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HomeMy WebLinkAbout013-95 Church of Christ at Mt. View - Back Creek - Backfile (2)THE CHURCH OF CHRIST OF WINCHESTER„ VIRGINIA PROPOSED GYMNASIUM AND SCHOOL BUILDING -ADDITION `PROJECT': 'GYMNASIUM AND'SCHOOL BUILDING ADDITION CHURCH OF CHRIST AT MOUNTAIN VIEW P. `O. BOX 2702 VIRGINIA2`604: .WINCHESTER,. 2 . . APPLICANT-: VALLEY BUILDING SYSTEMS, IN.C. FRONT .ROYAL BUSINESS PARK 490-r, SOUTH COMMERCE AVENUE FRONT ROYAL; VIRGINIA 22630 ( 703 ) 636-438`6 DESIGNER: PAINTER-LEWIS & ASSOCIATES 24 EAST PICCADILLY STREET WINCHESTER, VIRGINIA 22601 (703) 662-1565 ENGINEER: TIMOTHY G. PAINTER,, P. E. PARCEL INFORMATION: PIN: 75-A-12 SITE AREA: 29.3924 Ac. ZONING: RA -RURAL AREAS DISTRICT PROPOSED USE; CHURCH & SCHOOL CURRENT USE: SAME AS ABOVE ZONING'REQUIREMENTS: 0 GYMNASIUM &SCHOOL ADDITION SITE PLAN DENSITY: N/A: VON -RESIDENTIAL USE SETBACKS: FRONT: 60 Ft. (EX. ROADWAY) 45 Ft. (PRIVATE INGRESS/EGRESS) SIDE: 50 Ft. (RESIDENTIAL) 100 Ft. (AGRICULTURAL) REAR: 50 Ft. (RESIDENTIAL) 100 Ft. (AGRICULTURAL) ACCESSARY BUILDINGS: 15 Ft. BUILDING 'HEIGHT: 35 Ft. MAXIMUM PARKINGz 1 SPACE PER 3 Ea. FIXED SEATS IN MAIN ASSEMBLY AREA: (9'x20') or 1 SPACE PER EACH 4 STUDENTS BUILDING AREAS: EX. CHURCH 23,0`30 Sq. Ft. HEIGHT: 59'-0" W/SPIRE: PROP. ADDITION: 18,125 Sq. Ft. HEIGHT: 32'-0'°, 1.STORY TOTAL AREA: 41;155 Sq. Ft. PARKING REQUIREMENTS: MAIN ASSEMBLY: 820 SEATS: 820 FIXED SEATS/3 ->273.3 SPACES TOTAL REQUIRED SPACES: ->274 SPACES (9'x20') or SCHOOL: 200 STUDENTS 200 STUDENTS/4 -> 50 SPACES TOTAL REQUIRED SPACES: -> 50 SPACES SPACES REQUIRED: ->274 SPACES w/ 7 Ea. HDCP SPACES (1 Ea. VAN ACCESS) PROPOSED DEVELOPMENT`: GYMNASIUM & SCHQ!OL BUILDING ADDITION AREA; 18,125 Sq. Ft. 1 STORY HEIGHT = 32 Ft. PARKING PROVIDED: EXISTING: 2Qb Ea. PARKING SPACES (9'x20' TYP.) HDCP: w/2 Ea. HDCP SPACES (12'x20' TYP.) PROPOSED: 10 Ea. PARKING SPACES HDCP: 7 Ea. RECONFIGURED: HDCP SPACES TOTAL': ,� 0 Ea;. PARKING SPACES ( 9'x20' TYP.) W%7 E'a. HDCP SPACES (13'x20' TYP.) (1 Ea. VAN ACCESSIBLE SPACE - 16'x20') LOT COVERAGE: BUILDINGS/STRUCTURES (FOOTPRINT): EXISTING: CHURCH: 23,030 Sq. Ft. HOUSE: 1,200 Sq. Ft. BARN: 2,050 Sq. Ft. SHELTER: 6,000 Sq. Ft. PROPOSED: 18,125 Sq. Ft. TOTAL: 50,405 Sq. Ft. (1.1571 Acres) -> 3.94% PEN SPACE': N/A ANDSCAPING: NONE REQUIRED ENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND/OR THE COUNTY OF FREDERICK, VIRGINIA. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON U.S.G.S DATUM BY A FIELD SURVEY PERFORMED BY RITCHIE SURVEYS AT A TWO (2') FEET CONTOUR INTERVAL ADJACENT TO THE EXISTING CHURCH AND A 1 ( 1 ' ) FOOT CONTOUR INTERVAL AT THE ENTRANCE. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, IF APPLICABLE. WINCHESTER CHURCH OOF CHRIST AT MOUNTAIN VIEW COOUNTY OOmiju­ EDERICK. VIRGINIA INDEX TO COUNTY LOCATION WINCHESTER o MI.I(WINCHESTER) ',3�Mi. 7-0 I N4 ERC.tiANG£ o °. o As o, J �• :gym ; 0 n 1PAINTE�-LEWIS & ASSOCIATES 24 EAST PICCADIUYY STREET WINCHESTER, VIRGINIA 22601 (703) 662-1565 (703) 722-9377 VICINITY MAP 1 " = 2000' MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED AS DIRECTED By THE COUNTY OF FREDERICK, VIRGINIA FIRE DEPARTMENT. 2. ALL EXISTING FIRE LANES SHALL REMAIN. CLEAR ACCESS TO THE SITE AND BUILDING BY EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. 3. BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED. 4. THE PROPOSED FIRE HYDRANT MUST BE OPERATIONAL! PRIOR TO FINAL OCCUPANCY OF THE BUILDING. ), I' EROSION AND SEDIMENT CONTROL: 1. ALL EROSION ,AND SEDIMENT CONTROL, MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DIS:TURBING ACTIVITY. ALL WORK SHALL BE DONE. IN ACCORDANCE WITH THE CURRENIT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROIL HANDBOOK. 2. ALL WORK tHAII L BE DESIGNATED T CONFINED TO THE N A ED LIMITS OF CONSTRUCTION. FOR THIS PROUEC.T,, THE LIMITS OF CONSTRUCTION ARE DEFINED AS, THE AREA ADJACENT TO T.HE: EXISTING CHURCH AND BOUNDED BY THE ACCESS ROADWAY. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY ,(30) DAYS. THE CONTRACTOR .SHALL STABILIZE.ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END O)F CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE "FOR THE INSTALLATION AND MAINTENANCE OF ]ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INS'PEC:TED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENIDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL 'BE REPAIRED OR )REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETHON OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL, DEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL INSPECTION AUTH(ORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED AND MULCHED AS NECESSARY. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY DUST AT AILL TIMES. EXCAVATION AND (GRADING: 1. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - SITE FOR FUTURE USE. 2. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND']BE APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTECHNICAIL ENGINEER. 3. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 4. ALL ISLAND AIND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, GRADED AND RAKEIA, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. WATER SERVICE: 1. THE WATER SERVICE FOR THE PROPOSED GYMNASIUM AND SCHOOL ADDITION SHALL BE PROVIDED BY CONNECTION TO THE EXISTING SERVICE IN THE CHURCH. NO ADDITIONAL ODUTSIDE TAP IS TO BE MADE AT THIS TIME. 2. THE FREDERICK( COUNTY SANITATION AUTHORITY WILL INSTALL THE TEE AND GATE VALVE ASSEMIBLIES„ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE APPLICA7I'ION FOR AND PAY FOR THE COSTS OF THIS WORK. SANITARY SEWER: 1. THE SEWER SE:RVICE FOR THE PROPOSED GYMNASIUM AND SCHOOL ADDITION SHALL BE CONNEC'.TED TO THE EXISTING 8" PVC PRIVATE SEWER LATERAL, AS INDICATED ON THE PLANS. 2. THE FREDERICK( COUNTY SANITATION AUTHORITY WILL INSPECT AND APPROVE THE INSTALLATIONI OF THE SEWER LATERAL CONNECTION. THE CONTRACTOR SHALL PROVIDE ADEQUATIE NOTLCE TO THE AUTHORITY FOR THE INSPECTION OF THIS WORK. STORM WATER MANIAGEMENT: 1. NO STORM WAT'ER MA14AGEMENT FACILITIES ARE PROPOSED FOR THIS SITE. THERE IS LESS TIHAN A 5% INCREASE IN THE AMOUNT OF STORM WATER RUNOFF DUE TO THIS DEVELOPMENT WHICH WILL HAVE NO EFFECT ON THE TRIBUTARY WATERSHED. THE PROPOSED ADDITION AND PARKING AREAS INCREASE THE c VALUE TO 0.41 WHICH GENERATES A NET INCREASE IN RUNOFF OF 2.1 cfs FOR THE 10 YEAR STORM. (SEE CALCULATIONS BELOW.) PRE -DEVELOPMENT: BUILDINGS: 0.74 Ac. "c" VALUES: PARKING & DRIVES: 3.61 Ac. PAVEMENT & BUILDINGS: 0.9 GRASS: 25.04 Ac. GRASS 0.3 TOTAL: 29.39 Ac. c(pre) = 0.74(0.9) + 3.61(0.9) + 25.040..3) = 0.388 29.39 POST-DEVELOPMEN'r: BUILDINGS: 1.16 Ac. "c" VALUES: PARKING & DRIVES;: 4.05 Ac. PAVEMENT & BUILDINGS: 0.9 GRASS: 24.18 Ac. GRASS 0.3 TOTAL: 29.39 Ac. c(pst) = 1.160.9) + 4.05(0.9) + 24.18(0.3) = 0.406 29.39 tc = 20 min Q =c*I*A (cfs) 12 = 2.75 in/hr I10 = 3.9 iLn/hr Q2'pre (01.388)*(2.75)*(29.39) = 31.36 cfs Q10pre = (0.388)*(3.9)*(29.39) = 44.47 cfs Q2,pst = (0.406)*(2.75)*(29.39) = 32.81 cfs 010pst = (0.406)*(3.9)*(29.39) = 46.54 cfs Q2 Increase = 2.07 cfe (4.6'%) -> Minimal Increase Q10 Increase = 1.45 cfs (4.6%) -> Minimal Increase THE POST -DEVELOPED CONDITION INCREASE'S THE 10 YEAR RUNOFF 2.07 cfs FOR THE CHURCH PARCEL. THIS INCREASE WILL HAVE NO EFFECT ON THE OVERALL TRIBUTARY WATERSHED OF THE BARTONVILLE AREA. 2. ALL DOWNSPOUTS AND FOUNDATION DRAINS SHALL BE CONNECTED TOGETHER AND RUN AWAY FROM TH1E BUILDING, AS NEEDED, FOR POSITIVE DRAINAGE. PAVING: 1. PAVEMENT SECTION: THE PAVEMENT SECTIONS FOR THIS PROJECT ARE AS INDICATED ON THE PLANS. ALL WORK SHALL !CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMIENT OF TRANSPORTATION. ALL AREAS TO BE PATCHED OR TIE- INS TO EXISTING ]ROADWAY SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH CONNECTION TO THIE EXISTING PAVEMENT. LIST CIF D DRAWINGS SHT. 1 /3: COVER SHEET SHT. 2/3: OVERVIEW & LAYOUT PLAN SHT. 3/3: SITE PLAN �1 � »/r lffilf i liffIV1- -rNT TOPR COUNTY OF FREDERICK, ,Lid L_RICKK, VIf S)I`,IIA L 0U1S£ S 9RIA/, etal PIN- 74-A-71 D.B. 4.5J Pg. ,J5 ZONED.- RA USl� PASI(/RE LAND c I 00 `v v WR6YNIA PR/DE fRU1T PALY(£R.S INC. PIN- 75-A-2C D.B. 6.J0, Pg. 295 ZONED.• 9-.3 USE fRU1T PALYONG S52 V6'57"E 837.53' WS EX. WATER SERVICE i - -- i -- i i i i i WS i _ I I IEX. SHEL TER I I I THE CHURCH OF 011RIST OF WNCHESTER, t IRCINIA I PIN- 75-A-12 �J D.B. 555, Pg. 774 ZONED.• RA EX. ASPHAL T USE. CHURCH & SCHOOL LPAD AREA.• 29..J924 ACRES HANDICAP PARIGNG DETAM N.T.S. -HANDICAP SIGN HOCP SYMBOL (YELLOW) EX. POLE OD ao P to w EX. POLE COMMOMtEAL TH OF NRGYNIA I D/Yf90N OF MOTOR kfH/GYES I RN.' 75-A-2A I D.B. 477, Pg 149 ZONED.- 8-2 USE.• OfRcy I I S52001 '40 "E 475.320 I - - - - - -I - - - - - - - - - - - - N I - -�' PROPOSED IRLINE SIGN PROFILE I I SCALES: (H� 1" =50.0' V 1" = 5. Or EX. POLE ,_ 3 00 APPROXIMATE LOCATION OF I RELOCATED HOUSE. IEX WA TER LINE 100' Min. 60' I Min. I EX BARN I EX GUY WIRE II I I I I � t � Z Q Lxu EX. ENO WA - l EX SWRM EWER EX. POL I � 34.79 i4.89 I I 34.6 I + .59 +l4 85' I w MAINTAIN EX. 4'S *_74 7>> x�' 57 z SHOULDER WIDTH- ALONG TAPER. o V) 34. 4 51 +J4.7'1 0 F - • 4 I 4. +J4.5;5 Ir I _\ to EX POLE 3�2 �3R`s .. , 4 42 +34 use EX. POL\ EX. ASPHAL T DRIVE _ I I -- EX. SIGN , \ T ¢ 46 H �- EX. POLE EX. GUY _._ _ -�- -- HGH T . 7. 2' � � � - - M E - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX GUY WIRE EX. --�� - '- - POLE ____ -_._._ _____ _ _ EX_._ WELL ! -�' ---- �_ ------ ---- ----- - OPTIONAL TUR _LANE --- -FX ASPHALT DRIVE - - -- , 14. 3 / x 7.2 h_ 35 2 '5 lSL N19 TC I 2 TO B? REM VED •- + 4.44 +T* W/RE EX UTILITY ` ----_ - -- EX ASPHAL T DR/VE r, T & CROSSOVER EX. POLE - - - _ _ _ _ - -- _ - - - ____ -_ ♦� 3- \ - O l:.. -� HANDICAP SIGN DETAIL N.T.S. LINE TO BE -- - tit - w EX. POLE - - - -- - - - - - WlRE3 U Y ` ' I EX. Ct&G W '� Lj REL OCA TED. ` - -- - - - - -- �- - - - - - = +34.1. iA 11 �\ I / '-�---- - - EX. ASPHALT DRIVE - - ��EX. PO .��6 ,'. �.0 °° Y I V) _ _. EX 6 " CRAB :'� - \ ` I I ��\ 3 �E - - - E�GRA VEL DRl 17� - - - � APPLE TREE ram+ `,EX. 36 MA LE W I I 00 X HOUSE Q - - - �3' ` 4'4 I �N/ w (Typ.) t ` TREE I c _ *NOTE: PROP. TURN LANE & TAPER - LL J ` 10+ 77 I �,� F. 76. 68 ,� Ln ® --12" X 18" STD. ` " c� 1-112 ST RY J� THE EX. HOUSE IS TO BE REMOVED 8 21 -B STONE , + +3431 I Q O 3 T 0 J4..i0 � F.H. Ass I „ 0C � _U o I �P & RELOCATED AND THE EX. 3 BM-3 BASE COURSE so.o' 00 --12" x s" STD. p p a? 10+ 0 13+65.75 DRIVE SHALL BE ERADICATED 2" SM-2A SURFACE COURSE PROP. CG-7 0 O I F- STD. U-CHANNEL POST = y Q O 1 � 71 p RO Q Q -0 -PROP. GROUND j�� ® X C N c r0 RESET VED Z PARKING � � frl NOTES: - ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. • 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. VAN ARROW DETAIL N.T.S. EX. TREES & O WATER Ll 1 ea. 8" GV & Box AT THE TIME THE FUTURE PARKING , �� 14.0 EX. GU in X, „ 3 'C 3r4.12 r ^ V) SHRUBS TO B � WIRE �� 1 ea. 6 GV & Box AND DRIVE ARE TO BE INSTALLED. I A. V/ p n REMOVED __ 1 8"x8"x6" Cut -In 637.40' EX POLET � EX. POLE TEE & T. 2" SM-2A OVERLAY OF EX. ENTRANCE 3s.oco' t TO BE REMOVED SETBACK REQUIREMENTS:' D _ EX. 36 MAPLE FRONT: 60' + 34 �4 .z PROP. GYMNASIUM & SCHOOL J c� _ TREE (Typ.) SIDE: 50' (RESIDENTIAL) r 5!'- EX. SIG-' F.F. = 767.54 3 Y 100' (AGRICULTURAL) HGHT.: 32'-0" Q _ f�3+00 REAR. 50 (RESIDENTIAL) U 1 STORY w/ GYM c� 100' (AGRICULTURAL)4. ;'R - �"' I I Q AREA: 18,125 SQ. FT. zo w --- - �. EX. GRAVEL I 4ao"34� N USE. SCHOOL - NOTE: < SHOULDER FUTURE PARKING LOT AND DRIVE TO BE PAVED WITH THE TYPICAL PAVEMENT ___________-- -1 The bottom a the cuce, EX, TRAILER L.L. /� _ gutter may be constructed O SECTION AT THE TIME OF CONSTRUCTION. surface the slope of sob EX. HVAC T BE REMOVE / �„ ,+, Z,_o, sarfatx courses provided a � I (7 intmum eDt of 7 is UNIT & PA maintained.k / X WATER L/NE 642 42' .}• ACCESSIBLE C�Ile EX. POLE I' I I o This area may be concrete \ of the option of the contractor i ` I This curb shall be used when design When combination mountable curb and gutter ts ���� W► I� 31.50' -) �� EX AMP q /f/�' speed is greater than 40 MPH on used, the Standard Entrance Gutters or Standard Note: Comb curb 9 gutter having a radius Z PCB ? V1.5 ,� Rural highways and 45 MPH in Connection for Street intersections ore to have of paid f less labng lace of curb) snoll ** ERADICATE OLD STRIPING J �'� p 12+00Inc mouMoble curb configuration incorporated. be paid for as radial combination curb 9 _ Q developed Urban and Suburban gufler A� & INSTALL PROPOSED HDCP / EX. HVAC EX M �a�� - �_�� > area`. When this standard is to be ;led into existing This item may be precast or cost in place rJ LAYOUT AND MARKINGS. UNIT &PAD - - - pp _®s([�I+ i TO BE REMOVED TOP 38 0 _ -� s Orror the curb, tin standardsomode mode c'>- openings PSI -a000dprecast I sc Concrete ,o be Class A3 if cost in place, / INV OUT = 763.3 0 ___- & REL OCA TED "' _ >tI 13 -- EX F.H. p 11111 _ I S,AN 36 ¢ 8 PVC= -> CG 7 COMBINATION 4 CURB 81 GUTTER - - - - EXISTING CHURCH EX. LIGHT D --- 3 ®7 SEw SERI/ICe b's�®� EX. MH. VIRGINIA DEPARTMENT . ,a f '--- - -- -- "--"� F. F. = 767.54 i 0 U 429, l �' `+� TRANSPORTATION �p Go- _ - EX. LLGH1` - EX HGHT.: 59'-0" EX. WALK ----TOP = 742.73'`''a= - w SPIRE: 114 -8 E-X CANOPY � t - - - - Al INV. IN = 736.52 , AREA: 23,030 SQ. FT. f ® NOTE: INV OUT = 735.14 >_�,_ G1 t I E�Y, g5.5 -8' VC -- - - -- - USE: CHURCH & SCHOOL d4 % I I S/AN. SEW. S V10E EXISTING GRAVEL PARKING LOT SAN. SE�,y T'VC "-�".- tV ARROW TO BE POSITIONED AS SHOWN ON PLANS - z - > I L_ I EX. "LIGHT �11+00 - 0 TO BE GRADED AND INSTALL 2" ®1.979 SERVICE I ®I 1.199' EX MH, 72" 60" _ - - - Y Z BITUMINOUS CONCRETE SURFACE `�-=-ram, �-� f� 60" - COURSE, FINISHED AND COMPACTED. �I �Y EX. F.H. - - X. Q E ---- Y EX 7J , �, ` Q TOP = 735.16 I _ -- m INV. IN = 728.42 HALF TYPICAL SECTION II to IN_� p OF ENTRANCE W INV OUT = 728.35 I 21" so" _ -- _ _ sz N.T.S,CC O W, EX. POLE - s EX. F H. 0 1 3 w w LIGHT ` � LLJ 6 W - I j ( �-Of Uj - ©- EX WATER LINE I I I I i --30 10+00 �c 0 ' TO RADIgS CATCH POINT 14' EX. ROADWAY-16 --1 21" EXISTING ASPHALT PARKING L" - 1/4":1'-O" Min. I EX. PAVEMENT STRIPING KEY cG-7 .......... W .....:.:. ............................................................. 2" SM-2A TYPE B, CLASS I, YELLOW PAVEMENT MARKING, - EX. LIGHT I `r' ® \ ' ' ' '- ' ' 1 I I ELONGATED SINGLE ARROW. SEE DETAIL. O -- _ - 1� 9 �, _ I . LI IT 6EX. LIGH ® EX. LIGHT _� ;. ,. " - , Ilto W 1 p� I I i � � � � � � _ "1 12" 8" 21-B I x I VIJ COMPACTED SUBGRADE EX GRAVEL \ I SHOULDER EX WA TER I VA UL T I t ® I EX WA TER LINE EX POLE 8„W 8 W � , EX POLE N52b6'00'W 56& 51' 50 0 50 150 JAMU Al ME3SYGY( GLADDEN DUNN PIN- 75-A-17 PIN' 75-A-16 D.8...J74, Pg. 5 0. B. IB1, Pg. 599 Scale - 5 O f t ZONED.• RA ZONED.• RA USE• PASTURE LAND LIE- VACANT 433.01 ' EX. GU Y -:T WIRE EX. POL N51057'25 "W 252. 67' N52 007'23"W 522. 92' I RAY BROWN N£1H£RS GLADDEN DUNN PIN- 75-A-19 PIN- 75-A-14 D.B. J01, Pg. 541 D.B. 175, P¢ J69 ZONED.• RA ZONED.• RA USE• RESIDENTIAL 11Z.- Rt.900V17AL z W z O U O oQLLI Z� z73 z _jz - z in Q ___1 IZ w J I- F U w O a V) 2 U O U U W S Q z O M En W W LL. z 1- X W D O 61 w O 4' (o ON 0 N Ln Ln >' 0 Cb C 0 rn CL rn V) � 0 N Wtzi w N Q_4 ai QI0 OI Z Q a- F_ W ir a_ M U Q W z Q Q z S n U U W W LO I- (D Lo0)(0 I 100 (0 N c0 I'l- N ,-..•. CD ►') 1 c0 O O .. r_ o a� a1 C C 0 0 -C s X 0- QQ a� a1 LL P�,Lzx 0. TIMOTH4. PAINTER No.18260 4 rRMrONAL _ SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: PL & A 95-0101 SCALE: 1" = 50.0' DATE: SHEET: 01-25-95 2/3 CL EX. ASPHAL T DRIVE 1 j \ / / EX. GU Y �\ I ,� z >- 59. B / WIRE �-- _ ^ ': m i l 10 R z'2 o ------------------------ -- - � --- - ---- \ EX. POLE �'R =�--- o o of - - - - r OPTIONAL TURN LANE -+ F Q EX. POLE--- ------------ - I v1 -- -- - - _ - ._ _ - _._ - _ AND CROSSOVER. o LL CY / 62B / \ 3' CURB NOSE -DOWN I ------------ --------�-------------- w EX. WELL 5'R/ �'R Q EX. POLE ------------__-- cn � Z Z o X 61.5 \ �- \ EX. ASPHAL T DRIVE \ k 622 62.4 SF = Q w / \ ham' % x x m J X ' CL 6 : c 62.4 " 63.4 h ' / 3.s f 5 O'R ' CI 3.8 �•- -- SF - -- ---- x Tp SF 3.6 \ 90.0' \, `rJ &SF EX. GRAVEL DRIVE �, c°o + BUS TRAFFIC 20' \ / cc - - Q� OJ� o SECTION \ i + '1`' Q EX. 6" CRAB 61.6 F�: x 4.¢ +66+� \ APPLE TREE F2 - \ EX. H USE O� R O gb +-�-� Ts� Ps �Mu�--•• F. F. t 767.6>_R \ (TyP) 2' URB CUT *1.7 2 63.0 6 . 2 63.6 2 64. h I 11.7' 62 'O \ 1-1/� STOR �� I S10P S10P - � I I / 2 PRO . ONE-WAY tQ s2.s / R 2 \ EX. APLE ss a 64 r, 5 3tQ 62. ROW (Typ.�- \ TREE Q 00 61.s 61.6 O \ B3 I *NOTE: I 20 EX. PORCH THE EX. HOPSE AND BE REMOVED >< p � 1 ea. 8" V & Box to) 4' C C. WALK O �' " & RELOCATE D AND HE EX Z 1 ea. 6" GV & Box O i' s5 8w 4.00' \ 65 7 1 8 x8 x6" Cut -In DRIVE SHALL BE ERADICATED 64 TEE T.B. AT THE TIK4E THE FUTURE PARKING 125.00� �� 4 AND DRIVE, ARE 'TO BE INSTALLED. 0 Z i WATE LINE I THE DRIVE! AND (PARKING AREA SHALL Q EX UTILITY g � tv BE PAVED WITH 'TYPICAL PAVEMENT >< a LINE TO BE -~ EX. TREES &SHRUBS H. Ass o E 3¢' M IPL �� SECTION AT THAI> TIME. a" REL 0CA TEO. TO BE REMO VED of THE ' (Typ.) Q� I W J \ / V) W / z J - LLI\\ 67.0 TO E REMOVED �O 3 �� , , �� PAVEMENiTN. s DETAILS o NOTE: l / WIDEN LANE, AS NEEDED, < 19.00 9.00' Z f � CJ o \ _ tO 65. / 5 R (� USING BUS LANE SECTION, Y / ~ O `n ` / OR MATCH EXIS,YING WHICHEVER �i 133 0 � EX. POLE � E WIRE Y 67.0 6 / � � BUS TRAFFIC TYPICAL SECTION STRIPING KEY i- ' IS GREATER. 62.5 g � � ,-' TO BE REMOVED W 12.8' 45" �O / l' STAIR WALL __ __ 2.5" SM- - 2" SM-2A - TYPE B, CLASS I, YELLOW PAVEMENT MARKING, O I , I \ - SURFAOURSE SURFACE COURSE 4" WIDTH, LENGTH AS SHOWN ON PLANS. Q i CL a / - \ 3Q CC f O IN IN 760.4 O2 TYPE B. CLASS I, YELLOW PAVEMENT MARKING, 13.40 O PROP. GYMNASIUM SCHOOL C.O. --- N 12' 1- 8 21-A 12" WIDTH, LENGTH AS SHOWN ON PLANS. J J / O N N N / = a TYPE B, CLASS I, YELLOW PAVEMENT MARKING, Q I Q I I X I I I ^ / F.F. 767.4 C.O. ELONGATED SINGLE ARROW. SEE DETAIL ! _ / c� ca c� HGHT.: 32'-/0" - - -- - --- COMPACTED SUBGRA E - - �� COMAPACTED SUBGRADE - - / �' 1 STORY v GYM o L=1- Q / Q 10.0' 3 .00 o' 22.00 0' ---- - - / I IT�111- 9 AREA: 18,125 S�Q. FT. � 9.0 44`00' ' LIJ/ /\/ ss.8 s7.3 USE: SCHOOL 3 NOTE: I Q ARROW DETAIL BUS TRAFFIC P VEMENT SEC1fION TO BE INSTALLED U ARROW TO BE POSITIONED AS SHOWN ON PLANS > O C// I a C.0 RAFF-70, IN THE BUS LAE AND TAPER TO THE END OF THE CURB RETURNS. Z MP ro '� , Q Z O / J THE TYPICAL PAVEMENT SEC1rION SHALL BE APPLIED U ~ 72" ' a- / I V) Y / ( TO ALL OTHER ;'PAVED AREAS;, EXCEPT IN THE MAIN ENTRANCE. lO V 60" 63.8 y Z / / _ 5 i 5" h- i 67. 7.4-4 � 0 I 0 w / -- / 126.00' V 0 21" 64.5 0 / BASE U 140'-4" dia. PVC � j / o j Ln �; 5' 16 94' O3 00 LINE SAN. SEW. LAT. f cp Y CC 1/10'R 66. 67.3E I ® 2.08% C� W O 12 64.8 BP j Uj V + ® SLDEI►AL K DETAIL 3 M O " N.T.S. 20.00' W Y. `] EXP. JNT. MATEF� AL 4'- 0 Im TYPICAL TRAFFIC 8641 ---`- - (FOR CURB INSTALLAITIION) (OR AS SHOWN ON PLANS) Z_ Q W ' '�67.0 67.3 N � Q 5,. SECTION 655 SECTION � � � SLOPE 1 4":1' Q / 20'R 1 IPO' *6 C. O� _ %aD�- W 60" CiE 71O'I- TS PS MU N�- 0 67.3 6? s6.o �w 7- r PROPOSED LIJ c� Z ss.7 66.8 y�P I 6' CAR TOP O O / 3.5 E 5 TEPS _ 1. � 0 BE REMOVED � ** ERADICATE OLD STRIPING �G EX HVAC o 1 GO EX RAILER 4j CG-2 CU B (Typ.) -...) 21 "I--- �1 UNIT &PAD N � -'c' / u / & INSTALL PROPOSED HDCP �� 67. 25 00' TO B REMOVED w 4" CRUSH D STONE LAYOUT AND MARKINGS. �(� 66.8 67 �+ 67.4 '� 67.3 67 EX. HVAC (3000 psi) 4" CONCRETE (Min.) 0 / \ 1 / \UNIT &PAD / x6"x1.4/1.4 WWF (1.5" CLEAR Min.) h p EX. H VA C 63.3 ��� 31. 50' UNIT & PAD 6s 2 sa. 7 �4 O (Verify) 0' TRANSITION// / HDCP 2 Hr. FIRE TO BE REMOVED � , RAMP SEPARATION WALL & RELOCA TED o r �O EX. MH. = =: = _ '' c0 � TOP = 767.38 -___= N ' lNV OUT = 763. �, Z:z= ^�0 / FINAL SITE PLAN �� a�i N Lo _ -- - I i o0 MIV. IN = 757.5 = � _ - lJ - Lb cnNNo EX. RAMIE \ \ �= _ EX. 361.4'_ >, ° � N cv / 0 BE RE 0 VED _ ' = = _ _ / SAIV 8 �' VC a� _ .� .� QD �'{, - _ - SERVICE o "� M E L O Or. _ 1 _ . . F.H.__ o s s x - I w-C a a Q NOTE: N E I� EX. CAR STOP EXISTINp / r1 GRAVEL PARKING LOT 3 `- _ (T�) EX. LIGHT _ -- I� _ f TO BE ,GRADED AND INSTALL 2 EX LIGHT t- - W p BITUMINOUS CONCRETE SURFACE _ N EXISTING CHURCH I i ? ^�O COUR$E, FINISHED AND COMPACTED. F.F. = 767.54 z Q� HGHT.: 59-0), - - - - Cr - IWALK_t Q -- w SPIRE: 114 - 8 I - - - - EX 't--- EX. Q AREA: 23,030 SQ. FT. I I CAR sroP ~ I 19 I I'(Typ.) EROSION &SEDIMENT CONTROL KEY USE: CHURCH & SCHOOL a ,pLTH 0�,y , I EX. LIGHTCL L w I 00 _ EX. LIGHT J ! u / r, v TIMOTHY O. PAINTER > No. 18260 'ram j S70NAL r� SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: PL & A 95-0101 1 - -- 24 F5 ©5 w j %s- 3 34 20 0 20 60 SCALE: \ / I _CIDI 1„ = 20.0' - i - ** ERADICATE OLD STRIPING & INSTALL PROPOSED HDCP 1 / LAYOUT AND MARKINGS. ; \// � . 1 - ' S C G l e 1 = 2 0 f t 01-25-95 _ ___,, >> DATE: SHEET: __- I 3/3 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE (;E 3.05 SILT FENCE $F X k -X- X 3.31 TOPSOILING 3.32 PERMANENT SEEDING ps PS- 3.35 MULCHING MU MU I-- 3.38 TREE PROTECTION