20030143 Ver 1_MAPS_20030211

~~a~d aQa~ aQ6~e~oc~~©
Signage a architecture ge as-~ planning
interior design
Fill With 3000# Concrete
Finished Grade 6" I.D. Standard Steel Pipe; RESERVED po box 17949
e ~ Primed and Painted Yellow Dimensioned Edg ~ FOR 'u' shaped gale. steal post led gale. steal post raleigh, nc 27819
in ~ ALTERNATE
Finish Grade FUEL 1" sown at top----.._ ~attop 3105 glenwood ave
1" I-2 VEHICLE suite 100
Paving and ABC 2" H Bender , 4" DIA. X 0.188" ~alvanizE X 0.188" alvanized ~ raleigh, nc 27812 8
~ vrw r..~ : : As Indicated on Plan ateei p. sled with cona~ . ~j . • . 0... . r Paint 4 pipe blue with - ~e filled with conaete z ~ - 33.1994 'pipe blue with II - ~ 919 8
Q~ • . • ; q: • a'• ' • ~ : Q:•; d'. ' ' Q:'; a•' " t t0 84 above finish grade two coats exterior enamel o~ ~ o • o~ o•. o o . 6 ABC Stone Base 3000i~ Concre e p....0.: a p 0; a:. 0 a 0 when pedestrian walk >sexteriorenamel ~ 'v ~ fax AtA•832.2993 I~ ~ -
.p.: ~ .Q.• : d•••.. .Q.• :•o~.•, • :0: Q• • : 4.: • ;p. 4 top of stone base passes by a under sign; • .0. • • .0. • • . 6 J' " ve finish tads . 6 .p. .p. o 12 Com acted Earth 80 abo g M O II t0 ,,,11j1111 1111
n 8t t0 I I
~1PA P when pedestrian walk 1 "sown at to ~ , . , does nat pass by or • Q' ; 0
Om Ct u tads under sign; See Section 3.4, J. fume 1-C, N.C. 12' dia. X 3,000psi Pi Bollard aete tooUn X 3,000psi ? 7 e footing M
DETAIL ~ g p p ~ 6 Stata Building Code, etic Pavin l2 /6 Athl datedS t.,z,ees 3 4
AIL 1 ep , DET Not To sate W 8 . DETAIL ~ : :a~..'.Q ¢ :c::... Q. . - s . o. . Not to Stele ,1111111, %
o Soele" t 1/~ 1 1111111 1 1/,,~•., vP~~.
A~~ 0~ A ,,,ll J. R 1111
. ;:,tit!,,!, !~~:~;~t-~,~><a.:~::~ , e ~ 0`- ~,PE Y ~i~ 1j11111I 111111111 ti
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<i:li`(i~li.l i:.t i~t!..i: t!:4 :'S!.< l.:l t!:t l C•39 < _
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. ~ Cy P
"i~:,:"y:? ~':2•:~.?%~'~r?+" err l,,l 5 11,,1 111 11
7.-.. ,s;-~.~< :-~,~'~<.:~~<:: ~ Alternate Fuel Vehicle P~ . ehicle Parkin Si na a
• DETAIL 9 9 g Landsca a Architect: P
~ ~ ~ Not to sale 'Z~{:~ . 16.5' 32' 16.5' McNeely Associates, pa 5501 McNeely Drive
A . ~ . ~m . . • . e~ . Raleigh, NC 27612
. ~_{~•::.~.1: '1:. ~.~~~..:~.~....~.'.~.~.,~.,'..._:..r:.~~...,.:,..'-~.:,.~.',:. ;,.~.~.::~'1~._~.~..~L::.~~ 3 Ph: 9191782-9677
- • BackboardAssembl . 1... ~ 1 ' , . .I.. ' , , .l ' . ; ' Fax: [phone] I: I r r:~. I , : I ..L I .I
wig .ti • .
• ~5 Dark Colored p ~ ~ ~ • • ` • Backboard Brace , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , I , , , , , , , , , , , , , i , , , , , , , r , , , , , , , , , r , , , , , , , , , , r r r~i , , , , , , ,
Concrete a • ''~nr ~ . Mechanical&Electrical: Wooten Company
' Heav Du . ~ " y h'„ , 120 N. Boylan Avenue
. ~tb Breakaway •112' O.D. Schedule 40 Raleigh, N.C.27603
L~~~ ~ S tin Flex alv. Steel Fti Post G~ p 9 G pe der God ePosl Phone:[phone]
®MAPA
16'-0"
„
" 48" Unless Noted 6' - 0" 6-0
tiQ „
12H:1V Max,Slope on Ramp 12:1 Max. Slope on Flared Sides • Nylon i
- - Nei i
" L i Gutter Line 112 Max. lJp , Bevel ~ 2:1 Face of Curb g, 5 i
Ea.~r1Qe~ i c 112" 112" Thick Premoulded ,
Ex Ex ansion Joint Filler , , , , , , , , , , , , , , ,
Concrete Curb l Fu I FulDepthofConcrete
6'-0" Minimum & Gutter;See Plan I ~ S 4 Mln asSpeafied.~Typ.) 'y '4"AthlticPavin 8 12 6 e
4" Thick 4,000 psi Concrete 4' to End Line I Finish L603
6" maximum l . Slope To Dr. Slope To Drain Grade , , , , , , , , , , , , , , , , , , , , „ x,12=0 TYP., , , , , . , , . ~

U11 / I , , , , I , ` ` I , , , \ , I / I
©AMPA ~ N " ' .1 • //N'///N'/ 112 Max, Up ,Bevel 2 / / / / / / / / / / / / / /`/\,\/`I\, I\/`,\/`I
r " INE.T , , , ,,RED L , , , . , . , ,
M ~4:
t , CiOmpl Compacted , , , , , , , , , , , , , , , , , , ,
rb Ram Q Curb & Gutter E~ Cu DETAIL 7 ~ Earth , , ,a , , , , , , , , , , , , , , , , , , , 5
Not To Sale ~ ` ` ' . , t . ' Goal d Backboard L8o3 , ' , , ' ' , , , , , ' ,
3000 Concrete Footing ~ ~ , .
9 2 Bollards , , , , , , ,t---4 TYP. , , , , ; , , ,
L603
2' Dia. pia. A
x dimensions and To Opening to match Neenah R-4217 Basket Grate Bo P .
Build structure to match other drainage structures on protect Athletic Pavin 1 1 : o - ; ; • - ' ~ ~ , . , . 5' onc. L101 ~ I . ~ : . , Sidewalk
4' dee Minimum Bioretention Soil Mix as Specified;
P Basketball Post Goal DETAIL See Planting Plan for surface area at each basin. 5 st Goal & Net
Sale:1~2"¦1'-0" See Spedflcetlone 12'•0"
Nonwoven geotextile fabric as specified
fi' R Outside
10' Minimum
Sand Filter as Specified; See Grad - See Grading Plan far Spillway Width 2"wide o2-SP-129
Located under Planting: Soil Mix 13" dee ALL LINES ARE 2 WIDE. APPROVED TOWN OF GARY ~ p COLOR SHALL BE WHITE
See Plantin Plan for Extent 9 ° UNLESS OTH ERWISE NOTED Approved by Date: ~ Planning; Date:
ffi Engineenng Date:
To of Dam See Grading Plan) _ _ _ _ _ _ _ _ _ p ( ~ ~ - ~ ~ 2' wide, girls
c 12 wide free throw 3 8"deep line, t2' f3E0_~SfE® F®fR C®I~ST(B~DCTV®N
3 ~ ~ 3 q from
- ao 1 1 ~ backboard All Construction moat be In
Emer ency Spillway (See Grading Plan) ~ ' r ~ accordance with the Current Town of
g C Standard S ificatloru ary pet
Biorention Soil Mix pMApA and Detal~
~ radin Plan Rlm Elevation of Outlet Structure (See G g ) / - - - - - - - - Ick Concrete See o` as Specified. 2"ones n / ENLARGED PLAN @ LANE o 0 o .1 ~0~ ~QQpC~~Ii~C~~ 'eta Seep o lar, 24 Sand Ftlter SPACE MARKINGS
- - om acted art ca _ _ _ _ _ P below 24" above; and 48" e >ve; and 48"each side ~fi No Scale ~ Q Q
- asS clad Pe NOTE: All basketball courts shall meet or exceed the latest standards
•eocinione MM ~ C e Ftf h ool A w of the Nstlond Fedentlon of Stet t7 Sch
7 II ~ Nom. 30 X 5 5
DETAIL ' 3-5 Paved Pla with
.ti . 2 o cAI.E: ~„•~o' Waf~C~ C~O~Ja4~7 G~NJDd~C~ S 4 Bas etball oals
~c~aooc~ ~~~~r~a
6" Concrete Base
Invert Elevation; 2100 Morrisville Parkway
~ . ~ , ~ . ;.p• . . ; r. - See Grading Plan RCP Outlet Pi a See Gradin Plan for Size, Location and Length) Morrisville, NC 27450
II jj., I I
•'~v' ••'_V'~M1~• •,'/ft"J irJ ~in.f~d•r~L~Y •6.~/4~"'LL~J~ii,i.~:. T ' " PP' ~ ARCHITECT'S PROJECT NO. 020880.00 6C
Compacted arth ° o o ~ 0 ~ [j~j 0
i
m acted arth D°
x~
DETAIL_.(
6" Corrugated Plastic Perforated Drain Pipe with Filter Fabric Sleeve in Sand Filter
See Grading Plan for location and extent
0
' n B sin Section Bioretentio a DETAIL
9 1/211= 3 January 2003 CAREL

~~1Qdd aQaC~ ®P6~B4oc~4a
40"
3" Silt Fence Fabric Edge Of Road Pavin 35' Min. 15' Min. New architecture Installed To Second or property Line Construction planning
8' Maximum Wire From Top Steel Post interior design
a 6" Min. Stone Depth 12" Min. Stone Depth
" ~ Area M Tre Protection e Woven Wire Fabric o box t 7949 CS~MPA p
EI v lion Frame and Grate shall be ~ - RIM e a simlli ore alto °ro PrOtUe sleigh, nc 27819
See Plan ~ ~ Neenah # R-1878 AGG ~ r Minimum Silt Fence Fabric , Note: Minimum width of construction entry shall be 25 3105 glenwood ave
0 0 n e Minimum Concrete wash Nom. 24"x24 ) 12 Ga. " or width of street whichever is rester, S e I n Intermediate o 9 spa s for suite 100
at frame ystem Al •A8= # R-4808-A " 10 Ga. wires ~ location, actual width, and configuration. slelgn, nc 27812 tl Fill Slope
Flnished Grade a Line Wires a 919-833.1994
Sign Detail ' Stone shall be NCDOT Class "A" coarse aggregate iv ~ fax [phone]
Weatherproof sign as shown above; See notes ~ The entrance shall be maintained to revent trackin or flowin of sediment off-site or onto p 9 9
111111 public Rights of Way. This will require periodic top dressing with additional stone, repair 1111 rade N Grade and/or cleanout of se invent. ,III D '
If necessar , to ma below for construction and spacing data. FCast Iron ste at Y P y " ~ corbel at 30 from vertical M d o Q
16 on center Posts to be 1.33 IbILF steel Oran e, UV-Resistant, pical; See ~ Hi h- ensile Strength, N o 6 Min. Cover When necessary, wheels shall be cleaned to remove sediment prior to exit from the site or = 2 ;
pedfications Po y Barricade Over Skirt entrance onto public Rights of Way. Washing shall be done on an area stabilized with
5' - 0" olc Max. Fabric crushed stone which drains into an approved sediment controllin structure. Use sand ba s, ~ ~ i 9 9 . R
K--~, _ Sign ~ Anchor Skirt As gravel, boards or other approved methods to prevent sediment from entering any storm drain, ~ o
Dowse. ~ ditch, or watercourse. 11111~~~1~ , Required 1~~111 9 ~P~,, ~ ,o C Aq Y 0
o~ ~ pP 111 All sediment spilled, dropped, washed or tracked onto publtc Rlphta of Way must Q wE r ,11111
16" reater than Pi a O.D. Solid concrete unit c c ~ nun masonry a solid be removed lmmedlateyt ; o ti ; ......1
common brick as ~ For Re air Of Silt s Fence Faiures Use o 4
epecitied. Use 8•S masonr ~ x C~9 < ~ No. 57 Washed Stone. n ~W ~ a
•Outlet Pi reinforc n eve Pe 9 ry ~ c Tem orar Construction En r DETAIL t Y r Y .z For Anchor When SIIt 1 ; ~ sr ~ ~ ;
Concrete third brick course. •Subgrade ~ 1=~ll.lLlE~f Fence Is Protecting Not To Scsl• F a~ ~~c Catch Basin. ~y ~
wash insi - , . ©nu,PA ~ylEl~ ASSOCZ
Invert elevation ~ Inetell trse rotecdon fence n e riot to cellin for the lnitiel P b+~P 9 ''~~ll 111111
See Plan Concrete wash to on•efte Inepectlon by the Town of C•ry tnepectone Depertment Existing Grade Landsca a Architect;
outlet " • Tem ore Silt Fence DETAIL p rY . 1? ,Fence Com cted s ils from dit h McNeely Associates, pa Town of Cary Std. No. 4.01 Pa po c
" NOTES; 5 5501 McNeely Drive ONLY WHEN DRAINAGE AREA 24 n
'T r- - :T . ~ 8 thick concrete slab with - blaming signs to be made of durable, weatherproof material. Not to Scde NOTE: USE SILT FENCE ONLY WHEN D~. - 4" X 4", W2,0 X W2.0 • Letters are to be 3"high minimum, dearly legible and DOES NOT EXCEED 114 ACRE AI ED 114 ACRE AND NEVER IN Raletgh, NC 27612
qnp~~ 8" typ, Welded Wire Fabric spaced as detailed. AREAS OF CONCENTRATED FL( ENTRATED FLOW. Flow Ph: 919!782-9677
• bgrade ~ • Signs are to be placed no greater than 200' on•center. • Place sign at each end of Unear tree protection areas and 200 " f---" Fax: [phone] min. _ , r.t.
on-center thereafter,
DETAIL Drain Inlet - For tree protection areas less than 200' in perimeter, provide no loss than one sign per protection area. Mechanical & Electrical:
1 o Trench Not To c.le Note: Storm Drainage castings Shall be • Attach signs secure) to fence posts and fabric. U Cream end Su rade Wooten Company o storm drain ~
slam lid "Oralns to River" er Town of Ca • Maintain tree pro on fence throu hout duration of prgect, p p rY • Additlonal t;i ns ma be r uired b own of Cary Inspections viii 120 N. Boylan Avenue 6 ical Raleigh, N.C.27603
Standards y ~ y Department aced on actual field conditions. Phone: [phone]
Overflow Tem ors Diversion Ditch
DETAIL P rY 2
• . ~ 113 Pipe diameter Not to scsl• Thls Detail shall conform to North Csrollns Std t 8.20
Tree Protection Fence DETAIL . ' ~ ' • ~ . ' ~ Galvanized 1 J2" X 112" Hardware cloth
8 . ~ ~ ~ . ~ ~ around all four sides of Box o rain . pe 9
Not To Scale
NCDOT X57 crushed stone blanket 8"thick RIM Elevation, Nominal 30" Finish grade behind curb. L _ _ _ J -J
See Plan - see Plen. NCDOT Class 1 RI Ra 4 metal posts at corners of inlet box;
" 1.5' Min. 5 ft. Min. ~ p e Bury bottom of plywood 3/4" Exterior plywood minimum 24" in ground
Concrete wash at frame Curb INet Frame, Grate and
Curb Box shall be eimiliar ar ALTERN ALTERNATE'A' Top of Storm Inlet Box Opening
rir'•N'•N~;;N •N egwl t0 Neenah R•3248-A - - - - - - - - - - - - - - - - - - Silt lence post
. ti.. ti +.4 r,~ r. 1800 CF/acre 2 5 ft. Cw: N,{N;~Ng I Max Upstream ei -Upstream end -
30, sediment storage 2• of storm dra of storm drain NCDOT #57 Washed stone around o0
E-Cast Iron steps at If r?ecesse ,top may all four sides and 12" minimum c
18" on center corbel at from vertical peal; See above top of inlet box Overflow
pedfic,•atione Approved filter fabric Cross-section .
under rip•rap • • ~ ~ 113 Pi diameter Pe ,
21"min. Overfill 6"for . ~ . ~ W 1 fit r `0` „ • . , ashed s one I e Min. 12
Weir length I m nt sett e e 10 Minimum, • across pipe inlet ~0:
t8" reater than Pi a O.D. a~ Sdid concrete unit Design 0... y.
mi • masonry or said Settled Top see p an ~ common bride as ~ ~ ~ ~ p. 0. ~ 0: ~ .
spedf ied. Use 8-S - - , ; ~ ~ ~ ~ ~ Hardware clo masonry reinfordng 1 Min. ~ „ „ - Hardware cloth " Hardware cloth
s:"x Outlet Pi every third bride pe ~ •.a: Freeboard Washed ston u I I _ Washed stone filter
course, ~ '.'•'a~• ~ • . • • ~ 2:1 side sl max. across ii ' Canaete Filter ~ :o.~Q~. ..:o.... ope Pipe aaoss pipe inlet 1
wash inside ~ ' ~'•4: ~:...0.': ' r'•¢: 0' Fabric ~•.•~}•o. . N 1:1 side slope max. Natural Ground ALTEANATi ri I
~:.•n... Invert elevation, G. ; : ' . ALTERNATE B ©Mnpa
See Plan Concrete wash to outlet Qr'~MAPA
IvCDOT= Nortn Carolina DETAIL Tem a Tem ors Storm Pi a Protection DETAIL Tem orar Yard Inlet Protection p Y
. De rtment of Tran rtation, 3' min. ' ~ ~ ~ 6 • ' ~ 4 ~ E- t3 thick concrete slab with "Standard S ecificatlons for Not To Stele To be Inetel i r r r r •i r• _ r s... r r.' be Inat I u of I sndet the end of wch ds or ust 3 To d ed d ring Inetelledon p pe y J ee Ing ary stan ar r utrements
a" x a', wz.o x wz.o p riot ~ reds Welded Wire Fabric Roads and Structures", dated P Prfa ~ e~yhY ThlB detail to conform to NC EHNR Std. #16.52
su / January 1,1990.
Weir elevation Place on all un sued area Drain Inlets
TA L Curb Inlet DE I
11 Ri -Ra Filter Basin DETAIL Note: orm relnage castings Shall be Not To Stele " " 9
stamped Drains to River per Town of Cary Not To Scale Thle Detail shell coMomt to North Cerollne Std. t 8.60 " 112 DIA. Threaded Rod Rod Ballast Ring Fabricated ~
Standards Through End of Drain in From Sch. 40 PVC ~ ` \ ~ as Watertight Floatation Ring; ~ 02•SP-120
Tubin and Suspended from attest Ring 10" Diameter r ~ APPROVED TOWN OF CARY
with Metal Straps r ~ Approved by Date;
~ Planning: Date;
Two 6" Dia. Poles set as Guiding track for at as ~ ` ~ ~ Engineering Date: 15"MIN. I I ` . ~
Skimrrter Line r I I ` ~ r `
I ~ ~ ~ ~ R~~~SE® F®R C®~STP~~CT~®N
Box dimensions and Top Opening to match Neenah R-4217 Basket Grate r I I ~ iv Tee ~ ~ l t2" Minimum ` ~ ` All Construction must be In
it ur to match other drarna structures on r 'ect 3" PVC Drain Line. Bu d struct a ge p of " L I ` ~ ~ accordance with the Currant Town of
2"X4" CrUSS Brace Set r ~ I C Standard S fflcetlone
10' Minimum undo NDrain line 3 I I ~ ~ r end DeWle I I - _
8" Concrete Base Q 12 above bottom See Grading Plan for Spillway Width of basin ~ - - - C~O~ C~QQp~~4C~a
I I See Plans for Le th - - - (M~ MM a ~ ~VJ
Washer and two nuts on 1 - ~~~IJUIJ~UV~Q~ l!
Top of Dam (See Sheet L201) _ ~ _ _ + _ _ ~ ~ each side counter turn " 3 , ~ ~ ~ 9 nuts against each 36" I I 2:1 21 ~~WOOL~
18 1( ~ ~ ' ~ ~ ~ 1 other to set in place. I I ~ ~ v
Emergency Spillway (See Sheet L201) 12" . _ _ Top View I I , '
Rim Elevation of Outlet Stru ure (Sse Sheet L201) _ _ _ _ _ _ ampected Top of Dam I I ' '
Elevation-368.00 I I , ' ~ - I t . ~QC3C~ G0~1~4~ pNJDd~C~
N N ur 8 is oncrete p Cellar; 24" Nom. 30 X 57.5 above, 24" bebw; and 48" beyond each side
NCDOT #57 Stone Filter at base Invert vaiion; ~C~G~OOd ~~~4C~~ To of Riser Water Level ~ p ~ Flared End Section; Sae
Grading Plan _ _ - - f]evatlon Vanes ~ - - - 1 i drawings for ppe size
NCDOT Rip•Rap; 2100 Morrisville Parkway
40' Lon X 3"Dia Skimmer Dr n' See Detail 7IL•602 RCP Outlet Pipe (See Grading Plan for Size, Location and length) ' ~ i See tans fir size p Morrisville, NC 27450 ~ NOTE: Use NCDOT N51 ~ ' end depth
9
"PVCD To Base of Riser 3 " Drain tine stone to spread along top ~ \ / 3 PVC Pipe opening and create level outlet on ~ ~ Top of outlet berm and Invert Ri R berm outlet ' ' ' 01 FES er '
f-'~ 12" MIN. "Tee" P- ~ e equal; See Plans ARCHITECT S PROJECT NO.020380.00
( L r 17' o~
Contractor shall di 36"des 9 P L X 36" wide trench in existing rode ~ 's z 0 ~ 1~
Prepare hole for permanent 6" Corrugated Plastic Perforated Drain Pipe; under centerline of dam as ey -
trench far dam riot to backfillin In t I nt Install Temporary 3 Skimmer Drain Lrne P 9 s all po es t o ground 112 ~ D d oo° a o C~~ ~
pole height minimum ' Mirati 1 filter ric ~ / `l / ~l
A/~IMAAN~ Al?1M o.. n_t..a non enn t.. e..-____~ o:_._~__~~__o__:_ _ o..»,......t 1'1CTa 11 /'1 TArNNAYAM/ tl .le...n AII~MT YC7 I:N... I-..L..~ _ ~ l"/ ~ I I I I I I I I l I
1 GI11 VI QI ~7GYIIIIG111 OiWll l QUO unwm unvwu un rrnnntuiwn auI t IIUVII 1 wuvni ui oaam WIM i NIL Mill L.-I.1 I wij I DIV[ go lilt I Vial IROL
U12 Not To Scale Elevation °
i
DETAIL Float Ri -Ra A ron/ Level S reader Floating Skimmer Drain DETAIL
7 Not to Scale 4 Scale:1 ¦ 8
Oro" 3 January 2003 CAREL

_ _
SEE SHEET L301 FOR NORTH PROPERTY
I" I ` \ \ , /
I ~ ~ \ \ ~ ? / I I ~ I I ~ \ \ \ 1 ` ? ~ / / ~ ~ ~ i i , , \ \ ~ I
~ I ~ \ ~ / i ~ ~ ~ ~~add aQaC~ ®PC~[~B4o~4© ' ~ LEGEND Sheet L301 8~ L302 Onl
I I I I . \ 1 \ i I 1 \ ~ Y) . ~ ~o ( ~ architecture
r , 3~ti / I I . \ 1 1 1 1 I. , / / I ` ` ~ I I planning
I \ I ~ / _ - - ' " ~ ~ ` ~ ~ ~ 1 ~ 1 interior design ' ~ \ ~ ` \ i I ~ .F,_Detail Reference Flag
/ ~ ~ ~ ~ L101 Detail Number
" I \ ° 1 1 1 ~ / / I / 2 Temp. Dlverslon Dltch \ ~ 1 ? , / 1 1 ~ / / ~ ~ . - ~ Sheet Detail Is Located ~ . I
/ ( I / 1 1 1 , ~ / / / ~ ` ~ ~ I ' o box 17949 i ~ ~ P
a I ~ / / \ ` 1 1 ~ ~ ~ 1 / ~ I ~ Existing Tresline raleiph, nc 27819 ~ ~ I
` ~ I \ 1 + 1 / ~ ` , \ ` ~ ` ~ I ~ Tres Protection Fence 3105 ylenwood eve
/ / 1 \ 1 1 1 I / ~ / ~ - ~A i ~ ~ , ~ ` ~ - , i ~ ~ ~ ~ suite 100
I / / \ \ f< ~ I / / ~ 1 ~ 1 , / / / ~ I ~ Proposed Treeline ralei h, nc 27812 / , ~ I ~ 9
N 5 Tamp. Sllt Fence \ ~ + + ~ / 3~s 2 ` \ 1 + + / I / ~ / ~ ~ ` ( I ~ - Tempor Diversion Ditch / ~ ~ ~ 818.833.1894
~ I L60 / \ ~ 1 + / ~ i / . ~ ~ fax 91A•832.2883
/ ~ / \ + 1 1 1 / I ~ / / 1 1 / ~ I \ 1 1 / i ~ , ~ / 1 / ~ / \ . ~ I - - -SF - - Temporary Silt Fence ` ~ I ~ -
, / ~ \ 0 1 ~ ? , / ~ i s / / ~ 1 / / ' ~ ~ li P++U~ rgiq i ~ ~ ( p,A. Drainage Area ++a C
/ ~ / ~ 1 . / /
i ~ + + 1 1 ~ ~ 30 Type A Bu1Ter / / / ~ \ + 1 ~ ~ / ~ I~ ~ ~ 1 T ~ ~ ~ ~ emporary Construction Entry = 7 s
I , / ~ \ 1 + , I ~ / ~ ~ ~ I ~ \ h 32 ,
i ° ~ 1 ~
ao \ 1 1 1 i v / ~ / / ~ y o / I Existing Structures to be
~ removed CAq •i~ y G
/ i / \ ~ 1 ~ \ r- ~ l / 1 ~ ~c pQ E r 's,'~nnniumn,+++
~ I ~ Existin Trees to be 9 =
1 , I g ~ ' Ri -Ra Filter Basin s ~ ~ removed o _
~ i ~ + / / 1 \ \ \ ~ i ~ ~ ' i Y Ci'38 ~ ~ I . y r~
~ L602 20X50 + \ ~ , ~ Min, Storage = 2,538 CF ~ I I : re y
' Weir Len th =10' 77 ~ I ~-F / , g ~ 3 00 ~ (y P
Temnorar Slte Access 1 1 ~
r Y / \ 1 ~ 1 ~ l ~ I I I
until streets are raded in. 9 ~ , / \ / ~ ~ I / I i ; ' Landsca a Architect; ~ X Indicates Existing Trees to be Removed I , ,t ~ I p
Provide to or ~ 1 ~ m a I, ~ McNeely Associates, pa I t
construction ent at ~ ~ _ _ ~ ~ _ _ - ~ i i ~ ~ 5501 McNeely Drive ~ I ~ I ~ ' i I ~ ~ Raleigh, NC 27ri12
ry ~ 1 + ~ / / ~ I ~ I / ~ ~ Ph:9 17 - I 1 1 1 19 82 9677
Car enter U churc Road. I 1 , h _ P P _ \ i , ~ 1 \ ~ ~ ~ I ~ / I ~ ~ Fax: [phone]
See S eet L10O. ~ ~ ~ , • ~ \ / h ' , - \ ~ ~ ~ ~ I I I I 1 ~ I ~ ' i , ? I l
~ 1 1 ~ ~ ~ / , Fk \ ~ ~ I / t / ~ I
I I ~ ~ Mechanical & Electrical: ~ I ! Wooten Com an
~ q T \ \ ~ a ~ I I ~ I I p Y I ~ ~ I I 120 N. Boylan Avenue
, \ ` \ ` ` / r PP 0 ~ ~ \ \ ~ ~ ~ UP ~ I / I I I I I ~ Raleigh, N.C.27603
/ ~ \ i \ i / I / t ' I I / I Phone: [phone]
I ~ ~ ~ ~ ~ ~ \ i I ~ Ex. 18"Oak I ~
I Ex. 16 "OAR .I ~ ~ \ ~ ICI ~ ~ 1
Benchmark ~ I 1 ` I ~
RR SPRIKE 30 \ ~ ~ ~ - ~ ove ax. 3 'Remove Ex. 3 Snrne ~ i Ex. `2 \ ~ ~ I , 1~y+~ ~ 4 Oak ~ I 1
ELEV~381 J8' . ' ~ + ~ ; ~ I / „ _ - •F•. I ~ ~ ~ I
~ ~ 1~ / ~ 1 \ I ~
, ' ` This Contractor to r ' .,,F ~ coo dlnate with local ut16tles for ~ ~ Ex. 20"OAR I \ 1 ~ M""'t ~ 1 l \
removal of exlstmg overhead power Imes on slte Remove sx.shed ; ~ Ex. 18" Pine I t
9 E E ~ ~ I ......E , Remove !<x.Mobile Hoaw ~ ~ I I ~ ~ '
PP 1 ? E......~
\ ~ ~ \ \ x. 12"OAR Ex. 18" Oak ~ \ I ~ ~ F-'
, _ _ ' t \\V ` Vj ~ ~ Remove Ex.aarn ~ I ' ~
I i"' r I \ Il~.1y ~ I I ~ ~t p / ` Ex. 18 "OAR 1 ~ -i \ ~a,-/ ~ p
/ ~ 1 ? I I -1; emove 8x. Barn \ I I ' '
I ' 1 1 r ? I I I ~ i ~ , p i ' I i w i
t' / s I 1 I ~ I I I ~ ~ II A[~~ p,
/ I ~ a Tree Protection Fence I I I / \ I l I '
I d I I I ~ II ~ ~ Remove =x. shelter Ex. 28"Oak I I ~ U ~ I I I E...1 w
E ti I I I / ove ~ I I I ~ (n 0
J ~ ~ I I I / / ; dx• 6 8 ~ I I I i G
pp I ~ I I / / / F. ern' \ l 3
I N I I l l I 'f~ f~ ~ 1 o I I I ~ ~ o E., i r-- 'f Pe ~ ~ I I I I ~ I-'I
~ ! I / / , / Remove 3x. Sarn I I I ~ ~ I
~ \ I I I
I I I ~ ~i I / / \ ~ I I I ~ ~ / \ 1
/ I I I / /
3ga _ 1 ' I I i ` • ~ PP '•F `Gw I 1 1 I~ I ; ~ ' ' ` ~ ~--Remove 6x. Pump Hauee, 1 , ~ ' I
~ I ( I 2 Temp,Dlverslon Dltch , ~ ~ 1 ~ Csp and abandon existing 1j ~ ~ 0
~ ..80 20' 50 ~ L60 I ~ ~ when access Is available from ~ I „ „ ~ I 1 well per IiCDERR guidelines, 1 I ' ~ I I 1
I ~ X Indicates Existin T ~ ~ / / 9 _ Town of Cary I ~ Ex. 2"•8" Pine Trees 1 II ~tes Existing Tree to be Removed ~ ~ I ~
~ 392 ~ I / / . ~ 1 I ~ II \ 1 I 1 I ~ j•'•r" ••ti \ I 1
RiW ~ I I I i 8 / _ , , , w I R -Ra Fllter Basm 1 ~ ~ / 1 ~ W ' ti + ~ I I I
` ~ e I I = 3.20 c L602
I I Min. Storage = 5,160 CF ? , ao ~ ! ~ ~.~„r 2 snip. Diversion~Ditch I 1 \ ~
~ ~ ~ ~ , _ _ ~ ~ --~,L_ I Weir Length =10 ~ 379.00 ' ~ --_L.. i I ----._I.,._. \ \ L60 I 1 I I I a„t ~
--+~.__-1--__~~_ I I I
r / ~ ~ I I I / 1 / ~ ~ ~ I I \ / I
_ ~ ~ ~ ~ / I 1 / 1 \ 1 1 ~ I Project Plan Sheet Key ~ ~ I ? I I ~ 02•SP-129
~ ~ ~ ~ : / 5 Tem .Silt Fence / + ~ \ / 1 I ~ py APPROVED TOWN OF CARP
~ . ~ / ~ \ 5 Temp. Silt Fence 11 ~ A roved b Date: ~ I I I PP y 1378.00 ~ ~ L602 ~ ( ~ i Planning: Date:
Clearing in R y Others ~ ~ ~ I I \ ~ 1 ~ I, Engineering Date:
' ~ l I 1-- ~ \ ~ i
? _ -r I
` ~ ~ o F~ ~ 0$i~1.EGV81E® F®~ C®~8T~i9CT0®G9 e"---- -SF - _ 5 ~ ~ ~
All Construction must be In
_ -.~....r~ „ ~ , , ~ ~ eccordence with the Curcart Town of
r ~ ~ ~ _ Clearin in RIW R~{, _ _ _ _ g by Othe - - - - - - - - - - - - - _ • - • • ~ - Csry Stsnderd SpecMlcstlone ~ RIW by Others - - - - - - - - - - - - - - snd Detslls
- ~ ~ •~r Ex. 2"•8" Pine And - - - - - - - - ~a 0 0 0 e ~ V~ Q .Sweet Gum Tr ~ 0 ~ e as ~ p C~~
. . . ~ .-.5i "f ~""'r~ ter"' Y' - - ~ nnnn - - - - - - - ~ ~ ~ till ~ ~ a no
U Q W
` ~ ~ ^ ~
` - _ .~.".-r..~_
~ ~ - _ _ _ _ _ Town Of Cary Project # ST 1099
~JQaCC CO~Ja4~l pNJDdDC~
`aC~a00d `°~~4~a

~
2100 Morrisville Parkway ~ Morrisville, NC 27450
~ , ~
1 ~ ARCHITECT S PROJECT NO. 020860.00
i , ,
I ' ~ G
' o D° 0 0
I ~ i nD~r~ ~Cnnn~f~
H I i ,I I LF- U(.ajuu C`'JULW6uu
x a
H r
d a Scale: V = 40'
m
40 20 0 40 80 120 3 January 2003 CAREL

I CONSTRUCTION SEQUENCE
I NCDOT /57
1. Obtain copy of NC DEHNR approval letter. Crushed Stone Filter I
\�-----_„_ 1' Min. Depth
II I I 2. Install temporary construction entry at Carpenter Upchurch Road Upstream , Downstream
I ( I
entry,• all tree protection fencing, all sediment control fencing, and 1800 CF/acre
III4) temporary construction entry on west side of site. sediment storage 6" Min. -1" Max Min 10' Weir Length
t." _ 2:1 Max. We epth x
3. Install temporary riser sediment basin and temporary Rip -Rap Filter Place Stake At Slope 5 Min.
I I a basins. Seed and stabilized downstream face of dam, and emergency 500/6 Sediment
spillways. Line For Cleanout r
I I II I I4. Call for on-site review of erosion control measures with Landscape
rX FH
Archited
111 I � I I I
II I II G I I I I 1 5. Proceed with rough grading and demolition; maintain erosion control
I w I measures as required. a
I I I I 6. Drain existing 1 II I I I g pond into riser sediment basin using pumps.
11 I II II 11 om act u rade
ompact ubgrade N O ass 1 ip-Rap p
7. Install 36" RCP through y , 1 �• •
I I I III 1 1 pond dam when conditions are dr and are on Filter Fabric
II I predicted to remain dry during installation. CROSS-SECTION WEIR ELEVATION
I III 1 8. Just for to installation of samitar sewer r
!III II I I y across creek, install rip -rap
dam. Divert creek flow around ditch installation as required. RemoveRip-Rap Rock Dam
1 III II 1 rip -rap dam as soom as sewer is installed and creek bank is stabilized. --.DETAIL p P
To Scale This Detall *hall conform to North Carolina Std. # 6.63.1
I I I I I 1 9. Establish building pad and begin building construction. Stabilize all /.;��–Not T
I other areas when sub grades are attained. /f/ 'r ;
I I
.III10. After site is substantial) complete and stabilized, convert riser
1Landscape
e9 9 i �s�♦ 1 I sediment basin to bioretention basin. Call for inspection by Landscape'� 1 , , \ \ \ \ • -� ` -
�♦ Architect prior to remiving sift fences,a nd rip -rap filter basins.
\ ♦ ♦ I
11 -Call for inspector b Town of Car nor to removal of tree protection
o<r \ _ ♦ \ ♦ • \ \ 1111– I , `♦ t fencing. PectO y y p p /4�, . \ \ 0 Ri Ra Rock Dam 1
n l / / \ \ \ SF \ ewer Connection L301
\ ♦ \ \ ♦ I . "- �- _---.._ _. \._12. After bringing site to grades, no areas shall be left without temporary , , / 1 ♦ r. \.�� � -Ex. 24"PINE
g :.
Tree Protection Fence 8 \ \ ♦ `, ' - -
–40L - \ grass protection Installed for more than 15 calendar days. IWI �. ♦ \
-Ex. 2411OAK
i -� ♦ ♦ \ pI
1 D13. Site will not be in compliance with erosion control requirements until . _-_ t_____ _ ___ _ _ _ _ _ _ _ __________''�"� _.�,•,�,,�,� \ \
2�F\ ` ♦ \ / 1 \` all grassing and ground cover is established. •t--------------------�-------- --- - --- - --- _ _ - j__-_---_-_-–
\09 -- - - _ --- -- --
1 _ _-_�_
♦ 9 \ -- - - ---- - - -- -_- - - t - ---- -- - -� _
\ D =1.3 Ac. L602 <____ __ _ ___ _ _ _'- i _ _ ,
• ♦ Min. Storage =2,340 CF _ -_ _- -- �� _ }; ,. .. \
Weir Length=10 X357.00 I { > - - -'- - - r- - -/ - - - x. 22"P
1 - 7 _ % --
IN,\ \ \ \ I + - - -�- - _- - - -a > r - -----Tree Protection encs e It V- - - --_ - -
\ \ \ \ \ ♦ / \ I\ I -_ _-_ - _ - - -- - > -zt - \ - - - - - - - /_ _-_ _ - - - - - - 's• -_- -_ -- -- - - -
\------- - s t_-_-_-_-_- - - L602 \ ♦ _ ---'--:_ �
\ \ -- - 2 �~ - - --Ir
F \ \ \ - - --_-- _- - - - - - 4i -Ra Basin9 \ \ - - - --- f-- - - - [ - --- - _I 1- ------ - - --
- --- -------- - _f _ v > ' ,r__ - eof/er do R;p Min. Storage = 4,410 CF - -
_-_-_-�_-_ _ _-_- - /_ _-_ > / - - - - h an Weir Length = 10 @ 353.00 30 Max. /
Existin Trees to Remain / \ \ / 1 _--7---- - -- - - - E_-_-- -- -- - : - - -> - /-'------------- - - es - / • Clearing Width Ex. 24 "PINE
Ex. 2' - 14 Sweet Gum, / 1 \ 1 1 / l - �_____ - r-_-- - ->- #15- > / - -- - - _-_-_- - - -
/� 5 I- - -- -z s_)�-- - --- 1
Pine, oaks - -9 Tem . Silt Fence 1 - +:-_--- - _-_- - - - -- /- - - - - - - -- \
And Poplar Trees �F� / I 1 1 / _-_ t- -_ -_ --- _ _ �_---- - - - - 1- ---__{-_ - >> -i-_ \
F16.
S - _-_ _ _-_-_ -
- -- - - A
1 I y - - - --- - - - ---
- -- -_ ♦ / Ex. 22 OAK
I00 / /- t_-_ _1_ - DS>00
- - - - i.S- > -> > i ->- >�� I' Oaks & Maples - - ` —
�� / / _ - _ f Ex. 18 OAR
ly
-- - - -_ --- -� - 'o, ___ i _-- -_ - - . 22 POPLAR _ _- -
a - -_- -;- ?• ---------- --- - - �`� _ :
__ _-_-_ _)-_ - _- _ -�-_- - - �- -� . 1-_ - - - s Ex. l8 "PINE — _ \
Z� --•%�y--- - ---- - --- - =-c=► }-' - --_-_-_- - - - -- - - - - r -_ - >' >; �- : - "� -.. . �� - - -_-- _- - - - - - ,1/em .Silt Fence 5 t
(• %- - / - - - - - ----- -/- ; .- -Ex. _20_ POPL ,.�R;- _ _ -1--- / L602 I\ \
ti _ _ _ _ _ ,
",: - :_'_ _ _ _ _ - o% _-_ _ - - - -- --------- --- - --_-i-_-.: - - - - -/- - - - --_ _- -_-� 'Ex. 24 POP ^^R - - - - - - - - _
-_--_-_-_-_ _ ___ _ _ _ _ ___ _ ___ _ ___ __;_ �_-- _-- --- -- - - > ,s -_ s: >:_ _---- _-__I__ tiR.R .R: �___ ___ ___�_ I / l IIXI' Indicates Existing Trees to be Removed \ 1
_-
�� • - - - - - - - - - - - - - - - - - ----------- l---� � _ �_-_-_ - - _22 poPLrx-_-_• t r -_-, ,RSR 2 Temp. Diversion Ditch \ I �
--------sa`�'------Tree Protection Fence 6 i , t= - - ..._+ f - / _ - _
_-_--{ _ �_� )>'�_ ___ _ 't Ex 18"OAR R R' _-_- l / / / L602 — — — — — — — — — — — — \ 1
/ s�'-------------------- Lf302 - -- �t t- - - - ---------- -- �R \�
- - - - -- _ _- - - - , _-_ -_� _-,_-_-t--- -' - -_ _ _y - - , . ��� -- ► / / / / Temp. Diversion Ditch 2
-) -_-_Existing Trees to Remain--
-_-_-_-_-_-_ - - -_ - -- - - _- _ - - - - �- - - - - r _ _ _ - -' �. / / / / / \ L602 ♦ + I I
/ - - -- --_-_-_-_ - 20"
-_- -_�--1--_-_ - -
_ f,. _� 20 - -t- -
' ' _- -- --; Flared End Section F_ ♦ ♦ I ,
- - -_ _ _ - - ---_' • _ t - \- 3 RIM = 365.50 L603 •_ --1" L602 \ ♦ ♦ I 1
- - - - -_ _ - - - - r- - - - - -
'Inv. Out - 356.50 -- Inv Out= 352.00
_ _ - (To be Drained by this Contractor) _-__- -- :3 - i: s ; �• +.- - - - - \ ♦ I 1
_+ - - - .�- y A [ NCDOT CL 2 RipRa I \
--------- -- -- -- - -- --- . - 3�z=,._
- - - - - - - - -----------"----------------"- --- _ _ _ _ - '- -- - 360 --_-Ex. 18 "POPLAR - - - - . �. t /
_-_ - - - -- r - -- y - --- ---- ---� -- -- \ r " / / / 20'wX16'LX30"deep \\
---- - - ----- -------------------------------------------------------------- -- - - - - - -�- ^ �,-_- {_-_-_-_-_-_-_-----�---__;� -- \ � �^^ / � � _ _On Filter Fabric ♦ � I /
1 \ /
- -_- - - - - - 5 -_-_-_-_-Ex._ 18 PINE_ - - - 1------ - _-_�-------------- - -Ex. 32 "POPLAR _1.:.:� - SF ^ ^ ^ � topp4
\ \ ♦ I
-- Tem . a.—
Silt Fence - --'1' _ _-_ _ _ - _ _ _
Timing of Pond dam broach --- ------------�_-_- - - - - - - - - - -_- -_ -_- - - -�--- - _ – _ _ _ i►
should ONLY be ft no rain is ex clod within - - - - - - - - - - - - - - - - - - --- L602 _ _-_-_ -_- - - - - - - "--�- 1-_ _-----_ _ Ex. 18 "PINE -�. •.'-.� -- ---' ' -- ^ ^' / 6" Thick Conc. Anti -Seep Collar
pen _ •-- - ---_ - , ^
the period it take* to lnata1136" RCP (See Sheet LZ01)_______________________________________ ____ _ _ _-_-- --'�.� --`-__---_-.�-- '',-- -- _ -- \ / a. ^
_ --
_ _ J- r
-- -_- - - - - -�___ - _-•"..�"_`- ------------ x—+"'"_-_- � - --_-_-_-_-_-_-_-_-_-_-�-_-_ � ♦ \ }^ ^ ^ ' / \ \ \ I I/
go
goo
00
dop
/lop
___ ___ _ ___ _ _ _ / — — — — • \ 78' Spillway 386.50 \ .h/, / / \ \ \ ♦ I
2
•w�nr�
1 Existing Trees to be
a X ; removed
Notes:
1. The establishment of permanent groundcover
= will be estabisihed in 15 working days or 90
I calendar das, whichever is shorter.
2. Cut and fill slopes will be stabilized within
15 days of any phase of grading.
3. Streets in front of the project will
be kept clean at all times or a wash station
340--Y.�•� will be required,
�_ •4. All tree protection fencing shall be maintained
until all site work is completed. The fencing shall
be removed prior to the final site inspection for the
' Certificate of Occupancy (CO).
1
♦ If j.
Clearing in R/W by Others t'" J6'ti
I I • ;
9116 -ti
Ex. 8 "OAR 1 (-ti
I ;
Ex. 16-P 3.-%-�
I
I 1 s -ti
' � J
1 ,
' I
' I
1
I '
I I
I
I ,
I ,
1 i
Ex. 14"PINE '
' 1
1
1 �
, r
1
I
I
i I
I
I
I 1
1
I
I
I
I
I
I
I 1
I
I 1
W
1 I
I
I
I
' I
I
360 O ,
7r� _lop
LI
..,� / - ► "�---- - - _ _ .r.�-'' \ ,' Temp. Silt Fence s cn P" I
\/
/
Ex. 2"-16" Sweet Gum,
Oaks And Poplar Trees
370
••./ ii I
1� 1
/ I
I /
I / I
'>6' \ .
/
I
I
11
I
1 i
♦
I \ I 11/1 I U
\ \ \ ' / / / / .01 / \ \ \ \ E,..� a.,
\ \ \ \\/� / / / 1 — 1. \ \ \ \ ` I `, I I / i V -1E_ i 1
\ \ \ \ 12 Riser Sediment Basin \ \ 1 r 0I 1
\ \ \ \ \ L602 itfi Floating SImmBf rain / ♦ \ �, ,
♦ \ \ \ \ \ \ DA= 8.81 Ac
Min. Storage = 15,858 CF
\ Pump existing pond dry before breaching dam 1 ' / \ \ Y 1
\ \ to install 36" RCP (see Sheet L201). Pump water 1 '
\ Into riser sediment basin. ' ♦ \ I 1
i \l II
/
\I .01
I I
/ \ \ 1 I / – _ _ ♦ \
\ o
2I emp. Dlverslon Ditch \ \ ` \ ♦
0 ' N. l"
\\ \ \ \ �\I _. it Scale:=40'
Temp. Silt Fence \ \ \ \ ' /L1.00"' If
\ 1 40 20
SEE SHEET L302 FOR SOUTH PROPERTY
0 40 80
120
9�X&LL aQaG &iT@h 4G@2@
architecture
planning
Interior design
po box 17949
ralsigh, nc 27819
3105 glenwood ave
suite 100
ralsigh, nc 27612
919-833-1994
fax [phone]
Landscape Architect:
McNeely Associates, pa
5501 McNeely Drive
Raleigh, NC 27612
Ph: 919/782-9677
Fax: [phone]
Mechanical & Electrical:
Wooten Company
120 N. Boylan Avenue
Raleigh, N.C. 27603
Phone: [phone]
Project Plan Sheet Key
02 -SP -129
APPROVED TOWN OF CARY
Approved by Date:
Planning: Date:
Engineering Date:
RELEASED FOR CONSTRUCTMN
All Construction must be in
accordance with the Current Town of
Cary Standard Specifications
and Detalls
E06 CARPENTER
ELEMENTARY
SCHOOL
G�
A
9& IE CaURVV PU o LOCA
(M00L M u Ea
100 Morrisville Parkway
lorrisville, NC 27450
RCHITECT'S PROJECT NO. 020360.001
dT(DgI@n dodQo�
End DD (@M(DH Ofd
&Mk 122go aQoo ©QgVo27D
3 January 2003 CAREL

SEE SHEET 1201 FOR NORTH PROPERTY
\ I ' ' ' I
!-315.44 ~,•:''r:-:"~*•-.....k . \ \ ~ I ,318.84 T ~ ~ Ladd C3Qaf~ ~Q6~B4oc~4©
? ~~nB in: ~ ~ ~ ~ ~ ? ? ? :.~Bloreientio as 7 \ \ ~ ~ ~ ~ i ti ~ ~ ~
~ ? L ~ ~ \ I ~ ~ ? ' ~ ~ i ~ ~ ? ? ~~o I LEGEND (Sheets L201 & 1202 Onl) architecture . s 9a ~ y I ~ ~ ~ I planning
' 1 I . ~ ? \ \ 381.44 ~ 381.44 I ~ \ ~ ~ ? \ / ? 381.00 , / ~ ~ ~ 1 ' erior deli n - •0, ~ ~ I I mt g
Flared End Section A a , + ~ \ ~ ~ I ' ~ - ~ ~ o 1 Detail Reference Flag ~ ~ ` ~ Detail Number
Inv Out= 373.00 L6o2 , f ~o \ ~ I i_ _i / a ~ ~ ~ I L101 Sheet;r Detail Is Located ~ a ~ I
NCDOT CL 2 Rlp-Rap ~ ~ , ~ I , , ~ / ai - ' ~ ` . ~ ` ` ; o box 17948 ~ ~ 10 Drain In et B- 2 1 , ~I Proposed Contour p
' 14'L X 30" dee ~ \ ~ I I . B 16wX p ~ ~ ~ / _ ~ ~ I ~ Limit f Gr din sleigh, nc 27019 = 7 ~ o a g
/ \ r r On Filter Fabric , \ ~ ~ ~ 3e2.5Q r, r_~~ ~ I 3 900 i 382.50 rl 370 Existing Contour ~ - S. Inv, In = 371.05 ~ 3105 glenwood ave
NIF / \ \ ~ 382.44 i ~ E. Inv. In = 369,70 - 37o- - •...--R / ~ ~ ~ oof Drain Cleanout suite 100
R P N ER o~ ~ \ 382 / HILDA F CA E T ~ . ~ ! 3814 ~ ~ ~ ~ ~ DB 7274, PG. 815 ? ? \ \ , ~ ~ ~ ~ ~ ` ~ Inv. Out = 369.50 T Schedule Roof Drain Pipin ralalgh, nc 27812
1 \ PIN # 0735.80.6895 ~ 318.44 ~ \ / / ~ / - ~ ~ ~ ~ ~ c!o (1%min, slope on all roof rains)
i ~ ' I- ` ~ ~ ; I. p°•'f 918.833.1994 D ~ ~
3 ? \ \ 1o Drain Inlet A-O6 ~ ~ Drain Inlet -12 )6 ~ , \ _ ~ ~ I 10 Drain Inlet A-05 _ I M - 377.80 nlet x-12 10 382.»Q i ~ ~ tax 919.032-2993 3n.eo ,
/ ~ , _ ~ IM = 380,50 _ \ ~ Inv, Out - 377.50 _ Inv, Out - 374.80 - \ I I Proposed Curb & GUtter `,~pw uq,~~ ~ - 374.80 I C
/ , \ Inv, Out - 377.93 , ~ ~ 381.E ~ Plug end of 6 C P found - / , ~ 7~ ~ = M ~ Direction of Drainage 't ~ ,
~ ~ ~Q at 4 ft, to east and 4' to , ' ~ , i ~ ~ I I
south from 381.71 ~ ~ Dram Inlet ~ i i ~ \ I~ Drain Inlet A- ~ 1 ~ I CI DI Curb Inlet I Drain Inlet : ~ ' 'z
\ . , N ~ elevation ~ 3s2.5a RIM = 380., RIM = 380.50 ` ~ 32 ~ RCP Reinforced Conaete Pipe s -
_ ~ _ ~ N. Inv, In = 8 wide Jute Mesh ' ~ , , - - ~ ~ 381.841 1 ~ ~ E. Inv. In = N. Inv, In = 377.31 381.40 0o A ; ~ ~ = ~i ~ . E. Inv. In = 377.86 ~ ~ 10 I ~ 350.Z5 Proposed Spot Elevation 2,:
, ; \ ~ , 3a~ Inv. Out = , I > > Drain Inlet - I ~ . Inv. Out = 377.11 ~ - I ~ 9 ~P.~'
I a ~ IM = 379.50 I 8l~~.OQ CAq '~i y ~ 7 I_ + Bottom of Curb FJevatfan ~ 0 JJ% J• P ~ 3~ ~ Inv, In - 372.18 ~ I ~ Q wE 1 ~a,,,,l,,,,,,n~
/ ~ i ~ \ 381.54 `C~~ 381.E ~ ~ ~ ~ Inv, t = 7 . I RD Roof Drain Leader ~ ~ 'y = ~ ~ Ou 3258 r.9s
~ ~ ~ \ \ ~ ~ i 381.84 , ~ \ 381.14 ~ ~ \ $ 381.24 ~ ~ ~ @i ~ 38].A4 b i I
~ \ Q I \I I~~ I ~ ~ ~ DS 3132.54 _ I I Downspout ~ C-39 < U\ I 11 ~ I I ~ ~aE
d n / / ~381~4 ~ ~ 3fl1.71 \ 382,Q~ ~U i - 382.6Q, a urb Inlet B- 8 Q(10) Ten Year Peak storm discharge z Z r~ ^
\ ~ ' " / / \ 381.3Q ~ ~ 31.74 ~ U ~ ~ v ~ = 375.00 ra y
~ ~ / / FFE~82.51 382.,34' ~ ~ , ,Inv, In = 372.20 CPP Corrugated Plastic Plpe .,~(y P FFE_382.50 N , _ gssoCZ ~ InV, Out - 372.00 TRM Turf Reinforcement
~ ~ , " - \ \ ~ 0> \ ~ 381.84 / / ~ ~ i ~ ' \ ~c 1° ~ ~nv. In= 377.31 _ ~ 1 ~ ~ ~ Mat)
v , , ~ d' n 382.5(1 \ ' _ - _ J ~ ~ ~ \ \ ~ ~ 381.84 L ' ? ~ . ~ ~ I ~ ~o , ~ ~ I Landsca a Architect:
~g,pp ~ \ I 1( I_ i_ Inv. In= 377.85 ~ - 1 / , / ~ 382.34 ^ P i I ~ ~ i Jute Mesh lined Swale McNeely Associates, pa
~ ~ ~ ~ ~ ~ r 382.54 to 38L~ ! cPb ~ q 381.94 18 RCP [ ~ 1 CA i_ See Roolweti 382.54 i _ I ~ ~ I ~ 5501 McNeely Drive See Roofwater p I , ~ ; I
_ , RIM =380.00 L602 \ _ ®1.p~ P ~ ~ ~ / ConeultenU Conwhanta ~ / I Raleigh, NC 27612
' - _ ~ ' N. Inv. In = 376.63 ~ \ 3~3 ~ ~ - - 382.3Q / Shen. A4.1A•CP heete A4.1A ^PV and 1 I ~ I BC Bottom of Curb Ph: 9191782-9677 y I I ~ ~ 1 ~
~ ~E. Inv. In = 375.17 ? ~'i - ' - / A4-t-CPV dni 384.54 ~'1-- i 94.1-CPV dated I ~ I Fax: [phone] i iptemba' 20, 2002 for ~ i / ~ ' I I ,
6 ~ ~ ' - ~ - _ S. Inv. In = 375.17 \ 3~ Septembsr 20, 201 a ~ ~ ~ roohlvraw nub I roofwater stub outs I 381.54 ~ I I 'See Sheet L702 for Roof Drain leader
~ Inv. Out = 374,97 \ ~ \ i i ~ I ~ ~ I g ~ ~ I and roof downspout connections Mechanical & Electrical:
I i ~ to norm drain: atom. ~ , I ~ ~ ~ Y Wooten Company
~ 382.50 382.5Q . 382.54. ~ ~ g 3ez.5~ 382.54 \ .3e2.5nr,~.~ , ~ ~ l , , I ; ~ 120 N. Boylan Avenue ~ I n. I I I I Grades at drives and alon ro osed IaMI
~ ~ ~ ~ \ i \ \ 382.54 ~ I ~ ~ , f7 P P Ralergh, N.C. 27603 - - ac I , - ~ I to be coordinated with new street Oradinp Phone: [phone]
PP ~ yo 4 \ \ \ 382.54 - ~ - - I a I ~ ; , ; activities. Contact Town of Cary Engineerlny
1 ~ \ \ / ~ ~ ~ ~ / „ ~ ~ ~ ` ~ 10 Drain Inlet A-~ N I t ~ for copies of Street drawings.
11 ~ Dr in Inl t A- 10 i _ Drain Inlet A-04 313 ~ ~ I I , RIM = 381.50 ' ~ ~ ~ ~ I
Curb Inlet A-07 ~ _ RIM - 381.50 / _ 381.e4- RIM - 380.80 Lso2 ~ ~ , ~ Inv. Out = 371 Benchmark RIM - 379.50 _ I ~ ~ \ 1 ~ ~ 1 I I 11 Inv. Out = 378.50 3a2~4 - I ~ $ ~ I ~ I
TBM A g~ _ \ Inv. In - 376.40 ` _ ~ Inv. Out- 377,16 _ ~ I ~ 1 r I rT~ I I qp~ ~ ~ ~ I 1 W I
RR SPRIKE 'h ~ \ Inv, Out-_376.20 I ELEV=391.78' ~ ~ ~ ' ~ \ \ ` \ I 38.1.44 ~ I I ~ 0. ` I l l
- I I I 1 I ~ \ 11 H I,
I ~ iv ' ' ~ ~ N!F
' ~ 382.54 ` 382.54 382.54 `382.54 ~ I 3:1 ~ ,$lope I I DAVID STUART FERRELL
~ - - i - 'i I i I ~ 1382.54 382.54 I ' 3$254 I I I N D8 5460, PG. 611 382.54 ~ ~ ~ + , ~ ~ , ~ ~ o ~ PIN 0735-91.4493
,390 - 382.54 ` \ ~ ~ - I ` I I ~ I I I , - 3~ r r I I I I
~ ~ r~ i~ \ ~ i ~ I I ~ E" I I
I ~ , \ _ ~ I , I ~ HP=381.80 ~ ? ~ 384.44 ~ Q 1 1 ~ I I ~ ,a'~n r I ~ I I
~ i 4 ~ I / - 381.94 i_ ? 4 RCP Q 1.0%- b I ~ + I . v i 1 1 c~ ' W
~ I ~ i d'b 381.84 ~ I 1 1 a~ I I I I 1 I I o
~ 1. ~ l3~.54 ~ i ?381.54 M P w w \ I i I. I -Y = ~ ¢ Q I I I I p"
r r ~ I ~a = ~ ~ I _ `--i i I p" I ~ I ~ ~ I
1 ? , ~ ~ I , I I rT 1 ~ ~ I ` ~ ~ ~ ~ I I w ~ ] I
i I I } I ~ _ ~ ~ I I I I U I, _ ~ ~ I I ~ W i, I
I - _ - ~ ~ I I I O I I` ~ I I I ~ I I
I , 8G.=381..54 ~ ~ ~ ~ I 11 urb Inlet B-0 ~ 3
ti I - , ~ IRIM = 378.00 U1 c
~ 1 ~ 381.5a I I I I I Inv, Out = 375,00 ~ I II
I ~ 1 ? t ~ ~ ? I ? ~g ` l I I- I I I I I e ~ l I I
I ^ l I I ~
1~.~82.44 ~ ' ~ ~ - _ I ~ I I ~
i ? f ~ 1~ ~ ~ r , ~ v 1 I ' I I I ~ t I I ~ I I ~
, ~ ' ~ ' I I ~ I I I
394 _ gG38,5,34 ~ ? ? / ~ ~ 1 I ' I I! Q + - ~ I t I ~ 1 I I f
f I / i i~ I~- ~ I , I I I I .
a o ite I ? ' _ ~ _ Gr de ffs I ~ 38~ - _ 10 Drain Inlet - ~ I I ' 34~ ~ - ' ' I I 1 I I I
? ? ~ ~ '''+1 _ ? • 8C_3820Il '382.44 I M= 380,00 I I I I
39 ~ 384.44 .''w~ ~ I ? Riw ~ ~ !-392.44 w ? 384.44 Inv. In = 374.23 I w I II ~ ~ t ~ _ I I f ~ Inv. Out - 374.13 ~ ~ I I ~•t:~f~D:~i:~
. ~ ~ ~ ~ 1 388.5Q ~ I e In et Protection ical 3 ~3 I I I I I 1 I I I
~ , at A L urb nlets ? o ~ ~1
- , Drain Inlets , ~ ~ ~ ~ I ~ I ~
- - 1 r ~ I -
? , - ~ ~ ~ ~ t I I Y Project Plan Sheet Key
I ' , -39 1 0 I I I 11 ~ i t + , I , 02•SP-129
' I_ ~ ? 11 Curb Inlet 07 1c Drain Inlet B-O6 11 ~ , a ~ ~ APPROVED TOWN OF CARY B-O6 ~ ' I roved b Date: ~ i I I APP Y
~ ~ - . , ~ ~ ? RIM = 380.00 - 3 .60 ` ~ ~ ~ - ? Inv. In = 376,39 .60 Neenah #R-3246-AP I i i , , f~lanning; Date:
, , ~ ? Inv. Out - 377.00 16,39 RIM = 380,00 I ~ I it ; Engineering Date: 1 ~ ,
" 383.22 , ~ I ? Inv. Out= 376.19 ? ? ? 376.19 ~ ~ Inv, In = 374,86 ~ ~ ~ ~
• i ~ `mar ~ ' / ~ ` Inv. Out = 374.66 ~ ~ ~ ~ - ~ ' i ' ` ~ ~ ~ ~ 1 , REL~SE® F®fR C®~1STRl9CTl®N
a' ~ , as ,a ! 1! ~ ~ , Y ~ Jam.. _ _~w.t r~ w.~.~•a ,t ra ~
~ 1 1 _T--~~ _ _ _ . i~ _ r ~ ~ ~ ~ ~ ~ r- ~ ~.1+ r.•.•.. ~ All Conatructlon must be In accordance with the Current Town of
1• ~ , _ ~ ~ Cary StandardSpeciNcatloru
1 J• ~ ~ ; - • and Detalla
x~w ~ - - - - _ ; _ Alternate #2
_ _ -
. • ~.y ',~-.-~~..~.'...~y~._~.l .r 1!41....1---,. r ~ "'-"""_u N."'-'--' . ~~~IJUIl L~t1V U lnl~ U - ' i 4 RD Indicates If Alternate #2 -
i ' ~ f,•-., r~~ - - arr.~r~ -r-~• _-r~•rv.~j ~ n - - - B57 S F _ _ (daylighting at classrooms) is _ _ ~
- _ _ _ ,i _ _ _ acre ted, then this - P
~V - 1r ~ Contractorshall provide
_ _ _ _ _ 6 RD (Roof drain leaders)
+ti,~ _ Town Of Cary Protect # ST 1099 II - ~G°QC3~ o a4~( p~JDd~
~+~+~r+-r Y ~ _ C~O~J C~ " _ , _
~ rr' writ -a ti v v ti.~.ri -tir -a -aair- r Yr.rr tir v 7.iiY -a - ~~~100d `0~1~4~a - ~ o 0 t• . _ 1f liiY -i -i -iiii' i- i- iiiif Y Y 1Wi~ -i -i -iiii- i- i- iiii/ if V 1ii,Y tii -i 'Vii- i- i-~, • ~ \ ~ - '
~ • ! 2100 Morrisville Parkwa
` ` Morri viii N 14 ~ ~ s e, C2 50
~ ~ ~ N
N FEll~ i I I ~ ~ ARCHITECT S PROJECT N0.020800.00 I I I ~ l i
NIF I I I I I I I I I I I I
HILDA F, CARPENTER I I I 0
DB 7274, PG. 815 PIN # 0735-80.8895 1~`' I I I I I a ~ 0 a sf I I I i l l
,1 ~ I I I I I I I f~ ~ ~ O ' ' I I I LJ Lwl ~ LJ LI ° a ~ ~ U Ll
'•y...~.•.r+"'• ~ . ~;,.a I I . I I I " I I I I I I
• II I I I l l , II C~'nn~~l~
Q:?) u~L~ uu
Ex. POND
a W.R. ;369.30 H
r d m Scale: V = W'
0 W
40 20 0 40 80 120 3 January 2003 CAREL

I
~~ad~ aQa~ aQC~~B~o~~©
I Finish Grade ~tt8~ finish Grade
9. The tree rotection fence shall be maintained on Brass Clean-0ut P With Female Hex bass Clean-0ut Plug LEGEND (Sheets L201 & L202 Only) architecture Vith Female Hex Socket planning
1. Total Denuded area =18.39 Ac ~ the site until all site work is complete 2" X 12" x 3"Deep Min. interior design
rand the final site inspection prior to the certificate v , v ~t2" x t2" x 3" Deg 1 Detail Reference Flag r ~ pq .,1, ~ r ~oncrete Collar Detail Number ~ ~ ~~~~~o ls°
2 Existin contours are in 2 feet intervals. fo Occupancy (CO) is scheduled. The fencing shall Concrete Collar g i ~ „ y be removed prior to final site inspection 4 PVC Riser " PVC Riser L101 .~,---.-Sheet # Detail Is Located
3. Grades at Handicap parking to be 2% p for the CO. - Ex. ce r~ f MAR po box 17849
maximum in all directions. cd „ Pro osed Contour ~ ~ 2003 I ~ P 18" Bend ~ ~ Limit of Grading raleigh, nc 27819
10. Establishment of permanent groundCOVer 118 Bend ~ 370 Existing Contour 1 ,
4 See Sheet L100 for project Vicinity map. / will be established in 15 working days or 90 • ~'w~ h05 lenwoo v „ _ 370• • "r•-- g d a e Concrete Encasement Ex, ce ~ ~ Roof Drain Cleanout
alendar days, which ever is shorter, . v • . ~ F- a"Concrete Enca in swie 100 , Schedule Roof Drain Piping raleigh, nc 27812
5 See 8112 x 11 submission notes for storm ~ ~ _ , - - - - - drainageand Erosion Control Calculations. ~ 11. Cut and fill slopes will be stabilixed within 15 days Plug If End Of Lin ~ ~ clo (1q° min. slope on all roof drains) Nug If End Of Line
~ Hof any phase of grading. t~. , RT/ 919.833.1994
6. A Town of Ca Gradin rmit will NOT r See Plans For rY g Pe fee Plans For fax [phone] .ateral Pipe Diameter '
12. treats in front of the ro~ect will be Lateral Pipe Dian I Erosion Control ~ ~ S be issued for this prolect and al p 1 _ _ _ _ _ _ _ _ ~ Proposed Curb & Gutter 1~~,,u a„~
inspections shall be performed bt NC DENR. s~ kept clean at all times or a wash station will . • • Direction of Draina a ~ ~
~ r it MAPA . . Q • r be equ ed. g Q ; Ex. SSMH ~ I CI 1 DI Curb Inlet 1 Drain Inlet ' 2~
7 This site drains into a tr:but of'Crabtree r ~ 3 x Lateral Pipe Diameter " C7 will not be issued until the Town of Car Creek . 13, NCDENR letter y _ . 9 TE-34o.e9' I
has received not~ication from the Wetlands Restoration INV.IN=331,29' I w ~ . INV. OUT=331.19 I RCP Reinforced Concrete Pipe 333. ~
8, This Contractor shall cut minimum 2' trenches , Fund (WRF) that a receipt has been issued ETAIL StOrmWater IeanOUt D 40' Sewer Easement ~ O leanout
n the limits of disturbance. ~ to the developer and the local governemnt alo g 1 ~ ~ ~ 35II..Z5 Pro osed S of Elevation ~ P P ~,,1111111111lf P a' \ ~ 11 r, , ~
f stating the nitrogen buy down has been completed. Not To Sc•l• PVC. Sees acs p Ex. IN . 36 -332.58 ~ BC~.(~1+ Bottom of Curb Elevation ~ CApp ~ P~,,•~
~ AA'~ < A ~ ~ ~ ~ Q`- ~,pE ~ ffll,IIIII1N11 \ RD Root Drain Leader ~w ti ;
s t~ i ~ 114. Prior to radin ,this ro~ect will meet all 1 ; i ir•? sx. s ~ ~ 9 9 P 1 ? ? 1 ~9 , TE=357.23' r of the requirements relative to Best Management . ~ 1 I 1
99 y d ~ ~ IEm34B.13' Practices and En ineered Stormwater Control a ~ ~ - ;,t' r ~ \ C DS Down ut a a _
~ ~ ~ ~ ~ Structures as outlined in the Town of Cary Unified 1 1 ~ ! it ' \ ~ `k. " ~ I I I \ . / ~ ~ \ ~ ~ 111 ~ 4 r 3 ~ ~ ~ RCp ~ _ _ Q(10) Ten Year Peak storm dischar e : Z r ^
~ ~ ~ I Devel ment Ordinance Ch 10, Par 3, UDO. ;r• `5 i 4g `~4 ~ 06 \ _ _ L ~ g ; sr o / \ \ ~ I ~4 .
o~F ~ . ~ ~ y ~ 1 1 1 I 1 l i .7,.? ~ 1 t ~ ~Q ~ ~ , , ~ CPP Corrugated Plastic Pipe ( t 9~ x. 24"PINE , y ZP
Tree Protection Fence 13 \ ~ ~ `„i ~ 1 i ~ , , r i t ~ >r \ ~ ~ gSS00 t ~ ~ ~ ~ TRM Turf Reinforcement ~n 11~ ~ ` ~Ex. 2 a "oax ~ a
"!^+-.....~1•_ r t .t ~ ~ Mat) c
- _ ' ` t ~1 t~~ Landsca a Architect, - - , _ Jute Mesh Lined Swale McNeel Associates a
/ J ~ --r-------------~-_-_- i ~ ~ X09 1 1 _-1----------- 1- - - - > 1-.--I-- - - - - - -----------------t-.-_-.---=-'r:..`- ~t-~: - - - - - - - _ _ 5501 McNeely Drive
~ 1 1 - - - - - - - - - -1---------------- ~ -f r- - - - -_-_-_-_-_-_-_-t:-_---_-_ ~ 380 ----t--- > - - - - - - - _ _ _ ~ Tore Raleigh, NC 27612 - - - t • ~ "t~- - - - - - - - BC Bottom of Curb
-_-_---Y--- -r1 - - - - _-_-y _ . - i I ; ~ .AZ Ph: 919!782-9677 ~ - ~ • - •~-------•1 - ~ 0.31
~ ~ i - - _ __-___-.~_----_--i- r r t ti n F nc a - - `7- - ~ - - - - - - - - I Fax: 919!782-5489 ~ , - - - - - - _ _ _ - I ~
Flared En Section Q-_-_-~ a - T ee P o ec o e Q _ _ _ _ _ - - ~ - - -_-_-_-_-_-t-_-_---_-.-_-_-_ x. 22"PINE _ - - - - - - - -t ~ ~ I ; , c~ w
" ~ \ \ \ - L602 d 362 - - --=-I-:-=-_-_- j'- . ~ . tr_-_-_-_-_-_ - - ~f, ~ ~ \ \ Inv ut= 36 . L602 - - -sf - - - - - - - - t I - - --_-_-_-_t--------------- r-~_-_-_-_- ~ ~ 340 w 12 - - - - r 7 - - - - - - - - - - - - - - - - ~ - ~ ~ Ex. MH Mechanical & ElectrlcaL
~ ~ \ NCDOT CL B Rip-Rap - - - _ - -_-_-_7f:- }y, --i t:-:-:-:-:-_-- ~ t ~ - - - y Wooten Company
` .d ~ 1 ` 10'w X 8'L X 18"deep F-_-:______ f -s--~ 1>'- - ~ - - ` t _ _ _ i ~ r''` 120 N. Boylan Avenue
On Filter Fabnc _ _ _ . _ _ . _ - - - s z ~ 3f3.3s5 - - - - - - - - - - - - - - _ _ ~ - - - ~ t - - - ~ , i r..•-.,~ Raleigh, N.C. 27603
~ ~----J 9 ` \ ----r-----r~-~ -1 F ~ ~ 1 - (Flared End Section a --i- - - - - -:J:- > ~ oo~ Sr - - _ t t. 1 Ex. MH n 1 28 OS 1 - - ~ ~ ~ ~ ~ ~ ~ • ~ 1 Pho e: 9 9-8 - 3 - r-_ - _ ~ _ xisting Treesto remain ` ~ I , r
r - ~ >~~i-- _ _ _ - _ _ \ ~ n . ~ I 1 I I ~ \ - - - - - - - ~ Ex 8.24 Pines 8 ~ ~
s o InvOut-352.00 - - --I_-__-,-. ~ ~s..--_--- rbot Peri - I 1 ~ 1 I NCDOT CL 2 Rip-Rap - - - >f~ -4- _ sides - / 9 . - x r ~ . ~ ~ t ti~ Q~d. 6r? Mi ed Ha dwoods ~ , t ~ , G~ ap _x ~ I d _ _ ~ Existin Trees ~ ~ I rp ~ ~
I 1 20'w X 16'L X 30" dee - - -J_- - - - ____i :-_--1- t ~ 11~' - - - - ~ es ~ 9 ~ ~ ~ - _ ~ to Remain 1 ~ ~
Existing Trees to Remain I 1 1 I On Filter Fabric _-~-_--_-1-:-:-:-:-- -:-:-:-t:-:~:-:-:1:- .
Ex.7 •14 Sweet Gum, 1 1 1 ' - - - r- - - - - -1--- - _ _ _ _ -I_- ~ ~ - 1- r- t~
Pine Oaks - - 7' I I E•---- - - - - - - - - - - l o - - - - - - - ~ 9~ 1 1 1 Flared End Section a - - 1. - - - - - - ~-_-_---_I, ~ _f ~-,1 - -----------h.-_-_---_---_- And P IarTre f ~ - ----F:-;-:-:•---------- - - - - - - - ~ - -7- - - - - - - - - - - - t- - ~ oP ~ 7 I - --1------ ------i--- ~ 4 .Flare rid tin ~ r~ " - tt r Inlet D-01 Sec o , ~ ~ _ _-t_-_ I Cu b
~ ~ I 1 1 Inv Out= 36.00 L602 -_-_-_-f- > ,r.~. tir-_-- _-_-_-_---_--a-_-_- - _ _ L602 Inv. (5ut= 350.00 ~ ~ ~ ~ _ a.. _ RI = 371.00 l
NCDOTCL2Rip-RaP - ---r----- , - NIF ~ - - ~ - I s ~ . - nv. ut = 366.12 NCDOT CL B RtP Ra I . o ~ r -r-_- - 1 0 I I 11 p I I - ~ \ 12wX10LX18 dee i ~ , ~
I I 1 u - ~ -r > > >-r r > 1-------------------------- - 1 20 w X 16 L X 30 deep r----~-------f ~ - ~ ~ s. - - - - - - - - ~ . S&GREALTY,LTD i - ,t_ --I-------------- 1 1 , r_-_-(-_-_---/-----._- = - - > ? - 7-- Ex. 2"-22" Poplar, - I 7 - i ~ ~ "~On Filter Fabric ' i ~ ~ ~ ~ i
DB 8960, PG. 1257 , ~ , , On Filter Fabric _ _ _ _ _ r. - _ - ~ , . _ _ F- r J 1~ J - - - ---i-----/-~--- - - ~ DS> ~ _ - - Sweet Gums, Pine:-r- - - - ~ ~ . , ~~i i,~
BM 1970, PG. 354 i i 3flZ.5a / i _ - - - - - - - / - - - - - - - > > > ~ - -1-.- - Oaks & Ma les - _ - PIN # 0735.82.6882 - - r , ~ ~ - - - - - - - /0 ;1'~2~~- f' -~ir~~iyi~irs'_3`_' - -

_ I I I ~ I ~ , I ~ ,
I ,1 r , _ _ _ . 1r- ~ - :<:{f'ti - - - - - • ~s. _ - - ~ _ - - - - z.:-}~aEx. 22"POPLAR F-_-_-_-_- - ~ I I i I ''i - ~I .
_ I I~
_ .1 _ --P•. - - - F- - - a ~-Flared End motion G~ - - x- s - - - ~ - .--art _ _ _ - - - ~ - _ ~ I
/ - -•---_------s.-,; _ : - -_-t-_ L802_-Inv0ut=358.20 - y~ ~ - - - - - - - - - \ ! f ~ ~ I
z~ . ~ •~r - - - r--r-~- - -t---------NCDOT CL 2 Rip-Rap ~ - ~ ~ ~ - _ J ~ -~-_-,~Trt rtR~ - - -I - f _ - _ _ - - - - - - r -t~ - ~ - - ' - t 1 II - -1- - ~R r - - - - - r \ , ' ~ ~ r,, , ~ .
- - ' - - - - - - - _-_-_---25 w X 22 L X 30 deep. j~, - RR~ - - - - •.i - +f- - - Ex. 24 PLART~„ ^T, - - - - - -:70AO~hank_36046 - - - - S -i f-_'` ''r. - - 1 - - - - ~l'~n•~rt rt n^.'.-~- - - - 1-- / 1 1
~ t OnFllterFabnc - - r~ - - _ _ ----r I I
tt ` I ~ ~ ' I Curb Inlet C-01 ± i
r - - - - - - - - - - - - - - 1 _ _ - - ~ - 22-"POPLAR _ i - r _ _ RIM = 355.00 I ~ .
r - - - -------~---•_-_•-_-_-Toe of- - --359]4_-_'- - ~ { - - - ::-i:f-_-~----_ J ~ _-~_-_-_-_-_7----------- - - - ,~`~-,.7,r: - - f / r_- . a--~-- ~ 16tWide R .Seesecs r ~ ~ I . ~ - Inv. In = 351.57 ' ; I ~ I . ~ ~
- _ _ NCDOT End Wall #838.11 - . - - _ - _ • > -~-_-_Existing Trees to Remain. -_-_-:\--_;rt R° / vsr , specs, Inv. Out = 351.37 , i ' v9t; ~ ~ t ~ ~ ~ `
o r ~ , - - - I x 4'-3" hi h - - _ - ~ (o-~- _ - ~ - - , - - - - t - - - - - - - - J -10-10"ong 9 - - - - _I J " ~ ~ ~ ~ 1
~ ~ 360 ' ` ~ \ ~ I I
/ / i - - - - - - - - - - - --UNDERWA E _ - - - -1'a- - - ~ RIM = 365.50 L603 _ 7 1 1 \ ~ ~ II II
~ i r-- - ----------------------GROUNDSHO YP)___-_ - - _ 3_ ~r _ 'I - - 1 J ~ _ - _ _ _ _ , _t_,.,~ . nv. Out = 356.50.-- - -1- / ~ 1 1 I
f ~ i' I 1 , ~ I'
~ - _ - _ _ - + - - - - - - - - -~Ex. 18"POPLAR ~ t i ~ ~ i I I 9~ I I
- - - - 1^^ rained - - - t~ - - ~ ~ ^ .K~-- i' I I
-_-_-_-=""="r_Ex._18"PINE _ T-- -~.--------_---Ex. 32"POPLAR-.....--- - r \ ~ ~ 71 ~~I ~ \~Q ICI( ooP,)~o I
_ _ _ - - - - - 1 r - - - - - - - - - - - - - - - - ~ - - - - - - ~ Q' ~ I . I I I I i ~ l l
Flared End Section E a ~ - : - .-_t 8' wide Jute Mesh.- - - ~h ~ ~ ~ ~ , I ~ ; ~ ~ .
Inv Out- 365.00 - - - - - _ - ..rte-~-- - x. 16"PINE ~ - p
NCDOT CL 2 Rip-Rap - - - - - - - ~ - _ - - - - - y r ~ \ ~ 1 1 9 ~ ~ ~ I
- - - - - - - - - - - - - _ - - - - - 8 Wide TRM.~ee specs - - - - 16 w X 14 L X 30 deep - - - - - - - _ _ _ _ ~ ~ ~ I Project Plan Sheet Key I~
_ On Filter Fabric _ - - - - - - -~,,.r- - - - - - - 1 ,~r f ! r ~ - - . -370 = - - - ~ - - - - ~ ~ , ^ ^ ~ 1 ~ t I I 02-SP-129 f ~ \ t ~ } I APPROVED TOWN OF CARY
! a 37 _ t ~ ~ 360 o I I Approved by Date:
- - - - - - - ~ 1 ^ ~ o ` ~ ~ ~ Planning: Date:
I f ° ~ - ~ t ~ ~ E- , Engineering Date: X15 RCP @ 1.0% ~ t ~ ~ 1 ~ ,
_ _ Bioretention Basin s ^ ~ ~ ~ , ' 11 ~ ~ ~ ~ 10 Drain Inlet C-02 ~ ~ M
i ~ ,RIM - 355.00 W „ ~ ~ NrF r~rE~~BE® o®~8'Yf~~~VlO~I
- Dr inlnletE01 s ` \ r..~..,. r I ~ ~ Inv. Out = 352.00 ; o ~ ~ FERRELL INVESTMENTS
1 t t t ~I a LIMITED PARTNERSHIP AIICon:tructionmuatbein i ' ' ' ~ ~ I I DB 8096, PG. 796 accordance with the Current Town of
-i----- ~Inv.Out_ 367.50 ~ 1 1 K, . , , - F - - - , t t I~ I I P ` 10 Drain Inl t B- 1 ~ ~ , ~ IN # 0735.92.5433 Cary Standard Specifications
r ~ ~ e 0 I.r ~ ~I ~ , ~ W and Detaila ~ l ~ t RIM = 373.00 u
~ ~ !i: \ ~ ~ ~ ~ W. Inv. In = 369.94 ~ ~ E'' ~ o 0 0 o O U~ Q G~ p L ~l i~ ~ G~,s
Stormwater C! snout ~ r r ~ ~ ? CPP.~.,-~,~ t ~ ~ S. Inv, in = 368.13 ~ ~ t/1 a ,
ypical L2ot 1 ~ _ _ _ ~ . ~ ..-fi-... , I , I ~ ~ \ Q@ i f' t E. Inv,ln=368.71 x ~ ~ 3 ~~~~~~~Q~~
1I I I 1 . ~ \ ' ~ / spa ~ a ~ t Inv. Out = 366.52 , ~ (/1 ° ~ ~ ~ ~O H ~ n ~ 9 x 1r~~ M..~ I ~ ~00~
~ ~ 00 ~ i ~ ~ . ~ '0 \ t ~ ' '
1 I I Spllway ~ 374.50 ~ ~ \ 1 , , 1 ~ , \ 37 ~ ~ t ~ i I '~0 ~3 ~ 1 ~ i
" I • \ 1 3~ 4 Ex. 7 16 Sweet Gum, 1 1 ~ \ 1 , / Oaks And Poplar Trees ! 1 ~ \ 1 ~ / ~ 4 ~ ~ ~ , ~ ~ 11 Curb In et B-10 ' ~ i
I ~ I ~ ~ x RIM = 376.30 i ~ ~ ~ ~ o o
1 I I ~ I l \ \ 1 v x Inv. In = 369.69 ; , ~s
1 I i / , 3 J I I I 8' Wide TRM. ` 3~ 31~ , ~ ~ ~ ~ ~ Inv. Out = 369.49 ' ~~wC ~ ~ ~~~4[~~ I I I
1 I I Sees s \ 1 1 1 ~ ~
~ ~ \ 1 ~ r i In t ,
1~ r I I ~ ` \ 1 r \ \ ~ 1 I .F 1 2 , . f RIM = 377.80 ~ ~ ~ 2100 Morrisville Parkway ` I ~ ~ Morrisville, NC 27450 ~I
370 ti 1 1 I I \ \ ` II / , \ 1 / ~ 'S ~s .Inv. Out = 370.00 ~ ' ~ o _ ~ 1
1 ? \ ~ \ o ° \ 1 4•Future Mobile ~ 1 I tt y• ~ 3-5 \ 1 1 Classrooms I ' ~ x \ ~1 ~ I ~ ARCHITECT'S PROJECT N0. 020380.00
~ I ! I ? ...6 CPP \ ~ \ Paved Play / 3Zfi.ElS1 I
I I • . • \ ~ _ I \ \ 1 pe I 7 ~ ~ U ,
1 I .;Bioretentlon Basin- s \ \ \ , e1`~ / ~ ~ 1 w 1 1 1 ~ 1 t~ J 7 N ~ \ / ~ ? ) , ~ I
i 1 1 L603 ~ \ ' ~ I ~ , . I ~ . \ \ 381.00 1 381.00 1 ` \ , , ~ f ~ i , ~ . ~ ~ I N c a o
4' R L ~ ~ ~ ~ ' , ~ o ~a1 O o01 850 SF 'Di `
Flared End Section A a ~ I ; 1 . 1 1 1 ~-IlIl ' ~ ~
Inv Uut y3 .w 190 38230
NCDOT CL 2 Rip-Rap / Q~ 10
16'w X 141 X 30 deep Drain In et 13-~,2A A
8 VC 8" PVC \6" PVC 6" PVC 76" PV I/ On Filter Fabric 1 , . / 38254 a Ds 352.54 a_ 2 RIM = 379.00 'DS Co ;D I 'S. Inv. In = 371.05
N I F 'I ~q I VM1_2Q Co 452 SF NILDA F. CARPENTER a. " 4"DS DB 7274 PG. 815 4 DS 4 DS 4 DS 1718 F i2 SF co E. Inv. In =36938 „ _
4' In ' D_S 11 1 SF Inv. Out= 369.50 T Scale. 1 - 40
1 DS SF 4" DS PIN # 0735.80.8885 1718 SF 1,716 SF 1,718 SF 452 SF 452 SF - . ,
Co • L 382.54 10 Drain Inlet A-06 Drain Inlet 9-12 381 SF I = 380.50 1 0 Drain Inlet A-05 _ - ` et 9-12 10 382 0
RIM - 377.80 40 20 0 40 80 120 T7,80 ~ ~ 3 January 2003 CAREL
SEE SHEET L202 FOR SOUTH PROPERTY