20071815 Ver 1_Site Plan_20080320

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° ] ATTENTION CONTRACTORS -
ihe ConshuclionContractor responsible for the extension of water and sewer, as approved in ; t~ Ee
these plans, is responsible for contacting the Central Engineering Department at 841-4540, l R°°°°°°°°° G~ ~
and the Pu61ic Utilities Department at 841-4440 at least iwen ourhours prior to beginning , ~ FRp ,~P~ , ,
any of their construction. 03-20-2008
p e
Failure to notify both Gry Departments in advance of beginning constmction,will result in the
issuance of monetary linos, and require reinstallation of any water or sewer facilities not Peter D. Fraccaroli
inspectedasaresultofthisnotificationfailure. PROFESSIONAL ENGINEER
o~o~ ~ ° Failure to call for Inspection, Install a Downstream Plug, hone Permitted Plans on the Jobsite,
Q or any other Violation of lily of Raleigh Standards will result in a Fine andPossi6le Exclusion
o 0 from future work in the Cry of Raleigh.
0 0 °
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0 q THE MEADOUVS
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0 0 _ CONSTRUCTION PLANS
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~ DG°~Q~aQC~C~ pdQa [N
0 0 Wake Forest
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0 0 ' 4Qo ~~3~00 o North Carolina
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0 0 o QQo ~34~g0o Wake county
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0 0 ° 000
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COR M FIELDS RD. 0 0
o ° ' dQaC~ COVER SHEET
BARNFOR 0 0 R MILL q
N RD Q ~i~j ~ 0 0 00
q N ti C o
C o 0 P Q o o gQ March 20, 2008
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poop ° e o ~ ° p o o ~~d~~Q~ ~Q~~~~~~
0 0
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0 ~ REVISI NS:
0 0 N0. DATE DESC.
~P 0 0
1 0-19-07 1st DWQ SUBMITTAL
0 0 2 0-26-07 2nd DWQ SUBMITTAL
~ p 0 0 0 ~ ° 0 ~ ° A n >n ~ n a~~a >n 4~OMC~ n MD D~4 n ~aC~ 3 0-31-07 INITIAL WF CP SUBMITTAL (n1 G°,l G°,1 Gz1 L1V V G°~LN Gz1 V 4 1-18-08 3rd DWQ SUBMITTAL
0
~ a p p o ~ ° 0 E° A QaC~Q C~adC~~da4~0a~ QaD DC~4Q~d~ 5 1-22-08 WF & Ralei h Comments
0 =
OFC o°o ° ~ ° ~ ° ° QaC~Q ~~3 C~adC~~dQ400a~ QaD DC~4Q~d~ 6 2-07-08 WF & COR comments 7 3-20-08 4TH DWQ SUBMITTAL
0 Z ° Q° Q e° e
o°o ° QaC~Q ~4 C~adC~MdQ400a~ QaD DC~4Q~d~ 8 3-20-08 NCDOT SUBMITTAL
0
ooo° 0 0 ° 0 e° s aQC~Q C~adC~MdQ4~0a~9 DC~4QOd~ ~ ~pC~C~~o DW ALL PUBLIC FACILITIES, INCLUDING UiILIiIES, SIDEWALKS,
Q VI I N ITY MAP AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFlED BY TOWN STANDARDS. THESE
0 0 0 FACILITIES HAVE BEEN APPROVED BY THE TOWN OF WAKE
d ~ 9 0 10 0 2000 0 0 FOREST AND SHALL BE SO INSTALLED UNLESS A S U B M I TTAL S ET CHANGE IS APPROVED BY THE TOWN OF WAKE FOREST.
0 Q (IN FEET ) REVIEW ENGINEER DISCLAIMER
1 Inch ~ 1000 ft. 0 0
IMPR VEMENT ANTITIE EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW ENGINEER FOR THE TOWN OF WAKE FOREST IN NO WAY PREPARED FOR:
a o 0 LIMITS THE RESPONSIBILITY OF THE OWNER AND ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH ALL 1ST AMERICAN BUILDERS
a CONDITIONS OF APPROVAL RZ-Ol-Ofi FEDERAL, STATE, AND LOCAL STANDARDS AND/OR
PHASE NUMBERS 1 and 2 1 and 2 0 0 N coNDrnoNS. 2514 Reliance Avenue
LOT NUMBER(S) BY PHASE 1 1-9 (9 1-9 (9 0 OWNER CERTIFlCATE Apex, North Carolina 27539
1. GF;ADING ~DF PROPERTY Sh-1ALD BE D(f~1lTED TO AREAS FOR ROADS UTILITIES, AND 21-37 17 21-37 17 0 0 OWNER HEREBY CERi1FlES AND AGREES TO TAKE SUCH 919-303-8525
~ LUII.DINC~ AREAS- El1aSS OR,ADINO OF SETT IS PROHIBITED, 47-73 27 47-73 27 N ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE FOREST TO CORRECT ANY ERRORS, OMISSIONS OR
M HEA'JY CC~NSTRUCf IQN 1 RAFFI C SHALL USE NORf H PJIAIN S fREEI FOR ACCESS 10 THE 91-104 (14) 91-104 (14) 0 0 NONCOMPLIANCE WITH TOWN STANDARDS AND/OR
SITE. LOT NUMBER(S) BY PHASE ~2 10-20 11) 10-20 11) ° , c ~ > > c ~ o ~ ~ ~2E~E~2 P IDENTIEIEO Lr~1PJDP~~IF~~PI, TREES LOCATED ON THP F F20~ E~2TY' FaS ~HOS~1~N OfJ 38-46 9 38-46 9 CONDITIONS DESCRIBED IN THIS CONSTRUCTION PLAT, INCLUDING RE-SUBMISSION OR RE-EXECUTION OF THIS ~J ~ ,
P,iASTEI? PLAfJ 74-90 (17) 74-90 (17) 0 0 CONSTRUCTION PLAT WITH THE APPROPRIATE CORRECTIONS AND/OR REVISIONS. m
ALL BIJFEERS SHALL REMAIN NIlTURAL r!aND IJND€STURBED SUPPLE€~~1ENTAL PLANTINGS TOTAL NUMBER OF LOT(S) 104 104 F ,
SFIALL BE REQUIRED €N OPEN AREAS'JVIIERE EXISTING VEGETATION DOES NOT Pv1EET NUMBER OF UNITS 0 0 0 701 Corporate Center Dr., Suite 163
~ THE REOUIREfv1ENTS OE THE ZCiNING ORDINI~~NCE PUBLIC OPEN SPACE 0 4.12 AC owNER DA's Raleigh, North Carolina
o~ PR(PVIDE RIG''~~iT-OF'~VAY DEDICATION ALONG NORTH fvlalN STREET AND CONSTRUCT PRIVATE OPEN SPACE 0 3.07 AC ROF~ID~IUF~1Y IN1PROVEf~1ENT5 PER THE ~.~1~11KE FOREST TP,Af~JSPOP,T~~aTIQN PL11N * PUBLIC WATER 6 LF 941 LF 0
0 CONSTRUL'T'~ROAD IP~rlf'ROVEPv9ENTSAS REGOfvI(VIENDED IN THETI~ANSf'ORTATIOPJ_ * PUBLIC WATER 8 LF 2,585 LF 0 THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION 27607
a pl IP~~~iPACTANALYSIS- * PUBLIC WATER 12 LF 2,111 LF 0 PUBLIC PUBLIC BY THE TOWN OF WAKE FOREST 919-854-0811
7, DEUICAi E RIGHT-OF-I+VAY COPJSi RUCs ROAD AND Ui1LITY IB~1PROVEfv1ENi-S AND * PUBLIC SEWER 8 PVC LF 1,904 LF 0 Sewer ColleCtic Sewer Collection EXtension S stem Water Distribution EXtension S stem
2 ppnvinG cT~~~°~nn ~^anccinin T~. T3-i~ a~naG~rv rn ~~-iG nino~~-t ~1c ct-intt,r~i nni Tug' 1 °n°i it crwr° Q ni° i r z inz i r n
The City of Raleigh consents N ADJOINING PROPERTY PUBLIC STREET LF 0 5,830 f Raleigh consents to the connection and extension The City of Raleigh consents to the connection and extension U L I~ U.
o hJAS I LP PLAN PER S`HE AGRLE3',JLNT V,J! i H THE I)E\JLL0PER AN SLR ~ of the City's public sewer s /i O'vVNEP, PUBLIC SIDEWALK (LF) 0 7,100 (LF) The material and constructic is public sewer system as shown on this plan. of the City's public water system as shown on this plan. -6A ial and construction methods used for this project The material and construction methods used for this project ENGINEERING DEPARTMENT
rn shall conform to the standa 3 rrm to the standards and specifications of the shall conform to the standards and specifications of the
-0 NOTE; City's Public Utilities Handbo is Utilities Handbook. City's Public Utilities Handbook. FIRE PREVENTION SAT
1."*" SIGNIFIES REVIEW & APPROVAL BY THE CITY OF RALEIGH Cily of Raleigh Public Utilities Department Permit ih City of Raleigh e Department Permit Public Utilities Department Permit ----U
0 EI EE:
°OO Constmction Approval N Approval Construction Approval CITY OF RAIMH UTIUTIES --DATE DWG. NO: C.0.0
O C) Date O Date SHEET 1 of 35
d JOB. No: 06020.00
CL

n
- a7o LINE BFJ LINE BEARING DISTANCE
• L1 N5' L1 N5T54'29"E 38.92'
L2 N5' L3 S7; L2 N5T54'29"E 7.55' ADJACENT PROPERTY OWNER TABULATION
~o L4 S7; L3 572'14'57"E 61.74' (INCLUDING PROPERTIES IN ADJACENT OLDE MILL STREAM SUBDIVISION ON THE WEST SIDE OF THE PROJECT.
370 I L4 S72'04'00"E 20.23' OTHER ADJACENT PROPERTIES INFORMATION IS NOTED ON THE PLAN.) L5 S49'41'36"E 44.64' LOT # PIN # LAND USE ZONING N/F PROPERTY OWNER
g - L6 S11 M - v `~o e L7 S4' L6 S18'44'04"W 16.34' 20
L7 S41'41'47"E 37.08' 46 1841780339 SINGLE FAMILY R-10 DIERKES, JODY L ~
L8 S8. L8 583'34'09"E 17.04' 45 11841760582 SINGLE FAMILY R-10 GIBBON, BRUCE GORDON 1,
`~o L9 S4! " '~o L9 S49'36'29"E 14.23' 44 1841689577 VACANT R-10 GIBBON, BRUCE GORDON 43 1841688661 SINGLE FAMILY R-10 DEOBALD, WILLIAM B. AND SUZZANE M.
- L10 N51 L10 N55'37'14"E 14.65' 42 1841687655 SINGLE FAMILY R-10 HAMP, DIRK PAIGE HOLLAND
" L11 S81 Lll 588'12'44"E 34.03' 41 1841686659 SINGLE FAMILY R-10 KILLIAN, SUSANNE AND THOMAS M.
L12 S4; . 380 " L13 N2i L12 S43'28'54"E 18.93' 40 1841685773 SINGLE FAMILY CU R-10 SCHILF, KEVIN D. AND SMANATHA H. L13 N26'1T34"E 27.15' 39 1841684768 VACANT R-10 NETHERWOOD MOORE LLC
L14 N6 16 1841685909 SINGLE FAMILY R-10 WEST, NATHAN T. AND TERESA W. L14 N68'02'37"E 9.03' 17 1841696033 SINGLE FAMILY R-10 SCHAFER, CHRISTOPHER M. AND ELAINEM.
N L15 S1~ L15 S14'26'40"E 12.33' 18 1841696191 SINGLE FAMILY CU R-10 PICINIC, DANIEL A. AND FRANCES
3`~ RAY CLAVIN A. AND MADELINE C: I PIN 184704868 L16 S4. L16 S49'10'50"E 58.20' 19 1841697119 SINGLE FAMILY CU R-10 TATOR, DONALD J. AND ELIZABETH C. 20 1841697226 SINGLE FAMILY R-10 BOND, EDWARD G JR
zoNIN~ Ro L17 S7! LAND U5E RESIDENTIAL L17 S79'45'41"E 29.25' 21 1841697825 SINGLE FAMILY CU R-10 MADDOX, SCOTTH. AND BRENDA P.
L18 S31 L18 538'25'05"E 58.25' 22 1841697449 SINGLE FAMILY CU R-10 NAGY, ELIZABETH A.
L19 S21 ~ L20 S5! L19 S20'02'00"E 28.08' 23 1841697558 SINGLE FAMILY R-10 THOMAS, AARON AND TONYA
L20 S55'30'20"E 27.53' 37 1841697666 SINGLE FAMILY R-10 MITCHELL, JAMAL K. AND PUBUDUNI SUDARIKA 38 1841697764 SINGLE FAMILY R-10 CHAVEZ, JUAN N. AND ANNETTE T. L21 579'43'54"E 27.39' 39 1841697861 SINGLE FAMILY R-10 MCGOWAN, JOHN AND JUDY
37u L21 S7! EXISTING NEUSE RIVER--BUFFER L22 S2'. L22 S27'33'22"E 7g,g6' 40 1841697858 SINGLE FAMILY R-10 BEARD, ORAL FRANKLIN
`~o _ . .~o L23 SO'. L23 S0T36'32"E 31,75' 41 1841697955 SINGLE FAMILY R-10 EFSTATHAKIS, GEORGE N. AND DORIS H.
~ `t'a o L24 SO! 42 1842607052 SINGLE FAMILY R-10 FRYOR, ADAM AND CHELSEA CAIP~ L24 $05'51'21"E 33.77' 43 1842607154 SINGLE FAMILY R-10 CHANG, SUSAN AND JAMES CHO •;'~p~°°,E°.,,°°`/iV9/%~
~ ~ '~o L25 S0. L25 $09'46'28"E 39.37' 44 1842607274 VACANT R-10 MILL CREEK ASSOCIATES INC.
~ • ~ L26 S01 " ~ 58 1842607376 VACANT R-10 POWELL & CO INC ~ L26 SOS'25 29 E 16.09 57 1842608366 SINGLE FAMILY R-10 MILLIGAN, STEVEN G AND MARIANNE M. ,
~ L27 S6! ~ 330 F, c ~ _ i L27 $69'54'07"E 25.04' 56 1842609358 SINGLE FAMILY R-10 ZINNO, WILLIAM C AND JANICE L -
. EXISTING CREEK PfN ~ 1a ~F L28 S8. F CENTER LINE P~ L29 S5; ~ ` L28 585'14'00"E 11.47' 55 1842700431 SINGLE FAMILY R-10 WOLFORD, STEVEN ALLEN AND LEANNE HIGH
LAND USE: RESIDENTIAL ~ ' . trc L30 N3. L29 $52'21'47"E 36.08' 54 1842700541 SINGLE FAMILY R-10 DEMOLL, JOSHUA AND JILLIAN T. ~ ~,°°'p~;• i L30 N35'10'16"E 19.69' rF,p°`°°°°°°°'°CP~,;
< ~ 100 L31 S31 u 320 ~ ~ ~ Rr: ~ t~ L31 538'49'45"E 43.82' ~ FRAM
~ o, ~ (r ~ ~9 , ' ~t~-5`~ DRAINAGEWAY w j _ ~9 ./t,~ ~ / L32 S2' L32 S21'36'25"W 12.84' E X I S T I N G C O N D I T I O N S NOTES I 03-20-2008
.t~: ~ / ~o r~+ 'BUFFER L33 533'05'03"E 14.17' 1. ZONING OF PROPERTY IS C.U. R-10 AND C.U. R-8.
/ v~o~ ors `9 ry0 ~ _1 ~ 330 0 1. ~ ~ L34 S8. L34 $83'26'32"E 21.90'
~ ~ s L35 S71 F}', i L35 $70'22'38"E 39.02' 2. THIS SITE IS NOT LOCATED IN FEMA DESIGNATED FLOODPLAIN PER DIGITAL DATA PROVIDED BY Peter D. Fraccaroli
L36 S3, L36 $32'08'01"E 31.15' WWW.NCFLOODMAPS.COM AND IS REFERENCED BY NORTH CAROLINA FIRM MAP ~ 3720184100K AND ~ PROFESSIONAL ENGINEER
L37 N82'39'39"E 12.64' 3720184200K ADOPTED MAY 2, 2006. L38 544'47'44"E 33.89' 3. BOUNDARY CLOSURE PERFORMED BY BSC RICE ASSOCIATES. EXISTING TOPOGRAPHY, ADJOINING LOT,
` L39 S5! L39 $59'59'19"E 52.83' AND SOIL INFORMATION RECEIVED FROM WAKE COUNTY GEOGRAPHIC INFORMATION SERVICES, TOPOGRAPHIC
~ PERENNIAL ~ ~'s . • , a ,S, ~ L40 S3~ L40 $34'26'53"E 37,67' AND CADASTRAL. DXF FILES, DATED MARCH 1999. STREAM DETERMINATION WAS PERFORMED BY SOIL &
~~PORrA~iT ~,~~1 aD F `~o _ L41 S7; L41 573'42'08"E 17.74' ENVIRONMENTAL CONSULTANTS, PA, AND REVIEWED BY THE USACE ON SEPTEMBER 6, 2006.
CH,4NPiEL 35p 7 ~4 ' k , _ XIS~NG TOP OF 9AN1( - T 2 ,E~ €XISTIRG•NEUSE RIPER BUFFER ~ c .•y~~~--=-.. < . L42 S51 L42 $50'23'05"E 19.95' 4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVEGROUND
~s~-s a ~ 350 ~ ? \ t:? I ~ L43 S2~ to ~ ~ ti ~o L43 524'38'10"E 21.37' STRUCTURES. LOCATIONS OF UNDERGROUND UT1U11ES AND STRUCTURES MAY VARY FROM LOCATION
~ k.. -5~ ~ - X41 ~,,SSE~~~~~ .t; G%E L44 S2; Q 5~' • 0~ 5 SS ~Y~P _ C GORY R AND V~o- J ~ yo~~~~~t~'~t~'~,5 ~INUA J. L44 $23'17'46"E 67.64' HEREON.
~ ~ 1 CO. Dayo ~a ~ , o~ ~ L45 S6'. IN 1841891370 _ 1 ~36o ORAINAGEWAY ~t5 I~~~~ zDNINC, RD L46 S61 L45 $67'10'52"E 26.19' 5. EXISTING VEGETATION AND NATURAL AREAS WILL BE PROTECTED TO THE GREATEST EXTENT POSSIBLE THE MEADOWS L46 $60'08'00"E 53.37' AND MINIMUM CLEARING OF LAND SHALL BE UNDERTAKEN DURING DEVELOPMENT.
~ , ~~se RESIDENTIA~A r Q _ ~ _ BUFFER ~ ~ L47 S1' L47 $14'51'01"E 42.76'
0 ~ L48 S3; L48 533'44'08"E 58.58' 6. THERE WERE NO NCGS MONUMENTS FOUND WITHIN 2000' OF THIS SITE. CONSTRUCTION PLANS
- START OF ~ -S~Ern - _ L49 S11 3~ L49 $10'52'10"E 20.63' 7. A RECONNAISSANCE TREE SURVEY HAS BEEN PERFORMED BY BSC RICE & ASSOCIATES TO LOCATE
PERENNIAL f L50 S01 w '~,r. ~ ~ 370. IMPORTANT o ~°s L50 S08'02'02"W 11.27' TREES GREATER THAN 24" IN CALIPER. GENERAL VEGETAl10N COVERAGE INFORMATION IS BASED ON THE
~ ~ ~ L51 S31 CHANNEL spy L51 538'11'45"E 43.80' AERIAL PHOTOGRAPHY FROM WAKE COUNTY GEOGRAPHIC INFORMATION SERVICES.
~2„ a P. L52 S7! 55 ~./6~ L52 $79'38'15"E 50.33' 8. SOILS INFORMATION FROM UNITED STATES DEPARTMENT OF AGRICULTURE SOILS SURVEY OF WAKE
~o _ INTERMITTENT 370 L53 S5! k~ CHANNEL = L54 S3'. L53 559'27'56"E 39.00' COUNTY, NORTH CAROLINA. iN
L54 S3T32'10"W 50.74'
= ya w ~oul~E r. ON-SITE SOIL TYPES Wake Forest
Y- • r iy~i 2 v ~i 3'!0'' - CeB2: CECIL SANDY LOAM, AASHO DESIGNATION = A-2, 2-696 SLOPES, ERODED
~ LaN[ THESE PLANS HA' THESE PLANS HAVE BEEN APPROVED FOR CONSTRUC11oN CeC2: CECIL SANDY LOAM, AASHO DESIGNATION = A-2, 6-10X SLOPES, ERODED North Carolina
i _ ~ a BY THE TOWN OF z BY THE TOWN OF WAKE FOREST
` 3~ . CeD: CECIL SANDY LOAM, AASHO DESIGNATION = A-2, 10-15X SLOPES, ERODED Wake County
26 ,p 380 ~ CIC3: CECIL CLAY LOAM, AASHO DESIGNATION = A-6, 6-1096 SLOPES, SEVERELY ERODED
- `r'r1' - `~3~~ CIE3: CECIL CLAY LOAM, AASHO DESIGNATION = A-6, 10-2096 SLOPES, SEVERELY ERODED
- A3. MADDEN 'SIC F nn I TF°,ESA A ~1r t~ P.,. i,
s~ _ EXISTING ~fbA LoB: LOUISBURG LOAMY SAND, AASHO DESIGNAl10N = A-2, 2-6~ SLOPES EXISTING CONDITIONS
~T _ ~•g ~b,\ PROPERTY LINE _ ~ ~ DSO P MdD2: MADISON SANDY LOAM, AASHO DESIGNAl10N = A-2,& 4, 10-15X SLOPES, ERODED PLl1N
1.p e: _ _ P ~ M WwE: WILKES SOILS, AASHO DESIGNATION = A-2, & 4, 10-2096 SLOPES
R - ~ o Q 0 ~ ti°
~ ~ ~ 1ti 4P~ ~ dy -6A7~ WwF: WILKES SOILS, AASHO DESIGNATION = A-2, & 4, 20-45X SLOPES
a ~ , ti `Y CECIL SERIES GENTLY SLOPING TO STEEP, WELL-DRAINED, DEEP SOILS OF THE UPLANDS. THESE SOILS March 20, 2008
, ~ ~ r, ~ v _ - ti ~ ARE ON SIDE SLOPES AND ON ROUNDED DIVIDES THAT HAVE A DIFFERENCE IN ELEVATION OF ABOUT 75 FT. BETWEEN HIGH AND LOW POINTS.
" * g'L ~ ~ ~ Y ~e 2 '.OS, _ ?
- _ S76'S3.39~E ago LOUISBURG SERIES GENTLY SLOPING TO STRONGLY SLOPING, MODERATELY DEEP, SOMEWHAT
~ 94.95 EXCESSIVELY DRAINED SOILS.
g PN r$ - _ g EZ _ MADISON SERIES GENLTY SLOPING TO MODERATELY STEEP, DEEP, WELL-DRAINED SOILS. SIDE SLOPES
_ ' f PN 9+ 35 ~ . - AND ROUNDED DIVIDES FORMED UNDER FOREST IN MATERIAL THAT WEATHERED FROM MICA SCHIST, AND ACIDIC ROCK.
r r , , , M~
~ r ~ v.~- ~ ~ i. ( 7~. WILKES SERIES GENTLY SLOPING TO STEEP, VERY SHALLOW TO MODERATELY DEEP SOILS THAT ARE WELL 40o DRAINED. 75 FT. BETWEEN THE HIGH AND LOW POINTS.
,ERESA A 5 EXISTING TREES 4 +oo g• ~~qg, _ s ~ / ~ I
TO. REMAIN AND - IAA PIN / / ~ LEGEND N0. DATE DESC.
TO BE PROTECTED / / /3 1 0-19-07 1st DWQ SUBMITTAL
0 ~ EXISI'1 NG .TREES _ - z ~6~w , .m _ TO REMAIN •AND M ~ usE ~ _ I ~ OVERHEAD WIRE oHw
_ ~ M 2 0-26-07 2nd DWQ SUBMITTAL , , e
O 'A ~•4\ TO BE PROTECTED m _ F 0 g 3•p8 n
9 NATURAL .AREA DRAINING TO _ ~ Q NEUSE RIVER BUFFER OIV ~i . 3 EXISTING TREEUNE 3 0-31-07 INITIAL WF CP SUBMITTAL ° STORAGE BUILDING, BUILT 2003 0 4 1-18-08 3rd DWQ SUBMITTAL
SaU'fHWEST-SIDE: e3~\ N II ~ ' .,8 w, - rRl~ n INDUSTRIAL STYLE WAREHOUSE ~ ~ , Pig R~ coF HICKORY
795,454 SF (18.33 ACRES).- ~ •s~• p n FAIR CONDITION / 5 1-22-08 WF & Ralei h Comments NO HISTORICAL V+~LUE ,.420 l~ / ~nN~
Q,. G ~ y A T LACEBARK ELM ~ = ~ 6 2-07-08 WF & COR comments RESIDENTIAL BUILDIM~, BUIL, 1994 /
''8• F „ q e 9~ . A sF RANCH S1YLE MAIJUFACT'.3~ED HOME / ' / 7 3-20-08 4TH DWQ SUBMITTAL
,ti ~ ? , FAIR CONDI110N ~ 8 3-20-08 NCDOT SUBMITTAL ~ ~ NO HISTORICAL VALUE ~ ~ ~ ~ ~ LOBLOLLY PINE
3 ~ r ~ >v r ~ o . GARAGE BUILDINGS BUILT 1996 - ~ a h
. ~ o ~ • m FAIR CONDi110N _ J ~ / - ~ ~ ~ MULBERRY 4 ~ ~
' ~ U N.9 HISTD~CA~ VALUE / - I ~ ~ GUETTERMAN, CHAD T
Q r~ r ry _ - SO 2 _ 0 N~F PIN 11 841 88 41 24 _ 1L.// AMMON ,iEREMiaN ID ~ / zoNlNC ou R-~s RED CEDAR
r W W N5721~arw PHAS - y cn E 2 ~ _ ~ ~ 1 , : y: ra4~~~~ EXISTING GRAIL DR~! ~ ~A8 usE. RESIOENT~A~ zor ac:
a _ , a~ANO DsE ~ - /3 ~ ~ SUBMITTAL SET
' ` < a a PHASE t s p c 3 ,r ' ~ Q / I ~ - - - - - RED MAPLE 0 g 429.89' ~ NEE ° S B7.5T28 _ ~ - ~ ~ / MOORE JAMES A
N ~ . ,i , ~ ~ 3 1„ r • 1-~} - ? _ PIN # 1841884026 , . - ~ ~ l ~3 a = ~oNINC cu R i5 RED OAK
tl Qr. . ~ - / ~ ~ o J /I _ LAND USE RESIDENTIAL ~ / r PREPARED FOR:
EXISTING CREEK CENTER LINE 3~° ~ ~ EXIS?!NG TOP • • ~ / ~ ~ ~ _ _ ~ y ,.•r - - ~ ~ ~ wR
N INTERMITTENT- CHANNEL OF BANK , ~USACE START , . / - - ' ` ~ , l ~ ~ NiE - - _ - WHITE oAK 1ST AtuIERICAN BUILDERS ~ BISHOP, DAN AND HFRRI ~ P'N '84'88D9, 2514 Reliance Avenue
o ~0' ~ CHAN ~ '6 3so NEL Fu4V N 3 09/O6/~J6 3~I o
o ~ EXISTING PiEUSE RIVER BUFFcR ~ o ~ ~B~~W LANUONINC: cu R w 5~,,,,,, o g~e c / 1 usE BsIOEN=nay WILLOW OAK NNE a,~~ A ex, North Carolina 27539
o a6 - / ~ ~ - 1 1 . • x ~V . C~V ~ - ~ . I , V~~ „ ~ ~ n ~ ~ .q 919-303-8525
N s , ~ ~ N'~ ,'S7 EXISTING PONE m ~ ~ 4,5 o• ~ ~ 7g e ~ I SWEET GUM
r08.gg. f ~ ~g013~5 N 61'44'40' W 215.1] ~ x-~-x=x ~
~ S 69'31'52 E 478.34' 0 I ~ " _ EF~RD pq - ~ SYCAMORE + i~ ~ - _ . _ .
U 0 _ ~2~ "88.06• •01'32• W 201.75 _ ? 7?s3• J n ~ 32 310 N 69 W~ y ~ ~ - U11LIlY POLE ~ a ~ _ .r " ~ ,
1 v V \ 64.45'59' W 334.03' ` N
o NCGS uaNUMENr ~ SIGN POLE ~
U 32° E~~ . NI C NCOORDINAIES~~ I I ~3 'wAUCOV~° IRON PIPE/PIN FOUND . 701 Corporate Center Dr., Suite 163 ~ IRON PIPE/PIN SET o Raleigh, North Carolina
iE :E-2i see ~ ~ ~ ~ ~E ~ FLOW LINE y eERT~A~~EN ccF-a.aese4279 ~ ~~rr CALCULATED POINT 0 27607
~I EXISTING N.U F DuD~E~, A~eER BEN E SE RI1_R BUFFER ~ PIN # 184vE ~r 0 - ~oNINC ~ 41757056 RFg
a ~aND use RES~~ DrIA~ c 330 3 `1r o ~ RESO~NTIA~ ~ ~ I~ ~ R r CONTROL POINT ~ 919-854-0811
~ 370 f
I I l~~ ' RIGHT-OF-WAY R/W n ~~~Q Q~~ r
N c E U NUW UK hUKMtLKLT N
o _ LI LANt LIPuT v i 420 POINT OF BEGINING PQB GRAPHIC SCALE DUDLEY, ALBERT ALLEN I DEED BOOK DB 50 190 2p
350 PIN 84177056 RRD~~ BOOK OF MAPS BOM
0 L a LAND USE: RESIDENTIAL SQUARE FEET ~ SF ( IN FEET PAGE PG
o - - yy ACRES AC inch -100 ft
C) 360 CENTERLINE CL FIDE:
C) ti C) = 410 N -=mm- - _ DWG. NO: C.0.1
O 10 ti C) e
e o h R - JOB. No: 06020.00 HEFT 2 of 35 v 'qj j I J
CL

50~ RIGHT-OF-WA` IGHT-OF-WAY STREET TREE PLANTINGS - 9,100 LF
PUBLIC INFRASTRUCTURE TABULATION EASEMENT STREET
25' B-B 25' B-B E~ASEEMENT 1 CANOPY TREE/50 LF OR 1 UNDERSTORY TREE/35 LF OR A COMBINATION OF BOTH
Impervious Area Calculations LOTS MIN. 20' SPAgNG BETWEEN CANOPY TREES; 15' SPAgNG BETWEEN CANOPY TREES AND UNDERSTORY D' PVMr sECnoN 25' 125' TREES; B' BETWEEN UNDERSTORY TREES
Roadways: 173,617 SF 125' 25' 20' Pvfar sECnoN STREET NAME STREET SIDEWALK 3 2' Sidewalks: 38,256 SF MIN. 2' I-2 8.5' 5' ' 3
Houses, Walks and Driesways: 281,908 SF LF LF ~ 30' STANDARD CURB do GUTTER MIN. 1 r REQUIRED PROPOSED BOTANICAL NAME COMMON NAME ARD CURB R GUTTER
1/2" PER FOOT 3,000 PSI (MIN) Amenity Site: 7,422 SF BARNFORD MILL ROAD 2,024 4,016 ~ 1/a' PER FOOT (M1~4" PER FOOT 185 185 QUERCUS PHELLOS WILLOW OAK 2p~
Total ImperviousArea 501,203 SF BELLRENG DRIVE 1 725 1695 3 ~ 3 y
Pro a Area: 1,680,637 SF ~r =M p ~ BURDOCK LANE 637 1.015 COMPACTED SUBGRADE B °M B" CABC CUL-DE-SAC t/2• PER FOOT PLANT LIST
FERRY COURT unuTY siwP B a• cABC oTNERs
%ImpervlousSurface Area 29.80% 990 728 FTEOLREPHONE, CABLE, rorAL 5 376 7,454 ETQ o 1 "PER FOOT (UL DE SAC/MINOR SUBDIVISIOt' MINOR SUBDIVISION STREET 0 t/4E PER FOOT~~ OiY' BOTANICAL NAME COMMON NAME ROOT SIZE H~GHT
c unuTY STRIP 15 PLATANUS OCCIDENTALIS SYCAMORE BB 2 1/2" CAL 8'-10'
TYPICAL STREET CROS~ EETOROSS-SECTION 185 QUERCUS PHELLOS WILLOW OAK BB 2 1/2" CAL 8'-10' TELEPHONE CAS 16 ILEX OPACA AMERICAN HOLLY BB 2 1/2" CAL B'-10'
N.T.S. N.T.S. ETC. 01/2" PER FOOT s9 CAMEWA SASANQUA SASANQUA CAMEWA CONT. 3 GAL 3'
_ e' 60' RIGHT-OF-WA` EASEMENT IGHT-OF-WAY 105 MYRICA CERIFERA WAX MYRTLE CONT. 3 GAL 3' 8' TREE EASEMENT
_ 35' B-B 35' B-B NOTES: 1. PLANT SIZES dt HEIGHTS INDICATED SPECIFY MINIMUM ALLOWABLE SIZES AT PLANi1NG.
125' 25' 30' PWT SECTION . ~ D' PVMT sECnoN 25' 125' TYPE B SCREENING 1 446 LF PLANT LEGEND
/ ` \ ~ PERENNUIL MIN. 2" I-2 6.5' 5' 3 I MIN. 1 r
30 STANDARD CURB & GUTTER • IMPORTANi CHANNEL 3,000 PSI (MIN) (NIN)CURB & GUTTER TYPE B VEGETAl1VE SCREEN, 10' WIDE:
1/4" PER FOOT t/4" PER FOOT 3 2 TREES/1,000 SF = 29 TREES REQUIRED WILLOW OAK ~O~t~eC'aR0(~~'";~ ~ ~ 1 12 SHRUBS/1,000 SF = 174 SHRUBS REQUIRED ~ E e°°°
AREA LOCATED IN THE f`.,. ' 3 0 NRBB WILL BE CONSIDERED - _ 1 r MINIMUM 50X EVERGREEN °'Rt~ °
OPEN SPACE AND WILL BE COMPACTED e ~s ~ OWNED & MAINTAINED BY ~ t/2' PER FOOT SUBGRADE e 8" CABC CUL-DE-SAC 1/2' PER FOOT ~ a e B" CABC OniERS SYCAMORE
~;4~ t7 THE MEADOWS HOME 5' WIDE CONC. SIDEWALK
~ 1, ~ A° owNERS Assoc~T~oN. ~ 01/4• PER Fool SUBDIVISION LOLLEOiOR STR L4 ° q ~ ION [OLLECiOR STREET 01/4E PER FOOT~A~ QTY. BOTANICAL NAME COMMON NAME MATURE HEIGHT o e
~ ~ G - START OF PERENNUIL a - 't unuTY smiP T J „ E o ~o Il ~ ~ ~ - IMPORTANT CHANNEL 9 , FOR NATURAL TYPICAL STREET CROSS ~ ~ 22s L EX. NEUSE RNER BUFFER _ . unuTY sntlP 15 PLATANUS OCCIDENTALIS SYCAMORE 75-100' AMERICAN HOLLY °aa° ei V EETOROSS-SECTION FOR NATURAL GAS, 16 ILEX oPACA AMERICAN HOLLY 30-80 • ~0`;
~ ~ ~ ~ X20 ~ TELEPHONE, CABLE, ~ ~ \ ETC. 0 1/2' PER FOOT ~ F OT 69 CAMEWA SASANQUA SASANQUA CAMEWA 7-12' ® SASANQUACAMELLIA /~~''FR ~ FRA~CP•'
~ N.T.S. \ - ~ N/F /r ~ ~ vAR~EV, oAVO R. aNO v PAVEMENT SECTION SHALL BE VERIFIED BY A N.T.S. 105 MYRICA CERIFERA WAX MYRTLE 10-12'
e"r ANESA M, u , ~ WAKE FOREST BUFFER G~ PiN ~84n9~s1~ ~IFIED BY A GEOTECHNICAL ENGINEER ~ WAX MYRTLE 03-20-2008 SEE PLANT UST FOR PLANTING SIZES
~,5 „ ZONING: RO ~,J ~ LAND USE, RESIDENTIAL
~ \ k ~ ti EX. NEUSE ' AREA LOCATED IN THE RNER BUFFER INTERMITTENT CHANNEL NRBB WILL BE CONSIDERED - Peter D. Fraccaroli
TREE UNE ~ . - ) OPEN SPACE AND WILL BE PROJECT NOTES PROFESSIONAL ENGINEER
~ ~ ~ ~ ~ ~S ~ • " ~ , OWNED do MAINTAINED BY ~ ~ F ~ ~ ~ ~0 ~ THE MEADOWS HOME
6 s o ~ s 10 X965 sF s ~ wJ w5 ~ :~3 `OWNERS ASSOCIATION. PROPOSED BIO V~ ~m ~ ~t ~ _ 1. ALL LOTS WILL BE CONNECTED TO THE CITY OF RALEIGH WATER AND SANITARY SEWER - ~ - _ - ~ SYSTEMS.
RETENTION AREA ~1 / /tin°\ \ 98 Imp 9 / ~ ~ o ~ _ 3 s k a 1 ss~~Eo~~ N PROPOSED FUTURE , TORE , ~ N/E N/T 2. ALL EXISTING VEGETATION IN BUFFER AREAS TO REMAIN IN UNGRADED AREAS.
PROPOSED PRNATE = ~ / x \ \ ~ ~ '6 4 MAINTENAWCE AL~ESS AND / 5F \ ~ ~ sF/ / 3 0 ~ ~ ~ t~ ~o~,~~~,~~-~~~~si~'S~E~^ n ROAD EXTENSION " RU~ i101~ - RUZNAIR, GREGORY R. ANC ~ MC CDIG, RALPH JR. EDI
°;STORMDRAIN-EASEMENT. - 16 F ~ ? / q - ~,ra 3ao~~'~n~~~~t` ~ - SIGN LOCAiION'$EE ~ _ ~ 100 - 5 ~ ~ , ~ DETAIL ON DWG. C.1.1 s - 6-$EE N #L1Na41a913zo PIN oNiNC18R~260 3. ALL STORM DRAINAGE LOCATED OUTSIDE THE PROPOSED STREET RIGHT-OF-WAY SHALL BE C.1.1 zaNlNC RC LANC usE: REsIOENTIAL PROVIDED WITH STANDARD EASEMENT WIDTHS AS PER TOWN OF WAKE FOREST REQUIREMENTS
o `}t " 100 ~ DRAINAGEWAY PROPOSED B' ~ r5 ldF ~ ~ _ / ~ 7 h~ V ~ ~ STREET TREE ~ L,. ~F.~ „ A ` .r LANC use REsioENTIAL AND SHALL BE DEDICATED TO THE TOWN OF WAKE FOREST ON THE FlNAL PLAT.
~ ~ uses' ~I~ ~ ~ B ~ EASEMENT ~ !r~ i~ / i ~ - PROPOSED TOWN - - ~ >0 PROPOSED 30 v ! \ ~ r ANU urllm EASEMENT - 4. ALL SANITARY SEWER LOCATED OUTSIDE THE PROPOSED STREET RIGHT-OF-WAY SHALL BE THE MEADOWS
~ OF'WAKE FOREST ~ J I ~ as 5° ~F ~ f ~ ROADWAY AND... iJTTI,ITY EAST ~ - _ ~~CURB AND GUTTERS I~ ~ _ _ ~ ~ ~ ~ ~ _ a 20' RUBUC STOR,tiI~ - - ~ o ~ ~ SSE ~ ~ - - _ ~ PROVIDED WITH STANDARD EASEMENT WIDTHS AS PER CITY OF RALEIGH REQUIREMENTS AND
DRAIN'.EASEM~IT ~ ~ ~ ~ ~ sF - 9,229 F, ~ , ~ w ~ 1 13 Imo, ~ ~ ~ g4 SF ~ ~ 8180 8,399 SF ~ ~mP 2,5o5~gF M ~ m~ i ~ Gy ; ~ ~ `A _ SHALL BE DEDICATED TO THE CITY OF RALEIGH ON THE FlNAL PLAT.
'+e ~ 'J 3 I ~ ~ ,F g 3 672 SF ~ i s mrow~fi ~ ~ 9w ~1Q1 N~ 1o,g3 ~ ~ ~ ~ ~ ~ ~ ~ RIGHT-OF-WAY AND CON( ~ ~ ~>s, ~ J ~ ~ ~ 29 2 27 . ~ e L53 ~ti ACOUISmON FROM ADJAC DF-WAY AND °°NSrRUCn°" CONSTRUCTION PLANS ~moN FROM ADJACENT PROPERTY _ - - _ 5. ALL EASEMENTS WITH PIPES AND/OR STRUCTURES SHALL BE CLEARED & GRUBBED AND
~ R ~ ; ~ 30 8 ; I ~ / ~ ~ ~ ~ ,~z BUILDING SETBACKS LOTS AREAS & LOT WIDTHS ~ ~ cA~~~ ~ ~sox9o' slcHr 31 I I I I I I I nmp os ~F 7 / OWNER / / ~ ~ / TRVWGLE (IYP.) ~ ~ SF mp zsos SF ~ P _ ~ E~L~~ ~ sF ~ 25 ~ ~ ~ ~ ~ c _ _ _ ` - ~ - _ _ _ SEEDED.
~ pp Im 2,Sa5 SF L / / ~ 1 / ~ u ~ y Sf mP 2,505 l- - -F++(~~l 5r;. R~V~ SF / / t>
ZONING MINIMUM MINIMUM FRONT SIDE REAR _ ~ 3 ~ ` ~ ~ ~5° J - - ~ss)~ ~°?so ~ ~ 24 ~ ~ _ - _ ~ ~ ~ ~ \ ~ ~ - - ~ sss~ ~ 5F / ~ PROPOSED BIO RE - - - - - ~ 6. THESE SITES ARE NOT LOCATED IN FEMA DESIGNATED FLOODPLAIN PER DIGITAL DATA PROPOSED BIO RETENTION AREA ~3 PROVIDED BY WWW.NCFLOODMAPS.COM AND IS REFERENCED BY NORTH CAROLINA FIRM MAP #
LOT WIDTH LOT AREA SIDE CORNER _ ~ 95 ~ w 10 ~ ~o^/ ~ i N/E 3720185000) ADOPTED 5/2/2006. sMIrR, ECwARO s. aNC LoulsE r.
. ~ , HCA ~ Qs~ 90'x90' SI sMIrR, Eo C.U. R-8 50' 8,000 SF 20' 8' 15' 20' ~ ~ ~ ~ ~ ~ ~ _ ~ ~ psi , WJGLE Plr PIN 1841890142
~ ~ ~ ~ ~ ° VA PROPOSED 10 WIDE ~qp C.U. R-10 60' 10,000 SF 30' 10' 20' 20' ~3 ~ . ~ OSED 10' WIDE zANO usEG vA~nNr 7. RECREATION REQUIREMENT MET BY RECREAl10N FACILITY FEE AND/OR LAND DEDICATION.
PROPOSES 20' TOWN < ' ° o _ - - - ~ ,,ro o9 TYPE "B" BUFFER \ 4 ~ 30" CURB & GUTTER- ~ _ s~ "B" BUFFER 8. ALL STREETS, SIDEWALK, AND STORM DRAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH Wake Forest
OF ~1AiCE FOREST STO ° " , ' ~ 1 ~ ~ ~ CA im a Tap zsas sF ~ imp 2sos sF m ~ ~ zo' R 23 os ~ PRNATE OPEN SPACE DRAIN EASEMENT N ~ ~ p say sF ~ ~ ~ P ,sos sF s°' R s~ ~ _ 1TE OPEN SPACE TOWN OF WAKE FOREST STANDARDS AND SPECIFICATIONS, LATEST EDITION.
~ ~ ~ ~ ~I ~ ~ 33 i L / / 80~ PROPOSED PRNATE MAI ~ ~3 F 32 ~J 34 ~ I 35 s i HCA s9 ACCESS AND SiORMDRI DOSED PRNATE MNNTENANCE 9. ALL WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH North Carolina SS AND SiORMDRAIN EASEMENT. STANDARDS AND SPECIFICATIONS, LATEST EDITION.
ro 2,50 ~ I V / / ~ - 5' WIDE C43NCREiE o w 1 % ~mv ~ e,s35 sF 9,4oa sF ~ a ~ ~ 36 NOTES FOR EXISTING TREE RETAINING WALL ~ 9 ~ ~ ~ I .64 ~ ~
~ ~ v 10 ~ _ I ~F r ~ 22 SIDEWALK ~ 93 ~ 9 ~ PROP. MEDUIN CURB N~ / ~ ~ _ ~ ~ ~ ~ ~ ~ ~rERESa a ~ ss'a - - - - Wake County _ ~ ~ , - - 10. PAVEMENT DESIGN SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER S REPORT.
- ~ ~0 i SEE DETAIL ON SHEET ~ ~ .,~f- -~v 'o / ~ N ~ 1G~ 1 4 791596 i~ s 1. CONTRACTOR SHALL HIRE A NC LICENSED ARBORIST TO INSPECT THE 31" TREE TO BE ~ ~ ~ ~ , N~ , - ~C.9.2. N iQ` \ ~ s~ 21 ~ PROPOSED PROPOSED 5' WIDE CONCRETE aowM 11. HCA DENOTES LOCATION OF PROPOSED HANDICAP ACCESS AT CURB/SIDEWALK.
~ 90'x90' SIGHT a z~3 sF x,162 sF I moo ~-s v csNT ~ ~ ~ ~ ~ ~ 'a/ SAVED PRIOR TO START OF SITE CONSTRUCTION AND PRIOR TO INSTALLATION OF ~ ~ o, ~ ~ ! TRIANGLE (np,) ~ ~ ~ ~ a _ ~ ~ ~A ~ SIDEWALK, SIDEWALK, (TYP.) PIN y:
RETAINING WALL. THE ARBORIST SHALL RECOMEND CONSTRUCTION METHODS FOR ~~A ~ ~F ~ '0g8 sF 10 ~ ~ ?s ~ ~ ' v _ ~ 1 g5g ~ I 61 60 ~ /%p .os0 _ ' ~ ~s 20 LANG a 12. EXISTING VEGETATION AND NATURAL AREAS WILL BE PROTECTED TO THE GREATEST EXTENT
GRADING AND RETAINING WALL INSTALLATION AND POST CONSTRUCTION TREATMENT _ ~ ~ ~9c , 1 ~ ~ ~ ?s ~ . ° ; 0~ ° ~ v J imp z~sas s imp <,sos I ~ 59 a~ ~ ~ 37 ~ ~ ~ / METHODS THAT WILL MINIMIZE DAMAGE TO THE TREE AND THAT WILL PROMOTE THE v..-° ~ ~ , 104 B , / G ~hv .j. ~ ~ ~~G~ POSSIBLE AND MINIMUM CLEARING OF LAND SHALL BE UNDERTAKEN DURING DEVELOPMENT. SITE PLAN
11~ ~ ~F NFOR Imp ~,5 ~ Q ~ / / z~ HEALTH AND LONGEVITY OF THE TREE AFTER CONSTRUCTION. ~ ~ , ~ ILL R os ~ 158 ~ ; V ,r ~P ~ ~ / ~ ti~ _ =3s j _ ~ . vQ. ~ s Q ~ ~ ~ 19 ti 13. THIS PHASE OF THE PROJECT DOES NOT PROPOSE FlLL IN THE 100-YR OR 500-YR FLOOD
2. THE PROPOSED RETAINING WALL SHALL BE A PRECAST CONCRETE MODULAR BLOCK a: ~ ~ ~ ~ ~ ~ ~ ' ~ ~J~o - ~ ~ ~ ' ~~Y PROPOSED 30" CURB PLAINS - ~ . AND GUiiER, (TYP.)
91 ~ ~ ~ r 1 ~ 38 ~ ~F WALL SIMILAR TO ONE MANUFACTURED BY VERSA-LOK OR KEYSTONE RETAINING WALL ~ ~ ~I _ . t+ ~j.~ r ~ ~ ~i~ 6 14. ALL PRIVATE COMMON AND OPEN SPACE AREAS SHALL BE OWNED AND MAINTAINED BY THE
SYSTEMS. EVERY EFFORT SHALL BE MADE TO PROTECT THE TREE AND IT'S ROOT TEMPOR.ARY TYPE III ~ ' ~ ~ R~J1 ~ V . 18 SYSTEM. ONLY HAND EXCAVATION SHALL BE ALLOWED WITHIN THE DRIP LINE UNLESS BARRICADE SEE ~ ~ ~ HCA ~ \ ~ v , 8 ~ r~' TYPE "B DBUFFERDE HOME OWNERS ASSOCIATION.
DWG. C.9.0 FOR ~ i a 5, / 3;01 / ~ OTHERWISE AUTHORIZED BY THE ARBORIST. - ~ ~ / - ' DETAIL ~ \ , ~ ~ s /N U / ~ ~ 1 ~ March 20, 2008
n v+ - sw ~ [ P. 5 WIDE, / vv ' ~ '`w, / ~ 3. WEEPHOLES SHALL BE INSTALLED IN THE WALL AT R.O.W. UNDERDRAIN PIPE BEHIND $ .o - - - - C SSs~VALK s, „ ~ / 17 - . - _ 15. ALL RETAINING WALLS OVER 30" MAY REQUIRE PERMITTING BY THE TOWN OF WAKE FOREST.
THE WALL SHALL BE DIVERTED TO C6~309. s P ~ ~ q ~ 1 a ~ J / sos / ~ ~'R ~ 16. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF EXISTING PUBLIC n UTILITIES PRIOR TO ANY EXCAVATIONS, GRADING, OR INSTALLATION OF UNDERGROUND UTILITIES
g \ w 74 , R=~ 56 s~ /.x ~ ~ 18 / , , ~ m. ~ ~ 1 / °o °o ~ \ v ON OR ADJACENT TO THE PROJECT.
4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE RETAINING WALL AND ~ E~ ~ , / / s v 4 ~ ~ ~ \P OSED TOWN v s, i 41 ~ ~S~ r UNDERDRAIN CONNECTION TO THE ENGINEER FOR APPROVAL. / a , ' . ~ ~ ~ OF AKE FOREST •0.~ ~ ~ _ ~ ; PROP. CONCRTE 55 / ~ ~ o.~
~ ~ 4 1 ~ a 1 TREE SAVE ISLAND e s°o / 9~ / / w 90 . ~ 20' PUBLIC STORMS ~ ~ ' ~ / ° / ~ \ F K - 9~F`~ ~ ~os , P 15 -
5. TOP OF WALL ELEVATION SHALL BE SET MIN. 3" ABOVE EXISTING GROUND ON THE /~e x' N~~~, ~ ~ DRNN EASEMENT ~~N ; AREA ~ / °o j / °os ~ vv TREE SIDE. _ = PROP. a STREET ~ w 75 ~ . 54 ~ 6 'w ~ ~w ~ TREE LINE 3 PI 5~~~~ ~ N/E LAN
T ~ ~ ~ ~ \ FUTURE R=7s' ~ v A n xo , ~ ~ TREE EASEMENT ~ ~ ~ ~ ~ T ~ ~ RECREATION ~ _ ~ - / i' X84 ° ~ v 9j G / 14 s~` ~ ~ oAVls, dovcE A.
~ ~ ~Ti i~ STTE °ss? / D pl sos ~ 3 ~ 43 ~0 89 ~ , , ~ ~ A i , ~ . ~ ~ ~ 53 ~ ~ v PIN 184i8825o3 9 ~ ~ ~ ZONING: RD
' ~ ' w o a _ , ' ~ ~ ~ ~ '9 `ms's \ PROP. SOLID YELLOW / ~ o ti s s ~ ~ / ~ LAND USE: RESIDENTIAL
~ - _ - - - ~ e L%, ~ 9 7 s, ~ LANE MARKING / ~ , ~ ~ ~ M~ s~ / °o s / 'sos ~ N PROPOSED B' STREET - ~ ~ _ N0. DATE DESC.
/ \ ~ ~ ~ / ~ ~ 13 ~ TREE EASEMENT ,
~ . ~ ~ ~ . ~ ~ ~ 3 ~ ~ Q os / 00 ~ ~ / ?sos ~ ~ ;off, ~ ~ ~ 1 0-19-07 1st DWQ SUBMITTAL s ~ a,n .e
Q ~ EXISTING TREE TO _ 88 ~ ~ 7 s \ ~ ~ 63 / ~ - 6 ~ ~ s 45 ~ ~ :REMAIN AND TO BE- F ° T V 7 ~ ` ~ ~ ~ 51 / ~ ~ 1 r RROTECTED _ 1 N ~ ~ \ 3'ss i i CU , '?S / / ~ . , \ 63x2 ~ 8 / / ~ ~ ~ ~ ~ r wAUE E/~oTRlo _ 2 0-26-07 2nd DWQ SUBMITTAL MEMBERSHIP CORP.
i ~ \ sT i i~ s os ~ ~F / / y o J ~ P`N 184,885157 3 0-31-07 INITIAL WF CP SUBMITTAL 3~ 12 ~ , ~ zoNlNC: R-15
~ ~ ~ ~ 'R ~ ~ ~ ~ 50 ~ i ; ~ 78 5. ~ ~ 2 ~ //~A ~ ~ sos ?SO 1 I ~ ' ~ O ~ ~ PROPOSED 10' WIDE pROPOSED 20' WIDE STREET YARD / LANC usE: vACnNr - -
\ ~ ~ 87 ~ ~ 2~ , ~ ~ ~ ~ -sos , ?s / ~ 46 o s, , s ~ ~ -~o / ~ os / 46 SF I L I'=z - TYPE "B BUFFER BUFFER (EXIST. VEG. SHALL BE USED IN 4 1 18 OB 3rd DWQ SUBMITTAL I ~ THIS AREA WRH SUPPLEMENTAL PLANTING
~ ~ ! ~ C , ~ / / T 75.0' R ~ \ i , ~ N ~ ~ ~ '0 65 / G ~ ~ ~ ~ / / 49 S I ~A~~ 1 r - , N 7 WHERE DETERMINED BY THE TOWN OF ~ 5 1-Z2-OS WF & Ralei h Comments
~ ~ ~ ~ ~ N M ~so ~~s ~ `/EXISTING TREE TO I ~ ST ~ 1 ~ ' X11 ~ ~ WAKE FOREST STAFF) ~I I Q 6 2-07-08 WF & COR comments " I l=a ~ ; ~
~ ~ ~ ~ ~ 79 ~ ~ ~°o ss~ 66 ~ ~ ~ ~ REMAIN AND TO BE r~~.' ~ ~ ~ w ~ ~ ~ 0 Jv / ~ ~ ~Q ~N~ ~ _ ~ Q / ~ PROTECTED . ~ - - ~ - - - i' ~ _ y ~ , 7 3-20-08 4TH DWQ SUBMITTAL
86 ~ J ~ / / ~ Ar , \ ~ ~ N ~ ~ ~ PROPOSED 6 ~ ~F ~ N/F Ar ~ - ~ PROPOSm 10' WIDE TYPE 'B" BUFFER ~ ~ ~ - - _ GUETTERMAN, CHAD T
TREE UNE G ~ STREET TREE ~ °o i ~ 48 ~ ~ v - _ ~ , sa~ i EASEMENT ~ ~ ` s~ 67 ~ ? ~ ti~ 1 ~ 8 3-20-08 NCDOT SUBMITTAL PIN 11841884124 ~ ~ ~~uu 10 ~ ~ 2~ AMMON, JEREMIAHEAND NANCY L ~ ZONING: CU R-15 _
~-..PROPOSED PRMATE ~ , ~ ~ ~ ~Z Z EXISTING TREE TO / ~ ~ ~ 'i~4UNTENANCE ACCESS AND ~ ~ ~ w ~ 8. + ~ ~ D ~ / ` ~ ~ _ ~7~~ PIN 1841880343 LAND USE: RESIDENTIAL
o ~ REMNN AND TO BE,9 / ~ ~ ~ = STORM EASEMENT. ~ ~ ~ ~ ~ 80 ~ ~m ~ PROTECTED / ~ 47 ; zoNIN~ RG z DW ~ PROP. 8' STREET TREE LANG use RES~oENTIAL - ~ EASEMENT ~ - - - -
~ ~ 85 E " IN \ 68 Q ~ PROPOSED T0~1N ~ ~ o ~ ~ ~ - ~ / ~ ' ° , ,
~ ~ 'OF WAKE FOREST s N 5F ~ ~ 'V, Y a / f ~ r / ~ ~ ~ 20' PUBUC STORM ~ ~ ~ / / 05 ~ ~ _ _ / 'v / r, ~ ~ ~ 6r5~ SF ~ I O MOORE, JAMES A. <~433,~ ~A 2 ~ ~ - 8400 Sr ~ I ~ $518 ~ ~ ~ ~ PIN 1841884026
~ ~ DRAIN EASEMENT ; \ / s ~ - ~ ~ ~ ~ 69 ~ ' ~ ? 5 , , 9 ~ ~ ,11,0,5 s~. ~ zoNIN~ Cu R-,5 ~ SUBMITTAL SET 8400 SF i ~ I ~ ~ 1 i ~ 1 LAND USE: RESIDENTIAL
~ PROPOSED 30" ~ ~ ~ ~ % ~ ~ y ~ 84 CURB AND ~ ~ ~ ~ 81 ~ ROPOSED BIO HCA t zS8` Q PROPOSED BIO \°oe GUTTER 1 165 y RETENTION / i, R , 'J P~ t ~ <s8u ~ 8 ~ i I g,~93~ ~~0 ~ I - 1 ~ + P ~ N ~ ~ ~ ~ PROP08Eri ~ WIDE SIDEWALK i sF~ ~mP2,su~~ 7 I~ ~ ~ I ~ m
u RETENTION \s~ ~ ~ssp ~ \ ~ ~ ~ AREA ~4 70 / 2a' ~R ~ ~ ~ 90 x \ ~ `r~TRw " ~ ~ _ ~ ~ ~i Imp 25~ S a ° ~ N i ~ R ~`I 90'x90' SIGHT _ 5 ~ ~ AR ~ ~ ~ ~ ~ CAN/ANC sRERRI z,sos sF gm o1~ROP 6 I p5 SF Im
l AREA ~2 RNATE OPE 83 ~ ~ 82 ~ PRNATE OPEN e / A2 \ TRIANGLE (TYP.) ~ ~mP 26D s~{ ~ ~ ~ 5 ~ ImP ~ M~L~, D. w ~ Ro ` ~ PIN y: 1841882093 ~ I In ~ ,j ~ " I mp zso5 sIF ~~mP B 60, ~ .~'B_B)J d , 30 I ~ _ 0: cu R-1~ PREPARED FOR:
~ SPACE ~ P s ~ SPACE ~ ~ ~ s ~ / sos a , SF ~ ~ ~ ~ , ~ R _ _ ~ L usE: RESioEN=nAL
o ~~s sF ~ 6, ~ \ . ~ / 71 j L - - ~ ~ - - ~ ~ PRA 1ST AtuIERICAN BUILDERS ~ ~ a ' RELTm Bar 1~i1e D~E1~ET~oPER (TYP.)
o ~ ~ ~ 3 e~ ~ k _ 2514 Reliance Avenue s
+sgy~" ~ ~'i a ,AF4e75~r w X74 o _ - _ Ta.~, F R ANC a ~13~5 N 61'44'40" W 215.17' i ~,sas sF ~ _ ~ ~ F ~ ~ ~ ~ ~ ~ ~ R ~!'~R~~~~ A ex, North Carolina 27539 m. P
e ~ ~ ~ > N ~ J AREA LOCATED IN THE ~ ~ - S 53~'s„ , ~ ~~F 201.75' ~ ~ I'JtEA LOCATED IN THE '~7~ vim„ s~ 73 U m M . -
o NRBB WILL BE CONSIDERL. -L - es.08' W N OPEN SPACE AND WILL BE - ~ N e9ro1'32 ~ . `NRBB WILL BE CONSIDERED w s 1 ~ ' ; PgRK~N ~ . , 919-303-8525 _ s
~ OWNED 8c MAINr'A~NED BY ~ ~ / _ . ~ OPEN SPACE AND WILL BE' ~ _ _ OWNED & MAINTAINED BY ;PROPOSED PRNATE N 64.45'59" 334.03' o \ THE MEADOWS HOMF 5g' 334.03' ~ . _ -
OWNERS ASSOCIATION. THE MEADOWS HOME :MAINTENANCE ACCESS And ~ EXI5i1NG NEUSE.; OWNERS ASSOCIATION. STORMDRAIN EASEMENT. THE EXISTING POND W PROPOSED 30" CURB m
` RNER BUFFER ' N/F -..e THE UNSURABLE MATE EXISTING POND WILL BE DRAINED, AND GUiiER, CORNER ,I 7T~ NCGS MONUMENT (TYP.) NAD 83 (2001) TEMP. GRADING ~ WALKOVER' UNSURABLE MATERIAL REMOVED AND COORDINATES EASEMENT ~ ~ '
N - DISPOSED OF AT AN A SITE DATA ®F, ~ AND ACCEPTABLE FlLL 'OSED OF AT AN APPROVED FACILITY N-818085.286 560.35 SF ~ ~ _ er ' ACCEPTABLE FlLL MATERIAL WILL BE N/T E-2148093.919 Q N/T ~
o # - RM PROP05ED CITY OF `.PLACED AND COMPACT TOTAL LOT AREA: 38.58 AC ~arw~~ : n~ AND TO BRING AREA 1 DUDLEY, ALBERT ALLEN CGF•0.99994276 ~ ~CHLF, SCOTT QED AND COMPACTED TO FlLL VOIDS PIN 184„8,056 ; ~ PIN ,84,8„859 701 Corporate Center Dr., Suite 163
U RALEIGH 20' PUBUC ~I UTILITY EASEMENT To BRING AREA ro RouGH GRADE. zoNIN~ RC 'N'N~: R o Raleigh, North Carolina LAND USE: RESIDENTIAL ~ ~ ~ _ USE: RESIDENTfA~~
o ~ _ ZONING, C.U. R-10 (15.46) (RCWPOD) i
~I ~ _ ~ _ _ ~ C.U. R-8 (23.12) (RCWPOD) ~ ~ ' THESE F a 27607 THESE PLANS HAVE BEEN APPROVED FOR CONSTRUC110N ~
a ~ pUT LA AVERAGE LOT SIZE; 9,488 SF C.U. R-8 (RCWPOD) BY THE a- t LILI 12,264 SF C.U. R-10 (RCWPOD) o ~ - BY THE TOWN OF WAKE FOREST N/E ~ V 919-854-0811
.n _ v.. DUDLEY, ALBERT ALLEN ~ N/F - PfN 1841787056 11 PIN #RNBR LUfS
2 . - ~ - _ NUMBER OF LOTS: 73 C.U. R-8 (RCWPOD) PUBIIE 70NIN(; R~ F~ 47R>„_ n ~nnQ oc~ r,-,.~~., i~,.
c , 31 C .U. R-10 (RCWPOD) AND USE, RESIDENTIAL AND USE c: R-1048
TOTAL LOTS: 104 SINGLE FAMILY U ENGINEE ENGINEERING DEPARTMENT DATE J RESIDENTIAL GRAPHIC SCALE
rn ACERAGE: N7 - , PfN ~RNg4187LU/S 50 190 2W
PUBLIC R 6.98 AC FIRE PRI PUBLIC OPEN SPACE: 4.12 AC 07 FlRE PREVENTION DATE - LRUD uRE RESiDEN~ AL 1 incIN FEET
rn PRIVATE OPEN SPACE: 3.07 AC AMENITY SITE: 0.63 AC h • 100~ft , - 1-1 11-11 N /F
LOTS: 23.78 AC SUBDIVI! C) SUBDIVISION ADMINISTRATOR DATE p1NRNBR Luis [T LE:
0 o NOTE: PRIVATE OPEN SPACE AND COMMON AREAS WILL BE c0 4187 ELLIS, JULIE G. & DANIEL A. SAFRIET LA E c. 039 D us R R , DWG. N0: C.1.0
TREE PRESERVATION ENLARGEMENT PLAN 1 20-0OWNED AND MANAGED BY HOME OWNERS ASSOCIATION. CITY OF 10 CITY OF RALEIGH UTILITIES DAIS PIN g: 1e41781057 J °ENTAk SHEET 4 ZONING:
LANG use OF 35 RESIDENTIAL - JOB. NO: 06020.00
CL

PROJECT NOTES STORM DRAINAGE SYSTEM TABULA EM TABULATION STORM DRAINAGE SYSTEM TABULATION
STRUCTURE ELEVATIONS STRUCTURE ELEVATIONS
1. ALL EXISTING VEGETATION IN BUFFER AREAS TO REMAIN IN UNGRADED AREAS. STRUCT. AREA, RAT. q-10, CUMUL. PIPE PIPE PIPE VEL., - STRUCT. TYPE ACRES COEF. CFS CFS DIA. LENGTH SLOPE FPS TOC VEL, STRUCT. AREA, RAT. 0-10, CUMUL PIPE PIPE PIPE VEL, FPS TOC/TOP INV. IN INV. OUT STRUCT. TYPE ACRES COEF. CFS CFS DIA. LENGTH SLOPE FPS TOC/TOP INV. IN INV. OUT
2. ALL STORM DRAINAGE LOCATED OUTSIDE THE PROPOSED STREET RIGHTS-OF-WAY - - - - -
SHALL BE PROVIDED WITH PRIVATE EASEMENTS. WIDTHS AS PER TOWN OF WAKE 50g CB 0.40 0.70 2.0 377 372.86 - 369.19 202 CB 0.45 0.70 2.3 395.73 - 392.06
FOREST REQUIREMENTS. 508 DCB - _ _ 2.0 15 22.83' 0.61X 3.9 377 3.9 2.3 15' 120.00' 0.50X 3.7 372.86 369.05 368.30 203 CB 0.47 0.70 2.4 396.95 391.46 391.26
3. ALL EASEMENTS WITH PIPES AND/OR STRUCTURES SHALL BE CLEARED & 4.7 15' 32.83' 0.82X 5.2 0~ 201 CB 0.08 0.70 0.4 396.95 390.99 390.79
GRUBBED AND SEEDED. 503 CB 0.60 0.70 3.0 3.0 15' 22.83' 0.61X 4.3 373 5.1 15' 99.78' 0.90X 5.8 373.89 - 370.22 101 CB - - - 398.10 389.89 389.69 y 4.3 373.89 370.08 366.48
504 CB - - - 373 4. THIS SITE IS LOCATED ADJACENT TO FEMA DESIGNATED FLOODPLAIN ZONE "AE" PER
FIRM ~37183C0177E, MARCH 3, 1992. THIS SITE IS LOCATED IN ZONE "X". 512 CB 0.68 0.70 3.4 377 104 DCB 0.90 0.70 4.6 400.95 - 397.25 377.92 - 374.25 105 CB 0.33 0.70 1.7 4.6 15' 2283' 0.53X 3.3 400.95 397.13 396.93
3.4 15' 181.74' 2.04X 6.9 6 6.9 6.3 15 79.77' 2.80X 7.1
5. EXISTING VEGETATION AND NATURAL AREAS SHALL BE PROTECTED TO THE 510 DCB 1.02 0.70 5.2 8.6 18" 116,08' 1.29X 7.3 374 GREATEST EXTENT POSSIBLE AND THAT MINIMUM CLEARING OF LAND SHALL 508 DCB 1.08 0.70 5.5 16.1 24" 108.26' 0.60X 6.3 377 7 3 374.22 370.55 370.30 102 CB - - - 399.59 394.70 394.45 6 6.3 372.86 368.80 368.30
BE UNDERTAKEN DURING DEVELOPMENT. EXISTING TREES GREATER THAN 24" DIAMETER 507 CB 0.25 0.70 1.3 17 4 24" 0.60X 6.4 374 6 6.4 374.03 367.65 367.45 107 CB 0.79 0.70 4.0 406.09 - 402.42
TO BE PROTECTED TO THE GREATEST EXTENT POSSIBLE OUTSIDE OF THE LIMITS OF 504 CB 0.11 0.70 0.5 127'39 373 GRADING FOR PROPOSED RIGHT-OF-WAY. 20.9 24 152.07' 0.90X 7.8 373.89 366.68 366.48 106 CB _ _ _ 4.0 15' 3283' 0.61X 3.8 406.09 402.22 402.02 6 7.8
502 CB 0.26 0.70 1.3 222 24 9.31X 19.57 371 19 57 371.20 365.11 357.63 e
501 ~ - _ - 124.92 351 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF WAKE FOREST 3.1 12' 23,36' 0.98X 5.11 STANDARDS AND SPECIFlCATIONS, LATEST EDITIONS. 500 FES - - - - 6 5.11 351.00 346.00 343.23 109 CB 0.42 0.70 2.1 414.16 - 410.49 - - 343.00 108 2.1 15' 3283' 0.61X 3.7 414.16 410.29 410.09
CB 0.34 0.70 1.7 3.8 15' 165.92' 4.74X 9.4 1 ~ CB 0.12 0.70 0.6 406.09 402.22 402.02
7. PROVIDE GRAVEL AND HARDWARE WIRE FlLTER ON ALL CATCH BASINS. 501 JB - - - 351 351.00 346.00 344.18 8.4 15" 16207' 4.52X 11.9 399.59 394.70 394.45 L 18.23 102 CB 0.08 0.70 0.4 15.1 18" 7296' 2.91X 10.9
499 FES _ _ _ 19.1 18 49.57' 8.43X 18.23 8. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF EXISTING PUBLIC - - 3~•~ 101 Cg 0.08 0.70 0.4 398.10 392.33 389.69
UTILITIES PRIOR TO ANY EXCAVATIONS, GRADING, OR INSTALLATION OF UNDERGROUND 20.6 24" 143.60' 5.01X 10.7 386.50 382.50 378.58 99 JB - - - 2.9 12" 54.27' 1.07X 5.05
UTILITIES ON OR ADJACENT TO THE PROJECT. 409 CB 0.84 0.70 4.2 4.2 15" 24,83' 0.61X 4.6 39( 6 4.6 390.22 - 386.55 98 FES - - - - - 378.00 390.22 386.41 385.44 OaRO~/',,~
9. ALL CATCH BASINS SHALL BE NCDOT 30-INCH WIDE STRUCTURE WITH BICYCLE 408 CB - - - 39( 386.50 382.50 379.28 ~0 ~9 99 JB - - - 18.3 18" 20.00' 6.40X 16.21
FRIENDLY GRATES. GRATES, FRAMES, AND BOXES SHALL BE CERTIFlED NCDOT APPROVED. 407 DCB 1.13 0.70 5.7 5 7 18" 387 6 5.1 382.08 - 378.16 100 FE$ - - - - - 378.00 ;°°~pOfE
10. ALL PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED. 406 CB - _ _ 22.83' 0.61X 5.1 387 382.08 378.02 377.52 ° e °
11. NO CLEARING IS ALLOWED IN TREE SAVE AREAS, I.E. NEUSE RIPARIAN BUFFERS OR 404 DCB 1.07 0.70 5.4 384 311 CB 0.14 0.70 0.7 391.55 - 387.61 =
ANY OTHER DESIGNATED AREAS. 405 JB - _ _ 5.4 15" 56.60' 5.18X 11.1 381 6 111 384.28 - 380.61 310 CB _ _ _ 0.7 15 47.81 0.56X 3.6 391.33 387.34 387.14 \ 381.63 377.68 376.93 f1gy fa Ov ;
12. CONTRACTOR SHALL CLEAR AND GRADE STREETS AND RIGHT-OF-WAYS FlRST, THEN °0eeseo°°°
BUILDERS SHALL CLEAR INDIVIDUAL LOTS AS NEEDED FOR CONSTRUCTION OF HOUSES. 401 CB 0.17 0.70 0.8 0.8 15" 0.87X _ 37~ 308 CB 0.29 0.70 1.4 382.04 - 378.37 FR CP~,~ ` 377.87 - 374.20 1.4 15 3281' 0.61X 3.6 Q FRAM r _ 307 CB - - - 382.04 378.17 377.97
402 CB - _ _ 22.83 37-i 13. ACCESS TO EXISTING EASEMENTS MUST BE MAINTAINED AT ALL T1MES. 377.87 374.00 373.25 03_20_2008
302 DCB 2.17 0.70 11.0 371.83 - 368.16
14. IN AREAS WHERE LEVEL SPREADERS BORDER EXISTING SANITARY EASEMENTS, PLEASE 411 CB 0.56 0.70 2.8 2 B 15" 22,83' 0.61X 4,4 39f INCLUDE WASH STONE ACROSS THE EASEMENTS TO HELP WITH ACCESS CONCERNS. 410 CB 0,15 0.70 0.8 3.6 15" 180.00' 5.12X 10.2 39f 6 4.4 398.86 - 395.19 300A _ _ _ 11.0 15" 109.53 O.68X 4.5 372.45 367.41 365.99
408 CB 0.12 0.70 0.6 g 4 15" 240.13' 2.99X 10.1 39L 6 10.2 398.86 395.05 394.85 390.22 385.64 385.44 313 CB 0.27 0.70 1.3 393.50 - 389.83 Peter D. Fraccaroli
15. SEE SHEET 21 FOR PLAN AND PROFlLES OF STORM DRAIN OUTFACES AND ROAD "C" 406 CB 0.16 0.70 0.8 387 i 10.1 1.3 15 3283' o.s1X 3.8 PROFESSIONAL ENGINEER
CULVERT. 405 JB _ _ _ 14.9 24 52.39 0.74X 6.9 381 6 6.9 382.08 378.27 377.52 312 CB 0.27 0.70 1.3 393.50 389.63 389.43 381.63 377.13 376.93 310 CB 0.13 0.70 0.6 2.6 15" 174.44' 1.20X 5.6 391.33 387.34 387.14 L 11.1 3.1 15" 14203' 1.07X 6.5
402 CB 0.17 0.70 0.9 20.3 24 168.40' 2.07X 11.1 377 6 _ 377.87 373.45 373.25 309 CB 0.13 0.70 0.6 390.95 385.60 385.40
403 FES - _ _ 22.0 24" 39.40' 1.OOX - tik - - 372.85 3.8 15" 218.53' 3.31X 10.1 307 CB 0.48 0.70 2.3 7.5 15" 382.04 378.17 377.97
ti" ~-5~~ ~ a" 413 JB - - - 387 306 CB 0.07 0.70 0.3 57.29' 8.47X 15.8 376.79 373.12 372.87 367.00 364.15 363.95 7.B 1B 104.30' 1.33X 7.8
~v~j 20.0 24" 11.98 7.93X 17.9 r9. ~~-5 415 FES - - - - L 17 9 305A CB 0.37 0.70 1.8 g 6 18" 375.40 371.48 371.28 - - 363.00 3058 CB 0.41 0.70 2.0 130.12' 1.61 X 8.6 374.05 369.19 368.69
~ na,S~E~" o s~~ ~ ti~ ~ ~ ~ , 304 CB 0.23 0.70 1.1 11.6 24~' 33,38; 0.81X 7.0 373.83 368.42 368.22
- - " 374 416 RS - ° 22.0 24 30.00' 1.OOX - 374.00 370.00 369.80 127 24 6266 0.81X 7.2 ~ _ 303 CB 0.04 0.70 0.1 128 24 8213' 0.79X 6.78 372.94 367.71 367.51 THE MEADOWS
yv 1 417 FES - - - - - - 369.50 301 CB 0.10 0.70 0.5 371.83 366.86 366.66 13.3 24 58.43' 0.80X 6.87
~ °w ~ YARZZV, onvlo R. nNO vaNZSa M. ~~hw) FES#499 ~ PiN ry. 18417976n 300A CB 0.10 0.70 0.5 24.8 24" 120.60' 7.40X 18.53 372.45 366,19 365.99
PROPOSED TREE ~ _ ZONING: RD LINE /TREE SAVE ,\\i ~ z ~o use RESiDENriAz 300 JB - - - 362.00 357.06 353.54 299 ~ _ - - 3.4 12" 54,23' 1.ooz 5.2 - _ 353.00 CONSTRUCTION PLANS
l~ ~ ~ JB#501 ~ ~5 ~ AREA, (IYP.) ~ r , ~
L.'' -PR ~ 5 OP. TOWN OF WAKE ~ ~ 300 JB - - - 218 24' 362.00 357.06 354.32
°a ~ FOREST 20' PUBIJC a i y" ( STORM EASEMENT ~ ~ ~ ~ ~ ~ 298 FES - _ _ 21.00' 1.52X 9.82 - _ 354.00
~ ~ ` ~ i
~ \ 99 . ~ _ ~ ~ 98 ~ ~o ~ tE~ NOTES: IN
OPOSED PRNATE= ~ os ~ ~ ~~~-5 s~s~ ~ r- NTENANCE ACG`ESS AND ~ ? ~ I \s'~~~ s~E 1. VALUES BASED UPON RATIONAL FORMULA; 5 MIN. i1ME OF CONC., RAINFALL INTENSITY (I) = 7.22 IN/HR,
RMDRAIN E~900 ? ~ ~ 6°za o~~V`~ow~s`" RUNOFF FACTOR, (C) =VARIES, AREA (A) =VARIES Wake Forest
~ 97 100 ~ ~l ~ 2. ALL STORM DRAIN PIPE SHALL BE CLASS III RCP ,
~ ~ ~ . ~ ~ rosED sro~°° .~.,r~.~ , ~ o 50 ROADWAY E 3. CB: CATCH BASIN; FES: FLARED END SECTION; EX CB: EXISTING CATCH BASIN, END: END OF PIPE, RS: RISER North Carolina
~ ° ~a * \ ~ s~~ ~ i STRUCTURE, JB: JUNCTION BOX, DCB: DOUBLE CATCH BASIN
CB#502 a j` CB#401 Wake County
101 / s 96 ~ TWO (2) 42" PROPOSED
30 29 28 27 26 ~ IwERrs sEE Dwc c.s a ~ , 31 FoR DESicN
BED _ B~0 RETENTION AREA #1 CB#504 25 CB#a02 j - - ~R OVERALL STORM
CB#503 (50 Rn,1, -25, I a B.g 24 s~ DRAINAGE PLAN
95 10 ~ ( -FES#417 N/F ~ i sMirR, zownRO e. AND zouisz r.
" ~ PIN 1841890142 LAND Usr. ~ \ / ZONING: RD '2 LAND usr.., _
~ I ~ ~ RS#416 znND use vncANr
FES#403 PROPOSED 20' TOWN 4 DCB#510 CB#512
OF WAKE FOREST STORM \II ~o ~ DRAIN EASEMENT ~'ti DCB#508 - JB#405 ; ~ 23 s , BIO RETENTION AREA #3 March 20, 2008
33 ` PROPOSED PRNATE MAINTENANCE ~ CB#507 32 34 35 ~ ~ ~ ACCESS AND STORMDRAIN EASEMENT.
CB#406 _ 36 22
~ 10 ~ - - ~ _ nnA ozN, ~annzs o rzRZSA A ~
_ _ r+~ :184791596 ` DCB#404 o zoNi 0v 21 ` _
9 zAND usE: v cANr ~ 0 DCB#407 eowMAN, FRANCis ti~ PIN # 1841882891 NCIs 12891
~ ~ 0 61 " © ~ zoNlNC: Ro f 92~ a~ 60 ~ ~ - 5~ 20 zANO use RzsiozNr~Az D ~ENr~AL
,o ~ 59 ~Q`.0 37 `ti ~ ~ . ~ ~ 104 ~ co ~P ~
BARNF 58 ~ Q P~' " 1i CB#306 (60"R ~RD `j. 19
nv .35. MI~~ R Q _
31 8 4oB • _ ~ - N0. DATE DESC.
18 ~ . _ _ a ,
- ~ 39 ~ 0 9 _ " is ~ \ ` ' _ - - ~ 1 0-19-07 1st DWQ SUBMITTAL
• 17 q ~ - 1 ~ CB#307 ~ ~L ` 2 0-26-07 2nd DWQ SUBMITTAL
• ~ » CB#311 4 ~ ~ ' ~ ~ C~, ~ 0 ' nj ~ ~ ~ ~ ~e ~S ~ ` 3 0-31-07 INITIAL WF CP SUBMITTAL
~ 1 ~ 74 56 CB#ao9 ~ 16 ;~~G SE2 - G ~
` tp ` ~ ~-.v ~ , NP PROPOSED TOWN .O 41 ` o ~p . ~ _ ~ ~ ~ . Q OF WAKE FOREST ~0 S ' " ~ 55 CB#410 4 1-18-08 3rd DWQ SUBMITTAL
i I ,f'F 90 20' PUBLIC STORMS ~N ~ 1 -`tip' - 5 1-22-08 WF & Ralei h Comments
~j ~ ' .DRAIN EASEMENT ~ 5 , C 75 ~(1 y CB#310 54 gA a 42 PROPOSED TREE LINE uNE 6 2-07-08 WF & COR comments
a. ~ . „i ~ PiN " 'n84 CB#411 ~ /TREE SAVE AREA, oA~ REA, N/7 L4 DAMS, ~ovcE A. 7 3-20-08 4TH DWQ SUBMITTAL
CB#305A N z ~N 14 ~ = ~P'~ PiN # ~1 CB#313 D u° ~ z 43 1 : z PIN 1841882503 zoNlNC RD 8 3-20-08 NCDOT SUBMITTAL
~s ~ i LaNO usE RESIDENTIAL
~ 7s Asa ti ti ~ o i. ~ 9~ 62 9 A 9s 44 ,
_ \ ~ ~ ~ CB#3056 ?y0 52 ti ~ i 13 U i ~ ~ CB#312 , ~Q . '9 ~3 ~ I 3 .
i ~ a e, d ~ is ~ ~ ~ ~ I_ E ~.TING fc.E `w ~~j~ 63 6+~~ 4 l N~F
~ 'EMAIh ANG TU SE ~ B 77 / ~ 51 5 ~ ° ?kOTECTED ~ 3 9 ~ ~ - _ WAKE ELECTRIC . MEMBERSRIP CoRP ~ SUBMITTAL SET
PIN 1 841 88 51 5 7 ZONING: R-15
0 64 ~ '90 i2 i ~ 50 Q l ~B#304 E~ 7$ ~ s LANG use vACaNr
CB#202 46 v s , t I
r. ~ - PREPARED FOR:
" \ C9#303 65 0 49 11 is a ~ EXISTING TREE TO I i
~ BIO RETENTION AREA #2 79 66 REMAIN AND TO BE r: 6 ; ~ 1ST AtuIERICAN BUILDERS . _ ~ ABBREVIATION LEGEND
l i3li ~ ~ 'DCB#302 ROTE B# 03 - PROPt1~cD TREE ~ iuF~ ! ~ ~.L#301 1 ~ - % ~ _ - _ - ; r NSF 2514 Reliance Avenue GUETTERMAN, CHAD T.
~ TrtEF 9nVE ~RF"., j A _ ~ ~ l ~ 48 i N N/E ~ IN y: 1 1 841 88 41 24 ,y, FES FLARED END SECTION ApeX, NOrth Car011na 27539 IN, JEREMfAH AND NANCY L % ^ ~ NING: CU R-16 _
°o ppnan~CG PRn:nfE ~ 2 67 ~ nMMON, JEREMfAH nNO N • ~ 2 EXISi1NG TREE TO ~ ~ ; ~ Mn~~: E,.niV(,E A~~E$$ Ah~ ~ ~ PHa E 2 I _ PfN 1841880343 P1N 1841880343 ~ LAND USE: Re JTIAL - CB CATCH BASIN 919-303-8525
o r~^- ~ '`f 80 ~ ~ REMAIN AND TO BE CB#201 47 i STORMDRAIN _ti~11ENT. \ R1 PROTECTED ~ zoNlNC: RD zoNiNC: RD - f tiu use RESIDEN7IAL 1 DCB DOUBLE CATCH BASIN
l 85 N m PHASE SAND use RE~IDENTI, C9 1 ~ 68 o ~ ~ ~ ' r CB#105 ~ \ _ N _
MooRE, uA~ Es A. JB JUNCTION BOX - - _ _ . - ~ PIN 1 8 41 88 40 26 „„„„„„m„
U FES#299 ~ - 69 g - - _ _ _ - - rn \ ~ i ~ \ CB#101 - - - - ~ ~ ZONING CUR 15 _ - - ~ LAND USE: RESIDENTIAL _ - 1
3 _ ~ _ - -o ~ \ 64 I CB#300A 81 ~ `DCB#104 - - 1 a _ r•
o ~ 7 - - - 4 M \ \ N/E 1 Rp Roar : ~ RIGROP, DAN ; D -I 701 Corporate Center Dr., Suite 163
~ e. ~ ,Y, ~ ~ ~ p MILL ~ 83 82 \ ~ s BARNFOR ! PfN 184188 ram„ .~~~-e~ ~ ~,1 % j ZONING CD R-~~ Raleigh, North Carolina
o - ~ e CB#107 (60' RIW • 35'6-B) ss ~ ~ ~ ~ os CB#109 i~ PROP. TOWN OF WAKE ~ \ ~ ~ s LAND usE: RESIDE 1AL 27607
~ 0 ti ~ ~ c ti FOREST 20' PUBLIC t___ / ~ ~ Y s 71
d ~ 55 STORM EASEMENT _ i \ ~ JB#99 CB#102/ f o ' ~ ~ S ~ ~ r l~ o N 919-854-0811 ' e ' THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
t i ~ ~ FES#298 ~ o JB# ~ ~ BY THE TOWN OF WAKE FOREST
2 ~ ~ _
f m _ SAT
o / II DRAIN EASEMENT U GCB#106 i FES#100- - GRAPHIC SCALE
0) PROPOSED P ATE I so 10 290 ---DA ENGINEERING DEPARTMENT
MNNTENANC ACCESS AND i. - CB#108 STORMD EASEMENT. j ( IN FEET
NF BIO RETENTION AREA #4 J ELLIS, JULIE c. A iD 1 inch - 1008. FIRE PREVENTION
DANIEL A SAFR -T C) PIN 1841781057 N /F DUD DD A84 1 787 0 5 6EN If N/F [TEE:
C) PROPOSED 20 TOWN ZONINC: RD BET PROPOSED CITY OF ROHLF, SCOTT # 1841871859 s SUBDIVISION ADMINISTRATOR DWG. NO: C 3 0
C) OF-WAKE FORESTr STORM LAND USE: RESIDENTIAL RALEIGH 20 PUBLIC zoNlNC: RD ""DRAIN EASEMENT; UTILITY EASEMENT AND USE: RESIDENTIAL - - 10 0 IZUSE: R-10 SHEET 8 OF 35 AND use RESioENriAL
a JOB. N0: -6A 06020.00 MUM UTIUTIES CITY OF
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/J ~ ~ _ ` - ~ 03-20-2008
~ ~ ~ ~65 , t Peter D. Fraccaroli
~ ~ '~o~ PROFESSIONAL ENGINEER
' / a ~
8 9 I
WEST CU~V

....WEST. CU~VER
~4 \
i S~ ~ - ~ THE MEADOWS
/ ~
. _ ~ ~ g ~ ~ CONSTRUCTION PLANS
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GRAPHIC SCALE ~o o ~o ti IN
o~
GRAPHIC SCALE ~~h ~ o'~. Wake Forest
1 0 ~o ti
0 ( IN FEET ) North Carolina
1 hch ~ 7A ft.
CU LVE RT H EADWALLS -PLAN Wake County
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKE FOREST
PLAN & PROFILE -
CULVERT CROSSING
J
N
J ~ ~ ~ March 20, 2008
c0 ~ ~ DO O N N t0 O
c0 ~ a O r to ~ ~ c0 ~
cN0 ~ N ~ c0 ~ 00 Oi ~
380 rn o 380 Sao 380
~ w~~M r oo J ui o ~ ~ m
~o >o~ rn ~ o ~ o ~ ~ ~ ~ N
~ ~o, ? wr~~o ~ ~o ~ w w z ~ Z ~ ~ o
o Z m ~ ~ ~ ~ ~ co ~ ~ ~ o ~ ~ ~ vlaa> ~ ~ W ~o~ Z o ~ ~ ~ ~ m nON~j ? QOM , N0. DATE DESC.
a~oZ ~ ~ m ~~M W n o wcn~_ W es. ~ a a r~ ~ a a~ ~ 1 0-19-07 1st DWQ SUBMITTAL
00 ~ O? J O~~W J ln~ W QOQ~J Q~Q J ~ u~~ > ~ ~ 3 ~u~i..W 3 ~u~i..w a ~ a J 380 Z o m+•> o m+•> o ' 380
375 w w 375 ' ~ „ ' ~ , - 2 0-26-07 2nd DWQ SUBMITTAL
FINISH GR E ? O~~Z ? O~ Z Z~ W~ Z~ a o ° z m +o~ ~ aaa ~ ¢aa . + ~ , ~ W r a ~ ° w ~ Z ~ w ~ 3 0-31-07 INITIAL WF CP SUBMITTAL
Q o c~ Q o c~ Z ~ w roox w roox F a Q ~ ~ ° " ~ ~ ~ ~ W ~ ~ ~ ~ w 4 1-18-08 3rd DWQ SUBMITTAL a oaMw
W FOOX p W FO X PROVIDE SWALE EHIND ~ ~~~W N$ Np ~ W W FO X J ~ w PROPOSED FILL 3 °o~ •:W
TOP OF ALL: WALL TO KEEP W TER w ~ ~ ~ ° > 0 5 1-22-08 WF & Ralei h Comments ALONG TOP OF ? o ~ ~ z ~ ~ ~ m
371.00 FROM PONDING ~ WALL a a Q a ~ ~ ~ W ~ 6 2-07-08 WF & COR comments
PROP SED ~ ~ ~ ~ 370 8 DIP W TER 370 370 370 w roox
i VZ p2 ~Z ~z 7 3-20-08 4TH DWQ SUBMITTAL ~
PROP SED 8" ~ ~ z ~'z ~ 8 3-20-08 NCDOT SUBMITTAL
SANITAR SEWER ~ ~ o ~ ~ PRO OSED FILL 111---111 ALONG TOP OF A J
= TOP OF ALL: i
368.50 ~ ~ a , f' i ~ PROPOSED GROUND WALL Y V
r o
a 365 365 ~ 37D 370 SUBMITTAL SET
$ i P Q EXI TING GROUND i A PROPOSE FILL ALONG F CE EXISTING GRO ND
42" RCP CULVERT (EAST) G OF WALL
LEN: 129.70' PREPARED FOR:
a SLO E: 3.08%
N - INV N: 365.00 1ST AtuIERICAN BUILDERS
N 42' RCP CULVERT (WES) INV UT: 361.00 360 360 360 N 3so 2514 Reliance Avenue
o LE :132.68' NOTES: Apex, North Carolina 27539
SL PE: 3.01% IN IN. 365.00 1. SET IN RTS AND OUTLETS 12"BLOW 919-303-8525
IN OUT: 361.00 STREAM BED TO ALLOW FOR AQUATIC LIFE
M NOTE: NOTE: SED SEGME TAL RETAINING 1. PROPOSED SEGME TAL RETAINING
2. PROPOS D SEGMENTAL RETAI ING 1. PROPOSED SEGME TAL '0 WALL TO ACT AS HEADWA ~ WALLS TO ACT AS HEADWALLS ACT AS HEADWALLS WALL TO ACT AS H ADWALLS
~ ~A~'~~ E~~~ (DESIGN B OTHERS) DATUM ELEV (DESIGN BY OTHERS) BY OTHERS) Df~TUl?1 ELEV (DESIGN BY OTHERS ~
~3~~. 00 355.00 360. DD a ~ _ r• ~
0 701 Corporate Center Dr., Suite 163
U N O M ~ ~ r O N 00 O O t N ~ ~ ~ N ~ m m ~ ~ ~ o Raleigh, North Carolina
N N N ~ l0 O 00 l0 O O 00 ~ ~ ~ ~ ~ ~ ui ~I O O O O O O O O O O O O ~ ~ ~ ~ ~ ~ ~ ~ r~ i'l M ~ M M M M ~ ~ ~ M
~ ~ M ~ ~ ~ M ~ ~ ~ ~ ~ c 0 n ~ n ~ ~ ~ ~ n ~ 27607
d c 0 919-854-0811
'u
2 Q~F(1 1(1~(1f1 1(1~~,(1 11 ~fl(1 11 ~~,fl 1 O~(1fl 9+50 10+00 10+50 11+00 11+00 9+50 10+00 10+50 11+00 n ~nnQ oc~ ~ i~
SCALE: SCALE: Q)
u HO HORIZONTAL: 1"=10' HORIZONTAL: 1"=10'
ml V 3 VERTICAL: 1"=10' VERTICAL: 1"=10'
rn y , SCALE:
HORIZONTAL: 1"=50' o CULVERT PROFILE CULVERT OUTLET HEADWAL EADWALL- CU LVE RT I N LET H EADWALL R LE:
o VERTICAL: 1"=5' N
° LOOKING UPSTREAM STREAM 10 0 10) (LOOKING DOWN STREAM) DWG. NO: C.6.0 SHEET 18 OF 35
JOB. NO: 06020.00

~ ; Capped Clean
' BIORETENTION CALCULATIONS / / ~ , ~ ~ ~ ~ / cw S Grass Out Pipe 3:1
CB# 5~~ / DRAINAGE AREA = 4.4 Ac
12" Ponding
_ ~ ~ CALCULATE VOLUME OF RUNOFF USING THE SIMPLF fG THE SIMPLE METHOD
~ / ` ~r ; . \ \ Rv = 0.05 + 0.9 (Ia) Fill Soil Media
~ ~ Mix: 85-88% Sand Filter Fabric I 8-12% Fines (or choking
` ~ Ia = IlVIPERVIOUS FRACTION = 0.29 ~ ~ ~ Rv =RUNOFF COEFFICIENT 3-5% Organic stone) Depth: Grass=2'
- FERRY COURT ~ ~ ' _ + - Rv 0.05 0.9 (0.29) - 0.31

~ ~ \ RE UIRED VOLUME TO BE TREATED ~ ~ Q 4. °shed .Sand '
10" #57 Stone
4" Perforated Underdrain 2'+ Distance to
• PROPOSED UNDERDRAIN - Rd =RAINFALL DEPTH in ~ ~ ( ) ~ti ~ A =DRAINAGE AREA Ac In Situ Soil Water Table
. ~ G i p ( ) d~' ~ ~ Q : Rv 0.31(SEE ABOVE)
PROPOSED BIO RETENTION AREA #1, o~ ~ ~ i V = 3630(1")(0.31)(4.4) Water Table
,-PROPOSED PRIVATE MAINTENANCE , / J o . ~ j ~ V ,95 C
,i IACCESS'AND STORMDRAIN EASEMENT D~ ~ f ~ 3:1 SLOPE° ~ e i ~ r
4`~n ~ ~ , ~ PROVIDED AREA TO TREAT REQUIRED VOLUME ~ ~ ~o i FES# 500 / ` VOLUME BIORETENTION CONCEPTUAL LAYOUT: CROSS SECTION
~ ' I ~ ~ „ / , o ~x ~ ~ ASSUME 1-FT STORAGE DEPTH IN BIORETENTION AR] ETENTION AREA NOT TO SCALE
~ 12 ~ _ I i I 4~" RCP ~ 1 i . /
~ 1~ ~ p / . ~ ~ / ~ ~ AREA = VOLUME/DEPTH
CB# 502 ~ / ~ t/ w AREA - 4,951 CF/l FT BIORETENTION SPECIFICATIONS ;''~~~N CARp~''-, ` Q e°°eeeee°° ~~j ,i
I 2p p / ~ AREA =4,951 SF ~ ~ AREA LOCATED IN THE NRBB WILL ` ~°e°_niESSI •°e
~ ~ FO IC ~ / ~ ~ ~ / ' RE$T ~oyy~ ~ BE CONSIDERED OPEN=SPACE AND .ILL A. PLANTING SOIL 0 0 e e ~ e
~ ~ Sl' OF ~ l ~ BE OWNED & MAINTAINED BY THE MEADOWS ~ 0
/ . ~ - ~ ~ l ~ ~ RM ~ ~~~wqk~~ ~ - ~ HOME Owr~ERS AssoeIATION ~ UNDERDRAIN CALCULATIONS & NOTES / ~ ~ y~ Rq(N _ ~ - o ~ f ~ N OT ES The soil mix should be uniform and free of stones, stumps, roots, or °e other similar material greater than 2 inches. ~ ° ~I E
S ~ ~ _ / ~ • FMFN ~ I 1. ALL UNDER DRAIN PIPING SHALL HAVE A MINIMUM VE A MINIMUM SLOPE OF 0.5% AND SHALL BE CONSTRUCTED ~'•,,~F,p°°°°°°°°°~°~ CP~O,~
~ T ~ ~ / ° ~ ~ o OD SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC PIPE. ALL PVC PIPE. The planting soil should be a homogenous soil mix, by weight, 0. FRAM
/ ~ ~ JB# ..501 1 consisting of: ~ ~ ~
/ ~ ~ C ~ 2. A MINIMUM OF FOUR ROWS OF PERFORATIONS SHE ORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF 85-88% SAND 03-20-2008
/ , . ~ ~ROPOSED C/O` (TYP.) ~ ~ THE PIPE. / _ / ~ 8-12% FINES (SILT & CLAD
ROP ED EMERGENCY Tom/ \ SPILL AY ~ n- 3. PERFORATION SHALL BE PLACED SIX INCHES ON C 3-5% ORGANIC MATTER
/ ~ o ~ o. ` Gy SHALL BE 318-INCH IN DIAMETER ;INCHES ON CENTER WITHIN ROW FOR ENTIRE LENGTH AND Peter D. Froccaroli The planting soils should be analyzed in a lab for Phosphorus. The PROFESSIONAL ENGINEER
/ ~ FE 499 v ~~Y i P-Index for bioretention should range between 10 and 30.
3:1 SLOPE _ \ - ~ ~ ~ v CALCULATIONS SECTION 5.7 OF NCDENR BMP MANU, _ _ _ ~ , ~ ~ `i'~-, 2.1 SLOPE ( JR BMP MANUAL
Planting soil media should be at minimum a depth of 2 ft.
I ~ _ ~ -FS*C* ~A
I / ~ \ _ „ After planting soil has been placed permeability should be tested and should fall between 0.52 - 6 it1/hr, l-2 it1/ht' is preferred.
~ I ~ , _ ~ ~ - 29.0 CFS A Q I ~ / /
O ~ , D= 16* ~ I \ i ~ dF' ~ ~ B. PLANTS TH E M EAD OUVS
I ~ - _ y ,,a
I ~ ~ ~ ~r'`` Centipede grass sod should be installed in the Bioretention areas.
~ ~ ~ ~w ~ - * * 3/8 I _ _ ~ ~ ~ D - 16 (29.0) (0.011)
~ I ~ ~ n ~ I - - - - I • ~ ~ (0.005) 0.5 ~ ~ _ - ~ ~F ~ Sod should be stored, installed and maintained according to local CONSTRUCTION PLAN S manufacturer's standards.
~ ~ ~ r s
~ ~ D = 4.9 ~ c PROPOSED BYPASS"SWALE, , Centipede sod, at a minimum, should be watered every other day until
\ / ~ ~ ~ ~ SEE TYPICAL SECTION, DWO G.8.4 ot£ USING TABLE 5-1(NCDENR BMP MANUAL) INSTALL T' ~L,) INSTALL TWO 4" PIPES the sad is fully rooted.
` flF FOR DETAfL & .CALCULATIONS. 2.1-SLOPE [N
Fertilizer should contain moderate amounts of nitrogen and phosphorus. ~ p ~
A 15-0-15 fertilizer is recommended and should be applied at a rate not Y Y a ke Forest
BIO RETENTION AREA #1 -PLAN VIEW ~ ~ I~ to exceed 0.5 lbs of N/1000sf/yr.
SCALE: 1" = 30~ ~ O ' ~ North Carolina
y0 ~N~~ Sty O . co
0 15 30 60 FEET N I~ ~ ~ Wake County ONE
ZO
360 360
QU ~ O» ~ o ~ ~ ~ BIO RETENTION AREA #1
~~ZZ
+ ~ ~ ~ ~ ~ CALCULATIONS AND ~o~ o~r~
~ zoo DETAILS
mQO»>
370 3i 370 ~~~zzz
March 20, 2008
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE 350 350 o N0. DATE DESC.
~ ~ 1 0-19-07 1st DWQ SUBMITTAL
00 ~ 2 0-26-07 2nd DWQ SUBMITTAL
~ 3 0-31-07 INITIAL WF CP SUBMITTAL
355 355 ~ ONE
360 3E 360 ° ~ 4 1-18-08 3rd DWQ SUBMITTAL
~o ~o~~~ W Q> 5 1-22-08 WF & Ralei h Comments
z' ~ 6 2-07-08 WF & COR comments
. r ~ ~ 7 3-20-08 4TH DWQ SUBMITTAL
0 o°r~.. ~ z»
~ _00 8 3-20-08 NCDOT SUBMITTAL
a QU , m~0»> ,
o ~~~ZZZ
o EXISTING GRADE v oe Ge DW
Q D,P
~ ~ V V TOP OF BEM = 345.00
• ~ o a ~ ~ 340 340 SUBMITTAL SET
O Qj
a O G~ N (,Q • PREPARED FOR:
N P~ Q INLET P PE INVERT: 343.00
p PROPOSED GRADE SEE ST RM DRAIN OUTFACE • ~ ~ G o SE TIO VIEW FOR DETAILS ~ ~ N G Ln PROPOSED GRADE 1ST AMERICAN BUILDERS
0 345 345 0 ~P c~v BOTTO OF BIO pR POSED 3 + Q
M RETEN ON AREA. 343.00 CL AN OUT ~r O O ~ ~ ~ SCALE: 2514 Reliance Avenue
0 350 ~ 3~ o 350 ERTICAL: 1" = 30' Apex, North Carolina 27539
a'. U • DATIJ~l ELEV H RIZONTAL: 1" = 3' 919-303-8525
3 ~I II II W~ II II II Z 335.00 g+50 10+00 10+50
I II I v 3 3 I I m , 1r II II II ~J ~
U PROVIDE CLASS "B" I 11 II I I
o RIP RAP FOR FOREBAY J _ , BYPASS SWALE -SECTION VIEW ~ ~ ~ t
U ~I 701 Corporate Center Dr., Suite 163
N BOTTOM OF SCALE: Raleigh, North Carolina
c"v FOREBAY: 341.00 ' NI PROPOSED UNDE DRAIN
~ TO DRAIN INTO B PASS SWALE HO IZONTAL: 1 = 3 0 THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION 2607 BY THE TOWN OF WAKE FOREST
a o SALE: LEN: 3.36 919-854-081 l
VERTICAL: 1 " = 30' PUBLIC WORKS dr UTILITIES DATE
SI ~PF
V HORIZONTAL: 1" = 3' 12" A RCP U uuu D- D- uupl u.
ENGINEERING DEPARTMENT DATE
DA TU_IJ ELE[
FIRE PREVENTION DATE
335.00 10+00 10+50 11+00 11+50 DATUM ELE[' SUBDIVISION ADMINISTRATOR DATE
340,00 10+00 10+50 11+00 11+50 12+00 12+50
12+ 50 Ei EE: CITY OF RALEIGH UTILITIES DATE DWG. DLO: C.8.0
10 BIO RETENTION AREA #1 -SECTION VIEW A-A STORM DRAIN OUTFACE -SECTION VIEW SHEET 23 OF 35
SOB. NO: 06020.00

.L
PROVIDE CLA
RIP RAP FOR
350
DATUM ELS' L
34500 10+00
' 83
---------
----
FERRY COURT
JB# 300
CB# 300A
\ PROPOSED BYPASS SWALE
\ SEE CALCULATIONS AND '
\ DETAILS DWG C.8.4
END# 29�
24" RCFV \ i j All f
o I 1
24" RCP OF WAKE �-
�-N,G TOWN: � PROPOS�FEt�I��ENCY
v n 20' 'PUBv SEMENT I, SPILLWAY-�
`N EA
EST
OR
STORM A `�
FOR 5% PROPOSED NEUSE �.
2" RCP I BUFFER
� �
:1 SLOPE I
FES# 299 I
E51
8 4
L0
/ L - ----------
F
J
r
i
o
i PROPOSED PRIVATE MAINTENANCE
CB# 301 ACCESS AND STORMDRAIN EASEMENT
AREA LOCATED IN THE NRBB WILL
I BE CONSIDERED OPEN SPACE AND
I WILL BE OWNED & MAINTAINED BY
THE MEADOWS HOME OWNERS
I I ASSOCIATION
85
IPROPOSED BIO RETENTION
CB# 303 o AREA #2
F
PROPOSED UNDERDRAIN
f
i CB# 304 /
\ 86
PROPOSED C/O (TYP.)
'0
:
BIO RETENTION AREA #2 - PLAN VIEW
SCALE: 1 " = 30'
0
2
0 15 30 60 FEET
r- EXISTING GRADE
10+50
11+00
11+50
12+00
BIO RETENTION AREA #2 - SECTION VIEW A -A
350
i♦
370
360
DA TUM ELS'V
BIORETENTION CALCULATIONS
DRAINAGE AREA = 4.9 Ac
CALCULATE VOLUME OF RUNOFF USING SIMPLE METHOD
Rv = 0.05 + 0.9 (Ia)
Ia = IMPERVIOUS FRACTION = 0.29
Rv = 0.05 + 0.9 (0.29) = 0.31
REQUIRED VOLUME TO BE TREATED
V = 3630(Rd)(Rv)(A)
Rd = RAINFALL DEPTH (in)
A =DRAINAGE AREA (Ac)
Rv = 0.31 (SEE ABOVE)
V = 3630(1")(0.31)(4.9)
V = 5,513 CF
PROVIDED AREA TO TREAT REOUIRED VOLUME
ASSUME 1FT STORAGE DEPTH IN BIORETENTION AREA
AREA= VOLUME/DEPTH
AREA= 5,513 CF/ 1 FT
AREA= 5,513 SF
BIORETENTION SPECIFICATIONS
A. PLANTING SOIL
The soil mix should be uniform and free of stones, stumps, roots, or
other similar material greater than 2 inches.
The planting soil should be a homogenous soil mix, by weight,
consisting of -
85 -88% SAND
8-12% FINES (SILT & CLAY)
3-5% ORGANIC MATTER
The planting soils should be analyzed in a lab for Phosphorus. The
P -Index for bioretention should range between 10 and 30.
Planting soil media should be at minimum a depth of 2 ft.
After planting soil has been placed permeability should be tested and
should fall between 0.52 - 6 in/hr, 1-2 in/hr is preferred.
B. PLANTS
Centipede grass sod should be installed in the Bioretention areas.
Sod should be stored, installed and maintained according to local
manufacturer's standards.
Centipede sod, at a minimum, should be watered every other day until
the sod is fully rooted.
Fertilizer should contain moderate amounts of nitrogen and phosphorus.
A 15-0-15 fertilizer is recommended and should be applied at a rate not
to exceed 0.5 lbs of N/1000sf/yr.
INLET PIPE INVERT: 353.00
PROPOSED
PROPOSED BERM
- - - - - - - -
00 ��
N In
SEE STORM DRAIN OUTFALL
PROFESSIONAL ENGINEER
ELEV.= 355.00
.
Mix: 85-88% Sand
SECTION VIEW FORD
TAILS
(or choking
3-5% Organic
stone)
Depth: Grass=2'
March 20, 2008
O+N��
..
N
10" #57 Stone
DESC.
N .Ln
4" Perforated Underdrain
2'+ Distance to
O
PROPOSED
GRADE PROPOSED
+ N I�
0-31-07
INITIAL WF CP SUBMITTAL
4
CLEAN OU
OOCD
5
II
�I
I
II
II
3 3
�1 1�
II
II
CDI-O
S "B'
j BOTTOM OF BIO
4TH DWQ SUBMITTAL
8
3-20-08
FOREBAY
RETENTION AREA: 353.00
II
Ij
N �
2514 Reliance Avenue
- - - - - - - - - - - - - -
- - - - J L - - - - - - - -
- - - - - - - JJ
701 Corporate Center Dr., Suite 163
��Ln
27607
PROPOSED
UNDERDRAIN
'T EE:
BOT
OM OF
TO DRAIN
INTO BYPASS SWALE
FOR
BAY: 351.00
O rgrq
in
Ln L7
SCALE:
N r�
+(D
0-
VERTICAL: 1 " = 30
000-)
r-)
HORIZONTAL: 1" _
'
0-)
+
zoo
N
07
10+50
11+00
11+50
12+00
BIO RETENTION AREA #2 - SECTION VIEW A -A
350
i♦
370
360
DA TUM ELS'V
BIORETENTION CALCULATIONS
DRAINAGE AREA = 4.9 Ac
CALCULATE VOLUME OF RUNOFF USING SIMPLE METHOD
Rv = 0.05 + 0.9 (Ia)
Ia = IMPERVIOUS FRACTION = 0.29
Rv = 0.05 + 0.9 (0.29) = 0.31
REQUIRED VOLUME TO BE TREATED
V = 3630(Rd)(Rv)(A)
Rd = RAINFALL DEPTH (in)
A =DRAINAGE AREA (Ac)
Rv = 0.31 (SEE ABOVE)
V = 3630(1")(0.31)(4.9)
V = 5,513 CF
PROVIDED AREA TO TREAT REOUIRED VOLUME
ASSUME 1FT STORAGE DEPTH IN BIORETENTION AREA
AREA= VOLUME/DEPTH
AREA= 5,513 CF/ 1 FT
AREA= 5,513 SF
BIORETENTION SPECIFICATIONS
A. PLANTING SOIL
The soil mix should be uniform and free of stones, stumps, roots, or
other similar material greater than 2 inches.
The planting soil should be a homogenous soil mix, by weight,
consisting of -
85 -88% SAND
8-12% FINES (SILT & CLAY)
3-5% ORGANIC MATTER
The planting soils should be analyzed in a lab for Phosphorus. The
P -Index for bioretention should range between 10 and 30.
Planting soil media should be at minimum a depth of 2 ft.
After planting soil has been placed permeability should be tested and
should fall between 0.52 - 6 in/hr, 1-2 in/hr is preferred.
B. PLANTS
Centipede grass sod should be installed in the Bioretention areas.
Sod should be stored, installed and maintained according to local
manufacturer's standards.
Centipede sod, at a minimum, should be watered every other day until
the sod is fully rooted.
Fertilizer should contain moderate amounts of nitrogen and phosphorus.
A 15-0-15 fertilizer is recommended and should be applied at a rate not
to exceed 0.5 lbs of N/1000sf/yr.
350.00 10+00 10+50 11+00 11+50 12+00
STORM DRAIN OUTFALL - SECTION VIEW
12+50
380 370
370 360
360 350
DATUM ELEV
340.00
Capped Clean
PROPOSED
GRADE
- - - - - - - -
00 ��
N In
12" Ponding
PROFESSIONAL ENGINEER
. . . . . . . . .
Fill Soil Media
.
Mix: 85-88% Sand
Q
N CO CO
(or choking
3-5% Organic
stone)
Depth: Grass=2'
March 20, 2008
O+N��
..
N
10" #57 Stone
DESC.
N .Ln
4" Perforated Underdrain
2'+ Distance to
O
In Situ Soil Water Table
2nd DWQ SUBMITTAL
+ N I�
0-31-07
INITIAL WF CP SUBMITTAL
4
1-18-08
OOCD
5
1-22-08
WF & Raleigh Comments
6
2-07-08
CDI-O
••=)=)
3-20-08
4TH DWQ SUBMITTAL
8
3-20-08
Ucnizz
zoo
SUBMITTAL SET
PREPARED FOR:
N �
2514 Reliance Avenue
zttO 171Q0>>>
919-303-8525
BSC UP
701 Corporate Center Dr., Suite 163
��Ln
27607
O ���zzz
© 2008 BSC Group, Inc.
'T EE:
DWG. NO: II
�o0L�nL`nn
J o B. NO: 06020.00
N
O rgrq
in
Ln L7
N r�
+(D
0-
000-)
r-)
0-)
+
zoo
N
07
Q o- >> >
O
1 0zzz
U)Q>
w�
EXISTING
GRADE
C/�z
EXISTING GRADE
Q)"
SLOPE
1.5
24" 1
RC
a
PROPO
ED GRADE
O
o
SCALE:
Q� Q
30'
07
HORIZONTAL: 1 "
= 3'
0-)
O
`L
cn
LLJ
< >
z
LL_
SCALE:
VERTICAL:
1 " = 30'
HORIZONTAL:
1" = 3'
LE
SLOPE -.1.00%
12" DIA RCP
350.00 10+00 10+50 11+00 11+50 12+00
STORM DRAIN OUTFALL - SECTION VIEW
12+50
380 370
370 360
360 350
DATUM ELEV
340.00
Water Table
BIORETENTION CONCEPTUAL LAYOUT: CROSS SECTION
NOT TO SCALE
UNDERDRAIN CALCULATIONS & NOTES
1. ALL UNDER DRAIN PIPING SHALL HAVE A MINIMUM SLOPE OF 0.5% AND SHALL BE CONSTRUCTED
OD SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC PIPE.
2. A MINIMUM OF FOUR ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF
THE PIPE.
3. PERFORATION SHALL BE PLACED SIX INCHES ON CENTER WITHIN ROW FOR ENTIRE LENGTH AND
SHALL BE 3/8 -INCH IN DIAMETER.
CALCULATIONS (SECTION 5.7 OF NCDENR BMP MANUAL)
Q=FS*(C)*(I)*(A)
Q = 9* (0.7) * (1") * (4.9 AC)
Q=30.9 CFS
D= C16 * (Q) * (N)� 3/8
(S) ^ 0.5
D = (16 * (30.9) * (0.011)) 3/8
(0.005) ^ 0.5
D = 5.1
USING TABLE 5-1 (NCDENR BMP MANUAL) INSTALL TWO 4" PIPES
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOWN OF WAKE FOREST
PUBLIC WORKS & UTILITIES ---- DATE
ENGINEERING DEPARTMENT ---- DATE
FIRE PREVENTION ---- DATE
SUBDIVISION ADMINISTRATOR ---- DATE
CITY OF RALEIGH UTILITIES ---- DATE
N -t
370
Capped Clean
Grass
Out Pipe
- - - - - - - -
- - - 3:1
12" Ponding
PROFESSIONAL ENGINEER
. . . . . . . . .
Fill Soil Media
.
Mix: 85-88% Sand
Filter Fabric
8-12% Fines
(or choking
3-5% Organic
stone)
Depth: Grass=2'
March 20, 2008
4 Washed .Sand
NO.
10" #57 Stone
DESC.
N .Ln
4" Perforated Underdrain
2'+ Distance to
2
In Situ Soil Water Table
2nd DWQ SUBMITTAL
Water Table
BIORETENTION CONCEPTUAL LAYOUT: CROSS SECTION
NOT TO SCALE
UNDERDRAIN CALCULATIONS & NOTES
1. ALL UNDER DRAIN PIPING SHALL HAVE A MINIMUM SLOPE OF 0.5% AND SHALL BE CONSTRUCTED
OD SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC PIPE.
2. A MINIMUM OF FOUR ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF
THE PIPE.
3. PERFORATION SHALL BE PLACED SIX INCHES ON CENTER WITHIN ROW FOR ENTIRE LENGTH AND
SHALL BE 3/8 -INCH IN DIAMETER.
CALCULATIONS (SECTION 5.7 OF NCDENR BMP MANUAL)
Q=FS*(C)*(I)*(A)
Q = 9* (0.7) * (1") * (4.9 AC)
Q=30.9 CFS
D= C16 * (Q) * (N)� 3/8
(S) ^ 0.5
D = (16 * (30.9) * (0.011)) 3/8
(0.005) ^ 0.5
D = 5.1
USING TABLE 5-1 (NCDENR BMP MANUAL) INSTALL TWO 4" PIPES
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION
BY THE TOWN OF WAKE FOREST
PUBLIC WORKS & UTILITIES ---- DATE
ENGINEERING DEPARTMENT ---- DATE
FIRE PREVENTION ---- DATE
SUBDIVISION ADMINISTRATOR ---- DATE
CITY OF RALEIGH UTILITIES ---- DATE
N -t
370
9+00
9+50
10+00
BYPASS SWALE - SECTION VIEW
10+50
360
350
CAROL '•••
•, �ES i %
Q
° •
00 L
60.6°°°•°•°
lo, "' '06066060000
N CO
03-20-2008
Peter D. Fraccaroli
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION PLANS
Ln O � rr)
Wake Forest
North Carolina
Wake County
BIO RETENTION AREA #2
CALCULATIONS AND
DOr'�LnLn
March 20, 2008
REVISIONS:
NO.
DATE
DESC.
N .Ln
0-19-07
1st DWQ SUBMITTAL
2
0-26-07
2nd DWQ SUBMITTAL
+ N I�
0-31-07
INITIAL WF CP SUBMITTAL
4
1-18-08
OOCD
5
1-22-08
WF & Raleigh Comments
6
2-07-08
O1r`0
••=)=)
3-20-08
4TH DWQ SUBMITTAL
8
3-20-08
NCDOT SUBMITTAL
zoo
SUBMITTAL SET
PREPARED FOR:
1ST AMERICAN BUILDERS
2514 Reliance Avenue
zttO 171Q0>>>
919-303-8525
BSC UP
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
O ���zzz
© 2008 BSC Group, Inc.
'T EE:
DWG. NO: II
SHEET 24 OF 35
J o B. NO: 06020.00
N
Ln L7
0-
000-)
0-)
+
N
07
O
U)Q>
w�
LL_
C/�z
EXISTING GRADE
SLOPE
1.5
24" 1
RC
PROPO
ED GRADE
SCALE:
VERTICAL: 1 " =
30'
HORIZONTAL: 1 "
= 3'
9+00
9+50
10+00
BYPASS SWALE - SECTION VIEW
10+50
360
350
CAROL '•••
•, �ES i %
Q
° •
00 L
60.6°°°•°•°
lo, "' '06066060000
Fa
03-20-2008
Peter D. Fraccaroli
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION PLANS
IN
Wake Forest
North Carolina
Wake County
BIO RETENTION AREA #2
CALCULATIONS AND
DETAILS
March 20, 2008
REVISIONS:
NO.
DATE
DESC.
1
0-19-07
1st DWQ SUBMITTAL
2
0-26-07
2nd DWQ SUBMITTAL
3
0-31-07
INITIAL WF CP SUBMITTAL
4
1-18-08
3rd DWQ SUBMITTAL
5
1-22-08
WF & Raleigh Comments
6
2-07-08
WF & COR comments
7
3-20-08
4TH DWQ SUBMITTAL
8
3-20-08
NCDOT SUBMITTAL
DWQ
SUBMITTAL SET
PREPARED FOR:
1ST AMERICAN BUILDERS
2514 Reliance Avenue
Apex, North Carolina 27539
919-303-8525
BSC UP
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
919-854-0811
© 2008 BSC Group, Inc.
'T EE:
DWG. NO: II
SHEET 24 OF 35
J o B. NO: 06020.00

- ~ / - / / ~ ~ 1 / ` / i \ , 1 / -
/ / Capped Clean Overflow Structure
~ BIORETENTION CALCULATIONS , ~ 1 , ~ Out Pipe
1 ~ PROPOSED PRIVATE MAINTENANCE I 1 1 ~ ~
~ ACCESS AND STORMDRAIN EASEMENT 1 ~ - - Grass
~ \ ~ ~ ~ - DRAINAGE AREA = 4.6 Ac Q PROPOSED BIO RETENTION AREA 3 ~ ~ ~ ~ # ~ 1 , , 3:1
~ / 1 CALCULATE VOLUME OF RUNOFF USING THE SIMPLE MET: E SIMPLE METHOD 12" Ponding
-1 1 , G 1 . . . . . . . . . .
PROPOSED C/0 (TYP.) 1 , , 1 " , , 1 Rv=0.05+0.9(Ia) 1 - _ Fill Soil Media Mix: 85-88~ Sand
° ~ ~ 1 1 Ia -IMPERVIOUS FRACTION 0.29 8-12~ Fine Filter Fabric 3-5~ Organic (or choking
1 - ' ~ 1~ 1 _ ,~.-_.e.. ~ ~ ~ . ~r, , 1 Rv=0.05+0.9(0.29)=0.31
PROPOSED UNDERDRAIN ° ` , ~ ~ , Depth: Grass=2' II stone)
e..,. ~ ~ ~ \1 ~ ~ DCB# 407
RS 416 ' ' 1 REQUIRED VOLUME TO BE TREATED _ # r ~ _ ° _ PROPOSED BY PASS SWALE, 1
° SEE TYPICAL SECTION ~ - - 1 ~ 10" #57 Stane
'`°DyJG C.8.4 FOR DETAILS FES#417 ~ ~ - 1 ~ ~ l V = 3630(Rd)(Rv)(A) & CALCULATIONS D ° J < - - tea`` CB# 404 , Rd =RAINFALL DEPTH (1ri)
~ ~ ~ , .~1 ° (T1 ~ ~ A = DRAINAGE AREA (Ac) e... _ o 2'+ Distance to 4" Perforated Water Table Underdrain In Situ Soil
e.. Rv = 0.31(SEE ABOVE) 1 ~ 1 ~ CB# 406 , _ _
t ~ 1 , k . , _ a _ _ / 1 1 ~ . V - 3630(1 )(0.31)(4.6) Water Table
i JB# 405 1 ~ ~ 1 i V = 5,176 CF
FES#403 1 ~ i
~ _ ~ I PROVIDED AREA TO TREAT RE UIRED VOLUME Q ~ o / ~ i i 11V1E ~~~,'nu~u~~~~
` BIORETENTION CONCEPTUAL LAYOUT: CROSS SECTION ,;~o~~~ caRot~~,•,/
~ , \ ~ , - ~ ~ ~ ASSUME 1FT STORAGE DEPTH IN BIORETENTION AREA . . ' ~ > ~ 1 - LION AREA
~ ~ 1_1 - - -'i / ~ ~ NOT TO SCALE ~ .
PROP. RETAINING ~ ~ ~ ~ ~ AREA=VOLUME/DEPTH o- ~ ~ WALL 8 - ~ AREA = 17 F/1 FT ~ 5 6 C .
i ' s ~ AREA = 5,176 SF
~ _ lF Pao ,
~ - /
I ~ ~ ~ BIORETENTION SPECIFICATIONS , ~ ~ - ~ UNDERDRAIN CALCULATIONS & NOTES -,,''/,R 0 FRp~C 03-20-2008
k
PROP. TOWN OF W E ~ A. PLANTING SOIL FOREST PUBLIC ROADWAY & E / - S~, 1. ALL UNDER DRAIN PIPING SHALL HAVE A MINIMUM SLOPE OF O.5% AND SHALL BE CONSTRUCTED OD SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC PIPE.
~ ~ off, STORM EASEMENT ' . The soil mix should be umfonn and free of stones stem s roots or
~ - ~ - other similar material greater than 2 inches. # amps, roots, or Peter D. Froccaroli 2. A MINIMUM OF FOUR ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF PROFESSIONAL ENGINEER
~ ~ = ~ s ~ % ~ CB 402 i , - , r / THE PIPE.
~ , ~ / , The planting soil should be a homogenous soil mix, by weight, ~ _ ~y weight,
~ / ~ consisting a£ 3. PERFORATION SHALL BE PLACED SDI INCHES ON CENTER WTTHIN ROW FOR ENTIRE LENGTH AND
' ~ ~ 4p1 ~ / ~ 85-88% SAND / G6~ ~ o SHALL BE 3/8-INCH IN DIAMETER.
/ ~ ~ ~ 8-12/o FINES (SILT & CLAD CALCULATIONS (SECTION 5.7 OF NCDENR BMP MANUAL)
/ , , ~ ' ! J ~ \ ~ 3-5% ORGANIC MATTER ~
~ ~ , ~ / i~ ~ ~ The planting soils should be analyzed in a lab for Phosphorus. The ~sphorus. The Q = FS * (C) * (I) * (A)
~ ~ r+ ~ ~ P-Index for bioretenhon should range between 10 and 30. ~ d 30. Q =10 * (0.7) * (1") * (4.4 AC) TH E M EAD OUVS
i Q = 30.8 CFS .2 ft 3~8 CONSTRUCTION PLANS
i / ~ L ~ , , ~ . , ~ Planting soil media should be at minimum a depth of 2 ft. i~ ~ , ~ ~ D=~16*
~ f _
~ ~ ~ ~ ~ . After lantin soil has been laced ermeabili should be tested and i ~ P g P p ty ~ ~ > ~ ~ y should fall between 0.52 - 6 inThr, l-2 inThr is preferred. zld be tested and (S) ^ 0.5 ed. D = C16 * (30.8) * (0.011) 3/8
~ i ' ~ 'a
~,v~ ~ lam- B. PLANTS (0.005) ^ 0.5
Centipede grass sod should be installed in the Bioretention areas. D = 5.1 iN ~ntion areas.
BIO RETENTION AREA #3 -PLAN VIEW y . ' SCALE: 1 30
Sod should be stored, installed and maintained according to local ding to local USING TABLE 5-1(NCDENR BMP MANUAL) INSTALL TWO 4" PIPES Walce Forest
manufacturer's standards. 0 15 30 60 FEET o North Carolina
i Centipede sod, at a minimum, should be watered every other day until ry other day until Wake County
s the sod is fully rooted.
Fertilizer should contain moderate amounts of nitrogen and phosphors en and phosphorus.
A 15-0-15 fertilizer is recommended and should be applied at a rate n pplied at a rate not
to exceed 0.5 lbs of N/1000sf/yr. BIO RETENTION AREA #3
CALCULATIONS AND
DETAILS
March 20, 2008
N
I~ Lt7 O . L(7 ~ O I'')

~
ZZ~ _O
Q 0~~
U(n ZZZ ~ REVISIONS:
N0. DATE DESC.
ON
o ~ PROPO ED GRADE 1 0-19-07 1st DWQ SUBMITTAL
2 0-26-07 2nd DWQ SUBMITTAL
. 0 385 385 380 ~ ~ 380 3 0-31-07 INITIAL WF CP SUBMITTAL
0 0 4 1-18-08 3rd DWQ SUBMITTAL
~Q w~~ ~~z 0 5 1-22-08 WF & Ralei h Comments
N o ~ 6 2-07-08 WF & COR comments
~ ~ ~ 7 3-20-08 4TH DWQ SUBMITTAL
0
U ~ o ~ ~ 8 3-20-08 NCDOT SUBMITTAL
Q
O a d 380 " 380 D Y V
0 v o cn~o 00 ~cn~z
Q
~ PROPOSED GRADE N ~ SUBMITTAL SET
LEN: 39.40
N O .
SL PE.1.02~ N o ~ EXISTING GRADE ~ PREPARED FOR:
cJ 3 BOTTOM OF BIO 24 DIA RCP
p RETENTION AREA: 373.00 0 N 375 3 375 370 370 Q ~ 1ST AMERICAN BUILDERS
PROPOSED ~ ~ cn z : 2514 Reliance Avenue
M CLEAN OUT Apex, North Carolina 27539
N W
U 919-303-8525
~ II II 3 I I i i 3 EXISTING BADE
I I ~ I ~ PROV{ E CLASS "B" v ro I I RIP R R, FOR FOREBA "
U --------JJ
o ~ fi w ® w' w ,
U BOTTOM OF INLET PIPE I VERT: 372:$5 FOREBAY: 37 .00 SEE STORM RAIN OUTFACE 370 370 701 Corporate Center Dr., Suite 163
N SECTION VIE FOR DETAILS'~~., SCALE: M H ~ Raleigh, North Carolina
Ni PROPOSED UNDERDRAIN VERTICAL: 1 = 30 TO DRAIN INTO BYPASS S ALE HORIZONTAL: 1 ° = 3'
c 0 LEN: 30.00 THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION 27607
a c 0 S LO P E: 0.6 7 ~ BY THE TOWN OF WAKE FOREST 919-854-0811
SCALE: 15" DIA RCP
VE~TIG uuu U uulll u, VERTICAL: 1" = 30' ---DATE ENGINEERING DEPARTMENT DATUM FLED PROPOSED GRADE HORIZONTAL: 3' FIRE PREVEN-nON ---DATE
v H0~'IZONTAL: AL~ 1" 3 3'
DATLI ELEG' DATUM E'LEi' DA Tt'.'l
365.00 10+50 11+00 11+50 12+00 36U 10+00 10+50 11+00 11+50 36c, 365.00 10+00 10+50 11+00 SUBDIVISION ADMINIS-MATOR ~1~
a EI BE:
BIO RETENTION AREA #3 -SECTION VIEW A-A STORM DRAIN OUTFACE -SECTION VIEW 10 STORM DRAIN OUTFALL - SECTION VIEW CITY OF RALEICH UT]UTIES ~T DWG. No: C.8.2 SHEET 25 BB 35
1o B. No: 06020.00

, 'sr CB ' 102 `
~ , - g BIORETENTION CALCULATIONS UNDERDRAIN CALCULATIONS & NOTES

/ 1. ALL UNDER DRAIN PIPING SHALL HAVE A MINIMUM SLOPE OF 0.5% AND SHALL BE CONSTRUCTED OD SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC PIPE.
395. ~ . = DRAINAGE AREA = 4.2 Ac
2. A MINIMUM OF FOUR ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF
- - CALCULATE VOLUME OF RUNOFF USING THE SIlyIPLE ME ~ I~- - - - - - - - ~ - - - ~ - - - - _ CB# 201 I- HE SIlVIPLE METHOD THE PIPE.
_ CB# 101 I ~ I r--- IBARNFORD MILL ROAD Rv=0.05+0.9(Ia)
I f ' I I„ I ~o 3. PERFORATION SHALL BE PLACED SIX INCHES ON CENTER WITHIN ROW FOR ENTIRE LENGTH AND
I I I - - - A N - - - - ~ ~ Ia =IMPERVIOUS FRACTION = 0.29 I I I ~ a ~ I I I I I m 39. I I , I r , I~ o SHALL BE 3/8-INCH IN DIAMETER.
I I I I , ~ -I -o I M Rv = 0.05 + 0.9 (0.29) = 0.31 CALCULATIONS (SECTION 5.7 OF NCDENR BMP MANUAL)
: I I ,I ~ I J I 'W I I - 39p1 I- ~ r- EX. POND
~ I I I I • ' ~ ~ - RE UIRED VOLUME TO BE TREATED I , I I I ~ ,A ~ I) Q Q=FS*(C)*(I)*(A)
I I I ~ ~ I I I L. I I --i. I
I I.• 1 I ~ ~ o ° I ~ V= 3630 Rd Rv A ~ I I ~ z ~ Rd =RAINFALL DEPTH in Q = 29.4 CFS
I , I ~ I~ A= DRAINA E AREA Ac I I I ~:z o G O
I I I I L. I ~ I I m Ii I ` Rv = 0.31(SEE ABOVE) f I I I, I ~ I ~ D = 16 * * 3/8 C (S) ^ 0.5
I f I kD I I , I I I U D L. .
I ~ ~ I I I I ~ I ~ ~ ~ V = 3630 1" 0.31 4.2 I I I .I ~ m I. .I,~ O( ) I I ~ r~ I.~ V= 4 726 CF D = C16 * (29,4) * (0.011) 3l8
I I z I , I .I (0.005) ^ 0,5
I I I -I ..:PROP I I I `,I I 3' I OSED PRI~ATE MAIN ~ I ~ ~ JB# 99 ° PROVIDED AREA TO TREAT RE UIRED VOLUME ,UME D = 5.0
I I ACCESS AND TENANCE 13 I ~ I ~ S~OR DRgIIN EASEM 8S 1- , • ~ I ENr ~
. I I I I 95 I- I f 'I ~ ASSUME 1FT STORAGE DEPTH IN BIORETENTION AREA JTION AREA USING TABLE 5-1 (NCDENR BMP MANUAL) INSTALL TWO 4"PIPES 'o~•~t1eCAQp~~'~-,, e
I I i 1 ~i e~~1 ee0s e ~
- - _ - _ I _ 1 . ' ~ AREA = VOLUME/DEPTH a e e e e i e
-----J FES 9 9 _ - # ~ ~ ~ _ ~ ~ AREA = 4 726 CF/1 FT - _ ~ roF i ~ • _ ~ --12-RCP- ~ 3 ~ I e e
' AREA = 4,726 SF ' ~ - ~
_ - - - r - - - - - ~ ~ _ ~ ~ eee ~ 6v' eeo V ee0peeaese0e° . R 0 FRpCC ,
~ ~ _ _ _ _ ~ Efvo# 1oa ~ BIORETENTION SPECIFICATIONS
- / 0 - PROPOSED C/0 (TYP.- 03-20-2008
A. PLANTING SOIL
~ , d
~ 2.1 :SLOPE a a ° ~ ~ ~ The so>.1 mtx should be uniform and free of stones, stumps, roots, or ° ~ } stumps, roots, or Peter D. Froccaroli
k ~ other suntlar material greater than 2 inches. ° a_~A° / PROFESSIONAL ENGINEER
_ Q o-~_ I I ~ 1 ° ~ ~ The lantin soil should be a homo enous soil mix b wei ht by weight,
~ ~ ~ , fr,. P g g ~ Y g „ems constshng of;
Q ~U , ~ ~ - 1 _ _ - 85-88% SAND
/ ~ 8-12/o FINES SILT & CLA 80 ° ( ~ 00 00
~ ~ ~ j ~ 3-5% ORGANIC MATTER , F~ O N Ln
1 RF_ In ~ DD
_ ~ .e ~ The planting soils should be analyzed in a lab for Phosphorus. The ~ ~ ~ P-Index for bioretention should range between 10 and 30. 'hosphorus. The end 3°. N ~ TH E M EAD OUVS
~ ~ . _ ~ 75 ~fl`" PROPOSED BY- ~ PASS
'n - PROPOSEB•UNDERDRAIN ~ ~ SWALE, SEE TYPICAL ~ ~ ~--~Ff~F-~" " p Planting so>1 media should be at minimum a depth of 2 ft. of2ft. ~ ~ 0~ ~ r~ • + ~
k ,~F- -~F-~- ffi- 31 / ~ SECTION,
PROPOSED BIO i'~,: u u t, °N ' DWG C.8.4 FOR DETAILS After planting sotl has been placed permeaba.ltty should be tested an~ RETENTION AREA 4 ,,~~.165 0 & CALCULATIONS ~ ° CONSTRUCTION PLANS ould be tested and ' ' ' '
~ # 32p ~ 31 should fall between 0.52 - 6 in/ht', l-2 in/hr is preferred. F ~ 5 rred. ~ ~ ~ ~ mho:
• - ~ 31 N E ~ - ~ ~ B. PLANTS ~(nf-~ Z
EEDS, DUDE G. AND EXISTING GRADE
~ D A N I E E A. ~ A E R I E T Centi ede ass sod should be installed in the Bioretention areas. Mention areas. 390 390 [N
i 365 PIN 1 841 781 057 p ~
ZONING: RD k , ' Sad should be stored, installed and maintained according to local ~ ~0 PROPOSED EMERGENCY EAND USE: RESIDENTIAE , ~rding to local o Wake Forest
i ~ SPILLWAY manufacturers standards. ,
- ~ / , . , North Carolina
Centipede sod, at a muumum, should be watered every other day un the sod is fully rooted. eery other day until ~ r~
BIO RETENTION AREA #4 -PLAN VIEW SCALE: 1 30 o + Wake County oo~
Fertilizer should contain moderate amounts of nitrogen and phosphc ~gen and phosphorus. ~ ~ ~
0 15 30 60 FEET o A 15-0-15 fertilizer is recommended and should be applied at a rate applied at a rate not °
i to exceed 0.5 lbs of N/1000sf/yr.
x ~ n z B10 RETENTION AREA #4
Capped Clean
Grass Out Pipe CALCULATIONS AND
3:1 DETAILS
12" Ponding
. . . . . . . . . . ~ ~ ~ March 20, 2008
Fill Soil Media ~NO~~
Mix: 85-BB% Sand Filter Fabric B-12% Fines (or choking PROPOSED GR ~ DD
3-5% Organic stone) 'OSED GRADE ~ ~ ~ • • 380 380 ~ ~
Depth: Grass=2' II o r~... zzo
DD DD U
4. ached .5 rid ~ 400 N Ln ~ ~ z z z 400 LEN: 20.00
10" #57 Stone _ _ _ (~J Ln C~ DO ~ONI~I~
4" Perforated Underdrain ~ ~ ~ ~ ~ SLOPE:6.40~
In Situ Soil 2'+ Distance to Water Table + ~ ~ • 18" D I A RCP REVISIONS:
~ ~ ~ N0. DATE DESC.
Z ~ ~ Water Table
Q (Z 1 0-19-07 1st DWQ SUBMITTAL
~ Q > ~~ZZZ 2 0-26-07 2nd DWQ SUBMITTAL
PROPOSED GRA E 3 0-31-07 INITIAL WF CP SUBMITTAL
BIORETENTION CONCEPTUAL LAYOUT: CROSS SECTION
4 1-18-08 3rd DWQ SUBMITTAL
NOT TO SCALE 5 1-22-08 WF & Ralei h Comments
6 2-07-08 WF & COR comments
r EXISTING GRA E D
0 370 370 7 3-20-08 4TH DWQ SUBMITTAL
U ' 8 3-20-08 NCDOT SUBMITTAL
Q
O a 385 385 390 , 390 D Y V
o ,.~0,.
Q ~ EXISTING GRADE
V G ~o SUBMITTAL SET
O .V ~0 d ~
Gj . DD M INLET PIPE INVERT: 378.00 o~
o, PROPOSED GRADE QQ SEE STORM DRAIN OUTFACE O ~ 5~-
cJ SECTION VIEW FOR DETAILS Ln .J GQ GP PREPARED FOR:
°D o ~ ~ \P N O ~ 1ST AMERICAN BUILDERS S ALE:
0 3 N ~ VERTICA ~ 1" = 30' 2514 Reliance Avenue
~ BOTTOM OF BIO PROPOSED ~ RETENTION AREA: 378.00 ~ CLEAN OUT Q HORIZON AL: 1" = 3' Apex, North Carolina 27539
ro W~~
v ~ (n Z 3 - ~ I I''•.. Ll~ I I ~ 1 3 919-303-8525
3 ''II II it ~ , DATUM ELEU
II I I V II I I ro ~I II II 360.00 10+00 ~ ~ ~ ~ ~
U II II I~ ~ ~L_ i, S ALE:
' L-- PROVIDE CLASS "B" VER VERTICAL: 1" = 30' BYPASS SWALE -SECTION VIEW ~ `
U RIP RAP FOR FORE AY HORI ~,I 375 375 380 I HORIZONTAL: 1" = 3' 380 701 Corporate Center Dr., Suite 163
N L M o~ Raleigh, North Carolina
N PROP SED UNDERDRAIN , 1 .07 /o
TO DR IN INTO BYPASS SWALE S~OPE• c 0 THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION 27607 BY THE TOWN OF WAKE FOREST
a FOREBAY: 376.00 D CP o sCALE: 2" DIA f~ 919-854-0811
_ 1 VERTICAL: 1 = 0 ~1>~
V HORIZONTAL: 1" = 3' Uuu U uulll u,
DEPARTMENT ----DATE
;D_9TZ%%iI ELEI% IrATZ%-1I ELEI%
370.00 10+00 10+50 11+00 11+50 12+00 12+50 ~Q 10+00 10+50 11+00 11+50 12+00 FIRE PREVENTION ----DATE
12+00 12+50 SUBDIVISION ADMINISTRATOR ----DATE
a EI LE:
10 SECTION VIEW CITY OF RALEICH UTIUTIES DATE DWG. No: c.8.3 SHEET 26 of 35
BIO RETENTION AREA #4 -SECTION VIEW A-A STORM DRAIN OUTFACE -SECTIO SOB. No: 06020.00

VARIES
Vdciconu~ to the w~•trs;Y~, of~ ~ r re„~~ S~1~PLE PATTERN ~~1l~E
TOP WIDTH OF BYPASS SWALE ,j~: • , u \ I I:N1 ~1, tihrr n 1c ~ I I(l1 ry:,
. rdc n ~ s~
16 FEET ~ ~ ~ ~ ' ~ 1'~i0 1 ,
TOP WIDTH OF PERMANENT TURF REINFORCEMENT MAT ~u f
~ ~ ~ ~ ,
12 FEET EXISTING GRADE
BOTTOM WIDTH OF BYPASS SWALE 5~ v:orP. pruhlerns ~ ~ a n~~~~ Ico~:~,,•
2 2 ~
1 1
NORMAL DEPTH = 2.8 INCHES _
PROPOSED FINISH GRADE -5 ~ i i I _ i _ ,
Q10 = 19.1 CFS ~ ~ •v: (.~rirEp rV~.'ate.}xxrsr' , SLOPE = 25%
MANNING'S N = 0.041
HEIGHT =VARIES _ ~ SIDE SLOPES = 2:1 NORTH AMERICAN GREEN P550 ~ F-.~•~~~. ~ ~ ~ ~ r°'
DEPTH OF FLOW: 2.8 INCHES PERMANENT TURF REINFORCEMENT MAT ' " ( ) ,
VELOCITY = 6.6 FPS STAPLE PATTERN = "E" ~ ~ TOP WIDTH =VARIES ;E,.,~,;, v,~~;:•~:~~•, ~ _ `,,,nu~u',', , i
BOTTOM WIDTH = 12 FT
PERMISSIBLE SHEAR STRESS = 4.0 PSF ~ CALCULATED SHEAR STRESS = 3.61 PSF ~ ~~`a'~ti'~~""~~ ~0 eee..ee.eee
_ ~ ~ i ai"~E~1 e0s e ~
City; fC T z .~d.tr:•h"1•,~;., t a e e
e -
BI RETENTI N AREA ~1 BYPA WALE WITH ARM R LININ 11 i ,L. ~ - e -
ee0peeaese0"e
R 0 FRp~CP,;
~ ~=r•I, l~,u, _r, i~l~:iiP,ihlr ~~iih lh I~.dluniu~~l'h~~n l~pr. Iir,Ui~~~n i'rr li 11 li ~li~?'.I .a~l!ri~~~, tul~.~l'~ 03-20-2008
, ~1 ++;~tri, ~ ~~,;~I,i,
~ S I ~ r„
~.l ~ Peter D. Froccaroli
- ~ PROFESSIONAL ENGINEER
VARIES rdon,e n,; , i i ,i _
TOP WIDTH OF BYPASS SWALE
16 FEET
TOP WIDTH OF PERMANENT TURF REINFORCEMENT MAT
12 FEET EXISTING GRADE
THE MEADOUVS
BOTTOM WIDTH OF BYPASS SWALE 2 2
1 1
NORMAL DEPTH = 3.8 INCHES CONSTRUCTION PLANS
•t~.:••ti ~•y:t~•• PROPOSED FINISH GRADE
Q10 = 21.8 CFS •t~.:,•tit..:• ~ .:t~. t:.
SLOPE = 10.7 ••`•.•t:•;, t::~•` .ti.•.. MANNING'S N = 0.041
HEIGHT =VARIES [N
SIDE SLOPES = 2:1 NORTH AMERICAN GREEN P550 DEPTH OF FLOW: 3.8 INCHES (PERMANENT TURF REINFORCEMENT MAT)
VELOCITY = 5.3 FPS STAPLE PATTERN = "E" Wake Forest
TOP WIDTH =VARIES BOTTOM WIDTH = 12 FT
PERMISSIBLE SHEAR STRESS = 4.0 PSF North Carolina
CALCULATED SHEAR STRESS = 2.13 PSF
Wake County
BI RETENTI N AREA ~ BYPA WALE WITH ARM R LININ
BIO RETENTION
CHANNEL INSTALLATION (ao ci,+) CALCULATIONS, DETAILS,
~:._~,Lw~ 6. & SPECIFICATIONS ~ n5 CM)
~ .
~ ~ ~ 1 ~ ~ , " o March 20, 2008
VARIES ~ J (15 cm)
sEE oEiuL a1o + all TOP WIDTH OF BYPASS SWALE eat FRAME To TOP TO READ 'STORM'
cASnNC (4 REQro) NORTH ' (156~M,
AMERICAN o , o
16 FEET sM~~STING GREEN ~ ~r t_a°-1
TOP WIDTH OF PERMANENT TURF REINFORCEMENT MAT L Products rrr ~ ""'r~~r~^ 4" (10cM)
Guaranteed ~ ."V•. .I .
12 FEET EXISTING GRADE (1 1x649 HIGHWAY 41 NORTH ;::;;:'.i`•:`;;::i::;`. ~ -
BOTTOM WIDTH OF BYPASS SWALE EVANSVILLE, IN 47725 ~ ~ ' ~ . 5 CM 12.5 QM) 800-772-2040 ~ , REVISIONS"
PRECAST GRADE RINGS ARE TO BE 2 2 USED WHEN POSSIBLE AND ADJUSTED www.nogreen,com ~ / :meE ADJUSTED N0. DATE DESC.
1 1 WITH BRICK de MORTAR CWRSE FlLL JOINTS FULL WI1H HIGH .
NORMAL DEPTH = 4.9 INCHES 4' oR e' PRECAST sTRENGIH TYPE M MORTAR ~ STRIKE ~ STRIKE ~ a"-6" " 1 0-19-07 1st DWQ SUBMITTAL
•t:•:,•y ,•y:t:•• PROPOSED FINISH GRADE uM ~ THREE / ~ FLUSH INSDE 3 WT Q10 = 22.0 CFS ..,t,•;'•yt:•: ,,t::~•``t~•~ ALLOWED OR uSE AN APPROVED ~TUMINOUs X15 ~ • • • • • 2 0-26-07 2nd DWQ SUBMITTAL loos
SLOPE = 5.0% ~ ~•y oTHERw1SE ADD ~ BASE SEALANr APPLIED TO TOP ''t •:,.r . ..t't°' RISER SECIKNI 24' Dm OF CONE SECTION D 11°~ 3 0-31-07 INITIAL WF CP SUBMITTAL
MANNING'S N = 0.041
HEIGHT =VARIES SIDE SLOPES = 2:1 NORTH AMERICAN GREEN P550 MANUFACTURE TO 9. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PROOUGTS (RECP's), INGLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, ANp SEED. 4 1-18-OS 3rd DWQ SUBMITTAL NOTE: WHEN USING CELL-O-SEED OO NOT 5EE0 PREPARED AREA CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN, 5 1-ZZ-OS WF & Ralei h Comments
LOCALE S1EPS DEPTH OF FLOW: 4.9 INCHES (PERMANENT TURF REINFORCEMENT MAT) ~ Fpq~ pU~ 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" 30 CM} OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF 7HE TRENCH, ANCHOR THE RECP s WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12° (30 CMS APART IN THE
VELOCITY = 4.2 FPS STAPLE PATTERN = "E" PPE. s1EPS BY M.A usE EccENTRic coNE TOP WIDTH =VARIES INDUSTRIES, INa D07TOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TD COMPACTED SOIL AND FOLD REMNNING 12 (30 CM) PORTION OF 6 Z-O7-O8 WF & COR comments REGP's BACK OVER SEED ANO COMPACTED SOIL. SEGURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
r BOTTOM WIDTH = 12 FT Ps1-PF oR EQUU. ACRDSS THE WIDTH OF THE RECP's.
o PERMISSIBLE SHEAR STRESS = 4.0 PSF NOTE: = CALCULATED SHEAR STRESS = 1.3 PSF THIS DETAIL APPLIES FOR • . 3. ROLL CENTER RECP's IN pIRECTION OF WATER FLDW IN BOTTOM DF CHANNEL RECP's WILL UNROLL W'ffH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL 7 3-ZQ-08 4TH DWQ SUBMITTAL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. 8 3-20-08 NCDOT SUBMITTAL WHEN USING THE DOT SYSTEM", STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
~ LARGEST PIPES SHOWN ~ ALL Joens To eE T a c w/ PREFOAYED 4, PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A a" - 6" (10 CM -15 CM) OVERLAP, USE A DOUBLE ROW OF STAPLES STAGOERED 4" (10 CM) IEf NEEIING APART AND a" (10 GM) ON CENTER TO SECURE RECP's.
a BELOW LE.: 30 FOR • •1~•', Bmn RueBER (MASnc) cASKEr MEEnNG ~ ~ AASHTO M-199, ASiM. 0-990, FED SPEC ~ ~ SPEC 5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) A ,
0 4 MH 8t 42 FOR 5 YH) .;f.:;;.•;,~:~ ss-s-ao210(21oA) a WITH INTERIOR ANGLES , • , •;•f ~ • DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL ANp COMPACT 7HE TRENCH AFTER STAPLING, Y \V/ 6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 GM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
BI RETENTI N AREA ~ BYPA WALE WITH ARM R LININ AS FoLLOwS: " v as oR GREATER . , , t 7. IN HIGH FLOW CHANNEL APPLICATIONS. A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO aD F007 (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
Q PRECAST MANHOLE TO MEET . REQUIREMENTS OF ASTM. ~ STAGGERED a" (10 CM) APART AND 4" (10 CM) ON CENTER OVER EMIRE WIDTH OF THE CHANNEL. 6. 7HE TERMINAL END OF 7HE RECP's MU57 BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6° (15 CM) DEEP X 6" (15 CM) S U B M ITTAL S ET
CONSULT WITH ENGINEER n cne, AASHTO M-lee IF ANGLES LESS THAN WIDE TRENCH. BACKFLL AND COMPACT THE TRENCH AFTER STAPLING. NOTE:
~ 90' ON TWO INTERSECTING d IN LD05E SOIL CONDITIONS, THE USE OF STAPLE OR STAKE IENGTHS GREATER TMAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's,
PIPES,
~ i• NOTE; A CRITICAL POIMS 'HORIZONTAL STAPLE SPACING SHOULD BE ALTERED PREPARED FOR:
N SIAPE OF CHANNa THRU • . ' VARIES MANHOLE - a05' FALL •i` B IF NECESSARY TO ALLOW STAPLES TO SECURE THE ~+T p C A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. 1 J I AMERICAN BUILDERS
p UNLESS SHOWN OTHERWISE i p TOP WIDTH OF BYPASS SWALE aN PLANS. PRECAST OPENING REQUIRED FOR N B. PROJECTED WATER LINE C. CHANNEL BOTTOM/SIDE IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE D ~ SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 am) MAY 2514 Reliance Avenue
p ALL PIPES. PACK GRWT AROUND t~v ALL ANNULAR OPENINGS AROUND BE NECESSARY 70 PROPERLY ANCHOR THE RECP's.
M SEE PLANS FOR PIPE SIZES 16 FEET 2' DIA. PVC WEEP HOLE ` Apex, North Carolina 27539
W/1 CF OF CLEAN STONE 5.
00• TOP WIDTH OF PERMANENT TURF REINFORCEMENT MAT N IARAFl t~ON BLANKET ~ . N07E: uSE s' EKIENDED U (NOTE 10, DETAIL X2577 BASE WHEN lOiAL MH T HEK,11i Ef(CEEDS 12' Hm 919-303-8525
3 ~ '
12 FEET EXISTING GRADE SET MANHOLE IN ~ SEE SPECS FOR FOIMDA71oN 5' TO 12' X57 STONE IMPROVEMENT WHEN NEEDED IDA710N NEEDED ~ ~ ~
~ BOTTOM WIDTH OF BYPASS SWALE
2 2 TOWN OF WAKE FOREST t>o fi ~ , ® w" a ,
u 1 1 PRECAST CONCRETE NoT ro sraiLE 2.so 2so 701 Corporate Center Dr., Suite 163
N NORMAL DEPTH = 2.9 INCHES ' ~ 4 DIA. MH JB , Raleigh, North Carolina
N •t~.:,•ti • ,•y:t~•• PROPOSED FINISH GRADE REV. 6-26-02 1 av 1 Q10 = 18.3 CFS •t •''`•t:.: .,t~:..et'': usE wTx STANDARD sPEarlcAnoNS oNLr
SLOPE = 20.9 • ~ ' THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION 27607 BY THE TOWN OF WAKE FOREST
d MANNING~S N = 0.041 HEIGHT =VARIES 0 919-854-081 l
SIDE SLOPES = 2:1 NORTH AMERICAN GREEN P550
2 f1FP11a (1F FI (1W ~ Q TAI( HFC (PFRfuIANFAIT TI IRF RFINFf1R( FLIFAIT UteTl ~~~o _
" VELOCITY = 6.2 FPS STAPLE PATTERN = "E" Uu0 U uulll HIL-
U TOP WIDTH = VARIES ENGINEERING DEPARTMENT DATE REV. 01105
BOTTOM WIDTH = 12 FT 3 PERMISSIBLE SHEAR STRESS = 4.0 PSF
CALCULATED SHEAR STRESS = 3.10 PSF DATE FIRE PREVENTION SUBDIVISION ADMINISTRATOR ---DATE
rn .y a)
O FI EE:
O O N DATE DWG. NO: C.8.4 CITY OF RALEICH UTIUTIES SHEET 27 OF 35
O BIO RETENTION AREA #4 BYPASS SWALE WITH ARMOR LINING 10 O
d JOB. NO: 06020.00
d