20061666 Ver 2_Site Plan_20070720

Le 6 6
NOTES:
1. 80UNDARY INFORMATION TAKEN FROM SULLIVAN SURVEYING. NOTE D~ S ~R 0 M P R E ~I M I f~ARY P ~AI~
y~~tiiy,~y 2. TOPOGRAPHIC INFORMATION TAKE FROM WAKE COUNTY GIS
¢2 3. INFORMATION FOR ROAD GRADES TAKEN FROM DATA FROM SULLIVAN SURVEYING NOTES:
4. WETLAND AND NEUSE RIVER RIPARIAN BUFFER INFORMATION PROVIDED FOR S&EC. 1. Boundary information provided by Sullivan Surveying. Noll-
5. THERE ARE NO FEMA DESIGNATED 100 YEAR FLOOD PIAIN AREAS ON THIS SITE REF: PANEL N XXXXXXXXXXXXX JEL NO 2. Topographic information taken from Wake County GIS aericl maps.
3. Wetland, Flood Hazard Soils, Suitable Septic Soils, & Neuse Riparian Buffer information from S & EC. may/ 41b s ` CD
Q 6. BEFORE AQUiRiNG A BUILDING PERMIT FOR LOTS MARKED WITH AN THE BUILDER MAY NEED NEED TO 0 BTA) N 4• ~ ~ A~ P~+ ~ ~oOdw~ay ~ ~''e~'~ FERIA map X~IOOCX~OCX~gc Art 00
EDDIE HOWARD ROAD A9'~~ N A FLOOD HAZARD PERMIT FROM COUNTY ZONING ADMINISTRATION. THE BUILDER'S ENGINEER, ARCHI SURVEYOR MUST CERTIFY ON ANY PERMIT THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. ARCHITECT OR 5. All constn.iction shall conform to all state and local standards, specifications and code requirements. 6. No changes may be made to the epproved drawings without w~iEten permission from the issuing authority. w 1rr~ :V i 4G 4 • a t
yF~' o 7. THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE AREAS OF 7. Contractor shall verify the location of all existing utilities and shall be responsible for any damage resulting AS OF WAKE from his activities. Call utility locator service at least 48 hours prior to digging. 1-800-632-4949. •
COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY AGENY ZONES UNTIL A FLOOD STUDT IS A WAKE COUNTY OR F.E.M.A. IS APPROVED BY 8. Erosion control pions ahatl be submitted prior to any grading on this site.
~F 9. Atl utilities shall be located underground.
HoN~,cv~ Rpq~ ,p~'90 10. All streets shall be 20' pavement (n 50' Public Right-of-way or 18' in 45' R/W and shat! be constructed to
Wake County and NC DOT specifications. Developer shall petition NCDOT to odd these roads to the NC system. 11. Front building setback 15'. Exterior Side setback 15', fnterlor side setback 7,5~, rear 15' in the R-30 cluster area.
12. All construction shall conform to Section 1-1-26 Flood Hazard.
0 13. All lots shall be served by community well system which must meet state requirements, except that lot 2 will retain its private welt. 3 well.
~~~P J 14. All tots shall be served by individual septic systems. Any lot with less than 30,000 square feet of soils considered
ao P°~ usable for on-site wastewater disposal will require demonstration of system installation and repair prior to recordation. 18. Before acquiring a building permit for Iota marked by the builder may need to obtain a Flood Hazard Permit from
~ o U ~ ~o County Zoning Administration. The builders, engineer, architect or surveyor must certify on any permit that all flood hazard CC) 0)
m k requirements are met. There shall be no filling or the erection of permanent structures in the areas of Woke County
Z Q flood hazard soils or Federal Emergency Management Agency Zones until o flood study is approved by Wake County or F.E.M.A. 18. A fee in lieu will be paid to meat the provisions of the Recreation Ordinance.
W ~ Y ~t/36th aon poe lot x 18 Tots • oars) CYJ
19. Temporary turnarounds with associated construction easements will be provided at all stub streets. LO E4
N 20. No grading shall take place until a soil and erosion pion has been approved and a grading permit issued by Wake County. W Q
BUCK ROWLAND ROAD 21. Access to open space areas shall be provided at regular intervals throughout the subdivision. 22. Drainage easements (20' minimum widtA centered on natural low points) ore required where total drainage area equals 4 lots or 4 ucr 23. Accessory structures are not to be within 50' of an access easement or road right of way. W C\2
or 4 acres. E-+..
24. Retention of undeveloped open space in a vegetated or natural state shall be ensured by maintenance provisions z Y) C\2 0=04 z ,
for the open space or os o maintenance agreement. Either one of these will need to be recorded with the E=4 t--4 u
register of deeds prior to or with recording. 25. Roads and intersections will comply with NCDOT standards for intersections. 4< Z
0 0 26. The water supply system will comply with state standards for community water systems.
0 a 0 a C 27. The use of natural drainageways, runoff interception points, discharge points and erosion and sedimentation control will be in H z Q
~ ~ CLAYTON ROAD ~ Q q ~~/F ~ ~ keeping with or above the standards of Wake County Environmental Services. 28. Each lot has a frontage of 30 feet or more on a road right of way. O
~Ftiy vii o ~'~MS ~ 29. All Neuse riparian buffer crossings ore subject to NC~WQ approval. w o
~ ~~q0 30. Permanent Open Space shall be used for the preservation of environmental features and shall be maintained by the homeowner's asso 31. If any tot is found to contain less than 30.000 s.f. of soils considered usable for on-site wastewater, it will be necessary to is association. C\ d' CO
~~Fc o CQ
a °~o ~~P~ demonstrate system installation and repair prior to recordation. 32. The site will strickly adhere to 15~ total impervious regulations. LO
~ ROPE 33. Each individual lot shalt be evaluated for impenrtous limitations at construction drawing phase prior to lot recordation.
G`~J~G~ 34. The rood system shown on this plat includes one or more stub roads that are intended to be connected to the adjacent property erty C~
gU0 uPS~~Ma 4, o ~i ~ ~ ff developed. The interconnection of neighborhoods with a road network ensures the ef~clent flow and dispersal of traffic and provides for additional pointes of ingress and egress for emergency vehicles. C3~
cQ 35. Prior to plat recordation any encroachment of septic fields into the tree and ~getation protection zone must meet the
conditions of Section 16-12-6 (Allowed Encroachments) of the Wake County UDO.
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T BLE OF C TENTS PHASE 1:
VICINITY MAP - NOT TO SCALE U it
P E 1 - C VER EET
PA 2 - SU DI SION PLA E
P'.
PAG 3 - ERO ION CONT L PLAN O z
SITE DATA:
PAGE - S E "A"
TOTAL AREA IN TRACT: 1 17.1257 ACRES OR 5,101 ,995 SF
TOTAL AREA IN PHASE ONE: 57.1644 ACRES OR 2,490,082 ZONING: R-30 N PAGE 5 - TREET "A" Emm, ~ z
>2 SF ~ 0 ~D
PAGE 6 STREETS B" "C" & "H"
x O
TOTAL LOTS ALLOWED: 169 PAGE 7 STREET D
PAGE 8 - THE G
TOTAL LOTS PROVIDED: 56 a w~
MINIMUM LOT SIZE: 12,000 SF PAGE - B LIPSCOMB ROA
500 0 500 o ,ooo ,soo PAG 10 - D ILS & SPEC ATIONS
AVERAGE LOT SIZE: 0.7977 ACRES OR 34,747 SF 0
~x
AREA IN R/W: 6.5784 ACRES OR 286,554 SF
SCALE IN OWNER/DEVELOPER: N FEET TA LE OF C TE S PHASE 2: P G 11 COVE SHE
OPEN SPACE REQUIRED: 5.7164 ACRES OR 249,008 SF 0 F
OPEN SPACE PROVIDED: 5.9155 ACRES OR 257,681 SF AGE - SUBDIVI 0 PLAN
x w
LINEAR FEET OF STREET: 5739 PAGE 1 - EROSION ONTROL PLAN w
x U
LINEAR FEET OF WATERLINE: 5699 PAGE 1 STREET "D" AND "F" W
WAKE COUNTY PIN: A PORTION OF: a
PAGE 5 - STRE "E" A A
0685.02-58-0083 8c 0685.02-59-2257 MONTCLAIR. LLC
PAGE 16 - ET "H"
8368 SIX FORKS ROAD PAG 17 - S ET "I "
REVISIONS:
IMPERVIOUS SURFACE CALCULATIONS: SUITE 202 PA E 18 - ETAI & SPECIFI TIONS ~ 01-05-07
TOTAL AREA IN TRACT: 5,102,127 SF RALEIGH, NC 27615 05-09-07
P GE 19 - BIORET TION DETAIL 07-19-07
IMPERVIOUS ALLOWED(15~): 765,319 SF
AGE 20 - WATER SYSTEM SPECIFI TIOf ~I Io -IONS
AREA IN ROADS(PHASE 1): 1 19,130 SF
SCALE:
AREA IN ROADS(PHASE 2): 72,092 SF 1"=500'
AREA IN WELLS AND ACCESS: 12,538 SF DRAWN BY
AREA IN PRIVATE ACCESS ROAD: 2571 SF SPH
CEO E S M O R O B
AREA IN ACTIVITY CENTER: 24,181 SF U DI PV Tl T r'r T T T~ ? ~ ~ ~ w. ~ ~ i.n ~ ~ N DATE:
AREA REMAINING FOR 101 LOTS: 534,807 SF 10-17-06
PROJECT NO.
AVERAGE IMPERVIOUS PER LOT: 5,295 SF
AREA ALLOWED PER LOT: SEE PLAN J-540
CHfIU/N IN (PARFNTN~~I~I
SHEET
A NI ly ~.iL~ P'AMIL Y ULU S `1 EX SUBD IDIVISION
fi
MIDDLI LE CREEK TOWNSHIP, WAKE COUNTY
Y. NORTH CAROLINA
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~ ~ ~ 1 1 ` ~ ~ ~ i r ~ ~ ~ till / > ~ ( 1 i a ~ ~ I ~ ~ `
~ ~ ~ f 1 / ? DATE:
~ ~ ) i t 1 1 ~ I 1 11 1 ~ ~ ~ ~ l~t~( l 1 12-29-06
i / / 1 i~ } 1 % ~ / ~ ~ i ~ ~ / r-'; r , ~ ~~~i it l oll/\ ~ ~ i l , /l ~ / / / ~i~ ~ iii ~~i~ I f (P ~ ~ ~ ~~L<~~ ~ ~ ( 1 PROJECT NO.
J-540
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~l~ DORSEY FISH 0.8. 8 FLOOD HAZARD SOILS Z:R-30 PIN:0685.02- (CROSS HATCHING) .bZ 0.8. 8110-426
85.02-79-5801
s~Y ~
+ 2
+ + + + FAAX IMP Y:
+ + 5295 SF WETLANDS tati;t};.
HATCHING) + + '~9
+ ~sz ~ ~ 40
NZ, , • O ....1 ~ cc
+ w~r~..~N~s ~ 2 30' x 60' TE + HATCHING) ~ ~y + AT TIME OF PROPERTY T! + ~ AX tMPERV: IMPERV: ~ + , ~0' TEMPORARY "T" TURNAR UND OF ~EVE~OPMENT OF AOJ CENT • 4 U ;cam LJ C7 w r.~
ZTY, THE OWNER OF THE A JACENT PROPERTY I w
+ g~ ~ 5295 SF 5295 SF d + + SHALL REMOV REMOVE TURNAROUND AND ECOMBINE r 00 o •
+ ~a a NEUSE RIVER + 5 WING SEC F100~ HAZARD SOILS RIPARIAN BUFFER + + SECTIONS WITH LOTS 27 & 28
(CROSS HATCHING) O ~ +
N I I
.90£ ,tlZ ~ b~Y + + M
~ 3 ~ ^ ~ R~ + FLOOD HAZARD SOIL RD SOILS
„O MAX IMPERV: + (CROSS HATCHING) .Z8 ~ wr ~ IMPERV. 5295 SF THING)
•ro 5295 SF ~ ~ ,L l£ ,£L£
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~g + 50~ ~ MAX IMPERV: 5 ~ 0 5295 SF + + E""4 Z
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` ~ is 0~ ~d MAX IMPERV:
~ ~ ~ 4, 5295 SF 190,
. 23 ~ W 1°°
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/ ~ 5295 SF w ~ 95 3FV-- ~ M M.~Mr
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N~ cNV~ , , t ~ 5295 SFr MA5291MPSFV: ` ~S61 1 04 x
Q ~ 1 O Q ~o CHARLES DOVE 0
x ~5295PSFy~ ~ ~ DEBORAH EBORAH DOVE SMITH D.B.1657-598 r z
EUZABET 140' t00a Q"" / ~ ~ D.B. 8~7 .BZZ ~ Z:R-30 LIZABETH DOVE SMITH Z:R-30 r
.B. 8778-496 I PIN:0685.02-69-2467 :R-30
PIN:0685. 2~8 ~ IN:0685.02-69-2769 E
PHASE ~ , • I HELEN DOVE SMITH HEIRS 00
LINE " ~aoo WILL BOOK 2002-1912 ' Z:R-30 z
~R o. OPEN PIN: 0685.02-58-7520 t3= o W
8~ 0 0
MAX IMPERV: ~ SPA f
~ 5295 SF OPEN NOTE: NO LOT SHALL HAVE 5
~p~ (ACTNE RECREATION) SPACE DIRECT ACCESS TO 13 ~ a
~ !~Y BUD LIPSCOMB ROAD
33'
~i ~ ' !ONE _?~~8• 93. 'TREE PROTEC ZO 100 100
MAX IMPERV: ~p 25' TREE PROTECTION ZONE 5295 SF 279' ~i S~~r~ ~j ~~r~~ - 3~,- -
O ~ L 1\.L~l.~ R BUFFER ~ ' JAMES TH A 14 O.B.4951- o ,a MES THOMAS JONES 1 t!1 F j
~ o' ~ N 50' PUBLIC R/W 20' EP Y Y b? 3.4951 47 WETLANDS ~ ~Y Z-30 ~ ~ ~ ` HATCHI ~ Icy x
Asa + I DUANE M OENTON Z:R-30 ~Y ' ~ D.B. 8703-1232 PIN:0685. MA)( IMPERV. h Z:R-30 V:0685.02-58-4752 ~Q~f } ~ ~a
N` ` 2~~ MAX IMPERV: N a
~ 5295 SF c M 52 SPSF~~ 5295 Sf ~o 13 ~ PIN:0685.02-59-4062 ~f ~ c' L' ~ U
25'~ 68 ~ f~ V O~ MAX IMPERV: ~fi 5295 SF p , ~4 5* o ~ ~.2. a \i, tJt
~N ~ • ~ . . MAX IMPERV: r~ AAAX IMPERV: MAX IMPERV: MAX IMPERV: 5295 SF 5295 SF 5295 SF M 5 I~MSPFS_RF1/: 5295 SF 1 Op a
a ~ ~4 ~ ~ FLOOD HAZARO SOUS
. a Z50., (CROSS HATCHI G) 264 ~ 1 100' 100' 100' 156'
~ ~5295PSFV: ' 9 ~Y EXIS ~ 239' PON O EXISTING ~,1+~ ~+x IMPERV: . ~ 205 22 69 51 83 3Q 5295 SF _ 30' ERIMETER SUFFE
POND ~02~ ~ ~ ~ FL00 ~ ~5295PS~/: ~ (C \ ~ ~ 1~ ~J ` bey FL00~ HAZARD SOILS y
M MAX IMPERV• a . 5~ 8295 SF (CROSS ITCHING) v + REVISIONS:
bs~ MAX IMPERV: ~ C~ • Q ~ 5295 Sf ~ V 01-OS-07
0 IMPERV: ~ MAX IMPERV: , ~ / !f 1f ~ 5295 SF ~ STREET A 30° CONCRETE OS-09-07
27~"' ~ ~ ~ ,S ~ ~ MAX IMPERV: 5295 SF O ~ ~c~ w ~ / 5295 SF ~
WETIANOS q ti~ ~ ~ N r~~ o~ ~ j~, 01 W 00 ("+1" HATCHING} SO' P[7BLIC R/W LOS EP~EP ~ ACR SS LOTER
~ ~ 212' HATCHING) N MAX IMPERV• r•
/ MAX IMPERI/: . / Q°'`o~ ~ 5295 SF + + ~ ~ 12 N 11 N N ~ ` 5295 SF 95P~F 1~ SCALE:
S MAX IMPERV: ~ p~ MAX IMPERV• ° ~b ['1 ~"1 1 } ~ ~ 5295 SF ~
90 ~~~'~'J ~ + 5295 SF ~ o a 1 9 1'=100'
~n + + SYBIL OGBURN WALL
r- PHASE LINE ~a ~ + a ~ ~ + + ~ + wer~wos = 50 PUBLIC 20~ E P MAX IMPERV: O.B. 8602-2594 Z:R-30 DRAWN BY
5295 SF { + HATCHING) c~+ ~Y ~ . 38' 100' 44' + PIN:46855.02-58-4083 SPH
~ . ~
n~ DATE:
~ MAX IMPERV: + ~ A 9-•• _ 5295 SF p~ + 10-17-06
FLOOD HAZA (CROSS HATC HAZARD SOILS ~ 5295 SF ~ ~ O
i~ ~S HATCHING} b1AX IMPERV: MAX IMPERV: 5295 SF~ MAX IMPERV: ~ a~~~•:`•, C~R 9~ 5295 SF PROJECT NO.
•~~s, bsY ~ 1 ~ ; MAX IMPERV: N~ O : 52 F ry~ ~Y5295 SF MAX ~MPERV: 4' '•.t~ J 1, ~O J-540
N i~ 52 5~ Sf b ~ N ~~E ~ : W ~ tlg ~ }~5~ ~ FLOOD HAZARO SOILS
~ ~ (CROSS HATCHING)
F OD HAZARD SOILS
----""""'ROSS HATCHING) (b~. % Q a F N MAX IMPERV: MAX IMPERY: SHEET
N :i(fl f f f 5295 SF 5295 SF mom -IK%K- 36d 100 0 100 200 300
30' PERIMETER BUFFER 400~ J + + + ERIM~ETR UFFER
2240
ROWLAND ESTATES, LLC 0.6.9821-161 WBI JOSE EDWIM H PRINCE, JR. D.8.7752-742 RKR WILLIAM JERRY JERRY WOOD D.6.4830-554 SCALE IN V FEET 3
Z:R-30 PIN:0686.03-41-1008 Z:R-30 PIN:0685.01-49-5600 RIPARIAN BUFF R Z.-R-30 PIN:O (DIAGONAL CH) PIN:0685.01-48-5616
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FLOOD HAZARD SOILS ~
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6' Zlb49 SF A• 0.882) AG :.:.:vY~i:•:9K•':~':(~~::•~i::•:.::::::,:,':..::.:. ~z. ~ ~ D ELISE RIVER co I
C7 MAX IMPERV•
,5295 SRFV: ~ ' ~ ~ 2 5 95 SF a
oss+e ~c ~ ~v , O. MAX IMPERV• O~' IAGONAL HATCH) N
MA5295PSRFV: QJ,~~~ ~ 5295 SF oei8i4 ~ o~
~4 2 ~ ~
73 o `L ~ueo s SF 38
MAX IMPERV• 5295 SF ~ 165 t.~ ~ MAX IMPERV: MAX IMPERV: 5295 SF ~ 5295 SF
0 B~/ O C
"as 89~ 41 ?4?.
Rq~N G~ NEUSE RIVER N
~$F''''~~~~~~ RIPARIAN BUFFER { ~jFjyT~..;'~.:...~:•:.: ~ (DIAGONAL HATCH) tw.1~+ J4~35 SF OJ~74 ~G ~ ,
?39, ~
59214 SF 1.38pt A,C MAX IMPERV: ~ I
5295 SF
•I ~ ~ 7 1
NAX IMPERV: 15295 SF MAX IMPERV: ~3r . : 20 DRAINAGE ~ ~ oe ai MAX IMPERV: r Z ~ 5295 SF n ~ . o~0eza'i ~ ~ 5PS~~ 331' ~i i i
` 19g' , oe 5295 SF
EASEMENT y :Qn~ ~ m 4~ M 2 SPS~~/ ? Vl .
~ ~`?38, ?3g, ~ ?1~•
7 Z°° 1.2417 NC N MAX IMPERV: 6 z
~ nzn x 3 5295 SF ~~'"¦1 a
o.~ ~ MAX IMPERV: ~ MAX IMPERV: N ' 5295 SF ~ 5295 SF Z::..~. ~~y~ 21335 SF 0.4Ei0 AC 0
t.s~s~ ~c ~ C>~~ ~ p MAX IMPERV: ~°~1~ p o~n ~c + 5295 SF P4
226' O N3 y ?~0. A 97812 SF
MAX IMPERV: ~ J ~ ~ 252 0 44 0 ~ o S C ~ ~~i~ 2.2162 AC fi 1 + S13. x
~ M 52 ~ass'i ~ w MAX IMPERV. 5295 SF ' 1~ ~~5295 SFV~ MAX IMPERV: MAX IMPERY: ~ IMPERY: E
5295 SF 5295 SF B5PESRFV: ~ ~ 2oo~e s~ + x~. ~ z I
a2n2 sF ~~~t~~~p~ ~ ~ I 0.7524 AC ~ V' ~ 4 ~jZ o ~ 1 5 ~cF o> r9O~ ~ 95PS~/: 5295 SF ~ o ~s ~ ~ 43 43 ~ 95PS~.,~ ~ a + +
2 210' ~ N
WETLANDS + ~ <v 32' HATCHING) t
Op ,s~~ ~ 5 • ~ 2 2 ~ 132' +N +
MAX IMPERV: o.4°°s ~c ~ 5295 SF 33 ~ + Qi h
MOg291MPSRfV. + a xz ~D
~ ~ a~, . M 295PSRFV: ~O ~ p, 210' 63, c~ °
0 4 ~ 19 ~:I~'REET ~I~~ ~ fL00D HAZARD SOILS z
MAX iMPERV: MAX IMPE I 5295 SF 8295 S O.E{23 AC SAX IMPERV: 83 + g I 4 50~ . 8295 SF ~ x' , MAX IMPERV ~ ~ 5295 SF N ~ (CROSS HATCHING) 0
~ ~ o
~ n~ 226 ~c 3tiY7 Sf ~ 1.1362 ~ N SZ a o.~~a2 ~c ~D- MAX IMPERV: ~ R z2e~a sv o a~~~ 5 0~
/ MAX IMPERV: o MAX ~MpERy; ~ 5295 SF~ SO u+~ ~ MAX IMPERV: 5295 SF ~ oa2o~ ~c w o. 5295 Sf
5295 SF MAX IMPERV: N ~ Q o~ ~ wn.' MAX IMPERV: ~ 5295 SF p cY oa782 ~C N 2ae~ sF N ~p d~.>• MAX IMPERV: ~ 95 g ~ 5298 SF IAX IMPERV. 1 + + + + + ~i°i ~ O~g~ 8295 SF ~ 0'.x
~ ~ 72 k 0.4931 AC
I oa~4s ~c
~ ~ p,SE 2 H 49 41S24 SF O.i368 AC
o~, NEUSE RNER
6 ~ , • p ~1 ASE ~ , 1 u~~ ~ N RtPAR~AN BUFFER n~ z~~ sF ~ o0 o.s5~s ~c ~ (DIAGONAL HATCH) o°
a~e~s ~c (y„~ x
4. 8 ' ~ Z~~ ~ w w
~ 9, 167' 74' 71' N 0.4~79j I~iC , N N a
C~ moo, ~~R. ~ ~ ~ X0142 SF ~O, U
v IE24 AC G O ago. ' + W a
m's's ~ ~ ~ t A
N ~ ~ 20308 SF 8M1 ~ s A
' 61106 ~ N ~ 0 82695 ABC ~ 0. ABC ~ ~ W 221M SF .
1 ~ W ss~a~ sv r? ~ 0.7At9 AC ~
~~i~Gr.~1 ry~SY22,T ~ N O.S7N A~iC ~ 0.'J0~0 AC ~ .
~`.w^ REVISIONS:
LS# 11 05-09-07
~4 ~ 50 P LIC ~o
1 1 1' s2 ~ ~ ~ ~ p~ Epp 9ti
~ .
~5~6 + + M p ~ M 0~ 701 ~
s~ J0194 Sf advu AC M WE'P(f~IV S SCALE:
1"=100'
+ + + + + + DRAWN BY
+ + + + ry~'~ J + + + +
2 01~° ~v ~ N zszxs sc 06388 ABC ~ 20444 Sf ~ O 0 ~50~12 ~ 0.6041 ABC + + + + + SPH
Q> ~ 0.694 AC 0~ ~ OD f + + +
+ + + + + DATE:
+ + + + + + "uz4°0ee ~ 01-05-07
+ + F r+~---+- 30' PERIMETER BUFFER+---
+ .~L,g PROJECT NO.
J-540

SHEET
i 100 0 100 200 300
--6 SCALE I N FEET
4,--
t OF I~D

\ \ ~ ~
~ ~ f f ~ ~
~ ~ g ~ ~ ~ ~ t' ~ ~ t ; t ~ 3 ri "jJfl 9 ~
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o- ~ --F- -f-` --I- `
~ ~ ~ ~ 18'~ OUT=3~8~0 ~ ~ ~ ~ 1
` \ dd,~~ 9'XS'X24" ~ BOX #6 TOP=11.8 , ~ ~ ~
~ RiP APB OISSIPA1` QR INV IN=~~ 309.0 ~ ~ 1 ~ ~ Ir
\ ~ WIT 1~~3 D50 STOt~F,~ OUT 18 =308.9 ~ ~ ~ 1 ~ OUT 8 308.15 I ~
~ ~ ~ ~ ~ ~ ~ co
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t
1 LO
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~ ~ ~ ~ ~ ~ z ~ j ao ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ENV ~N= ~C ~ ~ P \
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~ ~ x ~ 20' RAINAGE & MAINTENA~ ~E`k~lEN1'~ ~ U) C\2
JV {N=323.7 ~ \ ~ \ I ~y2~ \ L~(EL SPR~IDER ~ ~ \ ~ G>'~P/ 1 ~ ~ o L' SPREADER
~ ~ oo ~ , ~ 10 - 100LF
~ ~ ~ ~ ~ 1 ~ ~OX~2 TO 3 ~ ~ \ ~ \ ~ I yc~ #6 - 90LF ~ ~ ~ ~ ~ + F~ LIP EV= 3C~~A ~ ~ ~ ~ ~ LIP ELEV=328.6
~ ~ INS/ IN= 32 5 ~ WITH 7 SF F ,~2~BAY ~ ~ ~ 18 6,UT=329.5 .4 a ~ WITH 36 SF FOREBAY
LEVE{~SP EA ER ~ \ OUI~ 24"=32 5 ~ ~ ~ ~ ~ ~ W/ 9'X'S'X24" o ~ ~ RIP-RAP~SSIPATOR ~ ~ ~ ~ ~ - - ~ w a
~ __J_~ ~ ~ P ELEV ~~3 ~ \ OUT ~ \ 20.8 O \ ~ ~ WITH 13 DS0 STONE ~ W ~ _ , ~ C'~ oa
1 ~ ~ ( ~ T ~ITH 63 S?F" 0 BAY ~ \ ~ ~Zk \ ~ ~ ~ i ~J ~ ~
~ ~ C
~ ~ I ~F\ ~ ~ ~ \ ~ ~ ~ BOX# 10 TOP=332.9 ~ ~ LO
~ ~ ~ ~ ~ ~ ` 14 Q INV IN= 330.1 ~ ~ 1 o OUT 18"-330.1 ~
' ~ ~ ~ ~ Pt - 8"PVC ~ ~ I ~ ~ ~ ~ ~ ~ 18„ Cp ~ ~ OUT 8"=329.1 ~ ~ 0
~ , / ~ ~ R~ -
/ PIPE / '~~1~ t\ ~ ~ ~ ~ INV IN=330.8/ ~ ~ ~ .
~ ~ ~ 1 ~ ~ ` U
\1 O INV IN=332.1 i
-I- -I- w~ °8~s X24'9 ~ -I- i ~ -I- i ~
l ( ~ of - ~ RIP-RAP DISSIPATOR ~ / ~
\ ~ \ ~ ~
\ ~ ~ ~
~ ~
~ X ~ ~ - ~ \ IIMIT OF ~N~~-p`NDS ~ ~ \ \ ~ ~
~ ~ ~ `
- - _r
LEVEL SPREADER ~2 LOCATED OFF STREET A @ 21 +82 LEVEL SPREADER ~6 LOCATED OFF STREET D @ LOT 92 LEVEL SPREADER #10 LOCATED OFF STREET A ~ 16+25 z
7, a
0
~ ~ ~i
~ 1 ~ 25~ F ~
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W z
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I 1 ` I 1 ~ ~ 1 I l r? I ~ ~ ~ ~ ~ z
I / I ~ ~ 1 ~ ~ I 1~ \
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\ \ ~ ~ ~ ~ 18" OUT=297.7 1 c ~ \ ~ \ LEGEND
1 \ ~ ~ lr ~ I ~ ~ W w ~ 'W O a
~ ~ r ~ l \ \ NEUS RIVE ~ ~ \
\ vt gy WITH R 3" DI50IP~70 E ~ / \ F. ~ / ~ \~~~PG ~ LIMITS F / / ~ ~ ~l ! ~ ~ NEUSE RIVER BUFFER
/ ~ ` 20~ ~ - 1 MAINQENAN EE F~ASEMENT lr
\ / / 2 WETLANDS
~ 1 ~ ~ I ~ ~ ~
1 ~ ~ ~ ~ ~ ~ ~~R~~ ~ ~ ~ ~ ~ ~ ~ ~ C350 DITCH PROTECTION 0
~S 1 + ~ ~ ~ i i a F j
~ ~ 1 ~ LEVE~ 50LF DER \ ~ 1 / ~ ' / ~ ~ ~ ~ ~ / ~ 1 ~l I ~ `=u- C125 DITCH PROTECTION x
~ 1 L`1P EL~V=29 .2 ~ ~ ~ ~ ~ ~ ~ ~ ~ W w
~ ~ ~ l ~ L~1/EL S30READER ~ RIP-RAP
I , 1 ~ Wt~'H 9~~SF REBAY ' / + ~ ~ / \ ~ ~ \ ~ / ~ 1 SIP ELEV=305.0 ~ j i ~ / c~ a a
1 ~ 1 ~ B0~( 11 \TOP=04.1 ~ \ ~ ~ ~ ~ . V~< ~ ~ 1 INV N=31.0 ~ \ ~b ~ ~ ! C~ ~ / ~ ~ ~ ~ ~ ~ A ~ WfTH 10 SF FORLBAY ~ ~ ~ ~ LEVEL SPREADER w
~ ~ ~ OUT 18"= 00.0 I OU 6"=29.2 ~ ~~'6 ~ ~ ~ a A
\ ~ \ ~ ~ ~ ~ ' / / 6AL / / C350 P~ERMANEDdT~H PROTE PROJECTION ~ D ITC H A
~ ~I
N 1 / 1 ~ ~ ~ ~ \ \ PIP 12 ~ EASEMENT
~ 18" OUT'~365.3 \ ~ 18~RCP / PIPE 12 , IN = ~
~ ~ ~ 1~/~ 12~X5°X2~" ~ -~,5-"RCP"'' / ~ I ~ RIP-SAP DI~SSIRATOR 1 j / / ~ ~ ~ ~ ~ ~ REVISIONS:
~ ~ WITH 13" D5~0 S~'ONE
~ ~ __t~~_ / BOX# 1 ~ TOP=308.7 ~ / ~ ~ 1 ~ T ~ iNV IN, 305.9 ~
~ \ ` ~ \ ` ~ OUT ~i 8 =305.9 / / , / ~
ARY I ro ~ L ~ i \ ` ~ ~ ~ OUT 6 -305.4 ~ ~ ~ ~ ~
~tTCH PRp ACTION C35 \ \ \
1 \ ~ ~ / DITCH ~~RMgN NT ~ , a ~ F~ROTEC ON I ~ ~ ~ I / ~ ~ \ SCALE:
~ ~ ~ ~ ENV IN= 01.3 C l ~ \ / i ! / ~ . J/ if)-30)
i,1 X2-0\ DRAWN BY
i i i ~ ~ ~ ~ ~ v ~ RAB
1 I ~ 1 ~ Cy N t l ~l ~ l
DATE:
07-20-07
~ 1 1, ~ R
~ 30 0 30 60 90 PROJECT NO.
~ ~ J-540
f ~ ~
c~ ~ n i r i n i r r rT
TLLJ
1/ 4 -'o"' I Yl I/ SHEET
~ 1 "=30'
LEVEL SPREADER #11 LOCATED OFF STREET G @ 23+00 LEVEL SPREADER #12 LOCATED OFF STREET D @ LOT 67
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Bla-R -RETENTION BASIN PANTING PLAN i
BID-f~ETE~ITIO~I BASIf~ P~A P~A~I T ~I ST ANTI~I~ P~A~I V 1 L ~L
PANT SIZE QUANTITY SYMBOL BOTANIC FIST
SYMBOL g~TANICAL NAME COMMON NAME ~NICAL NAME COMMON NAME SIZE QUANTITY
WB ILEX VERT(CILLATA WINTERBERRY 3 GAl 6 WB ILEX VERTICIL 3 GAL 7 Y ILEX VOMITOR )RT 3 GAL g SJ HYPERICUM D 3'-4' HT. 3 DW CORNUS SERI 2TIGLLATA WINTERBERRY 3 GAL 3 co CQ CM-
Y ILEX VOMITORIA YAUPON MITORIA YAUPON 3 GAL 4
SJ HYPERICUM DENSIFLORUM COMM ST. JOHN'S WORT .UM DENSIFLORUM COMM ST. JOHN'S WORT 3 GAL 5 A
DW CORNUS SERICEA REDOSIER DOGWOOD SERICEA REDOSIER DOGWOOD 3'-4' HT. 2
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A Q''' z
O ~ z o0
BID-BET ME SIZE QUANTITY PLANT LI S 3 GAL s SYMBOL BOTANICAL N TE~1TI0~1 BASIN PL.ANTI~I~ PEA
o
P~A~1T FIST
z W~
SYMBOL BOTANICAL NAME COMMON NAME IST w U) F
WB ILEX VERTICILLATA WINTERBERRY
.L NAME COMMON NAME SIZE QUANTITY
Y ILEX VOMITORIA YAUPON 3 GAL z
SJ HYPERICUM DENSIFLORUM COMM ST. JOHN'S WORT WORT 3 GAL 2 ~ ILEX VERTICILLATA .TA WINTERBERRY 3 GAL 6 i
DW CORNUS SERICEA REDOSIER DOGWOOD D 3'-4' HT. Z Y ILEX VOMITORIA YAUPON 3 GAL 7 o
SJ HYPERICUM DENSIFL DW CORNUS SERICEA JSIFLORUM COMM ST. JOHN'S WORT 3 GAL g
.A REDOSIER DOGWOOD 3'--4' HT. 3 ~ x w
w
a U
W a
A
A
1-12' 1MEIR-i I
2"
REVISIONS:
3'<MIN> SHREDDED
HARDWQ~D MULCH
12' CONCRETE
PLANTINGS PER BLOCK WEIR
/PLAN \ / SCALE:
OU TFALL Di TCH AS SHOWN
DRAWN BY
SPH
. ' ' ' . . ~ O~T~ RIP-RAP FDREBAY ~'4~%'~'SANDY'~l:~AM.p~2~':L,DA~hiY.~'SAND.~ > ~
• ' ~1. I~NlHi2' ~~'0 '•6.: ~~NfHR P~RMEA$IL•ITY~ ' O DATE:
Tcy 05-08-07
GEOTEXTILE FABRIC
PROJECT NO.
12? DEPTH)D STONE °oo°oo°ooo°oo°o°oooo°oo°oo°oo°oo°oo°oo°oooo°oo°ooo°q°o°°o° 8 PVC OU TAE T J-540
0
71E TO DITCH nQ n~
~ vrt HL c;KOUND SHEET
(2) 6' PERFORATED CPP W/GEDFABRIC
SLEEVE INTO INV OF RISER
BI[I-RETENTI[IN BASIN DETAIL
V
OF I

i i ~
11 ,`,3121ititft
r
s ~
NEUS ER IPARIAN LEVEL SPREADER~DIA NAL HA ?ILS . ~ #2 - 130 LF .00 kRIAN BUFFER
_ ~ AL HATCHING) "
:fib ~ ~ ,
FLOOD HAZARD SOILS 1# 0
(CROSS HATCH) ` n ~H) ~ ~ M~N~..:::: ~ ~ ' ' ~ ~ ~ LIP ELEV=320.4 0
~a WITH 63 SF FOREB Ci BOX 2TOP=325.8' CIRCULAR
:r~~:: ~ ~ # D = 11.27' 33" 71
Z v CIRCULAR rte- D = 18'28'57" INV IN=322.5' 24" OUT=319.9 OUT 24"=322.5 1 U 1 W/ 16~X6'X OUT 8"=320.85' ~ RIP-RAP SSIPATOR . a WIT D~'0 STO,DJ E N T = 96.53
U' T = 40.26 R = 500.00
c~ L = 190.70
~ R = 310.00 ~C = 189.55
L = 80.08 30" CONCRETE ' R~~~ 79 85 CURB AND Gt1TTER
ACROSS LOT N0. 1 23'x15'x24" co
R=30' CONCRETE FLUME ~ RIP-RAP DISSIPATOR
~0~ TRANSITION + WITH 13" D50 STONE tP !y6vqL I
o rn y' iNV OUT=322.4' O
~ t t ~ with NCDOT LO H LO
T, ~ 4. E~ F W C' 35o PE S~ p~I.IC R ~ ~6 ~ ° RM'~NANT ~~NER HEADWALL '~N -350 PERMANAN~ LINER C ~ / f ~ W o
U,~t, # rn ~ ~1 Q~,~PG~ E,T A W C11 ~
o C+yw 20'EP/,Ep N~VEI8~RCP=330.8' ~ RMANAN~ ~1~ER NER a' C-350 PE ~ S r~ ~ 'mil Y) c
o _ ~ PIPE#10A INV 18"RCP=332.1' + 22.5..-~- 6~~WL p BU 50' PUBLIC R/W 2q EP/EP a ~ Z
D ~ _ E=4 U
-r.. RARY ~~NER INV IN 3237' ~ ~t z
i t ~ ~ ~ ~o ~ 2 BO ASS X25 TEMP ~M„ » 1 EMPO . 5 -o ~ 6»GV 12 „WETLANDS ~ N N 9
a ~z ~ a
n cn ,y pRARY 0 ..1 HATCHING) ao 6"x6" TEE ~ ~ v ( ~o
N ~ z ~ ~n CONCRETE FLUME '~Ea o » w o
~ I_ C'35 pER n 6 GV ~ ~ N 1 COD I
MaNANT ~~NER ci
BOX 10 TOP=332.9' INV IN-322.8' + ! LO
r ' INV IN=330.1' ~ . ~ wi NCDOT ~ ~ ~ H DWALL
w , .j ~ OUT 18"=330.1' -f~ 1
.5 k.~ ~ o J OUT 8"=329.1' 18" OUT=32q o~
,A r ~ ~ ~ ~ W/9'x5'x24" / ~ i
C~ RIP-RAP DISSIPATOR ~ LEVEL SPREADER WITH 13" D50 STON ` , ~ f U
v' Z ` ~ Q~ ~ ' ~ ~ I 1 1
~ zi ! 1 # 10 - 100 LF ~ s 1 ~ `
~ LEV=328.6' CIRCULAR ~ WITH 36 F FOREBAY ~ ~ s s ~
j D = 17'37'46"
SCALES: ~ r T = 65.02 30, PERM DER BUFFER ~ 1- ' - ~ wEr~arv~s
1" =50' HOR ~ ~ 1 ( 1 ) R = 325.00 1 I 1 HATCHING) 1
- .:..I.. ~ L = 128.35 I :I~:':~~
C = 127.51 : ~ 'E~`~.:~ ~ ~ ~ : ~ FLOOD HAZARD SOILS ~ : ~ ~ , , :StF~:~:~+~
} ' 30 ~ PER?M ~ 1 ~ER BUFFS - -
(CROSS HATCH)
6
z
0
370 .
°+a +~n 370 "
o x F
n > aw a
z
365 ~~J " J^~
365
ST~:EE' 50' PUBLIC R/W ET fiA~r 1~
UW 20` EP/EP a' S
360 ~ ~ o
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355 ''3 . 0
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u~ PI ST 14+ 0,00
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350
350 h
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340
`N 340 a REVISIONS:
°o Qo M 01-05-07
0 ~ M ~ M r-r~ OS-09-07
°?~Q~N M 0?-ZO-O
335 J In 00 .--i 00 W
~-M+M F-W a w 335
N~ N~
QJQJ mono,] SCALE:
~ ~ of C.- F op- jss~~ AS SHOWN
330 V p.,
330 DRAWN BY
SPH
elop-
DATE:
325
1325 10-17-06
PROJECT NO.
J-540
320
6 ATERLI E
AP ^k
Alm he-N lot %AJ %J i N CD LO Oka I
(fl r U7 t~ d' t17 to CD co to lA 'Womow cn 130 LO -to Pr) 00
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31 5 ?7 ~ 07 M M M M +7 1,40) M M M M r7 N') P9 rr)-- Plu ~ M ~ ~ M ?7 M M r7 M M M M M M M M M M M M d'N N 'nN N ^N r`N r`N 'nN (°N ~N 00N M °'tO a'?~ o~ M M M M N) M M M M M M M M M M M t'') M M M M ~ r4f
9+00 9+54 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 X50 14+00 14+50 15+00 15+5d 16+00 16+50- :315
17+00 17+50 18+00 18+50 19- 19+00 19+50 20+00 50wwffi~ 21+00 21 +50 22+00 22+50 23+D0 23+50-- 24400 -00 24+50 ~~Of ~ lp

CIRCULAR
D = 11'27'33" j BIO-RETENSION T - 2~$ t i 1 ~ ~ ~ ~ . LE L SPREADER
#3 - 78'x26' ~ R = 500.00 FL D HAZARD SOILS ~ FLOOD HAZARD SOILS
D (CROSS HATCHED) (CROSS HATCHED) !~'i~,. ~ • is ~ ~ r~rrr,
, Zrv~.~. L = 395.43 ~ r
' ~ ~ ~ ~ C = 385.20 9'x 'X24" r' ~ -43LF i~ k k ~ WETLANDS • ice..
~ RIP-RAP DISSI ATOR 1~ k k HATCHING) ~ ~ ' /
WITH 13" D50 S ONE ~ , WETLANDS k HATCHING) 1 ~ k k ~x i
~ t' k
1 ~ J :y
~ ~
1/ 1/ ~ W PN~ S~ GK D~~C l Jet j j 1 S ~ . t,l~
~ P ~~a ~~D 3S Q k 1 ` s ` R
~ INV OUT=332.6' ~~IL ~ pv o Ae o+ ll(~' ~ R,~, ~ /
r ~ C i C, ~ ~ p qi~F -y~ 1/
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PUBLIC RAINA C-12 TEMP ARY LIN ' ~ EXISTING .~3
~L~~ s W~~ ~ R Px RAP DISSIPATOR POND ~ ~
o ' INV IN=333.0' ~ 6„GV 2 GRADE DITCH TQ DRAIN 6 x4'TEE 2 'R ~ ~~s'' ' WITH 13"D50 STONE a~ ~ " `l-5 ' u~" INV OUT=324.1' a ' . z 0
, / W 0
„wy p n FROM INTERSECI~ION TO 4"GV 2 r = c~3s ~ , ~ W C\2 C4 LO
6 NEN ~-~NER 5~¢ K p~~ N , ~ P E #5 ~ ~ ~ o ~ ~r 'ox ~ '0FR , Q ST ~ a~~ t~n , _ . c~ q~V~~~ S/G.hr CO
pER~'P SAC ~ 10'x70' SI HT ~ twol z
C..35~ ~ TRIANGLE o v I ti /
~ ~ 1 ~~;1~'~ T ~q,~~ MFR ~Rql S>)~~3• ¢8~, ~'~C .~nG' EXISTING INV IN=324.5' 3S0 ~ ~'~I' F ENS y p~R~AN ry h a ~ Z~
POND w
U~ , N ~ ~ q ~ a ~ ~ A G''35~ Z ~ o
24" ~ ~ 0 00000
11 i ~ a,. s 'y~' ~ ` ~ ~ ; TR k~p~FR~~'~F ~ 'V RIP-RAP D SS PATOR N a ~ ~AN~~Fs~~yT NT L WITH 7 3"D50 STONE w a
C\l
y v ~y~ 25 R 6~~GV 6,~,~,~ ~ INV OUT=322.7' 6»x6"TEE ~h~ _ _ C\2 ce)
` ~ 1 ci o ~ v ~ o z LO LO
1 ~ , W ~ N ~ o RMPN~~.~ LAN 66 6 ~ ~ 6„~~ /
1 / c~
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1 P.~b a; '~~~P
~ ~ - a O c ~
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' SCALES: / ~n ~ ~ D = 19'05'55" \
1" =50' HOR ~ i N T = 131.40 1
~ ~ ~ cv = , ~ R = 300.00 , ~ ~ L = 247.69 , 'r
r ' I ' ~ \
a
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355 6
355
(~~1f~~\)'1~'~~ 0000 x H
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335 0~ OD ~ ~ J Q
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qT 330 ~
NF A A
325 6 WAT LINE
LINE
2 " 1325 REVISIONS:
6 of -os-o~
05-09-07
320
320
SCALE:
AS SHOWN
315
315 DRAWN BY
SPH
DATE:
310
310 09-15-06
PROJECT NO.
J-540
305
SHEET
Ljo- La 9= Lick j
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~ M M M M M r7 M M M ?7 r7 M M M M M M M M M M 00
24+00 24+50 25+00 25+50 26+04 26+50 27+04 27+50- 28+00 28+50 MI -M I - 4 - W-- - +50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34- 300
34+D0 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+04 38+50 39+00 X00 39+50 of I ~

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r , r. y ,i ~o Q, 6"x6"TEE C-125 TEMPORARY MATTING 1 ~ ~ `~r~ ~ X'
Y' ,i f,: s 6"GV °r kF, r rr r . ~ i~
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V' ~ ~ 50' ~J]~IIL~IcC ~Y ~D° lEl~/~ ~ ,f',. t ~ k I
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T= 81.56 1~ ~ o _ . , y. ~a N .t
C,~ R = 200.00 / ~ ~ ~~r rp ,,s ~Z: f ~~1' w • `75 , A ~
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05-09-07
33 30 32 W~
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SCALE:
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32 25 32
20 310 310 DRAWN BY
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DATE:
32 2d 315
315 30 05 10-18-06 -3
PROJECT NO.
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315 315 310
310 30 znn
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N 11~ 01-05-07
+ ~ 05-09-07 o7-Zo-o'7
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32 d
64 DRAWN BY
CL SPH Nh-
315 DATE:
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PROJECT NO.
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310
p '004I a SHEET
r %WOO
d7 I~ cfJ to N h O t~ d' d' f~ I~
C) 00 00 to two; NO% VII 10 -"w , -"W- - - W%+ r--ill r a) m I rn~ orr~ o~ oM rn~ rn~ ooVON h o~.ry rn~ ooN 00N °°N ~N ~N ~N ' N N ~N
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OF ~ ~p

vC~ 18" OUT=297.7 FLOOD HAZARD SOILS WETLANDS
} . v:' ~ \ . *d CIRCULAR 9'X5'X24" (CROSS HATCHING) HATCHING)
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01-OS-07 OS-09-07
315 51
315
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310 DRAWN BY
SPH
305 DATE:
305 10-17-06
PROJECT NO.
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300
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07-20-07
315
315 315 315
SCALE:
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RAB
DATE:
30 05 30 305 01-05-07
PROJECT NO.
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30 znn ~!1
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PROJECT NO.
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PROJECT NO.
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285
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DEwATQINO i
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INiCfA1J.ATfCft10KNKi'lli~f~ Ate iNA'1'il!~G P~odeds desk b 0ontd er0~i0r t+AuuDO Oe iattrlbd f0 rtCardOnot siist?? t ~ ~ a~iWcaper'~iaa~ton~.Aa~attabttnta•typevuscd~e~pn~ ~s~sv~ PlpaOulMtWFletArea- •
~ i ~ . I~t 1~+'I Mr ...r...rw.r. M~MM ~ w.~. Oi+Oatrddtliod0 oo•ordxMstitS~iddtesrbor•~hatekic t+~ ~ Pitt ~ bInll~oolsdtntefmtdl0Ape4.th. ••M•t+~. Nowa?yetlnwcnannsl (REVISED: ~-~-56>
I+IK ~ tt~ m SIII IlE/dNMtL i. Apply le0o. Cen~a onQ Leaf 6rfore >xyir~ dra na tr tnrit,
~Ot .,.""...ww 1w.1}'. """"".~v .~.r.w i ~ _ _ Shoulders, Side Ditches, Siopes (Max 3: Jax 3:1 }
.,,,,,~r+ . . ~rwrr+"" tl~ x ,Y Ilal INI.
t. uY aHE e~Oac off EA~AI MOE av 1Nt snaiOTC,~E aN n5 s~ ~ THE eOt>nM II~OMr ra AWOw POOI i M1E TYPE P Plan Auq iS -Nov 1 Tall Fescue 30 4 ~ Nov i - Mor 1 Toil Feuue ~ k Abrozzi Rye 2 Mor 1 - Apr 15 TeN Fescue 3p ti Apr 15 -Jun 30 Hulled Common Bemwdogmss Se~tbn AA ?fittw PLANTING RATE r r r r t r t rr
OIIAwAAE. 1ME FOUNDA'SON Sil01x~0 ~ EXCAYAlE4 AT MIST ! NpES ~aow 1NE ~T a ~ sTORtt w 300 Ibs/ocre {
oltMl vua ~ eoTTaM ROw oI' t>VOacS r nr tovE o~ ~ alwH roR UITLeilAl, auPPORt Iwo ro Avr~D wA~IOU~s tMtpi o~tlauow ooouRS. ~t ~ iwwwr~? i ~fN M~Tf.I. 300 Ibs/ocre L©~": '...1
tma ren ~ aVS u1iRAL SUPPatt Td lU~QIEIIT wait ROM15 iY 2 X 4 r~ 41IE5 TINat01! •w. 25 ibs/acre y • < 00
~ ~ DOCK OrEM110S. ATE ooo~oc~t raac WIRE S 1~ ~ CARf~W,Y MT NMDIIIAAE ar07M OR OOMPIIRASI,E iE~IPORARY SEON~IIT 300 ibs/acne W 25Ibs/acre c,n
-IAC ~ o~.Y MAI t~wnot Mtl? N~ Main Mt1It t OPEttN10S 41RR 11LL POOL ao~t Mo Mcwt ~ "a t~oft pAG( OPEI~IOS HOLD dtA1KL IN A~AOE/ AAN~ • 1~It Malt Cr tXT to ~ ~ t~ DEW111ptNG 1{AOfi ilaiiAflL OAAYQ ~ ~ RM it ~K ttAl itA01s1111 1G ttttfiM Mrl ORiM. . q 0~'N01~ ~ !NO'ISICI td4'i~11 MS NYaA y~,n~ Notas Jui 1 -Aug 15 Toll Fa~cue and 12 t. Le ft the length of the riprap '"'Browntop M~let 3 na~bu~e Plpe0u11ettoWe114elined °p`~^• •uor Sorghum-Sudan Ftybnda 3t ChaMlet 2, d+1.5 tunes fh~a ma~rynpn 120 Ibs/acre Q
retot rawipr ~ 3a II3E Ct#AN pG1SL„ 3 4- TO t Mi • -~q Or ~T 101 1110 ~ 11N1~ QI~r IM i1 tt~ txfOl~• N~ ` ; , . POR aNaIOR tlllpi iL1' r""'~~1 PLACED 2 1N6 1bP / malt rntat s f~oaeca~o Of t~ MACK OK A 2:t ~0't OR MT1ER t MN. AND • t'..1.4.. • ttw adw b ~ a uu ~ • ' ' : w~dut to oM:cnneis, rdlou~scrips of netts paralioi to the ~ If3 of ftowlsnd r the tet„ire mWch, 35 ibs/acre ••~d O ,30 ibs/acre 'r /i/ O~ •
G1nM fMK S~IOO~t IT T4 AN EVER ORAgE/ OOT ttA~D r MtAX, M ~ oo~N STOKE Ii biAO11MEH0ED. ~ ...r~•Y A , ~ dr?tndon V.u pirot • .M ' i' ~ 'r ~ t~ rr~ r~ ~r~ AAIi 4 M~fCN 1s~111t /MIIQ . ~ OMNf~ ll~ stores dleroeEer bu[ ~»t Ises
:r ~ ~ . • fl • 4' AMT !~'i Af ~ It •..t INMM IidalTilMd MtMI{0 ti1gR • ti' ~t ttAiG ~Ir 01~'M(ptiW OY1' + • NO't~ ~ t .t Slopes (3:1 to 2:1) a In a weN~defined channel ex-
OI~A1 Ir t~ . liEOAlEM1 'i, 'i.: aAdlDr ne~inp ih ~ ' ~ R 12a1K;h tretx;t~ ~~~~~e~~ Mar 1 Jun t Sericeo lea A , _ banks to an elevation p~ 8• pedeza (scorned) SO 50 Ibs/acre
ND lCAtit il•inGh , OvariAp .bin tNAptbpsnch abowthemeximumcWhwatar & d~ptl~ ortoMetopottlNbank, e n«~ny whkhewr ie less. (Mar t -Apr 15) Add Toll Fescue 120
and aveA>lpputy. a. a rner war~,t o~ rn~ r ase (Mar 1 -Jun 30) Or Add W~spi~g Lovegroes t 0 120 Ibs/acre ~ 10 ibs/acre
2. S~rn iryit+d the ruftom the topot tbetbraael u daub gWOq tldar0 ckgnda AllvtraMni.SoO~Ytookiyo0theioitaawkfytarairtitwttbout +?rnd~t~s-Ao 001 ftrNcb. ""ia°~~°''• Plan ~t0~ n Mar 1 -Jun 30 ~s~.~ww~ 1Mrfprapan0eoi11oundNion. ~ ) Or AdG Hulled Common Bermudagroaa 28 25 Ibs/acre
TOP ELEVATION OF 51ORMM?ATFJt tIPf111EAM E'pD 01 S1i011W ORAN 3•TorxurotMnrt,twryd»~loperndi0rtikitortrc+rcArolsasdttn61NWe1 Jun 1 -Sep 1 N+'fali Fescue and 120 120 ibs/acre
Qb t ~ dom. cover wiL~ rod. 0d t0mp ~inptyt 0t slw~ a .a " rte t~.111a S dM 0tt ~ ~ every 12 irxles~dtatopeadridtwery] tt~aukrhrrrd~wdt~ w~ 2 sinpr a aat as Mid si0e tbt ' sew ` '~+Browntop Millet 35 ~ ` 4 nor Sorghum-Sudar~ Mybrida 30 35 ibs/acre co 30 ibs/acre
r • ~i' s4x0?t eddet tMoald 6r • • ~ ovtAy~cd ~ iacl~ 0N0lifplld . Paeh: of ~A ~ tboeld t+iio M • ? wpbd down die aaw, a ] p. pr w1 alnclcM IAe rMlrrhlo r'~' o00~m Sap t -Mar 1 $sriceo Lespedezo (unhuNsd-unscaNfied) 70 7 0 to/acre H ~
EfQSTING SIAPE STEEP CUT OR itU, SLOPE ORAItM~ AREA MQR LENGlH (Ad~s~ ~ 1 f s, •p: • r~ ' ' ' l ?4 jolrt two ttript,e0t s tttn9t ~ radar Iha erd d dr uew aeL t~?wltp ON and Tolt Fsecue i zp 1°• (Nov 1 - Mar 1) Add Ab?uui Rye 2y 120 Ibs/acre
CLA98 ANA-TtAP FILTER ABRIC t 4.0 ~ e•o 2 t StoPE (MAX) ' ' ' P' ti e~of cb ' Ord! l6 arMawn ht ' ? t~ 1'trani6.Ut. WO NtAh O~+Y 0' tZinthnt' ttclortthe•~dwrrloL x) i~ttY ao'rtnM ~ ~e.u.~rpa a r~ow~.or 8e~tbo M 25 lbs/acre CrJ
~ as 4 10.0 0 12,0 i aF PLYiNOQp f t Flker mangy ConauR Conservation Engineer or Soil Conservation Service for E"+ L
I - ~ tn+paioti oit~al ~ ~lMO N01E: ALL PAR'dALt,Y OOMPlE1E0 STORM ORAN~S 3 4" EXIGIOR odditione~ i~fo?mation co~eeming other oltemotives for vogetotion of d~nud~d arose. The oboes wg~tation rotas on those which do well und local «~nnditions; other swding rote combinct(ons are possibN. )n of o
EXi31N10 SLOPES S~UY,t. 8E PROTECTED AT 11E ~ OF Y~000 EACH DAY M A~OOORQANCE 1M'TN i'FR",SE DETAM.8. STEiiI. FENCE o well under ~ LO ~
HDOHT ~ wIOTH aE sY EXISIN+4 t~POVRAPHr Mo slDOIwgNT STORAGE ~6auiRaDr POST ~Tw.j
v IaEtr ~ ~ awro ~ a~w FOR BTA~J2AAON• UPSLAPE T4E P06iYtVE GLADE t.OZ MI UPSTREAM E?ib OF O~i1,gM • ceuea recn r c o s uc on con erencE ~Temporory - Reaaed according to optimum smoson for desired pennon iference with the Environmental Engineer, (Daniel Rowe at 856-7459). Obtain a a~~• ~ roc olbw tem~.o,Y ~,e~ to grow ~z• n.r~c ~ mowing, otherwise fescue may be shaded out. 'ed permonent1
Q• t' ~ N'.r~ ' ~ ~.oz MAx. , - an - is ur ~n erm~ . hoight before z • Emq t~
• ~ I~ RAP RW SIDE SLa~s ns a rave cons ruc ion a err ? . , aAMit,Ell , ~d, temporary diversions, silt fence, sediment basins or other measures as shown on Z
Y. ~,~.~•;wrw,•,a'','.w 2 : t (MAX.) . ti. ~ ryrf ' ~ e a rove an, ear on as n c } e essa " ~ . ~ as a ac cessary to install these devices. Prepare a seedbed, fertilize, lime, seed, mulch and
p7 NtASIIm STONE ~ ` ~ ? , ~ ~ ~ ~ ~ ~ ~ ~ • ~ ~ WASt~D sroNE . , S ; em ora ~vers~ons erms c ~ ~ ~ ~ ~ ~ ACIl00S PIPE , ? P . ' ~ , ~T . . a or an Onsl a ins ec ion arms and basins immediately after construction. SLOPE STABILIZATION REQUIRE by the Environmental Engineer to obtain a Certificate of Compliance. 3:1 AND FLATTER - GRASS UIREMENTS
STEEP an a . e in c earn an ru ~n , a~n c a,T oR ~u. s~.o~E Maintain devices as needed. All devices shall be maintained at least once a week 2; 1 TO 3:1 - SHRUBS & site.
an a er eve rain. ou ra a s~ e. NARDwAi11t ao & VINES
ns a ' . s orm ra~na a an ro ec u u u measures as s own protect inlets with block and gravel inlet controls, sediment traps or other approved 1.5:1 TO 2:1 - R!P-RAP
an a an. a cn coy e ow. Agin construction, building, etc. Sediment basins are to remain until number 8., STEEPER THAN 1.5:1 -RETAINING W Brought up to finish grade with vegetation, paving, ditch linings, etc. Prepare a IG WALL C\2 CQ
. a ~ ~ze~ s~ a as areas are rou
see e , e ~ Sze erne see mu c an ? ~ > a. and asphalt tack all denuded areas within fifteen (15) days of completion of any
~ ase o cons ruc con or s o a e o wor . . >f work on any phase of construction.
euT ~1a6NT 101~[P ~ 1. PUT !fit iL11C! S~owcNT oN ~o ERIE oo~ . en cons ruc ion ~s tom e e an ~ ~t oR TIC Pwo~rECnar uP ~ ~o ENSUAE ooN~ a ~ u~ED, n sneer. to and all areas are stabilized completely, call for an inspection by the Environmental
1• ~1 ~ r rM r . ~ .k M . 1 ' ~r~y~~ , t~' r . r rrt~r~•~ . . F OONS1MgICT10N ON TK SNTES ARE SllGI 1lIAt . s~ a is a rove remove ern or~ ~W Muo Is ~ eY ~ vE~wat TKAVlL- • ' SEEOBm PREPARATION temporary diversions, silt fence, sediment basins. etc., and seed out or stabilize any
D ~ r,.w•~61~ 2 -S' STONK ~ K USfA~.• ' 26' OR rIIO1II MIO OILER TIE EXIS1Mtti , . • ,,r xA10R ~ d! MNJIOAD~ VyE~ii1C~1E5 MAST I~Ir OhER ~ ST~ THEN .I1G ~IIfi.V K 1r1i '~i. ~ 1,' l~ ~ 1/• N' . , resu ~n are areas. rema~n~n ermane ~~~rlay~~ES MUST r~ wA911E0 BffORE anawo 'wR •4. , r• , ~ • , • • w ermanent erosion control devices. such as velocity dissipators~ should now be
ROADlMG1Y . :'~~r•" •,,f ~~t••vl r~ t , il~ IS t.,.~.ra:~.. •'~,r,~r>?~.~r r ,•~•/b OIIEATER• •,'r,r,1M1r"'1"~r .`-•~~,1,~•.,~,,)•,~'=~?y,,1.. 3? IF A PR4JF;C? C N• r l r•~ M ,~MMr All , . ~ . , , . , n s a e . ~ A PROJECT CONTMlUES TO PULL MUD Alq OEEEil3 AOADIMAY ' : :C~IIN • 1S' • 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 I s established, cell for a final site inspection by the Environmental Engineer. Obtain a DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAIIABLE.
: ~ YY•i N111~ ~ M ~ ~ tRAt ~ Ii ~~~Y~ M Tn 1lIE PIK y ,N ,n Purim RoA,o, . , , . ~ . , e e a ion as ecome es a IR1. CWN 11fE ARLrII AND NVOtCE 11fE .'r . , ; " : -fA~iIC MAY ~ 11001 {~t~ 1F~ • flllAtdlSiW.Y ,t , . r ,,t;.», SigNE PERSON As INDICATED oN ~+lar way Aa? nrA< ~ ~ TNd a e o om a ion. 'OIL 3 INCHES OLABLE.
IElPONSMtlTr 11~~~ ~l~v lwM~ ..a •i.t w+' N 'ti: . ` '.:.%i ~ , /I yyl~11~/N1wu l~~~u~1~ Iii~V1~.71~I1 } ~Nf"1. .:r ..~.L. t~• • , r i=,;~f' \~~R{i~l}I\W11V1~ fi/~1lN~~Yi. • ~1 '.i :A.• wI' •L: ~~w ~ h .•f'. A Y . 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
• ~ nv~ronmen a n sneers Office # 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTR 919-856-5599 LEAVING SURFACE REASONABLY SMOOTH ANO UNIFOR 919-856-7459 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERP 919-856-7549 UNIFORMLY AND MIX WITH SOIL (SEE BELOW#).
• , ar es ~ ~ s OBSTRUCTIONS UNIFORM.
an~e owe ave arne SUPERPHOSPHATE
~ ~ ~ aa' MIN. tS' Mw. E~aS'tItKI ROADNAr IS' Mpf. NEW dOti3~TRUCiION • ~ a ie r e e ne 919-856-7413
E)OSTSIO ROADWAY M ' ' en o nson a1rS 919-856-5706 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED. FIRM FIRM
~ "1 Mr ' Yr i.•:1~./'•''••q'•: • ~1 :1• •li 1~<•r. l••. ~ ,V ? r, d MN :.rte. r., ~ ..r • rt i~• r' ~ e ou in . N „r v r'~ } 6 MIDI. 919-856-7548 REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER 4 TO 61NCHES DEEP.
' T1p8 QIIRANCE APPLIES ONLY 10 EN11lAlICE'S
IAN e!\Y1.A~M OF ~IV~UAL SINOI.E FAM~Y RE91Dpd11Ai, UtNTS. SEED uGHTI v wiTU cccniur_ C(11 IID\ICA1T no a T~c~n COVER 11 11 TICAr+It ACTCO C-ccmime%
w~11rn..r. .-.I . ,~GLUIIYV.
7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MU 50'R/W 8•) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSI STAND SHOULD BE OVER 60~ DAMAGED, REESTABLISH IOR MULCH. ~
z n r~~
CONSTRUCTION ENTRANt~ 7 RESIDENTIAL CONSTRUCTION ENTRANCE 8 :SSARYREPAIRS OR '4
TYPICAL OUTFACE CHANNEL POSSIBLE. IF 0
C/L ORIGINAL LIME, FERTILIZER AND SEEDING RATES. iTABLiSH FOLLOWING Is,
o'
RIGHT OF WAY ~ 9.) CONSULT CONVERSATION INSPECTOR ON MAIMENANCE END CURB do GUTTER AND FERTILIZATION AFTER PERMANENT COVER IS ESTA ~ APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRE ~ ACRE IN CLAY SOILS) 'ENANCETREATMENT V1
~ 6• G~ z IS ESTABLISHED. /ACRES (3 TONS/ O Z
PAVEMENT s• any„ 10' PVMNT 6' 8' S, Z
O ' n 0R 9' PVMNT HOULDE Enq
~ ~ 5 4~l ~ 'fib R ,.02 -.OP 08 10'X?0~ SIGHS ~'S 10'X7p~ SIGHT FERTILIZER - 1,000 Ibs. /ACRE -10-10-10
R/W TRIANGLE 30' MIN TRIgN~~E SUPERPHOSPHATE- 500 Ibs> /ACRE -20% ANALYSIS RAW MULCH -2 TONS /ACRE -SMALL GRAIN STRAW JVALYSIS ~
~ J `~O~ ANOTHER -ASPHALT EMULSION ~ 300 GALS./ ACRE 'ACRE i
TYPICAL STREET SECTION EDGE EDGE ~F PAVEMENT v EDGE ~F PAVEMENT F~1
2' BOTTOM WIDTH DITCH TO BE GRASSED WITH C350 LINER 's 8"ABC & 2" SF9.SA ~ ° E 5' U 0 o
EII~ ?F pAV M NT EXISTING ROAD F11(:F n~ PDVCLACAIT
a ~
~ SLOPE AS SPECIFIED ON PLAN R 35' 6' S' 4' SHOULDER SECTION ms's R/W R/W
w~
8,0' C L A V)
DRIVEWAY TURNOUT GRADES
SL[7PE AS REQUIRED TYPICAL READ CCJNNECTI~N a a
aM ABC SL[7 WE~~ ACCESS DETAIL PER F~, ~ x
1 ( .1 Level Spreader Constructio ction
SECTION A-A ~a1 Specifications
F
CUL-DE-SAC R/W TOP OF BERM 5' MIN 1. Level spreaders are to be installed following installation of tion of rip rap E=4 ~
energy dissipators and scour holes. 2. Construct grip-rap forebay insuring that the level spread w w
TOP ELEVATION OF STORM WATER-~ 1' FREEBOARD MIN place in undisturbed ground with the weir being along a flat spreader weir is A W
0 om ~ o FOOD STORAGE ZONE a flat grade. ~ siding a weir length
'ONE MAX 2:1 SLOPE 3. Install continuous 6" concrete wall with footing providing TARP per the specifications.
~CIf~O ~ ~ ~ 3' SEDIMENT STDRAGE ZONE 3' MIN 4. 4i9 depressed area upstream of the weir per specification area is 10' wide at the beginning and decrease to 3' in widt 4''PVC length of the level spreader. ications. Depressed A
T g ~ = b 8LOPE AS It~{fICATEO ON PLANS ~,~c~~ in width along the A
oa~°a~=z 1.5' M X SEDIMENT DEPTH 5. Install 3 foot wide strip of filter fabric and 3" layer of #5
` =v,ao ~ v ¢ c ~ CUSTOM BASIN REMOVAL SEQUENCE: the downslope side of the concrete weir. of #57 stone along ~
I ~ o o ~ ~ 1. Schedule a site meeting with MA 8' MIN 6. Immediately seed and mulch all disturbed area.
i D _ ~ _ _ _ _ x, o ~ , oc the Environmental X LEVEL OF SEDIMENT COLLECTED REVISIONS:
1 1.. 3o.~f~CONC. v '\~s N ~ J ii if y i ! r ~ PfiPE NI-BARS z a ~ Engineer/Consultant to determine if CLEAN BASIN WHEN THIS LEVEL IS REACHED) 6' PVC RI . o ~ the basins can be removed yet. WITH 1/4' HO Install silt fencing or other TARP EXTENDS TO TDE 'VC RISER #5 WASHED ~F BACK SLOPE
~4' HOLES STONE FILTER 01-05-07
____L i ~ i 1 3\ temporary erosion control measures 'Y W
PLAN g ~i2 as needed prior to removal of O Y W W RIP-RAP FOREBAY iE
e F+r--r. A FOOTING 1 Custom Basins. W ~Y yW/ 13" 030 STONE W W
,r (IF CaN3T. JOINT IS USED) DOWEL W 2. Remove Custom Basin(s) and TOP DF DAM W W 'Y W W W W
~ v ~ z c - ~ w - ~ ~ ENO._ ELEVATION BAR- "X" J N associated temporary diversion ~ W ~Y W W v SCALE:
o z w ditches. Fine grade area in 18' MIN u. F.t ~ x preparation for seeding. TARP PROTECTION MIN ~ y srne~uzEo m AS SHOWN
~ N y `l' 3. Perform seedbed preparation, \DITCH AND BURY Q W W ~0f'~ W L .Y TARP EDGE W W
C C m S = i OOM~Li IN EMOMIILI. fiTN IIEINFORCED CONCRETE Pi~E W m ~ ,r i i PIPE ~ 8INOlE PIPE pOUBLE PIPE H ~ a seed. mulch and asphalt tack any MIN 10' WEIR LEN ae° a ~ V resulting bare areas. (MIN 12') p W W W W DRAWN BY
,p P' ^-I ; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ( `LOC.j DIA. ~ 15" ~ 18" 21" . 30p ; 38 42 . ~ 5n 18„ .Q4;; 30"' 3B" . _ ~2 , 48 :R LENGTH ~ 1 ~Y J SPH
m D ~ ! I I ''~I I ' /ir J I i BARS "XnMX« rxu »X,,nxn:nXx~ Y~ ~.nxn~ Y, Xn~Mxn nx~ nxn,, nxe nX„ Y, NX„i YR Y, a ~ 4. Install velocity dissipators and/or ~ w level spreaders as required on the ~ 8 ~~l 4' LEVEL CONCRETE *EIR
N ~ ~ .b~' i ~ I ~ I is .._r' } DN. ~ 2 2 3_..3 4.....4 ~ 5 ? i 2 3 3 4-~ 4- 5--~ { _ . _ i_ - .1 2 1 2 / ...2... .2 , 2 Z.. 2 . 3 I 2 ~ r ~ _ _ M 4N. _ ~ j 2 a ~ ~ ~ Erosion Control Plan. NOTES r~TG,~ °~t" i~NCCONin ~--s~ wwE s ~ AND 1/4' HOLES. ECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING TO a+ A ca+cREIE Foon?a DATE: -AT LENCrn sPeanEu
~ry ~ r i DOWEL G DN. j 2 2 3 3 4 4' S 1 2~ 2 3 3 4 4 5~ ~ s.i. , f'_ ~ _ _ __y TOTAL CBS. 8 9 14 1/ 18 55 85 12 ~ 12 18 18 23 77 92 0 3 5. When site is fully stabilized, call 1. DRAWDOWN RISER SHALL BE 6' SCH 40 PVC WITH CLEAN BUT CAP AND "0-3' VADE STRIP OF FILTER
A OPTIONAL CONSTRUCTION JOINT sz ~ = J ~ Environmental Engineer/Consultant 2. THE TARP USED TD PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIE y W m for approval of removing remaining SUPPLY. IF MULTIPLE TARPS ARE USED THEN TARPS SHALL BE OVERLAPPE = W ~ ~ temporary erosion control measures DOWNSTREAM TARP, THE TARP SHALL BE 50 MIL HEAVY DUTY SILVER TAR H F- ~ ~ and advice on when site can be FABRIC Mp 3" DYER OF 09-15-06 /37 STONE
~ ~ ~ Z ~ 021l.113ION3 ANO CONCIIETE g1ANTIT2E8 2LAPPED AT LEAST 12 INCHES. UPSTREAM TARP SHALL OVERLAP BUFFER PROJECT NO.
y ~i7 ELEVATION USING CONCRETE PIPE... _ i _ .j R TARPAULINS FOR SUN RESISTANCE.
~ ~ issued a Certificate of Completion. istin oowa~R w~u r ~ro~ ~r w nia wort aN ~oot~?~a J- 540
m ~ O _ ~ _.H_:;~ aW~MON ~OIMENBIONT_ s•:~~ $L~•fE .M....~-_:-IIP~9_-, ~ ~ z v ~ ru~aa~
{ 1~.. ,.-S. t r. 254" u".. 5•-G•, 0.7 it-lrr T-8A' 1.0 . 2 ,r 140 61• 18" 3r-7" V-10"; 3r-2r,i •1 W O a r LOW awm
a0 1.0 aI- 7n 8- t N rn t 1.3 tr 4r- rr , 1l1 ? .r ; I! 11 r N r.. ..t„ 24 2 2.14.0, 3 10 8.0 1.63.5 11.5 2.0 V SHEET
00 30 5.0 2-6 4P-711 414 111 9.2 2.3 4-3 13• . S 3.1 CUS I I Im
365f* 2.8 6 -8 444 P) 11 11 .0 3.4 16 •Q i 6.0 4,5 ~ 1 n~ N~ 11 N 1 10tr 18I.-...6N 8.0 42n 6.2N S!-1 ; 6t.4 ; Sit 11 If121.8 4.5 BAS SIf~ DET~I~
5 " 48" 6r-9" 31.3" 7,-2° 11 11 n 14'• " 6r-6rr 11. N 5 4 8.0 Z 0 8.0 1 OF 3
*SEE SHEET 3 SHEET 1 OF 3 I~
838.01
LEVEL SPREADER DETA =TAIL OF