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HomeMy WebLinkAbout31-99 Pruitt Corporation (Airport Business Parc Bldg. A) - Shawnee - BackfileTRAFFIC IMPACT 4 AIRPOR ROAD I I I II i I I DATA SOURCE: ITE MANUAL, FIFTH EDITION LAND USE: 150-WAREHOUSING PROPOSED GFA = 75,000 SF -----""'"'"----- � •1 ;•, ' � I I I TRIPS BASED ON 1000 SF GFA: , I WEEKDAY: 4.88 X 75 = 366 TRIPS AM PEAK HOUR: 0.57 X 75 42.7 TRIPS p PM PEAK HOUR: 0.60 X 75 = 45 TRIPS CL , j I II CL TRUCKS WEEKDAY (5%): .05 X 366 =-18.3 TRIPS TRUCKS PEAK HOUR(5%): 0.05 X 45 - 2.3 TRIPS 45------- - OC:TLD SPEED LIMIT- _ 450+ _STANCE 450'+ SIGHT D -� -- .,- oo MATCEX. PVMT. -+' 6 CMP UD' 72 5 18 ELEC. BOX INV 722.78 '- J- �' TRANS TIO F RUM i CG 7 TO CG-6 I 28 -51 84 II 60 r I � � z1 5 z 0 m z C) C� z r p z z m PROPOSED SAN. Nit,--dT O�1EkS CONNECT TO STUB PR0 IDEA SEE "PARCEL 4 IMPROVEMENIS" DRAWINGS BY PAINTER-LEWIS, P.L.C. I 1 COORDINATE AS REQUIRE . ... .�. _' p ROW R �- AIRPORT WL �TC/T EL. BOX 0_WL E _ _ -- _ N Gv In -- 8.00 --1 zu- $Y-f .0 5 y / '� _ 12 w - - - - 15 UTIL ES �� C--- 1 U� "STOP,. , I , _ _. _ - - - �- -_ - 20' wL Ali[ -CC-6 s - -= -- - PARK ,N�F:STt" L f 10N llit- 32 � XFRM I j _- V 15_�-L�CtiS E� E--t9.00'- I D. 0' _- 1 _iw++t ' R _ - CU 8 CU �-- - 1 h cG s R T -- N -. ._ram_- _ 4.5'R m 4 60 '-30 9 RC S 75' BUILDING RESTRICT ON LS' u M 5'R i< lj. T1 - 5 k + 5 k .5 R 5 R W r 1 oo.9�x 2 1 TYP 15 22.00' c' c3 I�I 0 0 t5 J / / r SCH 40 PVC F.L S. R 5'R 5'R 5' g _ �� 5 ' PAINT CURB YELLOW 0 `� o Ili -9 `i `? z, RC)OF LEADER 0 2.0% I ' 1 t 2 v �� � tl �, M N. SLOPE -FIELD FIT N II II AS R O'D(TYP) c"' S'R _? 4 5'R CG-6� 5'R 1 I 0 R 8.00 5' ' -- - -� 4.00 g 53, 6.00 / 4. 22.00' 22.00' --- -a. arm►- ">ri, / - .,ram- w, ; - T4 / VC o SEE 0 FORAAc,; SIDEWALK RM,.1iur� 014Y 0 BAY N BAT I'1 DAY L B:.l K I 5 ( I I I ' II - I � I � n I I � PROPOSED SAN. MH-BY OTHERS CONNECT TO STUB PROVIDED I -- -- -- -- ---- SEE "PARCEL 4 IMPROVEMENTS" DRAWINGS �� --�� B3'- j111 BY PAINTER-LEWIS. P.L.0 I COORDINATE AS REQUIRED I I _ --- - ---- -- --- ----- - - --- -- 4 15' x 13' TRASH PAD & CLOSURE '0- VATCLM CONIC. PAD(TYP) TRANSITION GUTTER PAN TO MATCH CONC. PAD(TYP) RIP RAP -� SEE SHT. 2 I I }1 I �I I I I I I I 40 0 40 120 Seale 1" = 40 ft �I I I I '[ALY). DAY BAti I DAY H L:- I u b _� . L BAT D DAY G D:.Y D PROPOSED BUILDING 150,000 Sr FF = 725.30 HEIGHT = 40' --- -------- tiU0.00'- - 4' CONC. ARRON I rn PriOP y / a PftOVIDE 6" SDR- 35 < SERVICE LINE TO r3LD6, n AS REO'D z �, IH �C 15 3"m GIP wL 2" METER(F.C.S.A.) �'A,"vl CUrt8 YELLOW 8 X 6 TEE W/ 3" TAPPED PLUG -187. 1 - 06'ul --- -- ---- I �' A I• I 5'R 5'R r� 4.CO 0.00' 2.0 f- zn 5'R 5'119.7 R ' �M 35.15' 18 RCP " 15' x 13' TRASH PAD 0 0 ENCLOSURE & 0 o 'YIELD" SIGN WL `-/- -- --- a - --- R' .NE _MWWWH1-REGRADEF S.A. ACC SS10x8-L ROAD TO ATCH ENT NICE "STO GN 1 -JOINT 1 WSP71 OS EN 5'R //i EXISTING GAS CO. I ENTR NICE (T.B.P.) Sj E4.OGr:i C`;n T. W 0 1 R It / / 150' /RIGHT TURN LANE f / RIGHT TURN ARROW(TYP) i 4" WHITE PVMT• MARKING, / 2' LENGTH WITH 4' GAP Ai i I � 93 ABANDgN EXISTING � -0 I j / GRAVEL ACCESS ROAD'O O l GRADE] & SEED PER Ui 0 / � '� E&S PECIFICATIONS Earl � z � 0 ! � v fnrl � arn / u TEL. BO�CES � II � I/ I;�► I- I � O r Ij I0) i + TRAFRIC IMPACT 0 ADMIRAL BYRD DRIVE II 0 DATA SOURCE: ITE MANUAL, FIFTH EDITION n m LAND USE: 150-WAREHOUSING LA � PROPOSED GFA = 37,500 SF /F �/5� I 0 0 o Z TRIPS BASED ON 1000 SF GFA: WEEKDAY: 4.88 X 37.5 = 183 TRIPS P INT R YE Ow I cn AM PEAK HOUR: 0.57 X 37.5 - 21.3 TRIPS � Z rn PM PEAK HOUR: 0.60 X 37.5 - 22.5 TRIPS n �p LAND USE: 840-FURNITURE STORE/RETAIL / rn PROPOSED GFA = 20,000 SF \tD'e sT ,s(i' II TRIPS BASED ON 1000 SF GFA: II WEEKDAY: 4.34 X 20 = 86.8 TRIPS 1 t,) AM PEAK HOUR: 0.37 X 20 = 7.4 TRIPS PM PEAK HOUR: 0.47 X 20 = 9.4 TRIPS 'I M ' 1 LAND USE: 710-GENERAL OFFICE BUILDING = PROPOSED GFA - 17,500 SF TRIPS BASED ON 3.29 EMPLOYEES PER 1000 SF GFA: -MOUNT ON �TD. o. , �` WEEKDAY: 266 TRIPS T OR EQUAL d AM PEAK HOUR: 35 TRIPS 1 \, \ -MT PM PEAK HOUR: 40 TRIPS k \ TRUCKS WEEKDAY (5%): .05 X 535.8 26.8 TRIPS \ TRUCK',S PEAK HOUR(5%)- ).05 X 71.9 4 TRIPS 1 1 � �\ \ � INV . 72 \ 6.6A RCP 2.72% STORE DRAiNAG_tr �� 1 � / INV 72 . , ✓ ' Q a. 0 J _Q U z 0 a Q 0 w Q� Eh w0 _z 7 z �� Ch : ;J U mU F- MY = U O cr fl W 0 LJ .Fc W O d O go O O r4 N o a) a (DD N r7 L7! _ N Q1 N ur) t\ Q) I I N N 0 c0 cD L) 0t O O 0 L 0 0 m a) c: C . 0 U) 0 E 0 0 . �s a0 0 U N 0 �.� �LL N O M 'C a AHN C. LEWIS No. 21621 `SIONAL DATE: SURVEY: 16JUN99 RITCHIE SCALE: DRAWN: 1 " - 40' PLC C. I.: JOB NO.: 2' 9805025 DWG: SHEET: HP-SHT3S 3/8 FREDERICK COUNTY, VIRGINIA 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 FIFE FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG 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 P❑INT 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 ❑HE 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 DEM❑LISHED T.B.R. 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 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 GUTTER OVER A 10' LENGTH (TYP). PRUITT CORPORATION AIRPORT BUSINESS PARC BUILDING A FREDERICK COUNTY, VIRGINIA GENERAL NOTES 1. The property delineated on this plan is located at the intersection of Airport Road and Admiral Byrd Drive, in the Shawnee Magisterial District in the County of Frederick, Virginia. The developer of the property proposes to construct one building on approximately 10 acres. Presently, the tract is vacant. 2. Property Owner : Contact: Mr. Kevin Adams The Adams Family Limited Partnership 401 Pegasus Court Winchester, VA 22602 Telephone: 540-677-2424 3. Property Developer: Contact: Mr. Cecil Pruitt The Pruitt Corporation P. 0. Box 130 White Post, Virginia 22663 Telephone: 703-631 -9315 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 and checked in the field by Ritchie Surveys, Inc. 6. Site Data: Parcel Area: 62.4197 acres PIN: 64((A))40 Zoning: M-1 with Flex -Tech Overlay The maximum Flex -Tech unit size shall occupy a building area of 20,000 square feet. Flex -tech uses shall conform to Section 165-48.7 of the Frederick County Ordinance. Use: Flex -Tech: Warehouse Space with Office and Retail Components Front Yard Setback: Required - 75' Provided - 1316'+ on Airport Road Provided - 119'+ on Admiral Byrd Drive Rear Yard Setback: Required - 25' Provided - 25'+ Side Yard Setback: Required - 25' Provided - 55'+ Maximum Building Height: Allowed - 60' Proposed -40' Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 150,000 sf = 0.0536 FAR 7. Environmental Features: Wetlands - Some wetlands indicator plants and soils have been identified on the property. The areas of potential wetlands are located near the proposed storm water management pond. The amount of contiguous wetlands area is not significant. Flood plains - The area adjacent to Buffalo Lick Run contains 100 year flood plain. No disturbance is proposed. Sinkholes - No sinkholes hove been identified on this site. Steep Slopes - Steep slopes are defined by the Frederick County Code as slopes exceeding 15%. The area of steep slopes allowed by the code to be disturbed is 25%. The area of steep slopes allowed to be disturbed on the site is delineated by the Environmental Corridor Easement. Woodlands - Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves greater than 1 /4 acre. The area of woodlands allowed to be disturbed on the site is delineated by the Environmental Corridor Easement. 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 - 112,500 sf Required - 1 space per employee Number of employees = 75 Retail space - 37,500 sf Required - 1 space per 200 sf = 188 spaces Total spaces required = 263 Provided - 265 spaces including 8 ADA spaces Loading Space Requirements: Required - 1 space per 40,000 sf = 4 spaces Provided -28 spaces ® 12' x 45' 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 is the Airport Road right-of-way which requires no buffer. The adjacent land to the east is the Admiral Byrd Drive right-of-way which requires no buffer. The adjacent zoning to the south is residential. A Type C buffer applies to this development. The combination of the natural, existing vegetation along Buffalo Lick Run and the separation of the improvements from the property line by 200'+ will serve to meet the requirements of the Type C buffer. The adjacent land to the west is zoned M 1 which requires no buffer. 11. Proposed signs shall conform to the Frederick County Zoning Ordinance. 12. No outdoor storage is proposed. 13. All on -site utilities shall be installed underground. 14. All outdoor lighting shall preclude illumination of adjacent lots and other off -site areas. FOR CONSTRUCTION ;FINAL SITE PLAT AT o��:��ILTHIIO�► l O JO t WIS �i�1o.021621 w� s`SI00NAL 5� Y[ CARPERS VALLEY a GOLF CLUB J a r a �J WINCHESTER a MUNICIPAL CY qj� AIRPORT AO �l 'PO qd SITE 522 ADMIRAL BYRD DRIVE VICINITY MAP ?" = 2000' PROJECT HOPE HILDREN'S SERVICE THE PEOPLE -TO -THE -PEOPLE ADAMS LOT 40A OF VIRGINIA, INC, , HEALTH FOUNDATION ZONED B-2/FLEX-TECH BUFFLICK WINCHESTER REGIONAL AIRPORT ZONED B-2 i ZONED M-1 i USE: OFFICE R 0 W D ZONED RA JUSE: OFFICE USE: WAREHOUSE/DISTRIBUTION 0 64-A-40A USE: AIRPORT 1.50 ACRES 4.62 ACRES _ _ 64-A-78 64-A-45G _- _ _ k. A=54.9- 8'-AfRPORT - R=35_ ROAD 80' ROW �►' D0'55'E 743.,Z' PARCEL 19 1 I- 64-A-45-19 CRUM ELECTRIC PROPOSED BUILDING ZONED M-1 150,000 SF USE: VACANT FF = 725.30 3.0027 ACRES 1 1 1 I CORRIDOR CORRIDOR -� ,Z 1 O V PARCEL 4 1� 64-A-45 ADAMS FAMILY LIMITED PARTNERSHIP ti ZONED M-1 /FLEX- TECH USE: VACANT 26.4476 ACRES 1 1 A Q 1 � 1 I PHASE 1 PRESTON PLACE ASSOCIATES PRESTON PLACE APARTMENTS ZONED RP USE: RESIDENTIAL 17,96 ACRES 64-A-456 LEONARD JAMES GREATHOUSE ZONED RP USE: RESIDENTIAL 64-A-14 LIST OF DRAWINGS: "W 31 2�370 S46'51'36'"W 0 25.00' A=101,.52' R=3701.00' :w 1 o � PARCEL A \ 64-A-40 1 ADAMS FAMILY LIMITED PARTNERSHIP 1 ZONED M-1/FLEX-TECH USE: VACANT 23.6972 ACRES 100 0 100 300 A=528.72' 0=380.00' Scale 1" _ 200 _Ft S%1) \ Q a824 F � • O'��VF S� PARCEL D 64-A-40 ADAMS FAMILY LIMITED PARTNERSHIP A=219.96' ZONED M-1/FLEX-TECH R=430.00' T USE: VACANT 62.4197 ACRES Z �- CORRIDOR W r^ )WDOR CORRIDOR CORRIDOR HARTLEY L. 11 WIGFIEILD, ET AL $ ,� %���, 00��9� �� l ^ O Jog �164-2-22 64-2-23 SHT. 1 /8: COVER SHEET SHT. 2/8: CONSTRUCTION NOTES and DETAILS SHT. 3/8: SITE LAYOUT PLAN SHT. 4/8: SITE GRADING and EROSION & SEDIMENT CONTROL PLAN SHT. 5/8: LANDSCAPING PLAN SHT 6/8. STORM SEWER PROFILES and DETAILS ZONED RP fl \ REESIDENTIAL, �^ 24 o l 4 0 W�s, ��,a�R 64-A-40 t01.6i' RANDALL E. & 43'23 2 ZONED RP LY LIMITED PARTNERSHIP JANET L. CAMPBELL I USE: RESIDENTIAL ZONED RP ,le USE: RESIDENTIA 64-2-24 ANTHONY J. MIDDLETON ZONED RP / USE: RESIDENTIAL 64-2-32 SHT, 7/8: SANITARY SEWER and WATERLINE PROFILES SHT. 8/8: VDOT NOTES AND DETAILS 64-2-43 i /4-2- 11 l4 4"W DAUSON W. RIGGLEMAN ZONED RP USE: RESIDENTIAL 64-A-44 USE: VAC 35.396 ACRES '912-olq ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE(;5) YEARS FROM DATE OF APPROVAL 17 211 PAINTER-LEWIS. P.L.C. 30.2 South Braddock Street, Suite 200 Winchester, Virginia 22601 T&ephone (540)662-5792 Facsimile (540)662-5793 JOB NO. 9805025 SHFF 16JUN99 1 /8 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 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 ore 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 called for on the plans refer to standard VDOT designations. 7. No soils report was furnished for the area of the right of way. 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. EROSION AND SILTATION CONTROL NARRATIVE Project Description The developer proposes to perform mass grading of a proposed building site containing approximately 10 acres on a 64 acre parcel. The total area of disturbance on the parcel is approximately 12 acres. Storm water runoff will discharge overland to Buffalo Lick Run, after passing through a proposed storm water deteintion facility. A Land Disturbance Permit has been obtained from the Frederick County Department of Public Works for mass grading operations. Additional erosion controls will be required for the construction phase of this project. Existing Site Conditions The site is currently vacant. Slopes range from 1.0 % to approximately 40.0%. Adjacent Areas The site is bordered on the east by the Admiral Byrd Drive right-of-way and vacant land zoned M-1 and owned by The Adams Family LTD. Partnership. To the south is Buffalo Lick Run. The area to the west is vacant land zoned M-1 and owned by The Adams Family LTD and Crum Electric Co. The land to the north contains the Route 645 right-of-way. Off -site Areas No off site disturbance or construction activities are anticipated. Critical Areas Buffalo Lick Run will be protected from siltation during construction. The stream lies within a dedicated environmental easement wherein no construction may occur except for the installation of utilities. Erosion and Sediment Control Measures 3.05 Silt fence will be installed in selected locations downstream from the construction area as a 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 downstream side of the topsoil stockpile. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, 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 of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall 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 storm water drop inlets 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 dimensions when the sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and 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 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 July through December 1999. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Ryegrass 50 Ib/ac 98 85 Winter Rye 50 Ib/oc 98 85 May 1 - Aug 31: German Millet 50 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 Permanent Stabilization 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 construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of 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: Seedbed Preparation: a. Scarify top 1 " to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(140lb/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Toll fescue 60 Ib.oc 97 85 Red clover 8 Ib/ac 95 65 HEAVY Ladino clover 8 Ib/ac 95 65 1.5" SM-2A Nurse Grass -(season dependent) 3" BM-2 - - Sept 1 - Feb 15: Annual Ryegross 12 Ib/ac 98 85 6" C.T A.-y Winter Rye 12 Ib/ac 98 85 = _ May 1 - Aug 31: COMPACTED SUBGRADE� German Millet 12 Ib/ac 98 85 I I17 or Feb 16 - Apr 30: ENDWALL FLOW SLOPE-0.00% STRUCT. L W I D STONE d50 MSD 10 1 25 1 22 1 181 0.8 CULVERT EROSION CONTROL DETAIL NOT TO SCALE 0.375" x 6"0 CONC.-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) E 2" x 18" STND. RESEIRVED PARKING STND. U-CHANNEL POST VAN ACCESSIBLE PENAl7r t+oo-soo TOW-AWAr Zp1E VAN ACCESSIBLE PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN RESEIRVED PARKING PENALTY ftOp-',SW TOW -AWAY ZpIE HC SIGN PROPOSED DUMPSTER AREA DETAIL NOT TO SCALE TYPICAL CURB CUT DETAIL NOT TO SCALE 4' (OR AS SHOWN ON PLANS) BOLLARD DETAIL NOT TO SCALE 2" SM-2A 6" C. T. A. COMPACTED SUBGRADE Annual ryegrass 12 lb/ac 98 85 ON -SITE PAVEMENT DETAILS Mulch: 1.5 ton/ac small grain straw NOT TO SCALE Fertilizer: 1000 Ib/ac 10-10-10 (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) 1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control NOTE: Handbook. HEAVY PAVEMENT SECTION TO BE APPLIED 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall TO ACCESS ROAD AND TRUCK PARKING AREAAT REAR OF BUILDING. remain in place until the site is fully stabilized. 3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water, LIGHT PAVEMENT SECTION TO BE APPLIED All off site grading and construction is to be done with the property owner's consent. TO ALL AUTO PARKING STALL AND AISLE AREAS. 4. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise specified on the plans. 4 EXP. LIT. M<-" J EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 4" CRUSHED STONE 4" CRUSHED STONE (3000 PSI) 4" CONIC 6 X 6-2.9 (30005PSI) "CONIC CLEAR) LIGHT 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE a 4'-6" (OR AS SHOWN ON PLANS PAVEMENT 1 Y 8" TURNDOWN 4" CRUSHED STONE (3000 PSI) 4" CONIC 6x6xW1.4xW1.4 WWF (1.5' Min. CLEAR) TURNDOWN SIDEWALK DETAIL NOT TO SCALE It TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE PER PLANS 4" VDOT 21- A STONE (3000 PSI) 6" CONIC - 6 X 6-2.9 WWF(1.5" MIN CLEAR) - TYPICAL CONCRETE SLAB DETAIL NOT TO SCALE 4x4 POST BOARD ON BOARD FENCE(TYP) EDGE OF GUTTER PER PLAN OR 5. DO' END OF STALL - STRIPE OR CURBING SOLID BLUE WHITE SYMBOL PER ADA WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLEICTORI7-ED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BIUILDING INSPECTOR. PARKING LOT STRIPING DETAIL NOT TO SCALE 2x4 TOP RAIL -- 1x6 BOARD. FRONT do BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) 2x4 MID RAIL - 8'-4x4 POST O 8' CC 2x4 BOT, RAIL ATTACH RAILS TO POST W/3-10d(EA. RAIL) 12" DIA. POST HOLE. FILL W/CONC. A\LL LUMBER IU BE PRESSURE IREATEU YELLOW NINE NO, 2 A1LL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE OUT. CONSTRUCT (2) 5' GATES SIMILAR. PROVIDE GATE LATCH. PROPOSED FENCE DETAIL NOT TO SCALE 4" 1 6' 1 8' SURFACE y BASE SUBBASE ON -SITE HEADER CURB (CG-2) NOT TO SCALE: (SEE VDOT (CG-2) IROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) 13 I u ffi Z O C U W 0 �I Q C) oI Z Z 0 C � ° ~ i WW O Z J Z �I O H H W U � Z F5 0 Ill o V U 0 LL Q U Z 33" Z Q C� Oa � W cn Q >- U III Z_ Z O�DO Um jU HXm0 W a Uj CL p W 7 ,. ON -SITE (CURB & GUTTER (CG-6) NOT TO SCALE. (SEE VDOT (CG-2) IROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) 7 .. 6" ON -SITE (CURB & GUTTER REVERSED (CG-6R) NOT TO SCALE (SEE \,DOT (CG-2) IROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) J O 0 � N at 0 SOD N � r0 rn N In vI N I N (n a (p �0 U Qt 00 In m Q) � 0 c N W�°=. o L �s 0 U acn _N U (A N L° N � Q O � a PtiTH F Y 2 JOHN C. LEWIS a No. 21621 X�S�� .TONAL _ DATE: SURVEY: 16JUN99 RITCHIE SCALE: DRAWN: AS SHOWN PLC C. I.: JOB NO.: N/A 9805025 DWG: SHEET: HP-SHT2S 2/8 111 I I 60 x2 / 21 I I i .510 oft x2836 C�-_---_- 11 38 / 95. - 33- / x1g 9.0 20 6.01 x2g. x _ ._ / �� 18 - --1 - _ -�-f- -x2. ,2= `� 59 � / 21Z- - - L 1 IJ x 1 3 g 8.20 � 1= - _ x 2 _ ._ ---' 6 4 5 - ��8� � _ _x 2� -- -x , � - - L _ - - - _ - ---'.` _ - _ � 2"'- 6 � -- -- ROW ROmillTE __��e _ ------ --,-------- - -� �2p5 � i � _ - _�" 80 __ - - - - - - - - - - - '_ _- --iOF-'C6ND-UR�722.80 \ --7p1- EX. t2" tYL � .L. ROAD - - - - TOP CONDUIT-722.76 _ /TEL BOX .... / ('ART - --� �� -- - - -- AIR _-- 2=__ - ___--��g---- _ - - - �\ - E__ _ _ _ _ - 20' WL ESMT. \ � / / - - - C APPROXIMATE LOCATION `_._ . _ \ 6- ?*� �- C BEM 1P _ \ 15' UTIL. ESMT. 1 CORN PA gg /`- / -� 0 �ORDu 724. ELEC. CONDUIT _ - - -� _ _ - -- --WL ]� �-x - I' -- - - _ _ - - - _ _ �¢Tq_. t _ 1 s I 18 Cwml -_ _ - _ TOP CONDUIT 7 5 \ `Z ! •" f2p' WL E !�? _\ / / 5.18 --x `` MP {}-ELEC. BOX / -� _ -' �ARKINGSTRI IPN ,i �� 0 32 21 [�(FRM 2 2 I / C 5 - r INV 7 .78 �`� -1 ?r x / 15' TEL-C S ELEC. ESM T \ g L FH xG' 21.60 wV -RRep S P - _- TC 2 0 24.40 21.30 TC 3 wv �- (7M- -` 2 .40 27.90 - - - - / C 1 �� _ -- - .60 \ TC T i' 2 �� •% 9 RC / L T 1 4.20 24.0 22.90 f 22.60.9 % 26.80 \ 28 23.80 / T TC / 22 2 56 I 26.2 23.20 \ - / - \ ,` ( �• 1 I ALL VDOT PG-5 PAVED DITCH 1 MAT V�� TO PROPOSED PVMT. 75' BUILDING RESTRICTION LINE I ,0 I f \ 0 `•{fit / 1 I T 1C- / TC / is t5 1 6 T I I AND XISTING PAVED DI 0 2 0 / 24.20 / \ ` I ❑ 22.2 I PG-5 DIMENSIONS: 5:0 , / TC \ \ T ' _ _ _ _ _ TC 1 TC / ' r I 1 WIDT = 4'; THICKNESS = 6"; I\ I I / T Cy / ? 24.30 / t / , I l 2?2 SIDE LOPES = 2:1; DEPTH = 6" 0 \ \ TC ` _ TC TC TC 1 TC T / 2 .7 / 29.0 / 0 o o o /22.70 0 Q T T T � / ! \ TC TC TC I TCI ❑6 /T / / 24.8 \ 24.40 4. 0 TO / / \ IP 90 I 0 T T 24.90 TC 2 0 / I I OOP ��25.25P I I I TYP I / / \ , I 2 ,8 cV / \\ I I 1T 'T 241 1 2 � o, Sy EN. S ESIII , I ❑ ❑ HP -T 24.50 iI � BAY 0 BA N BqY M BAY L \ BAY K BAY J � �8A1L1 _� BAY H BY G ' BAY � BAY E BAY \ AY C BAD B BAY A h \ I I I PROP ` , 2�. 25 / 3 OSED BUIL�DINCq 5 2 23 1 150 000 S 1 15' TEMPORARY � I I GRAADING EASEMENT / \ I ' � � � � � • I \ \ 1 I - 3b / \ HEIGHT - 40- 1 I TC TC / TIC c � \ 60 � TC4. 1 d 9-7 � • 72 .30 I I , T/6 1 i TC �P / 22.4 / /26. � 26• 65 / 2 .00 / 2 1I / / 6 -- / jut - 1 Te o TC r / /2 2� 20 / D �( I ►i TTC 21. 0 1 O I I B 4. IP TC II i / I l �1 I TO mill • C �"' I /% / 0 20. / , .80 l 2�• 2�.5 �3 D ! s - / / / \ / T 27.17 'a TEL. B ES I 0. 1 0.10 f � 1�" 2 � � � / 20.10 1 \20.50 � / � I 7. ` C TC II D P E�723.11 I II C) TIC I CC) Tod _ I / / / / , / / � � ? 2� 2 � � X ;u \V I � TIC o �T �'P 12 , / � 1 �P ,\ � arc 4 0� ,,� rc �\ ii � IO p 2 21.70 III 7 1 0` . -0119 �� �- W - -724 T GA LINE 721.27 I -• p! �\ 1 o it OI)l fiIIFLOW ARROWS(TYP \ 0 4p / 15' TEMPO GRAADING /EM NTI I II I 1 II � 1�40 /tSCOA6/ ---��// EX. .6\15PR2.7\2!\% 14AGE ES►A7� IINV - 723.5 \ 0 2 � 0 0 z 0 no Z Z 0 Q un 0 a W 0 c Z O Z �n U U vI�J Z F- Q W LLj V / W Es � O Q U Z C) � Q Q a. Z ~ Z oun U moo ?U It � M U w- a � W a ir 0 U uj Q M LJ O LL. 0 90 o a N o Q) (A (D N r� N r- Q) � to Q) I I N N o '0) 00 0 0 m a� a) v +' L a cn 00 0 U N O C= Q HN C. LEWIS No. 21621 ZONAL DATE: SURVEY: 16JUN99 RITCHIE SCALE: DRAWN: 1 " = 40' PLC C. I.: JOB NO.: 2' 9805025 DWG: SHEET: HP-SHT4S 4/8 LANDSCAPE NOTES 1. Frederick County Landscaping Tabulation: Zoning: M1, Light Industrial District Landscape Area Required: 25% x 62.419 acres = 15.61 acres Proposed Impervious Area: 8.25 acres Landscape Area Proposed: 54.17 acres = 86.7% P k' L t L d i or Ong o an scapng i M I I b►� b► tS b•! I ' Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter parking perimeter = 2250 feet shade trees Prded20/ e= 6 Aa high evergreen hedge will binstalled to prevent headlights from shining II IIi \1` � � I r • 4a��=7 onto the public rights -of -way. I i Interior Landscaping Required: 1 shade tree per 10 parking spaces i I I L i _1— P 9 q P P 9 P I - (1 total parking spaces 283 shade trees provided = 283/10 = 28-- 5% of interior to be landscaped interior area = 99,100 square feet required interior landscape area = 4,955 SF interior landscape area provided = 5,200+/- SF 41 L:z -- — ROUTE ----\ _�-- ROAD 8 - �. R _- °--�—c - AIRPO _ - - _ Ex ,2' wL — �20• W1 ESMf - - g CLf% !� Mr AN ,— 0-0--� 40 0 40 120 jW Scale 1" = 40 f t PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AS 33 Acer soccharinum LEGACY SUGAR MAPLE 2 1/2"-3 cal. AM 8 Amelonchier arborea SERVICEBERRY 2 1/2"-3 cal. BT 80 Berberis thunbergii JAPANESE BARBERRY 3'-4' B&B 3' cc IC 66 Ilex crenoto JAPANESE HOLLY 3'-4' B&B 3' cc TX 100 Taxus x media ANGLOJAP YEW 3'-4' B&B 3' cc OR 20 Ouercus palustris PIN OAK 2 1/2"-3 cal. ZS 23 Zelkova serrato JAPANESE ZELKOVA 2 1/2"-3 cal. All sizes are at time of planting. NV - 7 TVc/rF�. 80z �. I; III ti Q 0 0 z j Z 0 Z J Z �■■� Q Z zo J -j � O LL Q 0 U Z a Cr a> a. W Z Z Z 0 mop U Im ? U It C Im U X a. a Uj Uj cr o U LLJ Q Lq LLm 0 a- ■ 0 0 O J N (N ff) n + N N 07 Ln 01 Ln a) Ln Ln Cl) N N p (D (0 (0 (0 Wv'Q,0 0 o 't 't J >n Ln 0 CO O O _ �• Nj 0 E L -C a") � W O C: U 0 � C 3 N Z0 a 0LI�C o HN C. LEWIS No. 21621 �i 10NAL DATE: SURVEY: 16JUN99 RITCHIE SCALE: DRAWN: 1 " = 40' PLC C.I.: JOB NO.: 2' 9805025 DWG: SHEET: HP-SHT5S 5/8 STORM SEWER PROFILE SCALES: (H) 1 " =50.0' 725 ___ __. ---_ - - '---. _____ _--._.-__ ,-__-___-- - ---_ __ -_-_ .- EXISTING ___-_- 725 GRADE- _._._______ _._._-- --____ ___- ___-- __.______-- --_----__._-_ -_--_-__- __-__ -_..A___-- -------__-- -- _.__ ___________.___.�. - --_ --_______-- -_-____-- 720 PROPOSED GRADE 0 - - --- -----__ - - - --- _ _. __. i C __.. Adl AR 8„ W L _ - . __- _-- _. _ - P CL P. 200.60'.. III 0 0.75% _ _ _ _ -- _ -15"0 RCP - _ -- -- _._. P CL -15 0 RCP P. 125.00 P III -® 0.72% - -- -- 710 705 8 _ SAN. SEW. `P CL OP. 200.00'--24"0 III 0 0.48% RCP ----- _ PROP. L 200.00_-18"0_..RCP-- II _ - - 705 700 --PROP, CL III 0 - _.00 1.56 - _:� 3o10 0 - .UP o - - o _ o - --- 700 - - I J -0 o o 00 0 O - - - _ _ _ -_ J M L 0 O •_ u)O _ J -- %� f'7 _.1 Q 4" 0 - _. 00 ------ -- - _..._.. Q _ p 1. 0 o O o +0zz p . rn r` r\ r II z z 0 a o +0zz 0 Oi r n n rrzzN II z 0 0 .� 0 0) 1r n Irz Ozz II z - - -- -' - - - 0 r1 o N+z +zzi__z 0 go 40 II n Ofr- A O _ 10+00 --- --' -- 11 +00 12+00 _ 13+00 14+00 15+00 16+00 17+00 18+00 STORM SEWER PROFILE _ SCALES: (H) 1" =50.0' 16 - 1 � 18 19 -- - ----- ----- 20 EXISTING GRADE 725 ._ - - -- - -- -- - .. _ - - _ _ �. �.-�-- ---- --- -- ---_ _ _ __- ._ _ __ --�. \ ---- ---_- --' - 725 PROPOSED GRADE I 715 \ - - - Z_PR P._ 178.80'_- - 4"-0 RCP ----- PROP. 1 - .00'-18"0 4CP _ _ CROPI. 14 .00'-1 5" 68% P 715 CL III 0 0.56% CL III ( 0.757 __-- _-_. _ .. -PROP. 310 0'--24"te RC _ --- - - - - - -- ---- ---- -- - ------ - - 710 CL III ® 0. 4% 7 1 O 8" S A N. SEW. - -- _.. _ _ -- - --- - ----- - 8" SAN. SEW. PR P. 77.50'-2 "0 RCP I CL III ® 1.81 I - - - - --- - - - - ------ - --- - -- ------ _----------- N LL _- - J - --- -_ --- - -- ------ - - - - __ J J J LA_ ---- - _---- .. - -----. --� _O - -._-- -- --._. _._...-- ---- -- --- - -----.._._ .. _ m _ - -- -- --_ - - _ - l.J Q - 0 li U_ CD- _. �j 0 0 0 0 0 o .- rn�rff- --u -n - -i- - - ri r II �- rir II Nrr II rj II r}} �s $ _ U? jr ? - - - - - o �? {} - _ Z --- - - - r? rr -- Iffr Z Q - - - O _tt_.- ? Z _ _ - - -�- _ -- � ff Z o a- +F-zz z z +F- + z z + +Fzzz +�z z 10+00 11 +00 12+00 13+00 14+00 L- 15+00 16+00 17+00 18+00 19+00 ... °- SetrwosraeaweerraR't:C r w Dotes . tw ww eepc r� eaa4.�a t4fla W r rY I bar4hfq cantle" N Ae.ese tfeelewa.f rrwleta«arllla er L ifT•T rrw..atr{-•4•aarttty i4«rewt.oe Ooalrc7ra WWae r ewe Pool. Eaes ev ape° l f-BDc• of Soas.ar-1 siN•et.r J i 1- Fa• e«aa. of lyet :•..a a Co.w st'e IC-2 r It ` 11 { 7(4 11 11 So. Gwaal bn If So1 . wrrwra w Cali 74� r" - - I I IswIsi IT atr.r Tfeo A TV" 8 J T..•se, loos ol". DC IIOL Drums -am . h. .t Coos Aew er Vrr Gem catwa ire Mr I = r. a M"'r Clog eta• i-w• l . +-=ao•-..•.11/Tome , Ir cowl « two, rla�w Cwa, Q.w« r r4 w o•wIM1M twrl �• PLAN �s•0•-� eei �tvr 'too eroa 'aq Ito owtlrn n t och car on sow- loeo. earn Slat to owl d o.o Ire awe. 1y e.r c too, to SECTION 9-9 allow 6- 2. orr»- ee ar..... .r c r stw.o. x' ' _ _ ]- D-, rRpiT ELEVATION ram. a - ate000 w� Inel So�Iaaa do,ew twos MI• ,,otttttt,, w cr:-= a ^,c-a S.rterw a frw "oraw«o uorn 1-oyewrt ooaanr. r v Mcw.. •� D = -A n o....rrn Ilr w«, of tM Oul lo4 tie n M4rr, �nm rR Demo ` 2~ wwtoo" tr � ,t rn..wt<rr.,lno n•wl a .r ..Itclw. Inw� w Lmoae wnh <oannt .L plrry ..w� .t • �twr a o.•..I. uwte.te . o•ttenp of .a.e n ttr o-ttwe. hr crr i..'tntea w p.welr..a .rr •- �J d a now. ' tart Sto.•tra .+ot. +t•r v cwrorvcty .eo cataw :ai b .t•n� .neen•1..no• a no;.yee n Itr wK. oK Ib Iti hoot lira ... ay 0.0] tta, hero • wen �• i' 5"KIW c.wKD� - mo ew.et rrr on rw1.„eMe wrwo. 1n ntI to r. S' .« Mrlolrn rlo wooew No oaew ar .1tw zoo x -- -- --. 'I A -A -34 Df 3D 01-3c Poll 2. 0- w .. o.... M ol000, r r tlreeta"taat f-1'-d'--•� ell" -W- r too r u•tln . • r .tray • �w roe.,r. a it .� / to -a" - afarr r nr� an � l�r r.aaCl lye On er ataa. NI be`r Tr -N �MIM WIN"tee ��.•. •rr.wewrwrrrww roes. JCTAI W.KM N9CD n ood t- I. ~t « tM otrt/ee etN r ew Iq at IM rtev... tt.sn -N- w«rlatrlo on aeartrahar oto, ,w Mit-«tfq eroow one fM ocrol wetrrm• r ..r. w eler ADAACIXT TO CUM WTTNOUT i1TTO •hW w eeeer .Iu.taa Ilt. cowl 1 s7 Iact« rw tows cenurn. �• tW •. . 1'-C taealr 1 t w . tttw• • nest n w r .••e•• • .�tr.. its. too err r Itrrr w err I• too. Sh"t I of Q STANDARD CURB DROP INLET SPECIFICATION 12"-30° PIPE MAXIMUM DEPTH (H)=8' REFERENCE VIRGINIA 302 1104 09 �D/EPARTMENT TRANSPITAT10N EW-I,IAPG A f T -- - -- - ----- -� _M_ / rl 11 I NC';_S 304' Ci to rflel ahaal be orwlals0 W y ingweae Sea DeniedA - ____-i` to o ea., �D Iz • :ti - I - Eocn wal. Eocn two I 04Beta It 6-c-c '�• r \� Eocn .a]. Elton foes - R OW =RONT "._VATION SECTION A -A awIar±rlow daw0001 o - • / bot aifuheser Shape to Do beveled } nc.«• �.o (y <00(: IS � ,,. :�I.wm compaa.r•e :rlattgfn w1Ut InotL, MW n '0 D. .aewoo 1M o0att•te toll be oehf«ed to acrnn ale oRaoes lot to 45' tiaelforo� after n occoreWlce wtat 45TY 4-615 Ilerwwctna oert; . I / • �� "too oorrtp ct Iapl,". 4*, S'm" _arpr that 0 C atol � I ��� � 4 I it'--L-=T`T---1-� - TwlLolt. Montt, OIe �nNwY. •if NW nMOWwnafwt nW1 t•OIY twin TonutoeMf\ IOMforlt• � D /.--- _ _ .. ne Can tiWli too of alte'.DK il wot, aeo.a ftll 510". QIch Loos, w effouww �. 4� "taawali u be bMMo in all areal 4aCap1 vlflere a CO.ftly wen nvor or r 19•aft occur `,�I I "{ ,� nw J j Bsvf: eooa is I&QUIreo on T,1a neeowall ►, the inw itno of the c r Ml I wlyfe iM flpw enters , � a r bevel I it. cut~ .....c �� -.. I+..awall r 1na <x,u« one -f the ::utvMt ,ttn be artlyr utwrs 4av4 Or beveled. DETAIL A DETAIL B EW - IPC - ENDWALL FOR CIRCULAR PIPE ----` --� DIAMETER OF PIPE CULVERT D 1 4' 1 IS- It' 2P a 24•, 27'ar 3e 33'ar 3r N Y 0' 2'-:• Y-C 3'•2' S_c' 6_4• C-C' 6%cf 0'-L' Ir-0' a•r a-r as irr t a -a Tr a. Ur h a-, yr 17-1 ,as• I o•1 trr I a-r a-2 IPr 7-W -IAPC i ENDWALL FOR: EL IPTICAL PIPE C•- SIZE OF ELLIPTICAL IP10E CULVERT: SPAN ■RISE; 5-0 23'a14' 3ei.19• 3ls22' 7raZ! 42'd7• 4s-.291149-.37 153'034' n i i-to' 2-4• 2'-r I 2'-9' 3%r I 3'-3' 3--d 1 T-i L i S-' 7-2- a_6' 9-Y la.Z- I IC'-lr Ir-1' I it tf • a-2 wr a-r a.r 1 0­ a-4 wr v.& t? a-e Vr e I an ur a-r a-2 yr a•2 vt a-r I as as wr ' as tlr PRECAST ENDWALL FOR PIPE CULVERTS SPECIFICATION REFERENCE VIRGINIA DEPARTMENT ' IOS 04 IOLOQ °t 302 - 'RANSPORTATION atelemaa :lrnW rllera ilea torn ranft►c«w«fl �e nol ro�Ulrotl •.6-1Q,1.1R.1 Waxy twra Floft VMtre felwlle/ SO. YDS. PER LIN. IFT. OF PAVED CHANNEL saran .arl. as claw 1 Iksr 6' a. ularw 1 - flFw -0- /--S. 08ta� ear.at « IMe. W � I _ � fsrawan v / I ----- W- ---� I /L ih KaMM D I' 9' a' .' ■• c � s .a .,J e a' i` Joint AS fad rttef aec,�ee now-IealeewM 1I1aM llaseaah terns IteW rerllercaallrN SECTION A -A CawWl° to be Uan A3 art£ opearte 0 errevwwwr 90. A Doecton of Flow I I A ° • l-r-J Curt awe y M taoaeM �1a6" rbwb Dos °IZ" M 6.0" a" a" .r c -e loured al ON *IS ELEVATION donwe* rfa on me �0.0 " of eoch eeparrs", .,I MOTES Derah i01 sae awo Pan le r • sane m pleas. Weer hales oe to be neeeeee r awl reerlaele erre • a eels 4 a heW lilt 4 and D W a*fr to so peeaer then L• 'Moor how, .0 1Y. t2 Dtreh hefelrase dak f oomot v Mawaee Iwo +wl, nwwoen ..a ut 0.03 rU, maser 4 Map, ledru. dwh atdtowe lions/ 6 fM 4tww at awoto 1:1 SIDE SLOPES 4. 1314'1, I 114::I SIDE SLOPES I 4. 6. 4' 9. VA SIDE lei l3 ze RE IEFEAENCE STANDARD PAVED DITCHES 502 VIRGINIA DEPARTMENT of TRANSPORTATION t08 O] 0 N 00 ZO r QL 0 a o 0 W (n W C� V/ 0) I N 0 w J F- F- z O V/ J cy- V 0 J � 1~ W 'W .� N v / Z v N {.L 0 0 VI 0 cc O LL Q U 2 zM OQ M a . a.ZOZ O�a0 Um?U HWmV a Lj p U Q W � W 0 V ■ O O N ■ :� O N N 0' r r� 0) r cl)v N In In p N c0 N cfl LU O 0 L It It � a /yr m v c v li W s � �UaU _ 0 U ZN� O rr) a rH 0 U)HN C. LEwls �"" No. 21621 ,&Z A�o�E�G,� lk -�ssIONAL _ DATE: SURVEY: 16JUN99 RITCHIE SCALE: DRAWN: AS SHOWN PLC C.I.: JOB NO.: N/A 9805025 DWG: SHEET: HP-SHT6S 6/8 -t >-U CO WATERLINE PROFILE 10" MAIN EXTENSION SCALES: (H) 1" CL a- - W W _ X - X --- -- 730 725--- _ -- - _ ----- _------------------------ -- _---------- _-------_ _ _ ___----- ___ - - ___ - -- -----------------------___-_______ 725 EXISTING GRADE / 720 EX. G 720 EX. 10 ,0--P- WATE,ILINE _Z - - 715 _n MIN._ CLE R - - - _ -- - __- _ --- ._--- -- 715 3E M N. COVER 710 - - - 710 _ P.ROP.^ -_t " O _ SDR-=21_ WATERLIN --- - -- _-- _ -- - - -- W Li. J ._Q. :x - - -- - -- - -- - FX l a - W X O - X cD Lr_ X O .- I Q N O O O CL O O w - _ O r. Z- o Z tT 00 03) 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 SANITARY SEWER PROFILE SCALES. (H) 1" =50.0' (V) 1 " = 5.0' 730 730 I EXISTING GRADE 725 - _ ___ _ _-_._----_- _ _ -- _ _____ ___.__-_ __ - -- _ ._ __ __.__.__ _ .______ __.._ __ 725 lo -PROP10SEO -GRADE__ - _ _ . _ _ . .. - --_ �►-_ -_ 720 _ __ - _.___ __ --__ __ _ __ _ __ ___ _ _ _. _ _ _ -__ _ 720 -- - Sm. 715 ST . PROP. 300.00' 8"0 SDR-35 PVC 40 1.32% O a_ ry W i� Cn _ Z - - - - _ - ..- - - - - -- Z < - N. n. 0 o •o 0 Cr-__ w C6 II r` ^ II __. O irT F3 _ -- - -- _ -- O -0--� ------ --- - -- _ 0p Z Z _600-. cl Z Z- Z 10+00 11 +00 12+00 13+00 Concrete thrust bkx:k >o WATERLINE PROFILE 8" FIRE SERVICE SCALES: (H) 1" =50.0' (V) 1 ' = 5.0' 730 - _ ---- --.730- 725 -- _ __ _..___ _ --725 720 _ _- 720 36" IN. ER 715 -- ,� - - 00 -- -.._ 715 ._1 710 -PROP. _$ 0 __ R-21 WATERttN O co ^ O J ID - (n >: O ..__.._of tl 0 > to W X N tb O___ T .- _.___-.----___.._. 1 Z O + O + 00 + 10+00 11 +00 - --1 Now frNrlM:rn °- m.ofan. •cv"Oan eMt a O loon bored (q1p 0 3 6' dia schedule 40 3' • - - e steel pips+ filled with concrete and painted e w e i Ylbw r b1 eendl oiian �. gate valve ° bnxe• O 4xf;,. �- esN vsNe ° loos uxft wr -- eime beddlry O 1' 6" O I B' dia I TYPICAL .`iESiilSA concrete , TEF- WYE. OR PUG 9nCa5emeM In Nor or mood b,-no the MMnp m" be -pp d weh edenolw herd menvelbn .'. pol"thelene, and the -reN poured to nlrndeteiy xtrrmtwvl 1r - 1 t min nor IT and •maser Oros ft FIYrp end tgeinnt undelurbed tole. The berry dinem'on. e°NMI undsM1wbed end •he• rernsln w 0- 9 t•• la' min to 1 p e 70- @QLLARD DETAIL ere .sr1 beie. fa A. B. c tlmwanabne. CONCRETE DIMENSIONS FOR f10RQONTAL THRUST BLOCKS direction of setting to bey approved prior to installation FIRE HYDRANT ASSEMBLY Flgt•re 9 8" carefully compacted select backfill 1 OD concrete pad V-6" sq. x 6' deep - 10calor peg mechanical pint swivel tee with 6'txsnch general backfill I" ` L-- 6- concrete QQll` QRfJEENQASEMFNI Pipe Ole. -Pkw. Wyes a Tess 11 114' end 22 I!r Bonds 46• end 90• Bends _ A a _ C A B c A B c T-r 1'-r 0'-V 0'-9- 0'-rr-1'-3- 0'-9' 1'.9- e'_ r-3• a•Y" r-r 0•-9• 0'-0• 0_9- z•r 10" 1' r 0•-9" 7.3" 1'-V _0--9• 0'-9' V-3' 0•-W zfi 12, 1 •-9" 1•-0' 7-e" 1 •-3' 1.0- 1. 6' 1•-0- 3'-o• 14' z-o' v-0- Y-0' v-r 1'-o• vv 1'-o" 4•tr 7.3" 1•-0- 3-r rr 1•-0' 7-e' � -o• 4-r tr I r••' I 1 •.r I 3'-9' I Fr I I,-r r-o' I Fir V-3• 4'-iir 21r L 7-r I 1 •-r I 4'-(r 1'-9' 1 •-e' 2.0" I T-3' I 1 Ar ti -0' Cslasts top of manhole at grade in pavement areas untess otherwise directed, 1' 6' lop shall be set I r (IV" above grade in easement areas square skxf pad •' Itlick-� -�-- -- contractor to grout manhole +• ' -- - -cover in place --- --- 4 bolts (3r4' dia ) adjustment rings (I V max.) s �e max concrete ASTMC 150 r•. 12" Of 16" (typ.) 4000 psi girt° are to be settled with "O" ring gs" pioneer 301 mastic applied - between pints and on exterior side of pints variable -- - LD -- - pipe to manhole connection to be by flexible sleeve Invert charx►N to prOvWea 1 3•-0' min 1 L 1L4"1}184L1iQ..B1�lDH smooth tran Mon In to otA, 1'-0' max for aY cor>.'jcllorts 7 0- max. I - - - - - --� top of bench wall grow bottom of manhole _ same etev as to loan channel 2 {y ;i: top of pipe ears n rods o.er "vw and .nb.de.e in co -eft snot bbdre B, FITTMtl 31h FMCJ -Wr FYtFnuFMi -� - 17 a LESS ° 7 31r {(y 14• - 21r e 7 3s• B' bedding stone }i?� NOTES t Manhole sactions shall have an external coating of approved bitumaslic water proofing prior to Installation 1 2 0 adjusimert allavauon exceeds two incites use concrete adjustment rings Witt' a exterior coating of FrTTING VOLUME OF T_F_Mi_USTT IN•�cu. _YD. Final S water prooiirg 's°^'bi°dio � 1 •1!4"_ _ 72dR' I 1/• t 9P 3 FlMI slope adjWslmant d manhole frame may be by shims and non -shrink grout s' - 1.3 4 Skid pad to be placed around rnanhdes located in shoukiels of roads r 1 1 23 6 Flat top ca"nq shall be used on shallow manh (AQ (6 It or less) installations THRUST BLOCKS FOR VERTICAL to' - 1.$ 3.7 UP BENDS SHALL BE THE SAME IT 1.2 2.6 5.5 AS FOR HORRONTAL BENDS, W 0.5 1.7 3.9 76 14' 0.9 2.3 5.1 Ir 1.4 3.2 6.3 20' 22 a5 74 CONCRETE THRUST BLOCKING MVM 2 general backf ll OD e �N %concrete ' •e .j 0.1a stone aggregate CONCRETE ARCH WATERLINE PROFILE RT. 645 HYDRANT SCALES: (H) 1 " =50.0' 730_ 730 EXISTING GRADE 725 PROPOSED GRADE , -- - 725 IN: COVER 720 _40_ _ 2-1- -- 720 PROP. WA ERLINE O (J7 J .- 11 w w 0 d r O -- _ - ----- d -- -- - _ + + f- + 10+00 11 +00 STANDARD MANHOLE Figure 12 -- standard manhole - -- - - 2'0" ruin. -- - wye boom wcood spencers stainless steel straps at 2 ft. intervals - tamped stone buckfill (8" minimum beyond piping) support footer/blocks L MOM 6" alone NOTE: bedding 1 fittings and pipe for drop to be same size as incoming sewer 2, no inside drop allowed DROP MANHOLE Figure 13 u AcrklnuCNT NO I - JANUARY 1996 W Z J Z O W CL Q to O W C/') W tY rn t� CV Q t) 0 Z Z O Ili W v J 0 W a. W W ZI I-- LLJ z~o Q Q w J � OF- Q U Z oa Cr CL s V) a.zZz 0(n00 Um j (-) � mV Lu w- a. a.00 Lu o F- Q U W IX W 7 O LL a V ■ o 0 N ItttttttttJ ■ :3 O N r� ^ N cy) 0 N t7 � - --- -- -- - -Y • E cD Cs7 general backtill general backfilt 0 0 r `> to In OD LJ c0 N 2 ' carefully compacted select carefully compacted O E lEt;elect backtill L backfill 1 6 1 �.• -C - } Slone - 4 6" iii 0 v Q v l 6" aggregate s= O.D.1/2 O.D. lL .' II• `-6" O l 6" PO stone aggregate concrete STANDARD �4t�C_R_E_TE Cf�ADLE 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 "aiuthority"). TH OI+ 2. Water service will be provided by an extension on of theFr.ederi k County Sanitation Authority water main located in the O�� lac Admiral Byrd Drive right-of-way. Z OHN C. LEWIS a 3. The CONTRACTOR shall coordinate with, and arrange for 'inspection by, the Authority. No. 21621 4. Exact locations of water and sewer services on new liners are to be coordinated with the Authority's inspector. ep OA� 5. The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the SSIONALG�� tap and the termination point of the lateral are to be coorrdinated 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 tap. The CONTRACTOR must make application for and pay the cost of this work. DATE: SURVEY: 7. The Sanitation Authority maintenance department is respconsible for the installation of water meters. Before a 16JUN99 RITCHIE 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 g)rade of the lot; 3) the distance between the top of SCALE: DRAWN: 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 responsibiliity to have the meter box assembly installed correctly. AS SHOWN PLC 8. A double check valve backflow prevention assembly is to) be installed on any line (fire or domestic) that goes into a C•I•: J06 NO.: building. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a N/A 9805025 remote readout is required. DWG: SHEET: HP-SHT7S 7/8 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. V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. V11. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V12. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE INSPECTED AND APPROVED BY VDOT (INSPECTOR PRIOR TO PLACEMENT OF FILL. V13. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. V14. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSARY BY VDOT INSPECTOR. V15. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S RESPONSIBILITY. V16. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. V17. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DESCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. cost in place access door centered in top varies (sep note 1) 2 Max. at property line \ (see note 2) roadway box 2" type k copper tubing (no joints N \ from main to y curb stop) --_- `saddle with corporation stop water man ball valve curb stop with FIP ends. with 2" gate valve operating nut 6 CUTOUT DETAIL typical Ford FC HH 77 HC- 150 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole -finished grade 3' riser section for 4' diameter manhole with cutouts '-[-solid support blocks under custom setter (3- stone bedding f NOTES. 1 Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. SIR3030 b) in traffic area - model no. H 1 R2424 1 Water service crossing street shall be encased in 6" die SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO 2 APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 METER BOX and COVER MFTER BOX (See Note) METER BOX COVER 18 in Dfa Non - Traffic M32C-PW Traffic A32HH - T ?4 In Die Non -Traffic MC-30 (F(ame) WITH RML- I-T (Top Lid) Traffic MC-30 (Frome) WITH RML- 12-T (Top Lid) Note: 112" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4" with top pointed blue meter cover set 2" above 1 tin grade prior 18" varies as required - to sodding urporatlan stop 3" stone bedding`- ! surrounding box *ongi by F.C.S A - meter box check valve j11'meter .16mi with drain valve angle yoke boll valve U type K copper tubing, continuous without pints from to ? ft. \wuter main meter -_ ____ _. mom ` 6" stone bedding SETTING PARTS - -- hne sae meter sqe yoke angle yoke ball valve angle check valve expansion wheel 3/4' 5/8-0/4'1'502 BA94-223W HHCA94-323TD-G EC-23 ---transition to meter setting as required curb & gutter Street - I -- i 1 3/4' Y504 BA94-344W HHCA94-323TU--G EC-23 I_ (� I I Y504 BA94-444W HHCA94-444TD-C EC-4 INSTALLATION NOTES I Exact location of meter box assembly -- to be approved prior to installation 2 Water service crossing street shall be encased in 2" dip SCH40 PVC or M SDR21 piping the piping shall run from 3/4 type K one foot beyond sidewalk, across the copper for n N a to boci of in Vf a sidewalk 1" type s I.,3 0 copper in street to one foot beyond sidewalk. single meter installolfon . - -- 1 "x3/4" wye DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO, 3 - OCTOBER 1998 - 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. Backfill 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 I, Size 21A or 21B). 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 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 216). 5. It shall 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 Base (BM) shall be replaced with ten (10") inches of Type I, Size 21A 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 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 shall be replaced with the some layers as roads with asphalt bose (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 mode as dry as practicable at the time of bockfilling by pumping, bailing, 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 rate 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 manufacturer's 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 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 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. 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). 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CURB RAMP (PERSONS WIrN 'uOBILlry IMPAIRAtIEN>S) we 0101GINIA CYPARrYf.fr tit rRmsPater Arrox We R.raew .48 71 L FIGURE 1 f-- DaSTINC' PAVEMRIII I........................................................................... (BM) MIN 5 1 21 A OR B MIN 10I' MN 1.5' OVERLAY ASPHALT CONCRETE SURFACE COURSE TYPE (SM). ASPHALT CONCRETE BASE COURSE TYPE (BM) TYPE I SIZE 21 A OR B AGG COMPACTED TO I OOtro MAX. DENSITY AT OPTIMUM MOISTURE CONTENT SELECT MATERIAL BENCH I CBR 30 BAC APPROVED SOIL OR SELECT MATERIAL BACKFILL I y - TYPE I, CBR 30 COMPACTED TO 95% 0 MAX DENSITY AT OPTI MUM MOI STURE Q CONTENT A `90� _ � Ill - BEDDING 4" •~ - --- - SAND OR NO 5' STONE 0__ MIN. TRENCH WIDTH TO SUPPORT - - --' O.D +24•(*) '`--` - TRENCH BOX • FOR PIPE LESS THAN 12" THE TRENCH WIDTH MAY BE 36" MAXIMUM SEE UB-1 (ROAD AND BRIDGE STANDARDS VOLUME 11) CUT REPLACEMENT IN ROADS WITH ASPHALT CONCRETE BASE AND SURFACE W U 48' ROUTE 645 - AIRPORT ROAD OR ADMIRAL BYRD DRIVE ENTRANCE TAPER DETAIL NOT TO SCALE f } ARROW DETAIL FOR PAVEMENT MARKING NOT TO SCALE ARROW TO BE POSITIONED AS SHOWN ON PLANS CG-7 i 2"R J If ,the The bottom M curb one - `� putter may be Constructed omoael to the globe of sub _I_ __ surface courses p,o.,ded o - -- - - z - � --- - ----- - m"n,mum depth of 7 is moimaned This or" moy be concrete at tie oMran of the comfoclnt nn< Olt,shoa lot eArn , despn wren cenrtv n orwMe curb arm punt• is speed is preafer than 4O MPH m used, the Standard Enhance Gutkrf m standard Note Came curb a gurfe, hoeing 0 rockus R urOl highways and 45 MPH In Cnrrvclhe. to, Sffeel ImerseO.int me In hove ar Sao a Les, I." fat of curb) shall deveinped Orbon and Suburban the -oun obto curt oanfwmrm , monroted be Dad fn, ns ,adfoi comh.01sin curb a nrlos all, fe, Whet this sfortilmd n v be her, am e,ls" *tin Hen• rho, be Precast V Cos, m place omne, cab, ew th"elran It to be mode enIt- lO nr the ctnofge in sfoldads made a route (onr,ere ,o be Cb,s A3 a tail in pioce. oae""'gs PSI . •OOD ell aecost COMBINATION 4" CURB 8l GUTTER VIRGINIA DEPARTMENT TRANSPORTATION 20 104 O4 k A , A A A so I• : I', A . '.. s A A in A A A e. A A _ A A. A A A ., MIS of" may be contort• I, of the potion 01 gift Contractor This curb is lobe usedwhtn design sp*.d h 40 MMI of iso s on Rural highways and 45 MPH a lets in developed urban a suburban mlom The bottom of IM curb and plMv may be constructed poorntl to t1w pe %toof sub- surface count% Pro0dod o minimum depth at T' is mamfotned Note Garlb o.D a gutty ha*q a roAa of 300'm lets (dmq lace of Qab) shd he acid for a rodbl combination Curb a putt., TM. h*m may b. W.Ohn .' cwt in Ilbc. caftrp* to be 0... As If Car In plot•, 4000 PSI N p.trett 4111ECIFICATION j COMBINATION 6 CURB 8t GUTTER 11EFt11[NCE n VIRGINIA DEPARTMENTof j 507 I -- ---- _ _ IRANSPOR TA T ION 20103 1 ism trr.nsron Ienn r -- .✓ I a S = I E .n I � l u i •n'I � .�3A I [•is nea o4 '+ ---- Horn Of fnl.A.cr4 W - ' I ' j U. "tow ---- Lleft _ �- jara fxNn7nOM JOrRT < a" W Ylre ROAD— HALF- PLAN -- ^ I SECTION ELEVATION AT GUTTER LINE C "• ISOMETRIC r. / VIEW When used ,n canpncoan rrh Stoodnrd IG S n. CG. 7, the curb fact on tlhl strxdmn -s •c be od" ed far "nalen th. mountable ru,b conhpuro,on REFEI I 902 STANDARD ENTRANCE GUTTER --- FOR uSE ACROSS SIDEWALIK WITH FLARED OPENING VIRGINIA DE PAARTMENiOf i -----.-----____.__. IRANSPORTTATION CG-fl Radio) rombirfofi0n �� I curb end golfer -' i j4 Radius to be o`% 9 shown an alone ( M / street approeth tame! I � sew t M9 Is MOON", I �L► 5 rtxpdw•y w Expansion Joint eJ a Ir Mein line roadway ---- A-- I Nof• Width'•B" 2•-O"or at shown on typical section HALF PLAN Gutter line Face of 'Gllltfer line Mom line Roadwa Cwlt L of Side Slreel - - y f -- - rG-.S or cr - 7, ,M curb face on Ih,, Slondmd ,f to be SECTION A -A odpstea ro macn the mounrole cute confe.."on STANDARD CONNECTION FOR STREET INTERSECTIONS VIRGINIA DEPARTRAENT r TRANSPORTATI(VII Q O IY F- O m Q I w � Z w i_- 1- _J Z D c 3 v O Ir- EX. ROAD- 12' 14' WARIES CROSS SLOPE = 1/4":1' -- _ CG 1 I E' 1.5" SM-12.5A _ _I -III-III-1-1 I I-, _ 8" BM-25.0 - _i -I i I -III -III -I i I -I i I-1 I I II II I II I II 8" 21-B 12" COMPACTED SUBGRADE ENTRANCE SECTION @ AIRPORT ROAD NOT TO SCALE EX. LANES EX. LANES 12' TURN LANE CG-16 ALONG LENGTH OF TURN LANE ir/iiiiiiiiiiiiiiiiiiiiiii/l. • 1.5" SM-12.5A 2.0" - Asphalt Concrete, Type IM-19.OA 8,0" - Asphalt Concrete, Type BM-25.0 6.0" - Crushed Aggregate, Type 21-8 SECTION @ ADMIRAL BYRD DRIVE ENTRA��ICE NOT TO SCALE T SLOPE 3-MClx.0 FILL SLOPE 11 r� Q U Z O w I� S U) Q 10-Z_ U Z 0 U a) H�mV a LJ 0LLJ 0 ~ Q LuJ Li, O 0 ■ J O ■ N a� D N � � V♦ Cn +; N N 0 U-) � I N I N (n (0 � Y Wp 0 0) O0 � C) n � p L m ` Q) C N W Q,s. 0 E 0 U U _N U 0 C/� C ell Z�I N RO � a ltib T H F o OHN C. LEWIS No. 21621 �;,6p��ss 1111L.-IONAL _ DATE: SURVEY: 16JUN99 NA SCALE: DRAWN: AS SHOWN PLC C. I.: JOB NO.: NA 9805025 DWG: SHEET: HP-SHT8S 8/8 FREDERICK,' COUNTY, VIRGINIA ABBREVIATIONS ASS'Y 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 E❑P 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 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 ❑HT 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 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 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 GUTTER OVER A 10' LENGTH (TYP). PRUITT CORPORATION AIRPORT BUSINESS PARC BUILDING A FREDERICK COUNTY, VIRGINIA GENERAL NOTES 1. The property delineated on this plan is located at the intersection of Airport Road and Admiral Byrd Drive, in the Shawnee Magisterial District in the County of Frederick, Virginia. The developer of the property proposes to construct one building on approximately 10 acres. Presently, the tract is vacant. 2. Property Owner : Contact: Mr. Kevin Adams The Adams Family Limited Partnership 401 Pegasus Court Winchester, VA 22602 Telephone: 540-677-2424 3. Property Developer: Contact: Mr. Cecil Pruitt The Pruitt Corporation P. 0. Box 130 White Post, Virginia 22663 Telephone: 703-631 -9315 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 and checked in the field by Ritchie Surveys, Inc. 6. Site Data: Parcel Area: 62.4197 acres PIN: 64((A))40 Zoning: M-1 with Flex -Tech Overlay The maximum Flex -Tech unit size shall occupy a building area of 20,000 square feet. Flex -tech uses shall conform to Section 165-48.7 of the Frederick County^ Ordinance. Use: Flex -Tech: Warehouse Space with Office and Retail Components Z.0*%Y)0 Front Yard Setback: Required - 75' Provided - 136'+ on Airport Rood Provided - 119'+ on Admiral Byrd Drive Rear Yard Setback: Required - 25' Provided - 25'+ Side Yard Setback: Required - 25' Provided - 55'+ Maximum Building Height: Allowed - 60' Proposed -40' Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 150,000 sf = 0,0536 FAR 7. Environmental Features: Wetlands - Some wetlands indicator plants and soils have been identified on the property. The areas of potential wetlands are located near the proposed storm water management pond. The amount of contiguous wetlands area is not significant. Flood plains - The area adjacent to Buffalo Lick Run contains 100 year flood plain. No disturbance is proposed. Sinkholes - No sinkholes have been identified on this site. Steep Slopes - Steep slopes are defined by the Frederick County Code as slopes exceeding 15%. The area of steep slopes allowed by the code to be disturbed is 25%. The area of steep slopes allowed to be disturbed on the a:te is delineated by the Environmental Corridor Easement. Woodlands - Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves greater than 1 /4 acre. The area of woodlands allowed to be disturbed on the site is delineated by the Environmental Corridor Easement. 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 - 112,500 sf Required - 1 space per employee Number of employees = 75 Retail space - 37,500 sf Required - 1 space per 200 sf = 188 spaces Total spaces required = 263 Provided - 265 spaces including 8 ADA spaces Loading Space Requirements: Required - 1 space per 40,000 sf = 4 spaces Provided -28 spaces 0 12' x 45' 9. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC romps 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. 10. Buffering Requirements: The adjacent land to the north is the Airport Road right-of-way which requires no buffer. The adjacent land to the east is the Admiral Byrd Drive right-of-way which requires no buffer. The adjacent zoning to the south is residential. A Type C buffer applies to this development. The combination of the natural, existing vegetation along Buffalo Lick Run and the separation of the improvements from the property line by 200'+ will serve to meet the requirements of the Type C buffer. The adjacent land to the west is zoned M1 which requires no buffer. 11. Proposed signs shall conform to the Frederick County Zoning Ordinance. 12. No outdoor storage is proposed. 13. All on -site utilities shall be installed underground. 14. All outdoor lighting shall preclude illumination of adjacent lots and other off -site areas. FOR CONSTRUCTION . INAC SITE PEA.IN - ` PPROVED _ A,TE `� v Op Ir l_ 1 l U ,� C,L�1�1f IS V �10.021621 w` ��s`St00NAL 4C 4 CARPERS VALLEY a GOLF CLUB � Oq� 76 645 WINCHESTER � MUNICIPAL AIRPORT O, pl 4'Oq� SITE " 522 ADMIRAL BYRD DRIVE VICINITY MAP 1" = 2000' PROJECT HOPE HILDREN'S SERVICE THE PEOPLE -TO -THE -PEOPLE OF VIRGINIA, INC. I HEALTH FOUNDATION ZONED B-2 I ZONED M-1 i USE: OFFICE USE: WAREHOUSE/DISTRIBUTION 1.50 ACRES 4.62 ACRES 64- A-45G 64-A -- _ - 743.88 Ld / -.. 0 PARCEL 19 64-A-45-19 CRUM ELECTRIC PROPOSED BUILDING ZONED M-1 150,000 SF USE: VACANT FF = 725.30 3.0027 ACRES I i 1 1 CORRIDOR CORRIDOR z A PARCEL 4 ;UD 64-A-45 ADAMS FAMILY LIMITED PARTNERSHIP N ZONED M-1/FLEX-TECH USE: VACANT 26.4476 ACRES 1 8 � 1 � I I 1 PHASE 1 PRESTON PLACE ASSOCIATES PRESTON PLACE APARTMENTS ZONED RP USE: RESIDENTIAL 17.96 ACRES 64-A-45B LEONARD JAMES GREATHOUSE ZONED RP USE: RESIDENTIAL 64-A-14 LIST OF DRAWINGS: 31 IrA J 1 � ADAMS LOT 40A ZONED B-2/FLEX-TECHtFFLICK WINCHESTER REGIONAL AIRPORT USE: OFFICEROAD ZONED RA 64-A- A USE: AIRPORT 64-A-78 - - A= 54.98' o- - *+R P O R T ROAD 8 0'_R 0 W R=35 a�w 2 37' 0 U 0 `'' 'S46'51'36'W T, 0 25.00' A=101.52' R=370.00' :y I i o � PARCEL A 64-A-40 1 ADAMS FAMILY LIMITED PARTNERSHIP 1 ZONED M-1/FLEX-TECH USE: VACANT 23.6972 ACRES 100 0 100 300 A=528.72' R=380.00' Scale 1" _ 200 _ t SI PARCEL D - - 64-A-40 ?� ADAMS FAMILY LIMITED PARTNERSHIP A=219. D0 ZONED M-1/FLEX-TECH R=430.00' USE: VACANT 62.4197 ACRES 1 - Z w f� ---- �- CORRIDOR W o 0 lLA =_3r- r- pr' N I r Y RRIDOR CORRIDOR CORRIDOR _ HARTLEY L,$ WIGFIELD, ET AL Z� , ,� %���. J. vy l l l j �164-2-22 �\ 64-2-23 SHT. 1 /8: COVER SHEET SHT. 2/8: CONSTRUCTION NOTES and DETAILS SHT. 3/8: SITE LAYOUT PLAN ZONED RP RESIDENTIAL c^ CID 35'32w 4 0' 1o1.s1' WfG1`f(puAdER 64-A-40 RANDALL E. & 43'23 32 ZONED RP LY LIMITED PARTNERSHII JANET L. CAMPBELL USE: RESIDENTIAL -1 / ZONED RP 0 USE: RESIDENTIA 64-2-4�3 4 11 v 4 64-2-24 ANTHONY J. DAUSON W. MIDDLETON 64-2-5 RIGGLEMAN /' ZONED RP ZONED RP USE: RESIDENTIAL USE: RESIDENTIAL 64-2-32 64-A-44 USE: VAC 35.396 ACRES NN. ?r2i 37 250 2 0 % 9 '7ZONING ADNvIINISTRATOR �XATE / APPROVED FREDEFUCK COUNTY, VIRGINIA SITE PLAN EXPIIRES FIVE(5) YEARS FROM DATE OF APPROVAL 6 SHT. 4/8: SITE GRADING and EROSION & SEDIMENT CONTROL PLAN PAINTER-LEWIS P.L.C. SHT. 5/8: LANDSCAPING PLAN SHT. 6/8: STORM SEWER PROFILES and DETAILS SHT. 7/8: SANITARY SEWER and WATERLINE PROFILES SHT. 8/8: VDOT NOTES AND DETAILS 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 JOB NO. 9805025 SHEET: 1 16JUN99 I /8 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 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 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 called for on the plans refer to standard VDOT designations. 7. No soils report was furnished for the area of the right of way. 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. EROSION AND SILTATION CONTROL NARRATIVE Project Description The developer proposes to perform mass grading of a proposed building site containing approximately 10 acres on a 64 acre parcel. The total area of disturbance on the parcel is approximately 12 acres. Storm water runoff will discharge overland to Buffalo Lick Run, after passing through a proposed storm water deteintion facility. A Land Disturbance Permit has been obtained from the Frederick County Department of Public Works for mass grading operations. Additional erosion controls will be required for the construction phase of this project. Existing Site Conditions The site is currently vacant. Slopes range from 1.0 % to approximately 40.0%. Adjacent Areas The site is bordered on the east by the Admiral Byrd Drive right-of-way and vacant land zoned M-1 and owned by The Adams Family LTD. Partnership. To the south is Buffalo Lick Run. The area to the west is vacant land zoned M-1 and owned by The Adams Family LTD and Crum Electric Co. The land to the north contains the Route 645 right-of-way. Off -site Areas No off site disturbance or construction activities are anticipated. Critical Areas Buffalo Lick Run will be protected from siltation during construction. The stream lies within a dedicated environmental easement wherein no construction may occur except for the installation of utilities. Erosion and Sediment Control Measures 3.05 Silt fence will be installed in selected locations downstream from the construction area as a 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 downstream side of the topsoil stockpile. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, 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 of the barrier. Any sediment deposits remaining in place after the silt `once is no longer needed shall 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 proF.:sed storm water drop inlets 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 dimensions when the sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and 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 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 July through December 1999. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Ryegross 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug 31: German Millet 50 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegross 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 Permanent Stabilization 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 construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of 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: Seedbed Preparation: a. Scarify top 1 " to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone( 1 40lb/1 000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.oc 97 85 Red clover 8 Ib/cc 95 65 Ladino clover 8 Ib/ac 95 65 HEAVY 1.5" SM-2A - Nurse Grass -(season dependent) 3" BM-2 - Sept 1 - Feb 15: Annual Ryegross 12 Ib/ac 98 85 6" C.T.A. Winter Rye 12 Ib/ac 98 85 = - -_ May 1 - Aug 31: COMPACTED SUBGRADE : German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: ENDWALL FLOW SLOPE-0.00% STRUCT. # L W I D I STONE d50 MSD 10 1 25 1 22 1 181 0.8 CULVERT EROSION CONTROL DETAIL NOT TO SCALE BOLLARD- DETAIL NOT TO SCALE 2" SM-2A 6" C. T. A. COMPACTED SUBGRADE Annual ryegross 12 Ib/ac 98 85 ON -SITE PAVEMENT DETAILS Mulch: 1.5 ton/cc small grain straw NOT TO SCALE Fertilizer: 1000 Ib/ac 10-10-10 (SEE VDOT (CC-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) 1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control NOTE: Handbook. HEAVY PAVEMENT SECTION TO BE APPLIED TO ACCESS ROAD AND TRUCK PARKING AREA 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall AT REAR OF BUILDING. remain in place until the site is fully stabilized. 3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. LIGHT PAVEMENT SECTION TO BE APPLIED All off site grading and construction is to be done with the property owner's consent. TO ALL AUTO PARKING STALL AND AISLE AREAS. 4. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise specified on the plons. 0.375" x CO CONC.-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) 54" 30" 2" x 18" STND. J RESENVED PARKING ] STND. U-CHANNEL POST VAN ACCESSIBLE PewLrr t+oo-soo Tow-AwAr zone VAN ACCESSIBLE - PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN RESEI2 VED PARKING PewuTv ttoo-soo TOw�-AWAY ZpIE HC SIGN PROPOSED DUMPSTER AREA DETAIL NOT TO SCALE TYPICAL CURB CUT DETAIL NOT TO SCALE 4' (OR AS SHOWN ON PLANS 4" CRUSHED STONE (3000 PSI) 4" CONC LIGHT 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE a PAVEMENT OR AS SHOWN ON PLANS 8" TURNDOWN 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5' Min. CLEAR) TURNDOWN SIDEWALK DETAIL NOT TO SCALE 4 EXP. JT. M� T'' 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 PER PLANS 4" VDOT 21- A STONE (3000 PSI) 6" CONC 6 X 6-2.9 WWF(1.5" MIN CLEAR) TYPICAL CONCRETE SLAB DETAIL NOT TO SCALE 0 4x4 POST BOARD OF+ OGARD FENCE(TYP) EDGE OF GUTTER PER PL END OF STALL - STRIPE OR CURBING SOLID BLUE WHITE SYMBOL PER ADA WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. OR 5.00' NOTE: ALL CONSTRUCTION SiHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTO)RIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAIINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PARKING LOT STRIIPING DETAIL NOT TO SCALE 2x4 TOP RAIL - 1 x6 BOARD._ FRONT do BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) 2x4 MID RAIL - 8'-4x4 POST O 8' CC 2x4 BOT. RAIL ATTACH RAILS TO POST 6' W/3-10d(EA. RAIL) 12" DIA. POST HOLE, FILL W/CONC. ALL LUJM6LK IU OL f KL]JUKL IKCAILU TLLLV" YANG NU. (. ALL HAARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHEED SIDE TO FACE OUT. CONSTFRUCT (2) 5. GATES SIMILAR. PROVIDE GATE LATCH. PROPOSED FENCE DETAIL NOT TO SCALE 4" 6 SURFACE BASE SUBBASE ON-SITE HEADER CURB (CG-2) NOT TO SCALE (SEE VDOT (CG-2) ROAD'S AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) 13" ON -SITE CURB & GUTTER (CG-6) NOT TO SCALE (SEE VDOT (CG-2) ROAD'S AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) 7„ I5'-9" Z O 5E v W O ~I Q 0 of Z Z 'o C 0 � u) H (, 0 Z J 0 F= F- W C'. U � ,^ VI 0 0 V U 0 U Q U Z I 33" ZO Q (n Q } CLZLi ZZ 0 : 00 Um?U f� Y a LAJ CLQ� C) Q W X w 0 0- 7 ,. - 6" ON -SITE CURB & GUTTER REVERSED (CG-6R) NOT TO SCALE (SEE vDOT (CG-2) ROAD'S AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) J 0 0 � N a w .Q) N �(n N F7 rn -7 N Ln � 4� I N I N W _V J o 0) 0 0 Ln m Q) Q) o c a� - W�°L- o E 0 I U Qcn N o 0 C:LL. Z�~ N R� a +�PyT H F D f JOHN C. LEWIS a No. 21621 _TONAL _ DATE: SURVEY: 16JUN99 RITCHIE SCALE: DRAWN AS SHOWN PLC C. I.: JOB NO.: N/A 9805025 DWG: SHEET: HP-SHT2S 2/8 101 TRAFFIC IMPACT 0 AIRPORT ROAD I I II ' ► II DATA SOURCE: ITE MANUAL, FIFTH EDITION I / LAND USE: 150-WAREHOUSING II ' PROPOSED GFA = 75,000 SF TRIPS BASED ON 1000 SF GFA: �- WEEKDAY: 4.96 X 75 = 372 TRIPS AM PEAK HOUR: 0.57 X 75 = 42.7 TRIPS c y PM PEAK HOUR: 0.60 X 75 = 45 TRIPS TRUCKS WEEKDAY (5%): .05 X 366 = 18.3 TRIPS TRUCKS PEAS HOUR(5%): 0.05 X 45 = 2.3 TRIPS 45 MPH POSTED S- - - _ - - PEED LIMIT= = 450 = 4PE SIGHT DISTANCE '+ j SIGHT DISTANCE - - -- - - - - - -71 PROPOSED ROW DEDICATION _ TO VDOT FOR FUTURE SIGNALIZATION �_ �, II AREA = 349.63 SQUARE FEET cs *INSTALL CG-12 RAMPS AS -- - �� / - _ / Z � DIRECTED BY VpOT -_ __ -- - - - ROUTE - V OT HTRIS 1995 TRAFFIC: 1 537 ROW 0 �Ap g - I Al ppRT R _ - - - - - - _ _ -E _ _ _ _ - = EX. ,.-� .....Tv�,T �x I _ _ _ __ -- EX_t 2" WL O EL ?0_WL ESMT, xIow150.00 �, _ 48.00, N _ _ _ _ _ _ o E TRANCE - TV BY F.C. C.S. "�- 15' UTIL. ESMT. / EX.FEfdD'SfRM SEWER AS REO'D CG-6 / STRIPE AS SHOWN EX. 1 Z__WL -- / TOP "STOP" I IIMATCH EX. PVMT. 6" CMP uD I -- zt-� ETRICTION �� xFRM INv 7z5,tg 5 PARKING-RU / - / ELEC. e0x 'p / 15" CMP _ ,i R -- ELEC ES / INV - 722.78 O- 15' TEL. GAS MT 9.00 E - FH 0.0 . R I T 5 G Z �- -- 1 20 o o CURB CUT o J p 4.5R 60. '-30 9 FRC 00.9 X I 8 0 TMP 4.5'R 5'R / o ❑ 1 22.00' TRA ITION FROM o 28 4.5'R ,5 •• I N .• II I EXISTING CULVERT DRAINAGE CALCS Q CG- TO CG-6 ,5 o ❑ STORM EVENT: 10 YEAR 0 I Q 3.56 R o 75' BUILDING RESTRICTION LINE5' N �G o rn 01 1" U E RO o ❑ x I I� I DRAINAGE AREA: 3.04 ACRES � J� GC' m cv e' OR SOP 15 15 I 6 / I Tc: 5 MINUTES L� Q 5'R 4.5' F A SY. ' ' I WEIGHTED C VALUE: 0.75 39.34 F.L.S. 5'R 5' 0 peak: 15.67 CFS ll, PAINT CURB YELLOW o � HEADWATER ELEVATION: 721.26 /� n o0 28 h o / ' SEE SHEET 4 FOR ELEVATIONS 6"0 SCH 4Q PVC c1; / \ n ROOF LEADER O 2.0% N 4.5'R CG-6 / 5'R S /I I IN. SL PE FIE D FIT 5'R 4 5, o T HCR T HCRT 4.5'R IR I 40,R � 1 1 /2"m SDR 21 WL 55.84' F 4.00 8.00 6.00 I T T `�' 4 22.00' 22.00' / �� I m PVC o SEE ARCH. DWGS. a a FOR ADDITIONAL \ / SIDEWALK INFORMATION W to S R / Q _ "� / C / / EXISTWG GAS CO. V ? P. n R z /x�0 // ENTRANCE (T.B.P.) Z Q (' I 2� S ESAMI. / o tA _u n C � � � 20 20 � � ; � / /� � i1i >' u, I � BAY 0 BAY N BAY M BAY L BAY K BAY � BAY; BAY N BAY G BAY F BAY E BAY D BA'r C BAY B BAY � u m C) PROPOSED III, Y BUILDING m U m 50,000 SF SR A / // / / w a. W 0 / J / e CL W o 25.30 / Q w HEIGHT = 40' 5 R / w � 4,5'R PROPOSED SAN. MH-BY OTHER / 0' /4 X COARSE AGG. NIO. 1 O S 4.5'R / d CONNECT TO STUB PROVIDED SEE "PARCEL 4 IMPROVEMENTS" DRAWINGS \ A o BY PAINTER-LEWIS, P.L.C. I I 0 / / COORDINATE AS REQUIRE I c 5 CN5 N 0 0 SR O 150' /i21GHT TURN LAMOE N INST LL CG-6 ALONG LENGTH OF TURN LANE i O I I , ❑ � � N � I 4,120 2.0 (O - -- -- 00.00'-1 -- -- ---- ---- ' ' c3 / RIG T TERN ARRMAIRKING; '� N 0) I� / ' N Ln Ln I p �o � 2' LENGTH WITH 4' GAP �2' _1_ y _ Lip - 0 5 R 5,R79.7�_ c N N EXTENO CONIC. TO CURB C 'C I FH ASSY, 4' CONC. APRON o JI N 93 ABANDC)/N EXISTING � - U O LI U cO / GRAVEL ACCESS ROAD'O O 0 � � O 2"0 R( C. L F.L.S. 10 i -0 d) Ln 1 1 /2" MET�R(F.C.S. .) � PAINT CURB YELLOW GRADE/ & SEED PER to � � � I 1 1/2" jLIN F 4-6" STEEL, CONIC. FILLED BOLLARD 14 / 1 11 E&S PECIFICATIONS D ,TI ST P • 1 -8° GV rn Z C) 0 0 N 0 1 • I - S,R S,R C� m � C R ESMT- ` f N < C)III rllt rrT1 _c N _c o TEL. ES IT1 L d N 20� I E - -PROP. SANS MH o � �� / * II - O � U U O �- PROVIDE 6 SDR-35 3 � ' "m .N• W R SERVICE LINE TO BLDG. I D O Q, �o AS REQ'0 D MCP �8/ I CG-11 EN ANC IQi i' + TRAFFIC IMPACT ®ADMIRAL BYRD DRIVE N OA �i• FH�,SSY� (A 00 STRIP AS H0� II O I DATA SOURCE: ITE MANUAL, SIXTH EDITION O Im 1 C= L.S. 00 ( LAND USE: 150-WAREHOUSING PROPOSED SAN. MH-BY OTHERS PAINT CURB YELLOW ? PROPOSED GFA = 37,500 SF CONNECT TO STUB PROVIDED ' 2-6" STEEL, CO C. FILLED BOLLARDS `� lO v Z TRIPS BASED ON 1000 SF GFA: V SEE "PARCEL 4 IMPROVEMENTS" DRAWINGS I 135.15' / FH AS 0 WEEKDAY: 4,96 X 37.5 = 186 TRIPS r 2.8_ 39 .17 I Ilm c 9 O PAINTER-LEWIS, P.L.C. I j I I P L. T RB YE�LO c v AM PEAK HOUR: 0.57 X 37.5 = 21.3 TRIPS COORDINATE AS REQUIRED I I - Z PM PEAK HOUR: 0.60 X 37.5 = 22.5 TRIPS 1 1 t 8 o RCP 15' X 13' w Q 15' x 13' o rn TRASH PAD & * 8 �9 n rn LAND USE: 840-FURNITURE STORE/RETAIL C TRASH PAD & o o / IIl. ENCLOSURE 'YIELD" SIGN / Ex, ,o o wL �, C m O PROPOSED GFA = 20,000 SF H ENCLOCSVO MATCH o *ory- STUBS( 1 m II II TRIPS BASED ON 1000 SF GFA: CONC, T 1 N WEEKDAY: 4.34 X 20 = 86.8 TRIPS TRANS PA TYP 10"m WL U, AM PEAK HOUR: 0.37 X 20 = 7.4 TRIPS - -TRANSITION GUTTER PAN - -- CG-9A ENTRANCE O PM PEAK HOUR: 0.47 X 20 = 9.4 TRIPS TO�gTC1iSpNC�PADE#R) 20' W�€ASjM�NT _WDTB O 1� *INSTAL CG-12 RAMPS AS l V JOHN C. LEWIS a RIP RAP ! t0"x10" TEE REGRADE FFSS.A. ACC SS / ' 1 DIREC ED BY VDOT �t LAND USE: 710-GENERAL OFFICE BUILDING No. 21621 SEE SHT. 210"X8" TEE ROAD TO MATCH ENT NCE CONNECT T = PROPOSED GFA = 17,500 SF 1-10" Gv 1-8" Gv .o 1 JOINT PIPE EXISTING S 8 1"0 ,1 TRIPS BASED ON 11.01 EMPLOYEES PER 1000 SF GFA: 1-10" PLUG �I/ NS 0 P SI -MOUNT ON STD. c ` WEEKDAY: 193 TRIPS 0 16�'S r 10 124 S ,1 P ST OR EQUAL 1 \ ` \ AM PEAK HOUR: 35 TRIPS `SIONAL MA H E VMT• PM PEAK HOUR: 40 TRIPS / \ TOTAL WEEKDAY : 466 TRIPS \ TOTAL PEAK HOUR: 72 TRIPS ? TRUCKS WEEKDAY (5%): .05 X 466 = 24 TRIPS DATE: SURVEY: \ 40 TRUCKS PEAK HOUR(5%): 0.05 X 72 = 4 TRIPS 16JUN99 RITCHIE 0 40 120 I I I / / / \ \ \ \ SCALE: DRAWN: INv = 7z3�ao 1 ' = 40' PLC \ \ Scale 1" = 4 0 f t � // ES�� Ex 4�•66�,5�� P X 2.72X C. I.: JOB NO.: S10RMID111 G= _ \ \ 2' 9805025 WV 723.5 DWG: SHEET: Ek 6 � \ \ \ / �\ �° . \ HP-SHT3S 3/8 I I ►I II � �2� 62� . 21 \ I PG120 A J 1 C) x2 / 160 2 �cd CL - I ---------- -j - -- = 1 71 25 15 10 a33 FJ-71 •2D g.0� x28'1- _ _ 18 _ __ �•3--� - '�2- - - _ -�-- -x�1 - >�_ � " 1.5g � / x1g•� '`1g.0 8 3g X2B 1 g x2 12 _ 2� x21"' � _ - _ _ _ _ �L 2 L-�-- ovTE 6_e - x - - _' - =-- --- -_-_ - - 2 o -' -- ---- 80 RAW __ -- � -, � -\ �i -" --CSNDUfT-722.80 \ - a` -� _- - -�?1- EX. 112" WL L 6 A� R _ ROAD - - - - - - - - - _ _ ' �_ - - - - - - - - - /-TOP CONDUIT=722.76 {AE -- 3. - = r 7a/C/TEL BOX P O RT -- - - // _ J/�� // - \ EX�-, 2" WL P / - - - - 728 20_WL ESM7, - 2 C APPROXIMATE LOCATION Fj *� 0 _ IOP CONDU 724. ELEC. CONDUIT X. 13'_WL x r - �_ MC - - � � 15' UTIL. ESArt. CORN PA \ TOP CONDUIT 7 5 _ =�2 / •` 20y, E 7 / / x .-L �� ARKING�5TR1 N ° XFRM II - O- ' \ 2 2 \ t O ELEC. ..Y� _•_ r � __ p /-4'5"MP �X �7 % G� -\ I IP �- 32 21.9 �! INV 7 .78 x 15 TEL - S ELE E5AAT. �' f ' �,.� T - 21.60 , / a�� LA - TC 2 0 24.40 21.30 ARR�(T�Y 27.40 27.90 6O l� TC �TC �I � W O �(�� / 4.20 24.0 22.90 / 22.602 '�o ./30 9 RCPOp.9 x I . - - TC 26.80 \ 26 23.80 1 TC \ \ I C Z T � , s , 5 ' l I` / 22 . S6 �j I 0 O l 2 ��" I ALL VDOT PG-5 PAVED DITCH (' V I MAT V6RI$, TO PROPOSED PVMT. Z 26.20 i ' 23.20 \ p I AND XISTING PAV I 75' BUILDING RESTRICTION LINE l C, 7.0 // TC / / / �� 22.2 / II AND DIM `n-D - // 0 2 0 24.20 _ ' I I r DIMENSIONS: �� Q Z F5.0 / \ // / TC \ \ 24.30 r - T - - TC ITC / I / 22'�1 I�I SIDEWIDT%SLOPES THICKNESS = 6" 6"\LJ �_ O -� I TC / ��71l 1 12:1DEPTHo I \ / ° 29 0 TC ` _ TC TC TC TC / / \ I (84 25. o o T z T % o 0 2 . o dl ° /22.7o II X22. 1�I I �3 11 I W TC ' TC f Td 6 T / \ \ T / . I �. 24.40 24.30 T TO \ IP .3. 0 f \ 0 T T 24.90 C 2 STOOP ° I / / \ I�.J�2�5.25TYP5 TYP GV17 23 16 / Tt� / Al it 4, % r 0 Z 2 / Q Sj�EN. S ESAe. Q I 20 20 HP ,TC 0 La / OR U) < }' I 00 \ BAY 0 BAr N Bly M BAY L\ BAY K BAY J -. AY-i BAY H B Y G I BAY F BAY E BAY BAY C BAY 8 BAY A j / I / l v W J v \\ I ( / I P R \\ TC I r / iC 5 3 H Y OPOSED BUIL�DINC� 24.E l Ir ' 2 5 23 / 0: 0 50,000 SF� ��6 / , / w- Q. � ' 15 TEMPORARY \ / / / / r / ^ � LLJ Q GRAADING EASEMENT I � I A I � � � � � � � � �i. l ► 36 HEIGHT = 40' ' I `} TC TC TC 2c � u- / T4. 0 0 360 TC 25/ 0 �6• g� 72.30 I I I f IP I TC 22.4G / r I I / 26. 6 5 0 0 2 6 r 13 2 .00 / 2 / N I / �I / / ©I // 2��6 (n� NNE N rn I / / N r\ 6 0 � � TC w ''' / /2 2� 20 I I 0 I I 11 I r� � CO c0 '.60 8C 21, 0.� O O T II O / I /TC • • f / / / I TC I r I �' JOIC-0-90 , / / f / l 80 0 3 I� 3 0 m v _ 1 0 2. T 2 'a TEL. ES ,... „ s CL (A �luul I .10 / l 1 ' �� / 2 -f' I / / 20.10 f 0.50 / TC � I I II U1 .0 v LL GAS Ee723.r31 TC \ I 1 W Tod - I / \ ` 2? 21 jqq a � a ( TC o / / / / IP TC TC \ I Q 0 Ilm I-, 0. ° T / IP C12 / / 1 \ 4 0� ��� 21.70 \ \ f I C ELI II* 1 H -1 ti ti^ / S�1 , 0 0 WL ' ? 1' Y / 71 / SUBS( ) f Q 4�-- / T GA LINE-721.27 j • 1 TC 2 1 0 9 HN C. LEWIS iw o N0. 21621 \ I 1 oOA SIGNAL FLOW `�17 I I I I ► / / / / i _ - - - - 2 r / ARROWSL l \ 26. DATE: SURVEY: I 1 6JUN99 RITCHIE /40 0 4Q 12� I i ► I I I f , / / / / I l / = / I \ t \ \ SCALE. DRAWN: / R 7EMPOR Y f ► I v / / / / / I r / / \\ 2 INV � 72�80 1 " - 40' PLC / GRAADING SEM NT f ► ► I I / / / / j / � l / I Scoj� 1" = 40,/f-t i I► I ', /% / // / / I i C __-----��----------- Ex. s\,s- P z 2.72% C.I.: JOB NO.: oRAIHnG� 2' 9805025 723.5 4'. B (r0 \\ DWG: SHEET: - 1 1 \ �. 2 HP-SHT4S 4/8 LANDSCAPE NOTES- 1. Frederick Count Landscaping Tabulation: P Y 9 _ Zoning: M1, Light Industrial District Landscape Area Required: 25% x 62.419 acres = 15.61 acres -- Proposed Impervious Area: 8.25 acres Landscape Area Proposed: 54.17 acres = 86.7% Parking Lot Landscaping I Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter parking perimeter = 2250 feet shade trees provided = 2250/40 = 56 A 3' high evergreen hedge will be installed to prevent headlights from shining onto the public rights -of -way. Interior Landscaping Required: 1 shade tree per 10 parking spaces \ ! I -�- f i il-1 _ - - - -` " r - — f + total parking spaces = 283_ -- shade trees provided = 283/10 = 28_ -- _-- 5% of interior to be landscaped - I interior area = 99,100 square feet I required interior landscape area = 4,955 SF interior landscape area provided = 5,200+/- SF -T- .• = ROUT - - _...`p 80 RO - - - - AIRPORT_RO - %`MT _ _ 8Tx =- 20' WL ES " I - _BT ---- wt - — _ — -14.3 AS _ AS AS AS AS AS _ AF AJ -._ ---- ----TINv 725.?e I •� : _� - - _ -- - P� R1010N - ',NE I ELEC. 80X Nfe Rf. 'f ` - -- I AS _ r, z v=,. • AMP -- _IE.. ELEC. o --- - - AS - 122.78 BT TX _ _ I l � Z - - - - - wv - - -- Ai- + AS A AS AS AS ASmoo I _ »— — I • . ._ . i . _-- 0 AS /, - RESTRICTION LINE i I I I I .A I i N ZS jis' TX l .AS r H ✓ i i ._ __ _-- __—_____—_._� ________—_--_——_._____—.__—___. i r_______ T__ _ T_ �_i \ -I I I ,� ZS'/ `� II � � �, •ZS I i •AM 'i� I i I I •AM Z ' 1-_ I L +if- L_ - I ! L - -F_ - _ -1. 1- 1 ' .__i . _ L 1 - 9 BT r 1_.. i i i 40 0 40 Scale 1" = 40 - t I 1� 6 T7 X T G � - � • ZS ;i J l p °AS CAM _ 'AS l •A ! -ZS ZS f -- •As l 25 TX ,t. AAA � � •ZS y,l W I G k 0 _._ _ I .OP OP. __', � . O •OP .OP .OP .OP •OP OP. -; • OP . OP • OP .OP O •O,o _.� . •OP . OP . O •OP �`' �x 1 J I PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AS 33 Acer soccharinum LEGACY SUGAR MAPLE 2 1/2"-3 cal. AM B Amelanchier arborea SERVICEBERRY 2 1/2"-3 cal. Sr 80 Berberis thunbergii JAPANESE BARBERRY - S-4' B&B 3' cc tC 66 Ilex crenato JAPANESE HOLLY 3'-4' B&B 3' cc TX 100 Taxus x media ANGLOJAP YEW 3'-4' B&B 3' cc OF 20 Quercus palustris PIN OAK 2 1/2"-3 cal. ZS 23 Zelkova serroto JAPANESE ZELKOVA 2 1/2"-3 cal. + All sizes are at time of planting. i IN Z O 1= CIL Cc U 1n W 4 Q C) 0 Z Z� O Z V� a �I Z Q V/ Z o� J L1J � O LL ZlIX 0 U Z a S w 0- LLJ U Z_ Z 0::) �25O U =U M mV a a uj Cr- 0 U L� Q Uj li D O a ■ CM) JN O O a� V) n N OT N N W 0*8)00 _J 0 m V) N -C -C a ._ v� �(��LL O C) ZN 0 M a T H 0 HN C. LEWIS a No. 21621 4 ��SS NZONAL - DATE: SURVEY: 16JUN99 RITCHIE SCALE: DRAWN: 1 " = 40' PLC C. I.: JOB NO.: 2' 9805025 DWG: SHEET: HP-SHT5S 5/8 STORM SEWER PROFILE SCALES: (H) 1 •' =50.0' (V) 1" = 5.0' -- --____ - -_-_- 730 - - -- -- --- -- - - ---- ----- ---- -- -- - 730 725 ___ __ _ GRADE 725 �� - _-- ---�XISTIN.G _ __ �__ _ _ __ _ ______ __�_ __ __-- _ __.__-- -____-- _.__ __ .01 720 PROPOSED GRADE --- -- --- ----------- --- 715ago715 710 -- _ ___-__-- - _ -___.__.____-- -- _ RiP�QP_21QQ&C�- 1.5""O_ RCP PR CL P. 125.00'-15"0 RCP III ® 0.72% 710 CL III ® 0.75% 8" SAN. _P OP. 200.00' 24"0 RCP PRO P. 20 0'-18"0 R P _ - -- --- - --- - - -- . - SEW. CL III ® 0.48% - - CL III ® 0.757 - -- --__- _ - -�-- PROP_ .00' 30"0--- p CP CL III ® 1.56 CO N W O J J J It r L.L. L.. 0 0 O 00 O ----__-_- ---- --_----- -- + in - zII OO _ cVN M T7 OO _ O 00 lith L+FZZ ff _ - - - r2 - - ---- _--- O� O� O --------_--_--__ �Z _-_--.-- ----- -._-___ O^ Q; zz --- -- -_ z �zz 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 I- STORM SEWER PROFILE SCALES: (H) 1" =50.0' -- I , 725 _ _ _. _ __-__ ______ EXISTING GRADE _ � - --- 725 _ - � _ _-- ___-_-- _-_ ____�__ _ _-_- � ___________-- ______ _ .- ----______ ____---__--- ---__--__ __-_- _---- ____ _____-__ -_---__-- 720 PROPOSED GRADE _ 720 ,�_____ __ NeNeeee ---------- -------- P 715 .00 -15 � eeewieemi -- _-- -- ---'------- PR OP. 14 _ - - - CL III ® .68% - 710 _ _- -- -- ------ --- _-- /- - _ - PROP, 310.E CL III ® 0. _- __--- 4Rd)P CL 17 0'- 4"0 1 .00'-18"� CP 710 --------- _ -_ ----- III 0 0.56% _RCP - - -- -PROP. CL III ® 0.75% 0'-24" O RC 4% -----_ .-.._-_-�. 8" SAN. SEW.E P.-7780'- "0 RCP - SEW. - 1705 --PR CL III ® 1.81 % - - - _-. --- -- -- - -- cD N J J J 0 0° /2' •o ov 000 0 - o ..- O In o - 00 - - - - - -Q o z N N M--� O M --- - _-- _. _- ___-_ .. - --------- _- ___� - _ - - _ _ - _ -- -- - - O- r 7 n - II f)v -- - -. _ - - . _ - _ _ _ _ O Lam.. N t- u ,a�_ Z Q- a _ -- - -----_ _ _ _.__ - __ +� _ O O h .. r- II z z rn n t\ I\ I I -� _� r z z D a>-�a _-_ O r I ^ Z ____ _-_ _ -- - _ --_ _ _____ _ -VC . -- - I I __._-_-_ ---- -_. __ �_.-.___ Lr1 _-_._�---- ---- - -- ---- - - - - ---- a------- --_------- -_ +I. �+F- Z Z __-__ ______ +�Z _-._ 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 rift uY ume a .. e- $.aan C..a.Maa91a.12• GC •I N PaNa w aw an._ o•pc r11 loasnrlp ca.cr4w ro ore.'a.r 4alueaM 'w•'�r -�rbr Nof be.r :Ira. \ G4.W N. $1'4"C IC-2 er. c 1 w w w*o M ie'3q atl\.. 00.*MM VAN a as ow N al.a.ea.e•j'at .e. el.lr-GNvawl..a [wdra .[rr r w elan '. rttI "1 r ••• s...eN. -I 11 I -r r �\w • r11r .1 Date -1 rime Cm" AIN -9 c. f.lte Corot/ it emir . - . Irr_ cr. r �r..Pe. 1,— 6war w . » ew.ro4Le see" It LAN -� C r.l. ' M seat; .rot ..erta.l, n .It9. O0. M .o..eron .al aPrn .at b c" r Dr• aria 4"tm �--ee:-.� =; r r-o• tr UM DETAILS 4.aN 40M am 9 a4n iaw^� � (1 0 ma r M C i r- r- SECTION 9 9 \.. o -T 1 -Am" 4en• -.. - + 3- Na.aN _ TA. • n.» "Noel me .aae C .w.. ro\. C6-J \ C6-tr el.rersa i- ' ]' D11arw.I "RW ELEVATION TA. a .eee aww ow be -9 .a. Mn �.i la•.. w•a. eew I ­ lama waa..e .4• C41-2 s D6w-....N s Itatw 6 se.le.ea mlletear. m" • 3'a- .. rum • •I 1 •�A n ar .w. n1. n..rl or r. our b� eM . 1.plr man M Oelt.. �. .1.. Ewa -I '.u.o ' lea•.• w . a ar ...rrlctw,are Mr W n1. alrlctrn WWI 4 +ntlsetl wlrl Ce..l. ..r .n• It'• 12 •erla ..a..r1 .� ' :•... Ern n . mar ls' A an..M .r.le.p p er'.e4 M .oar m ew .INCI.r4. Tlr CI.. Ile 'r.. v Nhw+.e Uffiel '�'�� -a• > w•.a ••an• S 11,13I .a." ern r ce1. fa ". ww r i•u rI arc. n t c.nwlc...m mr Prow lew.r m a a wr.rI .11ap.q ua. » ..:►atW -.0 f.tl 1r .la .Irucnet s ~ .raw .« 31.lavtl :tr...l4 D. -ell aele..ro cr. errta.rN I.- Ia . I'- 2 -; --_ 9- _ .r earner." New, .wtaaaee r.r aa- 1« r..r 2 at 2 -eNNI r .arrww.• d ------ -- --- - --- ---- SECTION A -A Ot-3A 01-3E OI-3C ' I al 4ralA r •Irl 1 ....." - tl.lr .�. » .}�l.anler -_- j ..1 TNMrtrol.l.n wtI .Ie v1saaae. a" ow,f.a IN, a. Oea0. r ..atee, rw. 1r DETAIL WHEN USED 4aa\aaaN rle. A rnxrr N r..arMr PM ».a w N t. wsr..1an 'M' Magna" we "Wore w" am Is, team" mar«•\. Yea ties OCh01 Nl..tr.l. _�• r alw Ill ..u, w .rr� ..a. » ..� r .... ADAmcw TO Culls WITHOUT WT T Ee wal me rw_ as ar tla late" hallo hay iae/Ia.l• .r~I• Ir " �.. .-c- alr4lr ...» •. ..1. �. nr r .•.r I. rrl.r. SAeet of 2 STANDARD CURB DROP INILET - SPECIFICATION 12'-30a PIPE MAXIMUM DEPTH (H) = 8' REFERENCE VIRGINIA DEPARTMENT 302 10409 TRANS TATION EW-I,IAPC I r . n10-ES 304' :hat1'4w vemi b. prP.laao - ad empoeea S« ',D41w1 A • 4 flora @ 12 -c - Eocn war, EDcn fac. •N• 1 • 4 tan I m 6• c-c •0• Flow yarn war:. Eno fats SM om w 9 �:%N' ELEVATION SECTION A -A ' •'nea• .• lo.m..r 0. • • }sot atanNt! Shape to Do oeve.l.o _orlcrele 'o W 4tJ00 051 mlmmun c.naeerve .trengtr. wKI, moll' 'r Mo.I. 1c bealaaleaa meaoar.q .dl 0.oeluPW to attain m000te -ow, w 10 .•_• - - 4-tw.m .tea n otepmnce "Ilt• A S7 m A -615 ep Do A new oo.rp a. r.el.leo. c inn tl•Tea „pIr Wren C C Apo :ill.r.p11. a..en are TM...n Acfapl vWa•M.Illllf Tot vary .ran I' • .-�.��_.��.y Tanvloclurar IN.t'altl. c - -,-! �n ro raw .(let. 1eo of ar"Noa crow" a«.e ells .low. Allen vow. a hawdar 4e00"all Tc be belv w in 4o er4laa except wnete a co~. with rover a wlnpwae. rlccur It. .:Evan •d9e rx ral3ulrep on It" Meow Ninl l it the et MOtheMwhere "m tcur, whVie how .n1ls tM ba.W ; 'taanwall r. aw -41"Im am ce tM awom mere ba avw'°"m ea,, a ha-wa (DETAIL A DETAIL g --- _ cW IPC - __- 1 cw-IAPC E NDIVAL'. FOR CIRCJ-AR PIPE _ DIAMETER OF PIPE CULVER- D j 12• 15• It' 12f a N'I rrw 3M33_ w 1 M :-0• 2'-1i r-i 3-2' 5.10• I 4'-0- T-D' r-ct i 9'-C IV-cr _y tr-0. ' ! O-r v-7 v2 Vt Ca ar o'a ,? E 0'•t va• I Ir-t lie' v-, t? 1 C-T I v-2 1/r c-r'. ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELILIPTICAL PIPE a&VERT ( SPAN ■RISE; , _ Z3'.14' 36.19- 3X.2i 39.24' W,27' 145•.2f : 49'.3Z- 53-.W j-10• 2' 4-. 2. Y T 2. �. I 3._I. T-3. J._6. - ;=a•�1 I 5'-5' 7-Y• 9 6- sr-r tc-2• IG_Ir ;2'-,• r-Ir • v-2 lir tr-r ly r mr va tit j va Tr v-3 ur V-S b-2 t? 7-7 t/r y.l' aJ i aJ t(r v3 t? ISPECIEICATION PRECAST ENDWALL FOR PIPE CULVERTS I REFERENCE VIRGINIA DEPARTMENT 1 105. 04 o/ IOI'a-RANSPORTATION 902 ® PG-5 as-nlie.l at.l [Ir[r\ SO. YDS. PER LIN FT. OF PAVED CHANNEL swa/![tom •�wb w thaw ill4'� t' Mwp / sftltt\a. +... a ut,A cdaw otn rMlaupe D I' T)' t' �' It'e' �' u' I I' I ., • 6 . a • .► tee -,r1r A/ Cos .caf .anlaa nlrfreYaaaK I Ilw vvc%w twalow ea• re.fac._wll SECTION A -A C40CM t fa be Clot AJ E•9aa" Pim em" Owso t1 a , Flo. L I f . I -.-_Qat40 err\ N "locale/ III dpwa \ wr" pair •12" M b"w" ever «a 4f c c 1oco*d al all errs an Iro ELEVMTION a d.arla. ale aepavon 1wf Nam tt1/le UA sea aaral(VA Ia N s afteeet M Nw sr.d, eel" en . be Pa•Nea M 4" aftwee.a ~. a 4 ma/ ro IN, omme, Ton od 0 a se.r1 w . weer th.a L' veto ewe eeme 12'. a; - - hwoeurs cam s, Tdsh a to ra•aao al.. war 14 0.03 W.M. rwrlaar 4 nla h. harorple yen :Y+cllved fln.vl a 1%. bW%- rn cfpr".r 4- .• 4. 4. 1:1 SI0E SLOPES AA SIDE SLOPES 2 34012 491 111Km 1 11' 13. 71 713 M211113.93914 OSM4.,41'4 27214 30314 49414 $0614,7171 4.322614 34g4 43114 56214 4 21 SIDE SLOPES 0.'7 0 tl Oil) 9421, 032 1.l I 721411 1t711 43111 34111 4 1 $4511 99 EFL STANDARD PAVED DITCHES 502 VIRGINIA DEPARTMENT of TRANSPORTATION IO9. 33 0 N 01) 00 o CL 0 H U V) LLJ a- c) 0 LLJ N 5 LLJ I � N zi w z 0 V I J O ir _ CL Q LCLI N 0 0 V / O Q Z �U OQ �a 5 0-zUz 0ix =00 Um?U t w- as Lj CL a a U W_ LLI O V ■ Q O N ■ 7 C a� N j7I Lc) c O 'c_ cD (0 N tD W _ u 03 O O O J s`'t"t W � 4-1 s o a � (n U in�� 0 ZN 0 rq a a H 0 O 1„ HN C. LEWIS >' No. 21621 4 L OO4. S �w -TONAL - DATE: SURVEY: 16JUN99 RITCHIE SCALE: DRAWN: AS SHOWN PLC C. I.: JOB NO.: N/A 9805025 DWG: SHEET: HP-SHT6S 6/8 WATERLINE PROFILE 10" MAIN EXTENSION SCALES: (H) 1" -50.0' (V) 1" se 5.0' 730 730 LLJ W - 7201 EXISTING GRADE / 715 ---- - ----- - -__Zia'_._ r MIN-__ R - _ -- _EX. 10"0 _P WATERLINE _ ---- -- - 710 - -- - ----- - - --- - --- - - - .. - -- 36 M COVER WATERLIN 705 _ N _ . N L,.l 1- li J .-. Pass tY Lit Li U_ W J e- O co 15+00 + r 16+00 t- too + o z M W + U 10+00 11 +00 12+00 _ 13+00 14+00 f SANITARY SEWER PROFILE _ 730 SCALES: (H) 1' =50.0' - - EXISTING GRADE 725 720 720 PROPOSED - - - -- - -- -- -- ---- -- --- -- - - -- ---- 710'- ST.. • I -710 - ---- --- - -____-- 300.00' 8"9 SDR-35__ - __. I ----- _.___-- _--- PROP. ------- 705 O = W F- N _ 3 z L 3 m - -- -- Z _X__7 _ Z tZ --.._ - O c6 : u , Ir Z) O-- oa + l­_zzz _ ____ f -- -- - -j 4 o + zz 10+00 11 +00 12+00 13+00 I bench width t► , • as required I I r' • 6' dia schedule 40 -4, 3' •' •' " `` steel pipe tilled with • s concrete and painted t: yellow 2. I a" d1a O O concrete -9 encasemerit concrete thrust block OL WATERLINE PROFILE 8" FIRE SERVICE SCALES: (H) 1 " =50.0' 730 - - - - - 730 __-------- 725 - -- - ___-------..__.725 - -- ----_ 720 - -- -01 -_- - 720 - 715 --�-- t 36 IN - _ 710 710 - - ---- --- - -- 00 - - - - -- J v - - - - -- --- - _ O - -49a- o ---- -- - - -- -- ___ _ a O �- -- to--L- LA_ J x N 00 _ _ _ I ----- Z - - ------ -- .. _-- ----- ----------- 0 + _------- --- 0 a Go o----- 10+00 11 +00 l direction of setting to be approved prior to installation E - as reguffed - concrete pad 1'-6. 9q x 6' deep FIRE HYDRANT ASSEMBLY Forim 9 8" carelully cortlpacted select backfiM O.D. n1sChefftsi1 00 swwh et We with 6"txanch e• nw•nvm form board l or _Gm,CMM .uve•m Ilmll - gsro velw A box., a -- pats wive 4 box y,,�r rrM.blrbed earth - - �,bns berldrp TEE. ME, OR PLUG !n 14t of wood 1w 9 the rll•np Hwy be w.wpped .+h •1_,ol.. wv . -r-, DolyearNene. art to rnnasb paired b oomplew y mound Tr . 1 r min for I n- and ,mre1 pp. the N" end egairW unAewrWd soil the be- dlmwWare q7- 1 mm !or 1 r lhN 20- p1W gaMal unMMbed ail shed ransx. se .fr,wn .ee dvor, below to, A. B. C drlw.erone. CONCRETE DIMENSIONS FOR HORQONTAL THRUST BLOCKS plea DIa Phps. wyes A Toss 11 1l4• Ind 22 11" tisrlds -- 46• wvd 90' - Bs.lds A B I C A B _ C A B c r r-o• rr•rr 1 -3' 0.9' 9' 0-0 0.9 r 3 0,-Ir I .r 1l9- 0 0 1 -rr_ 0'•9• o-T r•T tU- 11-r o'-r 7-3' _0.9 1'-0 0•-9' 1'-r _LT I%r a-r T-r 12• r-r r-a• r-e- _ 1•-3' 1 tr r-r T-O- 1-f- r-r T-rr 14' r-w 1,-(r Y-(r 1 •.3- 1'-0- 1'a• 1 •-0' r-01 fr __r-_3- r=1r s•r 1 6 1•-r r-tr r•r , -o= 4••r 1r r r 1'-T r-r t'4r 1'•3' r o' 7.0• 1'•3• 4'•r 20• 1 r•7 t'•r 4•-r t' v t e- r r 3 -3• 1' 6" 7i-0' WER AL so" weft Trr IMT FROCKS FM VERTICAL ire BE NOS 9NALL BF THE SAME AS FnR HORIZONTAL BEIIOib gw n rode ova OP"s ad ar .b.d0ed ti c Op M+M bid. F1LI1tlLL = Bun -slit: tC. !ia111 l:aignurin tr a LF88 a >P 14• 20, A T"MW BLOCK L L a -fir _I �INVr.1 _t.a it r t.t 2.3 tr Is 17 it 1.2 2.0 6.6 14- 0.6 1.1 3.9 7.6 Is, 0.e 2.3 5.1 - fr t.4 3.2 6.3 70, 1.1 4.6 7.8 - CONCRETE THRUST BLOCKING Fie 2 general backfill general backlill •r r i S Ar C %' j 2- concrete am e , 61 © O.D.1/2 concrete CONCHS E ENCASEMENT L _ 6" stone aggregate CONCREIF-AKH WATERLINE PROFILE RT. 645 HYDRANT SCALES: (H) 1" =50.0' 1" 5.0' 730 ---- - - - - 730 725 PROPOSED ------------ EXISTING GRADE ---_ _ - 725 __- GRADE -------- --- - _--__ _ PR P_ 6'10 SDR 21 _ - - WA7 ERLINE 715, 710 710 O N O + O d 10+00 11 +00 square akkt pad 6' 01"-- top of manhole at grade in pavement areas unless orherwlse duected top Stith be sat 18- min above grade in easement areas 112'or 16• (typ ) conliactor to grout rrlanlx,le -cover in place - 4 bolls (3/4• dia ) adjustment rings (11' rnax ) pioneer 301 mastic applied between orxs and on exterior sloe of pfrws joints era to be sealed with 'O' ring gasltet variable ID W tMMtole opnnecpon to be / by f illble sleeve Inven charvlal to prow"A 3' 0' mil smooth transition In 10 out, 4'-0' max for all corvlitbons 7 0- max _ ----= +r top of bench wait grow txxlom d m aNfoM a : a .xrL a' •aa. a .:. .r-l-:,i: �. 4t'ia'1%'•ia+ar . ' 1 eIBV 85 same to form channel - rar}rot a: r�ra rar is r`rrr�r�rtrr. +�=t ti?a+arara� lop of pips ' ... .... . . ::: 6' bwJdrlg alone e f f f f# f})} }7 7?i?i7i7i7i7i�?7it�it7�Iii�?}i�i�i??iZ?I�?tr NOI ES 1 Manhole seceons shall have in external coming Ofaptxoved bltumastic water proufmg pilot to installation 2 0 adjustrnant elevation exceeds two Inches uaa collcrele adjustnew rings with a exterior coating of biturtlaslie water proofing 3 Final slope adjustment of manhole Yams may be by shims and next shnnk groin 4 Skid pad to be placed around mantlolas located In shouldsrs of roads 6 Flat top casting shah be used on shallow manhole (6 11 or less) lnsasllmtons STANDARD MANHOLE Figure 12 standard manhole v -- - . - - V min. Boom Rc:rcc�r.;a-c-� �cccccsrc Boom IZZZZZ �- wye wood spacers stainless steel straps at 2 ft. intervals V(8 IZZZI tamped stone backfill minimum beyond piping) --support footer/blocks jbtel *Idl B. - ae fiM1" Q8felully compacted ifill of backliH NOTE 1. fittings and pope for drop to be same size as incoming sewer 2, no inside drop allowed [DROP MANHOLE Figure 13 AMENDMIENT NO. 1 - JANUARY 1996 AMENDMENT NO. 2 - APRIL 1997 stone i' - tr aglgrogate - ., 1/2 O.D. J �- u m W Z_ z 0 J W (n V U) LLJ W 5 W G) Cri 1-1 po C-4 Q l� Z 0 tllll� `W V 0�O �I 1.i. 0 W >- Z Z Q30 lit ccJ 0 Q U Z OQ E_ 0- S ( (L Z Z Z ONTO Um?U cMY r 0: 0- 0- (X o U Q it O (L a. V ■ J0 O N ■ 00 N LC) Ln 0 p N (D N (D W _y J 0 Ln m C itti� WL � Q) 0 -C E ._ 0 O N U ZN 0 T 6" t 6e r0 concrete stone aggregate $I9N�ARQ CONCRETE QRA FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. All sanitary sewer and water supply construction shall confolrm to the current standards of the Virginia Department of Health and the Frederick County Sanitation Authority (the "autheority"). TH OF 2. Water service will be provided by an extension of the Frederick County Sanitation Authority water main located in theme i Admiral Byrd Drive right-of-way. O OHN C. LEWIS a 3. The CONTRACTOR shall coordinate with. and arrange for inspection by, the Authority. No. 21621 4. Exact locations of water and sewer services on new lines oire to be coordinated with the Authority's inspector. •�,p cv 5. The Sanitation Authority shall install all water and sewer serrvices that connect to existing lines. The location of the sSIONAL top and the termination point of the lateral are to be coordimoted with the Authority's assistant engineer. An application for services must be made and fees poid. 6. The Authority shall tap all existing water lines. They will furrnish the materials for and make the tap. The CONTRACTOR must make application for and pay the cost of this work. DATE: SURVEY: 7. The Sanitation Authority maintenance department is responsiible for the installation of water meters. Before a 16JUN99 RITCHIE permanent meter is set, they require: 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frome and cover to be set to the final grodle of the lot; 3) the distance between the top of SCALE: DRAWN: 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. AS SHOWN PLC 8. A double check valve bockflow prevention assembly is to be installed on any line (fire or domestic) that goes into a C.I.: JOB NO.: building. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a N/A 9805025 remote readout is required. DWG: SHEET: HP-SHT7S 7/8 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. V REQUIRED Y THE T 6. IF EQU ED B E LOCAL VDO 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. V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. V11. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V12. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE INSPECTED AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. V13. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. V14. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSARY BY VDOT INSPECTOR. V15. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S RESPONSIBILITY. V16. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. VI 7. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DESCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. cost in place access door centered in top (sere note 11 wiles 2 max at property line (see note 2) - r,,adwoy box Z type k. copper tubing (no joints \ from main to curb stop) `coddle with corporation stop water main boll valve curb stop with FIP ends. with 2" gate valve operating nut CUTOUT DETAIL typical Ford FC HH 77 HC - 158 2' custom setter (meter by FCSA) standard flat lop for 4' diameter manhole finished grade 3 riser section for 4' diameter manhole with cutouts '-�- solid support blocks under custom setter P" stone bedding J NOTES' 1 Access door shall be by Halliday Products or our approved equal. a) in non -traffic area - model no SIR3030 h) In traffic area - model no HIR2424 2 Water service crossing street shall be encosed in 6" dio SCH40 PVC or SDR21 piping The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO 2 APRIL 1997 - --- AMENDMENT NO. 3 OCTOBER 1998 ---- -- METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 In Din Non- Traffic M32C-PW Traffic A32HH - T 14 in fho Nun- Traffic MC- 30 (Frome) WITH RMI - 1-T (Top Lid) Traffic MC -30 (Frome) WITH RML- 12-4 (Top Lid) Note 1 /2" thick polyethelene plastic 30' deep (vertical crush strength shall exceed 3000 pounds) treated 2•x 4' with top 6 pointed blue meter cover set 2• above fin grade prior vanes as required to sodding 18' _ 1 corporation I stop 3" stone bedding 18"-21" Cmeter by F.0 S.A - _ meter box I surrounding box angle check valve 36 min. with drain valve 45 $"min. onQQle yoke U type K copper valve tubing, continuous without ))Pints from ft \water main to meter .--_____ main 6" stone bedding _ METER SETTiW , PARTS --` transition to meter line meter angto yoke angle check exponswn setting as required silt size yoke ball valve valve wheel -curb do gutter 3/4. 5/8"x3/4' Y502 BA94-223W HHCA94-323TD-G F.C-23 _- Street 1' 3/4- Y504 BA94-344W f*KA94-3237D-G EC-23 - I� - 1• 1 Y5D4 BA94- 444W HHCA94-444Tt� G EC 4 O k T to bock of m INSTALLATION NOTES l sidewalk 1 Exact location of meter box assembly if) - - - to be approved prior to installation 2 Water service crossing street shall be 1 type Y encased in 2" dio SCH40 PVC or M `copper , o SDR21 piping The piping shall run from 5/4` type h one foot beyond sidewalk• across the copper for m street, to one foot beyond sidewalk %mole meter Inslaliolron -. -- 1•5/4' wye DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION F Igur? 5 AMENDMENT NO 2 APRIL 1997 AMENDMENT NO 3_- OCTOBER 1998 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 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 I, Size 21A or 21B). 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 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). 5. It shall 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 Base (BM) shall be replaced with ten (10") inches of Type I, Size 21A or 21 B 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 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 shall 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 sholl 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, bailing, 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 rate of 0.05 - 0.15 gallon per square yard 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 sholl be rolled where possiblewith a unit having a manufacturer's 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 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 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. 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). O v� Jrapt rave 'ttlpN own - I 100 o ,MJ ,'io"e a Pq Uri li7 :drlM a Iua W11V La'l2 / Per mllsaae .n." aaplcaae- 7 vim I cwwl�fim Joint ^t - _ _ _ _ _ _ _ _ / wNelue CwCrre ea•io.e�e. ens / CG IY lid" Sldc eaJ pa unit CIS I vet Coto' yr' a �S urn . e� l of Anwar space yar ,•tAn e•a PeIIN,JOPN _�-� CAnllruc/lw Soew ��s� / �ao:a Svof_4 W^ ,an P U,r CC.IZ. U rypcAL 1lr£RNAC£ Sil pIAN B ran USE AT APPtdCA&E 5rdi ­5 ^e^• 'BSaysas ca vi,eZ C0NNEC110i AND CONYF.aCs~ Slo sae CC £Nance Na, rOrtcn, ("adRnora- Pr_,w cyl• £TAANCFs. J . seer 20J.a J'O Jd i N,sdar Curon wrt</lri ,rr � II B Val B f� ti I $I titer a l2 i ee• e. sieeraf I r. ybd' > > TT ciao s i P�el .(► u,o . e eke o -L •'';.poe es,?fie SAW Sze Ne.id.ne A -- TANGENT PLAN 6•0 7 ` ,SOyEIRic v? w ^.Art Sra.CC'J CC r IJ AOIES �•- S/trewelt yea --•- -_-. r' 11s ih neNmlm CIA r0ea flout le to own Il Concreet lfeel A e If oerav,.1 In frlp,rs/slprl lnfepra Iran a .AIMfew AA/r 'WAS- repl,Iler,rN ,e aretTebe ---IV ,vlea ~IAA Ili wlWe warn or as rlout,s, tho, la.floor Mottles '2, Iltre er Aro„ a eov lei ~f. rw aeleoltleN .evm Iran a u,.,~ ar on e.apser weyo. spa. CC 2 , r e• �_� rfNlA'Smile sire fir e,nr o .O,iexre, Ilyr 9 '2e r CC 6 _ e.JJ% YOe. ��-� a - fluted )lad r -6 tale b 4 m.re0 .vtalfN[arry .,In /oeq I,- a or ,. it, t>•' I, -^ • ,ts.&*'onr,uaYlOn I30N.1.(.8,01ee ors. rr rime /Isar li pKDJl. rprJ Slur be Y•araee !a Jweloer, ,o If" 00/01Nrq rlplee lids$ Calf All, Coll !n pan err .I.-Awd, of aema lsp Plow. P,eaea c'onV ee sl°v at cblJ A 4 SECTION A -A 'N, rim eel• lot xwedd Air awl err to to Na s , r yaee : Par ,C care oon, wh ilMa or eft ro.a Teton, a call In Plan ffar, z~h of lem flea r,NeA.e ce"Cli O,r I yr', i -5 ..7 New • r7 cc C✓e refry .la M efedutu',p fro are rw r err cONlttr uNr pltV for .Neerge/e Ce•tre Pre11J$0011 cosiolwlai Carerae sltMo,r Pro _.Aoseo nppr'epoN 1r0e.aN, tptalrr,nppir �SNp rt/we/elue or Gr✓ars .NH •wlrr Pao$ rraulHet$ ad/alw to we raea$ re ucN,aee In +>f•rr'e for nwav ro JM p/fer ���� ��• elute ore In cat /urcrrm .Nil ;Herr• .0 J A, CC P. fti we ran oe "48 Slewre i v fr�] a tN/ulltl la ,fad, e, .fAtu". -0 melp.rhs i SFCTrON R (' (� r§ ACCINS4pN roll ;J defl,e, o, a twnuil CID NesW or. ro tr 1¢raa as sNYn iw Nr pen, a aJ all, fW •'V 11. £•,yrrr .."I, rt•le,. 14.04. 11m eels trip 'W"o , flft art la of oorlMe of INYJtllary .nevi on acceStoON uI. IV .IINn I,. Off If �mw+� 1Jnel$ r E.Aded oppropere ,IOn.elt Awn Clueec"19 w acu,lae e,tweVr1 r a .4r r o rrprrq fa[rNrF "ASS" o cue rrf%s r .tiller i/del Il r,l Ser.p, fail'IV ran b eWoachfur term Pile poodsee w 'aed.11lev I've •ry Ae tills rI- P;Z, I- crd»atJ a, Irwn m ow. SAWr'llifuetwN rM1 +l�/n r flaeerolf a 3fee,.al wee of W- .nil n*OfI ! a es al, pity ,peer �■ rout, clan I M "awe mead. A Ile Clq",NirN Id at�oeea,ia .WCrs ,rap tint E,. ly/rylJpN aaN,,llrl lea$'aretl. Pry Merl. rt../Iit ldr rlecT pacaeea. T- vecrttra. CUR RAMP K/lKecl (PERSONS wlrH 44OBI0rr IMP,vmMEIII ,pZ -vtIKINIA 0£PMrre Nr of _rieANSPORt4fae - ------ ---- M.retw •2e-93 FIGURE 1 MIN 1.5" OVERLAY ASPHALT CONCRETE SURFACE COURSE TYPE (SM) EXISTING PStill AVEMENT/ --� . .........................................•........ ASPHALT (BM` MIN 6' .....ALT CONCRETE BASE COURSE - ......TYPE( TY.................................................... PE BM) TYPE I SIZE 21 A OR B AGG 21 A 0; B MIN 10' COMPACTED TO 100°ib MAX DENSITY AT OPTIMUM MOISTURE CONTENT SE-ECT MATERIAL BENCH \ TYPE I CBR 30 BA"KFILL -___ APPROVED SOIL OR SELECT MATERIAL v TYPE 1, CBR 30 COMPACTED TO 95,,a T0--- IPMAX DENSITYAT OPTIMUM MOISTURE CONTENT ®BEDDING 4' �'-t--- SAND OR NO 57 STONE MIN. I.1ENCH WIDTH TO SUPPORT ' O.D +24'(e) '*----TRENCH BOX "FOR PIPE LESS THAN 12" THE TRENCH WIDTH MAY BE 36" MAXIMUM SEE UB-1 (ROAD AND BRIDGE STANDARDS VOLUME Ill CUT REPLACEMENT IN ROADS WITH ASPHALT CONCRETE EASE AND SURFACE w rJ Z Z w 0 w 0 0. 0 W Cl- 48' ROUTE 645 - AIRPORT ROAD OR ADMIRAL BYRD DRIVE ENTRANCE TAPER DETAIL NOT TO SCALE f f ARROW DETAIL FOR PAVEMENT MARKING NOT TO SCALE ARROW TO BE POSITIONED AS SHOWN ON PLANS • r 1--- I rR • 1_ A �- The bottom of the curb and / -----------_-- --_ - - er gonmay be constructed Oaafie- to the Moe of sub- , 2. �. __- _ surface courses Provided o m­nlum depth of 7 is nlo,olelned This ape troy be conc,lte n, Ihf opl,On of the com,oclo,--- This cub shall be used when design Wfi­ c,vrawrabfn mPrashlr curb and guile, Is April Is. preole, Ihon 40 MPH a used. the sttlndoid Enttance Guilder, or StorMmE Note Comb curb 0 guile, hov.p a rodius R urn7 rughways and 4S MPH in Ltrnectxr• to, Suety Inle,sea,ons rare to hove ill ?OO P less (along lace of curb) shoo NveMped urbon and suburban the to mobte cab ccelfwal-, tnnaporOted p, let Paid lac oA ladial caritbinotio , curb 9 nrem Irl its JI n"d n h be era iron erAIN T%A arm Toy be atCO$I a coal n pbf-t bar ilea curb, me tlonsmm Is t0 be mad. with" 10 a the chomp ,n slonaaas male oI repair Concrete to be Class Aid des, N, place, nr»n qs PSI AODG d pecpal N SPECfFICATION COMBINATION 4 CURB BI GUTTER REFERENCE VIRGINIA pDEPARTMENT tat 04-TRANSPDRTATION '----- �`•� T A A II I. A . J - - 1..1• , e • A : e e A . • e • .• . .:A SiA A e A, �, "_ __, _ _ - The bosom of the curb and ' �• -� QlMtr y be cmulucnd paroemy to the slope of sub - I 2 _0e surfdcs courses provided a minimum depth of 7' 4 This all may be co Cate memtalned Of the *Of Ion of the contractor Thief curb Is to be wood wtl design speed is 40 MPtt n, leis on Rural highways and 45 MPH n, less In de4eloped urban R tubur Don f4pte Carob curb t! gutter ho4V a rotfle of 300'01 lees (ailing lace or alb) shaft nrem he poll far out radial cdMr,Onon curb A punt. TTtis Hem may, be wtc°et v offer In pact Cpnclefe to be clefts ASH Cyr In place, 4000PSI H pnca.l VECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER iCS VIRGINIA DEPARTMENT Sn2 I Or TRANSrORTAT10N _ _ �201o3 0 Q O rr O a_ Q I W In Z IY W LLJ F- F- Z W O U IY F IFAwI.E_._i._ 4 -,of" a, I.Te Arece { i [areNAlnN Soft, --.-1 J -CaMMs10M JOINT PAIN e0A0e A♦ 4HALF PLAN ' 1 0 ,D N Z I I U iSit f2 I Ir I i 9 I4 � � � O - N rt • •1 1. Y � `'• I SECTION ELEVATION AT GUTTER LINE ISOMETRIC VIEW 1 When used �n conjunction "sfh Strm.t dl CG i a CG 7 me curb laic, on Phil Sltridad H rut De adluslid to match the mountable curb conipunahan I I REFERENCE I STANDARDD ENTRANCE GUTTE ------ - S02 FOR USE ACIROSS SIDEWALK WITH FLARED OPENWG VIRGINIA DEPARTMENT ly /RAN°iPJRTATION --_-_--- 203.02 C� CG II Radial combination curb and guttef -'�- I I I e )� RadlVs 10 be Os \ 9 shown on = plain I I 1 1 Slretel approach some SurlloCing ° 6" asMain lino roadJway e F- ' ,� In . 'L.. U W -Expansion Joint D ° to • �- • `' Matra lint) roadway_ A__J -__-� f�f / NosWidth •B" 2'-O'aras------f ^ • shown on typical section = V HALF PLAN s Gullet line a of .-Gutter tine Main line Roadway Curb Curb ,r ofSideStreet I -- --- - --- -- ----- -- when vua m eonprK non or CG - 7, ,'n cab race .,,n slenaore CG J on thy$ Sondold r 10 Ot SECTION A -A adpsled iomatch the mountable cure conhgura,an RaNci STANDARD CONNECTIOiN FOR STREET INTERSEC 502 V'IRGIHIA DEPARTMENT r --- _ _ TRANSPORTATION W Z_ J 0 EX. ROAD- 12' 14' VARIES CROSS SLOPE = 1 /4": 1' - I -I .......... CG-7 1,5" SM-12.5A -III =1 11=1 111=1 I I=i 8" BM-25.0 I I --I 1I-III-III-III-1 I I -I I III III 8" 21-8 12" COMPACTED SUBGRADE ENTRANCE SECTION C� AIRPORT ROAD NOT TO SCALE C EX, LANES EX. LANES 12' TURN LANE CG-6 ALONG LENGTH OF TURN LANE 1 4": 1' 6' 4 2 Max. T SLOPE �1 / FILL SLOPE 1.5" SM-12.5A 1 2.0" - Asphalt Concrete, Type IM-19.OA 8.0" - Asphalt Concrete, Type BM-25..0 6.0" - Crushed Aggregate, Type 21-B SECTION @ ADMIRAL BYRD DRIVE ENTRANCE NOT TO SCALE 9 r� \ FW- n Q N­1 Q r` O Z Z U, o Q W 0 Q Z Q v / U) 0 Z Z Feet o O w F- oH LL a_ U Z Z ut . cr-Na U CL Z_ Z 0�00 Um?U C 0 K CIC 0: CL a- 0 ~ LLI CIC � O W J O 0 � N a� w Cn Cn 0 N tT r-) N to � 0 I N I N (n W�E�° IJ & > O0 n O Ln m L C 0 - W�C=. 0 E D L U d _N !n U (n C F- t� Z3 N Q O ro a TH F L o � OHN C. LEWIS 9 No. 21621 _ZONAL _ DATE: SURVEY: 16JUN99 NA SCALE: DRAWN: AS SHOWN PLC C. I.: JOB NO.: NA 9805025 DWG: SHEET: HP-SHT8S 8/8