HomeMy WebLinkAboutSDP199500009 Plan - Submittal (First) 1995-01-11S;}e_ �55wecl 5? gkl-A '
L7A4ITS -F
CLEAR1,V6
LEASE AREA DATA
BEARING
DISTANCE
t S 1727'J3" E
25.00'(77E TO F ESMT)
2 S 723227" W
60.00'
3 N 1727'14" W
50.00, RODS SET AT ALL
4 N 72'J2'27" E
60 00' LEASE AREA CORNERS.
5 S 7727'33" E
50,00,
PROPOSED 20' /
••
/
AVERAGE TREE
ACCESS EASEMENT—~ /
;
HEIGHT = 60't
/ / r
PROPOSED CHAINLINK
EXIS77NG 12'
CRA VEL ACCESS ROAD-T'�' /
-
0.5" INSIDE LEASE AREA LINES
7 /
SF ,
,,�
69D ��q5 _ . r• ,' ; //(J T.B.M. = SPIKE
{r} IN 10" LOCUST
E(EV. - 70791
Z—ITS OF
CLEARING
Y P1101'
u
14 o
2 �� I
PROPOSED PREFAB.
EQUIP. BLDG.
w 64
uNCE R5TATE ROUTE
r INTE
LEASE AREA 1 "= 20'
PROPOSED CONTOURS
TYPICAL SITE SECT70N
HORIZONTAL SCALE. 1 "= 50'
VER77CAL SCALE: 1 50'
LEASE AREA IS
PARnALLY WOODED.
NOTE ENTIRE LEASE AREA
TO BE CLEARED, GRADED AND
GRAVELED.
Cl
1..
TI'� 4o,r s1.411 k dt sy rd s.. A R-i
;n fle ,,'4 NF sFrw<f+.ral f--dwe' flee
)r—r a.•✓ v.11 ?main
v.XIn At 1v$`t area,
PROPOSED q OF TOWER DATA
(MONOPOLE) 1So'
TOWER HEIGHT = 1t
LATITUDE = 38.0122.2" (NAD 83)
LONGITUDE = 78'33'28.2" (NAD 83)
GROUND ELEVATION = 703.0' (A.M.S.L.)I
41B R LID T
1 S 83'S5'S9" W
9784'
2 N 86.31'01 " W
80,00,
3 N 83T18'01 " W
74.37'
4 S 79't74'S9" W
39.19'
5 S 6431'S9" W
766'
6 5272'05" 5000'
45.55' 24.50'
7 60'19'29" 40.00
12. 11, 23,25'
TM. #75-473
N/F HEADROW CORP.
D.B. 441, PG. 74
STATE ROUTE 702
(30' PUBLIC ACCESS RIW)
m CITY OF CHARLOTTESVILLE R/W
o O.B. 309, PG. 585
`y END OF STATEMl. TO
MAINTENANCE RT 29
2�
/ 5
nti'0�
TAX Af4P #75-47C &47C7 7 06�
HOLIDAY TRAILS, INC , �s yy, 4 - i
PARCEL '35) 4- TAX A(AP #75- 47C &47C7
(D. B. sn, PG a35) / R=93 .00 HOLIDAY TRAILS, INC fm m
PARCEL "B"
' 1 hyI (D.B. 577, PG 435)
EXISTING 60' INGRESS EGRESS �j 0 , n Q
h U7ll1TY EASEMENT I �M1/ W �g
\ 08 577, PC. 435 & 436 _� /h ti/ k
(CL OF EASEMENT ALONG 1 m
OF EXISTING GRAVEL ROAD) / ~ 2 0
I
I Z6.53" K
,\ R=J25.00' �� UIC TELE PEO. JJ46A
L-156.56' I I..`p
U�G POWER BON 4'F274-OC45 i
R=230. 00'
T.M. y75-47D 1\ L=150.74
N/F GOOD'
�34'32'47" t�V
WTN PROPOSED 20• ACCESS EASEMENT
PARCEL 'A" '�\ A'07,5�W ryry/ N1 Vy' (ALONG ¢ OF EYJS17NG GRAVEL ROAD.) i
,1\ y69�fi V 6g / *
" ' .9/,,`r�
5 3 N 563815E `
R=56. 00' t i5- yb 9'
L=160.01' 984 /,q M7M
6-163.42'33" / / y, s t 54.68 _
R=60000' % // / Y 650.01'
33r E ' L-354.97' "-S 89'J707 W
5 42 �JJ•SJ'49SEE DETAIL
N 760 \ LIMITED ACCESS
722.66 17W LINE
43'S j2323D W n;
Fn >.INTERSTATE ROUTE 64
MOW. (VARIABLE W107H R/W)
EDGE OF PAVEMENT—ti--
- W. B. L. —
GRAPHIC SCALE
x000 1.eoo
( IN FEET )
1 inch = 200 ft.
NOTE: FOR EROSION CONTROL PURPOSES ONLY,
®MxAR cm u+o
tco
SF
N*o mcucx. EITEND.
DETAIL- SILT FENCE
NO SCALE
NOTE•
SOILS FOR THIS SITE ARE CLASSIFIED AS A 36C HAYESWL.LE
LOAM, RED CLAY AND CLAY LOAM MTH SLOPES OF 7R TO 15R
THE LEASE AREA IS PAR77ALLY WOODED KITH MATURE GROW7I,
TEMPORARY SEEDING SEQUENCE
A. SEEDING SCHEDULE: DISTURBED AREAS WILL BE SEEDED WITHIN 30 DAYS AFTER GRADING
IN ACCORDANCE KITH BELOW.
(1) 100 POUNDS PER 1.000 SO. FT GROUND LIMESTONE OR EQUIVALENT. NO SOIL TEST IS REWIRED
FOR /N/77AL ESTABLISHMENT.
(2) 14 POUNDS OF 10-20-10 FERTILIZER OR EQUIVALENT PER 7,000 SO.. FT.
(3) VARIE77ES TO BE SEEDED:
(c) SUMMER SEEDING MAY IST - AUGUST IST, GER14AN MILLET.. 50 LBS PER ACRE.
(b) AUTUMN SEEDING AUGUST IST - FEBRUARY 28TH, 50150 MIX ANNUAL RYEGRASS &WINTER RYE
50 LBS PER ACRE.
(c) SPRING SEEDING: MARCH IST - APRIL JOTH ANNUAL RYEGRASS: 60 LBS PER ACRE.
(d) MULCH: iW POUNDS OF STRAW PER 1,000 SO. FT., ALL SEEDING IS TO BE MULCHED.
TH O
1
1
nUMCK 7�� U No. 24761
Bte rv.7r / nr N Evm'
VICINITY MAP SCALE: 1"= 2000'
RECEIVED
MINIMUM STANDARDS ®�( "') 1 111 11 1Q995
1. WTHINMANEN SEWNPOR DAYS AFTERAFNALOGRADEBIOZA IS REACHED ED SHALL
ON ANY PORTION ok -9'IIEy T ept.
ORARY SOIL STABILIZA nON SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT
MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN
JO DAYS PERMANENT STABILIZA 77ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT
DORMANT FOR NOR£ THAN ONE YEAR.
2. SEDIMENT BASINS AND TRAPS PERIMETER DIKES SEDIMENT BARRIERS AND OTHER MEASURES
INTENDED TD REAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING
ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
J. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS
DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
4. WHERE CONSTRUCnON VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS. PROVISIONS
SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICLE) 7RACKING ONTO THE
PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO PUBLIC ROAD SURFACE, THE ROAD
SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY SEDIMENT SHALL BE REMOVED FROM
THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER,
THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LANO-
DISTURBINC AC770TIES
5. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30
DAYS AFTER FINAL SITE STABILIZA 77ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER
NEEDED, UNLESS 0THERMSE AUTHOR/ZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED
SEDIMENT AND THE DISTURBED SOL AREAS RESULTING FROM THE DISPOSInON OF TEMPORARY
MEASURES SHALL BE PERMANENTLY STABEIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
GENERAL EROSION AND SEDIMENT CONTROL NOTES
1. UNLESS OPIERWSE INDICATED, ALL VEGETABLE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA7ONS VR 625-02-00
EROSION AND SEDIMENT CONTROL REGULATIONS.
2. THE PLAN ,iPPROWNG AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
PRECONSTF'UCRON CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND
DISTURBING AC770TY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
J ALL EROSIOV AND SEDIMENT CONTROL MEASURES ARE TO PLACED PRIOR TO OR
AS THE FIRST STEP IN CLEARING
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
5. THE CONTRACTOR IS RESPONSIBLE FOR /NSTALLA 770N OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTA 770N AS
DETERMINED BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY
AND AFTER EACH RUNOF-PROOUONG RAINFALL EVENT. ANY NECESSARY REPAIRS
OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES
SHALL BE MADE IMMEDIATELY.
CONTROL SEQUENCE OF CONSTRUCTION
_EROSION
1. N077FY ROBERT SHAW WITH A R MAR F COUNTY ENGINEERING DEPAR7MENT
AT 296-5861 FOR A PRECONSTRUC770N MEETING AND ON 517E VISIT ONE WEEK
PRIOR TO THE BEGINNING OF CONS7RUC77ON
2, INSTALL SILT FENCE AS PER PLANS
J. BEGIN CLEARING OF LEASE AREA.
4 BEGIN ROUGH GRADING OF BUILDING AND FENCED AREA.
5. BEGIN BUILDING AND TONER CONSTRUCTION.
6. PLACE BASE STONE ON DRIVE AREAS.
4,
7 SEED DENUDED AREAS AS SOON AS POSSIBLE AND MULCH ALL DISTURBED AREAS.
8. NO EROSION CONTROL DEVICE SHALL BE REMOVED UNTIL AN ADEQUATE STAND
OF CRASS HAS BEEN OBTAINED.
``
V
^
PERMANENT SEEDING SEQUENCE
A SEEDING SCHEDULE: DISTURBED AREAS WILL BE SEEDED WITHIN 30 DAYS AFTER GRADING
IN ACCORDANCE WITH BELOW.'
(I) 100 POUNDS PER 1,000 SO FT. GROUND LIMESTONE OR EQUIVALENT. NO SOIL TEST IS REWIRED
FOR INITIAL ESTABLISHMENT.
(2) 20 POUNDS OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 SO.. FT.
(3) VARIETIES TO BE SEEDED:
(c) SUMMER SEEDING MAY 15r - AUGUST 1ST, RED FESCUE. 4 POUNDS PER 1,000 SO. FT
(b) AUTUMN SEEDING: AUGUST 1ST - NOMWOOR 157H, KENRICKY 31 TALL FESCUE., 1-112 POUNDS
PER 1,OW SO.. FT.
(c) SPRING SEEDING MARCH IST - APRIL 30TH, SPRING OAT' 25 POUNDS PER 1,000 SO. FT.
(d) MULCH: 700 POUNDS OF STRAW PER 1,000 SO. FT, ALL SEEDING IS TO BE MULCHED.
EROSION CONTROL_ NARRA77VE
THE PROJECT CONSIST OF CONSTRUCTION OF A MONOPOLE TOWER, CONTROL BUILDING AND
IMPROVEMENT OF AN EXIS77NG GRAVEL ACCESS ROAD TO SERVE THE LEASE AREA. THIS PRO.ACT
WILL REWIRE THE CLEARING AND GRADING OF THE ENTIRE LEASE AREA OF 0.07 ACRES THE
SITE
SITS ON THE SIDE OF A MOUNTAIN WTH 8' OF FALL FROM THE FRONT TO THE BACK OF
THE LEASE AREA. TO THE SOUTH OF THE SITE IS INTERSTATE 64, TO THE WEST, NORTH AND
EAST ARE LARGE PARCELS OF LAND. AN EXISTING 60' INGRESS, EGRESS AND UTiLI TY IS
TO THE NORTH OF THE LEASE AREA WHICH SERVES THIS SITE AN EXISTING POND IS ALSO TO
THE NORTH OF THE LEASE AREA. EROSION AND SEDIMENT CONTROL MEASURES THAT
WILL BE USED TO CONTROL EROSION ON THIS SITE WILL INCLUDE SILT FENCE AND A
GRAVELED AREA. PERMANENT STABILIZATION WILL BE ACCOMPLISHED THROUGH SEEDING
AND MULCHING ALL DISTURBED AREAS. SOILS FOR THIS SITE INCLUDE HA YESVILLE 36E, RED CLAY
AND CLAY LOAM MTH SLOPES OF 7R TO 15%
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