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GENERAL NOTES
0 WNER SM CHARL 0 T TES VI L L E L L C
11711 SUNSET HILLS RD,
SUITE 200
RES TON, VA 20190
TAX MAP # 093A5-00-00-0'0100
AREA: 48.65 AC.
ZONING: PRD
ENGINEER: COLLINS ENGINEERING
200 GA RRE T T S TREE T, SUITE K
CHARL 0 T TES VILL E, VA 22902
TELEPHONE: (434)987-1 G31
FAX: (434) 245- 0300
CONTACT- SCOTT COLLINS. P.E.
EMAIL: SCOTT@COLLINS-ENGINEERING. COM
USE., SINGLE-FAMIL Y RESIDENTIAL
SUBDIVISION STREETS: ROADSIDE DI TCH
TOPOGRAPHY JAMES H BELL JR, PC (USGS DATUM)
DATE OF PHOTOGRAPHY - FEBRUAR Y 22, 7 998
DATE OF COMPILATION - MARCH 72, 7 998
ROUDABUSH, GALE & ASSOCIA TES
AS —BUILT CONDITIONS FROM GLENMORE PERIMETER ROAD AS —BUILD ROAD AND UTILITY
PLANS — CARROLL CREEK ROAD AND FARRINGDON ROAD PLANS DATED APRIL 4, 2008,
TOPOGRAPHY VERIFIED WITH FIELD SURVEY ON JUL Y 7, 2014 BY ROUDABUSH, GALE &
A SSO CIA TES.
VEGE TA TION: ROLLING GRASS FIELD WITH EXISTING TREES
UPDATE:
THE SWM PONDS HAVE BEEN VERIFIED WITH FIELD SURVEY ON OCTOBER 25, 2016 BY
ROUDABUSH, GALE & ASSOCIATES AND ARE REFLECTED ON THIS VSMP AS -BUILT PLAN.
CURRENT OWN ER,/D E-.,VE LOPER,
SM CHARLO ESVILLE LLC
11111 SUNSET HILLS ROAD, SUITE 200
RESTON, VA 20190,
ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, 'VA 22902
434.293.371.9
IN
ALBENIAIZLE COUNTY RECORD DRAWING
REQUIREMENTS (AS—BUIIT) FOR VSMP
(DISPOSITION IN ITALICS)
• A SIGNED AND DATED PROFESSIONAL SEAL OF THE PREPARING ENGINEER OR SURVEYOR. (INCLUDED)
• THE NAME AND ADDRESS OF THE FIRM AND INDIVIDUAL PREPARING THE DRAWINGS ON THE TITLE SHEET. (INCLUDED)
• THE CONSTRUCTED LOCATION OF ALL ITEMS ASSOCIATED WITH EACH FACILITY, .AND THE INSPECTION RECORDS TO VERIFY
PROPER DIMENSIONS, MATERIAL'S AND INSTALLATION, THE ITEMS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
1. INSPECTION RECORDS AND PHOTOGRAPHS FOR PIPE TRENCHES AND BEDDING, INCLUDING UNDERDRAINS.
(NOT INCLUDED, TO BE PROVI.'DED BY CONTRACTOR IF REQUIRED)
2. VIDEO PIPE INSPECTION FOR ANY PIPES WHICH ARE NOT ACCESSIBLE OR VIEWABLE.
(NOT INCLUDED, TO BE PROVIDED BY CONTRACTOR IF REQUIRED)
3. UPDATED LOCATION WITH GEO-COORDINATES OF ALL FACILITIES. (INCLUDED)
4. VERIFIED DRAINAGE AREA MAPS FOR THE DRAINAGE AREA TREATED, AND FOR DRAINAGE TO THE FACILITIES.
(NOT INCLUDED, TO BE PROVIDED BY DESIGN ENGINEER IF REQUIRED)
5. CURRENT PHYSICAL AND TOPOGRAPHIC SURVEY FOR ALL EARTHEN STRUCTURES. PONDS SHOULD INCLUDE A SURVEY
OF THE POND BOTTOM. SURVEYS SHOULD VERIFY POND VOLUMES ARE PER DESIGN. CORRECTIONS MAY BE REQUIRED
FOR ALTERATIONS FROM THE DESIGN. (INCLUDED)
6. PLANTS, LOCATION AND -TYPE. (N/A)
7. PLANS AND PROFILES FOR ALL CULVERTS, PIPES, RISERS, WEIRS AND DRAINAGE STRUCTURES - DISPLAY THE
INSTALLED TYPE OF DRAINAGE STRUCTURES, CULVERT/PIPE SIZE, WEIRS, MATERIALS, INLETS OR END TREATMENT(S),
INLET AND OUTLET PROTECTION, ALIGNMENT AND INVERT ELEVATIONS COMPARED TO DESIGN. (INCLUDED)
8. COMPUTATIONS: FOR SIGNIFICANT DEVIATIONS FROM DESIGN, PROVIDE SEALED COMPUTATIONS VERIFYING THAT
THE AS -BUILT CONDITION IS EQUIVALENT OR BETTER THAN DESIGN. (N/A)
9. DITCH LINES - DISPLAY THE CONSTRUCTED LOCATION OF ALL DITCH LINES AND CHANNELS, INCLUDING TYPICAL
SECTIONS AND LININGS. (INCLUIDED)
10. EASEMENTS - SHOW ALL PLAT -DIED EASEMENTS WITH DEAD BOOK REFERENCES LABELED. FACILITIES AND :DRAINAGE
MUST BE WITHIN PLATTED EASEMENTS. PROVIDE COPIES OF RECORDED DOCUMENTS. (INCLUDED)
11. GUARDRAIL, FENCES OR OTHER SAFETY PROVISIONS - DISPLAY THE CONSTRUCTED LOCATION OF ALL SAFETY
PROVISIONS; FENCES, GUARDRAIL, INCLUDING THE TYPE, LENGTH AND APPLIED END TREATMENTS, COMPARED TO
DESIGN. (N/A)
12. MATERIAL LAYERS-BIOFILTER MIEDIA, STONE LAYERS, SAND LAYERS, KEYWAYS AND CORES MUST BE VERIFIED AS TO
MATERIAL TYPES AND DEPTHS. (INCLUDE INSPECTION REPORTS, BORING OR TEST PIT REPORTS AND MATERIALS
CERTIFICATIONS. BIOFILTER MEDIA MUST BE AN APPROVED STATE MIX.
(NOT INCLUDED, TO BE PROVIDED BY CONTRACTOR IF REQUIRED)
13. ACCESS ROADS -SHOW LOCATION OF ACCESS ROADS, SURFACE TREATMENT, DRAINAGE, ETC, AS APPLICABLE. (N/A)
14. COMPACTION REPORTS ARE REWIRED TO VERIFY FILL COMPACTION IN DAMS.
(NOT INCLUDED, TO BE PROVIDED BY CONTRACTOR IF REQUIRED)
15. MANUFACTURERS CERTIFICATIONS FOR PROPRIETARY BMP'S CERTIFYING PROPER INSTALLATION AND FUNCTIONING.
(NOT INCLUDED, TO BE PROVIDED BY CONTRACTOR IF REQUIRED)
SHEET INDEX
SHEET 1 VSMP AS -BUILT COVER SHEET
SHEET 2 -- VSMP AS -BUILT OVERVIEW
SHEET 3AS-BUILT SWM FACILITY #1
SHEET 4 AS -BUILT SWM FACILITY #2
SHEET 5 — AS -BUILT SWM FACILITY #3
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Lic. No.
22841
SS/0NAL E�
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
ENGINEERING
REVISIONS
DATE
November 7, 2016
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THE THREE EXTENDED DETENTION BASINS SHALL BE DESIGNED TO TREA
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THE IMPERVIOUS AREA. MINIMUM. PHOSPHOROUS REI\AOVA,L RA ...... �I 1,
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2 AND 3 ARE'100/0, 25% AND14% RESPECTFULLY. THE FACILI
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DESIGNED FOR A MINIMUM OF A 3o HOUR DRAWDOWN WITH 2x THE WATER QUALITY
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TIONS. -fill to be within 95% Of MOxIM m dry density.:
T-ENTION COMPLIANCE, PLEASE SEE THIS SI
VOLUMES DE dEET AND THE e -al construction not04s for -IS"tormwater Manage
`1 FACI LITY #2;
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-rE THE SOIL AROUND THE SPILLWAYS AR
.PLEASE No E TO BE AT 950/0 COMPACTION
V
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�WITIl AN IMPERVIOUS CORE AND CUT-OFF TRENCH, THE EMERGENCY SPILLWAYS a geotechnical enginee.r, A geotec,hnical engineer is to be pr(�sent during
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AREJ*0 COr4CRETE LIfNJED AND DOWNSTR�AM. OF THE SPILtANAYS ARE TO BE GRASS construction of dams.
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LINED. THE FOREBAY SPILLWAYS SHALL BE CONSTRUCTED OF GABION BASKETS
ipe a watertight wit atekr .....
2. N rid riserjoints are to be hin storrylw
151 SWM ACCESS &
Wrm STONE STONE ON THE UPHILL SIDE OF THE WEIR.
management facilities. MAINTENANCE EASEMENT
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POSSIBLE DURING CONSTRUCTION. permanent storrnwater man -age merit tacilities- conversion is not to take
For temporary sediment traps or basins which are. to be coinverted to
ADDITIONALLY ALL EXISTING BIOFILTERS SHALL REMAIN IN PLACE FOR AS LONG As
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place until the site is stabilized, and
1OUR DR)AWDOWN TIME FOR . .........
ALL L()W-FLOW ORIFICES ARE DESIGNED FOR A 30-1
TIONAL;*DETAILS
perrmssion has been obtained from the County erosion control inspector. i. I I., f; - - I
k'O "ADD,
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I -WO TIMES THE WATER QUALITY VOLUME IN ACCORDANCE'WITH DCR'S VSMH.
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SCALE I" = 60'
0 60
SCALE IN FEET
�TH op
............................. .................... ........................................
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Jimmy L. Taggart
Lic. No.
_P 22841
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BY COLLINS ENGINERING DATED JUNE 2015 ,SEE AS -BUILT STAGE ROUDA1qUSH, GALE & ASSOCIAITS, INC. DATED NOVEMBER 2016
—_ � . I . 1 STORAGE REPORT I - - X-X-" .
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Olater Quality VOILIme Requirements, Routtrj_j�ethod: storage-indica,tion Basin Input Data Inflow Hydrog j�hs I I
. _ -------- - ________
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Pl?,G)P,I)Si�7) E'j1d[-_RGi._._NCY--\ EXTSNUED DETEN,no�i sASHIN #1 REQUIREhIEN'm . . I --- __ _��i --.-.. I
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SPILLWAVY 6'RE3T 1\ 301.88 N141ii'mim Forebay Volme= 0,25 inchen per inlpeoJfous Square acree -2-Year, SKS 2t�-hoijr 5�Qrrrf 7 Cankm Arkl.'a:� -I Inflov.; Flydrograph� � i
' -
_--EXI, -1-IN62' ROP Of- DA,Ad I I . I
EL c VA .0 Otil= -;,,'�,� 4'."', '% i � . inflow ("Is') -,ko,202-��t 1_1.9-,(hrs� E':e!Vatior*s. Area(sf) C,,,:pvt,edV,A(cy) Hydrogr'-aph o
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I . � - _r_ Forebay Depth to range firorn 4'-6' , ifzf I , 1, .. . I I .
)i � i , . i "I., disc -1tiryoxrf;, .()-gat 1,.?.,o.1.0hr0', , 2g2.0 ;O 0.1) I
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299.80 1 ,,, t, V=-Z "C'.Z.7,7 - 9 f - . � sc�
. i U " � ? "', oo 1. 7100 I I
it 5j 9
lrr.,Pervious Area= 518'94 sf waW leilei (It) 3-D-42.1-at V-0 ffil 3. 7 Tlafllt�; SCS 5'1:01M
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1.) .1 ... �. 2-Year 24-hQUI- I
_ -,V.,D - [_4,r___f!�-.,, �,jj_,jp $ . I
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. �? 0 ., , ", ; '. , `�,-J'Zaj c f M � 2"r 2b 1, :10,�) . j .
.i N'linifinn Forebay Volume= L st'or ge Ocvi 2 40, 31 4 Areia (acres' � -440
", M I .96 ... 5 ,W 2�5,6 . I
/, OU TFA i- L Gr [V/%1r"_, I __ — 0 4 I C 1\1 77,800 1
Minirnum yv'ater Quality Vdlunie= 0,5 inches per irnperAous -square ac,re t, 'e srf- L -.187.Oo ",2
, - � I I , - . Type 2 .
�- , , _ ear'.. _;:?.4-rju1:r 5wmll 29a.00 a Q .
'CONCRETE �-, .
" i N tviiinlrnum WaLer Ouality volume= :
: : -po,m) 2()57,(30 20).9 :
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/yi I i / , 2_"2-,16 ,� f in flow (ds) ;?.{).Q00at 1..,<)�,(hr�;). . . rainfall, P (in) '3"foo �
,ky?j-Tk- ': k \
� \ -1 1-11fim Water Quality VC46nie , : -2.0 - ),3,6 . I
/W/A "Ill 50h, �, ,,1" C 2A �- i �i r �' �1:
I Z f e (d ) '19-6S4��f `1,9501t'�` 30 10 1.00 39 time of conc, (hrs, (j. -,Y5 o
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ELEV= I I 'Ir I - 1�, ,wweer i-vel ift) 3-,�'0,6,�)Iat ,_la_qs(hr�` 1:1-11E, 1f1Cr,LNM1r.t (hrs) o,,-)2-,Lo
ANR V0"",M," \, Li-Vation Correspondiriq to 2x V'V0V= 29835B� ft
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'V N . ". \. � , ,>ta?,�K,e hl-y) 26-�,475 .... Elevation(ft) 2�)2,010 V01."Cy) 0,00 tirne lirnit (r),S) p,wo
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302.49 7','� � , : � - 4 .
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300.54--- __ _ I I \ udge 1�artor 11100 I
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i 11 E Y, te. n d e d Dcatc-mtion Basin #1 :hoo-(-ear, f,C-,, -'zi-hour Stotrn 5 ouz-fet S;1*rud_-UrLn ruut��d i rue
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1 Outlet,
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11 " . _1 5) .0 re u Outlet structur 3 Deal< flo"", M5, 1Q. 2 11
11 \11 Area of , , Total, Arel�� of . : ,49.8_: -)t - 1) /' e . ; ) - 9 �
I pfe,-�rat' voilunne Volume fl,ftl
. I 65,d)af,qP_ I - .1 oriffice, .
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r larne: 30-hK Dra,vdown Orifice name; Barrel
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_'�__ I R(I 1P .ell . I il . �c f) I I � .) �, volume f,cy) _1195.9�jo .
�, � stoflq(.�kl,i -8 - area (�h o.00,co tywitiple -1: 65.78 LF I .
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TRA94 RACK5 SHAAL/ BE ------- -31'If", jl--'--3' "C""' 00.54 ' j Contours (sp 0,0flioUrs (V)
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/PiSrALLED OP! ALL " , .1 I :�, .. ... ............... ..... .. . ................. ..... ....... . I. - _ - ___---- _ ___ ___ _ ............ . .... .... . .. .. ... . ........... ....... . . .... ............................ . ... . .......... .......................... dia. depth (if") 1.000 d:��Charqe ou!.Ofr,k�r Hydrograph i
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,� \ 1�� 1)� 1*,� 11 ` i, 04 .10% I I
.-, I - ''. - -v--1,U-. (111) 0'000 D lk in) 03,U scs �
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:: ___ ��,' 0 0 2,94 I 2 7 . 11
. .1. \1 2 9 8.71 A'I,A'V� - ,& 01VA,_` OP' ZOXFLM�y "�' , 291.67e 11 "i") `60' 291.67 � I �
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.: �'Iljs'. �.,w,.5 M111*'_11 Ifft) ngth 00 00 '. "., Area (acre�;) 5,440
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1, = - . � IM9 293 � . . 11 .1 I . .
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PERI"l-04 /'E,_',_� P1PEr,_. stl:_L7 _1/ \ [__1________-. INV I'll"'!= "_--t - . '0 _10� a. a e � c - vw r s .
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0 - __�1'�1__f___-_______-_ -,------* ,7,--_�q' 291.67 . a r e a (:� s fj o.-v Outiat �,tructuri�; i, fudge factor 1.00
__ -..-.--., Existing FaCility VOILIMCDS As —Built Stage —Storage Report
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Di.-'1AIL ON MEX'jr �->PJEET'. L ....... .. � ...... . .......... ; 111V V 0(1')T-1_-__ 289. 00' d;�w,ne`�er or d-P)th fin) 6.(joo cur,le I I (outed true .
I : ' ' ' : 'lo1w (rW I �
, -rotall Afea of ;,N; rd t h fo r Q C"C. 0; r 0 0,000 n1ame; M6 Varee.y, peakf I r 20-053
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: alm, . I p.er* drne (hrs) 1 1
1: :diilp . -1,938 . �
I 13jasio contour5, volunle (0) coe.ffidtent o.600 298.71 ' I I
- - I (fti, 't 11 11- . ,v.,.L _1j_ '40113r'rfe (cY) 2344-i31
RISE, r"00 ]j/V6,'/ j I
R " irlveft-( ,-- ��-r;-("` 300.54
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-�. � , 0 � ______________ ________ 5)0�1.4)1 5 � I Area(SF)
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.. 1347.964
f 00 1!�Cllvr? I Z_", � ! 11�1 ,n;� a. 294.000 299.374 1
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4f� 296.000 1376.243 . 7 58.1 6 7
FOREBAY VOLUME REQUIRED PER DESIGN=1,121 CF I�We r if .
in
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I / .� go-��', .1 -Z 1� POND VOLUME REQUIRED PER DESIGN=4,491 CF .
I, 4*�11 -S
I / 0 1�1 - I 5 -, ., � 6-flo of conc. 0,11-5) 0.1i,'100;
FOREBAY VOLUME PROVIDED PER AS-BUILT=5,559 CF k, V 5. C!, _. = -- .- 3 0" 0. 6 ,,.�,, coefficiena -.3,301) 1 : - I .
/ U'rne increment, (hr.,$) 298.000 3411.331 1305.906
co
$ .. . 0.0210
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- - - -
- - ." 1� I—' lk,'�, "'1711,POND VOLUME PROVIDED PER AS-BUILT=12,273 CF inve,, (fi 299.80
0111 -'? -�-_"'� , : '[,its)
1 1 -Z EAR . -, I Urne hinit t. 30-04�11>
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. I/ i I u b, f 311 �? I . . 1 .
f I .. � - I I actor :I,00
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1 I / Hv �3, "'::_1 4:::-3(110. 42' N01 E- Proposed beility volum.es are greater . discha-lip throughc1am twqeti 300.000 6935.154 . 1 2259.194
mzff C10.1111,01111iflo . than � routed true
%6MY Thios
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'PORN.811y existing volurnes, NO FILL . I
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Mjj�" ?'r"j?'_r'y? QU,e'jLjy'y V0Lj1,jjS'_--_1. I I I I—— 10, JyjMV, -AZA71 'REIV67y, AY, TIYA, A"LVA, 01P peak fiovv (Crs' 19�qzjo
vozv�lffv /,?1�'q'/)- 1" lwsofl , ,,, ! I . '11, , I ., 302.000 12613.653 3459.961
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ANIffAlff!'", 011V (*1/71 157MI, 01i, TIM, . peak timer (hrl;) .1
&' )Mi'QU11?,9W (Z,v1r6jV) 4,401cf I IS PROP'OS'ED VflPHIN'THE FLOODPLANN 1/' .711-1. I MIR ,!,jj.y�8 I �
YVIA'A 11O.R.1.11" lir P0,110"AfAl I I ; I , . - .
H,il N`.-;'0.,N--- --',, I f"'wizirr U// 6%0P_r"5, ON 2-11-P fl/1Wm',10,&
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- ;,V�v-w�ih' qv?uury. voul,2111z", ! I i I ivolume (ril) 4 6 69 - 79 7 1 . I
PIROVIDEV 1,6111�10f - �'\ 1*0P Of'* 1F",*_W? YJAY Wihl 11 304.000 20939.699 1 4906.921
I ! I I I 011, Pff-1111.111-111611MIr & 2.1 611LOP-L5.111BOY-11
I Ni/1?W_ I �'ISPJVG TOP OF D/Uld aASIN TOP OF DAA41 I
1-',(?()yf1)P,!a= 10�6,�-,Ycl I ' �CA
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60 r%
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. fN110 AW1SY7YVV OROUYVI), I
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I / , - "--.- ' EA. R � .
� ... . 100 ��
11 k" i - -V=7 ,_-_6±�6_6301.88;ivi�,r_)7-,w= 'O' AT AN
\ I 1 1 " - INI , / L," . " F , , , D-EVA )'/0NL=- 300. LOO � . . .
. . . ........ 1 " 1,WOE FOI,_�EBA Y - i 1 1 YRASHR,16-K , 1 , '� ;�G* 1, ,,,, S. E = 3 /0 0. 9 (5, , \
To"D 6�"_ , I / 20", V411111'..' C&111C� V/1._'./1? ELEVARON= 4c�,'�. - 2--YEAR STORU EVENT
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I \ DAM' ELE11= !_)i_i&61t9 -11FALL C',-'/A/V,Nj /_10 YEAR i
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I \ : . . I I C I I . ,,, DOES NOT CRE,c.,'T ME
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301.46 1 �. ,-:-:: !." , 1�1" 7 / L_ I % - I.., -
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Area(SF)
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4944.545
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DATE
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