HomeMy WebLinkAboutSDP200800150 Plan - Other (not approved)El
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OWNER/ DEVELOPER:
Prorrell Land Development Company
Post Office Box 5386
Charlottesville, Virginia 22905
Phone No.: (434) 9.77-8803
Fax No.: (434) 977 -6578
Attn.: Mr. A Dracopoli V.P.
Project Director
IVANNA DISTRICT
A LBEHA RLE CO UNTY
TO
LEGEND
PROPOSED
ASPHALT PAVEMENT
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VIRGINIA
INDEX
Richmond, Mir, iinia 23235
Phone No.
Fax No. (804)272 -7088
Attn.: Mr. Piotr Peter" Afatysiak
E peter0jorce. com
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1 - • _... iT0 R/CyMONO
RIVER
TICELLO / W
PAVEMENT
mmmmm CULVERT OR STORM SEWER PIPE PROPERTY L/NE
02 DRVMGE STRUCTURE NUMBER s,Ir,SAN RY SEWER
INDICATES ANNIMUM FINISHED BUILDING ELEYA770N 7mr — - — WATER LINE VICIIV RY MAP
MIN. F. F. 177.00 CAN BE USED ON A SPECIFIC LOT IN ORDER 70 GET BUILDING — U. P — POWER LINE _
S) OR (D ,ARnVF 7HE 1x STORM ELEV. OR 70 OBTAIN GRAVITY SAN. SENFR U DENOTES UNDERGROUND Scale: ,1 )$ - 0000'
S) D£NO SAN. SEWER —
U. T-- TELEPHONE LINE OH DENOTES OVERHEAD
D) DMOMS DR MGE --GAS GAS LINE
INDICATES LOTS NHICH MUST HAVE DR41MGE IMPROKMEAlTS
INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED CULVERT OR STORM SEWER PIPE
FOR THAT LOT. — FIRE HYDRANT
REGULAR SEEDED EARTH DITCH WITH DIRECTION OF ROW BENCH AMRK LOC477ON
CROSS HATCH /NG OF EITHER OF THES£ INDICATES THAT PAIED DITCH
LINING A64 BE NECESSARY IF SUITABLE vEGETA now CANNOT BE - - 174' - EX /S71NG CONTOUR ELEYA170NESTABLISHED /N DITCH LINE.
EC -2 LINED DITCH WITH SEEDING NOTES:
PAVED LINED DITCH
1e INDICATES DEPTH OF EC -2 OR PAVED DITCH LINING 1. ALL STORM PIPE LENG;rHS ARE MEASURED FROM CENTER OF DR (WAGE
1B" /ND/Cr41E5' DRIVEWAY P /PE S/ZE /F GREATFR 714AW 15" S7RUC7ZIRES (D.1 OR M.H.
0-- _ SANITARY SEWER LINE
il , WATER LINE
174../ PROPOSED FINISHED GRADE CONTOUR ELEVA770N
E/P DENOTES EDGE OF PAVEMENT
TIC MWOTES TOP OF CURB
F/C DEN07FS FACE OF CURB (MEASURED TO QACK OF ANY ROLL FACE CURB)
B/C DENOTES S4CK OF CURB
DENOTES ALL AREA (NO FINISHED CONTOUR SHOWN)
No DENOTES HOW LOT SHOULD BE GRADED FOR SURFACE DlP4 MGE
2. ALL SAN. SERVER PIPE LENGTHS ARE MEASURED BETWEEN INSIDE ,SURFACES OF
MANHOLES (UPPER STATION- LOWER STATION- 4= LENGTH).
J. CONTRACTOR IS 70 MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY
OUAN7777ES SHOWN ARE APPRCX /MATE ONL Y TO SHOW SCOPE OF WORK
4. CONTRACTOR ShRU BE RESPONSIBLE FOR COMPLETION AND f7NAL
ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES,
5. CONT'?AC70R ShALL COMPLY WITH UlRGIN14 STORM WATER MANAGEMENT
PERMITS. A STORM WATER POLLUTANT PREVENTION PLAN .SHALL BE DEVELOPED
AND IMPLEMENTED BY THE CONTRACTOR FOR THIS CONSTRUCTION ACT/V/7Y.
BEFORE YOU DIG CALL
1 -800- 552 -7001
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
V. 0. T.
X. OFFICIAL
BLDG. CODE & ZONING SEROCES
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SDP- 05 -050
ENGINEER:
Jordan Consulting Engineers, P.C.
2540 Professional Road
SHEET NO,T L
1
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23 COVER SHEET
1
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VIRGINIA
INDEX
Richmond, Mir, i inia 23235
Phone No.
Fax No. (804)272 -7088
Attn.: Mr. Piotr Peter" Afatysiak
E peter0jorce. com
W1
r
v!
j
O 1 TA /NM
011 JL.i /
EX? 124
1
4 c
1 - • _... iT0 R/CyMONO
RIVER
TICELLO / W
PAVEMENT
mmmmm CULVERT OR STORM SEWER PIPE PROPERTY L/NE
02 DRVMGE STRUCTURE NUMBER s,Ir,SAN RY SEWER
INDICATES ANNIMUM FINISHED BUILDING ELEYA770N 7mr — - — WATER LINE VICIIV RY MAP
MIN. F. F. 177.00 CAN BE USED ON A SPECIFIC LOT IN ORDER 70 GET BUILDING — U. P — POWER LINE _
S) OR (D ,ARnVF 7HE 1x STORM ELEV. OR 70 OBTAIN GRAVITY SAN. SENFR U DENOTES UNDERGROUND Scale: ,1 )$ - 0000'
S) D£NO SAN. SEWER —
U. T-- TELEPHONE LINE OH DENOTES OVERHEAD
D) DMOMS DR MGE --GAS GAS LINE
INDICATES LOTS NHICH MUST HAVE DR41MGE IMPROKMEAlTS
INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED CULVERT OR STORM SEWER PIPE
FOR THAT LOT. — FIRE HYDRANT
REGULAR SEEDED EARTH DITCH WITH DIRECTION OF ROW BENCH AMRK LOC477ON
CROSS HATCH /NG OF EITHER OF THES£ INDICATES THAT PAIED DITCH
LINING A64 BE NECESSARY IF SUITABLE vEGETA now CANNOT BE - - 174' - EX /S71NG CONTOUR ELEYA170NESTABLISHED /N DITCH LINE.
EC -2 LINED DITCH WITH SEEDING NOTES:
PAVED LINED DITCH
1e INDICATES DEPTH OF EC -2 OR PAVED DITCH LINING 1. ALL STORM PIPE LENG;rHS ARE MEASURED FROM CENTER OF DR (WAGE
1B" /ND/Cr41E5' DRIVEWAY P /PE S/ZE /F GREATFR 714AW 15" S7RUC7ZIRES (D.1 OR M.H.
0-- _ SANITARY SEWER LINE
il , WATER LINE
174../ PROPOSED FINISHED GRADE CONTOUR ELEVA770N
E/P DENOTES EDGE OF PAVEMENT
TIC MWOTES TOP OF CURB
F/C DEN07FS FACE OF CURB (MEASURED TO QACK OF ANY ROLL FACE CURB)
B/C DENOTES S4CK OF CURB
DENOTES ALL AREA (NO FINISHED CONTOUR SHOWN)
No DENOTES HOW LOT SHOULD BE GRADED FOR SURFACE DlP4 MGE
2. ALL SAN. SERVER PIPE LENGTHS ARE MEASURED BETWEEN INSIDE ,SURFACES OF
MANHOLES (UPPER STATION- LOWER STATION- 4= LENGTH).
J. CONTRACTOR IS 70 MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY
OUAN7777ES SHOWN ARE APPRCX /MATE ONL Y TO SHOW SCOPE OF WORK
4. CONTRACTOR ShRU BE RESPONSIBLE FOR COMPLETION AND f7NAL
ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES,
5. CONT'?AC70R ShALL COMPLY WITH UlRGIN14 STORM WATER MANAGEMENT
PERMITS. A STORM WATER POLLUTANT PREVENTION PLAN .SHALL BE DEVELOPED
AND IMPLEMENTED BY THE CONTRACTOR FOR THIS CONSTRUCTION ACT/V/7Y.
BEFORE YOU DIG CALL
1 -800- 552 -7001
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
V. 0. T.
X. OFFICIAL
BLDG. CODE & ZONING SEROCES
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SDP- 05 -050
ENGINEER:
Jordan Consulting Engineers, P.C.
2540 Professional Road
SHEET NO,T L
1 OF 23 COVER SHEET
1 or -- 2 - 1 i 4W 'W ncww it r
OWE 2
7469 &A
ncin44 & ATr c4
5 OF 23 INITIAL EROS /ON CONTROL PLAN
8 OF 23 OVERALL EROS /ON CONTROL PLAN PHASE 1
64 OF 23 EROS /ON CONTROL PLAN PHASE 2
7 OF 23 OVERALL LAYOUT PLAN
1- c n z i w vni it a ilrll_ $ W q w A/ nuw c•c
13, 14, 15, 18 OF 23 GRADING AND DRAINAGE PLAN PHASE 1
17, 18 OF 23 GRADING AND DRAINAGE PLAN PHASE 2
nc z SWRAtt 4AI41 =9
S
21A; 218 OF 23 STORM PROFILES & DETAILS
2i2 -2 ; Sm BMP 4A(4/ k=
0 A W. . P
LS -1, 2, 3, 4 LANDSCAPE PLAN
TH OF 1 9F • i inh9iun P64u
v J. R. JORDAN a PLANNIAV DEPARNEWReg. No.7429
ENGINEERING DEPARTMEW
SSIOrvAL E FIRE OFFICIAL
A.C.S.A.
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N /T /AL EC CONSTRUCTIO EOUENC - ' - ' - -' / ' _ = = --_ ==_-_
1. ONCE FiEZ£4S£D BY ALBOEA(ARLE COUNTY \ r • ' :;• ' _
p SHALL REG4/N - _ - - -C /V/Iri7PGV /VIA, THE V /rI/V'1 / ,/ // // / / j/ j j /I / i/ / // \ \ ` \ \ \ \\ \ \ \ \ \ \ \` \ \\ \\ .\ \ \; \ I 1 I '7 "":,.' ` \ .. --., ''
f -
E7VTRAAICE / / / / / / / / \\ \ \ \ \ \ \MA/NraN rEMRARr GfOi / •:<;.al I .:::..:::::..............
i / / / / / \ \ \ .\ ` I + I / /// \ \ \ r'OF ME RyfCHMONO RD (RT 250) AND /ALS'TALL / / / / / / / . // /// - u il\ \ t \ \ \ \ •. ::.. \ _ _ _ --
CIONS"IRUC77AIV Ef?RAAICE OF EX/S77AA9 ACCESS I /
al ------tr , I I I I t \ \ \ \\ \ \ \ I I / // :. --\ \ \ b \ ` \ - _ _ _ _ - - -- - --
xo / / / / / / I - 1 I I + ::. Ilr'. i:``....'' is ' ' \ _ r - _
rS B / / / I / / / j /// / / / / / /// / / / / I / / / /.1 _ ` 1 1 _ - _ \\ \\ \ l //I / / /// ?!ii _ i : - ..r - - - _ - --- -___ +`
2. C10NTRACTOR S/>r4LL INSTALL S/LT FOVIC/AIfG ' / / / / , / / / / / / / / ,,!
1 , 11 . \ \ ,,,. _ ' \ / :'i P.:: i {i:: \ \ - - ' - _ -
AND INLE / / ' / / / // ii % / / ` \\ \\ .. -.. • ` \ \ - -. \' /% // // / ';.:':':•::,::: ' ^\ ` \ \` `\ _ _ '\ i' - - -T PRIDTEI;'T110N O1V EX/SI)AIIG
STJPU(CIURES AT ACCESS RD. BEGIN S/LT TROP, / / / / / / / / // / / / C/ / . \` \ N _ \ \ \ - _ _ \ /// // i / ' \ . _ ' _ _ _ - _
AND TNT SED/A/E7VT B4.S /NS LOtSTRUCTl17/V q F A / / I / , y , / .> / / , 0' \ \ \ \ N. -• - -- - - - -. / _ - / / / / 1 / /i /i\ \ \ \ ! " • \ \R
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II / /!7 Arr/TV! - RI47F VV /r/'U.7 AND //R7I /IVN / / / / / I / / / / /j , / / / Q \ \ \ - .- _ _ ` \ - -_ f -, - - - \ - -_- `do r ' dOp
OF DAD MAM D1/KES/D/TCHE:S COJNTR4CTtR / r , / / / / / / / / = /' / \ - - _ -- - -" - _ _ - :. -_= / /// /i \ -
r,. • : /
i / // / '-' _ =- / ::.:::.. Vii.. / / /i /// \ \ ` `,, \ , ` - \ \ \ JSHALLADVUSTEX/S7)'AV GR4VFL ACCESS ALOAA9 \\ \\ - / ,' / ' / / ' / / / / / / /'/ / / / ' ! i '' - f'' / ::: / / / \
SE77/A/E7VT BAS /N2. \\\ \ \ / , / / / / / / - / / / _ ^ _ f / :.. : IIII 1 \ `., ` `\ \
i //' / /' !/,' / J'\ I I rit - / :; - ;fix,.. .. • /// // ,/ i\ 1 1 \
3. ONCE SILT 1R4P AND S/LT BASIAfS ARE , / / / / / ' / / / / / / ' , 1
1 tt v - - - :':: !?:;'' / / /// / /// \ \ \ \ ` \ \\ • \ ` - _ -
01P£RAT110AAL CONTRACTOR SHALL B£WN \
X /, /
i ` i ' , / I / / 1 \ ` : ''+/':.:'' / / / _ / f / >\ \ t, 1 \\lRlf11 {1111 'f;r \ ` - - `sue -- -- CCLEAR /NG AND G'JPABB/AIG \ \\ / / / I \ \ / s
f / / / \ 1::::• :•:: /// / 1 \\ \ \ \ \
N, / D.A, TO ST Ior
5
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o"1 / / / - - - - - - / _:; ::,'•,•::;;.: ` ... \ \ \ _ _ _ _ - - _ +_•. , Ina, /r
x / t / / i /' / _ f f _ = 85 LF CDX PL?09 ,' \\ \ \ \: \\ -- - - - - -- - - - - -'
r \ \ ' -r / / ! / ... -' PICKET / \ `` !_ , \ \\ ` _ L - - -- - -r // / -' + ' `+
Z- \ \ \ TIE'O1F-SLOFIE _ - -_, _- /I ` ,
lo , _ .wdop - - G O400
1 1u1yi • j i / /oft hy // // v
I 1 / / ' / ' ' ' '' - ="= -" - _ _ - - _ - •- \ \ - -.. -! ` \ \_._`._ -,-` + ,, .._ tom: "`_ . • / / /
Now
N/A B' \ ` --- •ff --- f I 1 1` t \ '•-k SB 2 \ RtLL= . &d, ;
t\ I + ! r 1 / / / / / / / ' i / _ -! ` - .. / I I IIII \\ \ \` \ \\ • --
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j 1 \ \ J ; / i / ; / / /, / fRIA(% .SEOi/A/EIL B.S/MS EV14AlQ1KS - _ t -- - _ - D.A. TO S /' \ t\ \\ \ \ _OAS \ \ \ \ \\ \ ' \ t \ \\ ' 1 AMES$ A711r M
X - OVERALL= 7.1ul \ \ -owl=
o \\ \ \ \ \ \ / /:/ / i \ r / ' Lin DIKE ___ -- ' \ ~ \ \\= A
4K9N /I X
27 -- --- ------I i ' ii' i r //I /I I I 1 I r i I i / / l ,( ,`' LL / 2IVlDI I I I I 1 - -`-
I 1 ; { I 1 I 1 + I' dGCE ®N POW,0 (DC DUST MMSURES TO BE APPLIED
t - EN77RE _ RBE2.Lel.t -- , 1 1 \ _ __ __ _ _ / r
0
OR4/NAGE AREA= 8.04 AC. \ \ \ \ \ \` \\ `\ \ ` A. 1 1 1 I I I I / ; \ \ _
c \
STORAGE VOLUME REWIRED= &00034)27= 29.090 C.F. \ \ \ /, \ \ I I 1 - _ - - - _ - ` I \' - \ ` \11 / - `01 \ ` \ \ ` t \ 1
RAGE PROVIDE• ` \ \ 1 \ \ \t \ \ \ t \ \ 1 1 I + I ; \ , - - - - - - _ \ \ % `\ \ \ \ t 1 1 \I /,; /' GE AREA= 7.87 AC.S70 \ \
WET STORAGE O ELEV..= 445.50, VOLUME= 14,450 C• F. \ \ \ /"- \; \ t `\ `\ \ \ I 1 i t i j \ \ \ - \ \ t 1 /4 - _ 28 474RAGEVOLUMEREWIRED /RED- 787(134)27 C.F.
DRY STORAGE O ELEV.= 447.00, VOLUME= 16,0100 C.F. \ \ \ / __ `\ ` l I j I 1 i i I - \ - _- - _ -- -- - - - - -- - _ • V `- = -:: - -- - \ \ ` \ 1 \ t y I / / /' i RAGE PRONDED•• o
1 \ l' i i' i ET 570MGE O £LEY•= 440.50 VOLUME= 20000 C.F. - `
1'\ \ \` \\ `\ ` \\ \ i ,q I i j, / / i EZEY•= 441.75, VOLUME= 16,661 C.F. TOP OF LtAM= 450.00 DRY STORAGE O + + I - - - ._ ` - .. _ _- _ / _ -, \i -, - _ l 1 I 1 I 1 I 1 I . .. ----------------------------------- - - - -
8.00 " I I I , • I rDESIGNHIGHWATER= 44 - : --------- - - - - -- - - _ \ \ \ \
PR /NC /PAL SPILLWAY CREST= 44 /
I
7.00 \\I / ,' / ` -. . I I 1 / I I I - - - - __ - - __ _ _ - -- - f'r • : - LF \ l /1' \ 1 1 I I / , / / ' 1 / / `.J
W/ 10 TUBE) INVERT= 44 _ -
j .. TOP OF LIAM= 445.00
YATER /NG OR/F1'CE (8 5.50 `\ \\\\ \ \ r ,'' -' ; -, I 1 / I 1 I - - - x -- -_ _ - -'
r / - - I 1 1 _ _ -- - - -- - - - - s \ \ \ \ \ `\ t \ 1 + y I lDE , // / - DESIGN HIGH WATER= 443.00
CLEANOUT ELEVATION= 444.00 PR /NC /PAL SPILLWAY CRESTS 441.75tr - / - -' , - 1 \ 1 I t / -- -- -- - - -- -- - •/ _ ` \ \ \ \ \ \ \
t \ 1 I ` / '/ /
BASIN BOTTOM= 442.00 \ \\\\ \ \` `\ \\ i - r - - -' - - \ I 1 1 - -- `-- - - .__ - - - _._ - _._ _.-_
1 ` ._. _ --' - - ` `\ \ \ \`\ \ \\ `\ \\ \\ \ \ ` \\ i i i il i i i ///
1
I - - _ _ - _ \ \ I / ! / DEIYATERYNG ORIFICE (8 W/ 10 TUBE) INVERT= 440.50
ANT/ SEEP COLLAR= N/A \ \\\\\\` \\ \\ \\ \ f - // _ / I _ - - - - - - _ - ____ ,
i \ I < r / // / / /
CLEANOUT ELE11I ( / _ - `` •` \\ \\ \\ \ \ \ \ i I I i q i iiil ' I/A770N= 439.80 M
t \ 11 \ I 1 I I r / 1 // BAS /N BOTTOM= 438.01044%,j .- _ \ `\ \ \ \ \ t \ \ \ 1 1 IV / / ''/ ANT/ SEEP COLLAR= 3 O 4.25'woo
1 f1 ..emu - / e I \ \ \ \ \ \ l d
BASIN RUNOFF DISCHARGE.• \ - - " / • • \ ` \ \ t \ 1 1
D.A. = 8.04 AC. /. I , .w - - -- -- - - - - -- - --" = _i - \\ \\ `\ \ \ \\ \\ \ \ \\ \\ ; \ \\ \\ \ \\ \\ ``\ li i iJiI / /' 84S /N RUNOfT DISCHARGE. -c= 0.55 DURING ErC4VATION + I ----
tc= 15 (DURING CONSTRUCTI/ON) / ? =3.4/, tp =4.7, / =5.3 _ \ i \ % - - - - - -- = _ / _ _ \ \ \ `\ `\ \ \ j `\ \ \ \ t\ i // / l / ii // "/ / D.A. = 7.87 AC.
c= 0.55yrr _ \• \ \\ \\ \\ \\ \ I \\ \ %iii ! i "/ ( DURING E71rCA I/AT/ON )OZ= 8.04(0.55)3.4= 15.0 CFS 1 - -- f ---- --- T -- --- -- ' - - -- --
ito- 22
010 %. 20.8 CFS 1 1 1 I / // / // /i l min ( DURING CONSTRUCTION =2.7 10 =3.8 &5 =4.5oI / / • •. \ \ \ r 6
I ( D ) / 2 ,
1 1 + 1 / / // // /// // / 7.87 0.50 2.7= 10.8 CFSQom= 8.045(0.55)5.3= 18.2x1.1 =25.8 Cf5 •` f / , ' / !: l
1 \\ - \\ `\ \ \ \ \ ,/ j,i _ ( )1 I I I l / / / i/ '/ // / / /Ili/ l/' 1 01o= 7.87(0.50)3.8= 15.0 CFS
t \ 11 / / // / //.
l / 025= 7.87(0.50)4.5= 17.8x 1.1 =19.6 CFS
TEMPORARY SEDIMENT 84S /N NO. 1 t - // / , - - - - -- _ \\ ` \ \\ __ a ; ; +>i /
I +, I ' / TEMPORARY SEDIMENT 84SIN N0. 2NOSCALE , // ,/ - ` \\ /. - \ \ 1 \ I I + IY'l ,/
1,' \ - - - - - `\ \ \\\ \ I +l l Ilil, // NO SCALE
Aw
11/Ili/ 4 '+5 r
ill i/ oZMAPHICSCAM \\ `, 111 / l / / /i //, 38 v 0-11
X \\ % / 60 36 60 ` _ , \ \ \\ . /
i ` \
l / .
Iiii /l
X89.2
416 \ \ \ \\ , I i _ \\ IN FE l l // // j ' jj O
ijloTEMPORARYSEDIMENTTRAPNO• \ l1 ; \ \ -\ .••'`'
F =445.W% PLAS111C 8s
TR4,SH R4A7C& \ \ r • ,' 'i w ' I /' i ii i %/ 322.8 ~NO SCALE
MP OF LWmr450.00 D.A.= 1.52 AC. « 36 RCP RISER 7 441.75 8 1 LIIE / A7ERIt71L.• L52 5,500 CUFF •
DEWA7ER DEME INEI S70RAGE REWIRED= 2,750 C.F. ` \\ ` ` I i i ' /i / i % O MICCE W/ PLAS7 C PYD _ TRASH RACK "
F/L= 445.50 _ _ WET SrMGE PRIOWLED- 2,797 C.F. O ELE'V= 436.00 DEWATFR DEVXCE
25 YR WOW E! - - - - - - - - - - _ - - LRY S1ni24GE RE7?U /RED= 2,750 F/1 44Q50 70P OF QAMM =445.00
01l , STORAGE PR/ACPAL CREST 'j• DRY STORAGE PROWLED= 4278 C•F• O ELEV- 43800 1STONF MM? L14M
i ,/ ,' ii 25 YR STORM ELEV . _ _ _ _ _ _ _ _ \__
4' f _EZEY•= 447.00
I
l
l /// /' -_DRY S"TOR4GE PR/MC/PAL CR9E57 j• - - ,,,WET S7OR4GE ® DRY S70RAGE 1 `% t / ; / •_ ELEV.- 441.75EZEV•- 445.50 E' .- 0 - TtP OF BMW=
OF Sn
439.0 / / l
ti -- _______ roROW= 4380 I / S10R4GECLEMAXff
B077 H"o - 442.00 EYEV. = 444.00 CLASS / AMP-RAP o
4410.50
ElV..- 441.00
COA CREW AAAaYM BLOCK
170 C.F. OF wing? lA4SPLAM7
170(62.4)= 10,581 LBS
COW. RLL• 2.5V.5X3.14 k2.0= 39.3 C.F(125 LBS)- 49106 LBS
W'w RCP: 50.5 -C.F. (125 LM)- 8311 Le
4906+8311= 11,217 > 18581
EXIST 68.00 LF. OF 24" RCP CL
W/ "b" RIM "MS
AN. 11=4 /AN. OUT =442.36
S=0.&W
DI'15T 0/-.n L-8 T171P av ao#cr
Top- A.W. I1 O LOW PT
D _
WET STt7RAGE WET
17".- 4M0
CLEAN OUT AT
a"..= 434.0
B0770M H"..- 432.0
VDOT /3, 1357
OR /5 STONE
CLOTH
i'
i
CLEANOUT
BIDT7 EZEK =438.00 EZEV.= 439.80
C1G+AICRE7E ANCHOR BLACK
52 CF. OF 07D? DISPLACED
52(82.4)= 3243 LBS
4.75W.7550' BLOCK- 22.8 C.F.(125 LM)- 2820 LBS
36" RCP_ _ 16.8 C.F•(125 L85)= 2104 LBS
96.8 LF• OF 18" RCP ESL
W/ "0" RIAA9 JOINTS ,
M/• /N =438.80 INK DUT=422.00
S = 15.29X
SDP- 05 -050
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TOPOGRAPHIC SURVEY AND BOUNDARY /NFORMAAON FOR , \ rt - - 1 1 1 i i 1
SITE WAS FIELD SURlgYEO nR-•aoCULATED BY JORDAN NOTE i A \ i r 7 it r I I I
CONSULTND- ENG//GEE (U7RS7L/ZiNG AREAL TOPOGRAPHY SITE S /GNAGE REOU /RED SEPARTE PERM /TS Worrell Land on/ Deve%pmont Co., NG\ i;; I
PROWS BY OWNER). BENCHMARKS £LEYA710N PER PER ZONING ORDINANCE 4.15. Tox Parcel #78 -31E 7_ T j i i • ; I
VDOT DATUM CONTROL ON NORTHS /OE OF ROUTE 250
TA T/ r AND STATE FARM BLVD. ESTABLISHED FOR VDOT PROJECT NOT£
O ERA DEVELOPER.• \ 10250 -002 -105. AL/1%SnA(G STRUCTURES AND IMPROPEMN75
6N S17F SHALL BE REMOVED
WO LL LAND DEVELOPMENT COMPANY i //GHI7NG N07E50. X 5386 1. 7HE SPILLOVER OF UGH77NG FROM PARK /NG AREA
CHARL LLE, VA. 22905 k-Ax L./MINAR /E' ONTO PUBLIC ROADS OR PROPERTY IN
A7A/ M ANDREW J. ORACDPOL/, V P. . RESYDEN77AL OR RURAL AREA ZONING D %S7JP /C75
PH E. 4)977 -6803 ' SHALL NOT EXCEED ONE —HALF (112) fOOT CANDLE. \
FAX. 434) 7 -6578 ,- - - 2 DWIf LUMINA /RE £OU/PPED W17H A LAMP
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ER
C4 456. 11 "'00.00'4=5276'00"L'45 31 '440.46
C5 158. J4'1240.92'd= 778'06"79. \ '15404'49
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WHICH EMMS 3000 OR MORE /NfTRL LUMENS SHALL L GSAXMAPO8 -31, 32 Worrell Land ondi Deve %pmant Co., Z
080 PG 531 & 0 B I 135 PG 23 BE A fULL CUT OF LUM /NA/RE3 OR A DECORATIVE
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ZO G MA AME ENTS ZMIA 9212 & ZMA 9603 Remaining P/O Tox Parcel If`78 -31
A G/TERLAL STR /C RNANNA /
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TOTAL RDEC AREA SE AC.0 ' !SE 1 & 2): 1
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SITE 0VER4 BLD PARK /NG = 6.23 (39.OR /MPERV.) 9 — — \
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TOT OPEN ACE SE 1 & 2): 9.78 AC. 250 - \- / ,fit 'QQ . `
70POSE USE.' CE N,
5 Ro rEN ,. \ - \ ti 9• ACCESS R PER % )'r 7`TOTAL LOORREA =0, 044 ` / / U PAN NoR ' \`j0 ?ETFR JEFFERSON PLACE 6 &7 j;/ r fi '` -•-1
r ACCESS ROAD PHASE 2" LANS ' ' { r' • `, ` `BLDG. HE /G 3 ST Y ®4 M/D —ROOF, 50 MAX '00 \, F
ER,dc WAMR. ALB MARLE ERWCE AUTHORTY
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ARCEL RE 4: 8.007 tAC. A ¢ 5jh ,000 A :70,022 \ >
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and
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238 - DAMSON CLAY LOAM, 2 to 7 percent slopes. Th %s deep, gently 71D -R 8UN CLAY LaW 15 to 25 percent s /open, This deep, moderate/, 74 I OVERALL EROS /ON CONTROL PLAN
ysloping, well drained soil is on narrow to brood con ridgetops of steep, well drained soil is on convex side slopes.
Piedmont up /ands Permeability 11`Aciarcsmoderate. Surface runoff is c x
U N
Z o ,
and ayaMbb /e water capacity
rapid• The hazard of erosion is sevem This soil has good ti/th• The surface 1R££ P
Permeability arid available water capacity are moderate. Surface runoff is /Dyer is moderrrtel friable and eos %l by/ed when moisl but it breaks up 23g ( 1. ONCE INITIAL EROS /ON CONTROL MEASURES ARE COMPLETED CONTRACTOR CAN BEGIN OVERALL PROJECT a o
medium. The hazard of erasion is moderate. This soil has fair ti/tlhe subso%/ into clods /f the soil Is tilled when too wet or too dry. The subso%/ has /ow gyp EXCAAT /ON/ FILL OPERAT /ON. DIVERSION DIKE PER INITIAL EC PLAN DIVIDING DRAINAGE AREAS TO SILT TRAP AND x o o Q
has low shrink -swell potential, The root zone extends to o depth of 60 shrink -swell potential. The root zone extends to O depth of 40 inches or I f 7REF PR07W7 pyy SEDIMENT BASIN if 1 TO BECOME FILL DIVERS /ON AND TO BE ADJUSTD AS FILL OPERAT /ON PROGRESS TO DECREASE ON E ' z
inches The organic matter content Is moderate, and the natural ferny %ty is more The organic motter content %s moderate, arrd the natural fertility is 71D 23C
0R4MGE NM2 FFNCE SITE RUN -OFF TO TO SILT TRAP. ONCE FILL OPERATIONS ARE COMPLETED AND SLOPE STABILIZED SILT TRAP Z1 CAN m
medium. This , soil commonly is medium , acid to Sftng/y acid throughou4 medium. This soil Is slightly acid to strongly acid throughout, but reoct%on in I t BE EL /M /HA TED
but reaction in the surface /a r /s vanob/e because of loco/ liming. the surface Aayler is variable because of loco/ liming. bedrock is genera/lje of
pBedrockisgenera //y of o depth of moms than 5 feet.O d of more than 60 inches 2. INSTALL STORM PIPE AND INLET SYSTEM WITH APPROPRIATE INLET PROTECT /ON.
The slope and the c%yvy subsoil are the main /imitations for nonfarm
Me /ow strength, the moderat* permeable subsoil, and the c/ y textures uses Slope limits use of this soil os O bu %/ding site as o site for most
38 ( SILT FFMC /MG
3. BUILDING CONSTRUCT /ON, SITE UTILITIES, CURB & GUTTER INSTALLATION SHALL BE COMPLETED .
of the subsoil ore the main /imitations for nonfarm uses. the /ow strength son%tary facilities, and as a site for rocraat/on0/ orros. Slope and the c%yley M /TS LINE I t
limits use of the soil for loco/ roods and streets, and the clayey subsoil subsoil are /imitations for sanitary /andR / /s. The /ow strength and excess x
12C LAND D /S7VR84IVICE L/M/T 4. BACK FILL OF CURB AND FINE GRADING OF SITE SHALL BE COMPLETED. CONTRACT BASE STONE AND PA VEMENT
limits excavations The clayey, moderately permeab /e subsoil limits the use fines limit use of the soil as o source of //• I I INSTALLED
of the soil for sanitary foci /it%es. Slope is o /imitation for pla"rounds. The x
soil is poor as a source of road% //. 88 - UDORINENTS, loamy this mop unit is mode up of orasos that hauls STABILIZATIONy/ DIKE 6. ALL SITE STABILIZATION AND AND LANDSCAPING COMPLETED. ONCE RELEASED BY ALBEMARLE COUNTY INSPECTOR2TAII
23C- DAWDSON CLAY LAW, 7 to 15 percent slopes Strongly sloping to been used for cutting or f/ /ling during grading for roods, housing x
Ty boundaries lh
STORM SEWER SYSTEM ,f2O THROUGH 1 25A, #30, #30A, ,4O THROUGH , N 1A SHALL BE CLEANED FROM ANY SEDIMENT O
moderately steep, very deep, well drained soil.developmen recr at/ona/ Orisos, uonies, and other siml/ar uses. The areas I I ' BUILD -UP, SEDIMENT BAS /NS #2 SHALL BE CONVERTED TO DETENTION 3451N. ANY REMAINING EROSION CONTROL 0-4 , p%co //y the surface lamr is commonlyc %y loom about 4 thick The surface /oy+sr has O moderately low content are i ufar in shape o conform to property 72C MEASURES SHALL BE REMOVED AT INSPECTOR'S D/RECT/ONS.
of organic matter the slowest permeab%/%ty is moderate. It has o moderate range from 3 to about 50 acres Slopes mofty range from 2 to about 25 SOIL AL4P
available water capacity and a /ow shrink swell potential. This soil is not Percent. S/dewo //s arcs nearly vertical in places,. SCALE•• N.T•S 7. ALL EROS /ON CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDIT /ON OF THE VIRGINIA ~
flooded and not ponded. The seasonal high water table is at O depth of The cuts Oral genera//y the steepest port of this map unit. the motenal TREE PROTECTION
ex /n these cuts /s gewra LIMITS DIh' / loom and is ve Strom acid /t
EROS /ON AND SEDIMENT CONTROL HAND BOOK.
more than 6 feet The land capability c/OssiScation is 6e. The %rg %n a Sol/ Pow ' rY gh' /L
management group is N. This soil is not hydr%c. generally consists of undoWng material of the Ashe, Catoctin, Chester
Cu/ien, E//ook, JkW8v% 1%e, Manteo, *ursvr / /e, NOson, or Robun soils. The filled Q
i /" // /• / / / ara3a' C94S/8t Old 1Dte_r101t' (3n70, 1 A* \ • • \ \ \ \ h r \ R h \ lit' \ t' ` /1 \ \ t \ ' 9 \ 1 1 ' i 1 1 1 \ \ ,/ •
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CONSTRUCT /ON OPERATIONS RELATIVE + z 10 5i2 o
44 \\ i/ / TO THE LOCATION OF PROTECTED TREES a t -
o \ \ \ \ \ \ t 1 \ / \ \ \ \ \\ / PLATE 3.38 -1) Z N N O U
1 1 I I I I \ \ \ \ \ \, \ ,x \\ \ \\ .5 N
STANDARD COMMENrS F PROTECTION P .. N O
I \ \ `; \\ \\ \ \ \\ \ \\ \ 1 \ 1
I - \ l \ \ ^` \\ \\ \\ \\ \ \ I/ ` 1 ij / / / NO LAND D/STURB/NG ACTMT /ES MAY OCCUR ON S/TE PR /OR TO THE RELEASE OF THE p N
1 CONSTRUCTION PLANS BY ALBEMARLE COUNTY PLANNING DEPARTMENT, UNLESS Z 05
1 \ \ \ \ \ \ I I I ! - - - - -- - -\ \ /- \ `\ \ / SPEC /F/CALLY REQU IRED TO INSTALL TREE PROTECT /ON MEASURES. `'" 4 O
soil
the surf Yd
o //y of O 1Qe h
S /ope, /Ow t
nonfarm
loco/ roads aid
and the C /a.)KAA
imitation for re
limit use Of the
J t I I 14 , 1 I \ _ _ - _ _ • _ „_` \ V A PRE - CONSTRUCT /ON MEETING IS REQU IRED TO REI//EyV TREE PROTECTION MEASURES ON O a a» o O " ~
f \ \ ` _ _ ` SITE PR /OR TO THE RELEASE OF CONSTRUCT /ON PLANS BY THE ALBEMARLE COUNTY PLANNING , E
NI \ \ \ \ \ \
I 1 1/ I / / / / / / I I I , - \ /
I DEPARTMENT. ALL TREE PROTEC77VE FENCING MUST BE /N PLACE AND INSPECTED PRIOR a a> CUj _ \ _ ` - _ - \ \ \ \ \ \ \ \
4 I / / \ / l TO COMMENCEMENT OF ANY LAND DISTURBANCE ACTIWTY. z N Cd
q I I
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1 // / // l - /
1 I I 1 1 I i ___ - _ - - \ \ \ \ \ \ \
1 I I I 1 / / / // / / // ! /h1 / / .` ? / / I I / - - - - - - - - - • \ \ \\ \\ \ \ \\ \ \\ \ I I I / / / TREE PROTECTION MEASURES SHALL BE IN PLACE AT TIMES AND PROPERL Y MAINTAINED 6 w
1 / / / / ! / UNTIL FINAL ACCEPTANCE OF THE PROECT.t \ I I I l / r / I / Z
roOV b / -' - ` ` \\ \ \ \ \\ \ \\ 1 \ I I / / /% / / % WHEN THE PLAN REOU/RES A TREE PROTECTION DEVICE AND AN EROS /ON CONTROL DEI//CE. ~
f ` -- \ \ \ \ \ \ • l / / I / THE EROS /ON CONTROL DEVICE SHALL BE ON THE UPGRADE SIDE OF THE TREE PROTECT /ON L
I 1 1 I/ FENCING.
d O D/el er CO \VIMW
THIS DISTURBANCE SHALL BE MINIMIZED
Sw/foci r/a/y 1 I - " ,\ \ \ \ \ \ \ \ \ \ I t 1 I I q 1 / l l / / / THE INSTALLATION OF THE TREE PROTECTION FENCING U4 Y REOU /RE MINOR DISTURBANCE OF
d of a /O j Vero. Nth l - At . I ` _ _ ' - _ \ \ \ \ \ \ \ \ \\ \\ \\ \ II \ i 1 I ! ! I / // // / VEGETA TION TO CONDUCT SURVEY OPERATIONS.
nd \ ti when m k \ (/ /n % f 1 / I i / `• \ `\ ` \ \ \ \ \ \ `\ 1 t AS MUCH AS POSSIBLE. THE LIMITS OF TREE PROTECTION SHALL BE FLAGGED BY AN 1 1 = I 1 =1 I It / '', \ \ \ \ \ \ \ \ \ \ 1 I I 1 / l / / / AUTHOR /ZED AND LICENSED SURVEYOR AFTER THE LIMITS OF CLEARING HAVE BEEN PROPERLY -
hen t e too \ hMs // ,, -,; 1
r // NT,o ` \ \ \ \ \ \ \ \ , \ # I I 1 / l l I I /
1 t A I / CALCULATED. THE SURVEYOR WILL THEN USE A BUSH AXE TO CUT L /NES /N SETT /NG UP _
10 Zane THE ASSOCIATED CLEARING LIMITS AFTER BEING FLAGGED THE OWNER SHALL BE I I = III =1 11-
nt /s eIp and the RESPONSIBLE FOR INSTALLATION OF THE TREE PROTECT /ON FENCING AND SIGNAGE.
AS \\ \\ \
1 \ \ \ \\ t y 1 / / / / I! l / // // / ALL PUBL /C, SEMI- PUBUC, OR PRIVATE UTILITY LINE MUST UT/L/ZE THE L/M/TS OF CLEARING = _ 1
Wr 1 \ 1 t 1 / / // / / / /ND /GATED ON THIS PLAN. I I —III- i II1 /l l r / P /
of than /h s \\\ \ \ \\ \ \ \ ! /.l /,/ / // // ,/ / r /P SALEIy11P LIAKNKs Ll//T // `/ __ ` \
1 I I /// // / r/ / /
C / / TREE PROTECTION DEUNEAnON FOR UM /TS OF CLEARI .• STANDARD ORANGE VINYL OR
PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS PRE - WEATHERED WOOD, GALVAN /ZED i
v th, e% \ / ore bc\ \ \ \ \`- I - - - - -_ \\ \ \ \ \\ \ i 1 1 i h / ! i \ / _zoo STEEL, IRON OR THICK PI/C PL4ST/C AT LEAST 40' ABOVE F/N /SHED GRADE W/TH SPAN =1 I — I IapeOndhetd1( /' u 1 ik \ \` \ \` \`\ - _ - - / / / / / ! \ ` - - / _ 1 ! BETWEEN POSTS NO GREATER THAN 6 ON CENTER. EVERY NINTH POST SHALL CONTAIN AIII '/ , _: — III —I I I I / / / / WARNING SIGN OF SIZE AND TYPE PERM /TYPO BY THE ALBEMARLE
V / .... \ \ \ \ II / / /S O F y bso I/ \ \ \\ \ \\ \ \ \ \ \ / i , / / / / _ _ _ _ _ ` \ ! 1 I I ! / / / / / COUNTY ZONING ORDNANCE THAT CLEARLY INDENT /F/ES THE PURPOSE OF THE FENCE i. e _I •I! // / /se d\ / for nit . \ \ \ \ \\ \ \ \ \ \ .• / / / / / / / -' \ \ \ , 1 / / I l l l / / / / /// / // / TREE PROTECTION FENCING ALL FENCING AND SIGNS SHALL BE APPROVED BY THE
N \\ \ \ \ \ / , / / / / \ \ ' \ I ! I 1 I /Ill // / // // // / / / /,I h / / IN ) /
t n de lop \ gth \ G `\ \\ \\\ \ \ \`` \ \ \ \\ \ \\ \ \ \ _- / / ` / // -/ // _ \\ \\ --_\ \ I I I / !/ / / / / / /j/ // / /%/ /jJl /'/ / / j >t ch / / ALBEMARLE COUNTY PLANNING DEPARTMENT PR /OR TO / NSTALLAT/ON.
D _c S'A _ / \\ \. \\ \ \ \ .. \ \ \ \\`. \.\ \ .\ \ \ \ \1 f ./ .K/ / \_ \ / \ \ \ \ 1 l "o //,i / /.Ili / / /.,1.i /> /i ,. ! / SD/ 000
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CONSTRUCT /ON OPERATIONS RELATIVE + z 10 5i2 o
44 \\ i/ / TO THE LOCATION OF PROTECTED TREES a t -
o \ \ \ \ \ \ t 1 \ / \ \ \ \ \\ / PLATE 3.38 -1) Z N N O U
1 1 I I I I \ \ \ \ \ \, \ ,x \\ \ \\ .5 N
STANDARD COMMENrS F PROTECTION P .. N O
I \ \ `; \\ \\ \ \ \\ \ \\ \ 1 \ 1
I - \ l \ \ ^` \\ \\ \\ \\ \ \ I/ ` 1 ij / / / NO LAND D/STURB/NG ACTMT /ES MAY OCCUR ON S/TE PR /OR TO THE RELEASE OF THE p N
1 CONSTRUCTION PLANS BY ALBEMARLE COUNTY PLANNING DEPARTMENT, UNLESS Z 05
1 \ \ \ \ \ \ I I I ! - - - - -- - -\ \ /- \ `\ \ / SPEC /F/CALLY REQU IRED TO INSTALL TREE PROTECT /ON MEASURES. `'" 4 O
soil
the surf Yd
o //y of O 1Qe h
S /ope, /Ow t
nonfarm
loco/ roads aid
and the C /a.)KAA
imitation for re
limit use Of the
J t I I 14 , 1 I \ _ _ - _ _ • _ „_` \ V A PRE - CONSTRUCT /ON MEETING IS REQU IRED TO REI//EyV TREE PROTECTION MEASURES ON O a a» o O " ~
f \ \ ` _ _ ` SITE PR /OR TO THE RELEASE OF CONSTRUCT /ON PLANS BY THE ALBEMARLE COUNTY PLANNING , E
NI \ \ \ \ \ \
I 1 1/ I / / / / / / I I I , - \ /
I DEPARTMENT. ALL TREE PROTEC77VE FENCING MUST BE /N PLACE AND INSPECTED PRIOR a a> CUj _ \ _ ` - _ - \ \ \ \ \ \ \ \
4 I / / \ / l TO COMMENCEMENT OF ANY LAND DISTURBANCE ACTIWTY. z N Cd
q I I
1 \
1 // / // l - /
1 I I 1 1 I i ___ - _ - - \ \ \ \ \ \ \
1 I I I 1 / / / // / / // ! /h1 / / .` ? / / I I / - - - - - - - - - • \ \ \\ \\ \ \ \\ \ \\ \ I I I / / / TREE PROTECTION MEASURES SHALL BE IN PLACE AT TIMES AND PROPERL Y MAINTAINED 6 w
1 / / / / ! / UNTIL FINAL ACCEPTANCE OF THE PROECT.t \ I I I l / r / I / Z
roOV b / -' - ` ` \\ \ \ \ \\ \ \\ 1 \ I I / / /% / / % WHEN THE PLAN REOU/RES A TREE PROTECTION DEVICE AND AN EROS /ON CONTROL DEI//CE. ~
f ` -- \ \ \ \ \ \ • l / / I / THE EROS /ON CONTROL DEVICE SHALL BE ON THE UPGRADE SIDE OF THE TREE PROTECT /ON L
I 1 1 I/ FENCING.
d O D/el er CO \VIMW
THIS DISTURBANCE SHALL BE MINIMIZED
Sw/foci r/a/y 1 I - " ,\ \ \ \ \ \ \ \ \ \ I t 1 I I q 1 / l l / / / THE INSTALLATION OF THE TREE PROTECTION FENCING U4 Y REOU /RE MINOR DISTURBANCE OF
d of a /O j Vero. Nthl - At . I ` _ _ ' - _ \ \ \ \ \ \ \ \ \\ \\ \\ \ II \ i 1 I ! ! I / // // / VEGETA TION TO CONDUCT SURVEY OPERATIONS.
nd \ ti when m k \ (/ /n % f 1 / I i / `• \ `\ ` \ \ \ \ \ \ `\ 1 t AS MUCH AS POSSIBLE. THE LIMITS OF TREE PROTECTION SHALL BE FLAGGED BY AN 1 1 = I 1 =1 I It / '', \ \ \ \ \ \ \ \ \ \ 1 I I 1 / l / / / AUTHOR /ZED AND LICENSED SURVEYOR AFTER THE LIMITS OF CLEARING HAVE BEEN PROPERLY -
hen t e too \ hMs // ,, -,; 1
r // NT,o ` \ \ \ \ \ \ \ \ , \ # I I 1 / l l I I /
1 t A I / CALCULATED. THE SURVEYOR WILL THEN USE A BUSH AXE TO CUT L /NES /N SETT /NG UP _
10 Zane THE ASSOCIATED CLEARING LIMITS AFTER BEING FLAGGED THE OWNER SHALL BE I I = III =1 11-
nt /s eIp and the RESPONSIBLE FOR INSTALLATION OF THE TREE PROTECT /ON FENCING AND SIGNAGE.
AS \\ \\ \
1 \ \ \ \\ t y 1 / / / / I! l / // // / ALL PUBL /C, SEMI- PUBUC, OR PRIVATE UTILITY LINE MUST UT/L/ZE THE L/M/TS OF CLEARING = _ 1
Wr 1 \ 1 t 1 / / // / / / /ND /GATED ON THIS PLAN. I I —III- i II1 /l l r / P /
of than /h s \\\ \ \ \\ \ \ \ ! /.l /,/ / // // ,/ / r /P SALEIy11P LIAKNKs Ll//T // `/ __ ` \
1 I I /// // / r/ / /
C / / TREE PROTECTION DEUNEAnON FOR UM /TS OF CLEARI .• STANDARD ORANGE VINYL OR
PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS PRE - WEATHERED WOOD, GALVAN /ZED i
v th, e% \ / ore bc\ \ \ \ \`- I - - - - -_ \\ \ \ \ \\ \ i 1 1 i h / ! i \ / _zoo STEEL, IRON OR THICK PI/C PL4ST/C AT LEAST 40' ABOVE F/N /SHED GRADE W/TH SPAN =1 I — I IapeOndhetd1( /' u 1 ik \ \` \ \` \`\ - _ - - / / / / / ! \ ` - - / _ 1 ! BETWEEN POSTS NO GREATER THAN 6 ON CENTER. EVERY NINTH POST SHALL CONTAIN AIII '/ , _: — III —I I I I / / / / WARNING SIGN OF SIZE AND TYPE PERM /TYPO BY THE ALBEMARLE
V / .... \ \ \ \ II / / /S O F y bso I/ \ \ \\ \ \\ \ \ \ \ \ / i , / / / / _ _ _ _ _ ` \ ! 1 I I ! / / / / / COUNTY ZONING ORDNANCE THAT CLEARLY INDENT /F/ES THE PURPOSE OF THE FENCE i. e _I •I! // / /se d\ / for nit . \ \ \ \ \\ \ \ \ \ \ .• / / / / / / / -' \ \ \ , 1 / / I l l l / / / / /// / // / TREE PROTECTION FENCING ALL FENCING AND SIGNS SHALL BE APPROVED BY THE
N \\ \ \ \ \ / , / / / / \ \ ' \ I ! I 1 I /Ill // / // // // / / / /,I h / / IN ) /
t n de lop \ gth \ G `\ \\ \\\ \ \ \`` \ \ \ \\ \ \\ \ \ \ _- / / ` / // -/ // _ \\ \\ --_\ \ I I I / !/ / / / / / /j/ // / /%/ /jJl /'/ / / j >t ch / / ALBEMARLE COUNTY PLANNING DEPARTMENT PR /OR TO / NSTALLAT/ON.
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j ONCE RELEASED BY ALBEMARLE COUNTY INSPECTOR, THE CONTRACTOR SHALL
IN5T4LL TEMPORARY CONSTRUCTION ENTRANCE OF THE EX /STING ACCESS RD.
2 . CONTRACTOR SHALL INSTALL SIL T FENCING AND INSTALL/ MAINTAIN EX /STING
INLET PROTECT /ON ON EX /STING STRUCTURES #50 #51 #52 56 AND
I I I
I 1 I ' \ ' ' j i I il__ll 1 1 1 1 1 1 I I I I I it I I I I i I I \
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J. INSTALL STORM PIPE AND INLET SYSTEM WITH APPROPRIATE INLET PROTECT /ON.
14%.\ 4e9- 4. BUILDING CONSTRUCTION, SITE UTILITIES, CURB & GUTTER INSTALLATION SHALL
BE COMPLETED .
r , `
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1 ' I I I I I I I ( I I I I I I I I I I I l i I I I ` v , _
MLJ- - \ / J
5. BACK FILL OF CURB AND FINE GRADING OF SITE SHALL BE CO PL ETED.
l ( / . '
i 1 ,e CONTRACT BASE STONE AND PAVEMENT INSTALLED.
1 1 1 !
T _ 6. ALL SITE STAB /L /ZAT /ON AND AND LANDSCAPING COMPLETED. ONCE RELEASED
BY ALBEMARLE COUNTY INSPECTOR, STORM SEWER SYSTEM #1 THROUGH 6A,
I // / / ' #10, 110A, ,f51 THROUGH 152A SHALL BE CLEANED FROM ANY SEDIMENTt _ ,
s / / BUILD -UP, SEDIMENT BASINS /1 SHALL BE CONVERTED TO DETENTION BASIN.I \ _ / / ANY REMAINING EROSION CONTROL MEASURES SHALL BE REMOVED AT
INSPECTOR'S DIRECTIONS.
7 ALL EROS /ON CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED PER
l -L- - - -- - -- -- - — / - / = -(
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A
WATER QUALITY
LEN
5
FLOW OUTLET PIPE NOl
SEE NOTE 4)
A
ALTERNATE PIPELOCATION
SEE NOTE 4)
S'
INLET PIPE
SEE NOTE 4)
PEAK FLOW
OUTLET PIPE
SEE NOTE 4)
A
ORIFICE PLA
1
IF REQUIRED)
STORMGATE VAULT - PLAN VIEW r1__
1
GRADE RING
MT)
24" 0 FRAME
AND COVER (STD)
r•
1 40NNIKZ_ \:MNI
02006 CONTECH Storrnwater Solutions
STORMGATE VAULT HIGH FLOW BYPASS _
STORMWATER
PLAN AND SECTION VIEWS
SOLUTIONS - STANDARD DETAIL
1n
wnted%stOmNVetef.00m DATE 0•/29/05 I SCALE: NONE I FLE NAME SG-V -M DRAWN: MJW CHECKED: ARG
STORMFILTER VAULT, STORMGATE VAULT
HIGH FLOW BY -PASS S7RUC7URE, FLOW
INVERTS AND SIZES OF PIPES
CONNECTED TO STORMWATER AND
STORMGATE VAULTS PER "CONTECH
STORMWATER SOLUTIONS DESIGN"
GENERAL NOTES
1) 5TORMGATE BY CONTECH 5TORMWATER SOLUTIONS; PORTLAND, OR (800) 548 -4667; SCARBOROUGH, ME (877) 907 -8676;
ELMDGE, MD (866) 740 -3318.
2) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM C857 AND C858. DETAIL DRAWING REFLECTS DESIGN
INTENT ONLY. LENGTH AND WIDTH OF VAULT WILL VARY DEPENDING ON PIPE DIAMETER AND ORIENTATION. PLEASE CONTACT
CONTECH 5TORMWATER. SOLUTIONS TO DETERMINE VAULT SIZING AND AVAILABILITY. ACTUAL DIMENSIONS AND
CONFIGURATION WILL BE SHOWN ON PRODUCTION SHOP DRAWING.
3) STRUCTURE AND ACCESS COVERS TO MEET AA5HTO H -20 LOAD RATING.
4) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST STORMGATE VAULT
EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS.
5) CONTRACTOR TO ADJUST WEIR TO DESIGN ELEVATION SPECIFIED IN DATA TABLE BELOW. DO NOT EXCEED 5.0 FT -LB5 TORQUE
WHEN TIGHTENING SCREWS ON WEIR FRAME. SEAL WEIR TO FRAME WITH RTV 51UCONE SEALANT AFTER FINAL ADJUSTMENT.
4" MIN
B
2
SET SCREWS
SEE NOTE 5)
WEIR DETAIL -PLAN VIEW 1
2
I
11 • Q
v
WEIR FRAME
ADJUSTABLE
WEIR PLATE
SEE NOTE 5)
EMBEDMENT
ANCHORS
OW)
STORMGATE VAULT
DATA
STRUCTURE ID ID
WATER QUALITY FLOW RATE cfs WQFLOW
PEAK FLOW RATE Qpeak cfs PEAK
VAULT LENGTH LENGTH
VAULT WIDTH WIDTH
RIM ELEVATION RIM
5••e:SAG.
PIPE DATA:I.E.MATERIAL DIAMETER
INLET PIPE #I ELEV MATERIAL DIAM
INLET PIPE #2 ELEV MATERIAL DIAM
WATER QUALITY
FLOW OUTLET PIPE ELEV MATERIAL DIAM
PEAK FLOW
OUTLET PIPE ELEV MATERIAL DIAM
f n'. • . - rte f ::.,
ORIFICE TYPE PIPE CAP PLATE OTYPE
ORIFICE DIAMETER in DIAMETER
WEIR CREST ELEVATION ELEV
WEIR WALL ELEVATION ELEV
HEAD OVER WEIR H ft OVER
WSE at Q eak W5E
FLOOR ELEVATION I ELEV
NOTE55FECIAL REQUIREMENTS:
24"0 FI
AND COVER
TOP Q ELEV= 47
2006 CONTECH Stonnwater Solutions
STORMGATE VAULT- TOP VIEW_ /"21
2
STORMGATE VAULT HIGH FLOW BYPASS
STOIiMWAWA TOP VIEW, WEIR DETAIL, DATA AND NOTES 2
SOLUTIONS STANDARD DETAIL
w
c onbc stprm mW.wm (ATE: OW28A15 I SCALE: NONE I FLE NAME SO 7VT-0TL DRAWN: MJW CHECKED: mw
B OUTLET PIPE
SEE NOTES 546)
ALTERNATE PIPE BALLAST 2 COUPLING (TYP)
LOCATION (TYP) (SEE NOTE 8) (BY CONTRACTOR)
SEE NOTE 6)
ice \ \ \
H
imul in •
PRO -
0
v
TOP @ ELEV= 471.82±
TOP Qa ELEV= 472.92±
30"0 FRAME AND
COVER (IYP)
SEE NOTE 4) —
BAFFLE WALL
FLOW SPREADER
d
STEP
PERMANENT
POOL
ENERGY 5TORMFILTER UNDERDRP
DIS IPATOR CARTRIDGE (NP) MANIFOLD
SEE NOTE 2)
S' x 16' STORMFILTER - SECTION VIEW
4' -6" MIN
SEE NOTE 7)
THE 5TORMWATER MANAGEMENT
5tormPdter®
U.S. PATENT No. 5,322,629,
No. 5,707,527, No. 6,027,639
No. 6,649,048, No. 5,624,576,
AND OTHER U.S. AND FOREIGN
2M CONTECH Stom water Solutions FATENT5 PENDING
y ®8'x 16' PRECAST STORMFILTER
DRAWPp
STORMWA"IER PLAN AND SECTION VIEWS
SOLUTIONS.. STANDARD DETAIL
112
cwftchsWffmvsW.wm DATE 12/4/08 SCALE: NONE FLE NAME WS18 P"M FHB-D'R DRANM: MM CHECKED AR(i
W
0
rw
V
505 NOTE:
CONTRACTOR TO PROVIDE Sr- f
SMPS Al ALL STRUCTURES WnN
500 DEPTH OF 4' OR GREATER
GENERAL NOTES
1) STORMFILTER BY 5TORMWATER360; WEST: PORTLAND, OREGON (800) 548 -4667; EAST: SCARBOROUGH, ME (877)
907 -8676; MID - ATLANTIC: ELKRIDGE, MD (866) 740 -3318.
2) FILTER CARTRIDGE(S) TO BE SIPHON- ACTUATED AND SELF- CLEANING. STANDARD DETAIL DRAWING SHOWS MAXIMUM NUMBER
OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW.
3) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM 0857 AND C858. DETAIL DRAWING REFLECTS DESIGN
INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING.
4) STRUCTURE AND ACCESS COVERS TO MEET AASHTO H -20 LOAD RATING.
5) STORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LE55 DROP 15 AVAILABLE, CONTACT 5TORMWATER360.
6) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST STORMFILTER VAULT
EQUIPPED WITH EITHER KNOCKOUTS OR CAST -IN BOOT CONNECTIONS AT INLET AND OUTLET LOCATIONS.
7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED, CONTACT
5TORMWATER360 FOR OTHER OPTIONS.
8) ANTI- FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET
ALONG ENTIRE LENGTH OF BOTH SIDES OF THE STRUCTURE.
9) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE
INFORMATION.
30 "0 FRAME AND
COVER O YP)
SEE NOTE 4)
DOWNSTREAM
BAFFLE WALL
BALLAST
SEE NOTE 8)
s;• V •'ti ,:. ,v:. y_ + Y•Y . - ..21: ;.j d HEIGM
UNDERDRAIN VADTH - L T
MANIFOLD
8' x 16' STORMFILTER - SECTION VIEW
3' 5' 8
a
8'x I G' PRECAST
STORM FI LTER DATA
STKUCTUREID XXX
WATER QUALITY FLOW RATE (cfs)X.XX
PEAK FLOW RATE (cfs)X.XX
RETURN PERIOD OF PEAK FLOW ( )XXX
OF CARTRIDGES REQUIRED
Al
CARTRIDGE FLOW RATE (15 OR 7.5 m I XX
5••e:SAG.r.
MATERIAL DIAMETER
INLET PIPE #I XXX.XX'
a:•i•..:w,• ,fir
XXX XX"
OUTLET PIPE XXX.X)C XXX XX"
Q Q
f n'. • . - rte f ::.,1 i y a
8'x I G' PRECAST
STORM FI LTER DATA
STKUCTUREID XXX
WATER QUALITY FLOW RATE (cfs)X.XX
PEAK FLOW RATE (cfs)X.XX
RETURN PERIOD OF PEAK FLOW ( )XXX
OF CARTRIDGES REQUIRED XX
CARTRIDGE FLOW RATE (15 OR 7.5 m I XX
MEDIA TYPE (C5f, PERLITE Z I )00=
PIPE DATA:I.E.MATERIAL DIAMETER
INLET PIPE #I XXX.XX'XXX XX"
INLET PIPE #2 XXX.XX XXX XX"
OUTLET PIPE XXX.X)C XXX XX"
Q Q
RIM
XXX.XX XXX.XX'
FLOW'
ANTI - FLOTATION BALLAST WIDTH
XX"
HEIGHT
XX"
NOTE5l5PECIAL REQUIREMENTS:
4'
4 .
6 , THE 5TORMWATER MANAGEMENT
StormRiter®
8'x 16' STORMFILTER - TOP VIEW 1 No.. 5,707,527. No. 6027,639
No. 6,649,048, No. 5,624,576,
02006 CONTECH SWmWater Solud"
AND OTHER U.S. AND FOREIGN
PATENTS PENDING
8'x 16' PRECAST STORMFILTER
D
STORMWATER
TOP AND SECTION VIEWS, NOTES AND DATA 2
SOWTIONS_ STANDARD DETAIL
CUIMdI>wIIMIMI w.mn DATE 1211405 1 SCALE: NONE I FILE NAME: SF818- PGMDA•FHB•D7L DRANK: MJW CHia — c — m ARG
495
490
480
475
470
465
460
455
450
445
440
435
0 a
V
a
I
Z Ln 0) o OcoN ° o U N
v C 0 co h 00
N o WF 1 G N 0
0 p N • V
Z ^W
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hl Z 'w a v
Io0ulLT,N 5!
V W
91
Z
qZ,II III III II'
III - III -I WIII_ I 1 -1 I II-
III -III; W11 -III,- -ll
I - 11I -I I
SDP- 05 -050
1A
AY z 0
O
z
h O
ta h
NO O
O c:O
O Q W
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pj O o
OQ O 7l
V_
O
wO
vrw .-, - • -- - -- - --S= 6.60.2
Q Q
vrw .-, - • -- - -- - --S= 6.60.2
STORMF/LTER VAULT, STORMG47E VAULT
HIGH FLOW BY -PASS STRUCTURE, FLOW
INVERTS AND SIZES OF PIPES
CONNECTED TO S7ORMWA7ER AND
STORMGATE VAULTS PER "CONTECH
STORMWATER SOLUTIONS DESIGN"
OWNER/ CONTRACTOR TO INSTALL
ANTI - FLOATATION BALLAST IF DEEMED
NECESS4RY BY OWNER'S GE07ECHNIC4L
ENGINEER.
SP-MAL NOTE
OWNER MAY OPT TO USE HDPE PIPE AS HIS
RESPONSIBILI7Y. IF THIS OPTION IS CHOSEN
OWNER / CONTRACTOR IS CAUTIONED TO EXERCISE
SPECIAL C4RE (WITH GEOTECHNIC4L ENGINEER
TESTING) TO FOLLOW THE HDPE PIPE GUIDE
SPECIRC47IONS FOR BEDDING, COMPACTION AND
INSTALLATION.
I'll
UPUNG (TYP)
CONTRACTOR)
TIET PIPE
EE NOTES 546)
300 FRAME AND 24'0'FRAME
COVER (TYP) AND COVER
SEE NOTE 4) NOTE 4) GRADE RING
TYP)
4 MIN
13EE NOTE'n
CARTRIDGE OW ) J MANIFOLD
5EE NOTE 2)
8'x 16' STORMFILTER - SECTION VIEW A
1
THE 5TORMWATER MANAGEMENT
5t -mlwe
U.5. PATENT No. 5,322.629,
No. 5,707.527. No. 6.027,639
NO. 6.649.048. No. 5.624,576
AND OTHER U.9. AND MRE1GN
06 CONTECH Sbmv watw SOlutlona FATENT5 PENDING
8'x 16' PRECAST STORMFILTER
S IDI MWAWA
PLAN AND SECTION VIEWS
SOLUTIONS_ PETER JEFFERSON PLACE
112
cor4@chwWmwmW.wm DATE:12H4/06 SCALE:NONE RLENAME9F816PC4ADA•FH"W0TL DRAWN: MJW CHECW&ARO
GENERAL NOTES
1) 5TORMFILTER BY 5TORMWATER,360: WEST: PORTLAND, OREGON (800) 5484667; EAST: SCARBOROUGH, ME (877)
907 -8676; MID - ATLANTIC: ELKR)DGE, MD Mr.) 740 -3318.
2) FILTER CARTRIDGE(5) TO BE SIPHON - ACTUATED AND SELF - CLEANING. 5TANDARD DETAIL DRAWING 5HOW5 MAXIMUM NUMBER
OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON 51TE PLANS OR IN DATA TABLE BELOW.
1
INTENT ONLY. ACTUAL DIMEN51ON5 AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING.
4) 5TRUCTURE AND ACCESS COVERS TO MEET AA5HTO H -20 LOAD RATING.
4 MIN
13EE NOTE'n
CARTRIDGE OW ) J MANIFOLD
5EE NOTE 2)
8'x 16' STORMFILTER - SECTION VIEW A
1
THE 5TORMWATER MANAGEMENT
5t -mlwe
U.5. PATENT No. 5,322.629,
No. 5,707.527. No. 6.027,639
NO. 6.649.048. No. 5.624,576
AND OTHER U.9. AND MRE1GN
06 CONTECH Sbmv watw SOlutlona FATENT5 PENDING
8'x 16' PRECAST STORMFILTER
S IDI MWAWA
PLAN AND SECTION VIEWS
SOLUTIONS_ PETER JEFFERSON PLACE
112
cor4@chwWmwmW.wm DATE:12H4/06 SCALE:NONE RLENAME9F816PC4ADA•FH"W0TL DRAWN: MJW CHECW&ARO
A
6.2 LF '
INV IN - 458.41"
INV OUT - 458.389'
5 = 0.5%6
INV IN - 459.08'
INV OUT - 458.51'
5 - 3. 1696
02006 CONTECH SmnmwsW Sokdkm
75 LF 15'
INV IN = 456.08'
INV OUT - 454.92'
5- 1.55%
6.2 LF 15'
INV IN - 457.33'
INV OUT = 457.30'
5-0.5%
8'x: 16 RECAST STORMFILTER
STO WMATER
LAYOUT VIEW WITH ELEVATIONS
SOLlJT10N5_ PETER JEFFERSON PLACE
nvjAw DATE: 12/14/06 1 SCALE: NOME FIUENALe8P816•PC- MDAFH64Ml -OIL &;kWN:M2W IOWXKEDIARG
PEAK FLOW
GENERAL NOTES
1) 5TORMFILTER BY 5TORMWATER,360: WEST: PORTLAND, OREGON (800) 5484667; EAST: SCARBOROUGH, ME (877)
907 -8676; MID - ATLANTIC: ELKR)DGE, MD Mr.) 740 -3318.
2) FILTER CARTRIDGE(5) TO BE SIPHON - ACTUATED AND SELF - CLEANING. 5TANDARD DETAIL DRAWING 5HOW5 MAXIMUM NUMBER
OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON 51TE PLANS OR IN DATA TABLE BELOW.
3) PRECAST VAULT TO BE CON5TRUCTED IN ACCORDANCE WITH ASTM C857 AND 0858. DETAIL DRAWING REFLECTS DESIGN
INTENT ONLY. ACTUAL DIMEN51ON5 AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING.
4) 5TRUCTURE AND ACCESS COVERS TO MEET AA5HTO H -20 LOAD RATING.
5) 5TORMFILTER REQUIRE5 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LE55 DROP 15 AVAILABLE, CONTACT 5TORMWATER360.
6) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECA5T 5TORMFILTER VAULT
EQUIPPED W" EITHER KNOCKOUTS OR CA5T -IN BOOT CONNECTIONS AT INLET AND OUTLET LOCATIONS.
7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCE55. IF A SHALLOWER 5Y5TEM 15 REQUIRED, CONTACT
5TORMWATEK360 FOR OTHER OPTIONS.
8) ANTI - FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET
ALONG ENTIRE LENGTH OF BOTH 51DE5 OF THE 5TRUCTURE.
9) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE
INFORMATION.
8'x I G PRECAST30'0 FRAME AND
COVER (TYP) 5TORMFILTER DATA
SEE NOTE 4) STRUCTURE ID )00(
WATER QUALITY FLOW RATE (cft) 0.47
r
PEAK FLAW RATE (ch5) 9.7
BAFFLE • r ... RETURN PERIOD OF PEAK FLOW 10
WAIL # OF CARTRIDGES REQUIRED 14
CARTRIDGE FLOW RATE 15 OR 7.5 15
MEDIA TYPE (C5F, PERUTE ZPG ZPG
PIPE DATA: I.E. MATERIAL DIAMETER
INLET PIPE / 1 458.38 XXX 1 15'
INLET PIPE N2 457.30 )00( 15'
I OUTLET PIPE 456.08 )00( 1 15'
j :,. •: -
RIM
UNDERDRAIN 464 0 464.0
MANIFOLD
8'x 16' STORMFILTER - SECTION VIEW_ _/ B FLOw 464.0
2' -2'
ANTI- FLOTATION BALLAST I WIDTH HEIGHT
WA WA
NOTE56PECIAL REQUIREMENTS:
c Au-
W MIN • •: ' y . • ; .•.•.•
a .. j:0'•.. *. •...y., ;•4 i S:ts: +i>
v ..r. :.'f:•. Y:: :.Y ,0'••y ,':;9
I' . 1 a A ',I II.• %' #.'il .. y. ry/ ,t 'r.'y •,ik ,!.y., 1 * .. ?0'..T ';.r • 1 •: ' %ry '!rj'' :'. ti Yt
THE 5TORMWATEK MANAGEMENT
Stnnl,P,ker®
8' x 16' STORMFILTER - TOP VIEW N
U.5. PATENT No.
o. 5,707.527, No. . 6,027,66,027,639
No. 6,649,048, No. 5,624,576,
2 AND OTHER U.5. AND FORNGH
02006 CONTECH SWr mwaLBT SOIu0om PATENTS PENDING
STORMGATE VAULT- TOP VIEW r21
8' x 16' PRECAST STORMFILTER
02006 CONTEC
SSW
SoWtloro
CC M
CONEW
STONVIAINUR
TOP AND SECTION VIEWS, NOTES AND DATA 2
PETER JEFFERSON PLACE
2
SOLUTIONS-
PETER JEFFERSON PLACE . jB
COIIYCIIbIRIWMOT.Od11 DATE: I21114A6 I SCALE: NOW IMAVftMM OSCMDAM
A
6.2 LF '
INV IN - 458.41"
INV OUT - 458.389'
5 = 0.5%6
INV IN - 459.08'
INV OUT - 458.51'
5 - 3. 1696
02006 CONTECH SmnmwsW Sokdkm
75 LF 15'
INV IN = 456.08'
INV OUT - 454.92'
5- 1.55%
6.2 LF 15'
INV IN - 457.33'
INV OUT = 457.30'
5-0.5%
8'x: 16 RECAST STORMFILTER
STO WMATER
LAYOUT VIEW WITH ELEVATIONS
SOLlJT10N5_ PETER JEFFERSON PLACE
nvjAw DATE: 12/14/06 1 SCALE: NOME FIUENALe8P816•PC- MDAFH64Ml -OIL &;kWN:M2W IOWXKEDIARG
PEAK FLOW 4C
OUTLET PIPE
ELKRIDGE, MO OGG) 740 -3318.
SEE NOTE 4)
INTENT ONLY. LENGTH AND WIDTH OF VAULT WILL VARY DEPENDING ON PIPE DIAMETER AND ORIENTATION. PLEASE CONTACT
WATER QUAUTY
CONFIGURATION WILL BE SHOWN ON PRODUCTION SHOP DRAWING.
3) STRUCTURE AND ACCESS COVERS TO MEET AASHTO H -20 LOAD RATING.
FLOW OUTLET PIPE
SEE NOTE 4)
ORIFICE PLATE
5) CONTRACTOR TO ADJUST WEIR TO DESIGN ELEVATION SPECIFIED IN DATA TABLE BELOW. DO NOT EXCEED 5.0 FT -LB5 TORQUE
WIDTH
SEE NOTE 2)
7
LENGTH
5EE
NOTE 2)
A
1
IF REQUIRED)STEPS -11,
INLET PIPE
SEE NOTE 4)
STORMGATE VAULT - PLAN VIEW rl
24'0 FRAME
AND COVER (STD)
GRADE RING
TYP, --*-, - -'/-
STORMGATE ADJU5TA54 E
WEIR (SEE DETAIL 1/2)
STORMGATE VAULT - SECTION VIEW /A
02006 CONTECH SbnmvsW S&A"
Alk STORMGATE VAULT HIGH FLOW BYPASS
OWMNI
STC)IW 1NATER PLAN AND SECTION VIEWS 1
SOU VONS- PETER JEFFERSON PLACE 46
1
SAM DATE:OR12M 3GOI@NONE FlLF Ww:&vw -8TL NVAK CIKLIO&
510
505
Mo
05
00
05
00
075
070
M5
Mo
05
150
5
o40
AWE:
CONTRACTOR TO PROVIDE ST -1
STEPS /N ALL STRUCTURES W/TH
DEPTH OF 4' OR GREATER
GRAPHIC SCALE
20 0 10 20 40 60
IN FEET )
1 inch = 20 ft
SDP- 05 -050
gaz rn
GENERAL NOTES
1) 5TORMGATL BY CONTECH 5TORMWATER SOLUTIONS: PORTLAND, OR (800) 5484667; SCARBOROUGH, ME (877) 907 -8676;
ELKRIDGE, MO OGG) 740 -3318.
2) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM 0857 AND C858. DETAIL DRAWING REFLECTS DE51GN
INTENT ONLY. LENGTH AND WIDTH OF VAULT WILL VARY DEPENDING ON PIPE DIAMETER AND ORIENTATION. PLEASE CONTACT
CONTECH 5TORMWATEK 50LUTION5 TO DETERMINE VAULT SIZING AND AVAILABIUTY. ACTUAL DIMENSIONS AND
CONFIGURATION WILL BE SHOWN ON PRODUCTION SHOP DRAWING.
3) STRUCTURE AND ACCESS COVERS TO MEET AASHTO H -20 LOAD RATING.
4) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST 5TOKMGATE VAULT
EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS.
5) CONTRACTOR TO ADJUST WEIR TO DESIGN ELEVATION SPECIFIED IN DATA TABLE BELOW. DO NOT EXCEED 5.0 FT -LB5 TORQUE
WHEN TIGHTENING SCREWS ON WEIR FRAME. SEAL WEIR TO FRAME WITH RTV SILICONE SEALANT AFTER FINAL ADJUSTMENT.
5TORMGATE VAULT
DATA
STRUCTURE ID XXX
4' MIN WATER QUALITY FLOW RATE (cS) 0.47
PEAK FLOW RATE Opeak (cis 9.7
VAULT LENGTH 6'B VAULT WIDTH 4•
RIM ELEVATION 465.0V2r
SET SCREWS (TYP) PIPE DATA: I.E. MATERIAL DIAMETER
SEE NOTE 5) INLET PIPE / 458.51' XXX 15'
INLET PIPE 1 WA WA WA
WEIR DETAIL - PLAN VIE
WATER QUALITY 458.41' )00( I s'FLOW OUTLET PIPE
2 457.33' )XX 15OUTLET
ORIFICE TYPE (PIPE, CAP PLATE PLATE
ORIFICE DIAM R In G'
WEIR CREST ELEVATION 459.0'
WEIR FRAME WEIR WALL ELEVATION 459.5'
3' HEAD OVER WEIR, n R ].a
ADJUSTABLE WSE at Opeak 460.0'
WEIR PLATE FLOOR ELEVATION 457.33'
A• (SEE NOTE 5) NOTE515PECIAL REQUIREMENTS:
t
2' -2'
MIN
EMBEDMENT
ANCHORS
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MODIFIED RATIONAL EXTENDED DETENTION MODIFIED RATIONAL EXTENDED DETENTION
SWMIBMP #1 BMPDESIGN2 SWMIBMP #2 BMPDESIGN2
1. PRE - DEVELOPED CDNDI770NS (DRAINAGE 70 BASIN #1)BMP i1 L PRE - DEVELOPED CONDITIONS (DRAINAGE TOBASIN21)
I
D.A. = 5.25AC Volume ofrunofl`'demmed24 hours equal to 2 * Vr, where Vr- volume D.A. = 6.07AC Volume ofiunofl`'detairred 24 hours equal to 2 * Vr, where Vi= volume
Cw= 0.35 ofnmoffgenersted by the mean storm over the contributing onsite Cw= 0.35 ofrunofl`'generated by the mesa storm over the contributing onsite
tc= 18min watershed(oflsite area included ifcmWtis taken)
tc= IS min watershed(oflsite area includediforeditis taken)
100 L.F. @ 1.0% ISmia
600L.F. @ 3.Sfps= 3 min
Volume. Vd = 2 * Vr
Vd = Volume ofrunofl`'detained I2=3.1, Q2= 0.35(3.1)6.07= 6.6cfs
Volume.• Vd = 2 * Vr
Yd = Volume ofruQOfl`'detained
48,246 64,328
I10=43, Q10= 0.35(4.3)6.07= 9.1 cfs
i2=3.1, Q2= 0.35(3.1)5.25= S. 7cfs Vr = 0.5 *Rv *A *3630 Z. POST - DEVELOPED CONDITIONS
Vr = O.S *Rv *A 3630
110=4.3, Q10= 0.35(4.3)5.25= 7.9 cfs D.A.= 6.07AC Rv= O.OSt0.009'*IRv= 0OSf0.009 *I Cw= O.S92. POST - DEVELOPED CONDITIONS
D.A. = S.2SAC I = percent impervious cover ofthe tc= ismin I =percent rmpervirnus cover ofthe
Cw= 0.68 contributing onsite watershed (oflsite I2= 3. 5, Q2= 0.68(3.5)6 07 12.5 cfs
contributing onsiite watershed (offsite
area includedifcrreditis taken)tc= IS area rrrcluded ifcredit is taken)
expressed as a whole number)I10`= 4 7, Q10= 0.68(4.7)6 07 =16.8 cfs expressed ass whhole number)
I2=3.5, Q2= 0.68(3.5)5.25 =12.5 cfs
11&- Q10= 0.68(4.7)5.25 = =16.8 cfs A = area ofcontributing onsite watershed 3. STORAGE VOLUME (10 YEAR)A= area ofcoatribut &g onsite watershed
acres) (offsite area included ifcm t Ipre= (a/(h+tc))=189.2/(22.1 +18)= 4.7 acres ) ( offsite easitear includeincluded ifcredit
3. STORAGE VOLUME (10 YEAR)is taken)qo 10= 6.07(4.7)035 =10 cfs is taken)
Ipre= (a/(b+tc))=189.2/(22.1 +18)- 4 7
qo 10= 5.25(4.7)0.35= 8.6cfs 3630= conversion factor(caA /acm/m)2(O.S907(189.2)[22.1- (1S /4)J 3630= conversion factor (cu ft acre/ur)
Tc= ------------------ _------------- - --- -- 221= 50.6
2(0.68)5.25(189.2)[22.1- (IS /4)J Vr = 0.5 * (0 05 + 0.0109* 68 * 5.25 *3630 4 7 Yr = O.S * (O.OS f 0.009* 59 )* 6.07 *3630
Tc= -------- -----__ __________ 221= 50.0 Vd = 2 * 6308 = 12, 616 cufL Ipost= ((189.2/22.1)-50.6) 2.6
Vd = 2 * 6401 = 12, 802 cu.ft.
4 7
Detention: Qave = Vd/(T *3600)Qopost= 6.07(2.6I.S9= 9.3 cfs Detention: Qave = Vd/(T *361010)
Ipost= ((189.2/22.1) +50.5 2.6
Qo post= 5.25(2.6X).68= 9.3 cfs Qave = average outflowrate for desired V =[9.3(50.6) + (9.3(IS4) - (9.3(IS)/2 (3(10)1S/4J60= 19,392 cu. fT. Qave = average outfllowrate for desired
detention trine (cfs)detention trrtue (cfs)
V =[9.3(50.5) + (9.3(15)14) - (9.3(IS2)- (3(8.6)IS/4J60= 20,282 cu. fT
T = eteatioa time (his)T = etentron time ()iris)
360 conversion factor (seG/hr)36010 conversion facttor(sec./br)
Qave = 12,616 /(24 36010}= 0.15 cfs ave = 12, 802 / X24 *3600 - 0. 15 cfsQ (
Ap = Qave/(0.6 * V[64.4 *Havel)Ap = Qave/(0.6 * V644 *Havel)
Ap = totalperforatron area (sqA)Ap = totalperforadom area (sq ft.)
Have = 05(max head - radius ofoutflowpipe) (A)Have = O. S(maxhead- rsdius ofouttlowpipe) (A)
18 inch outtlowpipe 18 iac& outflowpipe
Ap = 0.15 /(0.6 * V[64.4 * 0.75 I }= 0.036 sgfZ Ap = 0.15 /(0.6 * 1V[644 * 0.5 1 )= 0.044 sq ft.
N =Ap/Ah N =Ap/Ah
N= number ofperforadoas N= number ofperforatrons
Ah = aroma ofeach perforation (sq A)Ah = area ofeach perforation r (sq A)
Perforation Perfonatron
Diameter Ah Diameter Ah
05mch 00014 0Sinch 00014
0.75 inch 00031 0.75 inch 0.0031
L 0inch 00055 L 0inch 0.0055
N= 0.036 / 0.0055 7 1 (inch diameterperforations N= 0.044 / 0.0055 83 1 (inch diameterperformions
evenly spaced up the halfoftheriseropposite the barrel. Perfma oos evenly sawed up the halfofthe the barrel. Perforations
shall begin at the facility Boor elevation andrisershall covered with wire shall begin at the facility Boorelewadon andrisershall covered with wire
mesh orSlterfabric aadgravel cone (4 "-6 "E. C. stone).mesh or filter fabtic andgravel come (4 "-6 "E. C. stone).
SWMIBMP #1
ELEVATION I PLANIMETER 1 AREA A1+A2+sgr(AI *AZ) VOLUME
sq. ft.) (cu ft.)
VOLUMESUM
cu. ft)
445.00 0.90 3,240 0 0
44600 292 10,512 19,588 6,529
44700 I 13,066 35,297 11,766
44800 I 15,897 39,226 26,224
449.00 I 19,006 43,653 43,653
45000 622 20,392 48,246 64,328
F /L= 445.83
F/L =445.67
F /L= 445.50
F/L =445.34
F/L =445.17
F /L= 445.00
PLASTIC SOLUTAANS PYD _ 1RASH ROCK OR EEr U&-
60'/ RCP W/ '0' R /MG JaNTS (F REQUIRED) -
100 YR S'T O ELEV.. = 449. 19
10 YR SMR OBEEY.= 4 69
CREST OIF PAYAWRY SPILLWAY
2 YR S O E7.EY.= 447.95
DETE7VTJUA/ C>DNTTIOIL ORIFICE 6'x2' SLOT
T(TVWF 4607 rFVMEToF/L =46.60
6'0 D/ MWATER/NG STACK W/ GIP.
PROVIDE (6) 1 - 0 MFEP MOLES
F/L= 445.A0446.AD O 2' O /C
EJ°IOXY CWTFD 15 R£ BAR TRASH
GAGE AROUND DEW r£R /MG P/P£.
PRIOWDE 4'x4' OPE7 AWS IN CAGE.
ATTACH 7V RISER.
El". 441.
0
6,529
18,295
32,754
50,182
70,959
10'
COHESAF CLAY CORE
O 95X CWPAC7M
24'/ RCP
SWMIBMP #2
ELEVATION PATER AREA
R) (sq 8) (sq J?)
440.00
441.00
442.00
443.010
444.00
445.00
3.21
I
I
6.34
IZ+sgr(AI a *AZ) I VOLUME I YOLCTMESUM
sq. (cu J?) (cu. ft)
11,556
13,506
15,607
17,861
20,267
22,824
0
37,555
40,593
43,784
47,126
50,621
0
12,518
27,062
43,794
62,835
84,368
0
12,518
27,062
43,784
62,835
84,368
F /L= 438.83 0
F/L =43867 0
O
F/L =43850 0
1
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F /L= 438.34 0
F /L= 438.17 0
F L= 438.00
PLAS770 SOLUTIOWS PYD nKW RACK OR EOU41
ON TOP OF 36 RCP RISER -
ix w sra OZ 442.63
10 YR ZVR,L &E = 441.7.
CREST OF PRYAdW SPILLWAY
2 YR S70RM O ELEV.. = 440.74
6 D/ DEWA MAA9 STACK W/ CAP.
AWWDE (6) 1 *0 WFFP MOLES
F /L= 4MOD -439 00 O 2' O /C-,
O ARN 6 SLOT
YATE7? QUAL?Y p&j - 1MF - O F/L= 439.40'
4.300
K- 4A
BROXY COVE17 15 RE-84R TRASH
GAGE ARW DEWi47LrR/A PIPE.
PRIOWDE 4'x4' OPEN/MGS IN GAGE.
ATTACH 70 R/S R.
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O ON 1
6 EXECUTIVE PARK Dl a STE 300
ATLANTA o GEORGIA 30329
P 404 1 248 1960
F 404 1 248 1 1092
EMAIL hgor@ hgor.com
www.hgor.com
REVISIONS
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TITLE
LANDSCAPE
DEVELOPMENT
PLAN
DATE 08-17-06
JOB NO.04320
DWG FILE 04320LWIXREF
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6 EXECUTIVE PARK DR C STE 300
ATLANTA C GEORGIA 30329
P 404 1 248 1 1960
F 404 1 248 1 1092
EMAIL hgor® hgor.com
www.hgor.com
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TITLE
LANDSCAPE
DEVELOPMENT
PLAN
DATE 09/19/05
JOB NO.04320
DWG FILE 04320LWlXRE
DRAWN BY MW
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CLEAN AND MULCH NOTE5:
C ENERAL PLANT I N6 NOTE5:
I. THE LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL MATERIAL
QUANTITIES SHORN ON THESE DRAHIN65 BEFORE PRICING THE WORK.
2. PROVIDE PLANT MATERIALS TRUE TO SPECIES AND VARIETY COMPLYING WITH
RECOMMENDATIONS OF "AMERICAN STANDARD FOR NURSERY STOCK" BY THE
AMERICAN ASSOCIATION OF NURSERY MEN.
5. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY WARRANTY ALL PLANT
MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF
SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY
MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE WARRANTY PERIOD
A5 DIRECTED BY THE OWNED.
4. ANY PLANT MATERIAL HHICH DIES, TURNS BROWN OR DEFOLIATES 0MIOR TO
DATE OF SUBSTANTIAL COMPLETION OF THE WORK) SHALL BE PROMPTLY
REMOVED FROM THE SITE AND REPLACED HITH MATERIAL OF THE SAME 5PECIES,
QUANTITY, SIZE AND MEETING ALL THE PLANT LIST SPECIFICATIONS.
5. LOCATE AND VERIFY ALL UTILITY LOCATIONS AND EXISTING STRUCTURES IN AND
AROUND THE SITE PRIOR TO WORK. MAINTAIN EXISTING UTILITIES AND STRUCTURES
AND PROTECT AGAINST DAMAGE DURING THE WORK.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO EXISTING
UTILITIES, STRUCTURES, PAVING AND /OR WORK OF OTHER TRADES RESULTING
FROM LANDSCAPE CONSTRUCTION.
I. ALL PLANTS MUST BE HEALTHY, VISOROUS MATERIAL, FRt-E OF DISEASES, INSECTS,
E6&S, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN- SCALD, IN.AJRIES, ABRASIONS
AND /OR DISFI&UREMENT.
6. HATER AND HATER TRANSPORTATION IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
a. ALL PLANTS ARE 5U5.ECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT
AND THE OWNER BEFORE, DURING AND UNTIL DATE OF SUBSTANTIAL COMPLETION
OF THE WORK.
10. ALL PLANTS MUST BE CONTAINER -GROWN (CONT) OR BALLED AND BURLAPPED (B
4 B) AS INDICATED IN THE PLANT LIST
11. ALL TREES MUST BE STRAIGHT TRJNKED, FULL HEADED AND MEET ALL
REQUIREMENTS SPECIFIED.
12. AFTER BEING DU6 AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE
ACCLIMATED FOR THO (2) hEEK5 UNDER A MIST SYSTEM PRIOR TO INSTALLATION.
15. THE LANDSCAPE ARCHITECT HILL APPROVE THE STAKED LOCATION OF ALL
PLANT MATERIAL PRIOR TO INSTALLATION.
14. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED AS
SPECIFIED.
15. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DRAWIN65.
16. THE LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR FULLY MAINTAINING ALL
PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING,
FERTILIZING, MOWING, ETC) OF PLANTING AREAS AND LAWNS UNTIL DATE OF
SUBSTANTIAL COMPLETION.
11. FOR TREE PLANTING REFER TO DETAILS $
D E
16. FOR MULTI -TRUNK TREE PLANTIN& REFER TO DETAILS L
THE CONTRACTOR SHALL CLEAR AND GRUB ALL NEEDS, DEAD TREES, TREES ONE (1) INCH
CALIPER OR LESS AND OTHER SELECT TREES UP TO FOUR (4) INCH CALIPER AS DETERMINED IN
THE FIELD IN THE TREE SAVE AREAS INDICATED ON THE DRAWINGS. A 5 INCH MINIMUM LAYER
OF CYPRESS MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA. THE CONTRACTOR
HILL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO START OF GLEAN AND MULCH WORK. THE
LANDSCAPE ARCHITECT HILL VERIFY SCOPE OF WORK IN FIELD HITH THE CONTRACTOR PRIOR
TO START OF HORK. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND LEGAL
DISPOSAL OF ALL DEBRIS FROM CLEAN -UP OPERATIONS FROM THE SITE.
I a - E_- =T--_ T;_-flI
PLANT I NC SOIL MIX NOTE5:
I. THE LANDSCAPE CONTRACTOR SHALL FURNISH TOPSOIL; TOPSOIL MUST BE APPROVED BY THE
LANDSCAPE ARCHITECT. REFER TO SPECIFICATION SECTION 02900 FOR TOPSOIL REQUIREMENTS.
2. THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANTING SOIL MIX.
5. THE PLANTING SOIL MIX MUST APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY BACKFILLIN&.
4. THE TYPICAL PLANTING SOIL MIX FOR ON-GRADE PLANTINGS (TREES, SHRUBS 4 GROUND COVERS) SHALL
CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAHINOSs
W% TOPSOIL (AS SPECIFIED)
40% PREPARED ADDITIVES ABY VOLUME AS FOLLOWS)=
2 PARTS HUMUS AND /OR PEAT I PART STERILIZED COMPOSTED COH MANURE
I PART SHREDDED PINE BARK( BARK PIECES BEThEEN 1/2 INCH AND 2 INCHES IN LENGTH)
COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT.
LIME AS RECOMMENDED IN SOIL REPORT.
Iu "NO &M1.1110 "
ANNUAL COLOR AND PERENNIAL PLANT I NC NOTE5:
I. EXCAVATE BED TO A DEPTH OF 4 INCHES. REMOVE EXISTING SOIL FROM SITE. BREAK
THROUGH "HARDPAN" AND REMOVE ALL STONE, ROOTS, DEBRIS, ETC.. ROTOTILL EXCAVATED
BED AN ADDITIONAL 6 -6 INCHES IN DEPTH.
2. SLOPE THE BASE OF THE BED TO THE TRENCH EDGE.
5. PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL
AS25C MENTS BY VOLUME. REFER TO SPECIFICATION SECTION 02x00 FOR TOPSOIL
REQUIREMENTS.
40% TOPSO (A5 SPECIFIED)
25% HUMUS
15% CYPRESS MULCH (FINGERNAIL SIZED CHIPS - 1/4 INCH MAX)
5% STERILIZED COMPOSTED COW MANURE
5% SAND (ANGULAR BUILDERS SAND) LIME AT A RATE OF 5 LBS. PER 50 SQ. FEET
ADJUST FOR ALKALINE SOILS)
4. ADD 6 INCHES OF PLANTING SOIL TO EXCAVATE BED 4 ROTOTILL INTO EXISTING SOIL.
5. PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE ENTIRE BED 6 INCHES ABOVE FINISHED
GRADE FOR SEASONAL COLOR AND 4 INCHES FOR PERENNIALS. IF SEASONAL BED FRONTS A
SHRUB OR &ROUND COMER BED, MATCH THAT BED'S HEIGHT 4 CONTINUE POSITIVE SLOPE
TOWARD TRENCH EDGE.
6. ROTOTILL ENTIRE BED TO A DEPTH OF 12 INCHE5t.
1. EVENLY SPREAD FERTILIZER APPROPRIATE TO A VARIETY OF SEA50NAL COLOR AT A
MAXIMUM RATE OF 23 1_55. PER 100 50. FEET AND RAKE INTO TOP 5 INCHES OF SOIL.
6. PLANT SEASONAL COLOR AS SPECIFIED AND AT INDICATED 5PACIN& 5HOHN ON PLANS.
9. EDGE SEASONAL COLOR BED AND MULCH AS SPECIFIED.
10. HATER THOROUGHLY.
County of Albemarle
Conservation Plan Checklist - To be placed on Landscape Plans
Handbook, pp III- 284 - 111 -297 for complete specifications)
1. The followine items shall be shown on the plan:
Trees to be saved;
Limits of clearing (outside dripline of trees to be saved);
Location and type of protective fencing;
Grade changes requiring tree wells or walls;
Proposed trenching or tunneling beyond the limits of clearing.
2. Markings:
All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. Pre- Construction Conference:
Tree preservation and protection measures shall be reviewed with the contractor on site.
ME wwe uriors
4. Equipment Operation and Storaee:
Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5. Soil Erosion and Stormwater Detention Devices:
Such devices shall not adversely affect trees to be saved.
6. Fires:
Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
8. Protective Fencine:
Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9. Tree Wells:
When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree Walls:
When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trenching and Tunneling:
When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. Cleanup:
Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
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OWNER SIGNATURE (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
PR(OP05ED PLANT LIST BUILDING VI
I
6 EXECUTIVE PARK DR, 0 STE 300
ATLANTA 0 GEORGIA 30329
P 404 248 1960
Quantity Botanical Name Common Name Caliper heicilrit Spread Root Comment
I Acer palmaturn 'Sei u'Seiryu Japanese Maple 2.5 -3"8 -9'6 -7'15413 Multi -trunk by G" hi h 3 -5 trunks •u ri ht, uniform branchm
40 Acer rubrum Red Maple 1 .5 -2"8 -9'3-4'5$5 Sin le 5traiciht trunk; dense uniform branchm • matched
12 Acer saccharum'Le ac 'Le4l Sugar Maple 2.5 -3"1 2 -1 4'G -7'B4B Sin le 5traiciht trunk; dense uniform branchm ; matched
2 Car inus betulus'Fasti rata'U ri ht European Hornbeam 2.5 -3"1 2 -1 4'G -7'B$B Sin le strai ht trunk; branchinq be ins above 4'; dense branchin
2 Car mus betulus'Fasti rata'U ri ht European Hornbeam 3 -3.5"14-1 G'G -7'5415 Sin le 5traiclht trunk; branchincl be ins above 5'• dense branchin
5 Ceras canadensis 'Appalachian Red'Appalachian Red Redbud 2 -2.5"8 -9'4 -5'B48 5tandard•5tra ht trunk; branchm be ins at 2'• balanced head
13 Cryptomeria japonica 'Yosh no'Yoshino Cryptomeria 2.5 -3"7 -8'3 -4'B4B Full to round; dense folic e• straight, ticiftly pruned pyramidal form
13 Ilex o aca 'Greenleaf Greenleaf holly 2 -2.5"8 -9'3-4'B415 Full to ground; dense folic e• 5traiLght, ticiftly pruned pyramidal form
12 Ilex x 'Nellie R. Stevens'Nellie R. Stevens (loll 2.5 -3"7 -8'3-4'B4B Full to round dense folic e• 5traiclht, tightly runed pyramidal form
G Lacler5troemia x 'Natchez'Natchez Crape Myrtle
1 .5 -2"
8 - 9'5 -0 545 Multi -trunk 3 -5 trunks • well pruned no strai ht -whi trunks
40 Li uidamber st raaflua Sweet um 1-1 .5"7 -8'3-4'BVB /cont.Sin le 5traicjht trunk; dense uniform branchm • matched
40 briodendron tub ifera Tulip Tree 1 .5 -2"9 -10'3 -4'3 *5 S:n strai ht trunk; dense uniform branchm • matched
I Metase uoia qypto5troboide5 Dawn Redwood 3.5-4"10 -I 2'5 -B4B Full to round; dense branching; 5trai6lht, tightly runed pyramid
40 Pmus virciiniana Vir inia Pine 1 .5 - 2"G - 7'30 - 30"5$5 /cont.Branched to round; dense folic e• ticihtly pruned pyramidal form
3 Platanus x acenfolia 'Yarwood'YarwooJ London Planetree 1-1 .5"7 -8'30 -30 B$B /cont.Sin le 5traiclInt trunk; dense, uniform branchm ; matched
G Prunus x yedoen5i5 Yoshino Cher 1 .5 -2"7 -8'5 -G'B413 Standard•strai ht trunk; branchincl be ms at 2'• balanced head
4 Prunus x yedoen515 Yoshino Cher 2.5 -3"9 -10'7 -8'B$B Standard•strai ht trunk; branchincl he ins at 3'; balanced head
22 Quercus nuttalln Nuttall Oak 3 -3.5"14-19'7$'54B Smile 5traiclht trunk; dense, uniform branchm : matched
I Quercus pheII05 Willow Oak 2.5 -3"1 2 -1 4'G -7 B45 Sm le 5traicilht trunk; dense uniform branchm ; matched
G Quercus phello5 Willow Oak 3 -3.5"14-1 G'7 -8'5$B Smile 5traicift trunk; dense uniform branchm • matched
4 Thu a ocadentalis'Emerald'Emerald Arborvitae 2 - 2.5"G - 7'30 -30"5 *5 Full to round; dense folic e• 5traicift tightly runed pyram form
9 Thu la x'Green Giant'Green Giant Arborvitae 1 1 -1 2'5 -0 B4B Full to ground; dense folic e• 5traicjht, tightly runed pyramidal form
G Ulmus amencana 'Princeton'Princeton Elm 3 -3.5"1 G -18'7 -8'5413 5incile 5traicift trunk; branchincl be ins above G'; dense branchm
20 Ulmus parvifolia 'Emer II'Alee Elm 3 -3.5"1 12-14'G -7 13415 Smile 5traicift trunk; branchincl be ins above 4'• dense branchm
G Buddleia davchi fink Deli ht'Pink Delight Butterfly-bush 30 -30"18-24"5 cla l Dense branchm • well rooted in pot; self 5upportincl stems
45 Buxus micro h Ila 'Winter reen'Wintercireen Boxwood 1 2 -1 5"1 2 -1 5"3 cjal Dense form ood color; well rooted in pot
12 Euon mus alatus'Com actus'Dwarf Burnin4j Bush 18-24"15-15"3 clal Dense branchm • well rooted in pot; self 5upportinq stems
50 Nandina domestica 'Gulf Stream'Gulf Stream Nandina 1 2 -1 5"1 2 -1 5"3 cial Dense form ood color; well rooted in pot
10 Prunus laurocerasus'Zabeliana'Zabel Laurel 1 2 -1 5"15-15"3 61ai Dense form ood color; well rooted in pot
2G 5 iraea x bumalda 'Anthony Waterer Anthony Waterer 5 irea 12-15"12-15"3 gal Dense branchm ; well rooted in ot• self su ortin stems
415 brio e muscan'Bi Blue'Biq Blue brio e 2.25" pot Full in of ood color; dense fol mass
7G Dianthus ratiano olitanus'Firewitch'Firewitch Dianthus galIL Well rooted in pot; dense compact 61rowth
40 Hemerocallis x 'Stella D'oro'Stella D'oro Da y16/I 61al Well rooted in pot; dense compact rowth
13 Miscanthus smen5e'Gracdlimus Nana'Dwarf Maiden Grass 18-24"18 -24"3 cla l Full in pot-, well rooted; dense clum
290 Seasonal Color 4" pot I pint)Full in ot• free of rot 4 disease
9800 Festuca arundinacea Fescue Grass Seed lCertified pure; free of weed seed
48000 Festuca arunciinacea Fescue Grass Sod ICertifieci pure; free of weeds ood color
05 -1
PFROPOSED PLANT LIST BUILDING VII
I
6 EXECUTIVE PARK DR, 0 STE 300
ATLANTA 0 GEORGIA 30329
P 404 248 1960
Quantity Botanical Name Common Name Caliper Heiclht Spread Root Comment
2 Acer almatum'Sei u'Seiryu Japan 5e Maple 2.5 -3"8 -9'G -7'1345 Multi -trunk by G" hi h 3 -5 trunk5);ulpriqht, uniform branchin
14 Acer rubrum'October Glory'October Glory Red Maple 2.5 -3"12-14'G -7 B$B Sin le straight trunk; dense, uniform branchm • matched
12 Acer saccharum'Le ac 'Leclacy Suclar Maple 2.5 -3"1 2 -1 4'G -7 845 Bin le 5traiclht trunk; dense uniform branchm • matched
2 Car mus betulus'Fasti rata'UpriclInt European Hornbeam 2.5 -3"12-14'G -7'15413 Sin le strai ht trunk; branching be ins above 4'; dense branchin
2 Car inus betulus'Fasti rata'U n ht European Hornbeam 3 -3.5"14 -1 G'G -7'B4B Sin le 5trai6iht trunk; branchinci be ins above 5; dense branchm
5 Cerce canadensis'Appalachian Red'Appalachian Red Redbud 2 -2.5"8 -9'4 -5'15413 Standard;stra ht trunk; branchincl be ins at 2'; balanced head
3 Chionanthus vir6linicu5 American Frin etree 2 -2.5"7 -8'3 -4'B4B Multi -trunk 3 -5 trunk-5); dense, uniform branchm
10 Cryptomena japonfca 'Yosh no'Yoshino Cryptomeria 2.5 -3"7 -8'3 -4'B4B Full to round; dense foliage; 5traic3ht. ticiftly pruned pyramidal form
6 Lacler5troemia x 'Natchez'Natchez Crape Myrtle 8 -9'5 -0 5 *5 Multi -trunk 3 -5 trunks • well pruned no strai ht -whi trunks
14 Ma nolia randiflora 'Bracken's Brown Beauty'Bracken's Brown Beauty MaLlnolia 1 .5 -2"7 -8'3 -4'B4B Full to round; dense fora e• strai ht, ticl pruned pyramidal form
I Meta5ecluoia cjlypto5trobo Dawn Redwood G -7"20 -25'9-10'B413 Full to round; dense branchm ; strai ht, tightly runed pyramid
2 Quercus nuttalln Nuttall Oak 3 -3.5"14 -1 G'7 -8'B413 9inClIC strai ht trunk; dense, uniform branchm ; matched
8 Quercus pheII05 Willow Oak 3 -3.5"14 -1 G'7 -8'B*B Sin le straight trunk; dense uniform branching; matched
14 Quercus phello5 Willow Oak 2.5 -3"1 2 -1 4'G -7'B$5 S n le 5traicilht trunk; dense uniform branching; matched
I Quercus rubra Northern Red Oak 3 -3.5"14-1 G'7 -8'5 *5 Sm le strai ht trunk; dense uniform branchm • matched
2 Thu la occidentalis'Emerald'Emerald Arborvitae 2 -2.5"G -7'30 -30"5013 Full to round; dense fola e; strai ht, ticlhtly pruned pyramidal form
G Zelkova serrata 'Musashino'Musashmo Zelkova 3 -3.5"1 G -1 8'7 -8'B45 Sin le strai ht trunk; branchinq be ms above G'• dense branchin
3 Ulmus parmfolia 'Emer II'Allee Elm 3 -3.5"1 2 -1 4'G -7'5 *5 Sin le strai ht trunk; branchinq be ins above 4% dense branchin
38 Buxus micro h lla 'Winter reen'Winter reen Boxwood 12-1 5"1 2-15"3 cia l Dense form; ci color; well rooted in pot
3 Euon mus alatus 'Com actus'Dwarf Burnincl Bush 18 -24"15-18"3 61a l Dense branchm ; well rooted in pot; self 5upportinq stems
I Hydranclea panculata 'Tardiva'Tardiva Pan H Bran ea 12-1 5"15-18"3 cia l Dense branchm ; well rooted in pot; self 5upportinq stems
4G Nandina domestica 'Gulf Stream'Gulf Stream Nandina 1 2 -1 5"1 2 -1 5"3 61a l Dense form ood color; well rooted in pot
42 Prunus laurocerasus'Zabeliana'Zabel Laurel 1 2 -1 5"1 5 -18"3 cia l Dense form; ciocci color; well rooted in pot
7 Rosa x'Knockout'Knockout Rose 15-18"18 -24"3 61a l Full to round; dense branchm ; 5elf-5upportincl sturdy stems
35 S iraea x bumalda 'Anthon y Waterer'Anthony Waterer S area 1 2 -1 5"1 2 -1 5"3 6ia l Dense branchm ; well rooted in pot; self 5upportinq stems
497 Liao e muscari Biq Blue'Bi6j Blue brio e 2.25" pot Full in pot; ood color; dense folic e mass
7 Aster oblonclifolius 'Ra don's Favorite'Ra don's Favorite Aster 3 gal Well rooted in pot; dense compact cirowth
14 Dianthus ratiano olitanus'Firewitch'Firewitch Dianthus I al Well rooted in pot; dense compact clrowth
15 Miscanthus srnensis'Mornin Li ht'MorninLj Liqht Miscanthus 3 gal Full in Eot; well rooted; dense clum
335 Seasonal Color 4" got int Full in pot; free of rot 4 disease
38300 Festuca arundinacea Fescue Grass Seed lCertified pure; free of weed seed
19900 Festuca arundinacea IFe5CUe Grass Sod ICertifiecl Pure; free of weeds ood color
X08 -11 -06
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6 EXECUTIVE PARK DR, 0 STE 300
ATLANTA 0 GEORGIA 30329
P 404 248 1960
F 404I248I1092
EMAIL hgor® hgor.com
www.hgor.com
REVISIONS
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TITLE
LANDSCAPE
DEVELOPMENT
DETAILS
DATE 05 -30 -06
JOB NO.04320
DWG FILE 04320LD3
DRAWN BY STH
CHECKED MGH
SCALE NTS
SHEET
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