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64-07 Round Hill Crossing No. 7 - Commercial - Gainesboro - Backfile
El 1 6 COVER SHEET C1.01 SITE LAYOUT & PAVING PLAN C2.01 SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN C3.01 SITE DETAILS C3.02 SITE DETAILS C4.01 SITE UTILITIES PLAN C4.02 UTILITY DETAILS WATER AND SEWER AGENCY: FREDERICK COUNTY SANITA71ON AUTHORITY P.O. BOX 1877 WINCHES7ER, VA 22604 (540) 868-1061 DEPARTMENT OF PLANNING AND DEVELOPMENT COUNTY OF FREDERICK 107 NORTH KENT STREET WINCHESTER, VA 22601-5000 (540) 665-5651 DEPARTMENT OF PUBLIC WORKS: COUNTY OF FREDERICK 107 NORTH KENT S7REET WINCHESTER, VA 22601-5000 (540) 665-5643 WRGINIA DEPARTMENT OF 7RANSPORTA77ON: EDINBURG RESIDENCY — LAND DEVELOPMENT 14031 OLD VALLEY PIKE EDINBURG, VA 22824 (540) 984-5631 POWER COMPANY ALLEGHANY POWER 3463 VALLEY PIKE WINCHMER, VA 22604 (540) 722-5852 TELEPHONE COMPANY.• VERIZON 404 HILLANDALE LANE WINCHES7ER, VA 22602 (540) 665-3156 CABLE COMPANY ADELPHIA CABLE 1039 NORTH FREDERICK PIKE WINCHESIER, VA 22601 (540) 667-0364 GAS COMPANY- SHENANDOAH GAS P.O. BOX 2400 WINCHESTER, VA 22604 (540) 869-1111 COUNTYA. of i r i L L t t ' � r � / 1 t i OUTLOT I i 1 i t t BANK OF CC CLARKE COUNTY WINO 1 05 0165# 00 i BOEH©[i F, !` WALMART SUPERCENTER WAL—MART REAL ESTATE BUSINESS TRUST — j= INSTRUMENT # 040017257 -4- t f / - j Y ,ram 'j/l w.+i`'l, �-' ,�eA -r- -T •� �'"- "� d F i,.i." 'l .l ...�... ir`.: ``�I`. - ' f •'� •.t \ .ram-- ..1- J" , �'' - - `w; ''. -- - ,..{- `i.,`. 40 - f - i3- A ..,'o. T` ! f�:='' `" �. +two SF )UTLOT 2 OUTLOT 3 I 1 . , , ( •� MONWEALTH GROUP APPLEBEE'S I ! .STER PARTNERS, L.P. INSTRUMENT # s° OUTLOT 4 j INSTRUMENT # 060002664 ! COMMONWEALTH GROUP ! OUTLOT 6 040017252 WINCHESTER PARTNERS, LP. OUTLOT 5 1 1 FIRST BANK ° INSTRUMENT # WAL—MART INSTRUMENT # 040017252 REAL ESTATE, p + 06000170J s BUSINESS TRUST A I INSTRUMENT # ; i 040017257 I i s 1 e � US ROUTE 50 NORTHWESTERN PIKE LOCATION MAP 0 100 200 SCALE: 1" = 100' APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR 577E PLAN APPROVAL VAUD FOR 5 YEARS FROM DATE SHOWN HENCE DATE PROJECT SITE . ROUND HILL_ ROAD LAND OWNER: COMMONWEALTH — WINCHESIER PARTNERS, LP 500 HENLEY ST. SUITE 200 KNOXVILLE, IN 37902 CONTACT BECKY WRIGHT TEL (808) 277-5510 DEVELOPER: COMMONWEALTH — WINCHESTER PARTNERS, LP 500 HENLEY ST. SUI7E 200 KNOXVILLE; TN 37902 CONTACT BECKY WRIGHT TEL (808) 277-5510 DESIGNER. - CANNON & CANNON, INC. 9724 KINGSTON PIKE, SUITE 1100 KNOXWLLE, TN 37922 CONTACT STEVE DRUMMER, P.E. TEL (865) 670-8555 PROPOSED PROPERTY USE: COMMERCIAL, RETAIL & RESTAURANT REZONING REQUEST PROFFER FOR PROPERTY IDEN77FICARON NUMBER 52—A—B AND 53-A-79 DATED JUNE 27, 2003 ENTERED INTO BY WWW, LC. MAGISTERIAL DISTRICT FOR PROPERTY IS GAINESBORO MAGISTERIAL DISTRICT. ALL U77LI17ES MUST BE UNDERGROUND AND ALL OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES AND ROAD RIGHT—OF—WAYS. Q REVISED PER VDOT COMMEN7S 11101107 ®REVISED PER FREDERICK COUNTY COMMENTS 10112107 REVISIONS DATE PROJECT: Cannon&CIannon,inc. Consulting Engineers * Field Surveyors 9724 IGngston Pike Suite 1100, Franklin Square Telephone: (665) 67OWSS Knoxville, Tennessee 37922 Fax (865) 6704M" THE COMMONWEALTH COMPANY 1293 HENDERSONVEM ROAD, SUITE 20 ASHEVILLE, NC 26803 TEL NO. (828) 277-5510 OUTLOT 7 ROUND HILL CROSSING FREDERICK COUNTY, VIRGINU COVER SHEET �1\b )'/. 4t9Pi TEPHEW MMER a Uc. No.3M 0 ON 00707-0002 SEP'TEMBER 6, 2007 P.I.C. JSD DRAWN LED c0*01 OUTLOT 6 52-A-1 1.53 AC (FIRST BANK) ZONING: B2 O' EXTEND EXISTING SIDEWALK L 1 2 CG- 6 CURB & GU TIER 1 C3.01 (TYP.) 2 16 1-PA'TIO. ; 60' 17 GREASE TRAP TO BE LOCATED 1 OUTSIDE OF BUILDING WI TH OUTSIDE ACCESS BY TENANT. o Z � 1 1 ,! • I II VIRGINIA STATE GRID 11 1 K� SCALE: 1" = 20' G-' 11 s- , _ TRACT 1 G, '52-A-K ` Y" G' ..SN- 7-WIDE X \\ \\ 1 ASPHALT SECTION _ -'w'^ ~�CROSSWA II REMOVE EXISTING DR&E \\ CROCK WELL MILLS DRIVE CJ 01 (TYP.) --12° _W 7' WIDE X 12" \` \ SITE LIGHTING _t _ _ r '. �G ¢ _ _ -7 \ CROSSWALK \ \ (BY OTHERS) „E SD ". 60.7P WAL-MART REAL ESTATE = 7.4,37 . 6 ---- 8 P BUSINESS TRUST r" 1 / T.M. 52-A-D 32.86' ._ R--295.00' % / \AA\ \ / (BUSINESS) ZONING: B2 RESTAURANT 10 0 FA U 5 ACCESSIBLE C 01 RAMP (TYP.) 18' OUTLOT 7 52-A-J ' 2.11 - - - - - - - - - - - - - - - - - 1 11 ROBERT B. JOHNSON T.M. 53-A-76 (RESIDENTIAL) ZONING: RA COORDINATE TABLE polmr NO. COORDINATES DESCRIPAON NORTHING EAS77NG 1 7117883. 8655 11567266. 4229 DRI VEWA Y 2 7117760. 9458 1156 718 Z 2170 DRI VEWA Y 3 7117652. 6039 1156711 Z 4159 DRI VEWA Y 4 7117620.9386 11567146.9770 DRI VEWA Y 5 7117575. 7024 11567189, 2071 DRI VEWA Y 6 7117705.7031 11567272.9622 DRIVEWAY 7 7117738.1988 11567222.5238 DRIVEWAY 8 7117869.3596 11567221.3772 CORNER PARKING 9 7117701.2318 11567113.0581 CORNER PARKING 10 7117652.5342 11567076.4401 CORNER PARKING �-02srESSIBLE neoL (rrv) q* RETAIL 0 G G NANCY R. JOHNSON T.M. 53--A-77 (RESIDENTIAL) ZONING: RA I I COORDINATE TABLE POINT NO COORDINATES DESCRIP770N NORTHING EAS77NG 11 7117507.9147 11567159.8893 CORNER PARKING 12 7117552.1135 11567209.6967 CORNER PARKING 13 7117695.0222 11567301.7680 CORNER PARKING 14 7117754.7856 11567218.9353 CORNER PARKING 15 7117882.0526 11567300.9291 CORNER PARKING 16 7117584.9334 11567046.5214 BUILDING CORNER 17 7117625.8766 11567090.3819 BUILDING CORNER 18 711756Z3985 11567144.9741 BUILDING CORNER 19 7117526.4539 11567101.1158 BUILDING CORNER 20 7117750. 4528 11567225 6604 BUILDING CORNER G S32 47'25"W 45' &WIMA or®.2 ��--7 - - -- ------___.-----------_ - - - - - - 25 ACTIVE BUFFER 25' INACTIVE BUFFER 3 CONCRETE SIDEWALK 3_ nd MR) -------------------- » DUMPSTER PAD ,C3.0 (TYP.) ur. i ti,4i iuri POND NOTE. SEE PREVIOUSLY APPROVED DRAINAGE CALCULATIONS FOR ROUND HILL CROSSING. LEGEND EXISTING STORM SEWER LINE - - -sA- - - EXISTING SANITARY SEWER LINE UGP EXISTING UNDERGROUND POWER W UGT EXISTING UNDERGROUND TELEPHONE NANCY R. JOHNSON CAROLYN R. TURNER G T.M. 53-A-75 EXISTING UNDERGROUND GAS LINE (RESIDENTIAL) I T.M. 53-A-74 EXISTING SANITARY MANHOLE ZONING: RA (RESIDENTIAL) ZONING: RA o EXISTING CATCH BASIN E-- EXISTING ANCHOR WIRE COORDINATE TABLE _& EXISTING POWER POLE POINT COORDINATES BUILDING._RESTRICTION LINES EXISTING LIGHT POLE DESCRIP710N EXISTING WATER VALVE NO NORTHING EASANG ROADS = 35' m OTHER AREAS 0 o EXISTING FIRE HYDRANT = 21 7117876.5487 11567306.8997 BUILDING CORNER PROPOSED HEAVY DUTY 22 7117844.0530 11567357.3381 BUILDING CORNER ASPHAL T PA VEMENT •� 23 7117717.9571 11567276.0987 BUILDING CORNER CONCRETE PAVEMENT/SIDEWALK PROPOSED LIGHT DUTY 24 711765Z 1468 11567069.3979 RADIUS PT (20) / ASPHAL T PA VEMENT 25 7117707.1600 11567118.4704 RADIUS PT (20) PROPERTY LINE 11 26 7117867.6946 11567201.0253 RADIUS PT. (20) DETAIL REFERENCE C3.01 (DETAIL NO./SHEET NO.) 27 71177OZ8593 11567069.9365 DRIVEWAY NUMBER OF STANDARD 22 28 7117655.2050 11567119.0918 DRIVEWAY < > PARKING SPACES L� HORIZONTAL CONTROL POINT MISS UTILITY OF MRGINIA 0 COORDINATE POINT CALL BEFORE YOU DIG 1-800-552-7001 ACCESSIBLE PARKING 493.31' PROJECT SITE . ROUND HILL ROAD HARBOR" ; GOLF , .COURSE,: VICINITY MAP NOTES: (1" = 2,000') 1. THE TOPOGRAPHIC & BOUNDARY DATA SHOWN WAS PROVIDED BY COMMONWEALTH GROUP. 2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TAKEN FROM OUTSIDE FACE OF BUILDING AND/OR FACE OF CURB. 3. THE MINERAL AGGREGATE BASE AND ASPHALTIC SURFACE COURSES SHALL MEET THE MATERIALS, EQUIPMENT, CONS7RUC7ION, AND 7ES77NG REQUIREMENTS OF THESE DRAWINGS, AND FREDERICK COUNTY STANDARD SPECIFICATIONS. 4. TRAFFIC CONTROL DEVICES AND PAVEMENT MARKING SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM 7RAFFIC CONTROL DEVICES." 5. PROPERTY CONCERNED REFLECTS PARCEL 52 A M. ZONING FOR THE PROPERTY IS B-2. TOTAL DISTURBED AREA=1.62 AC. TOTAL IMPERVIOUS AREA=1.335 AC. (64%) TOTAL AREA=2.11 AC. 6. ALL SETBACKS SHALL BE IN ACCORDANCE WITH FREDERICK COUNTY ZONING ORDINANCE. Z OWNER. COMMONWEALTH GROUP - WINCHESTER PARTNERS, LP 500 HENLEY ST. SUITE 200 KNOXVILLE, 7N 37902 8. PARKING LOT SETBACKS SHALL BE LOCATED AND VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. 9. ARCHITECTURAL INFORMATION. *BUILDING HEIGHT -- 2Y-4" MAX AFF *OUTDOOR LIGHTING - REFER TO SHEET E-0.1 INCLUDED. *SIGN INFORMATION -- SIGNS WILL BE WALL -MOUNTED TYPE PARKING SUMMARY 1. PARKING REQUIREMENTS (NO EXISTING SPACES) BUILDING I - MtA+; RANT A. PROPOSED BUILDING AREA = 4,800 S.F. B. REQUIRED SPACES = 1 SPACE/100 S F. C. TOTAL REQUIRED SPACES = 48 D. HANDICAP ACCESSIBLE SPACES REQUIRED = 2 BUILDING 2 - RETA A. PROPOSED BUILDING AREA = 9,000 S.F. B. REQUIRED SPACES = 1 SPACE/200 S.F. C. TOTAL REQUIRED SPACES = 45 D. HANDICAP ACCESSIBLE SPACES REQUIRED = 2 LOADING 2. SUMMARY SiND, HDCP, SPACES TOTAL A. REQUIRED 89 4 2 93 B. PROPOSED 89 4 2 93 C. RA710 = 6.7411, 000 S.F. SPECIAL NOTE: ALL HANDICAP SPACES HAVE BEEN DESIGNED TO BE VAN ACCESSIBLE. FLOOR AREA RATION FOR ZONING B2. SI7E FAR = 0.15 MAX. ALLOWABLE FAR = 1.0 TOTAL GROUND FLOOR AREA = 13,800 SF. TOTAL FLOOR AREA = 13,800 S.F. TOTAL LOT AREA = 2.11 AC = 91,912 S.F. © REVISED PER FREDERICK COUNTY COMMENTS 12105107 ©REVISED PER BUILDING INSPECTIONS 11116107 REVISIONS DATE Cannon&Cannon,Inc. -- -_- Consulting Engineers • Field Surveyors 9724 Kingston Pike Suite 1100, Franklin Square Telephone: (865) 670-8555 Knoxville, Tennessee 37922 Fax: (865) 670-8866 CLIENT: THE COMMONWEALTH COMPANY 1293 HENDERSONVILLE ROAD, SUITE 20 ASHEVILLE, NC 28803 TEL. NO. (828) 277-5510 1=161114919 OUTLOT 7 ROUND HILL CROSSING FREDERICK COUNTY, VIRGINIA SITE LAYOUT, PAVING AND STRIPING PLAN 00707-0002 DATE SEPTOBER 6, 2007 P.I.C. PHEN y JSD RUMMER a 'w" LED Ic. No.38509 10 , C 1 e 0 1 f \\ ` \ ~`83>j - /6�,\ '' % J 1 �� t 1 1 /? '' , f i N_ - �, i;,.. '`i MRGINIA .... ....... U) It Ca STATE GRID 11 i TC 830.30 El 819.30 �,00::� 114, 0 20 40 El 819.20 60 OUT II It SCALE: 1" 20' -E)- CB 20 60,�-... .. . ... .... L' CI 818.10 2(60") IN PIS El 818.00 (60") OUT TEMPORARY CONSPUCRON OIL 0. EN.7RANCE-(7 YP.) C) -7U Cb TC 834.90 4; IN El 825 1110 -�E-F -&}5.�o IN b 812.1b 60"' OUT X SA. MH. El 831.01 10 .IN El 8 CROft WELL MILLS ARIVE U'l El 813.90 U fl w \ C6). � - - I %\ 12"- _w_ 00, EX 11Cpp 2 - TEMPORARY 'A R Y SEDIMENT- - L- U, 6 11E, SID, r,3- 0 (Typ.) F42 EX Cpp V., _T 60"CPP -TO 'MAIN 9a, IPE1 J2.9 p RE_ 6'� '4725"W 1, J2.0 0 4 v R=296.0 j2.86' 77777=7- ()D 32.87 32.32 T _833,00 32.55 El FI!.'50-(60:.-)_IN___ 33.20 IR EI 17.40 (60 OUT J2.74 60' t .20 EXCESS PIPE TO BE REMOVED' 5ZZ4 32.35 J2. 0 1. 0z J1. 61 33.2 4- 4- 4. 32.61 4 HW, AD 32. 31.99 El 8,25.50-1-' % 'BLDG I J2.25 3J.2 J2.85 >< .85 It RE�STAURANT 32.35 52.85 J2. J5 '2 Ul FM 8JJ 20 32-35] _/_ .-q j2. g,5 J5 3311 • 3300 Jj 00 w3j. 00 w3j. 00 v3j. 00 33.00 zij 00 wij. 00 X --- A . 33.2 32.50 It t IC 8 30 �0�0 '0 ""'o �60 61 60 10 SPECIAL, DRAINAGE NOTE JO.80 33.20 �3j,2 32.2 DETENTION ON THIS PROPERTY HAS BEEN DESIGNED AND INCLUDED jN THE MASTER DRAINAGE DESIGN FOR WALMA BLDG 2 TITIM A TT 331n n(n IN I TnAf%T 4 CI) A L/ DE'D11 E"ICl/A77MI - 127 332. ------------------------ It t 33.10 t I --------------- -------------- ----- ------------ ------------ ----------- ---------- - ----------------------------- -------------------------------- J2.21 J2.14 32.28 32.88 32.88 31.64 pl. 71 132.381J2_J8- --------------------------------- ji. 14 A --Z25 --------- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - -T04"26a - - - - - - - - �2. 0�0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4- 25' ACTIVE BUFFER 31.60 .......................... .......... 31.84 TOW J1.20 30.14 20 . 31.34 BOW 31.06 3110 32. 11.30-70 31U .60 84G -B FFE(�: - 'J2.J8- T - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OW3 ; 4-... -W3.20TOW. 7 TEMp ORARY SILT FENCE BOW1 75 ........ ........... - ------------------------ BOW - --------------------- ------------------------ .74 ------- ------ V G G G_ G b 203-L.F.- Rt-TAINING- WALL IS SS S S Z5 W ------------------ 493 3 1' STORM PIPE TABLE FROM TO PIPE INFORMA 77ON 180 (HDPE) SLOPE (Y.) Q(10 YR) (cfs) Q(FULL) (cfs) V(FULL) (fps) EX AD 72 (24") 0.50 3.70 8.66 2.76 EX AD *59 1.00 4.80 13.66 Z 73 1-4-\ 1-5-\ 77 0.50 2.40 9.66 5.46 TOTAL 1,36 STORM DRAINAGE STRUCTURES NO. DESCRIP77ON LOCA77ON Top OF CAS77NG INVERT EL (IN) INVERT EL (OUT) EXISTING CATCH BASIN N 7117934,2271 E 11567226.4868 834.90 825.10 812.10 IE7 SINGLE AREA DRAIN (0-6FT) DETAIL 10, SHT C3.01 N 7117865.7804 E 11567254.7584 8JO, 98 - 825.46 AD e EXISTING CATCH BASIN N 7117736.0245 E 11567121.2277 833.00 817.50 (60-) 824.51 (AD3) 817.40 1w SINGLE AREA DRAIN (0-6FT) DETAIL 10, SHT C3.01 N 7117695.4410 E 11567169.9954 8jo.jo 825.20 825.10 e 5 SINGLE AREA DRAIN (0-6FT) DETAIL DETAIL 9, SHT C3.01 N 7117641.5698 E 11567231.6433 829. J4 - I 825.59 I I AD STORM PIPE NOTES: 1. INSTALL STORM SEWER PIPING AND APPURTENANCES TO MEET THE MATERIALS, EQUIPMENT, AND CONSMUC77ON REQUIREMENTS OF VDOT AND FREDERICK COUNTY STANDARD SPECIFICATIONS. 2 TRENCH DESIGN AND SAFETY FOR PIPELINE CONS7RUC770N IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM WITH ALL APPLICABLE LOCAL, STATE, AND OSHA REGULATIONS. J. UNDERGROUND U77LITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO 07HER APPLICABLE CRITERIA: 1) NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. 2) EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 3) EFFLUENT FROM DEWAIERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-S17E PROPERTY 4) MATERIAL USED FOR BACKFILLING 7RENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. 5) RE-STA61LIZA7701V SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULA 71ONS. 6) COMPLY WITH APPLICABLE SAFETY REGULATIONS. J. STORM SEWER SHALL BE SM007H INTERIOR HIGH DENSITY POLYE7HELENE PIPE AS SHOWN IN THE STORM PIPE TABLE IN ACCORDANCE WITH AASHTO M294 OR EQUAL UNLESS OTHERWISE NOTED. ALL PIPE WITHIN THE RIGHT-OF-WAY SHALL BE RCP. 4. PIPE DEFLECTION AND ALIGNMENT SHALL BE CHECKED AFTER BACKFILLING & COMPACTION ARE COMPLETE & PRIOR TO PLACING THE BASE. TEST DEFLECTION WITH A MANDREL OR OTHER APPROVED METHOD. 5. PIPE WITH DEFLECTION 5% OR GREATER OR WITH UNDUE MISALIGNMENT SHALL BE REPLACED AT THE CON7RACTOR'S EXPENSE. NOTES CONT: 13. NO SLOPE SHALL EXCEED 2:1 (H. V). 14. APPLY TEMPORARY SEEDING WHENEVER GRADING OPERATIONS ARE HALTED FOR OVER 14 DAYS AND FINAL GRADING OF EXPOSED SURFACE IS TO BE COMPLETED R17HIN ONE YEAR. APPLY TEMPORARY SEEDING TO ALL SOIL STOCKPILES. ACCEPTABLE 7EMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" RA 7E PLANTING_ DATES s c bm SEPT. I - FEB, 15 50/50 MIX OF 50 - 100 ANNUAL RYEGRASS (LOLIUM MUL71-FLORUMt CEREAL (WINTER) RYE 6aCALE CEREALS) ,ERFAL FEB. 16 - APR. JO ANNUAL RYEGRASS 60 - 100 (LOLIUM MUL71-FLOR MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA 15. APPLY PERMANENT SEEDING WHENEVER GRADING OPERA T70NS ARE COMPLETED AND ALL CONSTRUCTION OPERA77ONS WILL NOT IMPACT THE DISTURBED AREA. APPLY PERMANENT SEEDING TO ALL NON -CONSTRUCTION AREAS WHICH SHOW SIGNS OF EXCESSIVE EROSION. 16. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL CONTACT THE U77LITY OWNERS TO N077FY THEM OF WORK IN THE AREA AND REQUEST THEM TO PROPERLY LOCATE THEIR RESPEC77VE U71LITY NOTIFICATION SHALL BE GIVEN AT LEAST THREE BUSINESS DAYS PRIOR TO COMMENCEMENT OF OPERA77ONS AROUND THE U17LITY 1Z SEEDING SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION. 18. SEDIMENT ON PUBLIC OR PRIVATE ROADWAY SHALL BE CLEANED/REMOVED IMMEDIATELY BY THE CONTRACTOR. 19. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED WITHIN JO DAYS ONCE THEY ARE NO LONGER NEEDED, ANY 7RAPPED SEDMIMENT MUST BE REMOVED AND STABILIZED. MONK _500- PROPOSED CONTOUR ------ 1100 ------ EXISTING CONTOUR 854.15 EXISTING SPOT ELEVA77ON 54.60 PROPOSED SPOT ELEVATION PROPERTY LINE DETAIL REFERENCE (DETAIL NO./SHEET NO.) PROPOSED STORM SEWER PROPOSED CATCH BASIN A PROPOSED DOOR LOCATIONS RESPONSIBLE LAND DISTURBER BRUCE W. BAXTER 21721 04-24-2008 NAME CER TIFICA 7E j EXP. DA 7E PROJECT%L SITE ORTHwrs7EI?N PIK ROUND HILL ROAD . ROCK--�':, HARBOW". GOLF '::-�." .,COURSE VICINITY MAP (1" = 2,000') .V4/MEDICAL, CENTER.,OS NOTES: 1. THE TOPOGRAPHIC & BOUNDARY DATA SHOWN WAS PROVIDED BY COMMONWEALTH GROUP. 2 UNLESS NOTED OTHERMSE, THE PROPOSED GRADES SHOWN ON THESE DRAWINGS ARE FINISH GRADE. EXISTING CONTOURS ARE SHOWN AT I FT. INTERVALS. PROPOSED CONTOURS ARE SHOWN AT 2 FT INTERVALS. 3. EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE WRGINIA DEPARTMENT OF CONSERVATION AND RECREATION AND 771E DCR STORM - WATER POLLU71ON PREVENTION PLAN REQUIREMENTS THE DEVICES SHOWN ON THE DRAWINGS ARE THE MINIMUM REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL DEVICES AS NEEDED. 4. THE S17F SHALL BE CLEARED AND GRUBBED WITHIN THE LIMITS OF EXCA VA 770N. COMPLETELY DISPOSE OF ALL MATERIALS RESUL71NG FROM CLEARING AND GRUBBING OFF-5/7E. BURNING SHALL NOT BE PERMITTED UNLESS PRIOR APPROVAL IS OBTAINED BY 774E LOCAL FIRE DEPARTMENT THE CONTRACTOR MUST OBTAIN A PERMIT AND MEET ALL OF THE REQUIREMENTS AS SPECIFIED BY THE FIRE DEPARTMENT 5. ALL TREE S7UMPS, BOULDERS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED TO A DEPTH OF 2 FT BELOW THE SUBGRADE, ROCK SHALL BE SCARIFIED TO A DEPTH OF I FT BELOW SUBGRADE 6. STRIP TOPSOIL TO A MINIMUM DEPTH OF 6-1N. AND TEMPORARILY STOCKPILE EXCAVATED MATERIALS. INSTALL SILT FENCE OR OTHER APPROPRIATE EROSION CONTROL STRUCTURES ON THE DOWN HILL SIDE OF THE STOCKPILE. Z CONTRACTOR SHALL FOLLOW DIREC71ONS OUTLINED IN THE GEOIECHNICAL REPORT FOR THE ORIGINAL ROUND HILL CROSSING PROJECT FOR ALL GRADING RELATED ACTIVITIES. 8. A 4 IN. (MIN) LAYER OF TOPSOIL SHALL BE PLACED OVER THE AREAS TO BE SEEDED AND TO THE FINISH GRADE ELEVA77ONS AS SHOWN ON THE DRAWINGS. 9. ALL NEWLY GRADED EARTHEN AREAS THAT ARE NOT TO BE PAVED, STABILIZED, OR SODDED SHALL BE SEEDED, FER77LIZED AND MULCHED WITHIN JO DAYS OF ATTAINMENT OF FINAL GRADE. 10. PERMANENT SEEDING SHALL BE DROUGHT TOLERANT, HYBRID KEN7UCKY31 (JAGUAR, LANCER, REBEL If, FALCON 11, ETC.). SEED AT A RATE OF 6-8 LBS.11000 S.F. USE A SLOW RELEASE STAR7ER FERTILIZER WITH I LBS/1000 S.F. N17ROGEN IF GRADING IS PERFORMED DURING THE WINTER MONTHS, SEED MIXTURE SHALL BE SUPPLEMENTED WITH A WINTER RYE OR OTHER APPROPRIATE MIXTURE TO ASSURE STABILIZA77ON DURING 714E WINTER SEASON. 11. MULCH W77H S7RAW AT A RATE OF 100 LBS-11000 SF. OVER THE SEEDED AREAS. 12. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVA71ONS OR POND ON-S17E. PROVIDE NECESSARY MEASURES TO KEEP THE S17E FREE -DRAINING. MISS U11UTY OF VIRGINIA CALL BEFORE YOU DIG 1-800-552-7001 REVISED PER BUILDING INSPEC71ONS 11116107 REVISED PER FREDERICK COUNTY COMMENTS 10112107 REVISIONS DATE T_. PROJECT: - -Cannon &Cannon, Inc. Consulting Engineers * Field Surveyors 9724 Kingston Frike Suits 1100, Franklin Square Telephone: (865) 670L8555 Knoxville, Tennessee 37922 Fax: (865) 67DZM THE COMMONWEALTH COMPANY 1293 RMERSONVILLE ROAD, SUITE 20 TEL. NO. (8 8) 277-5510 OUTLOT 7 BOUND HILL CROSSING FREDERICK COUNTY, VIRGINIA SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN EN MMER o. No.3850RIN 4: A) -0 AL Jtk,l r4v- 00707-0002 SBYTEMBER 6, 2007 JSD LED C2.01 DIMENSIONS ON THE SITE PLAN ¢" 2" REFER TO THIS LOCATION 1/2" EXPANSION JOINT 21p R " CAULK JOINT 3" 3" W/ PREMOULDED FILLER CLASS A3 (CAST IN PLACE) / TRAFFIC GRADE LIGHT BROOM 4000 PS! PRECAST SEALANT FINISH, U.N.O. VARIES e 1,_ •. a .. ° '4 ♦r �. 4 a d .. SEE PLAN FOR MOTH) °do d�aC ��°0C�aUo Oho°o aDocb�ooci�°o° 1-1/2" ASPHALTIC CONCRETE » » 00 0000 00o p o0 0 00 SURFACE, GRADING D i� n oo�hg7 0 `� ho ��,� Rc�b_ ao ° o�ao 4 CONCRETE-'/�7j:� (4000 PSI) 27. 6"W' W[1.4x W1.4 WWF -Y4 y,,,Y, .r f '},r y {✓ `'. ��`.{ �Yi Sr,'lc � -Rji Ji.':� "<< �,,,.Yr � �... ....�.. � ( .�---- F SEE NOTE 3 �4__._. EXPANSION JOINT of ' 0000000000 0000 o' o'a" o o TACK COAT 4 �, o o 0 0O�000 000 (0.02 GAL/SY) 6" 2'-0» o c� O o o� 0Qot� V SMOOTH STEEL TROWELED fo oo°go°0000oQ°o00�0 _,-`�/ 1BAND W/ GROOVE (7YP.)no O o O! - i i . --..._.. _._ _ a / / /�/�/�/�. f�/��/�/�i » n n » 1/4 WIDE o Oho O o o ! ; NORMAL CURB AND GUTTER �00o 0 0o ti , , o 0 0 0 °� o! I ICOMPACTED SUBGRADE 4" AGGREGATE BASE6 3 3 3 SCORE JOINT 0o 0 0 0 0 0 .. _. _ LIGHT BROOM FINISH, U.N.O. 41. 2•-1/2 BITUMINOUS PLANT 8" MINERAL AGGREGATE BASE, _ NOTES: %\��f ' ' MIX BASE, GRADING "B" (MOD) COMPACTED TYPE "A'; GRADE "D" /,�//� a -o po 0�q, 0 0-�o 0000 00 0 0 SUBGRADE 1. PREFORMED 1/2" EXPANSION JOINTS SHALL BE o-O 0� cbd'po oa�po�"° oo�° �°�000pp EQUALLY SPACED AT 20' O.C. EQUALLY\/\ \ \� NOTES: REVERSE CURB AND GUTTER SPACE 1/4" CONTRACTION JOINTS AT 5' D.C.\���������� 1. THIS 17EM MAY BE PRECAST OR CAST IN PLACE. BETWEEN EXPANSION JOINTS 3/4" DEEP SCORE JOINT 2. CONCRETE To BE CLASS A3 IF CAST IN PLACE, 2. SIDEWALK SHALL BE CONSTRUCTED PER CONTRACRON- JOINT 4000 PSI IF PRECAST. KNOX COUNTY SPECIFICATIONS 3. FOR USE WITH STABILIZED OPEN -GRADED J. SIDEWALK SHALL BE SLOPED AWAY FROM BUILDING. NOTES. DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL 1. SEE SIDEWALK DETAIL FOR NOTES AND DIMENSIONS, TO 774E SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 1 ASPHALT SECTION 4. USE REVERSE CURB AND GUTTER WHEN 711E 2 CG-6 CURB AND GUTTER 3 CONCRETE SIDEWALK 4 SIDEWALK CONTROL JOINTS �.oN. T. S PAVEMENT SLOPES AWAY FROM THE CURB. �_oN. T.S C1. U1 N. T.S. �01N. T.S. NOTES: 2 (D) 1. THE PURPOSE OF THE STABILIZED CONSTRUC77ON ENTRANCE USE 18 (MINJ POSTS PER NOTES: D - IS TO AID THE CONTRACTOR 1N ELIMINA77NG TRACKING OF MUD 100 FT. OF LENGTH 1. GE07EX 861 AS MANUFACTURED BY S! ONTO PUBLIC STREETS. THIS DETAIL DOES NOT LIMIT THIS GEOSOLU]]oNS OR APPROVED EQUAL. RESPONSIBILITY. OTHER METHODS of SEDIMENT REMOVAL 2. RIP -RAP SHALL BE d5o = 6- ROCK SHALL BE IMPLEMENTED IF THIS DOES NOT ADEQUATELY SELECTION TO BE APPROVED BY ENGINEER REMOVE THE MUD. �' AND OWNER. p 4 2. CONS 7RUCT THE PAD WITH A 6" (MIN.) 7HICKNESS OF 2" J. ALL ROCK SHALL BE HANDPLACED AND 4 4 w TO 3" CRUSHED STONE. EXIST GROUND v IN A MANNER TO MINIMIZE VOIDS. J. ADD CRUSHED STONE TO THE PAD AS NECESSARY TO MAINTAIN 0 4 THE PROPER FUNC770NING OF THE PAD. 4-425- 10F 4. LOCA77ON TO BE COORDINATED WITH THE OWNER.-�r-_-_7 _------___-�r_____4 e ° _4 5. WIDTH SHALL BE 14-FT. FOR ONE-WAY TRAFFIC AND 20-FT.I I IIti + 4♦q4 ••4.•°4FOR TWO-WAY. BOTTOhI I I o © w a a a e .. ♦. e a ` I FILTER CLOTH a q. . • • 4 - ♦ 4 ° a G • . ♦ Q ♦ ♦ LLl ,�� �Q . TRENCH I 1 FABRIC .� `=► a Q c,, s .. a a •, • '• 4• • ♦ 4 4 ♦ e.4 •6. ♦ q e ��.. WOOD OR V• Y+ ....,i�4.: 4 q' _ ♦ i 4 w STEEL POST ♦. •• _ c .. ♦e .4e as A 4 4 a ' 1�0.1 ♦ '♦ +' a e' <j41O:'1 .a • ♦a' . a. ♦ � _ - '�,�( l Q a d -; - .4. ELEIVA TION V d 4. a.♦ , :aQL ♦• e 4 a e♦ 4 ♦d n.• a 4 FILTER CLOTH 2 x2" (MIEN.) HARDWOOD POST pads l�p� ,-� •• _ , z FABRIC -- LENGTH 48" OR 1.33 LB./FT. (MIN.) _ iw STEEL POST (STD. 0R U - SECTION) I WDTH - FACE OF CURB o D + LENGTH EXIST. GROUND LL fco PLAN w --�_ NOTES: MIN. 1. SILT FENCE SHALL BE PRE -ASSEMBLED 6" 1'-0» WIDTH d = 6" BACKFILL W/ f..! I AND INSTALLED IN ACCORDANCE WITH TYR COMPACTED SOIL i THE MANUFACTURERS SPECIF1CA770NS 1 NOTES: n 2. SILT FENCE SHALL HAVE AN APPROVED 1. IF DISTANCE IS LESS THAN 4'-0". THEN THE SLOPE OF BACKING OR A BUILT-IN REINFORCED THE FLARED SIDES SHALL NOT EXCEED 12. 1. 50' MIN. MIN• STRUCTURE AS RECOMMENDED BY MIN. DEPTH = 2(d�,) THE MANUFACTURER TO SUPPORT THE GE07EX77LE FABRIC. SECTION GE07EX77LE SECTION FABRIC r8"'� RIP --RAP APRON 5 CCESSIBLE RAMP s TEMPORARY CONSTRUCTION ENTRANCE 7 TEMPORARY SILT FENCE c2 01 N. T.S IQ �01A T.S C2.01 N, T• S C2.01 N. T.S REF PLAN CROWN NO TES. 2 X 4 CEDAR GATE FRAME POST POST POST ❑❑❑❑❑❑❑ ENCLOSURE W/ DIAGONAL BRACE q LINE OF & REMOVED PRIME COAT (DETAIL #1) 10126107 ❑❑❑❑❑❑❑ 1. AREA DRAINS SHALL BE CIRCULAR I X 4 CEDAR PLANKS p❑❑❑❑❑❑❑ PRECAST CONCRETE. WITH DECORA71VE EDGE MAX 6' D.C. DUMPSIER PAD ©REVISED PER FREDERICK COUNTY COMMENTS 10/12/07 ❑❑❑❑❑❑❑❑ ► 2. LADDER BARS SHALL BE PROVIDED 4X4 TREATED WOOD 000❑DODO PER OSHA REGULATIONS WROUGHT IRON HINGES & - 4' 0" 4' 0" POST(TYP)�s�nstoNs D,a� 6 DIA STL PIPE BOLLARD ❑❑❑❑❑❑❑❑ J. COORDINATES AND TC ELEVA77ONS GATE LATCH , - ,, - - , , - - I - - 1 GROUT SOLID, 4'-O" HIGH ❑❑❑❑❑❑ I _ i 1 k I I I t " O ❑❑❑❑❑❑�' TAKEN AT CENTER OF THE r I t I' 1 I ' ! I' I SET IN 18 DIA CONC FDN BY I _ s.. STRUCTURE. 1" DIA CANE BOLT W/ 8" LEG , ; I i i i ! i i 3' DEEP. _,\ ,� �__�� �_.\ "-" HORlZX2-6 LONG MIN2 i it I i ii I _� r r , r Cannon&Cannon,�nc 4. AREA DRAIN GRATES SHALL BE ► , �,! IConsulting Engineers • Field Surveyors NEENAN MODEL R-2501 OR EQUAL. MOUN17NG BRACKETS _ ;ii ii; _ ` r _ ;ii iii \ % 1 X 4 CEDAR PLANKS W/ _ 3,_3» •� ,-�,„ .� o " $ PLAN u u u u - X 4 WOOD DGE �ON' i-_.------ -- i I - i 1/2 EXP. JT.It 9724 xJng�ton Ply I 1 1 MATERIAL & SEALANT suite 11W, Franklin Square Telephone (" 67"555 I I I ! Kmvmflle, Tennessee 37922 Fmc (865) 6704 M AND BOTTOM I I l i I I 1 1 I I l i v~i i 6'X6' I I 6'X6' I 'a ' FACE OF EXIS71NG CONC 11 11 I I I I ! I I t Q I I I �I -� , .•,, •, CLIENT: i i i t I I r l t l 1 r 1�DUMPSTER - r" 'DUMPSTER I PAVEMENT THE COMMONWALTB COMPANY CURB 11 11 I I i 1 1 1 I I FINISH GRADE 1 1 ! I U U U U 1i iJ I I 1 1 w y:f; - z 1293 HENDERSONViLLE ROAD, SUITE 20 6" THK CONC SLAB i i i i o 4000 PSI CONC k `r 0 ASHEVIM, NC 28803 BRICK CEDAR RAIL 2 X 4WD W/ 6X6XW2.9XW2.9 L-------------- J L------------- _, ENCASEMENT :- <v TEL NO. (828) 277-5510 °p RISERS BETWEEN POST. CONNECT TO POSTS W/ 1/2" DIA. X 3" WWF 24" » 2" '-6' r, 24PROJECT: WOOD SCREWS 2 EA. CONNECT o PR. 4 -0 ODORS PR. 4'-0" DOORS 6" Sc H 0 GA Lv OUTLOT 7 - I STEEL PIPE FILLED a PREDRILL SCREW HOLES TYP. f�--'J-�! c__)j , I A I I 1 I n 1 I W17H 4000 PSI CONC. �,, z_' ROUND HILL CROSSING w GROUT Q a � w I I It PORTLAND I CEMENT ¢1 -0Y; : 'I GROUT EXIS77NG CONC CURB SECTION AND PAVEMENT ( COLOR TO BE SELECTED 1-0" FREDERICK COUNTY, VIRGINIA MIN. ! I 1 (AL7ERNATE) TURN DOWN SLAB 6 CONCRETE ., 3-1/2" X 9-1/2" STL TUBE 6 x6 w1.01Y1.4 WWF 6 PIPE BOLLARD CON77NUOUS AROUND (4000 PSI) LOCATED @ MIDDEPIH GATE POSTS EDGE OF PAD 1" DIA X 2" HOLE FOR LINE OF N. T. S DETAIL SHEET y� FINISH GRA, •l s z ' t r ' 4 CANE BOLT (TYP EA GA TE) DUMPSTER PAD DE 4 - 4 0 oqa� O o00 Q o CCI PROJFCf N0. 0o7o7-aoo2 00 0 CStJ fO� O C OO gC� 00 f� %� DATE SEPTINBER 6, 2007 `° p o 0o a C�oO °O oO r P.I.C. PHE JSD MMER DIuwN LIo Uc. No.38509 PROVIDE #4 DOWELS 4" AGGREGATE BASE'O rl 0 AREA DRAIN 6' O.C. 0 POST ADJ TO CURB 4 X 4 TREATED WOOD �. `; '' 1 DUMPSTER PAD � C2. of N. T. S PPOST,TYP. Fs ,�" C3*01 CONCRETE FOUNDATION 6 COMPACTED SUBGRADE 1. 0 N. T.S. 49/4 N � M FIBER ROLL 314 t x3/4" (MIN.) WOOD STAKE 8 D1A. MIN. 48" MAX. SPACING (IST, GROUND WOOD STAKE TO ONLY PENETRATE NETTING, ,� NOT CURLEX'MA TERIA L. FLOW �V Cf- N PROFILE TRANSTION TO A STEEPER SLOPE PLAN ANCHOR THROUGH NETTING (T?P.) CURLEX SEDIMENT LOG- . •..... • ,;`�:" STORM SEWER CURB INLET r S1lRF ACE FLOW D1ftECilON �P P1CAL) INLET PROTECTION TEMPORARY SEDIMENT LOGS (TYPE III) N. T.S. C C°G Exhibit C ' COUNTY FREDERICK m of REZONING REQUEST PROFFER ed Department nr Planning and Development Property Identification Number 52-A-B and 53-A-79 Gainesboro Magisterial District �„ s4avtc6s-s6s t y 10, 2003 FAX: 5401665.6395 WWW,LC. jJglininpry Malterl O, W. Clifford & Associates, Inc. Pursuant to Section 15.1 - 491.1 et, sad of the code of Virginia, I950, as amended, and the provisions of the Frederick County Zoning Ordinance with respect to conditional Attn: Charles Maddox, Jr, 117 E. Piccadilly Street, Suite 200 Winchester, VA zoning, the undersigned applicant hereby proffers that in the event the Board of Supervisors of Frederick County, Virginia, shall approve Rezoning Application g App ^ 22601 _for the rezoning of 7Q.9065 acres from Rued Area (RA) Zoning Dishid to the ITaghaay a RE: REZONING NO3-03, WWW, L.C. Property Commrarial (13-2) Zoning District, development of the subject property shall be done in conformity with the terms and conditions set forth herein, Dear Mr. Maddox: except to the extent that such terms and conditions rosy be subsequently amended or revised by the applicant and such be This letter serves to confirm action taken by the Frederick County Board of Supervisors at their approved by the Frederick County Board of Supervisors in accordance with Virginia law, Should this petition for rezoning not be approved by the Board of Supervisors then these proffers shall be deemed withdrawn and of no effect meeting of July 9, 2003. The above -reference application was approved to rezone 70,9065 acres whatsoever. These proffers shall be binding upon the applicant and their legal successor or assigns. from RA (Rural Areas) to D2 (Business Gcaeral) wi0trevised ptotr=. This property is located north and adjacent to Route 50. Approximately 1700 feet westoftheRoule37interchange. The properties Genetnli7evrlooa;Ien Pltus arc identified by Property identification plumbers 52-A-B and 53-A-79, and are located in the GainesboroMagiataialDistrict. The development of the subject property, and the submission of any Master The proffers that were approved As apart of this Mzoning application are unique to this property and `-' Development Plan shrill be in conformance with all pertinent County regulations and shall i` be in substantial conformity with the Generalized Development Plan, dated June 20, 2003, arc binding regardless of ownership., Enclosed is a copy of the adopted proffer statement for your sheet 5 of 5, which is attached hereto and incorporated herein by reference. recnids. _. . ,�trttpr�veantnts ' Please do not hesitate to contact this office If you have any questions regarding the approval of this rezoning application. The Applicant shall design and construct all roads on the subject property Sincerely, consistent with the County's adopted Round IM Land Use Plan for the area, and according to uniform standards established by the Virginia Department of Transportation (VDOT), and as may be provided in these proffers as illustrated on the Generalized Development Purr which is attached hereto and incorporated herein by reference. Abtr_ S. Kennedy Senior Planner L On U.S. Route 50 A new intersection shall be created to allow die relocation of VA Route 803 and to allow the inter m ion with a major ASK/bad collector mad serving the WWW site. Work involved with this item to include left turn lands on U.S. Route 50 westbound lane and eastbound lane within the miedian and right turn lanes Onto Route 803 "1) and the major collector (WDL). The intersection cc: Wilkins, In C, Robert C, Solenbtxgcr to be stoplight controlled. T1ae design for Route 803 relocatioin to be provided by Jerry Copp, VDOT Resident Engfneer owner. It is anticipated that the Route 803 relocation will be supplied by VDOT funding. The applicam will be responsible to insure that funding is in Sidney Reyes, Gainesboro District Supervisor'' place at the time of the initial site daveiopmc;it phase of the project since the Route 803 Jane Anderson, Real Pstnte* Marcus Lemasters, CIS relocation is a requirement for initial operation of the commeraal center. See item (1). em: George Kriz, Gafaesboro Ptnnning Commissioner' Charles Triplett, Gainesboro Planning Commissioner' 2. On U.S. Route 50, a new travel lane to be constructed on the north side the without proffers) of westbound lane therm the termination of the WMC (dcGracrge) proffer to the nuN*+..t+w.^+a�J�+l�rnuxxmenwww. Le...,r western knits of the WWW, L.C. site, See item (2). - ern u„cot, V1 Cr) tvinrh..enr vlra.nrn 7�lfil.Snnn (Atnised6120103) Pake I of g^d E66P-599-Qi5 arise pea ddr[� m`9 ga6iRn on to rnr REZONING PROFFERS — SHEET 1 OF 6 (1cotecimical Stidy no Applicant shall prepare a site geotechnical analysis And study for this site, as appropriate for the proper siting and design of improvements, prior to beginning construction of site improvements and buildings. onetaM_Contri Joa�ff�- 11mipactofDecoct men The undersigned, who owns the above described property hereby voluntarily proffers that if the Board of Supervisors for the County of Frederick, Virginia approves the rezoning for the 70.9065 acres, lying on the north side of U.S, Route 50 in the Gainesbom Magisterial District of Fmicrick County, Virginia from RA to B2, the undersigned will pay to Frederick County for the Round Bill Fire and Rescue Company the sum of $25,000.00, the Sheriffs Office the stun of $5,000.00 and the Adminf>trntion Building the surer of $5,000.00 for a total payment of S35,000.00, at the time issuance of die first building permit of the subject property. The conditions proffered above shall be binding upon the heirs, executors, administrators, assigns and successors in interest of the! Applicant and Owner. In the event the Frederick County Board of Supervisors grant said rezoning and accepts these conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County Code. Respectfully submitted, PROPERTY O WNER " By. k— By: 6716 ames R. Wilkins, Jr. - C. Robert Solenberger —� Date: 7/0 -3 Date: 05 ' STATE OF-VIRGINIA, AT LARGE FREDERICK COUNTY, To -wit: The foregoing instrument was acknowledged before me this o9 day of My commissI u expires 0 .2606 , O Notary Public (trued 6120103) Page 4 of 5 REZONING PROFFERS SHEET 5 OF 6 �REZONING PROFFERS SHfF7' 2 OF 6 2" TYPE I TYPE 1I TYPE N TYPE IV NORMAL 50 CM 30 CM 23 CM 15 CM DIAMETER (20 IN) (12 IN) 9 IN) (6 IN) LENGTH 3.05 M (10 FT) 3.05 M (10 FT.) Z 62 M (25 FT) 7.62 M (25 FT.) WEIGHT 13.62 KG 9.08 KG 11.35 KG 5.45 KG (f 109a) (30 LB) 1 (20 LB) (25 LB) (12 L8) NET OPENING 2.5 CM 2.5 CM 1.9 CM 1.3 CM EXAGONAL- M (1 IN) (1 IN) 75 IN) (.5 IN) APED) NOTES. 1. TYPE III SEDIMENT CONTROL LOGS TO BE USED FOR ENERGY DISSIPATION IN MILD CONCENTRATED FLOW AREAS, SLOPE INTERRUPTION. 2. SEDIMENT CONTROL DEVICES SHALL BE CURLEX*SEDIMENT LOG, AS MANUFACTURED BY AMERICAN EXCELSIOR COMPANY, OR EQUAL. 3. WHERE EROSION CONTROL 1S NEEDED BUT STAKING 1S NOT PRACTICAL, SECURE ROLL USING SANDBAS AT 2' C-C SPACING. r 13 ACCESSIBLE SYMBOL C1.01 N. T S 3. Two unsignalized intersections with U.S. Route 50 to be constructed at existing crossover points as sbown. This includes all work necessary to upgrade tlhe Landscape DEsi n Featu r crossovers to VDOT standards. Set item (3), The development of the subject property, and the submission of any Master 4. A major collector road with 5 lane connection to U.S. Route 50 and extending Development Plan shall include the following landscape design feature provided in these approzirnately 2900' to connection with the nutjor Collector to be constructed by proffers and as illustrated an the Generalized Development Plan dated June 20, 2003 which tdhae Winchester Medical Center. The time and phasing sequence of this road will be detzrmtined in the time of Master Developuiem Plan approval. Sec item is attached hereto and incorporated herein by reference. (4). A fifty foot (SO') landscaped green strip along the US Route S0 fro a portion ntag 5. of the site including an 8' hiker/biker trail, Internal parking, travelways and On VA Route 37 an additional travel lane with transition shall be added to the commercial structures shall not extend closer than 50' to front right of way line northbound on ramp, in order to accommodate the dual lane lets turd on-U.S, on U.S. Route 50. Inset of the GDP (sbeet 5 of 5) is an illustrative detail shown Route 50, eastbound lane constructed by WMC. for hof establishing a standard of quality to be implemented upon t espurpose f'n• Transportation items 1, 2, 3 and 5 shall be constructed doting the initial site development phase of flee project and shall either complete or bonded for A ten foot (]0) landscaped buffos area along the northCm property line completion prior to issuance of the first occupancy permit, In the event the u Wm6mtcr Medical Center has not constucted items I through 6 ice landscaped with white pine evergreen trees or an equal plant species, with white pines to be a minimum. of four feet (4) in height when planted and planted at ten contained their proffer of April 3, 2003 (as approved by the Frederick County Board of foot (10) intervals, (96) . Supervis0rs) then WWW, L.C. will cause' this construction to proceed sinwltnncously with items 12, 3 and 5 above so that all Route 50 and Route 37 on Site Development improvements contemplated by both of the proffers will be completed prior to "meet issuance of the first occupancy permit it WWW, L.C. All structures shall be designed 2a the fallowing standards: The applicant shall limit entrance connections onto U.S. Route 50 to three 1, MaLerws utilized for the facades of'the buildings shall include but not be ! points as shown on GDP. limited to concnetb masonry units (r—W brick, architectural black, dryvit, or Tye applicant shall prepRre a traffic other simulated stucco (EFIS), real or simulated wood and/or glass. generation estimate for uses established by the Site Dcvelopmead Plan to be submittedfor initial construction approval.ta the County. The combined tap $sue -don (ADT) shall not exceed 15,000 TPD (average 2All buildings within the development an the property shall b constructed *9 compatible Architcctirral lit le and materials and aignage for such buildings weekday volume) without further approval by the County. The actual trip generation film the project shall bein measured by Otte WWW, L.C. strati be of a Amer style ant; meter= 3u. with July Management annually, from data collected v May and , results duo plans l each year, and be available far review as ii Site plans and 3. All buildings within the prupert, steal! be developed as a cohesive entity, ensuring that building placement arehitec turd treatment, parking lot fighting, di VDOn1 subdivisions for future uses are submitted for review by VDOT and the County. Tate combined teethe impact from the 70 acre site is not to exceed 15,000 TPD landscaping, trash disposal, �: L°icular and pedestrian circulation and other development elements work together functionally and aesthetically. (a Pelage weekday vohrme) when current cum actual counts and proposed counts are added for Cumulative total 1f flitauanilntive total for any site plan at WWW 4. A single monument type sign shall be utilized near each project entrance (total,.y causes the total to exceed I5,000 TPD then it is ted dint the applicant sbaU not fide additional site plan applications until the County is' satisfied that of 3) to describe internal features. Sign height Shall be limited to 20' within the 50' landscape area along US. ]touu; 5D. Individual signs to be allowed per and manageable levels of service will exist on state or internal site ! roadRdeqways r ways. The SIC code sysfem and die IT}7 shall be ordinance requirements to a caomnce i;Adividual uses. On building signage to be the preferred sign type for.=ividuat uses. No other signs shall. be located utilized for the subject projections. The applicant ODA perform an updated TTA of the protect ons an U.S. Route 50 miffic within the 50' buffer area. and of the Route 50/Route 37 fnttrchange when jener teethe eneration from the 70 acre site ttaclics 15,000 TT'D (average weekday vohune. The County may revise this 15,000 TPD limit The Applicant shall record and include in each deed as well as provide Frederick County with a complete set'of Covenants and Restrictions pursuant to site design upward, without modification of this proffer agreement, should results of the TTA show that Additional loading is appropriate. developed and approved by Frederick County at the time of master plan The Apphcarrt Architectural Control Committee shall appoint an with responsibility for, insuinng strict i�rstoric r�va+t.,,, j t Adherence o the approved Master Development P PPro Inn ltuu, covenants and restrictions. ' The existing home (#469) to be characterized .by historical report prior to Property owners shall be notified of conditions relating to adjoining active agricxiltural operations, removal, (Revised 6120103 1 Pace 2 nr s i (Rcvis�! 6J20/03) Page 3 of 5 - REZONING PROFFERS -- REZONING PROFFERS -- SHEET 3 OF 6 — SHEET 4 OF 6 �. , ....vs .... �, WWW PROPERTY - _. , Gceenllzed Dc%TtGpment Plan _ 1 -Court nr Fted!1HYEA,nto �tJ''t•"� jurie Z-fa,?-(DOS SHEET 5 eREZONING PROFFERS SHEET 6 OF 6 U REVISED PER FREDERICK COUNTY COMMENTS 10112107 REVISIONS DATE Cannon Inc., Consulting Engineers e Field Surveyors 9724 Kingstan Pike Suite 1100, Franklin Square Telephone: (865) 670.8555 Knoxtrille,Tennessee37922 Fate (865)670-N66 CLIENT: THE COMMONWEALTH COMPANY 1293 HENDERSONVILLE ROAD, SUITE 20 ASHEVILLE, NC 28003 TEL. NO. (026) 277-5510 PROJECT: OUTLOT 7 ROUND HILL CROSSING FREDERICK COUNTY, VIRGINIA DETAIL SHEET �► k," rav'Jrvl tvv. 00707-0002 /9 DATE SEMEM9ER 6, 2007 STEPHEN�2 P.i.C.AD DRUMMER n DRAWNLED Uc. No.3M o�F C3.,02 s s�ON AL��� i) I 6 / •It ,NK) 82 p M � h 1 C 1 OUTLOT 7 52-A-J 2.11 Mt GAS METERS BLDG 1 RESTAURANT 4,800 S. F. ROPOSED GAS SEE BUILDING PLANS FOR CONT. LEC71?ICAL METER ENTER I 3» 1 , m LINE 1 STA, 0+00. 4 CONNECT EXIS1 TNG 6" SEWER TQ PRO OSED )12 \ \ CROCK WEIL MILLS DRIVE MANHOLE WITH FLEXI L� NEOPRENE 600T 8' , _ - \ b fO W TER77GHT CON (NEOPRENE) PA T10 1 . I \ 0 FCSA TO INSTALL ' I < \ \ \ SERVICE THRU METER \ \ j BOX ASSEMBL Y _ P - _ ~ `42�+ !c'S32'4`T25"4 : 37 < , 32.86' mil R=296.00 CONNECT TO 2" WATER LINE SEE DETAIL 2/C4.02. OPOSED 4" SANITARY END LINE 1 STA. 1+3221 PR INSTALL CLEAN -OUT SEWER LATERAL EL = 83210 A T CONNEC77ON 27 MIN. SLOPE SEE DETAIL 5/C4.02. / SA 4" r SA 4� (2) PROPOSED 45- BENDS PROPOSED 2" X 2" TEE --------------- -CUT IN PROPOSED TEE OR TAP. USE FIT77NGS AS REQUIRED TO MAKE CONNECTION. COORDINATE WITH LOCAL U.D. 2" PROPOSED 2" X 2" TEE / Tip 2" 'SEE BUILDING PLANS ` FOR CON SEE BUILDING PLANS BLDG 2 FOR CON RETAIL 9, 000 S.F. 25' INACTIVE BUFFER GAS METERS 60 P1 Y 2 SEE BUILDING PLANS FOR CONT ELECTRICAL METER CEN7FR 4 1V V',r oax METERS PROPOSED GAS ,n VIRGINIA STATE GRID SCALE: I" = 20' U= PROVIDERS WATER AND SEWER AGENCY: FREDERICK COUNTY SANITATION AUTHORITY P.O. BOX 1877 WINCHEST ER, VA 22604 (540) 868-1061 DEPARTMENT OF PLANNING AND DEVELOPMENT: COUNTY OF FREDERICK 107 NORTH KENT STREET WINCHESTER, VA 22601-5000 (540) 665-5651 DEPARTMENT OF PUBLIC WORKS: COUNTY OF FREDERICK 107 NORTH KENT STREET WINCHESTER, VA 22601-5000 (540) 665-5643 WIRGINIA DEPARTMENT OF TRANSPORTATION: EDINBURG RESIDENCY - LAND DEVELOPMENT 14031 OLD VALLEY PIKE EDINBURG, VA 22824 (540) 984-5631 POWER COMPANY ALLEGHANY POWER 346J VALLEY PIKE WINCHESTER, VA 22604 (540) 722-5852 TELEPHONE COMPANY VERIZON 404 HILLANDALE LANE W7NCHESTER, VA 22602 (540) 665-JI56 CABLE COMPANY.' ADELPHIA CABLE 1039 NORTH FREDERICK PIKE WINCHESTER, VA 22601 (540) 667-0364 GAS COMPANY.• SHENANDOAH GAS PROJECT SITE . ROCK,,", `HARBOR .' OURSE;: VICINITY MAP (1" = 2,000') STANDARD NOTES- 1. THE LOCATIONS OF THE EXISTING U71LI77ES SHOWN ON THESE DRAWINGS ARE APPROXIMATE. 7HE EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD BY CONTACTING THE UTILITY COMPANIES INVOLVED. 2. PROVIDE ALL NECESSARY PROIEC77VE MEASURES TO SAFEGUARD THE EXISTING U77LI77ES FROM DAMAGE DURING 7HE CONSMUC77ON OF 7H1S PROJECT. FURNISH ANY SPECIAL EQUIPMENT REQUIRED TO WORK OVER AND AROUND THE U71Li71ES J. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL CONTACT THE U77LITY OWNERS TO NOTIFY THEM OF WORK IN THE AREA AND REQUEST THEM TO PROPERLY LOCATE THEIR RESPECTIVE U77LITY. NOIIFICA77ON SHALL BE GIVEN AT LEAST THREE BUSINESS DAYS PRIOR TO COMMENCEMENT OF OPERATIONS AROUND THE U77LiTY. 4. U71LI77ES CAN BE LOCATED BY CALLING THE MISS U77LITY OF VIRGINIA ONE CALL SYSTEM, AT 1-800-552-7001. 5. TRENCH DESIGN AND SAFETY FOR PIPELINE CONSTRUCTION IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM W77H ALL APPLICABLE LOCAL, STATE, AND OSHA REGULATIONS 6. SEE ATTACHED DETAILS FOR PROPER INSTALLATION METHODS ----------------------_._._...,...--- - P.O. BOX 2400 ' ACTIVE BUF R WINCHESTER, VA 22604 L GE10 - - - = _ =ST -- _ = EXISTING STORM SEWER LINE (540) 869-1111 - ' - -SA- ' - - EXISTING SANITARY SEWER LINE 3 uGP EXIS77NG UNDERGROUND POWER uGT EXIS77NG UNDERGROUND TELEPHONE MISS UiIUTY OF VIRGINIA G EXISTING UNDERGROUND GAS LINE CALL BEFORE YOU DiG EXISTING SANITARY MANHOLE 1-800-552--7001 a EXISTING CATCH BASIN G G G G G E- EXISTING ANCHOR WRE S32'4725"W CUT IN PROPOSED TEE OR TAP. EXISTING POWER POLE - - � - - 0Ef1 TUN.Q.A�2QUffQ_ - - � EXISTING LIGHT POLE 493.31' TO MAKE CONNECTION. COORDINATE WITH LOCAL U.D. wv m EXISTING WATER VALVE _..1._,__>__ € ! 1 ._ ,_ I _j-,_.t ( � r i � � r � _ � � I � _._- _i____,_.. f `i � � E € � _ � ! .-_ .� � i _ d•_. i._ i ! •, -_ j _ _ i --t ��._ 17 € _l__ ... _s____. i __ _ ._�._a._._._ _.�.....: I._!_. �_._l_ € J _.. _ _..I__L..,_l_- .. t € _.1-... _ __i_..,.!_.�_.1._. ._L_ _ ._ �. L__l_. 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' !_L1..._'_.4 1 '. - .. _ - -' - .. .i. �_.1 - .1. _i i_. ;_ _..i_ I L, 1 ! _ I € 780 EXISTING FIRE HYDRANT - -- •- -• - PROPERTY LINE --• • • -•-W'-'- • • •-- PROPOSED WATER LINE ® PROPOSED WATER METER S PROPOSED SEWER LINE G PROPOPSED GAS LINE © PROPOSED GAS METER E PROPOSED ELECTRIC LINE 7FL PROPOSED TELEPHONE LINE FCSA CONSTRUCTION -NOTES- ®REVISED PER F.C.S.A. COMMENTS 11129107 1. THE AUTHORITYS WATER AND SEWER STANDARDS AND SPECIFICATIONS 9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXIS77NG LINES: REVISED PER F.C.SA. COMMENTS 11114107 ARE AVAILABLE AT WWW.FCSA-WAIER.COM. A) THE LOCATION OF THE SERVICE LATERAL iS TO BE COORDINATED REVISED BUILDING UTILITY CONNECTIONS 10/26/07 2. THE <y/ATER AND SANITARY SEWER PORTION OF THESE PLANS ARE W17H THE AUTHORITY'S ENGINEERING ASSISTANT. VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL. B) AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAiD ©REVISED PER F.C.SA. COMMENTS 10/12/07 J. THE CONTRACTOR SHALL ADHERE TO THE STANDARDS AND BEFORE WORK WILL BEGIN. C) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8 , 3/4" REVISIONS DATE SPECIFICA77ONS 1N EFFECT AT 7HE 71ME OF CONS7RUC770N. 4. THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR AND 1" WATER SERVICES D) FOR ALL 1-1/2" AND 2" WATER SERVICES, 7HE AUTHORITY INSPECTION BY UTNORIT?: 1NE A SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY 5. THE CONTRACTOR SHALL 77E-IN A NEW SEWER LINE TO AN EXIS77NG LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER = _ =Cannon &Cannon , ! n c. MANHOLE BY CORE DRILLING 7HE MANHOLE. VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. Consulting Engineers • Fieid Surveyors 6. WHEN AN EXIS77NG WATER (OR FORCED SEWER) MAIN iS TAPPED FOR E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. - 9724 KtngAon Pike THE INSTALLA77ON OF A NEW LINE. Ai) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL. 10. ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY suite t10o, Franklin Square Telephone: (865) 670-8555 KnowIlie,Tennessee 37922 Fax (865) 670-8866 (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY B) THE CONTRACTOR MUST MUST MEET ASSE STANDARD N0. 1015 OR f013 CLIENT. 1. MAKE APPLiCA77ON AND PAY DEPOSIT THB COMMON11F.ALTH COMPANY 2. MARK THE TAP LOCA77ON 11. ALL FIRE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE 1293 HENDERSONVILLE ROAD, SUITE 20 3. COORDINATE INSTALLATION WITH ENGINEERING -ASSISTANT. CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE ,ASHEVILLE, NC 28803 Z EXACT LOCATONS OF WATER AND SEWER SERVICES ON NEW LINES ARE STANDARD NO. 1048 OR 1047. ANY EXTERIOR, PRIVATELY OWNED FIRE LiNE TEL. NO. (828) 277-5510 TO BE COORDINATED WITH THE AUTHORITYS INSPECTOR. SHALL ALSO HAVE A FIRE SERVICE METER. THIS ASSEMBLY SHALL BE 8. THE AUTHORITYS MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALLED lMMEDIA TEL Y BEFORE THE BACKFLOW PREVENTION UNi T. RAD10 PROJECT: INSTALL ALL WATER METERS THROUGH 2" 1N SIZE. IT IS THE CONTRACTOR'S READ REMOTES ARE REQUIRED. O7 RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORREC7LY. 12. FCSA TO REVIEW THE MECHANICAL PLANS) FOR DESIGN AND MATERIAL HIII ROUND HILL CROSSING BEFORE A PERMANENT METER 1S INSTALLED. APPROVAL OF. 1) THE DOMES77C WATER METER AND ITS BACKFLOW A) THE METER BOX, WITH 17S FRAME AND COVER, MUST BE PROPERLY PREVENTION DEVICE, AND/OR 2) THE FIRE SERVICE LINE'S BACKFLOW FREDERICK COUNTY, VIRGINIA, ALIGNED WITH THE COPPERSE77ER. PREVENTION DEVICE. B) THE FRAME AND COVER SHALL BE SET TO FINAL GRADE C) THE DISTANCE BETWEEN THE TOP OF THE COVER AND 7HE COPPERSETTER SHALL BE BETWEEN 18 AND 21 INCHES SITE UTITITIES PLAN D) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER +r UU1 rtWJtUI Nu. 00707-0002 DATE SEP1EMBER 6, 2007 P.I.C. JSD 2 DRAWN _ LED SEER PROFILE SCALE. • 1"_ 20' HORIZ. 1 "= 10' VERT. C4. 0 1 top of manhole at grade in pavement areas general backfilf general backfilf 24" min. unless otherwise directed (top shall be set finished - _- - _ - .............. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING GODS V-6 clear 24" min. above grade in undeveloped grade opening areas) - - -- „skid cast in (ace access 2 custom setter door, centered in (meter by FCSA) " square ki s ass d ad6 q P ... thick _ - -- - _- - - ' " - ' - - ___ ' $ 8 _ 8" top (see note 1) varies meter interface around manhole 3/4" x 2" ' -- - - - - -- - unit see note 4 at ro ert line --2'max. ( ) p P Y � frame in developed a butyl joint � i 24" select 24" select (see note 2) standard flat top areas adjustment rin % 35" max. ' sealant backfilf backfilf for 4' diameter (11" max.) 24" min. in undeveloped areas concrete pad 18" manhole 4 ft -' 6" stone fil, - dia x 6" deep e finished grade 4" c h r 3/ concrete an c q bolts (4 each) �', • �+ • • _ boot b :. 4" stone >~ a'1/2finished O.D. concrete IntraFlow Low -Profile .• , ,,,�":: ASTMG150 4000z7zmN + grade Inside Drop stone 6" concrete 6" roadway box ----.. 2" CTS of eth lene 27" - 29" 3' riser section for 4' p Y Y diameter manhole psi •' 12" or 16" (tYp) , _ ° - ;: ,...- :a ;- .'. exterior of all sections ! '>>;%�; >'-`., ;�.:,:• •�';;:;:�:—stone tubing (PET) 200 psi 12" with cutouts to have waterproof • • 1" nominal size butyl ° STANDARD CONCRETE CRADLE w/ SS inserts at all 8 coating steel reinforced , 4 joint sealant applied min. connections .. •, polypropylene steps = between joints and on a multiple 3 ft general backfilf general backfll 'min. 3 I exterior side of joints to be • fastening .• • - minimum tugs e drop • joints are - �, •. - :sealeds. .._....--------...... - - - - - _ -- - - - _ - - - - - - - - _ 8 - _ - ----- 8 8 - 8" � 90 o 2 min. wt nng + . gasket variable 4-0 . •. a. - -- - - concrete 24 select 24" select backfilf ...................... ........................... 6 stone beddingsolid support blocks under custom setter • 5" pipe to manhole connection to ;Y y;.7 , f.•�.. . • backfilf a r :Y• : �.:: s, " -: 12 gauge solid insulated saddle with g 9 co er wire for line tracin PJ X FIP coupling and pp g, invert channel to be b flexible 3-0 min. Y rovide a smooth + ,,-� .}'• �: ,; ; : • : , - - ' fil, 6° ' corporation stop MIP plastic plug taped at 10 foot intervals water main NOTES: P :. 4-0' max. sleeve transition in to out, for • 2-0° all connections �'�;�s�-r; ,, :...; . top of bench to be •, a t •" = =' •.°� : ,•- .e �• + :. r 1/2 O.D. 'i-' ' ` precast invert or grout ;': > : ,,, bottom to form "'} ' .- D/2 '' H ;; �^ same elevation as , ° `' '- `' ' `y x k bail valve curb stop with PJ 1. Access door shall be by Halliday Products p _ - i' "`; ,• 6" to of pipe channel p p p •4. (CTS both ends with 2 or our approved equal: 1 ) + _ , .-• , •- �+ ..............................................._........................... ` stone 6" concrete fi" gate valve operating nut a) in non -traffic area - model no. S1 R3030 b) in traffic area -mode! no. H1 R2424 ♦.. _ a + { : • ; ; I, � '�. • • �' !-- • � 6 bedding stone - : •. - • CONCRETE ARCH CONCRETE ENCASEMENT 61, 2. Water service crossing street shall be encased in SCH 40 PVC or SDR 21 pipe. The piping shall _ * : • _ _" •• : ::: •• ............ . ..... ... ..... .. .... ... NOTES: ........................................................... 6" stone All backfill to be compacted to run from one foot beyond sidewalk, across street, 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation, 95% Of ASTM D6913 maximum to one foot beyond sidewalk. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of density. z 3. Install 12 gauge solid insulated copper wire (for line tracing) water proofing. 8 from Corp. stop to into the meter box I wrap wire around 3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout. NOTES Corp. stop; wire to be taped to top of PET at 10 foot 4. Skid pad to be placed around manholes located in shoulders of roads. intervals; come up into meter box; wrap around bottom of 5. Flat top shall be used if height from invert out to rim is four feet or less. Inside drop system manufactured by Royal Environmental Systems, Inc.. angle ball valve; terminate with 12" tail piece]. CUTOUT DETAIL Frame to be flush in top. 4. Meter interface unit requires 1 314" diameter hole. q fi. There shalt be a 0.20 foot drop in elevation through the manhole. (typical) 1 TRENCH & BEDDING r2__'� I 2" & 2" METER INSTALLATION rT� STANDARD MANHOLE 4 DROP MANHOLE C4.01 N. T S MAR 06 .�01 N. T S G4. O1 N. T S. G4.01 N. T.S. MAR 06 JUN 0 MAR 06 Valvco, Inc valve box assembly: lid: Figure No. 7 marked'SEWER' top section: Figure No. 7S26TO bottom section: Figure No. 1BOD24 concrete skid pad finished 18" dia. x 6" deep grade \ \V/ 4" stone Panella Model PA4SV-CSK (4") cast iron ©�© cleanout cap with standard gasket and brass plug having a countersunk square head vdo heavy wall brick base sanitary wYe sewer main 45° bend 45' stone All pipe and fittings shall be SDR 26 heavy wall sewer. ®REVISED PER FC.S.A. COMMENTS 11114107 © REVISED PER F. C. S A. COMMENTS 10112107 � �+ A N T Jr SEWER C'A,"i�'t�.tl OU d REVISIONS DATE �-o N. T.S MAY 06 =- cannon&Cannon,Inc. Consulting Engineers • Field Surveyors 9724 Kingston Pike Suite 1100, Franklin Square Telephone: (865) 678-8555 Knoxville, Tennessee 37922 Fax (865) 670.8866 CLIENT: THE CoMMoNWMTH COMPANY 1293 HENDERSONVILIIE ROAD, SUITE 20 ASHEVII1E, NC 28803 TEL. NO. (828) 277--5510 PROJECT: OUTLOT 7 ROUND HILL CROSSING FREDERICK COUNTY, VIRGINIA UTILITY DETAILS CCI PROJECT NO. 00707-0002 RR �r DATE SEPTE BER 6, 2007 P.I.C. P.I.C. JSD ;TE HEN�y [DRUMMER DRAW$ LED x. Uc. No.38509 cc 0 a C4e02 SS/ON AL �� PLANTINC 5UMMARY: 1) Zoning District Buffer - Full Screen (ZDB) A full screen includes a landscape screen consisting of a totally landscaped easement of at least 10 feet in depth. Wlthin the easement there shall be a minimum landscaping density of three plants per 10 linear feet, and they shall be at least four feet in height at planting and intended to reach a minimum height of six feet of maturity. There shall be at least three species of plants with the majority being evergreens and at least 1/5 deciduous. In addition, a full screen includes a six foot high, opaque hedge, fence, wall, mound or berm. Where natural barriers, topography or other features achieve the functions of the landscape screen the requirement may be waived by the Planning Commission. 415.31 LF 4113.51/10 = 49.33x3 = 14-TA1 Plants required = 148 Min. 4cl deciduous (1/5) Min. 75 evergreen (majority) Plants provided = 148 4cl deciduous v cicl evergreen . Note: An approximately 10 high slope is existing throughout the zoning district buffer. 2) Landscaping within the Parking Areas Interior Landscaping OP) / Parking Lot Islands 4 Continuous Raised Strips A minimum of 5% of interior portions of parking lots shall be landscaped for the purpose of / providing shade trees. Total interior parking surface = 38070 SF / Minimum 5% landscape islands = I,g34 SF Landscape islands provided = I,a55 SF I Shade tree required per 10 parking spaces 113 Parking spaces = 9 Shade trees required Shade trees provided = cl Perimeter Landscaping (PP) I tree required / 2,000 SF of Impervious area for the first 100,000 SF of impervious area I tree required / 5,000 SF of impervious areas over 100,000 SF Toto I impervious area = 55,015 SF / Trees Required = 2q Trees provided = 2a A three foot high evergreen hedge, fence, berm or wall shall be provided to prevent headlights / from shining on public right of ways and adjoining properties. OUTLOT 6 52-A-1 1.53 AC t (FIRST BANK) ZONING: B2 REINFORCED RUBBER HOSE AT FIRST BRANCHES #12 WIRE NON -GALVANIZED — ANNEALED - 3 SPACED AT 120 YELLOW FLAGGING - 2 PER WIRE REMOVE BURLAP, CUT & REMOVE TO 1/3 WIRE BASKET WATER SAUCER SET BALL 2' HIGHER THA FINISHED GRADE 3' MULCH LAYER BERM (3) 2x4 STAKES, 2'6' LON ABACKFILL WITH NATIVE SOI ty OR SOIL MIX AS NEEDED COMPACTED PLANTINGII. I SOIL AS NECESSARY L8418' � TPME 1" LArNTIN6 Not to Scale TREE OR SHRUB PLANTING ON A SLOPE NEW PLANTING 12' 12' GRADE MIN.' MIN.' ORIGINAL SLOPE w. REMOVE ALL TAGS, I�LU TIES, ETC. FROM SHRUB FACE FULLEST SIDE OF PLANT TO THE OUTSIDE OF GROUPINGS LOOSEN BURLAP TIES OR REMOVE CONTAINER SET BALL 3' HIGHER \ THAN FINISHED GRADE WATER SAUCER 3' MULCH LAYER BERM' 1 w3 IiIIII�U �= PLANTING SOIL - SEE SPECS. FOR PLANTING SOIL MIX COMPACTED PLANTING SOIL 2 SHRUB 11 LA:NTIN6 L-I Not to Scale PUNT SGHEDULE O � 4 l< PA TIO 3 GLET (PP) BLDG 1 RESTAURANT 4,800 S. F. 6 GLET (PP) Kq GwtiN Botmk4l Name Cxm Name He 601W Root Caved AGER 11 At -or rubrum 'October Glory' October 6 Red le 12'-14' 2' min. Brig / God. 5tra' trunk; dense, uniform branch ; matched BETN 25 Betula nicya heritage' Her River Bhch IT-14' 2' min. 130 / Cont. Matti -trunk dense, uniform branch • matched 6LFT 17 61edtsia trki adws hermis Thornless toast 12'-14' 2' min. 8413 / Cart. Straight trunk; dense, uniform branching; matched IL EN 20 Ilex 'Nelie R Stevas' Wlle R 5tevem MN 4' mIn. B4B / Cont. P4ranidal form, strakft trunk; dense, uniform braxhkg matched PINS 3q Frw 5trobus it Phe 4' min. B4B / Gait, amidal form, stra trunk; dace, uniform branch • matched cap lb Querns Ilos Wow Ook 12'-14' 2' mh. B4B /Gait. 5tra trunk; dense, uniform branch matched TSUG 40 T carladensis i 4' min. 646 / Gait. amidal form, stra' t trunk; dense, uniform brarchkq matched ULMP 12 Ulnlus olio Lacebxk Elm 12'-14' 2' min. I B413 / Cont. I etra trunk; dww, uniform branch • matched ILI7'11�l� 4 ULMP (PP) 0 AGER (IP) ♦M CROCK WELL MILLS DRIVE 3 ULMP (PP) I AGER (IF) + 4= �-12 AGER (ZDB) 20 I LEN (ZDB) J ZDB PLANT SPACING SHALL BE NANCY R. JOHNSON CONSISTENT TO PROVIDE I DEGID. T.M. 53-A-75 TREE AND 2 EVERGREEN TREES IN (RESIDENTIAL) EVERY 10 LF OF THE BUFFER YARD ZONING: RA LANDSCAPE NOTES: PLArNTINC LEGEND (1) All planting shall conform with 165-3513 of the Frederick County Zoning Ordinance (Plant selection, planting procedure ZDB Zoning District Buffer and maintenance). IP = Interior Landscaping PP = Perimeter Landscaping (2) Any plant substitutions must be approved in writing by the OF PLANTS Frederick County Planning Department. PLANT KEY (SEE PLANT LIST) (3) Evergreen trees in the ZDB need to be a minimum of 4 AGER (5Y four fact high at time of plantin� and deciduous trees in the ZONING USE ABBREVIATION ZDB need to be a minimum of 2' caliper at time of planting (SEE LEGEND) (4) Deciduous trees for the parking lot landscaping need to be a minimum of 2" caliper at the time of planting. TRACT 1 52-A-K 1 AGER (IF) PROJECT SUMMARY PROJECT ADDRESS: OWNER: outlot *'I Comonweolth Group - Roundhill Grossing Winchester Partners, LP Winchester, VA 500 Henley Street Suite 200 Knoxville, TN 374102 PROJECT INFORMATION: outlot Area = 2.11 AG +/_ LANDSCAPE ARCHITECT: Current Zoning = 5-2 Mr. Clay Mooneyy Proposed use = 15,80o SF Retall Shops Design Associates 12g3 Hendersonville Rd. Asheville, NC 2b803 (828) 2'77-1410 / 2'17-77413 fax - 5 ULMP (PP) 1 , I AGER (IF) u BLDG 2 RETAIL 9, 000 S.F. 25' ACTIVE BUFFER ,1 20 TSUG (ZDB) 19 PINS (ZDB) 12 aUEP (ZDB) CAROLYN R. TURNER T.M. 53-A-74 (RESIDENTIAL) ZONING: RA I VICINITY MAC' �r 001rPROJECT SITE / C :001453 %' SCAPE 8 GLET (PP) c� a'- a� _ /not, /il,Y.�WN »ten 12 BETN (ZDB) 0 10' 20' 40' 60' SCALE: 1 " = 20' WAL-MART BUSINE`. T.M. `, (BUS ZONII C!� c (U 0 o U LA O Z C) i; Cr-- = N co v N — N = v v N N 00 C) -C 00 X c% Q 00 IL tLL� W =w z Qn- <o z > -�-+ 0 L U L O U O ^O L.L Landscape Plan W `o v m a W W o ^o L 1 9/7I07