HomeMy WebLinkAbout10-11 Design PlanPROJECT INFORMATION
SCOPE OF WORK: PROPOSED SECTOR ANTENNAS MOUNTED ON A PROPOSED TOWER. %woo�
EQUIPMENT SHELTER WILL BE LOCATED AT THE BASE OF THE TOWER ON
A SLAB. SITE IS AN UNMANNED TELECOMMUNICATIONS FACILITY.
SITE ADDRESS: 3392 BACK MOUNTAIN ROAD (SR 600) 1
WINCHESTER, VA 22602
LATITUDE: N 39' 9' 18.434"
LONGITUDE W 78' 21' 57.693"
GROUND ELEVATION: 993' AMSL 11 at.&.t
JURISDICTION: FREDERICK COUNTY
PROPOSED USE: TELECOMMUNICATIONS FACILITY
PROPERTY OWNER: JOSEPH H RACEY, SR
NAME OF APPLICANT: AT&T MOBILNY
PARCEL ID#: 59 A 6 BACK MOUNTAIN-RACEY PARCEL
LTILILIES UTILITY INFORMATION 10138100_4131
POWER: DOMINION VIRGINIA POWER (866) 366-4357
TELCO: VERIZON (800) 483-5000 VICINITY MAP APPLICABLE BUILDING CODES MND STANDARDS
DRAWING INDEX REV DIRECTIONS:
T-1 TITLE SHEET O DEPART ON I-81 (EAST) 1.7 MI AT EXIT 296, TURN RIGHT ONTO RAMP 0.2 MI VA-55 / US-48 / STRASBURG TURN LEFT (NORTH) SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL
ONTO SR-55 [JOHN MARSHALL HWY] 9.6 MI TURN RIGHT (NORTH) ONTO N PIFER RD 2.7 MI BEAR RIGHT (NORTH-EAST) ONTO AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT
WARDENSVILLE GRADE 0.7 MI BEAR LEFT (NORTH) ONTO BACK MOUNTAIN RD 3.4 MI TURN LEFT (NORTH-WEST) ONTO LOCAL ROAD(S) ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN,
0.1 MI ARRIVE AT 3392 BACK MOUNTAIN ROAD (SR 600) WINCHESTER, VA 22602.
A-0 SITE PLAN 0 BUILDING CODE:
A-1 COMPOUND PLAN ELEVATION 0
INTERNATIONAL BUILDING CODE (IBC 2006)
&
A-2 SHELTER DETAILS 0 ELECTRICAL CODE:
NATIONAL ELECTRICAL CODE (NEC 2008)
A-3 SHELTER DETAILS 0
A-4 SIGHT DISTANCES 0 SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (ASC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA
sf
(; --- SUPPORTING STRUCTURES:
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
E&S-1 EROSION & SEDIMENT CONTROL PLAN 0 �t
E&S-2 EROSION & SEDIMENT CONTROL PLAN 0 INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE,
c AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM
o E&S-3 EROSION &SEDIMENT CONTROL DETAILS 0 >� IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
f= IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY
AND 'HIGH SYSTEM EXPOSURE'S
2 'p, o' . TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS
o a` yy TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS
SITE� �a ANSI Ti.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR
¢a rl# OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL
REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
04
CNOTES-
.3Jr .�*
o NOTE: MAGNETIC DECLINATION - 9' 59'W CHANGING
} BY 0' 1'W PER YEAR AS OF 03/14/11 AT&T CONSTRUCTION: AT&T RF:
LTH OF
In
LI
AT&T COMPLIANCE: ATE:
SCALE: f-2000'
BACK MOUNTAIN-RACE PARCEL 3 MORIN BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
10138160_4131 1 No. 032984
FALL C M(:H, A 2 41(E 707 �� �
FABS (xit1(703 VA 22041-2868 p 05-24-17 FINAL ZONING GMW CD 24i ,(
TET: (7o3) s77-sono TITLE SHEET
NS r C h 1 C e C t S FAX: (703% 677-&300 3392 BACK MOUNTAIN ROAD (SR 600) 7150 STANDARD DR A 04-12-71 PRELIMINARY ZONING AV CDM s�, ,�,tv�'�
I e ri g 1 ri e e t $ WINCHESTER, VA 22602 Rq^U, MD 21076 NO. DATE REVISIONS BY CHK APP' JONAL -.. DRAWING NUMBER REV
SCALE: AS SHOWN DESIGNED C. MORIN DRAWN AV • • • • • T-1 D
PROPOSED 40'x80' AT&T
LEASE AREA (3200 S.F.)-
PROPOSED 40'x80' CHAIN
LINK FENCE
PROPOSED 12' ACCESS
GATE -
PROPOSED 12' AT&T
ACCESS ROAD
PROPOSED 20' AT&T
ACCESS/
UTILITY EASEMENT—
T.M. 59-3-16 /
DAVID STUART BROWN
D.B. 967, PG 1541
ZONING: RA
3240 BACK MOUNTAIN ROAD /
T.M. 59-A-3
STEPHEN M. ROSENBERGER, TRUSTEE / T.M. 59-A-6
INST. /12787 ti JOSEPH H N Y SR
ZONING: RA 3392 BACK MOUNTAIN ROAD
3616 BACK MOUNTAIN ROAD (SR -600) WINCHESTER VA
ZONING: RA
i
i
/ EXISTING /
% TREELINE(TYP)
i
T.M. 59-3-16
DAVID STUART BROWN
D.B. 967, PG 1541 /
ZONING: RA /
\ 3240 BACK MOUNTAIN ROAD
'\ r
/T.M. 59 -A -28E
CROSSING PATH, LLC.
INST. #200719163
/ ZONING: RA
NOT LISTED
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T.M. 59 -A -28f
LARRY PANGLE
INST. #200621074
ZONING: RA
r
NOT LISTED
T.M. 59 -A -28G
CARL S. HALES
INST. 111 200620867
ZONING: RA
NOT LISTED
T.M. 59 -A -6C \
PRESSLEY L PULLEN, JR.
PROPOSED AT&T 195' ! INST. #200524410
MONOPOLE WITH 4' ZONING: RA
LIGHTNING ROD3545 BACK MOUNTAIN ROAD
// I \`PROPOSED DRWVAY
ENTRANCE
! T.M. 59-A-68
! PRESSLEY L PULLEN. JR.
INST. 1200524410
ZONING: RA
' \ 3545 BACK MOUNTAIN ROAD
T.M. 59 -A -6A — — — — — — —
DOROTHY A. STANT — — — — — — — — —
INST. #200700044
ZONING: RA
NOT LISTED
T.M. 59 -A -6E
DUNCAN POLUTT, ET UX
D.B. 926, PG. 1334
ZONING: RA
3401 BACK MOUNTAIN ROAD
/�^-----------------
I /I PROPOSED 40'x80'
AT&T LEASE AREA
! PROPOSED 40'x80'
CHAIN LINK FENCE
-------- -----
I
!
I
! PROPOSED AT&T 195' I
/ PROPOSED 12' MONOPOLE WITH 4'
ACCESS GATE LIGHTNING ROD
PROPOSED 12' AT&T
! ACCESS ROAD
/ PROPOSED 20' AT&T
ACCESS/UTILITY EASEMENT EXISTING TREELINE
(TYP)
! NEW TREELINE (TYP.) PORTION OF EXISTING PROPOSED DRIVEWAY t r I
\� TREELINE TO BE ENTRANCE !
REMOVED (TYP) /
/ I
! / I
I \ �
/ / 1
\ /
SITE PLAN
SCALE: 1"=100' 11x17 q -p
SCALE: 1"=50' 2406
SCALE IN FEET SCALE IN FEiP!:'i, TH OF
SITE PLAN 1
SCALE: 1-=500' 11 x17
o 250 ,500 1000 1500 SCALE: 1.9250' 24x36 TRUE NORTH o 50 100 TRUE NORTH
(114 I -TRP T) 5-N
v 3 MORIN BC ARCHITECTS ENGINEERS
BACK MOUNTAIN_RACEY PARCEL 2 FALLS CHURCH, VA
10138160_4131 at&t No. 032984
5659 COLUMBIA PNCE, SUITE 101 o. 2td,, (I, SITE PLAN
-- -` FALLS CHURCH, VA 22641-2866 0 OS -24-11 flNAL ZONING GMTV CD
TET: (703) 671-6000
FAX (703) 671-6300 3392 BACK MOUNTAIN ROAD SR � A 04-12-11 PRELIMINARY ZONING AV CDM
a r C 11 1 I e C t S ( , 7150 STANU4RD OR INV
j DRAWING NUMBER REV
HMIOVER, Ml 21076 NO. DATE REVISIONS BY CHK APP' 0 1v
e n g 1 v e e r s WINCHESTER, VA 22602 SCALE: AS SHOWN DESIGNED C. MORIN DRAWN AV NAL A-0 0
I.M. 59-A-4
EXISTING ELECTRIC
D.B.\967, PG 344
UTAJTY POLE
ZOTnIN6 P — — —
'3612
T.M. 59 -A -9A
�/ BACK MOUNTAIN ROAD
ECKLEY, BETTY ANN
N
INST. #201000090
ZONING: RA
3670 BACK MOUNTAIN ROAD
T.M. 59-A-5
ST. JOHNS LUTHERAN CHURCH
o
ZONING: RA
0
3623 BACK MOUNTAIN ROAD
T.M. 59 -A -6E
DUNCAN POLUTT, ET UX
D.B. 926, PG. 1334
ZONING: RA
3401 BACK MOUNTAIN ROAD
/�^-----------------
I /I PROPOSED 40'x80'
AT&T LEASE AREA
! PROPOSED 40'x80'
CHAIN LINK FENCE
-------- -----
I
!
I
! PROPOSED AT&T 195' I
/ PROPOSED 12' MONOPOLE WITH 4'
ACCESS GATE LIGHTNING ROD
PROPOSED 12' AT&T
! ACCESS ROAD
/ PROPOSED 20' AT&T
ACCESS/UTILITY EASEMENT EXISTING TREELINE
(TYP)
! NEW TREELINE (TYP.) PORTION OF EXISTING PROPOSED DRIVEWAY t r I
\� TREELINE TO BE ENTRANCE !
REMOVED (TYP) /
/ I
! / I
I \ �
/ / 1
\ /
SITE PLAN
SCALE: 1"=100' 11x17 q -p
SCALE: 1"=50' 2406
SCALE IN FEET SCALE IN FEiP!:'i, TH OF
SITE PLAN 1
SCALE: 1-=500' 11 x17
o 250 ,500 1000 1500 SCALE: 1.9250' 24x36 TRUE NORTH o 50 100 TRUE NORTH
(114 I -TRP T) 5-N
v 3 MORIN BC ARCHITECTS ENGINEERS
BACK MOUNTAIN_RACEY PARCEL 2 FALLS CHURCH, VA
10138160_4131 at&t No. 032984
5659 COLUMBIA PNCE, SUITE 101 o. 2td,, (I, SITE PLAN
-- -` FALLS CHURCH, VA 22641-2866 0 OS -24-11 flNAL ZONING GMTV CD
TET: (703) 671-6000
FAX (703) 671-6300 3392 BACK MOUNTAIN ROAD SR � A 04-12-11 PRELIMINARY ZONING AV CDM
a r C 11 1 I e C t S ( , 7150 STANU4RD OR INV
j DRAWING NUMBER REV
HMIOVER, Ml 21076 NO. DATE REVISIONS BY CHK APP' 0 1v
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ace
20'-0"
6 1/4"
18'-11 1/2"
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BATTERY FUTURE BTS FUTURE FUTURE
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31
TY 0 BAY BTS FUTURE BTS FUTURE TELCO
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MOUNTAIN_RACEY PARCEL
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FALLS CHURCH, VA
2
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M12" 3" 3" 3" 44
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BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
2
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Faus cxueal, va 22oa1-2668
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SHELTER DETAILS
A 04-12-11 PRELIMINARY ZONING
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FAX. (703) 611-8300
3392 BACK MOUNTAIN ROAD (SR 60Q)
7150 STANDARD DR
HANOVER 21076
r+1
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DRAWING NUMBER REv
1
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CHK APP'
WINCHESTER, VA 22602
MD
OVAL Y�
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0
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/tO;WEEVATIONSCALE:
BACK
MOUNTAIN_RACEY PARCEL
MORIN
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
2
-
Faus cxueal, va 22oa1-2668
FAL �""�^ °�2 5°'�'°'
10136160_4131
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A 04-12-11 PRELIMINARY ZONING
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3392 BACK MOUNTAIN ROAD (SR 60Q)
7150 STANDARD DR
HANOVER 21076
r+1
V
DRAWING NUMBER REv
1
REVSIS
CHK APP'
WINCHESTER, VA 22602
MD
OVAL Y�
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SCALE. DAA4 SHOWN DESIGNED CONMORIN DRAWN
36" (NOTE 5)
20'-0"
#3 TIES 0 24" O.C.
(2) 14 REBAR TOP
A BOTTOM _
�— FACE OF SHELTER
— — — — — — — — — — — — — — — — — — — — —
N-
II 1. REFER T0MANUFACTURERS SPECIFICATIONS FOR SPECIFIC CRIT I
A
CELLXION
-
_
--
4'-O"L x 4'-0"W
I 3" MIN. BOSSIER CITY LA
318 213-2900
W.W_F. 6x6 - W2.5xW2.5
6X6 #8/18 2• CONCRETE STRENGTH SHALL BE A MINIMUM OF 4000 PSI.
I I WWF 3/4" CHAM.
6" 3. TIE DOWN PLATES, ANCHORS, AND HARDWARE TO BE PROVIDED BY THE 1/4" PER Ff. SLOPE
SHELTER MANUFACTURER.
pER FT_ �x x x-4—x-7F—x�-x —x
4. SLAB TO BE LEVEL AND FLAT.
L — — — — — — — — — — — — B—I 5. FOOTING SHALL EXTEND TO DEPTH SHOWN OR BEAR ON SOLID ROCK IF
C r" — — — ENCOUNTERED DURING EXCAVATION. T MIRAFI 500X "A
CSLAB FOUNDATION A 3/4" CHAMFER
4000 PSI FABRIC (TYP.)
San3/8%vl'-o' GSE _ _ 1 CONCRETE STOOP
e. 4' (MIN)CRUSHEO STONE
ON COMPACTED GRADE
SECnQYV "A -A
A a
SHELTER FOUNDATION DETAILS 1
SCALE: N.T.S. STOOP DETAIL 2
A_3
SCALE: N.T.S. A_3
BUILDING WAIL
0
1'-0"
rnZ,,-2' FLAT WASHER
2" 8" 2"
BUILDING FLOOR 3/8"
° d
5
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SHELTER CONNECTION DETAILS 3 O
SCALE: N.T.S. ^ A-3 f '
/STO 7;-11
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5659 ca(7N ' SW1E 701 10138160°4131 a"E&t 0 0s-24-11 FINAL ZONING GMW Am No. ,� ' 984 SHELTER DETAILS
W�.— - FXIS CHUKK VA 22041-2866
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FAX (7D3) 87t-6300 3392 BACK MOUNTAIN ROAD SR 600 A 04-12-11 PRELIMINARY ZONING AV CDM
a r c < t e c t s ( ) 71w srwoNm 0R Z' Cs1 DRAWING NUMBER REV
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1 HEIGHT
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PROPOSED DRIVEWAY
HEIGHT
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120 160
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CHRISTOPHER D.
MORIN
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
5659 CHURCH, PNCE• 101
FALLS CHURCH,
10136160_4131
1 09-01-11 COUNTY COMMENTS
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3392 BACK MOUNTAIN ROAD (SR 600)
7150 STANDARD DR
A 04-12-11 PRELIMINARY
ZONING
09.01 .11
AV CDM C �s 1�
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NO. DATE
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TO
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i i
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ACCESS/UTILITY EASEMENT--
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SITE ENTRANCE FROM BACK MOUNTAIN ROAD
0 20 40 60 80 SCALE: 1"=40' 11x17 A-5
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ALL ENTRANCE GRADES SHALL START BACK OF THE SHOULDER LINE. IF DRAINAGE IS NECESSARY,
J ~
THE DITCH MAY BE MOVED BACK TO PROVIDE AT LEAST 9' COVER OVER PIPE, AS SHOWN IN THE
-DITCH
a
ALTERNATE METHODS FOR PLACING PIPE UNDER ENTRANCES DIAGRAM (BELOW).
_-sHouLDER
W
2.
ENTRANCE GRADES ARE TO BE SMOOTHLY TIED INTO THE ROADWAY BY ROUNDING AS NECESSARY.
���
3.
LENGTHS OF CULVERTS SHOWN ON ROAD PLANS FOR ENTRANCES ARE APPROXIMATE AND SHALL BE
52 - - I- 5'
a
ADJUSTED TO OBTAIN ROADWAY WIDTHS NOTED IN DETAIL 1/A-5.
\
--MAIN RDaOwAr PAVEMENT
g
4.
ENTRANCES IN FILL TO BE SAME AS ABOVE EXCEPT LOCATION OF CULVERT (WHEN NECESSARY).
r
NOTES:
5.
ALL STORM PIPES WITHIN RIGHT-OF-WAY SHOULD HAVE A SELF CLEANING VELOCITY OF 3 FPS
1. ALL ENTRANCE GRADES SHALL START BACK OF THE SHOULDER LINE. IF DRAINAGE IS NECESSARY, THE DITCH MAY BE MOVED BACK TO PROVIDE AT LEAST B" OF COVER
6.
STORM PIPES WITH PROPOSED SLOPES OF 0.5% OR LESS ARE SUBJECT TO HAVING THEIR ELEVATIONS
OVER PPE, AS SHOWN IN THE ALTERNATE METHODS FOR PLACING PPE UNDER ENTRANCES DIAGRAM.
FIELD VERIFIED.
2. ENTRANCE GRADES ME TO BE SMOOTHLY TED INTO THE ROADWAY BY ROUNDING AS NECESSARY.
3.12' DR EXISTING WIDTH WHICHEVER IS GREATER.
7.
CONTRACTOR SHALL KEEP STATE RIGHT OF WAY FREE AND CLEAR OF DIRT AND DEBRIS AT ALL TIMES.
4. LENGTHS OF CULVERTS SHOWN ON ROAD PLANS FOR ENTRANCES ME APPROXIMATE AND SHALL BE ADJUSTED TO OBTAIN ABOVE ROADWAY WIDTHS.
S. ENTRANCES IN FILL TO BE SAME AS MOVE EXCEPT LOCATION OF CULVERT (WHEN NECESSARY).
VDOT ENTRANCE/CULVERT NOTES �3�
LTH of
RE REFEREN'EN
X�/�'T'
N
STANDARD PRIVATE ENTRANCES
ROAD AND BRIDGE STANDARDS
P
612
CV
VIRGINIA DEPARTMENT OF TRANSPORTATION
SCALE: N.T.S.
✓�
1 REVISION DATE
I SHEET 1 OF 1
gpp 02
BACK
MOUNTAIN_RACEY
PARCEL
3
2
CHRISTOPHER D.
MORIN
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
5659 COLUMBIA PIKE, SUITE 101
FALLS
10138160_4131
1 09-01-11 COUNTY COMMENTS
No. 032984
DR ACHKAPPI.
_
CHURCH, VA 1-60002668
TEL (703) 671-6000
0 05-24-11 FINAL ZONING
GMW
O9' ��
ACCESS ENTRANCE DETAILS
I
3 i C h 1 t e C C S FAX: (703) 671-6300
3392 BACK MOUNTAIN ROAD (SR 600)
7150 STANDARD DR
A 04-12-11 PRELIMINARY ZONING
AV '��
SIpA,AL
DRAWING NUMBER REV
N
o
WINCHESTER, VA 22602
HANDVER, MD 21076
NO. DATE REVISIONS
BY
I
e n g i n e e T S
A-5 1
O
SCALE: AS SHOWN DESIGNED C. MORIN
DRAWN AV
LO
iD
0
0
0
z
6
i
N
v
0
LEGEND
X X CHAIN LINK FENCE
PROPERTY LINE
LEASE AREA
OHT/OHP
EXISTINGTRtEUNE (TYP,j
,' /','
AT&T LEASE AREA / , � /
(3200 S.F.)
i r PROPOSED 40'x80' + I
i CHAIN LINK FENCE'
i -- -' '
1 r 1 I I - - - -PROPOSED AT&T 195' � /
!r Il rl 11 \"MONOPOLE WITH 4' - - -----'
'LIGHTNING ROD
OVERHEAD TELEPHONE/OVERHEAD POWER
UNDERGROUND UTILITY LINES
-----------------------
-- UTILITY EASEMENT
I i ; PROPOSED
TURNAROUND/PARKING
1 I ISI I I i�l I i rn t i 1 j rn I 1 r i 1 i
rnl t I
y '
NEW TREELINE(TYP.
I I
'
,''
99,10
PROPOSED 12'
I i i i I
E_NC,E -----
�PROPOSED SILT F .
AT&T ACCESS ROAD
\\\`
PROPOSED 20'
AT&T ACCESS/
UTILITY EASEMENT
I - - - - - - - - - -
I I \\ \
/
y
EXISTING
CONTOUR (TYP.)—
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-
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NEW CONTOUR (IYP.)--,
II------
1 I \ � \ '----------------
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--------------
T.M. 59-A-6 \` ---- - --- - - ---- \\ `\ \\ \\ \--`" - - - - p------
JOSEPH H RACEY SR` -----------
3392 BACK MOUNTAIN ROAD---
(SR-600) WINCHESTER VA
ZONING: RA -- --- -----' \\ \\ `` `` •\ --' _ _
NEW TREELINE (TYP.)
LIMITS OF DISTURBANCE =
30.640.38 SF (0.70 AC)
EXISTING PROPERTY LINE----
HUGH S. PITCOCK''-'-
.l D.B. 967 PG 344 -
ZONING: RA
3612 BACK -
MOUNTAIN ROAD
PORTION OF EXISTING
TREELINE TO BE
SCALE IN FEET
I
0 20 40 80 120 TRUE NORTH
A7 A
EROSION & SEDIMENT CONTROL PLAN
SCALE: '1=40'
SACK MOUNTAIN_RACEY PARCEL 2 MORINARCHITECTSFALLS �cvEERs
ICH.�ea 2 101 10138160_4131 at�ct 1 No. 032984
FALLS CHURCH. VA 22041-2669 0 os -2a -n FlNAL ZONING cMw c ••�� r"".}// SIGN &SEDIMENT CONTROL PLAN
n- (703) 671 -WW S.G 1 •I 1
FAX: (703) 671 -OW A D4-12-11 PREUMINARY ZONING AV CDM
a r C fl 1 t e C t S 3392 WINCHESTER, VA 22602K MOUNTAN RM SR � 71HWO4M MD 2108 NO. DATE REVISIONS BY CHK App' vsl ONAL L1 �G DRAWINyG� NUMBER
REV
e n g 1 n e e t S SCALE: AS SHOWN DESIGNED C. MORIN DRAWN AV E&S- 1 U
'-------' - -
LEGEND
♦�� — _ ---- - \ 1
.�--
PROPERTY UNE
1
LEASE AREA �` _ - _-' ,_gg0 --- _ --- -1
--- DHT/OHP —OVERHEAD TELEPHONE/OVERHEAD POWER-
_ _ _—--------__--- UNDERGROUND UTILITY LINES •.\�. `/ _ _ - _ - - - ''" i i 11 / I //'///
-- -`— ------------------- UT LILY EASEMENT
PROPOSED DRIVEWAY
I If 1 , / ENTRANCE
/ 4 / / / // 1 PROPOSED 15"-30'
LONG RCP
CULVERT
I /PORTION OF EXISTING
TREELINE TO BEEEMOVED
_
\ T.M. 59 -A -6B
' \/ PRESSLEY L
PULLEN, JR.
INST. # 200524410 ti
PROPOSED 12'--
/ ZONING: RA
AT&T ACCESS ROAD 3545 BACK
MOUNTAIN ROAD
PROPOSED 20' ' /--------
AT&T ACCESS/
UTILITY EASEMENT /---—_---__ \� , '/ i' //' ,/ i/ ,'� EXISTING TREELINE (TIP.)----
/
/ / I
\ 1 / r 1 1 r I �, r ,, I
--- -- - - / I I I r l ! r r / r
PROPOSED 12'
AT&T ACCESS ROAD
PROPOSED 20'
AT&T ACCESS/
UTILITY EASEMENT
\ r
N
I PROPOSED 15"-38'
y LONG RCP CULVERTEXISTING
CONTOUR (TYP.)
NEW CONTOUR (TYP.)
PRO E
SCALE IN FEET i T.M. 59-A-5 FENL OF D
ST. JOHNS
LUTHERAN CHURCH j
L 1 1.
0 20 40 80 120 TRUE NORTH EROSION & SEDIMENT -_ A_ N�1� - ZONING: RA
CONTROLPL
3623 BACK
o SCALE: 1 "=40 &S- / MOUNTAIN ROAD
w
CHRISTOPHFR D-
3 MORIN BC ARCHITECTS ENGINEERS
z BACK MOUNTAIN_RACEY PARCEL 2 FALLS CHURCH, VA
wK2 SDI— 0 10138160_4131 �t�ct NO. 032984
- FALLS CHURCH, VA 22041-2sse 0 OS -24-11 FINAL ZONING cuw cD 52� �+ SION &SEDIMENT CONTROL PLAN
e TFL (703) 671-6000 A 04-12-11 PRELIMINARY ZONING AV CDM —T
I a r c h i t e c t s FAX: (7°3) 671-8300 3392 BACK MOUNTAIN ROAD (SR 600) 7750 STAN3ARD DR QST NAL G� DRAWING NUMBER REV
WINCHESTER, VA 22602 WXM. MD 21076 N0. DATE REVISIONS BY CHK APP' f 0 y,
I
@ tl g 1 tl e e r S SCALE: AS SHOWN DESIGNED C. MORIN DRAWN AV - """"" E&S-2 0
--
T.M. 59 -A -6A \
DOROTHY A. STANT
INST. 1200700044
-------' — --- \ .'ZONING:
RA
NOT LISTED
EXISTING PROPERTY LINE
\ 1 / r 1 1 r I �, r ,, I
--- -- - - / I I I r l ! r r / r
PROPOSED 12'
AT&T ACCESS ROAD
PROPOSED 20'
AT&T ACCESS/
UTILITY EASEMENT
\ r
N
I PROPOSED 15"-38'
y LONG RCP CULVERTEXISTING
CONTOUR (TYP.)
NEW CONTOUR (TYP.)
PRO E
SCALE IN FEET i T.M. 59-A-5 FENL OF D
ST. JOHNS
LUTHERAN CHURCH j
L 1 1.
0 20 40 80 120 TRUE NORTH EROSION & SEDIMENT -_ A_ N�1� - ZONING: RA
CONTROLPL
3623 BACK
o SCALE: 1 "=40 &S- / MOUNTAIN ROAD
w
CHRISTOPHFR D-
3 MORIN BC ARCHITECTS ENGINEERS
z BACK MOUNTAIN_RACEY PARCEL 2 FALLS CHURCH, VA
wK2 SDI— 0 10138160_4131 �t�ct NO. 032984
- FALLS CHURCH, VA 22041-2sse 0 OS -24-11 FINAL ZONING cuw cD 52� �+ SION &SEDIMENT CONTROL PLAN
e TFL (703) 671-6000 A 04-12-11 PRELIMINARY ZONING AV CDM —T
I a r c h i t e c t s FAX: (7°3) 671-8300 3392 BACK MOUNTAIN ROAD (SR 600) 7750 STAN3ARD DR QST NAL G� DRAWING NUMBER REV
WINCHESTER, VA 22602 WXM. MD 21076 N0. DATE REVISIONS BY CHK APP' f 0 y,
I
@ tl g 1 tl e e r S SCALE: AS SHOWN DESIGNED C. MORIN DRAWN AV - """"" E&S-2 0
CONSTRUCTION OF AT SILT FENCE
(WITHOUT WIRE' SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LANE OF
STAKES.
lu
d'
3. STAPLE FILTER MATERIAL 4. BACKrILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
Jill
FLOW
ll
= 1il � lil i "-
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
i I
POINTS A SHOULD BE HIGHER THAN POINT B. !
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
NOTE: ALL DETAILS ARE REFERENCED FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THIRD EDITION, 1992
SEE DRAWINGS G-1 AND G-2 FOR LOCATIONS OF EROSION AND SEDIMENT CONTROL STRUCTURAL PRACTICES
SF SILT FENCE STD 3.05-1
CONSTRUCTION OF A SILT FENCE
O WITH WIRE SUTIPORT1
t- SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINF-
OF POSTS-
fig
!I 'lam 1
I f
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND R INTO THE TRENCH.
11.1
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTEIR� FABRIC
WIRE
SF SUPER SILT FENCE STD 3.05-2
SEE PLAN FOR DIMENSION
SITE STONE PAVING
(EXTEND TO FENCE LINE)
- VDOT STANDARD 21A STONE
COARSE AGGREGATE STONE
GEOTEXTILE FABRIC
STONE CONSTRUCTION
ENTRANCE
70' MIN,
EXISTING
AI
PAVEMENT
.3
Ij
I
S.i
FILTER CLOTH 6• MIN, Al(OPTIEDLE
BERM
COPTIO NAL)
/
SIDE ELEVATION
EXISTING GROUND
70' MIN.
T.
$ WASNRACK
(DPTIGNA0
t0' MIN,
10' MM
12' MIN,
h--
PA -MIT
VDOT 01
I ~� POSITIVE 9RAINAGE
Lor MIN.
COURSE AGGREGATE
B TO SEDIMENT
I TRAPPING DEVICE
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
PLAN VIEW
OPERATION
+
12' MIN.
3• MIN.
3• MIN.
FILTER CLOTH
SECTION A—A
REINFORCED CONCRETE
DRAIN SPACE
SECTION B—s
S
GRAVEL SURFACING DETAIL
CE CONSTRUCTION ENTRANCE STD 3.02-1
'-UNDISTURBED EARTH OR M7
TH OF
COMPACTED GRANULAR FILL jj
O 1
EROSION & SEDIMENT CONTROL DETA ILS1
� SCALE: N.T.S. � UO �ST � ✓
SACK MOUNTAiiV_RACEY PARCEL 2 MORIN BC ARCHITECTS ENGINEERS
2 FALLS CHURCH, VA
4t 5659 COLUMBIA PIKE. SUITE 10110138160_4131 1 08-18-08 A-7 ADDED TO ESC DRAWINGS DR B No. 032984
`- FALLS CHURCH, VA 22041-2868 10138160-4131 D 05-24-11 FINAL ZONING GMW GD 52 i1 SION & SEDIMENT CONTROL DETAILS
TEL (703) 671-6000
a r C h 1 C e C L S FAX: (703) 671-6100 3392 BACK MOUNTAIN ROAD (SR 600) 7150 STA DR S� �1 DRAWING NUMBER REV
A 04-12-11 PRELIMINARY ZONING AV CDM T
e n g I n e e r S WINCHESTER• VA 22602 WMVER, MD 21076 NO. DATE REVISIONS BY CHK APP' j ONAL ��
SCALE AS SHOWN DESIGNED C. MORIN DRAWN AV • • • • • • E&S-3 0