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Home My WebLink About12-25 Site Plan170 SHADY ELM ROAD BUILDING ADDITION SITE PLAN (SP #12-25) 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: INTERSTATE 81 WINCHESTER PROPERTY OWNER, LLC TM 63-A-58 BACK CREEK MAGISTERIAL DISTRICT REZONING #004-98, SP #55-99, SP #20-03 REFER TO PROFFER STATEMENT, SHEET C-30 WAREHOUSE/DISTRIBUTION 24.87 AC. M1 170 SHADY ELM ROAD, WINCHESTER, VA 22602 11.59 ACRES OUTSIDE 100 YEAR FLOODPLAIN BASED ON FIRM MAP PANEL 51069C0214E, 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- INTERSTATE 81 WINCHESTER PROPERTY OWNER, LLC 3843 WEST CHESTER PIKE NEWTOWN SQUARE, PA 19073 (610) 355-1878 ESAMUEL@EQUUSDEVELOPMENT.COM ETHAN SAMUEL 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- SHEN. VALLEY ELECTRIC CO-OP 3463 VALLEY PIKE WINCHESTER, VA 22602 (540) 450-0111 FREDERICK WATER P.O. BOX 1877 WINCHESTER, VA 22604 (540) 868-1061 FREDERICK WATER P.O. BOX 1877 WINCHESTER, VA 22604 (540) 868-1061 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.: 21-13 C-01C-01.DWGDDDN/ADDDDESCRIPTION09-30-2025 R T E . 3 7 FREDERICK COUNTY SP #12-25SHADY ELM RD.02-20-2025A P P L E V A L L E Y R D .RTE. 11170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VA1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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.: 21-13 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.DESCRIPTION02-20-202509-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAFREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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.: 21-13 C-03C-03.DWGDDD1" = 50'DDDDESCRIPTION02-20-20251 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VACURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH DELTA ANGLE TANGENT C1 5797.60' 137.73' S 48°38'28" E 137.73'1°21'40"68.87' C2 2000.00' 216.98' S 44°51'29" E 216.87'6°12'57" 108.59' FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDDNOTE: 1. REFER TO UTILITY PLAN SHEET C-08 FOR ADDITIONAL INFORMATION PERTAINING TO EXISTING UTILITY EASEMENTS.2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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:BYDEMOLITION PLANJOB NO.: 21-13 C-04C-04.DWGDDD1" = 50'DDDDESCRIPTION02-20-20251 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VA(T.B.R.) LEGEND: EXISTING ASPHALT PAVEMENT TO BE REMOVED EXISTING GRAVEL TO BE REMOVED (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) REMOVE 133LF OF EX. CG-6 AS INDICATED BY CLOUDED AREA REMOVE 73LF OF EX. (3) 19" x 30" RCP AS INDICATED BY CLOUDED AREA REMOVE 78LF OF EX. CG-6 AS INDICATED BY CLOUDED AREA REMOVE 56LF OF EX. CG-6 AS INDICATED BY CLOUDED AREA REMOVE 58LF OF EX. CG-6 AS INDICATED BY CLOUDED AREA (REPLACE WITH SOLID MH-1 TOP) (REPLACE WITH SOLID MH-1 TOP) REMOVE (2) TREES REMOVE (2) TREES ERADICATE EX. WHITE LINE AS INDICATED BY CLOUDED AREA ERADICATE SECTION OF EX. DOUBLE YELLOW LINE AS INDICATED BY CLOUDED AREA FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDDREMOVE EX. GATE VALVE AND INSTALL MJ PLUG ON EX. TEE REMOVE EX. UNUSED WATERLINE IN LANDSCAPED AREAS, PORTIONS UNDER PAVEMENT CAN REMAIN EX. FIRE HYDRANT TO BE REMOVED & REPLACED (SEE SHEET C-08) REMOVE TREE 2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSF SFCD CD CD CD CD DD DD DD DD DD DD DD DD TEMPORARY TOPSOIL STOCKPILESFSFSF SF SF SF SF SF SFSF SF ST #3 ST #1 ST #2 CIP CIP IP CE CRSCRS SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSFSSFSSFS S F SSFSS F SS F S S F SSFSSF SSF SSF 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.: 21-13 C-05C-05.DWGDDD1" = 50'DDDDESCRIPTION02-20-20251 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VALEGEND LIMITS OF DISTURBANCE NOTES: 1. LIMITS OF DISTURBANCE SHALL BE AS INDICATED. THE ESTIMATED DISTURBED AREA FOR THIS PROJECT IS 11.59 ACRES. 2. REFER TO SHEET C-23 FOR DETAILS ON SEDIMENT TRAP OUTLET ELEVATIONS. DRAINAGE TO ST #1 = 2.15 ACRES DRAINAGE TO ST #2 = 1.45 ACRES DRAINAGE TO ST #3 = 2.85 ACRES FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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:BYSITE PLANJOB NO.: 21-13 C-06C-06.DWGDDD1" = 50'DDDDESCRIPTION02-20-20251 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VACURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH DELTA ANGLE TANGENT C1 5797.60' 137.73' S 48°38'28" E 137.73'1°21'40"68.87' C2 2000.00' 216.98' S 44°51'29" E 216.87'6°12'57" 108.59' 70' 60' 50' 13' 38' 8' 5' 10' 24' 18' 30' 30' 90' DRIVE-IN DOCK TRUCK DOCK (TYP. OF 20) DOOR W/ ELEVATED STOOP & RISERS W/ 2 BOLLARDS (TYP.) 10' WIDE CONC. DOLLY STRIP (TYP.) HEAVY-DUTY PAVEMENT HEAVY-DUTY CONC. PAVEMENT HANDICAP SIGN (TYP. OF 3) STANDARD-DUTY PAVEMENT HEAVY-DUTY PAVEMENT E.P. E.P.E.P.E.P.5' CONC. SIDEWALK (TURN-DOWN) PROPOSED 174,158 SQ. FT. BUILDING ADDITION 416' 418.65' DOOR W/ ELEVATED STOOP & RISERS (TYP.) 15' E.P. E.P. CG-6 24' 22 12' 16 16 20 20 R70' R15' R70' R50' R25' CG- 6 2' CURB CUT CG-6 R25' E.P. E.P. PAVEMENT SAWCUT PAVEMENT SAWCUT NEW CG-6 PLACED TO CLOSE FORMER ENTRANCE NOT IN USE 2' CURB CUT 2' CURB CUT 2' CURB CUT EXISTING BUILDING (251,523 SQ. FT.) 170 SHADY ELM ROAD MSE BLOCK RETAINING WALL (BY OTHERS, SEE NOTE #1) NEW 5' CONC. S/W W/ 4' BUFFER FROM BACK OF EX. CURB CONNECT NEW S/W TO EX. CG-12 CONNECT NEW S/W TO EX. CG-12CONNECT NEW S/W TO EX. CG-12 NEW 5' CONC. S/W W/ 4' BUFFER FROM BACK OF EX. CURB CONNECT NEW S/W TO EX. CG-12 STOP BAR STOP SIGN NOTE: 1. A RETAINING WALL PERMIT WILL BE REQUIRED FROM THE FREDERICK COUNTY BUILDING INSPECTIONS DEPARTMENT AT THE TIME OF APPLICATION FOR A LAND DISTURBANCE PERMIT. FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDDCG-6CG-6CONCRETE WHEEL STOP (TYP. OF 3) 2' CURB CUT 2' CURB CUT 2' CURB CUT 2' CURB CUT 2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD W W W W W W W W WWWWWWWW W W W W W WW W W W W W W WWWWW 790 788 790790790795800 785 785 785 785 785 79 0 78 5790 787 786 78778778 7 786 786 790795800 782 788 789 791 791791 789 788787 786 786 783 783 786 786 78 6 803 790790IP IP IP IP IP IP IP IP IP IP IP IP CIP OP OP IP IP SCC SCC SCC SCC SR SR PS TO PS TO CD CD CD CD CD CD CD CD SF SF SF SF SF SF SF SF SF SF SF SF SF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF SFSFSF SF SF IP CIP B/M B/M SSFSSFS S F SSFSS F SS F S S F SSFSSF SSF SSF 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:BYGRADING AND FINAL E&SC PLANJOB NO.: 21-13 C-07C-07.DWGDDD1" = 50'DDDDESCRIPTION02-20-20251 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAF.F. = 791.80 787.10787.10 787.80 788.30 (T.C.) 787.80 (E.P.) 787.63 (T.C.) 787.30 (E.P.) 787.33 (EX. T.C.) 787.00 (EX. E.P.)787.17 (T.C.) 786.84 (E.P.) 787.10 786.95 (EX. T.C.) 786.62 (EX. E.P.) 785.45 (EX. T.C.) 785.12 (EX. E.P.) 785.91 (EX. T.C.) 785.58 (EX. E.P.) 785.52 (T.C.) 785.19 (E.P.) 786.27 (T.C.) 785.94 (E.P.) 785.97 (T.C.) 785.64 (E.P.) 785.73 (T.C.) 785.40 (E.P.) 785.27 (T.C.) 784.94 (E.P.) 785.60 (T.C.) 785.27 (E.P.) 785.60 (T.C.) 785.27 (E.P.)785.27 (T.C.) 784.94 (E.P.) 785.27 (T.C.) 784.94 (E.P.) 786.03 (T.C.) 785.70 (E.P.) 785.86787.20 (T.C.) 786.70 (E.P.) 791.60 791.80 787.43 787.13 786.83 789.88 790.18 789.88 790.00 789.88 789.88 790.48 790.48 790.18 790.18 791.60 (T.S.) 791.10 (E.P.) 791.65 790.74 790.74 791.60 (T.S.) 791.10 (E.P.) 791.65 791.60 (T.S.) 791.10 (E.P.) 790.18 790.18 790.48 790.18 790.18 790.18 790.48 790.00 789.88 789.88 789.82 790.12 789.82 790.48 790.18 790.18 788.62 788.92 788.62 787.42 787.72 787.42 786.00 786.30 786.60 787.80 787.80 786.00 786.60 786.00 786.60 787.54 787.44 789.15 (EX. T.C.) 788.82 (EX. E.P.) 789.37 (EX. T.C.) 789.04 (EX. E.P.) 786.40 785.80 785.90 785.45 785.38 785.08 785.53 (EX. T.C.) 785.20 (EX. E.P.) 785.40 (EX. T.C.) 785.07 (EX. E.P.) 788.51 (EX. T.C.) 788.18 (EX. E.P.) 787.30 (EX. T.C.) 786.97 (EX. E.P.) LEGEND LIMITS OF DISTURBANCE NOTE: 1. LIMITS OF DISTURBANCE SHALL BE AS INDICATED. THE ESTIMATED DISTURBED AREA FOR THIS PROJECT IS 11.59 ACRES. 803.00 (T.W.) 790.00 (B.W.) 803.00 (T.W.) 795.00 (B.W.) 803.00 (T.W.) 802.00 (B.W.) 797.00 (T.W.) 786.00 (B.W.) 793.00 (T.W.) 788.00 (B.W.) 793.00 (T.W.) 792.00 (B.W.) USE SOIL STABILIZATION BLANKET ON 2:1 SLOPES (TREATMENT 1, ECC-2 DOUBLE NET COCONUT OR APPROVED EQUAL) 786.40 786.40 786.40 786.40786.70 786.90 787.00 787.00 786.40 FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD790.27 (T.C.) 789.94 (E.P.) 789.67 (T.C.) 789.34 (E.P.) 789.67 (T.C.) 789.34 (E.P.) 789.67 (T.C.) 789.34 (E.P.) 789.67 (T.C.) 789.34 (E.P.) 790.27 (T.C.) 789.94 (E.P.)2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD W W W W W W W W WWWWWWWW W W W W W WW W W W W W W WWWWW 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 PLANJOB NO.: 21-13 C-08C-08.DWGDDD1" = 50'DDDDESCRIPTION02-20-20251 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAPROPOSED 174,158 SQ. FT. BUILDING ADDITION 1 234 567 89 10 11 12 13 15 14 16 17 181920 21 2223 24 25 10" C-900 PVC F/L (PRIVATE) PIV W/ (4) BOLLARDS 8" PVC C-900 RISER TO SPRINKLER SYSTEM (TRANSITION TO DIP CL52 5' OUTSIDE OF BUILDING) R.D.R.D.R.D.R.D. R.D.R.D.R.D.R.D. 8" PVC C-900 RISER TO SPRINKLER SYSTEM (TRANSITION TO DIP CL52 5' OUTSIDE OF BUILDING) 8" PVC C-900 RISER TO SPRINKLER SYSTEM (TRANSITION TO DIP CL52 5' OUTSIDE OF BUILDING) 8" PVC C-900 RISER TO SPRINKLER SYSTEM (TRANSITION TO DIP CL52 5' OUTSIDE OF BUILDING) PIV W/ (4) BOLLARDS 10" x 10" x 8" TEE 10" x 10" x 8" TEE 45° BEND F.H. ASSEMBLY W/ (3) BOLLARDS (PRIVATE) 10" x 10" x 6" REDUCER PIV W/ (4) BOLLARDSPIV W/ (4) BOLLARDS 10" x 10" x 8" TEE 10" x 10" x 8" TEE 10" C-900 PVC F/L (PRIVATE) 45° BEND 10" x 10" x 6" REDUCER F.H. ASSEMBLY W/ (2) BOLLARDS (PRIVATE) 34.90 LF - 6" SDR 35/26 SAN. SEW. LAT. @ 1.00% (PRIVATE) C.O. (REPLACE WITH SOLID MH-1 TOP)(REPLACE WITH SOLID MH-1 TOP) (ADD RISER RING TO ADJUST TOP TO 788.63) EXISTING BUILDING (251,523 SQ. FT.) 170 SHADY ELM ROAD FREDERICK WATER (FW) GENERAL NOTES: 1. VALVES, MANHOLES, ARV'S, AND OTHER FREDERICK WATER SURFACE FEATURES SHALL NOT BE PLACED IN CURB AND GUTTER, NOR SLOPED PORTION OF HANDICAP RAMPS. CONTRACTOR SHALL COORDINATE LOCATIONS WITH THE FREDERICK WATER INSPECTOR. 2. IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHER OBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED IN FREDERICK WATER EASEMENTS. PERPENDICULAR IRRIGATION LINES AND DRY UTILITY CROSSINGS ARE PERMITTED WITH 18" MINIMUM VERTICAL SEPARATION. 3. RETAINING WALLS AND THEIR TIE-BACKS SUCH AS GEOGRID OR OTHER SUPPORTS SHALL NOT BE PLACED IN FREDERICK WATER EASEMENTS. 4. FIRE METER, DOMESTIC METER, BACKFLOW DEVICES AND ASSOCIATED PIPING SHALL BE PER FW INSPECTOR REQUIREMENTS. 5. ADJUST ALL WATER AND SANITARY SEWER FACILITIES TO FINISHED GRADE PER FW INSPECTOR REQUIREMENTS. 6. CONTRACTOR SHALL FURNISH ANY FW APPURTENANCES REMOVED WITH THIS WORK TO THE FW INSPECTOR AS REQUIRED. EXISTING FW EASEMENT(S) (SANITARY) TO BE VACATED EXISTING FW EASEMENT(S) (WATER) TO BE VACATED PROPOSED FW EASEMENT(S) EASEMENT LEGEND: ONSITE SAN. SEW. IS PRIVATE BEYOND EX. EASEMENT FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDDF.H. ASSEMBLY (FW) W/ 10" x 10" x 6" CUT-IN TEE, 5.61LF - 6" DIP CL52 W/L (SEE FW SITE NOTE #5) W W W W W 1' 9' PRIVATE FW G.V. W/ ROADWAY BOX AT TEE WATERLINE BUILDING EXTERIOR WALL END OF 20' FW EASEMENT FW BUILDING WATER SERVICE DETAIL NOT TO SCALE FIRE AND/OR DOMESTIC RISER NOTES: 1. FIRE AND/OR DOMESTIC RISER METER, BACKFLOW DEVICES, ASSOCIATED VALVES, AND PIPING SHALL BE PER FW INSPECTOR, FREDERICK COUNTY FIRE MARSHAL, AND FREDERICK COUNTY INSPECTION DEPARTMENT REQUIREMENTS. 2. EXISTING BUILDING UTILIZES AN 8" FIRE METER AND A 2" DOMESTIC METER, BOTH LOCATED IN THE UTILITY ROOM WHERE THE INCOMING WATER SERVICE LINE CONNECTS TO THE BUILDING. FREDERICK WATER (FW) SITE NOTES: 1. CREATE AND VACATE EXISTING FCSA AND PROPOSED FW EASEMENTS BASED ON CURRENT PRACTICES AND AS DEPICTED HEREON. 2. RECORDATION OF NEW FW EASEMENT(S) AND VACATION OF EXISTING FCSA EASEMENT(S) SHALL BE COMPLETE BEFORE THE FIRE HYDRANT CUT-IN TO THE EXISTING 10" WATER MAIN WILL BE PLACED IN SERVICE OR FIRE FLOW TESTS WITNESSED BY FW IN CONJUNCTION WITH THE FREDERICK COUNTY FIRE MARSHAL AND OTHER AGENCIES. 3. FW REVIEW IS GENERALLY LIMITED TO FACILITIES OWNED OR TO BE OWNED BY FW. 4. REFER TO DEMOLITION PLAN SHEET C-04 FOR REMOVAL OF EXISTING FIRE HYDRANT AND ASSOCIATED PIPING NEAR EMPLOYEE PARKING LOT. 5. WATER MAIN CUT-IN AND/OR CONNECTION NOTES: ·TEST PIT THE EXISTING MAIN PER FW INSPECTOR REQUREMENTS. ·INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FW REQUIREMENTS PRIOR TO SHUT-DOWN. ·PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT-DOWN TIME. ·HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FW INSPECTOR REQUIREMENTS. ·PREPARE A WATER SHUT-DOWN PLAN SATISFACTORY TO THE FW INSPECTOR. FIREWATCH, NIGHT TIME WORK, ETC. MAY BE REQUIRED. ·SCHEDULE SHUT-DOWN WITH THE FW INSPECTOR, FREDERICK COUNTY FIRE MARSHAL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES.2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD W W W W W W W W WWWWWWWW W W W W W WW W W W W W W WWWWW 790 788 790790790795800 785 785 785 785 785 79 0 78 5790 787 786 78778778 7 786 786 790795800 782 788789 791 791791 789 788787 786 786 783 783 786 786 78 6 803 790790CADD 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.: 21-13 C-09C-09.DWGDDD1" = 50'DDDDESCRIPTION02-20-20251 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VALANDSCAPING 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 165-203.01B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE). 5. NO TREES OR SHRUBS SHALL BE PLACED WITHIN FREDERICK WATER EASEMENT. 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. ·EXISTING IMPERVIOUS AREA = 157,729 SQ. FT. (NOT INCLUDING BUILDING), THEREFORE 1 TREE REQ'D FOR EACH 5,000 SQ. FT. OF NEWLY PROPOSED IMPERVIOUS AREA ·PROPOSED ADDITIONAL IMPERVIOUS AREA: 143,770 SQ. FT. ·(143,770 / 5,000) = 29 TREES ·5 EXISTING TREES TO BE REMOVED DUE TO CONSTRUCTION ·THEREFORE TOTAL REQ'D = 29 + 5 = 34 TREES PROVIDED: ·34 TREES AROUND PERIMETER OF PARKING AREAS 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: ·57 SHRUBS PLANTED AT HEIGHT OF 3 FT. AND SPACED AT 4 FT. ON CENTER FOR VEHICLE PARKING AREAS ·TRUCK COURT ALONG SHADY ELM ROAD DOES NOT CONTAIN LANDSCAPE SCREENING DUE TO PROXIMITY OF EXISTING FREDERICK WATER EASEMENT ·THE PORTION OF EMPLOYEE PARKING AREA SHOWN WITHOUT SHRUBS IS SCREENED BY TOPOGRAPHY INTERIOR LANDSCAPING: REQUIRED: ·MINIMUM OF 5% OF INTERIOR PARKING LOTS SHALL BE LANDSCAPED WITH SHADE TREES. ·TOTAL INTERIOR PARKING AREA = 24,120 SQ. FT. ·(0.05) * 24,120 = 1,206 SQ. FT. ·1 SHADE TREE FOR EVERY 10 PARKING SPACES ·72 SPACES / 10 = 7 REQUIRED TREES PROVIDED: ·1,567 SQ. FT. OF INTERIOR LANDSCAPING ·7 INTERIOR SHADE TREES QUANT. PLANT SCHEDULE COMMON NAMEBOTANICAL NAME REMARKS Eastern RedbudCercis canadensis 2" Caliper17 Kousa DogwoodCornus kousa 2" Caliper24 Chinese HollyIlex cornuta 36" Minimum Height57 TYPE Perimeter Tree Interior & Perimeter Tree Parking Screen ShrubCHINESE HOLLY KOUSA DOGWOOD LEGEND: EASTERN REDBUD PROPOSED 174,158 SQ. FT. BUILDING ADDITION EXISTING FW EASEMENT(S) (SANITARY) TO BE VACATED EXISTING FW EASEMENT(S) (WATER) TO BE VACATED PROPOSED FW EASEMENT(S) EASEMENT LEGEND: FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD Luminaire Schedule Symbol Qty Label Total Watts Mounting Height 2 ALEDM4TN_150w DLF2111115-10a_1 587.2 25 16 ALEDM4TN_150w DLF2111115-10a 2348.8 25 Calculation Summary CalcType Units Avg Max Min Illuminance Fc 1.90 9.9 0.0 0.10.10.10.20.30.30.40.50.60.60.50.40.20.30.40.10.10.10.20.30.50.60.91.01.11.00.80.30.70.80.80.80.70.60.50.40.30.20.10.10.10.10.10.20.20.40.60.81.31.72.01.91.60.71.41.51.51.31.10.80.60.50.30.20.20.10.10.10.10.20.30.50.71.11.82.73.43.33.11.42.62.72.72.11.51.10.80.60.40.30.20.20.10.10.10.20.30.50.81.32.23.55.35.14.32.64.44.84.33.02.01.41.00.70.60.40.30.20.20.10.10.20.30.50.81.42.43.86.06.05.24.15.26.55.43.62.31.61.20.90.70.60.50.40.30.10.10.20.30.50.91.42.43.85.95.94.95.46.07.15.73.92.51.81.31.11.00.90.80.70.50.30.10.10.20.30.60.91.32.23.54.84.84.25.56.47.35.94.22.72.01.61.31.31.41.41.21.00.10.10.20.30.50.81.21.82.63.13.02.65.76.36.95.84.32.82.21.81.61.92.22.52.30.10.20.20.30.50.81.01.41.81.91.81.55.96.97.25.84.22.82.21.91.92.53.34.13.90.10.20.20.40.50.70.91.21.41.41.20.96.17.37.65.74.12.82.32.12.22.94.25.95.60.10.20.20.40.50.70.91.21.41.31.10.96.17.37.65.54.02.82.22.12.33.45.17.98.20.10.20.20.40.50.81.01.41.71.81.61.35.97.17.45.64.12.92.42.22.53.75.78.89.89.30.10.20.20.40.60.81.21.82.42.92.82.45.86.66.95.84.33.02.42.22.53.55.37.69.39.97.05.13.11.70.10.20.20.30.60.91.32.23.34.64.64.15.86.87.46.24.33.02.42.22.33.14.35.87.17.45.84.63.01.70.10.10.20.30.50.91.42.43.85.85.94.66.37.07.86.14.43.02.42.12.12.53.13.84.34.33.62.92.21.40.10.10.20.30.60.91.42.53.86.05.95.26.07.07.75.94.33.02.31.91.81.92.22.42.62.52.21.81.51.10.10.20.20.40.60.91.42.43.75.55.34.35.86.87.55.94.33.02.31.81.51.51.51.51.51.41.31.11.00.80.10.20.20.40.60.91.32.13.03.73.63.45.86.56.95.94.43.02.21.71.31.21.11.01.00.90.80.80.60.50.10.20.30.40.60.81.11.62.02.32.21.95.86.87.56.14.32.92.11.61.20.90.80.70.60.50.50.50.40.40.10.20.30.40.60.81.01.31.51.51.31.16.37.17.86.04.32.82.01.51.00.80.60.50.40.30.30.30.30.20.10.20.30.40.50.70.91.21.31.31.10.86.17.37.85.94.22.82.01.40.90.70.50.40.30.30.20.20.20.20.10.20.30.40.60.81.01.31.51.51.41.16.27.17.66.04.22.82.01.40.90.60.50.30.30.20.20.20.10.10.10.20.20.40.60.81.11.62.12.42.21.96.26.87.25.94.32.81.91.30.90.60.40.30.30.20.20.10.10.10.10.20.20.40.60.91.32.13.03.93.83.45.87.17.65.84.12.71.91.30.90.60.40.30.20.20.20.10.10.10.10.20.20.30.60.91.42.43.75.55.44.46.27.07.55.53.92.61.81.20.80.60.40.30.20.20.20.10.10.10.10.10.20.30.50.91.42.53.86.05.95.25.57.07.35.43.92.51.81.20.80.60.40.30.20.20.20.10.10.10.10.20.20.30.60.91.52.53.95.85.84.65.66.36.65.33.72.51.81.30.80.60.40.30.20.20.20.10.10.10.10.20.20.40.60.91.42.23.44.44.44.05.46.06.25.13.72.51.81.20.80.60.40.30.20.20.20.10.10.10.10.20.20.40.60.81.21.82.42.92.72.45.66.76.85.23.72.51.81.30.90.60.50.30.30.20.20.10.10.10.10.20.30.40.60.81.11.41.71.81.61.36.17.47.25.13.62.41.81.20.90.60.50.40.30.20.20.20.10.10.10.20.30.40.60.81.01.21.41.41.20.96.07.77.25.03.52.41.71.20.90.70.60.50.40.30.20.20.20.10.10.20.20.40.60.81.01.31.51.51.31.06.27.37.15.13.62.41.81.31.00.80.70.70.50.40.30.30.20.20.10.20.20.40.60.81.11.62.02.22.01.66.16.86.85.23.62.41.81.41.11.01.00.90.80.70.60.40.40.30.10.20.20.40.60.91.32.02.93.53.43.05.97.17.25.23.52.41.81.41.21.21.31.31.31.10.90.80.60.50.10.10.20.30.60.91.42.43.75.35.14.36.07.07.04.83.32.21.71.51.51.72.02.12.11.81.51.20.90.70.10.10.20.30.50.91.42.64.06.15.85.25.16.56.44.43.02.01.71.61.72.32.93.43.63.22.61.91.41.00.10.10.20.30.50.91.52.64.16.05.85.04.34.95.03.72.51.81.61.72.13.04.25.46.05.34.02.92.11.30.10.10.20.30.50.91.42.33.64.94.74.22.62.93.12.62.01.51.51.72.43.85.97.78.88.65.94.32.71.60.10.10.20.30.50.71.11.82.53.02.92.71.41.71.81.71.41.31.41.72.64.37.19.79.69.46.34.62.81.50.10.10.20.30.40.60.81.21.51.71.61.30.70.91.01.11.11.11.31.72.64.16.99.49.30.10.10.20.20.30.50.60.80.90.90.80.60.30.50.60.70.80.91.21.62.53.95.75.80.10.10.10.20.30.30.40.50.50.50.50.70.91.73.24.55.35.04.53.02.12.13.04.54.95.24.63.52.52.53.64.55.24.64.32.82.12.23.44.55.14.94.53.12.32.43.54.65.24.94.32.71.40.70.50.40.40.50.60.81.01.42.13.14.04.20.10.10.10.10.20.20.30.30.30.30.40.61.02.03.55.46.46.35.13.32.52.53.35.16.26.35.53.92.93.04.05.56.16.04.93.22.52.63.75.36.26.25.23.52.72.93.95.66.36.14.82.91.60.80.50.30.30.40.50.60.81.11.52.02.32.40.10.10.10.10.10.20.20.20.20.30.40.71.11.93.34.85.35.54.73.32.52.63.44.95.85.85.33.93.13.14.15.66.15.94.93.42.62.83.85.35.95.95.23.62.93.03.95.35.85.64.62.91.60.90.50.30.30.30.40.50.60.81.01.21.20.00.10.10.10.10.10.10.20.20.30.40.61.01.62.43.03.33.43.22.62.32.32.73.43.73.73.53.12.72.73.33.94.03.93.52.82.42.53.03.73.93.83.52.92.52.63.03.53.63.63.22.31.40.90.60.40.30.30.30.40.40.50.60.60.60.00.10.10.10.10.10.10.20.20.30.50.81.11.51.92.02.12.11.91.71.82.02.32.42.42.42.22.02.12.32.62.62.62.42.11.92.02.22.52.62.52.42.11.91.92.12.32.32.32.01.61.10.80.50.40.30.20.20.30.30.30.30.30.30.00.00.10.10.10.10.10.20.20.30.40.60.81.01.11.21.31.31.31.21.31.31.51.51.51.51.51.41.51.51.61.61.61.51.41.41.41.51.61.51.51.51.41.41.31.41.41.41.31.21.00.80.60.40.30.20.20.20.20.20.20.20.20.00.00.10.10.10.10.10.20.20.30.40.50.60.70.80.80.90.90.90.91.01.01.01.01.01.01.11.11.11.11.11.11.11.01.01.01.01.11.01.01.01.01.01.01.00.90.90.90.80.70.60.40.30.30.20.20.20.10.10.10.10.10.00.00.00.10.10.10.10.10.20.20.30.30.40.40.40.50.60.60.60.60.60.60.60.60.70.70.70.70.70.70.70.70.70.70.70.70.70.70.60.60.70.70.70.60.60.60.50.50.50.50.40.30.30.20.20.10.10.10.10.10.10.00.00.00.10.10.10.10.10.20.20.20.20.30.30.30.30.40.40.40.40.40.40.40.40.50.50.50.50.50.40.40.40.50.50.50.50.40.40.40.40.40.40.40.40.30.30.30.30.30.30.20.20.20.10.10.10.10.10.10.00.00.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.20.20.20.20.20.20.20.20.10.10.10.10.10.10.10.00.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.10.10.10.10.10.10.10.10.10.1CADD 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.: 21-13 C-10C-10.DWGDDD1" = 50'DDDDESCRIPTION02-20-20251 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAPROPOSED 174,158 SQ. FT. BUILDING ADDITION EXISTING BUILDING (251,523 SQ. FT.) 170 SHADY ELM ROAD A B A A BBBBBBB B B B B B B B B B NOTES: 1. LIGHTING DESIGN BY CAPITAL ELECTRIC. 2. ALL PROPOSED LIGHTING SHALL BE FULL CUTOFF FIXTURES AND CONFORM TO THE REQUIREMENTS IN THE FREDERICK COUNTY ZONING ORDINANCE SECTION 165-201.07. FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD W W W W W W W W WWWWWWWW W W W W W WW W W W W W W WWWWW 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:BYLIFE SAFETY PLANJOB NO.: 21-13 C-11C-11.DWGDDD1" = 50'DDDDESCRIPTION02-20-20251 inch = ft. ( IN FEET ) GRAPHIC SCALE 50 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VA30' 30' E.P. E.P.E.P.E.P.PROPOSED 174,158 SQ. FT. BUILDING ADDITION 24' R70' R70' R25' E.P. E.P. 10" C-900 PVC F/L (PRIVATE) PIV W/ (4) BOLLARDS 8" PVC C-900 RISER TO SPRINKLER SYSTEM (TRANSITION TO DIP CL52 5' OUTSIDE OF BUILDING) 8" PVC C-900 RISER TO SPRINKLER SYSTEM (TRANSITION TO DIP CL52 5' OUTSIDE OF BUILDING) 8" PVC C-900 RISER TO SPRINKLER SYSTEM (TRANSITION TO DIP CL52 5' OUTSIDE OF BUILDING) 8" PVC C-900 RISER TO SPRINKLER SYSTEM (TRANSITION TO DIP CL52 5' OUTSIDE OF BUILDING) PIV W/ (4) BOLLARDS PIV W/ (4) BOLLARDSPIV W/ (4) BOLLARDS 10" C-900 PVC F/L (PRIVATE) F.H. ASSEMBLY W/ (2) BOLLARDS (PRIVATE) F.H. ASSEMBLY W/ (3) BOLLARDS (PRIVATE) FIRE LANE SIGN DETAILS EXISTING BUILDING (251,523 SQ. FT.) 170 SHADY ELM ROAD NOTE: 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. FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'C') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'A') FIRE LANE SIGN (TYPE 'A') FIRE LANE SIGN (TYPE 'C') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'C') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'D') FIRE LANE SIGN (TYPE 'A') FIRE LANE SIGN (TYPE 'A') FIRE LANE SIGN (TYPE 'C') FIRE LANE SIGN (TYPE 'D') FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDDPROPOSED F.H. ASSEMBLY (FW) TO REPLACE EX. F.H. 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.: 21-13 C-12C-12.DWGDDD1" = 60'DDDDESCRIPTION02-20-20251 inch = ft. ( IN FEET ) GRAPHIC SCALE 60 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAA B C D C A B SHALLOW CONC. FLOW (1280' @ 1.9%) SHEET FLOW (100' @ 2.0%) CHANNEL FLOW (L = 1860', H = 10') SHEET FLOW (100' @ 2.0%) SHALLOW CONC. FLOW (160' @ 1.9%) DRAINAGE DIVIDE FLOW PATH IMPERVIOUS AREA RANGE / TURF FOREST LEGEND: POST-DEV. DA 'B' AREA = 1.52 AC. CN = 83 Tc = 10 MIN. Q1 = 2.15 CFS Q2 = 2.97 CFS Q10 = 5.41 CFS Q25 = 7.07 CFS Q100 = 10.02 CFS EXISTING (2) 15" x 21" CMP CULVERTS (ANALYSIS PT. 'B') EXISTING 4' x 7' BOX CULVERT (ANALYSIS PT. 'A') POST-DEV. DA 'A' AREA = 35.46 AC. CN = 85 Tc = 51 MIN. Q1 = 23.68 CFS Q2 = 32.37 CFS Q10 = 57.59 CFS Q25 = 74.75 CFS Q100 = 105.21 CFS FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 790 788 790790790795800 785 785 785 785 785 79 0 78 5790 787 786 78778778 7 786 786 790795800 782 788 789 791 791791 789 788787 786 786 783 783 786 786 78 6 803 790790CADD 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.: 21-13 C-13C-13.DWGDDD1" = 60'DDDDESCRIPTION02-20-20251 inch = ft. ( IN FEET ) GRAPHIC SCALE 60 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAA B C D C A B SHALLOW CONC. FLOW (445' @ 4.0%) SHEET FLOW (100' @ 2.0%) CHANNEL FLOW (L = 2690', H = 16') SHEET FLOW (100' @ 2.0%) SHALLOW CONC. FLOW (160' @ 1.9%) DRAINAGE DIVIDE FLOW PATH LIMITS OF DISTURBANCE IMPERVIOUS AREA TURF LEGEND: PROPOSED 174,158 SQ. FT. BUILDING ADDITION EXISTING BUILDING (251,523 SQ. FT.) 170 SHADY ELM ROAD POST-DEV. DA 'B' AREA = 1.17 AC. CN = 84 Tc = 10 MIN. Q1 = 1.75 CFS Q2 = 2.41 CFS Q10 = 4.30 CFS Q25 = 5.59 CFS Q100 = 7.86 CFS EXISTING (2) 15" x 21" CMP CULVERTS (ANALYSIS PT. 'B') EXISTING 4' x 7' BOX CULVERT (ANALYSIS PT. 'A') POST-DEV. DA 'A' AREA = 35.81 AC. CN = 89 Tc = 49 MIN. Q1 = 31.58 CFS Q2 = 41.34 CFS Q10 = 68.90 CFS Q25 = 87.17 CFS Q100 = 119.19 CFS FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 790 788 790790790795800 785 785 785 785 785 79 0 78 5790 787 786 78778778 7 786 786 790795800 782 788 789 791 791791 789 788787 786 786 783 783 786 786 78 6 803 790790CADD 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.: 21-13 C-14C-14.DWGDDD1" = 60'DDDDESCRIPTION02-20-20251 inch = ft. ( IN FEET ) GRAPHIC SCALE 60 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VASTR #2STR #3STR #4 STR #5STR #6STR #7 STR #10 STR #11 STR #12 STR #13 STR #15STR #16 STR #17 STR #19 STR #24 SCC #1 SCC #2 RD #1RD #2RD #3RD #4 RD #5RD #6RD #7RD #8 FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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 13+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+00 760 765 770 775 780 785 790 795 800 805 810 760 765 770 775 780 785 790 795 800 805 810 10+00 11+00 760 765 770 775 780 785 790 795 800 805 810 760 765 770 775 780 785 790 795 800 805 810 10+00 11+00 760 765 770 775 780 785 790 795 800 805 810 760 765 770 775 780 785 790 795 800 805 810 10+00 11+00 760 765 770 775 780 785 790 795 800 805 810 760 765 770 775 780 785 790 795 800 805 810 10+00 11+00 11+50STA. 10+00.00 -- STR #10NYLOPLAST BASIN (18")TOP = 788.65INV. IN = 783.79 (15")INV. OUT = 783.69 (15")STA. 11+65.00 -- STR #11NYLOPLAST BASIN (15")TOP = 788.65INV. IN = 784.72 (12")INV. OUT = 784.62 (15")STA. 13+30.00 -- STR #12NYLOPLAST BASIN (15")TOP = 788.65INV. OUT = 785.55 (12")STA. 10+00.00 -- STR #3STD. DI-1 (5' DIA.)TOP = 783.50INV. IN = 774.44 (18")INV. IN = 774.44 (30")INV. OUT = 774.34 (30")STA. 10+57.00 -- STR #13STD. DI-1 (4' DIA.)TOP = 786.40INV. OUT = 779.32 (18")STA. 10+00.00 -- STR #6STD. DI-1 (5' DIA.)TOP = 786.40INV. IN = 780.38 (15" - #14)INV. IN = 780.38 (15" - #15)INV. IN = 780.38 (24")INV. OUT = 780.28 (30")STA. 10+55.00 -- STR #14STD. MH-1 (4' DIA.)TOP = 787.60INV. IN = 783.51 (2-12")INV. OUT = 783.41 (15")STA. 10+00.00 -- STR #6STD. DI-1 (5' DIA.)TOP = 786.40INV. IN = 780.38 (15" - #14)INV. IN = 780.38 (15" - #15)INV. IN = 780.38 (24")INV. OUT = 780.28 (30")STA. 10+54.00 -- STR #15NYLOPLAST BASIN (18")TOP = 784.00INV. OUT = 780.92 (15")STA. 10+00.00 -- STR #7STD. DI-1 (5' DIA.)TOP = 786.40INV. IN = 781.52 (12")INV. IN = 781.52 (15")INV. IN = 781.52 (24")INV. OUT = 781.42 (24")STA. 10+54.00 -- STR #16NYLOPLAST BASIN (18")TOP = 784.00INV. OUT = 781.79 (15")STA. 10+00.00 -- STR #7STD. DI-1 (5' DIA.)TOP = 786.40INV. IN = 781.52 (12")INV. IN = 781.52 (15")INV. IN = 781.52 (24")INV. OUT = 781.42 (24")STA. 11+20.00 -- STR #17NYLOPLAST BASIN (15")TOP = 786.40INV. OUT = 783.92 (12")STA. 10+22.8810" F/L X-ING18" MIN. CLEAR 165.00 LF - 15" HDPE @ 0.50% 165.00 LF - 12" HDPE @ 0.50% HGL (10-YR) PROPOSED GRADE 57.00 LF - 18" HDPE @ 0.50%HGL (10-YR) PROPOSED GRADE 55.00 LF - 15" HDPE @ 5.50% HGL (10-YR) PROPOSED GRADE 54.00 LF - 15" HDPE @ 1.00% HGL (10-YR) PROPOSED GRADE 54.00 LF - 15" HDPE @ 0.50% HGL (10-YR) PROPOSED GRADE 120.00 LF - 12" HDPE @ 2.00% HGL (10-YR) PROPOSED GRADE 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+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00STA. 10+00.00 -- STR #1STD. ES-2INV. = 773.00 (30")STA. 10+68.00 -- STR #2STD. DI-1 (5' DIA.)TOP = 783.50INV. IN = 773.44 (30")INV. OUT = 773.34 (30")STA. 12+28.00 -- STR #3STD. DI-1 (5' DIA.)TOP = 783.50INV. IN = 774.44 (18")INV. IN = 774.44 (30")INV. OUT = 774.34 (30")STA. 15+28.00 -- STR #4STD. DI-1 (5' DIA.)TOP = 783.50INV. IN = 778.64 (30")INV. OUT = 778.54 (30")STA. 15+85.00 -- STR #5STD. DI-1 (5' DIA.)TOP = 786.40INV. IN = 779.03 (30")INV. OUT = 778.93 (30")STA. 18+35.00 -- STR #6STD. DI-1 (5' DIA.)TOP = 786.40INV. IN = 780.38 (15" - #14)INV. IN = 780.38 (15" - #15)INV. IN = 780.38 (24")INV. OUT = 780.28 (30")STA. 20+43.00 -- STR #7STD. DI-1 (5' DIA.)TOP = 786.40INV. IN = 781.52 (12")INV. IN = 781.52 (15")INV. IN = 781.52 (24")INV. OUT = 781.42 (24")STA. 20+98.00 -- STR #8STD. MH-1 (4' DIA.)TOP = 787.60INV. IN = 781.90 (12")INV. IN = 781.90 (18")INV. OUT = 781.80 (24")STA. 22+04.0012" ROOF DRAIN CONN.INV. = 782.43 (18")STA. 22+88.00 -- STR #9NYLOPLAST BASIN (18")TOP = 789.60INV. IN = 782.95 (15")INV. OUT = 782.85 (18")STA. 23+62.11 -- STR #10NYLOPLAST BASIN (18")TOP = 788.65INV. IN = 783.79 (15")INV. OUT = 783.69 (15")STA. 10+43.808" SAN. X-INGINV. = 770.1318" MIN. CLEAR STA. 10+88.258" SAN. X-INGINV. = 771.0718" MIN. CLEAR STA. 20+65.8710" F/L X-ING18" MIN. CLEAR STA. 21+77.008" F/L X-ING18" MIN. CLEAR 68.00 LF - 30" HDPE @ 0.50% 160.00 LF - 30" HDPE @ 0.50% 300.00 LF - 30" HDPE @ 1.40% 57.00 LF - 30" HDPE @ 0.50% 250.00 LF - 30" HDPE @ 0.50% 208.00 LF - 24" HDPE @ 0.50% 55.00 LF - 24" HDPE @ 0.50% 190.00 LF - 18" HDPE @ 0.50% 74.11 LF - 15" HDPE @ 1.00% HGL (10-YR) PROPOSED GRADE 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.: 21-13 C-15C-15.DWGDDD DDDDESCRIPTIONAS SHOWN09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VASTR #1 -- STR #10 STR #10 -- STR #12 STR #3 -- STR #13 STR #6 -- STR #14 STR #6 -- STR #15 02-20-2025STR #7 -- STR #15 STR #7 -- STR #17 FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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+00 760 765 770 775 780 785 790 795 800 805 810 760 765 770 775 780 785 790 795 800 805 810 10+00 11+00 12+00 13+00 14+00 14+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+00STA. 10+00.00 -- STR #18STD. JB-1 (4' x 13')TOP = 786.00INV. IN = 781.78 (2-14" x 23")INV. OUT = 781.76 (3-19" x 30")STA. 10+72.00 -- STR #19STD. ES-1INV. IN = 782.13 (2-14" x 23")STA. 10+00.00 -- STR #20STD. ES-2INV. = 782.30 (24")STA. 11+30.00 -- STR #21STD. MH-1 (4' DIA.)TOP = 787.00INV. IN = 783.05 (24")INV. OUT = 782.95 (24")STA. 11+85.00 -- STR #22STD. MH-1 (4' DIA.)TOP = 787.60INV. IN = 783.43 (2-18")INV. OUT = 783.33 (24")STA. 12+34.0012" ROOF DRAIN CONN.INV. = 783.68 (18")STA. 13+44.00 -- STR #23NYLOPLAST BASIN (24")TOP = 790.85INV. IN = 784.33 (12" - RD)INV. IN = 784.33 (12" - #24)INV. OUT = 784.23 (18")STA. 14+24.00 -- STR #24NYLOPLAST BASIN (15")TOP = 787.00INV. OUT = 784.73 (12")STA. 10+00.00 -- STR #22STD. MH-1 (4' DIA.)TOP = 787.60INV. IN = 783.43 (2-18")INV. OUT = 783.33 (24")STA. 10+55.0012" ROOF DRAIN CONN.INV. = 783.71 (18")STA. 11+59.00 -- STR #25STD. MH-1 (4' DIA.)TOP = 787.60INV. IN = 784.33 (12")INV. OUT = 784.23 (18")STA. 11+54.7310" F/L X-ING18" MIN. CLEAR STA. 13+13.008" F/L X-ING18" MIN. CLEAR STA. 10+43.638" F/L X-ING18" MIN. CLEAR (2) 72.00 LF - 14" x 23" RCP CL III @ 0.50% HGL (10-YR) PROPOSED GRADE 130.00 LF - 24" HDPE @ 0.50% 55.00 LF - 24" HDPE @ 0.50% 159.00 LF - 18" HDPE @ 0.50% 80.00 LF - 12" HDPE @ 0.50% HGL (10-YR) PROPOSED GRADE 55.00 LF - 18" HDPE @ 0.50% 104.00 LF - 18" HDPE @ 0.50% HGL (10-YR) PROPOSED GRADE 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.: 21-13 C-16C-16.DWGDDD DDDDESCRIPTIONAS SHOWN09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VASTR #18 -- STR #19 STR #20 -- STR #24 STR #22 -- STR #25 02-20-2025FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 770 775 780 785 790 795 800 805 810 815 770 775 780 785 790 795 800 805 810 815 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50789.93788.95788.90787.99787.92787.85786.98786.95786.92785.95785.93784.98784.89784.80783.99783.97783.94783.92783.00783.00783.00PROPOSED GRADESTA. 10+00.00BEGIN CHANNELINV. = 789.05STA. 20+19.28END CHANNELINV. = 782.131 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 15+00 16+00 17+0018+0019+0020+0020+19W WW WWW WWWW W W WW W W W790 7907 9 0 790795800790 7857907897917 9 1 789788787786786783783786786786790790 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:BYSTORMWATER CHANNELPLAN & PROFILEJOB NO.: 21-13 C-17C-17.DWGDDD DDDDESCRIPTIONAS SHOWN09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VASTORMWATER CONVEYANCE CHANNEL 02-20-2025STA. 10+00.00 BEGIN CHANNEL STA. 20+19.28 END CHANNEL FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 765 770 775 780 785 790 795 800 805 810 815 765 770 775 780 785 790 795 800 805 810 815 10+00 11+00 12+00 13+00 14+00 15+00 765 770 775 780 785 790 795 800 805 810 815 765 770 775 780 785 790 795 800 805 810 815 10+00 11+00 12+00 13+00 14+00STA. 10+00.00CONNECT TO EX. F/LSTA. 11+02.9210" x 10" x 8" TEERISER W/ P.I.V. (52.90' LT.)STA. 12+78.4210" x 10" x 8" TEERISER W/ P.I.V. (52.13' LT.)STA. 13+78.2945° BENDSTA. 14+34.9410" x 6" REDUCERSTA. 14+44.94F.H. ASSEMBLY (IN-LINE)STA. 11+99.4224" STORM X-INGINV. = 781.6418" MIN. CLEAR STA. 10+00.00CONNECT TO EX. F/LSTA. 10+99.7610" x 10" x 8" TEERISER W/ P.I.V. (51.04' RT.)STA. 12+75.2610" x 10" x 8" TEERISER W/ P.I.V. (50.27' RT.)STA. 13+21.2745° BEND10" x 6" REDUCERSTA. 13+42.10F.H. ASSEMBLY (IN-LINE)STA. 11+47.2624" STORM X-INGINV. = 783.1718" MIN. CLEAR PROPOSED GRADE 10" C-900 PVC F/L (PRIVATE) 48" MIN. COVER 48" MIN. COVER 10" C-900 PVC F/L (PRIVATE) PROPOSED GRADE PRIVATE PRIVATE 10+00 11+00 12+00 13+00 14+0014+4579079580078578579078778778679580078878979180379010+00 11+00 12+00 13+00 13+42WWWWWWWWWWWWWWW79079078579178978878778678678378378678678610+00 10+35WWWWW786783 765 770 775 780 785 790 795 800 805 810 815 765 770 775 780 785 790 795 800 805 810 815 10+00 11+00STA. 10+00.00EX. SAN. M/HTOP = 788.07CORE NEW 6" INV. @ 780.59EX. INV. OUT = 780.42 (8")STA. 10+24.90C.O.TOP = 788.25INV. = 780.84STA. 10+34.90BLDG. CONN.INV. = 780.9434.90LF - 6" PVC SDR 35/26 SAN. SEW. @ 1.00% (PRIVATE) PROPOSED GRADE 48" MIN. COVER PRIVATE 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 PLAN & PROFILEJOB NO.: 21-13 C-18C-18.DWGDDD DDDDESCRIPTION02-20-2025AS SHOWN10" F/L (NORTH) FROM EX. F/L TO HYDRANT @ STA. 14+44.94 -- (PRIVATE) 09-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFP FP FP PIV W/ (4) BOLLARDS STA. 14+44.94 F.H. ASSEMBLY W/ (3) BOLLARDS 45° BEND 10" x 10" x 8" TEE PIV W/ (4) BOLLARDS 10" x 10" x 8" TEE 10" x 6" REDUCER STA. 10+00.00 CONNECT TO EX. 10" F/L 10" C-900 PVC F/L (PRIVATE) FP FP FP FP FP FP FP FP FP FP FP FP FP FPFP FP PIV W/ (4) BOLLARDS STA. 13+42.10 F.H. ASSEMBLY W/ (2) BOLLARDS 45° BEND 10" x 10" x 8" TEE PIV W/ (4) BOLLARDS 10" x 10" x 8" TEE 10" x 6" REDUCER STA. 10+00.00 CONNECT TO EX. 10" F/L 10" C-900 PVC F/L (PRIVATE)FPFPFPFP10" F/L (SOUTH) FROM EX. F/L TO HYDRANT @ STA. 13+42.10 -- (PRIVATE) 34.90LF - 6" PVC SDR 35/26 SAN. SEW. @ 1.00% (PRIVATE) STA. 10+34.90 BLDG. CONN. STA. 10+24.90 PROPOSED CLEANOUT STA. 10+00.00 EX. SANITARY M/H 6" SAN. LAT. FROM EX. M/H TO BLDG. CONN. @ STA. 10+34.90 -- (PRIVATE) FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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 DETAILSC-19C-19.DWGDDDN/ADDDDESCRIPTION09-30-2025 02-20-2025JOB NO.: 21-13170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAFREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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.: 21-13 C-20C-20.DWGDDDN/ADDDDESCRIPTION09-30-2025 02-20-2025170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAFREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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.: 21-13 C-21C-21.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 EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION). 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.DESCRIPTION02-20-202509-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAFREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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.: 21-13 C-22C-22.DWGDDDN/ADDDDESCRIPTION02-20-202509-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAFREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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.: 21-13 C-23C-23.DWGDDDN/ADDDDESCRIPTION02-20-202509-30-2025 SCC #1 Q2 = 3.50 CFS Q10 = 4.93 CFS 2-YR VEL. = 1.84 FT/S 10-YR. DEPTH = 0.62' LINING = GRASS SCC #2 Q2 = 5.56 CFS Q10 = 7.90 CFS 2-YR VEL. = 1.88 FT/S 10-YR. DEPTH = 0.81' LINING = GRASS GRAVEL DIAPHRAGM DETAIL NOT TO SCALE PAVEMENT & SUBGRADE SECTION CLEAN WASHED GRAVEL 3" DROP NON-WOVEN GEOTEXTILE FABRIC 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAFREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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.: 21-13 C-24C-24.DWGDDDN/ADDDDESCRIPTION02-20-202509-30-2025 CROSS SECTION OF OUTLET 1.0'2:12:1(EXCAVATED) 67 CU. YD./ACRE 67 CU. YD./ACRE VARIABLE *1' * SEE PLATE 3.13-1 VARIABLE * VARIABLE * C-SCM-11-2 TEMPORARY SEDIMENT TRAP SOURCE: VA. DSWCv1.1 ORIGINAL GROUND ELEV. FILTER CLOTH ORIGINAL GROUND ELEV. CLASS I RIPRAPCOURSE AGGREGATE** 4'MAX OUTLET (PERSPECTIVE VIEW) EXCAVATED AREA ** COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE ** DIVERSION DIKE LENGTH (IN FEET) = 13' 6 X DRAINAGE AREA (IN ACRES) CLASS I RIPRAP FILTER CLOTH SEDIMENT TRAP #1 EL. = 782.50 EL. = 784.90 EL. = 786.60 CROSS SECTION OF OUTLET 1.0'2:12:1(EXCAVATED) 67 CU. YD./ACRE 67 CU. YD./ACRE VARIABLE *1' * SEE PLATE 3.13-1 VARIABLE * VARIABLE * C-SCM-11-2 TEMPORARY SEDIMENT TRAP SOURCE: VA. DSWCv1.1 ORIGINAL GROUND ELEV. FILTER CLOTH ORIGINAL GROUND ELEV. CLASS I RIPRAPCOURSE AGGREGATE** 4'MAX OUTLET (PERSPECTIVE VIEW) EXCAVATED AREA ** COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE ** DIVERSION DIKE LENGTH (IN FEET) = 9' 6 X DRAINAGE AREA (IN ACRES) CLASS I RIPRAP FILTER CLOTH SEDIMENT TRAP #2 EL. = 782.50 EL. = 784.90 EL. = 786.60 CROSS SECTION OF OUTLET 1.0'2:12:1(EXCAVATED) 67 CU. YD./ACRE 67 CU. YD./ACRE VARIABLE *1' * SEE PLATE 3.13-1 VARIABLE * VARIABLE * C-SCM-11-2 TEMPORARY SEDIMENT TRAP SOURCE: VA. DSWCv1.1 ORIGINAL GROUND ELEV. FILTER CLOTH ORIGINAL GROUND ELEV. CLASS I RIPRAPCOURSE AGGREGATE** 4'MAX OUTLET (PERSPECTIVE VIEW) EXCAVATED AREA ** COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE ** DIVERSION DIKE LENGTH (IN FEET) = 17' 6 X DRAINAGE AREA (IN ACRES) CLASS I RIPRAP FILTER CLOTH SEDIMENT TRAP #3 EL. = 786.25 EL. = 788.95 EL. = 790.75 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAFREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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.: 21-13 C-25C-25.DWGDDDN/ADDDDESCRIPTION02-20-202509-30-2025 170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAFREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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:BYJOB NO.: 21-13 C-26C-26.DWGDDDN/ADDDHANDICAPPED USE SYMBOL 3' 7' HANDICAPPED PARKING STALL STANDARD STOP SIGN HANDICAPPED USE SIGN CONCRETE SIDEWALK DETAIL WHEEL STOP DETAIL PLAN VIEW SECTION B-B SECTION A-A BAB A TURN-DOWN SIDEWALK DETAIL DESCRIPTION09-30-2025 CONSTRUCTION DETAILS02-20-2025170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VA3' 7' FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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:BYJOB NO.: 21-13 C-27C-27.DWGDDDN/ADDDDESCRIPTION09-30-2025 CONSTRUCTION DETAILS02-20-2025170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAFREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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:BYJOB NO.: 21-13 C-28C-28.DWGDDDN/ADDDDESCRIPTION09-30-2025 CONSTRUCTION DETAILS02-20-2025170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VAFREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD 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:BYJOB NO.: 21-13 C-29C-29.DWGDDDN/ADDDDESCRIPTION02-20-202509-30-2025 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 industrial with an employee vehicle and customer usage with commercial trucks. The traffic volume for the mainline is 1982 ADT with a posted 35 MPH speed limit. 2. The project is located at the intersection of Apple Valley Road (Rte. 652) and Shady Elm Road (Rte. 651) in Frederick County. 3. The work consists of installing a new paved access road to an existing entance on Apple Valley Road, closing an existing (unused) entrance on Apple Valley Road, and installing new 5' concrete sidewalk along both Apple Valley Road and Shady Elm Road. The existing road is a two lane section with approximate 12' lanes. 4. The work zone will be approximately 1700 feet in length along the property frontage. 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-53.0 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 will one existing (unused) entrance closed on Apple Valley Road, otherwise no existing entrances to adjoining properties will be affected. There is currently no pedestrian access impacted by the proposed 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.CONSTRUCTION DETAILS170 SHADY ELM ROAD BUILDING ADDITIONFREDERICK COUNTY, VASHADY ELM ROAD APPLE VALLEY ROAD FREDERICK COUNTY SP #12-25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025DDD2REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025DDD CADD FILE: DATE: REV. # SCALE: DATE 101 SHELBY CT. WINCHESTER, VA 22602 PHONE: 540.974.5157 FAX: 540.723.4868 EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY: BY SITE PROFFERSJOB NO.: 21-13C-30C-30.DWG DDD NO SCALE DDD DESCRIPTION09-30-202502-20-2025 170 SHADY ELM ROAD BUILDING ADDITION FREDERICK COUNTY, VAFREDERICK COUNTYSP #12-251 REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS05-19-2025 DDD 2 REVISIONS PER VDOT & FREDERICK COUNTY AGENCY COMMENTS09-30-2025 DDD