HomeMy WebLinkAbout12-26 Site PlanSHADY ELM CONTRACTOR STORAGE SITE PLAN (SP #12-26)
FREDERICK COUNTY, VIRGINIA
LOCATION MAP:
PROJECT INFORMATION:SHEET INDEX:
PROJECT NOTES:
SCALE: 1" = 1000'
SITEVA STATEGRID NORTHCURRENT OWNER:
REFERENCE:
USE DESCRIPTION:
ACREAGE:
ZONING:
PHYSICAL ADDRESS:
DISTURBED AREA:
FLOODPLAIN:
SR FLEX-SHADY ELM, LLC
TM 63-A-60B
BACK CREEK MAGISTERIAL DISTRICT
SP #08-04
WAREHOUSING W/ OUTDOOR STORAGE
5.48 AC.
M1
TBD, SHADY ELM ROAD, WINCHESTER, VA 22602
5.42 ACRES
OUTSIDE 100 YEAR FLOODPLAIN BASED ON FIRM MAP PANEL 51069C0320E, DATED
JANUARY 29, 2021
PROJECT CONTACTS:
OWNER/DEVELOPER:
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
CONTRACTOR:
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
ARCHITECT:
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
ENGINEER (CIVIL):
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
SR FLEX-SHADY ELM, LLC
240 AIRPORT ROAD, SUITE A
WINCHESTER, VA 22602
(540) 931-4655
JOHN@STONERIDGECOS.COM
JOHN WILLINGHAM
TBD
MICHAEL M. RAPHAEL
107 WYNDVIEW DRIVE
LYNCHBURG, VA 24502
(540) 903-0200
MYARCHITECT2009@GMAIL.COM
MICHAEL RAPHAEL
DICE ENGINEERING, PLC
101 SHELBY CT.
WINCHESTER, VA 22602
(540) 974-5157
DDUNLAP@DICE-ENG.COM
DENNIE DUNLAP
RESPONSIBLE LAND DISTURBER
NAME:
CONTACT INFO:
CERTIFICATION #:
EXP. DATE:
THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE
FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET
FORTH IN THE PLANS.
ELECTRIC COMPANY:
ADDRESS-
PHONE NUMBER-
CONTACT-
WATER PROVIDER:
ADDRESS-
PHONE NUMBER-
CONTACT-
SEWER PROVIDER:
ADDRESS-
PHONE NUMBER-
CONTACT-
GAS COMPANY:
ADDRESS-
PHONE NUMBER-
CONTACT-
PHONE COMPANY:
ADDRESS-
PHONE NUMBER-
CONTACT-
RAPPAHANNOCK ELECTRIC CO-OP
137 KELLEY COURT
FRONT ROYAL, VA 22630
(540) 662-2037
CITY OF WINCHESTER
301 EAST CORK STREET
WINCHESTER, VA 22601
(540) 773-1358
CITY OF WINCHESTER
301 EAST CORK STREET
WINCHESTER, VA 22601
(540) 773-1358
SHENANDOAH GAS
350 HILLANDALE LANE
WINCHESTER, VA 22602
(540) 868-7925
VERIZON
404 HILLANDALE LANE
WINCHESTER, VA 22602
(540) 665-3153 CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYCOVER SHEETJOB NO.: 25-11
C-01C-01.DWGDDDN/ADDDDESCRIPTION06-23-2026SHADY EL
M
R
D.03-05-2026SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
I
N
D
U
S
T
R
I
A
L
D
R
.1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYGENERAL NOTESJOB NO.: 25-11
C-02C-02.DWGDDDN/ADDDV .
V2.
V3.
V4
V5.
V6.
V7.
V9.
V10.
V11.
V12.
V13.
V14.
V15.
V17.
V18.
V19.
V20.
V21.
V22.
V23.
V24.
V25.DESCRIPTION03-05-202606-23-2026
SHADY ELM ROAD CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26 1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYEXISTING CONDITIONSJOB NO.: 25-11
C-03C-03.DWGDDD1" = 30'DDDDESCRIPTION03-05-20261 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
06-23-2026 1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
777 776775
773
774
776
773
779
779 772773774775776779779778
CE
SB
TEMPORARY TOPSOIL STOCKPILERR
OP
DD
DD
DD
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFSF SF
TS
SR
DC
SF
SF
SF
SF
SF
SF
SF
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYINITIAL E&SC PLANJOB NO.: 25-11
C-04C-04.DWGDDD1" = 30'DDDDESCRIPTION03-05-20261 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
06-23-2026
SEDIMENT BASIN
PRINCIPAL SPILLWAY
TOP OF EMBANKMENT
= 779.50 (8' WIDE)
48LF - 18" HDPE @ 0.50%
20' EMERGENCY SPILLWAY
W/ CLASS A1 RIP-RAP LINING
ELEV. = 777.65
FLARED END SECTION
INV. = 771.76 (18")
- LIMITS OF DISTURBANCE
NOTE:
1.LIMITS OF DISTURBANCE SHALL BE AS INDICATED.
THE ESTIMATED DISTURBED AREA FOR THIS PROJECT
IS 5.42 ACRES.
DRAINAGE AREA TO SB = 5.30 AC.
DRAINAGE DIVIDE FOR TEMP.
DIVERSION DIKE (TYP.)
TEMP. DIVERSION DIKE CALCS:
DRAINAGE AREA = 1.46 AC.
Tc = 5 MIN.
Q10 = 7.80 CFS
DD HEIGHT = 18"
10-YR FLOW DEPTH = 0.45'1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
XXXXXXXXX X X X X X X X XXXXX X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
LOADING ZONECADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSITE PLANJOB NO.: 25-11
C-05C-05.DWGDDD1" = 30'DDDDESCRIPTION03-05-20261 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
06-23-2026
8
8
17
5
7
1510
4' CONC. SIDEWALK
(TURN-DOWN @ E.P.)
80'
32'24'
18'
10'
30'
PROPOSED STONE-SURFACED
OUTDOOR STORAGE AREA (~15,400 SF)
24'
HEAVY-DUTY PAVEMENT
PROPOSED BUILDING 'A'
11,925 SQ. FT.
(159' x 75')
PROPOSED STEPS & HANDRAIL
(10) RISERS (11"D x 6"H)
W/ 5' LANDING
PROPOSED STEPS & HANDRAIL
(10) RISERS (11"D x 6"H)
W/ 5' LANDINGE.P.E.P.C
G
-
6
CG-
6 CG-6CG-2CG-2
CG-6CG-6CG-6
CG-2CG-2CG-6CG-2
CG-2
ENTRANCE SIGN
(MUST BE AT SET BACK AT
LEAST 10' FROM PROPERTY
LINE, SEE PROJECT
NOTE #21, SHEET C-01)
PROPOSED BUILDING 'B'
11,925 SQ. FT.
(159' x 75')
PROPOSED BUILDING 'C'
11,925 SQ. FT.
(159' x 75')
PROPOSED BUILDING 'D'
11,925 SQ. FT.
(159' x 75')CG-24' CONC. SIDEWALK
(TURN-DOWN @ E.P.)CG-2CG-2
4' CONC. SIDEWALK
AT-GRADE OVERHEAD
DOOR (TYP.)CG-2PROPOSED 6' OPAQUE WOODEN FENCE
FOR OUTDOOR STORAGE SCREENING
SWING GATE
W/ KNOX BOX
ASPHALT MILL &
OVERLAY WITHIN
HATCHED AREA PER
VDOT WP-2
(SEE SHEET C-11)HANDICAP SIGN (TYP.)
TRANSITION TO MOUNTABLE
CURB AT STONE ENTRANCETRANSITION TO MOUNTABLE
CURB AT STONE ENTRANCE
CG-2WB-67 TRAILER PATH,
REAR AXLE (TYP.)
SWING GATE
W/ KNOX BOX SWING GATE
CONC. DUMPSTER PAD
W/ WOODEN OPAQUE
FENCE SCREEN
(SEE DETAIL SHEET C-25)
10' ASPHALT TRAIL
10' ASPHALT TRAIL
PROVIDE TYPE III BARRICADE
W/ "SIDEWALK CLOSED" SIGN
(R9-9) AT TRAIL TERMINUS
(SEE DETAIL SHEET C-25)1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD12'
45'
PROVIDE TYPE III BARRICADE
W/ "SIDEWALK CLOSED" SIGN
(R9-9) AT TRAIL TERMINUS
(SEE DETAIL SHEET C-25)
CG-12
CG-12
CG-12
CG-12
CG-12
CG-12
XXXXXXXXX X X X X X X X XXXXX X X X X X X
UG
E
UGEUG
E
UGEUG
E
UG
E
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE
UGE UGE
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
WWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW LOADING ZONECADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYUTILITY PLANJOB NO.: 25-11
C-06C-06.DWGDDD1" = 30'DDDDESCRIPTION03-05-20261 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
06-23-2026
PROPOSED STONE-SURFACED
OUTDOOR STORAGE AREA
PROPOSED BUILDING 'A'
11,925 SQ. FT.
(159' x 75')
PROPOSED BUILDING 'B'
11,925 SQ. FT.
(159' x 75')
PROPOSED BUILDING 'C'
11,925 SQ. FT.
(159' x 75')
PROPOSED BUILDING 'D'
11,925 SQ. FT.
(159' x 75')
12910
1112 1314
15
3
4
56
7
8
16
17
EX. 8" INV. @ LATERAL
CONNECTION = 770.94
4" SDR 26 SAN. SEW.
LAT. (PRIVATE)
PROPOSED TRANSFORMER PAD
(1) 8" G.V.
8" x 6" REDUCER
8" DIP CL52 W/L (PUBLIC)
REMOVE EX. CAP
& EXTEND 8" W/L
SWMB PRINCIPAL
SPILLWAY
NOTE:
REFERS TO CORRESPONDING STORM STRUCTURE ID
CAP & BLOCK
8" x 8" x 8" TEE
(2) 8" G.V.
1.5" TYPE 'K' COPPER TUBING (PRIVATE)
4" SDR 26 SAN. SEW.
LAT. (PRIVATE)
C.O.
EX. 8" INV. @ LATERAL
CONNECTION = 781.71
1.25" TYPE 'K' COPPER TUBING
(2) 2" x 2" x 1.25" TEE
(REDUCE TO 1.5" AFTER 2ND TEE)
1.5" x 1.25" x 1.25" TEE
1.25" TYPE 'K' COPPER TUBING
C.O.
C.O.
C.O.C.O.
C.O.
C.O.
C.O.C.O.
4" R.D. (TYP. OF 7,
EACH BUILDING)
1.25" TYPE 'K' COPPER TUBING
20' WATERLINE EASEMENT
1.25" TYPE 'K' COPPER TUBING
F.H.
C.O.
C.O.
C.O.
C.O.
8" DIP CL52 W/L (PUBLIC)
20' WATERLINE EASEMENT
45° BEND
(1) 8" G.V.
8" x 6" REDUCER
F.H.
8" DIP CL52
W/L (PUBLIC)
4" SDR 26 SAN. SEW.
LAT. (PRIVATE)
30'1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2" TAPPING SADDLE &
CORPORATION STOP
2" SDR-9 POLYETHYLENE
TUBING W/ TRACER WIRE
FROM CORPORATION
STOP TO BALL VALVE
2" BALL VALVE
1" W.M. W/ 2"
METER SETTING
(SEE SHEET C-18)
2" TYPE 'K'
COPPER TUBING
8" x 8" x 8" TEE
(2) 8" G.V.2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
XXXXXXXXX X X X X X X X XXXXX X X X X X X
UG
E
UGEUG
E
UGEUG
E
UG
E
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE
UGE UGE
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
WWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW LOADING ZONE795785785785780780
781
791791792786
777 776775
773
774
776
779
779 772773774775776779779778790785780
790
788
790
7
8
8
78
9
775790
790
789
790 790785790785789
775773
78379
4
79
5
80079
7
798
799 794796799
798 796797
7
9
7
79
6
798795800787784784
783
782783784784
783 782
783784780RR
OP
DC
SF
SF
SF
SF
SF
OP
OP
CIP
IP
IP
IP
IP
IP
IP
PS TO
SR
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYGRADING AND FINAL E&SC PLANJOB NO.: 25-11
C-07C-07.DWGDDD1" = 30'DDDDESCRIPTION03-05-20261 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
06-23-2026
BUILDING 'A'
F.F. = 791.00
800.44 (T.C.)
800.11 (E.P.)
800.13 (T.C.)
799.80 (E.P.)
BUILDING 'C'
F.F. = 791.00
800.13 (EX.)
799.66
798.89
792.08 (T.C.)
791.58 (E.P.)
790.75
791.00 (T.S.)
791.00 (E.P.)
790.60
791.00 (T.C.)
791.00 (E.P.)
787.10
791.00 (T.S.)
791.00 (E.P.)
791.00 (T.C)
791.00 (E.P.)
784.60
785.00 (T.C.)
785.00 (E.P.)
785.00 (T.C.)
785.00 (E.P.)
785.00 (T.C.)
785.00 (E.P.)
BUILDING 'B'
F.F. = 785.00
BUILDING 'D'
F.F. = 785.00
790.39 (T.C.)
789.89 (E.P.)
790.81 (T.S.)
790.31 (E.P.)
784.81 (T.S.)784.24 (T.C.)
783.74 (E.P.)
783.81 (T.C.)
783.48 (E.P.)
783.52 (T.C.)
783.19 (E.P.)
799.79 (EX.)
800.51 (EX.)
784.75
784.75
784.85 (T.S.)790.43 (T.S.)
790.85 (T.S.)
785.00 (T.C.)
785.00 (E.P.)
784.57 (T.S.)
784.85 (T.S.)790.85 (T.S.)
790.44 (T.S.)
790.85 (T.S.)791.36 (T.C.)
790.86 (E.P.)
790.06 (T.C.)
789.56 (E.P.)
784.81 (T.S.)
784.31 (E.P.)
782.64 (T.C.)
782.31 (E.P.)
780.96 (T.C.)
780.63 (E.P.)
781.96 (T.C.)
781.63 (E.P.)
784.81 (T.C.)
784.31 (E.P.)
784.53 (T.C.)
784.03 (E.P.)
782.78 (T.C.)
782.45 (E.P.)
783.09 (T.C.)
782.76 (E.P.)
783.84 (T.C.)
783.51 (E.P.)
784.81 (T.S.)
784.31 (E.P.)
784.85 (T.S.)790.85 (T.S.)
790.81 (T.S.)
790.31 (E.P.)
790.40 (T.S.)
789.90 (E.P.)
789.83 (T.C.)
789.50 (E.P.)
789.33 (T.C.)
789.00 (E.P.)
786.64 (T.C.)
786.31 (E.P.)
787.28 (T.C.)
786.78 (E.P.)
791.37 (T.C.)
790.87 (E.P.)
781.10
781.20
781.20790.75
787.85 (T.S. @
5' LANDING)
787.85 (T.S. @
5' LANDING)
PRINCIPAL SPILLWAY
STD. SWM-1
TOP = 776.65
INV. = 772.00 (6")
INV. = 772.00 (18")
TOP OF EMBANKMENT
= 779.50 (8' WIDE)
48LF - 18" HDPE @ 0.50%
20' EMERGENCY SPILLWAY
W/ CLASS A1 RIP-RAP LINING
ELEV. = 777.65
DETENTION BASIN
FLARED END SECTION
INV. = 771.76 (18")
45LF - 15" HDPE @ 1.00%
FLARED END SECTION
INV. = 776.80 (15")
FLARED END SECTION
INV. = 777.25 (15")
- LIMITS OF DISTURBANCE
NOTE:
1.LIMITS OF DISTURBANCE SHALL BE AS INDICATED.
THE ESTIMATED DISTURBED AREA FOR THIS PROJECT
IS 5.42 ACRES.1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD30'
793.75
793.55
797.60
797.40
799.86
5' x 10' TURNING SPACE
@ END OF TRAIL
5' x 10' TURNING SPACE
@ END OF TRAIL
782.65 (T.C.)
782.32 (E.P.)
782.43 (T.C.)
782.10 (E.P.)
800.05799.55 (T.C. FLUSH @
TRAIL W/ 1' TAPER)
799.72 (E.P.)
799.77 (T.C. FLUSH @
TRAIL W/ 1' TAPER)
799.94 (E.P.)
800.08
800.18 2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD799.49 (T.C. FLUSH @
TRAIL W/ 1' TAPER)
799.66 (E.P.)
799.58 (T.C. FLUSH @
TRAIL W/ 1' TAPER)
799.75 (E.P.)
799.00 (T.C.)
798.67 (E.P.)
798.96 (T.C.)
798.63 (E.P.)
799.95
792.18 (T.C.)
791.68 (E.P.)
790.81 (T.C.)
790.48 (E.P.)
792.88 (T.C.)
792.38 (E.P.)
790.81 (T.S.)
790.31 (E.P.)
789.82 (T.C.)
789.49 (E.P.)
788.93 (T.C.)
788.60 (E.P.)
789.94 (T.S.)
790.11 (E.P.)
790.49 (T.S.)
790.16 (E.P.)
790.41 (T.S.)
790.08 (E.P.)
789.93 (T.S.)
790.10 (E.P.)
790.40 (T.S.)
790.07 (E.P.)
790.46 (T.S.)
790.13 (E.P.)
784.81 (T.S.)
784.31 (E.P.)
784.81 (T.S.)
784.31 (E.P.)
784.31 (T.S.)
784.31 (E.P.)
784.81 (T.S.)
784.31 (E.P.)
784.85 (T.S.)
784.31 (T.S.)
784.31 (E.P.)
784.81 (T.S.)
784.31 (E.P.)
784.81 (T.S.)
784.31 (E.P.)
XXXXXXXXX X X X X X X X XXXXX X X X X X X
UG
E
UGEUG
E
UGEUG
E
UG
E
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE
UGE UGE
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
WWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW LOADING ZONE795785785785780780
781
791791792786
777 776775
773
774
776
779
779 772773774775776779779778790785780
790
788
790
7
8
8
78
9
775790
790
789
790 790785790785789
775773
78379
4
79
5
80079
7
798
799 794796799
798 796797
7
9
7
79
6
798795800787784784
783
782783784784
783 782
783784780CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYLANDSCAPE PLANJOB NO.: 25-11
C-08C-08.DWGDDD1" = 30'DDDDESCRIPTION03-05-20261 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
06-23-2026
LANDSCAPING NOTES:
1.OWNER OF PROPERTY SHALL MAINTAIN REQUIRED
LANDSCAPING IN GOOD CONDITION.
2.SPECIFIED PLANT SPECIES MAY BE SUBJECT TO SUBSTITUTION
WITH THE REQUIREMENT THAT NEWLY SELECTED SPECIES
PROVIDE THE SAME VISUAL EFFECT.
3.PRIOR TO PLANT SPECIES SUBSTITUTION WRITTEN APPROVAL
MUST BE GRANTED BY THE FREDERICK COUNTY PLANNING
DEPARTMENT.
4.ALL PLANTING SHALL CONFORM WITH ARTICLE VIII, PART 802
OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT
SELECTION, PLANTING PROCEDURE, AND MAINTENANCE).
PERIMETER LANDSCAPING:
REQUIRED:
·1 TREE FOR EVERY 2,000 SQ. FT. OF IMPERVIOUS AREA
FOR FIRST 100,000 SQ. FT. OF ENTIRE SITE. + 1 TREE FOR
EVERY 5,000 SQ. FT. IN EXCESS OF FIRST 100,000 SQ. FT.
OF ENTIRE SITE.
·PROPOSED IMPERVIOUS AREA: 75,122 SQ. FT.
·(75,122 / 2,000) = 38 TREES
PROVIDED:
·38 TREES AROUND PERIMETER OF IMPERVIOUS AREA
INTERIOR LANDSCAPING:
REQUIRED:
·MINIMUM OF 5% OF INTERIOR PARKING LOTS SHALL BE
LANDSCAPED WITH SHADE TREES.
·TOTAL INTERIOR PARKING AREA = 75,122 SQ. FT.
·(0.05) * 75,122 = 3,756 SQ. FT.
·1 SHADE TREE FOR EVERY 10 PARKING SPACES
·70 SPACES / 10 = 7 REQUIRED TREES
PROVIDED:
·4,095 SQ. FT. OF INTERIOR LANDSCAPING
·7 INTERIOR SHADE TREES
PARKING LOT SCREEN:
REQUIRED:
·A 3 FT. HIGH SCREEN TO PREVENT HEADLIGHTS FROM
SHINING ONTO ADJOINING PROPERTY OR RIGHT OF WAY
·MAXIMUM 4 FT. SPACING OF SHRUBS
PROVIDED:
·42 SHRUBS PLANTED AT HEIGHT OF 3 FT. AND SPACED AT 4
FT. ON CENTER FOR VEHICLE PARKING AREAS
·VEHICLE PARKING AREAS WHICH DO NOT CONTAIN A
PROPOSED SHRUB SCREEN UTILIZE TOPOGRAPHY AND/OR
EXISTING LANDSCAPING TO SATISFY THE HEADLIGHT
SCREENING REQUIREMENTS
QUANT.
PLANT SCHEDULE
COMMON NAMEBOTANICAL NAME REMARKS
Littleleaf LindenTilia cordata 2" Caliper16
Flowering DogwoodCornus florida 2" Caliper13
Red MapleAcer rubrum 2" Caliper16
TYPE
Interior & Perimeter Tree
Interior & Perimeter Tree
Perimeter Tree
CHINESE HOLLY
FLOWERING DOGWOOD
LEGEND:
RED MAPLE
Chinese HollyIlex cornuta 36" Minimum Height42 Parking Screen Shrub
LITTLELEAF LINDEN
PROPOSED 6' OPAQUE WOODEN FENCE
FOR OUTDOOR STORAGE SCREENING
PROPOSED OUTDOOR STORAGE
(GRAVEL SURFACED)1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDDDESIGNATED INTERIOR
LANDSCAPED AREA
2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
XXXXXXXXX X X X X X X X XXXXX X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
WWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW LOADING ZONECADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYLIFE SAFETY PLANJOB NO.: 25-11
C-09C-09.DWGDDD1" = 30'DDDDESCRIPTION03-05-20261 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
06-23-2026
PROPOSED STONE-SURFACED
OUTDOOR STORAGE AREA
PROPOSED BUILDING 'A'
11,925 SQ. FT.
(159' x 75')
PROPOSED BUILDING 'B'
11,925 SQ. FT.
(159' x 75')
PROPOSED BUILDING 'C'
11,925 SQ. FT.
(159' x 75')
PROPOSED BUILDING 'D'
11,925 SQ. FT.
(159' x 75')
EX. 8" INV. @ LATERAL
CONNECTION = 770.94
PROPOSED TRANSFORMER PAD
(1) 8" G.V.
8" x 6" REDUCER8" DIP CL52 W/L (PUBLIC)
REMOVE EX. CAP
& EXTEND 8" W/L
EX. 8" INV. @ LATERAL
CONNECTION = 781.36
20' WATERLINE EASEMENT
80'32'
24'
24'
24'
FIRE LANE SIGNAGE
NOTES:
1.FIRE LANE SIGNAGE AND MARKINGS TO CONFORM TO THE
FREDERICK COUNTY FIRE PREVENTION CODE APPENDIX D FIRE
APPARATUS ACCESS ROADS D103.6 SIGNS, AND BE PLACED IN
ACCORDANCE WITH THE FIRE MARSHAL'S OFFICE. CURB AND/OR
EDGE OF PAVEMENT BETWEEN FIRE LANE SIGNS SHALL BE
MARKED WITH A SOLID 6" WIDE YELLOW LINE TO DELINEATE
EXTENTS OF FIRE LANE.
2.REFER TO TYPICAL FIRE LANE SIGN DETAILS, THIS SHEET.
24'24'
24'
20' WATERLINE EASEMENT
F.H.
8" DIP CL52 W/L (PUBLIC)
(1) 8" G.V.
8" x 6" REDUCER
F.H.
8" DIP CL52 W/L (PUBLIC)
30'
FIRE LANE SIGN
(TYPE 'D')
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'D')
FIRE LANE SIGN
(TYPE 'D')
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'D')
FIRE LANE SIGN
(TYPE 'D')
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'D')
FIRE LANE SIGN
(TYPE 'D')
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'D')
FIRE LANE SIGN
(TYPE 'D')
FIRE LANE SIGN
(TYPE 'D')
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'D')FIRE LANE SIGN
(TYPE 'D')
SWING GATE
W/ KNOX BOX
SWING GATE
W/ KNOX BOX SWING GATE
1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDDFIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'A')2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
XXXX X X XXX X X X
X X X X X X X X X X X X X X
LOADING ZONECADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYLIGHTING PLANJOB NO.: 25-11
C-10C-10.DWGDDDN/ADDDDESCRIPTION06-23-2026
FREDERICK COUNTY
SP #12-26 03-05-2026SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VA1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
NOTES:
1.LIGHTING DESIGN PROVIDED BY ASHE CONSULTANTS. REFER
TO ARCHITECTURAL / MEP PLANS FOR ADDITIONAL
INFORMATION.
2.ALL PROPOSED LIGHTING SHALL BE DOWNCAST AND FULL
CUTOFF FIXTURES AND CONFORM TO THE REQUIREMENTS IN
THE FREDERICK COUNTY ZONING ORDINANCE ARTICLE VIII,
PART 807.
P2
P2 P2 P2
P1
P1
P1
P1
P1
P1
W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2
W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2W3W3W3W3W3W3W3W3
W3 W3 W3 W3 W3 W3 W3 W3
W1
W1 W1
W1 W1
W1
W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2
W2W2W2W2W2W2W2W2W2W2W2W2
W3 W3 W3 W3 W3 W3 W3 W3
W1W1W1W1W1W1W1W1W1W1
W1
W1 W1
W1
W1
W1 1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
780
785
790
795
800
805
810
815
780
785
790
795
800
805
810
815
-4+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 4+25
EYE (HT. = 3.5')
(14.5' FROM E.P.)
OBJECT (HT. = 3.5')
OBJECT (HT. = 3.5')
PROPOSED GRADE
MIN. SIGHT DISTANCE = 390
'
(
3
5
M
P
H
)
(2-LANE MAJOR ROAD)
MIN. SIGHT DISTANCE =
3
9
0
'
(
3
5
M
P
H
)
(2-LANE MAJOR ROAD)
780
785
790
795
800
805
810
815
780
785
790
795
800
805
810
815
-4+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 4+25
EYE (HT. = 3.5')
(14.5' FROM E.P.)
OBJECT (HT. = 3.5')
OBJECT (HT. = 3.5')
PROPOSED GRADE
MIN. SIGHT DISTANCE = 390
'
(
3
5
M
P
H
)
(2-LANE MAJOR ROAD)
MIN. SIGHT DISTANCE =
3
9
0
'
(
3
5
M
P
H
)
(2-LANE MAJOR ROAD)
780
785
790
795
800
805
810
815
780
785
790
795
800
805
810
815
-4+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 4+25
EYE (HT. = 3.5')
(14.5' FROM E.P.)
OBJECT (HT. = 3.5')
OBJECT (HT. = 3.5')
PROPOSED GRADE
MIN. SIGHT DISTANCE = 390
'
(
3
5
M
P
H
)
(2-LANE MAJOR ROAD)
MIN. SIGHT DISTANCE =
3
9
0
'
(
3
5
M
P
H
)
(2-LANE MAJOR ROAD)
-3+90
-3+00
-2+00
-1+00
0+00
1+00
2+00
3+00
3+90
XXXXXXXXX795791
791792
790
790790790790789794795800
797798799794796799798796797797 796798
795800-3+90
-3+00
-2+00
-1+00
0+00
1+00
2+00
3+00
3+90-3+90
-3+00
-2+00
-1+00
0+00
1+00
2+00
3+00
3+90
790
795
800
805
810
790
795
800
805
810
10+00 11+00 11+25
-2.00%
-6.
0
0
%
-
1
1
.
0
0%
VPI = 10+38.72
VPI EL = 799.56
GRADE IN = -2.00%
GRADE OUT = -6.00%
CURVE LEN = 10.00'
K = 2.50'
E = 0.05'VPT = 10+43.72VPT EL = 799.26VPC = 10+33.72VPC EL = 799.66VPI = 10+50.00
VPI EL = 798.88
GRADE IN = -6.00%
GRADE OUT = -11.00%
CURVE LEN = 10.00'
K = 2.00'
E = 0.06'VPT = 10+55.00VPT EL = 798.33VPC = 10+45.00VPC EL = 799.18STA. 10+00.00C/L EX. SHADY ELM RD.ELEV. = 800.33STA. 10+10.10EX. E.P.ELEV. = 800.13790
795
800
805
810
790
795
800
805
810
10+00 11+00 11+25
-2.00%
-6.
0
0
%
-
1
1
.
0
0%
VPI = 10+38.72
VPI EL = 799.56
GRADE IN = -2.00%
GRADE OUT = -6.00%
CURVE LEN = 10.00'
K = 2.50'
E = 0.05'VPT = 10+43.72VPT EL = 799.26VPC = 10+33.72VPC EL = 799.66VPI = 10+50.00
VPI EL = 798.88
GRADE IN = -6.00%
GRADE OUT = -11.00%
CURVE LEN = 10.00'
K = 2.00'
E = 0.06'VPT = 10+55.00VPT EL = 798.33VPC = 10+45.00VPC EL = 799.18STA. 10+00.00C/L EX. SHADY ELM RD.ELEV. = 800.33STA. 10+10.10EX. E.P.ELEV. = 800.13790
795
800
805
810
790
795
800
805
810
10+00 11+00 11+25
-2.00%
-6.
0
0
%
-
1
1
.
0
0%
VPI = 10+38.72
VPI EL = 799.56
GRADE IN = -2.00%
GRADE OUT = -6.00%
CURVE LEN = 10.00'
K = 2.50'
E = 0.05'VPT = 10+43.72VPT EL = 799.26VPC = 10+33.72VPC EL = 799.66VPI = 10+50.00
VPI EL = 798.88
GRADE IN = -6.00%
GRADE OUT = -11.00%
CURVE LEN = 10.00'
K = 2.00'
E = 0.06'VPT = 10+55.00VPT EL = 798.33VPC = 10+45.00VPC EL = 799.18STA. 10+00.00C/L EX. SHADY ELM RD.ELEV. = 800.33STA. 10+10.10EX. E.P.ELEV. = 800.1310+00 11+00
791791792800798
799 794796799
798 796797 79879580010+00 11+0010+00 11+00
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYENTRANCE PLANJOB NO.: 25-11
C-11C-11.DWGDDDDDDDESCRIPTION03-05-202606-23-2026 AS SHOWNENTRANCE PLAN & PROFILE
SCALE: 1" = 20' (HORIZ., 1" = 2' (VERT.)1265' TO INTX. W/FROGALE CT. (RTE. 766)630' TO INTX. W/INDUSTRIAL DR. (RTE. 880)SIGHT DISTANCE PLAN & PROFILE
SCALE: 1" = 50' (HORIZ., 1" = 5' (VERT.)
OBJECT (HT. = 3.5')
R25'
OBJECT (HT. = 3.5')
12'
30'
4:1 TAPER
R25'E.P.T/C = 799.00
E.P. = 798.67
T/C = 797.91
E.P. = 797.58
CG-11 ENTRANCE
(COMMERCIAL)
ASPHALT MILL & OVERLAY
WITHIN HATCHED AREA PER
VDOT WP-2 (SEE SHEET C-25)E.P.CG-6
CG-6
4:1 TAPER
799.79
800.51
T/C = 800.44
E.P. = 800.11
T/C = 800.13
E.P. = 799.80
T/C = 798.96
E.P. = 798.63
T/C = 798.11
E.P. = 797.78
SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
10' ASPHALT
TRAIL
24" WHITE STOP BAR
W/ TYPE 'B' PAINT
CROSSWALK
(VDOT PM-3)1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDDEYE (HT. = 3.5')
(14.5' OFFSET FROM
EXISTING E.P.)
10' ASPHALT
TRAIL
STOP SIGN
(MUTCD R1-1)
HEAVY-DUTY
ASPHALT PAVEMENT
CG-12
CG-12
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYPRE-DEVELOPED SWM PLANJOB NO.: 25-11
C-12C-12.DWGDDD1" = 30'DDDDESCRIPTION03-05-20261 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
06-23-2026
DRAINAGE DIVIDE
FLOW PATH
IMPERVIOUS AREA
WOODS
TURF
LEGEND:
A
B
ANALYSIS PT. FOR DA 'A'
SHEET FLOW
(100' @ 4.0%)
PRE-DEV. DA 'A'
AREA = 5.48 AC.
CN = 79
Tc = 20 MIN.
Q1 = 4.65 CFS
Q2 = 6.86 CFS
Q10 = 13.55 CFS
Q25 = 18.27 CFS
Q100 = 26.85 CFS
C
SHALLOW CONC. FLOW
(530' @ 3.8%)
PRE-DEV. DA 'A'
(OFFSITE)
AREA = 0.45 AC.
CN = 84
Tc = 5 MIN.
Q1 = 0.79 CFS
Q2 = 1.08 CFS
Q10 = 1.92 CFS
Q25 = 2.48 CFS
Q100 = 3.48 CFS
PRE-DEV. DA 'A' (TOTAL)
Q1 = 4.83 CFS
Q2 = 7.15 CFS
Q10 = 14.08 CFS
Q25 = 18.93 CFS
Q100 = 27.77 CFS
SOIL TYPE DELINEATION 1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
XXXXXXXXX X X X X X X X XXXXX X X X X X X
UG
E
UGEUG
E
UGEUG
E
UG
E
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE
UGE UGE
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
LOADING ZONE795785785785780780
781
791791792786
777 776775
773
774
776
779
779 772773774775776779779778790785780
790
788
790
7
8
8
78
9
775790
790
789
790 790785790785789
775773
78379
4
79
5
80079
7
798
799 794796799
798 796797
7
9
7
79
6
798795800787784784
783
782783784784
783 782
783784780CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYPOST-DEVELOPED SWM PLANJOB NO.: 25-11
C-13C-13.DWGDDD1" = 30'DDDDESCRIPTION03-05-20261 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
06-23-2026
DRAINAGE DIVIDE
FLOW PATH
IMPERVIOUS AREA
WOODS
TURF
LEGEND:
A
B
ANALYSIS PT. FOR DA 'A'
SHEET FLOW
(100' @ 8.0%)
D
SHALLOW CONC. FLOW
(595' @ 1.5%)
POST-DEV. DA 'A'
(OFFSITE TO SWMB)
AREA = 0.45 AC.
CN = 86
Tc = 5 MIN.
Q1 = 0.88 CFS
Q2 = 1.19 CFS
Q10 = 2.03 CFS
Q25 = 2.60 CFS
Q100 = 3.60 CFS
POST-DEV. (SWMB ROUTING)
Q1 = 1.77 CFS
Q2 = 1.90 CFS
Q10 = 13.26 CFS
Q25 = 19.86 CFS
Q100 = 29.72 CFS
C
CHANNEL FLOW
(L=305', H=7')
POST-DEV. DA 'A'
(ONSITE TO SWMB)
AREA = 4.81 AC.
CN = 93
Tc = 8 MIN.
Q1 = 12.53 CFS
Q2 = 15.78 CFS
Q10 = 24.47 CFS
Q25 = 30.14 CFS
Q100 = 40.10 CFS
POST-DEV. DA 'A'
(ONSITE SWMB BYPASS)
AREA = 0.67 AC.
CN = 81
Tc = 5 MIN.
Q1 = 0.99 CFS
Q2 = 1.40 CFS
Q10 = 2.59 CFS
Q25 = 3.41 CFS
Q100 = 4.90 CFS
POST-DEV. (TOTAL DISCHARGE)
Q1 = 2.55 CFS
Q2 = 3.06 CFS
Q10 = 13.87 CFS
Q25 = 21.39 CFS
Q100 = 31.74 CFS 1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
XXXXXXXXX X X X X X X X XXXXX X X X X X X
UG
E
UGEUG
E
UG
E
UGEUG
E
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE
UGE UGE
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
LOADING ZONE795785785785780780
781
791791792786
777 776775
773
774
776
779
779 772773774775776779779778790785780
790
788
790
7
8
8
78
9
775790
790
789
790 790785790785789
775773
78379
4
79
5
80079
7
798
799 794796799
798 796797
7
9
7
79
6
798795800787784784
783
782783784784
783 782
783784780CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYPOST-DEVELOPED SWM PLANJOB NO.: 25-11
C-14C-14.DWGDDD1" = 30'DDDDESCRIPTION03-05-20261 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
06-23-2026
STR-2
STR-3
STR-7
STR-8
STR-9
STR-10
STR-15
STR-17
RD1RD2RD3RD4RD5RD6RD7RD8RD9RD10RD11RD12RD13RD14
RD15RD16RD17RD18RD19RD20RD21 RD22RD23RD24RD25RD26RD27RD28
1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
765
770
775
780
785
790
795
800
805
765
770
775
780
785
790
795
800
805
10+00 11+00 12+00 13+00 14+00 15+00
765
770
775
780
785
790
795
800
805
765
770
775
780
785
790
795
800
805
10+00 11+00 12+00 13+00 13+25
765
770
775
780
785
790
795
800
805
765
770
775
780
785
790
795
800
805
10+00 11+00STA. 10+00.00 -- STR #2STD. DI-3C (L=6', 4' DIA.)TOP = 780.96INV. IN = 776.56 (12")INV. IN = 776.56 (2-15")INV. OUT = 775.81 (24")STA. 10+55.50 -- STR #9NYLOPLAST BASIN18" W/ GRATE TOPTOP = 781.10INV. IN = 777.22 (2-12")INV. OUT = 777.12 (15")STA. 12+46.50 -- STR #10NYLOPLAST BASIN18" W/ GRATE TOPTOP = 787.10INV. IN = 783.05 (12")INV. OUT = 782.95 (12")STA. 12+81.50 -- STR #11NYLOPLAST BASIN15" W/ SOLID TOPTOP = 790.40INV. IN = 786.65 (4")INV. IN = 786.65 (8")INV. OUT = 786.55 (12")STA. 13+02.674" ROOF DRAIN CONN.STA. 13+29.3474" ROOF DRAIN CONN.STA. 13+56.014" ROOF DRAIN CONN.STA. 13+82.684" ROOF DRAIN CONN.STA. 14+09.354" ROOF DRAIN CONN.STA. 14+31.50 -- STR #12NYLOPLAST BASIN12" W/ SOLID TOPTOP = 790.90INV. IN = 788.25 (4")INV. OUT = 788.15 (8")STA. 10+00.00 -- STR #9NYLOPLAST BASIN18" W/ GRATE TOPTOP = 781.10INV. IN = 777.22 (2-12")INV. OUT = 777.12 (15")STA. 10+35.00 -- STR #13NYLOPLAST BASIN18" W/ SOLID TOPTOP = 784.40INV. IN = 779.84 (4")INV. IN = 779.84 (12")INV. OUT = 779.74 (15")STA. 10+56.154" ROOF DRAIN CONN.STA. 10+82.824" ROOF DRAIN CONN.STA. 11+09.494" ROOF DRAIN CONN.STA. 11+36.164" ROOF DRAIN CONN.STA. 11+62.834" ROOF DRAIN CONN.STA. 11+89.504" ROOF DRAIN CONN.STA. 11+97.48 -- STR #14NYLOPLAST BASIN15" W/ SOLID TOPTOP = 785.90INV. IN = 780.75 (8")INV. OUT = 780.65 (12")STA. 12+22.48 -- STR #15NYLOPLAST BASIN15" W/ GRATE TOPTOP = 783.75INV. = 781.00 (8")STA. 10+00.00 -- STR #16STD. ES-2INV. = 777.00 (15")STA. 10+45.00 -- STR #17STD. ES-2INV. = 777.45 (15")STA. 10+14.854" SAN. X-INGINV. = 774.7818" MIN.
CLEAR
18" MIN.
CLEAR
STA. 12+14.001.25" W/L LAT.STA. 10+10.004" SAN. X-INGINV. = 775.9218" MIN.
CLEAR
18" MIN.
CLEAR
STA. 11+93.501.25" W/L LAT.55.50 LF - 15"
HDPE @ 1.00%
191.00 LF - 12"
HDPE @ 3.00%
35.00 LF - 12"
HDPE @ 10.00%
150.00 LF - 8"
HDPE @ 1.00%
35.00 LF - 12"
HDPE @ 7.20%
162.50 LF - 12"
HDPE @ 0.50%
25.00 LF - 8"
HDPE @ 1.00%
45.00 LF - 15"
HDPE @ 1.00%
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
HGL (10-YR)
HGL (10-YR)
HGL (10-YR)
765
770
775
780
785
790
795
800
805
765
770
775
780
785
790
795
800
805
10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+25
765
770
775
780
785
790
795
800
805
765
770
775
780
785
790
795
800
805
10+00 11+00 11+50
765
770
775
780
785
790
795
800
805
765
770
775
780
785
790
795
800
805
10+00 11+00STA. 10+00.00 -- STR #1STD. ES-2INV. = 774.01 (24")STA. 10+18.00 -- STR #2STD. DI-3C (L=6', 4' DIA.)TOP = 780.96INV. IN = 776.56 (12")INV. IN = 776.56 (2-15")INV. OUT = 775.81 (24")STA. 11+81.294" ROOF DRAIN CONN.STA. 12+07.964" ROOF DRAIN CONN.STA. 12+34.634" ROOF DRAIN CONN.STA. 12+61.304" ROOF DRAIN CONN.STA. 12+87.974" ROOF DRAIN CONN.STA. 13+14.644" ROOF DRAIN CONN.STA. 13+40.314" ROOF DRAIN CONN.STA. 13+72.254" ROOF DRAIN CONN.STA. 13+98.924" ROOF DRAIN CONN.STA. 14+25.594" ROOF DRAIN CONN.STA. 14+52.264" ROOF DRAIN CONN.STA. 14+78.934" ROOF DRAIN CONN.STA. 15+05.604" ROOF DRAIN CONN.STA. 11+26.00 -- STR #3NYLOPLAST CURB INLET(2' x 2' GRATE, 24" BASIN)TOP = 783.52INV. IN = 778.82 (15")INV. OUT = 778.72 (15")STA. 11+50.10 -- STR #4NYLOPLAST BASIN18" W/ SOLID TOPTOP = 783.44INV. IN = 779.40 (15")INV. OUT = 779.30 (15")STA. 15+31.27 -- STR #6NYLOPLAST BASIN12" W/ SOLID TOPTOP = 790.00INV. IN = 787.57 (4")INV. OUT = 787.47 (8")STA. 13+48.27 -- STR #5NYLOPLAST BASIN18" W/ SOLID TOPTOP = 785.00INV. IN = 780.70 (2-8")INV. OUT = 780.60 (15")STA. 10+00.00 -- STR #2STD. DI-3C (L=6', 4' DIA.)TOP = 780.96INV. IN = 776.56 (12")INV. IN = 776.56 (2-15")INV. OUT = 775.81 (24")STA. 11+26.02 -- STR #8NYLOPLAST CURB INLET(2' x 2' GRATE, 24" BASIN)TOP = 782.78INV. OUT = 779.08 (12")STA. 10+00.00 -- STR #5NYLOPLAST BASIN18" W/ SOLID TOPTOP = 785.00INV. IN = 780.70 (2-8")INV. OUT = 780.60 (15")STA. 10+30.00 -- STR #7NYLOPLAST BASIN15" W/ GRATE TOPTOP = 783.75INV. = 781.00 (8")STA. 11+43.084" SAN. X-INGINV. = 772.3818" MIN.
CLEAR
STA. 13+62.284" SAN. X-INGINV. = 784.9418" MIN.
CLEAR
18.00 LF - 24"
HDPE @ 10.00%
108.00 LF - 15"
HDPE @ 2.00%
198.19 LF - 15"
HDPE @ 0.60%24.10 LF - 15"
HDPE @ 2.00%
183.00 LF - 8"
HDPE @ 3.70%
126.02 LF - 12"
HDPE @ 2.00%
30.00 LF - 8"
HDPE @ 1.00%
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
HGL (10-YR)HGL (10-YR)
HGL (10-YR)CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSTORM SEWER PROFILESJOB NO.: 25-11
C-15C-15.DWGDDDDDDDESCRIPTION06-23-2026
STR #1 -- STR #6
STR #2 -- STR #12 03-05-20261"=5' (VERT)1"=50' (HORIZ)STR #2 -- STR #8 STR #5 -- STR #7
STR #9 -- STR #15 STR #16 -- STR #17 SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26 1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
775
780
785
790
795
800
805
810
815
775
780
785
790
795
800
805
810
815
10+00 11+00 12+00 12+50
760
765
770
775
780
785
790
795
800
805
810
760
765
770
775
780
785
790
795
800
805
810
10+00 11+00 12+00 13+00 14+00 15+00STA. 10+00.00REMOVE EX. CAP FOREXTENSION OF 8" W/LSTA. 11+63.752" TAPPING SADDLE& CORP. STOPSTA. 11+74.758" x 8" x 8" TEE(2) 8" G.V.STA. 11+84.75PLUG & ANCHOR DEAD ENDSTA. 10+00.008" x 8" x 8" TEE(2) 8" G.V.STA. 14+56.48F.H.18" MIN.
CLEAR
STA. 10+93.221.25" W/L LAT. X-INGPROPOSED
GRADE
PROPOSED
GRADE
8" DIP CL 52 W/L 'B'
8" DIP CL 52 W/L 'A'
770
775
780
785
790
795
800
805
810
770
775
780
785
790
795
800
805
810
10+00 11+00 12+00STA. 14+46.48(1) 8" G.V.8" x 6" REDUCERSTA. 12+86.221.25" W/L LAT. X-ING18" MIN.
CLEAR STA. 10+00.008" x 8" x 8" TEE(2) 8" G.V.STA. 10+63.728" x 8" x 8" TEE(2) 8" G.V.STA. 11+50.71F.H.STA. 11+40.71(1) 8" G.V.8" x 6" REDUCERSTA. 11+31.0045° BEND8" DIP CL 52 W/L 'C'
PROPOSED
GRADE
6" DIP CL 52 W/L 'C'
6" DIP CL 52 W/L 'B'
10+00 11+00 11+85
795791 791792
790790789790790790789800
797798799794796799798796797797 798
795800
10+00 11+00 12+00 13+00 14+00 14+56
UG
E
UGEUGEUGEUGEUGEUGEUGEUGEUGE
UGE LOADING ZONE795785785780781
791791792790
788
790
78
9
775790
790
789 790785790785789
78380079
7
798
799 794796799
798 796797
7
9
7 798795800787784
783784784
783 782
78378478010+00 11+00
1
1
+
5
1795791791792
790
790790790790790789794795800
797798799794796799798796797797 796798
795800
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYWATERLINE PLAN & PROFILEJOB NO.: 25-11
C-16C-16.DWGDDDDDDDESCRIPTION03-05-2026AS SHOWN8" WATERLINE EXTENSION ALONG SHADY ELM RD. (W/L 'A')
06-23-2026
8" WATERLINE SERVICE TO F.H. (W/L 'B')SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
W W W W W W W
WWWWWWWWWWWWWWW W W W W W W
WWWWWW8" WATERLINE SERVICE TO F.H. (W/L 'C')
W W W W W W
WWWWWW W W W W WW1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDDW W W W W W W W W W W W W W W W
2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDDSTA. 10+00.00
REMOVE EX. CAP
& EXTEND 8" W/L
STA. 11+84.75
CAP END OF LINE
STA. 11+74.75
8" x 8" x 8" TEE
(2) 8" G.V.
STA. 11+63.75
2" TAPPING SADDLE
& CORP. STOP
8" DIP CL52 W/L 'A'
STA. 10+00.00
8" x 8" x 8" TEE
(2) 8" G.V.
20' W/L EASEMENT
STA. 10+63.72
8" x 8" x 8" TEE
(2) 8" G.V.
STA. 14+46.48
(1) 8" G.V.
8" x 6" REDUCER
8" DIP CL52 W/L 'B'
STA. 14+56.48
F.H.
8" DIP CL52 W/L 'C'
STA. 10+00.00
8" x 8" x 8" TEE
(2) 8" G.V.
STA. 11+31.00
45° BEND
STA. 11+40.71
(1) 8" G.V.
8" x 6" REDUCER
STA. 11+50.71
F.H.
20' W/L EASEMENT
765
770
775
780
785
790
795
800
805
765
770
775
780
785
790
795
800
805
10+00 11+00 12+00 13+00 13+50
760
765
770
775
780
785
790
795
800
760
765
770
775
780
785
790
795
800
10+00 11+00 12+00 13+00 13+50
765
770
775
780
785
790
795
800
805
765
770
775
780
785
790
795
800
805
10+00 11+00 12+00STA. 10+67.7912" STM X-INGINV. = 780.7818" MIN.
CLEARSTA. 10+14.26C.O. @ 45° BENDTOP = 787.50INV. = 782.65STA. 10+90.19C.O. @ 45° BENDTOP = 787.80INV. = 785.90STA. 10+95.19BLDG. CONN.INV. = 786.00STA. 10+83.1245° BENDINV. = 785.6090.19 LF - 4" PVC
SDR 26 @ 4.28%
5.00 LF - 4" PVC
SDR 26 @ 2.00%STA. 10+00.00CUT-IN WYE AT EX. MAININV. = 771.27STA. 10+15.65C.O. @ 45° BENDTOP = 779.00INV. = 772.27STA. 10+67.37C.O. @ WYE TO BLDG. 'D'TOP = 783.55INV. = 772.62STA. 11+27.37C.O.TOP = 783.05INV. = 773.82STA. 11+82.04C.O. @ WYE TO BLDG. 'A'TOP = 780.90INV. = 774.91STA. 12+46.10C.O. @ 45° BENDTOP = 782.75INV. = 777.76STA. 12+94.39C.O. @ 45° BENDTOP = 784.85INV. = 779.91STA. 12+96.39BLDG. CONN.INV. = 780.00STA. 10+55.5315" STM X-INGINV. = 779.1618" MIN.
CLEAR
STA. 11+75.5815" STM X-INGINV. = 776.7118" MIN.
CLEAR
182.04 LF - 4" PVC
SDR 26 @ 2.00%
114.35 LF - 4" PVC
SDR 26 @ 4.45%STA. 10+42.1112" STM X-INGINV. = 777.9418" MIN.
CLEAR
STA. 12+03.761.25" W/L LAT. X-ING18" MIN.
CLEARSTA. 10+00.00C.O. @ WYE TO BLDG. 'A'TOP = 780.90INV. = 774.91STA. 10+05.0045° BENDSTA. 11+05.00C.O.TOP = 783.00INV. = 777.44STA. 11+93.00C.O. @ 45° BENDTOP = 784.65INV. = 779.55STA. 12+93.2845° BENDSTA. 13+05.35BLDG. CONN.INV. = 786.00STA. 13+00.35C.O. @ 45° BENDTOP = 790.25INV. = 785.90229.22 LF - 4" PVC
SDR 26 @ 2.02%
71.13 LF - 4" PVC
SDR 26 @ 7.70%
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADESTA. 10+00.00CUT-IN WYE AT EX. MAININV. = 782.04STA. 12+29.22C.O. @ 45° BENDTOP = 788.20INV. = 780.425.00 LF - 4" PVC
SDR 26 @ 2.00%10+0010+95UGE UGEUGE
785 790790789790790
785
787
10+0011+0012+0013+0013+05UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGEUGEUGE 785785
780781786778785
780790788788789790
785
790
785
784784783783
784784783782
78378410+0011+00 12+00 12+96UGEUGE UGE UGE UGE UGE UGE UGE UGEUGEUGE
LOADING ZONE785
785
780 781775773774776779779779775
790
785
790
785
775773
783
787
784783
784784783782
783784780
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSANITARY SEWER PLAN & PROFILEJOB NO.: 25-11
C-17C-17.DWGDDDDDDDESCRIPTION03-05-2026AS SHOWN06-23-2026
SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
4" SANITARY SERVICE TO BUILDING 'C'4" SANITARY SERVICE TO BUILDING 'B' & 'D'4" SANITARY SERVICE TO BUILDING 'A'
STA. 10+00.00
CUT-IN WYE
STA. 10+95.19
BLDG. CONN.
STA. 10+00.00
CUT-IN WYE
STA. 12+96.39
BLDG. CONN.
STA. 10+00.00
C.O. @ WYE
STA. 13+05.35
BLDG. CONN.1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYUTILITY DETAILSJOB NO.: 25-11
C-18C-18.DWGDDDN/ADDDDESCRIPTION06-23-2026
FREDERICK COUNTY
SP #12-26 03-05-2026SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VA1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYLIGHTING DETAILSJOB NO.: 25-11
C-19C-19.DWGDDDN/ADDDDESCRIPTION06-23-2026
FREDERICK COUNTY
SP #12-26 03-05-2026SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VA1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
EROSION CONTROL NOTES:CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYE&SC NOTESJOB NO.: 25-11
C-20C-20.DWGDDDN/ADDD1.THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION
CONFERENCE WITH THE FREDERICK COUNTY EROSION AND
SEDIMENT PROGRAM ADMINISTRATOR 48 HOURS PRIOR TO
BEGINNING WORK.
2.ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO
BE CONSTRUCTED TO STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST
EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION.
3.THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE.
4.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED
CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL
BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED,
RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE
STAND OF GRASS.
5.ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE
FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN
ACCORDANCE WITH THE VIRGINIA STORMWATER MANAGEMENT
HANDBOOK (LATEST VERSION).
6.ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION.
INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY
REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
7.GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY
FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES.
8.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 (UNDISTURBED) FOR LONGER THAN 21 DAYS.
9.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL
BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING
MEASURES.
10.VEGETATIVE STABILIZATION SHALL BE UNIFORM AND MATURE
ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION.
11.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.
12.STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN
STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY
AFTER INSTALLATION.
13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE
WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER
APPLICABLE CRITERIA:
A.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE
TIME.
B.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES.
C.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR
BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.
D.MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY
COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE
STABILIZATION.
E.RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH
THESE REGULATIONS.
F.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
14.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED
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
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
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE
ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
15.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION
OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED,
UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM
ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY
MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION.
16.ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP
SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP
SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS
SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY
WITH THE FOLLOWING:
A.TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF
B.FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZER OR
EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL
PRIOR TO SEEDING.
C.LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE
OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING.
D.MULCH-CHOPPED STRAW AT RATE OF 2 TON PER ACRE AND TACKED
IN PLACE. HYDRO-MULCH AT RATE OF 30 BALES PER ACRE.DESCRIPTION03-05-202606-23-2026
SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26 1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYE&SC DETAILSJOB NO.: 25-11
C-21C-21.DWGDDDN/ADDDDESCRIPTION03-05-202606-23-2026
SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26 1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYE&SC DETAILSJOB NO.: 25-11
C-22C-22.DWGDDDN/ADDDDESCRIPTION03-05-202606-23-2026
SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26 1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSWM NOTES & DETAILSJOB NO.: 25-11
C-23C-23.DWGDDDN/ADDDDESCRIPTION03-05-202606-23-2026
ELEV. = 779.50
18" HDPE @ 0.50% 40.
0
0
L
F
BOTTOM OF BASIN = 772.00 2:13:1
8'
18"
8'
SQUARE
INV.=772.00
RISER TO BE
EMBEDDED 6" INTO THE
CONCRETE FOOTING
3000 PSI CONC. FOOTING
IF NECESSARY, CONTRACTOR TO EXCAVATE
UNSUITABLE BASE MATERIAL THAT EXISTS
BELOW BASE OF RISER AND REPLACE WITH
COMPACTED UNCLASSIFIED FILL
20' WIDE
EMERG. SPILLWAY
ELEV. = 777.65
4' DIA. VDOT SWM-1
TOP=776.65
TRASH
RACK
5.5' x 5.5'
ANTI-SEEP
COLLAR
TOP OF WET STORAGE
ELEV. = 775.00
TOP OF DRY STORAGE
ELEV. = 776.25
6" PERFORATED
POLYETHYLENE TUBING
(PERFORATED ABOVE 775.00)
W/ POLYETHYLENE CAP
776.16
776.58
776.97
777.65
10 YR.
1 YR.
2 YR.
100 YR.
777.2025 YR.
3" DEWATERING
ORIFICE
INV.=772.00SEDIMENT CLEANOUT
ELEV. = 774.00
WET STORAGE =
1809 CU. FT./AC.
DRY STORAGE =
1809 CU. FT./AC)
SEDIMENT BASIN
NOT TO SCALE
ELEV. = 779.50
18" HDPE @ 0.50% 50.
0
0
L
F
BOTTOM OF BASIN = 772.00 2:1SWMB (DETENTION BASIN) PRINCIPAL SPILLWAY
NOT TO SCALE 3:1
8'
18"
8'
SQUARE
CONVERSION OF SEDIMENT BASIN TO PERMANENT STORM
WATER MANAGEMENT BASIN (DETENTION BASIN) NOTES
THE FOLLOWING ITEMS NEED TO BE ADDRESSED TO COMPLETE THE CONVERSION:
1.REMOVE PERFORATED POLYETHYLENE TUBING.
2.REMOVE SEDIMENT FROM BASIN.
3.CUT NEW 6" ORIFICE IN METAL PLATE OVER EX. 3" ORIFICE AND AFFIX DEBRIS RACK PER VDOT SWM-1.
775.75
776.30
777.06
777.94
10 YR.
1 YR.
2 YR.
100 YR.
777.3425 YR.
778.49 (100% THRU EMERG. SPILLWAY)100 YR.
INV.=772.00
6" ORIFICE W/
TRASH RACK
INV.=772.00
RISER TO BE EMBEDDED MIN. 6"
INTO THE CONCRETE FOOTING
3000 PSI CONC. FOOTING
IF NECESSARY, CONTRACTOR TO
EXCAVATE UNSUITABLE BASE
MATERIAL THAT EXISTS BELOW BASE
OF RISER AND REPLACE WITH
COMPACTED UNCLASSIFIED FILL
OUTLET
PROTECTION
20' WIDE
EMERG. SPILLWAY
ELEV. = 777.65
4' DIA. VDOT SWM-1
TOP=776.65
TRASH
RACK
5.5' x 5.5'
ANTI-SEEP
COLLAR
OUTLET
PROTECTION
STORMWATER MANAGEMENT BASIN NOTES:
1. ALL STORMWATER MANAGEMENT POND CONSTRUCTION SHALL BE IN STRICT COMPLIANCE
WITH ALL APPLICABLE FREDERICK COUNTY AND THE U.S. DEPARTMENT OF AGRICULTURE SOIL
CONSERVATION SERVICE STANDARDS AND SPECIFICATIONS
2. MATERIAL. SITE AND STORMWATER MANAGEMENT BASIN FILL MATERIAL SHALL BE TAKEN
FROM APPROVED DESIGNATED BORROW AREAS. IT SHALL BE FREE OF ROOTS, STUMPS,
WOOD, RUBBISH, STONES WITH DIAMETERS GREATER THAN 6 INCHES, AND FROZEN OR
OTHER OBJECTIONABLE MATERIALS.
3. COMPACTION. BACKFILL SHALL BE SPREAD IN HORIZONTAL LIFTS WHICH DO NOT EXCEED 4
INCHES AND COMPACTED. THE MOVEMENT OF THE HAULING AND SPREADING EQUIPMENT
OVER THE FILL SHALL BE CONTROLLED SO THAT THE ENTIRE SURFACE OF EACH LIFT SHALL
BE TRAVERSED BY NOT LESS THAN ONE TREAD TRACK OF HEAVY EQUIPMENT OR
COMPACTION SHALL BE ACHIEVED BY A MINIMUM OF 4 COMPLETE PASSES OF A
SHEEPSFOOT, RUBBER-TIRED OR VIBRATORY ROLLER. FILL MATERIAL SHALL CONTAIN
SUFFICIENT MOISTURE SUCH THAT THE REQUIRED DEGREE OF COMPACTION WILL BE
OBTAINED WITH THE EQUIPMENT USED. THE FILL MATERIAL SHALL CONTAIN SUFFICIENT
MOISTURE SO THAT IF FORMED INTO A BALL IT WILL NOT CRUMBLE, YET NOT SO WET THAT
WATER CAN BE SQUEEZED OUT. THE MINIMUM REQUIRED DENSITY OF THE COMPACTED
BACKFILL SHALL NOT BE LESS THAN 95% OF MAXIMUM DRY DENSITY WITH A MOISTURE
CONTENT WITHIN 2% OF THE OPTIMUM. EACH LAYER OF FILL SHALL BE COMPACTED AS
NECESSARY TO OBTAIN THAT DENSITY, AND IS TO BE CERTIFIED BY THE ENGINEER AT THE
TIME OF CONSTRUCTION.
4. VEGETATION . NO TREES OR SHRUBS SHALL BE PLANTED ON ANY EMBANKMENT OF THE
STORMWATER MANAGEMENT BASINS.
SWM MAINTENANCE SCHEDULE
1. POST CONSTRUCTION STORM-WATER MANAGEMENT:
THE FOLLOWING CONTROL MEASURES SHALL BE IMPLEMENTED TO REDUCE POLLUTANTS IN
STORM-WATER DISCHARGE AFTER THE HEAVY SITE CIVIL CONSTRUCTION PHASES HAVE BEEN
COMPLETED AT THE SITE.
A. ROUTINE INSPECTION OF DRAINAGE WAYS BEFORE AND AFTER STORM SEASONS, INCLUDING
CLEANING AND REMOVAL OF SEDIMENT AND DEBRIS.
B. IMPLEMENTATION OF EROSION CONTROL MEASURES AS NEEDED IN THE LONG-TERM TO
MITIGATE THE EFFECTS OF EROSION ON OPEN SLOPES ADJACENT TO AND WITHIN THE
DEVELOPMENT.
C. PERMANENT RE-VEGETATION OF THE FILL SLOPES USING PROVEN TECHNIQUES UPON
COMPLETION.
D. REGULAR STREET AND PARKING LOT SWEEPING TO COLLECT SEDIMENT AFTER/BEFORE
RUNOFF EVENTS AND TO PREVENT DUST POLLUTION.
2. MAINTENANCE AND INSPECTION:
THE STORM-WATER POLLUTION PREVENTION PLAN SHALL INCLUDE MAINTENANCE, REPAIR, AND
TRACKING PROCEDURES TO ENSURE THAT ALL GRADED SURFACES AND MITIGATION
MEASURES, AND OTHER PROTECTIVE DEVICES, IN SITE PLAN, ARE MAINTAINED IN A GOOD AND
EFFECTIVE CONDITION, AND ARE REPAIRED OR RESTORED IF DAMAGED.
3. GENERAL PROCEDURE:
ALL MITIGATION MEASURES SHALL BE INSPECTED AFTER EACH AND EVERY MAJOR STORM
EVENT. A STORM EVENT IS DEFINED AS A RAINFALL EVENT WHERE MORE THAN 1/2" OF
RAINFALL OCCURS DURING A 24 HOUR PERIOD. REPAIRS SHALL BE MADE TO ALL MITIGATION
DEVICES UPON DISCOVERY OF DAMAGE. ADDITIONALLY, MONTHLY INSPECTION SHALL OCCUR
UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED.
4. RECORD KEEPING DOCUMENTATION:
RECORDS OF ALL INSPECTION, COMPLIANCE CERTIFICATION, AND NON-COMPLIANCE
REPORTING WILL BE RETAINED FOR A PERIOD OF AT LEAST 3 YEAR. A COPY OF THIS
STORM-WATER POLLUTION PREVENTION PLAN WILL BE KEPT ONSITE DURING ALL
CONSTRUCTION ACTIVITIES.SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
BARE EARTH, CN=91 1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYVRRM SUMMARYJOB NO.: 25-11
C-24C-24.DWGDDDN/ADDDDESCRIPTION03-05-202606-23-2026
SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26 1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYCONSTRUCTION DETAILSJOB NO.: 25-11
C-25C-25.DWGDDDN/ADDDDESCRIPTION03-05-2026HANDICAPPED USE SYMBOL
HANDICAPPED PARKING STALL
STANDARD STOP SIGN
HANDICAPPED USE SIGN
TURN-DOWN SIDEWALK DETAIL
CONCRETE SIDEWALK DETAIL
06-23-2026
SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26
DUMPSTER PAD DETAIL
6' HIGH SOLID OPAQUE
WOOD FENCE W/
DOUBLE SWING GATE
6" CONC. SLAB (4000 PSI) W/
6x6 WELDED WIRE MESH,
UNDERLAIN BY 6" VDOT 21B
AGGREGATE @ 95% STD.
PROCTOR DENSITY
6' CONC. BOLLARD
(TYP. OF 2,
SPACED 4' O/C)
SLOPE (1%)
CG-2
CG-2CG-2SLEEVE FOR GATE
LATCH (TYP.)
SLOPE (1%)1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYCONSTRUCTION DETAILSJOB NO.: 25-11
C-26C-26.DWGDDDN/ADDDDESCRIPTION03-05-202606-23-2026
Transportation Management Plan
1.Temporary Traffic Control Plan
a.General Notes
1.This project is classified as a TMP Type “A” project. Traffic on the project is commercial with an
estimated daily traffic volume of 103 ADT. The traffic volume for the mainline is 700 ADT with a
posted speed limit of 35 MPH).
2.The project is located on the east side of Shady Elm Road (Rte. 651) in Frederick County,
approximately 630' north of the intersection with Industrial Drive (Rte. 880).
3.The work consists of installing a new entrance to serve four proposed structures for contractor
storage. The existing road is a two lane section with approximate 10-11' lanes.
4.The work zone will be approximately 200 feet in length at the entrance.
5. The work zone will consist of a temporary lane and shoulder closure following the Virginia Work
Area Protection Manual (VWAPM) and the MUTCD.
6.The work zone will be in operation Monday through Friday, during day light hours.
7.The contractor shall provide an intermediate level Work Zone Safety Coordinator to develop the
work zone and at least a basic level Work Zone Safety Coordinator to monitor and maintain the
work zone.
8.The shoulder closure will follow TTC-5.0 of the VWAPM, with the lane closure following TTC-23.0.
Signing project limits will follow TTC-23.0 of the VWAPM.
9.The contractor shall submit a detailed traffic control plan to VDOT for review 14 days prior to any
construction on VDOT Right-of-Way.
10.The contractor shall maintain adequate access and sight distance to all properties. Emergency
Vehicles and Postal Vehicles shall have access to properties at all times.
11.All equipment and material storage shall be located outside of the clear zone. The clear zone for
this project is 20' beyond the edge of the existing pavement.
12.Entrances, Intersections, and Pedestrian Access: There are no intersections or pedestrian
accesses impacted by the site development.
b)Refer to this sheet of the Site Plan Document for typical sections, details, and layout of the lane
configurations within the work zone per the Virginia Work Area Protection Manual and the
Manual on Uniform Traffic Control Devices.
2.Public Communications Plan
a.The Contractor shall notify the VDOT Project Manager/Residency Administrator of scheduled
work plans and traffic delays a minimum of seven (7) days prior implementation of the work.
VDOT will provide project information to the Staunton District Public Affairs in advance of the
start of construction and weekly updates by noon on Thursday for the following weeks work.
Changes in the work plans shall be made immediately known to VDOT.
b.The Contractor shall notify the VDOT Project Manager/Residency Administrator of any
unscheduled traffic delays immediately upon knowing the change to the work schedule.SHADY ELM CONTRACTOR STORAGEFREDERICK COUNTY, VAFREDERICK COUNTY
SP #12-26 1REVISIONS PER REVIEW AGENCY COMMENTS05-05-2026DDD2REVISIONS PER REVIEW AGENCY COMMENTS06-23-2026DDD