20071815 Ver 1_Site Plan_20071026

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C~Oa~~QMC~~DOa ply DG°QLa~1D~] ATTENTION ~'ONTRACIORS
The C.or~shucNon Comrniclor responsible for the ez~ensian of water aid sewer, as approved in
these plans, is responsible for mni~xt' the feMral E~ineering Deparhnenl a~ 857-4540, % % FR
ark the ~Ac Ul~flles Deparhne~ at 857-454U at leo~ haen a hags prior to ginning % ',~/11111/1111~~? %
a ~ ~ arty of th~r aonstrudion. 10-26-2007
Fa~iae to nobly both Giy Depafinents in adwnce of beginning wnshuclion, rxyl resuh in the
iswanae of monetay fines, and require reinsbllation of any water or sewer todlities gat Peter D. Fraccaroli
inspected as a rewh of iha nofifiaotion fa~ure. PROFESSIONAL ENGINEER
C~o0o0 C~O~'IC~G3 ~3C~C~C~4 Fad~nero call for Inspection, ImtaN a Downstream Plug, huge Permitted Pbnson IheJobsite,
S? ~ O M C~ (01 ~ M or any other Violation of firy of Raleigh Standards will rewh in a fJne mid Po~s~le Exc~sbn
C5o0O o9 C~?~~~340[tilC3 COO Gr]D04 00 U LN V Lr LrJ LN from future wak in the Gry of Rd~gh.
C~o9o0 ~~4G PdLla
THE MEADOWS
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OCTOBER 26, 2007
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-RE SIONS:
8 00
NO. DATE DESC.
N 00 ~~~~M~~- 1 0-19-07 tat DWQ SUBMITTAL
x nr? ~ e zng7 2 0-28-07 2nd DWQ SUBMITTAL
8 ~C 00
ch O coo ~ o~ dC~C~IGd ~PG°~C~LaDC~G°~ ?~a a9 ~adc~~da~ooa~ Qao ~~~aod~
~ ~ Cho ~ o~ dC ~IC~d ~pG°~L~QDC~G°~ ~~a a~ C~QdC~MdLa~i ~Oa~ LaaD DG~La0d~3 o~~~a~~ p
~ ~ Cho ~ o~ dC~C~IC~d ~pC°~C~QDGG~ ~GG~ a~3 C~QdC~MdQ4001~1~ QaD DC~~r'Q~d~3 p~T 2 6 to07
> ~ Cho ~ 0~3 dC~~IC~d ~PG°~CLaDC~G°~ ?~a a~ ~a~~~da~ooa~ caa~ ~c~~QOd~ ,~~~~~a
rte. a
0 Z Cho ~ 04 dC~C~IC~d ~pG°~C QDC G~ ~~c°~ ~adc~~~ca~ooa~~ ~~~QOd~ ~ ~pr~c~~o ALL PUBLIC FAgUTIES. INCLUDING UTIU7IES, SIDEWALKS,
AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL DWQ
VICINITY MAP 00 STREETS AS SPEgFlED BY TOWN STANDARDS. THESE FACILITIES HAVE BEEN APPROVED BY THE TOWN OF WAKE
o ~oo0 2000 FOREST AND SHALL 8E SO INSTALLED UNLESS A CHANGE IS APPROVED BY THE TOWN OF WAKE FOREST. SUBMITTAL SET
00
a , ~ . , n. ~ ~oo~ REVIEW ENdNEER DISCWNER
00 EXECUTION OF THIS CONSTRUC110N PUT BY 11iE REVIEW ENGINEER FOR THE TONM OF WAKE FOREST IN NO WAY
IMPROVEMENT QUANTITIES o 0 LIMITS THE RESPONSIBILITY OF THE OWNER AND ENgNEER PREPARED FOR:
OF RECORD MATH REGARD TO COMPLIANCE WITIi ALL FEDERAL. STAlE, ANO LOCAL STANDARDS ANO/OR 1ST AMERICAN BUILDERS
CONDITIONS OF APPROVAL RZ-07-06 CONDITIONS. 2514 Reliance Avenue
RALEIGH WAKE FOREST o 0 own~Ea c~an~cA~
S 1. GRADING OF PROPERLY SHALL BE LIMITED TO AREAS FOR ROADS, UTILITIES, AND PHASE NUM~R S 1 and 2 1 and 2 0 0 OWNER HEREBY CERTIFlES AND AGREES TO TAKE SUCH Apex, North Carolina 27539
a BUILDING AREAS. MASS GRADING OF SITE IS PROHIBITED. LOT NUA~BER S 8Y PHASE 1 1-9 9 1-9 9 AC110N AS MAY BE REQUIRED 8Y THE TOWN OF WAKE 919-303-8525
2. HEAVY CONSTRUCTION TRAFFIC SHALL USE NORTH MAIN STREET FOR ACCESS TO THE 21-37 17 21-37 17 0 0 FOREST TO CORRECT ANY ERRORS OMISSIONS OR NONCOMPLIANCE MA1H TOWN STANDARDS AND/OR
o SITE. 47-73 27 47-73 27 CONDI110NS DESCRI8E0 IN THIS CONSTRUC710N PLAT, INCLUDING RE-SUBMISSION OR RE-EXECU710N OF THIS
u 3. PRESERVE IDENTIFIED LANDMARK TREES LOCATED ON THE PROPERTY AS SHOWN ON 91-104 14 91-104 14 0 0 CONSTRUC710N P~I1T NA7H 1HE APPROPRIATE
MASTER PLAN. 0 4. ALL BUFFERS SHALL REMAIN NATURAL AND UNDISTURBED. SUPPLEMENTAL PLANTINGS LOT NUMBERS BY PHASE ~2 10-20 11 10-20 11 38-46 9 38-46 9 CORRECTIONS AND/OR REVISIONS. ~I BSC G~tJP
o SHALL BE REQUIRED IN OPEN AREAS WHERE EXISTING VEGETATION DOES NOT MEET 74-90 17 74-90 17 701 Corporate Center Dr., Suite 163
THE REQUIREMENTS OF THE ZONING ORDINANCE. TOTAL NUMBER OF LOT S 104 104 OWNER DATE
of 5. PROVIDE RIGHT-OF-WAY DEDICATION ALONG NORTH MAIN STREET AND CONSTRUCT NUMBER OF UNITS 0 0 Raleigh, North Carolina
ROADWAY IMPROVEMENTS PER THE WAKE FOREST TRANSPORTATION PLAN. OPEN SPACE 0 6.87 AC PUBLIC WATER 6 LF 869 LF 0 THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION 27607
d 8. CONSTRUCT ROAD IMPROVEMENTS AS RECOMMENDED IN THE TRANSPORTATION IMPACT ANALYSIS. PUBLIC WATER 8 LF 4,707 LF 0 PUBLIC PUBLIC BY n~ TOwri of W~ucE Fo~ST 919.854-0811
7. DEDICATE RIGHT-OF-WAY, CONSTRUCT ROAD AND UTILITY IMPROVEMENTS AND PUBLIC SEWER 8 PVC LF 3,597 LF 0 Se PUBLIC SEWER 8 DIP LF 1.467 LF 0 e_ Sewer Collection Extension S tem Woter Distribution Extension S stem
PROVIDE STREAM CROSSING TO THE PROPERTY TO THE NORTH AS SHOWN ON THE .t e~l~t~r. 1. 1V~ ~~~~Jl~ ~J ~J~~l~r TVA NIA.. ~f O~I~t~6 ~ww~~w~~ Diu ~www~w!!ww ~~A ~.d~w~~ww ~C 2006 BSC Group, Inc,
MASTER PLAN PER THE AGREEMENT WITH THE DEVELOPER AND ADJOINING PROPERTY I FM %01%y W1 W1 PUBLIC STREET LF 0 50830 +L4 of the City's^ PUBLIC SIDEWALK LF 0 7,100 Th %Y VI, fNVlOlyWW {iVwliOwIli lV MR HIV YAIYVIwVwv SIR Wny VI, "VIY1y1w VN viVv N \V NA VM nVV~IVIY Y %YvWvYI city s, publk sewer system as shown on this pion, of the City s public water systar? as showy on this plan,
OWNER. e material or ateriol and construction methods used for this project The material and construction methods used for this project ENGINEERING DEPARTMENT DATE
shall conform *CITY OF RALEIGH REVIEW AND APPROVAL City's Public Ut :onform to the standards and specifications of the *hall conform to the standards and specifications of the Public Utilities Handbook. City's Public Utilities Handbook. PREVENTION DATE
m I
City of 1w IdR~da OepoMMnt Prnnk / Public d WIWI Deparbnent Pennit / -DATE i SUEOVISION ADMINISTRATOR lion App?orol Comtnuetloo Approvol
0000, construedm FILE:
8 Doh CITY OF RALEIGH UTILITIES DATE DWG. N0: C.0.0
0 oob SHEET 1 0 F 35 JOB. No: 06020.00
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X_ - .0;1:;oipEEl - . .. * I - . . . . I I - + __A - 4 . I - __ --so - - � . . .4 i . . �
Peter D. Fraccaroli
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION PIAN
IN
Wake Forest
North Carolina
Wake County
EXISTING CONDITIONS
PLAN
0 OBER 269 2007
I NO. I DATE I DESC. I
I 1 � 0- 1 9-07 1 1 st DWQ SUBMITTAL I
1 2 h 0-26-07 1 2nd DWO SUBMITTAL I
SUBMI F, -1 L SET
0
PREPARED FOR.
1 ST AMERICAN BUILDERS
2514 Reliance Avenue
0
. pex, o aro Ina 11w
919-303-8525
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
919-854-0811
@ 2006 BSC Group, Inc.
GRAPHIC SCALE
2 * - 122
mwmg��
( IN FEET )
I inch = I 00 ft.
FILE:
DWG. NO: C.O.1
JOB. NO: 06020.00 i SHEET 2 OF 35

~ ~ / ~ ~ 50' RIGH L ~ / \ fA~Ad~IT 'RIGHT-OF-WAY STREET TREE PLANTINGS - 9,100 LF
sn~r
PUBLIC INFRASTRUCTURE TABULATION \ ~ ~ i / 25' a-e ~ 1 CANOPY TREE/50 LF OR 1 UNDERSTORY TREE/35 lF OR A COMBINATION OF BOTH EASEMENT
Fors MIN. 20' SPAdNG BETM~EEN CANOPY TREES; 15' SPAgNG BETWEEN CANOPY TREES ANA UPgERSTORY
STREET NAME STREET SIDEWALK 12.5' 2.5' 20' PV 3 20' PVMT SECTION 2,s~ ~ZS~ TREES; 8' BETWEEN UNDERST~tY TREES
/ 5~ 6.S' S' ! ~ (3 ~q~IRED PROPOSED 80TANICAL NAME COMMON NAME
LF LF 1/Y~FOOT 3~000S PM~10(l~) d; I I / / ~ ~~4• ~ 182 182 QUERCUS PHELLOS NALLOW OAK ti o~
ROAD "A" 2,024 4,016 ~ 3,, I ' ~ 1/4' PER FOOT 3
ROAD "B" 1,725 1,695 ~1
ROAD "C" 637 1.015 ` 1 / / pOMPACTED SUBGRAOE 8: ~ ,r~' PER F00T PLANT LIST
ROAD "D" ggp 728 unutY s~ FOR NATURAL (iAS,
TOTAL 5,376 7,454 ~ ~ / / (UL DE SAf /MINO ~ ~ ~ ~ mac. a ~/2 PER FOOT L/MINOR SUBDIVISION STREET 0 ~~T ~ QN~ BOTANIC/1l NAME COMMON NAME ROOT SIZE HEIGHT
z,• ~ 56 TYPICAL STREE \ Rl' GREET CROSS-SECTION 182 cu~a,s ~EUOS w~~~ow o,,K ee z ,~2" CAL. e~-,o'
~ 14 PLATANUS OCdOENTAUS SYCAMORE 86 2 1/2" CAL. 8'-10' ~P~~ 14 q.EX OPACA AMERICAN HOLLY BB 2 1/2" CAL. 8'-10'
Ro' ~ N. 1~~ ~ ~ \ N.T.S• ETC. O 1/2' PER FOOT 6S CAMELLIA SASANQUA SASANQUA CAMELLIA CONT. 3 GAL. 3'
60' RIGH 1 ~ ~ ~ ~ ~~air 'RIGHT-OF-WAY ~ ~ os r~~c~? c~~aA wax Mrt~ coriT. 3 GAI. a'
/tea / • ~ / EASEMENT
\ \ / i ~ < ~ NOTES: 1. PUNT SIZES d~ HEIGH75 INOICATEO SPECIFY MIMMUM ALLOWABLE SIZES AT PWVIING.
g$ 7 s
~T s~c~o ~ ,_2 ~.s~ a,5 '2's~ 5 3 TYPE B SCREENING 1,355 LF PLANT LEGEND
Mme. , r
~ ~ IMPORTANT CHANNEL ROUNDABOUT ENLARGEMENT PLAN 1 -50-0 f ~S ~ ~ ru~oNeo cuaB ac currae T1rPE B VEGETATIVE SCREEN 10' vYIDE: ~ (~N) 2 TREES/1.000 SF ~ 28 TREES REQUIRED
1/4 r`' ~ / ~ ~ . 1/4" PER FOOT WILLOW OAK 3 12 SHRUBS/1,0~ SF ~ 163 SHRUBS REQUIRED RO f~ rim......
~ ~ MINIMUM 307r EVERGREEN f'~'~ Y
~ I~'' ~ ~ f 1''~ 4 ? ~ AREA LOCA7E0 IN / / , ~ ' 1/Y PER F00T AADE 8" C/?BC OThIERS ~C 1%Y PER FOOT ( 'j SYCIJ~AORE
s~ w~E CONS, SlpEyy,~Ut QTY. BOTANICAL NAME COMMON NAME MATURE HEIdiT ~~j 4 ~ +
Aar 5 ,41 ~ ~ ~ / ~ ~ e j~ ~R FooT~""`K SUBDIVISION C DIVISION COLLECTOR STREET e ,i4• PER FOOT , 14 PI.ATANUS OCGDENTALIS SYCAMORE 75-100 ~i,~~j ~y 1 ~
.-N ~I , ~S~.g~` '5~~.5 ` rte'" F~v ~ i? ~ M o wr~ww a i ~ ~ ~ cis, TYPICAL STREE ~ r ~ ~ , ETC 01%Y PER F00T N GREET CROSS-SECTION Foy ~ ,4 ~~x o~~c~ AWIERICAN HOLLY ao-eo~ '~l'~ TELEPHONE, CABLE, 65 CAMELLIA SASANWA SASANQUA CAMELLIA 7-12'
2r~_a~... RJR ~ 'C ~~J'~, x NEB r ,4 D G . F~?
r ~ 4 ~`1 ~ ~J'~ YARLEY, oAV~o H~ ANO ~aNESn M. PAVEMENT SECTION SHALL BE VERIFI 1 ti r y~ ~ ~ ~ ~ PIN 1 841 79 7617 N.T.S. ~ t/2 PER F00T 98 MYRICA CERIFERA WAX MYRTLE 10-12' ~ SASANQUACAMELLU? VERIFIED BY A GEOTECHNICAL ENGINEER ~ pUNT UST FOR PLANTING SIZES ~ W'~M~ 10-26-2007
J' ~ 1, ~ ~ ~y ZONING: RD ~ ? ~ LAND USE: RESIDENTIAL "
y EX. NEUSE +w yr+ ~ ~ ( RIVER BUFFER / r INTERIAIT~ENT CHANNEL ~ .r Peter D. Fraccaroli
~ r~ . PROJECT NOTES PROFESSIONAL ENGINEER
{ate ` / r ~ ~ ~ ~ q ~ `i, ~.l~a--~^~ c' ~ ~ PROPOSED LEVEL SPIDER ~3
A~ ~,o~ ~ I I 'aa; ~ PROPOSED TREE ~ ~ ~ ~ ~ ~ k~Sr~ '-r' AREA LOCATED (N THE NRRB E NRRB ` y ~ 1, ALL LOTS WILL BE CONNECTED TO THE dTY OF RALEIGH WATER AND SANITARY SEVYER ~,F-... . r SYSTEMS.
UNE /TREE SAVE i ~T'S~ ~ n' ~ ~ 96 I ~ Q 4~,,,~„~Z ~ \ \ WILL BE OPEN SPICE . ! N/F ~ N/F 2, ALL EXISTING VEGETATION IN BUFFER AREAS TO REMAIN IN UNGRADED AREAS.
AREA. ~'~i L~~~ ~ / ~ .Q ~ ` ~ ~ o, ,u„r a,. rs "r" ..n Y'~ ti 6~ OJt~J~11~J~ ~ RUZNAIR, GREGORY R. AND MC COIG, RALPH JR. EDI' / , ' P'N ~LIN841891370 ~ PIN ONING~aRD260 3. ALL STORM ~RAINA(~E LOCATED OUTSIDE THE PROPOSED STREET RIGHT-OF-WAY SHALL BE
ZONING: RD J LAND USE: RESIDENTIAL PROVIDED VNTH STANDARD EASEMENT VNDTHS AS PER TOWN OF WAKE FOREST REQUIREMENTS
~ ~SPREAOER yNx' , \ < ~ ~ y~ pRldNAGEWAY PROPOSED 8' rr ~ ~ ~ 3o yo a0 ~t,~`' ~ ~ ~ ~ '~t~ ~ C ~ \ ` STREET TREE 'yl~` BUFFER ~ ` LAND USE' RESIDENTIAL ~ AND SHALL BE DEDICATED TO THE TOWN OF WAKE FOREST ON ?HE FlNAL PLAT.
~ ~ ~ 47b R ~ ~ EASE1AENT ~c r^ ~t ~ PR~08~D ' 30" ~ \ ~ ~ ~1, ~ ~ yw~Y Nvo'v~urr ~eseMavr ~
GURB ~ D a° ~ ~ ,w. RMOM?AY MI ~ 101 ~ ~ uy, ~ ~ ~ sr I 1 aeo ~ ~ f ~ a ~ aF ~ ~ r-~ ~ _ - - 4. ALl SANITARY SEWER LOCATED OUTSIDE THE PROPOSED STREET RIGHT-OF-WAY SHALL BE ~ I__ ~ PROVIDED WITH STANDARD EASEMENT VMOTHS AS PER CITY OF RALEIGH REQUIREMENTS ANO THE MEADOWS
~ r~ SHALL BE DEDICATED TO THE CITY OF RALEIGH ON THE FlNAL PLAT. CONSTRUCTION PIAN
~o~e l O ~ J .a ~ ~ ~ ~ O I I I I 27 ~ / ~ ~ , ~ - ~~-oF- ~ 9o'xs~v' s~c~+r ~ 3~ 1 ~ ~ I I ~ I ~ I ~ / ~ ~ ~ ~ ~ ' , ~cau~rior, .HT-OF-WAY MID CONSTRUCTION QUISITION FROM AO,u?CENT PROPERTY `J ~ 5. ALL EASEMENTS VMTH PIPES AND/OR STRUCTURES SHALL BE CLEARED do GRUBBED AND
BUILDING SETBACKS, LOTS AREAS, & LOT WIDTHS - ~ ~ ~ ..``OWNER r1ER _ . _ - " SEEDED.
ZONING MINIMUM MINIMUM FRONt SIDE REAR ~ ~ / ~ --Y - ~ r-- 6. THESE SITES ARE NOT LOCATED IN FEMA DESIGNATED fL00DPUIN PER DIGITAL DATA N~ PROVIDED BY WWW.NCFLOODMAPS.COM ANO IS REFERENCED BY NORTH CAROLINA FlRM MAP ~
LOT WIDTH LOT AREA SIDE CORNER r ~ ~ ~ O ~ , ~ \ ~ ~ ~ \ 3720185000) ADOPTED 5/2/2006. SMITH, EOWAR~ B. AND LOUISE T.
C.U. R 8 SO' 8,000 SF 20' S' 15' 20' ~ ~ , ~ ~ ~ ~ ~ ~ . c PIN ZONING•18RD142 ~ 7. RECREATION REQUIREMENT MET BY RECREATION FACILITY FEE ANO%R LAND DEDICAl10N. IN
C.U. R-10 60' 10,000 SF 30' 1C 20' 20' ~ ~ ~ ~ ~ ~ ' 9 'SIGHT . - - LAND USE: VACANT
~ 0 - r 34" Cl1R~ dt `GUT'T'ER- , ~ ~ 8. ALL STREETS SIDEWALK ANO STORM DRAIN CONSTRUCTION SHALL BE IN ACCORDANCE MATH Wake Forest
C ~ ~ I I ~ I / ~ ~ ` \ l \ ~ ~ ~ / / \ PROPOSE 'ROPOSED OPEN SPACE I TOWN OF WAKE FOREST STANDARDS AND SPECIFlCATIONS, LATEST EDITION.
9. ALL WATER AND SEWER CONSTRUCnON SHALL BE IN ACCORDANCE WITH dTY OF RALEIGH North Caroli*na
bets er ~ ~ ~ / . ~ \ / /O PROPOSED ROPOSEO LEVEI. SPREI~DER ~J ~ STANDARDS AND SPECIFICATIONS LATEST EDITION.
NOTES F4R EXISTING TREE RETAINING WALL ~ sro~,,~ ~ < ~ OO ~ p y 1~ o.~'' J . J I N~F ae4i s~ / ~ __t__...__. _ 10. PAVEMENT DESIGN SHALL BE VERIf'IED BY A GEOTECHNICAL ENGINEER'S REPORT, Wake County
~ \ ~ ~ > ~ ~ M dER~ 7AM{~S-I ~TERES~A / OP < ~ ~R?j \ ~ i _ ~ 184 79159b- ~ / ~R. -
1. CON?RACtOR SHALL HIRE A NC LICENSED ARB~2IST TO INSPECT THE 31" TREE TO BE ~ ~ j ~ ~n \ ~ 9o'~d' .star - ~ I' - - Z0 ~ ~j~' ~ ~ ~ , ~ , i n \ 0.717 S 4~ ~ 1 A1V5 HSE' V ANT , \ ~ ~ 21 / ~ PROPOSED /S~' pWIDE CONCRETE Bow 11. HCA DENOTES LOCATfflN OF PROPOSED HANDICAP ACCESS AT CURB/SIDEWALK. SI~~A~r ~ ~ PIN ~j;
SAVED PRIOR TO START OF SITE CONSTRUCTION ANO PRIOR TO INSTALLATION OF RETAINING WAU, THE ARBORIST SHALL RECOMEND CONSTRUCTION METHODS FOR ~ ~ ~ ,C~ TRIANIGI.~ ~ ~ ~ 40,e~ ~ "7 Q ~ ~ ~ ~ ~C ~ st \ / / ~ / ~ / ~ LAND U~ ~ 2• EXISTING VEGETATION AND NATURAL AREAS WILL BE PROTECTED TO 1NE GREATEST EXTENT
GRADING AND RETAINING WALL INSTALLAl10N AND POST CONSTRUCTION TREATMENT ~ ' ~ r O O . , , ~ , ~ s, . , o ; ; 59 ~~~Q ~ ~ 37 , o, , 4 POSSI~E AND MINIMUM CLEARING OF LAND SHALL BE UNDERTAKEN DURING DEVELOPMENT. SITE PLAN
METHODS THAT WILL MINIMIZE DAMAGE TO THE TREE AND THAT HALL PROMOTE THE ` r„ \ ~ ~ ~ HEALTH AND LONGEVITY OF THE TREE AFTER CONSTRUCTION. ~ " ~ ~ ~ , ,i 2. 1HE PROPOSED RE?AWING WALL SHALL BE A PRECAST CONCRETE MODULAR BLOCK ` ~ „r ~ / ~ ~ \ 1oa I p LIC R I ~q~ 1 ~ O/ ~ ~ O ~ ~ i ~ ' ~ 13. THIS PHASE OF THE PROJECT GOES NOT PROPOSE FILL IN THE 100-YR OR 800-YR FL000
J O ~ ~ f , PROPOSED 30" CURB PLAINS
WALL SIMILAR TO ONE MANUFACTl1RED BY VERSA-LOK OR KEYSTONE RETAINING WALL ~ 91 ANO GUITER~ (lYP•)
SYSTEMS. EVERY EFFORT SHALL BE MADE TO PROTECT THE TREE AND IT'S ROOT ~ \ ~ ~ THE 18 14• ALL PRIVATE COMMON AND OPEN SPACE AREAS SHALL BE OWNED ANO MAINTAINED BY THE q~ PROPOSED 10' WIDE HOME OWNERS ASSOCIATION.
SYSTEM. ONLY HAND EXCAVATION SHALL BE ALLOWED WITHIN THE DRIP UNE UNLESS ~ ~ ~ w OCTOBER 26, 2007
OTHERNASE AUTHORIZED BY THE ARBORIST, \ ~ ~ ~ ~ ~ ~ 15. ALL RETAINING WALLS OVER 30" MAY REQUIRE PERMITTING BY THE TOWN OF WAKE FOREST. ~ 17 /
3. WEEPHOLES SHALL 8E INStALLEO IN THE WALL AT R.O.W. UNOERDRAIN PIPE BEHIND \ • ~ ~ 4 16. CONTRACTOR SHALL VERIFY IOCATIONS~ ELEVATIONS AND SIZES Of EXISTING PUBLIC
THE WALL SHALL 8E DIVERTED TO C8~309. \ Q ~~e~~ ~ ~,p,~ U1ILITIES PRIOR TO ANY EXCAVATIONS GRADING ~t INSTALLATION Of UNDERGROUND UTILITIES 16 / ~ ON OR ADJACENT TO THE PROJECT.
4. THE CON?RACtOR SHALL SUBMIt SHOP DRAWINGS FOR THE RETAINING WALL AND ~ ~ ~ • A/~
UNDERDRAIN CONNECTION TO THE ENGINEER FOR APPROVAL ~ ; A~ f ~ /4'~ / ~
5. tOP OF WALL ELEVATION SHALL BE SET MIN. 3 ABOVE EXISTING GROUND ON THE ~ / ~ i PROPOSED TREE LINE
TREE SIDE. " 'PROP, d' STREET \ i TREE fJ1SEMENT ~ ~ \ ~ O , ~ ~ RECREI?TION~ ` ~ ~ i O~ ~ ~t1~~ rya: 4 set' O i ~ i < ~ ~ ~ ~ LAN ,p~ , /TREE SAVE AREA NSF ~ / LAN
t E t / ~ ~4 / / P NABS 18~ 882503 ~ / /
- ~ ~ - ~ ~ ~ ~ ~ ZONWG: RD ~ r I! J ~ / / ~ / ~ LAND USE: RESIDENTIAL % / ~ 1
. - ~ 9 ~ l~ , -REASIONS:
O, Q O/ ~ ~ ~ \ ~ ' i ' / 3 PRISED 8' STREET ~ / ' / ` N0. DATE DESC.
g p ~ ~ ~ 1 0-19-07 1st DWQ SUBMITTAL
x ~ oc~snNC rn~ To ~ ~ ~ i - r ; N F / ~ i ~ / ~ ~ f ~ I WAKE ELECTRIC V`' 2 10-26-07 2nd DWQ SUBMITTAL
g YtR~mE~CTEANDO TO 8~. M ~ f~~ ~ / / \1 ` ~ / ~ ~ ~ ~ r P NM pER 8411885 97
o ~ ,e / ~ ~ 12 ~ ' ~ ~ J LANDNUSE: VACANT ~ I ~ I _ _ aaoPOSEO ~o ~noE PROPOSED Zo' ww~ s~t~r Y~ao
nrPE 'e• eu~a eu~~ (exisr. vEC. sw~ ee uso~ n~ t i•
V ~ 1 \ / ~ 'Eb ~ ~ ~ L_ _ - - THIS UREA WfTH SUPPLEMENT/1L PUNTING r ~ f \ o,~ ~ ~ r ~ WHERE DETERw11NED BY THE TOWN OF ~ °
\ \ ~ ~ I 11 ~ WAKE FOREST STAFF) y~-~
~ / ~ ~ \ 79 ~ ~ <~~A / / ~ O / / ^ ~.~er~~~ ~ p~ GTED TO BE '~.A. ~ ~ \
\ / ~ - !t ~j~ ---PR~PiSSEO 1O~ WIDE TYPE 'B" BUFFER ,r 3 2 GUET7ERMAN, CHAD T.
~ / ~ 3, , , ~ ~ ~ ~ ~ ~ y ~W ItEM~WN AND TQ ~ ~ O/ ~ \ ~ 47 / / gyp, ~ / NSF ,~I I R ~Q PZONING:~ CU8R4154
o°c PROPO~B ~RFE......-..._ Q ~ A~r7R~EE~SAVE ~i ~ / = AMMON, JEREMIAH AND NANCY L. $J x ~ LAND USE: RESIDENTIAL \ L _ E 2 PIN 1841880343
~ ~ 80 ~ 1 a Q aROt~crEO ; ~ i ~ ~ ~ ~ i J / ~ ZONING: RD / ~ ~ ~ ~ ~E~ LAND USE: RESIDENTIAL l ~ ~ ~ ` ~
t ~ ~ ` \ / { DWQ
~Z~ /~QTj2 ~ @Q • r I._..'~"- ti ` f ~ !f O PMN y:E1841884026
\ Jf STORM EDDRNN , • ~ EASEMEM ~ / ~r ~ ~ ~ ~ ~ ~i~ - 1~'~~ f ~ ZONING: CU R-15 O I ~ ~ ~ ~ `,app ~ - ~J"'"" I ~ ~ ~ LAND USE: RESIDENTIAL
til ~ I e ~ -l ~s.,oo s ~ .~1 2 ~ i~ PaoPOSEC ~noE s~oEw~uc ~ SUBMITTAL SET
PROPO$OD ~EVB~. a SPREADER /2 \'4$O C ~tND l f \ \ O~ ~ SPREADER ~4 ~rp~ / / ..r e ,l ,1, O ~ 1 T y.,a~,_~~•a.a~ ~ q I 3O I I O ~ ~ A J ~ i N uc l 9O $~Ci~ I I ~ ~ 1 6 ~ I I ~ I I I I t ~ ~ BISHOP, OAN AND SH RI `
v ~ OAD Ah / t PIN iaa~ea2os - ~ ~ ~~.;,a?ra~, ~ I JO' ~ ~t•• ZONING: CU R-1
a ~..J 'rsi s L'~EN \ 83 I 1 O \ ?'M 'l` oEac~e~~o to E `i i r / / ~ ~ L'''EN SP~1C~ D ~ ? ~ ~ TOWN OF WAKE ~ / ~ ~ I ~ I 1 (60' R~ - 1 T # LAND USE: RESIDEN~AL L ~ ~ _ J PREPARED FOR.
X ~ bEdICAT TOWN ` wbEdICATED TO TItE tt,~ y~ I I `ad~p / ~ ~ ~ FOREST ~ \ \~g j~ / MOWN QF WAKf _ J t_ - r / 71 ~ ~ ~ 1ST AMERICAN BUILDERS
F0 ~ +tssp. i ~o soM~ ~trr.) 2514 Reliance Avenue
~ ~s0'~.. F ~ A NC N moo'""' ~ ~ S J''.`"~""_...~ w ~ r`~- 7j ~ ~ _ N e ~w pia, r
~ ~ PROPOSED OPEN Apex, North Carolina 27539
919-303-8525
o • ~ ~ t ~ ~ ~ I ~I AREA LOCATED IN PRe~ ED 20' STORM ~ u ~~yv f~,,,,,..,,..,'' / THE NRRB YVILL D EASEMENT G ~ R 7 ~
~1 ~ F"` ~ ~ BE OPEN SPACE ~ PROPOSED 30" CURB j 1 ' x
r ~ ~ OfISTING NEUSE' ~ i . ~ ~ ~ THE EXI "r ` RIVER 9UFFE I N/F rHE ~nsr~c PoNO gnu eE owuNEO. ~w~ cuTra~~ (rn'J ww es zoo>> t ~ / ~ i
1 ~ ~ ~r ELUS, JULIE G. AND ~ TME UN r ~ ~ ~ ` ~ ~ ~ ~ ~ SITE DATA DANIEL A. SAFRtET ~ aSPOSE ~ 1 ~ r PIN 1841781057 ~ AND AC a, 1 ' I TOTAL LOT AREAL .3S.RJS AC LAND USEINRESRDENTIAL ~ ~ /~Q TO ~ 1. - LILIPl1T ter- AVERAGE LOT SIZE; 8,488 SF (R-8) ~+E uNSUrr~ ~u?r~ ~MavEO ~wc coo~+,~~cs ~ 1 ~ ~ I N ~ 1 DISPOSED OF AT AN APPRONEO FACILRY N~a10068.266 ~ BSC GROt1P
39 AND ACCEPTABLE FlLL MATERUL WILL BE N/F E~2t4a0oAOto ~ ~ ~ Q ~ N/F PlACEO AND COMIPACTED TO FILL VOIDS DUDLEY, ALBERT ALLEN CGF~Q9P~O4276 f If r ' ROHLF, SCOTT ~ r
AND TO BRINE AREA TO ROUGH GRADE, PIN ONING.~ RD056 ~t I ~r ~ ~ Z KING 4~R 71059 J LAND USE: RESIDENTIAL ~QP~$EO ACCESS EASEMENT `rf i ~ I L~ D USE: RESIDENTIAL f Q ~ 701 Corporate Center Dr., Suite 163
~ ~g r ~ t ~ p Raleigh, North Carolina
0 t l t THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION ; j g 27607
3~ ~ BY 1HE TOWN OF WAKE F~EST f j 'Y V v 919-854-0811
~ i^ 'fi Z \ r ~ ~ 12.264 SF (R-10) DUDLEY. ALBERT ALLEN j ~ r ~ V 7URN~RF " --7' Y ' 'r PIN ONING~ RD056 ~ ~ ~ ~ P~> #;,.184187~~~~ J/
~ ~ i ~ \ 1,~ - ~ ~ ~ ! l NUMBER OF LOTS: 73 (R-8) n 2006 asp G..,uo. Inc.
31 (R-10) LAND USE: RESIDENTIAL ~ 1 l LANDURS R-lOv~ ~ RESIDENTIAL I
i 0-00 TOTAL LOTS: 104 SINGLE FAMILY ENGINEERING DEPARTMENT DATE GRAPHIC SCALE
~ ~ ~ ~ 1 (as L (ss~ ACERACE: PUBLIC rPA: a si Ac PIN ,y,• n184~7870'764 Ir 2 2 5,0 122 290
~ lANDON/NC: R-10 SE. RESIDENT/AL IN FEET 1 fnch =100 ft,
i AMorirr STE: o.63 Ac LOTS: 24.1 AC Imp
D NOTE: OPEN SPACE AND COMMON AREAS VMLL BE FILE:
OWNED AND MANAGED BY HONE OWNERS ASSOGA?WN. N ~ I NI~N e 1g ,6 PIN 81841781057 DANIEL A. SAFRIET LAND ~ RfSIp-- 10 CITY OF RALEIGH UTILITIES DATE EILIS, JULIE ENTIqL I DWG. NO: C.1.0
TREE PRESERVATION ENLARGEMENT PLAN 1"=20-0" ZONING: RD ~ r LAND USE: RESIDENTIAL SHEET 4 OF 35 JOB. NO: 06020.00
S

STRUCTURE ELEVATIONS STRUCTURE ELEVATIONS
1A ? l STRUCT, AREA RAT, Q-10 CUMUI.. PIPE PIPE PIPE VI 1A LL XI N TATI N IN FF R A A R MAIN IN N RA AR U A STRUCT, TYPE ACRES COEF. CFS CFS DIA, LENGTH Sl E FI OP IPE VEI. STRUCT, AREA RAT. -10 Cl~l L, PIPE PIPE PIPE VEL. Q U LOPE FPS TOC TOP ~VV1 IN INV, OUT STRUCT. TYPE A CF F IA TH LOPE T INV IN INV OUT CRES COEF. S C S D IENG S FPS OC OP , XJT
l T RM IN - - , LL 0 RA A A P GELC TI F D S DE TH PR TR T I 0 OSED S E T WAY SO - - - - - - - - - - - - - - - - - - - - - -
SHAI SHAL PR VI P P L D D WITH RIVA F E A M N WI TE E SE E DTHS A R T W S E WN AK E 509 C8 0.40 0.70 210 111N1NININ111N1111NNININ1111NIININ N111 N1NNNNIINNNNNNII NINN .......N..N 372.86 - 369.19 202 C8 0.45 0.70 2.3 395.73 392.06 06
F E F ETR IRM ' S E E ENT U S 2,0 15 22,83 0.61X 508 DC9 - - 11111111111111111111111.1111111.1111.111111111111111111111111111111 N11111 )s1 ' . X 3.9 2.3 15 120.00 0.50x 3,7 ...............N................ 372,88 389/05 368.30 203 C8 0.47 7 2 4 .......................N....................................................................... 398 95 391.48 391,26 0, 0 26 ?i
Al ,ALL ASEMENT WITH PIP AN R S ES D TR R 0 ES SHA B AR UCTU 11 E LE E 4.7 15 32,83 0.82x 5.2 201 C8 0.08 0.70 0.4 .................................................N............................................. 396.95 390,99 390,79 7~ 79
GRUE GRUBBE AN E E 111111111111111111111111111111111111111111111111111111....1.....1.......11........... D D SE D D. 503 7 C8 0.80 0. 0 3.0 30 1 " 5.1 15 99.8 9 0. Ox 5,8 373.89 - 370,22 101 C8 - - - 14 398.01 389,89 3891 14 y
4 TH 5 22,83 0161x 504 CB - 11111111111111111111111111111111111111111111111111111111111111111111111111N111111111 N M 4 THI I I L ATE AD A NT P P OC D J CE T M A A 0 DESI 0 AIN N A GN OOD L ZO E ER ).61 x 4?3 ...•.......N...•........•.•..•.. 373,89 370,08 366?48
FIRM N N FIRM 371 17 A 83C0 7E M R H 1 3 99 / THI I I 2 S S TE S L A IN ON X TED Z E 105 C8 0.33 0.70 1, 7 ..../1.........1...11.....N....1//..........1...........N...........1..1 400.92 - 397.25 » ' 0153x 3.3 1.7 15 22.63 1 377,92 - 374.25 25
' 512 C6 0188 0,70 3,4 ••••••1111..11..1.......1..........1.1...1........11......1.....1...1.......11....1. it i 314 15 2.04x ~ 181,74 51 0 DC8 1 ~02 0~ 70 5 111111..11.,1,1.,11.,1.111.1 111,1111111111111111111,11,1,111,1.111.1..1111.111,1.,1 .2 104 DCB 0.74 0.70 3.7 400.92 397,13 396/93 !.04x 6,9 0.81 x 5,3 56.87 5.4 15 1.1•••1•..111.11.•••.••••••••11•• 374,22 370,55 370,30 93
GREA N » ~ N P A L sls ~s ~,29x ~~e.oa GREATEST EX NT P I 508 DCS 1,08 0.70 5,5 •••••1....1.11...11.111.1..1 111111111111111111111111.1.1...1.111........11.111.11.. TE OSS BLE AND THAT MINIM M AIN ~ U LE R LAND SHA ? OF LL 103 /1.,..1...11111111.1.1111111 .11.1....1111.••1.11..1...1...11...11.111.1........1.1,..1.....1.. 401.54 396147 396127 C8 0,16 0.70 0, S u ,29x 7,3 ' 6 15 35.37 1141x 7.1 .2 1.1.••°•••.1••1••...••.••••1.11. 372.86 368/80 368,30 9 77 395.52 102 8 _ ..N NINHNNN1N 11111.1.I.N.NNN.NII,NN111,°.1 H.NN.,IN NN..NI. NIN NNI/N..•. 401.03 3 5. C 27 52
BE U 1s/~ 24 o.sox ~ N 108,26 BE UN ERTAK N RIN P ....1 .................11..11111.1...1....1..........................11..111...1.1.1 D E M DU G DEVEL NT XI TIN TR O E, E S G EES REATER THAN 4 IAM R 507 G 2 D ETE 0 7 1 CB .25 01 0 ,3 ?.sox s.3 1............1...1........1..111. 374.03 3b7.65 367.45
TO E31 RAD 17.4 24 ~ o,sox ~ 127,39 TO BE PR T TH R P F OTECTED 0 E G EATEST XTENT I T F E OSS 6LE OU SiDE 0 THE LIMI TS 0 . ......1....11............ 111111111111111111......1........1........1...... 11 504 CB 0,11 0,70 0,5 • • 1. _ _ 20.9 24 0/90x RADING FOR PR OSED RI HT F i160x 6,4 373,89 366168 366,48 ...IN.......1...1.....N.N.................N......./........................................1 _ 107 406,09 402,42 C8 0.79 0,70 4.0 » ?.90x 7.8 0.61 x 3.8 42
OP G WAY 1 0 ,0 502 C8 0.26 0170 113 .....1.,.1...1.1...1........ 1..111..1...1./..1./........1/.11...1...1.....1. N1...1. f~ , 22.2 24 8.osx t 13218 4.0 15 32,83 ......1.....1.°1...1....1/..... 371.20 365,11 358.63 108 - - - ............................................/.................1.......1..1..... N............... 406/09 402/22 402.02 C8 ~.osx le.s 02
6, Al 501 ~ - 111 /11/11N 1N111N 1/111/1/1 1N1111NN N1N NIN 1N11111111N 1/11 N1111N11 N11N1 6, ALL C TR TI HA F ~ ONS UC ON S LL 6E IN A DAN IMTH T WN A F CCOR 0 O W KE E T OR S 3.1 12 1101x 38 7r 11/111...11°1.°1...111...,1.1.. 353,50 347,91 346,97 .01 x 5.1 I.N.NN.INN N.NNNNI,IIN1 _ 346,60 /NIN/1./.1.1N.../.NN.NNN.NNI.IN/I.NNN.. N.. N/...N.N.1.N..N.. N.N.NN.NN.. _ 4
TAN S OS ND SPE ,CA~ N T ~ N 500 I~S - - .....1.....1.1.1....1......../............1.N..I..N .............1....11..1.. N./...~ STANDAR A `M., r`~11, ' SLATES EDI 0 S, 109 414,18 410, 9 C8 0.42 0,70 2,1 » 2.1 15 32.83 0,61x 3,7 49
PF 7 7 PR VI RA A 0 D L ND HAR WA R D R WI FI R A E LTE LL AT AIN C CH S 501 ~ - ....../111111111111111111/11~~.1111/1/111111N11111111/11111111111N11 N11111/111111 108 11.1°.111 .............N......./............N.........1................N..N..1...../...... 414,16 410,29 410.09 C8 0.34 0,70 1,7 » ~ 3.8 15 165,92 .I..N. . 4.74x 9.4 .N../ .....1.11.1• 353,50 347,11 347,97 108 ..,1H.1.1/....1..1/1...........1....1..1.../°.../../..1°..11...... /.11.1 °.11...1....1..1 406/09 402.22 402.02 09 02
? CC 19,1 24 9.05x 1 32.81 499 I~S IN1111NNI1NI111NN111NIN 1111 N11 NIN 1NN N11NI/N1N11N1N1•N111NN1N11 CONTRA T R HA RIFY C 0 S LL L ATI N VATI AN P OC 0 S ELE S XI TIN D SIZES OF S G UBLIC C8 0,12 0.70 0,6 ~.05x 18,6 8.4 112,55 15 5/55x 11,9 .NINI. NII.NNIN. N.NN...11 345,00 v 102 ...11........1....111..N...I.I.I....I..I.....I..N..M.......1 401,03 395,77 395,52 C8 0.08 0.70 0.4 52
uTlu UTIUTI PRI T ANY F ES X AVA N 0 E C TI AIN IN TA TI N O S GR D G OR S lLA N R R 0 0 U DE G OUND 15,0 122,69 18 2.60x 10.9 101 0,08 .1..1..1......11..../11......1..1.11/1....1..°......°1.°.......1......1..1 398,10 392.33 389.69 C8 0.70 0.4 69
u N P 1NNNI1NNN11NN1111111 NN111N N1N 11111NNIIN INNNNNNI M11111/I1.111 U S R A A NT T J TH T 409 C6 0,88 0.70 4,4 ~ ~ , 4.4 15 0,61x 22,83 .I......N - 21,2 1 60' 24 63, 6,86x 10,7 390,22 386.55 99 - - _ ....N 383,22 378,47 377.16 )161x 4.6 J6 21.2 ' 16
Al 408 C9 1..1...1...1...1....1...1.1.....1 ......................1.1..1...1.........1.....1.... ,ALL AT AIN HA N T -I S S LL O N H WI TR R C U WITH I Y 24 58,17 O.s2x 20,5 390.22 388.41 385.44 98 - - - ....1..1 .............................................N.......1................................. _ - 376.80 FES 80 CARO
FRI EP FRIEN Y RA RA F F DL G S RAM AN PP TES ES X HA RTII D6 ESS L6ECE N R L ED CD T A VE 407 ~ 1120 0,70 6,0 INI1N11111111N NIINIINI~ 11111N11111111N11 N1111N N1NNN1N1NNN11111N11 11NNNN.HNNIH.IU••••••••• 382?08 - 378,16
1a o? 810 18 0,61l~ 22.83 1 A PIP A F P P - - 1........1.1.1.......1....1.....1.........1..11.......1......1..1 .............1.1...1 0? LL E H LL E LA III R IN R S C SS E D I N 0 C CONCRE U LES TH RIM N 408 S 0 E E TE C S 0 D. B 99 _ IN1 N..N.1111N1111.N./111.N.N.NNI/.NNIIN.NN..N..IN......N.1N.1 N......N1NN.. 383.22 378.40 )161l~ 5,1 21,2 90 12 38, 0.98x 8.2 382.08 378.02 377,52 . 100 - - - .•.1.1/1./1..1........I ................I.....N..1......1..1./...........11°/1.....1........... _ - 372,48 40 48
FES 1
11 N , ANY 11 N ARI A I P FF , N IS L N A A A N RI A L I ARI N , , BU R ' 404 DC8 1,10 0.70 5,5 111111111111111M111/1/1111111111111111111111111111111/111111111111N1/11111111111111 ANY R I NA AR A 5.5 15 56,60 5.18x N.1......1......1.....N. • 384,28 - 380.61 1 311 ..11...1./11.111....1..N...1...../..1.....11...../.....1...1.1.1.1...1....°..°.../.......1... 391,61 - 387,61 C8 0.14 0.70 0.7 ,.18x 11.1 » 61 4
405 ~ 1..11.111..11..11..1..111.111.111.1.1...111..11.1111...111.1.1..111..1..111...111.1.1 7 1 44.85 0, 5 .111......11...1.1.1....11....11. O.QOx 3.6 381,63 377.68 376,93 310 - .111.11.11111/.11111.111..1111111.111111..11,11.1111.1..111.111.111.1.111.1..1.1.,111111.111.1.1 391,58 387,34 387,14 C8 14 ' ' ~~~~:~s~ :fix .
1? BUILt 1 TRA T A C AR AN RA TR AN RI HT- F-WA ? C SH LL L D G E S SETS G FlR T TH YS S BUILDERS HALL LEAR INDIVID A A NEEDS F TRU TIN H 111111111„11/,././,.INI/„ /1111111/IINIIIIIINIIII/1111/IIIIIINIIN11111/11/III S C U L LOTS S D OR CONS C O S 411 C8 0,65 0.10 3,3 ~ 1111N1.N11.111111111.1111N1111 398,86 - 395,19 F9
3,3 15 o,e~x 22.83 410 C8 0?15 0.70 018 INNIINNININ NIN NN11~~1111/11N N/NIINN1/1NN111N11NNN/N111NN11/11 INI NIIII.INII.IIIN.1.1111111111111111N11N 11111 N11/NI111111,1111/.IINI..IINIIN111111/1 382104 • 378137 C8 0.29 0.70 1,4 ),s1x 4,4 . .111..1. .1...1.1.1 . .11 1 , 4 I S 32.81 N 11.111° 1 0,61x 3.6 398.88 395.05 394,85 , , . 37
13 A 13 AC T EXISTING EASEMENT M T MAINTAIN A A TIM 4,1 15 S,12x 1 ? CESS 0 S US E ED LL ES 180.00 C8 0, IL 0,70 0,~ N1111N N11N1111NN N11N~~NNN1N 111NINININININNNINN111 N111N11N111 v ww 9,1 15 13' 2/99x ' 307 C8 - .1.1..111..11111./11.11° 1.1.1..1./.1.......1.1..1......1...11...1 .1..1.1 .....1..11.1.1.1.1.1 32.04 378.17 377.97 s,12x 10,2 11....1...11.....1.1.1........1.. 390,22 385,64 385.44 97 10-26r-2007
1 Ir A 240, ~ V,~~ 0,70 0,8 1111NN11NNIN11111 NIIN 1,N1N N1N1N111NIINNIN1N11111N1/11NNIIINN111 1 IN AR R XI N N Y P ~ ASWHR L L A S G AI A T A 15,9 24 o,74x 52,39 !199x 10,1 ..1.11.IN1/1.11.111.1/1111N111. 382,08 378.27 377,52 302 DC9 217 0,70 11 ~0 •11.11111.1111111./111./11°11..11111//.111//1111NI.N11 //1/1.11.11.1.1.1..11111.1.1...1.1.1.11 371,83 33.18 ),74x 6,9 ? 16
IN u IN LODE WASH ST E ACROSS THE EASEMENTS T HELP WITH ACCESS CON RN - _ _ ••••••1••1••••••11•••1••••11.1••1••••111././1..1.N111.//1111.1.1.11111 N..111.111111 ON CE S, 405 J6 21,4 24 1 2.07x 68.40 131,64 .1.,,,,IN..1/1.11111.1.1.1111111 11,0 1S 0,57x 4,5 381,63 377,13 376.93 _ _ . 1.I I....I.N 11111.111.11.1...111111111....1..1.,111..,11.1°.111.111.1/1.11 300A C8 - .1..°.111 / .1.111 371,83 367.41 366,66 !.07x 11.1 .NNNIN...1°1.°°1......••1• 377,87 373,45 373,25 Peter D. Fraccaroli
r ~ 15, ~ 402 C9 0,1) 0.70 0,9 111/1111111111111 ~~1111111111.......1...1.....11.1.1...111.1 N111111111111 N » 2213 24 1,23x F P P F 22.83 1 H T 1 AN AN R I S T M AIN TFA N A 5, SEE S EE OR L 0 LE OF S OR DR OU lLS A D R D C 0 401 C8 011) 0,70 0.9 .............1...1...........................1........1.1.1..........11..111.1.1..1 123x 9.0 •••••••.1.••1••1.•.•••1••••••••1• 377.87 372.97 372,77
1 Lti CU ` ' ' f~ CULVERT. 23,2 24 5.30x ~ 1x1,94 41 2 ~ - .....11.11111111111111111111~~11/111111111111.1111111..1.1.1.1............1.1......1 1 313 CB 0,27 0.70 113 111..1..1.°..1.1.111.......NN.1/111...I,I.N1.N.....1.11.../..1..1........1...1...•.....•..1 393.50 - 389,83 ~.30x 16,9 1,3 15 0,61x 3,8 32.83 368.60 364,1$ 363.98 83 PROFESSIONAL ENGINEER
00 • r 1 . 1 . / •t1•?t1•~ • f r • • • • 1 1 1 • I . 2312 24 70 98' 1/17x 41 3 ~ - .111111111111111111111111111~~111111111111111111111111..111..1.1..1.1.1111.111.1.1.11 312 C8 0,27 0.70 1,3 ,I..N..1 ...................~...................N1.N......................................... 393.50 389/x3 389.43 I.17x 8.9 2.s 15 1.2ox 5.s /....1..1.,.111.1...1..1.....1... 174,44 37.00 33x18 362,95 11N.ININNN.INNNN H/ NIN ININN,/NI/N..NN NNIIHNN./NNNN.NNNI.NNIN. 310 C8 0113 0.70 0.6 ~ 391,58 387.34 387,14 43 14
/ . ? .rl. ~',S• • N U RI R UFF R 1 E ~ '"'w? J •IN?t•1j1••,{NI••?••••{/'• xl"'•"••1 a• ••3kI~• • 3,2 12 1,OOx 34.96 41 4 I~S - - 11111111111111/111N11 /.....11...1.1111.....1.11........1..11111..111.11.1.1.1.1.1..1 ,OOx 5,1 f 3,1 15 1,20x 6,5 /...11.11.1.1.1.1.1....1...11..1. _ I 28,26 362,60 111. NIHINNI.INNN111N N111N1111/111N NN..NN NNNNIIN.NI.. N.IINN.II.NNN.1 309 C8 0,13 0.70 0.6 390.27 385,60 385.40 40
/ • •jx w IN• • • N • 1 w • • • 1• • a• • 1 • • • ~4./ / • • ' • • r • • • • • • • . / ' " . , •~,•t~(/ 'fix a w • 1 • • . ' ~3~t { a • 1 I • • • 1 • •f7 •"S ~1 • 1• • 2 • 0'. 1• e' • f 3,8 15 3.11x 10,1 232,43 307 C8 0.48 0.70 2.3 1/1.1.1.1.1.1.1....111.I.IN2 N11.........1...1.........N......../ 382.04 378.17 377.97 , 7,5 15 8.47x 15,8 97
{/•~•jMy1t1 ~ aec'"~?•/{r• • ttJ• . ?•~/i ~~•*t ~ • 1,~1 . / • ••w f • ' p 41 3 ~ - 1111111111111111111111 N11/111111111111111111N111/111..1.1....1.1.......111.1....1.1 " 11 ' 4 .98 20,0 2 7,93X 1 1.1.......1.1.1....1.1...111.1..1 57.29 37.00 384/15 33.95 1111./111.1111111.1111.I..N ..11..1...1..11....°1.°1. /.1../..........1.°1/11.1.1.1/1.1...1. 30s C8 0,07 0.70 0, 3 ~ 376, 79 373,12 372.87 r ~ ~ ,93x 17,9 7,8 18 104,30 1,33x 7,8 ..1.......1....1...1.1...1.111... 363,00 87
••i • ~••1 !•~x/~ •1' a w•!•1 •A•"•I~'\ 1•? •a ~S ••w ;+IM1• • •w1?•1 1? 1•r 1•'x'1 ' U~„' ~ • 1 • • • d aw .aw. •w •1 /N\•/ ~ 1•j r?ff~1~A~~ I ..r Z • • • i • M1,•NIf • • • ; " • ° "1?M ?•I NN•t• • ~ . • ' . 't j 41 5 I~S - - 111111111111111N 1/1111.......1111.1.11....11..11...1...111....1.1.......1.1111.1.111 305A C9 0,37 0,70 1,8 11•••1,•1.1.1.111..111..11N~ 1..1.1..1.11.111111..1...1..11..11..11.......1..1.....111...1.1.11 375,40 371,48 371,28 ti , 9.6 18 1/61x 8.6 130.12 28
• • . . • w • 1 • . • • • I • t•• •1•• • w v • • 1 v.• atN / 1 • I/ • • • • v t?• • • /t• 1/•/ •~N•~ f f 3058 C8 0.41 0.70 2.0 •N1 N1..11.11....,II..N... ./11.1.......N...,..N_N~.NNN..NN......N...1.1.1....~ 374.05 369.19 388.89 11,s 24 o,s1x 7,0 33. 304 CB 0,23 0170 I.I ININNIN/N.111111.IN.N11N/NNNNIN.NINNNN11111.INNI..INNIINNNIN11/11/111. 373,81 368.42 368.22 69 22
•w • • • • • 1 • / ~1 1 I v 1 • • ' w • • • • 1 " • r l r N a ••"1 1" a • • r • / •tHIN e•• ~ '"w •.•.111•/r• r ~ N /F 12,7 24 0,81x 7,2 62.66 303 C8 0,04 0.70 0,1 /..IN..1....1/.......1N...1N1...111..1.1.../1N..N/111.111..1/1..1.1..N1,N111.11.111/11.. 373,18 367,71 367,51 51 THE MEADOWS
1 • • • . r • • . • • 1 / . • • 1 • • • 1 • " 1 • 1 YARLEY, DAVID H. AND VANESA M. ~ PIN 1841797617 12,8 24 0,81x 7,2 80,7 301 C8 0.10 0.70 0,5 •••INNNNNIINN/NN.1.1N1.N/NNIINNNN/1N/1NNINIIINIINNNNNIINIH111111.1 371.83 366,86 366.66 13,3 24 S8. 1,84x 19.5 66
• lab' . ~ •w,,..t ~r•1~• . ~ +~NIA " x `y~ ~ "71 ' 1 . • ~ ZONING: RD LAND USE: RESIDENTIAL ti 300A C8 0,10 0,70 0.5 ...................1...1....../N.......1................/N.......1.1..I.I.N..N...1..N... 372,30 367.41 366.66 it 24.8 24 141, 0 8.76x 19.5 2 CONSTRUCTION PIAN 66
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y , / w • " • y ? , • 0 " • ? ~ • ~,r ?1 / a ??~hMfld rd \I " ? ,J 1, VALUES 9ASED UPON RATIONAL FORMULA b MIN, TIME OF CONC, RAINFALL INTENSITY I • 7,22 IN R Wake Forest
' • • • 1 a • • • ' • ? •{1/•/ • 41• « a Ie t ?1 . • •\/1 • ? X414 . •~?1/•IIM•• N•y1?f„ . t IIi , , ? , fl/ ' / ?y? /1• " R OPOSED..~3TOR~.~DRAINAGE RUNOFF FACTOR C ¦VARIES AREA A ¦ VARIES
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1 ' • A " I + , / • / ,w? • e r I • • , / • " ~ • N0. DATE DESC.
1 11 I . , I A x • ? ? • N I • • ' Iw? ? • • • ? ? ~ r Y r .2 1 0-19-07 tat DWQ SUBMITTAL
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0 ~o 1, PROPOSED 2. PROPOS D SEGMENTAL RETAI LNG 1, PROPOSED SEGME TAL RETAINING ZOPOSED SEGME TAL RETAINING WALL TO ACT AS H ADWALLS
(J WALL TO AC1 WALLS TO ACT AS HEADWALLS DESIGN BY R . TO ACT AS HE DWALLS DESIGN BY OTHERS ,IGN BY OTHERS
DATUM E'LEV DESIGN 8 OTHERS ~I BSC G~tJP
0 355.00 ~o
N O r- I~ M I~ O O N ~ O O ~ ~ r 701 Corporate Center Dr., Suite 163
N fV N ~ ~A lD 00 M ^ ~ , ~ In LO ~ ~ 0~ N o0 rrj N ~h d' O I~ N f~ tC ~ O ~ et 1 , 1 , , , ~ ~ , M O P i!'~ 00 0> ~ N C~ /YA/ r- W Raleigh, North Carolina
M tD M M M M tO tD (0 c~ co ~ n co co co ~ M M M M M ~ ~ ~ ~ ~ ~ cC c0 ~ ~ ~ c0 c0 ~ 27607
919-854-0811
9+ 50 10+ 00 10+ 50 11 +00 9+50 10+00 10+50 + + + 11+00 9+50 10+00 10+50 11+00 QC 2006 BSC Group, Inc.
VI HORIZONTAL: 10e77 HORIZONTAL: 70=117
VERTICAL 7'.70' VERTICAL 1"=I&
c a
SCAM:
NTAL CULVERT PROFILE HORIZO oel § VERTICAL I ~~1•-W CULVERT OUTLET HE ncn~ r=s' HEADWALL CULVERT INLET HEADWALL FILE:
DWG. N0: C.6.0
(LOOKING UPSTREAM STREAh STREAM) (LOOKING DOWNSTREAM) SHEET 17 OF 35
JOB. NO: 06020.00

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• ? ? 1 I ? • , • • . • I • Y ~ i . t • 1 'r I~ • ~ • i ? e . • I 1 x• ? • • x ~ • ~ ~ • ? • ' • • • • f • " " . • f • ~ ~ ° e ' " ~ • i • ' e ? • ~ • ,
I , • • x • • • M• , T ? • • ? i ? f • • • ` ° % • f • • x r ° e ~ NOT TO SCALE ELEVATION
1 + • a r • I 1 e • • • ? ? • • • , ~ . • ? • • , : ? ? 1 s • • 1 ~ » ? ~ • • { • ? • ? • R s • • x • f ? .
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a t • • ~N • f? • " a x ?1R • ? ~ • • R ~ r s . • ? ~ • ° • . • . • , • • ° • 347.85
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• / ? ~ RQAD D ~ • • • • x • )ER LiP 346.85
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f • 1 x • • \ / • • • • 1 • r r ° • • , / A • 1 • SPREAflER IP • " ° ° • > x ~I 346.60 1 e 8
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,f• - . ° JB 501 ? M???,f??? x I • r ? ~ • , ! G. • ° 10-26-2007
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? x R? x • ? • • e NN i • • ~ 1? . • s ° ? . • ° , " 1 • ~ • c ° • . F~ 4 " , 99
• I R? A ? . • ~ y ? , • • • ? • ! • , i • I • ? y r • • ? i • ° • • • • r • • • w ° a w . ° • • 1 Peter D. Fraccaroli
. • ° • R a r / • • / •1 1 • • • • I x ? ? • ~ • PROFESSIONAL ENGINEER
???r • • • ' • I I • ? • I I . •?1 x •I • / ? . I • • M • • LENGTH A 30~ ~ 5' ~ LEVEL SPREADER LENGTH= 50'
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7 ¦ , LEVEL SPREADER TYPICAL SECTION A
North Carolina
0 15 3 fi 0 0 FE 17V 1 1 V ,~rALC
Wake County
ROD "D" LEVEL SPREADER #1
PROPOSED LEVEL CALCULATIONS AND
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x
, N0. DATE DESC.
O 1 0-19-07 1st DWO SUBMITTAL
, ~ 2 0-26-07 2nd DWQ SUBMITT
• 0110 ,p ' NN^~ M , d' ,

O.-M ' N Z PROPOSED FILL _ O ,
s T PR VI Q U 0 0 DE 12 » > ~ ' m ~ o . COVER OVER PR POSED cn Z ? ? , LEVEL SPREADERI CALCULATIONS
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, a O • RATIONAL COEFFICIENT, C= 0.7
0 Z ' O ' O ' STORM INTENSITY, 1= 1 "/HOUR
s , O~ ' Qt + ' O '
c ~ ' ~ • 2 ' „ - , DESIGN FLOW, Q=3.1 CFS (Q=CIA)
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, , o ' A LEVEL SPREADER LENGTH REO'D: 40.3' DWQ
, ' ~o .Q rn co '~J = 13FT./CFS: 3.1x13=40.3
s " 9 ' 00 tC ~ co ~r LEVEL SPREADER LENGTH PROVIDED: 50' SUBMITTAL SET
a +M 0 ~ i , ~ ~ ~ ~ „ ~ FOREBAY SURFACE AREA REQ'D: 0.2% OF IMPERVIOUS AREA= 270 FT~2
• Z Q FOREBAY LENGTH REQ'D= SURFACE AREA REQ'D/ WIDTH PROVIDED
~ Q > EXISTINf • ~c~_ _ Q• EXISTING GRADE 0.• = 270/1 1= 24.5'
~ ' o ' Q ~ PREPARED FOR:
o 3 N ' ~ . P ~ ~ p , . ~ „ ~ FOREBAY LENGTH PROVIDED= 30' 1ST AMERICAN BUILDERS
N ~ ' p , Y 2514 Reliance Avenue
, , ,
O . ' PROPOSED 24" RCP ao , , 3 ' Apex, North Carolina 27539
V BYPAS5 PIPE L E N 1 ' r ' PROPOSED • , CLEAN UT ' 0 919-303-8525
~3 6 ,77 , , , ' BERM ELEVA ON,
S LP 0 ,1, Q1 ao 346,60 ' ,
V 1" 2 d A 3 , PROPOSED • 3
R CP ao I 1 ~ ~ , CLEAN OUT ' ~ • ~ BSC Gx~trn
V I I 1,b 3 h t ~ ~ r I ' ' ' 701 Corporate Center Dr., Suite 163
N M N - _ , Raleigh, North Carolina
I - _ , - ,
c o " a. PROVIDE CLASS 8 • PROPOSED GRADE ' , , mess r~u~s H~~ eew ~rvRO~o ray cwsmucna~ er nee rox.~ a w~~ vonesr 27607
~ ~ IP AY R RAP FOR FORE , , 919=854=0811
~ i PROP SED UNDERDRAIN TO D AIN INTO BYPASS SWALE ~ '
c CQ 2006 BSC Group, Inc.
V BO OM OF OM OF ~ BOTTOM 0 LEVEL n • ~ ENGINEERING DEPARTMEN I DATE
FOR AY: 343. AY: 343.60 SPREADER: 345.60 HORIZAN L. 1 = 3
C DATUM ELEV DATUM ELEV FIRE PREVEN11ON DATE
°D 340.00 10+00 10+50 11+00 11+50 12+00
00 12+50 335.00 9+50 10+00 10+50 SUBDIVISION ADMINISTRATOR DAIL
FILE:
LEVEL SPREADER #1 -SECTION VIEW W BYPASS SWALE -SECTION VIEW CITY OF RALEIGH UM11ES DAIL DWG. N0: C.8.0
a 'C SHEET 23 OF 35 JOB. NO: 06020.00
oel 00

R 1 • • ? • • R~ ~ t /
• • • .1 • ° • ? °a• • 1•• ? ? 1 ? •..s s 1
• A •1'a . . • , ' 1~ • • / A.,Ix• • ? a a 1 LEVEL SPREADER ELEVATIONS
• • ? . Ir •1 I x ? 1 ! YA ??•aa 11 • ~ • • a • . • •
• x• • ~ . y . ? ? > • a . • ? 1 •f a a 11 ° ° ° x i x • • • a • f ? ELEVATION NOT TO SCALE
~ • • i Y ? ! 1 • r { A , ? 0 1 f ?a • • • • • r ? ~ ~ A a • { • 1
• • ~ 1 ~ ~ . • • ? • ~ r x , ~ x ? ~ r . 1 355.60 FOREBAY ,o LEVEL SPREADER
y , ~ y • ' x rA r A « ? w a . ; ? x ? ? ~ ~ 1 a ? x •rx • e 1 / • o 356.85
! Y ~ • r • • • rA • 0 ~ • 356.85
• • ? , • e • f ~ . -a 1 ~ •.I If ?/111 c•d••• ? e?•x • • ~ LIP 355.85
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• , x • ? ? f , x • i • ~ • ? ? SEE CALCULATIONS AN a ~Iaa a • . • , D 355.60
° • . \ A • ~ \ • . ~ » • ~ DETAILS DWG 1814 • ? • ~ • • • 1 • A • ' • • as 11?1 356.85
f \ • ? • ~ • " • • . . \ • • • • , 11 I a• M •r a • M•,. 355.60
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• • • J8 300 x ~ • . • ~ f " ~ • • ?a 11 • • ~ . • ? I I , a a ? • ? 1 ? I • 1 ~ qy,~ ? " A , a , , • A 356.85
d • ? 9 . ~ ? • 1 ° a • M • 1 ' • x • . . a • • ? + • ? a • . 1 < . • ? ? ? x a A • ? • f JR 352.60 LEVEL SPREADER LIP ~ ~
x " • • . s f ~ r . ~ > ~ • \ ? . , K r 1 a • a . 1 , x • • • • • r • I CONTOUR 354.60 z g 4
• ~ • . / ~ • ° o° ~ . ° u ~ 24. RCP , . 1. r 8 r O 1 • • ? 4 • e r E D 29 , . . ? 1 ? . I { •I ? ? x * ~ • a / • • ~ • x • • x ? ~ . ,
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~ • • x . ~ • , ' , ~ : • ? « • • ? ~ a a • • , • • x • •1 ? ? i ?••1 r r ~ 1 ~ 1 ~ ?rr • ;11 • • • • • I • I 1 al ' • { ? , a~
• . FES 299 • " • r L ~ • x ? INV,- 35 ,fi • f ~ • • • • • 1 • 1 • ? A • • . • ? + 1 a r 2 • I • 1 Y I ! • 355.60 355.60
• ~ • . • ~ • ? . • ~ . • • " • a I • • ? • • ? ¦ • ? • f • I ~ . . . 1 I I 1 ? a ~ • 354.60 ~
Y I • • « " • • • • • • ? • ' • • ? l • " • • • ~ • • • " • 1 • . . a • ? • • • x If PROP SED E 0 • . . . ? , A ~ , . • 1 54.0: ? • ?a A 353.60 354.60 A 53 04
. ° ~ • • ? • • • + • e ' MMNN • • ? . ~ ? 55 2 a ~ . x • • • s• r a . 1, • ? r t`~ f • ? • • . R x a R • R Fkv
? d ? . • . • ? . • • . ° • 1 « • • I • x 1 a a a s • ~ • ~ 1 1 • ° • • a 1 1 • • d . H • • ? • , a 1 • • • x a . + ~ r r 352.60 ~n 10-26-2007
• ~ " : ~ " • ~ PROPOSED UNDERDR•A1N • • • / ~ • ~ ! • r ~ • R ~ 1 . ~ ~ • • • : • MINIM M " , ~ 2~ U 6 o F p • a~ ~ ? , a • • • ~1N ? • PR•POSE 30• .
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• • • • • ? • x ~ • • / o • f o , • . • . . x ? ? • • ? r • • a • . a i • ? 1 • ~ I . r S PROPOS D LEVEL a ~ 1 ? r • x x • M ? • . ? • I PROFESSIONAL ENGINEER
• ? . ? ~ ~ • • ~ • • ? • • • + f • . ~ " ? • " r • • ? • f • • • • ° • x ~ ? ~ . • 49' S READ R LIP 1 x fi9~ I I o • 1 ? . a • ~ .
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.ROAD D ? • • • ~ . " e ? ~ x • a . a • 1 I ? x
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. C 301 • • . ~ ~ ? . • . ~ • • ~ . ? . • ? . • • • • 1 . • 1 • PROPOSED.OP N SPACE r I. • 1 •l .
f x • ~ • • ~ • ? . ~ • • ~ ' ' • • ~ . • / a • ?TO BE .DE I A ED TO E 1 a • . ? C a , 1 • • • • a • . . • ~ x LEVEL SPREADER TYPICAL PLAN VIEW
• f • ' • . • ~ . . ~ , • , f , • f " • a .T WN F AK F ~ T 0 E 0 ES 1 a 1 X a • ~ a • . • • • • • , A I
• • • . R " f z ~ f • f F • • I e 1 > • ~ ~ ? • . 11 I . • • x • I . • I a ? x , ? • ~ PROPOSED :LEVEL I NOT TO SCALE THE MEADOWS
. ~ ? r " • • ? • ~ • • • " ~ ? ~ • ~ ? • • / • " ? ~ r ~ • ~ ? • ~ SPREADER 2 • ? • • • n • ' • • . ? 11
• • ~ • • • ~ , . ? 1 • I » • ~ ' a ` ? ? a • ? • Y 356.85 356.85 356.85 PROPOSED LEVEL PLAN CONSTRUCTION
• • • . . • • \ x • • • . • 1 " r / ~ . • • • 1 • r • a x + • • • • • . xuy x • x I • ? . • • • • • I 1 . • w • 1 a ? ~ • 1 1 ~ ? • r . 355.85 SPREADER LIP 355.85
• • ~ r D . • \ 1 • ? C ~ . • ? • ? • • ? x \ • • \ • a • , ? • r 1 I • • • • 1 • ? ? • ' • I ~ 1 • • • . I INLE PIP 3~
x 1 . • • \ . D ? ~ • ? • • r • 1 • • • • r . 1 • ' • 1 • / • ? • ~ 1 • • I . . 1.b 1 1
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1 . f \ w ~ / x ? I as 1 ? ° a / • as • • M , ? 1 355 60 355.60 354.60 IN
• • • • , • ° ? ° . ; • . " ° ~ ~ • • Y • i • ? • • ! • x• ? x • ? •1 • ? x~ • 11 Y r • ? • • I 352.60
1 ~ I \ • a r Ir Wake Forest
. 0
LCVCL :'~F'KtAUtFi I YF'I~:AL ,CV I IVIV A North Carolina
LEVEL SPREAbER #2 -PLAN 11
NOT TO SCALE Wake County
15 3 60 FE 0 0
LEVEL SPREADER #2
PROPOSED LEVEL CALCULATIONS AND
SPREADER LIP DETAILS
~h 370
N i~ , ~ O~cO N ~ 3" PROVIDE FILTER FABRiC OCTOBER 26, 2007
' p ~tn N o t0 ~ ~M N , to 3 & #57 STONE FOR FIRST 3 3 FEET BELOW LIP OF
+r-~ pco ~ ~ LEVEL SPREADER
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M Z _O U LEVEL SPREADER TYPICAL SECTION B
s m O U ~.ZZ
O O O c0 NOT TO SCALE SIONS:
x g O ' ~ , • NO, DATE DESC.
~o Z 1 10-19-07 tat DWO SUBMITTAL
O - Q ' W
PROPOSED FILL • Z . ' li (n . • , 2 0-26-07 2nd DWO SUBMITTAL
370 TO PROVIDE 12" • . • •
STORM DRAIN PIPE 360 ~~L SPREADER 2 CALCULATIONS
^rnrn • , •
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~ ~ ~ • , , RATIONAL COEFFICIENT, C= 0.7
~MZOO O - • • STORM INTENSITY, 1= 1 "/HOUR
s ~p»> ~ N~ZZZ • LEN; , 52 . ,
SLOPE .739' N • 24 DI CP DESIGN FLOW, Q=3.4 CFS (Q=CIA)
LEVEL SPREADER LENGTH REQ'D: 44.2'
= 13FT./CFS: 3.4x13=44.2' DWQ,
6 ,~tia6~ 0 6 LEVEL SPREADER LENGTH PROVIDED: 50'
~ N o FOREBAY SURFACE AREA REQ'D: 0.2~ OF IMPERVIOUS AREA= 299 FT~2 SUBMITTAL SET
~o r of Sri , FOREBAY LENGTH REQ'D= SURFACE AREA REQ'D/ WIDTH PROVIDED
0o u~ = 299/1 1= 27.2'
z FOREBAY LENGTH PROVIDED= 30' PREPARM FOR:
Q G 1ST AMERICAN BUILDERS
~NZ DAP
0 360 350 2514 Reliance Avenue
Apex, North Carolina 27539
~ Exisnr,c cRnoE . 919-303-8525
3:1 SLOPE
BERM ELEVATION: 355.60 3g,0 •
4
tj ~ N: PROPOSED PROPOSED 24" RCP CLEAN OUt $ OPE: ~•97~ BYPASS PIPE • ~ BSC G~t1P
PROPOSED
Ut CLEAN OUT 3 3 r ,t ~ ~ pIA RCP 701 Corporate Center Dr., Suite 163
M it • Raleigh, North Carolina
I I I j j 11 1 r 27607
LL - - - ~ _ _ PROVIDE CLASS "B RIP RAP FOR FOR AY THESE PLANS HAVE BEEN APPROVED FOR CONS?RUCTION BY 1HE TOWN OF WAKE FOREST 919-854-0811
~~ol ~ S~AI F~ :f :01 F~
PROPOSED GRADE -f
L BOTT OF LEVEL BO TOM OF VERTICAL; 1 " 30, 4. 4.4 VERTICAL: 1 " HORIZANTAL; 1" ~ 3' HORIZANTAL; 1 DATUM ELEY L: 1 " 30' PUBUC WORKS & UTILITIES -DATE ITAL; 1 3' © 2006 BSC Group, Inc.
SPREA ER: 354.60 FO BAY: 352.80 ENGINEERING DEPARTMEN DATE
PROPOSED UN ERORAIN
DATUM ELEV TO DRAIN INT BYPASS SWALE FIRE PREVENT! DATE
350.00 10+00 10+50 11+00 11+50 12+OC 12+00 12+50 340.00 9+oo 9+50 1o+oo 11 10+50 SUBDIVISION ADMINISTRATOR DA M
0 FILE:
§ LEVEL SPREADER #2 -SECTION VIEW DWG. N0: C.8.1
0 BYPASS SWALE -SECTION VIEW V CITY OF RALEIGH UTILITIES DATE SHEET 24 OF 35
JOB. N0: 06020.00

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frr ffr ~ 1 \ • • 1 \ 1 • . rrls ~ • ~ • " • 1 \ . re f~ / ? " ? e Y ,eer ee . . ,,A A „ Y ~ Y LEVEL SPREADER ELEVATIONS
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~1 "~"?r,,,~ /yI" , ' , / / ' b > ! r r ? ?..A~.A... a . b > 362.60 FOREBAY ,o LEVEL SPREADER
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• " 1 x e r . • • • • " • 1 1•N1 1jr?• \ ° ' • t ?A • ? ~ Nwv"","'r"'"`"N^.~we..r a w...N.+r+o•^.'. 363.85
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? ! • I ~ ? / ND 415 " ` ° • 1 • » Y •
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o~ ~ EXISTING GRADE ~ ~ Z TO PROVIDE 12" = 13FT./CFS: 3.2x 13=41.6' DWQ
COVER OVER PROPOS D STORM DRAIN PIPE LEVEL SPREADER LENGTH PROVIDED: 45'
M ~~Z
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ri . • = 281/11= 25.5'
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,o r 1ST AMERICAN BUILDERS
p BERM ELEVATION: ~ ~~y, N 362.60 LEN: 34.96 SLOPE: „ C R 1A D 24
2514 Reliance Avenue
ad 3 PROPOSED CLE,4N OUT gLOPE: ~.p09° 24„ DIA RCP Apex, North Carolina 27539
919-303-8525
tr I I 12" DIA Rte'
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N' 360 -
r PROPOSED i~ CLEAN OUT 350 701 Corporate Center Dr., Suite 163
~ ROPOSED UNDERORAIN Raleigh, North Carolina
a 0 DRAIN INTO ~ 80TTOM OF LEVEL 1'~ASS SWALE PROVIDE CLA S "8" s~CAL.Ei THESE PLANS HAVE BEEN APPROVED FOR CONS7RIJC110N 27607
~ SPREADER: 361.60 RIP RAP FOR FOREBAY V RTICAL: 1 ~ ~ 3 ~ 8Y 1HE TOWN OF WAKE FOREST 919-854-0811
BOTTOM OF FORBAY: 389.60 H RIZANTAL: t " a 3'

v~ 001, W Luvv v~. vrvupinc,
DATUM ELEV ENGINEERING DEPARTMENT -mRr-
31 c 355.00 10+00 10+50 11+00 11+50 12+00 a DATUM ELEV 12+50 13+00 13+50 345.00 9+50
d o+oo FIRE PREVENTION DAIL
~ LEVEL SPREADER #3 - SECTIO SUMVISION ADMINISTRATOR DAM FILE:
:TION VIEW BYPASS PIPE IPE -SECTION VIEW OF RALEIGH U TIES DA I'L DWG. N0: C.8.2
J06. N0: SHEET 25 OF 35 06020.00

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f . ~ \ . ? ~ a • f • • ? A • • • w • • 0 M • , A • ? ? • • ± •y` ~ r
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/d , . f EX• POND f ° , • ~u x , • y k a • R LIP 376.85
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• s • r P A . 1 . • . . • A f • . • • • ~ ? . " . ° • • " • x x • • Y A • • Y • 11 • ? ~ 7 p. w w'1 376.60
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1 ~ "a " ~ • ~ " A e • , • • • • . • • f • • • • • • ? ? :PROP • w? . , ? x • • ? ? M • • • + • A L.. )UR 373.60 ~s LEVEL SPREADER LIP
1 ' ? f . • • ' • ? ' d •'1 • ? 1 •f / • ? ? • A • • ? d • ? • • 1 • f1 . 1 , • . • " 1 • ? ? • " i . ? • • • d • ~ f ~ x ? A ? • , • • 1 ww 1~ • • M ry , • • . q•A • • • • w • • 1 . N NT R 375.60 s a 4 CO OU
t • e • ••f1••j 1•N A ? 1 , ? a r • 1 f • " r 7 A ~ A • / , • w M V V/ I • O • r ~ 4 r • xf • A? • • • A• ~ 1 w d , • • , " ~
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? I • • • 1 1 M " I 1 f ' • ? I , 1 • . ° 1 1 • • " \ • • a • . • R ~ 1 i_ ? d . ? . . w f 4 . ? ~ ? ~ A ? A• 1 •f • • • a ? w • FILTER STRIP • 1 • . f
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373.60 375,60
Wake Forest
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STORM DRAIN PIPE IN PIPE ' > > 3 3 FEET BELOW lIP OF LEVEL SPREADER
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p m O -~NF-Z~Z _ - - . . , 2 0-26-07 2nd DWQ SUBMf1TAL
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' ' 0 ' 6 o , 0 ' y, 6 LEVEL SPREADER 4 CALCULATIONS
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~ ' r~ a. LEVEL SPREADER LENGTH REQ'D: 37.7' SUBMITTAL SET
rn , rn ' 'z = 13FT./CFS: 2.9x13=37.7'
~o ~ EXISTING GRADE > . LEVEL SPREADER LENGTH PROVIDED: 40'
M ,.ti z 3;1 SLOPE PREPARED FOR,
0 c ~ \ FOREBAY SURFACE AREA REQ'D: 0.2% OF IMPERVIOUS AREA= 256 FT"2 1ST AMERICAN BUILDERS
~o N . . FOREBAY LENGTH REQ'D= SURFACE AREA REQ'D/ WIDTH PROVIDED
~ ' o 370 = 256/11= 23.3' 2514 Reliance Avenue
~ 3 . FOREBAY LENGTH PROVIDED= 25' Apex, North Carolina 27539
~ 1 V M PROPOSE 24 RCP 919-303-8525
,4 BYPA IP PROPOSE 3 SS E fi N. E RM V ?I N L 8E ELE 0 , ,v CLEAN OU
376,fi0 ~ 6 ,9 0 E, P
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~ II N 1) 701 Corporate Center Dr., Suite 163
M I N L _ I ~ . _ _ _ _ PROVIDE CLASS B Raleigh, North Carolina
RIP RAP FOR FOREBAY ~ PROPOSED GRADE 0 n~ wJ+s x~vE e~r+ ~nvao~o rort car~smucnw 27607
a er n~ roxri ar wucc roaesr 919-854-0811
t BOTTOM OF LEVEL 80TTOM OF ~i1~
SPREADER; 375.60 FORBAY; 373,60 (rl qnnr acr nmijn. inn.
V~ L PROPOSED UNDERDRAIN TO DRAIN INTO BYPASS 341WALE ENGINEERING DEPAR ENT DATE
-v FIRE PREVENTION DATE
c DATUM ELEY DATUM ELEV
370.00 10+00 11+00 12+00 13+00 360.00 10+00 SUBDIVISION ADMINISTRATOR DA "L
0000, FILE:
~ LEVEL SPREADER #4 -SECTION VIEW .W BYPASS SWALE -SECTION VIEN VIEW CITY OF RALEIGH UTILIMS DATE DWG. NO: C.8.3
SHEET 26 OF 35 JOB. N0: 06020.00

VARIES
a'r~T.X X11' ~ . ,
TOP WIDTH OF BYPASS SWALE Welcome to the website of
CFP
16 FEET ~r,~~~,~ A FERGUSON ENTERPRISE MATERIAL SPECIFICATION
TOP WIDTH OF PERMANENT TURF REINFORCEMENT MAT
We're the most comprehensive
12 FEET EXISTING GRADE single source of geosynthetic P550 c~~nr
BOTTOM NADTH OF BYPASS SWALE supplies and knowledge in the
2 Carolinas. 2 ~n~i~C~ri~r.~rcX. i
1 ~ ~ Wro~~~ ~k~~rlat~~ M~cktenbur ~.i~~~~ Please explore our site and feel stnrm~ra~~r ' ~~~~~u~ The composite turf reinforcement mat (C-TRM) shall be amachine-produced mat of 100% W stabilized polypropylene
NORMAL DEPTH ~ 2.8 INCHES fiber matrix incorporated into a permaneirt threedimensional turf reinforcement matting. ;
PROPOSED FlNISH GRADE free to contact us so we can
Q10 = 19.1 CFS .~'~`''~.a , ~ SLOPE = 25R •~r~'~'~~ explain how we can solve your ti M~~afi~l ~~bi~rn~ ~r~s~t`u+~a~t The matrix sha11 be evenly distributed across the entire width of the matting and stitch bonded between the bottom and middle ultra heavy duty W stabilized nettings with 0.50 x 0.50 inch (1.27 x 1.27 cm) openings and then covered by an
MANNING'S N = 0.041 sitework problems. 14p~1i'~ai~~ ~~r~~~r:~~l~ t~p~~ ~ AMERICAN GREEN P550 YOU'II find examples of our ~ ultra heavy duty W stabilized nettings with 0.50 x 0.50 inch (1.27 x 1.27 cm) openings. The middle, dramatically
HEIGHT =VARIES corrugated (crimped) netting sha11 form prominent closely spaced ridges across the entire width of the mat. The three
SIDE SLOPES = 2:1 NORTH AMERI DEPTH OF FLOW: 2.8 INCHES (PERMANENT ANENT TURF REINFORCEMENT MAT) work, like the ones at right, nettings sha11 be stitched together on 1.50 inch (3.81 cm) centers with W stabilized polypropylene thread to form a
VELOCITY = 6.6 FPS STAPLE PATT TOP WIDTH =VARIES E PATTERN "E" throughout this website. B2 ~ ~ permanent free-dimensional turf reinforcement malting.
sure to visit all our pages to see
eoTroM ~non~ = 12 FT PERMISSIBLE SHEAR STRESS = 4.0 PSF them. The PS50 shall meet requirements established by the Erosion Control Technology Council (ECTC) Specification and the
CALCULATED SHEAR STRESS = 3.61 PSF U.S. Department of Transportarion, Federal Highway Administration's (FHWA) Standard Specifications For AR.
Charlotte Warehouse Construction of Roads cmd Bridges on Federal Highway Projects, FP-03 2003 Section 713.18 as a Type SA, B, and C
CFP, A Ferguson Enterprise Permanent Turf Reinforcement Mat. o ~
MOR LINING #141' Installation staple patterns shall be cleazly marked on the turf reinforcement mattings with environmentally safe paint. All
LEVEL SPREADER ~1 BYPASS SWALE WITH ARMO VARIES 10039 Industrial Drive mats sha11 be manufactured with a colored thread stitched along both outer edges (approximately 2-5 inches [5-12.5 cm]
Pineville, NC 28134 > „ q from the edge) as an overlap guide for adjacent mats,
Phone: [phone] r ~ ~ ~~t~r~r~ ~~~tt~*~~ , . , f9 .
Fax: [phone] ` = ` , ~rr~a~t~bw~ qty ~ y~ The composite turf reinforcement mat sha11 be the North American Green P550, or equivalent. The PSSO permanent
Raleigh Warehouse composite turf reinforcement mat shall have the following physical properties: 10-z6-2007
5, Ferguson Waterworks #1856 - ~ - 5'
9500 Durant Road Material Content
Raleigh, NC 27fi14 Triad Warehouse Peter D. Fraccoroli
TOP NADTH OF BYPASS SWALE Phone: [phone] Ferguson Waterworks #12 Fax: [phone] Brookford Road Matrix 100% UV Stabilized Polypropylene Fibers :s # 127fi (O.SO lbs/yd~) (Q.27 kg/m2) PROFESSIONAL ENGINEER
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16 FEET 84 Netting Top and bottom- Ultra Heavy Duty W Stabilized Polypropylene
Charleston Warehouse Kernersville, NC 27284 Phone: [phone] (241b/1,000 ft~ [11.7 kg/100 m2] approximate weight)
TOP WIDTH OF PERMANENT TURF REINFORCEMENT MAT Ferguson Waterworks #1419 Fax: [phone]
7387 Peppermill Lane Mid -Corrugated Ultra Heavy Duty W Stabilized Polypropylene
12 FEET EXISTING GRADE North Charleston, SC 29418 Columbia Warehouse Phone: [phone] Ferguson Waterworks #95 2 FAX: [phone] Pontiac Business Cent ~ ~ Drive
BOTTOM WIDTH OF BYPASS SWALE :s #950 (241b/1,000 ft [11.7 kg/100 mZ] approximate weight) 5 Center ~re~ W Stabilized Polypropylene
2 THE MEADOWS
1 Asheville Warehouse Elgin, SC 29045 CONSTRUCTION
NORMAL ~EP1H 3.8 INCHES PROPOSED FlNISH GRADE Ferguson Waterworks #1635 phone: [phone] ~O PS50 is Available with the Following Physical Specifications Per Roll [English Units (Metric Units)]
Q10 = 21.4 CFS r • SLOPE = 10.7X ~ 605 Edbar Street • Fax: [phone] Width 6.50 ft (2.00 m)
';n ~ Asheville, NC 28803 Length 55.50 ft (16.90 m)
MANNING'S N 0.041 ~ : : • : : . HEIGHT =VARIES Phone: [phone] Weight f 10% 521bs (23.59 kg)
SIDE SLOPES = 2; t NORTH AMERI DEPTH OF FLOW: 3.8 INCHES (PERMANENT ~ AMERICAN GREEN P550 FBX: 828-277-7187 Area 40.00 yd2 (33.40 m2)
(ANENT TURF REINFORCEMENT MAT) IN
VELOCITY • 5.3 FPS STAPLE PATT TOP WIDTH =VARIES .E PATTERN "E" ~.._.,w..,,~.M..__..... Stitch Spacing for All Rolls = 1.50 inches (3.81 cm)
80TTOM WIDTH 12 FT rest Wake Fo
PERMISSIBLE SHEAR STRESS = 4.0 PSF CALCULATED SHEAR STRESS = 2.13 PSF Home ~ About the Comnanv ~ Products & Services ~ Em Resister ~ Email use
ort Caroli*na
U ted 1/2004
Wake County
LEVEL SPREADER ~2 BYPASS SWAGE WITH ARMO !MOR LINING
http://www.cfp-geosynthetics.com/ CFP - A Ferguson Enterprise
LEVEL SPREADER
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l~ ) CALCULATIONS, DETAILS,
ST,~?f~LE PATTERN GUIDE A & SPECIFICATIONS
6.5' and 6.67' roll widths only (16 OM)
VARIES 0 •2'-S' (Scm-12.Sem) •2`-S" (Scm-125cm) 1'1 2 f (tb an) OCTOBER 26, 2007
TOP NADTH OF BYPASS SWALE ? 1 1 1 ? • • 1 • ? • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ? • ~i i 1 1• 1 ?•??i i 1
i •1.1 1 11?~ •1•••i ~ 1 1 1?1.1?~ • • • ? . •1?1 • • • • • • • • • • • • • • • • • • • • • • • • . • • . • • • • • • • f • • • • • • • • • • • • • • • • • ? • ? 1 • • . • • •11?•1• • • • • • • ? • ~ • • • • • • ••?r?1?1~ ?••1.1• . • ~ ? • • • • • • • • • •
3'(0.9m) i Se~mSNtchTM ?•1.1••?•?•?1••1•? • ~ • • • • • • • • • • ?1.1.1• • • • • • ~ • • • • • 111•I? /...11?1 (I6 ,1,??? 1 • 1.1••Ii .?••??•?1 • • • • • • • • • r • • • • • / • ~ / •
16 FEET b' (1.Bm) i •••r••r-i ••?•r••1i i • • • ~ • • • • • • r ) • • • • • • • 5 i 1.1?1.1.1 1 1•t 1.1.1.1.1 • • /
TOP WIDTH OF PERMANENT TURF REINFORCEMENT MAT j i 3.3' (t.Om) 1~ ~ • • • • 1 r
G~,~s~.~ 11 / 4' (10 CIS 1~~' l,.;rl\~/I\ ~ Vy v • • ? • • • • • • .iir~iiirir
12 FEET EXfS11N~ GRADE EROSIpN CONTROL hod ~ Guaronteed SOLUTIO i • • • • • • .11/'111.1x.1. r•1 ( • • • • _1 tOL Prodwcti ;x... x /,.x1111... Cuaronl'eed .,~OI...IJTI~NS 1:;;:::1;; ;1. ;1:; :;::x . • ? • 111.111x1.11111r 1111xx1/11IIx1x •UTIONS • • rlllrrrrll~~rl.r1.111•r/...r.l.lr • • • • • • • xx.x. • iiiiiiiiiiiil 11111/111/ iiiiilliiiix;l ~ • • • • • • • .
~b BOTTOM WIDTH OF BYPASS SWALE :;1111 .1111:1;iii;lx;lii;:•iiiiiii.~l i1;:;~~i ••.11111x1rx 1..1x11111 11111 x11 x1111111 • • • • 1~iiixr i : ;x1.1 1 it ~ 111111: 11:111. i . r ~ r ;:;:riirrir;riiiiii • • • • 14649 HIGHWAY 41 NORTH i111xx111.1,1„•,1, ,.•,.x1,111111 ) r N ~~ii~il; i~i1 iii111x111 1111111x1111.. 1 1.1111.xr11r 1. • • • • ~ xir~
~ Z 2 ~ ~ ~ 14649 Highway 41 North EVANSIIILLE IN 47725 ......1....1.x.. ,...,1....1,.x.1...1.. ..1..111.11. 11,1.,.1,.1,....1.. ;1..11r1..11r.111...x.1,. .1111.11/1,1. • • • • • • 6 CM - 12 6 Ct~ xxr..11r 11111 11 xx 111 xrl.xxrxx11/11111111x x1.1.rr xrxr111xrxrl ~ . 1 11x11111 rr1r 1..11x11 11/1111rr 1x1 r1xr1r1 x1r 1.r1r 111 111.,.11 4 1 N OTth R ;Irlr xl 111, 111x11111 11111 Ir11?111111111111111r11111111111 X100 772 2040 11 1 ,1 I Ill 11x11 11 111 x111111, 11 x1111 x.1.11111111111111 ~ ~ 111x111 • • • • • r r ~ 11.1x1 11.1/xx1x11x1x1x x1 11x.111.1r1rx11 x11.1111r1r1r111111r ~ 1111 r1x 1111 1x11 111x11111 11111x11111111 x1.11111111111111111111111111111 ~ Ix11r11111111111 /1111111 • • • • • 1.1x1 x11 11x:111 rxx1r xx 1111 r1r111 x1 /.11 xxr 1r 11111.1111111 ~ 1 111 r x. x111 rx.rx 1111.x1 1. ONS:
r ~ ~ ~ ' Evansville, IN 47725 i 11 . II 1x1111111 /x.11 11111 11.11111 1x111111.111111 ~ 1111111 i11i/1/1111111./l..l..r • • • • • 7 11111.;1 1111111111111111111 1.1•.1111.111111111111111111 •x1.1..1.1.11111.1 11x.1 1111x11 4 7 25 WWWIrIC91"QenlCCrr1 :::~::~:~~r, 1,~::;~~;; ;rx~:. xrr. ~1;;,: 1111~1~11 • ~ 1 1.1.111 Ix1...111.11.Ix...1.1 1x1. x1... 1111111x1 x1/1/111111111 Ix 11 x11.Ix1111111 ; '111.1/1 1.111x1 11111111111111 e r 11.1...111.1.1111 .1x 11111x. x Ir1.1.I...r111.11 ~ . 1111x,.1 . ;11•.1.1.x1.1 • • • • ? • • • •1•. ~Ir.r.1.1.I..r.111 11.....11x. x11111.1.1..1. xt 1111 1 111 r.i: i.. r1...x •111 . 1111 11111x11111111111111111111111 1111 i1, 11111.11111 1111111.1111111111.11x..1111.. NO,, DATE DESC.
x NORMAL DEPTH 3.2 INCHES Z 2040 x11.. 111 ..111.1 1..111.11.1x.11 1 .....1 1x 11.1.11x,1. .x... x.11 • • • • • • • • .x111 1.1 11x.1, x..111 rxx111.IIx111 111.1x. r1 .11. 111 11111111111111111111111111' • • • ? • • • • 111111111111.1 1111/111. 1.111x1 x111 x111/r. x.11 1 11.1x.11.11. 11.1x.111.1111 .1..1x.11..1.11..1.1 r1111.11.1.xx. .11.11 1x.11 1111 x11111x111x1111x1 x1 x11111111111 11x111.1 11 11111111.11111111111111111 • • • • • • • • .11.11x1 x11 1111111111.11111 11111x11 11.11 ,11 111 11111111111x11111111111111 w 0~ . . rxl 111x11 x1111.. 1x11 1x.111 r1x 11111. r.........• • • • • • • • • •
Qt 0 = 20.0 CFS , ~ PROPOSED FlNISH GRADE oa srnv~sreasa.v~. u5A 1-8oa772-2040 nt" (0.8 STAPLES PER SQ. i~ www.nagreen.com I I (.r ii11.x1x1r111r.1x ,1 • 1r 111 11.11x1x111rx1 111.11111111x111 11 '.1/ x111 x11111111 • • • • • I..rxl xx 1x.1.1111 . 111 1111 x.•11 x11 r r 111x1.111 x1111.1,1/ 11 x111111 1111.1x11.11 1111 i:1.:1i1::;lixl.;lii~lx 111x111111 11111111111 • ? • • 1.1..1x1111 1x11111.11 x111;111 •Ix 1111.1111111 IIx1 x11111111 1/111111 ? • • • 1. 111x1...11r.x111 11 11111 1 111111 0 ~ - t 1 0-19-07 tet DWO SUBMITTAL
o SLOPE ~ 17X , ,.r+'•: For blankets with the optional No?th American ~.~+t'~ Gteen DOT System. place staplesJshkes e11111; rx 111 x111 Ix. x111111 ~ 11r~1 11111111111 1x.1 • • • • 1111111.11111/11111.11x1111 x1111 x111Ix111111111 1 t ~ 1x1...1 xrx lx xrxr 11x1 ,....1,111111rxx11.rx xr 1/ x111111111111 111.11111x1111r111x1111r. . • • • x11 1111 x1111111111 x111, xrr 11x11111 1...x.1...1. x11 ` 1 ..I1 x 11111 x11 11x111.1.11 • • • ? ? • xrlrlrlllx 1111 Ix11x 11111 1/x1111 ` xis lxrir1:111 xx1r 111 x11 x1111 1111111rx111111111111111111111x1 ; 11.1x11111111 x11.1111111111 • • • • • 2 0-28-07 2nd DWQ SUBMITTAL
MANNING'S N 0.041 • . _ _ • . _ w _ • : . tlxough each of the BLUE colored Rots. 1111//1xxx1111.1111111111 x1Ix1x11. ` 1.11. 1..11111.1111111111x1 x1 1 1 1 I1 1 . 11 . 8 4
~ HEIgiT • VARIES SIDE SLOPES = 2:1 NORTH AMER OEPTH OF FLOW: 3.2 INCHES (PERMANENT H AMERICAN GREEN P550 O CO
~IANENT TURF REINFORCEMENT MAT) •z•-s•ckm-~zsem) •z•-s•tsrn+-~~•scm~ *2"-S" (Scm-12.Scm) , P R INSTALLING ROLt.ED EROSION CONTROL PIttIDUCTS RECP s INCLUDING ANY NECESSARY APPI.ICA'nON OF LIME, FERTILIZER, AND SEED. 11 PRE ARE SOIL 8EF0 E NOTE; WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA, CELL-O-SEE MUST BE INSTALLED WRH PAPER SIDE DOWN1
VELOgTY = 6.0 FPS STAPLE PAT s TOP WIDTH =VARIES LE PATTERN "E" ' P 1 M WIDE TRENCH WITH APPROXIMATELY 12" 30 CM OF RECP' 2. BEGIN At THE TOP OF THE CHANNEL 6Y ANCHORING THE RECP o IN A 8 15 CM DEE X d 5 C ' 1.6 (O.Sm) MAP IN THE
80TTOM WIDTH 12 FT z' lasm> 3' (0.9m) Seam Stltch°O 4' (1.2m) ! ~ ' N ND THE UP-5LOPE PORTION OF THE TRENCH? ANCHOR TH REC s WITH A ROW OF APLES/STAKES APPROXIMATELY 12 30 C EXTE ~ BEYO r AFTER STAPLING/ APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 1 (30 CM) PORTION Of 80TTOM OF THE TRENCH. BACKFlLL AND COMPPCT THE TRENCH * Seam Stltch
PERMISSIBLE SHEAR STRESS = 4.0 PSF ~ CALCULATED SHEAR STRESS = 2.83 PSF I P R MPACTED SOLI. WITH A ROW OF STAPLES STAKES SPACED APPROXIMATELY 12 30 CM) s OVE CO ~ I p K OVER SEED ANO COMPACTED SO L SECURE REC / REC s BAC ACROSS THE WIDTH OF THE RECP's.
0 6' p.Bml i ' IN I N OF WATER FLOW IN 80riTOM OF CHANNEL RECP'o WILL UNROLL WRH APPROPRIATE SIDE AGAINST THE SOIL SURFACE, ALL 3. ROLL CENTER RECP ~ D RECTK) ~ Y F ED TO SOIL SURFACE BY PLACING STAPLES AKES IN APPROPRIATE IOCATKNrS AS SHOWN EV THE STAPLE PATTERN GLNOEI RECP s MUST BE SECUREL
z s 3.3' (1.Om) WH N LISIN THE DOT SYSTEM STAPLES STAKES SHOULD 8E PLACED THR EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN, E G / , N N r WITH A 4 - 6 10 CM - t S CM OVERIAP? USE A DOUBLE ROW OF STAPLES STAGGERED 4 (10 CM) 4, PLACE CONSECUTNE RECP ~ END OVER END SHINGLE STYLE ) ( 3.3 (1.Om) ,
~ APART AND 4 (10 CM) ON CENTER TO SEC E RECP s. ' R OF STAPLES S1AKE5 APPROXIMATELY 12" 30 CM APART IN A 6" 15 CM M ANC WtiH A Ow ) 5. FULL LENGTH EDGE OF RECP s AT TOP OF SIDE SLOPES UST ~ NORED
LEVEL SPREADER ~3 BYPASS SWALE WITH ARM 8 ~MOR LINING '.6~`asm, ~ 33' (1.Om) ' DEEP X 6 15 CM WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, ( ) 1 r
R P MST BE OVERLAPPED APPROXIMATELY 2 - S 5 CM -12•S CM DEPENDING ON RECP t TYPE) AND STAPLED. 61 ADJACENT EC s U ) - E A DOUBLE ROW OF STAPLES HANN TIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT a M 12 M) INTERVALS, US 7. IN HIGH FLOW C El APPLICA DWQ
N ~ STAGGERED 4 10 CM APART AND 4 10 CM) ON CENTER OVVER ENTIRE WIDTH OF THE CHANNEL 1 M
• • i AK APPROXIMATELY 12 30 CM APART IN A 6 1 S CM DEEP X 8 ~ 5 C ) ANCHORED WITH A ROW OF STAPLES ST ES ( 1 N E CP a MUST BE ( ) 81 THE TERM NAL E D OF TH RE / WIDE TRENCH, BACKFIU. AND COMPACT THE TRENCH AFTER STAPLING. SUBMITTAL SET
i.t 5 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD. NOTE; r 1 iSQ.YD. ~ THE USE OF STAPLE OR STAKE LIENGTH5 GREATER THAN 6 15 CM MAY 8E NECESSARY TO PROPERLY ANCHOR THE RECP s1 IN SOIL CONDTTK)NS ) LOOSE ,
d (1.35 STAPLES PER SQ. M) (2A STAPLES PER SQ. M) Fa blankets with the optlonal Nortl~ American For blankets with the optional North I Green DOT System. place staples/stakes G?een DOT SysMn•plan stapks/s tixough each of the RED cdaed dots through each of the GREEN colored O O R SQ. M) anal North Amerkan
N ,o VARIES r~ ce staples/stakes NOTE: PREPARED FOR:
ToP ~non~ of a~nss swA~ A • HORQONTAL STAPLE SPACING SHOI~D 8E ALTERED :EN colored dots/ CRITICAL POINT'S 8 IF NECESSARY TO ALLOW STAPLES TO SECURE THE
S '2"-S' (Scm-12.Scm) Z' (0.6m) '2"-S' (Scm-12.Scm) ~ ~ SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. C B/ PROJECTED WATER LINE *2"-5' (Scm-12.Scm) ,.y~ CI CHIWNEI 8O1TOM/SIDE ~ IN L005E SOIL. CONDITIONS, THE USE OF STAPLE 1ST AMERICAN BUILDERS
r 16 FEET ~.0~ OR STAKE LENGTHS GREATER TFIAN 6" 15 cm MAY BE NECESSARY TO PROPERLY ANCHOR RE P's. 2514 Reliance Avenue
Seam SNtch^" j 10" 0.25m ( ) I Apex, North Carolina 27539
° TOP WIDTH OF PERMANENT TURF REINFORCEMENT MAT Sesm Stltch'"'
ao x i .m) 919-303-8525
v 12 FEET EXISTING GRADE ~arosm~ i-- 10"(0.25m) '
BOTTOM WIDTH OF BYPASS SWALE O O *.Sm~ ~ ~ 3.3' l1.Om) i "(O.Sm)
ago 2 Z ~ Q I
~ 1 1~ 3.3' (1 xOm) I ~ BSC GROUP
NORMAL DEP?H 2.9 INCHES V~ t• PROPOSED FlNISH GRADE ~ O O O . • A • ~ ; 701 Corporate Center Dr., Suite 163
Q10 = 18.3 CFS i i Raleigh, North Carolina
ch SLOPE = 20.98 ''-r;. a
~i MANNING'S N ~ 0.041 t a HEIGHT ~ VARIES 3.4 STAPLES PER SQ.YD. 3J5 STAPLES PER Sp. YD. (4.1 STAPLES PER SQ. M) (4.5 STAPLES PER SQ. M) R 5Q. YD. HA N APPROVED FOR CONSTRUCTION THESE PLANS VE 9EE R 5Q. M) 27607
~ SIDE SLOPES ~ 2:1 NORTH AMER 'H AMERICAN GREEN PS50 For blankets with the optional Nosh American For blankets with the optlonal North A MANENT TURF REINFORCEMENT MAT Green DOT System~plxeshples/stska Green DOTSystem~placestaples/s 'L.E PATTERN ' "E" through each of the WHRE cobrcd dots. bxough each of the YELLOW colore 8Y THE TOWN OF WAKE FOREST Inal North American ce staples/stakes 919.854-0811
~ DEPTH OF FLOW: 2.9 INCHES (PERMANENT VELOCITY • 6.2 FPS STAPLE PAT a TOP WIDTH =VARIES .OW colored dots,
tiw.e• CQ 2006 BSC Group, Inc,
BOTTOM WIDTH = 12 FT °wcaavn yr cream au«n.... WIII vary ueNeiwiriy VII iwi LII FNII ICIR-AII VICCII NI%.Puu%.< <yNC, AA L.YF=o
~ PERMISSIBLE SHEAR STRESS m 4.0 PSF REV. 01/05
CALCULATED SHEAR STRESS = 3.10 PSF FIRE CITY OF RALEIGH UTIIJ S
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LEVEL SPREADER #4 BYPASS SWALE WITH ARMC ZMOR LINING FILE:
DWG. NO: C.8.4
s SHEET 27 OF 35 JOB. No: 06020.00
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