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HomeMy WebLinkAbout15-24 Site Plan (2)© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom SITE U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS0000.dwg PLOTTED: 8/29/2024 1:45 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS0000 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF1 78 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493MINOR SITE PLAN REV - APPROVED LOCATION MAP Scale: 1" = 2000'NORTHCALL 1-800-552-7001 CALL BEFORE YOU DIG ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA SECTION 56-265.17 REQUIRES THREE WORKING DAYS NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC. TICKET NUMBER(S): 05-07-2024PC1CONFORMED DWGS & MOD. WATER & SANITARYDLF 08-28-2024PC3DEMO ADJACENT PROPERTY (PIN 91-A-86)KLM SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602COVER SHEETSHEETZ MIDDLETOWNMINOR SITE PLAN REVISIONRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTLOCAL UTILITIES RAPPAHANNOCK ELECTRIC CO-OP 137 KELLEY COURT FRONT ROYAL, VIRGINIA 22630 (540) 662-2037 VERIZON 404 HILLANDALE LANE WINCHESTER, VIRGINIA 22602 (540) 665-3156 COMCAST COMMUNICATIONS 195 RAINVILLE ROAD WINCHESTER, VIRGINIA 22602 (540) 504-0942 WASHINGTON GAS 350 HILLANDALE LN. WINCHESTER, VIRGINIA 22602 (540) 868-7913 FREDERICK WATER 315 TASKER ROAD STEPHENS CITY, VIRGINIA 22655 (540)868-1061 SITE DEVELOPMENT NOTES 1. TOPOGRAPHIC INFORMATION SHOWN HERON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED SEPTEMBER 7, 2021. BOUNDARY INFORMATION IS BASED AND PLATS OF RECORD THEN ORIENTED TO THE SURVEY BASED ON PROPERTY CORNERS FOUND. 2. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. 3. HORIZONTAL ORIENTATION IS BASED ON VA NAD 83 NORTH ZONE STATE GRID; VERTICAL DATUM IS BASED ON NAVD 88 ELEVATIONS ESTABLISHED USING GPS METHODS. 4 THIS MAP HAS BEEN ORIENTED TO THE VIRGINIA COORDINATE SYSTEM OF 1983, NORTH ZONE, NAD83(NA2011) EPOCH 2010.00, USING A REAL TIME NETWORK (RTN) GPS. WETLANDS AND OTHER WATERS OF THE U.S. (I.E., STREAMS) FLAGS, DATA POINTS, AND THE MONUMENTATION SHOWN WERE LOCATED IN THE FIELD USING RTN GPS AND CONVENTIONAL SURVEY METHODS. ACCURACY OF FIELD LOCATIONS OF WETLANDS MEETS OR EXCEEDS THE STANDARDS SET BY THE U. S. ARMY CORPS OF ENGINEERS MEMO CENAO-CO-R, DATED SEPTEMBER 30, 1998. FIELD LOCATIONS WERE COMPLETED ON OCTOBER 21, 2021. 5. THE BOUNDARY LINE INFORMATION SHOWN HEREON IS FOR INFORMATION PURPOSES ONLY AND DOES NOT CONSTITUTE A BOUNDARY SURVEY BY WETLAND STUDIES AND SOLUTIONS, INC. (WSSI). MONUMENTATION, INCLUDING TRAVERSE STATIONS AND FLY POINTS, SHOWN ON THIS DRAWING SHOULD BE USED TO ORIENT WETLAND LOCATIONS TO ANY FUTURE BOUNDARY, TOPOGRAPHIC, OR LOCATION SURVEY. 6. GEOTECHNICAL REPORT PREPARED BY TRIAD ENGINEERING, DATED SEPTEMBER 7, 2022. 7. DELETED. 8. CONTRACTORS TO MAINTAIN TRAVELWAYS FOR CONFIDENCE LANE TRIPS DURING CONSTRUCTION. 9. TOPOGRAPHY SHOWN ON SIVERTSEN (PIN # 91-A-86) IS BASED ON LIDAR TOPOGRAPHY AND NOT FIELD LOCATED TOPOGRAPHY. 10. WETLAND DELINEATION SHOWN ON PLAN. WARNING FENCE TO BE PROVIDED PRIOR TO CONSTRUCTION START. PREPARED FOR: OWNER/DEVELOPER SHEETZ, INC. 5700 SIXTH AVENUE ALTOONA, PENNSYLVANIA 16602 1-800-487-5444 SHEETZ MIDDLETOWN   MINOR SITE PLAN REVISION SP #15-24 OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA ORIG. SITE PLAN #59-22 APPROVAL: 11-27-2023 INITIAL SUBMISSION: APRIL 5, 2024 REVISED SUBMISSION: AUGUST 28, 2024 AGENCY REVIEW & APPROVAL TRACKING 04-05-2024 PLAN, FIRE, INSP, PW, FW, VDH 04-16-2024 INSP (APPROVED) 04-18-2024 FW (APPROVED) 04-19-2024 FIRE (APPROVED) 04-30-2024 PUBLIC WORKS (APPROVED) 05-07-2024 VDH (APPROVED) 05-07-2024 PLAN RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. NAME:_____________________________________________________ CERTIFICATION #:___________________________________________ DATE: _____________________________________________________ APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE ________________________________________________________________________________ APPROVED BY DATE SHEET INDEX PG SHEET TITLE 1 CS0000 COVER SHEET 2 CS0001 GENERAL NOTES & LEGENDS 3 CS0002 SHEETZ GENERAL NOTES 4 CS1000 EXISTING CONDITIONS AND DEMOLITION PLAN 5 CS1001 BORING LOCATION PLAN 6 CS2000 EROSION AND SEDIMENT CONTROL NARRATIVE 7 CS2101 EROSION AND SEDIMENT CONTROL PLAN PHASE I 8 CS2102 EROSION AND SEDIMENT CONTROL PLAN PHASE I 9 CS2103 EROSION AND SEDIMENT CONTROL PLAN PHASE I 10 CS2200 EROSION AND SEDIMENT CONTROL PLAN PHASE II OVERALL 11 CS2201 EROSION AND SEDIMENT CONTROL PLAN PHASE II 12 CS2202 EROSION AND SEDIMENT CONTROL PLAN PHASE II 13 CS2300 PRE-DEVELOPMENT DRAINAGE AREA MAP 14 CS2301 POST-DEVELOPMENT DRAINAGE AREA MAP 15 CS2500 EROSION AND SEDIMENT COMPUTATIONS 16 CS2501 EROSION AND SEDIMENT CONTROL DETAILS 17 CS3050 RELIANCE ROAD GEOMETRIC PLAN 18 CS3051 RELIANCE ROAD GRADING PLAN 19 CS3052 CONFIDENCE LANE PLAN AND PROFILE 20 CS3100 SIGHT DISTANCE 21 CS3110 GUARDRAIL DESIGN 22 CS3200 TYPICAL ROAD SECTIONS 23 CS3201 RELIANCE ROAD SECTIONS 24 CS3202 RELIANCE ROAD SECTIONS 25 CS3203 RELIANCE ROAD SECTIONS 26 CS3204 RELIANCE ROAD SECTIONS 27 CS3205 RELIANCE ROAD SECTIONS 28 CS3206 RELIANCE ROAD SECTIONS 29 CS3207 RELIANCE ROAD SECTIONS 30 CS3300 MOT PLAN 31 CS3400 ROAD STRIPING PLAN 32 CS3401 ROAD STRIPING PLAN 33 CS3420 PARKING LOT STRIPING PLAN 34 CS3450 VEHICLE TRACKING 35 CS4000 OVERALL PLAN 36 CS4001 SITE PLAN 37 CS4002 SITE PLAN 38 CS4003 SITE PLAN 39 CS4101 GRADING PLAN 40 CS4102 GRADING PLAN 41 CS4103 GRADING PLAN 42 CS4104 GRADING PLAN 42A CS4105 GRADING PLAN 43 CS4500 SITE DETAILS 44 CS4501 SITE DETAILS 45 CS4502 SITE DETAILS 46 CS4503 SITE DETAILS 47 CS5001 UTILITY PLAN 48 CS5002 UTILITY PLAN 48A CS5003 UTILITY PLAN DETAIL 49 CS5100 SANITARY FORCEMAIN PROFILE 50 CS5101 SANITARY SEWER AND WATER PROFILES 51 CS5500 WATER AND SANITARY SEWER DETAILS 52 CS5501 WATER AND SANITARY SEWER DETAILS 53 CS5502 DRY UTILITIES DETAILS 54 CS6100 STORM PROFILES 55 CS6101 STORM PROFILES 56 CS6102 STORM PROFILES 57 CS6103 STORM PROFILES 58 CS6104 STORM PROFILES 59 CS6200 STORM COMPUTATIONS 60 CS6201 STORM COMPUTATIONS 61 CS6202 STORM COMPUTATIONS 62 CS6203 STORM COMPUTATIONS 63 CS6204 STORM COMPUTATIONS 64 CS6205 STORM COMPUTATIONS 65 CS6500 STORM DETAILS 66 CS6501 STORM DETAILS 67 CS6502 STORM DETAILS 68 CS6550 SWM UNDERGROUND STORAGE DETAILS 69 CS6551 SWM MAINTENANCE 70 CS7000 LANDSCAPE PLAN 71 CS7500 LANDSCAPE DETAILS 72 CS8000 LIFE SAFETY PLAN 73 CS8100 LIGHTING PLAN 74 CS8101 LIGHTING DETAILS 75 CS8102 LIGHTING DETAILS 76 CS9000 RETAINING WALL PLAN AND DETAILS 77 CS9500 WETLANDS DELINEATION REVISION / PLAN CHANGE PC1 - 05-07-2024     08-28-2024       DAVID L. FRANK Lic. No.1061 DELETED NEW NEW PC2 - 05-17-2024PC3 - 08-28-2024 INV. (680. 9 1 ) 10"CMP INV. (687.26)INV. (687.50) WTP 15" CMPINV. (690.17) STOP STREET MSP MB 15" TW. MSP MSP MSP 15" CMP INV. (690.92) STREET STOP 60" CMP INV. (681. 8 1 ) INV. (693.55) GA INV. (68 9 . 5 3 ) (SILTED ) GRATE ( 7 0 5 . 1 3 ) IN (694. 7 3 ) OUT (694 . 5 3 )GRAVELGRAVEL DRIVEWAYN 31° 1 2 ' 3 2 " W 4 0 7 . 7 9 'N 58°47'28" E 210.01'N 31° 1 2 ' 3 2 " W 1 4 4 . 0 0 'N 12°09'32" W 95.01'N 31° 1 2 ' 3 2 " W 1 9 7 . 5 0 ' N 39°57'20" W 2 6 5 . 0 9 ' N 1 4 ° 3 6 ' 1 8 " E 2 4 9 . 6 2 'N 28°05 '08" E 367 .74 'N 38°14'28" E 348.82'S 43°01'52" E 928.30'S 43°01'04" W 1065.55'2 8 . 9 9 ' N 1 4 ° 3 6 ' 1 8 " E PIN 91-2-A 18.0504 ACRES ZONED: B2 USE: COMMERCIAL PIN 91-2-B 1.4527 ACRES ZONED: B2 USE: COMMERCIAL N 43°13'08" E 2.02' RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3N. BUCKTON RD . - RT -842 (VAR IABLE W IDTH R /W ) PIN 91-A-89C GORES RENTAL, LLC INST. 050003737 ZONED: RA USE: RESIDENTIAL PIN 91-A-89 GORES RENTAL, LLC INST. 050003737 ZONED: RA USE: RESIDENTIAL PIN 91-A-85 MADA, LC INST. 110000002 ZONED: RA USE: AGRICULTURAL IPF CMF IRF IPFCMF IRF IPF CMF IPF IRT S1 N=7056998.544 E=11548525.861 ELEV.=709.96 TRAV. S1102 N=7057612.661 E=11548750.375 ELEV.=689.68 EX. COMM O N W E A L T H O F V I R G I N I A DRAINAGE E A S E M E N T DB 288 PG 2 9 4 HWY PB 3 P G 2 8 8 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 82NB ON RAMPNB OFF RAMP - EXIT 302I-81 - NBLRCP TM 91-A-57 MIDDLETOWN PROPERTIES LLC TM 91 ((A)) LOT 57. RESERVE DRAINFIELD SITE 4 1 ' 50'53'55'69'53' 54' 1 2 3 4 5 6 7 8 9 1279'79'94'31' 104'96' 10 14 17 13 16 15 111'100'91' 101' RESERVE DRAINFIELD SITE RCP TOP (689.44) (SILTED) INV. (665.83) 2 4 " CM P INV. (666.80) INV. (669.68)INV. (670.87) WSP 12" CMP GRAV E L ASPHALTCATTLE GUARD MSP 24" CMPINV. (686.14) INV. (685.66) WP MSP WPP (GUY) WTPGAGA WPP 18" CMP INV. (689.83) INV. (688.81) WPPWTP WPWPP (GUY)WPP WTP WTP WPP 12"WSP MB WSP WPP 10"WTP WPP WPP MB GA GAGA GA MB INV. (695.21)15" CMPINV. (694.87)GRAVELGRAVELASPHALT 15" TW. 15" 24"18" CO WELL CAP INV. (695.67)INV. (695.40) TRB GRAVEL15" CMP DRAINFIELD SITE RELIAN C E R O A D - R T - 6 2 7 R/W VA R I E S - 4 5 M P H ( P O S T E D ) CLASS G S - 3 CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITCONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITPIN 91-A-86 SHEETZ INC INST. 230010142 ZONED: RA USE: VACANT EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE)EX GUARD RA IL EX G U A R D R A I LEX GUARD RA IL EX GUARD RA IL EX. EOP EX. EOP EX. EOP EX. EO P EX. CG - 6 EX. CG - 6 EX. EOP EX. EOPEX. EOP EX. EO P E X . E O P EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. RO W EX. RO W EX. R O WEX. ROW EX. ROW EX. ROW PIN 91-A-86 SHEETZ INC INST. 230010142 ZONED: RA USE: VACANT 1C 1C 1C 1C 3B 1B 1B 33 LF EX 15" CMP TO BE REMOVED EX 24" TO BE FILLED AND REMAIN IN PLACE (2) EX POWER POLES TO BE RELOCATED EX POWER POLE TO BE RELOCATED 16 LF EX 10" CMP TO BE REMOVED 160 LF EX GUARDRAIL TO BE REMOVED AND REPLACED EX CATTLE GUARD TO BE REMOVED EX 15" CULVERT TO BE REMOVED EX. EP EX. EPEX. EP EX. EP EX. EP EX. CG EX. CG EX. DOUBLE YELLOW STRIPING EX. DOUBLE YELLOW STRIPING STOP BAR EX. WHITE STRIPING EX. DOUBLE YELLOW STRIPING (TO BE VACATED) (TO BE VACATED) 1,247 SF HOUSE TO BE REMOVED67568068 5 6 9 0 6 9 5 6726736746766776786796 8 1 6 8 2 6 8 3 6 8 468 6 6 8 7 6 8 8 6 8 9 6 9 1 6 9 2 6 9 3 6 9 4 6 9 6 695 691 6916 9 2 693 69 4 696 697 698 6 9 9 6 8 5 6906 8 6 6 8 7 6 8 8 6 8 9 6756806856906906956 9 5700705 710715 695695690700685690695685680 675700700690 694 692 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS1000.dwg PLOTTED: 8/28/2024 2:44 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS1000 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAM SHEET APPROVED BY OF 78 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 60'120'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHMINOR SITE PLAN REV - APPROVED 08-28-2024PC3DEMO ADJACENT PROPERTY (PIN 91-A-86)KLM SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602EXISTING CONDITIONS AND DEMOLITION PLANSHEETZ MIDDLETOWNMINOR SITE PLAN REVISIONRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTNOTE: TOPOGRAPHY SHOWN ON ADJACENT SHEETZ PROPERTY (PIN# 91-A-86) IS BASED ON LIDAR TOPOGRAPHY AND NOT FIELD RUN TOPOGRAPHY 4     08-28-2024       DAVID L. FRANK Lic. No.1061 INV. (687.26) STREET MSP MSP MSP INV. (68 9 . 5 3 ) (SILTED )GRAVEL DRIVEWAYN 31° 1 2 ' 3 2 " W 4 0 7 . 7 9 'N 58°47'28" E 210.01'N. BUCKTON RD . - RT -842 (VAR IABLE W IDTH R /W ) IPF 1076 23D RESERVE DRAINFIELD SITE 4 1 '55'69'53' 1 2 5 7 8 9 1279'79'94'RCP DRAINFIELD SITE CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITEX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. CG- 6 E X . E O P EX. R O WEX. ROW 1.5 1.4 15" HDPE15" HDPE20' STRM ESMT 20' STRM ESMT UD-4 UD-4 CONNECT TO INLETS RD15 RD16 RD17 RD18 RD19 RD20 STOPNO PARKING LOADING ZONE DOUBLE36 UNDERGROUND STORAGE TANK FIELD 5'R 5'R20'R50'R50'R40' FC 18'18'C&G OC&G OCONCRETE BARRIER CROSSWALK TRASH ENCLOSURE CLEARANCE BAR MENU BOARD TANK VENT(S) TANK APRON(S) TANK ISLAND (TYP)STOPDIESEL OUTBUILDING TRASH ENCLOSURE CROSSWALK DRIVE-THRUDRIVE THRU PICK-UP ZONE PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY CURB C CURB C CURB CCURB CC&G O-SPC&G OC&G OC&G O-SP C&G O-SP C&G OC&G O-SPC&G O-SP41' ACC. ESMT.5,800 VPDPROP. 5 0 F T B L D G S T B KPROP. 35 FT BLDG STBK CURB CCURB BNO PARKING LOADING ZONEAIRAIRSKY SIGN BASE (Ø = 4'-1") HT=55' BASE ELEV = 700.0' TOP ELEV = 755.0' MAX ELEV =760' (AMSL) REF : §165-704.01 - §165-704.05 SITE LIGHTCURB CFLAG POLEOWS VENT AUTO DOORYIELD DRIVE THRU 2'R 25'R 32'R 2'R 15'R2'R3' R 10'R2' R 3'R CG 9 B CG-12ACG-12ACG-12ADS DS DS DS DS DS DS DS DS DS DS AUTO5' CONC S/W25'R 25'R 31'R 45'R 3'R 5'R5'R 12' R 25'R50'R50'RC&G OCURB C 2'R2'R2'R2'RC&G O-SP ORDER POINT R1-1 SIGN R1-5a SIGNSTOP PROPANE EXCHANGE 20K GAL. FUEL TANK12K GAL. FUEL TANK30K GAL. FUEL TANK30K GAL. FUEL TANK67+0068+0069+00428' WB L A N E T R A N S I T I O N 6' WIDENING (LEN = 62.5')CG-6CG-6CG-6CG-6CG-625'R1 0 ' R 3'R25'R49'R 10'R2' R CG- 6 2' R 25'R3' 3' PR. GDR L - M G S 2 ( ± 5 0 L F ) SEE CS3 0 5 0 A 6'PVMT TR A N S ( 4 5 ° ) MAT. EX E O P PR. GDR L - M G S 2 ( ± 5 0 L F ) SEE CS3 0 5 0 A 56 ' R CG-612'12'18'EOP18.7'EX5' SWLK12'EOP41' ACC. ESMT.PR. GRADING, DRAINAGE& SLOPE MAINTENANCE ESMT.63+99.71 (52.15' R)67+58.46 (51.83' R)PR. RO WSAW-CUT & MAT. EX PVMT℄ WP-2 TRNS5' SWLK SIGNEND OF S I D E W A L K BEG. NO S E D D O W N C U R B TERMINA T I O N O V E R 4 ' PR. GDR L - M G S 1 A (TOTAL ± 3 2 5 L F ) SEE CS3 0 5 0 A TRASHCANS (2)TRASHCANS (2)TRASHCANS (2)PR LIGHT POLE (TYP)C&G O17.2'638.1' (RT)30.0' (FR)932.3' (REAR)60.9' (LT) 1 0 ' S B C K ( S IG N ) 10' SB C K ( S I G N ) SKY SIGN (ELEVATED OUTLINE) 24'-0" X 3'-8" 6' OPAQUE FENCE 6' OPAQUE FENCE 2,500 GAL.GREASE TRAPE-ONE GRINDER PUMP STATION SHEETZ O W N E D SEWER L A T E R A L FRED W A T E R O W N E D SEWER L A T E R A L PRIVAT E F O R C E D S E W L A T E R A L - S H E E T Z O W N E D 1.5" 200 p s i C T S P E T FRED W A T E R E S M T 1.5" 200 psi CTS PET10+0011+0012+0013+0014+0014+89 10+0011+0012+0012+612-4" COMCAST 2-4" VERIZON 3-6" ELEC DUCTBANK1-4" ELEC10' UTILESMTET PROPOSED ELECTRIC TRANSFORMER PROP UGND ELECFHWW U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS3420.dwg PLOTTED: 8/29/2024 1:46 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS3420 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHMINOR SITE PLAN REV - APPROVED 08-28-2024PC3DEMO ADJACENT PROPERTY (PIN 91-A-86)KLM SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602PARKING LOT STRIPING PLANSHEETZ MIDDLETOWNMINOR SITE PLAN REVISIONRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF33 78     08-28-2024     DAVID L. FRANK Lic. No.1061 INV. (680. 9 1 ) WTP STOP STREET MSP MB MSP MSP 15" CMP INV. (690.92) STREET STOP 60" CMP INV. (681. 8 1 ) INV. (693.55) GAGRAVELGRAVEL DRIVEWAYN 31° 1 2 ' 3 2 " W 4 0 7 . 7 9 'N 58°47'28" E 210.01'RELIANCE ROAD - RT-627 R/W VARIES - 45 MPH (POSTED) CLASS GS-3N. BUCKTON RD . - RT -842 (VAR IABLE W IDTH R /W ) PIN 91-A-89C GORES RENTAL, LLC INST. 050003737 ZONED: RA USE: RESIDENTIAL PIN 91-A-89 GORES RENTAL, LLC INST. 050003737 ZONED: RA USE: RESIDENTIAL PIN 91-A-85 MADA, LC INST. 110000002 ZONED: RA USE: AGRICULTURAL CMF IRF IPFCMF IRF IPF CMF IPF IRT S1 N=7056998.544 E=11548525.861 ELEV.=709.96 TRAV. S1102 N=7057612.661 E=11548750.375 ELEV.=689.68 EX. COMM O N W E A L T H O F V I R G I N I A DRAINAGE E A S E M E N T DB 288 PG 2 9 4 HWY PB 3 P G 2 8 8 NB ON RAMPNB OFF RAMP - EXIT 3021004 23D 1076 23D RCP TM 91-A-57 MIDDLETOWN PROPERTIES LLC TM 91 ((A)) LOT 57. ZONE B2 RESERVE DRAINFIELD SITE 4 1 ' 50'53'55'69'53' 54' 1 2 3 4 5 6 7 8 9 1279'79'94'31' 104'96' 10 14 17 13 16 15 111'100'91' 101' RESERVE DRAINFIELD SITE TOP (689.44) (SILTED) INV. (665.83) 2 4 " CMP INV. (666.80) INV. (669.68)INV. (670.87) WSP 12" CMP GRAVE L ASPHALTMSP 24" CMPINV. (686.14) INV. (685.66) WP MSP WPP (GUY) WTPGAGA WPP 18" CMP INV. (689.83) INV. (688.81) WPPWTP WPWPP (GUY)WPP WTP WTP WPP 12"WSP MB WSP WPP 10"WTP WPP WPP MB GA GAGA GA MB INV. (695.21)15" CMPINV. (694.87)GRAVELGRAVELASPHALT 15" TW. 15" 24"18" CO WELL CAP INV. (695.67)INV. (695.40) TRB GRAVEL15" CMP DRAINFIELD SITE CONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITCONFIDENCE LANEPRIVATE ACCESS DRIVE15 MPH POSTED SPEED LIMITPIN 91-A-86 SHEETZ INC INST. 230010142 ZONED: RA USE: VACANT EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. EOP EX. EOP EX. EOP EX. EO P EX. CG- 6 EX. CG - 6 EX. EOP EX. EOPEX. EOP EX. EO P E X . E O P EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. RO W EX. RO W EX. R O WEX. ROW EX. ROW EX. ROW PIN 91-A-86 SHEETZ INC INST. 230010142 ZONED: RA USE: VACANT UNDERGROUND STORM FACILITY ISOLATOR ROW 1.5 1.4 15" HDPE1.3 15" HDPE1.2 24" HDPE1.1 24" HDPE 24" HDPE 1.0 3.0 18" HDPE2.2 15" HDPE2.1 18" HDPE2.0 15" HDPE18" H D P E 10" HDPE TD1 4.4 15" HDPE 15" HDPE4.2 4.5 9.0 18 " H D P E 30" HDPE 5.11 5.10 15" RCP CL III5.115" HDPE 30"HDPE5.4 5.3 24" HDPE5.2 24" HDPE24" HDPE6.1 15" HDPE5.5 24" HDPE5.624" HDPE 6.0 15" HDPE 18" HDPE5.7 5.8 8.0 15" HDPE 2.3 TRENCH DRAIN 1 TRENCH DRAIN 2 10.3 30" HDPE 10.0 30" HDPE 5.0 4.3 STRM ESMT 20' STRM ESMT STRM ESMT 20' STRM ESMT 20' STRM ESMT 10.210.2A 2.1A OW-A 11 10" HDPE10" HDPE 11.1 6" HDPE OW-B 6" HDPER4 R3 R2 R1 CO1 8" PVC 10.130" HDPE30" HDPE30" HDPE15" HDPE18" HDPE30" HDPE R20R19R18R17 R16 R15 R14 R13 R12 8" PVCR11 R10 8 " P V C R53 R52 8" PVCR51 6 IN PVC TYP ALL 6" ROOF DRAINS TERMINATE 5' FROM BLDG15" HDPEC1AC115" HDPE I-136 UD90 12" HDPE 8" HDPE 6" HDPE4" HDPE6" HDPE4" HDPE RD01 RD02 RD03 RD04 RD05 RD06 RD07 RD08 RD09 RD10 RD11 RD12 RD13 RD14 RD15 RD16 RD17 RD18 RD19 RD20 4.1 425'INACTIVEBUFFER25'ACTIVEBUFFERTYPE BZONING BUFFER50' FULL SCREEN48.5'48.5'100'35'NO PARKING LOADING ZONE PROP. 60 FT BLDG STBK 5'R 5'R20'R 50'R50'R2' R 36'CONCRETE BARRIER 40' PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY642.74'473.26'263.33'155.34'C&G O5,800 VPDPROP. 5 0 F T B L D G S T B KPROP. 35 FT BLDG STBKPROP. 35 FT BLDG STBKPRO. UNDERGROUND STORAGE TANK N=7,057,338.6 E=11,549,395.7 PRO. BAYFILTER N=7,057,508.5 E=11,549,306.3 NO PARKING LOADING ZONESKY SIGN BASE (Ø = 4'-1") HT=55' BASE ELEV = 700.0' TOP ELEV = 755.0' MAX ELEV =760' (AMSL) REF : §165-704.01 - §165-704.05 6' OPAQUE FENCE 2'R 25'R32'R 2'R 15'R 2'R10'R38'R20'R3' R10'R2' R 3'R 25' R 25'R31'R 45'R 3'R 5'R5'R 12 ' R 25'R50'R50'R5'R10'R45'R3'R25'R55'R2'R2'R2'R2'R96.33'96.33'FUTURE RELOCATIONOF BUCKTON ROADPER FREDERICKCOUNTYCOMPREHENSIVE PLANBEG. CONSTRUCTIONSTA 55+00END CONSTRUCTIONSTA 71+0069+54.8161+40.7657+87.7355+25BEG. TRAN60+65.7654+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0071+0071+53PC 53+27.85PT 56+69.46PC 58+70.23PT 63+81.69PI 69+51.77PI 70+48.6455+41.13 (12.40' R)MAT. EX EPEX. EOP 62+07.2264+57.2266+57.2270+85.22CG-7 CG-7 7 5 ' RCG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-625'R 1 0 ' R 3'R25'R49'R 10'R2'RCG- 6 2' R 25'R2'R 2 5 ' R CG-7 5 6 ' R CG-7 80'R CG-65 0 ' R50'R 57+94.70 (37.88' R)63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROW PR. RO W ℄ ℄ WP-2 WP-2 WP-2 WP-2 WP-263+57 (26.00' R)CG-7TRNSEO P CG-6CG-7TRNS239.4 5'255.24'152.87'122.92'677.15'6' OPAQUE FENCE 6' OPAQUE FENCE 6" PVC SAN LAT2,500 GAL.GREASE TRAP6" PVC SAN LAT10+0011+0012+0013+0014+0014+89 10+0011+0012+0012+61FHWWU:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4000.dwg PLOTTED: 8/28/2024 2:45 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4000 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 60'120'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHMINOR SITE PLAN REV - APPROVED 05-07-2024PC1CONFORMED DWGS & MOD. WATER & SANITARYDLF 08-28-2024PC3DEMO ADJACENT PROPERTY (PIN 91-A-86)KLM SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602OVERALL PLANSHEETZ MIDDLETOWNMINOR SITE PLAN REVISIONRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICT(LOT PAVEMENT / DUMPSTER PAD) CONCRETE PAD NTS 6" FIBER REINFORCED CEMENT CONCRETE PAVEMENT (4,000 PSI) 8" AGGREGATE STONE BASE COMPACTED SUBGRADE (TRUCK/ DIESEL) ASPHALT PAVEMENT NTS (TYPICAL) ASPHALT PAVEMENT NTS 1 1 2" WEARING ASPHALT COURSE 4 1/2" ASPHALT bCBC COURSE COMPACTED SUBGRADE 8" AGGREGATE STONE SUBBASE CONCRETE SIDEWALK NTS 4" CONCRETE 4" DENSE GRADED STONE (21B) COMPACTED SUBGRADE 2" WEARING ASPHALT COURSE 5" ASPHALT bCBC COURSE COMPACTED SUBGRADE 8" AGGREGATE STONE SUBBASE (RELIANCE ROAD) ASPHALT PAVEMENT NTS SEE SHEET CS3200 SHEET OF35 78     08-28-2024       DAVID L. FRANK Lic. No.1061 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS4502.dwg PLOTTED: 8/28/2024 3:03 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS4502 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493MINOR SITE PLAN REV - APPROVED 05-07-2024PC1CONFORMED DWGS & MOD. WATER & SANITARYDLF 08-28-2024PC3DEMO ADJACENT PROPERTY (PIN 91-A-86)KLM SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602SITE DETAILSSHEETZ MIDDLETOWNMINOR SITE PLAN REVISIONRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTNOT TO SCALE STOP SIGN - DETAIL HANDICAP SIGN DETAIL NOT TO SCALE TRUCK ENTER TRUCK EXIT ALL TRUCKS TRUCK SIGNAGE DETAILS NOT TO SCALE SHEET OF45 78     08-28-2024       DAVID L. FRANK Lic. No.1061 "GAS PRICE" / MONUMENT SIGN REMOVED AT OWNER'S REQUEST SCREEN FENCE DETAIL 15" TW. PIN 91-A-89C GORES RENTAL, LLC INST. 050003737 ZONED: RA USE: RESIDENTIAL PIN 91-A-89 GORES RENTAL, LLC INST. 050003737 ZONED: RA USE: RESIDENTIAL PIN 91-A-85 MADA, LC INST. 110000002 ZONED: RA USE: AGRICULTURAL CMF IRF IPFCMF IRF IPF CMF IPF IRT S1 N=7056998.544 E=11548525.861 ELEV.=709.96 TRAV. S1102 N=7057612.661 E=11548750.375 ELEV.=689.68 EX. COMM O N W E A L T H O F V I R G I N I A DRAINAGE E A S E M E N T DB 288 PG 2 9 4 HWY PB 3 P G 2 8 8 EX. 10' C&P TELEPHONECO. ESMT - DB 326 PG 821004 23D 1076 23D TM 91-A-57 MIDDLETOWN PROPERTIES LLC TM 91 ((A)) LOT 57. ZONE B296'ASPHALT12" 10" ASPHALT 15" TW. 15" 24"18" CO WELL CAP TRB PIN 91-A-86 SHEETZ INC INST. 230010142 ZONED: RA USE: VACANT EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE) EX. WETLANDS (NO DISTURBANCE)EX GUARD RA IL EX GUARD RA IL EX. EOP EX. EOP EX. EOP EX. EO P EX. CG- 6 EX. CG - 6 EX. EOP EX. EOPEX. EOP EX. EO P E X . E O P EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. RO W EX. RO W EX. R O WEX. ROW EX. ROW EX. ROW PIN 91-A-86 SHEETZ INC INST. 230010142 ZONED: RA USE: VACANT UNDERGROUND STORM FACILITY UD-4 UD-4 UD-4 CONNECT TO INLETS UD-4 UD-4 RD15 RD16 RD17 RD18 RD19 RD20 STOPNO PARKING LOADING ZONE DOUBLE36 UNDERGROUND STORAGE TANK FIELD 5'R 5'R20'R 50'R50'R2' R 40' FC 18'18'C&G OC&G O(2) 6" CONC BOLLARDS CROSSWALK TRASH ENCLOSURE CLEARANCE BAR MENU BOARD TANK VENT(S) TANK APRON(S) TANK ISLAND (TYP)STOPDIESEL OUTBUILDING TRASH ENCLOSURE CROSSWALK DRIVE-THRUDRIVE THRU PICK-UP ZONE CONC BOLLARD (TYP) PROPOSED SHEETZ BUILDING 6,879 SF FFE 695.50 MAX HEIGHT 35' PROPOSED DIESEL PUMP CANOPY PROPOSED PUMP CANOPY 61.7'116.29'CURB C CURB C CURB CCURB CC&G O-SPC&G OC&G OC&G OC&G OC&G O-SP C&G O-SP C&G OC&G O-SPC&G O-SPPRO. UNDERGROUND STORAGE TANK N=7,057,338.6 E=11,549,395.7 PRO. BAYFILTER N=7,057,508.5 E=11,549,306.3 CURB CCURB BNO PARKING LOADING ZONEAIRAIRTRUCK EXIT SIGN TRUCK EXIT SIGN SKY SIGN BASE (Ø = 4'-1") HT=55' BASE ELEV = 700.0' TOP ELEV = 755.0' MAX ELEV =760' (AMSL) REF : §165-704.01 - §165-704.05 SITE LIGHTCURB CFLAG POLEOWS VENT AUTO DOOR 6' OPAQUE FENCE ENTER YIELDDRIVE THRU 2'R 25'R32'R 2'R 15'R 2'R"PRIVATE DRIVEWAY NO OUTLET" SIGN "ALL TRUCKS" SIGN10'R38'R20'R3' R10'R2' R 3'R CG 9 B CG-12ACG-12ACG-12ATRUCK ENTER SIGN TRUCK ENTER SIGN TRUCK EXIT SIGN DS DS DS DS DS DS DS DS DS DS DS AUTO5' CONC S/W25' R 25'R31'R 45'R 3'R 5'R5'R 12 ' R 25'R50'R50'R5'R10'R45'R3'R25'R55'RC&G OCURB C 2'R2'R2'R2'RTRUCK /AUTO ENTRANCE SIGN TRUCK /AUTO ENTRANCE SIGN C&G O-SP ORDER POINT R1-1 SIGN R1-5a SIGNSTOP PROPANE EXCHANGEYIELDSTOPFUTURE RELOCATIONOF BUCKTON ROADPER FREDERICKCOUNTYCOMPREHENSIVE PLAN20K GAL. FUEL TANK12K GAL. FUEL TANK30K GAL. FUEL TANK30K GAL. FUEL TANKTYPE III UNRESTRICTED BEG. CONSTRUCTIONSTA 55+00END CONSTRUCTIONSTA 71+00INTX SPACING = 353' (PRIV D/W) INTX S P A C I N G = 8 1 4 '69+54.8161+40.7657+87.73540' WB LANE TRAN S I T I O N 55+25BEG. TRAN60+65.7612'EX12'EX54+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0071+0071+53PT 56+69.46PC 58+70.23PT 63+81.69PI 69+51.77PI 70+48.6455+41.13 (12.40' R)MAT. EX EPEX. EOP 75'62+07.2264+57.22250' LT TU R N66+57.22200' LT T A P E R 12'12.7'EX428' WB L A N E T R A N S I T I O N70+85.226' WIDENING (LEN = 62.5')96' TAPER ( 8 : 1 ) CG-9D (9') CG-7 CG-7 7 5 ' RCG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-6CG-625'R 1 0 ' R 3'R25'R49'R 10'R2'RCG- 6 2' R 25'R2'R 2 5 ' R 3' 3' PR. GDR L - M G S 2 ( ± 5 0 L F ) SEE CS3 0 5 0 A CG-7 6'PVMT T R A N S ( 4 5 ° ) MAT. EX E O P PR. GDR L - M G S 2 ( ± 5 0 L F ) SEE CS3 0 5 0 A 5 6 ' R CG-7 80'R CG-612'12'12.5'14'EX12'EX12'12'12'12.5'EX12'12'EX13.3'EX12'18'EOP12'EOP18.7'EX5' SWLK 5' SWLK12'EOP12.5'EX14.3'EX5 0 ' R50'R 57+94.70 (37.88' R)63+99.71 (52.15' R)67+58.46 (51.83' R)PR. ROW PR. ROW PR. RO WSAW-CUT & MAT. EX PVMT℄ ℄ WP-2 WP-2 WP-2 WP-2 WP-263+57 (26.00' R)CG-7TRNSGRVL D/W (9') 5' SWLK SIGNEND OF S I D E W A L K BEG. NO S E D D O W N C U R B TERMINA T I O N O V E R 4 ' PR. GDR L - M G S 1 A (TOTAL ± 3 2 5 L F ) SEE CS3 0 5 0 A PR. ACCESS, DRAINAGE, GRADING AND MAINTENANCE EASEMENT TRASHCANS (2)TRASHCANS (2)TRASHCANS(2)TRASHCANS(2)TRASHCANS (2)PR LIGHT POLE W/ (4) BOLLARDS & (2) TRASHCANS PR LIGHT POLE (TYP) PR LIGHT POLE (TYP)C&G-01C&G-0C&G0-SP C&G0-SP C&G O17.2'638.1' (RT)30.0' (FR)932.3' (REAR)60.9' (LT) 1 0 ' S B C K ( S IG N ) 10' SB C K ( S I G N ) SKY SIGN (ELEVATED OUTLINE) 24'-0" X 3'-8" 6' OPAQUE FENCE 6' OPAQUE FENCE 2,500 GAL. GREASE TRAP OIL TANK CO CO CO 2,500 GAL.GREASE TRAPE-ONE GRINDER PUMP STATION REFER TO MEP DRAWINGS GREASE TRAP DETAILS CONNECT T O F W O W N E D F O R C E D L A T L SHEETZ O W N E D SEWER L A T E R A L FRED W A T E R O W N E D SEWER L A T E R A L IN-LINE F U L S H I N G A S S M . (FRED W A T E R O W N E D ) PRIVATE F O R C E D S E W L A T E R A L - S H E E T Z O W N E D 1.5" 200 p s i C T S P E T FRED W A T E R E S M T TO GREASE TRAP TO GREASE TRAP1.5" 200 psi CTS PETYARD HYDRANT 1" WATERLINE (TYP)YARD HYD (TYP) 1" CURB STOP (TYP) 2" CURB STOP 1" CURB STOP 1" WATERLINE (TYP)10+0011+0012+0013+0014+0014+89 10+0011+0012+0012+61WL-BWL-C CONNE C T T O 2" DOM W M E T E R 1.5" IRR G METER FH ASSM. W/BOLLARDS (4)FRED WATER OWNED SERV. LATLW/L "A" 8" DIP CL-52WATER LINE "B"2" 200PSI CTS PETZONING BUFFER A: 928 L F 50'MATUREWOODLANDSTO BE PRESERVEDMATURE WOODLANDS TO BE PRESERVED 832 LF CONFIDENCE LANE 41 LFBUFFER PLANTINGS 25.00'INACTIVEBUFFER25.00'ACTIVEBUFFER50'ZONINGBUFFERBUFFER PLANTINGS 2-4" COMCAST 2-4" VERIZON 3-6" ELEC DUCTBANK1-4" ELEC10' UTILESMTET PROPOSED ELECTRIC TRANSFORMER RELOCATED POWER POLE PROP UGND ELECRELOCATEDOVHD ELECPOWER POLE 2-4" COMCAST 2-4" VERIZON 3-6" ELEC DUCTBANK1-4" ELEC10' UTILESMTET PROPOSED ELECTRIC TRANSFORMER RELOCATED POWER POLE PROP UGND ELECRELOCATEDOVHD ELECPOWER POLE 20' FRED WATER ESMT12'AIRFHFRED WATER OWNEDSHEETZ O W N E D SEWER L A T E R A L FRED W A T E R O W N E D SEWER L A T E R A L FRED WATER ESMTPRIV. FORCED SEW LATERALSEE MINOR SITE PLAN REV.WW6' HIGH OPAQUE FENCE 25' ACTIVE BUFFER25' INACTIVE BUFFER 50' BUFFER PROPOSED SITEADJACENT SITE BUFFER PLANTINGS SEE CS7500 FOR PLANT TYPES AND QUANTITIES PLAN PROVIDE 3 PLANTS PER 10 LF (1 3 DECIDUOUS, 1 3 EVERGREEN, 1 3 SHRUBS) 50' 25' ACTIVE BUFFER 25' INACTIVE BUFFER 6' HIGH, OPAQUE FENCE PROPOSED SITE ADJACENT PROPERTY 10'5'2.5'2.5' LEGEND BUFFER (PROPOSED PLANTINGS) BUFFER (EXISTING MATURE WOODLANDS) 50' ZONING DISTRICT BUFFER NO SCALE SECTION U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS7000.dwg PLOTTED: 8/28/2024 2:45 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS7000 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 60'120'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHMINOR SITE PLAN REV - APPROVED 05-07-2024PC1CONFORMED DWGS & MOD. WATER & SANITARYDLF 08-28-2024PC3DEMO ADJACENT PROPERTY (PIN 91-A-86)KLM SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602LANDSCAPE PLANSHEETZ MIDDLETOWNMINOR SITE PLAN REVISIONRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTSHEET OF70 78     08-28-2024       DAVID L. FRANK Lic. No.1061 U:\Accounts\SHEEX\SHEEX21002 - Sheetz Middletown\DESIGN\_SHEETS\SDP\CS7500.dwg PLOTTED: 8/28/2024 2:46 PM, BY: Kelly Mallow PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CS7500 BYNO.DATEREVISIONSSHEEX21002 AS SHOWN TEAM 2022-10-05 RAMAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493MINOR SITE PLAN REV - APPROVED 08-28-2024PC3DEMO ADJACENT PROPERTY (PIN 91-A-86)KLM SHEETZ, INC.5700 SIXTH AVENUE | ALTOONA, PENNSYLVANIA 16602LANDSCAPE DETAILSSHEETZ MIDDLETOWNMINOR SITE PLAN REVISIONRELIANCE ROAD | MIDDLETOWN, VIRGINIA 22645OPEQUON MAGISTERIAL DISTRICTGENERAL CONDITIONS: SCOPE OF WORK THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS. NOTE: IF THE CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TOP BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE. STANDARDS A.ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA). B.PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS. C.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE. D.NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY. SUBSTITUTIONS:PRE-BID IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE MATERIAL SPECIFIED BY THE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS. SUBSTITUTIONS:POST-BID IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. UTILITIES AND UNDERGROUND FEATURES THE LANDSCAPE CONTRACT SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. A.IF THERE IS A CONFLICT WITH THE UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. DRAINAGE IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE SITUATION. WARRANTY A.THE STANDARD WARRANTY IS FOR A ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. AL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. B.BALLED AND BURLAPPED (B&B). 1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOT BALL OR AROUND THE TRUNK. 2. BALL SIZE SHALL BE IN ACCORDANCE WITH ANLA STANDARDS. 3. CALIPER AND HEIGHT MEASUREMENTS: IN SIZE GRADING B&B SINGLE-TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE THE GROUND LEVEL (UP TO INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL OF LARGER TREES. FOR MULTIPLE-TRUNK TRESS, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER. C.CONTAINER-GROWN STOCK 1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF PLANT. CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3 ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL-DEVELOPED AND WELL- DISTRIBUTED THROUGHOUT THE CONTAINER. 2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING AND MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: USING A KNIFE OR SHARP BLADE, MAKE 4-5 CUTS, 1" DEEP, THE LENGTH OF THE ROOT BALL, TO CUT ALL CIRCLING ROOTS. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION. 3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE INCH OF RAINFALL PER WEEK. A.PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION. B.ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS. C.TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24 HOURS WITHOUT ADEQUATE WATER TO INSURE ROOTS SURVIVAL. INSPECTION A.PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY. B.PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. C.STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST. PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS A.REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER. B.FOR UNTREATED PLASTIC CONTAINER GROWN PLANTS WITH CIRCLING ROOTS, USE A SHARP KNIFE TO MAKE 1" CUTS THE LENGTH OF THE ROOTBALL. C.PLANT SHRUB TO TREE A MINIMUM OF 1/8 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTING GRADE. D.APPLY A 2 TO 3" THICK LAYER OF APPROVED MULCH. KEEP MULCH 6" AWAY FROM THE TRUNK OF ALL TREES AND SHRUBS. E.PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE THE BAGS REMOVED DURING THE PLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY. MAINTENANCE OF LANDSCAPING NOTES: 1. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. 2. REASONABLE PROVISIONS SHALL BE MADE FOR PROTECTION FROM VEHICLES, PEDESTRIANS, OR SHOPPING CARTS. 3. DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR. 4. SHRUBS SHALL BE REPLACED AT A SIZE CONSISTENT WITH THAT OF EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. 5. TREES SHALL BE REPLACED AT A SIZE OF 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. 1. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. 2. ALL LANDSCAPING SHALL COMPLY WITH SECTION§165-203.01 LANDSCAPING REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 3. OWNER WILL ACCEPT FOR REVIEW, SUBSTITUTIONS FOR ALL LANDSCAPING PROVIDED THEY SATISFY APPLICABLE REGULATIONS. ADDITIONAL LANDSCAPING NOTES: LANDSCAPE CALCULATIONS: LANDSCAPED AREA/ OPEN SPACE CALCULATIONS TOTAL SITE AREA 838,630 SF LANDSCAPED AREA / OPEN SPACE REQUIRED 125, 795 SF (15%) LANDSCAPED AREA / OPEN SPACE PROVIDED 411,642 SF (48%) PARKING LOT LANDSCAPING PERIMETER LANDSCAPING PARKING LOT IMPERVIOUS AREA 416,200 SF REQUIRED PROVIDED PERIMETER PARKING LOT SHADE TREES 113 (1 PER 2,000 SF FOR 100, 000 SF + 1 PER 5,000 SF FOR REMAINDER 114 3' HIGH HEADLIGHT SCREENING YES YES INTERIOR LANDSCAPING TOTAL PARKING LOT AREA 416,200 SF PARKING SPACES 92 (49 CAR, 43 TRUCK) REQUIRED PROVIDED PARKING LOT LANDSCAPED AREA 20,810 SF (5.00%) 37,509 SF (9.01%) INTERIOR PARKING LOT SHADE TREES 9 (1 PER 10 SPACES) 9 PARKING LOT PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY TREES AR ACER RUBRUM 'OCTOBER GLORY'OCTOBER GLORY RED MAPLE 1 1/4" CAL. MIN.AS SHOWN 23 OV OSTRYA VIRGINIANA HOP HORNBEAM 1 1/4" CAL. MIN.AS SHOWN 34 QA QUERCUS ACUTISSIMA SAWTOOTH OAK 1 1/4" CAL. MIN.AS SHOWN 30 QC QUERCUS COCCINEA SCARLET OAK 1 1/4" CAL. MIN.AS SHOWN 19 ZS ZELKOVA SERRATA ' GREEN VASE'GREEN VASE JAPANESE ZELKOVA 1 1/4" CAL. MIN.AS SHOWN 17 SHRUBS BS BUXUS SEMPERVIRENS COMMON BOXWOOD 3 GAL. CONT. MIN./ 36" HT. MIN.4' O.C.135 * IM ILEX X MESERVAE 'BLUE GIRL' & 'BLUE BOY'BLUE GIRL & BLUE BOY HOLLY 3 GAL. CONT. MIN./ 36" HT. MIN.4' O.C.136 ZONING BUFFER A CATEGORY B BUFFER (25' ACTIVE / 25' INACTIVE) - FULL SCREEN LENGTH OF BUFFER 928 LF LENGTH OF PERSERVED MATURE WOODLANDS -832 LF WIDTH OF CONFIDENCE LANE -41 LF LENGTH OF BUFFER TO BE PLANTED 55 LF REQUIRED PROVIDED TOTAL PLANTS 17 (3 PER 10 LF)17 DECIDUOUS TREES 5 (1/3 OF TOTAL)5 EVERGREEN TREES 6 (1/3 OF TOTAL)6 SHRUBS 6 (1/3 OF TOTAL)6 6' OPAQUE HEDGE, FENCE, WALL, MOUND OR BERM YES YES (6' FENCE) BUFFER PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY BUFFER A DECIDUOUS TREES --ACER PALMATUM VAR ATROPURPUREUM 'BLOODGOOD'BLOOD GOOD JAPANESE MAPLE 1 1/4" CAL. MIN.AS SHOWN 0 --BETULA NIGRA 'DURA HEAT'DURA HEAT RIVER BIRCH 1 1/4" CAL. MIN.AS SHOWN 2 --CERCIS CANADENSIS EASTERN REDBUD 1 1/4" CAL. MIN.AS SHOWN 1 --LIQUIDAMBAR STYRACIFLUA 'WARD'CHEROKEE SWEETGUM 1 1/4" CAL. MIN.AS SHOWN 2 --PRUNUS YEDOENSIS 'AKEBONO'AKEBONO YOSHINO CHERRY 1 1/4" CAL. MIN.AS SHOWN 0 TOTAL 5 EVERGREEN TREES --CRYPTOMERIA JAPONICA JAPANESE CEDAR 4' HT AS SHOWN 2 --ILEX X 'NELLIE R STEVENS'NELLIE R STEVENS HOLLY 4' HT AS SHOWN 2 --PINUS STROBUS EASTERN WHITE PINE 4' HT AS SHOWN 2 --PSEUDOTSUGA MENZIESII DOUGLAS FIR 4' HT AS SHOWN 0 TOTAL 6 SHRUBS --HAMAMELIS VERNALIS WHITCHHAZEL 18" HT MIN.AS SHOWN 2 --CHIORANTHUS VIRGINICUS'WHITE FRINGETREE 18" HT MIN AS SHOWN 2 --PIERIS JAPONICA JAPANESE PIERIS 18" HT MIN AS SHOWN 2 --HIBISCUS SYRIACUS ALTHEA 18" HT MIN AS SHOWN 0 TOTAL 6 SHRUB PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL OR CONTAINER SIZE 2" OF MULCH CREATE A SAUCER SHAPE WITH MULCH TO HOLD WATER SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY TO PREVENT ROOT BALL FROM SHIFTING PRUNE ONLY DAMAGED OR DEAD BRANCHES TREE PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL SET TRUNK PLUMB L DO NOT MULCH WITHIN 6" OF TRUNK 3" OF MULCH SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROM SHIFTING SECURE GUYS WITH RUBBER HOSE TO TRUNK PRUNE ONLY DAMAGED OR DEAD BRANCHES *(2) 2"x2" WOOD STAKES SET AT 180° (ALT: STEEL FENCE POSTS) C NOTES: 1.*STAKE ONLY TO PREVENT WIND TIP OR WHEN PLANTING ON STEEP SLOPES 2. REMOVE ALL TAGS AND ROPES FROM BRANCHES AND ROOT BALL. PITCH FROM C OF PLANTING AREA TYPICAL MULCH EDGING DETAIL4" MIN.MULCH LAYER TOPSOIL L PROVIDE EDGE WITH CLEAN, CRISP SEPARATION BETWEEN MULCHED BED AND ADJACENT SURFACE CONDITIONS CUT EDGE MINIMUM 4" BELOW GRADE TO RECEIVE MULCH TURF, SIDEWALK, OR CURB 2" MIN. MULCH LAYER NOT TO SCALE EVERGREEN TREE PLANTING NOT TO SCALE 3x DIAMETER OF ROOT BALL SET TRUNK PLUMB L DRIVE STAKES AT AN ANGLE INSIDE OF SAUCER DO NOT MULCH WITHIN 6" OF TRUNK 3" OF MULCH CREATE A SAUCER SHAPE WITH MULCH TO HOLD WATER SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROM SHIFTING PRUNE ONLY DAMAGED OR DEAD BRANCHES C * PLANT 1 MALE PER 7 FEMALE SHRUBS. SHEET OF71 78     08-28-2024       DAVID L. FRANK Lic. No.1061