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Home My WebLink About02-09 Kernstown Commons Lot 3 - Movie Theater, Retail - Shawnee - Backfile (2)m INDEX 1. COVER SHEET 2. PLAN SHEET AND DETAILS UTILITY CONTACTS TELEPHONE: VERIZON 540-665-3156 ELECTRIC: ALLEGEHNEY POWER 800-255-3443 GAS: WASHINGTON GAS 540-869-1111 CABLE TV: COMCAST 540-667-0364 WATER: FREDERICK COUNTY SANITATION AUTHORITY 540-868-1061 SEWER: FREDERICK COUNTY SANITATION AUTHORITY 540-868-1061 CONTACT "MISS UTILITY" AT 1-800-552-7001 PRIOR TO COMMENCING WORK SITE PLAN0 : ,KERNSTOWN COMMONS LOT 3 FREDERICK COUNTY, VIRGINIA CITY OF 310 VACINITY MAP 000 Nerangis Properties 500 Pegasus Court Winchester, VA 22601 (540) 667-1322 DEVELOPER Nerangis Properties 500 Pegasus Court Winchester, VA 22601 (540) 667-1322 RESPONSILBE LAND DISTURBER CERITFICATION#: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THESE PLANS. PRE -CONSTRUCTION MEETING REQUIRED PRIOR TO ANY DISTURBANCE THE ENGINEER OF THIS PLAN MAY SERVE AS THE RESPONSIBLE LAND DISTURBER FOR REVIEW PURPOSES ONLY AND ASSUMES NO RESPONSIBLITY DURING ACTUAL LAND DISTURBANCE. LEGEND EXISTING FEATURES PROPOSED FEATURES 2' COUNTOUR ..................... ........................ WATER LINE 1' COUNTOUR ................................................. WATER METER EXISTING SPOT x {` ',� FIRE HYDRANT —� WATER METER A SANITARY LABEL WATER LINE .______,:,;_.,____. D SANITARY MANHOLE Q SANITAERY MANHOLE SANITAR PIPE SANITARY PIPE FENCE ;.x x......-x.......... ........... SANITARY LATERAL _0 C Q GAS LINE STORM STRUCTURE LABEL A 42 ELECTRIC LINE -----Lx------- STORM PIPE OVERHEAD UTILITIES RIP RAP POLE.. FIRE LANE SIGN �- TREE tag TREE LINE FIRE LANE SIGN LABEL Q CMP CORRUGATED METAL PIPE STREET SIGN DRAINAGE MH DRAINAGE MANHOLE STOP SIGN Q FH FIRE HYDRANT STREET LIGHT INV. INVERT CG-6 IRF IRON ROD FOUND REINFORCED RCP CONCRETE PIPE CG-6R SANITARY MH SANITARY MANHOLE CURB TRANSITION TELEPHONE MH TELEPHONE MANHOLE PROP.ELECTRIC —Ep— TRB TELEPHONE RISER BOX PRORGAS —Gp— TVRB TELEVISION RISER BOX LIGHT DUTY PAVEMENT 0 WP WOOD POST HEAVY DUTY PAVEMENT WV WATER VALVE ...................... DRIVEWAY 0 CONCRETE mLOTLINE--------- 2'CONTOUR 780, VCONTOUR PROPOSED SPOT 4903 TEST PIT REQUIRED PRIOR TO CONSTRUCTION AND DESCREPENCIES REPORTED TO ENGINEER. DUMPSTER PAD LOCATION LOC IN SITE PLAN APPROVAL NAME C q,Q DATE,3ti�� SITE PLAN NUMBER �G 00 1"' CV �O 1� M %C M M O M 00 L1 %0 C %C lmr %O Ln 0o � Lj_. L^ qqn- %C GV CV a� e s 3 � O LL_ a� C � CV 1 of 2 2009.002 SIP ff ; 0 X W tate� 81 ROW _ In f X O RD J \0 C� D`L 9'a0�` zn vmmmm*�\ . . . . . . . . . . . . . . . . . . R.............. .,^';%f'`r- r-• •`' ',l` , ,:^{ `RJGi OO\�\O QP� i; �Y' 2.::H6-E 104 g:i$':. 0\fir �S\ 0 PAS S�P� : 3.>><:> v ,.r 41 C j ................... I i '? \n ,- _.....� 1^\' .... W - hg'L 5\OO tl ................. -, - f 00 w" t= .............. ..:. -"" _ �� ................... .................... .......... 36. ......... F Y kCP III _.,...._ 33i .._............................_.._._. ,_{t}...3EE__........_._.......................' �',.. 3�° Rf... •+--�-• ..........____...._................... ............... ......... — _.__...... _ ......... .................�m� _... ..............._ `................._ .............. /- J (— i \\\ V\ V\ V\ V\ F1 17 I-T I-- J I ....... - - - ------ .......... F1 i M I IT! I ITI NO 1010-1\001 - I T1 TI ,I .Lot 9 I t: � � x.Lot 8 Ex. Lot 7 I """ IE Lot PAVEMENT SECTION HEAVY DUTY _ 12" SM9.5 -------- - -- - -- 4" B M - 2 5.0 8 21A SUBGRADE SHALL BE COMPACTED TO 95% NOTE: PROPOSED MATERIAL DEPTHS ARE BASED ON AN ASSUMED SOIL SUPPORT VALUE. ACTUAL MATERIAL DEPTH MUST BE CALCULATED BASED ON KNOWN CBR VALUES AND DESIGN ACCORDING TO 2000 PAVEMENT DESIGN GUIDE. THE TYPICAL SECTIONS WILL BE REVISED ONCE ACTUAL CBR TESTS OF COMPACTED SUBGRADE ARE PERFORMED 0' 50' 100' 150' 1 "=50' 6"X6" WELDED WIRE FABRIC SIDEWALK DETAIL SLOPE TO ALLOW FOR POSITIVE DRAINAGE WIDTH AS SHOWN ON PLANS SUBGRADE SHALL BE COMPACTED TO 95% 4" A-3 CONCRETE 4" STONE Ex. Lot 4 si E r I I /tl�l NOTE: GENERAL NOTES 1. COMPLY WITH S59.1-406, ET SEW. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT). 2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA). 3. CONSTRUCTION TRAILER, FENCING, PARKING, AND STAGING AREAS SHALL BE COORDINATED WITH AND APPROVED BY FREDERICK COUNTY. 4. CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION OF THE COMPLETED INSTALLATION OF THE UTILITY SYSTEM AND ALL OTHER IMPROVEMENT SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SURVEYING STAKE OUT. 6. ANY UNUSUAL SUBSURFACE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND OWNER. 7. HORIZONTAL ORIENTATION AND VERTICAL DATUM IS BASED ON VIRGINIA STATE PLANE 8. BOUNDARY INFORMATION SHOWN IS BASED ON PLANS AND PLATS PROVIDED BY CLIENT AND HAVE BEEN COMPILED WITHOUT THE BENEFIT OF A TITLE REPORT. 9. THE DESIGNER HAS ATTEMPTED TO SHOW ALL SUBSURFACE UTILITIES. HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT MISS UTILITY AND/OR NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO EXCAVATION. 10. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK. A ADJUSTED T T FINAL REQUIREMENTS F I IN AR A 11. ROOF DRAIN STRUCTURES SHOWN MAY BE DJUS ED 0 MEET N L 0 BUILDINGS. GS. AREAS DRAINING TO STRUCTURE SHALL REMAIN AS DELINEATED. IF AREAS MUST BE CHANGED, THE ENGINEER MUST BE NOTIFIED IN WRITING SO THE EFFECTS TO THE STORM SYSTEM CAN BE DETERMINED. INVERTS OF THE ROOF DRAINS MAY BE ADJUSTED, HOWEVER IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THE CHANGE WILL NOT CAUSE CONFLICTS WITH OTHER UTILITIES. 12. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE NECESSARY MEANS LIMIT SETTLEMENT OF STRUCTURES PLACED ON FILL MATERIAL. 13. NO OBVIOUS SURFICIAL EXPRESSIONS OF KARST DEVELOPMENT HAVE BEEN ENCOUNTERED ON THE SITE THUS FAR. UTILITY AND LIGHTING NOTES 14, ALL OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES AND ROAD RIGHT-OFWAYS. 15. ALL UTILITIES MUST BE UNDERGROUND. I NA S G GE 16. ALL SIGNAGE MUST MEET § 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE BUILDING INSPECTIONS 17. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 309, USE GROUP M(MERCANTILE) AND SECTION 303, USE GROUP A(ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2003. OTHER CODES THAT APPLY ARE ICC/ ANSI A117,1-2003 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES. 18. BUILDINGS WITH GREATER THAN 3 FEET OF FILL SHALL REQUIRE ENGINEER DESIGN ON FOOTINGS. FOUNDATIONS AND COMPACTION OF FILL. 19. CURB RAMPS SHALL NOT EXCEED 1:12 SLOPE ADN SHALL HAVE A MIN OF 36"D LANDING W/MAX SHOLE OF 1:48 UNLESS SPECIFICALLY MODIFIED IN THIS PLAN, SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PREVIOUSLY APPROVED PLANS FOR THIS LOT. THE REFERENCED PLAN IS "KERNSTOWN COMMONS - PHASE II SITE PLAN & OVERALL GRADING" DATED 10-08-08 WITH COUNTY PLAN NUMBER 53-08 AND APPROVED ON 10-30-08. SEE SITE PLANS #12-08 AND #53-08; KERNSTOWN COMMONS PHASE 2 FOR ALL OTHER DETAILS. STATUS 01-22-09 Client Review & 1st submissoin set 02-10-09 Signature sets to county PROJECT SUMMARY REVISION OF THEATER BUILDING ARCHITECTURE TO REDUCE THE NUMBER OF THEATERS FROM 10 TO 8 SITE INFORMATION PARCEL 75-5-3 ZONING B-2 CURRENT USE VACANT PROPOSED USE RETAIL, COMMERCIAL SET BACKS FRONT 50' FROM ROW SIDE N/A PARKING 5' Lot Description Area Area Floor Area F.A.R. Acres.+/- Sq.Ft.+/- Sq.Ft.+/- 3 Theater / Retail 7.30806 318,339 52,250 0.16 Parking & Loading Space Calculations Building #1 (Lot 3) Theater 900 Seats @ 1 space / 4 seats 225 Spaces Retail 8,000 Sq.Ft. 1 space / 200 Sq.Ft. 40 Spaces Retail 8,684 Sq.Ft. 1 space / 200 Sq.Ft. 44 Spaces 309 Required 401 Provided Hadicap Spaces Required 9 Provided 12 Loading Spaces Required 1 for the first 10,000 sq.ft. of floor area plus 1 for each additional 30,000 sq.ft. Total Floor Area 52,250 1 First 10,000 2 Area Over 10,000 3 Required 3 Provided J W 0 w rnrn .< o 0 C NO Q N I -� CV a 00 Cm Z �J 00 "4*- 1__� m %R M m O M 00 Li %o O AID v �o Ln 00 F— Lj_ CA I �j Ln Z �o O CV � N Lon CD Lz J O Ln W N I 4*0000000 U 0 C7 t�� w: r M V� w Q= Z Ir z ci N �� I e�0 /000#04 4444 CM z 0 U J -U) Q U Lu U) CC 0 O J 0 F Q _ z E -L �F- W Z o wU4_0 O(-DU 0 LL < w v = U� ZA-a LU 3: W oz Lu U Q E J L -- = U LL O Ise■ M� ■ . Q LU J Q U M 2 of 2 2009.002 SIP INDEX 1. COVER SHEET 2. PLAN SHEET AND DETAILS UTILITY CONTACTS SITE PLAN:0 'KERNSTOWN COMMONS LOT 3 FREDERICK COUNTY VIRGINIA CITY OF W1bCH EXISTING FEATURES 2'COUNTOUR EXISTING SPOT WATER METER , KWATER LINE SANITAERY MANHOLE SANIT AR PIPE FENCE , rr �. r ' GAS LINE ...... .�x ..... ` ELECTRIC LINE —Ex---- ��..... \ OVERHEAD UTILITIES �. z 310 � POLE.. i TREE TREE LINE ��, CMP CORRUGATED METAL PIPE DRAINAGE MH DRAINAGE MANHOLE FH FIRE HYDRANT ` ~ ' INV. INVERT ` IRF IRON ROD FOUND REINFORCED RCP CONCRETE PIPE 3� SANITARY MH SANITARY MANHOLE " TELEPHONE MH TELEPHONE MANHOLE ,., a . •_ TELEPHONE RISER BOX . _;• , ? TVRB TELEVISION RISER BOX �, � ��;��; �`�� WP WOOD POST WV WATER VALVE I F(-,FNn PROPOSED FEATURES WATER LINE -- WATER METER FIRE HYDRANT —0 SANITARY LABEL D B SANITARY MANHOLE SANITARY PIPE S— SANITARY LATERAL —p C Q STORM STRUCTURE LABEL A 42 STORM PIPE FIRE LANE SIGN -- FIRE LANE SIGN LABEL Q STREET SIGN STOP SIGN 0 STREET LIGHT CG-6 CURB TRANSITION PROP.ELECTRIC —Ep— PROP.GAS —Gp— LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT DRIVEWAY CONCRETE mLOTLINE--------- 2'CONTOUR TELEPHONE: VERIZON 1'CONTOUR 540-665-3156 VAC I N I TY MAP PROPOSED SPOT 4903 ELECTRIC: ALLEGEHNEY POWER 800-255-3443 GAS: WASHINGTON GAS 540-869-1111 CABLE TV: COMCAST 540-667-0364 WATER: FREDERICK COUNTY SANITATION AUTHORITY 540-868-1061 SEWER: FREDERICK COUNTY SANITATION AUTHORITY 540-868-1061 CONTACT "MISS UTILITY" AT 1-800-552-7001 �3[iT:iiiIK� uI�I�I��[�ll�[el�i►[iT:7:1 0 000000 0 Is 101 Nerangis Properties 500 Pegasus Court Winchester, VA 22601 (540) 667-1322 DEVELOPER Nerangis Properties 500 Pegasus Court Winchester, VA 22601 (540) 667-1322 ■ CERITFICATION#: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THESE PLANS. PRE -CONSTRUCTION MEETING REQUIRED PRIOR TO ANY DISTURBANCE THE ENGINEER OF THIS PLAN MAY SERVE AS THE RESPONSIBLE LAND DISTURBER FOR REVIEW PURPOSES ONLY AND ASSUMES NO RESPONSIBLITY DURING ACTUAL LAND DISTURBANCE. LOC TEST PIT REQUIRED PRIOR TO CONSTRUCTION AND DESCREPENCIES REPORTED TO ENGINEER. DUMPSTER PAD LOCATION 1»:161TAa0I-y0ki7►1 DATE SITE PLMI APPROVAL I NAME DATE_tl � SITE PLAN NUMBER ®--- pU Ii0LMT1_1111alto] C1Ni :09.1 w o0 NO Z N Q N d 00 00 d' CV %0 P-% CM %0 CM cvi C CM 00 Ln %-0 ®%6 q1q3- %0 Ln 00 I— LAB Q M Z ® ® .0 I— Q U .> Z C_ Of Uj U J ®}" E Q �_ Of LLJ ®}'U) U�LL:�EU o Q O Y > W W ® Z Q C .� QLU M a:LL W J Q CU 1 of 2 2009.002 SIP Instate ROW - - 77 000 yX00 : w• C RI \\ r >. f; F �.- f'r 10 I o t 1' r` f f :r f- ,- s. f 6 A Fly P O f frf O�P�a,F� F, pS :'' off F r.: f., ` R� PO \, QQ, ff o0 S� f` f fr 061 �f' ��P�' F,O 0 S0�S �O7�FiPQ 00 X LU f G 0 � /"0� 0,1F- 0 Cl ................ A gg �r ........... .................................... ............................... , ................... QR CV :. - �\ Qf�:� ��ti Sao ................ y E iz" Ei r .............. '�t �"'" f'� +.T L 1 ��..._� ...................� ................. ................. ��. E of_:� ................. � ....... - ............... ' _- XII - .... ....... LU �g t i 3 _ . � ........ _ ..... c n C €s t P. _.�. ,. }. ..��... "RC:III E .i3. i �3 ` {.. EE ''P 113 36 —...--• 36" kC 1. ... ........... - - ----- ...... MEMO 0 W; mmmm W m W - EmN m " x)) /. .r lot 9 41/ T1 .... ....... I TI 'n F1 F-1 FT FT T1 FITITI . ............. R\ - - - — E E E: i E i E i i "^• : : i i E i i i i E i c i i i i '• i I ----------- Lot xof x.Lot 7 � �� ~L�__. 6 �J 0' 50' 100' 150' 1 "=50' PAVEMENT SECTION HEAVY DUTY _ J ill SM9.5 -- - ------ - - -- 4" B M — 2 5. 0 8 21A SUBGRADE SHALL BE 6"X6" WELDED COMPACTED TO 95% WIRE FABRIC NOTE: PROPOSED MATERIAL DEPTHS ARE BASED ON AN ASSUMED SOIL SUPPORT VALUE. ACTUAL MATERIAL DEPTH MUST BE CALCULATED BASED ON KNOWN CBR VALUES AND DESIGN ACCORDING TO 2000 PAVEMENT DESIGN GUIDE. THE TYPICAL SECTIONS WILL BE REVISED ONCE ACTUAL CBR TESTS OF COMPACTED SUBGRADE ARE PERFORMED SIDEWALK DETAIL SLOPE TO ALLOW FOR POSITIVE DRAINAGE WIDTH AS SHOWN ON PLANS SUBGRADE SHALL BE COMPACTED TO 95% 4" A-3 CONCRETE 4" STONE G ................... ................ I ------------ w • �.•. fit x. Lot 4 14 `X r. :K _tRfw. ........... • `LAY!&........... NOTE: GENERAL NOTES 1. COMPLY WITH S59.1-406, ET SEW. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT). 2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA). 3. CONSTRUCTION TRAILER, FENCING, PARKING, AND STAGING AREAS SHALL BE COORDINATED WITH AND APPROVED BY FREDERICK COUNTY. 4. CONTRACTOR SHjALL FURNISH ALL MATERIAL, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION OF THE COMPLETED INSTALLATION OF THE UTILITY SYSTEM AND ALL OTHER IMPROVEMENT SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SURVEYING STAKE OUT. 6. ANY UNUSUAL SUBSURFACE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND OWNER. 7. HORIZONTAL ORIENTATION AND VERTICAL DATUM IS BASED ON VIRGINIA STATE PLANE 8. BOUNDARY INFORMATION SHOWN IS BASED ON PLANS AND PLATS PROVIDED BY CLIENT AND HAVE BEEN COMPILED WITHOUT THE BEINEFIT OF A TITLE REPORT. 9. THE DESIGNER HAS ATTEMPTED TO SHOW ALL SUBSURFACE UTILITIES. HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONJTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT MISS UTILITY AND/OR NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO EXCAVATION. 10. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS 0R ANY Y INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCHINCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DOE AT THE CON NTRACTOR'S RISK. 11. ROOF DRAIN STRUCTURES SHOWN MAY BE ADJUSTED TO MEET FINAL REQUIREMENTS OF BUILDINGS. AREAS S DRAINING TO STRUCTURE SHALL REMAIN AS DELINEATED. IF AREAS MUST BE CHANGED, THE ENGINEER MUST BE NOTIFIED IN WRITING SO THE EFFECTS TO THE STORM SYSTEM CAN BE DETERMINED. INVERTS OF THE ROOF DRAINS MAY BE ADJUSTED, HOWEVER IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THE CHANGE WILL NOT CAUSE CONFLICT'S WITH OTHER UTILITIES, 12, IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE NECESSARY MEANS LIMIT SETTLEMENT OF STRUCTURES PLACED ON FILL MATERIAL. 13. NO OBVIOUS SURFICIAL EXPRESSIONS OF KARST DEVELOPMENT HAVE BEEN ENCOUNTERED ON THE SITE THUS FAR. UTILITY AND LIGHTING (NOTES 14. ALL OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES AND ROAD RIGHT-OFWAYS. 15. ALL UTILITIES MUST BE UNDERGROUND. SIGNAGE 16. ALL SIGNAGE MUST MEET § 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE BUILDING INSPECTIONS 17. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 309, USE GROUP M(MERCANTILE) AND SECTION 303, USE GROUP A(ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/2003. OTHER CODES THAT APPLY ARE ICC/ ANSI A117.1-2003 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES. 18. BUILDINGS WITH GREATER THAN 3 FEET OF FILL SHALL REQUIRE ENGINEER DESIGN ON FOOTINGS. FOUNDATIONS AND COMPACTION OF FILL. 19. CURB RAMPS SHALL NOT EXCEED 1:12 SLOPE ADN SHALL HAVE A MIN OF 36"D LANDING W/MAX SHOLE OF 1:48 UNLESS SPECIFICALLY MODIFIED IN THIS PLAN, SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PREVIOUSLY APPROVED PLANS FOR THIS LOT. THE REFERENCED PLAN IS "KERNSTOWN COMMONS — PHASE II SITE PLAN & OVERALL GRADING" DATED 10-08-08 WITH COUNTY PLAN NUMBER 53-08 AND APPROVED ON 10-30-08. SEE SITE PLANS #12-08 AND #53-08; KERNSTOWN COMMONS PHASE 2 FOR ALL OTHER DETAILS. STATUS W 0 01-22-09 Client Review & 1st submissoin set 02-10-09 Signature sets to county PROJECT SUMMARY REVISION OF THEATER BUILDING ARCHITECTURE TO REDUCE THE NUMBER OF THEATERS FROM 10 TO 8 SITE INFORMATION PARCEL 75-5-3 ZONING B-2 CURRENT USE VACANT PROPOSED USE RETAIL, COMMERCIAL SET BACKS FRONT 50' FROM ROW SIDE N/A PARKING 5' Lot Description Area Area Floor Area F.A.R. Acres.+/- Sq. Ft. +/- Sq.Ft.+/- 3 Theater / Retail 7.30806 318,339 52,250 0.16 Parking & Loading Space Calculations Building #1 (Lot 3) Theater 900 Seats @ 1 space / 4 seats 225 Spaces Retail 8,000 Sq.Ft. 1 space / 200 Sq.Ft. 40 Spaces Retail 8,684 Sq.Ft. 1 space / 200 Sq.Ft. 44 Spaces 309 Required 401 Provided Hadicap Spaces Required 9 Provided 12 Loading Spaces Required 1 for the first 10,000 sq.ft. of floor area plus 1 for each additional 30,000 sq.ft. Total Floor Area 52,250 1 First 10,000 2 Area Over 10,000 3 Required 3 Provided `<W o 0 C:I o Q cv I _ J CN d 00 co "11I V cr 1%0 r--. M �O M C-im co o Ln 00 LL V 1 Sri "II \0 O cr .� N � Q `J o O L_ W J o � M W N J 1 , 111A 0 U co r��/ O pp ♦® aCQ O Cami♦ i -3c� �I is Z� Az AI o N 0�� /0 011144441 r Q CM z � II J p _ O �- b � U) CD _j > I® C_ � z E .Fr L w z w U O Q Y _ � LL w U Cn O)W w Z—O-�Lz L - = _ _ Q W J Q U U) 2 of 2 2009.002 SP I