HomeMy WebLinkAbout20-07 Verizon Wire. Burnt Fact Telecommmunications Facility - Red Bud - Backfile (2)A B C D E E G H J K L M N P Q
IN
VALLEY MILL RD
ROUTE #65, N Lt3
(R.M VARIES)
TM #55 A 165
N/F \ \ \
BAYLIS INVESTMENTS, LLG Z
DEED BOOK 806, PAGE 136 S i- BERRYVILLE
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TM #55
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BAYLIS INVESTMENTS, LLG 5. \\ \
DEED BOOK 806, PAGE 13(0 \
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: RA \
RESIDENTIAL p
\\ \ 20' SANITARY SEWER EASEMENT
\\ __ IN5TRURMRNT #060020g35 S 7 -
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TM #55 A 164 k� O 33 i3
N/F
ROBERT E. S &LADDIE R. GARTER ''0
DEED BOOK 445 PAGE 555
ZONING: RA��
RE51DENTI AL 0 J5EMENT
TM #55 3 E
ROGER W. GARTER 40'TEMPORARY CONSTRUCTION EA
DEED BOOK 303 PAGE 345 INSTRUMENT #060020g35
ZONING: RA / \ EXISTING FENCED TELECOMMUNICATION
COMPOUND W/ Iq5-0" MONOPOLE.
RESIDENTIAL JfM N 3 D \ SEE 2/G-I FOR DETAILS
WANNA S. GARTER \ _�
INSTRUMENT
#020000231 /
ZONING: RA
RESIDENTIAL
/ TM #55 3 C
N/F \ EX WATER STORAGE •
LUWANNA 5. GARTER ° LAND OF
INSTRUMENT #020000231 I FREDERIGK - WINGHESTER SERVICE AUTHORITY
ZONING: RA PARCEL ID# 56 A Iq
RESIDENTIAL.- DEED BOOK 511 PAGE 145
/ M #55 3 B \ 56.52 ACRES
N/F ZONING: RA
LUWANNA 5. GARTER \ RESIDENTIAL
INSTRUMENT #020000251
ZONING: RA
RE51 DENTI AL
OVERHEAD LINES
TM #55 4 IA \
N/F
RICHARD S. DIMMEL t MARY E. DIMMEL \
INSTRUMENT #060012622
ZONING: RA — 12' WIDE INGRE55
RESIDENTIAL AND EGRESS EASEMENT DE5CRIBED IN
INSTRUMENT #060012622 O�
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BEFORE
YOU DIG!
CALL
UTILITY
LOCATION
SERVICES
IT'S THE LAW!
MISS
UTILITY
1-800-552-7001
S
63°
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EXISTING / \ 0,
ACCESS ACCESS GATE / \
LAND OF
FREDERIGK - WINGHESTER SERVICE
AUTHORITY DEED BOOK 600, Page bql \
ZONING: RA \
RE51 DENTI AL
/ TM #56 A 18
N/F
FREDERIGK-WINGHESTER SERVICE AUTHORITY
DEED BOOK 511 PG 151
ZONING: RA
\ RESIDENTIAL
\
GLARKE COUNTY
TM #6 1 2
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PAT E. B ANGELA L
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°4) AGRICULTURAL
WN207 7 EAST
GLARKE COUNTY
\ TM#615
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STEPHEN L. $ ANGIE L.
PEYTON
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TM #55 A 212
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THE CANYON, LC
INSTRUMENT #040014-115
ZONING: RP
RESIDENTIAL \
/ GLARKE COUNTY
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\ / \ INO ZONININ G: AOG
AGRICULTURAL
SITE PLAN I /G-2 ZN
SCALE: 1 " = 100'
\
\
,�Urlst factory G S E
Vine Rd CLOCK SMIDT
ENGINEERING, INC.
SITE 1374 W. JARRETTSVILLE ROAD
FOREST HILL, MARYLAND 21050
u
F~ PHONE: 410.893.9293
4'y f c
FAX 410.893.9295
WWW. GSEI. COM
Julo-t L)r
i V is I
MORRIS & RITCHIE
t - C ASSOCIATES, INC.
i Structural Engineers
1220-C East Joppa Road, Suite M
Towson, Maryland 21286
410-821-1690
410-821-1748 Fax
urinirsg Ktx�ks �`���try �'� ,
M.T.S. f<
E. SIVERLM
PRC Ell ANAL74
SITE NOTES:
I. APPLICANT: VERIZON WIRELESS
g000 JUNCTION DRIVE
ANNAPOLIS JUNCTION, MD 20-701
TEL. (301) 512-2000
FAX (501) 5I2-2186
APPLICANT'S ATTORNEY: FRANK STEARNS, E50
VENABLE, BAETJER AND HOWARD. LLP
5010 TOWER5 CRESCENT DRIVE, SUITE 500
VIENNA, VIRGINIA 22182
703.760.1667
2. PROPERTY OWNER: FREDERIGK-WINGHESTER SERVICE AUTHORITY
4015 WA51-1IN&TON ROAD
McMURRAY, PA 15317
540.722.357q
3. SITE DATA: PARCEL ID #: 56 A 11, TRACT B
DEED BOOK: 511 PAGE: 145
MAGISTERIAL DISTRICT: RED BUD
TRACT AREA: 56.52 AG.+/ -
ADDRESS: Iql EDDY'5 LANE _
WINGHESTER, VIRGINIA 22602
EXISTING USE: TELECOMMUNICATIONS FACILITY
4. CURRENT ZONING: RA •_
5. LATITUDE: N3q° 10' 45.50" GROUND ELEVATION: 633' AM5L (AV6.)
LONGITUDE: h78" 01 53.80" EXISTING STRUCTURE HEI6HT: 82-1' AMSL Iq4' A6L �I
6. TOTAL DISTURBED AREA = 11078 5F
7. THE PROPOSED FACILITIES WILL GON515T OF ONE (1) 10' WIDE X 30' LONG X II' HIGH UNOGCUPIED COMMUNICATION I�
EQUIPMENT SHELTER WITHIN A PROPOSED BUMP OUT OF THE EXISTING COMPOUND AND TWELVE (12) ANTENNAS 1I
MOUNTED ON A PLATFORM MOUNT AT ELEVATION 140'-0" ON THE EXISTING I014'-0" MONOPOLE FOR TRANSMISSION
AND RECEPTION OF VERIZON WIRELESS TELECOMMUNICATIONS. SHELTER FLOOR AREA 360 5.F. �I
8. THE STRUCTURE WILL NOT SUPPORT LIGHTS OR 516NS UNLESS REQUIRED FOR AIRCRAFT WARNING OR
OTHER SAFETY RECORDS.
q. THE APPLICANT WILL PROVIDE A CERTIFICATION FROM A REGISTERED ENGINEER THAT THE 5TRUGTURE '
WILL MEET THE APPLICABLE DESIGN STANDARDS FOR WIND LOADS, OF THE ELECTRONIC INDUSTRIES
ASSOCIATES (EIA). � .-
10. IF THE ANTENNAS ARE NO LONGER U5ED FOR TELECOMMUNICATIONS PURP05E5 FOR A GONTINUOU5 PERIOD OF w
ONE (1) YEAR, THEY SHALL BE REMOVED BY THE ANTENNA OWNER AT OWNER'S EXPENSE.
11. NO WATER OR SANITARY UTILITIES ARE REQUIRED FOR THE OPERATION OF THIS FACILITY. C: �5
12. STORMWATER MANAGEMENT NOTE: NO 5TORMWATER MANAGEMENT I5 REQUIRED FOR THIS SITE. I� A \
15. THE EXTERIOR OF THE SHELTER SHALL BE A GRAVEL FINISH.
14. BOUNDARY SHOWN PER CITY RECORDS. EXI5TIN6 51TE FEATURES SHOWN PER 51TE VISIT BY MORRIS $ RITCHIE _�11
A550GIATES, INC., JUNE 2006. al„�
15. THIS PLAN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. PLAN 15 SUBJECT TO EASEMENTS AND �U
RESTRICTIONS OF RECORD.
16. ALL DETAILS SHOWN ARE "STANDARD" OR "TYPICAL" FOR REFERENCE ONLY. FOR ACTUAL DETAILS, SEE Ip 3 -C
ARCHITECTURAL, STRUCTURAL, OR CONSTRUCTION PLANS BY OTHERS. J
17. THE COMMUNICATION SHELTER SHALL BE UNMANNED, WITH INFREQUENT VISITS (FOUR OR FEWER PER YEAR) BY
MAINTENANCE PERSONNEL, AND WITH ACCESS AND PARKIN& FOR NO MORE THAN ONE VEHICLE. THE PROP05ED
FACILITY 15 NOT FOR HUMAN HABITATION AND THEREFORE HANDICAP ACCESS 15 NOT REQUIRED.
18. THE PROPOSED COMMUNICATIONS SHELTER, ANTENNAS AND RELATED MOUNTING DEVICES DO NOT EXCEED
TWELVE (12) FEET IN TOTAL HEIGHT.
Iq. GLARE PROJEGED BY LIGHTING ON THE PROPERTY WILL BE SHIELDED TO AVOID A NUISANCE WITH REVISIONS:
ADJOINING PROPERTIES.
GENERAL NOTES: NO. DESCRIPTION DATE
I. CONTRACTOR SHALL NOTIFY "MISS UTILITY" (1-500-552--1001) HOURS PRIOR TO DOING ANY ZONING DRAWINGS 2/13/07
EXCAVATION IN THIS AREA. CONTRACTOR SHALL CONTACT A SUBSURFACE UTILITY LOCATOR FOR COUNTY REV. CMTS 4/18/07
LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCMENT OF ANY CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS BY TEST PIT AS NECESSARY.
LOCATION OF UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE AND FOR PLANNING PURPOSES
ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES
BEFORE GOMMENCIN& WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DAMAGE TO UTILITE5 OR PROPERTY OF
OTHER BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRECON5TRUCTION
CONDITIONS BY THE CONTRACTOR.
2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND
ORDINANCES, THE LATEST EDITION THEROF.
3. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THI5 PROJECT FROM ALL LAST REV.:
APPLICABLE GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENT5 OF THE PERMITS. PROJECT NO: 10421.346
4. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE UTILITY OWNERS. DATE: 5e tember 22, 2006
5. THESE PLANS ARE NOT FOR RECORDATION OR CONVEYANCE.
SCALE: PAS NOTED
6. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE
REMOVED) SHALL BE REPAIRED TO PRECON5TRUCTION CONDITIONS BY THE CONTRACTOR. TITLE:
REOU I RED S I CGNATURES Site
Plan
FREDERIGK COUNTY ZONING ADMINISTRATOR DATE
917E PLAN 19 VALID FOR (W PIVE YEA" PROM DAM OP SIGNATURE SHEET:
PROPERTY OWNER DATE cmi
3
m
IN
10
11
A B C D E F G H J K L M N P Q
0
BEFORE
YOU DIG!
CALL
UTILITY
LOCATION
SERVICES
IT'S THE
LAW!
MISS
UTILITY
1-800-552-7001
GOMFOUNt7 LAYOUT VC-2 N
SCALE: 1 " = 10'
2'—C"
ROUND —OFF
5:1 MAX
SLOPE
CARD
3" MIN., 3/4" AGGREGATE SURFACING
OVER 6" MIN. SUB —BASE COMPACTED IN
LAYERS OF 3"
MIRAFI 50OX OR APPROVED EQUAL
GEOTEXTILE FABRIC TO EXTEND 1'-0"
OUTSIDE FENCE, UNDER ACCESS DRIVE
AND TURN AROUND
PROOF ROLL AND
STABILIZE SUBGRADE EXISTING GROUND
SURFACE
SLOPE I/4" PER FT
GRADE AREA LEVEL
STRIP TOPSOIL
EXCAVATE AS
REQUIRED TO MEET
FINISH GRADE
COMPACTED FILL AS
REQUIRED TO MEET FINISH
GRADE (6" LIFTS MAXIMUM)
CONSTRUCTION NOTES:
I. CLEAR AND GRUB THE LAND ALONG THE ACCESS DRIVE.
2. REMOVE ALL EXISTING ORGANIC MATERIAL TO SUITABLE SUBGRADE.
3. PLACE OE07EXTILE FABRIC OVER SUBGRADE AND THEN PLACE AGGREGATE BASE.
4. GRAVEL SUBBASE SPECIFICATION:
MARYLAND DOT:
SECTION 504 GRADED AGGREGATE BASE COURSE
VIRSINIA DHT:
SECTION 210 AGGR6A7E BASE COURSE
LEASE ARZA, ACCESS PRIME ANn
TURN AROUND AREA SURFACING
SCALE: N.T.S.
ANTSL LPA 800,50/S0F
ANTSL LFA-185080/Stir-
VER I ZON - ANTENNA OETA I LS
NOT TO SCALE
GABLE PORT
FRONT HALL 5L5YATION A
GABLE PORT
STANDARD
LOCATION —
RSAR HALL 5L51/A7ION G
GRAVEL FINIS-`-`
A.G. UNIT
=.F.
U
i
LC -FT WALL 5L5\/>4TION 5
GRAVEL FINISH
C. UNIT
W W
O
i
RIGHT HALL EL.S\/ATION P
TYF. VER I ZON A I RELESS SHELTER ELEVAT 1 ONS
DIMENSIONS SHOWN ARE FOR REFERENCE ONLY.
EX LIGHTNING ROD
EX ANTENNAS
Y ELEV = 155'-0"
EX SHENANDOAH COMM. ANTENNAS
ELEVOIL
EX CINGULAR ANTENNAS
ELEV = 165'-0"
0jL EX NEXTEL ANTENNAS
ELEV = 150'—O"
OL PROP VERIZON WIRELESS INSTALf ATI
ELEV = 140'—O"
1
EX MICROWAVE
DISH
PROPOSED VERIZON
WIRELESS
12'x30' SHELTER
EXISTING
GRADE
1
>�
cz O
v O
�'t
O
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F
TOINER ELEVATION
SCALE: NT5
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< <I
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-1 Ww
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(KSE
CLOCK sMIDT
ENGINEERING, INC.
1374 W. JARRETTSVILLE ROAD
FOREST HILL, MARYLAND 21050
PHONE: 410.893.9293
FAX 410.893.9295
WWW.GSEI.COM
MORRIS & RITCHIE
ASSOCIATES, INC.
Structural Engineers
1220-C East Joppa Road, Suite 505
Towson, Maryland 21M
410-821-1690
410-821-1748 Fax
'4
T R A E. DER
No.023439- '
F
AL
REVISIONS:
NO. DESCRIPTION DATE
ZONING DRAWINGS 2/13/07
COUNTY REV. CMT'S 4/18/07
LAST REV.:
PROJECT NO: 1042T346
DATE: September 22, 2006
SCALE: A5 NOTED
TITLE:
Site
Plan
SHEET:
Cm2
O
3
O
7
10
11
A B C D E F G H J K L M N P Q
a
d-
Vl� GU(VI YrtLLIV I
,ANTENNA SECTOR PLAN
SCALE:SiB" 1'-0"
GPS ANTENNA
PROVIDE GALVANIZED
I%4" SCHEDULE 40 PIPE
FOR GPS ANTENNA
COORDINATE MOUNTING
HEIGHT WITH VZW
REPRESENTATIVE
4' ABOVE SHELTER
OO
O O
MIGROFLE(T BRACKET O O
PART #51541
BEFORE
YOU DIG!
CALL
UTILITY
LOCATION
SERVICES
IT'S THE
LAW!
MISS
UTILITY
1-800-552-7001
O O
0 0
BUSHING CLAMP O O
DIA x I'-3" LONG
THREADED ROD
PROPOSED 3%2" O.D.
GALVANIZED PIPE
NOTE:
VERIFY ACTUAL GPS MOUNTING LOCATION
AND MOUNTING HARDWARE WITH VERIZON
WIRELESS CONSTRUCTION MANAGER PRIOR
TO START OF CONSTRUCTION
PETAL L. - ICE 5R I P&E
MOUNTEfl GPS UN I T
SCALE: NOT TO SCALE
O CIL
STEEL BASE PLATE (ORIENTATE COMMUNICATIONS
PLATE AS SHOWN), SEE SECTION SHELTER ABOVE
I/S-I, TYP.
FOUNDATION PLAN
SCALE: %4" = 1'-0"
EXTERIOR FACE
OF SHELTER
57EEL BEAM BY SHELTER
MANUFACTURER, TYP.
TYP 3�6 4 Lr__�
I"xl0"x0'-10" 57EEL BASE
PLATE, TYP.
GRAVEL �cv _j
_ v
z_
m
5" GLR
TO TIES
a a
a ((1 v
a
2'-6" MIN
GONGRE-Tr- P I ER
SECTION 1 /5-
SGALEW' = I'-0"
FINISHED GRADE
/4 TYP
5/4'' DIA ANCHOR BOLT (2
PER PLATE), TYP.
#5 TIES AT 6" OG, TYP.
(4) #g BARS VERT,
DISTRIBUTED EVENLY
AROUND PIER, TYP.
CHAIN LINK TOP SELVAGE BARBED
AND TWISTED BOTTOM SELVAGE
KNUCKLED
TIE WIRE BARBED WIRE, TYP
RAILS, GLASS B STEEL
TUBING, 1 1/4" DIA.
(I 5/8" OD) SGH 40 (TYP.)
END POST, GLASS B
STEEL TUBING, 2 1/2" DIA.
(2 7/8" OD) SGH 40 (TYP.)
r2" MIN.
TENSION WIRE
m
CONCRETE FOOTING (T)F.)
10'-0" MIN
11115100
LINE POST, GLASS B
STEEL TUBING, 2" DIA.
(2 3/8" OD) 5GH 40 (TYP.)
LINE POST TIES
CHAIN LINK PENCE METAL -
NOT TO SCALE
GENERAL NOTES:
I. BUILDING CODES
12. CAST IN PLACE CONCRETE
A. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE "SPECIFICATIONS FOR
(K�
A. ALL CONSTRUCTION SHALL CONFORM WITH THE 2003 INTERNATIONAL STRUCTURAL CONCRETE FOR BUILDINGS (AGI 301)"; AND TO THE "BUILDING GORE CLOCK SMIDT
BUILDING CODE (IBC 2003) SECTION 312 USE GROUP 'U', TIA/EIA STANDARD REQUIREMENTS FOR REINFORCED CONCRETE (AGI 318)".
(TIA/EIA-222-G) AND ALL SUBSEQUENT SUPPLEMENTS. ENGINEERING, INC.
B. IN ADDITION, ALL CONSTRUCTION SHALL CONFORM WITH THE VIRGINIA UNIFORM B. IN ADDITION TO THE ABOVE, ALL CONCRETE WORK SHALL CONFORM TO THE 1374 W. JARRETTSVILLE ROAD
STATEWIDE BUILDING CODE AND THE GOVERNING LOCAL BUILDING CODE. FOLLOWING: FOREST HILL, MARYLAND 21050
I. RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING (AGI PHONE: 410.893.9293
G. CHAPTER I VUSBG MIN INSPECTIONS SHALL BE GONDUSTED BY THE FREDERIGK SOS) FAX: 410.893.9295
PIER COUNTY INSPECTION STAFF. REQUEST TO UTILIZE A THIRD PARTY INSPECTION 2. RECOMMENDED PRACTICE FOR GOLD WEATHER CONCRETING (AGI WWW.GSELCOM
AGENCY THAT COMPLIES WITH THE FREDERIGK COUNTY POLICY, SHALL HAVE PRIOR
APPROVAL GRANTED BY THE BUILDING CODE OFFICIAL 506) .
5. RECOMMENDED PRACTICE FOR CONCRETE FORMWORK (AGI 547).
2. DESIGN LOADS =�I : =
C. ALL CONCRETE EXPOSED TO PUBLIC VIE '
W SHALL CONFORM TO THE ! , ' * + —
A. THE MINIMUM DESIGN DEAD LOADING FOR ALL FRAMING IS BASED ON REQUIREMENTS FOR ARCHITECTURAL CONCRETE CONTAINED IN AGI 501.
THE CONSTRUCTION MATERIALS SHOWN ON THE DRAWINGS AND
INDICATED IN THE SPECIFICATIONS. D. ALL CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE STONE AGGREGATE
CONCRETE HAVING A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF 5000 PSI. MORRIS & RITCHIE
B. THE MINIMUM DESIGN LIVE LOADING FOR ALL FRAMING IS AS FOLLOWS: ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE AN AIR ENTRAINMENT OF 590
+/- 1%. NO ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL BE PERMITTED. ASSOCIATES, INC.
WIND LOAD: BASIC WIND SPEED (3-SEGOND GUST) c10 MPH MAXIMUM AGGREGATE SIZE SHALL BE ", AND MAXIMUM SLUMP SHALL BE 5", 4" Structural FaWineem
TIA/EIA VER G SERVICE WIND SPEED 60 MPH FOR SLABS ON GRADE. ALL CONCRETE, EXCEPT FOOTINGS, SHALL CONTAIN A 1220-C East Joppa Road, Suite 505
WIND LOAD IMPORTANCE FACTOR (1) 0.87 WATER REDUCING ADMIXTURE. PORTLAND CEMENT SHALL CONFORM TO ASTM G Towson, Mm7land21286
150 AND NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM G 33. 410-821-1690
WIND EXPOSURE CATEGORY G 410-821-1748 Fax
5. MISCELLANEOUS E. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A
PIER 615 GRADE 60. ALL WELDED WIRE FABRIC (W.W.FJ SHALL CONFORM TO ASTM A
A. THE CONTRACTOR SHALL (HECK AND VERIFY ALL DIMENSIONS SHOWN 155. LAP ALL REINFORCING BARS A MINIMUM OF 48 BAR DIAMETERS AND ALL
ON THE CONTRACT DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. W.W.F. A MINIMUM OF TWO FULL GRIDS, UNLESS OTHERWISE INDICATED.
ALL DISCREPANCIES AND OMISSIONS SHALL BE BROUGHT TO THE ATTENTION 5.
OF THE ARCHITECT. F. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN
ACCORDANCE WITH THE CR51 "MANUAL OF STANDARD PRACTICE", AGI 515"
B. THE CONTRACTOR SHALL NOT SUBMIT REPRODUCTIONS OF THE DETAILS AND DETAILING OF CONCRETE REINFORCEMENT', AGI SP 66 "DETAILING PJA E. VVER
STRUCTURAL CONTRACT DOCUMENTS AS SHOP DRAWINGS. MANUAL''-023
4. ALL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE G. ALL CONCRETE MIX DESIGNS, INCLUDING CEMENT CONTENT, WATER CEMENT RATIO, ?\ 3
WITH AISG MANUAL OF STEEL CONSTRUCTION (ALLOWABLE 57RF-55 DESIGN), FINE AND COARSE AGGREGATE CONTENT AND ALL ADMIXTURES, SHALL BE
qTH EDITION. MATERIALS SHALL BE AS FOLLOWS: REVIEWED BY ENGINEER PRIOR TO PLACING FIRST CONCRETE. OPAL
SHAPES AND PLATES: ASTM A36 H. ALL CONCRETE SHALL BE SAMPLED AND TESTED BY THE TESTING AGENCY. THE
PIPE: ASTM A53, GRADE B CONTRACTOR SHALL NOTIFY THE TESTING AGENCY 48 HOURS PRIOR TO THE
BOLTS: ASTM A525 UNLESS NOTED OTHERWISE PLACING OF ANY CONCRETE.
5. CONCRETE FOUNDATION DESIGN ASSUMES 2000 PSF MINIMUM SOIL BEARING GAPAGITY. I. GROUND BLAST FURNACE SLAG MAY BE USED TO REPLACE UP TO 50 PERCENT OF
IF OTHER CONDITIONS EXIST, THE FOUNDATION SHALL BE REDESIGNED. CONTRACTOR THE PORTLAND CEMENT IN A CONCRETE MIX, AND FLY ASH OR POZZOLAN MAY BE
SHALL HAVE SOIL BEARING GAPAGITY VERIFIED BY A LICENSED PROFESSIONAL USED TO REPLACE UP TO 25 PERCENT OF PORTLAND CEMENT, SUBJECT TO THE
G'EOTECHNICAL ENGINEER PRIOR TO PLACING THE CONCRETE SLAB. ALL BA(KFILL APPROVAL OF THE STRUCTURAL ENGINEER AND SHALL CONFORM TO A5TM G q8q.
SHALL BE THOROUGHLY (OMPAGTED TO A MINIMUM OF 1:_1596/ MODIFIED PROCTOR
DENSITY. J. MINIMUM COVER FOR ALL REINFORCING SHALL BE AS FOLLOWS UNLESS
OTHERWISE INDICATED:
6. ALL WELDING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF AWS
DLI, STRUCTURAL WELDING (ODE - STEEL, USING E70XX ELECTRODES. ALL WELDERS FOUNDATIONS 5 INCHES
SHALL BE CERTIFIED IN ACCORDANCE WITH AWS REQUIREMEN75.
7. STEEL ANTENNA SUFFOR75 AND STRUCTURAL STEEL, INCLUDING ALL BOL75 AND
A(GEESORIES, SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH
A57M A123. ALL AREAS OF FIELD WELDING AND BOLTING AND ANY OTHER AREAS
WITH DAMAGED COATING SHALL BE FIELD REPAIRED WITH SSP( PAINT 20 (a
GALVANIZING GALVANIZING REPAIR PAINT APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S♦
INSTRUCTIONS.
8. ALL DIMENSIONS AFFECTED BY THE 6EOME7RIG5 AND/OR LOCATION OF THE
EXISTING STRUCTURE ARE TO BE CHECKED IN THE FORLID BY THE CONTRACTOR
BEFORE ANY CONSTRUCTION IS DONE AND BEFORE ANY MATERIAL IS ORDERED OR
FABRICATED. NOTIFY ENGINEER WHERE OBSTRUCTIONS TO NEW CONSTRUCTION
OCCUR BEFORE ANY CONSTRUCTION IS DONE AND BEFORE ANY MATERIAL IS �I
ORDERED OR FABRICATED.
q. SUBMIT SHOP DRAWINGS FOR ALL STEEL WORK TO VERIZON WIRELESS PRIOR TO „ I�
FABRICATION. III
10. CONTRACTOR SHALL VERIFY 0ON57RU(7ABILITY AND DELIVERABILITY OF ALL
MATERIALS PRIOR TO START OF WORK. ANY REQUESTS FOR REVISIONS OR
SUBSTITUTIONS SHALL BE SUBMITTED TO VERIZON WIRELESS BEFORE ANY MATERIAL
IS ORDERED OR FABRICATED.
11. CONTRACTOR SHALL PREPARE AND SUBMIT TO VERIZON WIRELESS, AS -BUILT, MARK-UP °—
DRAWINGS FOR ALL APPLICABLE CHANGES OR DEVIATIONS FROM THE GONTRAGT IL
DOCUMENTS.
PROVIDE 3/5"xl 1/2" GALVANIZED
STEEL BOLT, LOCK WASHER AND NUT
TO SECURE BRACKET TO IGEBRIDGE
( T(P OF 3 EACH BRACKET) .
PROVIDE SNAP -IN HANGER BRACKET
FOR COAX GABLE MOUNTING
(M I GROFLEGT GAT# 1 31 75) .
PROVIDE BRACKETS EVERY 50'' ON
CENTER
2 1/2"
i
0
0 0
0 0
o
MIGROFLEGT 5501 BRIDGE
CHANNEL
ANTENNA GABLE
SUPPORT TRAY
5'-0" MINIMUM
3-1/2"OD GALVANIZED
PIPE
TWELVE ( 12) 5/4"
HOLES FOR
SNAP -IN HANGERS
ANTENNA GABLE
( TYP)
PROVIDE SNAP -IN HANGERS
SIZED FOR ANTENNA GABLE
i7ETA I L. - SNAP -IN HANGER
FOR ANTENNA SUPPORT TRAY
SCALE: NOT TO SCALE
MIGROFLEGT
550q PIPE HEAD
MICROFLEGT SNAP IN
HANGER BRACKET, PART
# B1752 INSTALL EVERY
5' OG.
I I —III— � d —III—III �
— d
a
mW
PETA I L. - ICE 5R I OGE
SCALE: NOT TO SCALE
0 0
_n_"
0
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0
REVISIONS:
NO. DESCRIPTION DATE
ZONING DRAWINGS
2/13/07
COUNTY REV. CMT'S
4/18/07
LAST REV.:
PROJECT NO: 10421.346
DATE: 5e tember 22, 2006
SCALE: AS NOTED
TITLE:
Structural
Details
SHEET:
S-1
2
3
4
5
6
7
9
m
11
A B C D E F J K L M N P Q
0
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VALLEY MILL RD
ROUTE #65g N A3
(R/W VARIES) X
TM #55 A 165
N/F \ \ \\
5AYLI5 INVESTMENTS, LLG Z \
DEED BOOK 806, PAGE 136 \� \ \\ S 77°$33 �97SS BERRYVILLE
# PIKE
R
TM #55F 162 \� \\ \\ (R/W VARIES)
BAYLI5 INVESTMENTS, LLG 5 \\ \
DEED BOOK 506, PAGE 136 0 \
\ ZONING: RA \
RESIDENTIAL O \\
\\ \\ 20' SANITARY SEWER EASEMENT
IN5TRURMRNT #060020g55 S \
TM #55 A 164
O
ROBERT E. 8 6LADDIE R. GARTER t �'
DEED BOOK 445 PAGE 855
ZONING: RA /��
RESIDENTIAL 0� _- \
TM #55 3 E
N GARTER 40' TEMPORARY CONSTRUCTION EASEMENT
ROGER
DEED BOOK 505 PAGE 545 INSTRUMENT #060020g35
\ EXISTING FENCED TELECOMMUNICATION
ZONING: RA / COMPOUND W/ Ig5-0" MONOPOLE.
RESIDENTIAL /TM #55F 3 D \ SEE 2/C-I FOR DETAILS
UWANNA S. GARTER
X111
INSTRUMENT
#020000251 I
ZONING: RA
RESIDENT�IAL/
/ TM #55 5 C \ )LL
N/F \ EX WATER STORAGE •
LUWANNA S. GARTER ° LAND OF
INSTRUMENT #020000231 I FREDERIGK - WINGHESTER SERVICE AUTHORITY
ZONIN(5: RA PARCEL ID# 56 A Ig
RESIDENTIAL— DEED BOOK 511 PAGE 145
BEFORE
YOU DIG!
CALL
UTILITY
LOCATION
SERVICES
IT'S THE
LAW!
MISS
UTILITY
1-800-552-7001
q.
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N/F ZONING: RA
LUWANNA S. GARTER \ RESIDENTIAL
INSTRUMENT #020000231 SITE NOTES:
ZONING: RA RESIDENTIAL I. APPLICANT: VERIZON WIRELE55
g000 JUNCTION DRIVE
ANNAPOL15 JUNCTION, MD 20701
TEL. (501) 512-2000
6 EX OVERHEAD LINES TM #55 4 IA FAX (301) 512-2186
\
N/F
RICHARD S. DIMMEL s MAR"( E. DIMMEL \ APPLICANT'S ATTORNEY: FRANK STEARNS, E50
INSTRUMENT #060012622 VENABLE, BAETJER AND HOWARD. LLP
ZONING: RA 12' WIDE INGRESS b010 TOWERS CRESCENT DRIVE, SUITE 300
RESIDENTIAL AND EGRESS EASEMENT DESCRIBED IN VIENNA, VIRGINIA 22152
INSTRUMENT #060012622 00 703.760.1667
GSE
GLOCK SMIDT
ENGINEERING, INC.
1374 W. JARRETTSVILLE ROAD
FOREST HILL, MARYLAND 21050
PHONE: 410.893.9293
FAX: 410. 893, 9295
WWW. GSEI. COM
MORRIS & RITCHIE
ASSOCIATES, INC.
Structural FaMiaeera
1220-C East Joppa Road, Suite 505
Towson, Maryland 21286
410-821-1690
410-821-1748 Fax
a ,yrxt
w
EE. SIVERUNWO
?�Vk
\ ��Om 2. PROPERTY OWNER: FREDERIGK-WINGHN&TONESTER 5ERVIGE AUTHORITY
4015 ROAD
MccMURRAYI PA 5311
540.722.551G
"T 5. SITE DATA: PARCEL ID #: 56 A Iq, TRACT B
i�
/ Oa DMA515TERIAL D157RIG7: RED BUD
\ Off- TRACT AREA: 56.52 AC.+/-
EXISTING
ADDRESS: !
ACCESS GATE / / \ WD INCESTER, RGINIA 22602
EXISTING USE: TELECOMMUNICATIONS FACILITY
/ 4. CURRENT ZONING: RA ■��
LAND OF 5. LATITUDE: Nag°!O' 45.50" GROUND ELEVATION: 633' AMSL (AVG.) �II
FREDERIGK - WINGHESTER SERVICE LONGITUDE: -3' 155.80" EXISTING 5TRUGTURE HEIGHT: 827' AMSL Iq4' AGL Wf
AUTHORITY DEED BOOK 600, Page 6g1 \
ZONING: RA 6. TOTAL DISTURBED AREA = 10-75 SF
RESIDENTIAL \ I�
/ TM #56 A 18 7. THE PROPOSED FACILITIES !NICE CONSIST OF ONE (U 10' WIDE X 30' LONG X II' HIGH UNOCCUPIED COMMUNICATION
N/F EQUIPMENT SHE'_TER WITHIN A PROP05ED BUMP OUT OF THE EXISTING COMPOUND AND TWELVE (12) ANTENNAS YI
/ FREDERIGK-WINGHESTER SERVICE AUTHORITY MOUNTED ON A PLATFORM MOUNT AT ELEVATION 140'-0" ON THE EXISTING I614'-0" MONOPOLE FOR TRANSMISSION
DEED BOOK 511 P6 151 AND RECEPTION OF VERIZON WIRELE55 TELECOMMUNICATIONS. SHELTER FLOOR AREA 360 S.F. �I ZONING: RA 8. THE STRUCTURE WILL NOT SUPPORT LIGHTS OR SIGNS UNLESS REQUIRED FOR AIRCRAFT WARNING OR
\ RESIDENTIAL OTHER SAFETY RECORDS.
q. THE APPLICANT WILL PROVIDE A CERTIFICATION FROM A REGISTERED ENGINEER THAT THE STRUCTURE ,
WILL MEET THE APPLICABLE DESIGN STANDARDS FOR WIND LOADS, OF THE ELECTRONIC INDUSTRIES c
A5500IATE5 (EIA).
10. IF THE ANTENNAS ARE NO LONGER USED FOR TELECOMMUNICATIONS PURPOSES FOR A CONTINUOUS PERIOD OF
ONE (1) YEAR, THEY SHALL BE REMOVED BY THE ANTENNA OWNER AT OWNER'S EXPENSE.
\ ` S-77-14, II. NO WATER OR SANITARY UTILITIES ARE REQUIRED FOR THE OPERATION OF THIS FACILITY.
�(9`= 12. STORMWATER MANAGEMENT NOTE: NO STORMWATER MANAGEMENT IS REQUIRED FOR THI5 SITE. I� \
15. THE EXTERIOR OF THE SHELTER SHALL BE A GRAVEL FINISH.
14. BOUNDARY SHOWN PER CITY RECORDS. EXISTING SITE FEATURES SHOWN PER 51TE VISIT BY MORRIS 8 RITCHIE
ASSOCIATES, INC., JUNE 2006.
\ 15. THI5 PLAN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. PLAN IS SUBJECT TO EASEMENTS AND �u
RESTRICTIONS OF RECORD.
GLARKE COUNTY 16. ALL DETAILS 5HOWN ARE "STANDARD" OR "TYPICAL" FOR REFERENCE ONLY. FOR ACTUAL DETAILS, 5EE pIp pi
D� TM#612 ARCHITECTURAL, STRUCTURAL, OR CONSTRUCTION PLANS BY OTHERS. /y0� N/F 17. THE COMMUNICATION SHELTER SHALL BE UNMANNED, WITH INFREQUENT VISITS (FOUR OR FEWER PER YEAR) BY
PAT E. 8 ANGELA L. MAINTENANCE PERSONNEL, AND WITH ACCESS AND PARKING FOR NO MORE THAN ONE VEHICLE. THE PROPOSED
BRANDENUERG FACILITY IS NOT FOR HUMAN HABITATION AND THEREFORE HANDICAP ACCESS 15 NOT REQUIRED.
ZONING: AOG
AGRICULTURAL 15. THE PROPOSED COMMUNICATIONS SHELTER, ANTENNAS AND RELATED MOUNTING DEVICES DO NOT EXCEED
TWELVE (12) FEET IN TOTAL HEIGHT.
UJ Iq. GLARE PROJECED BY LIGHTING ON THE PROPERTY WILL BE SHIELDED TO AVOID A NUISANCE WITH REVISIONS:
NN207 7 EAST ADJOINING PROPERTIES.
IN GLARKE COUNTY GENERAL NOTES: NO. DESCRIPTION DATE
\ TM #(o 1 3 7ZONING DRAWINGS 2/13/07
�Y N/F EXCAVATION
CONTRACTOR. SHALL NOTIFY "MISS UTILITY" (I-800-552-001) HOURS PRIOR TO DOING ANY
STEPHEN L. 8 ANGIE L. EXCAVATION IN THI5 AREA. CONTRACTOR SHALL CONTACT A SUBSURFACE UTILITY LOCATOR FOR COUNTY REV. CMT S 4/18/07
LOCATION OF EXISTING UTILITIES PRIOR TO COMMENGMENT OF ANY CONSTRUCTION A0TIVITE5.
PEYTON CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS BY TEST PIT AS NECESSARY.
4)�J ZONING: AOG LOCATION OF UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE AND FOR PLANNING PURPOSES
tea° AGRICULTURAL ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXI5TIN6 UTILITES
BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
�- DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITES. DAMAGE TO UTILITIES OR PROPERTY OF
OTHER BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRECONSTRUCTION
l
\ �A\ \ CONDITIONS BY THE CONTRACTOR.
TM #55 A 212 c4� �/ 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND
N/F ORDINANCES, THE LATEST EDITION THEROF.
THE CANYON, LG �J- <�01 /
INSTRUMENT #040014
P
ZONING: -115 �Gj� 5. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THI5 PROJECT FROM ALL LAST REV.:
RESIDENTIAAL \ APPLICABLE GOVERNMENTAL AGENGIE5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING 7�
\ BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. PROJECT NO: 10421.346
/ 4. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE UTILITY OWNERS. DATE: 5entember 22, 2006
� GLARKE COUNTY �"
TM N F 1 4 5. THESE PLANS ARE NOT FOR RECORDATION OR CONVEYANCE. SCALE. AS NOTE)^i
1�°2? CARLOS M. $ REINA MURGIA 6. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE
\ AOUINO REMOVED) SHALL BE REPAIRED TO PRECONSTRUCTION CONDITIONS BY THE CONTRACTOR.
\ / ZONING: AOG TITLE:
AGRICULTURAL
REQUIRED 51GNA7URE5 Site
SITE PLAN VC-2 N Plan
5r ALE: 1 " = 100'
\ FREDERIGK COUNTY ZONING ADMINISTRATOR DATE
811@ PLAN 15 VALID FM (S) PIV@ YCARS PROM DATe OP SIGNATURE SHEET:
\
PROPERTY OWNER DATE cmi
2
3
4
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10
11
A B C D E F G H J K L M N P Q R
BEFORE
YOU DIG!
CALL
UTILITY
LOCATION
SERVICES
IT'S THE
LAW!
MISS
UTILITY
1—800-552-7001
GOMFOUNP LAYOUT VC-2 N
SCALE: I" = 10'
5:1 MAX
SLOPE
f9n /fin . I -t I Iwll i' l
OARD
5" MIN., 5/4" AGGREGATE SURFACING
OVER 6" MIN. 5U5-BASE COMPACTED IN
LAYERS OF 3"
MIRAFI 50OX OR APPROVED EQUAL
OEOTEXTILE FABRIC TO EXTEND I'-0"
OUTSIDE FENCE, UNDER ACCESS DRIVE
AND TURN AROUND
2'-0"
PROOF ROLL AND
ROUND -OFF STABILIZE SUBGRADE EXISTING GROUND
SURFACE
SLOPE I/4" PER FT
GRADE AREA LEVEL
STRIP TOPSOIL
COMPACTED FILL AS
REQUIRED TO MEET FINISH
GRADE (6" LIFTS MAXIMUM)
EXCAVATE AS
REQUIRED TO MEET
FINISH GRADE
CONSTRUCTION NOTES:
1. CLEAR AND GRUB THE LAND ALONG THE ACCESS DRIVE.
2. REMOVE ALL EXISTING ORGANIC, MATERIAL TO SUITABLE SUBGRADE.
3. PLACE (5E07EXTILE FABRIC OVER SUBGRADE AND THEN PLACE AGGREGATE BASE.
4. ORAVEL SUBBASE SPECIFICATION:
MARYLAND DOT:
SECTION 504 GRADED AGGREGATE BASE COURSE
VIROINIA DHT:
SECTION 210 AOOROATE BASE COURSE
LEASE AREA, ACCESS PRI VE ANIP
TURN AROUND AREA SURFAG I NIS
SCALE: N.T.S.
ANTEL Lf=A 80050/5GF
ANTEL L.FA-155080/Stir-
VER I ZON - ANTENNA PETA I L5
NOT TO SCALE
GABLE PORT
FRONT WALL EL
GABLE PORT
STANDARD
LOCATION
G• •
ATION A
REAR WALL ELEVA710N G
GRAVEL FINIS-L
A.G. UNIT
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GRAVEL FINI5H
.C. UNIT
F.F.
RIGHT WALL ELEVATION 17
T%rF. VERIZON A I RELE55 SHELTER ELEVATIONS
DIMENSIONS 5HOWN ARE FOR REFERENCE ONLY.
EX LIGHTNING ROD
EX ANTENNAS
Y ELEV = 188'-O" \— 4
EX SHENANDOAH COMM. ANTENNAS
ELEV = 1-15-0"
EX CINOULAR ANTENNAS
ELEV = 165'-0"
EX NEXTEL ANTENNAS
ELEV = 150'-O"
rql
OdL PROP VERIZON KRELE55 INSTAL ATI�
ELEV = 140'-0"
EX MICROWAVE
DISH
EX la4' STEEL -
MONOPOLE
PROPOSED VERIZON
WIRELESS
12'x30' SHELTER
EXI5TIN0
GRADE
TOAER ELEVATION
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CLOCK S M IDT
ENGINEERING, INC.
1374 W. JARRETTSVILLE ROAD
FOREST HILL, MARYLAND 21050
PHONE: 410.893.9293
FAX 410.893.9295
WWW.GSEI.COM
i W dia i
p
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MORRIS & RITCHIE
ASSOCIATES, INC.
Structural Engineers
1220-C East Joppa Road, Suite 505
Towson, Maryland 21286
410-821-1690
410-821-1748 Fax
9✓ � .F
IlA E. SIVERMk
No.023438t
REVISIONS:
NO. DESCRIPTION DATE
ZONING DRAWINGS 2/13/07
COUNTY REV. CMT'S 4/18/07
LAST REV.
PROJECT NO: 10421.346
DATE: September 22, 2006
SCALE: AS NOTED
Site
Plan
SHEET:
Cm2
1
3
7
I
10
11
A B C D E F G H J K L M K P Q R
VIA LU(VI Y ^CCTV I
ANTENNA SECTOR PLAN
SCALE:318" = 1'-0"
GPS ANTENNA —
PROVIDE GALVANIZED
I%4" SCHEDULE 40 PIPE
FOR SPS ANTENNA
COORDINATE MOUNTING
HEIGHT WITH VZW
REPRESENTATIVE
4' ABOVE SHELTER
OO
O O
MIGROFLEGT BRACKET O O
PART #51541
BEFORE
YOU DIG!
CALL
UTILITY
LOCATION
SERVICES
IT'S THE LAW!
MISS
UTILITY
1-800-552-7001
o 0
O O
CLAMP O O
BUSH I N&
DIA x I'-3" LONG
THREADED ROD
PROPOSED 3%2" O.D.
GALVANIZED PIPE
NOTE:
VERIFY ACTUAL &PS MOUNTING LOCATION
AND MOUNTING HARDWARE WITH VERIZON
WIRELESS CONSTRUCTION MANAGER PRIOR
TO START OF CONSTRUCTION
PETAL J.. - ICE 5R I L76E
MOUNT=1 &PS UNIT -
SCALE: NOT TO SCALE
0
rk
STEEL BASE PLATE (ORIENTATE COMMUNICATIONS
PLATE AS SHOWN), SEE SECTION SHELTER ABOVE
1/5-1, TYP.
POUNPAT I ON PLAN
SCALE:%4" = 1'-0"
EXTERIOR FACE
OF SHELTER
&RAVEL
STEEL BEAM BY SHELTER
MANUFACTURER, TYP.
TYP 3/b 4
I"xIO"xO'-10" STEEL BASE
PLATE, TYP.
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SECTION 1/5-1
SGALE:I" = I'-0"
FINISHED GRADE
TYP
�4
DIA ANCHOR BOLT (2
PER PLATE), TYP.
#3 TIES AT 6" OC, TYP.
(4) #5 BARS VERT,
DISTRIBUTED EVENLY
AROUND PIER, TYP.
CHAIN LINK TOP SELVAGE BARBED
AND TWI57ED BOTTOM SELVAGE
KNUCKLED
/—BARBED WIRE, TYP
P
RAILS, GLASS B STEEL
TUBING, 1 1/4" DIA.
(I 5/8" OD) SGH 40 (T)"P.)
END POST, GLASS B
STEEL TUBING, 2 1/2'' DIA.
(2 7/5" OD) SGH 40 (TYP.)
r2" MIN.
+ CLEAR
r? VTENSION WIRE
m
CONCRETE FOOTING (TYP.)
10'-0" MIN
LINE POST, GLASS B
STEEL TUBING,, 2" DIA.
(2 3/5" OD) SGH 40 (TYP.)
LINE POST TIES
CHAIN LING FENCE PETAL -
NOT TO SCALE
GENERAL NOTES:
12. CAST IN PLACE CONCRETE
I. BUILDING CODES
A. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE "SPECIFICATIONS FOR ►•_JL
A. ALL CONSTRUCTION SHALL CONFORM WITH THE 2005 INTERNATIONAL STRUCTURAL CONCRETE FOR BUILDINGS (AGI 301011; AND TO THE "BUILDING CODE GLOCK SMIDT
BUILDING CODE (IBC 2005) SECTION 512 USE GROUP 'U', TIA/EIA STANDARD REQUIREMENTS FOR REINFORCED CONCRETE (AGI 318)".
(TIA/EIA-222-6) AND ALL SUBSEQUENT SUPPLEMENTS. ENGINEERING, INC.
B. IN ADDITION, ALL CONSTRUCTION SHALL CONFORM WITH THE VIR6INIA UNIFORM B. IN ADDITION TO THE ABOVE, ALL CONCRETE WORK SHALL CONFORM TO THE 1374 W. JARRETTSVILLE ROAD
STATEWIDE BUILDING CODE AND THE &OVERNING LOCAL BUILDING CODE. FOLLOWING: FOREST HILL, MARYLAND 21050
I. RECOMMENDED PRACTICE FOR HOT WEATHER CONGRETINS (AGI PHONE: 410.893.9293
G. CHAPTER I VUSBG MIN INSPECTIONS SHALL BE GONDUSTED BY THE FREDERIGK 305) FAX 410.893.9295
PIER COUNTY INSPECTION STAFF. REQUEST TO UTILIZE A THIRD PARTY INSPECTION 2. RECOMMENDED PRACTICE FOR GOLD WEATHER CONCRETING (AGI WWV�'.GSELCOM
ASENGY THAT COMPLIES WITH THE FREDERIGK COUNTY POLICY, SHALL HAVE PRIOR APPROVAL &RANTED BY THE BUILDING CODE OFFICIAL 30(b).
3. RECOMMENDED PRACTICE FOR CONCRETE FORMWORK (AGI 547).
2. DESIGN LOADS i W dine
C. ALL CONCRETE EXPOSED TO PUBLIC VIEW SHALL CONFORM TO THE M' T A _S a
A. THE MINIMUM DESIGN DEAD LOADING FOR ALL FRAMING IS BASED ON
REQUIREMENTS FOR ARCHITECTURAL CONCRETE CONTAINED IN AGI 501. ! OIL' * ,
THE CONSTRUCTION MATERIALS SHOWN ON THE DRAWINGS AND
INDICATED IN THE SPECIFICATIONS. D. ALL CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE STONE AGGREGATE
CONCRETE HAVING A MINIMUM 25 DAY COMPRESSIVE 5TREN67TH OF 3000 PSI. MORRIS & RITCHIE
B. THE MINIMUM DESIGN LIVE LOADING FOR ALL FRAMING IS AS FOLLOWS: ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE AN AIR ENTRAINMENT OF 590
+/- 1%. NO ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL BE PERMITTED. ASSOCIATES, INC.
WIND LOAD: BASIC WIND SPEED (5-SECOND OUST) q0 MPH MAXIMUM AGGREGATE SIZE SHALL BE ", AND MAXIMUM SLUMP SHALL BE 5''4" Sbvetura/Engineere
TIA/EIA VER & SERVICE WIND SPEED 60 MPH FOR SLABS ON GRADE. ALL CONCRETE, EXCEPT F0071 N&S, SHALL CONTAIN A 1220-C East Joppa Road, Suite 605
WIND LOAD IMPORTANCE FACTOR (1) C.87 WATER REDUCING ADMIXTURE. PORTLAND CEMENT SHALL CONFORM TO ASTM C Towson, Maryland21286
150 AND NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM G 33. 410-821-1690
W 1 ND EXPOSURE GATESORY C 410-821-1748 Fax
3. MISCELLANEOUS E. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A
PIER 615 GRADE 60. ALL WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO ASTM A 10'.4
A. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS SHOWN 155. LAP ALL REINFORCING BARS A MINIMUM OF 45 BAR DIAMETERS AND ALL Z:.*
ON THE CONTRACT DRAWIN65 BEFORE PROCEEDING WITH CONSTRUCTION. W.W.F. A MINIMUM OF TWO FULL &RIDS, UNLESS OTHERWISE INDICATED. �p
ALL DISCREPANCIES AND OMISSIONS SHALL BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT. F. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN
ACCORDANCE WITH THE GRSI "MANUAL OF STANDARD PRACTICE", AGI 515" r
s
B. THE CONTRACTOR SHALL NOT SUBMIT REPRODUCTIONS OF THE DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", AGI SP 66 "DETAILING Bpi N E.5,11VER
STRUCTURAL CONTRACT DOCUMENTS AS SHOP DRAWINGS. MANUAL".
.0239 S
xF \�
4. ,ALL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE 6. ALL CONCRETE MIX DESIGNS, INCLUDING CEMENT CONTENT, WATER CEMENT RATIO,
KITH AISC MANUAL OF STEEL CONSTRUCTION (ALLOWABLE STRESS DESIGN), FINE AND COARSE AGGREGATE CONTENT AND ALL ADMIXTURES, SHALL BE °
,::-ITH EDITION. MATERIALS SHALL BE AS FOLLOWS: REVIEWED BY ENGINEER PRIOR TO PLAGIN6 FIRST CONCRETE.
SHAPES AND PLATES: ASTM A36 H. ALL CONCRETE SHALL BE SAMPLED AND TESTED BY THE TESTING ASENGY. THE
PIPE: ASTM A53, GRADE B CONTRACTOR SHALL NOTIFY THE TESTING ASENGY 48 HOURS PRIOR TO THE
BOLTS: ASTM A325 UNLESS NOTED OTHERWISE PLAGIN6 OF ANY CONCRETE.
5. CONCRETE FOUNDATION DESIGN ASSUMES 2000 PSF MINIMUM SOIL BEARING GAPAGITY. 1. &ROUND BLAST FURNACE SLAG MAY BE USED TO REPLACE UP TO 50 PERCENT OF
IF OTHER CONDITIONS EXIST, THE FOUNDATION SHALL BE REDESIGNED. CONTRACTOR THE PORTLAND CEMENT IN A CONCRETE MIX, AND FLY ASH OR POZZOLAN MAY BE
SHALL HAVE SOIL BEARING GAPAGITY VERIFIED BY A LICENSED PROFESSIONAL USED TO REPLACE UP TO 25 PERCENT OF PORTLAND CEMENT, SUBJECT TO THE
GEOTEGHNICAL ENGINEER PRIOR TO PLAGIN6 THE GONGRETE SLAB. ALL BACKFILL APPROVAL OF THE STRUCTURAL ENGINEER AND SHALL CONFORM TO A5TM G q801.
SHALL BE THOROUGHLY GOMPAGTED TO A MINIMUM OF q5% MODIFIED PROCTOR
DENSITY. J. MINIMUM COVER FOR ALL REINFORCING SHALL BE AS FOLLOWS UNLESS
OTHERWISE INDICATED:
6. ALL WELDING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF AWS
DI.I, STRUCTURAL WELDING CODE - STEEL, USING E7OXX ELECTRODES. ALL WELDERS FOUNDATIONS 3 INCHES
SHALL BE CERTIFIED IN ACCORDANCE WITH AWS REQUIREMENTS.
7. STEEL ANTENNA SUPPORTS AND STRUCTURAL STEEL, INCLUDING ALL BOL75 AND
ACCESSORIES, SHALL BE SALVANIZED AFTER FABRICATION IN ACCORDANCE WITH
ASTM A123. ALL AREAS OF FIELD WELDING AND BOLTING AND ANY OTHER AREAS
WITH DAMAGED COATING SHALL BE FIELD REPAIRED WITH 55PC PAINT 20
GALVANIZING REPAIR PAINT APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS.
8. ALL DIMENSIONS AFFECTED BY THE 6,EOME7RIC5 AND/OR LOCATION OF THE
EXISTING STRUCTURE ARE TO BE CHECKED IN THE FORLD BY THE CONTRACTOR
BEFORE ANY CONSTRUCTION IS DONE AND BEFORE ANY MATERIAL IS ORDERED OR
FABRICATED. NOTIFY ENGINEER WHERE OBSTRUCTIONS TO NEW CONSTRUCTION
OCCUR BEFORE ANY CONSTRUCTION IS DONE AND BEFORE ANY MATERIAL 15
ORDERED OR FABRICATED.
oi. SUBMIT SHOP DRAWINGS FOR ALL STEEL WORK TO VERIZON WIRELESS PRIOR TO I�
FABRICATION. �I
10. CONTRACTOR SHALL VERIFY CONSTRUCTABILITY AND DELIVERABILITY OF ALL
MATERIALS PRIOR TO START OF WORK. ANY REQUESTS FOR REVISIONS OR
5U557I7U7IONS SHALL BE SUBMITTED TO VERIZON WIRELESS BEFORE ANY MATERIAL
IS ORDERED OR FABRICATED. _
11. CONTRACTOR SHALL PREPARE AND SUBMIT TO VERIZON WIRELESS, AS —BUILT, MARK—UP
DRANINC75 FOR ALL APPLICABLE CHANGES OR DEVIATIONS FROM THE CONTRACT
DOCUMENTS.
PROVIDE 3/5"xi 1/2" SALVANIZED
STEEL BOLT, LOCK WASHER AND NUT
TO SECURE BRACKET TO ICEBRID6E
( TYP OF 5 EACH BRACKET) .
PROVIDE SNAP —IN HANGER BRACKET
FOR COAX GABLE MOUNTING
(M I CROFLECT GAT# 1 3 1 75) .
PROVIDE BRACKETS EVERY 50" ON
CENTER
2 1/2"
1�
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MIGROFLECT 5501 BRIDGE
CHANNEL
ANTENNA GABLE
SUPPORT TRAY
8'-O" MINIMUM
3-1/2"OD GALVANIZED
PIPE
TWELVE (12) 3/4"
HOLES FOR
SNAP — IN HAN&ER5
ANTENNA GABLE
(TYP)
PROVIDE SNAP —IN HANGERS
SIZED FOR ANTENNA GABLE
ZETA I L - SNAP- I N HANGER
r-OR ANTENNA SUPPORT TRAY
SCALE: NOT TO SCALE
MIGROFLECT
B50q PIPE HEAD
MIGROFLEGT SNAP IN
HANGER BRACKET, PART
# 51752 INSTALL EVERY
5' OG.
PETAL - ICE 5RIP&E
SCALE: NOT TO SCALE
.40
T °
REVISIONS:
NO.
DESCRIPTION
DATE
ZONING DRAWINGS
2/13/07
COUNTY REV. CMT'S
4/18/07
LAST REV.:
PROJECT NO: 10421.346
DATE: September 22, 2006
SCALE: A5 NOTED
TITLE:
Structural
Details
SHEET:
smi
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