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HomeMy WebLinkAbout67-99 Powell's Plumbing (Airport Business Ctr. Sec. 2 - Parcel - 20) - Shawnee - Backfile (2)ABBREVIATIONS ASSY ASSEMBLY BF BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT FF FIRST FLOOR FFE FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6' HEADER CURB HP HIGH PINT HTR HEATER IPF IRON PIPE FOUND IRS IRON PIPE SET INV INVERT LP LOW POINT L T LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S NO PARKING SIGN NRT NO RIGHT TURN NITS NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE FL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED REDUCER R.O ROCK OUTCROP SAN SANITARY STD STANDARD T.B D TO BE DEMOLISHED TBR TO BE REMOVED T.B.P TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC XFMR ELECTRIC TRANSFORMER M/L WATERLINE WM WATER METER �✓PP WOOD POWER POLE ✓TP WOOD TELEPHONE POLE WATER VALVE 51R RADIUS IN FEET X0000 PROPOSED SPOT ELEVATION X0000 EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN PITCH TO BE 112' PER FOOT TRANSITION THE GLITTER OVER A 10' LENGTH (TYP) FREDERICK COUNTY, VIRGINIA t-81 a w - p CARPERS VALLEL GOLF CLUB BGFF � POWELLS PLUMBINGo ClC� R�q d 76 F 45 WINCHESTER AIRPORT BUSINESS CENTER p MUNICIPAL gJRAO�T AIRPORT SITE SECTION 2 PARCEL 20 BYRDAL a / DRIVE FREDERICK COUNTY VIRGINIA 'may 717 VICINITY MAP 1" = 2000' (;ENERAL NOTES 1. The property delineated on this pian is located on Muskoka Court adjacent to Airport Road in the Shawnee Magisterial District in the County of Frederick, Virginia. The developer of the property proposes to construct one building on approximately 1.0 acre. Presently, the lot is vacant. 2. Property Owner :1/ Powell's Investments,LLC 2 1 4 Waterloo Court - / Winchester, VA 22602" Telephone: 540-665-8196 3. Property Developer: Contact: Mr. Kevin Kenney Construction Management, Inc. 360-2 McGhee Road Winchester, Virginia ✓ 22603 Telephone: 540-665-0693 4. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 302 South Braddock: Street, Suite 200 Winchester, 'Virginia 22601 Telephone: (540) 662-5792� 5. Property boundary and topographic information shown on these plans was taken from aerial photography. A job BENCHMARK is located on the corner of a concrete utility pod at the intersection of Admiral Byrd Drive and Airport Road. The REFERENCE ELEVATION is 721.99. 6. Site Data Parcel Area: 1.0366 acres PIN: 64((A))45J Deed Book#:953 PG. 1422 Zoning. M-1 with Flex -Tech Overlay Use: Office and Storage for Building -related Construction Front Yard Setback: Required - 75' Provided - 115'+ Rear Yard Setback: Required - 25' Provided - 135'+ Side Yard Setback Required - 25' Provided - 36'+ Maximum Building Height: Allowed - 60' Proposed - 18'+/- Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 5,000 sf = 0.111 FAR 7. Environmental Features. Wetlands - No wetlands indicator plants and soils have been identified on the property. Flood plains - No flood plain has been identified on the property. Sinkholes - No sinkholes have been identified on this site. Steep Slopes - Steep slopes are defined by the Frederick County Code as slopes exceeding 15%. No steep slopes hove been identified on this site. Woodlands - Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves greater than 1 /4 acre. No woodlands have been identified on this site. 8. Storm water management, is addressed in a report by Pointer -Lewis, P.L.C. titled "STORM WATER MANAGEMENT REPORT", AIRPORT BUSINESS PARC, BUILDING A, dated June 6, 1999. 7. Landscaping Requirements: see Landscape Notes 8. Parking Space Requirements Property Line Setback: Required - 5' Provided - 5'+ Right-of-way Setback: Required - 25' Provided - 26'+ Warehouse space - 3,500 sf Required - 1 space per employee Number of employees 2; � spaces 2 , Office space - 1.500 sf Required - 1 space per 250 sf = 6 spaces ` - Company owned vehicles = 6 Total spaces required = Provided - 17 spaces including 1 ADA spaces Loading Space Requirements: Required - none 9. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29. HC romps off site shall be constructed per VDOT standards. CONSTRUCTION NOTES 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and (proper steps to protect the focility and assure the continuance of service. 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at all times. 3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. 4. Controlled Fills: A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as designated on the plans. B. Controlled fills shall be compacted to 98% density as determined by methods per standard proctor ASTM D 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the existing ground surface, unless otherwise approved 'in writing by a qualified soils engineer. D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the some density as the controlled fill to be placed thereon. E. Fill material shall be taken from approved borrow areas. It shall be clean s0)il, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. 5 Blastinq is n_�t permitted within 25 feet of e-fisting utilities without owner permission. 6 Storm sewer and pavement materials called for on the plans refer to standard VDOT designations. ?. No soils report was furnished for the project area. 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 9. The CONTRACTOR shall obtain a permit from VDOT for the work proposed in the rights -of -way. 10. All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense. 11. The DEVELOPER shall obtain permission from adjoining property owners prior to conducting any off site construction activities. 12. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. 1/'13. No free-standing outdoor lighting is proposed. 14. Trash removal will be performed by a private contractor.' FREDERICK COUNTY SANITATION AUTHORITY NOTES JL __JICU _ 11 C - - PROJECT HOPE 1L - 1 I II tO T _ _ - HILDREN'S SERVICE THE PEOPLE -TO -THE -PEOPLE I ADAMS LOT 40A I y r - OF VIRGINIA, INC 1 HEALTH FOUNDATION 1 A I ZONED B-2/FLEX-TECH I I C) ZONED B-2 1 ZONED M-1 1 -_-_ !J 1, USE OFFICCE I PARCEL 3 USE OFFICE USE: WAREHOUSE/DISTRIBUTION �f 64-A-40A 9 K: 64-A-45D 1 50 ACRES 4.62 ACRES L - - _ _1 - - - N� ADAMS FAMILY LIMITED PARTNERSHIP 64 64-A _ - - - - - EL EV 721.99 ZONED B-2USE. VACANT 8.05 ACRES - - - - _ ------ - - - - �.�1,j• PARCEL 19-"�� 64-A-45-19 I I 64-A-40 00 / / C_RUM ELECTRIC I I AIRPORT BUSINESS PARC BUILDING A, LLC I , Co _ I / f ��tk`'J, ZONED M 1 I ZONED M-I/FLEX-TECH USE: VACANT USE: COMMERCIAL STAFFORD HOLDING COMPANY �0��/ / j� \ 3.0027 ACRES i i 10.364 ACRES I PRESTON PLACE APARTMENTS 0 /� I � ZONED RP �%'/' i USE RESIDENTIAL 21.97 ACRES ---------- - - - - - - 70 1 1 64-A-45F 1 I l / BORDERLINE, L.L C o i I 01 ZONED M-1 USE: VACANT C3 1 2.67 ACRES 1 � � 1 i \ i 64-A-40 AIRPORT BUSINESS PARK, LLC ZONED M- I /FLEX- TECH 64-A-4.5 USE: VACANT ADAMS FAMILY LIMITED PARTNERSHIP 52.0557 ACRES ZONED M-1/FLEX-TECH USE: VACANT 7 L7 24.3846 ACRES i PROPERTY MAP ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL 1. All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Department of Health and the Frederick County Sanitation Authority (the "authority"). LIST OF DRAWINGS: SHT. 1 /4: COVER SHEET SHT. 2/4: SITE PLAN SHT. 3/4: CONSTRUCTION DETAILS 10. Buffering Requirements: 4. Exact locations of water and sewer services on new lines are to be coordinated with the The adjacent land to the north, east and south is zoned M- 1 which requires no buffer. Authority's inspector. SHT. 4/4: LANDSCAPE PLAN The adjacent land to the west is the Muskoka Court right-of-way which requires no buffer. EROSION & SEDIMENT CONTROL PLAN 1 1 . No outdoor storage is proposed. 12. All fire lanes shall be delineated and marked in accordance with the Fire Marshall 2. Water service will be provided by an extension of the Frederick County Sanitation Authority water main located in the Muskoka Court right-of-way. 3. The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority. 5. The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the top and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An application for services must be made and fees paid. 6. The Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The CONTRACTOR must make application for and pay the cost of this work. 7. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter js set, they require: 1) the frame and cover to g be properly aligned FOR REVIEW ONLY with its meter box and yoke bar-, 2 the frame and cover to be set to the final rode of the lot; 3 the distance between the top of the cover and the yoke bar be between 18 and 21 inches; 4) all components of the meter box assembly to be in proper working order. It is the developer's responsibility to have the meter box assembly installed correctly. PAINTER-LEWIS P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 JOB 11 9909003 HEET I2NOV99 1 /4 I \ 20 u 20 60 �° __--------_ Scale 1 = 20 f t j PR. 6' BOARD ON \ \ \ \\ N BOARD FENCE TO SCREEN I (I \ TRAFFIC IMPACT ®AIRPORT ROAD . II DUMPSTER & GRAVEL AREA \ \ O / I III I. DATA SOURCE: ITE MANUAL, SIXTH EDITION EN� CURB W/1' f I II I LAND USE: 110-GENERAL LIGHT INDUSTRIAL \\ \ \ I II I \\ NOSE DOWN -BEGIN \ \ GRAVEL PROPOSED GFA = 5,000 SF PVMT(TYP) \ \ \ \\\ \ TRIPS BASED ON 1000 SF GFA: WEEKDAY: 6.97 X 5 = 35 TRIPS 1 \ PR. 6' BOARD FENCE \ \ AM PEAK HOUR: 1.01 X 5 = 5 TRIPS \ K ' / PVMT II I ( II I j \ PM PEAK HOUR �C 1.08 X 5 = 5 TRIPS \ \ LNG sE� TRUCKS WEEKDAY (5%): .05 X 35 = 2 TRIPS it pPR ` on� ? • lY I I . CONC GRPvE� I Q I II I DUMP ER t vM C" mi PAD 1 N ( II I I PVMT I �BPCKi ` ' o Ii CG,6R 724.0 `p\NGdQ ca \ f 90' BEND PVMT TRUCK �If I III II \ \ \ 8X6 REDUCER I / 725• STAGING\ 1 ', CORP STOP �' i / / \� / AREA I II \ .p 1 ' TYPE K COPPER WATER SERVICE,, \ 3/4 WATER METER i 725.60 ry \ ,\O / �5 X6' / PVM O I f I I► II I NC. 722.40 4A 5.05 TRUCK PLAC� RIP RAP ON ' \ , �\ � / HOC• � OUTSI E / , DOCK ASP I SLOPE TO TC o / CON AL I I I IIAPPRQXIMATE 2 90 725 0 PVMT WHEEL STOPS / 0 I I CONFI URATION SHOWN 72 J .Q — 1 6' (� IISTONq DIMENSIONS- colvc. / , DIMENSIONS - PROPOSED,, -BUILDING 3 I = .75 5,000 SF HEIGHT = �� 5� PVMT / PVMT I I I IIDEPTI. = 18" MIN. \ EX. WV(3) 2 / •--4' SW / FF 725.1 0 % / 72 719.4 I\ USE: WAREHOUSE 5 R TC / USE: OFFICE / ,� -� T i I .Il, I \ \ 0 21, 724,3 4 3 / / PVMT i �1 OC HC SIGN / / C 0 725.0 / - wL. El�. s, 2� /. 5'X6' / CON C / INV= 716.0 1 1 7 N�SE� II I 6„�GV 2 -0500 1 FIRE T 1 / �Iy / ° 1 1 ASSE,rIBLBLY!T ., I 1 ci 53' \ ' 25.50 / 1' O s 724.60 T _ 25 I 216' — T I \ .'R I �� 45 + O 1 1 1 " 727.50 '5.80 Tii/ PV T 724.40 . / / / END CURB W/1' .p (-) �' I 1 + R 2O / 5.20 72 .7 i / �) i I •� N DOWN -BEGIN / SF \ (� \ \ N t 1 AT LRB YELL W I , / TC I GRAVEL PVMT(TYP) � ��F '\��\ \ I \, ii Y � I T FIRHYDRANTHYDRANT T p TC / 2 // = w O w ` I STANDARD VDOT �� / / 00 7 4 CG,6 / 1 �� '� i / PR. 6' BOARD FENCE / SST I \ \ \ \ y1\ ! \ Q �O 1 CG- 1 1 ENTRANCE Ul 2 `� I N �' �S6 ��EP AMEN / dc) / ' I SLEE =E I _��4 / , G PORN II o �/ I I X 8„OIL i 1 I J �� / / / ��N`p RPR�I / /� // 7X. SAN. MAANHC�L�E I I \ \ 0r OP 7 - r 1 ' 2•�2 TC / �- � / 18.50��--/- g O / / / 7 5.5D� co, / / , / / / / INV OUT = �07.75 1 I III � /� UCL I II T �' NI 14.4'R7 6.80 � � I V) w I I y j z II 7 7 I // SEWERC�40 ( � LATERAL C 4 � Q I I I -� 2 .40 / / i / / ' 1, ,\`� '��0 '\fit TAP B FCSA .6� � rn � 1 *STANDARD VDOT 2 - / / INV = Y707.0+/ - PROVIDED AT REOUEST/ // OF VDOT FIELD INSPECTOR / �' I I I I O EX . T I i II II EL \. & ELEC( CONDUIT _ i SEE Efil III I TRANCE DETAIL I � I I I I ON SHEET 31 / I I I I 4" VDOT 21- A STONE (3000 PSI) 6" CONC - - 6 X 6-2.9 WWF(1.5" MIN CLEAR) CONCRETE SLAB DETAIL ENTRANCE TAPER DETAIL 730 725 720 XISTING RADE PROPOSED GRADE 36' MI . COVER 56.23 '2 PVC WATER MAIN a W W W a v W Li \.U-. v cn > W ow X W J 3 00 C-)- �a X� 03 " r WC) v) az Wj CL a a� au r z i°NQ� zY Q a Z J 0 J Cs � W CL r Z '-) Q W r W C) (') F- O� M++ +� Q +.. 10+ 00 11 + 00 WATERLINE PR❑FILE SCALE HORIZONTAL 1' = 50'; VERTICAL 1' = 5' -PROPOSED FENCE DETAIL d J a >0 J z O Z LU CL W FA W O LL JOHN C. LEWIS No. 21621 NOT TO SCALE NOT TO SCALE 2/4 VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1 ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE IN THE EVENT OF CONFLICT BETWEEN ANY OF 'HESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2 ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VOOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6 IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7 CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8 THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. F- IY O �L GRAVEL 6" 21-A COMPACTED SUBGRADE---►f��-�: 1 I F1 I F 2" SM-2A 6" 21-A COMPACTED SUBGRADE ON -SITE PAVEMENT DETAILS NOT TO SCALE NOTE: GRAVEL PAVEMENT SECTION TO BE APPLIED TO STORAGE AREA AND BAY DOOR ACCESS AT REAR OF BUILDING. LIGHT PAVEMENT SECTION TO BE APPLIED TO ALL AUTO PARKING STALL AND AISLE AREAS. EXP. JT MET'' EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 4" CRUSHED STONE (3000 PSI) 4" CONC 6 X 6-2.9 WWF(1 5" MIN CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT iQ SCALE EX. ROAD- 1 2' -_ 1 4' _ VARIES CROSS SLOPE = 1 /4": 1' CG-6 1.5" SM-12.5A 5" BM- 25.0 6" 21-B COMPACTED SUBGRADE 12' ENTRANCE SECTION Q MUSKOKA COURT NOT TO SCALE VDOT SUBSEQUENT SPECIAL PROVISIONS 1 All patches ore to be replaced in accordance with the following regulations and as shown on Figure 2. The permittee will be required to replace the surface and base of the roads included under this permit in accordance with the Roads and Bridge Specifications and this Special Provision. 3. Backfill material sholl include a minimum of four (4") inches bedding materials (sand or #57 stone) The balance of the backfill shall be approved soil compacted to the bottom of subbase layer (Type I, Size 21A or 218). The entire backfill shall be free from wood, decaying material, asphalt, concrete, ice, frost, large clods, stones and debris. 4. Backfill material shall be compacted to a minimum of 95% of the theoretical maximum density of optimum moisture content, as determined by VDOT testing procedures, use mechanical tamping throughout the depth of the trench in six (6") inch layers to insure that adequate support is provided for the subbase layer (Type I, Size 21A or 21B). 5. It sholl be the option of the Resident Engineer to request and review the backfill compaction test results and/or authorize an inspector to monitor the compaction. 6. Cuts in roads with Surface Course (SM) and Asphalt Concrete Bose (BM) shall be replaced with ten (10") Inches of Type 1, Size 21A or 21 B aggregate compacted to 100 percent of the theoretical maximum density of optimum moisture content covering the entire trench width in addition to bench of six (6") inches from all sides, this layer shall serve as subbase. An Asphalt Concrete base course (BM) of inch minimum thickness or match the existing base thickness, sholl be placed over the subbase. (6') A surface asphalt concrete ate course of a minimum of 1.5" (SM) shall be placed on top of the base (BM) covering the trench width. The asphalt concrete surface course shall be slightly higher (1 /8"- 1 /4") than the existing surface to provide a smooth grade into the existing pavement surface. 7. Cuts in surface treated roads with aggregate base course sholl be replaced with the some layers as roads with asphalt base (BM) except the subbase layer (Type I, Size 21A) is reduced to six (6") inches and the (BM) layer to four (4") inches but still keeping a six inch bench. The surface course shall be a surface treatment matching the existing surface. 8. The cut to be backfilled shall be made as dry as practicable at the time of backfilling by pumping, boiling, draining, or other approved dewatering methods. 9. All cuts sides shall be trimmed to neat straight lines and a tack coat shall be applied at a rote of 0.05 - 0.15 gallon per square yord of RC-250 pr CAE-2 before placing the plant mix. 10. Replacement of pavement shall be from edge of pavement to edge of pavement except when individual cuts are made and not covering the entire width of the pavement. 11. Placement of all Asphalt Concrete and surface treated courses shall be rolled where possiblewith a unit having a manufacturers rating of ten (10) tons, and rolled until the aggregate is keyed into the bitumen. Where rolling is not possible, a mechanical tomp will be used. In all cuts stone is to be placed in the trench doily up to a maximum length of 500 feet, of which time the pavement shall be covered with a temporary or permanent asphalt patch. If conditions, the contractor shall provide and maintain a base course that is acceptable to the VDOT until such time as the appropriate pavement patch con be applied and completion of the installation of the gas, sewer, and water lines, contractor shall restore pavement in the manner prescribed on the VDOT permit within (10) days. 12, Contractor will be responsible for any depression grater than 1 /4" that occurs within three years of completion of patching. Correction shall consist of milling and replacing 1.5" of surface course mix (SM). ASPHALT ON -SITE CURB & GUTTER (CG-6) NOT TO SCALE (SEE VDOT (CC-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) VAN ACCESSIBLE SIGN - 7 y PER PL END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS, WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL 'SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. �• PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL V ON -SITE CURB & GUTTER REVERSED (CG-6R) NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION( METER BOX and COVER METER Box (See Note) METER BOX COVER 18 in Dio Non -Traffic M32C-PW Traffic A32HH - T 24 in D,o Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML--12-T (Top Lid) Na1ts: 1/2" thick poiyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2'x 4• with top panted b Lie meter cover set 2' above fin grade prior 18" I varies as required - _- - to sodding 1 corporation 18-21meter by F.C.S A stop 3" stone bedding c - meter box surrounding box ( angli (check valve 36"min. with dram valve 45- B"min. an yoke ball valve type K copper tubing, continuous without joints from 2 ft. water main o meter Moir, 6" stone bedding METER SETTING PARTS line size meter size y�e oogk yoke bad valve angle check valve expansion wheel 3/4 5/8"x3/4'Y502 BA94-223W HHCA94-323TD-G EC-23 t' 3/4- Y504 BA94-344W HHCA94-323M-G EC-23 1� 1, Y504 BA94-444W HHCA94-444TD-G EC-4 /^transition to meter setting as required curb & gutter Street 37-11 to N H IM o 0 -tc borer of INSTALLATION NOTES. s dewoik n 1 Exact location of meter box assembly to be approved prior to installation - 2 Water service crossing street sholl be x F1yc'e Y encosed in 2" dio SCH40 PVC or M ° i copper � SDR21 piping- The piping shall run from 3/4" type K m one foot beyond sidewalk, across the copper for street, to one foot beyond sidewalk. single meter Installation 1 x3/4- wye DUAL METER INSTALLATION 5/8 3/411 & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 sanitary a ary . ::ewer main NOT TO SCALE FIGURE I EXGSTTNG PAVEMENT ........•................................................................. ` (BM) MIN 6- 21 A OR B MIN 1 MIN 15" OVERLAY ASPHALT CONCRETE SURFACE COURSE TYPE (SM) ASPHALT CONCRETE BASE COURSE TYPE (BM) TYPE I SIZE 21 A OR B AGG COMPACTED TO 10(r/a MAX. DENSITY AT OPTIMUM MOISTURE CONTENT 4 6• �\ 4 - 6' -� SELECT MATERIAL BENCH TYPE I CBR 30 APPROVED SOIL OR SELECT MATERIAL BACKFILL TYPE I, CBR 30 COMPACTED TO 95% MAX DENSITY AT OPTIMUM MOISTURE °o CONTENT PIPE f _ BEDDING 4" ��� :• -- SAND OR NO 57 STONE MIN. TRENCH WIDTH TO SUPPORT --- - O.D. +24"(') '----- TRENCH BOX I ' FOR PIPE LESS THAN 12' THE TRENCH WIDTH MAY BE 36" MAXIMUM. SEE US-1 (ROAD AND BRIDGE STANDARDS VOLUME II) CUT AP-PLAdEMP-NT IN ACIADS WITH A8PHAL7 t(w4CFii�1'Pi 6ASC APJt) a1UlhtaAL3r. cc /z R cast iron cieanout cap with brass plug ry - _ rwti having a countersunk square head PatwNa Model PA4SV-CSK (4-)M urn a-rr - - - t - �' r,<, um CG. Pan•Ila Model PA6SV•CSK (61 r N ••en 'fr,4 if. I cleanoutlpipe Wye f -SDR 21 45° bend 6' stone bedding square concrete skid pad 20'x 20"x 12" deep aggregate base ( depth 3' ) NOTE Where length of service lateral to exceeds 75' a duanout assembly shall be furnished at the property line. SEWER CLEANOUT Figure 17 •s.r t fj0 p e /r ct VINrxnn ConCri t Radial combination curb and gutter - * Radius to be as shown on plans Joint 11 RE,IERvU PA"""` .._-12" x YRESERVED 18" STND. RESERVED PARKING PARKING " STND. U-CHANNEL POST VAN Z ACCESSIBLE O 54" CIL PENALTY 11p�jp0 PENALTY i100-500 TOW-AWAV ZONE TOW- WAl ZONE U LLJ VAN HC ACCESSIBLE SIGN 11 -PROP GROUND SIGN 30" HANDICAP SIGN DETAIL NOT TO SCALE \e I I $ Street approach some I surfacing as main line roadway I I ' {� I « Man line roodway A ------------------------- -� Note Width "B" 2'-O' or as shown on typical section HALF PLAN I I I: �I I� EI I' ;I �N gll I I 1 e�. U t • U - w a to N w � w so c> u Gutter line Face of tter line Main line Roadway Curb Cab of Side Street ill'--------� - -- When used in conjunction.11h Standard CG-3 or COS -7, the curb tact on this Slondord is to be adjusted to match the mountobit curb configuration SECTION A -A WXATWN STANDARD CONNECTION FOR STREET INTERSECTIONS s02 VIRGINIA DEPARTMENT of TRANSPORTATION F203-06 T rr cwt n+plr ao.n a 0 a Wit mlry r C•rtlrxre a rut mrprr -1rr eperlcoefe Pay U. dG.IZ s • - s after. is Ir K Carf7 a, r• e e,' .yr_T woo .'.0,I�%l. '•' vrrsioa . rl Swm r Sit•.af spec Pridsserr1 cenrl.A:rMri aera o CC -it II" 64 TYPICAL ALTf ANATf RADIAL PLAN FOR USE AT APPUCA&E STREET CONN£CTrONS AND COMMEACYAL •Fix Cowrdd f,eretn E,/TRAw^f S i N•1t7 Truer Traffic Nlletpow RADIAL PLAN car rh err sleNerre CCU s,ra 2o3AT 3*0 ►r Nrswe Vd. _ - - - 6V _ IRn ro - - consrrue1wt snit w B vr. Is" B Spope •; • o, slee.rf r Q 6 � C , . •. po vo, o0 sfaf.ar •J' a • e• •. f? � ► � ooq e •;v 000ma.e . �r••'e: Ska 12,I Ye.lnue A - J TANGENT PLAN t o zalErrac v11.w r.,w. Sre. CC CC 7 to usaa. NOTES , 7'-e 11 It. NIN•xA0 Cwo left floc 00 be lM--. ss A CrCrelr 1p033 A It ppf IC.25V WI In snprrs/sioa 1- Ike e0 SJIe.M Mw r,grltr,•rt ro otlMeee .a Nfq sir lOGt cscrlp /h tNire ..land /h rat Irrr If~ q ee • r.irn Or .11AW O✓Ir slripl ocNn.• a 12,1 srgp rxosr r cast In pxeA Tie erOpope ra Nry srbn a polpro or en „pp,e0 oep•puM Srt L1G 2 ■6' T.v fiNsn Rowe srorqr ✓ •.cede r ero.IrAlw $vs. or lei, r CG6 }---- a - - Flaw stets ofo font to ow pored Awwltletet, -ith r•.t r,00, r A wv usrfv ,- • I.33r. ore,. t-- glss0ek connrffr:M /Nn ,Finn r.prlrw Ours. K row floor Is pwasr.Mu puss he AV&~ Fr /o.rors so uW w/dNlV rra00 stow can ce cost in peer dew Paeawr of pepM logo r-Preces, rnCtele sm" m Crbs, A 4. SECTION A A r/is nun re, be Reaulled bars ore be No 5 1 fr poem Canaan to crer ow9 hen sloes of INe /..0 PfCOsi a ceSr In pact fN10'. AYO dean or rasp /1m. YINw,Iw cwCJa1 parr / yj •. Ra i • rr e c Curt, f oir,pro f .err or eww ale sold per a e rrm e•NttO is,* Arks for t"fo fir Cewrt PuNueNt Lennr.,okr, Crcrr, S1oa.at am £.awed opp-owe slee-eN, Caiexa -inpon --slgse ItJ ae•wN Cu aM prnr argrxl If onsntau wl«w ro are Faros rr Irlchdw In plrweN For rb/c-A oV C rir. dprw .. •..... • wren used In con /wcrrw -nn Slawao CC or CV 7. tK are lace m lies StorHae is • -_. to w w/useed to trottcn Ire ernrrvawe cu+0 CwifIpuralon. SECTION !]-!] Ai ACcfssldr root is opfinod its o cdrlrj Curb A..w ore 1. t. roC.Iw as s10rn m IN porn a its efectw A Itsfr(!I/e•f. a cJ U unopslf utrw.aNek./nn oro sn0 reslslolt r oy - to re pomp a InrseA/ores .W nee o, accss so0lt rule Ti.nNn th rlgre� ',4.1:.,•,�i Owls r f.P-w otprrowt sso-wr pan C-.01-V elf. -.tam r•weres of o -ey r o Npn.oy rucnfiiC-as o CWo Ito raMss d -Men s10H 01$ is 014111p, d•n f.1,11, ".1 ten M c srvo 'W, towed r10 Poposed r t•+e.i,lrt Flo, rter a Mftsa l ,w srOAL(lon Ivwi w, as sr- M tau Trw W;W rMr, rsaAa slo o/f orsidq olf Ww N owsam .ill fftwuy (from reNs. r a1 olfKled oy Ih fralrpr.Ar SAWM rt✓a aro loCow t-VCAr 040 nlos. spate s less Ilan i . E,ISIInp non yoMl.IHr I►df rut,. prep liras. ac..ln a,o a/wt pacerrN. - -- - -CURB RAM('- AC,IAlK! (PERSONS WITH MOQILIiY IMPAIRMENTS( 502 erRG/NIA DrPMTYf Mr, of TAANSPORTAPOY P03D9 P-4sro 4 2e 93 apn('r919 ttrvst Nocfc O dia schedule '11- 3. tpel new filled w h I m, Rte and panted I RtIDW 7 7 0 t� 0 1 e' ft. encasernere rant I �IID OETl1AtL - � dneQiol of sailing to be approved prior a Installation I - concrete Dad 1'.6• sq. x 6• deep _ as re4uited__ _-� FIRE HYDRANT ASSEMBLY Figure • locator pep mocharncal pint _ swivel tie with 6• branch ti Q 0 Z >0 mi V) Z', J of Q H o � Z a. O O ill D I V/ I Z o W! I 1, � W Q W OZ H- nl 0 ZW_J� U /yy mD/� •• ^ eL D V I 0-Z Z I �DNO -J m Y 66 CL a Uw WW w Q �� O a N a� � 0 w N M N N V) WU.0)00 0 U-) U-) Iltlltl� � d m a) C: • V) � O -C- W O 0 Q N O Cn 3 LL ZN O a o�4�pyT Oe ? L) JOHN C. LEWIS a No. 21621 -10 ;00 �4CV � Gl �SS20NAL DATE: SURVEY: 12NOV99 NA SCALE. DRAWN: AS SHOWN PLC C.I.: JOB NO.: NA 9909003 DWG: SHEET: PP-SPSHT3 3/4 EROSION AND SILTATION CONTROL NARRATIVE EXTRA STRENGTH FILTER FABRIC Project Description \ I NEEDED WITHOUT WIRE MESH SUPPORT 1 \ SF ! The developer proposes to perform mass grading of a proposed building site containing approximately 1.0 ocre. The total area of disturbance on the parcel is approximately 1.2 acres. Star STEEL OR water runoff will discharge overland to Buffalo Lick. Run, after passing through an existing storm QV I I WOAD POST water- deteintion facility. A Land Disturbance Permit will be obtained from the Frederick County �FLUM Department of Public Works for the proposed construction. /� Existing Site Conditions 20 0 `JII r':.,I \ \ 1 l I(I The site is currently vacant. Slopes range from 1.0 % to approximately 12.0%. \ \ \ P M I I II �-N Adjacent Areas FLO The site is bordered on the east by the Muskoka Court right-of-woy The land to the south is zone ale O I 1�` M- 1 and owned by The Adams Family LTD, Partnership. The land to the west is zoned M- 1 and S - } . FT MAX SPACING WRH O. l owned by The Pruitt Corporation. The land to the north is zoned M-1 and is owned by Crum Electr �\ ,� / I YORE SUPPORT FENCE Off -site Areas E SPACING SUPPORT FOff-site disturbance or construction activities will include grading on the adjacent lot to the south. I Critical Areas There ore no critical areas identified on the site. Erosion and Sediment Control Measures 3.02 A 12'w by 51 temporary stone construction entrance with a concrete washrock will be PONDING H-1 PONDI _ constructed from Muskoka Court. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with EEL 4 FILTER FABRIC rArlory I QQD POST ATTACH S CWELY additional stone or the washing and reworking of existing stone as conditions demand and repair j I 3c HIGH MAX TO UPSTR SIDE OF POST. and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or \ \\ .•� i r, 1 PRESERVES 1 I i RUNOFF j_ RUNOFF tracked from vehicles onto roadways or into storm drains must be removed immediately. The use o water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted STORAGE HHT. NT. under any circumstances. d 3.05 Silt fence will be Installed in selected locations downstream from the construction area as o first measure of construction. Silt fence will be placed at the proposed toe of slope along the ei where the fill slope will be extended for the turn lone. Silt fence will be installed around the \ x i2" MIN �\ 12" MIN downstream side of the topsoil stockpile. Silt fences shall be Inspected after each rainfall and at le 4"x6" TRENCH doily during prolonged rainfoll. Any required repairs shall be mode Immediately. Damaged, WITH COMPACTED GRAVEL BACKFILL decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be remov / j' / - _ ✓ 1 j after each storm event. They must be removed when deposits reach approximately one-half the hei T_ of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed sh STANDARD DETAIL ALTERNATE DETAIL be dressed to conform with the existing grade and stabilized. 3.07 A block and gravel drop inlet sediment filter will be Installed around each of the proposed TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL storm water drop inlets Immediately after installation. The structure shall be inspected after each ro and repairs mode as needed. Sediment shall be removed and the trap restored to its original NOTE dimensions when the sediment has accumulated to one half the design depth of the trap. Removed 1 INSPECT AND REPAIR FENCE AFTER EACH sediment shall be deposited in a suitable area and in such a manner that it will not erode. Struct STORM EVENT AND REMOVE SEDIMENT WHEN shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE 3.31 Temporary seeding In accordance with the E & S Std & Spec 3.31 will be applied to the SEDIMENT OFF -SITE AND CAN BE PERMANENTLY topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankmer STABILIZED. SILT FENCE P P 9 Y temporarily 3. SILT FENCE SHALL BE PLACED ON SLOPE or excavated slopes denuded for o period of renter than 30 days shall be tem oronl seeded and CONTOURS TO MAXIMIZE PONDING EFFICIENCY mulched. TO coincide with the anticipated construction dates, the seeding will consist of 50 pounds X i 1 x I / / ! j per ocre of German Millet. All temporary seeding areas will be mulched in accordance with the AS i / / / II 1 schedule Included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule Included herein The anticipated time for construction is December 1999 through June 2000. 3,35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Q DIVERSION RIDGE REQUIRED I ' WHERE GRADE EXCEEDS 29 R GREATER Sept 1 Feb 15: 2 O Annual Ryegross 50 Ib/oc 98 85 Exrs v Ae May Winter 1 Rye Aug 0 i b/ac 96 85 ROA German Millet 50 Ib/ac 98 85 o X FILTER FABRIC / / '' �- 1 Feb 1 6 - Apr 30: � � r t"' -' � /`� \ SECTION A - A Annual ryegross 75 Ib/oc 98 85 Mulch: 1.5 ton/oc small grain straw NOTE: / Fertilizer: 1000 Ib/ac 10-10-10 USE SANDBAGS, STRAW BALES \ \ / SPILLWAY SEDIMENT BARRIER \ OR APPROVED METHODS STRAW BALE TYPE SHOWN \ TO HANHER NELIZE RUNOFF TO BASIN ( ) AS REQUIRED. Permanent Stabilization SUPPLY WATER TO WASH The contractor shall stabilize all denuded land within 7 days after the end of construction. Permone i - I WHEELS IF NECESSARY. stabilization shall be applied to areas that are to be left dormant for more than one year. During i / \ \ ` IP / , \ construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping / \ r measures The contractor is responsible for the temporary protection and permanent stabilization of Q CEx / all soil stockpiles on site as well as soil intentionally transported from the project site The Conti 3 `�'o shall establish vegetation on all areas not otherwise stabilized according the following specification: \ FLOx � � l7Ow Seedbed Preparation I II a. Scarify top 1" to 2" of soil after final grades have been achieved t I ` / / / \ +" ZS rsS �„s3 z b. Add 3 tons per ocre pulverized agricultural limestoni1401b/1000sf). ` I WASHRACK 2"-3" COURSE 3� ` SEED TYPE RATE MIN, PURITY(%) MIN. GERM.(%) A ^ ` Toll fescue 60 Ib.oc 97 85 AGGREGATE MIN. 6" THICK / / ,1' � •�--;-� •<. Red clover 8 Ib oc 95 65 II PS TO (MUy / / / / / ;.' " Ladino clover 8 Ib/ac 95 65 I II 01 ASS / / / / 1 / ma / Nurse Gross-(seoson dependent) Sept 1 - Feb 15: DIVERSION RIDGE � � z Annual Ryegrass 12 Ib/ac 98 85 LO Winter Rye 12 Ib/oc 98 85 tV x - 70 MIN -- - ----- -- or 1 - Aug 31 PLAN - German Millet 12 Ib/ac 98 85 - - - - ---- I --- / -- - - NOTES: Feb 16 - Apr 30. 1. THE ENTRANCE SHALL BE MAINTAINED IN A - Annual ryegross 12 11 98 85 PLANT LIST CONDITION THAT WILL PREVENT TRACKING OR Mulch 1 5 ton/oc small rain straw KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AS 3 Acer soccharinum LEGACY SUGAR MAPLE 2 1/2"-3 col. IC 19 Ilex crenoto JAPANESE HOLLY 3'-4' B&B .3' cc ZS 8 Zelkova serrato - JAPANESE ZELKOVA - 2 1/2"-3 cal. All sizes are at time of planting. SHRUB PLANTING BED MULCHING OF PREPARED TREE PLANTING ANNUAL/PERENNIAL BED WTHIN SHRUB BED LANDSCAPE NOTES 1. Frederick County Landscaping Tabulation: FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- OF -WAY. THIS MAY REOUIRE TOP DRESSING, Fertilizer: 1 OOO IbOC 10-10-10 / Zoning: M1, Light Industrial District REPAIR Al CLEANOUT OF ANY MEASURES Landscape Area Required: 25% x 1.036 acres = 0.259 acres USED TO TRAP SEDIMENT. 1. Erosion control r practices shall conform to the requirements of the Virginia Erosion and q g Proposed Building & Pavement Area: 0.761 acres 2 WHEN NECESSARY, WHEELS SHAH BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. TEMPORARY Sediment Control Handbook. Landscape Area Proposed: 0.275 acres = 26.52% 3. WHEN WASHING IS REQUIRED. IT SHALL BE DONE GRAVEL 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION and shall remain in place until the site is fully stabilized. Parking Lot Landscaping THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN ENTRANCE/EXIT 3. The contractor shall perform overlot grading to provide positive drainage and preclude Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter 4 INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. ponding of water. All off site grading and construction is to be done with the property owner's parking perimeter = 323.50 feet consent. shade trees required = 323.50/40 = 8.0 Provided: 9 4 Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless A 3' high evergreen hedge will be installed to prevent headlights from shining otherwise specified on the plans onto the public rights -of -way. 5 The limits of clearing and grading ore shown on the plans. Interior Landscaping Required: 1 shade tree per 10 parking spaces total parking spaces = 17 shade trees provided = 17/10 = 2 5% of interior to be landscaped Interior area = 7025.96 square feet required interior landscape area = 351.30 SF interior landscape area provided = 660+/- SF 2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 3 Verify the quantities shown on the plant list with totals indicated on the pion Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 4. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tog from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 5. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. i PERIMETER= i 28.36') 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. i Failure to meet minimum size on any plant will result in rejection of that plant. ' 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous AREA= 533.96 SF edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of PERIMETER. 122. 6' the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the some bed. Grade finished planting beds so as not to impede _- REA- 292.74 SF i surface drainage. 8. Locate trees a minimum of 3 feet from walls or walks, if possible. - 3,4g2.88 t 9. Stoke and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum all deciduous trees shall be double -guyed with 72" hardwood AREA= 174.3.3 SF AREA- 193 39 SF stokes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber PERIMETER= 72.47' hose connections Stakes shall be 2" x 2" x 72". .01 TOTAL PARKING Al 7.025.96 SF 10. Use shredded hardwood bork mulch in all planting beds. i TOTAL INTERIOR ISLAND AREA- 660.46 SF TOTAL PERIMETER LENGTH- 323.50' 11. Remove all togs , twine and containers from installed plants. Roll bock bur -lop one third on all B&B plants. PARKING AREA TABULATION 12. Plant substitutions are permitted with consent from the Landscape Architect. N.T.S. 13. Prepare the soil in oil bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 14, Plant all materials in their appropriate season The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. CE SF x----x x x %1 �v PS MU ABBREVIATIONS FREDERICK COUNTY, VIRGINIA ASSY, ASSEMBLY BF BASEMENT FLOOR BLK, BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH C13 CLEAN DUT DIA DIAMETER DS DO VNSPOUT EDP EDGES OF PAVEMENT FE�S#1ED FLOOR ELEVATION f DC FIRE DEPARTMENT CO"CTION FG FACE OF GUTT ER FM FWE HYDRMT f .I..S. LAME SIGN Ga.. GP GAS METER Eiv SAS V AP VE HIM tMCAp R�MlP to HIXE BTB #! fir' HEAMER C%Ab i MC�iI.1hE'R' 1l s weak PW SE? WV WVTWT up L.31III110 POW I.T. MAP METAIL L OW B M4ik..T -- USE"' rst � S. fie WAIMBIM sic WV; ifs 425w, T.i rTIS %0T M SCALIE QW 34_ +^B E ft RvE PP PN `# r1r1 ATE PVC QEr RED R & ;9XX opclw STIE STOMMOM 1" M X 2EXMJ3W_3 Tim Tt1 lE REPOVEN T,W T® E P1111IESERVED TC TOP OF CURB TR! TVLEPHOINE RiSER Ii09 tVR! T£LrV?SXk RIZER KW T1+P TYPICALUGE _ XFNR ELEICTRX T Vt WITERLM VATM IETER vPP W= PilW" PM-E VTP WIN TELEPHE E POLE WV WATER VALVE 51R ROES IN FEET x410.00 PAD 9VT EL.EVAT04 .rat" EXISTIMI6 SPLIT ELEVATOM IN G TTER PES REVERSER PITCH I!i THE GUTTER PABi PiTGH TO lE Ile PER FAIT TRWASITIM THE GUTTER OVER A W L.E 46TH (TYP), POO WELLS $]INZ[GI AIRPORT BUSINESS CENTER SECTION 2 -PARCEL 20 FREDERICK COUNTY, VIRGINIA 1_;V4E%ML WITS ;waper?y wed a t+!tes pftn is kacated on Musk ko Curt odjacent to Airport Road , _r the, Vww%ee INeq ste l Oriel# of 9w Cow" of Frederick. V wgfi!w. The developer of the pfopwty pi'cooses to cons-Artwt cans on aalwaaciiii"ctely 1.0 €Mcre Presently, the lot is w_ 2. Property Owrw ma's P If binq �.wt st► vtEs t l,�. 214 iectexio Court der, 'VA 22 D 2 "ewe- 540- 665- 8196 3. Property Droftwer. Contact. Ur. K'ev;r Kenney Cons&uctiior W arlo n w t, tnc. 3'i60-2 M1i tGhee Rbod Viargir-4e 22603 Tellophorw 540-665-0693 t Enm rseeir andscwe 4-chftee.: CoMoi t: lk. John Lewis eTER-LEW655. P.L...C_ 302 South 9roddoclr Siseet, Suite 200 Wkwhester. VWgWic 22WI TeleQhow (540) 662-5792 5. Prop" bourdory and topographic srxmn on these pions was taken from aerial photography. A job W CHMr is ioce ted on the corner of a concrete utility pod at the intersection of Adrrwal Byrd Dn" and :airport Road. The REFERENCE ELEVATION is 721.99. 6_ Site Date: C ��- y A - gee '66 acres /. 4' A 41-2C Deed Book#:953 PG. 1422 ^ing: - Flex -Tech Overlay \ Ux: Office and Store for Sulding- reli ted Construction Front Yard Setback: Required - 75' Provided - 115'+ Rear Yard Setback: Required - 25' Provided - 135'+ Side Yard Setback: Required - 25' Provided - 36'+ Maximum Building Height: A llo•. •ed - 60' Proposed - 18'+/- Maxirnum FAR: Allowed - 1 J Proposed Total Floor A:recc = 5,000 sf = 0.111 FAR 7, Environmental Features: Wetlands - No wetlands indicator plants and soils have been identified on the property. Flood plains - No flood plain has been identified on the property. Sinkholes - No sinkholes hove been identified on this site. Steep Slopes - Steep slopes ore defined by the Frederick County Code as slopes exceeding 15%. No steep slopes hove been iderytifeed on this site. Woodlands - Woodlands are generolly defined by the Frederick County Code as including ;orgeiy moture trees in groves greater thor 1 /4 acre. No woodlands have been identified on this site. 8. Storm water management. is addressed in a report by Pointer -Lewis, P.L.C. t_ n "STORM WATER MANAGEMENT REPORT", AIRPORT BUSINESS PARC, BUILDING A. do � G� 1999. a 7. Landscaping Requirements: see Landscape Notes �� 8. Parking Space Requirements: Property Line Setback: Required - 5' Provided �� �`' G� Right-of-way Setback. Required - 25' Provided Warehouse space - 3, 50n sf R?r; i;'red - 1 e , r empio;, o- = 2; 2 spaces Office space - 1,500 2equirec7 - 1 space per 250 sf = b spaces Total spaces required = Provided - 17 spaces including 1 ADA spaces �J Loading Space Requirem ts: Required - nr. n 9. Handicap Accessibility: V o ,rde HC parking spaces shall hove a maximum ape of i :50. Q HC romps on the site shall have detectable warning surface OAAG 4. and 4.29. HC romps off site shall be constructed per VDOT standards. 10. Buffering Requirements. The adjacent land to the north. east and south is zoned M-1 which requires no buffer. The adjacent land to the west is the Muskoka Court right-of-woy which requires no buffer 11. No outdoor storage is proposed. No free-standing lighting is proposed. CONSTRUCTION NOTES 1 The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible for determining the exact location of oil utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. 2. The CONTRACTOR shall hove approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at oil times. 3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise coiled for on the plans 4. Controlled Fills. A. Controlled compaction shall occur in oil fill sections for pavement, trenches for utilities and in other areas as designated on the plans. B. Controlled fills shall be compacted to 98% density as determined by methods per standard proctor ASTM D 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the existing ground surface, unless otherwise approved in writing by a qualified soils engineer. D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil, The area is then to be scorified and compacted to a depth of 6 inches to the some density as the controlled fill to be placed thereon. E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized stones. rocks, sandy soil, or other objectionable material. 5, Blasting is not permitted within 25 feet of existing utilities without owner permission. 6. Storm sewer and pavement materials coiled for on the plans refer to standard VD07 designations. 7. No soils report was furnished for the project area. 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 9. The CONTRACTOR shall obtain a permit from VDOT for the work proposed in the rights -of -way, 10. All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense. 11 The DEVELOPER shall obtain permission from adjoining property owners prior to conducting any off site construction activities. 12. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. 13. No free-standing outdoor lighting is proposed. 14. Trosh removal will be performed by a private contractor.? 0 FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Deportment of Health and the Frederick County Sanitation Authority (the "authority"). 2. Water service will be provided by an extension of the Frederick County Sanitation Authority water main located in the Muskoka Court right-of-way. 3. The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority. 4. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 5. The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An application for services must be made and fees paid. 6. The Authority shall top all existing water lines. They will furnish the materials for and make the top. The CONTRACTOR must make application for and pay the cost of this work. 4 SITE CARPERS VALLEY GOLF CLUB ADMIRAL BYRD DRIVE VICINITY MAP 1" = 2000' WINCHESTER MUNICIPAL AIRPIaRT N $ SERVICE PROJECT HOPE lb�n OF N iIA, NEC. THE PEOPLE TO -THE -PEOPLE i ADAMS LOT 40A ` i HEALTH FOIMATION ti t ZONED B-2/FLEX- TECH n ZONED 0-2 IONED M-1 OFF 1 n PARCEL 3 USE: OFFICE ( aU1REHl0llSE/DISTRN3UTlON - - - 64-A-4� 64-A-45D 1.50 ACRES 4.62 ACRES J ADAMS FAMEY LUTED PARTHIERSHIF 64-`A - - - - - IC11>fD B-2 ^- + - 64-A - - - -- - 721.99 USE: VACANT- 8.05ACRES -� - ---� - ----- - - - - -- �� /�' /-------n-L--- � f PARCEL 19 ' 64-A-45-19 64- A-40 / r` CRtl1I ELECTRIC ( AiRMT BUWSS PARC BUI K A, LLC ( �Co �1► . ZM U-1 I ZOO it -I USE: VACANT ( USE: o I r -b STAFFM HOLDW COWANY a i /� 3.0027 ACRES 10.364 ACRES I 7 PRESTON PUKE APARTIENTS Q / ZONED RP % ( I!7 USE: RESIDE Ink 21.97 ACHES 1� ii _ H i . \ 0-01 '1 i M i % 64-A-45F BORMAAE, L.L.C. I �. t ZONED M-1 USE. VACANT 2.67 ACRES � ( 1 r � 64-A-40 AIRPORT BUSINESS PARK, LLC ti ZONED N-1/FLEX-TECH 64-A-45 USE: VACIWT ADAMS FAWY LIMITED PARTNERSHIP 52.0557 ACRES r ZONED M-1/FLEX-TECH USE: VACANT 24.3846 ACRES M M 7. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require: 1) the frame and cover to be properly oligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; 4) all components of the meter box assembly to be in proper working order. It is the developer's responsibility to have the meter box assembly installed correctly. PROPERTY MAP \ 1" = 200' ZONING ADMINISTRATOR DATE FMDERICK COUNTY, ViRGNrlIA SITE PLAN E04RES Ft*(5) YEARS FROM DATE OF APPROV LIST OF DRAiiINGS: SHT. 1 /4: COVER SHEET SHT, 2 /4: SI TE PLAN SHT. 3/4: CONSTRUCTION DETAILS SHT. 4/4: LANDSCAPE PLAN EROSION & SEDIMENT CONTROL PLAN AL"Ff 07 �~ J HN LE-Wis A n Flo.021621 � !RNA L TJ . F ,i.' U Ik i Y ANDUERAIW89PoL Co 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662--5793 JOB Na., 9909N3 SHEET: 13JANOO 1 /4 V) m \ 20 0 20 60 j \ '_ \ Scale 1 20 ft \ \ \\ \ TRAFFIC IMPACT 0 AIRPORT ROAD \ \ DATA SOURCE: ITE MANUAL, SIXTH EDITION \ �, LAND USE: 110-GENERAL LIGHT INDUSTRIAL \\ 1 END CURB WBE \ � NosE DOWN -BEGIN \ PROPOSED GFA = 5,000 SF TRIPS BASED ON 1000 SF GFA: \ \GRAVEL PVMT(TYP) \\ \ WEEKDAY.• 6 97 X 5 = 35 TR k PR 6' CHAIN INK NN I ! 730 725 7/ 720 AM PEAK - � I \ E K HOUR: 1 _ i r PM PEAK HOUR: 1.08 X 5 5 TRIPS ` FENCE t� rP �� I 1 .► '' 1vMT o ` 7 TRUCKS WEEKDAY (5%): .05 X 35 = 2 TRIPS / 2 DUMPST - T l I 724.50 1 ZlaNO, z, 8X6 R DUIlk — 725. 1 rn \ \ C E R / 7R / STAGIN � M _ \ `� � � CORP STOP \ ,o 3" 4n' WATER COPPER WATER SERVICE,,, / 724.C� / ER M �' / PRK �l METER .► ° S� r Xfi ` / � � G5 1 . [ DO 0.50 - ��.. I ( PLACE RIP RAP ON CONC. ` 1 I jji OUTSI E SLOPE TO 5 g� i TG 'ao ll�v��NHEEL STOPS t� I I II APPROXIMATE • 4©. 725.0 / / '' 0 721 — --� \\ ( 1 CONFI URATION SHOWN \� ,0 - _ IIONq DIMENSIONS: ,' PROPOSED,,BUILDING `d50 = •75' Ex. wv 3 59000 SF � HEIGHT = 1 � / PVMT, i ( IIDEPTI - 18„ MIN, v ! TC / 4 SW / FF ...-- 7 .10 / l 5R 0\ fSF ` -0 724.3 ,j .. ,` -C rnY �" 0 p° /' SIG / 'X6' / ` -'- / C.0 = 725.0 ,,.,.•.''` I \, ,� M WL. ESNIT INV `j A 0 / NC 716. \ \ CR GRP '— / I tFIRE HYDRT vASSEYBLI / I 2 S• RK r/ `'� 25. 8 .5 ,. SO / .,� 724.60 2g I 216 " y i r m 4.5' R -S0 / S 4.5 R v ~ n SEND CU4( W 7 50 5.8: P 724.40 . / NOSE DOWN(TYP) 0 o S �' 1 t ' 1 .5'R 0 /fa�'10 72 .7 �- / 1 Q� •� �- \ F \ \ \ \I \ N O 1 PAINT LRB YELL W Im 1 AT FIR HYDRANT T27. 0 I j /� / // \ S 'K \ \ • 1 STANDAR V '� 4' Q� ''� PR • 6 CHAIN \ �� i / ' �� ME GRADE BEAK LINK FENCE/ U Y GG-11 ENTRANCE �- ! y 2 s SE INCUR ' � / y %n '" % \ 1 04 . SLEET E %. / _ i GRA cv 4 1 Xflt�„ y � low �' / /E1AP RARE 1/ EX. SAN. MANH(�L/E ~ 1 11 \ 0 / TOP = 718.;r7.75 1 ,�'c \ I \ / 2 � _ /. 1 Q� 7 / '� / / / INV OUT = , 1 II00 \ I II A i4.4'R7 6.80 wo 1 I 1 Ln ' i e / / / / 4 "0 SC� 40 PVC ''' I z I� 7 I J/ / SEWE LATERAL ® 4.6 f 1 a a I 1 � 27.40 / ,i ^ p, �� 1 r 9 1 I l S / 1� �V � 1�� TAP B FCSA ` m 1 -4TANDARD VDOT CG-12 / / 1 i / INV =1 707.0+/-- I PROVIDED AT DIRECTION oo v _ I / OF VDOT FIELD INSPECTOR r I II i -• I o I cn I I I { �----`-�- \ EX. TEL. & ELEC( CONDUIT SEE ENTRANCE DETAILI �l ON SHEET 3 1 � I � ' Ill I� \ \\ \ 1 ' 1 ► I I I i 1 MATCH EX. PVMT. P � 1 48 I MUSKOKA COURT ENTRANCE TAPER DETAIL NOT TO SCALE PR. 6' CHAIN LINK PAQUE SLATS TO SCRI DUMPSTER & GRAVEL cV � -. i - - XISTING RADE F ROPOSED RADE 36` M 4. COVER 63'-6 LZ PVC WO TER MAIN W W flC 14 3OD .a aZ a w 4 A ZF 0JC3 U4w Z m CDN� t H + 10+00 11 + 00 WATERLINE PROFILE SCALE} HORIZONTAL 1' = 50'i VERTICAL V = 5' F= N d Z � Z .j j Lij U6 a �N V a-CLVW a w ce 1�J V7 W O a 0 (9 0 0 no �, 0QD ('14r4) 0% N (7) 0) I (0N co�c^0 Y•a u 'a, 00 0 L -0 -o 't 't � � .... 0 m a� 4c) v 0 E s �r a� 0 V c° tv N O ..�,. rM �al_ e0t,l; TA 0 Y ' LEWIS No. 21621 ��S`gjQNiA1 �G1 4" VDOT 21-A STONE l (3000 PSI) 6" CONC DATE: SURVEY: 6 X 6-2.9 WWF(1.5" MIN CLEAR) 12NOV99 PDS SCALE: DRAWN: 1 " = 20' PLC CONCRETE SLAB DETAIL G.I.: JOB No.: NOT TO SCALE 2' 9909003 DWG: SHEET: PP-SPSHT2 2/4 VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS. SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN, V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6, IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. GRAVEL 6" 21-A COMPACTED SUBGRADE ILlllll- 2" SM-2A 6" 21-A COMPACTED SUBGRADE. ON -SITE PAVEMENT DETAILS NOT TO SCALE NOTE: GRAVEL PAVEMENT SECTION TO BE APPLIED TO STORAGE AREA AND BAY DOOR ACCESS AT REAR OF BUILDING. LIGHT PAVEMENT SECTION TO BE APPLIED TO ALL AUTO PARKING STALL AND AISLE AREAS. EXP. JT. MI EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 4" CRUSHED STONE (3000 PSI) 4" CONC 6 X 6-2.9 WWF(1.5" MIN CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE LL1 Z J 3 O cr EX. ROAD-12' 14' _ VARIES _ CROSS SLOPE = 1/4": I -_ CG-6 I -� �I. 1.5" SM-12.5A - 5" BM-25.0 Ill III -III III III - it III I 6" 21-B 12 COMPACTED SUBGRADE ENTRANCE SECTION @ MUSKOKA COURT NOT TO SCALE Radial combination curb and gutter 9 IS Radius to be as shown on plans Expansion Joint ASPHALT ON -SITE CURB & GUTTER (CG-6) NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) ON -SITE CURB & GUTTER REVERSED (CG-6R) NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) A•w-� 16 Street approach some surfacing as main line IK� roadway I !� Main line roadway A ; ------------- Note Width ' B" 2' 0" Oros shown on typical section HALF PLAN SPECIFXATWN REFERENCE 502 Face of -Gutter line Gutter tine I Curb Curb ( of Side Street AAotn line Roadway - - - t When used in con,unciron with Standard CG- 3 or CG-7. the curb face on this Standard is to oe SECTION A -A adjusted to match the mountable curb configuration ANUAHIJ CONNECTION FOR STREET INTERSECTIONS VIRGINIA DEPARTMENT W TRANSPORTATION 203.08 VAN ACCESSIBLE SIGN 7" y general backfill (low 4• "rob* waVacted OW bac*A e Lgo stone aggreg" STANDARD general backfill -- 0 D. �24' carefully compacted concrete -1 backfill O.D� 1/20.D. .\ 1 stoonee�agggregate SL.SC17-Y=i..li�J.ia.dl.1.][.11 VDOT SUBSEQUENT SPECIAL PROVISIONS 1. All patches are to be replaced in accordance with the following regulations and as shown on Figure 1. 2. The permittee will be required to replace the surface and base of the roads included under this permit in accordance with the Roads and Bridge Specifications and this Special Provision. 3. Bockfill material shall include a minimum of four (4") inches bedding materials (sand or #57 stone). The balance of the backfill shall be approved soil compacted to the bottom of subbase layer (Type 1, Size 21A or 218). The entire backfill shall be free from wood, decoying material• asphalt, concrete, ice, frost, large clods, stones and debris. MIN I S" OVERLAY ASPHALT 4. Bockfill material shall be compacted to a minimum of 95% of the theoretical maximum density at optimum moisture content, as FIGURE I CONCRETE SURFACE COURSE determined by VDOT testing procedures, use mechanical tamping throughout the depth of the trench in six (6") inch layers to insure that ,' TYPE (She). adequate support is provided for the subbase layer (Type 1, Size 21A or 216). % 5. It shall be the option of the Resident Engineer to request and review the backfill compaction test results and/or authorize on inspector Z to monitor the compaction. 6. Cuts in roads with Surface Course (SM) and Asphalt Concrete Base (BM) shall be replaced with ten (10") inches of Type I, Size 21A EXISTINGPAVEMENTlT/_- or 218 aggregate compacted to 100 percent of the theoretical maximum density at optimum moisture content covering the entire trench '-- _ - ::: ... width in addition to bench of six (6") inches from all sides, this layer shall serve as subbase. An Asphalt Concrete base course (BM) of "' six (6") inch minimum thickness or match the existing base thickness, shall be placed over the subbase A surface asphalt concrete ••••••••••.......••••---•-•-••••-••••••••••---••-••••.....1•.......... I.... ASPHALT CONCRETE BASE COURSE (BM) MIN 6• course of o minimum of 1.5" (She) shall be placed on top of the base (BM) covering the trench width. The asphalt concrete surface course .........."'........'.. ......'.'.....'..........•....•..... .............. TYPE (BM) shall be slightly higher (1 /8"-1 /4") than the existing surface to provide a smooth grade into the existing pavement surface. TYPE I SIZE 21 A OR B AGG 7. Cuts in surface treated roads with aggregate base course shall be replaced with the some layers as roads with asphalt base (BM) except X. DENSITY 21 A OR 8 MIN COMPACTED TO IUr AT OPTIMUM MOISTURECONTENT the subbase layer (Type I, Size 21A) is reduced to six (6") inches and the (BM) layer to four (4") inches but still keeping a six inch bench. + The surface course shall be a surface treatment matching the existing surface. - 8. The cut to be bockfilled shall be made as dry as practicable at the time of bockfilling by pumping, bailing, draining, or other approved (`-6 ~ 6• -� dewatering methods. TYPE CEI 30 BENCH I APPROVED SOIL OR SELECT MATERIAL 9. All cuts sides shall be trimmed to neat Straight lines and a tack coat shall be applied at a rate of 0.05 - 0.15 gallon per square yard of BACKFILL TYPE I, CBR 30 COMPACTED TO 95% RC-250 pr CAE-2 before placing the plant mix. MAX. DENSITY AT OPTIMUM MOISTURE Q CONTENT 10. Replacement of pavement shall be from edge of pavement to edge of pavement except when individual cuts ore made and not covering the entire width of the pavement. PIPE 11. Placement of all Asphalt Concrete and surface treated courses shall be rolled where possiblewith o unit having a manufacturer's BEDDING 4e j r•� _- SAND OR NO 57 STONE rating of ten (10) tons, and rolled until the aggregate is keyed into the bitumen. Where rolling is not possible, a mechanical tamp will be used. In all cuts stone is to be placed in the trench daily up to a maximum length of 500 feet, at which time the pavement shall be MIN. TRENCH WIDTH TO SUPPORT covered with a temporary or permanent asphalt patch. if conditions, the contractor shall provide and maintain a base course that is -- I O.D. +241(e) I *----TRENCH BOX acceptable to the VDOT until such time as the appropriate pavement patch can be applied and completion of the installation of the gas, sewer, and water lines, contractor shall restore pavement in the manner prescribed on the VDOT permit within (10) days. • FOR PIPE LESS THAN 12e THE TRENCH WIDTH MAY BE W MAXIMUM. SEE UB-1 (ROAD AND BRIDGE STANDARDS VOLUME II) 12. Contractor will be responsible for any depression grater than 1 /4" that occurs within three years of completion of patching. CUT REPLACEMENT IN ROADS WITH ASPHALT CONCRETE BASE AND SURFACE Correction shall consist of milling and replacing 1.5" of surface Course mix (SM). PER PL END OF STALL - STRIPE OR CURBING c WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE 0 R 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL :SIGNS MAY BE PLACED ON BUILDINGS WITH (CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE ✓' general backfill 24' carefully compacted Select backfill Mono Ir weraga1e 1/2 0 D. 6' concrete MNCRETE CRADLE general backlill y .. J 1. ►r wv„1lW colsr•„rrlon dal+ Ply fNw CG rt - .f' - T Per ooe CG-I i.earn Vie: wd.t Nln SM�yy eke SAxp •!e RADIAI- PLAN 5 ,,tt r Rossa 1?" •Y,Jw Cdrer de [ar I y, • ,dn R - - cast iron cleanout cap with brass Plug having a countersunk square head Panetta Model PA4SV-CSK (4") Panetta Model PA6SV-CSK (6") I L- square concrete skid pad 20"x 20"x 12" deep aggregate base I( depth 3") cleanout pipe -- SDR 21 sanitary _ sewer main I Wye 45°bend 6" stone beddi n9 NOTE Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. SEWER CLEANOUT Figure 17 raw. txr,0 le d"w'. 1e 0 of polo. r Un .,. d rwr AJtg1l G l2 - III r " aaaacoara -- sit vor.rloln 90-0J .e• o... d vaeweR SMac, PrNSJO,. -1 [duo irtrfM Jbla Pa unit mi C •- I1 � U tYPtCAt AErERNAr[ RAbAI. 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It. ~V40 r n..e Cvsoq•drs (` •J / fON [3 0 m Arclu'll" IAM I, ddlr"d aA 0 cyvlrx ,* Cwe Awl" re to ee eeaed AS ,lo.n M ttw dew r ed ertertw M l,w roll"twt. rler to tie d I,rr,edlen, -lots M wCo•setlw . 00 el +NrV, low'Wrof. u.epJfr,LAa.,rapN./low era 3np re,rsbtr 'WA n-wri p ail ace,sIM" eWw.rs d it re P>1+led rwj d . Nol" lorinJr Classes o Cur. orYolaMs, d .nNlier Jl✓w.rt rJ INsllrq, Cl evarn.eR, •, nw,r a+ ola+s i e -Its d r.~ aWIoom sk%-dN r,eiMr /e)e riaeb d showy r ,teed, /, less (Jai �4' f«Iny Uor rM as c,noocswd. a+r ed ant wed fr Ae1 so,N HA MelbJJ /gwll own!,. raPa,e1 r rww.tJlry.Y Ay .wJ q drsd fr. rw/emMlr M' as ytrcted ,y Ile, [Iptrwr. 00 sAxno tot a mewed eavolt .eMrAr am .lies. CJ/ylrW rlfMpall,.rho qy Mf. alp /1vdf. dx rla due deed retooled. NZ --- - - _-_ _-- --- --- - - ----- Sm0crne Krt! K[ CURB RAM(' (PERSONS iii mOBILITr /MI'N/ mL NT S) sot 10 IR -12" x 18" STND RESERVED RESERVED PARKING PARKING --- STNO, U-CHANNEL POST (-1 I 1ZE11 VAN z ACCESSIBLE p ti CL P[NALTY f100-yea P[NALTv •100-500 U TOM -AWAY ZONE TOW -AWAY ZONE W VAN HC C) ACCESSIBLE SIGN - PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE concrete thrust block stone - O 6" dia. schedule 40 - 3' steel pipe filled with concrete and painted 7' yellow I 2 O V-6-C 18" dia concrete encasement BOLLARD DETAIL .r' direction of setting to be approved prior to installation ii as required - - concrete pad V-6" sq. x 6" deep j� 1j--- ---- 2" min 6" max. I i! I screw type -- adipstable stone to be minimum valve box of 6" above top of base Ztl .1�t� megaktgs FIRE HYDRANT ASSEMBLY Figure 9 locator peg a mechanical 'pint -- swivel tee with 6" txanch METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in Dio Non -Traffic M32C-Pw Traffic A32HH - T 24 in Dio. Non -Traffic MC-30 (Frame) WITH RML- I -T (Top Lid) Traffic MC-30 (Frame) WITH RML- 12-T (Top Lid) Note: 1 /2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2•x 4• with top 6 painted blue meter cover ? set 2" above T vanes as required jp sodd nq prior 18" t� corporation stop 3" stone bedding or by F.C.SA meter box surrounding box -F ong i (check valve 36"min. with drom valve 41 18 imin. ogle tqk type K copper I tubing, continuous rater without otnts from main Lo meter _ main METER SETTING PARTS no size meter size Yoke ample yoke bo vatve angle check Volvo expansion whets 3/4 5/8"x3/4' Y502 BA94-223W HHC.M4-323M-G EC-23 I" 3/4" lYS04 BA94-344W HHCA94-323TD-G EC-23 I 1" Y504 BA94-444W HHCA94-4447D-G EC-_4 ­ 2 ft. 6" stone bedding --transition to motor setting as required j" Ft. curb At gutter / l Street INSTALLATION NOTES. sidewalk 1 Exact location of meter box assembly n to be approved prior to retaliation 2. Water service crossing street shall be I" Kype encased in 2' did SCH40 PVC or M c ' 11 d copper.. SDR21 piping The piping shall run from 3/4" type K one foot beyond sidewalk, across the copper for street, to one foot beyond sidewalk single meter installation - 1%3/4" Wye DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 J t- 0 U D Z 0 w J F J Z O >0 O V W Q W NZ W5 Z_jW mUNvS jwCLZ a- Z I Jus V eJ M (VY ~ T CLCUW Uj W U Q W O a ■ O O N a� R V) N I.O N CD r ()) r-, Lo N N V) a c0 CO _y `_ W & O O J0��� 'D � C) ,, QNj -C .E WL D -C O U a 4) ul U (n 3. Z N O rM a VT 11 0 P o HN . LEWIS ' No. 21621 N�__,S�IONAL _ DATE: SURVEY: 12NOV99 NA SCALE: DRAWN. AS SHOWN PLC C. I.: JOB NO.: NA 9909003 DWG: SHEET: PP-SPSHT3 3/4 ~ \ � ( I I I , EXTRA STRENGTH FILTER FABRIC EROSION AND SILTATION CONTROL NARRATIVE \ \ N NEEDED WITHOUT WIRE MESH SUPPORT Project Description \ \ SF The developer proposes to perform moss groding of a proposed building site containing approximately 1.0 acre. The total area of disturbance on the parcel is approximately 1.2 acres. Storm \ O r I STEEL OR water runoff will discharge overland to Buffalo Lick Run, after passing through on existing storm N j WOOD POST water deteintion facility. A Land Disturbance Permit will be obtained from the Frederick County FLOP Deportment of Public Works for the proposed construction. 20 0 20 60 Existing Site Conditions F1Av \ , The site is currently vacant. Slopes range from 1.0 % to approximately 12.0%. P M Adjacent Areas The site is bordered on the east by the Muskoka Court right-of-woy The land to the south is zoned \ i / ______ _ / /r M-1 and owned by The Adams Family LTD. Partnership. The land to the west is zoned M-1 and Scale 1" = 20 ft I Ili 1 10 FT MAX SPACING WITH by The Pruitt Corporation. The land to the north is zoned M-1 and is owned by Crum Electric Co. WIRE SUPPORT FENCE WITHOUT i /rI � W / I I I I 6 FT MAX SPACING wHOUT Off -site Areas WIRE SUPPORt FENCE Off -site disturbance or construction activities will include grading on the adjacent lot to the south. • � r Critical Areas I There are no critical areas identified on the site. / I Erosion and Sediment Control Measures 3.02 A 12'w by 50'1 temporary stone construction entrance with a concrete washrock will be PONDING HT. PONDING HT. Constructed from Muskoka Court. The entrance shall be maintained in a condition which will prevent I STEEL OR FILTER RCFABRIC tracking or flow of mud onto the public rights-of-woy. This may require periodic top dressing with ICFIST � TATTACH O UPSTEAM ELY additional stone or the washing and reworking of existing stone as conditions demand and repair PRESERVED SIDE OF POST. and/or cleonout of any structures used to trap sediment. All materials spilled, dropped, washed, or RUNOFF tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of ' fRUNOFF -- water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted (REC% DED) / STORAG HT. °; under any circumstances. 3.05 Silt fence will be installed in selected locations downstream from the construction area as a / I I II I l j� : i j ll•. �" first measure of construction. Silt fence will be placed at the proposed toe of slope along the entrance where the fill slope will be extended for the turn lone. Silt fence will be installed around the / 12' MIN. ( -� I l 12" MIN. x / O l I , _.11--__•- 1 downstream side of the topsoil stockpile. Silt fences shall be inspected offer each rainfall and at least 4"4' TRENCH daily during prolonged rainfall. Any required repairs shall be mode immediately. Damaged, WITH K (COMPACTED G vEl decomposed or otherwise Ineffective silt fence sholl be replaced. Sediment deposits should be removed L-- after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall STANDARD DETAIL ALTERNATE DETAIL be dressed to conform with the existing grode and stabilized. 3.07 A block and gravel drop inlet sediment filter will be installed around each of the proposed / } \ TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL storm water drop inlets immediately after installation. The structure shall be inspected after each ruin and repairs mode as needed. Sediment shall be removed and the trap restored to its original NOTE; dimensions when the sediment has accumulated to one half the design depth of the trap. Removed \ x / / / .� 1 1. 1. INSPECT AND REPAIR FENCE AFTER EACH sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures / STORM EVENT AND REMOVE SEDIMENT WHEN shall be removed and the area stabilized when the remaining drainage area has been properly NECESSARY. stabilized. 2. REMOVED SEDIMEW SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the 1 / SEDIMENT OFF -SITE AND CAN BE PERMANENTLY topsoil stock pile and all areas which will not be brought t0 final grade within 30 days. Embankment STABILIZED. / ( SILT FENCE or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and 3. TO FENCE SHALL BE PLACED EFFICIENCY. SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. mulched. TO coincide with the anticipated construction dotes, the seeding will consist of 50 pounds x x ( II per acre of German Millet. All temporary seeding areas will be mulched in accordance with the \ AS / / / , i schedule included herein. \ / 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is December 1999 through June 2000. 10 / 3.35 All seeded areas will be mulched in accordance with the schedule included herein. \ P I Temporary Seeding 0 SEED TYPE RATE MIN, PURITY(%) MIN. GERM.(%) WHERE RIDGE REQUIRED WH EREE GRADE EXCEEDS 2% Sept 1 Feb 15: � 2 7, OR GRE{`TER / ' Annual Ryegross 50 Ib/oc 98 85 Winter Rye 50 lb/oc 98 85 Rp4PAVED May 1 - Aug 31: 1 11 ' • I / / '\� I \ I --- ---1 1 �) t_{ German Millet 50 Ib/oc 98 85 l ` AS / / / / \ �� \ _ FILTER FABRIC or Feb 16 - Apr 30: x / / / \ SECTION A A Annual ryegrass 75 Ib/ac 98 85 / \ \ Mulch: 1.5 ton/oc small grain straw NOTE: / � Fertilizer: 1000 Ib/ac 10-10-10 SPILLWAY USE SANDBAGS, STRAW BALES SEDIMENT BARRIER �� TO CHHpNNELIZEAPPROVED RUNOFF METHODS TO BASIN (STRAW BALE TYPE sFlowNI \ As/REQUIRED, Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent ' SUPPLY WATER S WASH stabilization sholl be applied to areas that ore to be left dormont for more than one year. During I / / / / I \ WHEELS IF NEctsARv construction of the project, soil stockpiles sholl be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of \ �\ CE -firx a all soil stockpiles on site as well as soil intentionally transported from the. project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: x / / / \ o do now - -/ (now Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. x � ��++((� R .J ,_�' �.� �,�,,,,� b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). Zj �- /JP / / / / / SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) ` a A A WASHRACKGREGATE COURSE N Toll fescue 60 Ib.oc 97 85 /�-}---� MIN. 6" THICK �_ Red clover 8 Ib/oc 95 65 I III PS S(mDu 1 / / / / 0 ® V ? Ladino clover 8 Ib/ac 95 65 /1� ' j� 1, 14 94- Nurse Gross -(season dependent) Sept 1 - Feb 15: Z DIVERSION RIDGE Annual Ryegross 12 Ib/ac 98 85 Ln Winter Rye 12 Ib/ac 98 85 x I 50' MIN May 1 - Aug 31, � UJ PLAN German Millet 12 Ib/oc 98 85 / / Ior NOTES: Feb 16 - Apr 30: ac 98 85ross 12 Ib r e 1. THE ENTRANCE SHALL BE MAINTAINED IN A Annualy g / PLANT LIST CONDITION THAT WILL PREVENT TRACKING OR Mulch: 1.5 ton/oc small groin straw LANDSCAPE NOTES KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AS 3 ACer socchorinum LEGACY SUGAR MAPLE 2 1/2"-3 Col. IC 19 Ilex crenoto JAPANESE HOLLY 3'-4' B&B 3' cc ZS 8 Zelkovo serroto JAPANESE ZELKOVA 2 1/2"-3 cal. 1. Frederick County Landscaping Tabulation: R FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- OF -WAY. THIS MAY REQUIRE TOP DRESSING. Fertilizer 1 OOO Ib/OC 10-10-10 Zoning: M1, Light Industrial District REPAIR AND/OR CLEANOUT OF ANY MEASURES Landscape Area Required: 25% x 1.036 acres = 0.259 acres USED TO TRAP SEDIMENT. 1. Erosion control practices sholl conform to the requirements of the Virginia Erosion and P q 9 Proposed Building & Pavement Area: 0.761 acres 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. TEMPORARY Sediment control Handbook. Landscape Area Proposed: 0.275 acres = 26.52% 3 WHEN WASHING IS REQUIRED. IT SHALL BE DONE GRAVEL 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION and shall remain in place Until the site is fully stabilized. THAT DRAINS INTO AN APPROVED SEDIMENT TAP 3. The Contractor shall perform overlot grading t0 provide positive drainage and preclude All sizes ore at time of planting. Forking Lot Landscaping OR SEDIMENT BASIN. ENTRANCE/EXIT P g g P P g Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter 4 INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS ponding of water. All off site grading and construction is to be done with the property owner's parking perimeter = 323.50 feet consent. shade trees required = 323.50/40 = 8.0 Provided: 9 4. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless I22 •` A 3' high evergreen hedge will be installed to prevent headlights from shining otherwise specified on the plans. y� onto the public rights -of -way. 5. The limits of clearing and grading are shown on the plans. Interior Landscaping Required: 1 shade tree per 10 parking spaces �bc, °`�' total parking spaces - 17 3 shade trees provided = 17/10 = 2 5% of interior to be landscaped NOTE PLANT SPACING VARIES SEE PLANS)- interior area = 7025.96 square feet PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES required interior landscape area = 351.30 SF ALL SHRUB BEDS TO BE COMPLETELY .j \ interior landscape area provided = 660+/- SF EXCAVATED OF ALL EXISTING SOIL \� TO REQUIRED DEPTH AND BACKFILLED 2. Confirm the locations of any utilities above or below ground prior to Commencing work. W/ REQUIRED SOIL MIX. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the MULCH TO BE 3" DEPTH layout shown on the plan. / • COMPLETELY REMOVE ALL 3. Verify the quantities shown on the plant list with totols indicated on the plan. Contact the STRINGS, RIBBONS. AND Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of TAGS FROM PLANT. _ __--- bidding. NOTE: CONTRACTOR TO REGRADE, SOD OR HrDROSEED AND STRAW MULCH ALL 4. All materials are subject to approval by the Owner or Owner's representative. Provide the REMOVE TOP 1 OF ALL 3 -- - AREAS DISTURBED AS A RESULT / SOIL MIX Owner with o tag from each plant species and .. .i;mot of the plant suppliers. Where any requirements BURLAP FABRIC AROUND OF THEIR WORK ore omitted from the Plant List, use plants which meet the normal requirements for the variety ROOT BALL. according to the American Association of Nurserymen. / (2) UPRIGHT STAKES TO BE USED ON SCARIFY ROOTS ON POT - TREES UP TO 12' HGT LARGER TREES 5. Plants Sh011 be sound, healthy, g eggs vigorous, well branched, free Of disease, insect e S and BOUND PLANTS. / TO BE GUYED larvae, and sholl have adequate rootsystems. PERIMETERS t28 36' COMPACT 50IL TO 85% AT OPTIMUM MOISTURE CONTENT TREE WRAP MAIN TRUNK / / 1 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. RUBBER HOSE Failure to meet minimum size on any plant will result in rejection of that plant. I SHRUB PLANTING BED 2"r2" HARDWOOD GUY STAKE 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous AREA- 53; SECTION 2 PER TREE / edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of PERIMETER- 122. 6' 12 GAUGE GALVANIZED the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within WIRE -DOUBLE STRAND TWISTED four feet of any shrub bed shall share the some bed. Grade finished planting beds so as not to impede EA- 292 74 Sr DO NOT COVER ROOT CROWN. ,. surface drainage. 3' MULCH 5' -7 3" SAUCER AROUND TREE 8. Locate trees a minimum of 3 feet from walls or walks, if possible. .u6- 3.492.88 / MULCHED SHRUB BED 12 9. Stake and guy oil trees according with standard practice and/or the suppliers / - / 45• recommendations. At a minimum, all deciduous trees sholl be double -guyed with 72" hardwood AREA- 174.33,SF AREA. 193.39 SF SHRUBS 45 stokes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber PERIMETER- 72.47' PERENNIALS ii - EXSTING GRADE hose connections. Stakes shall be 2" x 2" x 72" �• � � / BLACK CORRUGATED PLASTIC PIPESOIL MIX " / TOTAL PARKING AREA. 7,025.96 SF / 3 10. Use shredded hardwood bork mulch in oil plonting beds. / TOTAL INTERIOR ISLAND AREA. 660.46 SF SOIL MIX TOTAL PERIMETER LENGTH. 323.130' ------� 1 1 . Remove all togs , twine and containers from installed plants. Roll bock burlap one third on PREPARED BED WITH FINE BARK MULCH - MOUND PERENNIAL BED - COMPACTED MOUND TO PREVENT �.. all B&B plants. PARKING AREA TABULATION 2'-3" HIGHER THAN SURROUNDING BED. TREE FROM SETTLING - 6" MIN HGT 0 4" DEPTH % i 12. Plant substitutions are permitted with consent from the Landscape Architect. NT.S. UPRIGHT STAKES EXTENDED TO FINE HARDWOOD BARK MULCH TO BE , ' , FIRM BEARING 13. Prepare the soil in all bedding areas by mixir� into the top six inches Of soil One cubic yard MIN. NUGGETS. OR SIMULAR, PLACED Of manure, eat and 10-6-4 granular fertilizer per 100 square feet of area. Remove an turf, weeds or REMOVE TOP 1 /3 OF ALL BURLAP dl ------ _ p g p q y ROPE FROM ROOT BALL MIN Other vegetation completely prior to installation. MULCHING OF PREPARED TREE PLANTING 14. Plant all materials in their appropriate season. The Contractor shall guarantee all plant ANNUALPERENNIAL BED WITHIN SHRUB BED SECTION materials and workmanship for o period of one year from time of installation. - -- ---------- SECTION EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE 3.05 SILT FENCE X T X 3.07 INLET PROTECTION IP 3.18 OUTLET PROTECTION 3.30 TOPSOILING f - 3.31 TEMPORARY SEEDING lDS - 3.32 PERMANENT SEEDING pg 3.35 MULCHING MU Q � a. J 0 z . ZZ o J OU �t. WZ Q, W W u oW W Z V' Q I w o0 J I- O IUL W Q N Z W J M M L) Q JWaZ a- Z I J = (V m OU J Z W I.-- Z Y U cro W aU U LLJW Cr_ W Q W O Li.. rY a ■ U0 ■ 0 N a� O to 0 N t•O Itln (N NN L0 If) t>_ V) N N W C cD 0 O L d' t0 0 tt 0 In In O O C N ._ W� j 0 L -C -C C)L . C O U O Cn C 3 LL Z0 (N I) a b!V+� OF c i N LEWIS No. 21621 oAAS'SG���� 10NAL _ DATE: SURVEY: 12NOV99 PDS SCALE: DRAWN: 1" = 20' PLC C.I.: JOB NO..- 2' 9909003 DWG: SHEET. PP-SPSHT4 4/4 ABBREVIATIONS FREDERICK COUNTY, VIRGINIA ASSY. ASSEMBLY BF BASEMENT FLOOR BLK, BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EDP EDGE OFPAVEMENT FFE FINISHEI)OfLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FIG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Ga. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6' HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R,O, ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T B P TO BE PRESERVED �� POWELLS PLUMBING AIRPORT BUSINESS CENTER SECTION 2 - PARCEL 20 FREDERICK COUNTY, VIRGINIA GENERAL OTES 1. The roperty elineated on this plan is located on Muskoka Court adjacent to Airport Road in the hownee agisterial District in the County of Frederick, Virginia. The developer of the property ses to construct one building on approximately 1.0 ocre. Presently, the lot is vacant. 2. Property Owner v Powell's Plumbing l 214 Waterloo Court Winchester, VA 22601 Telephone: 540-665-8196 3. Property Developer: Contact: Mr. Kevin Kenney Construction Management, Inc. 360-2 McGhee Road Winchester, Virginia 22603 Telephone: 540-665-0693 TB THRUST BLOCK 4. Engineer/Landscape Architect: Contact: Mr. John Lewis TIC TOP OF CURB `J PAINTER-LEWIS, P.L.C. TEL TELEPHONE 302 South Braddock Street, Suite 200 TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX Winchester, Virginia 22601 Telephone: (540) 662-5792 TYP TYPICAL UGE UNDERGROUND ELECTRIC XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET X00.00 PROPOSED SPOT ELEVATION x00.00 EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 112' PER FOOT, TRANSITION THE GUTTEF OVER A 10' LENGTH (TYP), 5. Property boundary and topographic information shown on these plans was taken from aerial photography. A job BENCHMARK is located on the corner of a concrete utility pad at the intersection of Admiral Byrd Drive and Airport Road. The REFERENCE ELEVATION is 721.99. 6. Site Data: Parcel Ar 1.0366 acres 4515i.Zot4 PIN: 64((A))45 Zon�- - -1 with Flex -Tech Overlay Use: Office and Storage for Building -related Construction Front Yard Setback: Required - 75' Provided - 115'+ Rear Yard Setback: Required - 25' Provided - 135'+ Side Yard Setback: Required - 25' Provided - 36'+ Maximum Building Height: Allowed - 60' Proposed - 18'+/- Maximum FAR: Allowed - 1.0 Proposed Total Floor Area 5,000 sf = �,AR 11 7. Environmental Features: �\ Wetlands - No wetlands indicator plants and soils have been identified on the property. Flood plains - No flood plain has been identified on the property. Sinkholes - No sinkholes have been identified on this site. Steep Slopes - Steep slopes are defined by the Frederick County Code as slopes exceeding 15%. No steep slopes have been identified on this site. Woodlands - Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves greater than 1 /4 acre. No woodlands have been identified on this site. 8. Storm water management. is addressed in a report by Painter -Lewis, P.L.C. titled "STORM WATER MANAGEMENT REPORT", AIRPORT BUSINESS PARC, BUILDING A, dated June 6, 1999. 7. Landscaping Requirements: see Landscape Notes 8. Parking Space Requirements: Property Line Setback: Required - 5' Provided - 5'+ Right-of-way Setback: Required - 25' Provided - 26'+ Warehouse space - 3,500 sf Required - 1 space per employee Number of employees 2; 2 spaces Office space - 1,500 sf Required - 1 space per 250 sf = 6 spaces Total spaces required = 8 Provided - 9 spaces including 1 ADA spaces Loading Space Requirements: Required - none 9. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29. HC ramps off site shall be constructed per VDOT standards. 10. Buffering Requirements: The adjacent land to the north, east and south is zoned M-1 which requires no buffer. The adjacent land to the west is the Muskoka Court right-of-way which requires no buffer CONSTRUCTION NOTES 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at all times 3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. 4. Controlled Fills: A. Controlled compaction shall occur in all rill sections for pavement, trenches for utilities and in other areas as designated on the plans. B. Controlled fills shall be compacted to 98% density as determined by methods per standard proctor ASTM D 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 �nch lifts (loose thickness) to the specified density, beginning from the existing ground surface, unless otherwise approved in writing by a qualified soils engineer. D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill to oe placed thereon. E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. 5. Blasting is not permitted within 25 fee. ..f existing utilities without owner permission. 6. Storm sewer and pavement materials cc:'led for on the plans refer to standard VDOT designations. 7. No soils report was furnished for the project area. 8. All radii indicate edge of gravel, edge c ` pavement or face of curb as applicable. 9. The CONTRACTOR shall obtain a permit from VDOT for the work proposed in the rights -of -way. 10. All disturbed R.O.W. monuments are to `)e replaced and verified by a certified land surveyor at the CONTRACTOR's expense. 11. The DEVELOPER shall obtain permission from adjoining property owners prior to conducting any off site construction activities. 12. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. 13. No free-standing outdoor lighting is proposed. 14. Trash removal will be performed by a private contractor.? FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Department of Health and the Frederick County Sanitation Authority (the "authority") 2. Water service will be provided by on' e; Tension of the Frederick County Sanitation Authority water main located in the Muskoka Court right-of-way. 3. The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority. 4. Exact locations of water and sewer services on new lines are to be coordinated with 'the Authority's inspector. 5. The Sanitation Authority shroll install all water and sewer services that connect to existing lines. The location of the top and the terrrination point of the lateral are to be coordinated with the Authority's assistant engineer. An application for services must be made and fees paid. 6. The Authority shall tap all existing water lines. They witl furnish the materials for and make the tap. The CONTRACTOR must make apoiication for and pay the cost of this work. CARPERS VALLEY GOLF CLUB z J J NR MUNICIPAL U ❑ r/ MUNICIPALICIPAL qf�A AIRPORT O,pl SITE ADMIRAL BYRD DRIVE id VICINITY MAP 1" = 2000' _ �I C PROJECT HOPE -1L �- - - 1 11110 � HILDREN'S SERVICE THE PEOPLE -TO -THE -PEOPLE I ADAMS LOT 40A I L�n OF VIRGINIA, INC. i HEALTH FOUNDATION 1 1 I ZONED B-2/FLEX-TECH I l ZONED B-2 ZONED M-1 1 _ _ USE: OFFICE !PARCEL 3 USE: OFFICE USE: WAREHOUSE/DISTRIBUTION J64-A-40 B�64-A-45D 1.50 ACRES 4.62 ACRES- I ADAMS FAMILY LIMITED PARTNERSHIP 64 64-AA _ _ ` - - - - EL EV 721.99 ' ZONED B-2 -` z USE: VACANT 1� �9 8.05 ACRES -- !--- --- T L ------URECEIVE PARCEL 19��Lt.t: 0 6 1999 �CRUMAELCTRIC 1 I I AIRPORT BUSINESS PARC BUILDING A, LL ,1.,, p5, / / ZONED M 1 ZONED M 1/FLEX-TECH `Ic DEPT. OF PLaPa �i �GIDEVELOPM`� T �o . , \ USE: VACANT I I USE: COMMERCIAL o / STAFFORD HOLDING COMPANY �O��F / j� \ \ \ 3.0027 ACRES I I 10.364 ACRES I J PRESTON PLACE APARTMENT ZONED RP S C% �/ USE: RESIDENTIAL/ I �� 21.97 ACRES ----- - - - - -- _----_ - .�3u` 1 • / / 1 � 11 I I ,✓s� � 64-A-45F BORDERLINE, L.L.C. I I ZONED M-1 USE: VACANT 2.67 ACRES ) 1 r \ 64-A-40 1 AIRPORT BUSINESS PARK, LLC ZONED M-1/FLEX-TECH 64-A-45 USE: VACANT ADAMS FAMILY LIMITED PARTNERSHIP 52.0557 ACRES ZONED M-1/FLEX-TECH JISL USE: VACANT 24.3846 ACRES 1 7. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require: 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the covIr and the yoke bar be between 18 and 21 inches; 4) all components of the meter box assem ly to be in proper working order. It is the developer's responsibility to have the meter box assembly installed correctly. PROPERTY MAP \ 1" = 200' ZONING ADMINISTRATOR DATE FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL LIST OF DRAWINGS: SHT. 1 /4: COVER SHEET SHT. 2/4: SITE PLAN SHT. 3/4: CONSTRUCTION DETAILS SHT. 4/4: LANDSCAPE PLAN EROSION & SEDIMENT CONTROL PLAN FOR REVIEW ON �V,p�LT H op Z 3 h't C EIS 01V.2621t�� �'IL PAINTER-LEWIS P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 JOB NO, 9909003 SHEET 12NOV99 1 /4 I I 20 0 20 \ 60 I I Scale 1" = 20 ft \\\ \\ \ TRAFFIC IMPACT *AIRPORT ROAD DATA SOURCE: ITE MANUAL, SIXTH EDITION \ \ O ` \ LAND USE: 110-GENERAL LIGHT INDUSTRIAL \ \ cV PROPOSED GFA = 5,000 SF \ I \ \\\ \ TRIPS BASED ON 1000 SF GFA: t \ WEEKDAY: 6.97 X 5 = 35 TRIPS \\\\\\ \ AM PEAK HOUR: 1.01 X 5 = 5 TRIPS 1 \ K / P'VMT III \ \ \ PM PEAK HOUR: 1.0 X = I II 8 5 5 TRIPS 1 \ P PRK\i I 0 I I I I TRUCKS WEEKDAY (5%): OS X 35 2 TRIPS = z v) PVMT 724.0 I END CURB W/1 2i - 1 zI I II NOSEGRA ELD OWN-BEGIN P I %Y ,y D R 1 1 II 1I 0 AGE 3�H 40 F�/C RE / I ',a DI ! � I _/ I :) \ o \ ROOF COLLECTOR PVMT \ \ SEE DETAIL PHIS-5HT 725.0 \ I CORP STOP - 1 " TYPE K COPPER WATER SE VICE TC f `L 3/4" WATER METER .� �5'�c6' \ PV FIRE HYD R Ii :- \ \ \ \ 8X6 REDUCER \ -�' p GG�6._..� GR vM� 2� 72�5 ANT -� \OUT IN 17 5 I 1 PLAC� RIP RAP ON \ \ 1 /."08) / I I ( OUTSI E SLOPE TO TC j L IIAPPROXIMATE 90 725.0 o , t I ) CONFI URATION SHOWN \ 1 \ % s' -- i IISTONE� DIMENSIONS: CONC. PROPOSED�UILDING 5s' d50 = 75' a � \ 5,000 SF � HEIGHT PVMT I I TIDE I. - 18 MIN. \ EX. WV(3) \ 2 TC 4' SW �- 725.10 r_" - / 721.0 pO / \ \ 1 PVMT T ,'lY 724.3 00 / / / EX. SAN. 11 , ' 2p. HC St4 5'X6' / / 725.0 - III II v \ SEW. ESMT. 1 \ o / CONC r / -I O \ \ 11 v7 2p 00 ' \ t� _4dV=716. HCR 5 G 1 T / �I 25.50 �' ° gU��D1`� 4.5'R 724.60 SW O T i 4.5' R T7 1 1 727.50 725.80 T + O 1 12.5'R1 2 .2 PV T T ��'oo o U 3 1 20 / 0 72 .7 7 4 / ,�, I h724.50 27.00 ^ CONNECT 8 ROOF DRAIN w O- I I �I " I o G,6 ` / TO 15X8 TEE o SLEE,.. VE / _ i GRP /I/ 11 OI /!� RPR`! EX. SAN, MANHC�.L/E \ I - - TC / TOP = 718.50�- /- \ x I \ 0 OJ I 72500 � � � � / / / � / INV OUT = �07.75d000 I IIIl. \ do. Lo II I a o / I III T Imo' ��� DI-3C: L=8' / / / Iil ,- - n I I I 7 6.80 i TOP z I II 2.5'R �/ f INV OUT j 719.80(15") ' / j / /1 ' I 7 I 40 SC� 40 PVC I I \ Icn I w I I I 7 I // i SEWER LATERAL 0 4.67 o Q I I I I 27.40 / i // 1� �\� \� �\� CON N CT T N rr, I 0 EXISTING SE ER I I I / / / '� i WITH X4 SADDLE WYE o \ / / INV - 707.0+/- cn I I I \ EX. TEL. & ELEC( CONDUIT SEE ATRANCE DETAILI II I I ON SHEET 3 \\ \\ "IN II I I I 1 I � ! � � , , ►i \ � � \. � } "1 I. �I � III I I► i I � � /- DOWNSPOUT WIRE SCREEN FOR RODENTS /- REDUCER AS REQ'D WITH WIRE MESH SCREEN FOR RODENTS i r---i� 12- MAX. 8' SCHEDULE 40 PVC ?-- FIELD FIT -MAINTAIN 1% MIN. SLOOPE 45' BEND(SCH 40 PVC) NOTES 1% MIN. SLOPE 1, USE SCH 40 PVC FOR ALL PIPING. CONNECTIONS CAN BE MADE USING FERNCO COUPLINGS AND REDUCERS. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE, SEE NOTE M2 3, THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE SEE STORM SEWER PLAN RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE FOR SIZE OF COLLECTOR RODENT SCREEN, BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT COLLECTOR DETAIL -DOWNSPOUTOF THE RODENT SCREEN, NOT TO SCALE 730 725 720 715 710 EXISTING GRADE PROPO ED GRAD Ile loe 2 0'- '0 CMP @ 2 08% I 4' SAN. SEE SIT PLAN FOR RIP RAP DETAILS W Q W o co W ❑ N r ❑ o: n a El W co o W H J 0 W n N 3 W II O q II o Z (U o cn Z + + 10+00 11+00 12+00 STORM CULVERT PROFILE SCALE; HORIZONTAL; I' = 50'; VERTICAL: V = 5' w III 0*0 J z 0 Z W 0- W > It W V) 0 LL W_ WN a Z W _j La mUVs a Z J a. W 0- Z D J� (4I m 0 J ��pV Y aU W MW QLi W W o ILL. CI ■ ■ JN o o ■ v _ N 0) N N r Lr) r to v c o N N WU Y C Q, 0 p cD 0 J i -° t't a �cl W�_c � 0 �. aN O U N U ZN 0 rn R a ryTx °F 7/1 JOHN C. LEWIS a No. 21621 �;6O��ss _IONAt _ DATE: �- SURVEY: 12NOV99 PDS SCALE: DRAWN: 1 " = 20' PLC C.I.: JOB NO.: 2' 9909003 DWG: SHEET: PP-SPSHT2 2/4 VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT, V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. LOW I10% GRAVEL 6" 21-A- . COMPACTED SUBGRADE- �=J1- 2" SM-2A 6" 21-A COMPACTED SUBGRADE' ON -SITE PAVEMENT DETAILS NOT TO SCALE NOTE: GRAVEL PAVEMENT SECTION TO BE APPLIED TO STORAGE AREA AND BAY DOOR ACCESS AT REAR OF BUILDING. LIGHT PAVEMENT SECTION TO BE APPLIED TO ALL AUTO PARKING STALL AND AISLE AREAS. t-XI'. J 1 . Mt( EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 4" CRUSHED STONE (3000 PSI) 4" CONC 6 X 6-2.9 WWF(1.5" MIN CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE W _z J O EX. ROAD-12' 14' CROSS SLOPE = 1 /4": 1' 1.5" SM-12.5A J III -III -I I I-1 I I-_ 5" BM- 25.0 6" 21-B COMPACTED SUBGRADE CG-6 VARIES ENTRANCE SECTION MUSKOKA COURT NOT TO SCALE VDOT SUBSEQUENT SPECIAL PROVISIONS 1. All patches are to be replaced in accordance with the following regulations and as shown on Figure 1. ASPHALT I TYPICAL PIPE BEDDING DETAIL 7" NO SCALE ON -SITE CURB & GUTTER (CG-6) NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) 7„ ON -SITE CURB & GUTTER REVERSED (CG-6R) NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL )NFORMATION) 48' I MUSKOKA COURT ENTRANCE TAPER DETAIL NOT TO SCALE 2. The permittee will be required to replace the surface and base of the roods included under this permit in accordance with the Roods and Bridge Specifications and this Special Provision. 3. Backfill material shall include a minimum of four (4") inches bedding materials (sand or #57 stone). The balance of the backfill sholl FIGURE I be approved soil compacted to the bottom of subbase layer (Type I, Size 21A or 218). The entire bockfill shall be free from wood, decaying material, asphalt, concrete, ice, frost, large clods, stones and debris. 4. Backfill material shall be compacted to a minimum of 95% of the theoretical maximum density at optimum moisture content, as determined by VDOT testing procedures, use mechanical tamping throughout the depth of the trench in six (6") inch layers to insure that adequate support is provided for the subbase layer (Type I, Size 21A or 218). EXISTING AWMENT/Z- 5.. It sholl be the option of the Resident Engineer to request and review the backfill compaction test results and/or authorize on inspector -- - - to monitor the compaction. ........................................................................... 6. Cuts in roods with Surface Course (SM) and Asphalt Concrete Bose BM shall be replaced with ten 10" inches of Type I, Size 21A (BM) MIN 6" or 21 B aggregate compacted to 100 percent of the theoretical maximum density at optimum moisture content covering the entire trench i width in addition to bench of six (6") inches from all sides, this layer shall serve as subbase. An Asphalt Concrete base course (BM) of 4 six (6) inch minimum thickness or match the existing base thickness, sholl be placed over the subbase. A surfa ce asphalt concrete 21 AOR B MIN 10' course of a minimum of 1.5" (SM) sholl be placed on top of the base (BM) covering the trench width. The asphalt concrete surface course shall be slightly higher (1/8"-1/4") than the existing surface to provide a smooth grade into the existing pavement surface. L,J U Q Z 41 0 W a 0 a CL MIN. 1.5" OVERLAY ASPHALT CONCRETE SURFACE COURSE TYPE (SM). ASPHALT CONCRETE BASE COURSE TYPE (BM) TYPE I SIZE 21 A OR B AGG CO CTED T OT/a MPA O I MAX. DENSITY AT OPTIMUM MOISTURE CONTENT 7. Cuts in surface treated roads with aggregate base course shall be replaced with the some layers as roads with asphalt base (BM) except I*---6' 0 r 6" the subbase layer (Type 1, Size 21A) is reduced to six (6") inches and the (BM) layer to four (4') inches but still keeping a six inch bench. SELECT MATERIAL BENCH The surface course shall be a surface treatment matching the existing surface. TYPE I CBR 30 APPROVED SOIL OR SELECT MATERIAL BACKFILL TYPE I, CBR 30 COMPACTED TO 95%MAX. 8. The cut to be backfilled shall be mode as dry as practicable at the time of backfilling by pumping, bailing, draining, or other approved DENSITY AT OPTIMUM MOISTURE dewatering methods. O.0 CONTENT 9. All cuts sides shall be trimmed to neat straight lines and a took coat shall be applied of a rate of 0.05 - 0.15 gallon per square yard of . PIPE RC-250 pr CAE-2 before placing the plant mix. 10. Replacement of pavement shall be from edge of pavement to edge of pavement except when individual cuts are made and not BEDDING 4e1 i- SAND OR NO. 57STONE covering the entire width of the pavement. MIN. TRENCH WIDTH TO SUPPORT 11 . Placement of all Asphalt Concrete and surface treated courses shall be rolled where possiblewith a unit having a manufacturer's 111I O.D. +24e(*) 14 TRENCH BOX rating of ten (10) tons, and rolled until the aggregate is keyed into the bitumen. Where rolling is not possible, a mechanical tamp will be used. In all cuts stone is to be placed in the trench doily up to a maximum length of 500 feet, at which time the pavement shall be • FOR PIPE LESS THAN 12' THE TRENCH WIDTH MAY BE 36' MAXIMUM. covered with a temporary or permanent asphalt patch. If conditions, the contractor shall provide and maintain a base course that is SEE UB-1 (ROAD AND BRIDGE STANDARDS VOLUME II) acceptable to the VDOT until such time as the appropriate pavement patch can be applied and completion of the installation of the gas, sewer, and water lines, contractor shall restore pavement in the manner prescribed on the VDOT permit within (10) days. CUT REPLACEMENT IN ROADS WITH ASPHALT CONCRETE BASE AND SURFACE 12. Contractor will be responsible for any depression groter than 1 /4" that occurs within three years of completion of patching. Correction sholl consist of milling and replacing 1.5" of surface course mix (SM). FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE EW-I,IAPC 1 39* Ctlrlda SW be PI ON e.d on as eooaed adgM. see Detail A - • 4 Bon ID 12' C-C _ Eeen eoy,Each toes -H- dt 4 Burs (b 6' C-C -O• Flow ' Each .o), Eoch fore. - i g•1. See DOW B FRONT ELEVATION SECTION A -A +' t•2V • !foo: dumper NOTES t.1•Itoot dtomet., Shape to be t.velsd Con[retr +c a 4000 PS t m�m.num compusfw _.Nthwith morur I1 pits IT to be etened the 000no; -1: be Odluned It occern,nodtoto angles up to 45- \ $4,040rcmp noel m OCCO,donce wah ASTM A-6t5 Uith1w, q total Ape ope N os required. 4'nw 8'noA Lpga Ittor, 0 Cl per .• +. Dm,a,s,ort al,oan ore n,m,m,en Actual TeoWrer,ml. ,net' „Ott -I" ttW%Owtwws am -we A _ __ In no caw tool: top 1 b - t e alUooli protect alai. fill slope, ditch Mdow p Woulde,. �r�'S Headwall to be baveted ,n all areas except when It confuse with lnvart Or wulgwah6 occur. T , - Do not i Gavel edge ,s rtecluned on the had awoll &,, the Intel and of the culvert (whore the fktw enters a betel the culvert bev *4 MCWwell at the 0~ and Of the culvert may be aahar sOuae, re edge or bgod. DETAIL A rt DETAIL B EW-fPC I IEw-IAPC ENDWALL FOR CIRCULAR PIPE j DIAMETER OF PIPE CULVERT D I 12- 15` 1 Is- 12i dr 24' r7'w 33'a W N 2'•0• 2'-T I X-C V-2' 3'-f0' 'e-C 1 L ( 4'-0' V-O• t-0• r-a lo'-1r Ir-On • a-r 9-r 0.2 11r as ar a+ lrr b 1 9.1 1N• 71 iH• a7rr 0•-r 9.2 ur I a-r ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN a RISE) Sao 23-04• 3(ral!" 1 3dr.22' 1 36.24' 42-.27` 45'a20` W.W 1 53-.34- N r-fo• z'-r I z'-r z'-g' s-i 3'-3• 3'-s' 3' ®• L 3'-5• ( 7'-2• G'•4' Sr-Z' 1,11-2' t0'•I1" 12'.r 12'-W + O'•2 1rr V-r 7.4• 0--r 0••4 1rr a. fir 01•61rr a-s err IT 0.-11r2' a-r + a-211r IT, -21rr a•r o-r a-3vr 0,-311r PRECAST ENDWALL FOR PIPE CULVERTS SPECIFICATION REFERENCE VIRGINIA DEPARTMENT 105.04 of 302 10102 TRANSPORTATION _ -12" x 18" STND. ® RESERVED RESEIRVED m RIC—[ PARKING PARKING STND. U-CHANNEL POST VAN Z ACCESSIBLE O 54" PENALTY 4100-SDP PENALTY 60-NO rP� •y U TOW-Alll Z" TOW -AWAY ZONE Ln L01 C, VAN HC ACCESSIBLE SIGN - PROP. GROUND SIGN 30" HANDICAP SIGN DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN PER PL END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE O I - 3A - 38 - 3C I . 4 . a' t2' Cc To be tlfatea ,n M ape• tionewl 6aeo"e PWO lobe •eve ro gbuml,a concrete to IaewM wms,wel ae a•avow N H•3q WAtageonaN Lrt'Zttl ��IIJJ�j :IAa wNM Metr,Nd M fwm.mm �Ytt'•4 tyatye �Oet.aai ra/ aelaaa N 4eN of•N 4-Y E.as,ea, rar,r Et•erw Jata ire 5*-Woer ape N e 4-ff a leader NOTES -- Boc. of „ F. �.�J r'-,lr I T For tMalu wet Sf'a ST-! 1 3'un eaaa teN ware tNl to a 10' Fa o set« aeeM r rt a IYf r - w agtwltiCt Fw,. 6 :o.a y I _ 2• III [ set / •A a .•Nww 1� -� lit '. Cater When coat, led on pots roe fnvoo I is ro be elnpe4 l I , Of I 1 to OCtatOahte UM SI.1oo,d Pton IS I The toot et I • • T a. a.w Trpe A two a Ape i - 1 . •+ q 4 N ¢ - ail.eTg.sr �"t�t1 atM OwaYt6 eN nownwh scow" to O. I Yr• i ..,tw I 1 e SeC,rn, shille a so M w lacaedad n the pet m fa 11% dtoo , I 6d T .i art af.r ..a.ra •f N L] .yy�� yet yjj,.yj�...,.y1 ytyyyyy� 1 N In 4rI4 • � 12=IG•- � •r 21• toed aaaoNla 1 1 �d• i ' j-+--F +For+ J.-w-i- a, I Tlw oath tMy M oncost a con ", Otote it NOW DETAILS - - __.. as •�/ at DIM Cpntreto b N CNsa A3 For Oncost II 'I L` F A few d Gat - Aa,en. •a.r �, Sw !stet 103.03 n M I L aratt saw n 4w C Ylw Gen Contraf .ua aw a "y"t coot Na A 1- The e emm entl ehoan on ♦e 5 , the."" and epow 0,0 tl-^: .40 t/Q•„ on tM an note it " G ilea De and o . me ,inert d ax out- act ter,na .low SECTION A -A too, piw to Ise lop of rot structure won"lf.aetonswel if .er " aa.W-m in No" core a eta Wawa etrt, a"par f. 1. w ertN.L%, deed to n pa OpD,a,mplt „ 1lglfn o+7 awrpowe and the PLAN �'1 • ��• pttuai d+r+,smfW4 tool, be aelarmned by Ina Coetrano, r tan L Z I"---�-Y lion, hew conamom t0'w�. ®Nm: IVA taU be w1aMN ta b. - rCtM ..ntaw nto e.pw ann redo. i w n no teen! In. roar, d tti eau• alga • �t aaFtf eetF N cow or eta eaN W,w. •. des [ PLAN C- an beow"Ilbo►� ada 12 CONCRETE QUANTITIES FOR MIN DEPTH "Sw"1e son ar 4dfom or we atryctve, we r.Nr+ d nr N C-CwMSYpeeM be ogna" 4C'4d 12•conctoae• 144OCu Tda Crtaefe F-- o' teNO nW aan 12`s 12" Flaate f1ra,.se ro eb,dflq aaaalwl at a•esetd tM, a tt"ee .en cenaw ,+er.e b pi.•an stmdeq L _ latent - w. eo' Coln 1/4' nape O, glwatia0 f11a1 con. se"$Gn m IS -cow. pipe- I. Still Ce roe caeoraee a PWAV of "eta I,. the strvcnde The cos' Ir r'r� r Y-f•--� •• e•a• ..slaran 1.ae dla D.03 atq,Owae 4 nteedtlaaalaa2'a4`aatd,,o4Ybe Is•colic.poe- LAID C„Yes contr4N peal n,aPr% 0161 be included in me pip bid In, I A I G 1 SECTION 8-5 roan, r,wdean eteen atyeaaNO feel 10 Paysded. be larMsrd T-DI.3. ♦ 24-ca,c.oepe - 1/, T Garda. Opoorm as .tr,tetae opera Of few"" dealan arrueaae Ad[ 0, MO "Aft per "Gib alld too Ofd ear ' . _ y� L210i:-42' t {-3 2-r tle4 N I 3•- �2II-6- ,art F •.. [ 8 t' `s • Guar .l.im Mp SECTIDN STEEL TUCTCAST WON ---------_---_----_-- - _ _ - - tweed MUTES ��•Atattt"sa4aw ,N w -f a' eY oeeetwr :� To. A now o od .Asa Toaeo asp ter e,an toll•r O O _ I a.a tw .0 Ca-3 a CG-7 stoedadds. :• - - - -- a• alrsss, �l I FApNT ELEVATION The S paw &Am wwide ra be de Any ollerrvto method. ofatdearoW. ---� (Yea wenuf ese CA-2 a Ca-4 SNOW" h� � lwdnen dew C D howl nN eeproval of few Engineer. � 3•a,omw-oath toas"We I • ' I a 3 i0 ntoy be .dbnndee0 I., W. ea+ non A to o"wMaw , OetdMl , e trio atop The +earl OI tot wrlon ape 4 "nor nm feel gallon team! •ene weld 13.Nae I ee23 as A Brace Rib, L •N Wa. d morn netegn new wet 1E a2 a,eele aeteaet. , N,tM d eW .I*Phe n. .,itwlt d M W Keen No 1. stop40 r ll C•a all 'aped +t.t. r. nu cennecten IeeAlaay MCnIr,6 rile Nol.e Sfrr,aae two .w a ao.atructos ..o eanpeto 'nave 10 afe.dn slaadwa a peneq et ,tare n Ina fo,.enae. TM clala 1/A',esea a ta+eNrsa alai .-0• • e,eete f'q ceder a7artaa{ n>P ! t1Mct ,,, octomw" -1% toe data ,polio on raa 1. -1 Willa. a star pa'ncn'ae0'n 1M go a - for nN to rl .nie eta 0.03 (eta. A MW 4 aytn T ' ra aw rn1. tt. jnJ slendatd Dr.. of -he. brew,$ trod, e.ewed hied, to i 4' i-- i -a -a 4• am *t" STEEL CAST L U 1 'r'a Far el� o mft a," tem"'twe roe elwn w cow 2d 2 oosW. w.adore"` F---mod`---� SECTION A -A dION }i,f}s4" lap Ij-I r 1r1. f� DI-3A D•T3e 01-3c }: s' Sall Spar I t-- L - -1 T I A -trio1-----; �.. :•- CS I ; SECTION C-C 1 � J L � _� L� 1 � . • , '• SECTION B-B {I1 APPROXIMATE WEIGHT tit es a sea • ' Dwt►slola Pp1 Can van Fer • '" ►edn ana dew to w .y....ru■ r. i e -� CAST WADN ONLY Grote 3631 Ie la Who, lair on eew ft ..n . a w riot ..mrar r, atngr A. M4. no eta d towas o .w setae a oweri It The 'N'd*ANOM boom on ato tlaaaaldo and .pee, fwo on me plan. toll '4,'•4'a to live elan a to e. nr.d . r aw led r t. w r •.rn. DETAIL WHEN USED nwfrN no aN ,edam n me """,Was to Y rda of Ira oaKt„ro, MM 11' Lap a we It.) .N1. ".wry .we, w intent as twee. ADJACENT TO CUM eoa,t.ee4 are oopiatenmo nor Pot owww",q wrsaod. and the ochrl drow4to WITHOUT GUTTER DETAILS OF COLLAR AND GRATE eaa, be aeler.,,eed of toe truncfa non pea CONib".. tr,r ,eta lie wN w 4'•Q le"on • toot .1 levee ,. to N tAw, to Nola. torn aeewN trot Th. "mo.wfe.-_orOft., Sheet I of 2 SPECIFICATION STANDARD CURB DROP INSPECIFICATION S_TANDARD DROP INLET REFERENCE , , r , REFERENCE 12 -24 PIPE MAXIMUM DEPTH (H)-10 233 12 =30 PIPE MAXIMUM DEPTH (H)=8 VO4GINIA DEPARTMENT 302 VIRGINIA D PARTMENT 1 TRANSPORTATION 10409 TRANS RTATION J W 0 O U D Z O U LL' Q W NZ �- 5 ZLq ZJM m0UNs 1.� w En < F- Lj 0-0- Z I � (V OV J m Y O� O� a a UD CX W W W Q Cr O CO) ■ 0 O C� a� 66 N PO �w %/ r/ N C� � N d) to N N W _ 'C U'0,00 - O L LC LC) L Lo ' d L � m � N C .CC W � L s. Q L 0 O U Q) U ZN O 4 n a }4,pyTH °F JOHN C. LEWIS No. 21621 w -TONAL - DATE: SURVEY: 12NOV99 NA SCALE: DRAWN: AS SHOWN PLC C. I.: JOB NO.: NA 9909003 DWG: SHEET: PP-SPSHT3 3/4 EROSION AND SILTATION CONTROL NARRATIVE EXTRA STRENGTH FILTER FABRIC � NEEDED WITHOUT WIRE MESH SUPPORT � Project Description \ SF The developer proposes to perform mass grading of a proposed building site containing I I I+ approximately 1.0 acre. The total area of disturbance on the parcel is approximately 1.2 acres. Storm \ \ \ O r I I ) STEEL OR water runoff will discharge overland to Buffalo Lick Run, after passing through an existing storm N I WOOD POST water deteintion facility. A Land Disturbance Permit will be obtained from the Frederick County Department of Public Works for the proposed construction. 20 0 20 60 \ \ Existing Site Conditions N I / FLOW The site is currently vacant. Slopes range from 1.0 % to approximately 12.0%. Adjacent Areas6�P The site is bordered on the east by the Muskoka Court right-of-way The land to the south is zoned \ - ' ` \ I ( II / M-1 and owned by The Adams Family LTD. Partnership. The land to the west is zoned M-1 and Scale C n Ite 1 20 -F 10 FT MAX SPACING WITH owned by The Pruitt Corporation. The land to the north is zoned M-1 and is owned by Crum Electric Co. Vti ` \ i / I WIRE SUPPORT FENCE Off -site Areas �.� / I -- a FT NO SPACING WITHOUT WIRE SUPPORT FENCE Off -site disturbance or construction activities will include grading on the adjacent lot to the south. / Critical Areas There are no critical areas identified on the site. i Erosion and Sediment Control Measures 3.02 A 12'w by 50'1 temporary stone construction entrance with a concrete washrock will be PONDING HT, PONDING HT. Constructed from Muskoka Court. The entrance shall be maintained in a condition which will prevent EXISTING ( I tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with STEEL OR FI TER FABRIC VEGETATION I ((I wo,QD POST ATttACH SECURELY additional stone or the washing and reworking of existing stone as conditions demand and repair I i I 36 HIGH Max SIDE OF AST. and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or TO BE PRESERVE -II , tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of \ I I�p'I RUNOFF RUNOFF �---- g "l-- water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted I II (RECODED) , ., I STORAGEHT under any circumstances. .G � 3.05 Silt fence will be installed in selected locations downstream from the construction area as a I i I I- first measure of construction. Silt fence will be placed at the proposed toe of slope along the entrance / / / ) where the fill slope will be extended for the turn lone. Silt fence will be installed around the 12" MIN. 12" MIN• downstream side of the topsoil stockpile. Silt fences shall be inspected after each rainfall and at least a x6" TRENCH � daily during prolonged rainfall. Any required repairs shall be mode immediately. Damaged, J I WITH COMPACTED GRAVEL BACKFILL � decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height j III of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed sholl STANDARD DETAIL ALTERNATE DETAIL be dressed to conform with the existing grade and stabilized. .� / / ' I I ( I'; TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL 3.07 A block and gravel drop inlet sediment filter will be installed around each of the proposed \ \ storm water dropinlets immediately after installation, The structure shall be inspected after each rain and repairs made as needed. Sediment shall be removed and the trap restored to its original NOTE: dimensions when the \\ sediment has accumulated to one half the design depth of the trap. Removed x / / 1. INSPECT AND REPAIR FENCE AFTER EACH Sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures / ( STORM EVENT AND REMOVE SEDIMENT WHEN shall be removed and the area stabilized when the remaining drainage area has been properly NECESSARY. 2. REMOVED SEDIMENT SHALL 8E DEPOSITED Stabilized. 1 / / I TO AN AREA THAT WILL NOT CONTRIBUTE 3.31 Temporary seeding in accordance with the E & S Std & Spec 3,31 will be applied to the x SEDIMENT OFF -SITE AND CAN BE PERMANENTLY topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankment 7 STABILIZED. SILT FENCE or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and \ ZS 4 / / I ` 3. SILT FENCE SMALL BE PLACED ON SLOPE \ x I�/. / / / / I CONTOURS TO MAXIMIZE PONDING EFFICIENCY, mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds / per acre of German Millet. All temporary seeding areas will be mulched in accordance with the �U / / / i I schedule included herein, in n accordance with the schedule 3.32 All disturbed areas will be stabilized by permanent seed g acco da ce e s included herein. The anticipated time for construction is December 1999 through June 2000, 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding \ LCH VINE a IC l / /i / I SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) M U L I N E RO DIVERSION RIDGE REQUIRED Sept 1 - Feb 15: M 1 • j / I WHERE GRADE EXCEEDS 2% T ER OR GREATER Annual Ryegross 50 Ib/ac 98 85 / / Winter Rye 50 Ib/ac 98 85 11 r . V& / /� / I Ex15 May 1 - Aug 31 : i / \ 1�C I ROA German Millet 50 Ib/ac 98 85 or rk��`'i- �O r ,�� / / \ /� \ FILTER FABRIC Feb 16 - Apr 30: / / ' \ \ \ I SECTION A - A Annual ryegross /75 Ib/oc 98 85 / Y , x / 10 { / Mulch: 1.5 ton/cc small groin straw NOTE: / Fertilizer: 1000 Ib/ac 10-10-10 11 1 1 AS / / / / / / / \ \ \ \ 1 SPILLWAY USE SANDBAGS. STRAW BALES SEDIMENT BARRIER OR HER APPROVED METHODS I / / I' (STRAW BALE TYPE SHOWN) \ TOHANNELIZE RUNOFF TO BASIN / \ \ AS/REQUIRED Permanent Stabilization SUPPLY WATER TO WASH The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During I I / / / I \ \ WHEELS IF NECESSARY. construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping CC / / I r I measures. The contractor is responsible for the temporary protection and permanent stabilization of x G / \ Q I ! y all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor I shall establish vegetation on all areas not otherwise stabilized according the following specification: x / o I g�,pw PI,Ow Seedbed Preparation: 0-1w,. ,--► a. Scarifyto 1" to 2" of soil after final grades have been achieved. I x / / ," rr_ > b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). , :�';� � � N SEED T, 'r,E RATE MIN. PURITY(%) MIN. GERM..(%) Q / / a A WASHRACK AGGREGATE Toll Tall fescue 60 lb.ac 97 85 I I II PS / / / I MIN. 6" THICK Red clove- 8 lb/cc 95 65 r/ ? Ladino over 8 Ib/ac 95 65 TO MU / � / / � � x / / / / I I ! V ,l iJ Nurse Grass -(season dependent) U Sept 1 - Feb 15: DIVERSION RIDGE Annual Ryegross 12 Ib/ac 98 85 N Winter Rye 12 Ib/ac 98 85 II w 50' MIN. - May -Aug 31 : PLAN ooe on Millet 12 b/oc 98 85 Feb 16 - Apr 30: PLANT LIST NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A AMU01 ryegross 12 Ib/oc 98 85 f V KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AS 3 Acer socchorinum LEGACY SUGAR MAPLE 2 1/2"-3 cal. CF 230 Euonymus fortunei WINTERCREEPER EUONYMUS Flats (50 pints) 8" cc IC 26 Ilex crenato JAPANESE HOLLY 3'-4' B&B 3' cc IR 18 Imperato cylindrica 'Red Baron' JAPANESE BLOOD GRASS 1-2 GAL. 2' cc IV 18 Itea virginica VIRGINIA SWEETSPIRE 2-3 GAL. 4' cc JS 3 Juniperus scopulorum 'Sky Rocket' SKYROCKET JUNIPER 5'-6' B&B PO 2 Picea orientalis 'Gowdy' GOWDY ORIENTAL SPRUCE 5'-6' B&B ZS 8 Zelkova serrato JAPANESE ZELKOVA 2 1/2"-3 Cal. NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO EXCAVATED OF ALL E', TO REOU!RED DEPTH W/ REQUIRED SOIL MI MULCH TO BE 3" DEPTI• COMPLETELY REMOVE � STRINGS. RIBBONS, ANI TAGS FROM PLANT. REMOVE TOP 1/3 OF AI BURLAP FABRIC AROUNI ROOT BALL, SCARIFY ROOTS ON BOUND PLANTS, COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION All sizes are at time of planting./ NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 3" MULCH 3" SAUCER AROUND TREE 4 5' EXISTING GRADE BLACK CORRUGATED PLASTIC PIPE SOIL MIX X11..,, COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL. MIN. TREE PLANTING SECTION LANDSCAPE NOTES CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - Mulch: 1.5 ton/OC small grain straw 1. Frederick Count LandscapingTabulation: on: OF -WAY. THIS MAY REQUIRE TOP DRESSING, Fertilizer: 1000 Ib ac 10-10-10 / Zoning: M1, Light Industrial District REPAIR AND/OR CLEANOUT OF ANY MEASURES Landscape Area Required: 25% x 1.036 acres = 0.259 acres USED To TRAP SEDIMENT. 1. Erosion control r practices Shall Conform t0 tilt requirements Of the Virginia inia Erosion and q g Proposed Building & Pavement Area: 0.761 acres 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY TEMPORARY Sediment control Handbook. Landscape Area Proposed: 0.275 acres = 26.52% 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION and shall remain in place until the site is fully stabilized. Parking Lot Landscaping THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 3. The contractor shall perform overlot grading t0 provide positive drainage and preclude P 9 9 P P 9 Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT ponding of water. All off site grading and construction is to be done with the property owner's parking perimeter = 390 feet consent. shade trees provided = 390/40 - 10 4. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless A 3' high evergreen hedge will be installed to prevent headlights from shining otherwise specified on the plans. onto the public rights-of-woy. 5. The limits of clearing and grading are shown on the plans. Interior Landscaping Required: 1 shade tree per 10 parking spaces total parking spaces = 9 shade trees provided = 9/10 = 1 5% of interior to be landscaped interior area = 3900 square feet required interior landscape area = 195 SF interior landscape area provided = 540+/- SF 2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 3. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 4. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from - the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 5. Plants sholl be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and sholl have adequate root systems. 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the some bed. Grade finished planting beds so as not to impede surface drainage. 8. Locate trees a minimum of 3 feet from walls or walks, if possible. 9. Stake and guy all trees according with standard practice and/or the suppliers 45' recommendations. At a minimum, all deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 10. Use shredded hardwood bark mulch in all planting beds. 11. Remove all tags , twine and containers from installed plants. Roll back burlap one third on all B&B plants. 12. Plant substitutions are permitted with consent from the Landscape Architect. 13. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 14. Plant oil materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation, PARKING AND INTERIOR GRAPHIC TABULATION NTS EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE - CONSTRUCTION (;E ENTRANCE 3.05 SILT FENCE XXX X 3.07 INLET PROTECTION -0 J I 3.18 OUTLET PROTECTION OP 3.30 TOPSOILING 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING MU NMI Z O CL U LLI Q Q J °- J oZ f� O Z J Z 0 U W aW Z W 0 W ZV Q w O O O LL W W �0 (V Q Z C�WJDC 5 M 0 Q �waZ a. Z D �� c*I m 0 J t- Z Y U Q_0OW w 0-00 � W W Cr O Q LA.. d ■ 6 ■ JN O O a :� Cn c�0 N r� ■� - N OT N to Ln 0 cv Q � cv � W 'c LD 0 cD J 0 m 0 C E W L -C 0 aEn a)U ._ O U L Z N Nn a LT H OF ` JAG' JOHN C. LEWIS a No. 21621 -o1Po.10,��'S E�G1��sv _ZONAL DATE: SURVEY: 12NOV99 PDS SCALE: DRAWN: 1 " = 20' PLC C.I.: JOB NO.: 2' 9909003 DWG: SHEET: PP-SPSHT4 4/4