HomeMy WebLinkAboutSDP200100111 Plan - Other (not approved) Final Site Plan and Comps. 2002-04-180.ALCON1,3TRUCTION NOTES
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—C"' -WAY,
!N'CLUDING CONNECTION TO ANY EXISTING ROAR A PERMIT' SHALL BE Of3TAI,1,1F-'_.D FROM
THE VIRGINIA DEPARTMENT OF ITAN'S"PORAT ION (VDOT). THIS PLAN A' DP`1A'vh11 MAY
.1
NOT ACCURATELY REFI_,EC_I THE REOUIREMENTS OF THE PERMIT. WHERE AN),
DISCREPANCIES 0(-',CUFI THE REGUIREMENTS-3 OF THE PERMIT* SHALL GOVT. _.RN,
ALL. PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION I'Ni!THODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D O.T,
UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL. IaE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTIC)N,
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AID
MULCHED, MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2: 1. WHERE R�',-,ASDONABLY
OBTAINABLE LESSER SLOPES OF 4:1 OR, BETTER ARE TO BE ACHIEVE().
ri. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MAr,`i_`AL 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 1,926 ),
9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS, SITE
CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPOF�f' ALL
INCONSISTANCIES TO THE ENGINEER SURVEYOR, ARCHITECT AND OWNER. SHOUP"'
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 LUMINARIES OINTO PU[3LIC ROADS
AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SllALL NOT
EXCEED ONE HALF (1/2) FOOT CANDLE.
1_1. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
—12 CORRUGATED POLYFTYLENE
_12. IN LIEU OF CONCRETE STORM DRAINPIPE ADS N
PIPE MAY BE USED IN CONJUHCTION WITH BEDDING TYPE PB --1.
13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUIILDING CODE
IN EFFECT AT THE TIME OF CONSTRUCTION,
14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 (OR MORE
INITIAL LUMEN'S SHALL BE A,FULL CUTOFF LUMINA IRE AND SHALL BE ARRANGED OR
SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL
D I S T R ICTS AND AWA Y FROM ADJACE NT ROA DS S.
Ell AND SEWER EN AL PLAN NOTES
r, ]_ -
I IDH;A� — BE 1--,URJECT 'TO INSFECTION BY ALBEMARLE COUNTY
RUTH-10RITY INSPECTORS. THE CONTRACTOR MILL BE RESPONSIBLE FOR
T'HIEF )p , EF - AUTHOIRITY OFFICIALS) Al- TI-4F� START IF- WORK.
- E R SFR' -IV 1" CJ_
I HE I_0(_',A_1I ON OF EX I S T'E H(_', UIT I L I T IES ACROSS OR ALONG THE L 1 NE (__)i 'FHE
PROPOSED NORK ARE NOT NECESSARTLY SHOWN ON THE PLANS ANMD NHERE
SHOV,IN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR, SHALL ON HIS
OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTLJRES As
NECESSARY .
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALEIEMAPLE
COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURIEY,
5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UTILITY
( 1 800 552 7001 ).
6 ALL WATER AND SEWER PIPES SHALL- HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINIE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE L&TERALS
AND WATERLINES, ETC.
7,, ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
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 : 9.478 ACRES (412,861 S.F.)
TOTAL AREAS INCLUDING PHASES 1,2,3, &4
BUILDING COVERAGE : 65,437 S.F.
IMPERVIOUS COVERAGE 167,291 S.F.
OPEN SPACE : 100,133 S.F.
NO LIGHTING IS PROPOSED ON THIS PLAN
t"A AlAfft-OL1rlr �
01111741.
13�I�7 �1�_�f�
TAX MAP 45B(l) PARC;EL 06 1
RIO MAGIS'TERIAL D RIC'
WINDSOR
0
Xevili Fe i F,
Rivanns F c
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HAVEN
LOCK IDG
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9ho Pa N FIEL
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i � 711. 01
A Mall:,S' 16 Wi
AINTRE N
)ACINITY MAP SCALE : 1' : 2,000
THE FOLLOWING PARKING SCHEDULE BASED UPON COMPUTATIONS PROVIDED BY JOHN GRADY AND SUSAN CAROL
SNEAD FROM THE ALB I'M ARLF, COUNTY ZONING DEPARTMENT
PHASE I - CONE STORY BUILDING PARKING REQUIRED( USE & BASIS
CLASSICS C3YM
8
SCHOOL - 2 CLASSES OVERLAPPING
MIKE'S GLASS
9
WAREHOUSE - I / 2 EMPLOYEES & I / 500 SF OPEN TO THE PUBLIC
FERGUSON1
27
SHOWROOM / WAREHOUSE - I / 2 EMPLOYEES &1 500 SFOPEN TO
-4/;-;: C
4 tW /61/4 1)
.7'
THE PUBLIC
PORTER,PiAINT
9
WAREHOUSE- 1/2 EMPLOYEES& 1/500SFOPEN TOTHEPUBLIC
LOADING S;PACE
2
DRAWN BY: JOHN DRUMHEIIER
VIIASI.�',2,'[I'WOS'1'0RYlit.JII,DINCi
PARKINOREQUIREI)
USE & BASIS
DOMINOS
9
RESTAURANT - I / 200 SF GROSS
RETAIL
12
1 / 100 SF NET
OFFICr
12
1 / 200 SF NET
LOADING SIPACE
PHASE 3 - TFWO STORY BUILDING
PARKING R,-QUIRED
USE & BASIS
FIRST 11-1.0)0',�;, LEVEL)
WE CARE
20
MEDICAL OFFICE - I / 200 SF NET
MASTER MIARKETERS
5
WAREHOUSE - 1/ 2 EMPLOYEES & 1 /!500 SF OPEN, TO THE PUBLIC
DOMWOS
13
RESTAURA34T- 1/ 200 SF GROSS
U141TED LAIND CORPORATION
id
OFFICE - I / 200 SF NET
RHETTS RINVERSIDE GRILL,
33
RESTAUR.ANT - 13 / 1000 SF GROSS
VACANT' SPACE
150
RETAIL - I / 100 SF NE",
(BASFMEN7T LEVEL)
AIRECO -
5
WAREHOUSE - I / 2 EMPLOYEES & I 503 SF OPEN TO THE PUBLIC
FERGUSON
2
STORAGE - MIN. 2 CUSTOMERS
UNITED LMND CORPORATION
4
STORAGE - MIN. 2 CUSTOMERS
VACANT SP11.!_-E
4
STORAGE - MIN. 2 CUSTOMERS
LOADING SIPACE
5
PrIASE 4 - T11.10 STORY BUILDING PARKING REQUIRED USE & BASIS
APPROXIMATE NUN13ER OF EMPLOYEES 12 ANTIQUER'!S MALL 75 FURNITURE, STORE - 1 /,',00 SF GROSS
PRESENT ZONING HC SUBJECT PARCEL IS IN THE ENTRANCE CORRIDOR (EC) LOADING SIPACE I
PROPOSED USE : RETAIL / 0 F F I C E
1707TAL PARKING REQUIRED 325
MISCELLANEOUS NOTES TO'TAL PARKING (,ROVIDED 363 INCLUOINC 9 LOADRIG SPACES
PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED.
BOUM,DARY AND TOPOGRAPHIC SURVEY BY B, AUBREY HUFFMAN & ASSOCIATES, LTD.
TOPO)GRAPHY BAISr.0 ON USGS DATUM
JULY 30, 2001
REVISIONS
elrletd
117' $7 -
-4/;-;: C
4 tW /61/4 1)
.7'
DRAWN BY: JOHN DRUMHEIIER
INSPECTIONS DEPARTMENT : FIRE OFFICIAL
ZONING DEPARTMENT
ALBEMARLE COUNTY SERVICE AUTHORITY
PLANNING DEPARTMENT
FNGTNEERT�,IG DEP'RTMENT
� - r-_ I r- A
VIRGINIA DEPAR-f-MENT OF TRANSPORTATTON
VInGINTA DEPARTMENT OF HEALTH
B. AUBREY HUFFMo4N AND ASSOCIATES, L, is
CIWL ENGINEERINC."11 "ND SURVEMIG "NO PLANNING
CHARLOrTESVILLE, VIRGINIA
C LJ 177 17 _T_ A r� r— -7
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
KEY
BOTANICAL & MIN, CALIPERHEIGHT AT TOTAL HEIGHT TOTAL WiDTH AREA OF QUANTITY TOTAL AREA
COMMON NAME PLANTING IN 10 YEARS IN 10 YEARS CANOPY OF CANOPY
Tax Map 45 8j(/) Parcel 06 -IA Zoned : R /
Janice Heiscbman Present Use :Residence
D.8. 82/- 723 S 65055'W
830. 85
P'f RUS CALLERYANA
2 1/2`. 7 22 15.6' 191 S.F. 3 573 S.F.~
C. T / A R I S T 0 C R A T
ACER SACCHARUM
r-? 2 I/2" 14 22' 14.6 168 S.F 6
SUGAR MAPLE
"GREEN MOUNTA I N"
1 0 0 8 S.F.
3 49 S.F.
\ ~ •� , \ \. o '� e. ` ''' _ -
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2064 S, F.
Exist. Paved
Parking Lot
-- .___-- __--- BENCHMARK
- Fire. flow exist, hydrmnt Tca `ultof Fire Hydrant
3200 pm @ 20psi' Elrr. 398.39 t \
U S G S Datum /dote
Exist. MH_ 5 er
Tap 394.72Exist.
Ek\is1. /0" Son. Sewer /n v. 376'63 Volve
01 EL TA
RAD /US
TANGENT
/
-9 '0 30`44"
139.00
11.57
r_3
QUERCUS PALUSTRIS
3 1/2
1 1'
33.5'
21.1
349 S. F.
I
V
PIN OAK
45.00
12.37
W
a_ ....
U
395. 7
SAMBUCUS CANADENSIS
PLANT SIZE
2' - 3' It 3
can
3
E LD ER BE RR Y
60 "It?
P
W
ILEX GLABRA
PLANT SIZE
2'-3' o3 can
BrodTard
Tree s To
4
INK BERRY
(MIN
ILEX CORN UTA
t7
E DT�IPATaR MIN
BURFORDII NANA
2
10
7.8'
48 S.F.
43
PARKING ISLAND GROUND COV ER TO CONSIST
OF
V
PERIWINKLE " VINCA"
(VINCA MINOR)
PLANTED 12"
-O.C.
I SW/30X TOP
LEAF MULCH
4D- G.02
(`)
HOLLY
21 NOTE:
THE 2 ADDITIONAL
PROPOSED
HOLLIES ARE
TO MATCH
�J
THE VARIETY OF
15 EX II STING
HOLLI ES.
1 0 0 8 S.F.
3 49 S.F.
\ ~ •� , \ \. o '� e. ` ''' _ -
,._._=..µ.-� i__v a.,r- ,1.- �'... '^•,+1---"T'�-``'` ``' •�=-c`-`'=�.r�� � \"n•�.-'�K--^+r-'� � ��'~^rte'-�.r�-- '��."
2064 S, F.
Exist. Paved
Parking Lot
-- .___-- __--- BENCHMARK
- Fire. flow exist, hydrmnt Tca `ultof Fire Hydrant
3200 pm @ 20psi' Elrr. 398.39 t \
U S G S Datum /dote
Exist. MH_ 5 er
Tap 394.72Exist.
Ek\is1. /0" Son. Sewer /n v. 376'63 Volve
Exist. Paved Parking Area
Exist. CG- 2
Exist. CG -2
Exist. Paved Parking Area
N0.
01 EL TA
RAD /US
TANGENT
/
-9 '0 30`44"
139.00
11.57
2
42.j015` 00"
181.00
69.93
3
90000,00"
85.00
85.00
4
30"44`16"
45.00
12.37
W
a_ ....
U
395. 7
3:1 SI -OPE
IeNi (MAX)
WIOP
60 "It?
P
W
W
Exist. d
Pear
BrodTard
Tree s To
(MIN
t7
E DT�IPATaR MIN
z
N GRAVEL)
�
`
V
h
�.
C)2
I SW/30X TOP
LEAF MULCH
4D- G.02
f
Z
M C33 FINE)
TIL
NPI -PERFORATE
UNOfRFHMMN GPAYFL
4"-S' PERFORATED
PVC PIPE 9 1X
(AMITO v43. 1/2'-i1
PVC PNCE 4 I
SLOPE (MIN) TO
SL:,PE (MIN)
Exist. Paved Parking Area
Exist. CG- 2
Exist. CG -2
Exist. Paved Parking Area
N0.
01 EL TA
RAD /US
TANGENT
/
-9 '0 30`44"
139.00
11.57
2
42.j015` 00"
181.00
69.93
3
90000,00"
85.00
85.00
4
30"44`16"
45.00
12.37
Remoi n
� Stop Sign \f'binled Slop Bar
Exist, ParRNng Spoces for
8 Replaced wY\201' Trave/woy \� � v / "Nr
\ Striped Entrance
ARC CHORD CH. BEAR/N G
23.08 23.05 S 74006'38"W
133.47 /30.47 S 570 4430" W
/33. 52 120.21 S 8 ° 23' 00 E
24. 14 23.85 S 380 00 , 52 " E
Tax Map 45 B(l) Parcel 05-C3
John P. or Joan Mc Grow
D. B. 9 0,5 - 486
Zoned , R 1
Presen/ Use , Resides ce
C
IM
415 5etb
P (K;n9r'
405
- - i
_ _ ♦ PR(
2.
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IN
\ ter Set ST(
is -ti
G 4 50 �\
N�ads o \\ \l
rip ` Tax Mop 458(/) Parcel 05-C4A
�\ Hermanas LL C
in \
D.B. 1996 - //4
I 9 %M ` \ Zoned: HC
tore st+n/ Use; Retail Under Construction
R
To Y
L
3 9
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est 0 Moterip pit r _
vem 90se 5A5ph �•+- \Setback Line
f 6.pbTYGegM 9 '2 t 3 2A min, ccliper
165 '�
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rj
0 a
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4oDRAW1WP(IOS CtHRB - Q
S V
_tj
ir} a 4
STON_Of��IPATOR----- __-------
N V'0
._--'--------- ---------------------------_-------.-_-"
�•
e v�
No
~1
•--------------- - -------------- -- -' - - - - '^-- ---'---^--r. �i }C FV '
a -=-m---------- --- --- "-.._-=_'a.. - ---------------------------
4'-!1• PERFORATED AR VI Nl LEMS T 1 q q p
PVC PIPE 0 1 X
SLOPE (MIN) TO AT ANO OF PERFORATE®
OI OR STORM DMN PIPES --- -- -PLAN--
t
Exist.
SEE
V
F. H .
OR TK
f
COVER OPTIONS
W
a_ ....
/To
395. 7
3:1 SI -OPE
IeNi (MAX)
WIOP
901) *URF
w/WATERTKiHiT
SEE NOTE 2
W
Exist. d
Pear
BrodTard
Tree s To
(MIN
Remoi n
� Stop Sign \f'binled Slop Bar
Exist, ParRNng Spoces for
8 Replaced wY\201' Trave/woy \� � v / "Nr
\ Striped Entrance
ARC CHORD CH. BEAR/N G
23.08 23.05 S 74006'38"W
133.47 /30.47 S 570 4430" W
/33. 52 120.21 S 8 ° 23' 00 E
24. 14 23.85 S 380 00 , 52 " E
Tax Map 45 B(l) Parcel 05-C3
John P. or Joan Mc Grow
D. B. 9 0,5 - 486
Zoned , R 1
Presen/ Use , Resides ce
C
IM
415 5etb
P (K;n9r'
405
- - i
_ _ ♦ PR(
2.
�✓ -� t.',r b p K O
IN
\ ter Set ST(
is -ti
G 4 50 �\
N�ads o \\ \l
rip ` Tax Mop 458(/) Parcel 05-C4A
�\ Hermanas LL C
in \
D.B. 1996 - //4
I 9 %M ` \ Zoned: HC
tore st+n/ Use; Retail Under Construction
R
To Y
L
3 9
a. \
' e
ion deVic( N �' o
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oevedtnthv ce � I,� o N \ �
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c 50
4
1 5 ter-Xilst�^ se
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15
�_
3O' Buildings
est 0 Moterip pit r _
vem 90se 5A5ph �•+- \Setback Line
f 6.pbTYGegM 9 '2 t 3 2A min, ccliper
165 '�
J
rj
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o Q o
� SEE
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_tj
ir} a 4
STON_Of��IPATOR----- __-------
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e v�
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~1
•--------------- - -------------- -- -' - - - - '^-- ---'---^--r. �i }C FV '
a -=-m---------- --- --- "-.._-=_'a.. - ---------------------------
4'-!1• PERFORATED AR VI Nl LEMS T 1 q q p
PVC PIPE 0 1 X
SLOPE (MIN) TO AT ANO OF PERFORATE®
OI OR STORM DMN PIPES --- -- -PLAN--
t
SEE
V
OR TK
COVER OPTIONS
3:1 SI -OPE
IeNi (MAX)
WIOP
901) *URF
w/WATERTKiHiT
SEE NOTE 2
SEE NOTE 1
CAP (TYP)
(MIN
t7
E DT�IPATaR MIN
z
N GRAVEL)
`
�.
C)2
I SW/30X TOP
LEAF MULCH
4D- G.02
f
Z
M C33 FINE)
NPI -PERFORATE
UNOfRFHMMN GPAYFL
4"-S' PERFORATED
PVC PIPE 9 1X
(AMITO v43. 1/2'-i1
PVC PNCE 4 I
SLOPE (MIN) TO
SL:,PE (MIN)
WRAPPED IN FILTER FAMM
DO Olt STORM DRAIN
Q
PROVIDE AG ROSS EN nRE
0
WIDTH O 20 ft O.C.
Z
CROSS $LOON
O
IE NEED FOR ADDITIONAL PAVEMENT CROWN
..J
ECTION FROM EDGE OF PAVEMENT TO BOTTOM OF
C%)
TENTON AREA MUST BE EYALUATE0 ON AN INDN101kll
!
Q
ECT BASIS.
(,e
11CADE 1'-0' PONOING DEPTH TO THE CREST OF AA
8010Q
Z
FLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE 01
Z
ORETENTgN AREA (INDICATED), DI iN PAVED AMA. OR
E WEIR DIS044RGE TO STABLE CHANNEL OF, STORM�
4.__
DATE: 2/S/99 ORAWRIG 3
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z
O/o�k Trees To ' emain
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Tax Map 45 8(/) Parcel 06 -IA Zoned - R1 10
CURB
He ischim an pre sent Use Res id" nee PAVEMENT"/,
SEE DRAWING. 4 FOR 0
J a nice OTHER INLET OP"ONS
0
CHFT)1JLF_ OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
D. B. 6 2 72 3
3 65 0 55 , W I N
MOTAHICAL A HFIGHT AT TOTAL HEIGHT TOTAL WIDTH AREA Of TOTAL AREA
K r- Y Miff, CALIPIRM QUANTITY
0 4,
COMIMON HAMP PLA"TING IN 10 YEAR" IN 10 YEARS CANOPY OF CANOPYb
LC y 1-j
------- -------- W
--------------- ---------------- -------------- ------- ----------
m ---------------- ---------
rox Map 45 8(/) 0�
Parcel 05 -CT ft j
P'I'RUS CALLERYANA it I Y.
1/ 2 7 2 2 15. 6' 191 S.F. 2 3 8 2 S.F.
2 John P. or Joan McGrow 1)
AR I STOCRA T
cr_
--------------
9 0,5 4 8 6 ------------------ ----------
-----------
or
Zoned
ACER SACCHARUM PROVIDE CLEAM-OUT f
1/2 1 4 2 2' 14. 6' 16 8 S, F 6 1 o o8 S. F. 4"-6" PERFORATED 0
SUGAR MAPLE Pr e S e /7 1 Use ReSlde,7 Ce PVC PIPE 0 1 X AT 50' INTERVALS AND
GREEN MOUNTAI NSLOPE (MON) TO AT ENO OF PERFORATED
D1 OR STORM DRAIN PIPES
" IN
4
QUERCUS PA L US TR I S
3 U, 33 5' 2 1 1 3 49 S.F. 1 349 S F.
FOR VEGETATIVI
P I N 0 A K
COVER OPTION!
3:1 SLOPE
SAMBUCUS C AN ADENSI S PAVEMENT (MAX) -OUT DROP INLET
SEE NOTE 2
PL A N T S I Z E 2'- 3' can 3 I= ivw W/WATERTIGHT
E L D E R B E R R Y SEE NOTE I
CAP (TYP)
.20 (MIN) 0
--)4
(CLEAN GRAVEL)
I LEX GLABRA 4
P SIZE Z E 2' 3' 4 3 can 11P_T0
L A N T _ %
of,
\ .. _ INKBERRY CLEAN GRAVEL)
SOX SAND/30111
TOP
415 S0IL/2OX LEAF MULCH
(SAM: 0.02* -0.04' 15-0-
\\ I L EX C OR N UTA
2 7. 8' 4 8 S. F. 21 10 08 S.F.STM C33 FINE)
1 0 4"-6" Nom-PERromy
BURFORD[ I N A N A LOW GRAVEL PERFORATED PVC PIPE 0 1 X
" 2q (AASHTO 1/2-1-) PVC PIPE * I X SLOPE (MIN)
PG V 0 d M43. SLOPE (MIN) TO
--5011 e , - WRAPPED I IN FRJER FARRIC, Or OR 57ORM DIRAIN
PROVIDE ACROSS ENIIHE
PARK I N G IS L A N D GRO U N DCO V FIR 0 F
Parkin Lot 4 "W 4 1�2 WIDTH 0 20 it D.C.
TO CONSIST
5
CROSS SECTION
PERIWINKLE VINCAMIN0R PLANTED 12 0. C.
4(
ION OF PAVEMENT BOTTOM Of
1. THE NEED FOR AOOITIOWIL PAVEMENT EROSION
\_ _ _. - �' „F.^_-, _ s,� _ - .1 / 91DIRMIKITON AREA MUST K EVALUATED?
ON AN INDIVIDUAL
4 00- _z- PROTECTFROM EDGE PROJECT BASIS.
30 r ee 7y.
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