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GENERAL NOTES:
AMENDMENT#4
BELVEDERE PHASE IS VSMP
(WP0201600071)
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rRASE m
PROJECT
LOCATION
RIO MAGISTERIAL DISTRICT
I DUNLORA
DEVELOPER: NEW BELVEDERE, INC f SUBD[VISI
fi10 WEST RIO ROAD -!
CHARLOTTESVILLE, VA 22901 SCALE: 1" = 1000'
OWNER: TMP966,PG3700-00100 TMP96,PG3-00-16000 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP
DB 4966, PG 372 DB 4966, PG 361
BELVEDERE LAND HOLDING LLC NEW BELVEDERE INC
610 WEST RIO ROAD 610 WEST RIO ROAD
CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22901
TMP 06200-00-00-002AI
DB 4966, PG 372 #
NEW BELVEDERE INC f :: ;:; ;. ZONING LINE (TYP.) v
610 WEST RIO ROAD %3'.3^=XIaa''..s:;
13
CHARLOTTESVILLE, VA 22901 I `;::;; .,;. BLOCK LINE (TYP.) r PARCEIA
.o}! '� .. FUTURE PHASE IVA- .
ENGINEER: COLLINS ENGINEERING
CORNELIUSALLEY
200 GARRETT STREET, SUITE K 4 1®L43fEf ffi .: RR14
CHARLOTTESVILLE, VA 22902
CONTACT: SCOTT COLLINS, PE
$34.293.3719 mt y I .n a>u ,ofa s cnr;m or s
I. I i. .0rea u, il; PARCELS ':;;.f,:.•.
TAX PARCEL #: 06100 00 00 i6D00 062A3 00-00 00100 & 06200-D0 00-002A1 - -w i II"
- VSMP AMENDMENT #4 NARRATIVE
:>
TOTAL ACREAGE, 06100-00-00-16000 PORTION : 4.76 AC. -�
062A3-00-00-00100(PORT[ON}: 2.29AC. __ _____---_ THE PURPOSE OF THIS AMENDMENT IS TO SHOW THAT THE PRIVATE STORM PIPES FOR LOTS
06200-00.00-002A1 (PORTION: 1.00 AC. r # '-`
3. THE REAR
TOTAL: 8.05 AC. -- -- I _ .: f * - _---------- OF THE 4 ARE NO LONGER DRAINING THE FIRE
THE D DRY
BASIN AS SHOWN ON SHEET SHEET OF THIS VSMP
_ OF THESE LOTS NOW DRAIN TO THE FIRE ROAD DRY POND
` AMENDMENT WP02020-00034 . PER CONVERSATION WITH COUNTY ENGINEER 6
ZONING: NMD PER ZMA# 2004-07 W/ BELVEDERE COD APPROVAL ON JANUARY 5, 2010 (ACCOMPANIED BYALL _____ _______ _----- LBS/YR OF NUTRIENT CREDITS WILL BE USED TO OFFSET THE PHOSPHOROUS REMOVAL THAT WOULD
APPROVED VARIATION REQUESTS, WITH THE LAST VARIATION APPROVAL VARIATION #55, DATED HAVE BEEN GENERATED FROM THE DRAINAGE GOING TO THE RETENTION POND.
11-o7-zola). dam`' t A✓ I .f�, I' �I
PROPERTY LINE (TYP.)
, ic.r .�
NOTE: THIS FINAL ROAD PLAN INCLUDES PORTIONS OF BLOCKS 4 AND 7 FROM THE :' I 1 ' 1: 1'I, PARaLC -
I a hnPoreuoo i� PuservA FUTURE BELVEDERE90ULEVARD
APPROVED REZONING PLAN. ANY REMAINING PORTIONS SHALL BE PLATTED WITH PHASE IIC. i' _ I' I ..%:; e_: luLR.srau ti; n ,nletiH i ! :4 __ _f1 - ...
PROPOSED USE: 32 SINGLE FAMILY DETACHED LOTS AND CARRIAGE UNITS
DEVELOPMENT DENSITY: PER APPROVED REZONING CODE OF DEVELOPMENT
BLOCK REMAINING ALLOWABLE LOTS PROPOSED LOTS ALLOWABLE CARRIAGE UNITS
4 20 20 13-17 UNITS
7 7 7 0-12 UNITS
9 5 S 0 UNITS
32 LOTS 32 LOTS 13-29 UNITS
PARKING: FOR BLOCKS 4 & 7 - PARKING ON LOTS AVAILABLE IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED VIA
ALLEYS. DRIVEWAYS FROM FARROW DRIVE SHALL BE PROVIDED FOR THE LOTS WITHIN BLOCK 9.
ON -STREET PARKING IS AVAILABLE AS SHOWN ON THIS SHEET.
SOURCE OF BOUNDARY SURVEY:
ROUDABUSH, GALE &ASSOCIATES 2016
ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC
SOURCE OF TOPOGRAPHY:
VIRGINIA RESOURCE MAPPING
AERIAL SURVEY DATED JANUARY 2016
DATUM: ELEVATIONS BASED ON NAD'83.
FLOODPLAIN INFORMATION:
THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE
RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005.
STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PROJECT AREA
WATERSHED: SOUTH FORK RIVANNA RIVER WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY
PROTECTION AREA.
EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER
STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS IN ACCORDANCE WITH THE CODE OF
DEVELOPMENT AND COUNTY REQUIREMENTS. STREET TREES SHALL BE A MINIMUM OF 2-1/2
CALIPER.
ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE WEST VIA PUBLIC ROADS AND PRIVATE
ALLEYWAYS, INCLUDING BELVEDERE DRIVE AND FARROW DRIVE. CURB AND GUTTER AND STORM SEWER SYSTEMS WILL
CONVEY DRAINAGE WITHIN THIS DEVELOPMENT. ALL PROPOSED ROADS SHALL BE PUBLIC.
PHASING: THIS PROJECT SHALL BE CONSTRUCTED IN (2) PHASES
BUILDING SITES: LOTS 197 TO 228 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE
COUNTY ZONING ORDINANCE. IN ADDITION, THE RESIDUE OF PARCELS TMP 62A3-1, 62-2AI, & 61-160 ALL
CONTAIN A BUILDING SITE WHICH COMPLIES WITH THE ALBEMARLE COUNTY ZONING ORDINANCE AND BELVEDERE
CODE OF DEVELOPMENT.
CONSERVATION PLAN: A CONSERVATION PLAN SHALL BE REQUIRED WITH FINAL ROAD PLANS.
CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE.
IMPERVIOUS AREAS:
ROADS & ALLEYS:
3.06 AC.
SIDEWALKS:
0.54 AC.
LOT BUILDABLE AREA:
3.23 AC.
TOTAL
6.83 AC,
ACREAGES:
LOTS: 4.51 AC.
R/W: 2.99 AC.
OPEN SPACE: 0.49 AC.
NOTES:
1. A 6' MAINTENANCE EASEMENT SHALL BE REQUIRED ON ALL PROPERTIES ADJACENT TO PROPERTIES WITH SIDE
YARD SETBACKS LESS THAN W-114. THESE EASEMENTS SHALL BE SHOWN ON THE FINAL SUBDIVISION PLAT,
2, THERE ARE MANAGED STEEP SLOPES ON THIS PORTION OF THE BELVEDERE PROPERTY, AS SHOWN ON THE PLANS.
3. TRASH SHALL BE ACCOMMODATED WITH INDIVIDUAL TRASH CONTAINERS FOR EACH LOT.
GREEN SPACE/ OPEN SPACE PROPOSED:
CONSERVATION AREA(AC) PRESERVATION AREA(AC) OPEN SPACE(AC) TOTAL GREEN SPACE (AC)
BLOCK 4: 0 0 0.22 0,22
BLOCK 7: 0 0 0.00 0.00
BLOCK 9: 0 0.22 0.05 0.27
TOTAL 0.0 0.22 0.27 0.49
NOTE: ALL OPEN SPACE TO BE OWNED AND MAINTAINED BY THE BELVEDERE HOMEOWNERS ASSOCIATION.
r--I EXISTING CULVERT
CULVERT
Q DROP INLET ,4 STRUCTURE NO.
CURB
CURB h GUTTER
- PROPOSED PAVEV£NT '
EC-3A DITCH
DEPTH OF EC-3A DITCH 200-
s
EC-2 DITCH 240.55
DEPTH CE £C-2 DITCH �-
SHEET LAYOUT
SCALE: 1" = 100'
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
CLEARING LIMITS
MOT STANDARD STOP SIGN
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVA7h7N
T/B DENOTES TOP OF BOX
7BC DEN07ES TOPfBACK OF CURB
APPROVED
by the Albemarle County
Community Development Department
Date 02/07/2023
File WP0201600071 Amendment #4
Pr@peca Wme: YSM'RMlendi@eM A@Narrffi Me
��: 276/2IX23
mayu wSpetlRr@.Nnsu,c 2013 Draft Rds&specs
Site Information
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NOTE: AFFIDAVIT OF PHOSPHOROUS OFFSET SALE =JAL DATED 2/3/23) RECEIVED BY ALBEMARLE; 2/3/2023.
QSHEET NUMBERING KEY
4 INDICA,ES ORIGINAL
PLAN SHEET N0.
At
VINDICATES
AMENDMENT NO.
NDICATES AMENDMENT
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DATE:
07-1-2022
SCALE:
AS SHOWN
FILE:
WPO-2016-00071
RGA#:
8438
SHEET: A I *4 OF 3
HArMSON CONCRETE—
Anan- voR rE,Y TI?ASqPACK
36" RCP MULT STAGE RISER. FOUR
S 04" LOW -FLOW ORIFICE'S AT ELEV.
t STEEL WEIR PLATE TO B 411,0', tf .306`kr0-FLOW
FASTENED OVER THE 24" ORIEJCE5 AT ELL'✓.=4740' &RISER
OUTLET OPENING, TOP ELEV.. AT'4T5.5'
COVERING V-3/16" OF THE
OUTLET OPENING. SEAL /
OPENINGS AROUND THE J1/
PLATE WITH MORTAR TO
CREATE A WATER -TIGHT TRASH RACKS SHALL t�--'"''
PLATE OVER THE OPENING, INSTALLED ON ALL
INSTALL STEPS IN EX. RISER RIFICES IN ,ACCORDANCE
STRUCTURE IF THE STEPS w/ THE APPROVED
HAVE NOT PREVIOUSLY OETAKS, OR EQUIVALENT
BEEN INSTALLED. ry r
BOTTOM ELEV,=4p5.32
RISER
1WSLR
SP a._;•LSY CRETT TOP OF DAM
ELEfi-OA:= 416.25 ELEV!= 418.0 ----.._.
�;;�^ tDT 75
�SLr L RI��`I _
5+ WiDE WEiR Lin 70
OUTFALL CHANNEL W/-------
--- 3- 1 SIDE SL OPES aT'tr
w v Lay rw
0' AQUATIC BENCH
SEE BELVEDERE PHASE 2A ROAD PLANS
COEFF = a (SUB2012-0152 AND SUB2018-0106)FOR
THE AQUATIC PLANTINGS IN THE POND
24" CL. /if RCP BARREL 33
WIN MUR PLATE, SEE DETAIL THIS SHEET
/ 700 LE = 50
1NV- --�/--,I !N= 404.Q4.50
�mru air= 404.07I'
OUTLET PIPE _ In � _RT..E R-11 ' .11P
24" RCP `
0,82E INV. EL.=404.50 -�- - (.NUT --To x-L`A.rT •• r;'
2 YEAR-- �
WSE.
WEIR PLATE DETAIL 414.34
N.TS, !it vEAR
416.34
r vN.,ON---�
ANTI 104?iEX
I`? bV_-ay.00 TR 1 IRAf.I„ r
t --5' I'XIDE FOR'EBA Y FOP
OF D,aM ELEV.= 41U ®r
*.
- v l
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-�----- - - - - - - - - - --
I''_ hl.it. S.rr.= PONDING
1.00 DEPTH
BarraM of
F '
FOREBAY ELF_V. ,r
4 GRlFICE GOEF= 0.6 h �f fpw
.,;AGF PIS,_.,. r
r • r -
=r -
BARR:WIDE FOREBAY DAM & 6.0EWI E FOREBA'F DTM
F
r r •' � .E DEF - 411.as .�,D r rr,M F.' 3
iz
L U' DOF 4O ( O
SPi LWAY SHALL BE CONSTR CTE �w��
5oxr'-r 1 lr'• I r O!dl; ES AT tLE/ t. 4.0 GABION BA5K.ET5 WITH VDOT # t:OAR�E
RETEf! lVN C &AGGREGATE,GEOTEXTILEFILTERFABRIC BAS'1N TOP ELEV. AT 44.SOUNDERLAYMENT SHALL BE INSTALLED. 405. 00 4.00E
WEIR CREST ELEV.= 409.00'
�RIETE_NTIOtV �'I, I_N
(NOT TO SCALE)
TRACTOR SHALL PLUG ONE OF
FOUR EXISTING MID -FLOW
0 6" OW
L
ICES INVERT ELEVATIONS (OF
00) AND INSTALL A STEEL WEIR
'E COVERING THE TOP V-3/16" C
EXISTING 24" BARREL'S
_Er -SEE DETAIL, THIS SHEET
10' WDE TOP OF DAM
ELEV= 4t8-0
,WEIR ELEV.= 416,25'
L. I RIPRAPu -3
WLIN
OUTFALL CHANNEL W/
3:1 SIDE SLOPFS
I U
MAX. EMBANKMENT
N I: =) 4' (418-404)
R, T - 10' AQUATIC BENCH
MIm 8' W(OE O TOR & i3'
REEF' IMPERVIOUS CURE &
CUTOFF TRENCH WITH
R 1 li
SIDE SLOPES SF E .-E DETAIL ON
SHEET 11 OF THE FINAL SITE.
PLANS FOR ADDIPONAL
Approved WPO 201200096 Approved WPO 201600071
Post -Development Drainage Proposed Post -Development
Proposed Post -Development
Area 1A Drainage Area 1A
Drainage Area 1A
Area, ac.
CN
'Area, ac. CN Area, ac. CN _
I mpervio us Areas
8.92
98
9AS
98
9.52
98
Impervious Grass (Factor ofSafety)
0.76
98
0.50
98
0.17
98
Grass/Lawns
8.76
61
9,26
61
9.59
61
Total = 1&44 80.4 18.94 79.9 19.28 79.6
* Values based on Approved WPO 201200096, sheet 5
Approved WPO, 201200096 Approved WPO 201600071 Proposed Post -Development
Post- DevelopmentDrainage ProposedPost- Development Drainage Area IA
2 year flow, cis
1 3.92 3.75 3.82
10 year flow, cfs
1 22.79 22.68 22.58
1' of Freeboard in 100yr. Storm
I YES YES YES
TO OFFSETTHE MINOR INCREASE IN RUNOFF BEING SENT TO THE APPROVED RETENTION BASIN, THE
CONTRACTOR SHALL SEAL ONE OFTHE FOUR 016" MID -FLOW ORIFICES WATERTIGHT, ARMOR THE
EMERGENCY SPILLWAY WITH VDOT CL. I RIPRAP AND INSTALLA STEEL WEIR PLATE ON THE BARREL'S
OUTLET. SEE' PROPOSED MODIFICATIONS TO THE RETENTION BASIN' DETAIL ON THIS 5 ET.
STORMWATER MANAGEMENT NARRATIVE:
OVERVIEW:
THE PROPOSED BELVEDERE PHASE IIB AND THE FUTURE LOTS SOUTH OF FOWLER STREET WERE ENVISIONED
E DESIGN & APPROVAL OF BELVEDERE PHASE IIA WPO 2012oo0 6 . THE PHASE 11 DURING THE AAPPROVED TYPE III
( 9)
RETENTION BASIN IS DESIGNED TO PROVIDE WATER QUALITY AND QUANTITY TREATMENT FOR ALL OF PHASE IIB
AND THE FUTURE LOTS (PROPOSED UNDER A SEPARATE PLAN).
WATER QUALITY/ QUANTITY SUMMARY:
THE FACILITY WAS DESIGNED & APPROVED FOR ALL OF PHASE IIB's ROAD/ALLEY NETWORK AND THE FUTURE
F FOWLER STREET UNDER SEPARATE REVIEW). THE PROPOSED PHASE IIB ROAD
LOTS SOUTH O ( ) AD NETWORK IS
RELATIVELYTHE SAME WITH ONLY MINOR SHIFTS. THE FACILITY WAS ALSO DESIGNED FOR 4o FUTURE LOTS.
INCLUDES 2 LOTS AND THE FUTURE LOTS SOUTH OF FOWLER STREET NOW TO PHASE IIB IN TAL 22 LOTS. THE
S
RESULT IS A SLIGHT OVERAGE IN LOT IMPERVIOUS AREA FOR 7 FUTURE ATTACHED TOWNHOUSE UNITS,
ROUGHLY EQUIVALENT TO i2r200 sf. HOWEVER THE FACILITY WAS OVER -DESIGNED BECAUSE THE APPROVED
IMPERVIOUS COVER COMPUTATION ACCOUNTED FOR 33,162 sf OF'IMPERVIOUS' GRASS. THE GRASS'IMPERVIOUS'
COVER IS A SAFETY FACTOR THAT IS NOT INDUSTRY STANDARD OR REQUIRED. A5 A RESULT, THE PROPOSED
PHASE IIB & FUTURE 22 LOTS WITHIN THE APPROVED FACILITY's WATERSHED REMAINS BELOW THE APPROVED
IMPERVIOUS AREA REQUIREMENT AND IS STILL COMPLIANT. I LA I
14,70o s 21,g i s (33,1 2 11,200) I VIOUS AREA IT T CRF[�(1 N
T T W T F F W R THEREFORE NO FURTHER DESIGN
REQUIREMENTS ARE NEEDED FOR THIS SUBAREA'S WATER QUALITY AND QUANTITY ANALYSIS. THE END RESULT
IS THIS DEVELOPMENT, AND THE FUTURE DEVELOPMENT OF 22 LOTS SOUTH OF FOWLER STREET, 10
REMAIN IN COMPLIANCE WITH THE APPROVED SWM DESIGN.
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SCENARIO:
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-494
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POST -DEVELOPMENT
SCENARIO:
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484-APPROVED SWM FACIL17Y'SFINAL
SUBAREA WCLUDESlPHASESJU 68 THE
t FUTURFLOTS SOUTH OF FOWLER STREET -
L &THE FUTURE LOTSNORTH'OF FOWLER'
} SHE ET.SEETHESWMNARRATIVE ONTHIS-
'.SHEETFOR 'BIT IONALJNFORMATION
CONTRACTOR SHALLI- l li
A STEEL WEIR PLATE
r
COVERING THE TOP V-3/16"
OF THE EXISTING 24•
BARREL'S OUTLET \ 50' RIPRAP SPILLWAY
W/ 3:1 SIDE SLOPES.
l MAINTAIN RIPRAP CHANNEL
TO OUTFALL
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CONTRACTORS LLPLUG �
h i I ONE OF:THE
I I EXISTING B6" MID -FLOW
I ' IXiIFICES (INVERT
i - ELEVATIONS OF 414.00) 1 4
I
SEE BELVEDERE PHASE 2A RO
PLANS (SUB2012•B162
I I U02018-0106J FOR THE AQUATI
----------------
- - CONTMCTORSHALLENSURETHE,
L EMERGENCY SPILLWAY IS CONSMU=ED TO:
THE DIMENSIONS SPECIFIED ON THIS PLAN'
- (50' BOTTOM WIDTH WITH 3:1 SIDE SLOPES
_ 9 A CREST ELEV.=416.25'). CONTRACTOR
SHALL ALSO ARMOR THE SPILLWAY WITH
' VDOT CL. I RIPRAP, WHILE MAINTAINING A'
EXISTING RFTAINING WALLS AND CREST ELEV. OF 416.25'. SEE DETAIL, THIS
FENCING ALONG THE WALLS PER a SHEET
APPROVED WPO-2012-00096 AND
APPROV 5v'
'HIS VSMP PLAN AMENDMENT #3 ACCOL
OR THE NEWLY ADDED 10 TOWNHOUSE
OTS WORTH nF Pr1Wi FR STREET
-- *•- -I- t e FJt YA77L19= 47lf
245-254 WERE NOT CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS. THE BACKS OF a OTS UNDER
1 SAP THE TOWNHOUSES AND YARDS ARE NO LONGER DRAINING TO THE RETENTION BASIN AS SHOWN ON sEPAR EREVIEW i ' J 100'OF
484 eZ jy _ ...
1" 4 51 -1-; SHEET 3 OF VSMP AMENDMENT #3 OF BELVEDERE PHASE IIB (WP0201600071). \ DURINGTH
-v48 ,+ too
THE
STORM
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Lawns �,< 1 _ , �,. t... .,. �':a^'', *. OPSry'saAcs_aa , �. Lary , ,. -?<: , ,
� :tl � I (Lc:.ae ',':. CONSTRUCTION :�: .;. ., '" e 5u. r I i \ �- 'k � \ '+. .-'- t _ _ ___ _____ -_-�.
_'_-'-:' �- r%'t � •. I -_ A: e _ �L f" In.ppi1 i^'C-Tse 1 '1T: 1.i ,� i 1 � i I yy . 'R"'' \
2 i i 50'
v - 4
1•
y *,
.' 1 � EMERGENCY VDO r CLASS i RIPRAP
t.
SPll1WAY SPILLWAY INTH FILTER FABRIC
_ _ ELEV.= 416-25
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LOT.- .. a!u�w- �...�'� ,,T.�=„ ,:,- t«c'--;.;;.r,f .e�>; - TOP UNDERLAYMENT.• DEPTH=2a
,�,,,'; EMERGENCYSPILLWAY
µ
I
General onstructlon notes for Stormwater
N.
' � � ` _ _, _ -. � ,..., ..,,.' r �-.�r •_ r Management Plans
-"` �� 4 l' - ✓!. r + : , 1. All dams and constructed fill to be within 95%
- -472
�T« t AMFACILI of maximum drydensityand 2% of optimum
SWM FACILITY :.. __ • ,•lr 1., ,
- moisture content. All fill material to be approved
ioT uOT. - r 1.' li`11;j N N 1
LOTa b � ` � `,, ;, „ ,;,; r ;,, : ,. ,✓ , by a geotechnical engineer. A geotechnical
♦ / i +x I ` �' _I - '-, -- i I N F: Fr ` / 1 � 1Vi
+� engineer is to be resent during construction of
�46'4\'`J,�•,�,':''``'._ 9 P 9
r
_ i dams.
r - - .- "L'.tE (STING 9EDIMENT.BASIN WILL BE` , i L, _ _ H �y -
s � - •� , t =., :. ...�r-," , , , 2- Pipe and riser joints are to be watertight within
s�-�-r - _ ,,., ( ..,_ ✓ , < ;/CQNVERTEDTO"ATYPEpLRETEJJTIONBASIN.ONCE a_ P J 9
`��''"� + (, f I / r f ITS WATERSFIEDISSTAlJ1LtZED_SEETt-15 SHEEr.FOR' -° Stormwater management facilities. _ I i l j ETAIC-S. - „-__.-% \' 3. For temporary sediment traps Or basins which
'r. i , r r!� d - P, a
are to be converted to permanent stormwater
,.%:'�':- t ,x:� .. .--'_ .c i:, .•{ /// 5.�, %r•; ! IJ I I :i' 1 I r / r"''r.- - r \ I
-'/ { __ -� - = 1�l , •„ t 1 ; ? „' management facilities; conversion is not to take
hlace until the site is stabilized, and permission
from the County erosion
as been obtained nt
control inspector.
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DRAFTER:
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DESIGNER:
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PRODUCTION:
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Jimmy LTaggart
U0. No.
4 22841 ♦�
-Ors112/13/20236ti
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DATE:
06-30-2022
SCALE:
AS SHOWN
FILE:
WPO-2016-00071
RGA#:
8438/l�
SHEET: l i�J 84 OF 3