HomeMy WebLinkAboutSDP200100111 Plan - Approved Stormwater Management Plan 2002-04-16I . PRI OrRi TO ANY CON-111- _IC C:I:OH W {111\! ANY EXISTING PUBLIC RIGHT -OF -HAY,
NCLUIDING CONNECT:E•ON TO ANY EXIST11\1G ROAD, A PERMIT F)I-IAE._L._ BE OBTAIN[') FROM
THt VIUR 'DNIA DE PAIR LMENT OF TRANS[')OF A.TION (V001 . THIS PLAN AS, DRANt•I MAY
101- ACCURATELY REFLECT THE REOUITEP,IENTS OF THE PERMIT, WHERE: AIM.lY
D:i S(;RCnF'Ai i+.1IE OCCUf='I TRHE f9i:-OUIRE::KEN TS OF THE: PERMIT' SHALL (z"OVERN,.
2. ALL. PAVING AND URAINAGE RFL.ATED tIATEr-i1AL_':) AND CONSTRU(_;T`.I:ONI MC: MODS
SHALL_ CONFORM TO (W;UF-RENT SPE(-I1FICATION S AND STANDARDS OF W. D. t). T.
UNLESS OTHERNTSE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL_ BF.
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE RE'ASONABLY
OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED,
5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OIPINION OF THE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECES",-ARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS III.
B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926 ).
9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE
CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPOFIT ALL
INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SIHOULi)
THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL
RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES.
10. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINARES ONTO! PUEILIC ROADS
AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT
EXCEED ONE HALF (112) FOOT CANDLE.
11, ALL SERVICE. UTILITIES ARE TO BE PLACED UNDERGROUND.
12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED ROLYETYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB-1.
13. ALL CONSTRUCTION AND MATERIALS SHALE_ COMPLY WITH THE STATE BUILDING ("ODE
IN EFFECT AT THE TIME OF CONSTRUCTION.
14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE
INITIAL_ LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR
SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL
DISTRICTS AND AWAY FROM ADJACENT ROADS.
ENER -, L PLAN NOTES
).. W#ORK `._IE-)AL.I_ BE SUB,_JECT TO INSPECTION BY ALBEMARLE COUNTY SERV ",CE
AUTt-IORI TY I:NSPE'C"FORS. Ti IE CONTRACTOR WILL_ BE RESPONSIBLE FOP
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START
OF WORK.
2
1.HE LOCATION OF EXISTTNG UTILITIES ACROSS OR ALOING THE LINE `F
THE
PROPOSED WORK ARE:: NOT NE-CESSAF11L.Y SHO'rJN ON THE PLANS AND WHEEIF
SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL_ ON
HIS
OWN INITIATIVE LOCATE ALL. UN[ERGROUND LINES AND STRUCTURES A S
NECESSAFIY .
3.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATiL.'P
AND
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBENIARLF
COUNT`( SERVICE AUTHORITY ON JANUARY 15, 1998.
4.
DATUM i-OR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UTILITY
( 1 800 552 7001 ) .
5.
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE,`OVER'THE= CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
7.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE (1F
ROADSIDE DITCHES.
B.
VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
OWNER / DEVELOPER
WENDELL WOOD
P.O. BOX 5548
CHARLOTTESVILLE, VIRGINIA 22905
TOTAL. SITE AREA : 9.4"78 ACRES (412,861 S.F.)
TOTAL AREAS INCLUDING PHASES 1,2,3, &4
BUILDING COVERAGE : 65,437 S.F.
IMPERVIOUS COVERAGE ffR.OPC
167,291 S.F.
OF'LNSP CE 80,133 S.F.
NO I HTING{S PSED ON THIS PLAN
APPROVED
Albemarle County Engineering & Public Woft
Date: _ / 0 v_
File:
By:�
Signature
APPRO;XIMAIE NUMBER OF EMPLOYEES : 12
r,—,v Ill I I', jj� iWAM I
o
. .............
FEDERAL
TAX MAP 45b(i)
0"A
PRESENT ZONING HC SUBJECT PARCEL IS IN THE ENTRANCE CORRIDOR (EC)
PROPOSED !..)SE RETAIL / OF F I C E
MISCELLANEOUS NOTES :
PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED.
BOUNDARY AND TOPOGRAPHIC SURVEY BY B. AUBREY HUFFMAN & ASSOCIATES,
TOPOGRAPHY BASED ON USES DATUM
.EXPRESS
PARCEL 06 12
r • A
VICINITY MAP SCALE : 1" : 2,000
THE FOLLOWING PARKING SCHI.`,DULE BASED UPON COMPUTATIONS PROVIDED BY JOIIN GRADY AND SUSAN CAROL
SNEAD FROMI THE ALBEMARLE COUNTY ZONING DEPARTMENT
PHASE I - ONIE STORY BUILDING PARKING REQUIRED! USE & BASIS
CLASSICS GY'M
8
SCHOOL - 2 CLASSES OVERLAPPING
MIKE'S GLASS
9
WAREHOUSE - I / 2 EMPLOYEES & I / 500 SF OPEN TO THE PUBLIC
FERGUSON
27
SHOWROOM / WAREHOUSE- 1 / 2 EMPLOYEES &1 / 500 SF OPEN TO
THE PUBLIC
PORTER ,PAI1NT
9
WAREHOUSE - 1 / 2 EMPLOYEES & 1 / 500 SF OPEN TO TI IF PUBLIC
LOADING SPACE
2
PHASE l -TWO STORY BUILDING
PAR::IN,G REQUIRED
USE & BASIS
DOM'NOS
8
RESTAURANT - i / 200 SF GROSS
RETAIL
12
1 / 100 SF NET
OFFICE
12
1 / 200 SF NET
LOADING SPACE
I.
PHASE 3 - TWO STORY BUILDING
PARKING R2 QUIRED
USE & BASIS
( FIRST rww0 ' LEVEL)
WE CARE
20
MEDICAL OFFICE - 1 / 200 SF NET'
MASTER MARKETERS
5
WAREt DUSE - 1 / 2 EMPLOYEES & 1 / •500 SF OPEN, TO THE PUBLIC
DOMWOS
13
RESTAURANT - I / 200 SF GROSS
UNITED LAND CORPORATION
Id
OFFICE - I / 200 SF NE"I'
RHETTS RIVERSIDE GRILL
33
RESTAURANT - 13 / 1000 SF GROSS
VACANT SPACE
60
RETAIL - 1 / 100 SF NET
( BASEMENT' LEVEL )
AIRECO
5
WAREHOUSE - 1 / 2 EMPLOYEES & 1 / 50 S' OPEN TO THE PUBLIC
FERGUSON
2
STORAGE - MIN. 2 CUSTOMERS
UNITED LAND CORPORATION
4
STORAGE - MIN. 2 CUSTOMERS
VACANT SPACE
4
STORAGE - MIN. 2 CUSTOMERS
LOADING SPACE
5
PHASE 4 - TIVO STORY BUILDING
PARKING REQUIRED
USE & BASIS
ANTIQUER'S MALL
75
FURNITURE STORE - 1 / %,00 SF GROSS
LOADING SPACE
F
TOTAL PARKING REQUIRED
TOTAL PARKING PROVIDED
INSPECTIONS DEPARTMENT
ZONING DEPARTMENT
REVISIONS
M�._,_........._.._.__...._.____.
Z n ty i / �,.7/i4.-',� , .,, j• ._...� ..._..._.____
-1,9 446 � --cats orl/ f� /� � �- �8-
J1 �n9. G���f S �f Yyf� ,4,
.+
11X,F Co—el '-s e{ 3 -/Z /,,ffG/ 3-LG9- 07
FIRE OFFICIAL_
ALBEMARLE COUNTY SERVICE AUTHORITY
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTAF101',I
VIRGINIA DEPARTMENT OF HEALTH
PLAN PREPARED BY
325 ' AUBRE1,YH UFFMAN AND ASSOCIATES
363 INCLUDING 9 LOADFG SPACES B.
CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
CHARLOTTESVILLE, VIRGINIA
!7, I-d F F I- i nF ::�
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
KEY
BOTANICAL MIN, CALIPER HEIGHT AT TOTAL HEIGHT TOTAL WIDTH AREA OF QUANTITY TOTAL AREA
COMMONNAME PLANTING IN 10 YEARS IN 10 YEARS CANOPY OF CANOPY
PY R U S CALLERYANA
I/2"
7
22
�.
ARIS TOCRA T
ACER SACCHARUM
2 If2;
14
22'
r-2
SUGAR MAPLE
',GREEN
MOUNTAIN"
r_3
QUERCUS PALUSTRIS
3 1/2"
I 1
33,
PIN OAK
SAMBUCUS CANADENSIS
PLANT SIZE
2.'-3' It 3 Can
(
ELDERDE'RRY
ILEX GLABRA
PLANT SIZE
2'-3' 1'3Can
I N K B E R R Y
ILEX CORNUTA
BURFORDII NANA
2
10,
PARKING ISLAND GROUNDCOVER TO CONSIST OF
PERIWINKLE " VI NCA"
(VINCA M I NOR )
PLANTED 12" -
O.C.
Tax Map 45 B(1) Parcel 06 - /A
Janice H e i s c h m a n
D. B. 8 2 1 - 72 3
Zoned : R /
Present Use Residence
S 65 ° 55 ' W
830.85'
91 S. F. 3 5 7 3 S. F.
168 S.F. 6 1 0 08 S.F. "` ,� ~ y��.\ `• ` �`'
,`\\`L• "`y,, '`a, \ ~ice ``'^. ``".. �'�'`' •�`\.,,� � '`` �..�,� � \ ,, `` ,••. �,� � .
3 4 9 S. F. 1 3 49 S.F.
1008 S,F.
Exist. Paved
Parking Lot
SIT''. BENCHMARK
- Fire. flow exist, hydraani Top Suit of Fire Hydrant
3200gpm (a"- 20psi Elev. 398.39
USGS Datum
Exist. MH
Top.394.72 U' Exr"st.
EM%s 1. /0 " Son. Sewer /n v. 376.63 ,� _ Valve
CURB ° U
PAVEMENT SEE DRAWING 4 FOR
OTHER INLET OPTIONS _-.-- 0 T
y
c u t * v
STONE DISSIPATOR _ _ _ _ _ _ _ _ _ _ _ �••- 4 'E `�, \ u \
tl ______..__-__ ^_y._____________.-_____ ____•'-:-»
Fox Map 45B(l) Parcel 05-C,� �'Ft'� t�ti°a
John P. or Joan Mc Grow :D IY
i,_-------------'-_=_ -'---, �_-__r �___' ---------------------
D. r V1V
_ -_ _--_ -„ m --- __
Zoned R / I1 -- -� ---- ^- - -
4'•-6' PERFORATED PROVIDE CLEAN -OUT A A q
Present Use Resides C e PVC PIPE 6 1 X AT 50' INTERVALS AND 1 1
SLOPE (MIN) TO AT No 06 PERFORATED "'J••-""�"•`"°'"�"'•'
DI OR STORM DRAIN PIPES ---------•-----
ELM-
' e
(CI-
C
p
/f 415
Grodln qp5
_- 1.
PR
2.
1,,.✓` G K
b IN
\ \\ fllt�r\ `\ <e> DR
5
vAc = \ \\
N 65
��r�a -' \ Tox Map 4590) Parce/ 05-C44
\ \ Hermanus LL C
D.B. /986 - //4
I
Zoned, HC
Present Use. Retail Under Construction
kz
Neigh I \ \ \
�-
kn
391j i
device o ,�
-"'
veatlanthe e i
Pre d an v; c o
�talle
er Ser 4
fat r ti
0-_P
6 f 50
5 R '` EXTS5e l
r e' i 9 n.f_,-�'--"�4 -o R'----- �
ae5 , ia1 cv .^ a 30 Building --
en f r Mater al f _�_ _ _ _-
Poyer r'e 95As��T r z Setback Line
6'S Type SM. 0 G 2 ,1 / 3 //2'1 m!n . caliper
.16 \ . _ /0 park i ,, T'-3
Stop Sign ,Painted Shop Bar j r c era r, c r r it — �n c a a r v~n a rrr a ryi� ,
Exist. Parking Slooces for , t
&Rep/aced w%\20� Trove/way �= _ - _ °' l rrW ---_._
\ Striped Enlronc—"'`• m� -,---.•~~�
Exist. Paved Parking Area
� k '•.may.• s
W
- =_ --- Exist- C G _ - — _=__--�pQ�\�
2 ¢
Exist. Paved Par -king Area
N0.
DI EL TA
R A D /US
TANGENT
/
9 'O 30 ' 44
/39. 00
11.57
2
421015' 00"
/8/.00
69.93
3
967000,00
85.00
85.00
4
301 "44`16
45.00
/2.37
ARC CHORD CH. BEARIN G
23.08 23.05 S 74006r38"W
133.47 130.47 S57°44'30"W
133. 52 120.21 S 80 23, 00 E
24.14 23.85 S 380 00, 52 E
/ 2 Hollys
at planting
All,�
0
2 0 b. N
M
SEE DRAWING 5
FOR VEGETATTVE
COVER OPTIONS
EMENT 3:1 SLOPEr— 4:y. S
?''' DROP INLET
(MAX) $00 Tl1Rf W/`#AiEPtnWITT 11 ? r NOR 2
SEE NOTE T CAP (iYP)�-{
(MIN)
ONE DISSN'AYOF MIN i i.,.'. ...... ... 4r
FAN GRAVEL)
d % SAND/30X TOP
SOIL/20% LEAF MULCH ------- T
STM C33 FINE) - ••�-� !._..__..._.�__� �M
--4'-6' NON•-PERFORATF.
L44DERDIWN GRAVEL 4'-6' PERFORATED PVC PIPE 0 t7
(MSSTO A'43, 1/2'-17 PVC PIP£ O 1X SLC.PE (MIN)
WRAPPED IN FILTER FABRIC SLOPE: (MIN) TO
DI OR STORM DRAIN
PROVIDE ACROSS ENFIRE.
WIDTH Q 20 jt U.C.
NOTES: cRos i secl1oN
TTiE NEED FOR ADDITIONAL PAVEMENT EROSION
ROTECTION FROM EDGE OF PAVEMENT TO BOTTOM OF
ORETENTON r1REA MUST BE EVAIUATEO ON AN INDIVIDUAL
OJECT BASIS.
PROVDE 1'-0' PONOMIG DEPTH TO THE CREST OF AN ,i1(�FILTER
OVERFF.OW STRUCTURE. OVERFLOW STRUCTURE MAY SE DI
SIORETENTION AREA (INOICATED), Di IN Pi.YED AREA, OR
CAE WEIR DISCHARGE TO STABLE CHANNEL OF STORM -^'"^-�"�'�""•
All•+. DATE: 2/5/99 DRAWING 3
. ;.,.T
it �* �`s �A d�M i•`,'.` �..
'2
t z '"
PL A N SCA L E / t'- 20'
contour interval = / '
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71-1
771-
T (7,r Map 45 6 Parcel 06 --1A Zoned : R I
P U TAT'l 0 N 8 Janice Ice lie i sch m a /7 11 sent Use Residence
/7 ce
71 21 11 11'. 17 F 'e- A Tl D C A F' '7,1 T E I A L 8 ?i C A �4 0 P Y C M B. Stormwater management plan comments: (Mark Chambers)
2 1 - 72 3 S 65 055 ' W 1, The Stormwater management plan is approved with the following conditions.
a) The blo-filter is not to be installed until the site is adequately stabilized according
n f')TA �1 I "I Jil 1, IRI�, i A 1, 1 r r7 11 HT� 1,174 H T A T TOT A 1. H E I (A ii T TOTAL WIDTH AREA OF QUANTITY TOTAL AREA 63TO. 65 to Water Resources Personnel (434) 296-5861.
P4 NJ f� all lrz P k. A H I I V 17,1 114 10 Y 7 A TIS 1" 10 YIPARS CANOPY Of CANOPY b) The bio-filter soil mix must be Luck Bio-filter Mix or tested and approved
equivalent. For more information please call Water Resources personnel at
P Y R U S C I-ERY A �I n 2 3 8 2 Tax Mop 45 8(/) Picreel 05- CJ (434)296-5861.
2 7 22 15 . 6' 1 9 1 S. F. S. F. c) The bio-filter soil mix must be stabilized with sod along with the trees and/or
AR I S T 0 C R A T do /In P. Or Joan MC Grow
shrubs listed on the plan.
D. 13. 9 05 486 The SWM portion of the Water Protection bond is $5000.00. Please contact Pam
A C E R SAC CHARUM Zoned - Shifflett for additional bond posting information.
14 2 2' 1 4 . 6 16 8 S. F F.
1 0 08S.
S U G A R MAPLE E Present �J 5 e - R A' 5 i d s n c e
GR EE N MO U N TA I N
Q U E R C U 3 PA L U S T R 1 3 PLAN
3 1/;, 3 3 .5' 2 1 349 11 3 49 s.r. I F.
SEE DRAWING 5
PIN 0 FOR VEGETATIVE
CMER OPTIONS
PAVEMENT
'US CANADENSIS can DR MLEI
SLOPE
S A M B U C N F 3 (MAX)
P L I S I Z E 2 3 TURF W/WATERIIGHT 14 SEE DIE 2
NOTE I CAP (tyP) - A
(MIN)
0 1� 0
N NYC
'X
E L D E R BE R R Y
ILEX GLABRA
4 3 can 4
SIZE Z E
P L A N T 2' .3 S70NE DtSSIPAT
MIN
I N K B E R R Y (CLDW GRAVEL)
\ 1� \ \ `4 _ _ \ �~ 'SOX SAND/30X TOP (Mom W=JMLACAMM��
WL/20X LEAF MIULCH
(SAND: 0.02-0.04* 15, -0. (M
I L EX C OR N U TA -TM C33 FINE)
AS
4'-r," NON-PFRI
BURFOR 011 NANA 2 7. F3 4 8 S. F. 21 10 08 S.
1 0 6' PERFORATED PVC PIPE a 1%
1.144DEE GRAVEL
PYC PIPE 0 19 SLOPE (Mul)
I M ,X TOP C,
EX 5 1. P0 V e d (AASHTO M431 1/2' SLOPE (MIN) TO
DI OR STORM BRAIN
U PROVIDE ACROSS ENTIRE
WRAPPED IN QLIER FABRIC
FX 7 5k
PARK I N G 19 L A N D GROUNDCOV ER TO CONSIST 0 F PG r A 1 7 L 0 1 _e WIDTH 0 20 P O.C.
. .. .. r CROSS SEGTION
PERIWIN K L E V I N C A " V I N C A M I NOR PLANTED 1 2 " -O.C. Of
-401 1. THE NEED FOR ADORIONAL PAVEMENT EROSION
0
P ROTECTION FROM EDGE OF PAVEMENT TO BOTTOM OF
BIORUENTON AREA MUST HE EVALUATED ON AN INDMOUAL
HIND
30 01
�4
SIGHT
CLOVF'ZC
-H
L
I L
A
10 ",9,
1-1-77
t
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b
0
W I N D S ORI
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co
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ive
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= --7k!
RFLL
4
4,-
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111� LS
10
0
I ji
I
R I V A N N N
5,.
W
29
N
-XI
-41r:
t -Nit
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Agi
r-Hurt
FS4
Pt
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Utl
S
ROADShop
n
YF
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Sh6p -4-
Gardens
Jr
�v
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are
K E I -- Y
Shop
roil
C� o e \nPO
ho pe
I V N1 A R
h,
(L{O 2
Id
\09 _ p( \� r=
\ `., i Square'
V
IVIIII
i�
PROJECT BASIS.
--A , I /S/ -- 1. P
7-
400
-0* PONOW DEPTH TO THE CREST OF AN fi 2. PROVIDE V 9MLTER
y OVERFLOW STRUMRE. OVERFLOW STRUCTURE MAY BE Of
0'. 1 - --
R4ej-o caj e -if IN BIORETENTION AREA (INOICATED), IN IN PAYED AREA. OR
11�"f 0 N
-7 P•, STONE WEIR DISCHARGE TO STABLE Cf"NEL OR STORM
IG 3
f I DRAIN. OAIIE� 2/5,I�111
"HOLL
Ov "M C F W 0 0
FA H P
396
394
54.
392 8 1 o f i I t e r
390
cnwL�S::Iiio(
4N
SHADOW
0A 854
ol�,,P 7- N"r,
------- 652
" Q�5
Z
VICI N I T Y MAP 1 2 0 0 0
COPYRIGHT ADC THE MAP PEOPLE
PERMITTED USE NUMBER 20111224
L E G E N D
3.0 2 CONSTRUCTION ENTRANCE
3.0 3 CONSTRUCTION ROAD
STABILIZATION
3.05 SILT FENCE
3.07 INLET PROTECTION
3.30 T 0 P S 0 1 L I N G
3.32 PERMANENT
SEEDING
3.35 MULCHING
3.38 TREE PRESERVATION
AND PROTECTION
3.39 DUST CON TROL
r e e n . d-wl-7
/A�
4- 0 <
0 VAG
d'sue24 k ?0 71fl? 5'p,�Ce rec Tax Mop 458(1) Parcel 05-C4A
rl
'.ad
Hermonus LL 0
0
BIOFILTER OUTLET PROFILE �.o 0-8. 19 86 - I 14
e Q
:
Horiz. 1 5' Vert. 1 5 d ZonedHCQ..
Exist. D/ In
rop .3 95.2 4
1-2 '6 01 Present Use Retail Under Construction
3 73
A)
Inv. 391.0 4
y TOTAL DISTURBED AREA = 0.3 ACRE
Finished is hed Grade a d e - 396Exist.SOIL TYPE: UDORTHENTS, LOAMY.
Proposed-
D 1 7 12" RCP 28 1.0 %
Top 394.67
Inv. 391.32
010 0 t 5 0+10 Or 15
F- X i 5 t, P 0 V (' d Parking Area
Exist. 0 G - 2
One Story Bu il di a q VINCA N 6 7-
EXISTING VEGETATION : THE SITE IS COVERED
394 P h G s & 5 AND UNDERBRUSH
Onepi�h,4,,/rH DENSE GRASSES, WEED
rk
392 OF VARIOUS KINDS.
9 1�/ 7-HE EXPO R r/ N G OF WA S TE MA rE R I A L S AND IMPORTING
CF FILL MATERIALS ARE TO BE TRANSPORTED TO
Exist. D I- 3 A 390
Top 395.24 de AND FROM A SITE THA r HAS A CURRENT APPROVED
tjo BOND.
ver, the e i
pre d On X
SHE 81OFILTER IS NOT TO BE
Inv. 3 9 1. 0 4 SOIL EROSION PLAN WITH A CURRENT
D)(f io" toi le r er
LQ Q, SLIC, ir5 Cte CONSTRUC-TED UNTIL THE SITE IS ADEOUArELY
0,20 0-25 0 2 8 .11 PV C
50
dorTle TA81LIZED ACCORDING TO WATER RESOURCES
-�P, \Z3
6-11 PERSONNEL 804 - 296-5861.
SITE SENCHIvARK ?"HE SANDISOILILEAFMULCH MATERIAL MUST RE
Fire flow exist. hy
drant Top of Fire Hydr INSPECTED BY WATER RESOURCES PERSONNEL BEFORE
po!�- 1 60
320oggIff LA-) 20psli i 0
Eley. 398.39
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