HomeMy WebLinkAbout58-08 Meadowbrook Subdivision - Substation Expansion - Opequon - BackfileList of drawings:
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Project Names Meadow Brook Substation Expansion
Final Submittal/Issue Date, February 2, 2009
Prepared by, Realtime/Jim Mahaffey/608-664-200 x-162
Property Identification Number (PIN): 84-a-55
Proposed Improvements The expansion of the existing Meadow Brook 500/138kV
substation to add one (1) 500kV Capacitor Bank.
Site Address: 245 Vaucluse Road
Stephens City, Virginia 22645
Total Expansion Area# 1.20 Acre
Total Disturbed Area: 239,720 Square Feet
Property Owners Potomac Edison Company
A Subsidiary of Allegheny Power
Developers Kenny Construction Company
Senior Project Managers Gerry Hassler
Telephone Numbers 304-816-7801
Address: 320 Adams Street, Suite
Fairmont, WV 26554
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Vocinity Map
Dwg # Rev* Dwg Title TC KCC Others
1.
525-5KSHAI
1B
500kV
Yard
Addition
Grading
Plan and Sections
2.
525=56
,SHZ
113
500kV
Yard
Addition
Grading
Plan and Sections
3.
525-56,SH.3,
113
500kV
Yard
Addition
Grading
Plan and Sections
4.
525-569)SH.11
IB
500kV
Yard
Addition
Erosion
and Sediment Control Plan
5.
525-5697SH.2,
0
500kV
Yard
Addition
Erosion
and Sediment Control Plan
6.
525-5691SH.37
A
500kV
Yard
Addition
Erosion
and Sediment Control Plan
7.
525-611
0
2007
Survey
For Substation
Addition
8
404-261
9A
Meadow Brook
Substation - Plot Plan
9.
408-821
11A
Electrical
Plan View -
Ultimate Arrangements
I,
Meadow Brook Expansion
Fredrick County, Virginia
This Site Plan is valid for five (5) years from the date of Zoning Administrator Approval
Fredrick County, VA
Zoning Administrator Approval
----- ---------
Signature
r '91
---_
Date
p
U JAVIES P. tv1AHAFFEY y
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I_ SERIES 5
— — — — — SOM — — — — — — — — — — — — — -
MT.TR
500KV I
LINE NO. 529
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IR 83L
x x
1285'-
GREENLAND GAP
500KV
�A s540 LINE
II
PH X PH Y PH Z
l POSN 500--1-3
I L OUDOUN
I 500KV
LINE N0. 535
STRASBLRG
138 KV
RIDGELEY
SHEET
SHEET I
SHEET
6 OF 6
1 OF 6
2 OF 6
SHEET
SHEET
SHEET
5 OF 6
4 OF 6
3 OF 6
DRAWING ARRANGEMENT
KEY
REFERENCES: 505-476
— 1
I TrAILCO
I FACILITIES I
LEGEND:
O
- ARRESTER
0
- CCVT
®
- L I NE TRAP
❑
- BKR CONTROL
CABINET
1 38KV
CAPACITOR
BARTONVILLE
138KV
WEST WINCHESTEk
138KV
DOUBLE TOLL GATE
138KV
� SUBSTATION
UOUbLE TOLL GATE
138KV
RIVERTON
1 38KV
FUTURE
138KV
REF. LIST
103 -683
(14)
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NOTE:
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SEE 525-569 FOR INSTALLATION D
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REFERENCE DWGS:
EXISTING GRADING/SOIL EROSION PLAN(1985) 408-722
EROSION AND SETTLEMENT CONTROL PLAN 525-569
2007 SURVEY FOR SUBSTATION ADDITION 525-611
LEGEND
Z APPROXIMATE BORING LOCATION
(SEE TABLE ON SHT. I OF 3)
SURVEY DATA CONTROL POINTS AND ID
�I (SEE TABLE ON SHT. I OF 3)
F- EXISTING FENCE
TO BE REMOVED
.__-760_--, EXISTING CONTOUR LINES
_---760-,, EXISTING CONTOUR LINES
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NOTE:
CHECK CONTOURS
FOR DEPTH.
SEE 525-569 FOR INSTALLATION DETAILS
NOTE:
SEE 525-569 SH.2 OF 2 FOR DETAILS
LEGEND
TT TOE TREATMENT
SB SOIL STABILIZATION TREATMENT
(GRASS CHANNEL)
RR 6° RIPRAP IN TRENCH
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—j
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(SEE DETAIL
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STB STRAW BALE
BARRIER
(SEE DETAIL
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EXISTING CONTOUR
LINES
EXISTING CONTOUR
LINES
TO BE REMOVED
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LINES
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F"ED CONTROL PLAN
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APPROVED AUTHOWATON SCALE DRAVANG NUMUR REV
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SHEET 1 of 3 DATE — 3 3 0 5
SERIES 5
SAS STB SB
SAFETY FENCE S TRA W BALE BARRIER TYPICAL ORIENTATION OF TYPICAL TREA TMENT - I
AT WESTERLY DITCH OUTLET AND DRAINAGE WAYS TOE REQ UIREMENTS FOR TREA TMENT - I (SOIL STABILIZATION BLANKET
.. �. STAKED AND ENTRENCHED BANK STABILIZATION
O INSTALLATION CRITERIA
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COMPACTED SOIL TO
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. ■. .. ■ SHALLOW
FILTERED RUN OF SEDIMENT LADEN SLOPE
RUNOFF ANCHOR
.■■ .■■ r. T..r err. �.,.. 20
APPROXIMATELY 200 STAPLES REQUIRED
%r �':; .• ON SHALLOW SLOPES, STRIPS OF PER 100 SQ, YDS. OF MATERIAL ROLL.
�{ NETTING PROTECTIVE COVERINGS ANCHOR SLOTS, JUNCTION SLOTS &
/ ""i
MAY BE APPLIED ACROSS CHECK SLOTS TO BE BURIED 6" TO 12".
KEY IN T THE SLOPE.
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BERM CHECK SLOT TO BE SNUGLY ABUTTED
PROPERLY INSTALLED STRAW BALE
I I I I
- (JUTE MESH WILL HAVE
(CROSS SECTION) T WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, I I
_ '":c�..•�:s d: ; -';e `'', =:,a;•• .?. •:: r;, ; `;+ '•:::?;:.': : ' ' - �;s <i''-r - MIN. BRING THE MATERIAL OVER THE BERM AND ANCHOR ITTERMINAL FOLD STAPLED LAP JOINT IN
1. EXCAVATE THE TRENCH. 2. PLACE AND STAKE STRAW BALES. BEHIND THE BERM. i LAP JOINT 2" MIN. uEU of EDGE JOINT) I I I I
(JUTE MESH ONLY) I I I
TAMP FIRMLY
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KE STEEP I ( Ali ANCHOR SLOT 5' MAX. 4:1 OR FLATTER I '
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AND ANCHOR SECURELY.
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r. •. t.
BRING MATERIAL DOWN TO A LEVEL AREA BEFORESTAPLING DIAGRAM
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+ _ UNDER 4" AND STAPLE AT 12" INTERVALS. f:`
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8 APLE MIN. LENGTH FOR SANDY SOIL
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JUNCTION SLOT
-TAMP
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1 IN DITCHES, APPLY PROTECTIVE COVERING
PARALLEL TO THE DIRECTION OF FLOW. 12"
TAMP FIRMLY
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TO
JOINING MATERIAL IN THE CENTER OF -"II
4. BACKFILL AND COMPACT THE _ THE DITCH IF AT ALL POSSIBLE.
6' mserM scow a�olrto Esc EXCAVATED SOIL. =•;,•
5' MIN. a 3. WEDGE LOOSE STRAW BETWEEN BALES. ;, TO 12"
PERSPECTIVE VIEW PERSPECTIVE VIEW COARSE AGGREGATE <;
MIN. THICKNESS = 6" _
PLASTIC FENCE METAL FENCE CONSTRUCTION OF STRAW BALE BARRIER _ 2
2"
SOURCE: CONWED PLASTICS PLATE. 3.1-1 SOURCE: VA. DSWC PLATE. 3.04-1 SOURCE: Adapted from VDOTDrainage Manual PLATE. 3.19-1 SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE PLATE: 3.36-1 SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36-2
VDOT ROAD AND BRIDGE STANDARDS
VA. DSWC
S TAKES, S TAPLES, & PINS
FOR
INS TALLA TION OF
S T T TREA TMENT - 2
CONSTRUCTION OF A SILT FENCE TYPICAL TREATMENT - 2 ,SOIL STABILIZATION MATTING
(WITHOUT WIRE SUPPORT) SOIL STABILIZATION MATTING
3: > SLOPE INSTALLATION 3-1/4" -
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH RECOMMENDED FREEBOARD 2" DIA.
UPSLOPE ALONG THE LINE of NORTH WEST SIDE OF S LAB S TA TION EXPANSION WASHER
STAKES. AND
' HEI GHT OF BANK OF 18
6'MAX.
FILL SLOPE SECTION---- 10" MIN. 1 STEEL PIN
3/16" DIA.
� ...-�� "
LINED CHANNELS
1) 1 x4 TRIANGULAR SURVEY STAKE - MINIMUM
SOIL STABILIZATION MATS SHOULD 10" IN LENGTH. PLACEMENT OF THE STAKE
BE INSTALLED VERTICALLY Q 5' NOTE: SLOPE SURFACE g" ACROSS THE FLOW OF THE WATER IS THOUGHT
TO PROVIDE A PINBALL EFFECT TO HELP
Jill DOWNSLOPE FOR BEST RESULTS. Q QBE
ANDLFREE OFPIN
STAKE 0
SMOOTH
ROCKS, LUMPS OF 2) 11GA GE STEEOLI- MINIMUM 1" WIDE BY 6"
DIRT, GRASS AND
5 11 GAUGE 6"x1"x6" STEIN LENGTH STEEL STAPLE - 2"x8" STAPLE
FLOW I = STICKS. MAT SHALL STAPL E�
® L/ 5' BE PLACED FLAT MAY BE REQUIRED IN CERTAIN SOIL CONDITIONS.
i Q Q ON SURFACE FOR STEEL PINS - 3/16 DIAMETER STEEL PIN
III — I III — I Q PROPER SOIL STAPLE 3) BY 18" IN LENGTH WITH A 2" DIAMETER
4 Q Q Q CONTACT.
WASHER ON TOP. (SEE ILLUSTRATION)
��4'
2' 4 SOURCE: PRODUCT LITERATURE FROM GREENSTREAK INC. PLATE: 3.36-3
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT Q MIN a o 4
TO STAKES AND EXTEND THE EXCAVATED SOIL. o�FR6 " Pam`" —
IT INTO THE TRENCH. Q�
" Q DIRT SHALL BE 3 O
I=1 TAMPERED PRIOR C
TO OVER TOP m GENERAL STAPLE PATTERN GUIDE
LAPy' AND RE COMMENDA TIONS
;II �
I11 o l TOE BERM 2 o FOR TREA TMENT - 2
MAINTAIN SLOPE ANGLE TRENCH INTO BERM AND O
FLOW/ I PROGRESS DOWNSLOPE SOIL S TABILIZA TION MA T TING) 2'
IIIII,• =III—'IlIf
SHEET FLOW INSTALLATION SLOPE LINING SLOPE LINING COP 0 SLOPE
1 C
(PERSPECTIVE VIEW) x 4' x
(WET SLOPE) ,. (DRY SLOPE) _ ,
6' Nx
FLOW o x
a�Mnx. TREATMENT - 2 275 x
O � 3 275
X
-t
A OLYPROPELYENE Z 250
B \\ NON -WOVEN
2' 10 20 30 50 100 200 300 500 1000 2000 4000 O
(NEEDLE PUNCHED) OZN TREATMENT - 2 � 225 (' x
GEOTEXTILE FILTER R CL SOURCE Ri CAPACITY, �' = B
f��ZE OVE Qv�F�E A 200T_
CLOTH (BEHIND 4 p8 �R �P
/f \ 0, TREATMENT - 2) OF WA > 175 C C X X
M x 150 NOTE:
SOIL i�.RPB�E BOTTOM OF FILL SLOPE 125 B C D 2' DETAILS TAKEN FROM VI RGI NI A
D 1 STAP E PER SO. YD. 2 STAPLES PER SQ. YD.
POINTS A SHOULD BE HIGHER THAN POINT B. z 10o EROSION AND SEDIMENT CONTROL
75 A HANDBOOK, THIRD EDITION, 1992
DRAINAGEWAY INSTALLATION BOTTOM OF CUT SLOPE m so
(FRONT ELEVATION) BOTTOM OF CUT SLOPE 4 BREAK POINT
z 3' FT A B B x � 4'
� 20"
SOURCE: Adapted frominstallation of Straw and Fabric Filter Barriers for Sediment,QnMC PLATE. 3.05-2 SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36-5 SOURCE: U.S. BUREAU OF RECLAMATION PLATE 3.19-2 6' x x x x x
Sherwood and Wyant FLOW FLOW
4:1 3:1 2:1 1:1 LOW MED. / HIGH
1 1 /2' 1 1/2
'
CHANNEL CHANNEL
AND
SHORELINE
— X
R
D ✓ NOTE: FOR OPTIMUM RESULTS, THESE RECOMMENDED D
> STAPLE PATTERN GUIDES MUST BE FOLLOWED.
�1 SUGGESTED ANCHORING METHODS VARY
X X ACCORDING TO THE MANUFACTURER. THIS
CHART SHOWS HOW SLOPE LENGTHS AND
�4 1 1/2 STAPLES PER SQ. YD. /2 STAPLES PER SQ. YD.
W GRADIENTS AFFECT STAPLING PATTERNS. 3 1
C) Z o0
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REF. LIST o � Q_
103-683 0 �,
(51) m o0=
DRAWN
RUE -PA JkTrans-Allegheny Interstate Line CompanyAPB Allegheny Energy company »
RUE03-21-08
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RUE-JPM D-01458- NONE 525-569 0
swxT 2 of 3 DATE 3305
ISERFS 5