HomeMy WebLinkAboutARB201700119 Plan - Other (not approved) 2018-05-11WESTERN ALBEMARLE HIGH SCHOOL CELL TOWER
ZONING DRAWINGS
ALBEMARLE COUNTY PUBLIC SCHOOLS
ALBEMARLE COUNTY, VIRGINIA
10/30/2017
1,
SITE DATA:
PARCEL NUMBER: 05600-00-00-01700 '
SITE ADDRESS: 5941 ROCKFISH GAP TURNPIKE '
CROZET, VA 22932
SITE AREA: 75.00 ACRES 1�
SOURCE OF BOUNDARY AND TOPOGRAPHY; TIMMONS GROUP
28 IMPERIAL DR STAUNTON VA, 24401
PN HUBER, DATED 9/15/17
PROPOSED USE: CELL TOWER
ZONING DISTRICT: RURAL AREAS
VICINITY MAP
SCALE: 1" = 2,000'
OWNER:
COUNTY OF ALBEMARLE SCHOOL BOARD
401 MCINTIRE ROAD
CHARLOTTESVILLE VA, 22902
CONTACT: JOE LETTERI
TELEPHONE: (434) 975-9340
FAX: (434) 975-9341
MILE,TONE COMMUNICATIONS:
CONTACT: CHRIS HAROLD
TELEPHONE: (703) 272-8932
EMAIL: CHAROLD@MILESTONECORP.COM
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE STE 200
CHARLOTTESVILLE, VA 22903
CONTACT: JOHN HASH, PE
TELEPHONE: 434-327-1691
EMAIL: JOHN.HASH@TIMMONS.COM
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Rhoo4 I ick TAMP
Sheet Number
Sheet Title
Z-0.0
COVER SHEET
Z-0.1
ADJOINERS EXHIBIT
Z 0.2
SURROUDING TOPOGRAPHY EXHIBIT
Z-1.0
NOTES AND DETAILS -
Z-2.0
EXISTING CONDITIONS & TREE SURVEY
Z-2.1
DEMOLITION PLAN
Z-3.0
EROSION & SEDIMENT CONTROL PLAN
Z4.0
SITE PLAN
Z-5.0
COMPOUND PLAN
Z-6.0
MONOPOLE ELEVATION PLAN
Z-7.0
SHENTEL ANTENNA DETAILS
Z-8.0
SHENTEL RADIO HEAD DETAILS
Z-9.0
SHENTEL EQUIPMENT LAYOUT PLAN
Z-10.0
SHENTEL FIBER DISTRIBUTION AND PTC CABINET DETAILS
Z-11.0
SHENTEL EQUIPMENT CABINET DETAILS
Z-12.0
COMPOUND DETAILS
NOF SHEE IS = Ib
Milestone
COMML7NICATIONS
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DRAWN BY
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DESIGNED BY
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GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE
APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK
TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY
CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER, THESE AREAS
SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE
MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
5. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS
NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF
EXPLANATION SHALL ACCOMPANY THE REVISED PLANS ANDIOR THE DRAINAGE CALCULATIONS, WHICH MUST
BE SUBMITTED AND APPROVED BY THE ENGINEER.
6. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS
IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION
OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR
UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT
1.800.552.7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING
AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.
7. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT
THE RATE OF 0.30 GALLONS PER SQUARE YARD (REG -250 PRIME COAT) PER VOOT STANDARDS AND
SPECIFICATIONS.
8. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
9. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH,
TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY
SURFACE COURSE(S), CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48
HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
10. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR
FOR ALL PAVEMENT STRUCTURAL FAILURES.
11. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT
LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE.
12. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS
AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. AND ROAD AND BRIDGE
STANDARDS.
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE
WEEK PRIOR TO THE FINAL INSPECTION,
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE 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. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE
PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL
SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE
PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN
APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES
DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS
ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT
MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING
ORDINANCE SECTION 5.1,28,
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13.301 OF THE CODE OF
ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED
TO THE HOURS OF 7:OOAM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL
SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND
STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR
COLLAPSE.
16, THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO
PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL
MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER
PORTION OF THE PROPERTY,
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75
LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL
RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY
THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT BOLBS/100SF.
ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH.
AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4.6
INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10.20.10 NUTRIENT
MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR
TALL FESCUE AND 0.5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE
APPLIED AT 80LBSI100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
INSPECTOR.
19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY
DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS
SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED
AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND
DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED
IMMEDIATELY,
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF
FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE
COUNTY EROSION CONTROL INSPECTOR.
Collocation & Modification Application Form
M:Iestone SitelD Western Albemarle HIS
Mf�ESrOIIf Application Date 9/20/20171A liration A)
TOWER EQUIPMENT
Weighl
Heighl
Width
Contact Name
Ro er Hu hett
Carrier Name
Shentel
Landowner
Albemarle Co. School Board
Sita AcR. Firm
Network euildin &Consultin
Carrier Site lD
69262 Western Al bemarle
Address
5961 Rockfish Ga TPKE
Phone
416935-4352
Legal Entity Name
Shenandoah Personal Communications, LLC
City, State, Zip
Crozet, VA 22932
Email
rhu hett2 nbclle.com
Address
5005hentel Way,PO Box 459
Latitude
38.0473527.
3
RV4PX310R-V2 86.0
City, State, Zip
[Edinburg,VA22824
Longitude
78.7025555.
Lease Areal
20' x 10'
Sheller or Cabs
Cabinets - Up to 4 minimum
1-1114111
Power Provider
Daminlon Virginia Power
Lease Areal
•
Genemtnr(ye.s/nn)
IN.
Telco Provider
TRD
Lease Area
x
Fuel Type1
3
Nokia-RRH-4x45 62.7
�' Iffl,
Rad Centa(;)
13S'
FREQUENCIES USED
Transmit(MHz)
TX1930.1911/TX862869/TX/RX24962690
For mod applications show all
Azimuths
3G/150/270
Receive (MHz)
RX1850-1915/RX817824
Nokia-RRH-2x50 50.7
15.8"
TOWER EQUIPMENT
Weighl
Heighl
Width
Depth
Status
Count
Equi ment Type&Model (Ibs)
(in)
(i n)
(in)
New
3
Commsco e-Panel-TTTT65AP-1XR 33.0
63.3"
12.0
4.6"
Please incl uda any mounti ng
New
3
RV4PX310R-V2 86.0
99.7"
13.8"
8.2"
hardware, mast pipes, etc.
New
3
Nokia-RRH-4x30 53.0
21.2"
12.0"
7.2"
New
3
Nokia-RRH-4x45 62.7
25.1"
11.1"
10.7"
For mod applications show all
New
3
Nokia-RRH-2x50 50.7
15.8"
13.0"
10.0"
existing equipment to remain
New
3
Nokia-RRH-8x20 70.6
26.2"
18.5"
6.7"
as well as new.
New
3
Amphenol-AFOP-NTHYB-RS.GAWG/H hHd Cables
L4G"OD
New
.1/1
Nexans-SF/UTP CAT5E Cable/02-G50/FSN(ZN)H-G60 Fiber CzdCAT5E-OD Max=6,9mm
Fiber-6mm
Specific manufacturer and model p of
New
.1/1
RFS SB3-W10DAMPT 3'MW/ALU 950OMW Radio MW 50.71 IIbj
Radio9.2"13.21bs RaclloS.2"Ifl
platform/standoff mounts must be provided
(Manufacturer, Model, Face Width,
Specific manufacture and model 1,1 mount/platform Handrail Kit, Double Collar Brace Support, etc)
New 1 Commscope-MC-PKB-e/Platform Platform
New 1 Commsco a-MT-195-8/Rail Kit EPA
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STAND
TREE SURVEY INFORMATION
S,e/lype
Ground Ele
Top Tree Eev T e Height
708 8'PINE
6877'
745 5'MAPLE
681.2'
5"MAPLE
684.9'
709 16"PINE
686.9'
746 12'DEAD PINE
631.6'
.7. MAPLE
6854'
770 Y2 "PINE
6860'
747 4'MAPLE
FZZ
5"4fAPLE
684.5'
.'11 7'WHITE OAK
685.7'
748 6"MAPLE
6"81.4'
4"MAPLE
6838'
712 4"MAPLE
6870'
749 5"MAPLE
681.0'
7• P/NF
684.5'
71.3 3"MAPLE
684.7'
750 3"MAPLE
680.4'
17' PINE
6852'
714 14"DEADPINE
683.9'
751 3'MAPLE
6504'
5"MAPLE684.0'
715 4 -MAPLE
6834'
752 4'BE4CH
6845'
3"HICKORY
652.8'
716 4'MAPLE
682.4'
753 5"HICKORY
885.1'
3"DOUBLEPOPLAR
683.5'
717 5'MAPLE
681.4'
754 2"CEDAR
n85.3'
5. POPLAR
683.3'
718 7'MAPLE
681,2' 7292' 48'
755 5"MAPLE
68.50'
70'PINE
6830'
719 8'PINE
687.3'
756 4"MAPLE
6852'
4"MAPLE
682.7'
720 2"MAPLE
6828'
757 5"MAPLE
666.4'
5"MAPLE
681.8'
721 6'MAPLE
681.0'
758 5"WHITE OAK
686.0'
3'HICKORY
581.6'
722 5"POPLAR
680.7'
759 "PINE
5666'
5. MAPLE
6825'
723 6"POPLAR
580.r
760 3"CEDAR
51364'
14"DEAD PINE
6833'
724 12"DEAD PINE
682.7
761 7'PINE
1+96.5'
10"DEAD PINE
683.8'
725 3'MAPLE
681.1'
762 13"MULBERRY
686.5'
738.9'
10 DEADPINE
864.3'
726 3"MAPLE
6808'
76'3 3: DECEO.
687.2'
3" MAPLE
683 1'
727 14PINE
"
681.1'
764 5PINE
687.4'
3"MIAPLE
682. f'
?28 14' PINE
680 4'
765 5" PINE
687 3'
4"OGUBLEMAPLE
6825'
129 4"MAPLE
6806'
766 6"PINE
.(5871'
4- MAPLE
664.2'
730 o""MAPLE
6799'
757 3"MAPLE
656.8'
5'MAPLE
685.1'
731 9'POPLAR
679.9' 739' 59.;"
766 3"WHITE OAK
687.2'
26. PI
686.3'
766.2' 79.9'
769 4'POPLAR
'873'
3"CEDAR
685.3'
732 3'MAPLE
679.4'
770 3"CEDAR
687.2'
2" MAPLE
686.4'
733 26"DEAD PINE
681.4'
771 8"PINE
688.3'
4"WHITE OAK
686.8'
734 71'DEAD PINE
661.6'
712 3"WHITE OAK
6879'
3'WHITE OAK
6867'
735 6'MAPLE
682.0'
773 9"WHITE OAK
688.3'
2"CEDAR
686.6'
736 14 -DEAD PINE
682.4'
774 3'MAPLE
687.9'
22 "POPLAR
687.8'
770.8' 83'
737 15'DEAD PINE
683.4'
775 2'CEDAR
6878'
6. PINE
6865'
738 6'MAPLE
683.3'
776 ;2 DEAD PINE
667.8'
5" MAPLE
686.6'
739 7" MAPLE
682 9'
777 16' MAPLE
688.6'
742' 53.4'
2"CEDAR
686.3'
740 8"MAPLE
6834'
778 d"MAPLE
688.0'
9"PINE
6863'
741 3"HICKORY
682.4'
779 2"MAPLE
6883'
3'DOUBLEMAPLE
686.1'
742 5. MAPLE
681,9'
780 A".MAPLE
688.6'
3"CEDAR
685.2'
743 2" MAPLE
681.8'
BART 1 POPLAR
93'
15 PINE
6874'
750r 63.3'
744 2"MAPLE
681.1'
SART2 WALNUT
60.3'
8"DOUBLEPOPLAR
6877'
5" CEDAR
688.0'
7" HICKORY
688.0'
4"HICKORY
6874'
4'MAPLE
6873'
5'PINE6877r
III WHITE OAK
6877'
743.7 56'
L
524,
LEGEND
Z ELECTRIC VAULT
0 ELECTRIC BOA
- LIGHTPOLE -
W SANITARY CLEANOUT
fJ UTILITYPOLE
EDGE OF ASPHAL T PA VEMENT
FENCE
TREELINE
THIS TOPOGRAPHIC SURVEY WAS COMPLETED
UNDER THE DIRECT AND RESPONSIBLE CHARGE OF
PAUL HUBER FROM AN ACTUAL GROUND SURVEY
MADE UNDER M`! SUPERVISION; THAT THE
ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING
DATE; SEPTEMBER 15, 2017. THIS BASE -MAP AND
DIGITAL GEOSPATIAL DATA INCLUDING METADATA
MEETS MINIMUM ACCURACY STANDARDS UNLESS
OTHERWISE NOTED.
GRAPHIC SCALE
0 20' 40'
•i
NOTES
f. OWNER' THE ALBEMARLE COUNTYSCHOOL BOARD, D B. 506 PG
311. TAY PARCEL NO. 05600-00-00-01706, 401 MCINTIRE ROAD.
2. HORIZONTAL DATUM IS BASED ON NAD 63 (NA2011) VIRGINIA STATE
GRID. SOUTH ZONE DATUM ESTABLISHED THROUGH LEICA Sm r1NET
REFERENCING STATION LOY7. CHARLOTTESVILLE VA.
3. TOPOGRAPHIC DATA DEPICTED BASED ON A CURRENT FIELD
SURVEY SY THIS F/RAlt COMPLETED SEPTEMBER 15, 2017.
4. THIS IS NOTA BOUNDARY SURVEY. NO TITLE REPORT FURNISHED.
PROPERTY LINE SHOWN BASED ON RECOVERED MONUMENTS NEAR
SITE AREA
5 TREE ELEV4 TIONS PROVIDED BY BARTLETT TREE EXPE.R'S
CHARLOTTESVILLE. VA.
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STAND
TABLE 3.31-13
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
PLANTING DATES SPECIES RATE (LBS./ACRE)
SEPT. 1 - FEB. 15 50/50 MIX OF
ANNUAL RYEGRASS
(LOLIUM MULTI-FLORUM)
& 50-100
CEREAL (WINTER) RYE
(SECALE CEREALE)
FEB. 16 -APR. 30 ANNUALRYEGRASS 60-100
(LOLIUM MULTI-FLORUM)
MAY 1 -AUG. 31 GERMAN MILLET 50
(SETARIA ITALICA)
8
3.31
TEMPORARY SEEDING PLANT MATERIALS
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
TOTAL LBS. PER ACRE
MINIMUM CARE LAWN
COMMERCIAL OR RESIDENTIAL 175.200 LBS.
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
IMPROVED PERENNIAL RYEGRASS 0-5%
KENTUCKY BLUEGRASS G-5%
GENERAL SLOPE (3:1 OR LESS)
KEN7UCKY3I FESCUE 128 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP • 20 LBS.
150 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1)
KENTUCKY 31 FESCUE 108LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP20 LBS.
CROWNVETCH'" 20 LBS.
150 LBS.
• USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES
AS STATED BELOW:
FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE
MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RVE
NOVEMBER THROUGH FEBRUARY 1 STH ........................ WINTER RYE
•' SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU
W
OF CRONVETCH, INCREASE RATE TO 30 LBSJACRE. ALL LEGUME SEED
MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE
ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER
SEEDING PERIODS; ADD 10-20 LBSJACRE IN MIXES.
PS 3.32
L
I CONC. PEDESTALS
SUPPORTING BEAMS i TYP) = /
1. SET THE STAKES.
2. EXCAVATE A 4'X 4' TRENCH UPSLOPE
ALONG THE LINE OF STAKES.
8
i
CE
FLOW
14.
ANO COMPACT THE
3. STAPLEFILTER MATERIAL TO STAKES AND
EXTEND IT INTO THE TRENCH.
lme�
4. BACKFILL
EXCAVATED SOIL.
FLOW /
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
3'
I
FLOW
A B
MqX.
A
OPERMANENT
SEEDING
POINTS A SHOULD BE HIGHER THAN
POINT R.
SILT FENCE (WITHOUT WIRE SUPPORT)
ND ScB18
79 MIN
5:1 / -EXISTING
PAVEMENT
FILTER MOUNTABLE
CLO mid. BERM
EXISTING GROUND SIDE ELEVATION (OPTIONAL)
MIN.-
PAVEMENT
VDOT#1 COARSE -I` ''0'MIN"
AGGREGATE L
MUST EXTEND FULL WIDTH OF INGRESS AND
EGRESS OPERATION.
•"10' TO BE CAPPED WITH 4" MIN. DEPTH #68 OR #78
AGGREGATE AS SHOWN IN THE VDOT STABILIZED
CONSTRUCTION ENTRANCE ENTRANCE DETAIL (EC -11)
PLAN VIEW
1T MIN.
I' 3'MIN.
3"MIN.
FILTER CLOTH SECTION A -A
6-j"
REINFORCED CONCRETE DRAIN SPACE
SECTION B -B 3.02-1
STONE CONSTRUCTION ENTRANCE
LEGEND:
CRITICAL SLOPES
6ART 1 av
MINIMUM STANDARDS: �- CONCRETE SHOT PUT
PAD
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE
FOLLOWING CRITERIA, TECHNIQUES AND METHODS:
MS. I'
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL
GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN
DAYS TO DENUDED AREAS T HA'T MAY NOT BE A7 FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS.
PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED
WITH SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY
TRANSPORTED FROM THE PROJECT SITE.
MS -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY
STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED
THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION,
MS -4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP
SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL
BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
MS -5. STABILIZATION MEASURES SHALL BE APPLIED 70 EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS
IMMEDIATELY AFTER INSTALLATION.
MS -6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE
AREA TO BE SERVED BY THE TRAP OR BASIN.
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND
THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR
EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT
BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN
THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS
USED IN RUNOFF CALCULATIONS SHALL CORRESPOND 70 A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO
EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT
ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH
ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
MS -8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
N
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE
TREATED TO REMOVE SEDIMENT.
MS -11. BEFORENEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE
OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE
CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT,
CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING
CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS.
EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.
MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH
PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE
WATERCOURSES SHALL BE MET.
MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS
COMPLETED.
MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO
OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE Of TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT
TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS
OR OFF-SITE PROPERTY.
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND
PROMOTE STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
MS -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO
VEHICULAR PAVED SURFACE. WHERE EDIMENTI
EINE TRA SEDIMENT BY ICULAR TRACKING ONTO THE SU AC S S
MINIMIZE NS F S
PORT 0
ROAD SULFA SHALL BE LEANED THOROUGHLY AT THE
PORTED 0 R PUBLIC R CE THE ROAD SURFACE C
TRANS Y. A PAVED 0
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 DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING
ACTIVITIES,
MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE
STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE
LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
MS-19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT
DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER
RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND
CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS.
CIL PROPOSED MONOPOLE
N - 3905079.125
E - 11424654.801
LAT.'t 38'02'51.44"
LONG: t-78°42'06.32"
GRAPHIC SCALE
Q 20' 40'
EROSION AND SEDIMENT CONTROL NOTES:
EROSION AND SEDIMENT CONTROL MAINTENANCE
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE
CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS.
STRUCTURAL PRACTICES:
7 HALL BE PROVIDED AT
1. TEMPORARYCONSTRUCTIONINDICATED
ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE S
THE LOCATION INDICATED ON THE PLANS. RIS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT
CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY
MOTOR VEHICLES OR RUNOFF.
2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH
MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO
INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE
SITE.
3. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND
AIR MOVEMENT.
VEGETATIVE PRACTICES:
1. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS
SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF
THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED.
2. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY
PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY.
MANAGEMENT STRATEGIES
1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY
FOLLOWING INSTALLATION.
2
PROVIDE TEMPORARY SEEDING OR
OTHER STABILIZATION IMMEDIATELY MEDIATELY AFTER GRADING.
UTI
FOR CITIES
AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE
3. ISOLATE TRENCHING 0
PERIMETER CONTROLS.
4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED
TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW.
PERMANENTSTABILIZATION
ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SMALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY
FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING.
SEED TYPE SHALL
BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR
SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE
SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED
SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING.
TH OF G
n t
KNHA, 7,
Lic. No. 31971 �
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DATE
10/30/2017
DRAWN BY
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DESIGNED By
1. SHOWALTER
CHECKED BY
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GRAPHIC
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CE
CONSTRUCTION ENTRANCE
3,02
SILT FENCE
3.05
OTEMPORARY
SEEDING
3,31
OPERMANENT
SEEDING
3.32
MU
MULCHING
3.35
pp
DUST CONTROL
3.39
LIMITS OF CLEARING AND GRADING
-"VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK" SPECIFICATION NUMBER
EROSION AND SEDIMENT CONTROL NOTES:
EROSION AND SEDIMENT CONTROL MAINTENANCE
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE
CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS.
STRUCTURAL PRACTICES:
7 HALL BE PROVIDED AT
1. TEMPORARYCONSTRUCTIONINDICATED
ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE S
THE LOCATION INDICATED ON THE PLANS. RIS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT
CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY
MOTOR VEHICLES OR RUNOFF.
2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH
MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO
INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE
SITE.
3. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND
AIR MOVEMENT.
VEGETATIVE PRACTICES:
1. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS
SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF
THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED.
2. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY
PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY.
MANAGEMENT STRATEGIES
1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY
FOLLOWING INSTALLATION.
2
PROVIDE TEMPORARY SEEDING OR
OTHER STABILIZATION IMMEDIATELY MEDIATELY AFTER GRADING.
UTI
FOR CITIES
AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE
3. ISOLATE TRENCHING 0
PERIMETER CONTROLS.
4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED
TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW.
PERMANENTSTABILIZATION
ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SMALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY
FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING.
SEED TYPE SHALL
BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR
SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE
SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED
SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING.
TH OF G
n t
KNHA, 7,
Lic. No. 31971 �
10%30(17
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00
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DATE
10/30/2017
DRAWN BY
J. SANDERS
DESIGNED By
1. SHOWALTER
CHECKED BY
J. HASH
GRAPHIC
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LEGEND:
CRITICAL SLOPES
BART
)H �
30 ..
��,�
1 >51
1 '�l:-7T3
`iiiiii'`��"'��� ' 790
TEMPORARY 38X78' CONCRETE PAD FROM er1^f7zs `
CONSTRUCTION / - - _ _ =a e 1;4 �n7sr \
EASEMENT MONOPOLE AND LEASE AREA.
REPLACE FENCE
PROPOSED TEMPORARY 10ONCE GRAVEL IS '�ma'Z 7
WIDE GRAVEL CONSTRUCTION REMOVED_ Q CA PROPOSED MONOPOLE
ACCESS ROAD. REMOVE _ _ - _ _ - N-3905079.125
GRAVEL ONCE CONSTRUCTION PROPOSED PERMANENT 10' 1-�\�� _� • . \ E T 1434 02801 "
REPLACE FENCE IS COMPLETE WIDE GRAVEL ACCESS ROAD J �f�7 �t '�
LONG t -78'42' 08.32"
ONCE GRAVEL IS UNDER EXISTING BLEACHERS
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�ViilPilOr)P Application Date 19120/2017 (Application A)
TOWER EQUIPMENT
/ Weight
Height
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•
Contact Name
•
Ro er Hu heft
Carrier Name
Shentel
Landowner
Albemarle Co. School Bard
Site Acq. Firm
Network Buildin &Consultin
Carrier Site lD
69242 Western Albemarle
Address
Zr41Rockfish Gap TPKE
Phone
410.9354352
legal Entity Name
Shenandoah Personal Communications, LLC
City, State, Zip
Crozet, VA 22932
Email
rhu hett2 nbcllc.com
Address
SCOShentel Way, PO Boz 459
Latitude
38.0473527.
99.7"
13.8"
City, State, Zip
Edinburg, VA 22824
Longitude
78.7025555.
Lease ArealZO'
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Cabinets -U to 4 minimum
Power Provider
Dominion Vir Iola Power
Lease Area l
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Generator (yes/no)
No
Telco Provider
TBD
Lease Area 3
x
Fuel Type
11.3"
For mod applications show all
Had Center(,)
•135'
EREQUENCIES USED
Transmit(MHz)
TX1930-1995/TX862-869/TX/RX2496-2690
3
Nokla-RRH-2x50 50.7
Azimuths
30/150/270
Receive (MHz)
RX7850-1915'RX817-924
New
TOWER EQUIPMENT
/ Weight
Height
Width
Depth
Status
Count
Equipment Type&Model
in)
(In)
(in)
New
3
Commscope-Panel-TTTi65AP-1XR
63.3"
12.0"
4.6"
Please include any mounting
New
3
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RVVX310R-V2 �c2
99.7"
13.8"
82"
hardware, mast pipes, etc.
New
3
Nokia-RRH-4x30
21.2"
12.0"
7.2"
New
3
Nokia-RRH-4x45 62.7
25.1"
11.3"
For mod applications show all
New
3
Nokla-RRH-2x50 50.7
15.8"
13.0"
10.0
existing equipment to remain
New
3
Nokia-RRH-8x20 70.6
26.2"
18.5"
6.T'
as well as new.
New
3
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1.46"0D
New
.1/1
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Fiber-6mm
Specific manufacturer and model p of
New
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RF5593-WSOONMPT3'MW/ALU9SO0 MW Radio MWSO.711b
Radio9.2" 13.2lbs Radio 9.2" Radio 5.9"
platform/standoff mounts must be provided
(Manufacturer, Model, Face Width,
S ecific manufacture and model N of mount/latform
Handrail Kit, Double Collar Brace Support, etc)
1
Commscope-MC-PK8-8/Platform
Platform
New
1
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EPA
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ITEM '.PART NO ............. DESCRIPTION QTY. WEIGHT REvwow
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7 SGB -041 a5 1/2"X1-1/2"GALV BOLT KIT _ 12_ _0.13 LBS_!
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