / / III E 1 ,ti ~ / / / / / / /D ~ I c ~ / \ / ~ / /
T/PROTECTI 14 WORKING DAYS, BUT NO MORE THAN 14 CALENDAR DAYS, FOLLOWING COMPLETION OF CONSTRUCTION, COMPLETION OF FE E ~ / 1 I /i / / / / / / / D C / W~ 5 O IFI , , / I s ~ / / ! /
GRADING OR PERIOD OF INACTIVITY. PERMANENT SEEDING MULCHING AND GROUND COVER SHALL BE APPLIED TO THE SITE / I ~ FOLLOWING COMPLETION OF CONSTRUCTION. ~ ~ / ~ / - , I / I / / / / / ? ~ / I / /
P HA T P R TH .1 P F Y F TT F AT ~ 5. SLO ES S ll BE NO S EE E AN 2. , RE ERABL LA ER, OR VEGET IVE COVER. ~ 1 ~ / ~ / E,QK / / - / I / / ~l / ~ / ~ , ti / / / / /o`~
6. THE CONTRACTOR SHALL FAITHFULLY MAINTAIN All SEDIMENTATION CONTROL DEVICES AND TAKE ANY PRECAUTIONARY \ ~ MEASURES TO ENSURE THAT SILT DOES NOT ENTER ANY NATURAL STREAM CHANNEL LOCATED WITHIN THE SITE. DRAINAGE \ ~ r - ~ / 4 / ~ / / _ ~ StLT CE / I / /
NO ~ CHANNELS MUST BE CLEAN OF SEDIMENT ANO STABILIZED BEFORE THE PROJECT IS RELEASED. 1 \ ON RUCTIQ \
7. TEMPORARY SILT FENCE MAY BE REQUIRED TO BE INSTALLED IN AREAS WHERE SEDIMENT BASINS WAVE BEEN REMOVED, \ TRAFF GRADED, AND SEEDED. THE SILT FENCE SHALL REMAIN IN PLACE UNTIL GRASS IS ESTABLISHED. / / ! / / . - I / / ~ ~
ALL © THE CON?RACTOR SHALL NOT DISTURB ANY AREA IC~ATED WITHIN NATURAL WE?LAND AREA UNLESS SPECIFICALLY SHOWN ON ~ ` / / / ' I ~ /k r.- , ~0 / i
THE PLAN, , 9. RECEIVING WATERCOURSE: TURKEY CREEK
10. THE SITE 15 NOT WITHIN ANY 100-YEAR FLOOD LIMITS PER FIRM MAP 3720077700 J, EFFECTNE DATE 05/02/06, ~ / / I 1 \ - - / /~s
PHASE flNE EROSION CONTROL CONSTRUCTION SEQUENCE ONG TERRACE SUBDIVISION \ \ \ \ \ / / / / ~ / , U LTY ~AS,E~I;ENT • . \ ~ / ~
l 1. OBTAIN A GRADING PERMIT FRAM THE CITY OF RALEIGH INSPECTIONS DEPARTMENT. LONG HOM oH'NERS ssoclAnOM! 1(0: UBD VISION ~ \ \ ,p / / / ~s ssocl,anoNrlNC. \ / 0 ,i D ~ , R~ / \ / \ ~ /
2. PRIOR TO GRADING, CALL CITY OF RALEIGH AT 919-278-6461 FOR PRE-CONSTRUCTION BY CONSERVATION INSPECTOR. D.B. lass, Pc. 1$0 ~ PG. 180 ~ \ ~ ~ RAT NCE. ~ \ r ~ ~ / . I ~ a \ ~
3. CONDUCT PRE CONSTRUCTION MEETING ONSRE PRIOR TO COMMENCING ANY WORK. B. 2 3, PG. 6 9- 9 w PIN NO. 777.02- 1 t O x 4. INSTALL THE FOLLOWING EROSION AND SEDIMENTATION CONTROL DEVICES PER THE APPROVED PLAN IN THE FOLLOWING - 1 t ~ ~ ~ - / 02 ~ I ~ I i / T TI ~ / / C S RUC 0 ~ ~ . / ~ J-
Y ORDER: ~ \ r\/ /t, I ~/.II , / r - /
W o) TREE PROTECTION/SILT FENCING; z W b) GRAVEL CONSTRUCTION ENTRANCE OFF MARVINO LANE; 1 ( r Cri 1 / / i ~ c. \ I J _
c SEDIMENT BASINS tAND 2 INCLUDING OUTLET PIPE AND SKIMMER• ~ ) ~ , \ \ S4.1~` N4;E ORAIN~iGE I \ ~ -\C / 1. 1 / ~ J _ \ ~ 4
~ d) DIVERSIONS AND BERMS, INCLUDING SLOPE DRAIN. / \ . / ~ \ ~ ~ / 1 / 1 \ / \ 4).43 AC ~O.pO• " / ~ ~ / I o ~ ' ~ / \ ~ / l - ~ / ~
5. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. N ~ 6. DIVERSION DITCHES TO BE SEEDED, 5TRAWED, AND STABILIZED PER THE CITY OF RALEIGH DETAIL. \ \ \ ~ / / ~ \ ~ ~ , ; SILT FE \ - / / ~
7 A TH CITY F I H T T IN P TI IN AT 1- 7-441 F R - IT 1 P TI Y ATI . C LL E 0 RALE G AU QMA ED SEC ONS L E 9 9 85 2 0 QN S E N5 EC ON B CONSERV ON 1
1NSPLUIUK. IF AF'F'KUVLU, tILGIN UILAKING ANU (MU1IING.
0 8. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. STORE TOPSOIL AT THE LOCATION INDICATED ON THE PLAN. STABILIZE TOPSOIL WITH SEED AND MULCH AND INSTALL SILTFENCE ON THE DOWN HILL SIDE. ' J N/f , ..7i
M 9. RETAINING WALLS ARE TO INSTALLED AS DURING ROUGH GRADING OPERATION. i \ I LONG LAKE HOMEOWNERS ASSOC INC \ 1 1 i / / D.H. 10592, PG.817 / ! /
10. STABILIZE SITE AS AREAS ARE BROUGHT TO DESIGN GRADE WITH SEEDING AND MULCHING. ALL GRADED AND BARE AREAS / MUST BE STABILIZED WITHIN 14 DAYS OF REACHING FINAL GRADE. STABILIZATION IS REQUIRED WITHIN 14 DAYS OF ANY B.M. 2003 PG. 689-691 r / n 1 1 / / / \ PIN: 0777.02-76-7407 ! 1 1I I r \
E ! INACTIVITY, f ZONING: CUD, TD I I Y / I I ~ .r / / r USE: OPEN SPACE I D \ r Fr / /
PHASE EROSION CONTROL CONSTRUCTIQN SEQUENCE 1. INSTALL STORM DRAINAGE SYSTEM AS SHOWN ON THE PLANS. 2.78 AC Eft I I / a / r 1 1 r r
2. BLOCK & GRAVEL INLET PROTECTION SHALL BE INSTALLED AT EACH INLET AS THEY ARE CONSTRUCT ED. :2
3. INSTALL SANITARY SEWER SYSTEM IN VICINITY OF SB 1.
o4. SB, 1 CAN BE REMOVED UPON COMPLETION OF THE STORMWATER SYSTEM. DIVERT ALL RUNOFF TO STORMWATER STRUCTURES. 4. FINE GRADING SHALL CONTINUE. 000,000, i k 6 / ! / \ CaNORI
5. WHEN CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL CONTACT THE CITY STORMWATER INSPECTOR TO REQUEST PERMISSION TO CONSTRUCT THE VEGETATIVE FILTER STRIP. / / \ - - - / EIS
0 6. UPON COMPLETION OF THE BMPS, CALL THE CITY OF RALEIGH AUTOMATED INSPECTIONS LINE AT 857-4412 TO NOTIFY THAT THE CITY STORMWATER INSPECTOR THAT CONSTRUCTION IS COMPLETE. THE ENGINEER, AS DIRECTED BY THE OWNER, WILL THEN PREPARE AN AS-BUILT PLAN AND CERTIFICATIONS IN ACCORDANCE WITH THE CITY'S STORMWATER ORDINANCE AND SUBMIT THEM TO THE CITY OF RALEIGH PUBLIC WORKS DEPARTMENT - / / To-de iED
` STORMWATER DIVISION. / AIR R /
10 0 7. THE CITY STORMWATER INSPECTOR WILL GIVE FINAL APPROVAL TO THE CONTRACTOR TO REMOVE THE REMAINING TEMPORARY EROSION CONTROL DEVICES (i.e. SILT FENCE, GRAVEL CONSTRUCTION ENTRANCE, ect.) ANY BARE W AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED. TO \ \ B ! / r lY ~
0 8. WHEN ALL PLANTED AREAS ARE ESTABLISHED, CALL FOR A FINAL INSPECTION BY THE CITY'S STORMWATER INSPECTOR.
C 0 L CONSERVATION AREA
° C d NOTE: PRIOR TO ISSUANCE OF C.O. THE STORMWATER BMP'S SHALL BE CONSTRUCTED AND AS-BUILT CERTIFIED AND ALL REQUIRED PLANTING ESTABLISHED. BM 2000, PG 2238-2239 L'~N CA~9 ® 14o 000000O0
E ESSIQ 0000 pi a 10
' EROSION CONTROL MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED ~ o a
0 REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 0 / VARIABLE WIDTH TEMPORARY a SE
2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASINS AND BLOCK AND GRAVEL INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED CONSTRUCTION EASEMENT / o 4 C-• q
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. EROSION M 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 6-INCHES DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. THE PROF C EROSION CONTROL NARRATIVE THE PROPOSED WATER GARDEN SITE IS LOCATED IN THE CITY OF RALEIGH. SPECIFICALLY, THE 11.3 V ®~md~aaaao~~i ~o aa`~ oaeo
° 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. AC. PROJ. 0 BUILDINGS AC. PROJECT IS LOCATED AT 8408 GLENWOOD AVENUE. THE SITE IS WOODEN WITH EXISTING - ° r r aaooaaoa°G) 12 9 H L. 3e
EROSION CONTROL SPECIAL NOTES ASSOCIATE BUILDINGS FROM A FORMER OWNER. THE DEVELOPMENT WILL ADD MULTIFAMILY RESIDENTIAL AND ! r r ! ASSOCIATED PARKING.
° IT IS THE CONTRACTOR'S RESPONSIBILITY T SEE THAT TH CONSTRUCTION ENTRANCE PADS ARE PROPERLY MAINTAINED S0 THAT MUD IS NOT TRACK I TH T THAT TH RA ~ O E ED ONTO ADJACENT STREETS. N E EVEN E GRAVEL
CONSTRUCTION ENTRANCES ARE NOT PROPERLY MAINTAINED, OR OTHERWISE INEFFECTIVE, THE CITY OF RALEIGH, OWNER, OR ENGINEER MAY ISSUE A STOP WORK ORDER, WHICH SHALL REMAIN IN EFFECT UNTIL SUCH TIME AS THE SITE ° 0 THE PADS ARE RESTORED AND REPLENISHED AND UNTIL ANY RESULTING MUD AND DEBRIS HAS BEEN SATISFACTORILY REMOVED FROM THE ADJACENT STREETS BY THE CONTRACTOR. LANE. THE SITE DRAINS TO THE SOUTH TO A STREAM, AND NORTH TO A STORM STRUCTURE OFF MARVINO LANE. DISTURBED AREA = 8.3 AC
0 W i GRAPHIC SCALE
ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT. CONTRACTOR SHALL REPAIR ALL EROSION CONTROL MEASURES WITHIN 24 HOURS OF SEDIMENT THE RAINFALL EVENT. INLET PR( SEDIMENT RUNOFF WILL BE CONTROLLED WITH THE INSTALLATION OF DIVERSION DITCHES SILT FENCE + , 50 INLET PROTECTION, SILT FENCE OUTLETS, SEDIMENT BASINS AND CONSTRUCTION ENTRANCES. 50 0 25 50 100
°
o TRA T R T A NEUSE CONSTRUCTION LN NCE: S O M DRAIN NOT A NEUSE RIVER BUFFER EXISTS ON THE SITE, NO IMPACTS ARE PROPOSED. 1 inch = 50 ft.
CONTRACTOR TO PROVIDE STRUCTURAL PROTECTION TO TEMPORARY STORM DRAIN BENEATH THE PROPOSED CONSTRUCTION ENTRANCE. STORM DRAIN PIPE SHALL BE INSTALLED AS FILL MATERIAL IS IMPORTED. CONSTRUCTION ° ENTRANCE SHALL BE ONLY BE ALLOWED TO CROSS THE STORM DRAIN IF -THE APPROPRIATE FILL ANQ COVER HAS BEEN INSTALLED. PROPOSE[ 0 PROPOSED SITE DISTURBANCE TO BE 8.2 ACRES. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND :IGH AND NCDOT STANDARDS AND SPECIFICATIONS.
Scale No. Revision Date g LEDene a ,
W&R 1 = 50 AS PER COR REVIEW COMMENTS 09/30/11 KU Date 1 SEDIMENTATION AND EmomlhOSION
WATER GAIRDEN VILLAGE o KLJ 01 07 11 0 WA r=u E C:a ~5-) R A-V Z"m N E L Shut No.
i o By Job No. ENGINEERS I PLANNERS I SURVE SURVEYORS 3
i 0 W&R 02100371 LE Wake County North Carolina CONTROL PTAN 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersrave nrw.withersraveneLcom License No. C-0832
Y

LO G LAKE POINT SUBDIVI ON
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B.M. 2004, PG. 01461 ZONING: R-4 USE: SINGLE FAMILY USE: SINGLE FAMILY D'' N/F PIN: 0777835095 0.2 AC 0.26 AC N f F Q• ~
SMITH, DAVID D dt USE: SINGLE FAMILY ~ LONG LAKE f ZONING: R-4 0.21 AC ~ ANGLIA BAGI.EY SINGLE FAMILY ZL i B.M. .ONG JAKE HOMEOWNERS ASSOC INC ~ LONG LAKE POINT SUBDIVISION B.M. 2004, PG. 1467 B.M. 2004, PG. 1464-146$ i
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_ - - ~ ~ 20.00' ~ 0.'60'. - - - - - - - - ' T P TI - . _ is"'"" - - ~ , j r - . ,IS_STREE_ ROTEC VE _ ~ ~ ~ ~ =.--r.-~ : . i r .2004, PG. 1466 _ 8.M . • ! .EE? PROTECTIVE YARD:,,...~•:-..'""-$ - - ~ ~ ~ ~ / / ~ PIN' 0777$61245 PIN: 0777.02-86-9277 ZONING: R-4
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- e.M. 2004 P 14s4-14ss . 5 - ~ ICT FENCE ~ I ~ E~D r ~ 1, ~ I ? F ~ ~ ~ i - __.,.._----L~tFSF tom" - - - - - ` - P, __SL ENCE ( / ~ ~ / - _ ~B,M> 2003, G; 68 -691 i ~ I , ~ ~ : _ - - - - - - - ~ ~ ~ _ _ - CONS UC ON ~ ~ , Y / - . 4 PG; 1464-1468 ~ . ~ ~ . • ~OS$ AC' T ~ ~ I ~ r - - _ B.t~.~..200 , 'SILT FENCC~ ~ ~ \ ~ I . / \ 8 15 SLt~E EAsE T 1.93 AC
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_ A/~n" - vU 2 i 1 - ~ ~ ~ ...r ~ - ~ I I ~ r cr~~STRU~TIori / ~ ~ , ~ , ;
~1 - ~ IVE ION ~ ` ~ ~ S _ _ - ~ w ~ SB 1 ~ ~ ? i ~ , CB to ~ ~ a S1lT FEhtCE ~ ~ ~ / = : / ~ CK ~ ~ ~ ~ ~ / SILT CE ~ ~ f ~ v y --a ~ ~ LIMITS! ~ - ' ~ / ' i 4 PR AT RAINXG + ~ I ~ EX LAKE
~ ,DITCH 1 ~ ? SKIM R ~ ~ ~ _ ~ EASEtAENT ~ ~ ~ ~ ~ ~ o . ~ •~b• ~ ~ ~ VERSI ( l w l; : - ~ v ~ / ~ r / / ~ I ~ ~ ~ - - ~a , - \
\ ~ V ~ ~ - E B IN ~ 1 1 ILT T ION ~ ~ l 1 t3j . A.. , , ~ EDIT ~ r-, ~a s SST FEN r p # ~ i I J I ~ \ / l / ~ ~ G~~ 3+00 r r i ~ ~ r 4+00 ~ 1
FE ~ ~ 1 ~ ~ ~ --~F-' . -1'!~7--X11'-~--~-•rp, ~ \ ~ - - _ - ~ - ~ _ rte.. t'' ~ f i ~ I ~ l I 1 \ ~ ~ ` ~a -
~ ~ ~ 7 ',1 ~ ~ ~ ~ ~ i i ~ ~ ~ / _ ~ ~ ~
~ \ ~ ~ a a i ? OV ~ ~ 58,1 pRAINAGE ! ! 1 ~ w ~ r ~ I I POSED uH~ ,C. l 1 ~ I ~ i ) . c , ~ ~ ~ _ ~ ~ ~ I _ ~
~ AREA ~ 1 X77 AC ~ ~ ~ ~ ~ V I . ~ - *
\ / / ~ / l \ 1, i ~ ~ I ' , , ;fib ~
~ A ~ / INLET \ . . ?
. ~ . ' - ~ 1 ~ ( - - - - ~ BSI! ENCE . 5 X / , / ~ ~ ~ ~ ~I ~ - ~ r , ~ ~ OUTLET ' ' . ' ? ' ; , ' . ' ~ • ' , ' . TI TRUCTION • , • \ /
ION ~ ~ ~ t8 ~ ~ TS ~ ~ i / x / j ~ /r,.-'' ~ 1/ ~ i . ' . ' ~ TRIG t}~ / ~ ~ ~ ~ 1 / i 1 f . . / ~ y~% t / 1 T ' tVER I ,V I ~ i,~ ~ ~ • ' •DOUBLE• "SILT .W E ' • 0.96 AC TRANCE ~ ~ I © _SON~ r1 ~
EROSION CONTROL LEGEND ~ _ , i ~ ~ sX x l 1~~ I / ! ( I / , ~ / 'O ~ ~ ~ ~ % ~ DITCH' ~ + ~ ~ ~ ~ ~ . F~RCITE~t'I~N . F~I~C,E . • . s
SF SILT FENCE ? ~ ~ ' , / , 1 I I . ~ ' ~ CB ] ~ ~ I / ~ ~ ~ SN.T FEE DRtUNAGE ~ ~ . ~ . . • / ? / 1, /Il I i ~ / ~ ~ J / 1 . Dsi Ac a
? - f ? \ , r ~ l I + ,
~ ~ ~ ~ TEMPORARY DNERSION ? ~ f l /
C C- BAFFLES (SKIMMER BASINS} ~ ~ ~v / ? o~ ~ ~ I~,-- , ~ I ~i i ~l• ~ li / I 1 . ~ I ~ I ~ ~ c-1.
GOMBII+~ITION SILT TREE _ , \ s coNC ~ ~ ~ SF~TP ~ SIDEWALK / ~ I ~ ~ ~ ~ f • t • . Atoms • ~ / ~ ~~~I I II ~ I ~ ~ • s~ A i t I .
PROTECTION FENCE ? a~~`s~' \ ~ .,o, , (nra ~ 1 \ ~ ~ ~l l l I II I I 1 1
? l \ ~ 1 TP T P T TI F ~ ~ REE RO EC ON ENCE ~ i ~ / i / ! ~ ~ ~ , / 1 ~ I . ~ l 1 ~ I , I ~ ~ ~ , . . ~ . . ~ . .
~ ~ ~ ~ 1 . ~ ? ~ ~ ~ P HATE DRAINAGE EASEf~tENT + . ~ ~ 1 ~ ( ~ I , ~ . ~ . . • , • ? C-3 ~ . ~ ~ 1 .l • .
CONSTRUCTION LIMITS ~ , I ? 1 ~ 19 ~ ~ ~ . = f I ~ 1 - i ~ ~ / ~ ~ ~ I l ~ DNSTRUCTtO~t . • . . ~~ao Atoms • 19 I ~ i ~ i • . ~ . ~ . , / ~ ~
~ ~ I \ , SILT FENCE STONE OUTLET ? , ~ / / / f ~ I ~ ' ? • ? • 1 1 • ? / ~ ORMWA ER MA~lAGEMENT SYSTEM ~ 1 J j ~ E . • . .
~ \ ~ Q , ~ , r, EA ~ 5 0 AC f ~ / ~ / t_ Ex .i.to ~ - _ - l1NDERGROU~ STORAGE / E ~ °~i~ 4. ~ / I 1 ~ ~ ~ ~l . 1. . r• . / /i
~ ` \ \ ~ i
CONSTRUCTION ENTRANCE ? \ ; I ~r \ l l ~ ~ ~ ~ I I LT,IfENCE~ ,y / /
? / / \
/ ~ ~ \ \ ~ BLACK & GRAVEL DROP INLET PROTECTION _ . ~ ~ ~ , = ~ ~,w,,., , ~ ~ i, ~ ' . ' ~ /
r ? ~ \ 20 . / ` ~ ~ ~ + ~ i ~ / ~i i ~ ! fir"'"'-"
? V ~ I ~ \ EX/m
\ ~ l \ ~ \ ~ I ~ ~ ~ ~ ~ / ~ ~ rii / ~
CHECK DAM 'I~ 1 ~ ~ \ © LONG E TERRA DIVISION LOT ~ ~ \ t C3 ~ ~ 7 ~ , / ~ ~ ' / ~ 1 ~ ! j I / VIA ~ I \ J l~ ~ 6 ~ ~j f r~ ~ } . ~ i ~1 • • • • • 1 ~ l f / , ~ ~ I ~ , . I ~ / ~ ~ I . d / ~ / /
OWNER: tONG LAK HOM WNERS ASSOC IN. ~ \ Q B.M. 03, PG. 68 691 ~ i 1 1 1 ~ - ~ / / l ~ r /ri / 1 - ~ , / . ~ . ~ ~ r ~ f ~ a 1 ~ 1 ~ DIVERSION , ~ / / .
, D .10592, PG. 09 \ I \ ~ 1 1 / ) _ - I 1 / ~ ~ r ~ _ t ~ • / / / DITCH J l E ~ , ! 1 - - - • • 1 . rri r, ~ o / 1 ~ ~ - / , ~ / 1 ~ I r - _ ~ / / - /
.GENERAL .NOTES -EROSION CONTROL PI :0777.02-8 4018 .s~, \ r ZI~HN CU , TD; USE: N SPA 0.74 A f \ ~ \ 1. SURVEYOR SHALL SUPPLY A LETTER STATING THE BUFFER HAS BEEN FLAGGED ON THE SITE, N9 ~ ~ ~ / I / f' i / .tip / / / +~W+~-....r! ~ - ~ /
L LAND DISTURBING ACTIVITIES SHALL BE CONDU TE IN AC ORDANCE WITH EROSION AND S DIM NT NTR STAN AR S ) °s 2 AL C D C E E CO OL D D ~
~D PRACTICES PRESCRIBED BY THE CITY OF RALEIGH. ss, iF'° \ 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES l / / ~ ~ . ~ ? ~ ~ / / / / / ~ ~ ~ I ~ AN A ~ ~ i ~ ~ ! i i ~ ~ / e ,use! 4 SKIMME ~ . _ I 1 ti~ D ARC ~ ~ , f , / / UIVER510 / , ~ c-~ ~ /
H TH PP P T f PRQTECTI P ~ SOWN flN E A ROVED LAN. AIE E ~ ~ ~ ~ , t i / / i ~ / 1:75 ORIFICE ~ / / ~ ~ ~ ~ ~ / ~ ~ / ~ DITCH / / ~ , , 1~ .430 5 / / ~ ~ / , / ~ ~ ~ ~ l ~ ~ / / ~
4. ALL AREAS AND SLOPES DISTURBED DURING CONSTRUCTION AND ExPOSED SHALL BE STABI IZED WITH TEMPORARY S E ING ~ E ~ \ L ED ~ , AND MULCHING WITHIN 15 WORKING DAYS, BUT Nfl FORE THAN 14 CALENDAR DAYS, FOLLOWING COMPLETION OF ANY PHASE ~ , \ ~ t / ~ / f .cam / ~ ~ ~ ~ / / ~ ~ ~ / / f ~ ~ /I~ /
OF GRADING OR PERIOD OF INACTIVITY. PERMANENT GROUNDCOVER IS TO BE ESTABLISHED FOR ALL DISTURBED AREAS WITH \ f / / ~ ,r / ~ / - ~ ~ . / ~ / / ~ / / f ~ i l r ~ / - /.i f ~ ~ / / ~ , / 1, i /
14 WORKING DAYS, BUT NO MORE THAN 14 CALENDAR DAYS, FOLLOWING COMPLETION OF CONSTRUCTION, COMPLETION flF \ ~ ~ / . -S TER/MANAGEi~I°4 'SYSTE ~ _ _ ~ . ~ ~ / I ~ /r ~ , E ~ l~ / v SILT FENCE ~ 1 `h / I r / S ~ SfJH / / / i ~ / / - ~ ~ / / / / ~ / ~ ~ ~ / _ OUTLET _ ~ v / /
GRADING flR PERIOD flF INACTIVITY. PERMANENT SEEDING MULCHING AND GROUND COVER SHALL BE APPLIED TO THE SITE s = ~ ~ ~ FOLLOWING COMPLETION OF CONSTRUCTION. i ~ / / / ~ -~i ~ / / , ~ f ~ i' \i / i / / ~ f / / _ , ° ' . U ~ I TO E RELOCATED / ~ / / / ; i / / / ~ ~ J ' - ~RUCTIO~J , '~r ' ~ ~ ~I C ~b• IND SIDEWALIfi
UCTI \ 5. SLOPES SHALL BE NO STEEPER THAN 2:1, PREFERABLY FLATTER, FOR VEGETATNE COVER. ~ ~ o TRAFF . x
6. THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL SEDIMENTATION CONTROL DEVICES AND TAKE ANY PRECAUTIONARY ALLO D " S ` MEASURES TO ENSURE THAT SILT DOES NOT ENTER ANY NATURAL STREAM CHANNEL LOCATED WITHIN TwE SITE. DRAINAGE ~v ~ 1, r / I, ~ ~ ! S ~ _ i / ~ ~ h / I ~•v \ /~i / . ~ ~ l' I ~ ,HAND. ~ ~ ~ ~ ~ / / ~ 11 ~ _ ~ / / ~ ~
CHANNELS MUST BE CLEAN OF SEDIMENT AND STABILIZED BEFORE THE PROJECT IS RELEASED. ~~i f a'r ~ ~ ' ~ / ~ / ~ ~ I ~,+1 .070 ~cR ,xt ~ e` 2 E EASEMENT ~ I /r ~ ~ ? . . ~ A \ ~ - - - - ~ ' L
7. TEMPORARY SILT FENCE MAY BE REQUIRED TO BE INSTALLED IN AREAS WHERE SEDIMENT BASINS HAVE BEEN REMOVED, / - GRADED AND SEEDED. THE SILT FENCE SHALL REMAIN IN PLACE UNTIL GRASS IS ESTABLISHED. ` < 1 ~ % LEVEL SP E~ ' / } i , c r . , . ' . ~ \ / i ~ ,
8. THE CONTRACTOR SHALL NOT DISTURB ANY AREA LOCATED WITHIN NATURAL WETLAND AREA UNLESS SPECIFICALLY SHOWN ON ; 4 cNC~o 9'1'•25 ~ ~ ! / ~ti~~, • • . • 4 1 ~ ~ ~ ~ ~ ~ ~ , ~ PRNATE NAGE EASE?~EN , , UT L FE#~tEN. ~ , v - ~ /i ~
THE PLAN. ONG E TERRACE `SttBDIVt510N RECEIVING WATERCOURSE: TURKEY CREEK LONG HOMEOWNERS ASSOCIATION~INC. BDIVISION V~ ~ ~ ~ ,q ~ / ~ !3Q TA • . ~ A ~ i IAn 1 ~ \ ~ - ~ ' ~ DOUBLE, ,'J ,TRH ~ A-2 / / ~ . / ~ ~ OC Ot~ NC. ~ fll STR~ ~ -+---..,_r..~
t O. THE SITE IS NOT WITHIN ANY 1 OO-YEAR FLOOD LIMITS PER FIRM MAP 3720077700 J, EFFECTIVE DATE 05 42 O6, D.B. 1,1868, Pc. eo3~ ~ ~ ~ B. 2003, PG. 689!69 ~ ~ ~ . ~ .098 ~ A` _ _ ~ / 1 i i l03 ~ A V ' ~ ~ ~ ~ / ~ PROTECTS N' NCE. - / I A
PIN. N0. 0777,02-86-1 1 ~ fl STR CO STRUCTIO , j ~ ~ • ~ . ' ~ r
PH R 4 TR TR TI ~ ' 1 t. OBTAIN A GRADING PERMIT FROM THE CITY t}F RALEIGH INSPECTIONS DEPARTMENT. ~ ~ Uf~~ OT ACTION ~ ~ ~ ~ ~ ~ / . ~ ~ _ ~
2. PRIOR TO GRADING, CALL CITY OF RALEIGH AT 919-27$-6461 FOR PRE-CONSTRUCTION BY CONSERVATION INSPECTOR. ~ /FENCE V' ~ i ~ ~ tl ~ _ ~ / ~ - ~ _ ~ ~ ~ ~ ! a ~ ~ _ w ~ 1 / ~ \ ~
UCT PR CONSTRUCTI N MEETING ONSIT PRIOR TO COMMENCING ANY WORK. z 3. COND E O E ~ Y 4. INSTALL THE FOLLOWING EROSION AND SEDIMENTATION CONTROL DEVICES PER THE APPROVED PLAN IN THE FOLLOWING ~ / . , 1 ro - / ~ RAINAGE I ~ ; A~ ,,~1 ~
Y ORDER: 1y x15, ORE t ~ ~ ,r EEi / ~
W o TREE PROTECTION SILT FENCING; / ~ ) ~
W b) GRAVEL CONSTRUCTION ENTRANCE OFF MARVINO LANE; c SEDIMENT BASINS tAND 2, INCLUDING OUTLET PIPE AND SKIMMER; , ~ ~ S ! EN - ~ , / / , / ~ ~ ~ ~ ! j ~ ~o~• ~ - ~ - ~ / , ~ ~ ~ ~ ~ OUTLET ~ ' / , _ _ _ _ - c- ~ / . % ~ ~
~ d DIVERSIONS AND BERMS, INCLUDING SLOPE DRAIN. ~ f ~ ~FES t / ~ / ~ v
5. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. ? 6. DIVERSION DITCHES TO BE SEEDED STRAWED AND STABILIZED PER THE CITY OF RALEIGH DETAIL. / n ~ n t ~ i 1 \ ~ / ! ~ i ~ / _ / / ~
7. CALL THE CITY OF RALEIGH AUTOMATED INSPECTIONS LINE AT 919-$57-4412 FOR ON-SITE INSPECTION BY CONSERVATION ~ ~ ! A LONG LAKE HOMEOWNERS ASSOC IiQC ~ 1 ~ ! ~ i, / / ~f ~ ~ Q.B. 14592• PG.81 ] ~ / / / ;
INSPECTOR. IF APPROVED, BEGIN CLEARING AND GRUBBING. / f / B.M. 2003. PG. 689-691 , ' \ y \ I 1 % PIN: 0777.02-76-7407 1
8. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. STORE TOPSOIL AT THE LOCATION INDICATED ON THE PLAN. STABILIZE o ~ " TOPSOIL WITH SEED AND MULCH AND INSTALL SILTFENCE ON THE DOWN HILL SIDE. 1 1 I IP i i / I v ZONING: CUD. TD USE: OPEN FACE R I . D ' P R - -
C 9. RETAINING WALLS ARE TO INSTALLED AS DURING ROUGH GRADING OPERATION. 2.78 AC yr
10. STABILIZE SITE AS AREAS ARE BROUGHT TO DESIGN GRADE WITH SEEDING AND MULCHING. ALL GRADED AND BARE AREAS MUST BE STABILIZED WITHIN 14 DAYS OF REACHING FINAL GRADE. STABILIZATION IS REQUIRED WITHIN 14 DAYS OF ANY ,
INACTIVITY,
P SE TWO EROSION CONTROL CONSTRUCTIQN SEQUENCE 1 INSTALL STORM DRAINAGE SYSTEM AS SHOWN ON THE PLANS.
2. BLOCK & GRAVEL INLET PROTECTION SHALL BE INSTALLED AT EACH INLET AS THEY ARE CONSTRUCTED.
3. INSTALL SANITARY SEWER SYSTEM IN VICINITY OF SBA 1. / / \ ,r- / EX_,/ / / To- BE RF,L TED
' 4. SB1 CAN BE REMOVED UPON COMPLETION OF THE STORMWATER SYSTEM. DIVERT ALL RUNOFF TO STORMWATER STRUCTURES. o• 4. FINE GRADING SHALL CONTINUE. 8tHIND ID AL CNORTH11
5. WHEN CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL CONTACT THE CITY STORMWATER INSPECTOR TO REQUEST PERMISSION TO CONSTRUCT THE VEGETATIVE FILTER STRIP. r / AIR R ;VALVI`i/ V _TO LO TED g IND CURB ~ ~ !
C 0 6. UPON COMPLETION OF THE BMPS, CALL THE CITY OF RALEIGH AUTOMATED INSPECTIONS LINE AT 857-4412 TO NOTIFY THAT THE CITY STORMWATER INSPECTOR THAT CONSTRUCTION IS COMPLETE. THE ENGINEER, AS DIRECTED BY THE OWNER, WILL THEN PREPARE AN AS-BUILT PLAN AND CERTIFICATIONS IN ACCORDANCE WITH THE CITY'S STORMWATER ORDINANCE AND SUBMIT THEM TO THE CITY OF RALEIGH PUBLIC WORKS DEPARTMENT - t
C sTQRMWATER DIVISION. CONSERVATION AREA / fo
° 7. THE CITY STORMWATER INSPECTOR WILL GIVE FINAL APPROVAL TO THE CONTRACTOR TO REMOVE THE REMAINING TEMPORARY EROSION CONTROL DEVICES (i.e. SILT FENCE, GRAVEL CONSTRUCTION ENTRANCE, ect.) ANY BARE W AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED. BM 2000, PG 2238-2239
a © 8. WHEN ALL PLANTED AREAS ARE ESTABLISHED, CALL FOR A FINAL INSPECTION BY THE CITY'S STORMWATER INSPECTOR. IPF. i/ .
2
o NOTE; PRIOR TO ISSUANCE OF C.O. THE STORMWATER BMP'S SHALL BE CONSTRUCTED AND AS-BUILT CERTIFIED AND ALL REOUIRED PLANTING ESTABLISHED. 0 VARIABLE WIDTH TEMPORARY 6 s$oo000ooa$~~. 000 ` 000000000 '
E EROSION CONTROL MAINTENANCE PLAN i CONSTRUCTION EASEMENT / ~ ~ - 0000 164 R~ SSi, L 00 0~~0
V) 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED " REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. i„ / es o° Q 'lrEr 0
m 2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASINS AND BLOCK AND GRAVEL INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED 0 S L 0
a WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. i ! R I ~ OS ON CQ(T ~R4LNARRATIVE 00
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 6-INCHES DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. EROSION 4. ALL SEEDED AREAS WILL BE FERTILIZED RESEEDED AS NECESSARY AND MULCHED ACCORDING TO THE SPECIFICATIONS ?N THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER. THE PROI C ~ THE PROPOSED WATER GARDEN SITE IS LOCATED IN THE CITY OF RALEIGH. SPECIFICALLY, THE 11.3 ! VIC 't 000 C mtt-
° AC. PROD 0- AC. PROJECT IS LOCATED AT 8408 GLENWOOD AVENUE. THE SITE IS WOODEN, WITH EXISTING
7'a EROSION CONTROL SPECIAL NOTES BUILDING'. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THE CONSTRUCTION ENTRANCE PADS ARE PROPERLY MAINTAINED SO THAT MUD IS NOT TRACKED ONTO ADJACENT STREETS. IN THE EVENT THAT THE GRAVEL ASSOCIATI BUILDINGS FROM A FORMER OWNER. THE DEVELOPMENT WILL ADD MULTIFAMILY RESIDENTIAL / AND ASSOCIATED PARKING. 3D ®~e•ee~~~0~as•~s•
CONSTRUCTION ENTRANCES ARE NOT PROPERLY MAINTAINED, OR OTHERWISE INEFFECTIVE, THE CITY OF RALEIGH, OWNER, OR ENGINEER MAY ISSUE A STOP WORK ORDER, WHICH SHALL REMAIN IN EFFECT UNTIL SUCH TIME AS E
C THE PADS ARE RESTORED AND REPLENISHED AND UNTIL ANY RESULTING MUD AND DEBRIS HAS BEEN SATISFACTORILY REMOVED FROM THE ADJACENT STREETS BY THE CONTRACTOR. THE SITE 0 LANE. THE SITE DRAINS TO THE SOUTH TO A STREAM, AND NORTH TO A STORM STRUCTURE OFF MARVINO ~ LANE. FDISTURBED AREA = 8.3 AC
0 ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT. CONTRACTOR SHALL REPAIR ALL EROSION CONTROL MEASURES WITHIN 24 HOURS OF GRAPHIC SCALE
THE RAINFALL EVENT. SEDIMENT INLET PRI SEDIMENT RUNOFF WILL BE CONTROLLED WITH THE INSTALLATION OF DIVERSION DITCHES SILT FENCE 50 INLET PROTECTION, SILT FENCE OUTLETS, SEDIMENT BASINS AND CONSTRUCTION ENTRANCES. 50 0 25 50 100
C CONSTRUCTION ENTRANCE/STORM DRAIN NOTE
o CONTRACTOR TO PROVIDE STRUCTURAL PROTECTION TO TEMPORARY STORM DRAIN BENEATH THE PROPOSED CONSTRUCTION ENTRANCE. STORM DRAIN PIPE SHALL BE INSTALLED AS FILL MATERIAL IS IMPORTED. CONSTRUCTION A NEUSE 0 A NEUSE RIVER BUFFER EXISTS ON THE SITE, NO IMPACTS ARE PROPOSED. 1 inch - 50 ft.
ENTRANCE SHALL BE ONLY BE ALLOWED TO CROSS THE STORM DRAIN IF THE APPROPRIATE FILL AND COVER HAS BEEN INSTALLED. r RO I 0 PROPOSED SITE DISTURBANCE TO BE 8.2 ACRES. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND DGH AND NCDOT STANDARDS AND SPECIFICATIONS.
3
No. Revision Date Designer Scale M
° W&R 1" = 50' 0 Drawn BY Date n rL-n "ASE 2 SEDIMENTATION AND E'0S10"
o WATER GAR"u"""EN VILLAGE KU 01/07/11 0 AV N rLE L Sheet No.
i Checked By Job No. ENGINEERS I PLANNERS I SURVE SURVEYORS 4
r k 0 W&R 02100371 Raleigh Wake County Is North Carolina 111 MacKemn Drive Cary, North Carolina 27511 tel: [phone] www.writhersravf p CONT R3 0 L wr` 4 L A N ww.withersravenel.com License No. C-0832
Y

I
N F FUINAGAN, WALTER FRANCIS JR NJF (r j fUUVAGAN, CYNTHU AMARAI. MEDHIN, SEBHATU r1t TSEGGA GADI, ,IAGAt3tSH VENKATA ~
N GADi SASHI REKHA VENKATA B.M. 2004, PG. 01467 B.M. 2004, PG. 01467 ~ ~ PIN: 0777866901 PIN. 0]77865583 CHANDRA, 5UBHASH ~ B.M. 200x, PG. O t 467 ZONING: R-a ZONING:R-4 ~
KIRAN SAXENA PIN: 077786691'!8 USE: SINGLE FAMILY USE: SINGLE FAMtLY B.M. 2004, PG. 01467 ZONING: R-4~? rt.
PIN: 0777875095 USE: SINGLE FAMILY 0.2 AC 0.26 AC ~ N/F ZONING: R-4 0.21 AC N/F ~ LONG LAKE HOMEOWNERS ASSOC INC e co LONG LAKE POINT SUBDIVISION
SMITH, DAVID D do ANGELIA BAGLEY USE: SINGLE FAMN.Y 4' S~ B.M. 2004, PG. 1467 B.M. 2004, PG. 1464-1468
4 14 0.22 AC B.M. 200 , PG. 0 67 EX FH ~ ~ PIN: 0777875172 EX FH PIN: 0777865668 Q
ZONING: R-4 USE: SINGLE FAMILY ZONING: R-4 Ex AIR RELEASE U5E: OPEN SPACE
0.22 AC ~ ~ 0.46 AC ~ ~ 4
i+ ~ v ~ h
'L..
i M i i i ~ i ~ i i ii- ~ i i i ~ i i ~ i i M i ~ i -.u~ ~ ...~I~ ~ ,,i ,,r 8.0 EX LMP ' ~
p,.- 2t1• C~ISTRUCTK)N EASEMENT , -1468 6~ PUE
, Pt / / 20 CONSTRUCTION EASE OSS-J?CCESS EASE1~tENT PG X146
/N B.M. 2004, .1464-1468 B.M. 2004, PG. 1464-1468
t1 _ . . . . ~ ~ i r r ~ . ~ ~ N/F
• . ' i ~ ~ , JJ/ ~ i- w-- ~r~ • _ ; . a . ~rr~~r,r. rr rr . rr~ +rr ~ ' ~ ~rrr~rr~ • ~r "ri"g ' ` iw r+~ KHALIL, IMAD M INC
I M r+. r• sTREET I~ROTECn~ rARO_.~------"'' 8 B.M. 2004, PG. 1466 PIN: 0777861245
20:.DRAU,IAG1~. EJISEME>Ii.T i ~ a ; / B.M. 2044, PG. 1464-1468 - - ~ ..~..r..... i 2004, PG. 1464-I46a ~ ~ ~ ..n. ~ ..r. ~.i. ~ \ ~ ~ i r.,.~,r ZONING:
24 DRAIN NT /14'~SANITARY SEWER EASEMENT B.M. .1464-1468 B.M. 2402, PG. 655 2 PRMATE ~DRAtNAGE LONG LAKE HOMEO~IVERS ASSOC INC _ - O.B. 12024, PG. 2343 J USE: OPEN SPACE 0.46 AC
~ MENT ~ B.M. 2403, PG. 689-69t / i 1 ~ 4 B.M. 2tK14, PG. 1464-1468 50 CROSS NT PIN; 0377.02 86 4551 `~,,M, , PG. 68 15' SLOPE EASEMEN
++'r IPF i ~ ~'7 C~ T 1 f~t1 834.39' 50'33'11 B.M. 2002, PQ 1095-109
1 t USE: OPEN SPACE : . ~ QiA ZO' C EASEMENT
SS S ~ \ ~ `~f~ 20 CONSTRUCTII~d. EA~MENT , , . .M. 4, 468
i~..__----- ` ~ - ~ ~ -F4-BtJItBING-~TIt - - - - - , _ _ ~ ~ -r.. ~ _ 'T~ ; B.M. Zt~14, PG, t~4-f46$ - ~ ~ .
r ~ ~ , - - - - - - - - ~ - - - - - - - - - - - - - X BLDG / ~ ..W a ~ r l , i 4
l~~ ~ ~ i ~ ~ i ~l ~ , ; v ~ . i ~l ~ ..,ter ~ y ~ ~ 24 PRNATE DRAINAGE ~ : , ~ ~ r ~ .l l ~ ~ , ~
~ \ ' EASEMENT `f ~ ~ ~ , ~i ~ ~~l / ~ I l I ; : "'fib' ~ ~ I~l ~I~ ~ `rte. ~ ~~el ~ I l';~J ~
~ ~ i ,r , w/ rte., f ~ . 4.88' SU'3 a-
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I ( \ ~ ~ ~ ~ / .f f `I\. ; • • • • • • • • • • • • • • • • • •
r ~ jam` ! \ Imo` r /fir J ~ ~ ~ ASP?IA~.T
/ ~ f %.l .Il l r . . r ~ ~ , • • 0.741 ACRE'S . . . . ~ . .
~ . , , i ' i / f ~ . • . . . . . . . . . . . ~ . . . . ~ . . .
~ / ~ . ~ r ~ y . f r..,~ , ~ 1 ~ . . . . . . . . . . . . . . . . • .
~ ~ ~ ~ ~ ~ IMpERVICUS SURFACE AREAS v / / ~ ~ ~ , r,,,.,,~ _ ti . . 1 ~ ~ ~ ~ f r ~ ~ ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~ ; , ~ ~ i .yI . ~ ~ ~ . . WETLAND . . .
UILDING F A ` ~ r: r. 8 S 28230 S 0.65 C ~St SIDEWALKS 25623 SF 0.59 AC / ~ / ~ wm+ATE f~RIUNAGf EASE NT ~ ' ~ . / . . . . . . . . C-21 • ¢.200 A . . . . . . . . . . . . . . .
i ~r R P f 4 F 117A F . ~ , r . ` , / . . . • . . • . . . . . . . . . . . . . . .
r 't / . ~ / ~j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
TOTALS 104827 SF 2.41 AC ~ ~ > ~ / . x er.~ } ~..i ; ~y ; ' a . ~ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~ i ; f ~ ~ i ~ i~ ..,~,`~..f ~ . . ~ , . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~ ' i~` ~ ~`~l / ~ ~ , , . i` ~~t~~~l 1 ' . . . • . . . . . . . . . . . . . • . . . . . . . . . . . . . . • .
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~ i ~ ~ i, . i . / • • • • • • • • • • • • • • • • • • • L4
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~f ~~I ~ ~-,,l ~ r,..,_ ~ . ~i ~ ~ ~ ,mow EX ~
.l J , o
'P ~ ~ ~ . ~ ~ ~ ~ \ ;,i
J ~ ~ Q ~ \ / F ~ ~ ~.i 1 / J .,,1 ~ I~ ASPW~y„T EX w00o ~ , ~ o ~ $ •
~ ~ L G LAKE TE U1StON LOt /93 ~ ~l t` ~ BRIDGE ~ . ~ ~ / , / AS~FALT ~ 1 .
OWNER: LONG LAKE HfMIEO ERS ASSOC INC ~ ,~1;~ B.M 003, PG. 689 91 ~r ~~l /~I jar i~l ~ I" . `t . . ~ ~ /
.8. 10592, RG. 8 ~ N: 0777.02-87- 18 09r / r . . \ ,
•S G: , TD; U'SE: (~E SPACE. 74 AC ti 9a ~ r ~
sy. ss,~, ~ / EX ~.DG ~ ~ , ~ ~ ~ ~ ~ .
F / ~ ~ . I . \ ' / ~ 1 . . 4
P ~ , \ , , , : • nA~ Ai~A / P 6~ / C 2
~ \ / ~ T ~ \ ac~o ACRES / ~ /
Nitro en Calculations for Ex ansion _ _ P _ _ ~ , f /
to Exisi~i Develo merit ~ p _ ~ ~ , ~ o ~ ~ ~~r• ~ o ~ /
~ ~ ~ /
Pro' c~ Water Garden A t ©n _ _ _ J~ _ P ~l P5 ~ /
9/13111 R EXTFH EHIND SIDEWALK
~ `4? III • .
Total lot Acrea = 5.~ 'Ac. 9e ~ . . RAND ARE ~ ?v NE ~ ~ •tb,
z _ _ ~ p-1 . . . . 'OA~O ACRE
Y Ex?stm Im r~nous 0.13 ' Ac. / 9 ~ _ _ _ _ _ ~ PR AT 20 N E ORAINAGE EASEMENT ~ , ~ ~ . . . . . . . . . . . .
" Addtional new im r~ot~ = 2.28 Ac. v ~ ) ~ z Tnta1 imnoninaEC . ~ d1 E1r ` ~ . ~ . ~ ~ \ / .PROP, 40 P.RIVEITE ~ \ /
PRIVATE DRAINAGE EASEMENT UTILTY -EASEMENT • ' • ' • ' X+O\
Existing managed open space 4.95 \ WenAND AREA .
LO LAKE TERRACE New remaining open space (peNous) 2.67 Ac. L HOMEOWNERS h LAK E TERRACE SUBDIVISION , ' A-2 ? ' • ' • ' . ' \ \ r • / / 0.mm HOMEOWNERS ASSOCIATION, IN 1
D.B. 11868, PG Allocated open space 2.53 Ac. rn _ _ M. 2003, PG. I D.B. 11868, PG. 1803 \ / \ . 2003 PG. 689-691 ' , r . N RfiH 40// ~ f
o PI No. 0777.02• ,,New Nitrogen Loading" IMN0. 0777.02-e6-1971 f \ / r /
o Addtional (new) impervious @ 21.2 lb/acre 48.34 lb ,r
Allocated open space @ 1.2lb/acre = 3.03 lb X r
Total nitrogen contribution = 51.37 lb r J lC`~
a Total nitrogen contribution per acre = 10.69 lb/acre E m
CL V, nt nitrogen remaining to achieve 3.6 lb/acre = 7.09 lb/acre r \ 30 .?y r gar /
\ EX MH
ea (new imp new allocated open space) = 4.81 Ac.
Actual {tends to be removed by treatment= 34.07 lb <--(Amount nitrogen remaining after buydown new area") r / \
° Treatment device = LS-VFS r r \
o Efficiency of duce to be used 30.E % N/F ~ \ r o LONG LAKE HOMEOWNERS ASSOC INC r r \ 00®666666668666
" Impervious Area Treated = 2.33 Ac. o D.S. 10592. PG.817 ~ r S.M. 2003• PG. 689-691 \ / r
C Open Space Treated 1.46 Ac. - n \ PIN: 0777.02-76-7407 ZONING: CUD, TD ~mf .P 1°° p €.ssro 00 o' 'm
o w USE: OPEN SPACE \ 2.78 AC
` Reduction from BMP 3.19 lbs/ac N o AL d 498
Net BMP Loading after BMP 7.50 Ibs/ac
a \ ~ r 1~. 6000*6
o Offset Amount for buy Down 3.90 Ibs/ac r /
0 r \ C~ °~~~88666 666666 ~l
C Buy Doom Amount 3.90 Ibs/ac o "o x 4.81 ac _
x $28.35 /lb/yr \ Ex i TO BE RELO D GRAPHIC SCALE
v x 30 years r S ND S Al 40 40 0 20 40 80
C Buy Down Amount =;$15,922.43 L E VALVE RELOCATED /
O FH INn / 1 inch = 40 ft.
L 6 ALL CONSTRUCTION SHALL. BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND .EIGH AND NCDOT STANDARDS AND SPECIFICATIONS.
3 I
No. M Revision Date B Designer Scale $ W&R 1 40'
Drawn B o y Date WATER GARDEN VILLAGE '
KW 0 1 /Q7/1 1 o VY 0 7 m F= a o AV N Sheet No. F~
© Checked By Job No. NIT"R"'OGEN" CONTROL PLAN' ENGINEERS I PLANNERS I SURVE 5 SURVEYORS
0 w&R 021001 Raleigh Wake Coun North Carolina na 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersrav wvw.withersraveneLcom License No. 0-0832
Y -

N F FUUVAGAN, WALTER FRANCIS JR N/F /r / F~4NAGAPI, CYNTHIA AMARAL MEDHIN, SEBHATU do TSEGGA W GADI JAGADISH YENKATA dt 1
N F GADt SASHt REKHA YENKATA B.M. 2004, PG. 014$7 B.M. 2004, PG. 01467 / FAN: 0777866901 PtN. 0777865883 ~ CHANDRA, SUBHAStt ~ B.M. 2004, PG. 01467 ZONING: R-4 ZONtNG:R-4 ~
KIRAN SAXENA PIN: 07778668 US£: SINGLE FAMILY USE: SINGLE FAMILY B.M. 20x4, PG. 01467 ZONING: R-4 ~ t7•
PIN: 0777875095 USE: SINGLE FAMfi.Y 0.2 AC 0.26 AC W N/F 20NING: R-4 0.21 AC A N/F LONG LAKE POINT SUBDIVISION
SMITH, DAVtD D ~ ~ ANGEUA BI~I.EY USE: SMGLE FAMILY 4' Q 0.22 AC ~ LONG LAKE WOMEOWNERS ASSOC INC 3 , 6.M. 2004, PG. 1467 • B.M. 2004, PG. 1464-1468
B.M. 2004, PG. 01461 Ex FH PIN: 0777875172 Ex FH PIN: 0777865668 1. ~
20NING: R-4 ~y" USE: SINGLE FAMILY ZONING: {~_4 EX AIR RELEASE (J i,~iNH(X.E ~ v USE: OPEN SPACE ~
0.22 AC ~ 0.46 AC ~ V 4 V ~w
. _ . . Z , / h ~ a
J"- ` EX FH ~ ~ m
/ ~ i B.0 EX DI ' ~
, % 2D' CONSIR'UCTtON EASEMENT 60 PUB r -1468 60 PUBLIC R/W
a s o ~ PC / OSS-ACCESS NT ~vT.'', PG x-146 I
20 C0IVSTRUCTtON EAS B.M. 2004. PG. 1464-1468 B.M. 2004, 1464-1468 ;
* N/F
I / / - . -y ? ` ? r+r an, ~a,~ • ai ~ ~~irrni,rr r r ~ ~rr~r~,ri.~ r , it ~~r • r "r KHALIL, IMAD M INC
I~/r.'• .nom .r'" t~ y .r 211+00' SQ. ~ 20.Q0' 15' STREET PROTECTIVE 1rAR0 ~ ~ • B.M. 2004, PG. 1466 PIN: 0777861245
/ r"" 20=bR~At~lA66. E,ASEk~i.T . / B.M. 2004, PG. 1464-1468 M _ - - - ~ , B.M. 2004 PG. 1464-146$ ~ . r . , ~ . .rr . ~ . . r ZONING:
20 DRAIN SEMENT .+2tl'~SANITARY R EASEMENT B.M. G. 1464-1468 ~ 7 ' PRNATE DRAINAGE B.M. 2002, PG. 655 LONG LAKE HOMEOWNERS ASSOC tNC - ' ~ O.B. 12024 PG, 2743 ~ USE: OPEN SPACE 0.46 AC
MENT B.M. 2003, PG. 689-691 , B.M, 2004, PG. 1464-1468 ` ~ 5O CROSS A NT PIN. 0777.02-86-4551 .;~..'~'~B,M. tx14, PG. 68 15' SLOPE EASEMENT/
? ~ ~ 11 ZONING: R-4 fk ~~9 USE: OPEN 5PACE ~ ~p B.M. 2002. PG. 1095-109
$34.39 50'3311 "V~ EX MN t 14,09 B 1 11'V,r . IPE , ~ ~ 20' C EASEMENT
~ IPF 3+00 SS $ !n \ . .M. , 20 CONSTRUCTI{~t, EASEMENT ~ i . ` 468
~ \ ~ ~ -'FO -BtltL-61NG-xETit - - ~ _ _ _ _ _ _ _ ~ B.M. 2004, PG. t+i-1468 ' _ _ I ~G /
~ ~ ~ - , \ CB t2 / - / ; , ~ CB 10 7 M . . . .
~ ~ ~ \ S ~ / ~ . _ ~ ~i ~ 24' PRNATE ORAiNAGE ~
\ ~ ~ \ . ~ i ~ ! ~ ~ 6X EASEMENT ?t) E1lj ~ ~
\ ~ - . ~ ~ / ~ I>~ • o .88' S(73 "W
'ti~_ Y i 3+~ ' 4+00 ~ ~ • ~,,,.,.,v.,,- tip, ~ _ . z
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V , \ i 18 _ ~ i . . . •
V \ ~ '1 , , S , i ~ x ~ b ' . . . . . . . . . . . . . . • . . . . .
. , ' i~ ~ , ~ . ~ x . . . . . . . . . . . . . . . . . . . • . . ` . . . . . . . . . . . . . . . . . .
Yi 17 / ~ ce 7 ~ , . . . . . . . . . . . . . . . . . . . .
\ ~ - - , . . . . ' . . . . . . . . . ~ . . . . . . .
x9 , ry ~ , . . . ' . . . . . . . . • . . ~ .
, 1 ~ 1 p~ , • ' WETLAND ARtA•
\ ' \ 1 /6 ~ , / . , • 0.741 ACRES . . . . . .
\ , , \ 6 C . / • , , . , S~1H~ . , ~ , • . . . . . . . . ` . . . . . .
t . , t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
, / , . . . . . . . . . . . . . . . . . . . . . . . . . . . .
\ / . f , , 30 PRNATE 09RJUNAGf EASEMENT . . . ' WETLAND . . • . . . . . .
, ~ . n,,---------~~ , . . . . . . . . . . . . . . . . . C-21 . 4.200 A . • . . .
~ , . , , . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
' \ LEVEL SPREADER-VEGETATED FILTER STRIP . ~ STORMWATER MANAGEMENT SYSTEM ' . ' , ~ , • , • . . . . . . . . . . . . . . . . . . . . . . . .
, / UNOERGR©N TORA ~ , U D S GE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
\ \ , DRAINAGE SYSTEM AREA 3.95 AC \ . , - •o-.,, , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
COMPOSITE C FACTOR 0.73 \ x ~ , h~ , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
RAIN INT NSITY 1.001N/HR \ E • ~ , ,F~ , . . . . . . . . . . . . . . . . .
PEAK STORM DISCHARGE 2.$8 CFS ,o. c~ \ , • ~ . . . . . . . . . .
ti°' \ LEVEL SPREADER LENGTH ~ 10 FT/CFS 30,00 FT ' ' ! ' . . . . . . . . . . . . . . .fit„ •
VEGETATIVE FILTER STRIP LENGTH 30.00 FT \ , r . . :
. ~ ~ "20 SLOPE 3.33 ~ \ ~ ,
\ .
'P \ / \ 9 \ C8 23 J •
~ \ ! o ! '
0 ~ \ L G LAKE TE MStON LOT r93 \ . / SMH 4 /tJ . .
Q OV~IER: LONG LAKE HOME ER5 ASSOC tNC B.M 003, PG. 689 91 / C)'
.B. 10592, PG. 8 ~ \ N: 0777.02-87- 18 ~j \ \ ~ . . S / • •
iNG: D, TD; USE: OPE SPACE, .74 AC \ \ / $ a / ~"~VrNE•... / . . .
to \ \ \ . ~F / .
/ ~ 24 ! ~ .
/ A TLAND ARE ~ / C-?
P~ M C / 6 M E ~ 0,030 ACRES ~ /
l
UNDERGROUND DETENTION -DESIGN DATA ~ f
/ / STORMWATER MANAGEMENT SYSTEM
TOTAL DRAINAGE AREA: 3.95 AC• sMH ~ / ~ ©UTLET EX FM II0 BE RELOCATED / or
A IMPERVIOUS SURFACE AREA 2.40. \ ~ o ~ ' , eEI~N BEHIND SIDEWALK `~C
FT DIAMETER OF UNDERGROUND DETENTION SYSTEM 8.00 ~ ~ d~ ~ \x~ , , /
Y LENGTH OF SYSTEM 225 ~ , , ' ~ 'PO WETLAND ARE, ~
Y W A-1 , • IPS ` . OA70 ACRE .
2-YEAR PEAK DESIGN FLOW IN: 11.99 Cfs / W Cfs 2-YEAR DESIGN FLOW OUT: 6.52 / 20' PRIVATE DRAINAGE MENT , EASE . ,
~ ~-YEAR t}FSIGN WATER SI1RFAt^.F FI FVATIr7N~ 40(l_ 14 Ft. I 30' VEGETATED , ~ , , ' . ' . ' ~ b . ~ P4 ~ / iK.TER STRtP~I / PRQ . 0 P,R VAT`E \ ,
X.` 2-YEAR MAX. POND STORAGE VOLUME: 0.13 Ac.-Ft. . UTILTY EASEMENT . ' . ' / • PRIVATE DRAINAGE EASEMENT 04
% • 1o TLAW AREA
10 -YEAR PEAK DESIGN FLOW IN: 17.94 Cfs ` L LAKE TERRACE o ) L E HOMEOWNERS D.B. 11868, PG 10-YEAR DESIGN FLOW OUT: 9.50 CfS M. 2003. PG. r PI NO. 0777.0210-YEAR DESIGN WATER SURFACE ELEVATION: 402.61 Ft. LAKE TERRACE SUBDIVISION a , ' . ' . ' A-2 HOMEOWNERS ASSOGATION, INC. Q'098 ""---t- 3tt0 LEVEL SPREADER I
D.B. 11868, PG. 1803 • / 24 CNG 0391 I I.M. 2003, PG. 689-691
N NO. 0777.02-86-1971
"i 10-YEAR MAX. POND STORAGE VOLUME: 0.24 Ac.-Ft. z
r l 00, 0
25-YEAR PEAK DESIGN FLOW IN: 20.69 Cfs O
25-YEAR DESIGN FLOW OUT: 16.31 Cts S ~o00.
25-YEAR DESIGN WATER SURFACE ELEVATION: 403.00 Ft. 10 1 Start 2 .q0. /
25-YEAR MAX. POND STORAGE VOLUME: 0.25 Ac.-Ft. 0 \ EX AtH I / LEVEL SPREADER \ n ~
FOREBAY 1
0 100-YEAR PEAK DESIGN FLOW IN: 23.79 Cfs
- 100-YEAR DESIGN FLOW OUT: 25.44 Cfs 100-YEAR DESIGN WATER SURFACE ELEVATION: 403.37 Ft.
0 100-YEAR MAX. POND STORAGE VOLUME: 0.26 Ac.-Ft. 000, / o~$sssocoagd~oe
/ NF ti LONG LAKE HOMEOWNERS ASSOC INC CA1?0~°•~~, o
X. OUTLET STRUCTURE: O.B. 10592, PG.817 1 B.M. 2003. PG. 689-691 000 O
1 - 1.00' DIAMETER ORIFICES FOR ATTENUATION O FAN: 0777.02-76-7407 \ ZONING: CUD. TO O ~
E 395.83 FT USE: OPEN SPACE \ \ G~ 2.78 AC o SE L m ell 0 1 98
m %
10 24" DIA. RCP OUTLET BARREL / EX t *c I 00000000-0000
BARREL UPPER INVERT AT ELEVATION 395.83 FT. \ I pry L
a BARREL LOWER INVERT AT ELEVATION 391.00 FT. \
U ll
O \
\ EX F / TO BE REL T D \ 1 GRAPHIC SCALE
V ND ~ W 40 \ 40 0 20 40 80
Al EL VALVE B RELOCATED
tl F141m t uRa 1 1 inch = 40 ft.
ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND EIGH AND NCDOT STANDARDS AND SPECIFICATIONS.
3
No. Revision Date B Designer Scale
Drawn By Date W&R ,--30WATER GARDEN VILLAGE M A WA 0 7 H F Sheet No.
o KW 01/07/11 o Checked By Job No. STOnMWATE3 A"AGEMET PLAN N N ENGINEERS I PLANNERS I SURVE SURVEYORS
w&R 02100371 Raleigh Wake County Y North Carolina 27511 tel: [phone] www.withersrav 111 MacKenan Drive Cary, North Carolina rww.withersravenel.com License No.-C-0832

30" DIA, RISER
~ °
411 TRAFFIC RATED ~ , El. .62
/ ~ MANHOLE OR CATC A I Y B S N (B
~ GRATE FRAME ~ CONTRACTOR} ?ME
~i ~ INSIDE DIA, SHOULD ' VEHICULAR WEARING E4UAL / SHOULD
j SURFACE(BY APPROXIMATEIY(RISER " " " ?TELY(RISER
~ 6 DIA., 5x1 ,ALT 2, 12 GA., CMP ' ; CONTRACTOR} DIA. + 3"
r ~i ° a % ~ a
i ~ % ' , a G a ~G r a
cG 0
G d ~
G d d E9 SIZE, REINFORCING
COMPACTED - 1:TBY ENGINEER
SUBGRADE CMP-RISER-
BASE COIL CUT RISER TO FINAL BASE COLLAR/SLAB
ELEVATION IN FiELO (BY CONTR INV. 396.91 - (BY CONTRACTOR)
USE FLEXIBI -USE FLEXIBLE JOINT
MATERIAL T SECTIoN c-c ACCESS LADDER PREVENT Ct MATERIAL TO PREVENT CONCRETE
1" = 4' FROM CONT FROM CONTACTING
~ RISER DETAIL M1 ETAIL 1 SECTION F-F THE RISER ~ N,T,S. WAY THE RISER IN ANY WAY
=4
(w' ~ / 30" DIA. RISER
EL. 414,25 ~ ~ ~ d
i / /
0 0
F ~ ~ F
~ / MANHOLE LID OR
~ ' / CATCH BASIN GO
/ ~ 6" DIA„ 5"x1", ALT 2, 12 GA,, CMP a ~ o
/ D
0
1

l
INV. 396.58
REINFORCED CONCRETE D CONCRETE MANHOLE CAP DESIGNED BY ENGINE
NOTES: SECTION D-D
96 0.5....~. , ,z ~M .s E~ao.l ~wP sna ~~E. 1" - 4~ - 1, THE CONCRETE CAP SHALL BE SJZED AND DESIGNED BY OTHERS SO THAT T SO THAT THE LOADS ARE
TRANSMITTED TO THE SOIL, AND NOT THE RISER.
2. THE CONCRETE CAP SHALL BE SIZED TO PROVIDE AN ADEQUATE BOTTOM AI BOTTOM AREA BASED ON THE
ALLOWABLE BEARING CAPACITY OF THE SOIL.
RISER DETAIL # VIEW A-A 1 1.. ETAIL 2 D STIFF ENOUGH SO THAT THE
3. THE FLEXIBLE JOINT MATERIAL (RECYCLED VINYL OR EQ.} TO BE STIFF ENOII 4 CONCRETE CAN NEVER ENGAGE WITH THE RISER CORRUGATIONS.
30" DIA. RISER
MANHOLE CAP DETAIL
N.T.S. EL, 414,30
'
% ~
/i
/
6" DlA., 5"x1", ALT 2, 12 GA„ CMP
E NOTES;
" I " 1"
1, UNDERGROUND DETENTION SYSTEM SHALL BE 96 D A,, 5 x , 12 GAGE CORRUGATED METAL PIPE AS MANUFACTURED BY CONTECF 5" x 1", ALT2(ALUMINIZED STEEL- TYPE2), BY CONTECH CONSTRUCTION PRODUCTS. INC.
i . a \ / OR APPROVED EQUAL.

2. MINIMUM COVER HEIGHT FOR PIPE SHALL BE 12",
3, ALL RISERS & STUBS SHALL BE 2~"x~" CORRUGATION AND 16 GA ~ / ~ INV. 395.73 AND 16 GAGE.
4, F NDATION REDOING PREPARATION & BACKFILL SHALL BE IN At 4U / ?LL BE IN ACCORDANCE WITH SPECIFICATIONS
SECTION E-E OUTLINED BY CONTECH,
1"r4•
5. ALL JOINTS SHALL BE "WATERTIGHT"
P P "H P" RA T R Y 6. CONTRACTOR RE ARE S O D tMNGS 0 BE EVIEWEO B E MEWED BY ENGINEER PRIOR TO
MANUFACTURING.
RISER DETAIL 8 E ETAIL 3
4'
6 W Y
Y U
W Z Vl
W I
a 250'
iv 5'
0 4' 2' 89'
0 N
M1 j 30" CMP RISER g3
15 CMP INLET (Y124) A
E j M
a 30- CMP RISER #1 t Q d
RESTRICTOR PLATE ° 0 $ 0 24" CMP INLET (C66)
rn 04009CA°°°°°°°
L r ~ 15" CMP INLET 0823 I = 01
ti A / 0000000 0 ESS
30 CMP RISER #2
a b d~ ` ©n p o s L
24M CM OUTLET
2 J b
n 0. 15' *C t4t "C 0000*00000 "44
0 1 --1 w C ~ 1 0
P yr PLAN VIEW
C 0 .10 1" 4*
0 W Ile
v
C m v
0
0 ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AN ~'n`~°7 ~I F=3 E--j LEIGH AND NCDOT STANDARDS AND SPECIFICATIONS.
I
No Revision Date B Designer Scale
W&R N/A
0 Drawn By Date o LAW 06/02/11 WATER GARDEN VILLAGE AV 0EE.-I Sheet No.
o Checked By Job No. BM P D ETA I LS ENGINEERS I PLANNERS I SURVE SURVEYORS
i ° RALEIGH WA RT KLJ 2100259 NORTH CAROLINA 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersrav rww.withersravenel.com License No. C-0832
Y

i -

E
f I / ~ sE~Eyiai ~ ~ \ \ \ \ \
~ / ~ES GNaBYNG ERS \ \ ~ \ \ \ \
y/ / ~ / \ ~ \
/ / / / \
~ \ \ ~ i/ / / \ \ ~ ~ \ / / / / ~ \ \

/ / / / / /LEVEL/ R / ~ \ \ \ \ \ ~ / / / / / /15x15 F Y , \ \ \ \ \ \ ~ /

CLASS I RIPRAP - ' - /.~/ice ~ ~ ~ ~ ~ ~ ~ \
0.8 FT DEPTH i , /
- _ ~ ,-j ~ ~ HBO 0~393"~.0 / / \ ~ / / ~ ~ ~ ~ \ ~
i \ \
i i ~ _ ~ \ \ \
- _ . t~TTDM 393.0 \ ~ \ \ \ ~ ~ ~ ~ \ \

~ \ \
~ 3 ~ / \ \ ~ \ \
~ o 0 0 0 0 0 D D D o
1 f D D D 1 I
I ~ N / ~ ~ \ \ \ \ \ \ \ I
O O O O O O O O C~ ~ D D D D D D EL. = 383.6.7 D D D D ~ \ \ \ 39A 30.O~LEVEL SPREADER \ \ ~ \ \ \ \ \ 2~" CNC A39,.25\ \ \ \ \ \ \ \ I~
c ~ ~ ~ \ \ \ \
~ o 0 0 0 0 0 0 0 0 0 0 0 0 0~
~o o^~D s~~o no ~o no /1D,~/1o ~/~o r-
I - \ \ ~PRNATE DRN EASEMENT \
~ ~ \ / \ \ F3LTER STRIP D \ \ \ \ \ ICI
~ / ~ ~ ~ \ \
~ ~
A \ ~ ~ ~ ~ ~ \ ~ ~0- \ \ \ \ ~ - ~Y \ \ \
~ ~ \ - \ ' / \ ~ \ \ I
~ , / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ \g ~ \ ~ ` V \ \ \ \ j \ v \ \ \ \
I \ ~ / ~ \ ~ \ \ /
~ ~ ~ \ ~ / \ \ \ \ - i
\ ~ \ ~ ~ ~ \ ~ ~ ~ / \ ~ ~3 '~9NFi NRB-~~ \ ~ \ \
\ ~ / ~ I ~ V / ~ / ~ / v vv~v ~ 8~ ~
~ \ ` ~ y
\ ~ \ ~ i i ~ ~ ~ ~ / \
~ ~ ~ ~
~ ~ i~ i
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~ ~ ~ ~ ~ \ ~ , \ ~ JIIETLAAN ~ A \ ~
~ ~ ~ \ 1 l ~ i \
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I, ~ ~ \ ~
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~ ~ / 1 \ \ ~ \ ~ \ -~-g / / / ~ \ \ /
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i I

/ i \ \ ~ ~ 400 400 ~ I ~ \ \ \
I ~ ~ I ~ i \ I ` \
~ ~ 1 \ \ ~ I y ~
~ ~ I A ~ I
I~ ~ 1 1 j I l 1 `I I, ~ \ , , I ~ I \ wEnAN AREA " . I \ ~I
~ ~ ~ 1 I 1 1 ~ ~ ~ 1 ~ I ~ _ / 0.o9B ACRES 1 \ I
~ I ~ 1 ~ J ~I I ~ I
I ~ I
Ex GROU SURFA LI 0 391.2 LEVEL SPREADER-
VEGf TATE D F I LTE R STRI P
i I GRAPHIC SCALE
395 ~ -395
sT~~o 9~az PLAN VIEW 2D D ,G 2D 4D
I 1 inch = 20 ft.
i
VFS EL 3 .35 PROP
GRADE
I
A;0+57 5 LEVEL F~'/'\y 3 INCHES OF SURf~ ST~dE SPREADER UP ~ ~
~e~ j n , L. ~e~ , ~ ~
i II I I ~ ~ ql .a, ` URBAN iRAN91IDr, BUFFER
R INf E gtCEO 390 390 REINfgtCED CHANNEL ' ~ - ~ ~ ~ ~ ~
x srao 37.65 ZONE 1 NRB UNDERDRAIN -4' RECEIVING ~ UNDERDRAIN -4" ,,L• 3 it. VADE STRIP STREAM
y PERFatATED PVC w FlLTER SACK- ~ PERFORATED PVC PATH OF FlLTER FABRIC FlLTER SOCK- DRAIN INTO
z BYPASS SWALE m C NEL DEP BYPASS SWALE
I V ~S i APPROPRIATELY SIZED LEVEL SPREADER CROSS SECTION ~
CONCRETE FOOTER i i
i o N / I O i I
N
n VEGETATE FlLTER I
i o I I i INFLUENT STatMWATER ~
c TO LEVEL SPREADER
I c N~~ a PIPE FROM DIVERSIOP, EVEL SPREADER DESIGN WILL BE BASED ON CURRENT
m 1, LEVEL SPREADER DESu o DINSION OF WATER QU MSION OF WATER QUALITY DESIGN GUIDELINES. ~i ,ft~ o000oooooco0po ~ a
v 385 385 z. INSPECT AFTER EACH a a WELL ESTABLISHED, Af, NSPECT AFTER EACH RAINFALL, UNTIL VEGETATION 15 ~ ~ i i 3 ft i ~ oo°°o~N CAI~O oooao TELL ESTABLISHED,. AND MAKE ANY NECESSARY ~ oo R p0oeooooo ~ o0
d REPAIRS; AFTERWARDS uai ~ N O MO O MO d' M KEEP VEGETA710N HEA EPAIRS; AFTERWARDS, INSPECT PERIODICALLY AND ~ i , u~ ~1~,o°OFESS pN o 000 EEP VEGETATION HEALTHY AND MAINTAINED. ~ o° o°Q~ 9~ $
o I~ ~ M (p > ~ M ltl UNDERDRAIN o° o° o $
~ ~ DO ~ 00 ~ CTl O CA M M ~ M M r~ M M o u u o ° SE L
i N C FOREBAY SCHEMATIC ~ o ~ 1g4g o S
-0+50 0+00 0+50 1+00 1+48.30 a I o 0 oV~ t o, 2°°°°FHC I NE~~; °°°w,a°
0 c p °0°eo°°eo° 5~ f
0 U c STANDARD LEVEL SPREADER 0,eo0F oonoaLo'a E
a a ~0 V~~4
AL
v 1" = 20' HORIZ.
v~wvv I Ivr I'=Z'VtKI.
d 0 3 ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS. I
i
M No• Revision Date B Designer W&R Scale Nrs a a
o Drawn By Date ` Sheet No.
n LAW 07/11/11 WATER GARDEN VILLAGE LEVEL SPREA1 0 i RAVENEL WITHERS. /READER DETAILS
o Checked By Job No. ENGINEERS I PLANNERS I SURVEYORS
KLJ 2100371 RALEIGH WAKE COUNTY NORTH CAROLINA 0 i 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
`1 i
I

O D N T As Zp
GENERAL NOTE 2'-O' 1 m s m O ~ N} N~ '-'1 USE 4000 PSI MINIMUM COIPgESSIVE STREH6TH CONCRETE. Z CONCENTRIC INTERNN. YIN. YIN. YIN. C[RCUYFHIEHf7AL F¢¢ N~Z SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE p m NOTES: Z IF SPECIFIED. wrn ~9 INSTALL ALL STEPS PROTiIUDING 4" FROM INSIDE FACE OF STI]UCTURE WALL wOI
~y O fABI11CATE, ASSEIBLE PND OESIGH PRECAST YANNDLE COMPONENTS DIAMETER PALL T11P1BOTTW AREA OF STEEL ¢1..3 STATE USE OF SYSTEM 9N COVER F'Q STEPS DIFFERING IN DIMENSIONS CONFIGURATI011 OR MATERIALS FROM THOSE SHOWM YAY ALSO BE USED PROVIDED THE CONTRACTOR HAS fUANISHED F-Q (I.E.: SEWER, STORY DRAIN, ELECTRICAL) ?Qx4QC390 ao~Op THE ENGINEEp WIITH DETAILS OF fflE PROPOSED ST~PS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ?Q4Q~V
DF+-O1j 31Ip ACCORWINCE PITH AA51T0 W99. CONE SECf10N FT. THIgOIESS SLAB THIg01ES5 PEI( VERTICAL FT. rZi¢OV g O r l 1 ~Np9 'I 0 1 o rom~m rmiZ-{=D ASSEdBLE MISER ANO GRADE RINGS PITH THE STEPS 9'ACED 12° (IX.) (IN.) (SIT. IN.) OOyxZ NZ-(xD Dw 9 LLJa1-1 z. mO~ii LLJ~1-1 °
g -1 FROM THE TOP TO THE BOTTOM OF THE MANHOLE. ¢ g y xo~bom w¢za o om ,I D ¢ x x D ~I D 2 44 HO O O TOP Of COVER OOtl1x 1,,Z~=y OOyxz
S RIEAE THE YANHOLEIS EIIPIISEO TO ROAD TRAFFIC CONSTRUCT 6 0.12 2 p Z _ - Z N ~ O ~ THE TOP OF THE MANHOLE FLUSH IIITH 1HE GRgR7D Mal A MINIMA( 5 5 B 0.15 f¢- x ~ Z W Z x ~ O ~ A 6 A • gOM OF 9" ABOVE THE SRWND AT OTHER LOGAT101IS. 8 6 B D.18 gl"'Y-O-T - pON A ~cai¢o~ x~~9m ~ is F~~o~ B ~ B ~~~oW ZN~~~ T" ~ - ~ y~~oW
~~-91D LIMIT DEPTH OF FILL TO SD'-0' Flipl FINISH GRADE TD TOP OF OOWQ n ~z DD BOTTOM SLAB. Z ,?a ADD
'D' I-> D-I W'"' r 1NE YIN. SLAB TNICNNE35 'T' IS THE OIIYtMIpI Of THE D•~ W ~ r L- J L- ao <N - a ~ ao
Z 1HINNEST PgRION OF iNE TOP/BOTTOM SLAB. ALTERNATE CONE SECTION fiRAOE RING 2' D" ' O Z '~I • TOP YAT OF RElNFOACEYENf WY BE NEGLECTED IF TOP SLPB NAS ~ . YIN. AREA OF STEEL R• o rnZ ~ ~ ~ o
j ~ A DISTINGUISHABLE T~ AND BOTTOM. IS 0.07 in.z ~ BOTTOM OF COVER T" R. PLAN 7 SI E PLAN ELEVATION
'D' + 2 of ECCENTRIC CONE W m ~ s° rwx. sPACnuo
D 1" YIN. A~ODIT~IDHAL LOCATE HALL REIDFORCEYENT OF CIRCLY. R!F W N ~ CLH. IN YIDDI.E THIRD OF HALL ELEVATION PLAN OF COVER ~ y G rn ~ ~ "
~ i ? - 'i Z p 0 ~ Z ~ ~ " ~ d
~,I 33', g ~ 7C"IDYIN. USE YIN. AREA OP STEEL IN TOP LL = g PLAN OF FRAVE D r sLr~ of u's e e crs. ymp = r °W LL ~ ~ r ~,~Ir 1'~" I ~ ,41*~ J o ff
Z ~ EACIINAYIEACH FACE N0. 840.E ~ ~ G7 Z O y Z w 2 AS FLAT T P N ~ 0 SLAR N 1'-111g" O z v a rn CAST IRON CAST IRON z
(clBaNffEAENrw- ~ G a r x to 3 z w m 2r-ji~n T' rxxE no euTEe xm. w. AEINFORCEYFM y 3 ~ G7 x ELEVATION ELEVATION 3 W z m°
i -I nI ) a D mine eswrr ea.m ~ Q t1 71 y 1'-11~" x Z ADDITIONAV. 94 EACH g A O SIDEOF OPENING 1 roxix+Rraenxrwe: e,a.az ADDITIONAL N EACH LONGITUDINAL ~ Z C AERIFORCEYENT (YIH. p III O r x oa yZ of
D CLEAR OF BOROY FACE ea.x~ SIDE OF OPENING 11" p •t D 1 -10YS ,p ° ~ PLACE BARS OTAGONAI. xw.zo CLEAR OF BOTTOM FACE) RISER -D AS = 0.12 IN. TFf.) Q : w 9 O ero.°n O m _ N ~ ~ W ~ 9D 1~jp" a6 BAR OR 7
81 m TD wMERS (TYP.) o ~ v xw.a, z - _ 2 n o ~ ~ a 1" B~4" ~ 1~" ~ a~saR Z H . TYPE a1 ~ IIII " ~ a LL ~ o _ a, 1~" Q y
a 9 - ~ - x ~ W ~ a 9 ~~TYPE b1 D J z D w Z t0 ~ FAAYE a GRATE p ~ C ~ ~
D H , ~ x LV N sEE sTD. e4o ss i z I ~ m Zr _ ~ u rn z ~ - g ` FOR MANHOLE BASE ~ 4 ~ ~ ~4~" y C nt z ~ ~T ~ y Q
~ ' Ir--II--t~ RING AND COVHI z t9 Z 0 g O Ilr II _ tai t r 4k 9! R " ~ O ~ Q ~ a / ~ ALTEINIATE ~ Z mo ~ 1'-10~° J = ~ O PLAN T ~ POLYPNOPYLENE ~ N ~ ALTERNATE C7 2 n1 -I1 SIDE PLASTIC ~
Ilr - - II - - y~ t 1 t ~ REINFORCED CONC. F _ ~ ~I ~ ~ I------~ i t VP .o•. .o•. ".°•..-~FTG. (SEE SID. ~ / SECTION B-B m ~ ~ y - ELEVATION ELEVATION w ~ ~ ~ \ y ° caMPOSnE PAN p
,v;:: a'.::?.:: p. r. 1525.01 IF H 2'-01¢" \ I "iii l Ir--Il--tl , t ~s,7 ~ L..-== ~ ~ r i REWIRED) Q ~ MINIMUM WEIGHTS - LBS. ~ ~ FHANE - 180
iII ~ , ~ ~ _ f i USE Y1N. AREA ~ 5TEEL 2'-Bye" ~ i v ~ - IN BASE SLAB OF i i i ~ W ~ ' ~ ' •----__0.12 in2 PEI( LINEAR-____-- I COVER - 120 REINFORCING STEEL
~ _ _ FDOT EACH NAY ~ SECTION A-A ~ - - ( ~ TOTAL - 300 t2° ~ ELEVATION ~ xoTE: \ / SPECIFICATION a3 DEFORMED 12" DO NOT USE IN
TYPICAL NIANNOLE SECTION ~ EET 1 DF i GRATED INLET OPTION pANHOLE OPTION SxEET i OF i (fT i DF 1 ~ CLASS 30 IRON MEETING STEEL RW SANITMY SEWER YA.NHOLES.
840.52 840.52 840.54 TYF ~ e ASTY A-48 SHEET 1 OF 1 HEFT 1 aF 1 ELEVATION sxEEr i DF 1 rnE 840.54 840.66 secTION a-a 840.86
z p c m o m rE ATID INDD 1.~„ 9'-su FT each aF CuRe % sEE sm.xD. e+o.DB -GENERAL NOTES: Z D z D0.7~ USE CLASS '8' CONCRETE TNAdl61g111'. O~ y ~ y ~ N
PROVIDE ALL GTCN BASINS DYER S'-8' IN DEPTH YI7H STEPS 72^ I' Q G'I S~ EXPANSION JOINTS H Q ON CENTEfl. USE STEPS MI[CN CdIPLY WITN SID. OKAYING 840.88. QF y, Z ~ 6' E QQ
D~~9rn ~ 1 DEPflESSION °w 15~n 'r~n Z~~Cj WOO ~C M (7 ~ 9 TOP FLEVATIOR TOP ELEVATION OPTIONN. CONSTRUCTION - MONOLITHIC POUfl, 2' 10:'APAY, OR N BAR OOYEIS AT Z Q ~U D N O °y ~ 4'-8" 4'-8° Z ~ ~ U 12" CENTEA9 AS DIRECTED BY ilff ENGINEER. LL J a N Z m O T ~ ~ N BNS "V' B" 6" STD. 840.03 FflWGi, LL J a ~ Z
I m°z i'i 1'-7~r' 1'-7 " F~ ILJar-'Z mZT=-~i y °.:c''~~•?: y o J, I N ~ ~ r i ~H ~ ~~~x N -~pI D _ A 1. - _ =TDDm _o WQQIL= iTDym m _ - USE FOmS FOR 7NE CmISINUCTION OF THE BOTTOM SLAB. 00 2 Z x ~ 00 x rn w ~ D @ EOIW. SPACES to IF REINFORCED CONCRETE PIPE IS SET IN BOT70Y SLAB OF BOX, ADD TO SLAB W Q Z =p~n m 11g' i).~° GRATE 6 MOOD W Q Z
~ - Z9 ~0 o G E ~ E Q~~po Za ~ ~:a Zx~O'lf N f~ ~ Fx~Z'-' xN00 6° a 8' x ';i A33HOMY ON STD. ND. 810.00. FO~00 ~Zy 8' ~ I I ~ I-U~OCy B 8' x U7E TYPE "E". 'F' ANl °G° ORATES IA8J:S8 OTNLRYISE INDICATED. E. x ~ Z W Z x y O ~ ~ i ~ F x ~ Z W
r ~ ~ m ~ TAT- ow zN~r~l i ADZ N O N.. I 2 ~iD :,':o•: ::.'.o~{?:.' ~~:a D FOfl O.0' IN HEIC4fT OR LESS IRE 8° WPLLS AND BOTTOM SLAB. OVER ~ R LL N J - ~,j O H ~ i ~ 47 F LL O J e'•D" To 16'-0" tx xETSxr usE 6• WWS AND eoTTa sLAe. AD1usr OOy~ OS ~z R m R ~ : w oONOC
D~ ~ r~ > yD . OlW1I]TIES AI:WAOINBLY. Z M L D `°1 ~ o I r CONSRUAT MITH PIPE CROAAIS &7CIIING. M ~-D{ ~ ° < ~ ~ ~ ~8'-0° Z ti `:o : ~ I- d PLAN
N i' Z ° I I W O y Z r PLAN X ~ S. SEE NDT 9• SEE NOTE CIIAIffER ALL EXPOSED CDRNEA9 1". v W ° ~p ' m ~ < LL CURB AND WTIER WTTH GTCH BASIN ON STEEP fM1A0ES ~ W O
SECTION G-G L"H ~ o _ TOP ELEVanaN _ SECTION X-X n~ ~r-41cn jr•41cn F.~~ o m m CTION X-X DRWAiIq NOT m SCA1J?. ° Z ~ ~ o TOP °
i o PLAN OF FRAME ~ ~ ° °v ~ GRADES 26 ATm UNDER ExPAN3ION JOINT T~ ELEVATION 1j
r FRNIE.IMIATEUmIND x 1'-7~" 1'-7~" CAST IflON G sEE sm.RO. ew.Ds cG FMME ORATE ANO HOOD SEE STD.NO. 84D.D9 STFfS • S7U. N0. &0.86 STEPS -SRI. N0. °40.88 S 8, 0" - - - 9' U" DEPRESSED GUTTEII LINE EXPANSION JOINT m
N -A W ~ g•-. ..n A Pf ~G. mom PLAN OF GRATING r r TOP ELEVeTiax - PLAN OF TOP SLAB SECTION S-S
z n CAST IRON o Q z n z - A o Z z ELEVATION c z m ~ : e, .v ;o:- B p: E LL 1,.I O r - NOAWLL WRB AND GUTTER ON LIGHT GRADES W 1„ 1
= r„l Q ~ .L. M~ . T6 .v. T v E-~ ~ ~ ~ O fA Z ?4 C7 (N T o~. 'c Z Q W O N NORMAL GUTTER LINE Z Q W
N ~ O~ y n n n n a Z a ~ m 0T SECTION Y-Y e• e- .v pv = 6' B 8' = 3 m a AO ~ x EXPANSION JOINT 6• hi m d 6' C 6" H ' m N. 6° E A8 "W" BMS A4 BAR @° 7DP Q H
• y ~ y5 ~ ~ eQm -1~y D e' 'P. ¢ 2 n' -1 '1 - ELEV. ~ ¢ = d ° ~6 D ° O - = m D N BARS "V" r USE ON GRADES ~ 11 ° C1
~~O 1" in 1n in Wry( ymZ ~ D r n r n O C O RISHI NT. • g x 3 -3~ 2 -3~ a O Dx vARIES u ~ o Ir °1 1: ¢ a N C O D. io DEPRESSED GOITER LINE ¢ Q N
p 1y~ n n ¢~3 tllap N m SIB 2 „ n n u Z O O A~ ~ - 6' v~:c• ~°:v` g, a: . ~ .P Q O ~ N ~ ~ EXPANSION JOINT 1Y~ 8' 0" Q O = o~~' Z ¢ A N BRAS °U' h=a 7~-0" %v, Z Q
m °y ~ ~ ~ ~ ¢ ~ ~ v a^ T SECTION aD ~ ~ ~ ~ ~ ~ ~ ~I-a ~o= O !i`n n n n g ~ ° ~D •°o NHERE 30" TO T SECTION J•J o _ o:•::~;.s::::; ~ . ~ xarE YIMRE 3D' m 3e' PIPE Is usm ~ SECTION B-N F F ~ ~ = a 11h" BOBEL ELEVATION ~ f ~ to W - w ~ SECTION R-R NOAWL CURB AND WTIER ON STEEP GRADES dJ W
z ~ SECTION H-H '4 r n ~ u W ~ `t SEE NOTE I ~ g 3 -2 2 -2 ~ Z x a Z MERE 90° TD Se° PIPE IS ~ WERE 42' TD 5/" PIPE IS usm x M m ~ 1"1 x N
I Gz ~ mWN Dim - _ ~MN FOig "vla~~' l„1 z y. W YINDIYDIYEK6IOM5 Alm 40ANTITIEB FOY COXCNETE G7dl IA6IM(BABEO OX YIN. YEINNi, fl, RTN NO flISEII) • N. Z J O 1„1 DIYDSIOXS ~ BOX AND PIPE CDVEfl d1.YDS. CONC. IN BOY, 0®IICTIONS J O
Zp a IDO 2~n Z~n W n' ~ ~ :j'- " ° q T9 ~ PIPE SPAN NIOIH WlOTH SPAN YIN. HEIOIIT DIMENSION BNS-U BARS-V BARS•W RO. OTC. Olff PIPE Q I c:1 J Z v = O D A B C 8 N E F N0. LENGTH N0. LENGTH N0. LEXOTH LBB. SLAB SLAB Y1® j C.Y. R.C. Z
DD m 3'.1~n N N 2'-1A<n N N C W .,ai '44 ~ W I o 0 D A . °.__d 2'-s° o.23s a.m o.ms Doze p.?:I°~ A 15' 9'-0' 2'-2" 9'•0° 0.275 O.B29 0.023 0.036 ,e) .6, 18' 3'-0' 2'•2' 9'•9° 0.295 O:BB7 0.099 O.N9
x• o •1 ~~01 < v7 N" 9'-0' 2'-2° 9'-B° 0.2~ 1.OD1 0.058 0.065 u. ° •7 a ~.,;1 m ~ 90' 9'-0' 2'-2' 3'-4' Y-9° 1'-2' 4'-0° 4 1'-5° 2 3'-9' 9 9'-B' 99 0.129 0.921 1.499 -0.092 0.127
TL :i ~ °I _ .e 38' 3'-0' 2'-2' 9'-10°. 4'-9° T-B° 4'-0' 4 1'-11° 9 3'-9' 9 9'-8' 19 0.161 0.958 1.714 0.192 0.178 ~e'e ^~~e :eJ^`~~ - ?;',~T.; •.;:p •..;•::.P..;~, 42'. 9'-0' Y-2' 4'-5° 5'-3 1'-5° 9'-2° 4 T-8° 2 2'-11" 9 2'-11" 92 0.112 0.918 1.738 O.1B0 0.249
SECTION E-E SECTION F-F NIIERE 42• TD 54• P1PE IG usm DETAIL SHOVING ID:TR~ ET i OF i SHEET 1 OF i ET 1 OF 2 OF RISER CONSTRUCTION PLAN ~ ~ ~~~a~~'-~ ~ 48'. 3'-0' 2'-2' 5'-0' 5'-9° 2'•0° 9'-2' 4 2'-9° 9 2'•11" 9 2'•11° 95 0.145 0.952 2.052 0.295 0.317
840.16 84 .1 4 . 2 ~ 0 6 800 SHEET 1 OF 2 EET 2 OF 2 N° 3'-0' 2'-2' S'-7- O.9° 2'-7° 9'-2' 4 2'-70° 5 2'•77" 8 2'•11" 41 0.180 D.988 2.987 0.287 D.401 91EET 2 OF 2 PLAN PLAN * RISER HPS .228 CUBIC YAR0.S OF COtx91ETE PER FWT HEIfYIT 840.02 840`.02 840.02
0 pm 0
N~ I N~Z NOTE: USE TYPE "E", "F" AND' Oy pm GENERAL NOTES: Oy TYPE "E" "F" AND "G" GRATE _ I-Q Q~ Y-~ MORTM JOINTS 1*z" +l- 1B" THIgC. Qa
1 ~fA00 UNLEGS OTHERWISE NOTED rom~m .SS OTHERWISE NOTED. o~ P~I ~ P Z~~~ ~ Z USE CLh7S °B° COtXYIETE 7HR000HOUf. z "'1~ jL It-- N f7 ~?1 O 9 I LSE FORMS Fqi COtSTRULTION OF THE BOTTOM SLAB. N ~ V, O
i rm-rZ-I=D B o°-xZ mZT=1 ~ LSE N BAR DDWELS AT 12" CBITER3, oJOasz f, n 2Z p ~y -Dj X X oEDIICI' FOR PIPE(S) FImY TOTAL W. YDS. ~ BRICK MASONRY. 2Z
I x~Zym l x W QQLLx =TDDm PROVIDE ALL GTCH BA.SiNS OVER 3'-6" IN DEPTH IRTH.STEPS 12° W Q LL= 2~ I ~ 12Y~" Q V ¢ ~ V' Z 9 I ON CENTER. USE STEPS IHICH COMPLY NlTH STD. ORAMINO 840.66. ~ V ~ O p
or n=~~ ~ - - N- N ~ N f~I1HLL,0-Wj Zt4 ~pO~ OFESECTION 840 0~ STLA~xMImICH~WIPPL41IES~MIIH THE REWIRElEHT3 ~~~0 J
' DD> o _ SECTION - LL SECTION- IYI x0"' COO9Fz' ~ ¢01"' ~DD u ~3HO~OACONmSTD~. 84Ul~.IS SET Ix BOTTOM SLAB Of Box, ADD TO SLAB z
~ A A ALIGN FRAME WITH INSIDE W ~ r o o EDGE OF WALL TO ALLOW z o o FOR VERTICAL ADJUSTIN:Nf- I FRAME WITH INSIDE 1~" ZFN~ W~ ~ FOR 8'-0" INHEI6Hi OR LESS, USE 8" WALL. OVER 8'-0" 1N HEIIMR, USE I't~-1-1 R:RTICAL ADJUSTIM:NT .';v- Tn 4o W ° O ~ 12" WALL TO 6'•0" FAOY TOP OF WALL AIO B" WALL Fal Tiff AEWAININO W O
0 o NAU SECTION- r~ o aT ~ ~ ' ° Z ~ 6'-0". OUANTITES 7D BE ADJUSTED ACCORDINGLY. ' p WALL BECKON 'i" I~ r~' Y I COII5IRUCi YGTII PTPE CROMNS WTCHING.
o ° SECTION T T ~ P~N 00 NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SISJECT TO SECTION - BB r TRAFFIC. T WITH COPING REYDVED_ CHAMFER ALL EXPOSES CORNERS 1'.
B SECTIDN • PP SECTION - NN - DRAWING HDT TO SCALE.
~i PLAN ,pp " BRICK COPING (INCIOBITAL)
700 ~ m FRAME GRATE & HOOD ASS'Y J Z r r II J N A D M m - TaP ELEYATIOI ~
C g r Tyr] m y 6 2r-0° I y ~a _ LL O Q fl ° F~ ND ATE r IOL S 2'-D" 6" _ C9 S m O M U' F
O V x Z O CD Sr_On x i w z y ~ Ww - rZ4GV Nlyx ~ e• A e" ~ Ja 3'-D" ` e ~ i~" Q Z Q ' O y B" B Q Z t•1
TA ~ e p OaU -I°~D x x ONO.
DaZ K ~ o"~a L a a Zv i~u ~ ° ~ v G I • I ° d O
D N v SECTIdI • AA L ~ a W p C 9 I SEE NOTE I 2 Q 0 ~ °Fz O9o I KGs
~V o p ~ ~aD o ~ N BALI x
~Z~ L i p 0 Z ~ FRAE PI 3" aa. nrE rae uuE - ie• m iv IO-I N ~ FRAE PLAx SECTION - JJN N Y! ~ m m z SECTION X-X SECTION Y-Y w fX;
==g _ x r w W ~G) ~ wm 3'-0~" J ~ TD ,n J
Ta C m ~ 3'-075 D o x ~il~ R r o _ --I h- ~i I-- 8 3" R Z ~ _ O DDEIIISSOMB Alm OWNTITITm FOY DYOPIIIIfT(eASED ON ®I. IEI6NT, N) 6 "I "I Z
li~ a v -----n z > v - - - - - - - - _ w DL 0 A DII@lSI0N5 OF BOX 8 PIPE CUBIC YARDS CImIC YAIm3 DEDUCTIONS FOR Do111eL w
6" 1~ Gn 2 -O j sly" B'-or' sly" ;fix OT~x 8° 2'-O" B" _ ~ ~ ~ ~ LL PIPE SPAR WID7H YIN. HEIGHT CONCRETE BRICK MASONRY OIE PIPE IYG " lark mta I~ ~ ~ D A B N IULLL PER NASNMY FCR C.S. A.C. O T~n ~n SLAB FOOT HT. ~Ig,r, y
J'' 72" 9'-0° 2'-0" 2'-0" 0.288 0.313 °.522 0.020 0.092 4 " 1t~ n I ~ 15' 2'-3". 0.288 0.319 0.800 0.031 0.047
i ACTION - KK 4'-113" I 2'-113 'p•I 4`~" 18" 2'-6" 0.268 0.313 0.678 0.044 0.065 24' 3'-D° 0.268 0.313 0.895 0.078 0.119
j EET 1 OF 2 R' 1T SHEET1 OF 2 SNEET 1 OF 1 30" 9'-O" 2'-0" 9'-6" 0.268 0.919 0.881 0.122 0.770 SHEET 1 OF -0 HOOD ELEVATION SECTION - ~ 840.03 840.15 840. t5
840.03 HOOD ELEYA I
m (VOTES: INSTALL ALL STEPS PROTIIUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. Z oy
yr~+• z THEPENGI EERIWITHNDETAILSIOFS'~'HE~PROPOSEOI5T~PS~AND~HAS RECEIVED WRITTEI TRIALS FR~1 THOSE SHOWN YAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED H-Q iAS RECEIVED MRITTEN APPROVAL FROM THE ENGINEER TOR THE USE OF SUCH STEPS. QF~
r'N'' ~ 09(A mZ =i w -i D - NZ-1¢C7V O¢~xz
goDOm ~ ?TZD 7- z t" ~ Qo¢o~
ZMyO~ i" T w O F ~ T~AFLLOJ
•°~-"iy ~ W D~ o ~ Q N O .Z~NQ
x m N 45" c ~ - F~ lal WO ~p H
z U IL 1 °
Z i~b" i N W PLAN SIDE
PLAN SIDE ELEVATION
I ELEVATION V _ - ~l N
~ o `s° n ~ m --I r- y
N a ~ j-I I-(r o W r 14l*! ~ LL F
a z y 1r_Dx a x CAST IR~1 ST IRON CAST IRON z y
u ~ ELEVATION o III u, I ..I ELEVATION 3
D 'I a 13~° H
W D I ~ C y n p 1" 1Y;,r ° " ° e~~N ° CARP` a6 [UN OR ~ O °00°
~ O C 9 m >q" W acnLV° ¢ H °,°°°~~°°°pFESSI N o °°°o
E W D 4g° mN ~ aFi e o Q~ O 9~ ° °o W °
~ ~ W ° aiQ a SEAL e
POLYPRDPYLENE ~ m PLAN SIDE PLASrIc POLYPRDPYLENE ~ Z ' " 1849. ° PLASTIC SIDE ~ a~a ° o o a
~ _o 'p y x ~ ELEVATION i j a O ~ i = ~ CgIPOSITE o p(-ap( ELEVATION w Q ° 2~ o•e° N~ (NE~•`;°°°°~/~a
0 c I 0 ° ,n °oooooooo° G\ o
U 12" REINFORCING STEEL °000'o`o~,H 07°0° oooooooo 00 ~ j
ELEVATION ~ DEFORII® T NOTE: i ~ I 12" DO NOT USE IN I
~ ~ ~ STEEL ROD NEST 1 OF 1 I j SANITARY SEWER YANIiOLES.
~ 840.88 SECTION A-A U ION A-A ELEVATION sxEET 1 OF 1 840.66
i / V O
0 ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFIJON WITHERS RAM ENEL SheSYSTEM DETAILS
a
No. RCVISI011 Date B Designer Scale M W&R NT S o 0
c Drawn B Date WATER GARDEN VILLAGE
M By LAW 07/11/11 STORM SYST o
Checked By Job No. ENGINEERS I PLANNERS I SURVEYORS 111 MacKenan Dr
c KLJ 2100371 RALEIGH WAKE COUNTY NORTH CAROLINA ive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
I

i
1
I
B NAx i SEEDING SCHEDULE YARAfffE A9 INREGIED Br THE ENGINEER 0
, STANDARD NETAL POSTS i 2'-O" IN GROUND
~ FOR SHOULDERS SIDE DITCHES SLOPES MAX 3:1 NOTES: z ~ q~ 50 NIN. ~~~~~~~8 ~ C1 N~ V : f c~~
8UT SUFfIpENT TO KEEP 1, PUT ALT FENCE OR TREE PROTECTION FENCE UP _ ~ A 3 w ~ I; rAi SEDMENT ON SITE TO ENSURE CWLSTRUC110N ENTRANCE IS USED, g~~ ~QL"'N .'i ~ a ~ ;I AI;
DATE TYPE PLANTING TYPE ~ ~ E~'~''n GA . ~ SlT FENCE FAlxBC ~ NIERNEpATE ~o° °ooo °a8oo°o~4>ao°OO °o goo°~ m ; ~ D ~ ~ I
A 1- i T F NS1AUED TD SECOND waEs UG 5 NOV ALL ESCUE 300 LBS/ACRE ~ ~,oP ' ~ ~ ? DRAINAGE AREA NAY NOT GALVANIZED HARDWARE WIRE o go ° ooo°° ° o°ooo°° ~o ~ 0 2, ff CONSTRUCTION ON 1xE RTES ARE SUCx TNAT y I !E °oo ooo THE ?iUD IS NOT REMOVED BY THE YEHNS.E iRAVEUNG ~ IOx. y a° ~ 25' OR FULL LNDTH OVEp THE ST01~, THEN THE TIRES OF THE ~4 I I ! I I 1
I NOV 1 - MAR i TALL FESCUE & ABRUZZIE RYE 300 LBS ACRE ExTENDS To tHE TGP of eox. / ~ ExCEEO + ACRE. ` x-(19 GUACE, NESH OPENINGS) ~S ~ II NGS.) a a ° 0 2• - 3• STONE TO BE USED OF PROPO~D STREET I I I ~ I I N p o°o (SURGE STONE OR o~ OR ENTRANCE, VEHICLE MUST BE WASHED BEFORE ENIERDJG THE I I III' I
1 - 1 _11111-1111 _ _ _ - = = - I MAR APR 5 TALL FESCUE 300 LBS/ACRE Iiluu Iuu IIIIr i111i-uiu u111-u111-VIII lilll_IIIII_11111-IIiI~Il11_IIIII_IU11 ulll VIII-Ii11 ITuI1N~ a o ° PUBLIC ROAD. Fil"~ Nau~. o~iay Q" I ~ ~ / m o °oo RAILROAD BALAST) q,o€ WHIgiEVER IS ~ ~ 1 I ~o ~ ' / ~ `oo 00 o p00 ooo°c GREATER. ; IF A PROJECT CONTINUES TO PULL LRlD AND DEBRIS ~ p. ~sQ~ I 1 \ ` a~ I I
APRL 15 -JUN 30 HULLED COMMON BERMUDAGRASS 1111 - Iiil'' - - 25 tBS/ACRE - 00 ~o °°°°°°°°~o o°° ~ ON TO THE PUBLIC ROAD. THE GOVERNNG AUTHORITY p~'"~$~ ~ \`1 oooo°~.So°~o°~°ooo mA sK I M
~ 1-A 1 TA F 'll - IIII ~ - _ I JUL UG 5 LL ESCUE 1 A R = I _ - ~~o ~ ~ ~ 25 LBS/ C E I~u li u,l - ~ ° ° x ° ~ Will CLEAN THE AREA AND INVOICE THE FINANCIALLY ~ >R I~~ ~ r r RESPONSIBLE PERSON AS INDICATED ON THE RNANgAL ~ ~4 n ~ ~ r i
AND BROWNTOP MILLET 35 .LBS/ACRE 11 FRONT VIEW illl I = 911 ° ° a° I OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE RESPONSIBAJTY FORM. ~ ~ I ~ /r PLAN N I $m ~ r ~
NOtES' _ ° sTEa POST ° ~ - ° ~ ~ a
°~o°° o°~ ~ g°° ~ _ °°~~o~~ ° 1 FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1) - Exo ~ s<T sNaw ~ ~ VA1ffN FABR+c rs awAYS I~f1u9lED oo °ro o o °°e°° ° °o - SEE N.C. STATE DENR.PRACNCE STANDARDS t SPEpFICA1TOH5 * FOR REPAN OF SLT ~ ° °o ~ ~ °C ~ SRT FENCE GEOIExffiE FABRIC o ° o Oaa ° ° o ° ° ~g ~i to ~ z A ~ rn
MAR 1 -JUN 1 SERICA LESPEDEA SCARIFIED 50 A R ~Tla a"ooE~ CN~EPoA (xoREUIR mss` NaS7 WWR so To~NE. - ° b ° ~ ° °o ~o o ( ) LBS/ C E ° NEW CONSTRUCTION ~ n I wp ~ 1 TI
AND USE THE FOLLOWING COMBINATIONS: N0i ~I PAaaw<EO. rwTM T+a TaE Ir ME FErxEI' ~ FOR ATItNOR PEffN SILT >;~o~o ° ° ° ° ° ~ oo ° o c FENCE Ts PRDTECTNG ~ ° ° ° o ° ° ~ ~ a°o E7aSRNG ROADWAY J5' NIN.~1~-f5' NDJ.---~I \ ~ Z zA I I Nu
MAR 1 -APR 15 ADD TALL FESCUE ~ ~ stiaPF CATdI BASTN. N EACx ~ o°~°o ~ °°°~6~a°° °°°ag Sao°°o°°° g ~a° 120 LBS/ACRE N Z CASE THE SAT FENCE ° ~ _ °°°°°og _ ~ ~ I ° 0 12' Nw. I
MAR 1 -JUN 30 OR ADD W PIN rs To eE PROPEREr EE GLOVE GRASS ~ a ' ENIRENGED «TNE 1 10 LBS/ACRE ; IJ ~ r - s>nNE S+AIl ~ AT (J IJ ~ 6• MIN, `oo$$°oooo°oo°o° °o°go og aoo'o oo°o°o ° o°aoo°o° o°p o°~c~~~l~-~~~~~ S ~ I ~ ' ~ ~ A ° ~o° rQ°°co r, r'Qo o4-~n °nri ro r+' I m r ~
a a . GRADE A AMSMN OF +8' v a ~ MAR 1 -JUN 30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE ~ p °IIIiI- I.'=liili-,,dill-= AdOYE faAOE AT txE ~ w o ~ ~!~II=VIII-°°~°~ ~~=IIII !~~=VIII=I~~- ~ ~i I ~ ~i~ _ m n
r $ ~ IIII' =I~'~=~ - * ~ a g ~ 7 WASHED STAVE RACED TO A I - 4 ~ c = - 8' NBL COVER «BEIXEUI 80 - ~5 v Cp AjEICHT OF I6" NIN. ABOVE I JUN 1 SEPT 1 TALL (ESCUE 120 LBS/ACRE ~ ~ ~ ~~I ouER sIDRr DEaaES o ~ ~ a g ~ n I FABRIC UNDER STONE IIII g mz'I h-
1 AND BROWNTOP MULLET 1 ~ ry _ <a r~ of eox 1 35 LBS/ACRE a ~ IIIP (IIII "N~" ~~T As ~ ~ ~ ~ a ~ Nm
OR SORGHUM-SUDAN HYDRIDS 30 A R v w ~ _ = DDTECIED BY ENdNEER, * °0 4 ~ o LBS/ C E In m x In 7C " ~ vm I I II ° w ~ ~ CROSS SECTION ~ ; a ~ ~ fy I I EUBAFRLUENT
o ~A ~ '1111-1111' o ~A ~ " SEPT 1 -MAR 1 SERICEA LESPEDEZA (UNHUILED-UNSCARIFIED) 70 LBS/ACRE ~o ° ~ yP ° s ° m ~ A ~Q II II
j AND TALL FESCUE 120 LBS/ACRE mm I I 9D ~ ' STANDARD CATCH BASIN YARD INLET PROTECTION I ~ 2~ n A ~ / A N ~ a~ ~ N ~ ~ ~I ~ ii
~ n'D A= O °2 ~ n~i= C Nov MA AND ADD ABRUZZI RYE 25LBS/ACRE N D m ~ STANDARD TEMPORARY SILT FENCE w ~D ~ o ~1 o Z o ~I ~ ~ 11 x mZ ~ ~ CONSTRUCTION ENTRANCE ~ m ~ y K~
A 3 ZZ s SEE.OEfdT STANDARDS « SPECS. t SPECS :f i II +I ~ ~
~ ~ FOR CONRETE CESIGrT CR11F7lIA « NNNIENANCE CONSULT Sf4cEC ENVIRONMENTAL ENGINEERS FOR ADDITIONAL INFORMATION a a A @ YAINIENANLI ~ t+ ~ i SEE DENR STANDARDS R SPECS. FOR COYPLETE DE9fD1 CAITEAU k YAw1ENANCE
i CONCERNING OTHER ALTERNATNES FOR VEGETATION OF DENUDED AREAS.. THE AC ~ FAR REPAIR DF 4LT
ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL CONDITIONS; OTHER. SEEDING RATE COMBINATIONS ARE POSSIBLE. F°'~ °A1~"'~ DESIGN CRITERIA NOTES PVC END PVC VENT SCxEDIILE AO
I •tt TREE PROTECTION AREA I Na 57 WASHED STONE. 2' NIN 2' IBN TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED °0« AN°'0" "ieN gLT CONPACTED I FENCE IS PR0IECTNG I. I~ smc ro RE UR FAp prEN9aN saw N TIE tLAN oN A R1ER rABtlC PVC aPE nc oRArucE AREA 6 tY1ED ro ONE xAtF ACRE i01rOAA0N, CAP FVC ELBOW PPE REEP A YAtlW NEId11 OT.I fEEf AT TIE CENTER OF 1!E DALL y RE[P TIE CENTER STOE SEC11Ot Ai LEAST 9 rgES DFLOR NATURAL GAOOO GELD.
PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN oo NaT ENffR CATCx BASIN. I - _I p ~ - RE[P THE QNl[R.OF TIE CNEOt Dw Af IEA51 9 wCIES IAAQt Txw M OVER EOLES ATNA11RtN: FROIRD 6EYAIgII NEIIEIIE Ow ADOSN( OIA1rEt 8AIN5
12 IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED -OUT. _Il~uu-Il,lu„=,,,1!I~, TM WARNING SIGN DETAIL e'NAr. STEEP CuT OR Flu ROPE - ~,I~Iluiu-„will NFEP DE SOE.StOPES OF TIE DW Al 21 OR Mllpt A Er1E10 SLOE AT (EAST 1,S FEET DE1010 OE 01101 RANT TO NLFP NA1ER ?ROI QIIMIG WATER SURFACE EFISORC YI1Ai INE YAAAAN SPACNG RE1REt11 DAIS PLACES TIE FOE D< M AROIRA)11E ENDS OF DE PECK DAY. uPSiREw DwAi 11E SAYE 4EVATIOI AS >xE TOP a RE DORNSiREw DAY. 4 SET SPACNG BETAEOI DAYS ro ASSUf4 wAi ilE ELEVATgNAT flE wP a TIE uFAVI
I - vARUetE As Iracrzo Br TIS ENmam STA~3E0111FLORAREA54pW.RE ENAMEL ro IE95T ERDSIGL DW S TIE SAYE AS RE rah [tEYA1gN a 1NEtA°PU OAIA. ~-PVC EFm 0 usE N0001 aASS a s1a,1 AtD LrE nE tnsMEw 90E a M Dw •w S•CA~CER~ExANEI LATER tl( LoAEST oEa Dw 1Rd xEAVr naR ixAT touD CAP SCxEtA1LE AD \
51EEL PDST , 111: IANEN 1WE FAEIAC -nll= I TWiNPA SxN lu I I I •1 P NE001 A a E57 STOE. PARE SIrE tNAi TIE CNAIPEL REAOI Oft TIE tg5t LostREw S sTAB{E. //l R\ PYC PPE \ REY TIE STgEw101xE dTCM BANIS AIp EATEND rt DEYgM TIE AdR1ENT$ A 7. ENSURE MAi OMRAAEAS Cf NE C1IAIDEL,SIIOI AS C0.VERi FNIRAIRES BaOR TIE / \ ~ 1\ `OINFEE tINYw K I.51Efl 10 AYCD YfAE110U1 FROY oEM10R ARauND txF DAU pEpl pg~ ARE NOT Su&ECT ro pwAOE oR BLOGIMIE FRdIDITRAC[D STaNES PVC TEE ` PLATE
2. SLOE (MAX) aT rExcE ItOTEAIAE FA~AC _ _ TREE PROlEC1gN AREA IIII- I EDI P - ~III~I AI II _11111_ ~ +c - ORIC~NAL GRADE PVC PIPE FLEIt&E xOLES RE xOSE PYC TEE
1, A DD NDT EN1ER { NN n-+p cA -1111E-' i ~ n ~ + ~ ~ starE ~ rAACS ~ ~ ~ ~ STA~LIZE AIVERSION-DITCH V-DITCH tw~RSOE
DATE TYPE PLANTING RATE ' s Su EENLC FADICC CROSS SECnoN WITH TENPORARY SEEING AND EROSION CONTROL REO~L ND 14. OF NCDOi ~i BOiipA SIRIFACE
~'~'FD 10 SECao NETTING n (RAGE ~ ME rR01+ tOP 1.5'1AIN ~ ~7 WASHED STONE 1.5' 9• NIN
AUG 15 NOV 1 TALL FESCUE 300 LBJAC. OR 7 LB.11000 SF o a^ rk caa Iu11~u1 um-uu~l11o-11111 Ii(u~uu=i1111au1~alu~~~~1111~1u11 11111 ;111~~1111=11111 u11 IIt -llul~i' _ pass a R~_RA o~O~°~~ END VIEW FRONT VIEW
I ~ _ oKR SdIT • - 1~ - - - ill I NOV 1 - MAR1 TALL FESCUE 300 LBJAC. OR 7 LB./1 OOO SF ~ ~ ~ Ilu Iu1 I = ?I ~ sKaT ~ IIII III POSInVE GRADE 1.OZ NAX. - ~ a aoo oooo si c sa°°°m~~~~'~°'°?.c'... ,xia~~~ooo ~o~~Q~ y' MA% AT
MAR 1-APR 15 TALL FESCUE 300 LBJAC. OR 7 LB./1000 SF ~ E><hND.RE c• rAw. NTO IRExa+ _ _ puETED er ENDNFER • III (lT = UPSLOPE TOE ~ ~ ~ FlL1ER CLOTH a p0 p~p~~~ CENTER xg$ ~(1 ~~0 0~O~ O~oo~~Ov`~,~? SKINNER SEDIIGNT BASINS Aid NEEDED WHERE DRAINAGE ° o~0p~~pg`~~~{~ Vag AREAS ARE T00 LARCE FOR lE4PORARY TRAPS DO NOT LOCALE
APR 15 -JUL 30 MULLED COMMON 30 LB./AC. OR 1 LB./1000 SF Iu1 FR NT VI W =1 !ul ~ r NIN. VI W = = i 2' NIN. flLTER CLOTH ° a n ~t~~~00o~no~Ck~ n~~o[ ~Onn i TF~ SKINNER SEODs1ENi BASIN IN INTER41T1ENT OR PERENNIAL _ ` 4' i0 6'~ STAEAYS
UL 15 -AUG 15 TALL FES E ~ - ~ J CU and 300 LB:/AC. OR 7 LBJ1000 SF / SDE SLOPES - - I PLAN VIEW CROSS-SECTION VIEW
SORGHUM SUDAN HYBRIDS 30 LB.IAC. OR 3/4 LB./1000 SF NOS,sasroa+uxaFOweaE,'AEAN(RPRDDFw,c«u, z: t (wlx)"~\ \\\\\\~V`~A\\\ 2 It1IER5 M tt P xpr MM11Ml. CItAREr IEGBEF AND SPAQp AS DFIME0. A v~ v A v ~ V• ~ v A v V v A A~ V v A v v A. $~m ~
I a 1 S+g15 SHALL BE PLACED AI SD' YA+oIAM NIQNALS o S \ \ \ \ \ ~ ~ \ \ \ \ \ \ MULCH WITH STRAW APPLIED AT THE RATE OF 75 -100 LB./1000 SF a g a Th.AQ A sa AT EAptEND a u~AR TREE IN01EC11DN AW So• Iw EEN+EN TIENEAi'1ER, ~ g ~ \ \ \ ~ \ \ \ ~ \ ~ \ \ \ \ \ ~ \ \ \ \ \ \ " ° $ WI ARY ASSELD)LY
O S fYxl 1R[E PROiEI:IICN AREAS LESS MAN 10C N PERAEIER, PRDVDE Np lfSS IRAN CEE SNPr PEN PROIECNUN AREA \ \ ~ \ \ \ ~ \ \ ~ \ HEAVILY MULCED DURING JANUARY-MARCH PERIOD ~ a ATrAOrsnrssEEU+EErTOrENCEVOSrsANOFAaRIc m \ \ , ` \ o a g c L• 1HE DISTANCE SUCH THAT PANTS g C
w n ~ T: uANTAIN 1REE PIIDIECTION FENCE MApxA1pIT dA1ATlp1 a PROtcT. > ~ - ~ 0 Y 0 y STEEP CUT OR F0.L SLOPE ~ D -E « AoomoNAl 9fiT5 rAr a REdAAED Br Gtt (TF RALEfA+ NSPE(:T+01+5 OEPARIIOiT DASED ON ACNAL FEN lbrOEla2 ~ ~ CHECK DAM A AND 8 ARE OF EQUAL ELEVAnoN ~ ~ ~ •r EN0.osuRE ~ °oooo 000°° to ~ 'C
'n ~ A PI,AC[ A SMN AT M APPLY AGRICULTURAL LIME AT THE RATE OF 90 LBJ1000 SF o Z ~ ~ o ua ua ° ua "10~010N AND S0' a, T+cRCUrzR c ~ ~ o In ° x *I m Fpt Cd+OlTlg6 wTERE PRACTICE APPLES; PIAMrrIC CONSOERAtpN4 r+WE1EN R.OIP SNAU NOT RIN PARALL[L to x ~ °°0a°°°°a A B ~ ~ ~O ~ _ ~ N IIII_lll[III1?'Iill?HIi=1111, L-•~° i ; a ~ ~
APPLY 10-10-1 O COMMERCIAL FERTILIZER AT THE RATE F 2 B v A ~ " z TATM TK TENaI AND DES~I aATETmt I ~ ~ ~ " O O L./1000 $F ~ o ~ e~ v ~ i o a ENO a sar TETILE LEEDS ro s ilA7?Im tAhgT„ N a PLAN VI W ~ ~ ~ '1111='llllllll, °~~~°~oo ~ 0°A v ~ a WATER ENTRY
TACK: ASPHALT TIE DOWN - 225 GALJAC. ~ o~ ° m +a. SEE IEC s,ATE DoN PRACna «SFEa,cATpN sTOUD+rs FExcE SECTIOIL a o ~ ~ I~ A Z ~ ~ 'a ~ Ftli CgpTgNS wERE tATACtICE APPLES; PIAMa•IC COIISOERATgNi a• Z ~ ~ A a =pll_ ~ y a r- PERSPECTIVE VIEW ART x ~u~ll~ll _m m ~ ~
° ~ ~ ~ Z +x sE N:C suTE DnP+ PRACTICE «SPECiYAilgl SmuDlrs TTWCE SCTIdI o c ~ ~ x o ~ SEEDBED PREPARATION: W Zm o ~ ~ (+rOR4ER KDN 91Ni xo1 RW PARALLEL AIM DE rTNCE) w 1 ' ; DIVERSION DITCH p D ~ ~ = PURPOSE: TO REDUCE EROSION M A CHAN1hL BY REDUCMG SIDE VIEW ~IIU O Z o ~ i y ~ ; ~ ~ THE YELOCIiY OF FLaN. ~ ; ~ y a
1 m > u = u STANDARD TEMPORARY SILT /TREE PROTECTION FENCE m DO NOl USE CtECK DALI N iN1ERYliTENT OR PEAENNUL 51t~AYS Z u x SEE DENR STANDARDS k SPECS ~ s SEE DENR STANDARDS d; SPECS
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. a a `B I FOR COLIPLETE ~SICAF CRITERIA A YADITENANCE w FOR C04PLETE DESIGN CRITERIA k 4AWTENANCE
II ~ 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3 DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND p yN, ~ $GI fGNE
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADESSHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. ""°«""""'p°' ~ '
~ 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS./1000 S.F. OF ~ i
i SUPERPHOSPHATE. ~ , I 5. If SOIL TEST IS TAKEN PROVIDE FERTILIZER AND LIME ACCORDING TO SOIL TEST REP RT D0N0 , E '~Rw 0 TRIES i i i IIII i~ c~ I i~ i~ I ~ 'f I'i ! i ~p ~Ii
I 6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. x 1 ~ • raP n m rna ill I~' i ' , I, wsfauwstr ~ i ~ ~ I ~ Iii
i 7. ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED DEPENDING ON FIELD CONDITIONS. - ilitl IVii-1161_Ipl ~~IIJI~uJUU-IluNlul-IPr-li. irrii~ir-I =III i ~IN9m~51daE i i ip! i! i! ~ i~i~ ~ ~~'l~~~f!, I i~~i lt~~~~~~'.,i~ 4j~~lll~ I :,i 7 tl ~iiil ~~Il~.;~l ~(I! i i ~iil- I ..I-i ~,vi:~
i 8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER MULCH IS SPREAD. '°'°"II"~"°` - - - _ - I,,I~~_;I . awlN, a, h II'.
9. BUFFER ZONES TO BE USED ONLY AS SPECIFICALLY DENOTED ON PLANS. Ir01I-,Nd[S90wM - _ varwnpEryetP'A+ttl V b € i' Aar treetAx rASeG IrwxT IV'' ii ~ ~ „wf FR NO T VIEW
10. BORROW AND FILL TO BE BALANCED ON SITE. ~ a ~ I DIM' RRF tFN[E~ RRE rtN~E tFR FNYIC.
a FRONT NEW GRADED SLOPES AND FILLS: _ ~ NNORIM CIOM SIRL 1p1CE POST 0.0R1 M fRDIYI SEI YUt. S' APMT
I T TRa PRDTEC110N MEA YN. ID' M° OIfIIID
1. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE z ODtgT °10' NASE STOLE If
I ~ ~ EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 15 WORKING DAYS Of COMPLETION OF ANY PHASE OF Y RfER ffHEC
WARNING SIGN DETAIL ~I GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. SIDE NEW DETAIL 0
2. CUT AND FILL SLOPES THAT ARE (2:1) OR GREATER SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF '"""°~p""""°°""°~'E"'°"'°°'w°""~ - rfNRK plFIwa AMAA(aGAtr L[PMII AMD SrA®AS E[r1lN IM AOIfO NOhS
PLANTINGS AND RETENTION DEVICES. SLOPES GREATER THAN THREE TO ONE (3:1) SHALL NOT BE STABILIZED WITH TURF GRASS BUT MUST BE STABILIZED '°«'"""""IDA1°°""'A""°""" rwx ~ sPN a tANr TRD a IAeAP nEE mEtARr Alo'A' PY fAlpr tpFArpE « rq ABApI 9Rb S[pllar p rN(E rPS1S NO FANG ~ IflAE ~ IARORYE tadx 1. REMOVE SEDIMENT WiEN HALF OF STONE OU1LEi IS C04EliEO. \aM 6' a ufPER mOE ar 2 REPLACE STONE AS N®E4 10 EN~1RE DEWAiEPoNG. TGRR fNwt N IRDEM
1 WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE. WEEPING LOVE GRASS, RED FESCUE OR OTHER APPROVED VARIETY. (CHAPTER 7, PART 2, s w „w,',T,~, ~`~""'"P`"'~ ~"R"'~"Rr"'~'"AA`'` ma LwAaowaEeL ~ AORAENAI 90+SwrEE 4WIIm M Orr a 1A4rIBlr rAP¢ARS RaileReRr RNlP PII AaSAI nRR TAapIAI SECTION 4 (G) LDO) g v aAaAPaArTAaracaulwaa~oecAawow•amnaaoNArae
~ m c I m~ SECTION VIEW
GROUNDCOVER: ~ ~
o ~ a ~ O NOTE: FOR 11~E PROTECnON ONLY ILY
1. WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON MORE THAN ONE ACRE IT MUST BE PLANTED OR OTHERWISE STABILIZED WITHIN 15 WORKING v ~z "a
I DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN PROVIDED THAT THIS SUBSECTION ~ o' STANDARD SILT FENCE OUTLET
SHALL NOT APPLY TO CLEARED LAND FORMING THE BASIN OF A RESERVOIR LATER TO BE IN NDATED ~ A zo A ~ STANDARD TREE PROTECTION DETAIL 1 U ° o ~ o mz > a
I A Dm ~ ~ STORMWATER DISSIPATOR SUMMARY 03/10/11
I ~ 1
I DIMENSIONS
~ Y STRT NYDOT NYDOT # PIPE DIA Q10 V10 ZONE ZONE .CLASS
Y (IN) (CFS) (FPS) DESIGN PR I L (FT W FT D FT AVG STONE DIA IN j w OV DED ) ( ) ~ ) RIP RAP ( )
I FES11 24 9.29 4.90 1 1 8.0 6.0 0.8 1 SEE BELOW
I LEVEL SPREADER Eli ~dN PAth LEVEL F 3 INCHES OF SURGE STONE SPREADER LIP i
a NOTES: ~ ,~e~~~le~ , i II
a -ALL DISSIPATORS WILL BE LAID ON MIRAFI 140N GEOFABRIC. ~d~~.~,ql - CLASS B REQUIRED STONE SIZES; MIN: 5 IN, MIDRANGE: 8 IN, MAX: 12 IN R F ll I~~ ~~qi . ~ : URBAN TRANSITION BUFFER i e~
CLASS 1 RIP RAP SHALL VARY IN WEIGHT FROM 5 TO 200 POUNDS. AT LEAST 30~ OF THE TOTAL WEIGHT EDi ORAED CHANNEL. I a HA I I I I PI I HI A S LL BE N ND V DUAL ECES WE G NG MINIMUM OF 60 POUNDS EACH. NOT MORE THAN 10% OF THE ED CHANNEL ~I. ' I 'I.i I Iii 7 i 7~i alrTr-i ens ~~R, , RECEINNC
o TOTAL WEIGHT MAY BE IN PIECES WEIGHING LESS THAN 15 POUNDS EACH. uNDERDRNN N a P WITH 'I: • 3 1t. WIDE STRIP SiREAAI FVC WIIA : ~ 1": ` OF FiL1ER FABRIC
- CLASS 2 RIP RAP SHALL VARY IN WEIGHT FROM 25 TO 250 POUNDS. AT LEAST 60% OF THE TOTAL WEIGHT ~ hD ~ d OF THE RIP RAP SHALL BE IN INDIVIDUAL PIECES WEIGHING A MINIMUM OF 100 POUNDS EACH. NOT MORE THAN eTP'~ASS ~~A'N INTO DRAIN INTO
N 5% f TH T TA W I HT MAY I IN I A PI I 0 E 0 L E G BEN DN DU L ECES WE GHING LESS THAN 50 POUNDS.
a 0 APPROatIATELY V o caNC~ETE Foon APPRaPRIATELY SIZED LEVEL SPREADER CROSS SECTION CONCRETE FOOTER
f r
SEDIMENT BASIN SUMMARY 07 11 11
I I OFFSITE FLOW SA DIMENSIONS DENUDED OFFSITE AREA RISER / ooooDOOOOOOOOOO
DA DENUDED AREA RUNOFF DA RUNOFF Q25 REQ D VOLUME. L W D VOLUME BARREL EMERGENCY POROUS N AVFLUENT STORAIWAIER o0°~0~~~ o Co~o~~~/~ o0
s Basin AC AREA AC AC CFS SF REQ'D CF FT FT FT SA SF CF ' ~ ( ) ( ) FF COE C ( ) COEFF C ( ) ( ) ( ) ( ) ( ) ~ ) ( ) ( ) REQ D SPILLWAY BAFFLES d o N°TES: TO LEVEL o°~~ooo°~FES PO"o •9 ~°o SPREADER oo° u Q~ q~ °p a ~I
o SB #1 1.77 1.31 0.50 0.46 0.60 .7.24 3,151 2,358 80 40 3.5 3,200 6,400 NO 10' WEIR 3 LEVEL SPREADER DESCN Twu eE easED ESIGN HALL 8E BASED ON CURRENT ~ DIVERSION o° o o $
otvlsoN ~ waTER DuAUTY DE9GN aR[ 0 ° SB #2 6.11 5.84 0.50 0.27 0.60 23.98 10,430 ` 10,512 145 73 3.5 10,513 21,025 YES RISER 3 DUALITY DESIGN GIRDEUNES. gIt_Id~1- J~~~g llt~ e e A o e i~
0 2. INSPECT AFTER $ACH RAINFALL, UNTIL 1 .o NOTES: ~Pa~ Rwa~u~~ ~ PEA ~i RAINFALL, UNTIL VEGETATION IS I 3 Il ! , °o o ~ o e° °o e° ~ o° AND MAKE ANY NECESSARY ~ u ~
REEF vEGEtanON HEALTHY AND YAU7ta IDS, RiSPECT PERIODICALLY AND ~ ! ! i ~ ~ ~ o F °~a F o ° o ~ALTHY AND YADITABIED. - ~ ca ~i a, H61 NEB oo
~ W I-25 = 7.78 IN/HR, Tc - 5.00 MIN i FLOW 010 - C•I'A UNDERDRADi 0°000~~T H ~ o~~~°°~~oo
I o SURFACE AREA REQ'D - 435 SF • Q25 CFS FOREBAY SCHEMATIC °00p0poo9oo900~ °1 ~i
I a STORAGE VOLUME REQ'D - 1,800 CF PER ACRE OF DENUDED AREA Ii ° MIN 2:1 LENGTH WIDTH RATIO
Ii ~ LENGTH AND WIDTH MEASSURED AT BOTTOM OF BASIN ~o\ 1/`'11
WEIR LENGTH BASED ON 6 IN FLOW OVER WEIR (L=010/ (C x H"1.5), C=3.0
° 1 fT OF FREEBOARD IS PROVIDED FOR EACH BASIN. CLEANOUT BASIN WHEN 1/2 FULL ~N W D =DEPTH MEASURED. FROM BOTTOM ELEVATION TO TOP OF DAM STANDARD LEVEL SPREADER i
a SEDIMENT STORAGE VOLUME = D - (1' OF FREEBOARD + .5' WEIR FLOW) = D - 1.5'
U - SA -SURFACE AREA u i
RI R RR R IR TAI H T SE / BA EL EQU ED, SEE DE l S EE I o POROUS BAFFELS TYPE AND .LOCATION SEE DETAIL SHEET i
r JD = JLUIMGIVI DlWI14 ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS.
3 I
No. Ddte B Designer Scale M Revision j o
o W&R N/A
o Drawn By Date WATER GARDEN VILLAGE
o LAW 06/02/11 I , EROSION 0 Checked By Job No. )N CONTROL DETAILS Sheet No. ~p ENGINEERS I PLANNERS I SURVEYORS
0 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
Kw 2100259 RALEIGH WAKE COUNTY NORTH CAROLINA Y
I

i
I
i
LO G LAKE POINT SUBDIVIS ON
B. .2004, PG. 1464-14 8 /
/ / I
I N/F ~ N/F ANN, WALTER FRANCIS J N/F / ~ /
N F GADI, JAGADISH VENKATA & FLANAGAN, CYNTHW AMARAL MEDHIN, SEBHATU & TSEGGA ~ / / GADI, SASHI REKHA VENKATA B.M. 2004, PG. 01467 B.M. 20D4, PG. 01467 I
CHANDRA, SUBHASH & B.M. 2004, PG. 01467 PIN: 0777866901 PIN: D777865863 KIRA4 SPXENA PIN: 0777866908 ZONING: R-4 ZONING:R-4 tp\ a I
B.M. 200 , G. 01467 USE: SINGLE FAMILY USE: SINGLE FAMILY ~J d' N/F N/F PIN: 0777875095 ZONING: R-4 0.2 AC 0.26 AC ~ ~ SMITH, DAVID D & USE. S NGLE FAMILY
ANGELIA BAGLEY ZONING: R-4 oz1 ac ~ V ~ ~ LONG LAKE HOMEOWNERS ASSOC INC B.M. 2004, PG. 01467 USE: $01~2LE~FAMILY / J C' / B.M. 2004, PG. 1467 ~e ~ LONG LAKE POINT SUBDIVISION I
i PIN: 0777875172 EX ~ ~ ~ <1'~ EX FH PIN: 0777865668 ZONING: R-4 / / ~ / / ~ ZONING: R-4 IX~H~EELEASE hZ~d B.M. 2004, PG. 1464-1468
USE: SINGLE FAMILY / li o ~e ~ ~
o z2 AG - - - - _ _ _ _ _ ~ i / r~ USE: OPEN SPACE V QmvQV /
f - - - - ~ I _ ` EX FH v ~ p \ /
M~-,~ M~ -M._--M-- --~M-- M--- - ~ ~ / % ~ M-- M-- 8.0" EX DIP O f I ~ ~ M-•--M j~~W{lY~.it{LYW~-1L`11CI~-M-._-M--._p--._M-- ~ ~ M~ ~ I ~ b 20' CONSTRUCTION EASEMENT / ~ DIP M- - -M- - -M- - -M- -
~ ~ -P ~ / o~ec~t46a_14fiA 60 PUBLI~'~` M- \ f ! ` ~ 004 PG 1~i4 4- - -
D-cRbsss-ACCESS EasEMEN9 _ ~ 1467 i TRUCTTON-EASEMENTS ~ ~ \ ~ ~ B.M. 2004, PG. 1464-1468 - ~ J _B.M. 2004, PG. 1464=1468 J 1 ~ - / ~ / N/F ~ ~ / / ~ ~ ~ LONG LAKE HOMEOWNERS ASSOC INC
_Q~--- .r_- ~ Vii. / i i bE r - _ _ _ / / / ~ ~ - I I N/F ~ I D.B. 12024, PG.2743
~_-~~L.= / 0' \ : KHALIL, IMAD M INC ~ B.M. 2004, PG. 1464-1468 ` ~ / \ / / B.M. 2004, PG. 1466 ~ PIN: 0777.02-86-9277
/ / - - - z - - - - -I ~ \ ~ r 20.00' , - - - - - - - - - - - - t5` STREfi PROiE£T+VE YARI1-~~-°o - ~ - " - ~ - - ~ A1N~AGE~ASEMENT = / _ - _ - - - - _ _ ~ ~ / / / ~ ~ / 1 \ PIN: 0777861245 / ZONING: R-4
i / - - - M.-2004;- PG: 1464-1466. ~ - ~ - - = = _ _ - -B.M-2004rRG: L _ 68 - - - ~ - _ _ - - ~ 2D' DRAINAGE ENT- - T X20q'' ~ R" NT .RD' ~ ( ~ k10 ~ - N~TI~UC-i10N - - - - - - - - - - - - - _ = E~iOMEOWN~'SASSOG IN~~~ _ ~ ~ = B.M. 2004, P .1464-1468 ' I - - - ' o IL7 ' EN\CE / ~ / RN E;DRAIN - - - - - - - - . - - - -0. 3U24 P . - - - _ ~ ~ sF Jul I ZONING: USE: OPEN SPACE
/ - - C~JO SRfR~t TI ~ I _ _ c - - - -SILT FENC ~ -"1!_"~ l ~ E - - - - - E - - 68 69 - , / - - - - - - - - - _._S'I FEN i B.. z0 P . - 1 / ~ ~ / / - - - - -B.M~2004 PG~146.4-1468 ~ ~ ~ t - I - - ~ . - - - - ~ LIM C~S~fR~t CTIOt~ ~ ~ ~R~ / ~ I U E OPEN SPACE 1.93 AC ~ ~ 1 LIMI~S~ ~ ~y \ 'p~A~~ PG. 14 8 / \ I y~_15' SLOPE EASEMENT
~ ~ - 'OUTLET ~ - - - - PIN• 7 ~ IRF\ / ~ . ~0 7702-86-4351 ~ ~o I \ I ( ~ \ ~ 1 I ~ ~ I I i I 1 634. 9' SO'33~1QBW11 / ~ ZONING: R ~ ~ ~ ~ +00 c ~ ~ ~ ~ ~ - / ,USE: OPEN SPACE I ~ \ 1 ~ \ ~ ~ ~ ` ~ ~ 0' r \ / ~ / i ~:M. 2002 P~ 1095 ~7
o ~ ~ - - > ~ f I _ , I 'A - . - ss \ , , , o , IPF ~ \ \ 0/A ~ /
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Raleigh Wake County North Carolina ENGINEERS I PLANNERS I SURVEYORS
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