HomeMy WebLinkAboutARB201700040 Plan - Revision 2017-06-27verizonit
DIRECTIONS FROM GOODIES BRIDGE SWITCH (2501 GOODIES BRIDGE RD., RICHMOND, VA 23224):
TURN RIGHT ONTO GOODIES BRIDGE RD TOWARDS ELK RD 0.4 MI.; TURN RIGHT ONTO US-360 E / HULL STREET RD 0.2 MI.;
TURN RIGHT TO MERGE ONTO VA-150 N / CHIPPENHAM PKWY VIA THE RAMP TO 1-95 N / POWHITE PKWY 0.1 MI.; MERGE
ONTO VA-150 N / CHIPPENHAM PKWY 3.2 MI.; TURN RIGHT TO MERGE ONTO VA-76 N / POWHITE PKWY 2.6 MI.; KEEP LEFT
TO CONTINUE ON VA-76 N TOWARD 1-195 N / 1-64 W / 1-95 N / CHARLOTTESVILLE / WASHINGTON 0.9 MI.; CONTINUE ONTO
1-195 N 2.2 MI.; KEEP LEFT TO TAKE 1-64 W 0.5 MI.; MERGE ONTO 1-64 W 64.2 MI.; TAKE EXIT 121 FOR VA-20 TOWARD
CHARLOTTESVILLE / SCOTTSVILLE 0.2 MI.; TURN LEFT ONTO VA-20 S 0.7 MI.; CONTINUE STRAIGHT TO STAY ON VA-20 S 7.8
MI.; TURN LEFT INTO DRIVEWAY 1400 FT.; THE SITE IS LOCATED ON THE RIGHT.
DIRECTIONS
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SITE LOCATION 3
C
VICINITY MAP
N.T.S.
T
r
CARTERS BRIDGE
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
E911 ADDRESS YES ® NO ❑
PROJECT DESCRIPTION
THE SITE WILL CONSIST OF OF A NEW 30'X45' LEASE AREA AND AN 20'X35' FENCED
COMPOUND. LOCATED WITHIN THE FENCED COMPOUND WILL BE A NEW 106'
MONOPOLE, EQUIPMENT PLATFORM, GENERATOR AND H-FRAME.
UTILITIES INFO: 2 WORKING DAYS EMERGENCY INFO:
BEFORE YOU DIG
POWER: DOMINION VIRGINIA POWER 811 JURISDICTION:
866.366.4357 TOLL FREE ALBEMARLE COUNTY
TELEPHONE: EMBARQ MISS UTILITY LOCAL FIRE AND RESCUE:
434.974.6928 434.296.5833
NATURAL GAS: CHARLOTTESVILLE GAS LOCAL POLICE:
PROJECT T751
434.970.3800 434.977.9041
REAL ESTATE: HARRY CALLAWAY
PHONE
NUMBER:
757.240.7367
ZONING: STEPHEN WALLER
PHONE
NUMBER:
434.825.0617
CONSTRUCTION: STEVEN POOCE
PHONE
NUMBER:
540.290.6704
UTILITIES: RICK GLISSON
PHONE
NUMBER:
804.658.6871
ENVIRONMENTAL CONSULTANT: ANDREW HENDRICKS
PHONE
NUMBER:
703.478.0055
REV. NO. DESCRIPTION
0 FOR CONSTRUCTION
A & E CONSULTING TEAM
DEWBERRY ENGINEERS INC.
4805 LAKE BROOK DRIVE, SUITE 200
GLEN ALLEN, VA 23060
PHONE # 804.205.3337
CONTACT: DEREK MARSHALL, PE, LEED AP
LAND SURVEYOR:
DEWBERRY CONSULTANTS INC.
4805 LAKE BROOK DRIVE, SUITE 200
GLEN ALLEN, VA 23060
PHONE # 804.205.3335
CONTACT: BRIAN LONG
BY DATE
HGS 06/27/17
REV. NO. DESCRIPTION
PROJECT SUMMARY
PROPERTY OWNER:
LLANDAFF LC
234 VINEYARD LANE
AFTON, VA 22920
PROJECT INFO:
LOCATION NAME: CARTERS BRIDGE
SITE ID: 1660553
APPLICANT INFO-
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
PHONE: 804.218.5462
CONTACT: MARC CORNELL
PROJECT DATA:
ZONED: RA, EC
PARCEL ID: 11200-00-00-00900
ACREAGE: 19.80
SITE TYPE: RAWLAND
TOWER TYPE: MONOPOLE TOWER HEIGHT: 106'
OVERALL STRUCTURE HEIGHT: 108'
LEASE AREA: 1350 SF
AREA OF DISTURBANCE: 2080t SF
CENTER OF PROPOSED TOWER*:
LATITUDE: 37' 54' 52.05" N
LONGITUDE: 78' 32' 40.39" W
ELEVATION: 531' AMSL
*PER DEWBERRY 2C LETTER DATED 1/5/17
THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIRC SITE AND ITS
SITE CONDITIONS AND IS NOT TO BE USED FOR ANOTHER SITE OR WHEN
OTHER CONDITIONS PERTAIN. REUSE OF THIS DOCUMENT IS AT THE SOLE
RISK OF THE USER.
A.D.A. COMPLIANCE:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.
BY DATE
INDEX OF DRAWINGS
SHT.
NO.
DESCRIPTION
T-1
TITLE SHEET
G-1
GENERAL NOTES
G-2
EROSION CONTROL NOTES
C-0
AREA MAP
C-1
EXISTING CONDITIONS
C-2
EXISTING VEGETATION PLAN
C-3
OVERALL SITE PLAN
C-4
ENLARGED SITE PLAN
C-5
ELEVATION
C-6
GRADING & EROSION CONTROL PLAN
C-7
CONSTRUCTION DETAILS
C-8
CONSTRUCTION DETAILS
C-9
VFP EQUIPMENT PLATFORM DETAILS
C-10
VFP EQUIPMENT ELEVATION DETAILS
E-1
RISER DIAGRAM & GROUNDING SCHEMATIC
E-2
GROUNDING PLAN
E-3
GROUNDING DETAILS
verizon,wl
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
BRIDGE
CONSTRUCTION DRAWINGS
1 0 106/27/17 IFOR CONSTRUCTION 1
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suke 200
Glen Allen, VA 23060
Phone: 804.290.7957
804.290.7928
www .d—beny.—
�MARSHALL
LiG No. 4 8810
a6/27/17 A
DRAWN BY:
ARB
REVIEWED BY:
BAR
CHECKED BY:
DRM
PROJECT NUMBER:
50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
TITLE SHEET
SHEET NUMBER
T-1
GENERAL CONSTRUCTION NOTES:
1. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH VERIZON
WIRELESS SPECIFICATIONS.
2. CONTRACTOR SHALL CONTACT "MISS UTILITY" (1-800-552-7001) FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS.
4. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR
WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER.
5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
6. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.
7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
8. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS:
LATERAL BRACING, ANCHOR BOLTS, ETC.
9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK.
10. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER
PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR
TO PROCEEDING.
11. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS.
12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE
SATISFACTION OF THE VERIZON WIRELESS CONSTRUCTION MANAGER.
13. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT.
14. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR WILL NOTIFY ENGINEER, VERIZON WIRELESS PROJECT
CONSTRUCTION MANAGER, AND LANDLORD IMMEDIATELY.
15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.
16. ALL ROOF WORK SHALL BE DONE BY A QUALIFIED AND EXPERIENCED ROOFING CONTRACTOR IN COORDINATION WITH ANY CONTRACTOR WARRANTING THE
ROOF TO ENSURE THAT THE WARRANTY IS MAINTAINED.
17, CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY.
15. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS
OF THE FACILITY.
19. CONTRACTOR SHALL FURNISH VERIZON WIRELESS WITH THREE AS -BUILT SETS OF DRAWINGS UPON COMPLETION OF WORK.
20. ANTENNAS AND CABLES ARE TYPICALLY PROVIDED BY VERIZON WIRELESS. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON
WIRELESS PROJECT MANAGER TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED BY VERIZON WIRELESS. ALL ITEMS NOT PROVIDED BY VERIZON
WIRELESS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED BY VERIZON WIRELESS.
21. PRIOR TO SUBMISSION OF BID, CONTRACTOR WILL COORDINATE WITH VERIZON WIRELESS PROJECT MANAGER TO DETERMINE IF ANY PERMITS WILL BE
OBTAINED BY VERIZON WIRELESS. ALL REQUIRED PERMITS NOT OBTAINED BY VERIZON WIRELESS MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR.
22. GENERAL CONTRACTOR SHALL HAVE A LICENSED HVAC CONTRACTOR START THE HVAC UNITS, SYNCHRONIZE THE THERMOSTATS, ADJUST ALL SETTINGS ON
EACH UNIT ACCORDING TO VERIZON WIRELESS CONSTRUCTION MANAGER'S SPECIFICATIONS, AND THOROUGHLY TEST AND BALANCE EACH UNIT TO ENSURE
PROPER OPERATION PRIOR TO TURNING THE SITE OVER TO OWNER.
23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON WIRELESS SPECIFICATIONS AND REQUIREMENTS.
24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
25. UNLESS OTHERWISE NOTED VERIZON WIRELESS SHALL PROVIDE ALL REQUIRED RE MATERIAL FOR CONTRACTOR TO INSTALL, INCLUDING ANTENNAS, ThWS,
BIAS-YS, COMBINERS, PDU, DC BLOCKS, SURGE ARRESTORS, GPS ANTENNA. GPS SURGE ARRESTOR, COAXIAL CABLE.
26. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE PROVIDED BY VERIZON WIRELESS FOR INSTALLATION BY CONTRACTOR.
27. CONTRACTOR SHALL FURNISH AND INSTALL ANTENNA PLATFORM.
28. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO VERIZON WIRELESS SPECIFICATIONS,
AND AS SHOWN IN THESE PLANS.
29. EQUIPMENT CABINET FRAME/SHELTER SHALL BE ANCHORED TO FOUNDATION PER MANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH THE VIRGINIA
STATE BUILDING CODE.
30. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT.
31. CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION STARE, MORE SPECIFICALLY BEFORE; SEALING
ANY FLOOR, WALL OR ROOF PENETRATION, FINAL UTILITY CONNECTIONS, POURING CONCRETE, BACKFIWNG UTILITY TRENCHES AND STRUCTURAL POST OR
MOUNTING CONNECTIONS, FOR ENGINEERING REVIEW AND INSPECTION.
32. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND
SHALL PROVIDE ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING AND FIRE PREVENTION,
TEMPORARY SHORING, SCAFFOLDING, TRENCH BOXES/SLOPING, BARRIERS, ETC.
33. DETECTION WIRE SHALL BE BURIED DIRECTLY ABOVE NON-METALLIC PIPING AT A DISTANCE NOT TO EXCEED TWELVE (12) INCHES ABOVE THE TOP OF
PIPE. THE WIRE SHALL EXTEND CONTINUOUSLY AND UNBROKEN FROM POINT OF ACCESS TO POINT OF ACCESS. THE ENDS OF THE WIRE SHALL
TERMINATE WITH A MINIMUM OF THREE (3) FEET OF WIRE, COILED, REMAINING ACCESSIBLE AT TERMINATION POINTS. DETECTION WIRE SHALL BE 12
GAUGE FOR A BURIED DEPTH OF LESS THAN 4 FEET AND 4 GAUGE FOR A BURIED DEPTH GREATER THAN OR EQUAL TO 4 FEET.
STRUCTURAL NOTES:
1. AS REQUIRED UNDER THE STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNA, ANSI/TIA-222-G, VERIZON WIRELESS SHALL
PROVIDE A STRUCTURAL ANALYSIS OF THE TOWER PREPARED BY A LICENSED STRUCTURAL ENGINEER (LICENSED IN THE PROJECT STATE) CERTIFYING THAT
THE EXISTING TOWER AND ANY REQUIRED IMPROVEMENTS AND REINFORCEMENTS HAVE SUFFICIENT CAPACITY TO SUPPORT ALL EXISTING AND PROPOSED
ANTENNAS, SUPPORTS AND APPURTENANCES AND COMPLIES WITH THE CURRENT STATE BUILDING CODE AND EIA -nA CRITERIA THE CONTRACTOR IS
RESPONSIBLE TO CONFIRM THAT ANY IMPROVEMENTS AND REINFORCEMENTS REQUIRED BY THE STRUCTURAL ANALYSIS CERTIFICATION ARE PROPERLY
INSTALLED PRIOR TO THE ADDITION OF ANTENNAS, SUPPORTS AND APPURTENANCES PROPOSED ON THESE DRAWINGS OR OTHERWISE NOTED IN THE
STRUCTURAL ANALYSIS.
2. FOR STRUCTURAL MODIFICATIONS REQUIRING FIELD WELDING; THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND IMPLEMENTING
ALL INDUSTRY STANDARDS FOR PROTECTION OF ALL EXISTING PROPERTY AND PERSONNEL FOR DAMAGE OR HARM. ALL PROPERTY DAMAGED DURING
CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE OWNER.
FOUNDATION NOTES:
1. BEAR NEW FOUNDATION ON EXISTING SOIL REMOVE ANY LOOSE FILL AND ORGANIC MATERIAL PROOF COMPACT PREPARED FOOTING BOTTOM WITH MINIMUM
OF 4 PASSES OF A VIBRATORY PLATE COMPACTOR. REMOVE ANY LOOSE OR SOFT AREAS AND REPLACE WITH STRUCTURAL FILL.
2. STRUCTURAL FILL MATERIAL BENEATH SLABS -ON -GRADE SHALL CONSIST OF WELL -GRADED GRANULAR SOIL WITH LESS THAN 15% NON -PLASTIC FINES AND
A MAXIMUM PARTICLE SIZE OF 4-INCHES. FILL SHOULD BE PLACED IN MAXIMUM LIFT HEIGHTS OF 8-INCHES (LOOSE) AND COMPACTED TO 95% OF ITS
MAXIMUM DRY DENSITY AT t2% OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE STANDARD PROCTOR TEST.
3. FOUNDATION SHALL BE LOCATED ON SOIL WITH A MINIMUM BEARING CAPACITY OF 20DO PSF (•.9., UNITED SOIL CLASSIFICATION SYSTEM [ASTM DESIGNATION
D-24871 GROUP SYMBOLS: GW, GP, GM, GC, SW, SP, SM, SC). ENGINEER SHALL BE NOTIFIED IF SOIL BEARING CAPACITY IS LESS THAN 2000 PSF.
CONCRETE AND REINFORCING STEEL NOTES:
I. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF ALL APPLICABLE CODES INCLUDING: ACI 301
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE".
2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND SUBMITTED TO ENGINEER PRIOR TO PLACING CONCRETE.
3. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (+/- 1.5%) WITH A MAXIMUM 4" SLUMP AND HAVE A MINIMUM 28-DAY COMPRESSIVE
STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED.
4. THE FOLLOWING MATERIALS SHALL BE USED:
PORTLAND CEMENT: ASTM C-150, TYPE 1 OR 2
REINFORCEMENT: ASTM A-185, PLAIN STEEL WELDED WIRE FABRIC
REINFORCEMENT BARS: ASTM A615, GRADE 60, DEFORMED
NORMAL WEIGHT AGGREGATE: ASTM C-33
WATER DRINKABLE
ADMIXTURES: NON -CHLORIDE CONTAINING
5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED):
a. CONCRETE CAST AGAINST EARTH: 3"
b. ALL OTHER CONCRETE: 2'
S. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4, UNLESS NOTED OTHERWISE.
7. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT,
DOWEL, OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REPAR SHALL
BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE.
8. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI 301.
9. DO NOT WELD OR TACK WELD REINFORCING STEEL
10. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL„ ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS
SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT.
11. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.
12. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND.
13. DO NOT ALLOW CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT.
14. FOR COLD -WEATHER AND HOT -WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE,
MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS, MINIMUM.
15. CONCRETE SHALL BE RUBBED TO A ROUGH GROUT FINISH. PADS SHALL BE SEALED BY STEEL TROWEL
16. UNLESS OTHERWISE NOTED:
a. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTMA815, GRADE 60.
b. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.
17. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE CONTRACT DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS
OTHERWISE SHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE CAPACITY (CLASS A) IN ACCORDANCE WITH ACI 318.
18. REINFORCING BAR DEVELOPMENT LENGTHS, AS COMPUTED IN ACCORDANCE WITH ACI 318, FORM THE BASIS FOR BAR EMBEDMENT LENGTHS AND BAR
SPLICED LENGTHS SHOWN IN THE DRAWINGS. APPLY APPROPRIATE MODIFICATION FACTORS FOR TOP STEEL, BAR SPACING, COVER AND THE UKE.
19. DETAILING OF REINFORCING STEEL SHALL CONFORM TO ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI
315).
20. ALL SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY WITHOUT HORIZONTAL CONSTRUCTION JOINTS, UNLESS SHOWN IN THE CONTRACT DRAWINGS.
21. LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, CONFORMANCE WITH ACI 318, AND
ACCEPTANCE OF THE ENGINEER. DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED CONSTRUCTION JOINTS SHALL BE SUBMITTED WITH
REINFORCING STEEL PLACEMENT DRAWINGS
22. SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS
NOT LESS THAN THE SPACING OF THE CROSS WIRE PLUS 2 INCHES, NOR LESS THAN 8".
23. BAR SUPPORTS SHALL BE ALL GALVANIZED METAL WITH PLASTIC TIPS.
24. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVE14T DISPLACEMENT BY CONSTRUCTION TRAFFIC OR CONCRETE. TIE WIRE SHALL BE 16
GAUGE CONFORMING TO ASTM A82.
25. SLAB ON GROUND
a. COMPACT STRUCTURAL FILL TO 95% DENSITY AND THEN PLACE 6" (COMPACTED) GRAVEL BENEATH SLAB.
b. PROVIDE VAPOR BARRIER BENEATH SLAB ON GROUND.
REBAR SPLICE AND HOOK SCHEDULE
REBAR SPLICE AND
HOOK DIMENSIONS
IN REINF. CONCRETE
Fe = 3,000 PSI
ASTM
BAR
SIZE
LD
CLASS
B
LAP
TOP
BAR
LAP
LDH
3
12"
13"
17"
8 1/2"
4
14"
18"
23"
11"
5
17"
22"
28"
14"
6
20"
26"
34"
16 1TF
7
29"
38"
49"
19 1/2"
8
33"
43"
56"
1 22"
REBAR SPLICE AND
HOOK DIMENSIONS
IN REINF. CONCRETE
Fa = 4,000 PSI
ASTM
BAR
SIZE
LD
CLASS
B
LAP
TOP
BAR
LAP
LDH
3
12"
12"
16"
7 1/2"
4
12-
15"
20"
9 1/2'
5
15,
19"
21
12'
6
18"
23"
29"
14 1/2"
7
25"
33"
43"
17"
8
29"
37"
LDH
CRITICAL
SECTION
90' BEND
2Eb
180' HOOK
4Eb R
(2 1/2" MIN.
LD
STANDARD,
CLASS ^B
LAP AND
TOP BAR LAP
LD - STANDARD DEVELOPMENT
LENGTH OF BAR
LDH - STANDARD DEVELOPMENT
LENGTH OF HOOK
F'c - SPECIFIED COMPRESSIVE
STRENGTH OF CONCRETE
db - BAR DIAMETER PER ASTM
NOTES
TOP BAR - DEFINED AS A BAR
LOCATED SUCH THAT 12 IN. OR
MORE OF FRESH CONCRETE IS CAST
IN THE MEMBER BELOW THE SPLICE.
MINIMUM OUTSIDE RADIUS OF BEND,
R, SHALL BE 4db.
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
BRIDGE
CONSTRUCTION DRAWINGS
' 0 106/27/17 IFOR CONSTRUCTION '
Dewberry Engineers Inc.
4805 Lake Brook Drive, Sale 200
GMn AIM-, VA 23060
Phone: 8D4.290.7957
Fax: BD4.290.7928
www.aewb-y-
%E
MARSHALL
L1c No. 48810
06/27/17 A
DRAWN BY:
ARB
REVIEWED BY:
BAR
CHECKED BY:
DRM
PROJECT NUMBER:
50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
G
E&S NARRATIVE
PROJECT DESCRIPTION
THIS PROJECT INCLUDES THE INSTALLATION OF A NEW MONOPOLE. IN ADDITION TO THE NEW MONOPOLE A NEW EQUIPMENT PLATFORM GENERATOR, AND
FIBER CABINET WILL BE INSTALLED IN A NEW FENCED COMPOUND. THE COMPOUND WILL BE ACCESSIBLE BY AN EXISTING GRAVEL DRIVEWAY AND A NEW
GRAVEL ENTRANCEWAY.
STORMWATER RUNOFF CONSIDERATIONS
THE PROJECT SITE INCLUDES 2080 SQUARE FEET (0.048 ACRES) OF DISTURBED AREA OF WHICH 7DO SQUARE FEET (0.016 ACRES) WILL BE NEW
IMPERVIOUS AREA THE EXISTING DRAINAGE PATTERN WILL REMAIN UNCHANGED.
EXISTING SITE CONDITIONS
THE SITE INCLUDES WOODAND VEGETATIVE COVER. IT IS LOCATED DIRECTLY ADJACENT TO AN EXISTING GRAVEL ACCESS ROAD,
SOILS
SEE THIS SHEET. SOILS LOCATED ON SITE ARE AS FOLLOWS:
71D - RABUN CLAY LOAM, 15 TO 25 PERCENT SLOPES
ADJACENT PROPERTY
THE PROPOSED IMPROVEMENTS ARE LOCATED IN A WOODED AREA WITHIN A RURAL PARCEL THAT CONTAINS AN EXISTING RESIDENCE, POLE BARN, CAR
PORT, GRAVEL ACCESS ROAD, AND MONOPOLE/COMPOUND.
CRITICAL AREAS
THERE ARE NO CRITICAL AREAS WITHIN THE PROJECT LIMITS. THE PLAN HAS BEEN DEVELOPED TO MINIMIZE LAND DISTURBANCE. WHERE GRADING IS
NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TO CONTAIN SILT THROUGH PROPER EROSION AND SEDIMENT CONTROL
PRACTICES.
1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.
2. PERMANENT SEEDING WILL BEGIN IMMEDIATELY FOLLOWING GRADING OPERATIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.
4. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED IMMEDIATELY.
EROSION AND SEDIMENT CONTROL MEASURES
THE INTENT OF THIS EROSION AND SEDIMENT CONTROL PLAN IS TO GUIDE THE CONTRACTOR IN IMPLEMENTING ACCEPTABLE MEASURES, INFRASTRUCTURE,
AND MAINTENANCE PROGRAMS THAT WILL MINIMIZE THE AMOUNT OF EROSION AND RESULTING SEDIMENT THAT WILL TAKE PLACE DURING THE
CONSTRUCTION OF THIS PROJECT. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND
MANTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
CONSTRUCTION ENTRANCE (VESCH STD. & SPEC. 3.02):
STABILIZED STONE PAD WITH A FILTER FABRIC UNDERUNER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS. CONSTRUCTION ENTRANCES
REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY VEHICLES OR RUNOFF. CONSTRUCTION ENTRANCES SHALL BE LIMITED TO
HE THOSE SHOWN ON TPLANS OR OTHERWISE APPROVED BY THE SOIL EROSION OFFICER. SUPPLEMENTAL DRAWINGS SHALL BE PROVIDED BY THE
CONTRACTOR FOR APPROVAL IF ADDITIONAL ENTRANCES ARE REQUIRED.
SILT FENCE (VESCH STD. & SPEC. 3.05):
A TEMPORARY SEDIMENT BARRIER CONSISTING OF A FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. SILT
FENCE IS INSTALLED TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION IN ORDER TO PREVENT
SEDIMENT FROM LEAVING THE SITE AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE CHANNEL FLOWS.
TEMPORARY AND PERMANENT STABILIZATION
TEMPORARY SEEDING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT FOR
LONGER THAN 30 DAYS AND LESS THAN ONE YEAR. THIS INCLUDES, BUT IS NOT UNITED TO, STOCKPILES.
SODDING SHALL BE APPLIED AND A PERENNIAL VEGETATIVE COVERING SHALL BE ESTABLISHED ON DISTURBED AREAS WITHIN SEVEN DAYS OF BEING
BROUGHT TO FINAL GRADE ON AREAS NOT OTHERWISE PROTECTED. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS TO
BE APPLIED.
SEE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. & SPEC. 3.31 AND 3.32 FOR ACCEPTABLE SEED MIXTURES AND SCHEDULES AS WELL
AS LIMING, MULCHING, AND FERTILIZING REQUIREMENTS.
5011 STOCKPILES AND BORROW AREAS
NO STOCKPILES AND/OR BORROW AREAS ARE ANTICIPATED ON THE SITE. IF STOCKPILES AND/OR BORROW AREAS ARE NEEDED, THE CONTRACTOR SHALL
IMPLEMENT THE REQUIRED EROSION CONTROL DEVICES PER THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND OBTAIN REQUIRED PERMITS.
EROSION AND SEDIMENT CONTROL MAINTENANCE
IN GENERAL, ALL THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT
TO ENSURE THEY ARE IN WORKING ORDER. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR:
1. SILT FENCE: SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. FABRIC
SHALL BE REPLACED IF IT HAS DECOMPOSED OR BECOME INEFFECTIVE.
2. INLET PROTECTION: SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE DESIGN DEPTH OF THE TRAP.
3. SEEDING: THE SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND
RESEEDED AS NEEDED.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EMPLOYEE WHO WILL BE IN CHARGE OF THE EROSION AND SEDIMENT CONTROL PLAN
AND REQUIREMENTS FOR THE PROJECT THAT IS CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION AS A RESPONSIBLE
LAND DISTURBER (RLD). THE NAME OF THE CONTRACTOR'S RLD AND COPY OF HIS CURRENT CERTIFICATION SHALL BE PROVIDED TO THE OWNER,
ENGINEER AND EROSION & SEDIMENT CONTROL PLAN APPROVING AUTHORITY PRIOR TO ISSUANCE OF THE NOTICE TO PROCEED FOR THE PROJECT.
PLANT PROTECTION
TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY CONSTRUCTION
SAFETY FENCE TO PRESERVE EXISTING ITEMS INDICATED TO REMAIN AND TO PREVENT DAMAGE TO PROPERTY.
UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN. UTILITY
TRENCHING SHALL NOT BE LOCATED CLOSER THAN 1'-0" FOR EACH I" IN DIAMETER UP TO A MAXIMUM OF 20'-0" FOR TREES TO REMAIN.
DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER.
THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE OF TREES
TO BE PROTECTED.
L
2.
3.
4.
5.
6.
7.
II
2
3.
4.
5.
6.
7.
8.
9.
10.
12
12.
13.
EROSION AND SEDIMENT CONTROL NOTES
NO MORE THAN 200 UNEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. AT THE END OF EACH WORK DAY, ALL EXCAVATION SHALL BE FILLED OR
PLATTED.
EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. CONTRACTOR SHALL PROVIDE APPROPRIATE PROTECTION TO CONTROL
SEDIMENT WASHING INTO THE TRENCH.
WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF
SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A 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
DISPOSAL AREA.
ALL EROSION CONTROL DEVICES SHALL BE IN PLACE AND FUNCTIONAL AT ALL TIMES AND IF REMOVED FOR CONSTRUCTION PROGRESS, SHALL BE
REPLACED BY THE CLOSE OF EACH WORKDAY.
FINAL REMOVAL OF EROSION CONTROL DEVICES SHALL NOT OCCUR UNTIL THE OWNER OR HIS DESIGNATED AGENT DEEMS THE SITE STABILIZED.
SOD IS TO BE IN ACCORDANCE WITH THE SODDING SCHEDULE PROVIDED IN THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK.
GENERAL NOTES
THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS BASED ON
INFORMATION AND DATA FURNISHED TO THE ENGINEER BY THE OWNER. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF ANY SUCH INFORMATION OR DATA THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH
INFORMATION AND DATA FOR LOCATING ALL UNDERGROUND FACILITIES SHOWN OR INDICATED PRIOR TO CONSTRUCTION, FOR COORDINATION OF THE WORK
WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK,
ALL OF WHICH WILL BE AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL CONTACT "MISS UTILITY" OF VIRGINIA AT 1-800-552-7001 72 HOURS
PRIOR TO THE START OF CONSTRUCTION.
WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT
STRUCTURES FROM DAMAGE. CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF ALL BUILDINGS, WALLS AND STRUCTURES. REPLACEMENT OF DAMAGED
SHOWN
UNDER UTILITIES AND APPURTENANCES. THE
BE ACHIEVED IN ACCORDANCE WITH ASTM-D698,
DEVIATION FROM THIS SCHEDULE SHALL BE APPROVED BY
NOTICE AND WRITTEN APPROVAL OF CHESTERFIELD COUNTY
OF CONNECTION OF PROPOSED WORK TO EXISTING STORM DRAJN PRIOR TO CONSTRUCTION.
MINIMUM STANDARDS
1. 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 THAT MAY NOT BE AT 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. SPECIFIC FERTILIZER, NUTRIENT, AND SEED APPLICATION MUST MEET E.S.C. TECHNICAL BULLETIN NO. 4. NUTRIENT MANAGEMENT FOR
DEVELOPMENT PROJECTS. DOWNLOAD AT http://www.dcovirginia.gov/soiL_&-water/do uments/
esnuton.pdf . MULCHING REQUIREMENTS MUST MEET VESC HANDBOOK MULCHING TABLE 3.35A
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. ANY BORROW, FILL OR WASTE, SUCH AS DEMOLITION MATERIAL MUST BE PROVIDED
FROM OR HAULED TO A PERMITTED/APPROVED SUPPLY OR WASTE AREA ALL OFFSITE ACTIVITY IS NOT PART OF THIS PERMIT/PLAN SET AND IS ADDRESSED
UNDER SEPARATE COVER.
3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT
BE CONSIDERED ESTABUSHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
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.
5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
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 DRAJNAGE 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 TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST
WHILE THE SEDIMENT BASIN IS UTIUZED.
7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING
EXCESSNELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS
CORRECTED.
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.
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE
CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED
TEMPORARY OR PERMANENT CHANNEL UNING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL
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.
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.
14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET.
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.
16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 200 UNDAR 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 BACKFIWNG 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.
17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF
SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD
SURFACE 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 DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES.
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 REGULATORY 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.
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 FOUND IN VESC REGULATION 4VAC50-30-40 MS-19 PARTS A-K.
1. A
V
2. C
3. T
4. T
5. L
T
6. E
E
2. U
SEQUENCE OF CONSTRUCTION
IEDULED BY THE CONTRACTOR WITH AN INSPECTOR FROM THE LOCAL JURISDICTION AT LEAST 48 HOURS PRIOR TO ANY
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE 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 THE VIRGINIA EROSION AND SEDIMENT CONTROL
REGULATIONS (9VAC25-870-40).
ES-2: 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 INSPECnON. THE NAME OF THE RESPONSIBLE LAND DISTURBER MUST BE PROVIDED TO THE
PLAN -APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT IN THE LAND -DISTURBING ACTIVITY SHOWN ON THE
APPROVED PLAN. IF THE NAME IS NOT PROVIDED PRIOR TO ENGAGING IN THE LAND -DISTURBING ACTIVITY, THE
PLAN'S APPROVAL WILL BE REVOKED.
ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP
IN CLEARING.
ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE
AT ALL TIMES.
ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFF -SITE 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.
ES-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.
ES-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,
AFTER WHICH, UPON APPROVAL OF THE PLAN -APPROVING AUTHORITY, THE CONTROLS SHALL BE REMOVED.
TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF TEMPORARY MEASURES
SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
ES-8: DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST EVERY 2 WEEKS AND
IMMEDIATELY AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
ES-10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN
TRANSPORTED ONTO A PAVED OR PUBUC ROAD SURFACE
ES-11: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON
SUSPENSION OF GRADING OPERATIONS FOR ANTICIPATED DURATION OF GREATER THAN 30 DAYS OR UPON
COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA.
ES-12: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST
FROM EXPOSED SOILS WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR
PLANT LIFE
ES-13: A VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMIT (VSMPP) FOR THE DISCHARGE OF STORMWATER
FROM CONSTRUCTION ACTIVITIES IS REQUIRED FOR PROJECTS DISTURBING 1 ACRE OR GREATER. A VSMPP IS
ALSO REQUIRED FOR PROJECTS DISTURBING 2,500 SQUARE FEET OR GREATER IN A DESIGNATED CHESAPEAKE
BAY PRESERVATION AREA VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING WEB PAGE AT
HTrP://WWW.DEQ.IARGINLkGOV/PROGRAMS/WATER/STORMWATERMANAGEMENT/VSMPPERMrrS.ASPX FOR MORE
INFORMATION.
THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.
INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.
N AND SEDIMENT CONTROL MEASURES INCLUDING: CONSTRUCTION ENTRANCE, SILT FENCE, AND INLET PROTECTION.
Y LIMITS OF DISTURBANCE MAY NOT OCCUR UNTIL THE INITIAL ESC MEASURES INSTALLATION HAS BEEN APPROVED BY
DEVICES.
EED AND MULCH DISTURBED AREAS.
SEED TO STABILIZE SITE
BY THE COUNTY INSPECTOR, THE CONTRACTOR IS TO REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONCE ALL AREAS ARE
SOIL MAP
'Ym I �l T 1 9
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
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CONSTRUCTION DRAWINGS
' 0 106/27/17 IFOR CONSTRUCTION '
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suka 200
GMn Allen, VA 23060
Phone: 804.290.7957
Fax: 804.290.7928
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SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
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SHEET TITLE
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• 1 9
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1831 RADY COURT
RICHMOND, VA 23222
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' 0 106/27/17 IFOR CONSTRUCTION '
Dewberry Engineers Inc.
4805 Lake Brook Drive, Sale 200
Glen Allen, VA 23060
Ph.— 804.290.7957
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PROJECT NUMBER:
50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
EXISTING CONDITIONS
SHEET NUMBER
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----- x
(TO BE REMOVED) '\ / 1
16" PINE 10" HICKORY
Icrcun
Existing Lease Area (Approx.)
Existing Roadway Edge of Pavement
—X—X— Existing Fence
151 Existing Topography
0 Existing Utility Pole
�^ Existing Tree Line (Approx.)
6P Existing Tree
PROPOSED LIMITS OF
DISTURBANCE
— — — — — — — (TO BE REMOVED)
(TO BE REMOVED)XL X PROPOSED VERIZON
WIRELESS 30'X45'
— — — — `
1 8 " PINE / LEASE AREA
i
PROPOSED 20' X 35'
—--—------------ �\ \\� \ � —_/ -- — // FENCED COMPOUND
15' PINE \ 5" PINE ` I �� / / 31" HICKORY
\ 13 PINE
_ 9" HICKORY
\ \ 12 PINE i
\ 21" PINE—
_ 10" PINE — / 14" POPLAR
14" HACKBERRY \ \ \ \ g" ITICRO Y / 12" PINE
_ _ _ _ \ / Existing Ntelos
Communications
Tower
13" PINE /
8" PINE \ \
Existing Fenced
\11" BEECH ` s2 / Compound
9" PINE /
17" HACKBERRY
\ \9" POPLAR \ 6V Existing Ntelos
Easement
\ a,
TREE INVENTORY CHART `y
NUMBER SPECIES CALIPER AGE HEIGHT AMSL ELEV.
\ \
#1 OAK 15" 79' 534' \ \
#2 POPLAR 26" 95' 533'
—10" OAK
EXISTING VEGETATION PLAN -0
SCALE: 1"=20' FOR 1ix17
1"=10' FOR 22x34
9" PINE 0' 10' 20'
.rizonv
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
BRIDGE
CONSTRUCTION DRAWINGS
' 0 106/27/17 IFOR CONSTRUCTION '
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suie 200
Glen Allen, VA 23060
Phone: 804.290.7957
Fwa+ BD4.290.7928
.d—beny—
re
L w Inkt, ,o"S" -N, f'� � -1
>Mp�RSHALL
Uc. No. 4 8110
06/27/17 A
DRAWN BY:
ARB
REVIEWED BY:
BAR
CHECKED BY:
DRM
PROJECT NUMBER:
50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
EXISTING VEGETATION PLAN
SHEET NUMBER
C-2
Existing Easement
Existing Locus Parcel (Approx,)
Existing Lot Lines (Approx.)
Existing Roadway Edge of Pavement
— X X Existing Fence
PROPOSED ACCESS/UTILITY EASEMENT
PROPOSED LEASE AREA
PROPOSED UNDERGROUND CONDUIT
N
JACK BOCOCK, TRUSTEE \
n \ D.B. 4278, PG. 439
\ PARCEL
Q 11200-00-00-008A0
z
JACK BOCOCK, TRUSTEE
D.B. 4278, PG. 439 \
PARCEL
11200-00-00-00800 / \
NOTES:
1. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR
CLARITY. // \
/ \
2. PROPOSED TOWER LOCATION, ACCESS AND EXISTING
FEATURES ARE APPROXIMATE. FINAL LOCATION WILL BE
VERIFIED WITH FIELD SURVEY AND PER LAND OWNER. /
3. MONOPOLE AND FOUNDATION DESIGN BY OTHERS. / Existing Road \
(TO BE UTILIZED Existing Pole Barn \ ANDREW BEIRNE CARTER,
TRUSTEE
/ BY LESSEE) D.B. 4PG. 412
PAR
PARCEL
/ 10200-00-00-017DO
Existing Carport �'`�
/ LANADAFF LC Existing House I qo
I I \ \
PROPOSED VERIZON WIRELESS D.B. 3448, \ 538 PARCEL
/ 20'WIDE NON—EXCLUSIVE 11200-00-00-00900
/ ACCESS AND UTILITY
\ / / EASEMENT \
/ \
I 1 \
C-4 Existing Monopole
O�
P09 /
O \
tr0
\ / \ ANDREW BEIRNE CARTER,
/ \ TRUSTEE
\ / D.B. 4310, PG. 412
\ / / PARCEL
\ 10200-00-00-017D0
HOWARD BRAXTON
D.B. 482, PG. 193
\ PARCEL
\ 11200-00-00-009A0
OVERALL SITE PLAN
-0
SCALE: 1"=160' FOR 11x17
1"=80' FOR 22x34
0' 80' 160,
\\'R _A, 76 in
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
BRIDGE
CONSTRUCTION DRAWINGS
' 0 106/27/17 IFOR CONSTRUCTION '
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suke 200
Glen Allen, VA 23060
Phone: 804.290.7957
Fwe+ BD4.290.7928
.d—b-y—
,�T��L113
�MARSHALL
L1c No. 4SS1O
06/27/17 A
DRAWN BY:
ARB
REVIEWED BY:
BAR
CHECKED BY:
DRM
PROJECT NUMBER:
50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
OVERALL- SITE PLAN
SHEET NUMBER
C �
NOTE"
Existing 26" Poplar
ALL EQUIPMENT VISIBLE FROM OUTSIDE THE TALLEST TREE TO REMAIN
COMPOUND SHALL BE PAINTED JAVA BROWN 6090 ELEV: 533.55' A.M.S.L.
HEIGHT: 95.0' A.G.L.
\
PROPOSED VERIZON WIRELESS \
VARIABLE WIDTH NON-EXCLUSIVE\
ACCESS AND UTILITY EASEMENT y\
/1
Existing 26"
Poplar Dripllne
Existing Tree
TO BE REMOVED
X X X X
PROPOSED GRAVEL YARD TO
C_8 EXTEND 1' BEYOND FENCED
e
COMPOUND
X
N:3856527.37
E:11470063.12
X �
°
LAT:3754:52.05:
LON:-78'3240.39
o
0
ofI x o
M 0 0
PROPOSED 106'
N
a
x I
MONOPOLE
1 PROPOSED 20' X 35
X
C-8 FENCED COMPOUND
X -
N:3856516.03
E:11470057.12
�S-
N:385653603
E:11470092:12
PROPOSED X
-EQUIPMENT PLATFORM
ON CONCRETE PIERS
iO
I
X X X
35'-0"
PROPOSED 4 5
ICE BRIDGE C-7 C-7 I
Existing Driveway
Existing Easement
Existing Locus Parcel (Approx.)
Existing Roadway Edge of Pavement
PROPOSED ACCESS/UTILITY EASEMENT
PROPOSED UNDERGROUND CONDUIT
N:3856543.14
E:11470096.47
\ PROPOSED 14'e
• • \WIDE GATE C_g
'• •
\ PROPOSED 14' \
\ WIDE GRAVEL I \
•
\ ACCESS ROAD \
.x ' •.• �•N:3856522.03
\ 2 \
E:11470092.12
\
I
N:3856518.26 /
5'-0"
7'_9"I
E:11470104.74
/
y�0
Q
Existing Ntelos
—X
/ I / Easement
45'-0"
PROPOSED VERIZON WIRELESS
30' x 45' LEASE AREA 6 PROPOSED FIBER
CABINET ON 6'WExisting
1 Existing Tree
C-8 H-FRAMEI C-5 I TO BE REMOVED
5 PROPOSED (2) 2-
CONDUIT
/ /
CONDUIT FOR FIBe
C-8 AND (1) 1" CONDUIT TO BE REMOVED
FOR POWER
e PROPOSED (2) 2" CONDUIT FOR
C-7 FIBER AND
CONDUIT FOR POWER \ �/ _ / NOTES:
/ \ 1. SOME EXISTING AND PROPOSED INFORMATION NOT
/V 1 SHOWN FOR CLARITY.
2. A.G.L. - ABOVE GROUND LEVEL
C.L. - CENTER LINE
/ 1 E A.M.S.L. - ABOVE MEAN SEA LEVEL
/ \ 4. VERIFY LOCATION OF EXISTING
PROPOSED VERIZON WIRELESS / UNDERGROUND CONDUITS AND GROUNDING
15' UTILITY EASEMENT xis ing Meter Bank PRIOR TO CONSTRUCTION. ADJUST ROUTING AS
/ \ d Spare Meter NECESSARY.
/ (TO BE UTILIZED BY 5. CONTRACTOR SHALL CONTACT "MISS UTILITY"
/ VERIZON WIRELESS) (1-800-552-7001) FOR IDENTIFICATION OF
Fov 1 UNDERGROUND UTILITIES PRIOR TO START OF
ENLARGED SITE PLAN / E_1 Existing CONSTRUCTION. 6. ALL PROPOSED WORK AND CABLE PLACEMENT
'� Wireless SHALL BE IN ACCORDANCE WITH TOWER
SCALE: 1"=10' FOR 11x17 Compound /
1"=5' FOR 2204 � STRUCTURAL ANALYSIS BY OTHERS-
/ 7. CONTRACTOR SHALL COORDINATE ANTENNA
0' 5' 10' / AZIMUTHS WITH RF WORKSHEET.
8. ALL EXCAVATION AND DIGGING WITHIN FENCED
/ COMPOUND TO BE DONE BY HAND. MECHANICAL
/ Existing Fiber Handhole EXCAVATION/DIGGING IS NOT ALLOWED WITHIN
/ (TO BE UTILIZED BY FENCED COMPOUND.
/ VERIZON WIRELESS)
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
BRIDGE
CONSTRUCTION DRAWINGS
' 0 106/27/17 IFOR CONSTRUCTION '
Dewberry Engineers Inc.
4805 Lake Brook Drive, Sul200
Glen Allen, VA 23060
Phone: 804.290.7957
Fwe+wk:804.290.7928
.tlewI
�MARSHALL
LiG No. 4SS1O
06/27/17 A
DRAWN BY:
ARB
REVIEWED BY:
BAR
CHECKED BY:
DRM
PROJECT NUMBER:
50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
ENLARGED SITE PLAN
SHEET NUMBER
C-4
Existing 26" Poplar
TALLEST TREE TO REMAIN
�uG !ES AEEL ffFNA[�F I G_RQl
/ ELEV. = 639.21 Al (108' A.G.L)
_TOP OF PROPOSED TOWER _
El = 637.21' AMSL (106' A.G.L)
C.L. OF PROPOSED ANTENNAS _
El = 633.21 AMSL (102' A.G.L.)
_Top Of Tallest Tree Wlthln 10' of Towerill
El— = 628.55 AMSL (95' A.G.L) III
a
_Tallest Tree Ground Elevation
533.55' AMSL
Tower Ground Elevation
531.00'f AMSLAMSL
ELEVATION
SCALE: 1"=20' FOR 1107
1"=10' FOR 22x34
0' 10' 20'
VALMONT F
PART
LEGEND
A.G.L. — ABOVE GROUND LEVEL
C.L. — CENTER LINE
•
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
NOTES"
1. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR CARTERS
CLARITY.
2 PROS AND EXISTING FEATURES
AREPAPPRO APPROXIMATE. FINAL OSED TOWER OLOCATION SWILL BE VERIFIED WITH FIELD BRIDGE
SURVEY AND PER LAND OWNER.
3. MONOPOLE AND FOUNDATION DESIGN BY OTHERS.
ANTENNA LAYOUT PLAN 2
SCALE: NTS
ANTENNA NOTES:
1. ANTENNAS WILL BE INSTALLED WITH A MODIFIED FLUSH MOUNT
DESIGN, USING LOW —PROFILE MOUNTING BRACKETS.
2. PROPOSED ANTENNAS: (6) ANDREW JAHH-65C—R38 MEASURING
95.7"x13.8"x8.2" (LxWxD)
3. MONOPOLE, ANTENNAS, MOUNTS, RRHS, OVPs, AND GROUND
EQUIPMENT WILL BE PAINTED COUNTY APPROVED COLOR —
SHERWIN WILLIAMS #6090: JAVA BROWN.
4. PER ALBEMARLE COUNTY TIER II PWSF REQUIREMENTS, NO POINT
ON THE BACK OF THE ANTENNAS SHALL BE MORE THAN 18"
FROM THE FACE OF THE MONOPOLE, AS DETAILED IN THE
ANTENNA LAYOUT PLAN PROVIDED ON THIS SHEET.
5. THE PROPOSED MONOPOLE SHALL NOT EXCEED A 30" DIAMETER
AT I BASE AND 18" DIAMETER AT IT'S TOP.
CONSTRUCTION DRAWINGS
' 0 I O6/27/17 IFOR CONSTRUCTION '
Dewberry Engineers Inc.
4805 Lake Brook Drive, Sul200
Glen Allen, VA 23060
Phone: 804.290.7957
Fex: 804.290.7928
OPOSED RRH
www.aewberry.mm
PROPOSED
ANTENNA
_TOR ALPHA
7/16"
F ANTENNA
ACE OF
IOPOLE
Lull
MARSHALL
U,_ No. 48810
a6/27/T7 A
DRAWN BY:
ARB
REVIEWED BY:
BAR
CHECKED BY:
DRM
PROJECT NUMBER:
50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
ELEVATION
SHEET NUMBER
C-5
\
LIMBS OF DISTURBANCE
SP 530.50
> � � 52
\ l
NOTES:
I. SOME EXISTING AND PROPOSED INFORMATION NOT SHOWN FOR /
CLARITY. Il
2. A.G.L. - ABOVE GROUND LEVEL
C.L. - CENTER LINE
A.M.S.L. - ABOVE MEAN SEA LEVEL
4. VERIFY LOCATION OF EXISTING
UNDERGROUND CONDUITS AND GROUNDING
PRIOR TO CONSTRUCTION. ADJUST ROUTING AS
NECESSARY.
5. CONTRACTOR SHALL CONTACT "MISS UTILITY" (1-800-552-7001)
FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO
START OF CONSTRUCTION.
6. ALL PROPOSED WORK AND CABLE PLACEMENT SHALL BE IN
ACCORDANCE WITH TOWER STRUCTURAL ANALYSIS BY OTHERS.
7. CONTRACTOR SHALL COORDINATE ANTENNA AZIMUTHS WITH RF
WORKSHEET.
_GRADING AND EROSION CONTROL PLAN 0
SCALE: 1"=10' FOR 11x17
1"=5' FOR 2204
0' 5' 10'
EXISTI GRAV NE TO SERVE
AS THE CONSTRUCTION ENTRANCE
1 �
EX 530.08
\� 1
Ex !sting Access Rd/Compound Equip.
— —
PROPOSED ACCESS EASEMENT
— — — — —
PROPOSED UNDERGROUND CONDUITS
— X X
PROPOSED FENCE
PROPOSED CLEARING LIMITS
PROPOSED LIMITS OF DISTURBANCE
—0----0—
PROPOSED SILT FENCE
00—
PROPOSED TREE PROTECTION
XTREE
TO BE REMOVED
102
PROPOSED CONTOUR
102
Existing Contour
2�%
PROPOSED GRADING FLOW ARROW
SW 100.00
PROPOSED SPOT ELEVATION
SP —
SPOT GRADE
EX —
EXISTING GRADE
VIRGINIA UNIFORM CODING SYSTEM
FOR EROSION AND SEDIMENT CONTROL PRACTICES
3.02
CONSTRUCTION
ENTRANCE
3.05
SILT FENCE
®0
3.31
TEMPORARY SEEDING
3.32
PERMANENT SEEDING
3.35
MULCHING
3.38
TREE PRESERVATION
® 0
AND PROTECTION
erizonv
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
BRIDGE
CONSTRUCTION DRAWINGS
0 06/27/17 FOR CONSTRUCTION
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suie 200
Glen Allen, VA 23060
Phone: 804.290.7957
FWa+ BD4.290.7928
.d—b-y—
�Mp�RSHALL
L1c No. 48810
06/27/17 A
DRAWN BY: ARB
REVIEWED BY: BAR
CHECKED BY: DRM
PROJECT NUMBER: 50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
GRADING & EROSION
CONTROL PLAN
SHEET NUMBER
C-6
CPS ANTENN
PIPE 1 STD,
24" LONG
1/2" 0 THREADED R01
12' LONG (4 TOTA
GPS ANTENNA I
1. GROUND AN
PER MANUF
RECOMMENE
WIRELESS S
GPS POLE MOUNTED(D
SCALE: N.T.S.
z
$-3 1/2-
BALL CAP
24" WIDE 12 GA.
3" DEEP GRIP STRUT
1/2" 0 U—BOLT
DIAMOND PLANK
OR EQUAL
(TYP)
PIPE 3 STD
1/2" 0 THREADED
ROD (TYP)
tP2000
o
SL UNISTRUT
�+
z
OR EQUAL (TYP)
iL W 0
Zoe
PIPE 3 STD
z�x
�_�
CROWN EACH FOOTING
2" AFG
FINISHED GRADE
oQ0
I I
��o o oo
I I
oo a
2E
0� o0
oCOMPACTED
= ICI
SUBGRADE
III
GONG.
1._0„
FOOTING
G
ICE BRIDGE DETAIL CC
SCALE: N.T.S.
2 -0"f
X
a
a
0
N
Existing Grade
TAPE
TRENCH
COMPACT FILL
(90%) OR AS PER UTILITY
COMPANY REQUIREMENTS
UNEXCAVATED
2"0 SCH 40 TELCO CONDUIT
(W/2001b MINIMUM PULL WIRE)
2"0 SCH 40 SPARE TELCO CONDUIT 3"0 SCH 4-0 PVC
(W/2001b MINIMUM PULL WIRE) 12" MIN. ELECTRIC CONDUIT
NOTES:
1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED
MATERIAL MAY BE USED FOR BACKFILL
2. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" LIFTS.
REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO
VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING.
3. CONTRACTOR SHALL HAND DIG U/G TRENCHING WHERE NEEDED.
4. INSTALLATION PER THE NEC.
5. DETECTION WIRE SHALL BE BURIED DIRECTLY ABOVE NON-METALLIC PIPING
AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY
THE CONSTRUCTION MANAGER.
JOINT SERVICE TRENCH
SCALE: N.T.S. 2
ICE BRIDGE NOTES:
1. ALL COMPONENTS SHALL BE INSTALLED ACCORDING TO
MANUFACTURER'S SPECIFICATIONS.
2. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF ALL ICE
BRIDGE COMPONENTS.
3. SNAP -IN HANGERS, SPLICE KITS, HINGE KITS, EXTENSION KITS,
STIFFENERS, AND OTHER MISCELLANEOUS HARDWARE SHALL BE
PROVIDED BY THE CONTRACTOR AS REQUIRED.
4. ICE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM
BENDING RADIUS OF THE COAXIAL CABLE.
5. ICE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC, CONSULT
MANUFACTURER FOR EXACT AND CURRENT SPECIFICATIONS.
6. MAINTAIN 3' CLEAR FOR COAX FROM GENERATOR AND 4' FROM
EXHAUST.
#2 AWG FROM
ICE BRIDGE TO
TOWER BUS BAR
VARIES
MONOPOLE �
VARIES 6' MAX. 3' MAX.
WIDE 12 GA.
3" DEEP GRIP STRUT
Td7DIAMOND
DIAMOND PLANK
^ OR EQUAL
ANTENNA CABLE
BENDING RADIUS PER
MANUFACTURER'S
STANDARDS
CONIC. PIERS #2 AWG TO
EQUIPMENT GROUND
RING
ELEVATION
ICE BRIDGE DETAIL 5
SCALE: N.T.S.
ICE BRIDGE NOTES
1. #2 AWG TO HE IN 3/4"0 PVC CONDUIT AT ALL GROUND
PENETRATIONS.
ANTENNA MOUNTING PIPE
(ORDER SEPARATELY)
ANTENNA
MOUNT
P
OVED EQUAL)
NOTES-
1. ANTENNA MOUNTING FRAME TO BE INSTALLED PER
TOWER DESIGN & STRUCTURAL ANALYSIS.
2. AZIMUTHS BASED ON TRUE NORTH.
3. CONTRACTOR TO VERIFY FINAL AZIMUTHS PRIOR TO
ANTENNA INSTALLATION.
4. IN THE EVENT THE RRH'S ARE TO BE MOUNTED ON THE
ANTENNA PIPE MOUNT WITH ANTENNA, THE CONTRACTOR
SHALL ENSURE THE ANTENNA MOUNT IS REINFORCED
AND APPROVED BY A LICENSED STRUCTURAL ENGINEER.
5. FITS 10 3/4" TO 28" DIAMETER MONOPOLES.
FOR POLE SIZES 28" TO 42" DIAMETER ORDER
SEPARATELY PART # LP-42
ANTENNA STANDOFF MOUNTING DETAIL 3
SCALE: N.T.S.
BOLT DOWNS: :;+• t`t` "t "
(TYP. 4)
LIFT PINS
(TYP. 2) A
�"O•
IDENTIFICATION TELEPHONE
OR ELECTRIC
2
C d''. 1
NOTE:
1. ALL STUB -UP CONDUITS INSIDE PULL
BOXES WILL BE 6" FROM TOP OF BOX
AND HAVE PULL STRING AND CAPS.
HAND HOLE/
PULL BOX DETAIL 6
SCALE: N.T.S.
•
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
BRIDGE
CONSTRUCTION DRAWINGS
' 0 106/27/17 FOR CONSTRUCTION '
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suke 200
Glen Allen, VA 23060
Phone: 804.290.7957
Fax: 804.290.7928
www.d—beny.—
�Mp�RSHALL
U,_ No. 48810
06/27/17 A
DRAWN BY,
ARB
REVIEWED BY:
BAR
CHECKED BY:
DRM
PROJECT NUMBER:
50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLEI VA 22902
SHEET TITLE
CONSTRUCTION DETAILS
SHEET NUMBER
C-7
W -O" MAX.
CORNER, GATE, OR
LINE POST
EXTERIOR SIDE FACILITY SIDE
STOCKADE WOOD CORNER,
I GATE, OR END POST
(3) - WOOD BRACING
o w 4X4 POST 4X4 POST
lz
1X4 WOOD PROJECT 1" ABOVE
GROUND AND SLOPE
ALL AROUND (TYP.)
FIN. GRADE
-w-w-w-u a i i u-w i Y i ii°uT
x w o -w-w w u a" l u-ul z iilll ll.
a -
�z� �o �
w POST `O u
O CONCRETE a
o FOOTING
MIN.
TYPICAL
SECTION
DOD FENCE DETAIL ( 1�
SCALE: N.T.S. 1
MIRAR STABILIZATION FABRIC
PLACED ON COMPACTED SUB 6" CRUSHED STONE 1.
OR GRAVEL
GRADE (GEOTEXTILE MIL )�
THICKNESS)
ESS
n
UNDISTURBEDOR
NOTE COMPACTED FILL
1. FILL SHALL CONSIST OF CLEAN SOIL. NO
DELETERIOUS MATERIALS OR ORGANICS TO BE USED.
1"0 SCH 40 PVC
GRAVEL YARD DETAIL ELECTRIC CONDUIT
z
�
���►
nr
`���
OMEN
■■■■■C—.nr�r
�
Ills
alllll
om
oars
ern—_■■■■■■■■■
mor
rro�
I I
II
11 / ypk RAI.II
II
n
I.
]I
li In =
nn�n�nnn
-ri_annl
nni
I mil
TENSION BRACING
OR COMPRESSION
BRACING
NOTE:
1. FENCE COLOR SHALL BE JAVA BROWN 6090
3'-6"t
Exisfing Grade
m
SCALE: N.T.S. T
2"0 SCH 40 PVC SPARE TELCO r 12" MIN. 3"O SCH 40 PVC
CONDUIT (W/2001b MINIMUM PULL ELECTRIC CONDUIT
NOTES: WIRE)
1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED
MATERIAL MAY BE USED FOR BACKFlLL.
2. SAND BACKFlLL SHALL BE CLEAN, WASHED AND FREE OF DEBRIS OR
ROCKS LARGER THAN 1/8".
3. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" LIFTS.
REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO
VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING.
4. IF CURRENT AS -BUILT DRAWINGS ARE NOT AVAILABLE SUBCONTRACTOR
SHALL HAND DIG U/G TRENCHING.
5. INSTALLATION PER THE NEC.
6. DETECTION WIRE SHALL BE BURIED DIRECTLY ABOVE NON-METALLIC PIPING
AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY
THE CONSTRUCTION MANAGER.
JOINT SERVICE TRENCH 0
SCALE: N.T.S.
1"0 SCH 40 PVC
ELECTRIC CONDUIT
6" COMPACTED 21A
12' STANDARD OR PER SITE PLAN 3" (COMPACTED)
#3 STONE
N
3LOP5 OPE (MAX)
3 1OPf T OR41N
SLOPE (MAX)
COMPACTED 3" (COMPACTED) #1 STONE
SUB -GRADE AS DIRECTED BY THE
ORDINARY BORROW CONSTRUCTION MANAGER
BACKFILL GEOTEXTILE FABRIC
NOTES:
1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS
TO BE USED.
2. REMOVE MINIMUM OF 12" OF TOP SOIL AND ORGANICS BEFORE COMMENCING ACCESS ROAD.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING.
4. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE
GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE.
5. ALL GRANULAR FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR WITHIN 3% OF OPTIMUM
MOISTURE CONTENT OR AS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER.
6. ALL STONE SHALL BE IN ACCORDANCE W/VDOT STANDARD SPECIFICATION.
ROAD CROSS SECTION 2
SCALE: N.T.S.
�Exlsting Grade
m
'�- WARNING TAPE
TRENCH
COMPACT FILL
�(90%) OR AS PER UTILITY
COMPANY REQUIREMENTS
UNEXCAVATED
III �
2"0 SCH 40 PVC SPARE TELCO
CONDUIT (W/2001b MINIMUM PULL
WIRE)
NOTES:
1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED
MATERIAL MAY BE USED FOR BACKFlLL.
2. SAND BACKFlLL SHALL BE CLEAN, WASHED AND FREE OF DEBRIS OR
ROCKS LARGER THAN 1/8".
3. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL COMPACT IN 8" LIFTS.
REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO
VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING.
4. IF CURRENT AS -BUILT DRAWINGS ARE NOT AVAILABLE SUBCONTRACTOR
SHALL HAND DIG U/G TRENCHING.
5. INSTALLATION PER THE NEC.
6. DETECTION WIRE SHALL BE BURIED DIRECTLY ABOVE NON-METALLIC PIPING
AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND AS DIRECTED BY
THE CONSTRUCTION MANAGER.
TELCO/FIBER SERVICE TRENCH 5
SCALE: N.T.S. `1
0
a
CAP BOTH
PIPES
3"0 PIPE
(SUPPLIED BY OTHERS)
4"0 GALVANIZED U-BOLTS
0 HOLE
TYP. OF 24)
J"00" BOLT SST W/NUT
—J"O HOLE
(TYP. OF 6)
FINISHED
(�)
UTILITY SERVICE S�
SCALE: N.T.S.
NOTES:
1. HOT DIP GALVANIZE AFTER FABRICATION.
2. COORDINATE ALL DIMENSIONS WITH MESA SPAN
SPECIFICATIONS.
CONCRETE PIER
(TYP)
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
BRIDGE
CONSTRUCTION DRAWINGS
' 0 106/27/17 IFOR CONSTRUCTION '
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suke 200
Glen Allen, VA 23060
Phone: 804.290.7957
FWa+Wx:804.290.7928
.d—b-y—
,�eT�4ALux Intp, -
MARSHALL
L1c No. 48810
06/27/17 A
DRAWN BY:
ARB
REVIEWED BY:
BAR
CHECKED BY:
DRM
PROJECT NUMBER:
50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
CONSTRUCTION DETAILS
SHEET NUMBER
C-8
GPS COAX
GROUNDING PIGTAIL
ATTACHED TO GB1
GROUNDING PIGTAIL
ATTACHED TO GB1
(TYP OF 2)
q
PIER
q
PIER
e
m
PIER
16,-0"
PLATFORM LENGTH GROUNDING PIGTAIL ATTACHED GROUNDING PIGTAIL
TO BACKSIDE OF CABINETS ATTACHED TO GENERATOR
2 -0' �� 3 -4"-4" (TYP OF 2 FOR EACH CABINET) (TYP OF 2)
7"
GENERAL EQUIPMENT POWER/BATTERY FUTURE BATTERY
CABINET CABINET CABINET 50" LIFT OFF DOOR
OVP
8" 8" f 8"
13 D 20 KW C
I GENERATOR
�o
g
a �
LA 11 8 C D�E�F� IELCO HOX
RRH (TYP)
GROUNDING PIGTAIL
ATTACHED TO GB2
(TYP OF 2) GROUNDING PIGTAIL
ATTACHED TO ILC
(1)CONDUIT TO POWER SERVICE
(1)2"0 CONDUIT FOR A
PROPANE FUEL
MONITORING
(IF APPLICABLE)
PLATFORM PLAN
SCALE: N.T.S.
GROUNDING NARRATIVE:
1. INSTALL PLATFORM GROUND RING.
2. PROVIDE 18 GROUNDING PIGTAILS. REFER TO
PLATFORM PLAN FOR LOCATIONS.
3. ALL GROUNDING PIGTAILS SHALL BE #2 AWG SOLID
TINNED, UNLESS OTHERWISE NOTED. ALL PIGTAILS
SHALL BE 10' LONG AND TYWRAPPED.
4. ALL GROUNDING PIGTAILS SHALL BE BONDED TO
PLATFORM GROUND RING.
PIER
PIER FOUNDATION PLAN O
SCALE: N.T.S.
E
GROUNDING PIGTAIL GROUNDING PIGTAIL
ATTACHED TO TELCO BOX
ATTACHED TO PLATFORM
(TYP AT EACH CORNER
OF PLATFORM)
(2)2"0 CONDUITS TO
FIBER DEMARC.
COMPACTED
EQUIPMENT ANCHORAGE
BY MANUFACTURER
I// .NCU �i
�
4LU1
m ° (3) #3 TIES AT
1.5" O.C.
z MIN. 4000 PSI CONCRETE
I �
° (5) #8 CONCENTRIC
BARS SPACED EVENLY
#3 TIES AT 16" O.C.
3" 3"
CLR CLR
2'-6-
CONCRETE PIER
FOUNDATION 3
SCALE: N.T.S.
NOTE:
1. THIS DESIGN ASSUMES A 1500 psf SOIL BEARING
PRESSURE.
2. CONCRETE AIR CONTENT SHALL BE 5.5% PLUS OR
MINUS 1.5%.
VFP STEEL PLATFORM SELECTION
PLATFORM TYPE:
GROUND LEVEL STEEL PLATFORM (GLPS)
PLATFORM SIZE2:
9'-4" X 16'-0" (3 CABINETS W/ GENERAT.) VZWA-9.4xi6-GLSP-3
GENERAL OPTIONS
TELCO/FIBER DEMARCATION BOX (24"x24"x6")
VZ-DEMAR BOX
FOLD DOWN LAPTOP SHELF
VZ-SHELF-EXTERIOR
ONE 10LB FIRE EXTINGUISHER
VZ-FE-10#CO2/BOX
STEPS - ANTI SLIP TREAD (1 STEP)3
VZ-FLIP STEP
SAFETY CHAIN ASSEMBLY FOR ENTRANCE4
VZ-SAFETY CHAIN
GROUND BAR FOR OVP'S
VZ-GROUND-OVP
GROUND BAR FOR RRH'S, SEE NOTE 6
VZ-GROUND-RRH
GRATED STEEL PLATFORM OPTIONS
PLATFORM FRAME BASE SUPPORTS VZ-PLATFORM BASE -STANDARD
SAFETY RAILING OPTIONS
FB-SR-AATB57
SAFETY RAILINGS - REMOVABLE
ANGLED IRON W/TOE BOARDS -
9.4x16 (3 CABINETS W/GENERATOR)
ICE BRIDGE OPTIONS
COVERING EQUIPMENT CABINET - 3 CABINET VZ9.4X16-CNTLVR-ICE SHIELD
GENERATOR INSTALLATION OPTIONS
MODEL
M kW L A -
D M00001
AC GENERATOR INSTALLATION
FB-ACGEN-II
AC CIRCUIT - BATTERY CHARGER
FB-ACCIR-BC
AC CIRCUIT - BLOCK HEATER
FB-ACCIR-BH
TLC PANEL OPTIONS
NEMA 3R INTERSECT. 1PH, TVSS, ATS 30-POS
AA30OG-1PH-3R
ILC INSTALLATION WITH ATS AND TVSS
VZ-NEMA3-ILC-INSTALL-ATS
OTHER INSTALLATION OPTIONS
CHARLES BATTERY & BTS CABINET INSTALLATION
NICD-GLCS-CEL &
PWR-COM-GLCS-CEL (QTY 1)
AC RECTIFIER DROPS & WIRING TO POWER PLANT
RECT-GLCS-CEL (QTY 16) (20 amp)
THREE WALL MOUNT OVP INSTALL
RAY3315-GLCS-CEL (QTY 3)
NOTES:
1. GROUND LEVEL IS THE GENERAL OPTION. IN CASE THAT NEEDED ELEVATED PLATFORM
ELEVATED STEEL PLATFORMS (ESP) VFP MODELS TO BE USED.
2. 9'-4"X76'-O" PLATFORMS TO BE USED. CONSULT VERIZON PROJECT MANAGER IN CASE THAT OTHER SIZES
NEED TO BE USED. SEE ORDERING GUIDE FOR AVAILABLE OPTIONS.
3. NUMBER OF STEPS TO ACCOMMODATE DESIGN REQUIREMENTS.
4. SAFETY RAILING TO ACCOMMODATE DESIGN REQUIREMENTS. SUGGESTED FOR HEIGHT OF PLATFORM FROM
GROUND OVER 30".
5. SAFETY RAILING TO ACCOMMODATE DESIGN REQUIREMENTS. SUGGESTED FOR HEIGHT OF PLATFORM FROM
GROUND OVER 30".
6. ONLY FOR 16' PLATFORM.
�izon �
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
BRIDGE
CONSTRUCTION DRAWINGS
' 0 106/27/17 IFOR CONSTRUCTION '
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suie 200
Glen Allen, VA 23060
Phone: 804.290.7957
Fax: 804.290.792E
w dw beffym
L113 ��
%E MARSHALL
L11c.No. 4SS10
06/27/17 A
DRAWN BY:
ARB
REVIEWED BY:
BAR
CHECKED BY:
DRM
PROJECT NUMBER:
50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
VFP EQUIPMENT
PLATFORM DETAILS
SHEET NUMBER
C-9
GB1
12'-4"
R11 AH ICI I RCH I ICI I REH
GENERATOR
RBH I ICI I RDH I ICI RFH
GROUNDING PIGTAIL
ATTACHED TO GB2 GROUNDING PIGTAIL 1'-6.
(TYP OF 2) ATTACHED TO TELCO BOX
17'-0- (MAX)
PLATFORM ELEVATION 'A'
10'-1 3/4" (MAX)
9.-9..
ROOF CANOPY
AND ICE SHIELD
ANCHOR PLATE
ATTACHMENT BRACKET
(TYP OF 4)
GROUNDING PIGTAIL
GPS I
ATTACHED TO GENERATOR
GROUNDING PI(
(TYP OF 2)
ATTACHED TO
GROUNDING PI(
ATTACHED TO
(TYP 0
GROUNDING PIGTAIL
ATTACHED TO PLATFORM
(TYP AT EACH CORNER
OF PLATFORM)
PLATFORM ELEVATION 'B'
9'-9.
GENERATOR
ILI
PANEL
LAPTOP
TABLE
J
I
5
9,-4"
PLATFORM SECTION 'C'
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
ROOF CANOPY
AND ICE SHIELD
GROUNDING NARRATIVE:
1. INSTALL PLATFORM GROUND RING.
2. PROVIDE 18 GROUNDING PIGTAILS. REFER TO
PLATFORM PLAN FOR LOCATIONS.
3. ALL GROUNDING PIGTAILS SHALL BE #2 AWG SOLID
TINNED, UNLESS OTHERWISE NOTED. ALL PIGTAILS
SHALL BE 10' LONG AND TYWRAPPED.
4. ALL GROUNDING PIGTAILS SHALL BE BONDED TO
PLATFORM GROUND RING.
12'-4"
GROUNDING PIGTAIL ATTACHED
-TO BACKSIDE OF CABINETS
(TYP OF 2 FOR EACH CABINET)
16'-0"
17'-0- (MAX)
PLATFORM SECTION 'D'
SCALE: N.T.S.
12'-4"
ATTACHED TO ILC
16'-C"
PLATFORM SECTION 'E'
SCALE: N.T.S.
ver1z®niv
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
BRIDGE
CONSTRUCTION DRAWINGS
0 06/27/17 FOR CONSTRUCTION
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suke 200
Glen Allen, VA 23060
Phone: 804.290.7957
Fax: 804.290.7928
www.d—b-y—
" N'j
�MARSHALL
LTG No. 4 8810
06/27/17 A
DRAWN BY: ARB
REVIEWED BY: BAR
CHECKED BY: DRM
PROJECT NUMBER: 50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
VFP EQUIPMENT
ELEVATION DETAILS
SHEET NUMBER
C-10
momomd
PROPOSED VERIZON WIRELESS
PROPOSED CIRCUIT
200A, 10, 120/240V UTILITY
METER & DISCONNECT IN EXISTING
Ex;sfing Meter Bank
LABEL "VERIZON"
TO MATCH EXISTING
SPACE TO MATCH EXISTING
Existing Charles Cabinet
(COORDINATE WITH LOCH)
UTILITY COMPANY
Existing Handhole
PROPOSED H-FRAME
FOR FIBER
u O
0
200A 120/24OV, 10-3WIRE,
I PANELBOARD PP-1, I
3R 42 POLE. PROVIDE
BRANCH BREAKERS AS
REQUIRED FOR EQUIPMENT. PROPOSED VERIZON WIRELESS
20KW GENERATOR WITH 2O0A
OUTPUT CIRCUIT BREAKER
•
VERIZON WIRELESS
1831 1 COURT
RICHMOND, VA 23222
CABINET ® CARTERS
SURGE PROTECTIVE
DEVICE, 30A 2P BRIDGE
r CIRCUIT BREAKER
WITH #10
(/ CONDUCTORS
I I II I I I I \ -' II IIII u II _ II II II
I(3) CAT-5 CABLES IN 1" PVC CONDOR CONSTRUCTION DRAWINGS
_----------------------------------#- -�jtj 1107 II 1" I FROM ALARM GENERACIRCUTOR
TO S. COORDINATEEQUIPMENT
FINAL
\\ -------------------------- TERMINATIONS PRIOR TO INSTALLATION
--------�/ II II -__= II
--------------�/ A (2) 2#10, 1#10 GND BRANCH CIRCUITS
IN 1"PVC CONDUIT FOR GENERATOR
-------------------------- ------ ----------------/----------------- CHARGER AND JACKET HEATER. PROVIDE
- - - - - - - - - - - - - - - - - - -
CONNECTION TO SPARE 20A/1P CB IN
PANEL PP-1 FOR EACH BRANCH CIRCUIT
3" POWER CONDOR 2#8, 1#10 GND IN 1-PVC CONDOR
BY OTHERS BRANCH CIRCUIT FOR MESA CABINET VIA (2) 2" PVC CONDUIT, WITH (3) 3/0, 1#6G IN 3" PVC CONDUIT (3) #3/0 & (1) #6G IN 2" PVC CONDUIT
DISCONNECT. TRANSITION TO LIQUID TIGHT 3-WAY INNERDUCT WITH FOR STANDBY GENERATOR SERVICE 0 06/27/17 FOR CONSTRUCTION
#2/0 G SERVICE FLEXIBLE CONDUIT MIN 6"ABOVE FINISH PULL STRINGS IN EACH
GRADE FOR FINAL CONNECTIONS TO INNERDUCT FOR
GROUND PER NEC WIT TOLL CONDUIT (1) (PVC) EQUIPMENT. PROVIDE 120V, 3OA/IP CB IN TELEPHONE SERVICE GENE IN R PVC (SCH 40) FROM ATS TO
WITH PULL STRING & (1) 2" GENERATOR FOR CONTROL CIRCUITS
(WC) SPARE WITH PULL STRING PANEL PP-1 IN AVAILABLE SPACE FOR -
BRANCH CIRCUIT
NOTES:
ELECTRICAL RISER DIAGRAM /� 1. FINAL UTILITY DESIGN AND ROUTING TO BE CONFIRMED WITH Dewberry Engineers Inc.
AND SERVICE ENTRANCE (SCHEMATIC) / \ VERIZON WIRELESS C.M., LOCAL UTILITY COMPANY AND PROPERTY 4805 Lake Brook Drive, Suke 200
1 1 OWNER PRIOR TO CONSTRUCTION. Glen Allen, VA 23060
SCALE: N.T.S. Phone: 804.290.7957
2. TIE ELECTRICAL SERVICE INTO PROPOSED GENERATOR/TRANSFER Fax:804.290.7928
SWITCH. CONFIRM ALL WIRE SIZES WITH MANUFACTURER PRIOR www.d-loarry.-
TO CONNECTION.
ELECTRICAL GENERAL NOTES
1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB
SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT.
CONTRACTOR IS RESPONSIBLE FOR ALL FIELD VERIFICATION.
2. THESE PLANS ARE DIAGRAMMATIC ONLY, AND NOT TO BE SCALED.
3. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE,
EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC.
FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED
THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN
Al AS OTHERWISE REQUIRED.
4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT
CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND
OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR
GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY
UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL
"J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH
APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING
BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN
ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA,
AND I.
5. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS
OTHERWISE NOTED.
6. ELECTRICAL CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE
WITH ALL GOVERNING STATE, COUNTY, LOCAL ELECTRICAL CODES AND
O.S.H.A.
7. ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY ELECTRICAL
PERMITS, AND PAY ALL REQUIRED FEES.
8. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS
THAN ONE YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY
WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT
PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION AT
THE EXPENSE OF THE CONTRACTOR.
9. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE.
10. PROVIDE THE OWNER WITH ONE SET OF COMPLETE ELECTRICAL "AS
BUILT" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL
DIMENSIONS AND CIRCUITS, WITHIN 10 WORKING DAYS OF PROJECT
COMPLETION.
11. ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, ETC,
SHALL BE TURNED OVER TO PROJECT MANAGER AT JOB COMPLETION.
12. USE T-TAP CONNECTIONS ON ALL MULTI -CIRCUITS WITH COMMON
NEUTRAL CONDUCTOR FOR LIGHTING FIXTURE.
13. ALL CONDUCTORS SHALL BE COPPER.
14. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE
AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT
CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF
10,000 A.I.C.
15. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED
BY ALL APPLICABLE CODES.
16. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE
COURSE OF THE ELECTRICAL WORK.
17. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR
ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR
CONDUIT RUNS, PIPE RUNS, ETC. IT MUST BE CLEARLY UNDERSTOOD
THAT TENDONS AND REBAR WILL NOT BE DRILLED INTO, CUT, OR
DAMAGED UNDER ANY CIRCUMSTANCES.
18. LOCATION OF TENDONS AND RE -BARS ARE NOT DEFINITELY KNOWN AND
THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND
EQUIPMENT VIA X-RAY, OR OTHER DEVICES THAT CAN ACCURATELY
LOCATE THE REINFORCING STEEL TENDONS.
19. ALL EXISTING UNDERGROUND LINES ON SITE TO BE LOCATED PRIOR TO
CONSTRUCTION.
20. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS Al CATALOG
CUT -SHEETS ON ALL NON -SPECIFIED ORIGINAL MATERIALS AND
EQUIPMENT.
21. UPON COMPLETION OF WORK, CONDUCT CONTINUITY SHORT CIRCUIT, AND
FALL OF POTENTIAL GROUNDING TEST WITH WRITTEN REPORT SUBMITTED
TO THE PROJECT MANAGER FOR REVIEW AND APPROVAL.
22. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE
WORK IN A COMPLETE AND UNDAMAGED CONDITION.
23, ALL EXTERIOR WALL PENETRATIONS SHALL BE SILICONE SEALED.
24. ALL DOWNLEADS #2 TINNED COPPER TO BE PROTECTED BY 1/2" P.V.C.
PIPE AND SECURED TO EQUIPMENT OR TOWER.
25. COMPRESSION FITTINGS TO BE USED ON ALL "EMT" CONDUITS (NO
SETSCREWS).
26. ALL #6 STRANDED COPPER WITH GREEN INSULATION TO BE ATTACHED
WITH CRIMPED DOUBLE LUG BOLTED ATTACHED WITH CAD PLATED BOLTS
AND STAR WASHERS TYPICAL AND NO-OX GREASE.
27. COORDINATE ALL METER WORK WITH LOCAL UTILITY COMPANY.
CPS MOUNT
(NOTE 4)
#6 AWG
TINNED B(
ANTENNA MOUNT ANTENNA MOUNT ANTENNA MOUNT
(NOTE 4) (NOTE 4) (NOTE 4)
ANTENNA
ANTENNA
ANTENNA
ANTENNA
HYBRIFLEX GND
HYBRIFLEX
HYBRIFLEX GND
HYBRIFLEX
KITS
GND KITS
KITS
GND KITS
(SEE NOTE 1)
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
E6 AWG
11
GND BAR
GND BAR
GND BAR
GND BAR
RRU
RRU
RRU
#2 AWG
TINNED BCW
ANTENNA I, I GROUND BAR AT I" I TOWER GROUND
HYBRIFLEX IT'♦I'1I BASE OF TOWER ® RING
GROUND KITS
#6 AWG ANTENNA
HYBRIF�X EQUIPMENT
GROUND RING
I GND BAR AT PAD
NOTES:
1. BOND ANTENNA GROUNDING KIT CABLE TO GROUND BAR (GND BAR).
2. ALL CELL EQUIPMENT (BTS, BATTERY FRAME, POWER CABINETS, MISC.
EQUIPMENT FRAMES, ETC.) SHALL BE GROUNDED IN ACCORDANCE WITH
MANUFACTURER SPECIFICATIONS.
3. ALL METAL OBJECTS AT EQUIPMENT PAD SHALL BE BONDED AND JUMPERED
TO PAD GROUND.
4. GROUND ANTENNA WITH #2 AWG TINNED BCW DEDICATED LEAD BACK TO
GROUND BAR.
ICE BRIDGE AND
SUPPORT POSTS
GENERATOR
#2 AWG
TINNED BCW
GROUNDING DIAGRAM
SCALE: N.T.S. L
MARSHALL
U,_ No. 4S810
06/27/17 A
DRAWN BY:
ARB
REVIEWED BY:
BAR
CHECKED BY:
DRM
PROJECT NUMBER:
50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
RISER DIAGRAM &
GROUNDING SCHEMATIC
SHEET NUMBER
E-1
GROUNDING LEGEND
3
GROUND BAR
-------
GROUND COPPER WIRE, SIZE AS NOTED
t
MECHANICAL GROUND CONNECTION
®
5/8"X1O' COPPER CLAD STEEL GROUND ROD
OTEST
WELL
T
EXOTHERMIC (CADWELL) CONNECTION
— — —
PROPOSED GROUND RING
GROUNDING NOTES:
N
0
z
1. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE RESISTANCE VALUE IS
EXCEEDED, NOTIFY THE OWNER FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE
RESISTANCE VALUE. CONTRACTOR SHALL SUBMIT TO THE PROJECT MANAGER ALL TEST REPORTS
AND ONE COMPLETE SET OF PRINTS SHOWING "INSTALLED WORK".
2. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, AND FALL POTENTIAL GROUNDING TESTS FOR
APPROVAL SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS
RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION.
3. ALL EXPOSED GROUND WIRES ROUTED ALONG THE SIDE OF EQUIPMENT CABINETS OR ROUTED OVER
CONCRETE FOUNDATIONS OR OTHER EXISTING STRUCTURES SHALL BE INSTALLED IN PROPERLY
ANCHORED 3/4"4 (MIN.) PVC CONDUIT.
4. CONTRACTOR SHALL NOT DISTURB EXISTING GROUNDING SYSTEM. ANY DAMAGE SHALL BE REPAIRED
IMMEDIATELY AT NO ADDITIONAL COST.
5. ALL ELEMENTS OF ICE BRIDGE AND VERIZON WIRELESS UTILITY BACKBOARD MUST BE BONDED AND
JUMPERED TO GROUNDED COMPONENTS OF THESE SYSTEMS.
6. ALL INTERIOR CABLES AND WIRING SHALL BE NEATLY ROUTED IN OVERHEAD LADDER RACK AND
FASTENED TO LADDER RACK WITH WAX COATED STRING PER LUCENT TECHNOLOGIES INSTALLATION
STANDARDS. PLASTIC CABLE TIES SHALL NOT BE USED.
7. ALL GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARDS FROM POINT OF ORIGIN TO
TERMINATION POINT (GROUND BAR, GROUND RING, ETC.). CONNECTIONS TO OVERHEAD HALO
GROUND SHALL BE THE ONLY EXCEPTION.
8. GROUNDING CONDUCTORS SHALL NOT REVERSE DIRECTION (EXCEPT HALO AND BURIED GROUND
RINGS). OTHER EXCEPTIONS NEED TO BE APPROVED BY VERIZON WIRELESS PROJECT MANAGER
PRIOR TO INSTALLATION.
9. GROUNDING CONDUCTORS SHALL HAVE A MINIMUM BENDING RADIUS OF 8".
10. FENCE POSTS AT THIS SITE MAY NOT BE BONDED TO GROUND RING. ANY FENCE POST WITHIN 6'
OF ANY VERIZON WIRELESS EQUIPMENT (EQUIPMENT CABINETS, GENERATOR, FUEL TANK, ICE BRIDGE,
ETC.) SHALL BE BONDED TO THE VERIZON WIRELESS EQUIPMENT CABINETS GROUND RING OR
COMPOUND GROUND RING.
11. VERIZON WIRELESS EQUIPMENT CABINETS GROUND RING SHALL BE BONDED TO TOWER AND
COMPOUND GROUND RINGS IN 2 PLACES EACH.
12. PRIOR TO POURING CONCRETE, ALL REBAR LOCATED NEAR THE BOTTOM OF THE FOUNDATION SHALL
BE BONDED TOGETHER TO FORM A SINGLE GROUNDING ELECTRODE, BY STEEL TIES OR OTHER
EFFECTIVE MEANS APPROVED BY NEC 2011 AND STRUCTURAL ENGINEER, AND BONDED TO THE
GROUND RING AS DETAILED IN THESE PLANS. (INSPECTION MAY BE REQUIRED PRIOR TO POURING
CONCRETE AND MUST BE COORDINATED BY CONTRACTOR.)
13. IN ACCORDANCE WITH NEC 2011 REQUIREMENTS, ALL GROUNDING ELECTRODES PRESENT ON SITE
SHALL BE BONDED TOGETHER (REFERENCE 2011 NEC ARTICLE 250.50)
CONNECT TOWER GROUND
RING TO PROPOSED
COMPOUND GROUND RING
(MIN. 4 LOCATIONS)
�x x x — x— x x x x-
-------------��
x
7—
GROUND MONOPOLE TO 11 /
TOWER GROUND RING /
x \ (TYP. OF 4) E-3
I i
Z GROUND GPS
(TYP. OF 2)^
O
x O O
x�
x I oIII
0 o p� l
O
/ / I
x 4 GROUND BAR
E-3 TOWER BASE
x
PROPOSED TOWER
_ � -4
PROPOSED COPPER -CLAD 1p
STEEL GROUND ROD.
5/8"4 MIN. AND 10' LONG, E-3
MIN. SPACED AT 10'
x x x x x x x x
EQUIPMENT RING
#2 AWG SOLID TINNED
GROUND WIRE (TYP.)
e7 PROPOSED TEST WELL CONNECT TO PROPOSED
E-3 (TYR)� COMPOUND GROUND RING
(MIN. 2 LOCATIONS)
F— O
\ \
\ TTK
/ GROUND RING PROPOSED GROUND TO _
ICE BRIDGE SUPPORT
POSTS (TYP.-ALL ICE x
x / BRIDGE POSTS)
I — — 2 i
x I E-3
GROUND H-FRAME GROUND CONCRETE x
/ X�(TYP. OF ALL POSTS) PIERS (TYP.)
x I
x
X X X X X X X X X X - X X X X X X_X X X X X
NOTE_
1. CONTRACTOR TO VERIFY ALL
EQUIPMENT/CABINET GROUNDING BY
MANUFACTURER HAS BEEN INSTALLED AND IS
FUNCTIONING PROPERLY.
2. PIGTAILS FROM PLATFORM ARE NOT SHOWN
FOR CLARITY. THE CONTRACTOR SHALL TIE
ALL PLATFORM PIGTAILS TO THE PLATFORM
GROUND RING. SEE PLATFORM PLAN/VFP
EQUIPMENT PLATFORM DETAILS FOR EXACT
NUMBER AND LOCATION OF EQUIPMENT
PLATFORM PIGTAILS.
NOTE:
1. GROUND METER PER N.E.C. STANDARDS.
I �
I, m--W-M - �-' - 7 i�-1 �
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
BRIDGE
CONSTRUCTION DRAWINGS
' 0 106/27/17 IFOR CONSTRUCTION '
�-®=®=y®
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suite 200
Glen Allen, VA 23060
Phone: 804.290.7957
FWe+ BD4.290.7928
.d—berry.—
L113
�MARSLL
HA
LiG No. 4 8810
06/27/17 A
DRAWN BY:
ARB
REVIEWED BY:
BAR
CHECKED BY:
DRM
PROJECT NUMBER:
50079910
SITE ADDRESS:
4319 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22902
SHEET TITLE
GROUNDING PLAN
SHEET NUMBER
E-2
GROUNDING PLAN
SCALE: N.T.S.
1/4"- UNC X 1/2" BOLT (C.U.)
NUT & WASHERS (TYP.)
DOUBLE BOLT GROUND LUG
#2 INSULATED GREEN
STRANDED TAP (C.U.)
— EQUIPMENT
CONNECTION TO EQUIPMENT DETAIL
SCALE: N.T.S.
TO GROUND RING
ERICO DIRECT BURIAL
GROUND CLAMP
(EK16/EK17)
ANTENNA CABI
WEATHERPROOFING KIT
(SEE NOTE 3)
CABLE GROUNI
#6 AWG STRANDED CO
GROUND WIRE (GROUNDE
GROUND BAR) (SEE NOTE 1 & 2)
#2 AWG BARE TINNED COPPER WIRE
(ROUTED BELOW OR THROUGH SIDE OF
CONCRETE FORM TO GROUND RING)
REINFORCING
STEEL
PAD
REBAR GROUNDING DETAIL 2
SCALE: N.T.S.
e
" TO 24"
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE
KIT WITH TWO -HOLE LUG.
3. WEATHER PROOFING SHALL BE ANDREW TWO-PART TAPE
SUPPLIED WITH KIT. COLD SHRINK SHALL NOT BE USED.
HYBRIFLEX JUMPER (TYP.)
CONNECTOR
WEATHERPROOFING
KIT (TYP.)
ANTENNA CABLE
TO BTS EQUIPMENT (TYP.)
CONNECTION OF CABLE GROUND
KIT TO ANTENNA CABLE DETAIL ���
SCALE: N.T.S. `�
ANTENNA
OUTLINE
TYPICAL
TYPE GAR-TC
CLAMP - OR
CADWELD TO MAST
JUMPER
LEX CIGBE JUMPER
JUMPER JUMPER
2 AWG BCW
0 CIGBE (TYP.)
ELEVATION
GROUND LUG TO
TOWER
ANTENNA MOUNT
GROUNDING DETAIL e
SCALE: N.T.S.
STAINLESS STEEL HARDWARE
GROUNDING CABLE
A
TWO HOLE COPPER
COMPRESSION TERMINAL
GROUND BAR
A
ELEVATION
STAR WASHER (TYP.)� FLAT WASHER (TYP.)
3/8"x1 1/2" HEX BOLT
NUT (TYP.)
GROUND BAR
EXPOSED BARE COPPER TO BE
GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO
INSULATION ALLOWED WITHIN THE
COMPRESSION TERMINAL (TYP.)
SECTION 'A —A'
NOTES:
1. DOUBLING UP OR STACKING OF
CONNECTIONS IS NOT PERMITTED.
2. OXIDE INHIBITING COMPOUND TO BE USED
AT ALL LOCATIONS.
TYPICAL GROUND BAR
MECHANICAL CONNECTION DETAIL
SCALE: N.T.S. 3
TO ANTENNAS
WEATHERPROOFING
RX2 TAT i TTX1/RX1 / KIT (TYP')
ANDREW SUREGROUND
TYPE KIT (TYP.) z
N �
#6 AWG
ANTENNA GROUND BAR,
BONDED DIRECTLY TO
TOP OF TOWER
CONNECTION OF GROUND WIRE
TO GROUNDING BAR DETAIL 3�
SCALE: N.T.S.
U
FINISHED GRADE
1T
oQ
of
z3w
�o
w
w Im
iv o w
CADWELD
5/8"000'-0" LONG
�#2
(MIN.) COPPER CLAD
GROUND ROD
AWG SOLID TINNED
COPPER GROUND WIRE
NOTES:
1. CADWELD TO GROUND RING
AFTER GROUND ROD HAS
BEEN DRIVEN INTO PLACE.
2. FROST LINE TO BE VERIFIED.
GROUND ROD 10
SCALE: N.T.S.
24"
O
O
O
O
O
O
O
O
O
O
0
0
O
O
O
O
O
O
O
0
0
0
0
0
0
0
0
0
0
THE GROUND BAR IS 1/4" THICK, 4" WIDE, 24" LONG. IT HAS
A UNIVERSAL HOLE PATTERN.
NOTE:
ALL HOLES ARE 7/16" UNLESS
SPECIFIED DIFFERENTLY.
LEGENn
1. GALVANIZED GROUND BAR, 1/4"x4"x24", SITE PRO P/N
HDG42463-K. HOLE CENTERS TO MATCH NEMA DOUBLE
LUG CONFIGURATION.
2. STANDOFF INSULATORS (INCLUDED IN KIT).
3. GALVANIZED WASHER.
4. STAINLESS STEEL MOUNTING BRACKET (INCLUDED IN KIT).
5. TAMPER RESISTANT SS BOLT FOR GROUND BARS, SITE
PRO P/N TRHK.
GROUND BAR DETAIL 4
SCALE: N.T.S.
SAFETY METER SOCKET/MAIN
6" PVC PLUG
DISCONNECT AT METER RACK
DEMARCATION
(BY CONTRACTOR) AND INSTALL LONG
6" PVC COUPLING PANEL
SHANK LOCK ON ARM TO PREVENT
(THIRD)
OF TAMPERING.
FINISHED GRADE
TI11-ill-11
IIIIII�IIIIIIIIIIIIIII,I
1 TINNED AWG #2 BARE COPPER WIRE
#2 SOLID TINNED COPPER
TEST LOOP, CADWELD TO GROUND RING
CONTINUOUS TO GROUND RING
TINNED AWG #2 SOLID
GROUND RING
GRADE
TRENCH BOTTOM
NOTCH SIDES OF 6" PVC SCHEDULE 40 PIPE
GTO
ALLOW EXR/ENTRANCE OF GROUND RING
CT TO GROUND RING
F7ROD
RCLAD STEEL GROUND
COPPER -CLAD STEEL GROUND ROD
/8"0 x 10'-0" LONG
MIN. 10' LONG, MIN. DIA. 5/8"—-
GROUND SYSTEM TESTING WELL-0
SCALE: N.T.S.
METER SOCKET GROUNDING 30�
SCALE: N.T.S.
verizom'
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CARTERS
BRIDGE
CONSTRUCTION DRAWINGS
' 0 106/27/17 IFOR CONSTRUCTION '
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suite 200
Glen Allen, VA 23060
Phone: 804.290.7957
FWa+ BD4.290.7928
.d—berry.—
L113 etA�
%E MARSHALL
U,- No. 4$S10
06/27/17 A
MONOPOLE
GROUND BAR
DRAWN BY:
ARB
TO ANTENNA`
OF MONOPOLE
NOTE 1.
REVIEWED BY:
BAR
STANDARD GROUND KIT (TYP)GROUND
CIANTENNA
LUG
CHECKED BY:
DRMSIZE
6 AWG STRANDED CuANTENNA
GROUND BAR
WIRE WITH GREEN, 600V, BOTTOM OF MONOPOLE
THWN INSULATION (TYP) SEE NOTE 1.
PROJECT NUMBER:
50079910
COAX CABLE (TYP FOR ALL)�`,I
XOTHERMIC WELD
SIZE 2 AWG Cu
SITE ADDRESS:
TO TRANSMISSION EQUIPMENT VIA
SOLID BARE TINNED
TRAY OR ICE BRIDGE
COPPER WIRE
SIZE 2 AWG BCW SOLID TINNED
I !MONOPOLE FOUNDATION
GROUND RING
4319 SCOTTSVILLE ROAD
- IZE 2 AWG BCW SOLID
CHARLOTTESVILLE,
VA 22902
EXOTHERMIC TINNED EXOTHERMIC WELD
WELD (TYP.)TO MONOPOLE BASE PLATE
NOTE,
1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE
TYPE OF MONOPOLE, ANTENNA LOCATION AND CONNECTION
ORIENTATION. PROVIDE AS REQUIRED. GROUND BAR IS NOT
REQUIRED FOR SITES WITH ONE COAX CABLE.
MONOPOLE GROUNDING
SCALE: N.T.S.
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
E-3