20010309 Ver 1_Site Plan_20010302

l~~',
Ct10 STORM DRAINAGE SCHEDULE i.
Pipe Upstream Downstream Dischar a Ca a i iz ri I Length v Downstream Slope Average Velocity I '
Run Structure Structure g p c ty S e Mate a ft Upstream In ert Invert % ftls l l ( ?
P204-203 CB204 CB203 1.6 7.6 12 inch CMP 86.5 348.20 334.90 15.38 5 6 P202.201 CB202 CB201 2.8 6.6 15 inch RCP 29.0 330.00 329.70 1.03 4.7 ~ I" '
2-3" SURGE STONE L@Ye~ Spreader (not to scale) ADD P203-201 C8203 CB201 1.9 6.3 12 inch RCP 152.0 334.00 329.25 3.13 5.5
& GEO-TEXTILE FABRIC F P201-200 C8201 FES200 5.9 16.0 15 inch RCP 49.0 327.00 324.00 6.12 8.6 P 6405 8404 1 li 405.404 C C 3 3.7 12 mch RCP 101.0 375.60 374,50 1.09 3.9
V ~ GRAPHIC LEGEND P404-403 C8404 C8403 1.9 3.0 12 inch RCP 29.0 374.25 374.05 0.69 3.8
Vegetated y., .:.Transilion diver ' , • n s>on ".-..~„1 y ~ vx~. +•r 1o0grade EROSION CONTROL DEVICES P402.401 C6402 C6401 0.3 3.7 12 inch RCP 72.5 375.80 375.00 1.10 2.6 '
p . r r• „ P403-401 C8403 C8401 2.4 3.8 12 inch RCP 109.0 373.85 372.60 1.15 4.8 P401-400 CB441 FES400 3.6 12.6 15 inch CMP 61.5 362.00 354.00 13.01 6.7 4
P504-503 C8504 C8503 1.9 3.9 12 inch RCP 83.0 375.60 374.60 1.20 3.9
\ / ,~dvb,r, y.w~ r / TEMP, DIVERSION DITCH ,~-,y ~ r~ V p 'Y~' M W L P503-502 C8503 CB502 2.6 3.6 12 inch RCP 110.5 374.35 373.20 1.04 4.8 ' P502-501 CBSD2 MH501 3.7 10.9 12 inch RCP 23.0 368.65 366.50 9.35 8.3 I
^ y ryl,''`v'~~': • it iM` V• A' y„ • ' P505-501 CB505 MH501 2.8 11.3 12 inch RCP 74.0 374.00 366.50 10.14 8.3 I
y „ w• ,r N StablhZed PROTECTED INLETS TO BE r + . rr I a. • . i? \ I~/ ~ ~•y y„ a~, ,?y ~ slope l~ .a~ ~ PROVIDED AT ALL STORM 5 P501-500 MH501 FES500 6.4 10.1 15 inch CMP 24.0 358.00 356.00 8.33 7.4 il' 506-210 C8506 C8210 0.9 3.5 12 inch RCP 66.0 378. 7 ~ S I I /-1 90 3 8.25 0.98 1.4 J
Stable a• STRUCTURES TH Y AR L5 P210.209 C6210 C8209 5.9 6.4 15 inch RCP 65.5 378.05 377.40 0.99 4,8
undisturbed •I AS E E outlet ~ '4~ ~ ~ ~ ~ ~ ~ r P209.208 C8209 C8208 9.1 9.6 18 inoh RCP 90.0 377.15 376.40 0.83 6.2 P208-207 CB208 CB207 10.2 25.0 24 inch RCP 49.0 375.90 375.30 1.22 4.8 Architecture
w,.~l. h w.~. ~ w i• CONSTRUCTED ~I bl fir. ~ ~J\ ~ i'~ P207-206 CB207 CB206 14.2 23.1 24 inch RCP 153.5 375.10 373.50 1,04 5.4 Landsca Arahlteat r
' ~ 4 ~w ~ w -X X-- SILT FENCE . P206-205 CB206 CB205 19.8 43.3 24 inch RCP 112.0 373 30 ~ u e 369.20 3.ss s.a P~annln
4. • • (LIMIT OF GRADING) L 705.604 CB705 CB604 1.3 3.4 12 inch RCP 108.5 377.75 376.75 0,92 3.3 9 205-205A CB205 CB205A 20.2 24.0 24 inch RCP 89.0 369.00 368.00 1.12 7.0 lnterl0r S(n ~ De g
n ~m rl / i I' •'•I 1111 ~A • 604-603 CB604 CB603 2.7 7.5 15 inch RCP 75.0 376.50 375.50 1.33 4.0
0 0--0 TREE PROTECTION FENCE 3 i,,d' II, • ~ (LIMIT OF CLEARING) L5 205A-602 CB205A C8602 20.7 26.0 24 inch RCP 197.5 367.80 365.20 1.32 7.1 603-602 CB603 CB602 3.2 7.8 15 inch RCP 71.5 375.30 374.25 1.47 5.2
GrOSS S@CtIOn 602.601 C8602 MH601 25.2 59.8 24 inch RCP 43.0 365.00 362.00 6.98 11.9 i,'''
16 601.600 MH601 FES600 25.1 44.4 24 inch RCP 26.0 347.00 346,00 3.85 10,2 PO Box 1308 P704-703 C6704 C8703 0.7 3.8 12 inch RCP 61.0 379.50 378.80 1.15 2.0
r-PERMANENT BASEN ~ ~ ~ ~ SLOPE ORNNS (IF REQUIRED) - 300 South Dawson Street P703-702 CB703 C6702 5.3 7.5 15 inch RCP 137.0 378.55 376.70 1.35 4.9
Material Variable ------T ~ ~ ~ L5 in ~ 6" SOCK DRAIN slap ed ~ ~ L6b ~ P702.701 C6702 CBT01 6.2 8.4 15 inch RCP 29.5 376.50 376.00 1.69 6.5 Ralel h, North Carolina 21602 9 P701.700 C6701 FES700 8.9 9.9 15 inch RCP 42.5 373,00 372.00 2.35 8.2 faX: 9!9.828.4050 ~
Pl~e • ~ ~ TEMP, HORSESHO FI TER DAM 16 g P901-900 FES901 FES900 48.9 107.3 30 inch RCP 226.5 377.00 361.50 6.84 15.9
s - . E L ~ I~ - I--- ~•l~••.••• 6 SCHEDULE 40 PVC L5 P805.804 DI805 DI804 0.5 3.7 12 inch RCP 56.0 387.00 386.40 1.07 2.6
' I I ( m . = , Q 0.5/ SLOPE 1 Ir1i1T ! . _ .1-T --1 FLARED END SECTION WITH "-I . JI(l~ll) ~I I~ ~ I = ?II' LEVEL SPREADER 1 ~ 1 ~ P804.803 DI804 Di803 1.0 3.8 12 inch RCP 35.5 386.20 385.80 1.13 3.6 ~.8~.5~T ~ Co rl ht 2000 i PY 9 P802.801 CB802 C8801 5.0 6.8 15 inch RCP 63.0 380.70 380.00 1.11 4.7
. Iil_II ~ --Illi'1 Level lip ~II I IIII_IIII~ ~ = 13' LONG X 7' WIDE 12a ~ RIP-RAP VELOCITY DISSIPATER P803.801 DI803 CB801 1.3 5.1 12 inch RCP 261.5 385.60 380.20 2.07 2.5 Seds
~ 1 ~ i- Ls of spreader _ , 1,1.=JIB I~-'~'~~ ,I~,~ _I l III III~~' III(~l~ = i - (SEE CHART SHEET. L-2A1 P801.11 CB801 C811 11.6 12.3 18 inch RCP 201.0 379.25 376.50 1.37 7.5 io, / ll' I P12.11 MH12 CB11 4.3 4.5 12 inch RCP 62.5 383,00 382.00 1.60 6.2 e yti,Rt$'~ .~r A~~mp sr'~~
I --!L-~?11~III~: e~~ed = II VIII ~I I I I ~ P11-10 CB11 FES10 16.3 38.9 24 inch CMP 64.5 368.50 362.00 10.08 9.3 ~~`~''a ~°E a J°t ~ ~ - '
e• min P101-100 HW101 HW100 196' 48 inch 2 R P 8 ~ '1~'1`"' ~ ~g ti,~ ~ C 6 .0 325.50 323.50 2.94 15.1 ~ ~ F-
Notes: •Q100 , + 6 RCP is Class III Reinforced RCP Pie r~~
LEVEL SPREADER CONSTRUCTION SPECIFK:A710NS: ~1 . , CMP is Corrugated Metal Pipe / .
~ O s° /r 1. THE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE EXTENDING 6 INCHES OVER • ~ ° _ to : , HW is Concrete headwall ~ ' / +S 5
THE UP AND BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE / ~ N , ~ ~ .~a~ / HW,~ at HW101 is 330.69 a
THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOOAND BESECURELY ~ N° r / i' , HElO IN PLACE WITH CLOSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12 ~ o+ ~.I , ~ / r , rN STRUCTURE SCHEDULE ,
INCHES LONG. oA _ ~i. , , r ~ I I Top of Slab, Grate
2, ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM / ii ~ ~ r I ~ I I RUNOFF. ° ` ~ • ~ ~ ~ I I I I Structure Description or Curb Elevation Bottom Elevation Structure Depth ,l
/ ? ~ C'1 , ~ r l I 1 I 3. CONSTRUCT THE LEVEL SPREADER ON OT FI ° ~ ~ ~ ' ~ • ~ I I ~ I UNDISTURBED SOIL (N U.). / , , ~ , ? ~ , , I I FES10 Std CM Flared End Section nla 362.00 nla Associates /Consultants CB11 Std Catch Basin 385.50 368.50 16.5
4, CONSTRUCT A 20 F00T TRANSITION SECTION FROM THE DVERSION CHANNEL TO ~'i % ~ ; ~ r I i i I ~ 1 I BLEND SMOOTHLY TO THE WID ° 1 - / ~ ~ / r I I I TH AND DEPTH OF THE SPREADER. / 1 , , , I I I 1 MH12 Std Concrete Manhole 388.00 383.00 5.0
5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED ° ~ ~ , ~ ~ i r i i ~ I STRUCTURAL ENGINEER FES200 Std RC Flared End Section nla 324.00 n!a ~ ~ i CB201 Std Catch Basin 334.25 327.00 6.8 Steel Technologies '
. / + I SLOPE NOT TO EXCEED 10 /o, MAKE SURE THE SLOPE IS SUFFlGENTLY SMOOTH s ~ / : ~ / ~ • / I I I` I I I TO KEEP FLOW FROM CO / + ` ' ' / ~ ' ~ ~ I I ' I I I NCENTRATING. + I I I I I CB202 Std Catch Basin 334.25 330.00 3.8 P.D. BOX 121
e. IMMEDIATELY AFTER LEVEL SPREADER CONSTRUCTION, APPROPRIATELY SEED / ° ~ / I I ?I ~ , I CB203 Std Catch Basin 338.90 334.00 4.4 Rock M n N 1 4 i~' I y ou t, C 2 80
AND M E • ~ / / , / I I I ~ i ULCH TH ENTIRE DISTURBED AREA OF THE SPREADER. / ® 1 ~ , _ , I , I I I I , I C6204 Std Catch Basin 352.20 348.20 3.5 Phone 252.937;112 2 C6205 Std Catch Basin 374.70 369.00 5.2
i r,, / I 1 1 1 I• C6205A Std Catch Basin 381.50 367.80 13.2 E E TRI P M L C CAL & LU BING
CB206 Std Catch Basin 379.75 373.30 6.0 r n h W
Table 6.40a + ~ ~ . , I , ~ \ i / 1 I I I ? 1 1 C62D7 Std Catch Basin 381.80 375.10 6.2 C e S D Consulting Eng. ~ CB208 Std Catch Basin 381.80 375.90 5.4 4008 Borret Dr.
Mlntmum Dimensions for Dosiyn Flow Erttranco Widlh De th End Width U th ' / ~ % ' / , '1 ~ I I 1 , \ P ~9 0 ~ / / r t •a I I cfa ~ / / , 1 I , I 1 , , Level?Spreader --minimumdlmenabrtlniaet-- , , , , , ~ I 1 , ~ ~ C6209 Std Catch Basin 361.80 377.15 4.2 Rolelgh, NC 27601
~ / ~ P ~ / ~ 1 I i I I \ i / / ~ , ,I , , , , 0.10 10 0,5 3 10 / / ? I I 1 , \ C6210 Std Catch Basin 381.80 378.05 3.3 Phone [phone] ` ~ \ FES400 Sttl CM Flared End Section nla 354.00 n!a '
o , , 1 I I I 1 , 1 1 , , , ~ ta2o 1s os 3 20 / '1 I I 1 , 1 \ , , ` t ~ MECHANICAL \ 1 \ \ 1 \ CB401 Std Catch Basin 379.80 362.00 17.3
2x30 24 0.7 3 30 / , ~ , , ~ , / / , / ~ I, , I 't 1 , \ \ , \ \ \ \ > > C6403 Std Catch Basin 379.70 373.85 5.4 Lee Air Conditionin
~ / / / I \ , r I I I \ \ \ \ \ ~ 1` CB404 Std Catch Basin 379.60 374.25 4.9 1759 Costleborry d. ` \ \ t 1 CB402 Std Catch Basin 379.80 375.80 3.5 Clo ton NC iii' '
\ \ \ \ \ ~ ~ C6405 Std Catch Basin 379.60 375.60 3.5 y '
\ ? \ \ \ \ FES500 Std CM Flared End Section Na 356.00 nla Phone 919,5536957 ,:,~I \ \ ? \ ~ \ \ MH501 Std Concrete Manhole 371.00 358.00 12.0
\ \ ' \ ` \ t t \ CB505 Std Catch Basin 378.00 374.00 3.5 FIRE PROTECTIQN ' j '
1 LEVEL SPREADER ~ ~ / ~ FLAG U ~'&EC I ' • , , CONSTRUCTIO.tf / , / 1 \ \ , r \ ~ \ ` ~ \ CB502 Std Catch Basin 377.50 368.65 8.4 i I I v \ , ~ , \ , ~ , Associated Flre Protection , ,
L-2a + ~C ~ 115;• ' AM ~I \ \ \ \ \ \ C6503 Std Catch Basin 379.60 374.35 4.8 5121 Widespon Dr, \ \ \ \ \ \ C6504 Std Catch Basin 379.60 375.60 3.5
• y s 1 1 \ \ , \ ? ` \ ~ C6506 Std Catch Basin 382.50 378.90 3.4 Raleigh, NC 21611 ~ ~ \ \ S ~
\ ` \ \ \ FES600 Std RC Flared End Section nla 346.00 Na Phone [phone] ~ ` \ ~ ~ ~ H 1 n r eMa \ ~ \ ~ \ ~ \ ~ t f ` M 60 Std Co c et Whole 369.00 347.00 22.0
/ / , o - 3 ~ ~ \ \ \ \ \ \ \ A C6602 Std Catch Basin 381.50 365.00 16.0 CIVIL ENGINEER
i / / 1 ~1 \ \ ~ \ \ ~ \ , ~ _ 1 , \ \ \ \ ~`,\\,\~~s \ \ \ \ S ~ 1 1 C6603 Std Catch Basin 381.90 375.30 6.1 Withers & Rovenel
' \ o \ \ ? / / / IZ \ \ \ \ \ ~ \ ~ \ \ t 1 ~ C6604 Std Catch Basin 381.40 376.50 4.4 \ \ \ ~ ~ 0 \ \ , t 111 MacKenon Drive ? t FES700 Std RC Flared End Section nla 372.00 nla
~ ~ / \u'~~•\ ` \ ~ rN 111 ~ Co,c25 ~ ~ \ D ~ ~ ? \ ~ \ t CB701 Std Catch Basin 381.50 373.00 8.0 y
\ ~ ~ \ ` ~ \ ` c67D2 Std Ca Basin Phone 919,469,3340 \ ~ ~ A ~ \ t tch 381.00 376.50 4.0 ` ` ~ \ ` ` ` \ CB703 Std Catch Basin 382.80 7 \ ~ ~ ~ <J \ ~ ~ , \ \ 3 8.55 3.8
\ , , , , / ~ 1 i \ \ \ \ \ ~ Q ~ \ \ \ CB704 Std Catch Basin 383.30 379.50 3.3 Project ost•07t
\ ~ ~ , , X101 ~ ~ . ~ / ` ~ \ \ V,1 v1 4~ \ ~ \ \ , \ \ \ \ CB705 Std Catch Basin 381.50 377.75 3.3 U1 ~ \ ` \ ~ \ ~ \ \ 1 CB801 Std Catch Basin 384.20 379.25 4.5
1 \ \ \ \ ~ \ \ \ l r~ A \ \ \ CB802 Std Catch Basin 384.60 380.70 3.4 \ \
\ t \ \ \ \ \ • <J \ \ \ \ \ \ ~ ~ \ ~ 1 01803 Std Catch Basin 390,00 385.60 4.4 \ ~ \ \ \ \ \ \ ~ \ ~ 1
\ \ • / , / I I~ k \ 1\ ~ v v 1 1 ~ / / ` \ / \ `y~ , ~ 1 \ / \ 0 , 1 ~ \ ~ DI804 Std Catch Basin 389.60 386.20 3.4 \ 1 \ \ \ \ \ \ \ \ t \ i 1 \ \ ~ ~ \ \ ~ ~ t 1 DI805 Std Catch Basin 389.60 387.00 2.6
/ 1~ , \ \ ~ 0/ / ' \ 1 \ \ \ b, \ \ \ 1 \ FES900 Std RC Flared End Section nla 361.50 nla
/ / I ~ 1 , 1 ` \ \ ? ` ~ \ ~ 1 Std RC Flared End Section ~ \ \ \ \ \ \ ~1 \ , \ \ ~ FES90 nla 377.00 nla I \ \ \ \ t, \ ~ \ \
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~ \ • /tom / . ~ ~ , Im - \ \ \ ~ / 1 \ 1 ? coo woods Pro Inc Its ncral er
/ . . lam. / / ~ I 110 / t r' Q•r ~ ~ \ \ 1 ~ 3100 Smo)tetree Court i ' ~ ~ 1 \ \ \ \ \ \ \
~ ~ ~ ~ \ \ , t ~ \ \ \ ~ Suite 600 \ ~ . v \ v A v v v ? i~
/ \ ~ ~ ` ~ ~ ~ v t 1 v~ vv ~ ~ Raleig}>, NC 21604 1 \ \ \ \ \ ~ ~ ~ i, ~ \ \ \ \ t \ 4 \
` I ~ ~ ` 1 \ ~ ` ? (919 872.4924 ~I \ \ ~ ~ it
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I ~ l v - \
I ~ ~ ~ ~ \ ` iii ~ ~ ~ ~ \ . ~ ~ ~ ~ 0 ~ 10 20 40 80 120 FEET
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/ / ' \ ~ \ - - \ . \ \ ~ ~ 1/40 SCALE
~ \ ~ \ \ ~ ~ i•~• Drawing Title
~ ~
, \ , ~ ~ / r ~ GRADING PLAN A y .
E ~ , / / / ~ v
~ ~ ~ \ ~ \ ~ \ l I ~ Revisions E .A V ` ~ A ~ ~ V ~ ~ ~ ~ il',
~ ~ \ \ ~ ? ~ 1 \ \ ` t t \ ` t ~ I Number Description Date ?
I / / / ~ ~ ~ ~ ~ t \ ; ~ \ \ ~ 1 PLAN REVISIONS 2/19/01 v v \ ~ \ v A ~r ~vA 1 ~ A ~ ~ ti . ~~,~i
~ 1 r , 1, \ / / / / / ~ ' , ~ :3 6 K q \ \ 1 r r / / l l/ i / X 8 0 v A.v , v ~ ~ , ~ ~ , . ~ ~ \ 2 ADD SIDEWALK 3/19/01 ~ ~ - \
~ ~1 r 4 r / /il/ / y// ; / / / ~ \ \ \ \ ~ , \ \ ~ ' ~ \ ~ 1,, ` t ` ~ \ ADD BOTTOMLESS CULVER 9/7/01
1 I / , / \ \ ~ \ ~ o ~ ~ ~ • , ~ ~ 4 DELETE BOTTOMLESS CUL RT , !
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1 , I ~r~~ / / / r / ~ - - - - ~ - ~,~-•~-•`Q~L~T~I--~-~ In~~ ADD PERM, FILTER BASINS 11/26/01 ~
i~ 1 1 1 \ IV. l / / / / 1 I l ~ \ \ \ \ \ \ \ ~ \ I \ • I ~ Drown By JDC MAY i
(SIDE-B)~Checked By SCS - i
I I \ I / / / / 1 \ \ \ \ \ ~ 11 ! l / t I t l ~ \ \ \ \ \ \ \ \ \ i \ a J 1~ CQ Date Issued 1/02/01
! 6 \ \ \ \ \ \ ~ \ tko
/ I / / a~//./ / ! 1. 1/1 x r ! l \ \ \ \ \ \ \ ...\WESTON10610711L29rade.d9n 1/91/01 10:50:57 AM PIT 400 / Edl 0 /0 I
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LINE TABLE CURVE TABLE LINE LENGTH BEARING CURVE LENGTH RAD]US CHORD BEARING war 10N PaAK
L2 54.97 N06°49'15"E C1 312.18 460.87 306.25 S61°49'22"W ~5 , srAti~oRO a S/
L3 84.11 N41°36'38"E C2 379.95 696.62 375.26 N65°42'13"E DRIVE-, r m i b
Lq 43,52 S47°11'59"E C3 217.30 894.93 216.76 S56°45`09"W P NW. CARY KY, a A
L5 110.82 S36°28'06"E PROPER7YOf L6 59.85 537°06'28"E ANY1L INVESTIkNT5L70PARiNERSNIP esi n S 1 TE ~
OB 7811, PC 0014 L7 61.19 511° 49' 18"E P1N 0755521147
L8 58.77 S76'46'S5"E t~rt 00GP Architecture
L9 56.02 570°09'30"E • ~ Landsca Architecture Pe ~ ~
l10 50.38 536°06'36"E ~ ~ L11 46.31 S25°02'40"E 1 ~ 54 NE. Planning
L12 52.99 S32°10'08"E 1 ° R " Interior Design D, o NORfOLX SWTHERN
: ~ L13 66.21 522 58 58 E ~ RAIL ROAD
L14 26.13 S27°04'37"E PROPERTY OF ~ CARY, NC
L15 17.82 520°07'09"E ~oearoGVCr~4raN ?k P!N 0755411988 / / L16 49.47 S47°36'46"E zoNE: PECP PO Box 1308
L17 37.70 S76°26'31"E usE:aFFIGE µ 300 South Dawson Street
L18 14.49 S09°21'11"E ° • „ Ralelgh,North Carolina 27602
„ ~ 1 L19 21,40 S48°50 18 E ' ~ ~ VICINITY MAP - SCAtE• 1 • 5000 F x• 919.828.4050 a.
L20 41.10 581°22 54 E ~ ' ~ ~
L21 35.19 S75°16'04"E ° L22 41.33 S34°13'49"E 9r9.82i 5547 C Copyright 2000
/ ~ ~ L23 31.53 S49° 02' 48 "E PROPERTY of ~ 1 ' seals
: NESrRIDGE A7 rfsrON i / ~ L24 36.33 S26 50 54 E OB 841J PG. 2115 i 7' 9 PIN 0755415770 ? / / \
L25 4 8 S12° 45' 34 "E roNE PECP / ~ i / \
L26 46.02 S19°42'18"E usE:uHDEVELOPEO / ~ \ ' •
L27 43.82 S64°12 57 E / ~ ~ ~ ' „ i 1 ~ L28 56.41 562°09 55 E / , ~ ,c . s a ~ J° k f
L29 25.83 S41°11'31"E ~ ~V ~:~8. • S~, ~ d, ~
• a \ ? ~ / g0 .9. ~ 1 - - ' a 9- PRA°ERTY OF I °'r` 0 a ou r,~ -
~ 1 .6 pew YTS OBS412B•GORPOR6TfQY ~ °'..,fJ l PIN 0155.01-SI-5880 I - II
• /990. PC SBO 1 a au s ~6 NONE! OSfP ~ .R~'
.~f9 USE: OFFICE i - , • r _ _ r In A A a
• 9~ - ~ ~ ~
~h, / • ~ ~ ~ PRLWERTY DF • • MESTRIDCE OFf1CE \ • 1 ' ` - ra In - Associoies /Consultants
OB 8196 PC. 1951 / ~ fir; PTN 015541J510 • ~ • ~ ~ ~ • ' - I I r I 'A A e men on oson
ZONE: PECP • / / ~ ~ : \ r 1 USEt UNOEYELOPED ~ \ ~ a TR NIN R STRUC U AL E G EE ~ _ _ IT hnl i
/ ~ v` • Im n I n rOSI n Stee ec o og es e e ao 0 ~ P.O. Box 7217
~ - - kMnN 21804 A an Roc ou t, C sca e Y
~ ~ ~ ~ Phone 252,931,1122
~ ~ ~ ~ -4 - Lan sca e- ~ •
PROPERTY Of ~l~E ` \ ~ ELECTRICAL & PLUMBING
S SERVICES INC. I • ~ ' ~1 ~ ~ N/CN 18 PC. 494 •/'~'•~"~,y^T, • \v ` \ ~ PIN 0T5SJI4T41 ~I"" ~ ~ / • ~ a SCa e Crenshaw Consultor En . ~ 9 9 4008 Barret Dr,
ON ~ / / ~ ZONEr PECP , . ~ST . ~ USft UNOfVELO.°EO . ~ ' ~ ~ -4 an sca e- ~ Raleigh, NC 21601
/ , ~ \ ~ Ph n ~ 1 719600 _ _ o e 9 9,5 . ~ II le eas
/ + ~ r ~ ~ MECHANICAL
a / le ears 3 . Lee Air Conditioning
' .,1L• 1 ~ ~ ~ / aua tau ye;1i~ ~ ~ ~ / SIDE-A - 17 11 b rr Rd. ~ ( ) - A ree urve 59 Cos e a y L
/ • 1 - = ---==t=~- - ~ i-~•~ MATCH-LINE----• I n N ro, C aylo , C
7 / ~ A- ree urve ; (SIDE-B) Phone 919,553,6951 ~ ~ m.w
° 0 Alan tw • , ` / • r PROPERTY DF a ^ ~ / ~ ?t'••' H10NN0005 FORSYTH ~ I b M~ I / ~ ~ ~ - Ihln In , 1 a FIR PR T TION ~ . , ° E 0 EC \ _ .
,t / ~ LIMITED PAR7NERSHIP 1 / =n'? M / / , PORTION OF / _ _ Associated Fire Protection
/ na• • ~ ~ ~ a PIN 0755.18-10-8940 / r n 1 1 A11 0o a ~ ~ • 5121 Widespan Dr,
° ~tua ~ ~ ~ - - c 1 1 Rale1 h, NC 27611 ~ eva Ion 9
. / Phone 919.553,4021
T E ~ A ~ ~ ~ P 1 ~ ' PRCwEarr aF - - \ YTS SYSTfN3 C04PORAl/QN oar an • OB,B1,. ~ 641 „ , CIVIL ENGINEER
is4oi e / / / ° I 4f000 RSF m 48,000 RSF ~ ~ a~ ~ ~ I ~ PIN 0153.0,-30-9018 ~ 1 _ _ 16 1990. PC 12M 1 1 Wi h r Rovenel Iv In t s& ,P c~ eaaS e
~ STOR ! ~ e ~ I a • sroRr ~ h ~ . ~ ~ . p h 7 AorLSr ~ ~ / USfr !lCNT YANUFACrIA41NG 111 MacKenan Drive
,L~ ~L9r, ~ ~ . ewa w r / j r 1 I I \ ~ - - . i 1 r n . \ ~ I oo a car , Na 27511 \ ~ Y
~ 1° iu i I \ ~ • _ _ Phone 919,469,3340 111 • eva Ions
~ I ~ ~ ~ ~ I Nro ~ . ' ~ , _ Protect 061.071
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~ o. . , ' ` \ ~s PRESSPART. 1NC. ~ l ' ~ \ ` • W 1992, PC 1014
~ . ..........era sera . , ~'o I \ ~ ¶~~e Q \ I.T„ r P1N 0755.04-80-1477 c o Hi woods Pro iti~ I>1~ i~ eneral rtacr ~ n ZONE: Odle 1 1 0 1
m ~ _ o. / ~ Y(/ USE: MANUFACTURING ~ ~ ~ ~ 9 ~ 3100 Sinoketree Court
~ 221.43 " ~...lJ..l,~... . N85 06'31"W 572.1D' •'•~•+•°~.~5~:~.~..~.~.~.. e ~ ~ Suite b00 p
\ •~a Ralei NC27b04 - ~ ~
~ M601 \ 919 872924 t
PROPERLY OF ~ , O ~ ~ ~ z~~4oa ~sF
AWRY EARP Aq~E OB 4020. PG 950 W~ PIN 0755.f8-40-6411
10~F0 t AGRICU LIME USF: I9UEKLQ°f0 I O . t 1_ ~i {N~
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PROPERTY OF SCA NORTH CARCk1NA
DB )17~PBfRO 91 PfN 015492885 ~ O ~ 5~ n n ZONE: PECP u w
USEr GARDEN APi1NT5. Revisions
Number Description Date
0 PLAN REVISIONS 2/19/01
© ADDED SIDEWALK 3/19/01
© IV 9/7/01
ADD BOTTOMLESS CULVER
12.5
0 ~ 25 50 100 150 300 FEET _ ! _
Q~ Drawn By J~SL
P ~o~ B COVER
V- 100r-0n 1 ( Checked y SCS,M SCALE1AY 1 S
C~~ Dote Issued Q R 1/02/01 -of . ~Fo No
_ _

GENERAL NOTES
1. All construction to be performed to current Town of Cary standard
s ecifications and details, both within ublic R,O.W. and on private property, P P
2. Two Dumpster /Recycle locations to serve all three buildings, Owner shall
provide Town of Cary with Cross Access Agreement.
3. All asphalt drives & parking areas to be edged with curb and gutter or
concrete sidewalks. _
hall cam I with "Guidelines for Curb Cuts and 4. Physically impaired curb cuts s p y
Ramps for Handicapped Persons", r I
5, All measurements are to the back of curb unless otherwise noted.
PROPERTY OF . Width of arkin s ace in curve measured at end of space nearest radius point. ~ A P 9 P 2S1 n
ANVIL INVESTMENTS LTD PARTNERS 1. Contractor shall notify utility companies to remove and relocate utilities as PARTNERSHIP
DB 7811, PG 0014 required to construct project. Notify and coodinate with Owner's underground Architecture )14
PIN 0755522947 irrigation system (Weston Parkway) maintenance contractor regarding system c Architecture ~ ~ Londsc pe
, modifications (abandonment and/or temporary plugging of lines, relocation of Planning
ZONE: PECP USE: 00 sprinkler heads, valves,lines, etc.). Interior Desi n
~ 8. Ensure all ermits relative to this project are obtained prior to construction. g P
9. No changes to any aspect of this site plan ,including but not limited to
landscaping, grading, building elevations( especially colors), lighting, or
~ utilities will be mode without the approval of the Development review PO Box 1308 group of the Department of Development Services 300 South Dawson Street
~
1 10. All HVAC s stems shall be screened from off-site views y Raleigh,North Carolina 276
1 ~ l • 11. All dumpster and cardboard recycling locations will be screened from off- FOX: 919.828.4050 site views.
~ ~ ,i ' 12. Where existing vegetation fails to function adequately as required,(ie. buffer 9l9821,554T C Copyright 2000
~,i type A,B,C and 100' Thoroughfare Corridor Buffer) the Cary Site Inspector reserves
~ 1 ,i ' the right to require supplemental plantings in additionto those shown on the planting plan seals
~1 ,1 , based on actual field conditions.
1 13. All exterior site lighting will be designed to prevent off-site glare. y„ . ~ ~ ' „ ~
PROPERTY OF ~ ~ 14. The size of the lantin area and size of /ant material at maturit shall P 9 P Y . °t
T N WESTRIDEGE A T WES O , allow fora 2.5' bum er overhan from the back of curb, ~ . P 9 ,
DB87O4 PG. 1544 °4 15. All tree rotectian fencin shall be maintained until all site work is P g ~ f1
~ G PIN 0755417988 , ~ • o ~ ao cam leted .The fencin shall be removed rior to the final site inspection k 6 P 9 P ~ I
ZONE. PECP , / ,i for the certificate of occupancy(CO). ' ~ ~ 16. Utility equipment and facilities associated with on-site electric ,cable ,
USE: OFFICE e N ~ , ~ ~ le hone as or other similar utilit sahall be screened to the extent top ~9 Y
s ible with ever reen lantin s . Plantin s shall allow for a minimum of po s g p g g
- ~ a 5' clearance around the structure to allow for access. Additionally ,any
~ ~ side of the structure havin a door or lock, the lantin s shall olow fora 10' Associates /Consultants 9 P 9
i ~ s i ~ clearance. The amount of clearance shall account for the site of the TR T R NGINEER S UCUALE
~ o' ~ plant material at maturity. Steel Technolo ies 9
\ \ 1 17. All curb radii are 5 unless otherwise noted P.O. Box 7211
~ ~ 18. For complete boundary information see Cover Sheet, Rocky Mount, NC 21804
/ f ~ Phone [phone]
° , ~ • 1 ` • TRI PLUMBING \ ELEC CAL &
~ ~9. G ~ ~9- a'\ Crenshaw Consulting Eng.
/ 6 \~'9. ' `~0 6 \~e- 4008 Barret Dr. ~ - PAVING LEGEND
\ t~' , 1 . i ~ ~ o \ F Raleigh, NC 27601
• d 4 ~ ' . \ HEAVY ASPHALT- 10/ L-6 Phone [phone] \
PROPERTY OF ~ . ° / I,. ~ 1 I-2 / 2 BINDER / 8 CABC MECHANICAL
WESTRIDGE AT WESTON , . / '1 Lee Air Conditioning 1759 Castleberry Rd.
OB 8423 PG. 2275 / ~ ~ / PIN 0 7554 9 5 7 70 ~ ? ,.''~1 \ LIGHT ASPHALT- 10/ L-6 „ Clayton, NC
~ s ~ / ° ZONE. PECP ~ ~ / / 1 , \ 2 I.2 16 CABC \ Phoney 919.553,6951
NC T ST ~ ~ • ~ / / USE. UNDEVELOPED ,i ~ P I ,
,S 0 SGN,. / / ~ 7 1 N R T PAVIN ~ L-s FIRE PROTECTION COCEE G 6
' ~ R 35'-6" ~ / xOP OF ,BANK AS . • FLAG FU 8Y S&EC ~ . ' 6" 0 4004 PSI Associated Fire Protection ~ ~ a '
i (d STOP BA~~ ~ ~ • , i AM ~ a , ? 5121 Widespan Dr. ' Rolei h NC 27611
» ,'L ~ , ! 'WITH ARR S , : ~ / . I ACT ~ , M~ i h g, a ? Phone [phone]
, / 1 ~ ,
o o. ~ S CIVIL ENGINEER ?
a , ! ~ ~ 1 ? Withers & Rovenel Cp S ~ 111 MocKenan Drive
i ~ ~ °1 • 1 0~ A ? ~ Cary, Nc 21511
i ~ ; 1~ G • ~ ? Phone [phone]
, a 1 m ~ ~ ~ ~ ~ ~y 1 PROPERTY OF ~
~ i ~ o ~ ~ o o ~ ~ r ~ i G MTS SYSTEMS CORPORATION Fra;ect Ds,-o~, ,t` ? }7
~ e ? ~ ~ ~ ~ , ? ~ ~ ~ . DB 4 9 28. PG 656
. ? '1 ~ ~ ? PIN 0755.04-59-5880
MB 9990, PG 580 ? •
• . 1 ~ ~ ZONE. 0&IP ~ ~
/ ~ ' USE : OFF 1 CE s . p
1 ~ O ~ ~ ~ ~ ~ ,
Q ` / i \ ,I ~ 1 ~ / \ \ .9
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T GE OFF 1 CE ~ / ~ ~ ~ R 522 -6 \ WES RID ~ _ ~ \ ~ ? \ ~ ,
~ ~ ~Q 1 • DB 8196 PG. 195 9 1 \ 0 ~ \ \ ~ ? ~ \ ' Client \ ~ ~
h ~i' ,;i 1 i i PIN 0755493590 , ~ ~ \ \ ~ \ ~ ~ ? ~A ~
ZONE. E ~ ~ • \ ~ A / \ ~ ?
USE. UNDEVELOPED ~ 1 ~ ~ ~ PR \ ~ ?
\ ~ ~ \ 1-I~ woods Fa I~ml~dParrcllersht
p o C i , ~ ~ ~ ~ ~ ~ , / ~ ~ 1 i' Y \ P ~ ~ ~ ? al er , o~oHi woods Pro rti IaG its o>lor
\ ? I~ ~ g ~ ~ ~ 3100 Smoketree Court
, / • S~~ w 1 \ ~ ~ ~ \ Suite 600
\ ~ ~ Ra1ei NC 27644 gh,
TOP=368.74 ~ , 0 qr a. g ~ • IN-362.,2 ~ : ~ r r \ \ ~ ~ . 7.4924 (919) 8 2
= 1.92 ~ \ ~ a F(` ~ I \ ~ ~ ~
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\ ~ ~ ? LAYOUT A yF ` ~ CGS \ \
. F ~ r ~ o
~ ~ ~ Revisions gyp., ~ ~ ~
~ ~ / ~ • ~ Date ~ ~ ~ ~ ~ Number Description ~ ~
i / ~ ~ 0~'\ ~ R VI i NS 2/19/01 \ ~ ~ PLAN E S 0
9 ~ ~ ~ ~ ~ ADD/WIDEN SIDEWALK 3/19/01
1 , / / ~ . / ' 1. \ ~ ~ ~
1 / / \ \ • V ~ ~ ~ 9/7/01 ~ / BOTTOMLESS CIjLVERT ,
1 / / / • ~ / . \ \ r~.~t . i'tT5 27~r~t / A~
1 / /
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nV /o / R 93 6 / Cb R 39 6 1 Dc"~1~~, Checked By SCS L-lA (SIDE- B)
17 1 R 39._6 \ \ 0 C a Date Issued 1 X9-6 NCDOT STD 1/02/0 . of. Ll CC)
15 \ . ' ~ STOP SIGN Nof
PROPERTY OF l l / Q PROPS o R'25 • cTnn AAA \
„rruumnnC FnPSYTH
\WESTON\061071\L11ayout.d9n 11128101 02:43:39 PM

GRAPHIC LEGEND
EROSION CONTROL DEVICES
6 ¦ / TEMP, DIVERSION DITCH L r mi ae
PROTECTED INIETS TO BE PA esi n
PROVIDED AT ALL STORM 5
STRUCTURES AS THEY ARE L5 Architecture
CONSTRUCTED Landscape Arch(tecture
4 -X X- SILT FENCE L5 ' Pfanning
(LIMIT OF GRADING) Interior Design

0-0 T TI N F 3 0 TREE PRO EC 0 ENCE
(LIMIT OF CLEARING) L5 PO Box 1308
300 South Dawson Street
P RAIN (IF R UIR ) 16 Sl0 E 0 S EO ED
L5 Ralelgh,North Carolina 27602
T MP HOR ESH FI T R DAM 16 E S OE L E Fax: [phone]
l5 9l9.821.55~1 C Copyright 2000
FLARED END SECTION WITH
1 RIP-RAP VELOCITY DISSIPATER L5 seals
(SEE CHART SHEET: L-2A1
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v ~ ~/I I I / 1 ~`l I I I i ~ I STRUCTURAL ENGINEER
l i i Steel Technolo ies I I g
P.O. Boz 7217
~ 1 ~ i/~i i i l/ I 1 .I I I / i , , , I I I I / ~s ~ I I I I I I 'I ~ I MnN 1 4 I , Rocky ou t, C 2 80
' 1 i/-,' I I~ I I / ~ , , ~ / I I I I I I'~ 1 ; I Phone [phone] I t , ~
~ , i/ I I ~ I I I. I ,N,.. i I I I ~ 1 ~ I ELECTRICAL & PLUMBING
~ i / I 1 1 I I I I I~ / ~ - , 1 1 1 I I I 1 ~ I 1 1 \1 ' rnhw n tin n. I 1 \ Cesa Cosut gEg
' r~ i~ 1 'a 1 I I I I I• I • e i~ i ~ ~ 1 1 1 I I I I ~ 1 ~ 11 1 4008 Barret Or, I ' ~•1 ` ` Rolei h NC 27601
0 ~ r , 1 ~ I I I l i l`~ 1 1 g• I , 1 ~ 1 ~ , Phone [phone]
, . 1 I \ • A ' I' i i i , 1 I ''.I I I 1 I I 1 ~ 1 \ ~
~ ~ , ~i~ r I I I '.I 1 1 t 1 ~ `I 1 ~ MECHANICAL I t ~ 1• \ 1 1
• ~ i i ~ ''~I I I 1 1 1 1 / / 1 , . , 11 \ 1 1 lee Air Conditioning 1 1 1 \ \ \ 1 1 \ ~ \ \ \ 1 1759 Castlebarry Rd.
d , i / iy~~ , / / ~ ~i rl 1 / I I '',1 \ •11 ~ ~ \ t\ \ \ ~ 1 11 \ \ . \ 1 Clayton, NC
~ ~ / / , I I _ / ~ / I r ~ I I 1 1 ` \ ~ ' ` \ 1 ` 1 Phoney 919,553,6951 i•,, \1 ` ~ 1 1 1
/ , s i , ~ ~ , i / I • 9 i i 1 rl:' ~1 , I I I 1 ~ H OA/ . i 1 \ \ \ \ \ 1 ' \
\ , ~ , , 1 ` 1 FIRE PROTECTION \ \ \ \ ` ~ 1 1 ~
• \ \ \ 1 1 \ Associated Fire Protection \ \ , \ \ ~ \ 1 . \
CONSTRUCTIQN' ~ % ~ ~ ~ , 11 ' • AM 1\ ; ~ ' ~ \ \ \ , , \ , 5121 Widespon Dr, \ - , \ ~ Ralei h NC 21611
\ , ~ ~ \ \ \ \ s Phone [phone]
~~r I ~ ` v ~ ,v A
v ~ , v v ~ ~ ~ s CIVIL ENGINEER \ ~ ~ e. ~ \ Q
V - ~ , • , / A \ 1 ~ \ ~ ~ \ ~ \ \ v' s \ ' 1 Withers & Ravenel
~ r 1 \ \ ~ \ O / ' , 9, ' O ,n\ ~ ~ ~ ~ \ ~ D~ ` \ \ \ ~ 1 1 ` 111 MacKenon Drive \ ~ \ A O ~ \ 1 1 \ \ ~ \ \ w\, \ , 1 Car , Nc 27511
~ v \ \ , Y \ \ 1, ~ \ 9 ~ \ , Phone [phone]
\ 1 ~ \ \ ~ A A \ \ \ \ \ \ 1
• , / , i / / ~ / 1 ~ `1 A ~ \ \ ~ \ ` Project 061-071 1 0 1
\ V ~ ~p~ \ V A V \V A 1 A A 1 ~ lJ" '7 \ • \ 1
\ \ \ \ ~ \ \ \ 1
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\ \ \ ~ ~ ` \ ~ coo ' woodsPro >ti I>ici~ Herat er
\ r ~;C of \ , ~ r , ~ _ , / ~I / _ \ 1\ \ \ \ ` \ \ \ , - ~ ~ \ ~ ~ ~ \ ~ 31Q0 Smaketrec Court
/ , ~ ~ ,I r a~ \ / r I / ~ / . ~ ~ to Q ~ , f0 ~ .1 1.\ \ \ \ \ \ ~ ` \ ~ 1 \ \ ~ \ \ \ \ ~ \ \ \ \ \ \ \ \ Sarte 600
\ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ ~ \ ~ \ . ~ \ \ ,1 \ \ \ ? 7604 \ \ \ \ \ \ , 1 1 , Raleigh, NC 2
r r~' ` I I \ \ \ ~ 1 1 \ I \ \ \ \ 7 \ \ \ \ \ - ` , \ ~ , , \ \ \ 1 . , (919) 872924
\ ~ \ r ~ 1 \ \ \ 1 ~ \ ~ I 1 1 1 \ ~ \
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. i / I / / , i \ ~
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r i r I I I ~ ` ,ice ~ • 11 ~ \ I r• r r r/ r ~ I /i ~ ~ .
\ ~ , , GRADING PLAN A \ \
~ 1 I ~ ~ ~ ~ / ~ I / / / ~ ~ ~ ~ ` ~ .N' i/ ~ ~ 1 / ( / l / / ~ ~ ~ / ~ ' 1 / / / i ~ ~ ~ \ \ \ ~ \ \ ` \ r t r
1 \ ~ ` \ \ Q \ \ ` 0~~A~ ~ \ 1~ \I 11 Ir ~ Revisions
x,01 1 , , \ \ ! / ~ / / ~ # ~ ~ ~ ~ \ ~ ~ ~ rf' 1 ~ ~ 1 1 \ 1 1 ~ I Number Description Date
. ~ / , ~ ES 40.Q _ , i i ~ 1 ~ r ~ / r / i. / , _ 6 0 ~ ~ 1 1 1 , / it ~l / r ~ _ _ 6 ~ ~ • ~ ~ \ \ \ \ ~ 1 \ 1\ ~ • V P AN R VISIONS 2/19/01
` ~ ~ ` ` ` "QY ` ~ \ 1 ~ \ \ ~ , ~ \ ~ ADD SIDEWALK 3/19/01
,a' ' 1 / I / i r r,1, / , / - ~ ~ ~ ~ ~
~ 1 ! / ///r r / ~ ~ ~ ~ , 1, \ I / ~ / / / ~ ~ y'' ` ~ \ ~y'\\ ` ADD BOTTOMLESS CULVER 9/7/01
~ I f / / r / ~ ~ ~ ~ / / ~ / / ~ ~ 3 1 ~ , II t ~ / r/ / ~,r r ~/r ~ / / l ~ _ ~ ~c ~ ~ ~ ~3 \ ~ ~ \ ~ ~ , \ , 1 \ ~ DELETE BOTTOMLESS CUL ERT
I / ~ / / / _ ~ \ ` ADD PERM, FILTER BASINS tt/26/01 ~-fit- . - ac; - , - . ~ ' ' , -
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\ / ~ / \ ~ n / / I n ~ I 1 PROJECT DATA ~i ~
R 93 -6 . , ~v v , ' Pro ert address 1530115201 n P rkw end 15101 Westo o a ~ PY Y
~ ~ ~ / / . r F II i i \ ~ , / R ~9 -6 NCDOT STD. \ ° ' ~ - wn r f tract to be~ ~ Oeo
. /
/ ~ STOP SIGN \ ~ ~ ~ HI hwoads Fors th Limited P r hi artne s 9 Y P
~ STOP BAR ~ m k r ourt 3100SoeteeC
/ ~ o, . \ ~ • Suite 600
co . O / \y , / ~ Ralei h NC 21604 ~ -
/ STOP BAR , . ~ \S ~ / ~ \ 9
/ ~ ~ / 50 FT NCDOT STD. ~ F \ : \ I 2 * \ ~ Zonin ~ PEC-PUD • 9 I
/ FH STOP SIGN \ ~ , • I • Use Office (Buffer Class 6) •
/ FF ~ • / • . A ~ esi n
/ / / \ ~ / ~ . ,6 Total Arrea e of Tracts 25.02 AC ~ 9
/ 9~ / . U ISTUR / , . , \ ~ ~ • p ~ Wake Count Pin ~ 0155.18-40-8940 Architecture \ Y
FFER 1 / \ ~ Landscape Architecture
~ \ ~ Gross S care Foota a of Bulldln 15301(X) • 48 800 SF Plannin Q 9 g
/ / . , .r ~ R 4329 -5 ~ / , ~ , . \ ~ ~ PROPERTY OF Interior Desi n ~ g
/ ~ , ~ Number of Parkin S aces Re ulred 163 (1 s er 300 sf) ~ ~ MTS SYSTEMS CORPORATION 9 P q P P
~ III ~~a . / ~ ~ • ~ ~ Number of Porkm S aces Provlded~ 220 ~ , \ ~ DB 4811 ~ PG 641 9 p
~ f 1 ~ / . R / R 883'-45 ' . • ; . \ ~ ~ PIN 0155.04-50-9036 ~ \ \ PO Box 1308
/p IQ ~ 6~_ II l~ • ~ Gross S uare Foota e of Buddln 15201 (Y) • 48 800 SF ~ \ MB 1990?PG1274 q 9 9
T / . • . . ~ 300 South Dawson Street ~ ' \ ZONE: 0& I P .
. ~ I \ l l A - 38.562 • A e , ~ Number of Parkin S aces Re it • 1 (1 er 300 sfl Ralelgh,North Carolina 27602 \ u ed 63 s ~ ~ USE. LIGHT MANUFACTURING . g P Q P P
/ \ / • / ~ 771 F • . , ~ ~ • Fax: [phone] ~ \ ~ Number of Parkin S aces Provlded~ 220 ~ 9 P
A 16 7 9 , , RD \ / A R ~ _ 15 D2 • • 3 .Q • ~ ~ \ ~ ~ ~ 9l9.E21,5547 C Copyright 2000
0 765.01 . PIN \ ~'m / ~ . ~ ? , • ~ Gross S uare Foota e of Bulldln 15101 (Z) 21400 SF
D ~ Ro r q 9 9 \ se°19
~ cv ~ 1 I ~ I \ ~ ~ \ , 0 ~ Number of Parkin S aces Re it ~ (1 r 0 f) u ed 92 s e 30 s
~ o ~I o / . • >J 'U~ 18'-611 I. I_ II i „ • ~ ~ . 9 P Q. P P ~ ~ . \ Num r f P rkln S aces Pro 4 e ~F~.Fi ~ ry
I~ 125'-11" 25 0. 18 6 ~••0 1 ~ 9 P 9 ~C~ W ~
~ L • ~ T ~ OTALS M • 6
I 3 ' • t (v ~1 I RD ~ I t ~ ~ • \ ~ ~
o hp I RD L-6 t ~ I • .r- I . . s Total Bu11dm SF• 125 000 SF ~ 9 ~ - ~
I'` , , 1 ~ ,o ~ I• I i ~ ~ ~ ~ Tatal Parkin Re d~ 418 s aces ~ ~
z ~ ~ , I , 6~•0 1 ~ . 9 q P 1 F ~ , i ~ ,
II ~ I - ~ ~ / Total Parkin (Incl. hdc 559 s aces 9 P p \ ~ \
I nl 1 • / 1 ~ Total Hdc .Parkin • 11 (re .and ro.)
I I la i• I I ~ 1 I ~ ' ~ P 9 Q p ~ / ''J Associates / Consultonis ~ 1 1
,r ~ \ ~ . -J • , ~ ~ I I RD I I 1 1 I ~ ~ - • . landsca e Brea 167 706 SF/ 3.8 AC 5 / P
• ~ l - I I RD 1 ~ STRUCTURAL ENGINEER Im ervlous Area 361548sf/ 8.3AC ~ P ~ Steel Technolo ies
I • t~ + f I I . . 1 1 9 f / / L $ P.O. Box 7217 Denuded Area• 151410sf/ 11.25 AC
1 I / ~ 1 , / / kMnN 14 / ~ Roc y ou t, C 2 80
1 I ' • . • ~ / Fire Lane Len th~ 3 660 LF ~ , 9 ~ Phone [phone] ~ / ;
I I ~ 1 I 'FH A /J • ~ ~ / - ~ Sanltar Sewer Totals• 682 LF
I I 1 I . , . _ ~ loP ~ ~ Y ELECTRICAL & PLUMBING / OF • / BANK
Z I • ~ • ~ • : 1 ,J of . ' ' ~ / Public Waterllne~ 3 651 LF Crenshaw Consulting Eng. / ~ 4008 Barret Dr, 5
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I I I I l I I I I I 1, I 1 ~ 1 ~ ~ Q ' I I J! ~ V \ ~ PALE 1 1 1 1 1 ~ 1 l l 1 1 1 A I I K xl I I I~ o I 1 1 1 11 I I I , ~ O O I ~ \ 1 , 1 1 1 1 1 1 1 1 1 1 \ l , , , r r , 1 , , / ~7 \ \ \ \ \ 1\ \ ~ \ ~ 0 110 20 40 80
Q I ANION 1 1 1 1 1 ~ O O ~ 1 1 ~ 1 1 1 / / ! 1 / 1 / \ \ \ \ \ \ \ V \ \ ~
\ 1 1 1 1 1 1 1 1 1 1 1 \ 1 1 l9 ~ / ~ \ ' 1 , 1 , , 1 / , I f ~ I 1 1 ~ I 1 1 I! ! I
, ~ \ 1 1 , , 1 1 1 1 \ l 1 II I r l I 1 1 1 i 1 1 1 1 \I 1 1 ! / r rr lr l ~ ' r ' 1 I ' ~ \ ~v v \v A 1• v w v~ ~ r ) 1 _ _ /I \ ` ` \ \ yt \ Drawing Title
~ I ~ 1 I 1 1 1 1 \ \ 1 1 1 I ! 1 1 ' I 1 1 1 I 1 1 ` 1 1 / l / 1 I I r 1 , I / , , ~ \ \ \ ~ \ I I f , \ \ \ \ \ \ \ ~ ~ \ ~ \ \ 1 -
r I 1 1 1 ~C 1 ~ 1 \ 1 1 1 11 1 1 1 1 1 1 1 1 1 1 I I ~ - \ I\ GRADING PLAN 6
I ` I 1 I 1 1 1 , 1 1 1 1 1 \ 1 1 1 I 1 1 1, TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR I I 1 \ , \ 1 \ I 1 1 1 , , 11, 1 , I I ~ .0 1803 ~ \ ~ I I I ~ r r , 390, x 9T \ \ \ \ \ ~ \ \
1 \ 1 1 J 1 1 , , , 1 1 1 1 1 EDGE OF BUFFERS AND STREETSCAPES ,THE CONTRACTOR SHALL I ~ , 1 1 , , 1 1 1 \ \ , 1 1 1 1 , 11 , , 1 1 I 3 ~ OiL\ \ \ Revisions
CUT MINIMUM 2' TRENCHES ALONG THE LIMITS OF DISTURBANCE, / r 1 ` 1 1 \ 1 1 1 \ 1 1 1 \ \ 1 ~ 1 1 I 1 A 39p 1 1 A 1 1 \ 1 1 1 1~ I I I l l l l I ~ v 1 \ ~ v A A I i I ~ I r r l `w \ \ \ \ i\ \ \ 1 I (1 1 1 I I I I I ` \ \ I ~TO PL \ \ Number Description Date
S AS TO CUT RATHER THAN TEAR, ROOTS, ~ 1 1 ~ 1 1 ~ I Q ~ I r .1. T 1 1 1 1 1 1 \ 1 f. 1 I / \ , 1 1 1 ` 1 \ 1 1 ` 1 1 1~ I 1 I ~ I , I I , I I I r ! , o~ \ \ \ Rp J \ \ ~ 1 \
2, THE TREE PROTECTION FENCE SHALL BE MAINTAINED AND THE , I I 1 , \ \ ~ Q ~ x \ \ 1 PLAN REVISIONS 2/19/01 , 1v 1v ` 1 1 1 I 1 I I I ~ ~ \v A A A \ \ V A \
SITE UNTIL ALL WORK IS COMPLETED AND THE FINAL SITE INSPECTION I ~ \ , 1 \ 1 1 1 \ \ ,I \ \ \ r , 1 ~ 1 1 1 1 I PRIOR TOTHE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED, I I I . \ \ \ t 1 I r r : \ \ ~ \ \ ~ \ \ I I Rm $04 \ \ \ \ ADD SIDEWALK 3/19/01 ~ 1 1 I I I I I I 1 / 389, \ ~ \ \ \
I I 1 1 ~ I I I I THE FENCING SHALL BE REMOVED PRIOR TO FINAL INSPECTION , I I I ~ 1 r I \ ..,l..r... 1 I ' I I I••••••r••^••~•••••'i~"'^••~•~••••~~••~•••~~•~• 5O'PU ER' \ \ 1 ADD BOTTOMLESS CUL E 9
FOR THE CO I I 1 1 ~ I ~ V , 1 1 1 I 1 I A ~ ~ I ~ I I I I \ \ I 1 I I I I 180 \ ` \ \ \ \ 1 \
I ~ 1 1 1 I I ' / 1 I I ~ 11 I I I I I I \ \ \ \ \ \ \ DELETE BOTTOMLESS CULV RT I 1 1 I I r \ \ \ f \ I 1111 l ~C I I i I \ \
I ~ \ I I I 1` I , I / , ~ 1 1 1 1 I I \ \ ` ~ v \ ` ADD PERM, FILTER BASINS 11/26/01 ' I I r v v
~i'i , -1~4, 1 1 1 1 ~ I X00 v ~ '~".-~w _ \ \ awl
A,1 I 1 1 \ \ ~1 Drawn By JUG,MAY
I 1 , ~k I ` 1 1 I 1 ~ 1 I` ~k \ \ \ 1 Checked By SCS I I 1 \ \ \ ~L'
..........r: .................L....... .J I \ 1 ^"t, < < Dote Issued 1/02/01 - of _
I ~ ~ ~ p 1 1 1 1 I I I \ I 1 ` 1 I ~ ~ ~ ~ `QO ' o o ~ I I I, I I I I I I \ \ \ \ \ \ \ F~ 0 0 01 I I \ \ \ NCB
I ~ ~ 1 ~ 1 1 I 1 I I I ~ ` 017.00 ~ ~ 1 I 1 I I I I ~ o
FXCT~ I l~ v v v `~FXCT~ PIP- 6

1
1 '
I ri
1
STORAGE FOR 1" RAIN EVENT X 1,2 - CMP RISER TO BYPASS SIZE VARIES SEE CHART GREATER THAN 1" STORM esl n
SEE CHART FOR SIZE I
p SOIL AND RIP-RAP RIM AND INVERT VARY SEE CHART Architecture
~ ~ . v FABRIC WRAPPED Landscape Architecture
i% ~ ~ UNDER DRAIN SYSTEM Planning
CONNECTED TO PVC 's OUTLET a'-o" interior Design Y ~i
/ICU'' Y ~ MIN, I VEGETATED SLOPE
~ b ~ I ~n~ ~ Z
1 ~ ~ PO Box 1308
I 300 South Dawson Street
d I ~..s' - ~ ~ Ralelgh,North Carolina 21602
~
FES ~ ~ ~ ~iU~ U~/ ~ ~ Fax: [phone]
V //AV !/~1V u - 2'-0 l~~ 2 SCH. 40 PVC 919.821,5541 C Copyright 2000
/~\Y/~ /AAy' /~V'' ~ FOR 1 CFS DISCHARGE i I ~ r
_ - _ _ ~ T SCH, 40 PVC W/ VALVE $8019
- - - ~ 13 LF OF LEVEL SPREADER - - ~ i Rr
- - - _ - - 1'-O" WIDE / 5~ ~.i~.
- _ ~ ~ i-r_ - - til a~ ~ it A ~ i! I~ ////~/y
- - ~w - '.L r. VG ~
_ _ - - V ~ _ _ li ~
_ ^^~.~"""^"w,,,,,n - i _ ~P,. r E,
FABRIC WRAPPED CMP OUTLET PIPED _
SOCK DRAIN IN 2' WIDE x THROUGH BUFFER 20 LONG z 18 DEEP TRENCH - - - Associates /Consultants
COVERED BY 12" UNIFORMLY - - T TR NIN R - SRUCUALEG EE - _ - -
GRADED MASON'S SAND ~ _ Steel Technolo ies - 9
CLEAR 5'-0"EACH SIDE- " ACH SIDE - I P.O. BOX 7217 E
OF PIPE TO MINIMIZE IMPACT TO BUFFER MINIMIZE Rocky Mount, NC 21804 BUFFER Phane~ 252.937.7122
~ STABALIZE W/ VEGETATION W/ VEGETATION
Section Throu h BMP Permonent P t ELECTRICAL & PLUMBING
Scale 3 ~ 1'•0" 16 STAKE IN FIELD TO Crenshaw Consulting Eng.
VERIFY OUTLET 4008 Barret Dr, ~DCATION Raleigh, NC 21601
AND ELEVATION Phone [phone]
MECHANICAL
lee Air Conditioning 1759 Costlebarry Rd.
Clayton, NC
Phone [phone]
Calculations for 85% TSS removal from 1 inch rainfall Parkwest II Volume
# Draina a Im envious % R (0.05 + Volume Volume increase Outlet g p PERVIOUS RUNOFF PROTECTION FIRE PROTECTION RIPARIAN BUFFER IM
Area Da SF Area SF Impervious 0.009x%Imp) Req'd CF for sediment Associoted Fire Protection
( ) buildup(1.2 times) MAINTENANCE SCHEAULE 5121 Widespan Dr,
CF Raleigh, NC 27611
ROJECT: ParkWest Two Phone [phone] P
10 125,045 85,605 68% 0.666 6941 8330 RESPONSIBLE PARTY: HIGHWOODS PROPERTIES, INC. CIVIL ENGINEER ADDRESS: 3100 Smoketree Court, Suite 600
200 51105 31,500 62% 0.605 2575 3091 Ralei h, North Carolina, 27604 Withers & Rovenel
26148 19,800 76% 0.732 1594 1913 400 , PHONE N0; 1919) 872-9924 111 MacKenan Drive
500 44,488 28,008 63% 0.617 2286 2743 Cary, Nc 27511 I. Monthly or after every runoff producing rainfall, whichever comes Phone~919.469.334D
600 193 356 167,588 87% 0.830 13375 16050 first:
Project 061.071
700 65123 37,200 57% 0.564 3061 3674 A. Remove debris
B. Check and clear orifice of any obstructions. C. Check pond side slopes; repair eroded areas before nexC
rainfall.
II. Quarterly
A. Inspect the collection system (i.e., catch basin, piping,
grassed swalesl for proper functioning. Clear accumulated
trash from basin bottoms, and check piping and drain system
for obstructions. ~ B. Check pond inlet pipes for undercutting. Repair if
necessary.
C. Repair any broken pipes.
D. Inspect rip-rap dissipaters and repair as needed.
Clienl III. Annually
~W
/ 0 0 outlet structure. A. Remove accumulated sediment from bott m f f
v If de th is reduced R B. Check pond depth at arious locations p
to 75% of original design depth, remove sediment to original WOOd9I~0 ~lIDltefll'~11CrS111 design depth.
C. Reseed grassed swales. Repair eroded areas. f~0 WOOdSPi~ 1~ Glclts eIlCr81 Cf
3100 Smo~etree Court
IV. General Suite 600
A. Mow side slopes according to the season. Maximum grass Raleigh, NC 27604
height to be six (6) inches. (919)872924
B. All components of impoundment system to be kept in good
working order. C. In case the ownership of the Impoundment Transfers, the
current owner shall, within thirty (30) days of transfer of
ownership, notify the NCDENR, Division of Water Quality,
Wetland Unit and the Town of Cary Engineering Department,
Stormwater Management Division of such ownership transfer. D. This property and impoundment is also subject to the
Operation and Maintenance Manual filed with the Town of
Cary.
Drawing Title
SITE DETAILS
Revisions
Number Description Doie
1 PLAN REVISIONS 2/19/01
2 BMP DETAIL ADDED 11/27/01
Drawn By JSVMAY L -6A
1 ~R)c 1,014 Checked By SCS Q 1, co 5 Date Issued
e o co _ of .
01 FO
...\WESTON\061071\L6bdetail.dgn 11128101 12:35:38 PM

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LINE TABLE CURVt TABLE O 5• ~'Ei ~ Ir,a 9 c
LINE LENGTH BEARING CURVE LENGTH RADIUS CHORD BEARING war i0N PARK Z
L2 54,97 N06°49'15"E C1 312.18 460.87 306.25 561.49'22"W STANFORD WES ~ i ~
L3 84,11 N41°36'38"E C2 379.95 696.62 375.26 N65'42'13"E DRIVE-, ~ r I
Lq 43,52 547°11'59"E C3 217.30 894.93 216.76 556.45'09"W L5 110.82 536.28' 06"E PROP RIY OF CARY PKK Nw• > ;
L6 58.85 537°06'28"E ANVIL 1NVEST~NrsLTDPARiNERSHIP S 1 TE
DB rBfr, PO 0011 PIN orsss??f1r L7 61.79 517.49'18"E er ` ,
L8 58.77 576'46'55"E 1°"csErr°ooC° Fo Architecture ,
L9 56.02 570.09'30"E ~ Landsca Architecture Ae w i ~ °
L10 50.38 S 6. 6'36"E ~ L11 46.37 525'02'40"E ~ •I ~4 ~ Plannln ~ g , ,
L12 52,99 532°t0'08"E \ \ " Jnterlor Design ' o NORFOLK SOUTHERN
L13 66,27 522'58`58"E ~ y'/ RAIL ROAD
L14 26.13 7° q'37"E S2 0 PRDPEarr of ~ • r i CARY NC r ;
L15 17.82 520°07'09"E ~088~O,GOCt "+4T0"~ a , L16 49.47 547"38'46"E Pri~sspECpaa / / ' PO Box 1308
L17 37, 70 usEt ar:FrcE ~ N 516 26 31 E • 300 South Dawson Street
L18 14.49 509°21`11"E ~ lel h North CarolJna 21602 '`~I' ,r , Ra g , 1~
L19 21.40 548°50'18"E i~ \ VIClNI TY MAP - SCAIEt 1 5000 Fax: [phone] , ~
L20 41.10 581°22'54"E \ L21 35.19 S75°16'04"E
i L22 41.33 S34°13'49"E 1 C Co rl ht 2000 ~ ' s~.eu5~ Pv 9
/ ~ l23 31.53 S49° 02' 48 "E PRGt°fRIY ~ , 1 -
L24 36, 33 4" ~ESrRIOCE Ar rESrca , / 526 50 5 E ~IN10755,157rOS , - ~ ~
L25 47.89 S12°45 34 E IDNE: PEGP , / " USE: UNDEVECD°fD / ~i. i / ' '~'~Rd r~~ ",~.t ~ r ~!".1/,,1'1;•4 °F»~~l
L26 46.02 519.42 18 E ~ , ~ ? ~ 7 43.82 " ? L2 S64 12 57 E ~
L28 56.41 562.09 55 E / ~ ~ ~ 1 ? ~ ~Y 4" ~;~g ~ h.
L29 2.5.83 541 11 31 E , a1 'w ' ~f yy`1d iii 1~ A
'I Yy1p~ Md~ • y- PROPERTY ~ a aU °
T SY IEMS ORPORA7 LW ~ r~ ~ .Y ~ ~r..~'i ~ y M S S C ! - Y ^rs t • D8 4118, PG 656 a i'~ ' P1N 0755.01-51-5860 - I' - ~ -°t ,A ~
`•F 1990. PC 560 a o U aC "F _ lrha ~ ~E, - u~ i~ MB
\ \ ° /p p0 y ~ :r\ /000' 1 ~ ' ?:9 •s9 USEr A°FLCf /.v°i~,; - , r In -A d A a
/ ~ • 9~ ~ I •
PRLWERiY Or / RESTRIDGE DYFlCE ° \ • ' ~ , - ra In ` Associates /Consultants
OB 8196 PC. 195f / \ \ . ~ 1 PIN 075511!510 ° ` ~ 1 ~ \ \ ~ . ~ / • - - e Imes a Ion roslon-
IGVEt PEGP / ; 1 USE) IAMDfYECOPEO •I ~ STRUCTURAL ENGINEER ` -
• - e Imes a Ion roSlOn Steel Technologies ~
• / ~ ~ ~ P.O. Boz 1211 ? -
. 4A- an sca e- Rock Mount> NC 21804 Y _ Phone 252,931,1122
-4 - on sca e
~ i i ~ ~ T I P M IN ELEC R CAL & LU B G
NIGNIODD~SERV1 ~S, ING. • • ~ • ~ • / • / • ~ i' ~bl !AI'~\ PIN 0155)11111 ~J r1"" • ~ / • ~ \ -4 - Lan sca e- \ ~ Crenshaw Consulting Eng•
IONEt PEGP .j1• EStON ~ \ usEt unoEYE,.aPED W / ~ ~ \ ~ - 4008 Barret Dr, \ -4 - an sca e \ Raleigh, NC 21601
afar ,i / ~ / \ - Phone 919.571,9600 \ le ears
/ ~ \
~ HANI 9 MEC CAL ~ le ears a • lee Air Conditionin
~ ~ (SIDE A) 1759 CaStlebarr d.
• ° ~ - MATCH-LINE----• Cla ton NC m. ~ Y
\ : SIDE-B ree urve Phoney 919,553,6951
o urr wy 1 / O / \ • ~ f PROPERTY OE I b/O t / ~ • +r'',' MOD75 PORSYfN ~ l ~ M / ° HiGN Y ti~~~ / \ ~ ~ .ree urve i~~~ . FIRE PROTECTION
' L1YI PORrfON pRSN1P / I / ~ ` Associated Fire Protection !
ur • t, I / ~ PIN Or5l.IH-10-8910 / / • l01E0 r IECfW / / / • . - n I n I I a 5121 Widespon Dr, i''
o tnc ! / < - 1 1 Ralei h NC 21611 Irln A11 0o a ,
! ~ / 1 \ g, ~ - - Phone• 919.553.4021 ,
a ! A , R P Y a~ • ~ / \ • PRGWERTY ~ ~ eva Ion \ MIS SYSTEMS CORPORA7IGY
/ 15501 ° Y 1 Mi i540! e ~ ~ ~ ~ v ° 45,000 RSF o 48,000 RSF ~ ~ ° ~ , r: ~ ~ 08 1611• PD 611 CIVIL ENGINEER ~~F!' P1N 0155.04-50-90J6 - - • i6 1990. PC 1?11 rl 00 an Withers & Ravenel
~ S>•OR 1 ~ b I n sroRrl r h ~ ~ ~ ~r aaNrp ~ ~ yNDER coNSr.~ ; ~ ~ ~ P \ USEt lf~~JACIG4lNC ~ _ 111 MacKenon Dnve
, - r • In 1 1 1 eva o s ~ ~ \ Cor Nc 21511 \ ~ Y•
I ' 1 WI I r m 1 ~ ~ ~ \ • _ _ Phone 919,469,3340 ~ 111 r n 1 o a 1 0
I f ry rm ^y]/ I ~O I \ . - - Project 061-071
rw~l ~ / I N ni ~ » I 1 1 I 1 1 IU n ea os
I i ~ r: , m I ~r it m ~ • - r In t i Wa a W r/ W e 1 ae ase
f I • ~ ~ ~ ~,X~,. ~ \ n ~ "
I, ~ ~ ~ I I I '.'48800 RSF ; ; ~ a r an a er ase e
\ . ~ ~ I I . Ii ~ ~9 - r II ~ and ar ewer an o e
~ - ~ I zI ~ N \ ? o~ ; I Y . , ~
m ;4$ : ~ - arm ralna e ro I e
~,r.r \ ~ I a'i'r arm ralna e role a
11 ' - ?'o x 1 ~ ~ ~ - ~
~ r I ~ II 1 arm ralna e e a s
~ ~ ~ I ~ ?I ~ ~ aer eal
~ ~ urr,ae, ? ~ , I \ v _ i ~
~ 6. ~ , \ ~ ~ . v ewer e als ~ ia~ ~
? • .ti I ~ 1 . _ Client ~ W n rkwa e Ian ~ ~ es o a \
I \ a s, I~ • ~ ~ ~ Im r vemen s ~ i + \
? ° Y i I . v ~ \ , . vl l'
? \ ~ ~ I i ~ Oa_ ° • ~ ' 0 a - -mI o `,'p 1 !ii \ I
? ' „ ~ - PROPERTY OF . \ s H1 woods Fo Ittmtt~Patmersht . \ ~ PRESSPAR7. 1NC. P 'i''
\ ~'M~171 ,r, , ~.o ..........>tYGI ~NR r . ~t17 ~I991.PC1014 I' ~ r; P1N 0755.04-60-3411 c o }Ii woods Pro ~ Ins its Fo~eral Cf I ~ IONE. Odle g j~' ~ U
t.~•° ? I / Ia USEJ MANUFACTORINC \ ~ ~ ~ 9 3100 Smoketree Court ^'w ~
- .L z,. 221.43 . N85'O6'31"W 572. ~.50~,,.~.~.~..~. O z 1 o ~ ~ Smte600
1 10 O - ~ ~ Raleigh, NC 21604 "
919 8124924 ' i
' who, PRaPERrr or ~ .
NARr EARP Ag04E D9 1020. PG 950 W~ P!N 0)55.18-40-61?1 ~ ~ .p 1
Z01E° r iCRltl[1(a9f DS[r (MEYEIfiF° CIO . . ~
OIL \ ; 1 ~
N. O 0 I I ~ l' 0 ,
OIN z'
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8' I~'.
300.85 ° 300.85 g els.ss~ rrsr, Al
Drawing Title
II i PROPERTY OF SCA NOR7H CARq.lNA
L7D. PARTNERSHIP O8 IT7J PC, OJ91 PlN 075491885 M M
t1~~NAPTANT. IIUO~IIIIU I'~ usE c DE s
Revisions " " I,
Number Description Date
PLAN REVISIONS 2/19/01 ,~j!
ADDED SiDEwALK 3/19101 'r ;,i
(,!,j
© 9/7/01 ~ ADD BOTTOMLESS CULVER

12.5 I!:
n I ~n tnn un inn c~cr
Q Drawn BY JSL
P ~I N COVER
SCALE V- 100 -0n ~ \3 ON~ Checked By SCS,MAY R 5 Q~ N
Date Issued Q 1. R 1/02/01 _ of- t F~
N~
IMP tl~c/~+I
t
_ _

_
.
GENERAL NOTES•
1. All construction to be erformed to current Town of Car standard P Y
specifications and details, both within public R.O.W, and on private property.
2. Two Dum ster / Rec cle locations to serve all three buildin s. Owner shall P Y 9
rovide Town of Car with Cross Access A reement. P Y 9
3. All asphalt drives & parking areas to be edged with curb and gutter or
concrete sidewalks.
4. Ph sicall im aired curb cuts shall cam I with "Guidelines for Curb Cuts and Y Y P PY
Ramps for Handicapped Persons".
5. All measurements are to the bock of curb unless otherwise noted.
PROPERTY OF Width of arkin s ace in curve measured of end of s ace nearest radius oint. P 9 P P P A esi n
ANVIL 1NVESTMENTS LTD PARTNERSHI 1 RTNERSHI P 1, Contractor shall notify utility companies to remove and relocate utilities as
DB 7811, PG 0014 required to construct project. Notify and coodinate with Owner's underground 4 Architecture
PIN 0755522147 irrigation system (Weston Parkway) maintenance contractor regarding system Landscape Architecture
ZONE: PECP modifications (abandonment and/or temporary plugging of lines, relocation of Plannin
S 00 UE sprinkler heads, volves,lines, etc.). g 8. Ensure all ermits relative to this ro'ect are obtained riar to construction. Jnterior Design
P P 1 P
9. No chan es to an as ect of this site Ian ,includin but not limited to 9 Y P P 9
landsca in radin buildin elevations( es eciall colors), li htin , or P 9.9 91 9 P Y 9 9 utilities will be made without the approvolof the Development review PO Box 1308
i group of the Department of Development Services uth DOWSOn Street
~ ~,i , 300 So 10. All HVAC systems shall be screened from off-site views Ralei h, Norfh Carolina 2T602
~ 9 11. All dum ster and cardboard rec clin locations will be screened from off-
~ P Y 9 Fax: [phone] site views.
1 1 ~ ' 12. Where ezistin ve etation foils to function ode uotel as re uired (ie, buffer 9 9 q Y q 919•B2~ 5547 C Copyright 2000
1 ~ ~ •i• type A,B,C and 100' Thoroughfare Corridor Buffer) the Cary Site Inspector reserves
i 1 ~ the ri ht to re uire su lemental lantin s in additionto those shown on the lantin Ian seals 9 q PP P 9 P 9P
i 1 based on actual field conditions.
1 , 13, PJl exterior site fighting will be designed to prevent off site glare. ~ ~ r ~~,t s~ ~ ,
PROPERTY OF ~ ~ - - 14. The site of the lantin area and size of /ant material of maturit shall a~~,.~~~~rria~~ ``t' r
W TR DEGE A T WES TON ES 1 , allow fora 2.5 bum er overhan from the back of curb, ~ ~ P 9 r I
OB8 704 PG. 1544 ~0 s" ~ G h I maintained until all site work is ~ " li('+. , ~ 15. WI tree protection fencing s al be ~ tom" ~ , ~ ,
PIN 0755417988 ~ ~ :PCP ~ ~9 ~o, ZONE E s / cam leted .The fenan shall be removed riar to the final site ins ection 1~ 1??P ~ ~ P 9 P P ,,,f ~ f ~ , , .i a for the certificate of occuponcy(CO), .a ~ ~
FF CE ~ b, USE 0 1 N ~ ~ 16. Utility equipment and facilities associated with on-site electric ,cable , "'~.,;.)r~,r r< <r-.~~•~
N ~ ~1 , r f • tele hone as or other similar utilit saholl be screened to the extent P •9 Y ~ Ewa
~ i possible ,with evergreen plantings .Plantings shall allow for a minimum of
- ~ 0 5' clearance around the structure to allow for access, Additionoll , an Y Y
do ~ side of the structure having a door or lock, the plantings shall slow fora 10' Associates /Consultants
~1 / ~ . \ clearance. The amount of clearance shall account for the size of the STRUCTURAL ENGINEER
• ~ \ ~ i plant material at maturity. I T final i Stee ec og es
• ? 1y 17. All curb radii are 5 unless otherwise noted P.O. BO>< 7211
, \ / I 1 I 18. For complete boundary information see Cover Sheet. Rocky Mount, NC 27804
' 1 \s~ s Phone 252.937,1122
, ~o / \ ~ ELECTRICAL & PLUMBING ~~,\y-
/ 6 9 s p Crenshaw Consulting Eng.
• ~ ' ~ 8-. 4008 Barret Dr. PAVING LEGEND
? ~ 1 • ' ti ° \ ~ F Rolei h, NC 27601 9
PROPERTY OF ~ 0 1 ~ HEAVY ASPHALT- 10/ L•6 Phone [phone] \ 11 Y II
• < . / ~ WESTRIDGE AT WES TON ? , . ~ 1 1-1 l 2 BINDER 18 CABC MECHANICAL
~ ~ DB 8423 PG. 2275 ~ s , / , ` tee Air Conditioning
PIN 0755415770 ~ / ~ , ~ ~ 1759 Castleborr Rd. ~ LIGHT ASPHALT- 10/ L-6 y
ZONE. PECP , ~ ~ ® NC T T \ Clayton, NC 2 1.116 CI~C Phoney 919,553.6957
USE: UNDEVELOPED ? / / ~ , • ,SfiOP SIGN,: / ~
~ 1 ? ~ R 35'-6" ~ . / ~'OP OF ,BANK AS . ~ CONCRETE PAVING - 6/ l-6 FIRE PROTECTION ti %
, . FLAG EU BY S&EC ~ • i a ~ 6" e 4000 PSI Associated Fire Protection ~`O
? , (~i STOP BA~~ • , ' _ ? RAM 1 • • 115..E 1 • a ,i 5121 Widespan Dr,
! ~ 1NITH ARR~ S , ' ~ / • II~ACT 1 i ~ Ralei h NC 21611 a`' g '
? ° R 5 -0 ~ ~ Phone [phone]
~ - , 1 ? o ~1 •s ~ CIVIL ENGINEER
~ Withers & Ravenel
s o 111 MacKenan Drive
~ ~ I ? -~1 , a~ ~ 12 A ~ Cory, Nc 27511 G
~ ? ~ ~1 ~ • / ~ ~ ~ ? o ~ 1 , 0 ~ . Phone 919,469,3340 PROPERTY OF B
p , ~ / G MTS SYSTEMS CORPORATION , ~ o root ~ J~ P o~ect 6
~ ~ ~ t ~ . • ~ ? ~ 128, PG 656 ~ 08 4
\ • , i / ~ ~ • PIN 0755.04-51-5880
1 MB 1990 PG 580
~ ZONE: 0&IP ~ ~
0 \ i \ / USE: OFF 1 CE S I.
~ ~ ~ \ ~ ~ / \ ~ ,
/ ~ 1 / \ ~ ~ J
I \ ~ 1 ~ / \ ~ ~ \ ~ '
i \ \ ,i / \ ~ ~
~ ~ ~ , ~ ~ ~ ~
PROPERTY OF ~ 1 \ ~ .f \ \ \ ` i \ \ ~ \ ~
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/ 1 I 1 1 1 ( , , I \ 1 1 1 I i 1 1 1 , 1 \ 1 I I I , ~ t 1 I 1 ~ ~ 6' ~ \ \ \ ~ \ \ Drawing Title
I ' 11 1 1 ~ 1 1 1 \ 1 A V A II / r l I I + 1 1 1 1 1 / l I 1 I l i ~ \ \ \ \ \ \ ~ \ \ \ 1 I i
~ I ~ 1 , 1 1 ~ \ \ / I 1 1 I I 1 ~ 1 ' ~ I~ GRADING PLAN - B , 1 1 I , I r , i , \ \ \ \ ~ \ l ` \ \ \
I ~ 11 1 1 ' 1 , 11 1 1 1 1 1 , \ , 1 1 1 1 11 1 1 1 1 1 11 , 1 I I I ,0 1803 \ ~ 1 1 I I I ~ I / , 390. x 9~' \ \ \ \ ~ ~ \ , L I I I I I r r \ I\ \ \
INT RI R I I I 1 1 1 1 1 1 1`\~`` I 1, TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE E 0 I ~ ` 1 1 , 1 11 \ , 1 1 1 I 1 1 I I I , \ \ \ \ \ \ \ \ I I i t J / 3 1 \ \ \ \ \ O~~„~ ( \ Revisions
EDGE OF BUFFERS AND STREETSCAPES ,THE CONTRACTOR SHALL I ( \ , , 1 1 1 , , + 1 1 1 1 1 1 + 1 ~ I I ~ IMITS OF DISTURBANCE , ' ` 1 1 I 1 1 I I\` 1 1 1` I I 1 1 1 , 1 1 I I I I I I I I 1 ~ \ \ \ \ ` 1\ 9c ` \ i I I. 1 1 I I I I f O \ t„f \ \ \ \ It ~ \ \ \ i I.Ij
CUT MINIMUM 2 TRENCHES ALONG THE L i I ~ \ + 1390 1 1 1 1 1 , 1 1` 1 1 1\ I I III I SO AS TO CUT ,RATHER THAN TEAR, ROOTS, ~~.r 1 1 1, 1 1 I l l l f 1 1 I \ + 1 1 , ~ I 11 I I I I r I I I I f f / ~0 \ \ ~TO P L \ 1 Number Description Dote t III I I I I I f / ~ o \ \ \ RD ~ \ ~ \ '.I I i I I I I I I I I I 1 1 / \ 1 \ 1 11
/ 1 1 + 1 ` 1 \ ` 1 1 1 ~ , 1 I I H E MAINTAINED AND THE I ~ \ \ + 1 1 1 1 1+ ~ 1 1 1\11 1 I ~ I ICI I I I / / I\ 1 \ 1 LQ~A N ~ ~ PLAN REVISIONS 2/19/01 I' I I I I I , ~ \ ~ ~ \x 1 1 I 1 \ 1 1 1 I I I I I I k \ \ 1 \I ` ~ ~ , 1 '
2. THE TREE PROTECTION FENCE S ALL B I / NP TIN \ 1 1 1 1 1 1 1 1 \ ~I 1 SITE UNTIL ALL WORK IS COMPLETED AND THE FINAL SITE I S EC 0 I I 1 1 1 1 1 1 1 I \ \ ~ 1 , 1 ~ ~ 1 \ ~ \ \ ~ , , I Rim. 804 ~ , ADD SIDEWALK 3/19/01 \ ~ 1 1 ~ 1 1 v 1 I I I I I / 38 . 1 1~ A 1~ 1 1 I I
)I CHEDULED• I I 1 1 ' 1 PRIOR TOTHE CERTIFICATE OF OCCUPANCY tC0 S S l l l I , 1 ~ I I 1 1 I l ~ ......~..,.......,,,.M........,,^.....,~..,..,~.......~,,~...1....,\,..,. TTOMLESS CULVER 9/7/01
PRI R TO FINAL INSPECTION I I 1 1 1 1 I I I I THE FENCING SHALL BE REMOVED 0 I I . O I I \ 1 , , 1 , I ,I,...";"•'..h.. S0 PU ER~\ ~ ~ 1 ADD BO 1 I I I ~ i I I I I 180 1 1 1 1
F R THE CO I I I 1 t i t ~ 388 1 I I I . I I I I , I I I I _ _ 6 ~ v ~ ~ y \ ~ v v v DELETE BOTTOMLESS CULV RT _ ~ L I 1 1 ~ I ~ f \ V \ ~ v I i ~
I ~ / 1 I ~ I / v I I I~ I \ I I1~11 i i i i I ~ ~ _ I ~ ~ ~ ~ 1 v~ ~v ADD PERM, FILTER BASINS 11/26/01 I'I,~ 1 ~ r ~ ~ \ f
- ~ 1 1 I t - 400 \ ~ ~ \ ~ i ill! ,
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41-

i
GRAPHIC LEGEND
EROSION CONTROL DEVICES BASIN CALCULATIONS . SEEDBED PREPARATION•
1, OBTAIN GRADING PERMIT, CONTRACTOR IS RESPONSIBLE FOR ¦ ¦ ¦ ? T MP. IV RSION DITCH 6 TEMP, SEDIMENT FOLTER BASIN r '
NOTIFYING INSPECTION AUTHORITIES AS REQUIRED BY TOWN OF E D E l5 1. Chisel compacted areas and spread topsoil 1 I DETAIL 7 /SHEET L-4 3 inches deep over adverse soil conditions,
CARY & STATE LAW, PREGONSTRUCTION CONFERENCE WITH CARY CONSERVATION INSPECTOR REQUIRED PRIOR TO COMMENCEMENT PROTECTED INLETS TO BE if available.
OF CONSTRUCTION, TREE PROTECTION FENCE AND EROSION PROVIDED AT ALL STORM 5 BASIN 'A' ~ n P A 2. Rip entire area to minimum de th of e s
CONTROL STRUCTURES ARE REQUIRED TO BE INSTALLED PRIOR STRUCTURES AS THEY ARE L5 ITR ARA~ A P DS U BED E 3.0 C 6 inches,
TO ANY GRUBBING ACTIVITIES, 3,0 x 1800 CF• 5,400 CF 3. Remove all loose rock, roots and other Architecture
GRADING IN THE EXTERNAL 20 FT, (ZONE TWO) OF THE CONSTRUCTED NEUSE RIVER BUFFER IS ALLOWED PROVIDING THAT FLOW 4 5,400/4. 1,350 SF obstructions leaving surface reasonably Ar , ~ ~ smooth and uniform. Landscape ChIIeCIUre BASIN SIZE 25 x54 x4
IS DIFFUSED, THE HEALTH OF EXISTING VEGETATION IN -X X- SILT FENCE L5 • 4, Apply agricultural lime, fertilizer and Planning WEIR WIDTH 10 -0 su er has hate unlformil and mix with
THE INTERNAL 30 FT, (ZONE ONE) IS NOT COMPROMISED (LIMIT OF GRADING) AND DISTURBED AREAS ARE STABALIZED, THE LIMIT OF P P P Y Inferior Design soil (see x below),
GRADING AND TEMPORARY DIVERSION DITCH HAVE BEEN 0 0-0 TREE PROTECTION FENCE 3 BASIN 'Y' S. Continue tillage until a well pulverized, firm,
SHOWN SIX TO TEN FEET FROM THE TREE PROTECTION L5 DISTURBED AREA 0.6 AC reasonably uniform seedbed is prepared
FENCE TO PROVIDE EXTRA PROTECTION OF ZONE ONE (LIMIT OF CLEARING) 0,6 x 1800 CF• 1,080 CF 4 to 6 inches deep, PO Box 1308
2, TO GAIN ACCESS TO THE SITE AND MAINTAIN CLEAN WATER THROUGH t6 1,080/3. 360 SF 6. Seed on a freshly prepared seedbed. Ih f Cover seed lightly with soil after seedin 3~~ SOU Dawson S reet
THE SITE, PHASE ONE ALLOWS CLEARING ONLY AS REQUIRED TO ~r-PERMANENT BASEN SLOPE DRAINS (IF REQUIRED) BASIN SIZE 20 x20 x3 9
INSTALL THE DOUBLE 48" PIPES AND BASIN "Y" ~ ~ L5 TIM AR PLET r 11111111 6" SOCK DRAIN ~ ~ L6b 16 WEIR WIDTH • 8'•0" 7, Mulch immediately after seeding and Raleigh, North Carolina 27602 anchor mulch. FOX: 919.828.4050
R TIN TAN AN ~ ~ ; TEMP, HORSESHOE FILTER DAM BASIN 'Z' 8, Inspect all seeded areas and make
3, INSTALL SILT FENCE, STONE CONST UC 0 EN R CES D 6 SCHEDULE 40 PVC L5 TEMPORARY SEDIMENT BASINS A AND BAND C AND D , INSTALL @ 0,5X SLOPE necessary repairs and reseed within 919821,5541 C Copy/ighI2000 DISTURBED AREA 0,6 AC plantin season, if ossible. If stand
SILT FENCE PARALLEL TO PIPE P900-901, INSTALL PIPE 900-901 TO ~ ~ FLARED END SECTION WITH 0.6 x 1800 CF• 1080 CF g P . should be over 60% damaged, reestablish seois ,
CARRY CLEAN WATER THROUGH THE SITE PRIOR TO DISTURBING LEVEL SPREADER 1 13' LONG X 7' WIDE L2o RIP-RAP VELOCITY DISSIPATER L5 EAST OF PIPE 900-901, 1.080/3. 360 SF following original lines. . ~
AFTER PIPE 900-901 IS IN PIT 'E' AND 'F' MAY BE COMPLETED, A TEMP, ~ (SEE CHART SHEET L-2A) BASIN SIZE 20'x20'x3' 9. Consult Conservation Inspector ~
15" PIPE MUST BE INSTALLED TO OUTLET CB 801 INTO PIT 'E', GRUBBIN on maintenance and fertilization after ' , WEIR WIDTH • 8 -0 4
T UI I G AY B GIN AFTER PIT 'E' AND 'F' ARE I , permenant cover is established. / j r ~ ,r
4, CLEAN WESTON PARKWAY AND NC 54 AT THE END OF EACH DAY, =APPLY , . TOTA I TURB D ; , L D S E A nc, limestone 2 tons/acre f 3
1, AREAS 17, 5 ACRE Fertilizer) 10-10-10 ~ 800-1,000 Ibs/acre ~ ~5~i
C 46 -4 47 FOR ON-SITE INSPECTION BY CONSERVATION INSPECTOR, 1 0 5, ALL 9 3 _ , Superphosphate 500 Ibs/acre of 20% ~ y~ ~ 1
6, ROUGH GRADE SITE, STOCKPILE TOPSOIL TO BE REUSED ON-SITE, ~ Mulch 2 tons (a rox. 80 bales) small- ~ ,g. , ' , rain straw /acre ~
STOCKPILE AREA TO BE DETERMINED, PROTECT STOCKPILE AS ` ~ ~ ' ' PEAK RUNOFF DISCHARGE g ,1-~"r Anchor Tack with liquid asphalt ~ 400 gal/ac
DIRECTED BY INSPECTOR, ~ 9' ' I / i I I PRE DEVELOPMENT or emulsified asphalt ~ 300 gal/acre
7, INSTALL STORM DRAINAGE STRUCTURES, PIPES AND ASSOCIATED / + ~ " i , ~ I I I I ' Q1 • 16.7 CFS ~ 0 TEMPORARY SEEDING SCHEDULE (slo es max. 3~1>~ P Associates /Consultants
PROTECTION DEVICES, AS SITE IS BROUGHT TO FINAL GRADE, , , -o i I I I STABALIZE ALL SLOPES WITH VEGETATION PAVIN AREAS / POST DEVELOPMENT Aug 15 -Nov 1 Tall Fescue 300 Ibs/ac
• STRUCTURAL ENGINEER Q10 71,6 CF$ Nov 1 -Mar 1 Tall Fecsue 300 Ibs/ac
~ ~ ~ ~ / ~ I I • + 1 ' I + / % , , I I I & Abruzzi Rye 25 Ibs/ac Skeet Technologies
WHEN BUILDING Z HAS STONE ON THE SLAB, AND THE SLOPE EAST 1~ , i I I`,i I I OF THE BUILDING IS COMPLETE ,CALL 469-4347 FOR AN INSPECTION. / + , I ~ , , I I I , Mar 1 -Apr 15 Tall Fecsue 300 Ibs/ac P.Q. BOx 7217
ASIN 'G' MAY BE R MOVED WITH APPROVAL OF CONSERVATION / I ' ~ I I' I ' I B E Apr 15 -Jun 30 Hulled Common Bermuda 25 Ibs/ac Rocky Mount, NC 21804 Jul 1 -Aug 15 Tall Fecsue and 120 Ibs/ac Phone 252,937,7122
INSPECTOR, , I I I i I t I I Browntop Miller or 35 Ibs/oc
' r~ 'i~ I 1 1 1 1 1 1\• I I I + N. ~ I I I PRO NETS ITH DE L •5/L-4 UNTIL ALL THE SITE + , ~ , 1 , I I I ? x= Sor hum-Sudan H brids 30 Ibs/ac ELECTRICAL & PLUMBING 9 Y
IS STABALIZED. Consult Conservation Ins ector or Soil Conservation Crenshaw Consulking Eng.
10, STABILIZE SITE AS AREAS ARE BROUGHT TO FINAL GRADE BY ~ •1' , I I ' 1 \ \ P 4008 Barret Or. , , Service for additional information concerning other
V ATI PAVIN T IN T RIPRAP WHERE SHOWN, / ~ I I I EGET ON, G, E C, S ALL + s I 1 , + , / , / ~1 / , I I A , v ~ ~ alternatives for vegetation of denuded areas, The Raleigh, NC 27601 ~ above vegetation rates are those which do well under Phone 919.571,9600
? \ ~ ~ local conditions other seeding rate combinations are
11, REMOVE TEMPORARY SOIL EROSION CONTROL DEVICES WHEN ? + , , \i~ I • , I , , T N OF CONSERVATION + ~ ~ ~ I 1 C'• , 1 ~ \ ~ ` ~ NO LONGER NEEDED PER DIREC 10 MECHANICAL ?1 ` ~ ~ , + possible. , ~ ~ Lee Alr Condltloning
INSPECTOR, REMOVE t5 TEMPORARY PIPE WHEN DRAINAGE / + ® , , / 1 I ~ , 'ti ~ \ \ \ \ \ ~ ? ~ ~ \ ~ ~ ` ' Tem orar ~ reseed accordin to o timum season ~ ~ ~ ~ P Y 9 P 1159 Casklebarry Rd.
AREA IS STABILIZED OR WHEN PERMANENT PIPE IS INTALLED + + ~ ~ , , / ' ~ I I i ~ ~ ~ , \ ~ , ~ for desired permenant vegetation. Do not allow Cla ton NC
12, GENERAL CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL + + , , 1 , \ \ ` ~ ? ~ ~ ~ ~ ` tem orar cover to row over 12" hei ht before y ' \ . ~ ~ \ ~ , ? Y g g Phoney 919,553.6957 , , +1 ~ ~ mowing, otherwise fescue may be shaded out.
EROSION CONTROL DEVICES AS DIRECTED BY TOWN OF CARY d + ~ ~ ' ' H X10 1 ~ I I I , \ \ ` \ + + ~ ~ ~ I \ \ CONSERVATION INSPECTOR, + 3 ' \ ~ / i ` \ \ ~ \ \ , \ ~ ~
$ + 1 i \ \ \ \ AN A AR A AR L 5 - , ~ , , ~ I I \ , \ \ \ \ 13, WHEN CONSTRUCTION IS COMPLETE D LL E S E L6 + ~ , , /FLAG Efl BY' S&EC , I \ \ ? \ ~ ~ FIRE PROTECTION
P TIN Y N ~ATI N ~ ~ / ' / 1 I ~ \ ` \ COMPLETELY STABLIZED, CALL FOR INS EC 0 B CO SE 0 ~ / LIMI ~ \ C EA~R1N \ CONSTRUCTIO,M ~ ; / - , ~ ~ \ ` ~ TEMPORARY SEEDING SCHEDULE (slopes 3~1 to 2~1>: Associaked Fire Proteckion j \ ~ q , 1 ~ ~ ~ , „ , t ~ , TO STABAUZE SLOPES IN EXCESS OF 3~1 SEE 5121 Wldespan Dr.
INSPECTOR, ~ ~ ~ 115,.k. OF S REAM ~ , \ \ • ENTR CE + - IAA T I 1 P S ONE ` ~ \ ~ \ , \ ~ ~ \ NOTE/GRAPHIC ON SHEET L-3
/ / / O ~ ` t---- ~ \ ` v • v , Raleigh, NC 27611 \ ~ . ~ s Phone 919,553.4021
+ o + X SEE CONST, SE , \ ` \ ~ ~ ~ GENERAL NOTES v A
` u ~ ~ s + CIVIL ENGINEER \ \ ~ , ~ s ~ 1, FOR METHOD OF STABALIZATION FOR SLOPES IN EXCESS Withers & Rovenel
p, \ ~ ~ s + ~ OF 3~1, SEE SHEET L-3, LANDSCAPE PLAN, r~ 111 MacKenan D Ive
1 p ~ \ \n ~ \ \ \ ~ \ A'~ , \ , + \ ~ ` ` + ~ Car Nc 27511
/ , \ \ G\ \ ~ ~ D ~ , F T I T y' \ ~ , ti ? 2. OR TO AL D S URBED ACREAGE, SEE UPPER LEFT HAND Phone [phone]
. , ~ 1 1 V V \ / / / ~2 ~ ~ ~ ~ \ \ \ + \ ~ A ~ CORNER OF THIS SHEET. + ~ V~ S' p v , ? ~ ~ ~ + ~ ,
. / / a , w41 ~ 1 V ~ ~ I~ / 1 ~ ~ ~ , / : , i \ f 1 \ ~ 11.1 ~ \ \ A \ ~ ~ , , Project 061-071 ~ ~ ~ ~ ? ~ 3, FOR STORM DRAINAGE STRUCTURE AND PIPING SCHEDULE,
~ o~ ~I, , v \ t~ ~ \ u' ~ \ ~ \ ~ ~ ` ~ ~ ` SEE SHEET L-2b GRADING PLAN,
101, ~ 2 ~ rv ~ 6 v~v'~' ~ \
• ~ Ol l4MT /0.f / / / / \ ~ S / ' \ ` - ` ~ ~ ~ ~ \ ~ ~ , , 1 4, FOR RIPRAP LOCATION, SEE SHEET L-2b, GRADING PLAN, ~ \ \ ~ ~ ,
0 i ~ , , \ \ \ , , , ` 5, CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 15 DAYS
_ ~ ~ ' ~ \ + OF ANY PHASE OF GRADING,
\ , J\..\ ~ \ ` , t ` , ~ ~ \ ~ \
~ , ~ , • ~ \ \ 6, A PRECONSTRUCTION CONFERENCE IS REQUIRED BEFORE
\ , I \ ~ ~ , , , THE GRADING PERMIT IS ISSUED (SEE CONST, SEQUENCE, 1)
~ ,//i,/i / , V ~ ~ \ 1 ~ , / , ~ O O ? \ \ ' ~ ~ \ \ ~ ~ , ~ ~ i , , . , , \ 7, TREE PROTECTION FENCING WILL BE INSTALLED ANO
, ~ \ + t ~ \\i"\ \ ~ \ INSPECTED BEFORE THE GRADING PERMIT IS ISSUED ~ v A v 1 ~ , ,
i \ \ ~ ~ ~ ~ A + A , 1 ~ \ ~ ~ ~ \ 1 1 1 +
` ~ ,j~~' / ' ' ~Q L T OF\ CLEA NCB \ ~ I \ I ~ ~ ~ ~ • , + ~ \ n. 8, THIS SITE IS IN THE CRABTREE CREEK WATERSHED \ ~ ~ \
/ y i.,;~ HAS ONE ~ \ ~ \ 1 , \ ,'II 1 , , t 11 , +1 Client 9, 0 WETLANDS EXIST ON THIS SITE
~ v ~ \ t ~
\ ~ ~ ~ v ~ i + t ~ v v A v ~ ~ i ~ , ~ \ ~ + ` \ ~ ~ 10, THIS SITE IS NOT WITHIN THE 100 YEAR FLOOD PLAN
~ + I ~ + ` ~ \ \ \ . ~ + , R ~ A \ , v \ i,. , A v
~ ` i + , ~ ~ ~ 11, ESTABLISH PERMANENT GROUND COVER WITHIN 15 ~ I ~ \ \ ~ ~ 1~ woods ho I~mlked Parmersht
/ / / ~ 1 L ! I ~ ~ ` \ \ ? WORKING DAYS OR 90 CALENDAR AY WHI H V R I P 0 S, C E E S \ ~ ? SHORT R r~oH1 woods Pro rh Ioc,1~ eneral aver
' / / ~ w ? / ~ ~ I \ ~ ~ ~ \ ~ ~ . ~ ~ ~ \ , 3100 Smoketree Court
~ a 1 ~ ~ 1 110 ~ r ~Q.r ~ \ \ \ + \ ~ \ \ \ ~ ? 12. THIS PROJECT REQUIRES APRE-CONSTRUCTION
/ _ I ^1 \ \ \ ~ ~ ~ \ " \ \ \ ~ CONFERENCE PRIOR TO ISSUANCE OF GRADING PERMIT. \ \ ; , , ~ \ + , Rale> NC 27604
~1 1 ~ a~ T ,1-- ~ A \ ~ \ . , + i \ \ \ ~ ~ \ , \ , ONTAC TOM H STMAN T 469- 81, \ ~ , ~ ~ ~ + ~ , ry- 919 872h924
1 ~ I .o N / / , I ,i' \ ~ v l) v , v ~ v,t ~ \ ~ A v , v ~ ~ ~ \ ~ + + ~ ~ . 13, E CHART ON SHEET L-2A FOR STORM DRAIN PIPE SIZES
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SO AS TO CUT ,RATHER THAN TEAR, ROOTS. I I ~ 1~ 1 IMh~DIA~TELX U~ON 1 1 1 1 1 1 1 , 1 IIII I ' / I 1 ~ I I , ~ I~STF~.I SILT fiENC , , , w \ \ \ PI ~ I ~ ' ST0 L'~ \ Number Description Dote i III AFT R FIL I IS PLAC D ' ' ~ o~ \ \ ` ~ ~ ` 1 \ I III ~ I E I ~ I r r ~ v 1 v `v v v
I T 1 11 1 CKPI~ING11S011, \ 11 ~ 11 11 '1 1\f I 11 I I I THE TREE PROTECTION FENCE SHALL BE MAINTAINED AND THE \ 1 1 ~ I I 1 2, I / \ 1 1 \ \ 1 1 ~ \ I \ \ 1'~ ~ ' I I ~ I I VER PIPfi r / ' ~ ° ` v ` v LQCA~N v ~ PLAN REVISIONS 2/19/01 I p I ~ \ J x 1 ~ \ \ \ tl , I i I I r rr ~ \ \ \ \ \ 1
SITE UNTIL ALL WORK IS COMPLETED AND THE FINAL SITE INSPECTION I I \ 1 1 1 1 1 1 \ ~I \ 1 I r Rim. 1804 ' ° \ _ \ \ , ~ \ ; ~ \ \ ADD TEMP. PIPE/NOTES 3/19/01
I F PANY )I S H 1~ 1 1 1 1 ' ~ I `1~ PRIOR TOTHE CERTIF CATE 0 OCCU C (CO S C FOULED, I i a 1 1 1 1 1 1 I , THE FENCING SHALL 8E REMOVED PRIOR TO FINAL INSPECTION 1 1 I ~ , I r , 90 I I I Q IO ; ,f, I I i ~ l 389, \ \ \ \ \ I ~ . .h...,.....,.,1 'P R'., , ~ , , ,t..,.~, ,1, ,.~?~p .1,,,,.~, TT M ESS CULVER 9/7/01
I I I I I I ..•r. FOR THE CO 1 1 I 388 ~ I I ~ I , v V ~ C;~ A \ \ \ V A 1 \ 1 ~ I I I IQOJ \ ~1
I I 1 1 1 1 I I i ~ I I 1' I I I I / 1 I \U \ \ ~ 1 i ; ; ~I I I I I I r - - 6 ` \ \ ~ ~ \ \ ~ DELETE BOTTOMLESS CULV RT 1 I ~
/ ~ 1 I y~ I I I ~ \ F I ~ ~ ~ 1 1 ~ ~ I I ' ` v v v v~ v ~ v v P RM FI TER PITS 1 ~ , V A ADD E L 11/21/01
~ I
I ~ 1 ~ ~ I ~ i1 11 I I Drown By
I 1 1 I I II 1 I ~ I [ ct I a L-3B
+r-. 1 -\\o Checked By
1 0 0 O 0 0 O _ Date Issued 1/02/01 _of_
I ~j I I 1 ~ ~ o ! t I ~ 0 0(3
I I 1 O `~9,Y4 RlP-t
...\WESTON\061071\13sed.dgn 12/11/01 01:40:30 PM
d t~

OUTLET
NOT TO SCA
TION PLAN &
RIP RAP. DEPTH= 1'-0". W= 1'-6" TO EXTEND
UP EACH SIDE FLARED END SECTION
CLASS B RIPRAP. DEPTH= 18"
4" BASE OF #57 STONE
GEOTEXTILE FILTER FABRIC NOT TO SCALE
NOTE!
WHERE SILT & TREE PROTECTION IS REQUIRED,
TREE PROTECTION FENCE WILL BE INSTALLED 12 Gauge 4"x 4" or 2"x 2" Welded Wire
PRIOR TO ANY TIMBERING ACTIVITIES. Hooked Onto Preformed Channels On Metal
AFTER TIMBERING IS COMPLETED AND Posts,
PRIOR TO CLEARING/GRUBBING, SILT
FENCE IS SECURED TO BASE OF Ultraviolet Resistant (Block) Mirifi Fabric
EXST TREE PROTECTION FENCE. Or Equivalent Secured To Wire W/ Metal
Clips Or Wire At 8" Off Center.
Maximum Sediment Storage Level.Remove
Sediment When This Level Is Reached
Or As Directed By Conservation Inspector.
SEE:
CONSTRl�T10tt- Carry Aprox. 12" Of Fabric Into Trench,
"$EQVNCE ON Cover W/ Soil & Tamp Backfill
SHEET L-3 Sheet Drainage Only
Natural Grade
-•r--- Subgrade
Carry 6" Of Wire Into Trench
Metal, Cedar Or 4"x4" Treated Wood Posts At
10'0.C. Cedar Wood Posts Should Be 3' Deep Min.
4 TEMPORARY SILT FENCE TYPE 4.01
L 5 N.T.S.
NOTES
1. TEMPORARY SILT DITCH TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS 3 FEET IN VERTICAL HEIGHT
AND ALONG STREAMS TO INTERCEPT FLOW AND/OR DIVERT TO A CONTROLLED OUTLET.
2. SILT SHALL BE REMOVED WHEN SILT DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
kt��
VAR10
WASTE MATERIAL -COMPACT,
SEED 8 MULCH AFTER
CONSTRUCTION OF DITCH
0 VAR .2'
18 " J _ '------
CROSS SECTIONAL VIEW
6 Tem oror Diversion Berm
L5 KT.S
2' MIN. r
i
CONCRETE CAP
CONCRETE FILL
IN 6" I.D. STEEL PIPE
PAINT EXPOSED STEEL
'AWNING RED' o
CONCRETE PAVING
CONCRETE FOOTING
X.
•°'°'°' •.�.. .. 'i• 'i '�' '�'
�L-1 11=�11=1 I I � II I II I • :I I II I II 11=1 I I I
I I�11lT;I_LI��11�=1 I �L ��T=
11=111_ ° I I I� I o
1
II N
2'-Dtt
SECTION
20'-0"
NOTE: STANDARD SIZE FOR
ALL RIP RAP APRONS
STANDARD METAL POSTS 2'-0" IN GROUND
GALVINI'ED
HARDWARD WIRE
EXTENDS TO
TOP OF BOX
, " "„ � BOVEyTOPTO FA HEIGHT
OF,12„—,180�O
BOX
5 PROTECTED DRAINAGE STUCTURE
g N.T.S.
SLOPE 1'/8”4" SOLID CONC.
PER FOOT BLOCK CAP
SKIM COAT WALLS
& PAINT TO MATCH
EXISTING BLDG.
12" CONCRETE
BLOCK - PAINT TO O NOTE: REFER TO STRUCTURAL
MATCH BUILDING I ENGINEERS DRAWINGS FOR
00 FOOTING AND REINFORCING
FILL CELLS
Wl i N GROUT
1.1
EXPANSION JOINT, CONTINUOUS
FINISH GRADE (SEE GRADING PLAN)
FINISH GRADE MAY VARY 6" CONC. SLAB REINFORCED W/
(SEE GRADING PLAN) 6 X 6 W2.0/W2.0. CONT. JOINTS:
5' EACH WAY.
61)
CONCRETE FOOTING
12" X 24", 3000 PSI
OVER FLOW
w
a
HARDWARE CLOTH
UPSTREAM END -
OF STORM DRAIN
WASHED STONE—
FILTER ACROSS
PIPE INLET
STEEL FENCE POST
HARDWARE CLOTH
STONE FILTER PIPE INLET PROTECTION FOR STORM
2 DRAIN PIPE UNDER CONSTRUCTION TYPE 4.12
L -5J NOT TO SCALE
1800 CU FT/ACRE
12" MIN
1. USE FOR DRAINAGEAREAS
NOT EXCEEDING S 1FIVE) ACRES.
2. EARTH BERM SHALL BE STABILIZED w/ SEEDING
ACCORDING TO TRIANGLE SPECIFICATIONS.
3,DIJ§EIQIIJEAN COMPACTOR FILL MATERIAL FOR EARTH BERM.
SETTLED 21"
TOP
_°
—I ( STREAM WIDTH FLAGGED BY SBEC
3'-7' WIDE
00
VARIES
NF
rri _— (_I
-= 1=
=1 I II I ►1 I I- I--IIIIIIIIII
5 FT
MIN'
CRO'SS SECTION
I .5 FT Illlll=ll'L`' 10 FT MIN
_II=I� lI0=�-(�S Fr ' 1 ,b h 7�S
OC-
MAX
cMAX FILL C
oao;OPq�oo�
1.5 FT }
� po
op5 F1
11j../ MAX
`F ILTER
FABRIC
OVERF ILL G"
FOR SETTLEMENT
1' FREEBOARD `III= -11
_ J1 U=
IIS—I��2:1 SIDE
SLOPE MAX
T'
NOTE NOT FOR FINAL DESIGN OR CONSTRUCTION PURPOSES
BOTTOMLESS CULVERT
NOT TO SCALE 'Ser-.. D ETAi I.t' S H T LI -A\
7 �f r
pOS�sFH�
�5 M
r
/ EXTRA P
"HOG WIRE ATTACHE OF OPEN
TO POSTS WITH LENGTHS
OF WIRE HORIZONTAL
WIRED SECUF
POSTS
BAFFLE INSTALLATION _,
WT -L2-
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO
SOLID GROUND
6-"'-' WOOD POSTS ARE NOT ACCEPTABLE
FILTE — I 0E--���-_1:1 SIDE SLOPE I -
FABRI'1-II�_.'ta�o�'O J==__I MAX NATURAL 3. USE STAPLES 1' APART TO ATTACH FABRII'- �o GROUND TO `HOG WIRE"
I� 3 F T 4. BAFFLE SPACED AS PER APPROVED PLAN.
MIN
BOTTOM OF
MA I NTENANCE TRENCH AN
—
FILL EO WI
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL COMPALTE0
UIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN
A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO E14SLIRE IT IS A MINIMUM
OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
CONSTRUCTION WITH SEEDING.
CTrEL ANGLE FRAME
RMEDIATE RIB, 20 GA.
F DECKING.
IT DARK GRAY TO MATCH
AL ON EXISTING BLDG.
Imp
$ BOLLARD DETAILg DUMPSTER SCREEN WALL SECTION 10 DUMPSTER GATE ELEVATION
L=5 NOT TO SCALE L'S N.T.S. L-5
i ISI--
--_ _ -III= IIIA
IIIII I III ILII ILII I�,�
BOTTOM OF FOOTING
TO ROCK
SILT FENCE
APPROX.ST12EAM BANK
BAFFLE INSTALLATION - STEP 2
GRAVEL AND RIP RAP FILTER BASIN TYPE 4.03 "A"
NOT TO SCALE
(2)Y4" STEEL
BOLT GATE Z
RESTS
;ONCRETE SLAB
WALL
CONCRETE FOOTING
CONCRETE SLAB
ROOF DECKING SPOT
WELDED TO FRAME
4" OD STEEL POST
3" 3" x 5" X5/6" STEEL PLATE
CONT. WELD TO ANGLE FRAME
6%2" ID STEEL SLEEVE
THICK
J"
STEEL ANGLE FRAME
CONCRETE SLAB
11 DUMPSTER GATE HINGE
L-5 N.T.S.
ACL. I 1 UIV h4 I Ur CIV 1 IG
24'- 0'
cc, 3� 9 -6"9_ 5'- o 1 L84 (TYP)
IS
�-1 t r -
il
r, +[ ,Y Y k
6" CONC, APRON REINFORCED W/
Q0 = WWM 6 X 6 - W2.032.0.
CONT, JOINTS: 5' EACH WAY
I I I
18��
I
23'-0"
12 DUMPSTER LAYOUT
L-5 N.T.S.
HagerSmith
Design PA
Architecture
Landscape Architecture
Planning
Interior Design
PO Box 1308
300 South Dawson Street
Raleigh, North Carolina 27602
Fox: 919.828.4050
n.n en. Cr A7 if 9nnn
CA
aro, 5 .oes °® D A
qslcru
175 `
" m
'\
0,A
Associates / Consultants
STRUCTURAL ENGINEER
Steel Technologies
P.O. Box 7217
Rocky Mount, INC 27804
Phone: [phone]
ELECTRICAL & PLUMBING
Crenshaw Consulting Eng.
4008 Barret Dr.
Raleigh, NC 27601
Phone: 919,571,9600
MECHANICAL
Lee Air Conditioning
1759 Costlebarry Rd.
Clayton, INC
Phone: 919,553.6957
FIRE PROTECTION
Associated Fire Protection
5121 Widespon Dr,
Raleigh, INC 27611
Phone: [phone]
CIVIL ENGINEER
Withers & Rovenel
111 MocKenon Drive
Cary, Nc 27511
Phone: [phone]
Project 061-071
Parkwest Two
WESTON PARKWAY
CARY, NC
Client
!I HGHWGIDS
C�1 PROPER=
Highwoods Forsyth Limited Partnership
clo Highwoods Properties, Inc. its general partner
3100 Smoketree Court
Suite 600
Raleigh, NC 27604
[phone]
Drawing Title
SITE DETAILS
Revisions
Number
Description
Date
1
PLAN REVISIONS
2/19/01
0
ADD DETAIL
9/7/01
INA
T FOR CONSTRU
Drawn By JSL/MAY I —5
Checked By SCS L
Dote Issued 1/02/01 of _

NOTES 40"
• WARNNG SICib TO OE uAOE OF DUlp9l E, WEATHERPROOF NAT 3„ • LETTERS ARE TO BE 3" RICH MINIMIA,I, CIEPALY IECNLE ANl UiNTE,WEATHERPROOF HATEPof4 I~,aErREr EEDBEE PNl STANDARD HANDICAP SIGN STANDARD HANDICAP SIGN
PARKING SIGN, ONE PARKING SIGN, ONE
SPACED AS OETA4ED. c.,./ ~ • RACE SIGNTAi EACH EN00 OF llh#EARETREE PROTEC bN ARET A< hrER rHau 2oo'oN aNTER. RESERYEO PER SPACE RESERVED pER SPACE aR rREE PROrECiioN rREAS PARKING PARKING
- 2-3 MULCH Tr a Pro r fl Ar NJ1100'ON CENTER THEREAFTER. C E@C10 CO ~ • TOR TREE PROTECTON PREAS LESS THAN 100'N PERM:TER, S iHN1 100'N PERA#TER,
M V RI T M DO NOT ENTER PROYIOE NO LESS THAN ONE SIGN PER PROTECTION AREA ANHOLE CO ER & NG DBE • ATTACH SIGNS SECURELY TO FENCE POSiS AND fA9RC. PER PROfECT1011 PREA
DEWEY BRO',S "2001 OR EQUAL • oANT~NN~TREE PROTECTION( FENCE iHR0UCH0Ui DURATION E POSTS N1D fABRC. ~ ~/F iHROUCHOOi DURATION 2 X 2 SQ. ALUMINUM
- • • SIGN DETAIL . Apg110NA1 SIGNS NAY RE REQUIRED BY TOWN OF CARP POST,(/a" THICK WALLS D Rr rowH aP car STD, R7-8D "MAX PENALTY 8100" ~ -
- ~;';•~<.',!;;i::'.'•, FINISH GRADE(EARTH OR PAVEMENT) INSPECTIONSDEPARTNENiBASEOONAC1UAlF~IDCONgTION. NV AC1UAl F~ID CONgTION. °VAN ACCESSIBILE" SIGN
~ i , - : r . CONCRETE BRICK wEarHFRPROOF ~ICN As sHOwN A~ovE, ~ TO BE VISIBLE ABOVE _ 2" X 7" S0. ALUMINUM
••~-,••.,~i• '•i•' ~ '•~~•''i•' ~ SEE NOTES FONCUNiIRUCl10NAND ORANGE, UVRESISiPNi . . ; , ~ , ~ ~ I - SUBGRADE ; r PROVIDE STEPS 01-4 O.C, IF MANHOLE sPaclNC Data. HIeH rENSaI sTRENCTH o PARKED VAN o I „ POST,/e THICK WALLS ,
, • . ~ ECCENTRIC--*~ -c-I 2 6 PaIY DANIEaoE FAnRIc, • _ _ IS GREATER THAN 3 0 IN DEPTH o,c,MA», STD. R7-8D MAX PENALTY 8100 ;F, I n PA Des g
' TAPER UNIT _ , ~ RCP AS SHEDULED ~ SEE 6" 3000 PSI CONCRETE 6" 3000 PSI CONCRETE
' ~ ~ ~ ~ ' NST TION t ~ CO RUC )N AROUND POST AROUND POST Architecture
PLANTING PROCEDURES FOR CONTAINER PLANTS CONCRETE WASH SEQI~NCE ON SHEET l•4 N Landsca Architecture 0 o Pe
6" CON RET BA (0 0 PSI) ~ ''su~+roE~~•' - ~ • 1, REMOVE THE PLANT EITHER BY CUTTING C E SE 3 0 N N Plannin 9
' POS1 MAY HE EIiHI.R 4" qA F'INE, OR INVERTING THE CONTAINER - 2" DIA UAh, UR 15.5 1HILF ~1CEl FINE, 1f:El , , Interior Design
2. PLANT SHRUBS i/3 CONTANER HEIGHT ,MOUND
SOIL AND MULCH TO TOP, - INS1W.1 TREE PROTEf,11UN FENCE & SN;NAGE PRIOR TO CP1LINf, FOR THE INIfIAI UN SITE INSPEUiIUN BY THE NOTE INSTALL SIGN IN LANDSCAPE AREA 1'-0" NOTE INSTALL SIGN IN LANDSCAPE AREA 1'-0" BEHIND SIDEWALK AT FACE OF PARKING SPACE, BEHIND SIDEWALK AT FACE OF PARKING SPACE,
' 10WN OF CAltf ZONING INSPECTOR CENTER SIGN IN FRONT OF SPACE, CENTER SIGN IN FRONT OF SPACE. PO BOX 1308
300 South Dawson Street
1 CONTAINER GROWN PLANTING DETAIL 2 JUNCTION BOX 4 VAN ACCESSIBLE PARKING SPACE SIGN 5 ACCESSIBLE PARKING SPACE SIGN
3 TREE PROTECTION FENCE L 6 N.T,S. L 6 N.T.S, L 6 N,T.S. _ Raleigh,North Carolina 27602 L 6 N,T.S, L 6 N.T•S,
Fox: 919.828.4050
MEDIAN CURB AT ENTRANCE DRIVE
T 1" T WN F ARY T 919.821,5547 C Copyright 2000 0 BE 8 0 0 0 S D, 3,03 r
i NOTE I "EXPANSION JOINT W/ ASPHALT -IMPREGNATED seals ~2
3000 PSI I/Z" EXP. JOINT ~ 20' O.C, W/ / FIBER BOARD 30' O,C. ALL CONCRETE TO BE 3000 PSI .E`~
4000 PSI CONCRETE SAWN JOINT WITH CONCRETE ASPHALT IMPREGNATED FIBERBOARD REMOVE WIRE BASKET AND LOOS( 6"x6" 10/10 WWM SoNNENBORN'S SONOLASTIC RECESSED(/a" BELOW FIN, SURFACE ~ TRUNK TO EXPOSE 1/3 OF BALL ~SKET AND LOOSEN BURLAP AT SPILL CURB IF REQUIRED- SEE GRADING PLAN, ~ ' e~rE u~. ~ "F
P VIN DINT ANT ~°r"""~a S~'M 'SE 1/3 OF BALL I-2 ASPHALT ~ ~ ~ ti 7~ ~ a
A G J SEAL / ..t~A • ~N/MI/ RUBBER HOSE •e':' 'e':. is 'a:' •at .e, 'e• 'e. •a. •a. •a. 'e_ 4~~( ,~d VM TURNBUCKLE SEE LAYOUT SHEET PROVIDE BOND BREAKER IF ;~a
. ~L i~'CC - lG .a, .d,. .p, .e, .e, .9~M~T S'' _ ~l 'RCN -~g ~ f BINDER CouRSE CURB ABUTS SIDEWALK ~ w ,a m ~ ~
. ~ ~ TREE WRAP MAIN TRUNK _I * COMPACTED y• ' SEE LAYOUT SHEET _ 's m a ~ SPILL GUTTER AS REQUIRED GRASS OR SIDEWALK ~4 , ~ TILLED PLANTING MIX OF TOP COMPACTED ABC STONE A~
= COMPACTED EXPANSION JOINT SUBGRADE ~:~a , " s?+R~ 6" MINIMUM ~ ~ I; ~ ° SEE GRADING PLAN SEE PLAN ~ ~C~ SOIL (6) LEAF MOLD (6) AND SEE LAYOUT SHEET ,
CONTROL JOINT SUBGRADE p ,x , „ ' ~ _ SAUCER AROUND TREE 3 - I ""~~tfk'1 ' ~ SCARIFY BOTTOM OF PLANTING - SEE PAVING R I2 '
NCDOT •5 OR •57 ' 3000 PSI TO JOINT 5' O,C, ABOVE TOP OF PLANTING MIX AREA TO 4" DEPTH - ~ ~ ~o - ~ 18" 6" r.~~ ~ u o o . ~o~, DETAIL a
4000 PSI CONCRETE SONNENBORN S SONOLSTIC CONCRETE OLEO WASHED STONE a X40 ~ nL R~ w R, ~ ~-~R~!Q ~ ,.~1~_~ ,
KEYWAY PAVING JOINT SEALANT JNT. DEPTH MIN. 1,5 ANCDOT •5 OR •57 WASHED STONE SHALL BE USED. PAD TO BE 50'L X20'W X 6"D AT A MINIMUM, I I_I I=~ I_ I_ _ I _I I I- Associates /Consultants - - - - - - VI i
tD e, :e,. .e, .e, .e, - COMPACTED B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS IS TO BE PROVIDED. 2° X 2" H~RDwooD srAKE .1 h I-1 I- I I-)L- ~-1~ • ;I I I I - - - - - STRUCTURAL ENGINEER I_I I I-1 I I ~_I I I_~ I_~_I I -
I SUBGRADE - COMPACTED i =1 I I-1 I I-1 I -III-III-III-III , - Steel TeChn010 IeS - 9
_ CONTROL JOINT C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VECHICLES, - 6"x6" 10/10 WWM SUBGRADE • • 1. `,i:;;::;...`;,. COMPACTED SUBGRADE " ` N P.O. BOX 7217
CONSTRUCTION JOINT D. MUST BE MNNTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT MUD ONTO THE STREETS. - -1= . ' NOTE WALKING SURFACE TO BE BROOM FINISH PLANTING AREA SHALL - sEE sPEGIFICATON COMPACTED Rocky Mount, NC 27804 I
NOTE TOP SURFACE TO BE BROOM FINISH (PERPENDICULAR TO DIRECTION OF WALK) E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. TIM T - _ BE TWO TO THREE ES r l ' Phone• 252.93 • 22 - _ _ ` t ~ COMPACT MOUND TO PREVENT SUBGRADE o
UNLESS OTHERWISE NOTED IN DRAWINGS. UNLESS OTHERWISE NOTED IN DRAWINGS NOTES APPLICABLE AT ALL POINTS OF INGRESS UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF THE DEVICE THE DIAMETER OF ROOTBALL _ - - SETTLING OF TREE II ELECTRICAL & PLUMBING
AND TIMELY MNNTENANCE MUST BE PROVIDED. - 6 HEAVY CONCRETE PAVEMENT 7 CONCRETE SIDEWALK 1 ASPHALT PAVING 11 24 CURB & GUTTER 0 Crenshaw Consulting Eng. ,
l 6 N,T.S. L 6 N,T,S. L s N,rs, L s N,TS. 4008 Barret Dr,
• 8 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 9 MULTI STEM TREE RDlei h NC 27601 9, STEM TREE Phone [phone]
L 6 N.i,S. See Site Plans for Location & Surrounding Surface L g NO SCALE E
c MECHANICAL CLASS 1 RIP RAP SEE
FOR JUNCTION BOX USE DEWEY BROTHERS 5 SECTION THRU BASIN RElor ~ Lee Air Conditioning ~ ~ I i~ / / ~ (3'•a" MIN, M PUBLIC R,O.w.'S)
FRAME & GRATE MH-RCR-5010R EQUAL REINFORCED ~ ts' cts'-a" MIN. M PUBLIC R.O.W,'S) 1159 Castleborry Rd. ~ \ ~ SIDEWALK s'-o° a~-o° s' o° Clayton, NC
FOR YARD DRAIN USE DEWEY BROTHERS CONCRETE SLAB $'-O" 8'- 8'- 5'-O" $'-Q" NOTES ~ ~ ~ ' ~ I ~ ' I ! ~ ' ARIED Phone 919.553,6957
FRAME & GRATE CH-BN-199 OR EQUAL 1. SIDEWALK BETWEEN RAMPS IS ONGRADE ~ WITH ADJACENT SPACES & ACCESS NSEES ~ ~ ~ ~ ~ ~ i ~ BACK OF SIDEWALK
PROVIDE STD, STEPS o 1'-4" O.C. MUST BE FLUSH WITH SIDEWALK. _ ~ ` ' '`F ~ ~ ~ , ~ t ~ ~ I ~ ' ' ~ SLOPES _ ~o \ ~ ~ ~ SIDEWALK NOT TO FIRE PROTECTION ~ w ~ \ \ . ~ e ~ ~ EXCEED 121 8s
ATER " \ IF CURB INLET IS GRE 2, PAVEMENT STRIPES TO BE WHITE, 4 WIDTH. - ~ A I Flre Pr a tlon . ~ ' INVER7 RIP RAP ssoc oted 01 C - _ PIPE ADNALL ,F r , , TOP OF CURB
THAN 3'-0" IN DEPTH rRaM s' To 20' N d n N d n DO NOT APPLY OTHER SYMBOLS TO PAVE- - - 2a" DEWEY BROS. MH-ST-S OR EQUAL 26 PROVIDE STD, STEP MENT UNLESS SPECIFICALLY REQUIRED BY LOCAL - 1 1 Wi es an Dr, - - ~ - - 5 2 d p - - , ~ / / LIP NOT TO Raleigh, NC 27611
ag„ S CONCRETE - _ - % /i xs MASHED STONE EXCEEDS/2 GUTTER LINE
g" CONCRETE BRICK @ 1-4 O.C. IF CURB CURB STOPS (TYP,) OR STATE GOVERNING BODIES. - g~~ INLET IS GREATER 3, SITE CONDITIONS & NUMBER OF ACCESSIBLE / sFD I „ ! ~ ~ ~ , Hic% % 3 HIGH YIN. Phone• 919.553,4021 ~ ''~NnTaR ~ ~ I' ' / ~ : ~ 1 srANOaRO cuRB ' / + i a,,E j~E _y - - SIDEWALK
RCP (AS SCHEDULED) g„ THAN 3'-0" IN DEPTH CURB & SPACES MAY VARY, ADJUST AS REQUIRED, VERIFY / ~ r CIVIL ENGINEER ECG ~j / l ~ ~ l ACCESS RAMP ~ / J I ! I I I
L DEWEY BROS. MH-ST-5 GUTTER WITH LANDSCAPE ARCHITECT AS NEEDED. i CONCRETE WASH g„ . , OR EQUAL 1 I I ~i ~ \ ~ Withers & Ravenel ~ I
' SLOPE CURB WITH RAMP DEPRESSED CURB 111 MacKenan Drive ~///i PERSPECTIVE VIEW SECTION Cary, NC 27511
„ _ _ Phone 919.469,3340
SHALLOW TYPE 6 CONCRETE BASE(3000 PSI) PEEP TYPE - - (5 FEET OR LESS IN DEPTH) (GREATER THAN 5 FEET IN DEPTH( R P .,f,~9~d~. PIPE INVERT SIDEWALK I
'DOW 2/. MAX, CROSS SLOPE. W~,, i CURB & GUTTER "REr To ~ 1' FL000 AIP RAP HEaDMALL Project 061-071 AREA TO RE STORAGE 2'
ois uReeD ~ (CUT, FILL, ETC., DtsruReeD / OZONE NOTES: (CUT, FILL, ETC., 3, GRAVEL 6 RIP RAP FILTER GRASS STRIP
FOR CURB INLETS USE ~•SLAB DETAIL RAMP ~ ~F ~ col ~F( I / NATURAL REAM BASIN DETAIL IS ' `\OAy _ _ ~ GROUND DESIGNED TO PROTECT
DEWEY BROTHERS FRAME & GRATE L • 8.0 ~ ~ ~ HDCP SIGN D ACCESSIBLE SPACE, INSTALL ~~~I.S- ~~y E%ISTINGPIPE INVERTS ISD~IETRIC VIEW `~'~n%~, I I . i Nx,u n,.ir.~,
- -74 OR E UAL g„ SLAB THICKNESS AND S • 6.25X ~ 1' BACK OF WALK. SEE ACCESSIBLE PKG, CH BN D Q 38~~ REINFORCEMENT FOR 2s" XS = 2/ ' SIGN DETNL 5/L•6 NOTES DIMENSIONS AR SOIL AND TRAFFIC SPACE UNLESSMOTHERM NOTEr DIMENSIONS ARE , THAT DRAIN 1 0 ACRES ,t ~,Hy,~~.M I. MINIMUM ACCEP IaRLE OR LESS. ' °'!4~u„A„u; 1 I UNLESS OTHERMISE \ 1 AIP RAP STAMPED SURFACE PATTERN ~ti
2g" LOADING BY AN SLOPE CURB~`~--VAN ACCESSIBLE SIGN, NoTEO. e" NOT TO EXCEED 5' ENGINEER WITH RAMP SEE 4/L-6 INSTA1l CONCRETE CURB STOP ~ EACH ACCESSIBLE SEDIMENT STORI NoTEO• ~ cuss SEDIMENT STORAGE a5 MASHED STONE Q~ 0
MA%. SE0111ENT DEPTH (CLEAN OUT POINT) • • '
~ SPACE LACKING CURB, CENTER CURB STOP IN SPACE g. NOTES; WITH FACE OF STOP NEAREST WALK 2'FROM WALK, SECTION THRU BASIN, FILTER AND CULVERT P[PE
' M T 13 TYPICAL ACCESSIBLE PARKING SPACES LAYOUT aN HOR CURB SERCURELY TO PAVEMENT, L OVER 8 IN DEPTH, 12 WALL THICKNESS TO 6 FRO OP C NOTE THIS DETNL APPLICABLE TO ALL DRIVEWAY CURB P FI T R RM IN W ARY P I RI HT - F-WAY. GRAVEL & R) RAP L E BE BAS curs IN To N of c uBL c c s o
g" • ` ' ' 3000 PSI CONCRETE OF WALL AND 8" BOTTOM SLAB SHALL BE USED. L6 N,t,s. 1 !EXISTING PIPE INVERTS)
HANDICAP CURB RAMP DETAIL
HORSH( 14 HORSHOE FILTER BASIN 15
12 CONCRETE BLOCK OR BRICK CATCH BASIN 4'-0" MIN L-s L-6 N,TS.
L s N~T,s, GRAVEL DIKE Client
3~1 ~1~~%
HOLD DOWN STAKES , 1,5 'MIN, ~ /
A . , N , M MA A A N A R
, f I - Hi oods Fo hIlimi~dParluelshi NIS CAP UNIT W ~ P I,
- THE TOWN OF GARY REQUIRES THAT "THE OWNERS OF THIS PROPERY AND THEIR AGENTS, HEIRS, OR ASSIGNS SHALL BE IE ADHERE TO TOP UNIT COH1 WOO~SPfO th IIlC.I~Spp~IICI'il~ C1' ~I
12 O,D, PLASTIC CORRUGATED PIPE - • INLET - RESPONSIBLE FOR THE INSTALLATION, PRESERVATION AND I I~ ~ 0° W/VERSA-LOK
• ~ - T NAN FALL PLANTINGS AND PHYSICAL FEATURES :;l MAINE CE O 3100 Smoketree Court ~ CONCRETE ADHESIVE
10 SPACING :r , - - - SHOWN ON THIS PLAN. THE OWNERS SHALL BE RESPONSIBLE Suite 600 j' 3LE \ \ ~ IMPERVIOUS FIL
• • -III-~ I I-~ I I-I I 11= - - _ - FOR ANNUAL MAINTENANCE OF THE VEGETATION TO INCLUDE IoE / / /i /i\/i\/i~/ Ralei~}, NC27604 12 DEEP w GEOSYNTHETIC REINFORCEMENT _ 919872.4924 ~
• ~ - - - - BUT NOT BE LIMITED T0~ I _ ~ SEE PROFILE DRAWINGS
- ~ ~ 1, FERTILIZATION (OPTIONAL) The Fescue lawn will be fertilized fourt ertilized fourtimes ~ a FOR LENGTH TYPE AND SPACING I > i ' e weed control / ~ II
1- ~F~, per year, February 20-30-4 fertilizer plus pre emerge weed conl ~,~~AAa~i;",~ Aprll~ 20-3-4 Fertilizer plus pre-emrge weed control September• g ~ f- / I ' l .September: , _ / I
• ~ - a~~`a\ ~ ` a1TH'~~A~ 16-25-12 Starter Fertilizer November 30-3-9 Turf Fertilizer plus 'ertihzer plus 2/. Iron ~ _ - I
.w~ ~ r 'n h II limited to removal of dead wood or br~ STABILIZE - - ~ ant 2. PRUNING P unI g s a be / III-I I d wood or branches - RETAINED BACKFILL ,
• ~xirv~ Tai for trees or for sight distances. Refer to Shigo standards when I OUTLET - _ ,~,v~ , -I- ndards when pruning. VERSA-LOK - MODULAR CONCRETE DRAINAGE AGGREGATE - I I-
• _ _ ~u ~~,.,u~ 3, PEST CONTROL (OPTIONF~U~ Pre -emergent weed controlfor laver ontrolfor lawns and shrub (ACING UNITS 12" THICK MIN. -I _l i ,
• - - beds may be applied in feb, Chemical treatment for insect infests - - aH~~ diseases may be applied only as necessary and shall be specific insect infestation and REINFORCED BACKFILL III be s ecific to the COMPACTED 95% OF MAX]MUM
• - - 4~4" • .I I aar~,xraSA,vA~u~ problem. P _ STANDARD PROCTOR DENSITY
• - - 4. MULCHING Mulchin shall bemaintained at o de th of 2-3" in plans ' - \ APPROX. 2-3 in plant beds. _
' I I - - g• p - PLAN VIEW Mulch shall be reapplied as necessary, - \ EXCAVATION LINE _ ~ .
• ~ . ~ ' I - 5. MOWING (IF ANY) ~ Primary fescue lawns shall be maintained ota I ~Intalned ata height I_ _ 4 DIR. (MIN.) DRAIN P[PE Drawing Title -I - - OUTLET ~ END OF WALL
c _ - - of 3" and shall be mowed approximately 30 times per - - - ~ - r rf r as ma be maintained hi her and less fr er =I I' OR @ 40' CENTERS MAX. er and less fre vent, I I-) ~ I I q • - SLOPE TO DRAIN 71/8 /FT.) SITE DETAILS
1, PLACE SLOPE DRNNS ON UNDISTURBED Sal OR WEFT COMPACTED Flll AT year. Seconds y to a e y g ~ - - LOCATIONS AND ELEYATION$ SHOWN ON THE PLANS 6, PLANT PROTECTION Protect the root zone area of established pl established plantings dunng I I-I II-
~ ~-III-I I ~.I I i 2, SLOPE THE SECTION OF THE PIPE UNDER THE DIKE TOWARD THE OUTLET AT 2z construction, •I"~ IMPERVIOUS F[LL I
3, HAND TAMP THE SOIL UNDER ANO AROUND THE ENTRANCE SECTION M LIFTS 7, WATERING SCHEDULE FOR IRRIGATION SYSTEM The irrigation sy; 4' MIN, NOT TO EXCEED 6 INCHES regulated to provide approximately 1" of rainfall per week during I irrigation system shall be GRANULAR LEVELING PAD Revisions week during the growing 6 THICK MIN.
LEVEL SECTION ENSURE THAT FN.L OVER THE DRNN AT THE TOP THE SLOPE HAS MINIMUM season, The frequency and amount of water required will be deter ' Number Description Date i will be determined by current
DIMENSIONS OF 1,5 FT, DEEP, 4 FT, WIDE, AND 3~1 SIDE SLOPES, USE TEE ONLY weather conditions. AT SAG POINTS, OTHERWISE CONSTRUCT DIKE IN SHAPE OF l TO DIRECT RUNOFF PLAN REVISIONS 2/19/01
SECTION TO THE PIPE ~FLET 8. WEEDING All plant beds shall be sprayed or weeded by hand to n by hand to maintain
5. ENSURE THAT ALL SLOPE DRNN CONNECTIONS PRE WATERTIGHT, them free of weeds at all times. NOTE DESIGN/BUILD ENGINEERING TO BE PROVIDED BY
6, ENSURE THAT ALL FILL MATERIN.IS WELL •COMPACTED, SECURELY FASTEN THE EXPOSED SECTION OF THE DRNN WITH GROMMETS OR STAKES SPACED NO MORE THAN FAILURE TO MAINTAIN ALL PLANTINGS IN ACCORDANCE WITH WALL CONSTRUCTION CONTRACTOR '
TO Fr, nPaRT THIS PLAN MAY CONSTITUTE A VIOLATION OF THE UNIFIED A N I
TEMP.SLOPE DRAIN (If Re uired) 7. EzTEND THE DRNN BEYOND THE TOE of THE SLOPE AND ADEQUATELY PROTECT DEVELOPMENT ORDINANCE AND MAY RESULT IN FINES." R CONSTRU
/ ID 1 q Tur n~rtirr rcrw ronc~nu ntnT FO
n~ vv.u. .v.w u.v.nv. L 6 N.T.S. 8. MAKE THE SETTLED. COMPACTED DIKE RIDGE NO LESS THAN IFT. ABOVE THE TOP
OF THE PIPE AT EVERY POINT o.o.n By JSL/MAY
9. REINSTALL SLOPE DRAINS AFTER SILT BASINS ARE REMOVED. SLOPE DRAINS LANDSCAPE MANAGEMENT SPECIFICATIONS 18 TYPICAL SECTION THROUGH VERSA-LOK (OR EQUAL) RETAINING WALL Checked By scs L - 611, j
ARE TO REMAIN UNTIL ALL SEEDED AREAS ARE ESTABLISHED. Dote Issued 1/02/01 L-6 N.T.S. _ of _
10. IMMEDIATELY STABILZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION AND L 6 AFTER REMOVAL OF TEMP. SLOPE DRAIN i

VEGETATE BASIN 1
NSIDE AND OUT WITH 3 GAL. WAX MYRTLE
PLANTED 4'-6" ON CENTER ~I , 1
ri
~ STORAGE FOR 1" RAN EVENT X 1,2 CMP RISER TO BYPASS
SIZE VARIES SEE CHART BELOW GREATER THAN 1" STORM PA es~ n g
SEE CHART FOR SIZE ~ ~ SOIL AND RIP-RAP RIM AND INVERT VARY Architecture
SEE CHART I Landscape Architecture
~ r 3 ~ MOUND GRAVEL OVER i~, ~
~ TRENCH IroN, 20 FT. LONG Plannin 9
z s'-o" ' /IVY ~ , ,~-a , Interior Design Y 2
~ MIN. I ' ~ ' VEGETATE BASIN
4'] I INSIDE AND OUT y
~ I WITH 3 GAL. WAX MYRTLE i i ~ ~ PLANTED 4 6 ON CENTER ~ PO Box 1308
_ ~o I ~ 300 South Dawson Slreet
,..Ja l,wJ\ s^n~? ti~`t w. •.\•Ja li.i.l -ic ~lw.\ ~ Raleigh, North Carotlno 2T602
~ ,~'i ~y/ ~/~V'/!~ ; cam. Fax: [phone]
FES ~ ~ I~V~ ~i ~i~n~ _ ~ ~i 1~1~ ~ l~~'~,,. ~
H 40 PVC SI . ~ ~~V~ /A~ ~ 6 SC ~ ~ ~ C Co ri ht 2000 91982,554 PY 9
_ ~ /~y' /~~y' i ~ FOR 1 CFS DISCHARGE Serfs
- - - - -ti ~l- - ~ F V PREADER 13 LF 0 LE EL S 1~ /'r ~ A~
- - ~ - - ~'h, 7'-0" WIDE ' rf ~ f r' ,a• ~
fe
° d s _ c
- - - - - . II - ~~1~ - a,~a
- ~ ~ ~ _ _ 3 - - r- -i ,
- _ ~ - ~"-rr - i = ~~i ~ - ai_)¶ I~I i- _ -
- - _ - i _ - U„ ~ I ~ - _
- - i - - T_ - - _
D FABRIC WRAPPED CMP OUTLET PIPED - - - - WI x - SOCK DRAIN IN 2 DE THROUGH BUFFER - - i _ ~-II - I - i Associates /Consultants
20'LONG x 14,5" DEEP TRENCH
COVERED BY MIN. t2" - - TRU TURAL ENGINEER - - S C - ' - i _ - - - - ~ - - ~ ` - Steel Technolo ies
PEA GRAVEL NCDOTSTD•78M 9 - - - - - - P.O. Boz 7217
CLEAR 5'-0"EACH SIDE- OF PIPE TO MINIMIZE 5 0 EACH SIDE i - - - - To MINIMIZE - - - Rocky Mount, NC 27804
IMPACT TO BUFFER TO BUFFER Phone [phone]
STABALIZE W/ VEGETATII 1 Section Throu h BMP Permanent Pit ZE W/ VEGETATION
ELECTRICAL & PLUMBING STAKE IN FIELD TO Crenshaw Consultin Eng.
6-6 Scale 3 ~ 1'-0" 16 9 VERIFY OUTLET 4008 Barret Dr.
LOCATION Raleigh, NC 27601
AND ELEVATION Phone [phone]
MECHANICAL
Lee ~r Conditioning
1759 Costleborry Rd.
Clayton, NC
Phone 919,553.6957
Parkwest II Volume Calculations for approx. 85% TSS removal from 1 inch rainfall FIR PR TECTION _ , E 0
Outlet # Drainage Impervious % R (0.05 + Volume Volume Increase PARKWEST PHASE I) - OFFI( II -OFFICE COMPLEX 7. Level s readers or other structures that rovide diffuse flow shall be maintained eve six Associated Fire Protection
Area (Da) SF Area SF Impervious 0.009x%Imp) Req'd CF for sediment DRY DETENTION BASIN OPERATION AND MA 'ION AND MAINTENANCE AGREEMENT p p ry 1 1 Wides on Dr, months. All accumulated sediment and debris shall be removed from the structure and a 5 2 p ~
buildup(1.2 times) ' Ralei h NC 27611 level elevation shall be maintained across the entire flow spreading structure. Any down g
CF The d ten i n a i fin the d dete n Phone [phone]
ry de t o b s n system is de ed as ry etention basin the filter drain structure gradient erosion must be repaired a d/or replanted as necessary. ~s the dry d , CIVIL ENGINEER
10 125,045 85,605 68% 0.666 6941 8330 and the large storm event bypass network. I acknowledge and agree by my signature below that I am responsible for the performance of Withers & Ravenel
200 51,105 31,500 62% 0.605 2575 3091 follows: the eight maintenance procedures listed above. I agree to notify DWQ of any problems with the 111 MacKenon Drive
4 19 6° .732 1594 Maintenance activities shall be ;performed as follows: 400 26,1 8 ,soo 7 0 1913 system or prior to any changes to the system or responsible party. Cary, NC 27511
500 44,488 28,008 63% 0.617 2286 2743 1, After every significant runoff producing rainfall event an Phone [phone] ainfall event and at least monthly: ~r~ bef5on
600 193,356 167,588 87% 0.830 13375 16050 print name: " ~ Project 061-071
700 65,123 37,200 57% 0.564 3061 3674 a. Inspect the dry detention basin system for sed erosion trash i I • ~ l rcc~"e(' bt- G vc ~ o Yhly+ S~ L !stem for sediment accumulation, T t e.
accumulation, vegetated cover, and general conditie general condition. ~ • 3 0 5?~ nw Co NG z tin - Ion Address. 10 utr ~ I
b. Check and clear the orifice of any obstructions sup I h draw down of the tem ora Phone: ( ~ 'x'12• bstructions such t at p ry
pool occurs within 2 to 5 days as designed. igned.
1. Repair eroded areas immediately, re-seed as necessar ~d as necessary to maintain good vegetative cover, Signature;
mow vegetative cover to maintain a maximum height ~ximum hei ht of six inches, and remove trash as g Date: 12 l3 ~d I
needed.
2. Inspect and repair the collection system (i.e. catch ~m (i.e. catch basins, piping, swages, riprap, etc.)
quarterly to maintain proper functioning.
I, Q.~ a Notary Public for the State of
3. Remove accumulated sediment from the dry detention dry detention basin system semi-annually or when 1Jur~ C.r,.r~l,>',G.- County of v~o,~,ce ~ do hereby certify that crent
depth is reduced to 80% of the original design depth (el which sediment deposition has reduced the volume t lesign depth (elevations listed below). The depth at i the volume to 80% of the original design depth v?-~ personally appeared before me this day of
shall be permanently marked on each basin's riser str I ~ ~ Basin s riser structure. Removed sediment shat be
disposed of in an appropriate manner and shall be ~ .r~.N..be~ ~-DDl ,and acknowledge the due execution of the forgoing dry / PE and shall be handled in a manner that will not
adversely impact water quality (i.e. stockpiling near a ~kpiling near a detention basin, wetland or stream, detention basin maintenance requirements. Witness my hand and ofFcial seal, FO hIsmltedParmershl
etc.). III W00(~ ~ P
,~6°`~ ~'A c oHi ~oodsPro ~i Iac its cneral ar~Ier ~ ~ e~ G ®iR90 'i !e IN
Bottom of Pond 20% Volume Top of eQ ~ p~~ e`~ ~0 ame Top ofRlser P•A a .d 3100SmoketreeCourt
Outlet # Elev. Elev: EIE Elev. ± ~t~Zn.ot~ p ~ A Suite 600
10 362.00 363.55 365 ~ 365.50 ~ c ~ ~ 4 Ralei NC 21604 4 ~ J 331.50 a [phone]
200 328.00 329.20 331 400 354.90 356.65 358 " q~ ~ 358.40 g~ e,~ , U~„q
500 362.00 363.40 365 365.50 "o,~ ~""•.„"."•'°'~'~'am'
600 350.00 351.85 355 ~ 355.50 ~y;~ ..f~t1~ ~s3 ~
700 372.00 372.90 375 375.50 ~~.~~?~~?s~ a
SEAL
4. Remove cattails and other indigenous wetland plants roetland !ants when the cover 50% of the basin p y M commission ex fires
surface,
i
5. If the basin must be drained for an emergency or to I sediment through the emergency drain shall be minimi~ ergency or to perform maintenance, the flushing of ihall be minimized to the maximum extent practical i
i
6. All components of the dry detention basin system s~ Drawin Title assn system shall be maintained in good working e
order.
IT DETAILS SE
Page 1 of 2 Page 2 of 2 Revisi°ne 1, 'age 1 of 2 a
Number Description Date
1 PLAN REVISIONS 2/19/01
2 B~1P DETAIL ADDED 11/27/01
6" OUTLET & GRAVEL 12/10/01
t
"1~~~
k`, Drawn By 11,JL1mni
P -~O' Checked By Scs L-6H
V 1, 5 Ic Dote Issued
Q R 1/02/01 -Of . o~ F°
..AWESTON\0610711L6Adetail.dgn 12/10/01 04:42:24 PM

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LINE TABLE CURVE TABLE WAY .2 aN PARK
L]NE LENGTH BEARING CURVE LENGTH RADIUS CHORD BEARING L2 54,97 N06°49'15"E C1 312.18 460. B7 306.25 561.49'22"W WEST , sraKFOxo a Q
L3 84,11 N41°36'38"E CZ 379.95 696.62 375.26 N65'42'13"E r i
L4 43.52 547°11'59"E C3 217.30 894.93 216.76 556°45'09"W w, CARY PKY. N y P~
L5 110.82 536.28' 06 "E PROPERTY OF esl n I S 1 TE ~ ~
L6 58, 85 537° 06' 28 "E ANY1L iNVfSiYENTS lT0 PARTNERSHIP OB 78i1. PC 0014 I
L7 61.79 517° 49' 18"E PIN 0755511147 58, 7T ° I~ErP~ L8 576 46 55 E / Architecture Fa I
L9 56.02 570°09'30"E ~ Landsco e Architecture P ~ ~
L10 50.38 S36°06'36"E ~ 54 Planning MAYMARO Inferior Design
L11 46.37 525°02'40"E 1 ~ ~o, c
L12 52.99 532°10'08"E L13 66.27 522°58`58"E ~ y xoRFax sour~',?a wuc Roao
L14 26.13 527° 04' 37 "E PROPERTY OF ~ ARY NC C
L15 17.82 S20° 07' 09 "E vESrRlDfcf aT AESrow 088704 PG. 1544 PO Box 1308
4 9.4 7 0 : rr PIIONE55PECP8d ° / ~ ° ~ L16 S47 38 46 E / ~ USE: MICE ° 1 ` * 300 South Dawson Street
L17 37.70 S76°26 31 E 1,~ L16 14.49 509°21'11"E ~ ° Raleigh, North Carolina 27fi02
L19 21.40 548°50'18"E V1ClNITY MAP - SCALE. ~ • 500o Fax: [phone]
L20 41.10 581°22'54"E \ • „ / , i
L21 35.19 575°16 04 E ~ • nCo rl ht 2000 ~ PY 9
1. 3 ` L22 4 3 534 13 49 E ~ ~ ~ / L23 31.53 549 02 48 E PRDPERrr Df / ~ , Seals
IESTRfOGE Ai MESTOY / / . o ~ " ~ . L24 36.33 526 50 54 E DB 842J PG. 2275 / ' I
° ~ „ PIN 0755 415 7 70 • / / L25 47.89 512 45 34 E ZONE: PECP ? / ~ \ , ° ~ " USE: UNDEVELOPED . . `'f,. v1~
L26 46.02 519 42 18 E / / ~ ~ ~ ~ ~ ~ ~ t
7 43.82 °1 '57"E / ' ~ \ ' L2 564 2 , ` ~ ~ „ i ~ i n :i ~ 1
L28 56.41 562 09 55 E , , \ `s~ L29 25.83 541°11'31"E ? ? ~1
i a ~ ~ • m , - - -q R~ f ,t • F PRQ°ERIY OF a aU f A~ ~ lip
` / ' / ~ 1 ~9 • 1 •C y NiS SYSTEMS CORPORATION 'ta '1,'..ll • B,, OB 4178. PG 656 _ _'s P1N 0755.04-51-5880 -1 a aU r ~
• MB 1990, PC 580 ?6 7GNE1 OSIP v.-. ,
\ \ \ , /pa Op ~ ~ p'p6 1 ~ T ,S`p USE: OFF1CE - - , In A ra
`9~
n, ~ ? • ~ \ • ' PRL1°fRTY CF / \ \ ~ ' - ram- Associates /Consultants
IESiRlOCf Oftj(CE . \ \ • ~ 1 \ DB 8198 PC. 95f \ ~ t1 P!N 075541!5!0 \ \ , 1 ` \ - • - e Imes a Ion roslon
IONEt PECP : 1 / USft UNDfVELQ°fD ` \ ~ STRUCTURAL ENGINEER
, 9; \ ` - - e Imes a Ion raSlon- SteelTechnologles ~ P.O. Boz 7217 ~ ,
/ \ J / ~ \ ~ Rock Mount NC 27804 A , 4A an sca e Y
\ \ Phone [phone].
\ \ ~ - ndsca e- 4 a
~ ELECTRICAL & PLUMBING \ \ -4 - andsca e- L
HICNMOODS Sf ICE 1NG \ OB 8If6 PC. 194 ~,/'I ~ ° w ' Crenshaw Consulting Eng. \ ~ _ - 4008 Barret Dr,
P!N 0)55]14741 . 1,~ N P ' / \ Pf zoN~r vELDPED YrLS .i / \ usfr uNOE ~ ~ / \ \ 4 - an sca e \ Raleigh, NC 27601
•i ~ _ _ Phone [phone] II \ Ie eas
/ , r \ - MECHANICAL
~ \ i• ~ ` , I e e aI s . ~ . Lee Air Conditioning
(sIDE a) - - 1159 Casflebarr Rd. le ears Y
• -'4, =+~~----=~,•.r- _ ~ ~~ro MATCH-LINE----- ClOyton, NC
• 7 . ~ ry sIDE-6 - ree UrVe Phone 919,553,6951
PRLrfRrr a ~ / / , y~ - ree urve FIRE PROTECTION \ c
/ Nfp110DD5 FDRSYINP ! ry/~~~ / ° LlYI PORTION OFRSfI! ~ 2• / / Y I ~ ~ Associated Fire Protection
vrN orae. fe~+o-89+o Y / • Coro r rcano ~ ~ - In I hm a ~v, 5121 Widespan Dr. ~
! ° ~ ~ ~ ° ~ _ _ c R 1 1 h NC 27611 1 ae , 1 Irin 11 0o a 9
~ / / / \ \ _ Phone [phone] \ _
T E / ~ R ~ A e P • ~ r"' i / ; I PRwEarr a• 1 1 IV In • \ YSTEMS CGrtPORAT(GN e a o \ • ~ MISS CIVIL ENGINEER
(5501 1540] ° ! ~ l ~ I ~ ' 48,00 RSF o 48,000 RSF ~ ~ ,a~ e ~ I ~ ~ ~ Prx~olss ~o4~s'oJ6 _ I . PG 1114 1 990 1 loor an ~ v n I 1 1 Whr R ee tes& o
~ STOR / ~ I h ~ ~ ~ ~ a~or~rr ' nn4DER coNSr~ ; f! \ , ~1 MIMR'ACIURJNG ~ ~1 _ _ 111 MacKenon Dave
. (U'G6i \ Iv In 1 1 • 1 ato s \ e Cor , Nc 27511 \ ~ Y
r 1 ~ , ~ ~ I ~ . I . \ • _ _ Phone 919,469.3340 ~ FI r PI n 1 1 1 1 0o a
1 ~ Nra ~ m. i ~ ~ \ - - Praleat osrort
IPa r 41 ~ ryIN 0 I I v t o• I I I 111 1 va ans. i>j
r I Z m I• ''t 1 , . - W r n W W r ae a \ ~ ae ase
r °N + I' m I
I, I . ° I I I .'~1f8,800~ RSF • , ~ f ~I o ; (a s~QRS~; • ; ~ a er ase a er an
' \ r ~ I 1 l t _ ~I ~ s anI ar ewer a ro e
OIN i~ ~ w
~ ~ 4 - arm ralna e ro I e
•~7rr N •1 I r fl arm rama e o le
~ , • ~ / ~ _ ~
4 I I . ~ In II r arm ra a e e a s , / ~ ~
~ t ~ I . ~•r:~, ~ \ ~ t ~ ~ a er e al ' ~
~ • ~ ~ ? ~ ua~,ir, . 1 ! \ \ - ~ \ ewer a als
I~ ~ I , I ~ ~ t.'.: ~ • ~ ° ~ ~ ~ 'r:, ! ` ~ - Client
\tiC ~ . rkw M I n Wsna a ea ~ eo ~ ' , I \
. ~ m rovemen s ~ i \ ~ 1/ ~ ~ ?o ~,.r.•
? i \ . \ \ P < p
' \ ara^ERrr ~ 0 h lfXlFaTtIl2TSh1
~ ~ ~ `~al• . \ s H] woods F I,~u ¶ . \ PRESSPAR 1NC f \ ~ • A6 199?. PG 1014
N o ...LIRA NIU ° I \ t, P!N 0155.04-60-7411 ^^II0 Hl WOOdS P Th IIlra 1tS CIlCIid CT \ W ~ 7LNEr Odle ~ 1 ""1 g j-"- / ~ USEt AWNiACTUR/NG
~ 0. \ ~~,,9 3100 Smoketree Court ~ \ 4,\- ~ 121
~ - - ._._.L..~~. _ _ _ N85.06~3T"W ~•~,~50~.•,.,.....~...~. ~ ~ Suite 600 p ~ ~ , ~ Raleigh, NC 27604
° 572.10'
Y6ot , \<2 919 872924 ( l ~ ~
I PROPERTY OF O . ~ z~~oa.~ ,a
Y4RY EARP MOOR! DB 4020, PG 950 W~ P1N 0755•!8-40-64?1 l~
Ep40 1 ACRICIL 1INE ~ I IRE! W1FKlQ°f0 t ' ~ \
I t ~ t , 1
N, O SIN 1 • I ; 1 •~N
°z' ' ~ 1 ~m 1•
o ~~~a1 " ,..,...,.....,......mina,...
1 ~ 2a
I \
• 300. • 300.85 ets.ss'
GSI. Rt Drawing Title
PROPERIr Of
SCA NORTH CAROClNA CTO. PARTNERSHfP
OO 717J PC. 0741 5~ P1N 015497865 YVODU 0 UU ZONEt PECP W u w
USft GARDEN APrINTS. ~ Revisions
Number Description Date
Q PLAN REVISIONS 2/19/01
© ADDED SIDEWALK 3/19101 i
© V R 9/7/01 ADD BOTTOMLESS CUL E
12.5 0 125 5D 100 150 300 FEET ^`1 -
14 pq vown dy JJL
1 l\o~ Checked By SCS,MAY COVER 1 ,~R
SCALE V- 100'-0u \)G C Date Issued
Q R 1/02/01 -of . ~ Fo N0

i
GENERAL NOTES
I
1. NI construction to be performed to current Town of Cary standard
s ecifications and details, both within ublic R.O.W, and on rivate ro ert . P P P P P Y
2. Two Dumpster /Recycle locations to serve all three buildings. Owner shall
provide Town of Cary with Cross Access Agreement.
3. All asphalt drives & parking areas to be edged with curb and gutter or i
concrete sidewalks.
4. Ph sicall im aired curb cuts shall cam I with "Guidelines for Curb Cuts and Y Y P PY ,
Ramps for Handicapped Persons". . ri
5. All measurements are to the back of curb unless otherwise noted.
PROPERTY OF . Width of parking space in curve measured at end of space nearest radius point. i n A es
ANVIL INVESTMENTS LTD PARTNERSHIP VERSHI P 7. Contractor shall notify utility companies to remove and relocate utilities as required to construct project. Notify and coodinate with Owner's underground Architecture
DB 7811, PG 0014 irrigation system (Weston Parkway} maintenance contractor regarding system
PIN 0755522147 Landscape Architecture modlficotions (abandonment and/or temporary plugging of lines, relocation of
ZONE: PECP s rinkler heads valves lines etc.). Planning P
USE: DO 8. Ensure all permits relative to this project are obtained prior to construction, Interior Design
9. No Chan es to on aspect of this site plan ,including but not limited to 9 Y
landscaping, grading, building elevations( especially colors), lighting, or
~ u~il~ies willbe made without the approval of the Development review PO Box 1308
~ group of the Department of Development Services 300 South Dawson Street
10. All HVAC s stems shall be screened from off-site views Y Raleigh, North Carolina 27602
~ 11. Alldumpster and cardboard recycling locations willbe screened from off- Fax: [phone]
~ \1 1 1 site views.
12. Where existing vegetation fails to function adequately as required,(ie, buffer 919,821,5547 C Copyright 2000
1 ~ ~ ` ~ type A,B,C and 100' Thoroughfare Corridor Buffer) the Cary Site Inspector reserves
~1 ~1 the right to require supplemental plantings in additionto those shown on the planting plan seoi9
based on actual field conditions.
PROPERTY OF ~ ~ 13. All exterior site li htin willbe desi ned to revent off-site lore. 9 9 9 P 9
A T WES TON - WESTRI DEGE , ` 14. The size of the planting ores and size of plant materialot maturty shall ,~at~ 2~;, allow fora 2.5' bumper overhang from the back of curb, ~ `
DB8 704 PG. 1544 .0 ~ i 15. All tree protection fencing shall be maintained until all site work is
~ PIN 0 7554 1 7988 ~ ~ ~ ~ ~ completed .The fencing shall be removed prior to the final site inspection ~ ~
ZONE. PECP , / . ~ 1 for the certificate of occu anc (CO). II P Y •
USE. OFFICE ~ ' 16. Utility equipment and facilities associated with on-site electric ,cable ,
` N 'p , f tele hone as or other similar utilit sahall be screened to the extent ` { ~ ~ . P •9 Y
/ possible ,with evergreen plantings .Plantings shall allow for a minimum of
a 5' clearance around the structure to allow for access. Additionally ,any
-o side of the structure having a door or lock, the plantings shall slow fora 10' Associates /Consultants clearance. The amount of clearance shall account for the size of the
/ ,i' ~ \ . STRUCTURAL ENGINEER plant material at maturity. I T hn I i
` s ~ \ Stee ec o og es 17. All curb radii are 5 unless otherwise noted P.O. {3oz 7217
9g~ ,1 \ 18. For cam lete boundar information see Cover Sheet. ~ P Y Rocky Mount, NC 27804
/ ~ \ ' , Phone 252.937,1122
~ 1 ~o
i ~ \ G ~6\ 9- ELECTRICAL & PLUMBING 9.
6 9 v Crenshaw Consulting Eng. 4008 Barret Dr.
• ~ ~ I ~\C~ PAVING LEGEND ~ ~ F Rolei h, NC 21601
' ~ ~ a . , ~ \ 9 ~ ' HEAVY ASPHALT- 10/ L•6 Phone [phone]
s ~ • PROPERTY OF \ ~ I-2 i 2 au~uER ~ s ~~a~ MECHANICAL !
' i 1,. WESTRIDGE AT WESTON ~ \ Lee Air Conditioning
OB 8423 PG. 2215 i ~ ~ ~ \ ~ 1159 Castleberry Rd.
PIN 0755415770 ? ,.''1 ? , LIGHT ASPHALT- 101 L-6 ~ Clayton, NC
ZONE. PECP ~ / / 1 NC T T • / ~ 2 I-2 / 6 CABC Phone [phone]
USE: UNDEVELOPED ? , • ~ . , ,~'~OP SIGN,. ~ / • ~ 7 1
' ~ . R 35'-6" / xOP OF ,BANK AS ti CONCRETE PAVING 6l l 6 FIRE PROTECTION ti %
~ FLAG EO BY S&EC ~ ~ • , ~ / p, ~o• i , a 6" 0 4000 PSI Associated Fire Protection a`0 i 'h ~ 5121 Wides an Dr.
? STOP BA~~ ~ • ~ 11 . ' REAM ~ • . . 5.E. 0 S ~ ~ P i ~ Raleigh, NC 27611
? 'WITH ARR S , ' ~ . ~ ~ , . • / II,~ACT ~ / ~ ~ ~ 4 1 ~ Phone [phone]
? , . 1 •s
o ~1 ~ CIVIL ENGINEER ~ Withers & Ravenel i
~ / O 1 ? ~o s ~ G s o 0~ 111 MacKenon Dnve I
A ~ Cary, Nc 27511 ~
~ p~ ~ ~ 12 ? / ~ 1 ~ ~ ~ 9ry G 0 S? . Phone [phone] PROPERTY OF
~ ' V Y 1 ~ G MTS SYSTEMS CORPORATION
~ i~ ~ 0 ~ 1 ~ ~ ~ Pro~e~t ost-ovl CP , PG 656 ~ OB 4128
~ , ~ ` ~ ~ / r1` ~ PIN 0155.04-51-5880
MB 1990 PG 580
` • ~ t vaF 1 ? ~ ~ ~ , oua ~ / 1 ~ ZONE. 0&IP ~
~ USE OFFICE
0. ~ / \ ;r /0 ~ . ST
/l g 1 / \
~ 1 r \ ? ~ ~ ~ .9
~ ~ ~ ` / ~ ~ ,
,i ~ ~ \ ~ ~
' \ •
PROPERTY OF ~ ~ \ ~ ~ \ i ,i \ ~ ~ ~
WES TR 1 DGE OFF 1 CE ~ ~ .r R 522 -6 \ ? •Q \ \ ~ , ~ Client \ ~ ~ ,
DB 8196 PG 1951 , p 1 \ ~ \ ~ \ PIN 4 755413510 ~ \ ~ ~ ~ \ ~
\ \ ZONE: PECP ~ 1 ~ . ' ~ ~ ~ \q~/
1 \ ~ ~ \ USE. UNDEVELOPED ? , ~ \ 1 \ \ f \ P
1 ~ ~ \ ~ \ ` \ \ ~ \ ~ ~ ~
~ l ~ 1 ~ 1~ woods Fo I~(t~Parmershl \ ~ ~ p
v' , Y \ \ ~ ~ c~ol~ woodsPro rb~ Inc Its >leral er ~ 110 ~ ~ Part°
~ Im h ~ \ ~ 3100 Smoketree Court I \ ~ ~
? •'i ~ • ' S .r W 1 \ ~ Suite 600
TOP 368.14 ~ \ ~ ~ ~ Raleigh, NC21604
=362.12 1''( ~ ~ ~ to OUT=361.92 , i \ ~ I \ \ ~ ~ ~ ~ ~ 919 8124924 \ \ ~j
/ i -'i ~ ~ NF ~ . ~ oc p(/ F I ~ \ \ ~ ~
/ Bll A~ \ \ ~
~ ' ' ` S. w -4 ~ `1 ' \ ~ . ~ \
\ ~ ~
\ \
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\ ~ \ ~
~ . • S. r o ~ \
~ ~ ~ ~ \ ~
,i ~ i ~ 18 ,CLAP FES , / / \
=354.44 ~ ~ \ \ ? \ \ ~ ,i•
~ ~ • ~ ~ Drawing Title
\~0, \ \ ~ ~F ~ LAYOUT A
EEC ~ / / ~ / . • G ~P / s \GS \ \ • \ F ~
~ / ~ ~ \ ~ \ 0 ~ Revisions
. ,\\BO ~Y
/ • Q~\ ~ ~ Number Description Dale
~ r , i • i of i ~R 0 \ A , . ~ ~ 1 PLAN REVISIONS 2/19/01
a , \ \ ~ \ ~ ~ ~ /wl N SIO WALK 3/19/01 . \ ~ ~ ADD DE E
~ 1 / . i 1 , / / / ~ / \ \ \ ` ~ I
I 1 1 ~ ~ / • \ \ 9/7/01 \ \ \ \ t\ / BOTTOMLESS Cl1LVERT
~ ~ ~ / / • \ \ ~ ~ ~Nt , PATS 21 . A~ ~
_ _ ____________~_~_____________V____.~_ _ _ _____a_.c~ _
J \ \ V Drawn By JSL
R 931-6" R 39'-6"
(S I D - ,~~Checked By SCS LAA
F 1 R 39`-6 OT STD. \ GGa Date Issued NCD 1/02/01 Q - of _
15 PROPERTY OF l l l / PROPS a R 251-011 STOP SIGN \ NO
. irrruiemMS FnR,SYTH
1WESTON10610711L11ayout.dgn 11128101 02:43:39 PM I I

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\ v \ ~ / 1 u • - PROJECT DATA ~
/ ~ / Pro ert address 1530115201 and 15101 Weston Parkwa i ~ PY ~ Y
~ \ \ o • ~ ~ ~ ~ / ~ R •9.611 , . , . o - ~ ~ Owner of tract to be~ i
(p , / 3 NCDOT STD. \ ~ ~ p~ . ~ ~ R~ o~ • cb ~ HI hwoods Fors th Limped Partnershi
~ , / ~ STOP SIGN \ ~ ~ ~ 9 Y P
~o n~ STOP B \ ~ • 3100 Smoketree Court
' Suite 600
, ~ a / . , \~F Ralei h NC 27604
/ ~ / STOP B \ F , / ~ / ~ • . ~ 1 ~ 9~
/ 50 NCDOT S D. \ ~ , _ ~ ? Zonin ~ PEC-PUD 9 C
/ NEUSE 1VER / . • . , SIGN FH STOP I G,~ a Use Off ice (Buffer Class 6)
/ UFF , . , , ~ / L~ ~ . ~ PA ~ esi n Total Acrea e of Tracts 25.02 AC
T / ~ ti / 30 • , . ~ i • . ,o ~ 9~ ti 9 l
/ ~ ~ ~ ~ Wake Count Pin = 0755.18-40-8940 Architecture Y
• , I '1 \ . \ \ Landscape Architecture
~ / RD 25 ••0 ' - R 4329'-51 11 ~ ` r r F f it in 1(X ~ 4 F Pionnin G ass S ua e oota e o Bu d 1530 ) 8 800 S Q 9 g
/ ' \ ~ PROPERTY OF Interior Desl n \ 9
/ I ~ ~ \ Number of Parkin S aces Re uired• 163 (1 s er 300 sf) ~ MTS SYSTEMS CORPORATION g p q p p \ •
• c a;. , ~ ~ I 60 ~ 1 \ ~ ~ Number of Parkin S aces Prouided~ 220 \ , ~ \ DB 9811, PG 641 g p
, ~ / ~ • ~ / I , \ PIN 0755.04-50-9036 ~ \ PO Box 1308
/ R 883'-45 • `'0~ • \ , Gross S uare Foota e of Bulldin 15201 (Y) 48 800 SF ~ ~ MB 1990, PG 1274 q g g ~ ~ 300 South Dawson Street
/ ~ 11-6 . ~ TRACT 1 / I~p , . , . . /p ~ ZONE:O&IP
l ~ l - 38.562 ~ , , , A A ~ Number of Parkin S aces Re uired 163 (1 s er 300 sf) Raleigh,North Carolina 27602 ~ ~ ~ \ USE. LIGHT MANUFACTURING . g P Q . p P ~ Fax: [phone] ~
l'l 771 F RD, ~ \ ,q 16 79 . , ~ ~ \ Number of Parkin S aces Provided 220 ~ 9 p ~ \
~ AR ~ - D2 . , 3 -o ~ ~ _ \ 919,82.5547 C Copyright 2000
r. 5.01-15 \ PIN D76 • . / ~ • ~ ~ , . \ Gross S uare Foota e of Bulldin 15101 (Z) 27 400 SF Q 9 9
W ~ \ I ° ZDNED PUD ~ RD ~ ~ , seals r¦ ~ ,
~ ~ ~ v 0 Number of Parkin S aces Re uired• 92 (1 s er 300 sf) , . 9 p Q. p P .,x,,.,
.I p I ~ I~(~ o/ ~ ~ ~ ~ ~ . ~ Number of Parkin S aces Provlded~ 124 . > 9 P
N 18 6 25-0! 18.611 ~I ~ ~ ' . ' ' 125'-11" ~I ' ~ ~ ,'l. r ' ~ ~ ~ ` ~ ~ s g ~ ~ ~ ~ ~ ~
' TOTRLS ~ r~~: ~ ~ ~ ~q ~f >PYd'' '3
I RD ~ I . ' r I ~ ~ ~ ~
o I~ , , I RD ~ 1 r + ~ r ~ I I f- - I ~ r` r . ~ Total Buildin SF~ 125 000 SF g ~ ~ ~ ~ ~ , q~~ f1~
to I I , O' I I I I r\ ~ • 1 ~ 'i -W~'.•3 Y ~ Total Parkin Re d• 418 s aces • 9 q P ~
Z ~ I I I .-Q r 1 7 I I I I•~ fl I 6 1 \ ~ / Total Parkin (incl. hdc .)r 559 s aces ~
. ~ 9 P P ~ ~
I I N I i I I<I 1 \ ? I . I `f Igo • I • ~I 1 j / ~ ~ r Total Hdc . Parkin ~ 11 (re .and roJ p 9 q p ~ X / ~ Associates /Consultants ~
~ ~ 1 , • Londsco e Rrea• 167106 SF/ 3.85 AC p ~
I' R wJ i. I I 1 ? I D I I ~ 1 ~ STRUCTURAL ENGINEER
' f l w RD • I I I I ~ r • • Im ervious Area 361548sf/ 8.3AC i ~ p ~ Steel Technolo yes ~ ~ g f /
1 I I , ~ ~ 8 Denuded Area 751410sf/ 11.25 A P.o. Boz 1217 C ~
/ I I I ~ I I / / Rock Mount NC 27804 ~ / Flre Lane Len th~ 3 660 LF ~ g ~ Phone [phone]
. I I I J ~ / ~ / ~
I I ' FH • 9 Sanltor Sewer Totals 682 LF oP EIEC CAI. & LU B G / OF $
I I / INK ~ 1 Crenshaw Consullin En . / Public Waterllne• 3 651 LF g g
I I ~ .,5 ~ / 400$ Barret Dr, / Q,PUD ~
rnl~' o I . • ~ ~ ' ' . . 1 , 11 o ~ I f ~ ~ ; , I R 753 -6 /e ~ ~ / euF ~ Car Pro ect Number• 01-SP-004 Raley h, Nc 27so1 FfR Y ~ g ~ Phone [phone]
A,~ I I I h p ~ ~ . ~ / ~ ~
A I,,. , . + / :.J I ~ RD / Q o , MECHANICAL / , Q ~ Lee Air Conditioning
1~~ I ' ' I I . , gyp/ I,n-~ O ml / ~ / 1159 Castlebarry Rd.
-P I ~ la ou I / /Q / ~ ~ Clayton, NC
/ ~ /o ~ Phone 919,553,6951
I 1L , Ian 8"-. PV I ' / Q I I RD _J' c~ o / / Q /~o ~ ~ ~ •
I I ' ' . , I .d. / / ro , FIRE PROTECTION ~ o,
I • ' I 125'-11" f / I o• • r ~ , Rjp ~ \ ~ Associated F~ a Protection / / . ~ fR ,o ~ eU 5121 Widespon Dr,
II 1 ~ 1 ~ / ~ R. G 1 1 p
I~ I . , ~ I,.~ + ~ f I ~ , ~ RDleigh, NC 27611 ~ ~ ~ ~ ~ ~ Phone [phone]
~ 1. ~ I I RD - . ~ I / I o \ o
( I 1 1 I 0 f I . ov C LEG EE / ? \
1 ~ 1 I I . ~ ~ • ~ ~ ~ ~ Withers & Ravenel ~ ~ ~ '
I ~ s I ' ~ I RD - ' I . , ' " I / / ~ ~ ~ ~ 111 MacKenan Dnve ~ ~ . ~ , ~ Cor , Nc 27511
~ , ~ 25 -011 ' 18'- ' I . 1 ~ Y ~ ~ Phone 919.469,3340 •~,1 ~
' ~ I I ? ~>u` 1. 11 1 ~ ~ ~ ~
I 13 0 ~ ~ ~ ~ Protect ost-on
I~ 1 ~ ~I ~ 1 _ 2 n~P, I • 1 ~ ~ ~ ~
i , ~ I II , Ity. T 1 R 10 -0 o L-5 1 11 ' ' ~ I I II ~ . ~ . 1 \ ~ ~ I
° 1 I R 19 -0 R 1387 -6/Z aI ' o I ~ RD j \ 1 ~ \ ~
° I I~ . • I 1 ~ \
u >I 1 1_ I„ I I I ? R X8,-0 • 1325 6/ I ~ , a? 2 ~ ~
1 r io l I I ~ 1 1 ~ 1 A m~
_ ~ 1 r • R351.011 I . 1 - , I ~ \ l 0 1~
I o~ ~ \ ~
- ~ . , . , , R60-p 1 ---_IZd~ 1 ~ o F , • _ ~ , I ~ • ~ ~
1, I F . ~ ~ ~ ~ ! ~ a; \ ~
01~ R446 6
• . 1 ~ ~ ~ \ ~
l t ' Mr , ~ T ' ' ,1.1.1....,11,11111 I ~ ~ G \ ~ 1 \ Client q? ` p~ LCD 'n , \
~I~ ~ 50 PUO BUfFER'••••••~~.,..1.1 •
° r~ w , wl~ / s ~ ~ ~ ~ ~ ~ / / ~ o T\ 1 ~
,N Z I ~ PR . o C RD ?s9 0 ? 9
~ IS 1 ~ \ o~ \ 2 1-I~ woods Fo hl~uledPar~ersh~ A, ss e ~ P
.,.,..~~a..w II I ' 1 ' • , , , fb w1..J...,. 1 ~ ~ . 0 ~ xr ~ ' ~ ~ o ' woks Pro rdea G,G i~ eneral er
....ww..w~.~.,......~_.,.....,..,.._. 35 R 70.611 , ; ~ • ' . 1 p Qo W 0.6 . ~ M~ a^ w._._._._._._. _ _ 1 . ~ Po ~ B P~ a oo \ ° M°p a^ \ , !3100 Smoketree Court
\ ~ ~ , Smteb00
. 1 0 • • r ~ . 1 o 0 ° RD R ' NC 27604
R13 5- ' ~ " ~ " I , . 1 \a.,. . `~C, 91 872924
• ~
' . , 1 I ' • . ' ` \ . 4 _
I . ~
PAVING LEGEND ~ ~ . ' . I ~ l.-6 Ro ~ ~
. , HEAVY ASPHALT- 10/ L-6 . . ~ ~
II / 11 R 0 I ~ , 1 I-2 2 810E / 8 CABC W , , • • . ~ '
\ ~ t ,
. . -
~ ~ MEDIUM ASPHALT- 10/ L-6 ~ i •
~ 2 I-2 18 CABC (FIRE LANE) . • . . . O RD -I \
. • ~ o ~ \ ~ i
O ' LIGHT ASPHALT- 10/ L-6 I U~ Drawing Title
II 11 ~ . 2 I.2 16 CA9C N I • Q , . o ~1 4~ . a ~ 1 LAYOUT-B
o ~ . , . ; 1 . ~ ?a ~
CONCRETE PAVING 6/ L-6 ~t' ,/~`I . „ „ II !
6 0 4000 PSI O . , , , , , , • ~ ~ R visions ' ~I t ~ ~I I •
. ~ I I • c,a J Number Descripiion Date ~i t RD ~
• •i I I F.H 1 PLAN REVISIONS 2/19/01 ~ ~
I I , /wl N I W K 3/19/01 p ADD DE S DE AL
I I p R ~ . 111111.11111 ..................1.,11111111111...11111..1111111.11 . I . ~ F ..............,~J...,..,..,•,
. 5' 0" ~ • • 50 PUO BU FER~ • BOTTOMLESS Cl1LVERT 9/~/Di
I 12 APB l~+'1 ~iT~ ti '7~a1
~ L-5 TYP1
i Q~ Drown By JSL
T i y ~ .
Checked By SCS L-1 B 00 N88000'59" A 0 00 v S
' . ._._..MTT75s~d-. 0 ~-0N 17f72/01 of'- o
4too 300-85/ °oc 816.5 5 No o~ 000 0 O pO
IWESTON\061071\L11ayout.dgn 11/28/01 02:44:46 PM F X C T. ! FXCT. R!A-RdP I

Q10 STORM DRAINAGE SCHEDULE
r am Length Downstream Slope Average Velocity Pipe Upstream Downst a Discharge Capacity Size Material Upstream Invert Invert (~s)
Run Structure Structure (tt) - 03 C8204 CB203 1.6 7.6 12 inch CMP 86.5 348 20 334.90 15.38 5.6 P204 2
• 1 C6202 C8201 2.8 6 6 15 inch RCP 29.0 330.00 329.70 1.03 4.7 P202 20
• Ot C6203 C6201 1.9 6.3 12 inch RCP 152.0 334.00 329.25 3.13 5.5 P203 2
" R E STONE Level Spreader(nottoscale) ADD 2.3 SU G P201-200 C6201 FES200 5 9 16.0 15 inch RCP 49.0 327.00 324.00 6.12 8.6 P405-404 C6405 C6404 1.3 3.7 12 inch RCP 101.0 375.60 374.50 1.09 3.9
& GEO•TEXTILE FABRIC ~ P404-403 CB404 CB403 1.9 3.0 12 inch RCP 29.0 374.25 374.05 0.69 3.8
• Ir a•.•'~~''"••,.{.:~~.,.. GRAPHIC LEGEND P402-401 CB402 CB401 0 3 3.7 12 inch RCP 72.5 375.80 375.00 1.10 2.6 P403.401 C8403 CB401 2.4 3.8 12 inch RCP 109.0 373.85 372.60 1.15 4,8
Vegetated ,y,^',~t. " ~•~'::"Transition EROSION CONTROL DEVICES divers>on p ~•r* ; r~ : • to 0 grade P401-400 C6401 FES400 3.6 12.6 15 inch CMP 61.5 362.00 354.00 13.01 6.7
.1p . ~•~r 'y.j J•,ta .r~ P504-503 C6504 C8503 1.9 3.9 12 inch RCP 83.0 375.60 374,60 1.20 3.9 P503-502 C6503 C8502 2.6 3.6 12 inch RCP 110.5 374.35 373.20 1.04 4.8 8.3 I I
, y ~ ? TEMP. DIVERSION D C P502-501 C8502 MH501 3.7 10.9 12 inch RCP 23.0 368.65 366.50 9.35
P505-501 C6505 MH501 2.8 11.3 12 inch RCP 74.0 374.00 366.50 10.14 8.3 6.4 10.1 15 inch CMP 24.0 358.00 356.00 8.33 7.4
~,.k•-,.+1 ~ , ~ y,. r PROTECTED INLETS TO BE y,1,.~,.X;!1Vw w. N StablGzed P501-500 MH501 FES500 0 98 1 4 ~ S g 506-210 C8506 CB210 0.9 3.5 12 inch RCP 66.0 378.90 378.25 9 4.8
~ • ~ w toe PROVIDED AT ALL STORM 5 P210-209 CB210 CB209 5.9 6.4 15 inch RCP 65,5 378.05 377.40 0 9 6 2
Stable ~ ~ .a r- STRUCTURES AS THEY ARE ,t?• ONSTRUCTED P209.208 CB209 C8208 9.1 9.6 18 inch RCP 90.0 377.15 376.40 0.83 Architecture J P208.201 CB208 C8207 10.2 25.0 24 mch RCP 49.0 375.90 375.30 1.22 4.8 Architecture
undisturbed ~ z. ~ y, C ~ L outlet w,.ti, 1, a„ ~ ru,^, w,~ • I''y~a• 4 1 24 inch RCP 153.5 375.10 373.50 1.04 5.4 Landscape P207.206 C8207 C8206 14.2 23
,~,.,~,,w, • ~ • ~ X X- SILT FENCE L5 P206.205 C8206 C6205 19.8 43.3 24 inch RCP 112.0 373.30 369.20 3.66 6.8 Planning 705-604 C8705 C6604 1 3 3.4 12 inch RCP 108.5 377.75 376.75 0.92 3. 1 n
b~ I'' „ w w (LIMIT OF GRADING) ' 4. 24 inch RCP 89.0 369.00 368.00 1.12 7.0 Interior Des g 205-205A C6205 CB2D5A 20.2 2 0
y,¦. tin yh, qa. d,• y, ~ • ~ 604-603 C8604 C8603 2.7 7.5 15 inch RCP 75.0 376.50 375.50 1.33 4.0 205A-602 C8205A C6602 20.7 26.0 24 inch RCP 197.5 367.80 365.20 1.32 7.1
~ , ~I,. y I, 3 4, ,..t••• d wl. ' q~ 0 0-0 TREE PROTECTION FENCE ,i 603.602 CB603 CB602 3.2 7.8 15 inch RCP 71.5 375.30 374.25 1.47 5.2
••l ~,.a. r• k' I" (LIMIT OF CLEARING) L5 i 602-601 C8602 MH601 25.2 59.8 24 inch RCP 43.0 365.OD 362.00 6.98 11.9 PO Box 1308 601-600 MH601 FES600 25.1 44.4 24 inch RCP 26.0 347.00 346.00 3.85 10.2
8703 0] 3.8 12 inch RCP 61.0 319.50 378.80 1.15 Z.o - 300 South Dawson Street P704-703 CB704 C
rocs Section . ¦ • ' ~ C . 16 ~ N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SLOPE DRAINS (IF REQUIRED) - P703-702 C8703 CB702 5 3 7.5 15 inch RCP 137.0 378.55 376.70 1.35 4.9 Ralei h, North Carolina 2602 8.4 15 inch RCP 29.5 376.50 376.00 1.69 6.5 g
r-PERMANENT BASE L5 P7o2ao1 cB7o2 cB7o1 s 2 Fox: 919.828.4050 P701.700 C8701 FES700 8.9 9.9 15 inch RCP 42.5 373.00 372.00 2.35 8.2
~ II ~ 1 Material Variable ~ 11111 6 SOCK DRAIN L6b 1 ~ FITR AM 6 P901.900 FES901 FES900 48.9 107 3 30 inch RCP 226.5 377.00 361.50 6.84 15.9
stapled in ~ t ~ TEMP, HORSESHOE L E D lace - ~ LS P r. s 6" SCHEDULE 40 PVC P805-804 DI805 DI804 0.5 3.7 12 inch RCP 56.0 387 00 386.40 1.07 2.6 g~ $21•5r~] C Copyright 2000 P804-803 DI804 DI803 1.0 3 8 12 inch RCP 35.5 386.20 385.80 1.13 3.6
4 - - min f~ Q 0.5/ SLOPE _ ; , FLARED END SECTION WITH P802.801 C8802 C6801 5.0 6.8 t5 inch RCP 63.0 380.70 380.00 1.11 4 7
- III I I f. 1 c I ~ ~ 1 _,~,~'-_.IiTT 11= (I III.... - _ I~1 LEVEL SPREADER ~ RIP-RAP VELOCITY DISSIPATER P803-801 DI803 CB801 1.3 51 12 inch RCP 261.5 385.60 380.20 2.07 2 5 Seals r~ 1311 11.6 12.3 18 inch RCP 201.0 379.25 376.50 1.37 7.5 tJ m. P801-11 C6801 C ,
. I~ ~I Ib . II---III -.I~II~ ~ L2o L5 • I ~ 13 LONG x 7 WIDE Level hp ~1111~1111.=IIIIIi ,l(1- II~f~~I I I-= II , (SEE CHART SHEET L-2A) P12.11 MH12 CB11 4 3 4 5 12 inch RCP 62.5 383.00 382.00 1.60 6.2 tF ~ 1~
ader - r"'IL_ of spre I I ~ I Il I l loll' = 1-- I 1_ ~I ~ _ I I,~~I 38.9 24 inch CMP 64,5 368.50 362.00 to oa 9.3 ~ Pt i-10 C811 FES10 16.3 ~ y` 7 1g6• 48 inch 2 RCP 68.0 325.50 323.50 2.94 15.1
l 1 e~~ed = II(~IIII~ , _ III ~r P101-100 HWt01 HW100 ' Q100 `~w~ Notes: ~ `
t3• min •/11 .9 • , , ~ s RCP is Class III Reinforced RCP Pipe ~ ,
' ~ ~ ~ MP is Corru ated Metal Pie g 1~~..
LEVEL SPREADER CONSTRUCTION SPECIFICATIONS: ~ o_ i`, / ' ' ~ HW is Concrete headwall "
1. THE MATTING SHOULD BE A MINIMUM Of 4 FEET WIDE EXTENDING 61NCHES OVER ~ ~ ,y HW,~ at HW101 is 330.69' ,
ON THE LOWER EDGE 1 f./^~~ THE UP AND BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ~ T RESCHEDULE ~ ~ ~ STRUC U ~ ~ I Top of Slab, Grate Bottom Elevation Structure Depth
THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY LACE WITH CLOSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12 ~ _ '~i r r I I II I HELD IN P ? , _ , ~ , r r r I I I l 1 I I Structure Description or Curb Elevation
INCHES LONG. ~ ~ ~ ~r r I I I I I ( i I I FES1 D Std CM Flared End Section nla 362.00 Na I I 5.50 368.50 16.5 Associotes /Consultants
2. ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM < n ~ • ~ I I I 1 ,o ,•//,a~ r r I I I I I RUNOFF. IL OT FILL . , % ° 1 I I I I I I I I I C811 Std Catch Basin 38 12 Std Concrete Manhole 388.00 383.00 5.0 STRUCTURAL ENGINEER I I 1 MH
3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SO (N ) 1 FES200 Std RC Flared End Section nla 324.00 nla Steel Technologies
RSION CHANNEL TO ? ~ / ' / r I i I I 4. CONSTRUCT A 20 F007 TRANSITION SECTION FROM THE DNE , 1 ~ / , / I~'I ~ i I I I CB201 Std Catch Basin 334.25 327.00 6.8 P,D. BOX 721 I
BLEND SMOOTHLY TO THE WIDTH AND DEPTH OF THE SPREADER. . • , , , • , ~ r I I ~ RUNOFF FROM THE SPR CROSS A PROPERLY STABILIZED / + 1 ~ : / ' I I i`. I I I 5. DISPERSE EADERA , / / / I I I I , . ~ I I~ I I I C6202 Std Catch Basin 334.25 330.00 3.9 ] 4 I 338.90 334.00 4.4 Rocky Mount, NC 2 8D I I I C6203 Std Catch Basin
SLOPE NOT TO EXCEED 10 /t, MAKE SURE THE SLOPE IS SUFFlCIENTLYSMOOTH / / , I I I I I. I I I I I I C6204 Std Catch Basin 352.20 348.20 3.5 Phone 252,931,7122 I I 52
TO KEEP FLOW FROM CONCENTRATING. + ~ ~ / I I I I I ~I ~ I AFTER LEV P T10N APPROPRIATELY SEED 1 / ~ - ~ , i 1 6. IMMEDIATELY EL S READER CONS7RUC + ~ I I I I? I I I I C6205 Std Catch Basin 374.70 369.00 I I 381.50 367.60 132 ELECTRICAL & PLUMBING
AND M L H THE ENTIRE DISTURBED AREA OF THE SPREADER. ? , , ~ / I I I I I I ' I UC / ~ 1 I I l i l ~I I I , I I CB205A Std Catch Basin ?I I I CB206 Std Catch Basin 379.75 373.30 6.0 Crenshaw Consulting Eng.
. , - r ~ ~ I I I I I ~ I ~ ? II 1 CB207 Std Catch Basin 381.80 375.10 6.2 4008 Borret Dr,
I • 1 \ C8208 Std Catch Basin 381.80 375.90 5.4 N 7601 \ 1 1 377.15 42 Rolelgh, ` ~ \ \ C6209 Std Catch Basin 381.80 3 3 Phone [phone]
•Tablet3.40a ,~I•/, , I I i I I II ~ 1\ \ C6210 Std Catch Basin 381.80 378.05
Mlnlmum Dlmerisbns for Dosign Flow Entrance Wldth Depth End W1dth Length , , ~I/ , , t ~ L, I I II I \ ~ c!a --minknum dlmertsbn In feet-- , ~ , / , ~ ' ~ ~ I ~ I I ~ ` ~ ~ LeveUSpreader , , I , , t I ~ , 1 \ \ \ FES400 Std CM Flared End Section nla 354.00 nla MECHANICAL
0.10 10 0.5 3 10 ,I + , ~ ' I I I I •.I t ~ ~ ~ \ \ 1 \ \ 1 \ C6401 Std Catch Basin 379.80 362.00 17.3 \ \ \ 1 \ \ 378.70 373.85 5.4 Lee Air Conditioning \ \ \ \ \ 11 \ C8403 Std Catch Basin
10-20 1s os , , / 1, I I I ~ ' ~ \ \ \ \ \ Std Catch Basin 379.60 37425 4•g 1759 Costleborry Rd. ? \ 1 CB404
2a3o 2a 0.7 3 30 + , / ~ / ~ ~ ' i I I ~ ' \ ~ \ \ \ \ CB402 Std Catch Basin 379.80 375.80 3.5 Clayton, N \ \ \ \ ~ \ \ \I \ \ CB405 Std Catch Basin 379.60 375.60 3.5 Phoney 919.553,695
~ / rl ~ / I I ~ / / r \ ~ / / I I ~ \ \ \ \ ~ \ nla 356.00 n!a \ \ \ \ \ \ \ 1 \ FES500 Std CM Flared End Section
. ~ , H 10,0/ , , • \ 1 \ \ \ \ \ \ 1 \ 1 MH501 Std Concrete Manhole 371.00 358.00 12.0 FIRE PROTECTION
• ~ xOP OFi$ ~ ~ , ~ I I ~ \ 8 . 5 i / I I ~ \ \ \ \ 11 11 \ C6505 Std Catch Basin 378.00 374.00 3.5 \ \ 7 0 368.65 8.4 ASSOCIoted Flre Protection \ \ \ \ ~ \ 1 1 \ C6502 Std Catch Basin 37 .5
\ \ \ \ \ \ 1 1 1 \ atch Basin 379.60 374.35 4.8 5121 Wides on Dr, ~ v v h• v v v v CB503 Std C 5 P
V PREADER , , ' ~ ' , 1 LE EL $ / TR TI ' . / 115 1~M I \ ~ CONS UC O,N' ~ ; , ~ , , \ \ _ , ~ I ~ \ \ \ ~ \ \ 1 C8504 Std Catch Basin 379.60 375.60 3 Raleigh, NC 27611 \ \ \ \ t~ C6506 Std Catch Basin 382.80 378.90 3.4 Phone [phone]
E AI><~ ~ ~ ~ I ~ ~ ~ • ~ \ \ \ \ \ \ \ \ S 0 Std RC Flared End Section nla 346.00 nla FES60
\ \ ` ~ ~ Std Concrete Manhole 369.00 347.00 22.0 \ MH601 CIVIL ENGINEER
/ / \ ~ \ \ \ \ \ \ ~ S 1 CB602 Std Catch Basin 381.50 365.00 16.0 \ \ \ tl~ S \ 1 1 CB603 Std Catch Basin 381.90 375.30 6.1 Withers & Rovenel
~ 1 1 ~ ~ / ~ / , ~ ~ \ \ \ \ \ \ ~ 1 4.4 \ ~ \ V~ S \ 1 1 CB604 Std Catch Basin 381.40 376.50 111 MocKenon Drive
i / 1 ~ ~ ~ \ - \ O ~ , ~ \ \ \ \ \ ' ~ \ \ 1 1 ' n nla 372.00 nla \ \ \ \ \ ~ ~ ~ ? \ \ \ FES700 Std RC Flared End SecGo Cory, NC 21511 \ \ \ ~ \ ~ . \ \ 1 381.50 373.00 8.0 \ \ \ \ v' A \ \ 1 \ C67o1 Std Catch Basin Phone [phone]
' 9 , 12 \ 2 t ~ ~ \ \ 1 \ \ ~ \ Q ~ \ \ 1 h Basin 381.00 376.50 4.0 \ 1 ~ ~ \ \ \ \ \ \ C6702 Std Catc
~1 ~L ~ \ \I \ \ \ ~ ~ ~ D \ \ \ \ \ \ C6703 Std Catch Basin 382.80 378.55 3.8
/ ~ . , 1 1 ~ 9 ~ \ \ ` \ CB704 Std Catch Basin 383.30 379.50 3.3 Project 061-071 \ \ \ ~ \ \ \ \ \ ~ 77.7 3.3 ` \ ~ ~ ~ \ \ \ \ \ \ \ ~ CB705 Std Catch Basin 381.50 3 5 i
1 ~ ~ ~ \ \ \ \ \ \ \ \ atch Basin 38420 379.25 4.5 \ \ \ ? \ \ \ \ ~ CB801 Std C t.T1 ~ \ \ \ \ \ , 384.60 380.70 3.4
I ~ A \ \ \ \ \ \ \ ? \ \ C68D2 Std Catch Basin I lJ~ \ \ \ \ \ \ . \ 1 1 1 390.00 385.60 4.4 \ ~ ~ \ \ \ \ \ \ ~ \ \ 1 DI803 Std Catch Basin
• • / r rat ) i i J~ \ \ \ \ \ ~ \ ~ \ \ I 1 DI804 Std Catch Basin 389.60 386.20 3.4
\ \ • / ~ / \ \ \ \ \ \ \ \ I DI805 Std Catch Basin 389.60 387.00 2.6 O ' \ \ \ \ \ \ \ \ \ \ \ 1 1 nd Section n!a 361.50 nla
\ \ 1 \ \ \ \ \ \ I \ FES900 Std RC Flared E \ \ \ nla 377.00 nla \ ~ \ \ 1 \ \ \ \ \ ? \ \ \ \ FES901 Std RC Flared End Section
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PROVIDED AT ALL STORM 5 Landscape Architecture ,
I r /r I 640 ~ r ~ \ ~ \ , I STRUCTURES AS THEY ARE L4 Planning
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I/ / / / 1 / \ ~ ~ ~ \ ~ ~ \ I l~ l I ~ I I r I ~ b 1 I / ~ ` v ~ , RAN Raleigh, North Carolina 27602 ~ \ \ \ 8 SCH 40 PVC ROOF D
\ \ \ SEE SHEET L-26 Fox: 919.828.4050 \ \ ~ \ 16
1 ( I l 1 1 I \ ~ ~ \ / / / / / I l , J , / , ~ A ` ~ ~ \ ~ r+~ / ~ I 1 r RD ~ \ ~ ` ~ ~ ~ ~ ~ SLOPE DRAINS (IF REQUIRED) \ L5 9!9.821,5547 C Copyright 2000
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11 III I I I I 1 r 1 I I ( 1 1/ \ ~ 1 / I 1 , I I 1 1 1 1 , 1 / 1 I I I 1 r \ I ~ / 7 ~ ~ I Withers & Ravenel
1 II I i 1 I l I / . . / 1 I ~ 1 I 1 f r ~ Il 1 I 11 1 I I 11 1 I I I I I I 1 I \ k \ \ I / / ~ ~ \ ~ \ , ~ , ~ 111 MocKenon Drive
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I , 1, 1 1 1 1 1 J 1 1 I 1 1 1 1 1 1 / \ 1 1 1 1 I l I I I ! l ~ ~ ~ \ ~ ~ ` \ \ l l l I 1 I l , ~ \ \ \ \ \ \ \ \
~ ( ~ 1 1 1 1 1 1 1 ~ + 1 1 I I 11 1 1 11 1 1 +I + ' \ 1 \ \ \ 1 1 1 1 1 11 ' 1~ GRADING PLAN - B 1 1 1 1 I I i , 1 / r ~ v v ~ V A \ l ` v v v v
I ` 1 1 , 1 I 1 1 1 1 I I I .o I$03 1, \ \ ~ \ I I 1 I 1 , 390. x 9l• \ \ ~ \ \ I I I, r ~ / \ \ 1\ \ I 1 r
AR THE INTERIOR I I + 1 \ + + 1 1 1 \ + ~ 1 1, TO MINIMIZE DAMAGE TO EXISTING TREES NE I \ + , I ~ 1 '1 \ , 1 1 \ + , , + \ / \ \ \ \ 1 ( 1 1 ~ 1 I I i I I 1 r , 3 0 1 vv A V A v Oi~.V ~ vv v Revisions 1 1 I I I - A 1~V A
EDGE OF BUFFERS AND STREETSCAPES ,THE CONTRACTOR SHALL I t \ 1 , I 1 ~ , 1 \ 1 ~ 1 1 \ 1 11 11 IMITS OF DISTURBANCE 1 ~ + 1 1 1 1 1 1,\ 1 1 1\ 1 i t 1 CUT MINIMUM 2 TRENCHES ALONG THE L 1 1 I I I I I 1 O \,L,1 \ \ \ ` \ It ~ \ \ \ I I I I I t \ I T P L Dote 1 I I I I ~ ` r4 \ ~ ~ 0 \ 1 Number Description III I I i r ~ \ \ RD
I ~ ` ' 13~ , 1 1 \ 1 , 1 1\ 1 1 1 v I I I I SO AS TO CUT ,RATHER THAN TEAR, ROOTS. 1 1 1 , 1 1 1 , , , 1 ,c 1 I ~ V 11 1 1 1 + ~ \ , 1 1 \ 1 1 1 ,I 1 I • ~ l I I I I I j I I I I 1 / ~A \ 1 \ \ ~ 1\
MAINTAINED AND THE I ~ 2. THE TREE PROTECTION FENCE SHALL BE I / \ , 1 , 1 1, 1 ` 1 I \ 1 I I , , Ix1 I I I ~ 1 \ \ LQCA N ~ ~ PLAN REVISIONS 2/19/01 1 I I 1 / ~ \ \ , \ x \ 1 I\ \1 I I I I I I 1 _ \ \ ~ ` ` \ ~ 1
T INSP CTION t 1 + 1 ~ 1 1 SITE UNTIL ALL WORK IS COMPLETED AND THE FINAL SI E E I I ~ 1 1 1 1 1 , I \ I \ 11 1 1 \ \ \ \ \ 1 \ \ I I I Rim• $O4 1 ~ . ADD SIDEWALK 3/19/01 \ \ \ \ l 1 ~ \ 1 I 1 ~ \ I I I I I / 389. ~ \ \ \ ~ ~ ~
)I CHEOULED. I ~ I I 1 1 v PRIOR TOTHE CERTIFICATE OF OCCUPANCY (CO S S ~ 1 I I PRI R TO FINAL INSPECTION I t 1 \ ~ 1 1 I I I I I ~ THE FENCING SHALL BE REMOVED 0 I I .1... . ~ 1 1 1 I I I ~ ......1.,,.,.,.,,,,,,~.,,,, ~.,,.`,..~,~..,1,,.,,~,,,,' OTTOMLESS CULVER 9/7/01 • I h 50 PU ER \ ~ ~ ADD B
1 ~ r 388 FOR THE CO I ~ \ 1 1 1 1 1 1 I , r 1 I I I v' \ , i8 r 1 I I I I I I$O \ \ \ ~ 1
I I , 1 1 I I I I 1 1 - 1 I I I I I I _ \ 6 \ \ \ \ ~ ~ \ \ \ \ \ DELETE BOTTOMLESS CULV RT I 1 l 1 I I r - \ \ \ \ \ \ I 1 1 1 1 * I I I ` ` v v v v A ~ v ` ADD PERM, FILTER BASINS 11/26/01
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GRAPHIC LEGEND
EROSION CONTROL DEVICES IN A CULATIONS) BAS C L SEEDBED PREPARATION
TEMP, SEDIMENT FOLTER BASIN 1, Chisel compacted areas and spread topsoil
1, OBTAIN GRADING PERMIT, CONTRACTOR IS RESPONSIBLE FOR MP. IV R ION DITCH 6 / TE D E S NOTIFYING INSPECTION AUTHORITIES AS REQUIRED BY TOWN OF L " r mi DETNL 7 /SHEET L-4 3 inches deep over adverse soil conditions,
CARY & STATE LAW, PRECONSTRUCTION CONFERENCE WITH CARY if available. '
CONSERVATION INSPECTOR REQUIRED PRIOR TO COMMENCEMENT PROTECTED INLETS TO BE PA BASIN A inim m e th of e s ~ n 2. Rip entire area tom u d p
OF CONSTRUCTION, TREE PROTECTION FENCE AND EROSION PROVIDED AT ALL STORM 5 CONTROL STRUCTURES ARE REQUIRED TO BE INSTALLED PRIOR STRUCTURES AS THEY ARE L5 DISTURBED AREA 3,OAC 6 inches.
TO ANY GRUBBING ACTIVITIES, CONSTRUCTED 3.0 x 1800 CF• 5,400 CF 3, Remove all loose rock, roots and other Architecture
GRADING IN THE EXTERNAL 20 FT, (ZONE TWO) OF THE 5,400/4. 1,350 SF obstructions leaving surface reasonably Landscape Architecture
NEUSE RIVER BUFFER IS ALLOWED PROVIDING THAT FLOW 4 BASIN SIZE 25'x54'x4' smooth and uniform, 4. Ap I a ricuiturol lime, fertilizer and Planning WEIR WIDTH • 10 -0 p Y g
IS DIFFUSED, THE HEALTH OF EXISTING VEGETATION IN -X X- SILT FENCE l5 THE INTERNAL 30 FT, (ZONE ONE) IS NOT COMPROMISED (LIMIT OF GRADING) superphosphate uniformity and mix with Interior Design soil (see • below).
AND DISTURBED AREAS ARE STABALIZED, THE LIMIT OF BASIN 'Y' 5, Continue tillage until a well pulverized, firm,
GRADING AND TEMPORARY DIVERSION DITCH HAVE BEEN 0 0-0 TREE PROTECTION FENCE 3 SHOWN SIX TO TEN FEET FROM THE TREE PROTECTION (LIMIT OF CLEARING) LS DISTURBED AREA 0,6 AC reasonably uniform seedbed is prepared
FENCE TQ PROVIDE EXTRA PROTECTION OF ZONE ONE 0.6 x 1800 CF• 1,080 CF 4 to 6 inches deep. PO Box 1308
1,080/3. 360 SF 6. Seed on a freshly prepared seedbed. 300 South Dawson Street
2, TO GAIN ACCESS TO THE SITE AND MAINTAIN CLEAN WATER THROUGH 16 THE SITE, PHASE ONE ALLOWS CLEARING ONLY AS REQUIRED TO ~r•-PERMANENT BASEN SLOPE DRNNS (IF REQUIRED) BASIN SIZE 20'x20'x3' Cover seed lightly with soil after seeding. I i m i I fter seedin and Ralelgh,NOrth Carolina 27602
A IN "Y" ~ ~ L5 INSTALL THE DOUBLE 48 PIPES AND B S ~ 1 WEIR WIDTH • 8 0 7. Much m ed ate y a g anchor mulch" Fox: 919.828.4050
TIM AR PLET r 11{{ 6" SOCK DRAIN L6b ~ T MP H RSESHOE FILTER DAM 16 ~ ~ E 0 5
3, INSTALL SILT FENCE, STONE CONSTRUCTION ENTRANCES AND 6" SCHEDULE 40 PVC L BASIN 'Z' 8. Inspect all seeded areas and make necessary repairs and reseed within 919621,5541 C Copyright 2000 DISTURBED AREA• 0.6 AC planting season, if possible. If stand
TEMPORARY SEDIMENT BASINS 'A' AND 'B' AND 'C' AND 'D', INSTALL t.---"""-~ Q 0,5% SLOPE 0.6 x 1800 CF• 1,080 CF should be over 60x damaged, reestablish seals
SILT FENCE PARALLEL TO PIPE P900-901, INSTALL PIPE 900-901 TO FLARED END SECTION WITH LEVEL SPREADER ~ ~ CARRY CLEAN WATER THROUGH THE SITE PRIOR TO DISTURBING L2a ~ RIP-RAP VELOCITY DISSIPATER • followin on inallines, • _ 1,080/3 360 SF g g ° ~ - ~
EAST OF PIPE 900-901, 13' LONG X 7' WIDE L5 (SEE CHART SHEET) L-2A) BASIN SIZE 20'x20'x3' 9. Consult Conservation Inspector ` " r~ ~ ,
AFTER PIPE 900-901 IS IN ,PIT E AND F MAY BE COMPLETED, A TEMP, on maintenance and fertilization after „f~:;`-1 } ~f WEIR wIDTH 8 0
15" PIPE MUST BE INSTALLED TO OUTLET CB 801 INTO PIT 'E', GRUBBIN T UI I G AY B GIN AFTER PIT 'E' AND 'F' ARE I , permenant cover is established. ~ ' 'RAJ
APPLY k, ; + . ~r TOTAL DISTURBED A ric, Ilmestone~ 2 tons/acre ~ 1 ` ~ 1 '
4, CLEAN WESTON PARKWAY AND NC 54 At THE END OF EACH DAY, 9 A ~ ~ .i Fertilizer 10-10-10 @ 800-1,000 Ibs/acre h,
-4 47 F R ON-SITE INSPECTION BY CONSERVATION INSPECTOR, / o_ ~ ~ ~ 5, CALL 469 3 0 ~ 90 , . AREA 17.25 ACRES r h hat 00 Ibs/acre of lox ~""k~~ <n' " . " ~ Supe p asp el 5 n^.~ °~,',~~.~YS.. t,
~ r , ~ ~ ~ Mulch 2 tons (approx. 80 boles) smolt •~'a, ~ rain straw /acre q.
6, ROUGH GRADE SITE, STOCKPILE TOPSOIL TO BE REUSED ON-SITE, ! 1 N r/~-'~ T T KPI E AS ~ e~ / r/ ~ ~ PEAK RUNOFF DISCHARGE g @ 4 v ~ I Anchors Tack with liquid asphalt 00 ga ac
STOCKPILE AREA TO BE DETERMINED, PROTEC S OC L I DIRECTED BY INSPECTOR, _ i I I I I , PRE DEVELOPMENT or emulsified asphalt @ 300 gal/acre ~ I I I I •
RAINAGE STRUCTURES PIPES AND ASSOCIATED ° ~ - - ~ ~ ' + , I I I I I I Q10 16.7 CF$ TEMPORARY SEEDING SCHEDULE (slo es max" 3~1)~ Assoclotes /Consultants I I I p
7, INSTALL STORM D AS SIT IS BROUGHT TO FINAL GRADE, ~ ~ r I ~ I i li PROTECTION DEVICES, E / , I I I I I I I POST DEVELOPMENT A 1- N v 1 Tall Fescue 300 Ibs/ac 1 ug 5 STRUCTURAL ENGINEER
STABALIZE ALL SLOPES WITH VEGETATION PAVIN E ~ ! I i i I I I ~ I ~ I Q • 71,6 CFS Nov 1 -Mar 1 Tall Fecsue 300 Ibs/ac
I i ' e~ ~ ' / / i? ~ , I 1 i I I 10 & Abruzzi R e 25 Ibs/ac Steel Technologies
WHEN BUILDING Z HAS STONE ON THE SLAB, AND THE SLOPE EAST ~ ' I I I`,i I I i I i Y P.. Box 1217 Mar 1 - A r 15 Tall Fecsue 300 Ibs/ac ~ ; p Rock Mount, NC 27$04
F R AN INSP TION, / ~ / I I I I I 1 I OF THE BUILDING IS COMPLETE ,CALL 469-4347 0 EC / e , / I I I I 1 I I I I Apr 15 -Jun 30 Hulled Common Bermuda 25 Ibs/ac Y ' ' 1 12o Ibs/ac Phone 252.937,1122
BASIN 'G' MAY BE REMOVED WITH APPROVAL OF CONSERVATION ,e , I I I I I I ~I I I I INSPECTOR, , , I I 1 , ~ t~ I I ?i I I I Jul 1 -Aug 15 Tall Fecsue and ~ t? i I Browntop Miller or 35 Ibs/ac
~ r ~ , I I I 1 1 I• I l i 1 I I I? 1 I I - , /ac ELECTRICAL & PLUMBING 1 1 ? I I Sorghum Sudan Hybrids 30 bs
. PRO NETS ITH DE L •5/L-4 UNTIL ALL THE SITE ! / ~ I I e~ ~1% , ` 1 1 1 1 1 1 1 } I IS STABALIZED, ,e t/ - 1 ,r•. ~ I I 1 1 1 I , } , I Crenshaw Consulting Eng. I i ~ Consult Conservation Inspector or Soil Conservation 4008 Barret Dr.
I 1 ~ , , Service for additional information concerning other 1 1 1 alternatives for ve etation of denuded areas, The Raleigh, NC 27601
IT A AREAS ARE BROUGHT TO FINAL GRADE BY / ` '1~ ~ •''1 + I i I 10. STABILIZES E S ' 1 , •a I I I 1 ~ . ` 1 g Phone [phone] I I ~ \ 1 above vegetation rates are those which do well under
V ETATION PAVING ETC, INSTALL RIPRAP WHERE SHOWN, ~ ~ ~ / ~ ! ~ ~ ~ / ~ 1 i•, I 1 I ~ \ \ . ~ local conditions. other seeding rate combinations are ANI ? 1 + MECH CAL
V T MP RARY SOIL EROSION CONTROL DEVICES WHEN / , . J ~ ~ I , 1 11, REMO E E 0 . / , , ~ I I 1 . \ 1'•.1 + , ~ , \ , . +1 +1 \ + 1 possible, ee Air Condlti0nln '
NO LONGER NEEDED PER DIRECTION OF CONSERVATION , / / ,.•I I I 1 1 " T MP RARY PIPE WHEN DRAINAGE e / / / ~ / / 1 i I •ti 1 ` ` \ INSPECTOR, REMOVE 15 E 0 , , I ~ , , ~ 1 1 L 9 + + \ ~ \ \ + ` Temporary reseed according to optimum season 1759 Castlebarr Rd. Y
, , , / , / '1 I I AREA IS STABILIZED OR WHEN PERMANENT PIPE IS INTALLED ! , / / /I 1 I , I I I 1 ~ \ ' ` ` ` ` \ 1 for desired permenant vegetation" Do not allow Cla ton NC 1 \ \ \ \ ti 1 Y
, I 1 / i I 1 1 1 12, GENERAL CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL , 4. I ~1 1 /I I I i•, ~ 1 \ ? \ \ \ , . `I temporary cover to grow over 12 height before Phone 919,553.6951 i • \ ` \ ` • ` ` \ 1 mowln otherwise fescue ma be shaded out. Y \ + 9•
VIE A IR CTED BY TOWN OF CARY < o / ' ~ t / I I 1 ` EROSION CONTROL DE C S S D E , 10,0 I , \ \ ` • ` 1 FIRE PROTECTION
R / , ~i / ~ 11 \ r ' I I ~ ~ 1 CONSERVATION INSPECTO $ ~ , , SDP Op B,~IK AS " I , ~ , ` / L5 . / ~ . I I ~ , \ , \ \ ` ' \ ' 11 Associated Fire Protection
13, WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE L6 . , ~ , , FI:AG Efl B $&EC I 1 I ~ppI ' I N Y NSE ~ATI N L~ IYI ~ C CrKFI~I N COMPLETELY STABLIZED, CALL FOR INSPECT 0 B CO 0 CONSTRUCTION' ' , / . ' g REAM +1 •.1 \ \ \ 1 , + TEMPORARY SEEDING SCHEDULE (slopes 3~1 to 2~1)~ \ \ + h \ ~ 1 ~ 5121 Wides an Dr. \ C EAR~IN \ 1 TO STABALIZE SLOPES IN EXCESS OF 3=1 SEE P
INSPECTOR, / , c ~ ~ I I \ \ + \ 1\ \ NOTE/GRAPHIC ON SHEET L-3 Ralei h NC 27611
_ a P S ONE ENTR ~ , ; IMf~A T + , ~ O~N~ \ , \ g r ~ \ \ ? ~ \ Phone [phone]
/ / 4- ~ -X- } EE CONST. S S ~ + ' , s GENERAL NOTES )NST. S ~ \ ? ~ ~ , ~ \ \ + \
\ s CIVIL ENGINEER \ \ s 1. FOR METHOD OF STABALIZATION FOR SLOPES IN EXCESS Withers & Ravenel
i / i , t ~0\ 1 \ ~ ~ \ ~ c1S ` \ ~S` ~ \ ' `I OF 3~1 SEE SHEET L-3 LANDSCAPE PLAN, \ ~ ~ u''~, \ , . ~ ~ 111 MacKenan Drive
/ / 1 \ \ ~ \ O . , , 9 3 ~ ~ , ~ ,r,1 1 1 \ ~ \ \ ~ p O , \ \ ~ ~ \ , . Cary, Nc 21511
/ I ~ \ ~ \ ~ ~ \ ~ v' ~ \ 1 2. FOR TOTAL DISTURBED ACREAGE, SEE UPPER LEFT HAND \ ~ , \ 9 ~ , ? 1 Phone [phone]
, ,1, Yy 1 ® \ \ + , ~ \ \ , CORNER OF THIS SHEET. ~ ` ` ` v <J ` \ \ \ \ ` Pro'ect 061.071
\ \ \ P' \ \ , \ , I \ ~ O F R TORM DRAINAGE STRUCTURE AND PIPING SCHEDULE \ u' ~ 3, 0 S ,
\ ~ \ ~ ~ ~ ~ ~ \ ~ ` SEE SHEET L-2b, GRADING PLAN, ,1
101, ~ ~ / f 1 / ~ 1 , 6,, ~ / , ~ , \ ~ ~ \ + \ ~ \ \ \ 1 1 1 P
. • ~ GLI~t 10.E / ~ ~ / i r J / / ~ , \ \ ~ ~ , 1 4, FOR RIPRAP LOCATION, SEE SHEET L-2b, GRADING LAN, ` \ \ \ ~J \ \ \ \ ` \ \ ~ \ \ 1 1 1
'~1 \ \ \ \ \ \ \ \ 1 1 1 \ \ 0 , 1 \ \ \ \ 1 , , , ` 5, CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 15 DAYS
,r Y ~ ` \ ~ \ ` . ~ ~ ~ OF ANY PHASE OF GRADING, ~ + ` \ \ \ ` \ ~ \ 1 ~ \ \
~ v b ~ > / /~,1 1 , ~ ~ 1 1\ ~ .
~ . \ 6, A PRECONSTRUCTION CONFERENCE IS REQUIRED BEFORE
. ~ \ 1 THE GRADING PERMIT IS ISSUED (SEE CONST, SEQUENCE, ~1~ ~ 1 I 1 \ \ \ \ \ \ 1 \ \ 1 \ ` \ \ 1 1 1 \ 1
\ \ \ ~ + , , , \ 7, TREE PROTECTION FENCING WILL BE INSTALLED AND
~ ~ ~ / ~ \ / , ~ V ~ ~ \ \ \ ` ' ` \ ~ ? + \ INSPECTED BEFORE THE GRADING PERMIT IS ISSUED
~ \ \ \ \ \ \ , \ 1 \ \ , . y \ \ I \ \ ~ 1 \ \ s \ +
' ~ ~ L T OF\ CLEA N / Q ~ ~ ~ \ \ i ~ \ 1 , \ \ ` , 8, THIS SITE IS IN THE CRABTREE CREEK WATERSHED \ / \ \ + ` \ \ ' 1 \ 1 ? Client \ \ \ / \ + , \ ~ ,ll + 1 + 1 ,
/ v / / • , ~1 i,,, HAS ON 1 ~ ~ \ \ \ 1 , I . , 9. NO WETLANDS EXIST ON THIS SITE
, . ~ ~ SE `CON ~ SE ,
/ ~ ~ \ \ \ . I , \ \ ? PAN I ~ , ~ \ I . , , \ \ J•) 1 \ \ \ 1 \ , \ 10, THIS SITE IS NOT WITHIN THE 100 YEAR FLOOD L PER
\ \ \ ~ \ \ 1 1 \
/ / o ~ ~ \ ~ \ \ . \ \ , 1 ~ \ \ \ ? 11, ESTABLISH PERMANENT GROUND COVER WITHIN 15 111 oods Fo I~(1~Patt~ershl \ \ \ ~ ` ~ \ \ \ , , WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS
/ / V 1 ~ ~ / / V of ! \ ~ ~ ? , \ ~ ~ \ coo H1 woods Pro r0 lac 1~ metal er + ? SHORTER, Po g P~'
/ ~ _ \ r - ~ ~ ' ; . ` \ ? 3100 Smoketree Court
\ . \ , \ ? 12. THIS PROJECT REQUIRES APRE-CONSTRUCTION Suite600 ~ ? \ \ \ \ \\1 \ \ ~ \ \ \ \ \ \ ~ \ \
,i , , / 1 I • ' - OAT`S, , I . \ CB ~ 2 \ \ , ~ ~ 11 \ ~ ~ \ ~ + ~ CONFERENCE PRIOR TO ISSUANCE OF GRADING PERMIT. Rate NC 27604 1 ~
\ \ \ \ 1 1 I \ 1 + n \ \ .ONTAC TOM H STMAN T 469- 81. v , \ v v '•1~ [phone]
~ I .o N , \ \ . \ \ 13. E CHART ON SHEET L-2A FOR STORM DRAIN PIPE SIZES
~ ~ S ~ ~ ~ 1 \ \ I 1 \ , \ \ \
\ \ \ ~ \ 1 \ \ \ \ \ \ \ \
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~ \ 1 ~ 9 tl•-~ ti 1 \ \ \
~ \ 1 I 1 • I ~ I.II ~ T~ ~ 1 r 4 'Y~'i r L ? \ \ \ \ \ \ 1 \ \ \ \ \ \ ` \ \ \
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~ 1/' 1 t ~ I / / - o~ • ` 0 \ , \ \ \ 0 110 20 40 80 120 FEET
/ 1 1 ~ ~ / / ~ / / ~ / - \ ~ ~ 1/40 SCALE
~ 1 1 • I / / I / / 0 `V .c ` . \ \ \ \ \ \ ~ \ \ \ \ ~ \ \ _ ~ .i'•~ Drawing Title
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N P TION v 1 1 v ~ v 1 v v v , 1 1' SITE UNTIL ALL WORK IS COMPLETED AND THE FINAL SITE I S EC i I 1 1 1 1 i t I 1 , Pomp 804 \ ~ ~ \ ADD TEMP, PIPE/NOTES 3/19/01
PANCY (CO)IS SCHEDULED, I I ' 1 1 ~ 1 1 PRIOR TOTHE CERTIFICATE OF OCCU R MOVED PRIOR TO FINAL INSPECTION I ~ 1 v , 1 1 1 ~ II 1 1 II 1 THE FENCING SHALL BE E , I , I I I ~ I I / 389, v v A + + 1 ~ I I ~ ..,,,,.!.,.,..,..„...1,,,.. ,,,,.r.,.„1...., ~,,,~...,~?t0 ,~.•,..t,. TTOMLESS CULVER 9/7/01 50 PU ER \ \ © ADD BO
FOR THE CO I I ' , I 388 1 1 I I I I I \ ` \ \ \ \ \ , \ + \ 1 I I I I \I00 \ `1 \ \ \ \ ??I I I I I I ~ ""-~3d 6 \ \ , ~ \ \ ~ DELETE BOTTOMLESS CULV RT
I ~ v 1 1 1 1 I 1 1 1 I ~ I 11 I I I I
/ . / I I 1 I II ~ \ I F I _ I I I 1 + + ~ I i ` ` \ + \ \ ~ ~ \ \ ADD PERM, FILTER PITS 11/27/01 I+ 1 I I r ~ , , A 1 I I \ \ \ \
! / / 1 I 1 i_ I I ~ ~ I
I T-' I } \ \ \ Drawn By
~ ` 1 1 I I T " ei l I 1 I i I v } v V ~ '(gyp Checked By
I 1 0 I I I .i. -•~•-}•-•r•-t o Date Issued / 1 1/02 0 -of .
I ._._..1._.a.._ j> 1 I 1 I 0 0 01 0 I I } I I v v v v v v v ~~F o of ~ I I ~ I I ~ V A V A ~ \ ~ ~
I 1 I I I I I I ~ \@q~ I Q 1 1 I I I 1 ~ ~ 0 0( I \ \ I V I A V A A J i
110 ` .FXC RIP-RdF RIR-Rdl~
1WESTON\061011\L3sed.dgn 12/11/01 01:40:30 PM
a

f
VEGETATE BASIN h, t
INSIDE AND -OUT
WITH 3 GAL. WAX MYRTLE PLANTED 4'-6" ON CENTER r~
~ y STORAGE FOR 1 RANI EVENT X 1.2 CMP RISER TO BYPASS ~ P A I esi n
SIZE VARIES SEE CHART BELOW GREATER THAN 1" STORM
SEE CHART FOR SIZE ~ hitecfure Arc
~ SOIL AND RIP-RAP RIM AND INVERT VARY SEE CHART Landscape Architecture
z J ~ ND RAVEL OVER ~ MOU G Planning
~ ® TRENCH MIN. 20 FT. LONG ~ Jnterlor Design
Y ~
MIN. I 1...w I VEGETATE BASIN
l~~ ~ I I INSIDE AND OUT Y
~ , WITH 3 GAL. WAX MYRTLE ~ ~ ~ PLANTED 4'-6" ON CENTER I ~ PO Box 1308
I io I ~ South Dawson Street 300
- Raieigh,North Carolina 27602
.e/a/~1 ,n /~w~ s~tAw. tiv/.. N~~J. -+c ~ ~Aw.A ~o YIIAV V ~ /AV'' ~/In, Fax: [phone]
FES ~ _ ~ l~V~ l~`i,,~ 919 82i 554T C Copyright 2000
I - 2 0~ ~ 6" SCH 40 PVC SI
~ FOR 1 CFS DISCHARGE Seds
I - ,a
:.t ~ I \ 13 LF OF LEVEI SPREADER Z ~ ~ ~ ~ a
~ ~ 1-0 WIDE ~ I j ~ ' Fk~y~
x e v~ ~
1 i R ' p
-ll ~ I I - d _ i
_ , - I w,M,wNI i, - _ - `(t~
- ~ = i F u_.- - i - _
- _ - I - I I ~ I = 1~~ , - _i _ - _ -
i = - ' - - i
FABRIC WRAPPED CMP OUTLET PIPED - - - - - - Associotes /Consultants _ _ i _ _
CK DRNN IN 2' WIDE x I _ SO THROUGH BUFFER - 20'LONG x 14.5" DEEP TRENCH - o- - - - - - STRUCTURAL ENGINEER
COVERED BY MIN. 12" -i - - ~ Steel Technologies
PEA GRAVEL NCDOTSTD~78M - - P.Q. Boz 7217
CLEAR 5'-0"EACH SIDE OF PIPE TO MINIMIZE H SIDE i _ - _ - Rocky Mount, NC 27804 IMIZE
IMPACT TO BUFFER ER Phone [phone]
STABALIZE W/ VEGETATION IEGETATION TRICAL & PLUMBING ELEC
1 Section Throu h BMP Permanent Pit STAKE IN FIELD TO Crenshaw Consulting Eng.
6-B Scale ~ t'-0" VERIFY OUTLET 4008 Barret Dr.
LOCATION Raleigh, NC 27601 AND ELEVATIOW Phone [phone]
MECHANICAL
Lee Air Conditioning
1759 Castleberry Rd. Clayton, NC
Phone 919,553.6951
A
Parkwest II Volume Calculations fora rox. 85% TSS removal from 1 inch rainfall Pp . FIRE PROTECTION
° R 0.05 + Volume Volume Increase PARKWEST PHASE II -OFFICE CC Outlet # Drainage Impervious Fir Pr tection OFFICE COMPLEX Associated e o 7. Level spreaders or other structures that provide diffuse flow shall be maintained every six
Im ervious 0.009x%Im Re 'd CF for sediment DRY DETENTION BASIN OPERATION AND MAINTE~ Area (Da) SF Area SF p p) q ND MAINTENANCE AGREEMENT 5121 Widespan Dr, months. All accumulated sediment and debris shall be removed from the structure, and a 7611
buildup(1.2 times) Raleigh, NC 2 level elevation shall be maintained across the entire flow spreading structure. Any down 4021 Phone 919.553.
CF The d detention basin s stem is defined as the d detention t gradient erosion must be repaired and/or replanted as necessary.
?Y Y ry dry detention basin, the filter drain structure IVI ENGINEER CL
10 125,045 85,605 68% 0.666 6941 8330 and the large storm event bypass network. I acknowledge and agree by my signature below that I am responsible for the performance of Withers & Rovenel
200 51,105 31,500 62% 0.605 2575 3091 ° Maintenance activities shall be performed as follows: the eight maintenance procedures listed above. I agree to notify DWQ of any problems with the 111 MocKenon Drive
400 26,148 19,800 76 /0 0.732 1594 1913 system or prior to any changes to the system or responsible party. Cary, NC 21511 Phone [phone]
500 44,488 28,008 63°/° 0.617 2286 2743 1, After every significant runoff producing rainfall event and at lei 'vent and at least monthly: Print name:
600 193,356 167,588 87% 0.830 13375 16050 Project 061•D71
° 061 3674 a. Inspect the dry detention basin system for sediment 700 65,123 37,200 57 0.564 3 for sediment accumulation, erosion, trash Title:
accumulation, vegetated cover, and general condition. condition. Address:
b, Check and clear the orifice of any obstructions such that pool occurs within 2 to 5 days as designed. lions such that draw down of the temporary Phone:
1. Repair eroded areas immediately, re-seed as necessary to m. necessary to maintain good vegetative cover, Signature:
mow vegetative cover to maintain a maximum height of six i height of six inches, antl remove trash as Date:
needed.
2. Inspect and repair the collection system (i.e. catch basins catch basins, piping, swales, riprap, etc.)
quarterly to maintain proper functioning. I, a Notary Public for the State of
~tention basin system semi-annually or when Count of do hereby certify that client
3. Remove accumulated sediment from the dry detention basin ; depth is reduced to 80% of the original design depth (elevatioi 9e th elevations listed below . The de th at y P ~ ) p
which sediment deposition has reduced the volume to 80% ~otume to 80% of the original design depth personally appeared before me this _ day of
shall be permanently marked on each basin's riser structure, ~ riser structure. Removed sediment shall be ,and acknowled a the due execution of the forgoing dry ~
disposed of in an appropriate manner and shall be handlE led in a manner that will not g hall be hand
adversely impact water quality (i.e. stockpiling near a deteni I near a detention basin, wetland or stream, detention basin maintenance requirements. Witness my hand and official seal, ~l wpp~ FO I~mlf~Parmershl P
etc.). c o 'woods Pro rfi I~r~ its i7eral er I Pc Bo E~
Bottom of Pond 20% Volume Top of Riser Outlet # Elev. Elev: Elev. To of Riser 3100 Smoketree Court p Elev. Suite
10 362.00 363.55 365.50 365.50 Ra)e' NC 21604
200 328.00 329.20 331.50 331.50 (91) 814924
400 354.90 356.65 358.40 358.40
500 362.00 363.40 365.50 365.50
600 350.00 351.85 355.50 355.50
700 372.00 372.90 375.50 375.50
SEAL
4. Remove cattails and other indigenous wetland plants when ~ plants when they cover 50% of the basin ~ commission expires
surface.
y or to perform maintenance, the flushing of
5. If the basin must be drained for an emergency or to perforn sediment through the emergency drain shall be minimized to 1 minimized to the maximum extent practical.
6. All components of the dry detention basin system shall bE ystem shall be maintained in good working Dr°winq Title
order.
SITE DETAILS
Page 1 of 2 Page 2 of 2 Revisions :2
Number Description Dote
1 PLAN REVISIONS 2/19/01
2 BMP DETAIL ADDED 11/27/01
3 6" OUTLET & GRAVEL 12/10/01
. r
Q `1 Drown ey JSL/MAY I (1 n
1 Checked By SCS L-OD
Q~ N Dote Issued Q ~ 1/02/01 -Of . jFo
Na
1WESTON10610711L6Adetai].dgn 12110109 04:42:24 PM