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HomeMy WebLinkAbout22-99 Winchester Church of Christ at Mountain View - Back Creek - BackfileTHE CHURCH OF CHRIST OF WINCHESTER, VIRGINIA PROJECT: PROPOSED MODULAR CLASSROOM CHURCH OF CHRIST AT MOUNTAIN VIEW P. 0. BOX 2102 WINCHESTER,, VIRGINIA 22604 (40) 869-22.44 DESIGNER: PAINTER-LEWIS & ASSOCIATES, 24 EAST PICCADILLY STREET WINCHES:TER, UYRGINIA 2260' (5- ©) .5fi2-1.565 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': DENSITY., N/A: NON-RESIDENTIAL USE SETBACKS- FRONT: T: 60 Ft. EX. ROADWAY 45 Ft. (PRIVATE INGRESS/EGRESS) SIDE: 50 Ft. (RESI.DENTIAL) 100 Ft. (AGRICULTURAL) REAR: 50 Ft. (RESIDENTIAL) 100 Ft. (AGRICULTURAL), ,ACCESSARY BUILDINGS: 15 Ft. BUILDING HEIGHT: 35 Ft. MAXIMUM PARKING: 1 SPACEPER 3 Ea. FIXED SEATS IN MAIN ASSEMBLY AREA: ( 9' x2D' ). or I SPACE PER EACH 4 STUDENTS BUILDING AREAS: EX. CHURCH 23,030 Sq. Ft. HEIGHT: 59'-0" w/SPIRE: 214-'8' PROP. ADDITION: 1.8,125 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* 20.0 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: PROPOSED, MODULAR CLASSROOM AREA: 1,440 Sq . Ft. 1 STORY HEIGHT = 16 Ft. PARKING PROVIDED: EXISTING: Fggt Ea. PARKING SPACES (9'x20' TYP.) HDCP: w/2 Ea. HDCP SPACES (12'x20' TYP.) PROPOSED: 9to Ea. PARKING SPACES HDCP: Ea. RECONFIGURED HDCP SPACES TOTAL: ,Ea. PARKING SPACES ( 9'x20' TYP.) w/e Ea. HDCP SPACES (13'x20' TYP.) (0, Ea. VAN ACCESSIBLE SPACE - 161x20') 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. CLASSROOM 18,125 Sq, Ft. PROPOSED: 11440 Sq. Ft. TOTAL: 51,845 Sq. Ft. ( I. 1901 Acres) - > 4.05 % OPEN SPACE: N/A LANDSCAPING: NONE REQUIRED GENERAL 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. EROS.ION 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 CON:STRU'CTION. 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. INDEX TO COUNTY LOCATION WINCHESTER 4 ML�(Wj-NCWES:TER)3 Ml, TO (N: ENC:tiAwGE-- o . It ai 51 7 z e r� S. O i �� ;✓ �IC h 0 L p 4 Y 0 PAINTER-LEWIS & ASSOCIATES 24 EAST PICCADILLY STREET WINCI-IESTER, VIRGINIA 22601 (703) 662-1565 (703) 722-9377 VICINITY MAP 1" = 2000' A CONSTRUCTION TER. EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION•AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS T14E AREA ADJACENT TO THE 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 (1) DAYS AFTER THE END OF CONSTRUCTION. 4, THE CONTRACTOR SHALL BE RESPONSIBLE -FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTAT'IVE.. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY.. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMA•NENT'ERQSION AND ,SEDIMENT' CONTR'OL:MEASURES SHALL BE INSTALLED: AFTER STABILIZATION- THE TEMPORARY EROSION 'CONTROL DEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL'. BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILLZED, 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 I'S, THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALL TOPSOILL SHALL BE .EXCAVATED fiO ITS FULL DEPTH AND STOCKPILED ON - 'SITE FOR FUTURE USE. FILL MATERIAL, IF NECESSARY SHALL BE OBTAINED BY TH 2. ALL BORROW I L E , , E 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 GEOTECHNICAL ENGINEER. 3• NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. SHALL RECEIVE A MINIMUM OF 6 TOPSOIL, 4 . ALL ISLAND- AND LAWN AREAS AL C M GRADED AND RAKED-, 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. 3 ADDITIONAL OUTSIDE TAPS 5Kk -BE MADE AT THIS TIME. 2. THE FREDERICK COUNTY SANITATION AUTHORITY WILL INSTALL THE TEE AND GATE VALVE ASSEMBLIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE APPLICATION FOR AND PAY FOR THE COSTS OF THIS WORK. SANITARY SEWER: 1. THE SEWER SERVICE FOR THE •PROPOSED GYMNASIUM AND 'SCHOOL ADDITION SHALL BE CONNECTED TO THE EXISTING 8" PVC PRIVATE SEWER LATERAL, AS INDICATED ON THE PLANS. 2. THE FREDERICK COUNTY SANITATION AUTHORITY WILL INSPECT AND APPROVE THE INSTALLATION OF THE SEWER LATERAL CONNECTION. THE CONTRACTOR SHALL PROVIDE ADEQUATE NOTICE TO THE AUTHORITY' FOR THE INSPECTION OF THIS WORK. STORM WATER MANAGEMENT: 1. NO STORM WATER MANAGEMENT FACILITIES ARE PROPOSED FOR, THIS SITE. THERE IS LESS THAN 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 cfg 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) + 25.04(0.3) = 0.388 29.39 POST -DEVELOPMENT: 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) = 1.16(0.9) + 4.05(0.9) + 24.18(0.3) = 0.406 29.39 tc = 20 min Q =c*I*A (cfs) I2 = 2.75 in/hr I10 = 3.9 in/hr Q2pre = (0.388)*(2.75)*(29.39) = 31.36 cfs Q10pre = (0.388)*(3.9)*(29.39) = 44.47 cfs Q2pst = (0.406)*(2.75)*(29.39) = 32.81 cfs Q10pst = (0.406)*(3.9)*(29.39) = 46.54 cfs Q2 Increase = 2.07 cfs (4.6%) -> Minimal Increase Q10 Increase = 1.45 cfs (4.6%) -> Minimal Increase THE POST -DEVELOPED CONDITION INCREASES 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. MISCELLANEOUS: 1. FIRE LADIES SHALL BE DELINEATED AS DIRECTED BY THE COUNTY OF 2• ALL DOWNSPOUTS AND FOUNDATION DRAINS SHALL BE CONNECTED TOGETHER AND FREDERICK, VIRGINIA FIRE DEPARTMENT. RUN AWAY FROM THE BUILDING, AS NEEDED, FOR POSITIVE DRAINAGE. 2. ALL EXISTING FIRE LANES SHALL REMAIN. CLEAR ACCESS TO THE SITE AND PAVING: BUILDING BY EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. 1. PAVEMENT SECTION: THE PAVEMENT SECTIONS FOR THIS PROJECT ARE AS INDICATED ON THE PLANS. 3. BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED. ALL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. ALL AREAS TO BE PATCHED OR TIE- 4. THE PROPOSED FIRE HYDRANT MUST BE OPERATIONAL PRIOR TO FINAL INS TO EXISTING ROADWAY SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH OCCUPANCY OF THE BUILDING. CONNECTION TO THE EXISTING PAVEMENT. LIST Or DRAWINGS: fffiAL SITE PLAN .oe &-ROVED SH T. 1 /3: COVER SHEET SHT. 2/ 3: OVERVIEW & LAYOUT P � LAN SHT. 3/3: SITE PLAN MOTH 07 �J• l . ?AIRIER ph. tam 1`47,_ A., `t` ('-II:: C�)Pff 1C+ K[ f .1STI"-u'1TC��R COUNTY Or ! .[:Fels"ZiL K, \'IRClMIA -7// 6 /1 cl EX. POLE I 06WM 6W#I5 Z 7H OF NRG)'N/A NRGYN/A PR10E FRU/T PAQYER.S INC. 01tfS76W 6F A/OTOR YFH/GY£S I PAN.• 75-A-2C PIN.• 75-A-2A D.B. 6J0, Pg. 195 O.8 477, Pg lei I I Z01140. B-J ZGiUEO• 8--2 USE FRUIT PAXINO I/Z" Oft76E I I S52 V 6'57"E 8JZ 53S52101 40 "E 475. 32' -- -- -- -- -- -- -- - -- -- - -- -- -- -- E I ----XSIGN� I I PROP. CLASSROOM RENOVATION -�' EX. SIGN F.F. = 748.95 HGHT.: 25-0" - - - 1 STORY AREA: 6,054 SQ. FT. _ - PAVEMENT DETAILS CLASSROOM AREA: 1,475 SQ. FT. - USE: SCHOOL �i/ � � EX. 24" BUTTERNUT - N.T.S. EX POLE _ I I /� (l (�'� EX. 14 " BUTTERNUT _ J EX. WATER SERVICE �, - I TYPICAL SECTION I; I EX. 24 " WH/ TE (OAK�_`ti - , - - - TO BE ABANDONED. - - EX. 12" WALNUT PRIME &SEAL - I I I SURFACE TREATMENT I ! 8" 21-A .................. ------------- EX. 15 HICAJORY I 100' - - -- Ex. SHELTER Min. I I=SIP I 11=I I I II F.F. = SHELTER I COMPACTED SUBGRADE- --00 ,II� I I i IHE CHURCH OF CHR/ST OF I 01ff-STER, WRG/N/A P/N.' 75-A-12 1 O.B. 555, P.q. 774 APPROXIMATE LOCATION OF i EX. ENDWAL --- EX. EX. 24" ASH I- s.00' ,4a ZONED. • RA RELOCATED HOUSE. - EX. STORM EWERS - o I EX. ASPHAL T USE, CHURCH cF SCHOOL EX POL � " f - i PAD AREA.' 29. �924 ACRES I I EX WA TER LINE Ip EX. 12 HI�KOR Y --I s' Widen Ex. Parking Lots N & N 1• EX. 19" TWIN WHITE OAK N Iq 34.6 15+ 77.16 (o 3/4" 0 COPPER Type ILK I Tf F.H. Ass 45' Bend & T.B. L't c 100' 16+00 60' Uj WATER SERVICE o o Min. Min. I 0 / �`' MAINTAIN EX. 34.5 Z o� 2"-45' Bend 8q T.B. 3/4"0 Copper .'�L ,�, �� �o� � -•L_ SHOULDER WIDTH I ALONG TAPER. I o 0 �� EX. POL TYPe " K" i �,' �� �' / i �` C EX BARN I EX. SA D ter Service Assy. i i / I 14+95.89 34.4 1 VOLLEYBALL I COURT 8 PVC SDR 21 �, �,LO WAR LINE b II I = I _ \ /� / / 2 ea. " GV & Box I 1 8"x8"x8" Cut -In EX. 18" WH/TE�OAKr", 'Widen Ex,'Drive to 20' ,' 1 ea./ 8" GV & Box TEE & T.B. 34.4�1 N 4"\�.4SH o' 45' B,e'nd & T.B.i '� /\ 1 i�'x8"x8" Tee & T.B - EX. GUY i + E 2 , 8' PVC SDR 21 i 0 EX. 13" BUTTERNUT - 18 ASH ( ) 11+62.93 62 iMRE ROP. FARE LIN Section A WATER LINE_- I 34. •'+..� EX. 13" WHITE OAK -' ' 10'0 10+00 to.00 10+00 15+00EX. POLE EX POLE �- 2 -45' Bend &, T.B. 2 0 PVG SDR. 21 '2"-45' Bend & T.B. I ` 3 �""� EX 3PHAL T DRIVE I TC 4.E FORCE MAIN�, i � � �k' i EX SIGN NOTE: , / , EX. GOY FIRE LINE --'"• HGHT: 7.2' _ X. POLE /�_ EX. C&G ALL FINISH GRADES SHALL MATCH THE _ _ _ _ _ _ _ � � -- EXISTING CONTOURS PRIOR TO CONSTRUCTION. EX. GUY - i / EiC� POLE \ --Section B _ L __-T_ OPTIONAL LANE_T - ��' - 14.3'l x 7.2'h 35.2 30' l,r.:• TO BE REM VED -- --- (-------) ---- EX_ WE _{. ASPHALT DRI VE LEI NQ TC f----- r- -- ---------�-- --f---------------------- - WIRE X UPEITY / i & CROSSOIER - -- - - - - W o _r EX. ASPHAL T DR/ VE EX. POLE - - - - - - i ;'..:'; o " ----- EX GUY:, ,. i INE�fO BE�� 2 -45' Bend & Tom- - - - - EX. POLE------------ ------__ I` EX C&G L .� w RE46CA TED� I �. _ yP- - _ - - - - - - - - - - - - - � - _ WIRE - - - r w 10+70 �- Vf -�" - - EX. ASPHAL T DRIVE _SEX. POLES - �» ' ��+ F.H; Assy.f `1 B.R � tp oo i .��J� � - - -- ____ � cn I. . _ _ Z I EX. 16 CRAB I 3 RAJ - - - - E GRAVEL DRI O = + FIRE ATED WAtt S 14+0 �- - - O '?-T.O HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL AMPLE TREE, (1 �1`vm Corner) i O - 1. - O } V I N.T.S. N.T.S. rT t X. 36"`' MAPLE I � X. WOUSE I W w 76 .68 NOTE. PROP. TURN LANE &TAPER In yHANDICAP SIGN ��� LU / \ . I U P " LaY//SES BR/A/, et a/ 12" X ie" STD. / \ ,1-1�2 ST RY G� " " THE EX. HOUSE IS TO BE REMOVED 8 21-8 STONE 3TC I Q O � O i 3/4 o Copper Type K" & RELOCATED AND THE EX. 3" BM-3 BASE COURSE O•00 H'N.• 74-A-7/ N l .� 0 --12" X rn PROP. CG-7 O.B. 45j, P- J5 v j� ✓ g �� �Il - Water Service Assy. DRIVE SHALL BE ERADICATED 2 SM-2A SURFACE COURSE W s - 7 �t O 0 0 EX. TREES & 1"0 Co er Tye "K' AT THE TIME THE FUTURE PARKING 3 14.0' L - IONEO RA J ^ , EX GU O- r P P P HDCP SYMBOL STD. U-CHANNEL POST T Q o O SHRUBS TO BE'}' Water Service Assy. AND DRIVE ARE TO BE INSTALLED. -- t� O U-1ir PASIUR£ LAND W Z � WIRE l (YELLOW) , I1 0 REMO VED 637.40' EX POL E V I a � I �' o� EX. POLE`' Ex. 4"� C.O.ss 2" SM-2A OVERLAY OF EX. ENTRANCE I1 36.00' co ZE TO BE REMOVED ovl "e onnection to the SETBACK REQUIREMENTS: / C - Ex. 4 San. Sew. Lateral FRONT: 60' It --PROP. GROUND / �..�_ ,� Cn � PROP. GYMNASIUM & SCHOOL Y c� ` / " EX. SIGN (� W >. lv � -i z _____ EX. 36 MAPLE SIDE. 50 RESIDENTIAL) I RESE�ivED �/ E Y z F.F. = 767.54 Y TREE T 100' (AGRICULTURAL) li I w z HGHT.: 32 -0 3+00 �) REAR: 50 (RESIDENTIAL) PARKING / /� rrl Q -- I I Z i- ? STORY w/ GYM v Ex. 4"0 San. Sew. Lateral 100' (AGRICULTURAL) I I NOTES: f AREA: 18,125 SQ. FT. zo �,, -- EX. GRAVEL ALL CONSTRUCTION SHALL CONFORM TO ADA S, \ f USE: SCHOOL v FUOTURE PARKING LOT AND DRIVE TO BE SHOULDER I I o t ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. D PAVED WITH THE TYPICAL PAVEMENT . e TYPICAL FOR VAN ACCESSIBLE SPACES & EX. TRAILER o = SECTION AT THE TIME OF CONSTRUCTION. I I c� 5' TYPICAL FOR OTHERS. VAN UNIT &PAD T BE REMOVE � I II U5 ACCESSIBLE ,' - X WATER LINE 642EX. POLE + .42' I k / � i II I Ln EX. AMP Crr i Z -** i Jp�.�` (Verify) / `� 12+00 _ 0 ERADICATE OLB STRIPING EX HVAC -/ & INSTALL PROPOSED HDCP EX. LAYOUT AND_MAPKINGS. a UNIT & PAD TOP TO BE REMO VED ' - - EX F.H. & RELOCATED INV OUT = 763.3fSAN S1. �'- - c EX LIGHT - ®7 EW E t - EXITING CHURCH 1 SER17/C - ---- -- -------- 433.ot'-- EX. LIGHT _ _.-- HGHT.: 5 7.54 I ■ 0 429 �- _ p� -- - vCO `-- - - _ EX , - EX._ WALK TOP 742.73 ARROW DETAIL --- i CANOPY w/ SPIRE. 114 8 _ _ - _ _ _ -� INV. IN = 736.52 E - , -_-- - - - - I I- / 9 NOTE. X 3 I _ VC N.T.S. AREA. 23,030 SQ. FT. I lNV OUT = 735.14 S 48 8 -8" p -- C?1 ! EX. 95.5 8 ARROW TO BE POSITIONED AS SHOWN ON PLANS - --- - - -- I I EXISTING GRAVEL PARKING L(OT AN S VC -- N I USE: CHURCH &SCHOOL __ _ /11+00 �� SEW. ER�1C SAN. SEW. S VICE EX.LIGHTTO BE GRADED AND INSTALL 2 ® 1• E P--�I ! ^-� EX MH. T~�U�RETE SURFACE 7260" BOURSEFINSEDAND COMPACTED. EX. F.H.60" EX. LL�1 EX. MH. ®_ I - Ij Q TOP = 735. 16 It I HALF TYPICAL SECTION INV. IN = 728.42 I I • ®t -® Q ® ' \ ` W INV OUT = 728.35 ; -- Z + t \ OF ENTRANCE w i I s� Q oLn N.T.S. 21 ^ 60" I - v1 -� - 1 / EX. F. H. w EX POLE I ZI T w Q 0 U z C� O F- - L -6"W -- U-EX. LlRT EX. WATER i 1 I V) 0 wI v' ►IIII Cr-1 -30' TO RADIiIS CATCH POINT 14'EX. ROADWAY-16'-j10+21" EXISTING ASPHALT PARKING 1/4":V-0" Min. EX. PAVEMENT STRIPING KEY II I I ---� I ►=-III I _-_-- - ..-CI GI-7 ... I�I - I - I 2" SM-2ATYPE B, CLASS I, YELLOW PAVEMENT MARKING, EX. L ... ............ ELONGATED SINGLE ARROW. SEE DETAIL. 3" BM-3T j_1I=1II_III_III II x►u IWi f1IILI G 8" 21-B 12"-it / COMPACTED SUBGRADE EX. GRAVEL C SHOULDER � II EX. WATER i I , VAUL T a �/ / I L I LL� Ll IEX. POLE ILL1-�,EX. POLE L X WATER R LINE " EX. GU Y WIRE EX. POL - - - - - - - - - - - - - - - - N52'06'00'rW 568.51 ' ."ES A/. mi--Z70Y P/N.• 75-A-17 O.B. J7f Pg.. 5 IONED.• RA LIZ - PAS711RE LANO GrADDEN OUNN PIN.• 75-A-16 O.B. 181, Pg 5J9 ZONEO.• RA U.E.• VACANT 0I I �I I I I mI H ZO ZO g z 0 o W�� LLj z� o o -I L Z U7 m � LO L1) fill 01 Lj N O Q Z 0 � Q > O Z O Z O W C a X ce U O Cn V' a U Z a N a. W w F- F- F-- CD = CD U a� W O 0 CD U 0 W S Q F- F. Z 3 O O a- N51 '57'25'"W 252.67' N52 b7'23"W 522.92' I I RAY BROW NEIHERS aA90EN O>/NN 50 0 1 50 150 PIN- 75-A-IJ O.B. J01, Pg. 541 ZONEO.• RA USE.• RESYOENAAL PIN- 75-A-14 D.B. 175, P¢ J69 ZA'10- RA USE RES70ENAAL Scale I" - 50 ft U 25 W U U m 05 io N In 0 ' W -C 'm-7I Z a S U W W N N N cD N cD C C 0 0 L I- 0- 0- 0x 1-- LL- OF Dr TIMOTHY G. PAKH 94 , No.18200 i 04 -IONAL yG SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: PL & A 95-0101 SCALE: 1" = 50.0' DATE: SHEET: 01-25-95 2/3 YIRGINIA PR10E' FI?017 PAWR,,, INC PIIV 75-A-26' 08 6J0, Pg. 293 ZrrVEO.. d-.3 USE:• FRUIT PACKING S52*06'57"E 8JZ 53' PROP. CLASSROOM RENOVATION F.F. = 748,95 HGHT,: 25'-0" 1 STORY ,'0 0F1 AREA: 6,054 SO. FT. CLASSROOM AREA: 1,475 SO. FT, f " USE: SCHOOL �' �� " > EX. 24" BUTTERNUT WS ) EX. 14 " 841 T TERNU T / EX WA TER SERVICE EX. 24" WHITE OAA-k, �) _-� TO BE: ABANDONED. EX. 12" WALNUT I i EX, 15 HIC�O Y ` /// I EX, SHELTER F. F = 748.95 TH£ CHURCH OF CNR15T 0/ I�INCNFSTEfr ORG/N/A PIN. 75-•A--12 a 8 555, Pg. 774 EX, 24" ASN f--s.00' _ lolvEo RA : EX. ASPHAL USE.' CHURCH &' 561"VOOL PAD AREA. 29.3924 ,40WS EX, 19" TWIN WHITE OAK Widen Ex. Parking Loy N ' �15+77.16 3/4" 0 COPPER Type',K ,-'F.H, ASS 45' Bend & T.B. WATER SERVICE '1 w 2"- 45' Bend V J 8 3/4" m Copper 1 r EX. POLE 6WI16WW-417W ar W1?91 4 � 191w lbw GAF V070P k rH1Cl ES { t l -- PIN. 75-A 2A 0.d 477, Pg. ZAVEO. 9-2 It 61Qr-' Lirf%CE _., rg S52101 *40 "E 475. 32' < y EX. SIGN-! U EX SIGN j THE VA94TIIOV BANS'' PIN " ZGWED d2 I U.SE CG3!!A/ERGYAL INIX✓STR/A1 PAVEMENT DETAILS rn rn N.?.S. EX. POLE I u> m TYPICAL SECTION - PRIME & SEAL _--- - - - SURFACE TREATMENT 8" 21--A COMPACTED SUBGRADE ---- -_ , I=1 1w I THE- V,4R,4IWCV B,40' PIN 75-J �' W Il�NEO. B2 1 EX. END USE' 06W#1RC1A[ tN1V5r#14,1 i _ _ EX.v STORMLL FWE EX. POL. 34.6 ,III} NOTE: NO ADDITIONAL UTILITIES, PARKING AREAS, MAINTAIN EX,'I 34.5 W OR SITE FEATURES ARE PROPOSED WITH SHOULDER WIDTH ;'I Elk. POL Type "K" ,' ��� EX. BARN CLASS ROOM ADDITION. ALONG TAPER. o EX. SAND ter Service Assy. 8" PVC /SDR 21 i4+95.89 34. o VOLLEYBALL COURT �''^, / WAT�R LINE ��a 2 ea. 8 GV & Box",- r'' 8„x8" x8" Cut- In EX. 18 WHITE�OAK' Z, f�� Widen Ex; Drive tq' 20' 1 e 8" GV &Box ' ,' TEE & T.B. 14.4 j "xB' xW Tee & T.B. >� f X. 24'� .SH 45' nd & T.E. � �' l /" � r..X. GUY EX. PORTABLE MARQUEE + }� , ; l8' PVC SDR 21 EX. 1 3" BLITTERNUI� - - _.11+62.93 i� t WIRE SIGN TO BE REMOVED AS I 4 IE 18 ASH j _ 1ROPFi1RE UN (Section A? _ -. WATER LINE REQUIRED BY THE PLANNING DEPT. T 1 - I EX. 13" WH/TF OAK T-----�--- _�1 a _ 10+p0 10.00-----..�_?O+DO�r5+00 `' 31- alrAONE 01R4Zd1NEd N 2"-45' Bend &' T.,B. L2" vs PVC SDR. 21 -,'' I F_X. POLE t OL, r FORCE MAIN -' " T - 45• Bend & T,B, I I / '�"'1 EX. �t SHAL L T DRIVE 1 i 3 4.6 i r �a Eon B2 6 i -- - - EX. SIGN / EX. G;t7Y' - -- ; U,SE• COM&I-RC14L & INIX15M,4A' NOT_: I 1 X. POLE f , ,� FIR - ._ _ - _ _ _ HGHT.: 7.2 EX C&G , ALL Eft`JiSH GRADES SHALL. MATCH THE _. ..._;_ __ _ wJ,f�E' ection Q "--?-- ----- '-- 1 TO BE REM ED ti _ _. ) L ---- -__ _ ___ -.__ 14.3 / x 7.2 h 3�' / EXISTING CONTOURS PRIOR TO CONSTRUCTION, ��._ __ ___ ___ __ .__ _- __ ___ _ .4. � --.. � __ w _ 0PTIONAL TURN LANE � 1 ?' - _ ,�/ _ _ EX: GUY E:,C.I POLL _.. EX _ -._.: - -- __ .� __. __ _._ . __ _ _-_ _ �:Y. A SPHA DRl VE _. __ c X.. /SL A T - LAX UTIL//TY _� _---- wIRE - t & cROssa E€? _._ -- ---- W . ._.----- EX AS�'hAL � GRIVE � EX POLE .. _,_. __ _.._ __ __ _ _ _� ..._ __ __ ------_---_- _.�_ �■C - - � W HANDICAP PARING DETAIL � N. T.s. HANDICAP SIGN L SSE S: dRIM, et v1 PIN- 74-4-- 71 N 0.,9 45.% P¢ .0 ZlJ ,O.. RA Y.Z. PASPIRE LANs- HDCP SYMBOL ( YELLOW) V1 A 00 �o w APPROXIMATE LOCATION OF RELOCATED HOUSE. 100' Min. 3 00 1EX WA TER, LINE 1 164-00 -1 60' I Min. a. �! lW i41 J c z o of < y t/ Cr Q W V z ,7 C�� C CD Q.. Ln w O cn m C ('V Q i I I Cl 00 0 Z U -j 0- J � Q 0 W (75 a 0 Z LA. ~ 0 V 5 Y) M � 0 = Y z U W 0 W U Y U S 0 Ix Q m 0 H W • M 1 32 -0 13+00 REAR: 50' RESIDENTIAL u U_ L PARK / 1 STORY w GYM i�/ 1 1� °/ j (RESIDENTIAL) �' Z ti � 1 r ! / j> a Ex. 4"0 San, Sew: Lateral 100' (AGRICULTURAL) 0 NOTES: AREA: 18,125 SO. FT. i w EX. GRA VEl_. G 1 �( �E--- ` NOTE: i c� Cr - ALL coNSTRucrloN SHALL CONFORM To aDA / USE: SCHOOL f 4 E3 �i FUTURE PARKING LOT AND DRIVE TO BE SHOULDER ro ti ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. -) _ �I ,'i PAVED WITH THE TYPICAL (PAVEMENT I + s 1YPIcAL FOR VAN Access,sLr saacEs At �I ` R SECTION AT THE TIME OF CONSTRUCTION. � iQ 5' TYPICAL FOR OTHERS. / 4 EX. HVAC L' � � AN UNIT &PAD ,% I I 1 X, WA TER LINE 642.42' FX P, C)' F, I ALINE .0 (J-L 45 B. - _,.�_ - -.-.. - - ___ -' f A` V�� & J r-^ . _._. --- t'Y 'RELJCATED; - _ --- ly c _.. --_-sy '„"�►'--- _ :. _____ _ CL - _- _. _. __ _ •.. . B r_X _ � EX p `� - _ V W / - .3- - . _ R "- --- F_X. ASPgAL DRII/E __ �__ __--- __ _ X! P ni 6a \r -- _ T _,,,_iyE DL 00 (1 16" CRAB . " ± �ry� PROP TRAILER' ; i �q¢, ��1�i - __ GiA VEL DRIVL`__ -�r•( - - - _ = c � -CLASS ROOM %' 1 0 3 - ._ , - - - � HANDICAP SIGN DETAIL APIPLE TREE 1 \ FF=767.00 I �� "� - --- - �,,T.s. T ? ! , I ; - T _EX.� .�9i� E r4 ---- -__ _ +`36.' / , �'' t �.L -- 7h �',68 �`� *NOTE: ?CROP. TURN LANE & TAPER - - � .� � - - - � � � c � 12" x 18" STD. L„ I N �"�B - Q F �. % ' a ,� C _ `K-- i i 1 -1�' STORY, G�. THE X. HOUSE.-. IS TO BE REMOVED 8 21-B STONE � 3�3 � � w c� � j �¢>a �, 3/4"0 Copper Type "'K" & RELOCATED AND THE EX. 3" BM-3 BASE COURSE � -50,0 -.--� 0' j r --1z x s" sTr3. 14 6�, � i -•�� Water Service Ass DRIVE SHALL BE ERADICATED 2 SM-2A SURFACE_ ('01,'RSE PROP., CG- 7 I,/ i PROP. `A Y `7 4. < O Cry CONC. WALK ,,& EX. GU. Q 1"0 Copper Type K' AT H,_ TIME THE FU1l1RE PARKING 3 .0 . Q 5'rp. u-CHANNEL POST <c q O T !c�/ WOOD HDCP RAMP , ! ��' Water Service Assy. AND DRIVE ARE TO BE INSTALL-ED. [ 0 R' 14 � AIXPf ii C4i95CW 2 I / NLRL ( 1} 637.40' EX. POLE 4' I VJ► lry 7.5 3-5 ,n , , ;�7 �/ EX. HVAC k, Ex. 4 m C.O. A 2" SM-2A OVERLAY OF EX, ENTRANCE 3s.00' • a.'lalt£!1. 8 �,� EX. POLE';' I `' v1 e onnection to the ' i/a"f CLit/MERC/Af cE /NlX/STi�i3QL � I s -=� �"� sETeacK REcauIREMENTs: � ' %C D '.._ _. Ex. 4`0 Son. Sew. Laterol FRONT: 60' i -PROP. GROUND j S 1 , �c � cn X .�; PROP. GYMNASIUM & SCHOOL. r} SIDE: 50'(RESIDENTIAL)EX.. SIGN I W ``' i F.F. = 767.54 `-' EX, 3& ' MAPLE j * o I �✓ 4- , I i - TREE '1 100' (AGRICULTURAL) �I 1 4 (-- 8' -�-I-- ---i RE SEi�'✓Ef f � _..1.- d .i�• � I 4P 433.01' ARROW DETAIL N.T.S. ARROW TO BE POSITIONED AS SHOWN ON PLANS 72" - 60" 21" 60" STRIPING KEY TYPE B, CLASS I, YELLOW PAVEMENT MARKING, ELONGATED SINGLt ARROW. SEE DETAIL. 21" �' I �P (Verify) i _ 12+00 t71 �� �� O Lp I` t0 _ - ERADICATE OL0 STR PING + H VA 00 & INSTALL r RO46SED HDCP "`; / •-- ° r� c UNI T & PAD EX MH..\ h ,, a °°` I �� a , q - . U, acw.4co r. � RA f s�✓aP< I cv _ LAYOUT AND MARKINGS. h`it TO BE REMOVED TOP = f�7.38 _._ _ ":n ,� ', I PIN. 75-A-/1F N N N IN V JUT ��'3.335- _.._ - --- �...., , .EX. F. H. / & REL OCA 7EpE✓; co N cn j ,� � � ZG%VED' 92 cG E\ C0 _ _... - SA ti: - , `/Z ��., ,,r 4 USE: RE'IA/L SER47CE USES O -- - - - EXISTING CHURCH EX. LIGHT _ - - 7 SEW. S� > `� EX, Mh'. �u .c ,D o 0 /�' V�rr _ _ _ - - _ -{ i F.F = 767.54 3 - - 4?q _ � !nn 1n ._ _ EX. L.LGH Ti_ - _ ; I - ro .....� �.. v > .. 1 E.X. HGHT.: 59 -0 �_._EX. WALK - - _ TOP ?42.73 ... O� I ; ` u > ..4 CANOPY( W/ SPIRE: 114'-8" TM -- J _ TM. . .. �► 52 AREA: 23,030 Sty. FT, r... i NOTE: X, 348 "� ! - r _ 1 [� _ p l,V V Ov' T 735. 14 8 '__ 8 "' _ V1 EX. 95.5 8 " VC v c r_ USE: CHURCH & SCHOOL. I '� EXISTING GRAVEL ARKING LOT SAN SEW c "VC '4! tV J J E:X.LIGHT - 11+00 TO BE GRADED AND ►NSTA'1�L 2" c� r.97,q FR�1cF I SAN SE S ✓t 0 0 - - - e ..: s. MH. w Cl-0 . . i _ _ `� - - BITUMINOUS CONCRETE SURRFACE � e- '� v � x - \' - COURSE, FINISHED AND COMPACTED. EX. MH. 1� TX. F _ ¢ E EX. LIGHT �t i __ _ 0 TOP . 73s.16 _ j J I UI° '' _ �\ - HALF TYPICAL SECTION /NV. IN -= 728.42 C-+ z _ ®� - _ `�\ 4 ®6 cr.0 F ENTRANCE ! IN V OUT - 728.351 z ' N. T.S EX. F, H: c`xa 1 EX. POL ; ! _. ._. � w r I r Eh'. WA TER LINE I ! I I s®1 ! Z u - - - -- - -- _ 30' TO RADII CATCH POINT 14' EX. ROADWAY-16' I � f C 11" P STRQSM�JE'R, INC.' ` �}t pk 10+000 '� u _ G. z -- - - EXISTING ASS IAL T PARKING EX. PAVEMENT � �\ L,a __ _ - i I ! o" Iv : ; , I PIZ6W,0.5 82 1rE r __. .. _ w _ _ ,_ I ',T ; 44_ ! i i i 1 I i I®I I I ! I _ �; `1 z sM-2A 1' v TIMOTH PAINTER _ ._ .. EX. L! T ' I ��, _,_,_ _; , 1 I.I.;�� I G GN. + - F - j } - # .. _.a -+ f -}...+ _�_ Ar 4 �. - i I.+' i I I -L` No. 8260 + _ ._•_�_ ._. _ , ,E>k. 111�HT 1 IgX; GIG�1r 1 IX.ILIGHTI `�' '� _ TI�(-y�f 1. �,.1 1 ,,ll� `�I,;"; j(ITi1 I�IiI ,(,'=;r��:;� 3 BM-� 12" 8" 21--8 v 4 I -- COMPACTED SUBGRADE tX. GRAVEL sSIONAI, ✓ St-IDUL.DER 1 EX, WA TER VAULT 1{ i i ! i I? i` E.X. PULE SURVEY: C.I.: EX, rtiA TER LINE i_____ I EX. POLE RITCHIE 2' 8' W _ _ _ _ --_ ___ _ B W.______ __ _�_. SUN Vt-YS WIRE EX,. F�'DL DRAWN: JOB NO.: N5210600 "W 568.51 ' N51 '57'25 "W 252 67' N52�7'23"W 522 92' t PL & A 95- 0101 • I ADOEN DUNN RA I' dR0*V NETHER;`; 67AiI0EN OUNN 50 0 50 150 SCALE: P/N 75-A 16 ,IN., 75-A-IJ PIN• 75-A-14 1 " = 50. 0' .08, 18! Pg 3J9 O.d 301, Pg. 541 D.d 171' Pg. J69 DATE: SHEET: ZOO Wf/.- RA ZW.,rj, RA 10NE0.- .RA u�• c�ACANr �.sE- REsroENriAE usE� RES/DENr1AL > > - Sc of e 1 - 50 f t 01- 25-95 2A/3 ,1Ahf1 S & Af-S5M RN. 75-A-17 Q d. J74, Pg 5 ZQ'VEO.• RA U.A.- P451I1RE LAND PIPE DIA. t► • END - TEES • •• MONNEEMENE MEMEMSEEZIME MMMMOMEMOM IMEMEMEMEME MMEEMESEMEM IMEEMMEMMME MEMEMMEEME MEEMEMEME GRAD E FREDERICK COUNTY SANITATION AUTHORITY STANDARD DETAILS FREDERIC% COUNTY yIRGIITIA 150 PSI-2500#/FT7 � E TRENCH t t. N$ r 6 MI M.-I M�rl : -MACHINE EXCAVATION LIMIT TRENCH BOTTOM UNDISTURBED EARTH TYPICAL SECTION NOTE Q IN LIEU OF WOOD FORMING THE FITTING MAY BE WRAPPED WITH POLYETHELENE, AND THE CONCRETE POURED TO COMPLETELY SURROUNE THE FITTING,AND AGAINST UNDISTURBED SOk . THE BEARING DIMENSIONS AGAINST uNDISTURSED SOIL SMALL REMAIN IDENTICAL AS SHOWN- (Z) FOR BLOCK DIMENSIONS SEE SHEET S'j_-,1 01 Sj,�j,OR SHEET Pf� of S1--L 11 `," THRU 900 BENDS • a •e:.ree ..0 I( a - NOTES I I ALI. HYDRANTS SHALL HAVE .� D 0 RING $TITFFING BOX 21 DRAINAGE CAPABILITY MUST BE AFFORDED HYDRANT WEEP HOLE 31 HYDRANT TO OPEN RIGHT (CLOCKWISE) TRENCH 4 1 OPERATING NUTS SHALL BE PENTAGON WIDTH r _ IN SHAPE WITH 1 1/2" POINT TO FLAT. A S . RE G ' D IE PLAN AWWA IMPROVFO SAFETY TYPE HYDRANT WITH 1 2" HOSE CONNFCTIONS AND 1 /', STREAMER N077LE DIRECTION OF SETTING TO BE APPROVED PRIOR TO INSTALLATION. _— VARIES AS REG 0 MIN rN CLEARANCE CONCRETE PAD I-6 S0. % 6 FI MIN. #5 STONE 7C. MIN VALVE BOX WITH EXTENSION y�AS RED 0 BY VALVE SUPPLIER -_� M I IFE� A O n e/ -o I INLE1 \ �; M 1 GAT[ VALVE STRAPPED I �' •A TO THE MAIN. • P FORM BOARD AS REG 0 PROFILE FREDERICK COUNTY SANITATION AUTHORITY IY?ICAI. FIRE tiYDRANT STANDARD DETAILS ASSEMBLY FREDERICK COUNTY, VIRGIN IA PROPOSED FIRE LINE PROFILE (Section B) SCALES: (H) 1" =50.0' V 1" = 5.0' 770 Z 770 O (� I F,U O � 5 LL �V 765 N U 765 loe Ex. Grade -� �J Ex. Dri es,� 760 WATER MAIN s" , I 1 � ' 70'-6" Dli CI. 52 I 1= WATER MAIN 755, �� 755 i is X to & m m 7501 � 750 O 0 N -J (,� (0 F- ±+ O r- OI +' 'Co 00 U 0 X OI} 745 r r. C ° ° ° X ,X r-I= to �' 745 V)iV) DO r - _i- - �I� ' -`--- 10+00 11 +00 1:U SERVICE # # METER SIZE YOKE# METER BOX METER BOX COVER DIA:- DI A.- IN. 3/411 15 G.PM. 510 D 18 in. C 32 111 15 G. P M. 510 D 18 in. C 32 111 25 G. P M. 510 D 18 in. C 32 111 40 G.P.M. 512 D 24in. C32 WITH # I EXTENSION RING *INDICATES FORD CATALOG NUMBER ARIES AS REQUIRED e TYR METER COVER+ SET 2" ABOVE PINSHEO GRADE PRIOR TO SODDING POLYETHELENE ER BY F.C.S.A. �E-- i GOY 30- DEEP _ _ _- ELBOW WITTH 1 @"MIN. TEST VALVE TYPE "K"COPPER TUBING CONTINOUS WITHOUT JOINTS FROM MAIN TO METER NOTES: IQ. EXACT LOCATION OF METER BOX ASSEMBLY TO BE APPROVED PRIOR TO INSTALLATION. REVISIONS 2-12-A6 F C FREDERICK COUNTY SANITATION TYPICAL----3,a" & I" AUTHOR I TY S A STANDARD DETAILS FREDERICK COUNTY, VIRG11114 SERVICE CONNECTION PROPOSED FIRE LINE PROFILE (Section A) SCALES: �H� 1" =50.0' V 1" = 5.0' VISUAL ALARM PUMP CHAMBER DETAILS AUDIBLE ALARM NOT TO SCALE ' UG CONDUIT TO BUILDING — — — — — H-O-A I PUMP ON LIGHT NEMA 4 E C. CONN. BOX I I FROM BUILDING NONSHRI NK GGRROI I I THRUST BLOCK DETAIL NOT TO SCALE REQUIRED AT ALL BENDS IN FORCE MAIN l FORCE MAIN \PLAN y , SECTION 0 0 U L L Y I.E.- 746.0 ILL ,,, CTE0 1. MATERIAL CLASS " B" (RENCH AND BEDDING DETAILS CHAMBER BOTTAI ELEV.- 741.3+- 765 765 I I-"'--I—�- I Ex. Grade 'm I�' ' X 1>-:m0 760 i �' _ ------'— Note: Lower i' a in this -- - -- I i area `-`- - � � -- --_ _._.---- --_..- -- I '�� . ?� I(A Q � __-si_ _ _ I_________ ___.____ 760 f-o accoifimodate ToreT main cr ssin m +•In ~ Q o r +>- Ex. 8" Dia. — "-._ ._ 00 WATER MAIN 755 I I I 0 �,I .- 755 577'-8 W DI CI. 52 ! I I WATER MAIN I I 750 Z ------ --- ---- --- - '750 - - - - - -- - - -- I i I x 1-m I �m� -"7 ` I W N Q 1 L ' 745 O) a) , M i i 745 O. Lo -1 CD H N O 061 � --•� � OrnOCL o+I °J 00 00 C 0 x (DID +i+00 >- O� _Im +Ic 1 c 3 `b0 T7 6 6 c x N ° X 0o v Uj 0 p x N of 04- I i 740 2 Lj 00_ �.> 740 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROPOSED SANITARY SEWER FORCE MAIN PROFILE SCALES: (H) 1" =50.0' V 1" = 5.0' 770 _ —_ 770 I�-->f a1 i I 0 I � � Q 1U i x�� 765 765 o Ex. iG_de �_ _ _ { I i ' roposed Grade 760 (0Im , Z F- F- 1760 O•� NIQ I 18" Min. oil olm Olm � ; ► � I ( I I ; I ! +J 755 �, Ln Ln 755 10 PROPOSED CLASSROOM BUILDING I / I j` I I { F.F. = 748.95 750 -_�_ I ° 750 820150'-2" 0 P C SDR. 21 i 1 C SANITARY SEWER I FORCE MAIN 745' 1 m m 1w -- - - r ------ - - ---;- — ----T - - --�- ----�- - ---- - ----- -------------- - °'I-- '-M ~ - - - - --- ---- 745 1 I I N� $31 �(0 �I 00Uj oil c I ! I f +IZ �I I+ +I +I� `° C c c c �I 00 +' ! I J m1 Im r Im Im r I Q) 1 7401 _----- 1 -_,_ i I —_ i _ V)U- 4' 1 U)d _- U)N d- i (n � V)i 0 740 _ 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 I I 108* PI" JM 2e DIA. CONC. RISER do COVER MANHOLE 12" MIN. COVER I W Ln I TO MAIN CONNECTION - GRINDER PUMP - PVC FLOAT SUPPORT --HOOK —CORROSION-PROOF LIFT CHAIN _INVERT +56" — DISCONNECT COUPUNG(TYP) — 2• GATE VALVE — CHECK VALVE HIGH WATER ALARM � I _ I - F 6" CRUSHED STONE -- COMPACTED SUBGRADE (1250 GALLON PRECAST TANK) SECTION) SYSTEM DESIGN CRITERIA 1'UMI' 'd'L4IIjCAT110NS 40' I'un1P 11cva1ion: 74I' l - Flvl I Iighpoi1w 7(i3'A-- FM Lcngth: 820' FM: 2" dia. SDR-21 PVC I)esign Flow: 32 gpnT Line Velocity: 2.83 fps Friclion Loss (a), C-120- 18' Misc. Minor Losses: negligible STA-Rl'FE 12SG1-1012, 211(',230v,Iph(or equal) FLOW Number of 5tudenus: 74 Flow per sludcut: 10 gpd Average Daily Vollume: 740 gallons Peak Factor: 4 Peak Flow: 2.00 gpm I,�MI' (;ItAMIt �R Chamber: 1250 gallon precast tank Chamber Dimenswils: 1081 x 54" xv x 67"h Volume Per Inch: 25.24 gallons I)I;awdown: 1.(„ I)rawdolvn Voltunle 128 gallons Cycle Length: 328/32 - 10 nlinutesA - ('ycles Per I)ay: 740/328 = 2.251- Reserve Volume: 656 gallons Item Distance FL01n C:hainbei BottuITT low water cut off 10" 11111111) on 23" high water alarm 10" discharge line invert 56" gravity IIIIC invert 56" PUMP PUMP DISCHARGE E F G LINE IA LINE I rRt(, L. J MINOR K PUMP CLEV. LINE rLOW FLEV EI_EV HEAD DIA. VCL LENGTH LOSS LOSSES HEAD 00 (in) (GPM) (fps) (It) (it) (it) — !AO 1 741 -- 763 22 2 32 2.83 820 18 U 120 100 LU Iti 80 i 0 60 40 20 0 _LLB LU 11 NO 101 1 IMPEI I f_li NO 1012 0 10 20 30 40 CAPACITY-U.S. GPM P41r111) Impeller Horse Phase Volts Motor Model Number Power - RPM 1011 -- 12SG I 2 1 2081230 3450 - --- —1012 ------ - w o � Q a F- 5 Q U }O Pz -j LL1 �i z z w _J Z Q V) L21 J M I I cJ O Q C) 00 Ci O J Q O 0 0 Z NW I.L V) J U W W O a. V) O Z O }�.. I- (/) 0 W J F- t- LY Q U _Z li U U O s � 0 U W W O � U W U Y U S U X Z Q W Q M W N C) LLB Ld O O tY a- C/:) To ( Lo DO V j i I I V) N N N N (n (D N (D ED r- (D 000 O L- Lo In to LL L +� N C C a V) s t w s a Q- O N ij X H LL_ 3 I� ig 4�- o f yf^^ •r TIMOTHY G. PAINTER a No. 18260 ai T F 04, sSIONAL SURVEY: C. I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: PL & A 95-0101 SCALE: 1" = 50.0' DATE: SHEET: 01-25-95 3/3 CHURCH OF CHRIST AT MOUNTAIN VIEW THE CHURCH OF CHRIST OF WINCHESTER, VIRGINIA PROJECT: PROPOSED MODULAR CLASSROOM CHURCH OF CHRIST AT MOUNTAIN VIEW P. 0. BOX 2702 WI'NCHESTE:R, VIRGINIA 22604 (s9o) 8`69-2244 DESIGNER: PAINTER-LEWIS & ASSOCIATES 24 EAST PICCAD'ILLY STREET WINCHESTER., VIRGINIA 22601 (540) 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 t& SCHOOL CURRENT USE: SAME AS ABOVE ZONING REQUIREMENTS: DENSITY: N/A: NON-RESIDENTIAL USE SETBACKS: KS: E BAC • 6 t. EX. ROADWAY) FRONT. 0 F ( A ) 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 .PAR,KI--NG: 1 SPACE PER 3 Ea. FIXED SEATS IN MAIN ASSEMBLY AREA;: (9'x20') or 1 SPACE PER EACH 4 STUDENTS BUILDING AREAS: H C EX. CHURCH 23 30 S 0 ,. . Ft. q HEIGHT: 59'-0" w/SPIRE: 114-'8' 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 REQU'IRED-SPACES: ->2`74 SPACES (9'x20') Or SCHOOL. 200 STUDENTS 200 STUDENTS/4 -> 50 SPACES TOTAL REQUIREDSPACES: -> 50 SPACES SPACES REQUIRED: ->274 'SPACES w/ 7 Ea. HDCP SPACES (1 Ea. VAN ACCESS) PRO=POSED DEVELOPMENT, F'ROPOSED MODULAR CLASSROOM AREA: 1,440 Sq. Ft. 1 STORY HEIGHT = '16 Ft. PARKING PROVIDED: EXISTING': :,ego Ea. PARKING SPACES (9'x20' TYP.) HDCP: w/2 Ea. HDCP SPACES (12'x20' TYP.). PROPOSED: Ea. PARKING SPACES HDCP: Ea. RECONFIGURED HDCP SPACES TOTAL: �a Ea. PARKING SPACES ( 9'x20' TYP.) w/e Ea. HDCP SPACES (13'X20' TYP.) (.Ea. VAN ACCESSIBLE SPACE - 161x20') 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. CLASSROOM 18,125 Sq, Ft. PROPOSED: 11440 Sq. Ft. TOTAL: 51,845 Sq. Ft. ( I. 1901 Acres) -> 4.05 % OPEN SPACE: N/A LANDSCAPING: NONE REQUIRED GENERAL 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 FRED'ERICK, 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. PROPOSED MODULAR CLASSROOM WINCHESTER CHURCH OOF CHRIST AT MOUNTAIN VIEW COOUNTY OOF FR NMICK. VIRGINIA INDEX TO COUNTY LOCATION WINCHESTERto mil (WINCHESTER) . Ml. TO IN EAC•HANGE- 14 r _ 1 a' 4 r� 9 h 'so i ° 73 ��60; � C b r .� O g `- 1 1 �✓' � i+ V b D h o � � e o PAINTER-LEWIS & ASSOCIATES 24 EAST PICCADILLY STREET WINCHESTER, VIRGINIA 22601 (703) 662-1565 (703) 722-9377 VICINITY MAP 1" = 2000' a EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY.: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ,CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE AREA ADJACENT TO THE 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 OF CONSTRUCTION. 4.• THE CONTRACTOR SHALL BE RESPONSIBLE -FOR THE INSTALLATION AND `MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL .MEASURES, SHALL BE -INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF 'WORK THAT DAY. 5. UPON COMPLETION OF-GONSTRLICTION, ALL PERMANENT EROS.I,ON AND SEDIMENT' CONTROL -MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY'' EROSION CONTROL DEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE.COVER SHALL BE CHECKED REGULARLY AND, ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED; REPI,ANTED'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 ALL TTMES. EXCAVATION AND GRADING: 1. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH A14D 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 GEOTECHf CAL ENGINEER. ALL Z 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 GEO'T'ECHNICAL ENGINEER. 3. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 4. ALL ISLAND AND LAWN AREAS SHALL RECEIVE A MINIMUM. OF 6 TOPSOIL.,, GRADED AND RAKED, 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, 3.ADDITIONAL OUTSIDE TAPS bKku-BE MADE AT THIS TIME. 2. THE FREDERICK COUNTY SANITATION AUTHORITY WILL INSTALL THE TEE AND GATE VALVE ASSEMBLIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE APPLICATION FOR AND PAY FOR THE COSTS OF THIS WORK. SANITARY SEWER: I., THE SEWER ' SERVICE FOR THE PROPOSED GYMNASIUM AND SCHOOL ADDITION' SHALL BE CONNECTED TO THE EXISTING 8" PVC PRIVATE SEWER LATERAL, AS INDICATED ON THE PLANS. 2. THE FREDERICK COUNTY SANITATION AUTHORITY WILL INSPECT AND APPROVE THE INSTALLATION OF THE SEWER LATERAL CONNECTION. THE CONTRACTOR SHALL PROVIDE ADEQUATE NOTICE TO THE AUTHORITY FOR THE INSPECTION OF THIS, WORE. STORM WATER MANAGEMENT 1. NO STORM WATER. MANAGEMENT tACILITI,E:S ARE PROPOSED FOR THIS SITE, ` THERE IS LESS: THAN 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 IN`CREA$E IN RUNOFF` OF 21,1 cf,e FOR •THE 1:0 YEAR STORM. .(SEE CALCULATIONS BELOW.) PRE -DEVELOPMENT.: BUILDINGS 0.74 Ac. "c" VALUES: PARKING & DRIVE 3.61 Ac. PAVEMENT & BUILDINGS: 0.9 GRASS: 25.04 Ac. GRASS 0.3 TOTAL: 29.3,9 Ac. c(pre) = 0.74(0.9) + 3•.61(0.9) + 25-04{0..3) = 0.3-88 29.19 POST -DEVELOPMENT': 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). = 1.18(0.9)_ + 4.05(0,91 + 24.18f0.31 = 0.406 29.39 tc = 20 in.in Q =c*I*A (cfs) I2 = 2.75 in/.hr I10 = 3.9 in/hr Q pre _ (0.388)*(2.75)*(29.39) = 31.36 cfs Q10pr"e (0.388)*(3.9)*(29.39) = 44.47 cfs Q2pst (0.406)*(2.75)*(29.39) = 32.81 cfs Q10pst = (0.406)*(3.9)*(29.30 = 46.54 cfs Q2 Increase = 2.07 cfs (4.6%) -> Minimal Increase Q10 Increase = 1.45 cfs (4.6%) -> Minimal Increase THE POST -DEVELOPED CONDITION INCREASES 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. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED AS DIRECTED BY THE COUNTY OF 2. ALL DOWNSPOUTS AND FOUNDATI-gN DRAINS SHALL BE CONNECTED TOGETHER AND FREDERICK, VIRGINIA FIRE DEPARTMENT. RUN AWAY FROM THE '$UILDING, AS NEEDED, FOR POSITIVE DRAINAGE. 2. ALL EXISTING FIRE LANES SHALL. REMAIN. CLEAR ACCESS TO THE SITE AND PAVING: BUILDING BY EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. 1•. PAVEMENT SECTION: THE PAVEMENT SECTIONS FOR THIS PROJECT ARE AS INDICATED ON THE PLANS. 3. BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED.'ALL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. ALL AREAS TO BE 'PATCH'ED. OR TIE- 4. THE PROPOSED FIRE HYDRANT MUST BE OPERATIONAL PRIOR TO FINAL INS TO EXISTING ROADWAY SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH OCCUPANCY OF THE 'BUILDING. CONNECTION TO THE EXISTING PAVEMENT. '�� i�� ;fir � A y i � '•1 DOESUE PL.Ad i 1 EROVED SH T. 1 /3: ATE`%�1���� - t4 SHT. 2/3: SH T. 3/3: COVER SHEET OVERVIEW & LAYOUT PLAN SITE PLAN F'�►LTH o� APPROVED BY THE ZONONG ADMINOS RATOR COUNTY OF FREDEROCK, V0( ONIA � . rAINTiR �►-��U�r�c NOe tam / -7 I (S/��t ZONING ADMINISTRATOR -7/,b/y9 Z6"- r S aft,, er of PIN- 74-A-71 O.B. 4-V,, Pg. JS ZO)VED.• RA 1/-E PASIURE LAND EX. POLE ! COM/M/OWN£N IH Of NRGYNIA ! I NRGYNIA PRIDE FRU/T PAGWERS INC. PIWA IV Or A 07M 01lDYES ! PIN.- 75-A-2C PIN- 75-A-2A j 0.R 6J0, Pg. 295 9..,9 477, Pg 14J � ZONED.• B-J ZONED• 9-2 ! USE fR111T PALXINC USE.• 611 I i S52106'5711E 8JZ 53' S52 001 '40"E 475. 32' -- -- -- -- -- -- -- - -- -- --i -- -- -- -- -- --EX. SIGN.! I SIGN S PROP. CLASSROOM RENOVATION EX. _ _ - � I I F.F. = 748.95 HGHT.: 25-0" 1 STORY k AREA: 6,054 SQ. FT. ,, - _ PAVEMENT DETAILS CLASSROOM AREA: 1,475 SQ. FT. ' - I EX. POLE WS USE: SCHOOL ��� � EX. 24" BUTTERNUT - _' N.T.S. f I ! i I� EX. 14 " BUTTERNUT _ EX. WA TER SER VICE I TYPICAL SECTION 1; I EX. 24" WHITE�OA7 _- TO BE ABANDONED. I 1 '' PRIME & SEAL------�_ ! o I ( - EX. 12" WALNUT ! Lu ! SURFACE TREATMENT 7 Z 8" 21-A EX. 15'" HI CKIOR Y 10 0' 1 EX. SHELTER ! i Min. I COMPACTED SUBGRADE- ! F.F. = 748.95 �� 1 ! 3 11•ri-� � r 11 � I ! 00 ! THE CHURCH OF CHR/Sr OF WNCHESTR,, WRC/N/A I RN. 75-A-12 ! -'-` P•q. 774 APPROXIMATE LOCATION OF i - EX. 24" ASH` ! � 9. 00' , D.B. 555, I - -EX. END WAL - ,a: ZONED. RA RELOCATED HOUSE. EX. STORM EWER a I EX. ASPHALT USE.• CHURCH h SCHOOL EX. POL (^� ! 8 PAD AREA., ?9.J924 ACRES I I EX. WATER LINE I! I EX. 12 " HI �KORY o N � 34.6 i � 'r N '�- SEX. 19 " TWIN V{IHl TE OAK 00 I, I Widen Ex. Parking Lot! �15+77.16 w------- , 3/4" COPPER Type I K F.H. Ass 45' Bend & T.B. 100 16+00 60 Mi WATER SERVICE �o o n. Min. v �`° ^ I MAINTAIN EX. 34.5 z 2"-45' Bend 8d T.B. '� 3/4"0 Copper �' 4 a 1 EX. POL Type "K" / 1 F°` �" ALONG DTAPER. WIDTH ! o Ln C EX. BARN EX. SA'{VD ter Service Assy. 8"' PVC 5DR 21 �' ' I ! i 14+95.89 34.41� VOLLEYBALL I COURT WAtR LINE �0°i - 2 ea. 8" GV & Box _ ! _ - i' 1 8" x8" x8" Cut -In ! O EX. 18" WHITE'OAK 'Widen Ex/Drive t 20 ,' 1 ea'./ 8" GV & Box I T.B. 9 " / TEE &34.411 "\ ' ( 1 x8 x8" Tee & T.B EX. GUY i + 45' Rend & T.B. i / .�' 8"' PVC SDR 21 ! o EX 24 �.4SH o• � �� � ��� �� ROP. ORE LIN (Section A) `� � 11+62.93 WATER LINE- ! 34 EX. 13 BU TTERNU t �E 18 ASH _ _ _ - I F- L W/RE EX. 13" WHITE OAK - 10.0 10+06 10.00 10+00 15+00 2"-45' Bend &i T.B. 2" 0 PV`� SDR. 21 i EX. POLE EX. POLE r 1 2 -45' Bend & T.B. ` FORCE MX IN ' �' /� �"'� EX. 'ASPHALT DRIVE ! 3 Tc ! EX. SIGN 1 NOTE: EX. Gk1Y '' FIRE LINE -� - - - _ HGNT: 7.2' % EX C&G ALL FINISH GRADES SHALL MATCH THE - X.-POLE �� - --_- - - _ h�E �� �' Section B ! 3 I TO BE REM VED EXISTING CONTOURS PRIOR TO CONSTRUCTION. ; r--- - --�-- _ _L _ - _ _ _ _) _ _ _ __E_X. WE ___ _ I __ OPTIONAL TUR LANE_T. - - ---� 14.31 x 7.2 h 35•2 0 •� J - -C. ASPHALT DRIVE - LBNQ_ Tc EX GUY ,' X U17rlTY E POLE I & CROSSOER - _ :' WIRE T f}-------------------------------------- EX GUY`..:-:�.t': �' w _� EX ASPHALT DRIVE EX. POLE - ��� W h° !TUNE 40 BE 2 - 45' Bend & T� - - - EX. POLE - - - - - - - - - - - - - - - - - - - - - - - ! ; EX. C&G LL w REL,6CA TED. \ 10+ 70 - l�- -�-- - - _ WIRE - - - r Y _ w ^h �; i F.H. Assy. B.R W. I �JE - - _ EX. ASPHALT DRIVE - _SEX POL !, Cn Z ( EX. 16 CRABS - FIRES ABED WA`S ! O 3 ORI�E - - - E�"GRAVEL DRI - - - �'�OO 3 :�, O G+ HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL A11PLE TREE ; (1 '� 1` om Corner) ! ! 00 14+00 - _ - -�-T.O X. )VOUSE i L)_1 v I N.T.S. N.T.S. o (�TyP -EX. 3r\ MAPLE R. 76 68 J� *NOTE: PROP. TURN LANE & TAPERCS J -HANDICAP SIGN 12" x 18" STD 1 �� ` ! cw 1- 1 2 STI�RY P THE EX. HOUSE IS TO BE REMOVED 8" 21-B STONE 34. 1 -j O d O 1 3/4 0 Copper Type K' & RELOCATED AND THE EX. 3 BM-3 BASE COURSE 0. ] DO rn PROP. CG-7 0 v --12" x F ,g ,r' t. _ Water Service Assy. DRIVE SHALL BE ERADICATED 2 SM-2A SURFACE COURSE i,� O p n EX TREES & 1"0 Copper Type "K' AT THE TIME THE FUTURE PARKING 3 ` ' 14.0' l-_ -r^• EX. GU O i PP YP (/I HDCP SYMBOL �- -- STD. U-CHANNEL POST Q O � O SHRUBS TO BE''-+' Water Service Assy. AND DRIVE ARE TO BE INSTALLED. ! p (YELLOW) ��, • / = (n z ��. RES ` .t m n REMOVED __ 637.40' EX. POLE V) a_ t0 I `n �' o� R- EX. POLE`? Ex, 4"e C.O. Ass . 2" SM-2A OVERLAY OF EX. ENTRANCE !' 36.00' 011 Q / Q aD TO BE REMOVED v " on ection to the SETBACK REQUIREMENTS: ! 1 C D -- Ex. 4 0 San. Sew. Lateral FRONT: 60' ! • I --PROP. GROUND\�, cn PROP. GYMNASIUM &SCHOOL O _` / EX 36" MAPLE SIDE: 50' (RESIDENTIAL) EX. S/GN 1! `�W Y - F.F. = 767.54 Q Z 100' AGRICULTURAL) _ M PARKING % ` I O z HGHT.: 32'-0" Q _ -- {�3+00 TREE (Typ.) REAR: 50' (RESIDENTIAL) 1! 1 0 i_ 1 STORY w/ GYM z a_ _ - Ex. 4"0 San. Sew. Lateral 100' (AGRICULTURAL) NOTES: t AREA. 18,125 SQ. FT. o w EX GRAVEL I I ALL CONSTRUCTION SHALL CONFORM TO ADA �- \ USE: SCHOOL U - - NOTE. SHOULDER ! t f _- FUTURE PARKING LOT AND DRIVE TO BE II IACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. � :D __ PAVED WITH THE TYPICAL PAVEMENT . 8' TYPICAL FOR VAN ACCESSIBLE SPACES & ' EX. TRAILER Li ! p m 5' TYPICAL FOR OTHERS. EX. HVAC T BE REMOVE _ SECTION AT THE TIME OF CONSTRUCTION. - i I ILj I cn vAN , UNIT & PAD X. WA TER LINE 642.42' I I k AccEss!BLE C, / EX. POLE II I I + � �� � � , EX. AMP c� �� 31. 50' -4 Q� (Verify) `12+00 I Q -** ERADICATE OLD STRIPING) EX HVAC & INSTALL PROF(OSED HDCP EX. LAYOUT AND MAKINGS. UNIT & PAD TOP = 38 ,- I; TO BE REMO VED ------ i - / & RELOCATED INV OUT = 763,311 EX. F. H. 433.01 ARROW DETAIL N.T.S. r--+- - --- -„- _- t SAN _ EXISTING CHURCH EX. LIGHT-- ®� SEWRli/C- EX. MH. I, W I - _ F.F. = 767.54 ■ 3 _ �. 429 E EX. LIGHTS - I EX HGHT.: 59'-0" �' �E_X._ WALK _ TOP = 742.73 -- - I Y w/ SPIRE: 114'-8" L _ _ INV. IN = 736.52 - -- -- i „ -- I JCANO� AREA: 23,030 SQ. FT. I / NOTE. = EX 348 y C?t i 95.5 -8 VC INV OUT 735.14 SAN 8 8 PVC - I EX. I I EXISTING GRAVEL PARKING LOT ARROW TO BE POSITIONED AS SHOWN ON PLANS o USE: CHURCH & SCHOOL SEW. N ! I I SAN. SEW. S VICE - I EX. - 11+00 TO BE GRADED AND INSTALL 2" (01- SERVICE --` ` ! 72" so" �_. _-,- Z _. I - -- f c) _ 979, - - _ - _ ®1.19 _ _ _ C. Z [f BITUMINOUS CONCRETE SURFACE � _____ � EX MH. so" _ EX _ Q _ tl ----� COURSE, FINISHED AND COMPACTED. EX. MH. �i �---EX. F.H. 1n TOP = 735. 16 ! -- \ � 4 _ __a _ i - _ Cl- Q HALF TYPICAL SECTION INV. IN = 728.42 I II OF ENTRANCE _ - _ \` ®� INV OUT = 728.35 i N _ i i 21• so" _ -- -- Q -- so \� -� d o ! N.T.S. ao Z �I EX. POLE F. ! EX. H. C� _� w W W 2 Z ! i EX. Ll 6 W - --4--I A w EX. WATER LINE __ I I �_ 30 It�S 1 ! �I __ _ W -__ 10+00 k 0 TO I CATCH POINT 14 ----- ---#-EX. ROADWAY-16 1 i 21" _ i-� EXISTING ASPHALT PARKING �`' 1/4": V-0" Min. I EX. PAVEMENT 1 STRIPING KEY cc-7 W TYPE B, CLASS i, YELLOW PAVEMENT MARKING, _ 2" SM-2A I ELONGATED SINGLE ARROW. SEE DETAIL. EX. LIGHT - f L� I f ILt T o j( \ '-I�1^'al...-1��- ���-�I�-II� �I�-'�IT= �11-„III.:!�� 3" BM-3 ! O 0 l G L T III . I III !!!-t 1 1 I►► -I I I ® I I " 8" 21-8ji ! IIW 12 COMPACTED SUBGRADE EX. GRAVEL L" y 71 �1 SHOULDER I ; EX. WA TER VA UL T �_L- 1_� L I , L I L L I I I EX POLE ! ,I LL LL g _ _ EX WA TER LINE " - 8 W -e W EX POLE EX. GUY WIRE EX POL - - - - - - - - - - - - - - - - - - - - - - - - - - N52106'00 "W 568.51 ' N51 *5725 0W 252. 67' N52107'23"W 522.92 O g O g 1-- O > U U W Q z U �' Z z G ._Lj J Q m J a 111 z 0 CL W 0 I I 0 z Z LI N z N X w W J V) = o U ai LI O 0 _ U o_ U 0 W 5 Q z U w D 0 o CC a_ a- X a" U_ 0 W U U m C/:) � o N N (n >, o C) U) U o � w lv s � U 3 zz J a. O z S r D U U W W oF' � f� TL40TW G. PANS U 9 No. 18M ' 'o� 8 j 81 f 45 �SSIONAL - SURVEY: C. I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: PL & A 95-0101 ✓AA/ES M .. Alf 3V f PIN.• 75-A-17 D.8 J74, Pg. 5 ZONED.• RA U!T- PASIURE LAND QADDEN DUNN PIN- 75-A-16 D. B. 191, Pg. 5J9 ZONED.• RA USE.• VACANT RAY BRONN NE7HERS aADDEN DUNN 50 0 1 50 150 PIN- 7.5--A-0 D.B. J01, Pg 541 ZONED.• RA 1/51:• RE3DENlIAL PIN- 75-A-14 O.B. 175,, Pg. J69 ZONED.• RA U.SE REA0ENI7AL Scale = 50 ft SCALE: 1" = 50.0' DATE: SHEET: 01-25-95 2/3 WRCINIX P1910E FPOIr PAGW£fiS, INC PIN- 75- A-2C 0B. 6j0, R9 295 Z6140.• B-.3 US£` MIIIr RA(WIN6 S52106157T 8JZ 530 PROP. CLASSROOM RENOVATION F.F. = 748.95 HGHT.: 25-0" 1 STORY a I� AREA: 6,054 SO, FT. CLASSROOM AREA: 1,475 SO, FT, 1; USE: SCHOOL J' �r,4=' EX. 24 ' 9G'TTEPNUT �WS A' 7 EX. 14 " BUTTERNUT EX. WA TER SE.R VICE EX. 24 " WHITE i! OA 7 -.. -- w TO BE ABANDONED. j EX. 12" WALNUT ! I I I EX. 15 " HI Ch OR Y 't EX. SHEL TER �. i I F. F. = 748.951 .� THE CHURCH OF CHR/S'7 Of W/NGNFSTfR !!�RG/NIA P/N.• 75-A-12 !I B. 555 Pg. 774 EX. 24 ASH ; t t--s.0o' F_ X. ASPHAL T USE' CHURCH & SC,NOGY t PAD r N! , t EX. 12 HJ�KORY I }� ;' -t8' AREA. 29. 3929 ACRES` `^SEX. 19 " TWIN WHITE OAK Widen Ex, Parking Lotj �47cNv '�15+77.16 :3/4" 0 COPPER Type {K -�- �� � r F.H. Ass 45 Bend & T.B. WATER SERVICE \ o 3 / 4 "A G P EX. POLE' I 2 00W, 01V0FAI iH Of ARG1N1,4 91WSION X MOr6w lfN16/f5' f PIN, 75-'A--7A I + O B. 477, Pg, 1,�3 �• IONfO.• B-? z x I x S52V 1 *4OT 475. 32' EX. SIGN2 EX, S1 GN I rN£ 0ARAI#CW 940' f'W. ' ZCWI o 1 92 U.Z' C6>W4(fRL%Ai &1Na,1,5'TP141 PAVEMENT DETAILS X O i N. T S. E POLE u'; rn I- w LLI Q �) C z 0 Q t Gn :r3 L J v Lt: <t n, 00 c; 0- 5 Cn f C. Cr p I Q «� �I I" r,I I M I i '' V Z U -j 0- Q ~ J d } o Q ?_ - 45 Bend 84 1, B. 1 oPP r ? 2 / L__ ALONG TAPER. II o F X. POL C pe "K" i ,cvLEX. .SA O \ \ r \titer Service Assy. ;'' r i EX, 5ARN� 14+95.89 CLASS ROOM ADDITION. 34.4 o c 8"' PVC -SDR 21 ---� I VOLL_EYE?ALL I SOUR, T WAT LINE ,� I ��� 2 ea. 8" GV &Box,-(W $ _ 4 1 "x8"x$" Cut --- In Q EX. 18" WHITE -'OAK)- \ y Widen Ex, 'Drive tq 20' ; eo. 8" GAT & Box TEE & T.B. 34.4 t } 45' �e'nd �c T,B."xF3'x8" ee & T.B. EX'. GUY EX. PORTABLE MARQUEE + V EX. 24' SN' x o - _ ' 8 PVC SDR 2 EX. TO A REMOVED AS EX 13 BUTTER,'VU7�., �_ `�� _ 11+62.93 - t WIRE '�`. E 18' ASH �- _� POP• F R LINE (SeCtiOn ,A} _ WATER LINE REQUIRED BY THE PLANNING DEPT, y �+ Q„ _ - _ ___ -- -- _ - --•._ �. _.._.�. _� 34. T ``� ---- 10. _'_ 10+00 10.00 10+00, 15+00 f ' , . L cZI�rav F r;�RAcniNI ara� N L - f--= - _ , _ , _ 1 F_ X, OL E' t _ r ' p1N 2 '- 45' Bend &; T.IB. 2' 0 P`,K SDR. 21 'p` ---- �__ _____ _� ____f _ n '--`�S_ �-2 _ 45' Bend & T. E? FORCE MAIN __ �_j __� -- �� EX., A SHHAL T DRI VE_ -`'``- _ _� _ ' 34.s f" ZGkt/f0. B? i �� "- - ---. EX. SIGN T (, usf CO 1N�usrAJ. NOTE: E)c'�G Y FiR _--j_-`_-�ry ` - - HGHT.: 7.2' X. G�&G _ ALL FINISH GRADES SHALL MATCH THE X. POLE _ !_ _. _Jr_ __ __; f_ ._ WE �' ec{icon B) L t ?- - _ --- _ _ ______ _-___- TO BE- REM VED EXISTING CONTOURS PRIOR TO CONS ,RI+CTIOf� _ _.. _ .__ -.. _ ... ._ EX. '-- -----_ _ - 14. J7 X 7.2'h - r 3C' ,� I � Q H EX. GtJY I TB�end TIONAL. TURN LANE ____ _X. ASPHAL T DRIVE __ X. ,5LA �' �X U TJL'J rY � E�.' PGLE ___ �_ & CRCSSGTER ___.-..�,,. __ _..__ _._. _._ __. .._.. _. _._ __ _._ .. _ _ � T E-X. ASPHAL T DR; VE --- EX. POLE p -LINE ' O BE ;' x---- "-4& T.B. -- __ ti __..__._ E- Z --_ti REL&A TE©- - � F, sy ), ��-�► _ _ _ _____ __--- - - - *W ci C9 H � `� JR EX 0� E �X. ASPHAL DRJ ✓E - --- --- - - EX. POL oo V EX. ''6 ., CItAf� - /" �; r PROP. _TRAILER �¢ 3 oR>\{� --- - ---- __ GRA �'EL DRIVE __. _ -__ -_ _ •-♦► 3) 3 a= ° S >> _ _ CN HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL AP�DL.E TREE r,� rF nr" �CLFS� ROOM ! ; 7 �- -�a+DD - - - _ _ _ - - - -Y -- - - - - 0 t _ i F 6 00EX ou N !.S. N.T.S. I _T ( %� / �. u� U CS HANDICAP SIGN ��� YP� ,� W c� . - i�4ilcs ("E_ _ 7 f ��� NOTE: PROP, TURN LAPvE & TAPER I - - - - r 12" > �s" STD. \ CF4YAL,K 1 ,1/ ST THE EX. !S _ h'EMOVED 8 21 -B S I JNE 3 !OlJSf S. �P1M, et c�1 _.. _ _ ` _- F. I Q HOUSE 0 B „ ,_ T' ' �w G Y RY US _ Z C� " w,O - - - - --- V 3 4"0 Copper Type "K' & RELOCATED AN T i� �X. 0 P/N y,r-A 1 ` xS -� - I PP yp R TED D E 3 !3M- 3 BASE COURSE a-- ' 50 -�� O N --Iz" x s" STD. t, D �G; I -,_, / Water Service Ass DRIVE SHALL E3E ERADICATED 2" SM-2A ,iJRFA,CE COURSE POP. CG 7 1 � U W 0 D.B. 45i fsq 35 ti. 1 ! ' i PROP. ,4, y. T 14.0' W ! O CONS. WALh� & -- 1 "0 Copper T , V ZG�Nf�7 RA iry I ry EX. GU 1 PP YPP K" AT THE I,ME THE FUTURE PARKING 3 . a 3 U5T °A.S/7JiPt" L4Nls HDCP SYMBOL 3 STD. U -CHANNEL POST ; ¢ v q O T, lU .; W000 HDCP RAMP . Water Service Assy. AND DRIVE ARE TO BE INSTALLED. A1114 �t *tW/1- �► C✓B.S6W U (YELLOW) (\ _ = cn �z; WIRE _( L,. POLE V1 W Y CL Q p u� ✓ �? EX. HVAC -" k: �_ Ex. 4"0 C.O. As 637.40' c - 36.00' �O D) j cn t 1 ,. Ek POt_E w�, 2" .�M-2.A OVERLAY OF EX. ENTRANCE � GWTD. 9 ¢ ! �i 5' vie onnection to ,he SETBACK REQUIREMENTS: Q W Q �6 cn usT c6a11rfRc7Al 1NDrrsrRrAt Z Q W > ` D I ,�- 1 `` Ex. 4"fir San. Sew. Latera, FRONT-, 60' --PROP. GROUND PROP. GYMNASIUM & SCHOOL_ ' i ca``� - r \_ � EX. SJGN w m � �, I W z ! I SLOE: 50' RESIDENTiA!_ I C) Q .x �; � EX, 36 " MAPLE � � ^� Uj o'I r TREE ] 100' (ALRIGULTURAL) a R ...� F. F . = 767.54 �' -k,l� i ./ YP� � _ ~ � z, HGHT.: 32 0 ! . �3+00 REAR: 50' RESIDE:NTIAL Z L PARKING !' \ n;' ,� 1 STORY w/ GYM 1 I�, i �a _.. r ( I ) i I / i __,L __ Ex. 4"0 San. Sew. Lateral 100' (AGRICULTURAL) NOTES: �?� J a AREA: 18,125 SO. FT_ w 1 EX. GRAVEL USE. SCHOOL NOTE. SHOULDER I -- ALL CONSTRUCTION SHALL CONFORM To ADA a s i � a _ji FUTURE PARKING LOT AND DRIVE TO BE ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. `, '�' 11 � PAVED WITH THE TYPICAL PAVEMENT 8 TYPICAL F(R VAN AccEss+BL€ SPACES 3ei EX,. NVAC / SECTION AT THE TIME OF CONSTRUCTION. 1 L7 5' TYPICAL FOR OTHERS. x UNI T & PAD I / x - ,EX. WATER LINE I� -! 642.42' EX. POL.. L= 433.01' ARROW DETAIL N.1.& ARROW TO BE POSITIONED AS SHOWN ON PLANS r_�72" F_ 60" 21" STRIPING KEY TYPES, CLASS i. YELLOW PAVEMENT MARKING, ELONGATED SINGLE .ARROW. SEE DETAIL. A 00 P to w APPROXIMATE LOCATION OF RELOCATED HOUSE. 100' Min, I EX. WATER LINE f 16+00 ( 60' Min. TYPICAL SECTION r�. 1 OL1 PRIME & SEAL _._.___.__._.__,,, O SURFACE TREATMENT ` U" 8" 21-- a 7-1! 1 g COMPACTED SUBGRADE 1 i !! I I I 1� rNf fiIARAril�V $4,1pr' PIN. 75-J--7 k kl ti ZOACO B! I EX. END WAL rr.2;• C�EROAI 1N141� brrlAr i _ EX.~ STORM �FWFP EX. POD I j {iI I I I 3 4. 6 Jill i11fFl ; NOTE: NO ADDITIONAL UTILITIES, PARKING AREAS, MAINTAIN EX. ^'' h1ll,'I 34.5 , OR SITE FEATURES ARE PROPOSED WITH SHOULDER WIDTH ' 1{ z _ - ` P (Verify) 12 < 00 p ¢i j1 �., O ERADICATES OL STRIPING J A. .__. - -2I i + Q �- X. H VAC _ Q I I (D (0 r l_ & 00 INSTALL PRO OSED HDCP I EX. MH.`\ '' ,� „ ► I r LAYOUT AND MARKINGS, I" UNIT &PAD Q a�, !>I AtO F e� PArS'rf Sh!4Pp N I 1 h , f TOP = 67.38 TO BE RFMO VEn Q �v 75-A-11f s INV OUT 763.33� .� ,fl N 1. 4 - USf. RETAIL SfR4�Cf USES '` O EX. F. H. / 8c REL OCA Tt D _ / £X'. 36 .� 3 16N£a B' Ci r cD EXISTING CHURCH , -� EX. LIGHT - - - - ®A- .S� !y SER �C " - ., � � ... , . �.. , E.X. .MH. 000 F.F. = 767.54 ( fl _ _ w- A _-• ! 4?9' 41 F__ _ EX HGHT.: 59'--0 EX. WAr_K _._ - - TOP = 742. 73 O� > _ f CANOPY; w j SPIRE: 114'- 8" r _ _-, -- .. IN IN = 736.52 "` a- ..°° .. w v v _ "_._ 1 ^ T 11 NOTE: JNV OvT = 735.14 EX, 34 �, V"" a) C C I AREA: 23,030 SC?. FT. ® 8.8 __ L EX. 95.5'- 8' n i. USE: CHURCH &SCHOOL _•. 'EXISTING GRAVEL PARKING LOT SA/V SEyy 8 f'I/C L- C3 .T _X. LIGHT c� +00 TO BE GRADED AND INSTALL 2" ®�, 979,' Eh�V/CE �. K� .,> .�n ,� R I �', �'�S Vr�E a a L X. MH. - - BITUMINOUS CONCRETE SURFACE �, � -� --� � �' ^ I -f- X _ EX. LLGN7 ¢ _ __ ..I !'7` - _ COURSE, FINISHED AND COMPAC i E:D. EX. MH. ®- ci �.. If,jt, . _._ ¢ cr- TOP = 735.16 I I - _ �_ __ _ __ _i __ �' *•. \ _ _CL- - :a HALF TYPICAL SECTION JNV. LN = 72f3.42 _ 'IT_. _ _ D - 728. 3J -' OF ENTRANCE � JNV our -- W _ yg{ �' EX. F. H. _.. __. = EX. PO 4 _ Cr EX. L (�H T .�, _ .. _ _ -L. _. EX. WA TEI� LINE- ! I ' I i I ! I i cn - { k �- I I I ' V) --- 30' TO RADII CATCH POINT 14' EX. ROADWAY-16' L dl- P STRo9wfR• NVC I � LT}3 OF 10+00 Q I SIN TS-A-1>� tiA t! n T 1 - I . V'FMENT EXISTJNG AS.HAL , PARKING EXPA _ - _ - _ USE cif iCf F _ - - :� 1 lei ; i I i ! ; { ; I _- ! -- --1 _ 2" SM- 2A 1 �' TWO HY PAINTER y EX LL T ►n. Q -- I'I'I ' - N �__ {._ L,r ; " -; - - .. # +� -I � ; { �, - : � � - - - �; _. +� f- _ I � . 18260 _ _ - 11 y i_ t LI T I o X IG !` , 1i- 11�If -Yl�� -`�I 3" BM-� I ® ' L ,,.{._ .I i'I I I I I. 1 1� I ti I t0� 1 'T l ( i I 1 '�\ - 1- I - j:..." ,_ . I I I � � I .._-, i I �� �. � �� �+r IX, I IIG T I I I i- i` {_-_ } --I I I � I I I I _ a "-. 07 115 q c" 12 COMPACTED SUBGRADE I EX. GRA VEL IL`� � ZONAL � ,n EX. WA 1"ER VA( L SHOULDER I 1 T 1 I SURVEY: C. I.: I l i i it L EX. POL E ' �E ___ _ _ -- __"` EX. POLE RITCHIE 2' E_ X, WA TER LJN�. - -- -- 8 w _ _ _ - T_ _ _ _ _ _ 8„W ___ __- - _ SURVEYS E.X. GU �,_ _._ tam x tip t_t_ DRAWN: JOB NO.: N52106'00 "W 568.51 ' N51 '57'25V 252. 67" 522.49 PL & A 95- 0101 I aAQ0fN OtAW 9AY BRC)W .NETH£RS LYA00fN OONN 50 0 I 50 150 SCALE: P<N 75-A-16 f�iV. 75-A-0 PIN- 75-A---14 1 " = 50. 0' 0B >B1, Pg 5.79 Ddf 341, Pg, 50 a369 lO-a- RA ZOACO. RA ZONCO- RA „ DATE: SHEET: UST U.T.- Rf_%TNv 741. USE RTS✓D£NT,rAL SC al e 1 = 50 f t 01- 25- 95 2A/3 ✓wi-5' M. N£SSYCK PJN. 75-4-17 a B. J7w, P0,. 5 7RN£0• RA UST• RASrZIRC LAND -DEAD TEES •• mmummommum MEMENSEENIME mmmmmmomom MEMEMEMEME mmmmmmmmmm mmm�mmmmmm IMEEMMMMEEE =MMMO MIMMMEM mmmmmmmmmm� mmmEMEMEMM ' immmmm®mmmm GRAD FREDERICK COUNTY SANITATION AUTHORITY STANDARD DETAILS FREDERICK COUNTY _VIRGINIA 150 PSI-2500#/FT2 E� t TRENCH # r= 6 MIN ..� Fl y. . 1: MACHINE EXCAVATION L IMI T PROPOSED FIRE LINE PROFILE (Section B) SCALES: �H� 1" =50.0' V 1" = 5.0' 770 Z 770 U Z O crLIO i LL_ to 765 Ln I N 'Q - — - - -- - - - - - -/ -- - - - - 765 - �t:_ Ex. Grade -y / Ex. Dri esi-� 760 Prop. 8" m t _ _ - _ •- _ _ - _ _ 760 I WATER MAIN � I .� 701-6" DI CI. 52 z WAITER MAIN 755 � 755 I q, x C6 m CL 750 to 0 ' ,- 750 DIN' -I1 0! to O r, O�U C) X o O= x q3%0 o 6 a x �I w >, v,� 745! v , _ LrilmI) w �- - --�� Q —1-- 745 10+00 11 +00 SERVICE r x PIPING METER SIZE YOKE# METER BOX METER BOX COVER DIA- IN, DIA.- IN. 3/4" 15 G.PM. 510 D 18 in. C32 1 15 G.PM. 510 D 18 in. C32 III 25 G.P.M. 510 D 18 in. C32 I'I 40 G.P.M. 512 D 24in. C32 WITH # I EXTENSION RING *INDICATES FORD CATALOG NUMBER VARIES AS REOUIRED \\yiA1Nr IB'- 21' iETER BY BC.S.A.-�— G Uq PONAIIUN JIUY z i B"MIN. 450 i( WATER MAIN METER COVER SET 2 ABOVE FINSHED WIAOE PRIOR TO SOOC POLYETHELENE Box 30" DEEP ELBOW WITH TEST VALVE \,�= =I TYPE •K•COPPER TUBIK CONTINOUS WITHOUT JOINTS FROM MAIN TO METER NOTES:@ EXACT LOCATION OF METER BOX ASSEMBLY TO BE APPROVED PRIOR TO INSTALLATION. REVISIONS 2 i2 86 F C FREDERICK COUNTY SANITATION TYPICAL —3/4" & I" AUTHORITY S A STANDARD DETAILS FREDERICK COUNTY VIRCIIt14 SERVICE CONNECTION PROPOSED FIRE LINE PROFILE (Section A) SCALES: (H) 1" =50.0' V 1" = 5.0' VISUAL ALARM AUDIBLE ALARM ELL 115V UG CC A TO BU 230V r Puary H-o-A PUMP ON LIGHT FROM BUILDING NONSHRINK GROUT SEAL(TYP) - THRUST BLOCK DETAIL NOT TO SCALE REQUIRED AT ALL BENDS IN FORCE MAIN FORCE MAIN N ' SECTION Dn FULLY FILL 2 - A ACTED MATERIAL CLASS " F FRENCH AND BEDDING DETAILS I.E.- 746.0 CHAMBER BOTT01 ELEV.- 741.3+- LL PUMP CHAMBER DETAILS °p NOT TO SCALE vl - -- -- z W O O F --------------) PZ o a Z v v > O I NEMA 4 O W Z ELEC. CONN. BOX I � (CO 0 Lu TO MAIN '.0NNECTION Z (^ C�I - GRINDERID 01 J Z PUMP 0 Z [0 1 CD J I II CL N O Q PLAN C) 0 O 2e DIA. CONC. RISER do COVER Z MANHOLE - 12" MIN. COVER PVC FLOAT SUPPORT HOOK CORROSION -PROOF UFT CHAIN INVERT +56" DISCONNECT COUPUNG(TYP) - 2" GATE VALVE CHECK VALVE HIGH +3d .WATER ALARM � +3 PUMP ON +2 I PUMP OFF 1 + 10" 765 765 SYSTEM DESIGN CRITERIA ll { x I l�l N�l',SI'IOCII_ICA-1•10NS Ex. Grade j ! ~ >- m t't.)t I 40' I N I'unlp lilcvation: 74 1'I - I I� ( I a Fh1 I lighpoint: 763'r- r'Note: ! i I TRENCH BOTTOM 760 �- Lower i e in this a ea �y�! ^c �I-- I 760 rM t,a,�th: R2(r UNOISTURGEO EARTH - - - --- - -l0 aCCO modate Or e- �I --_-_._-. __-._- Ia. l)IL-21 PVC �Z�- t main er ssin -- I i\ -- N ^Q > I Design Flow: 12 gpm TYPICAL SECTION Ex. 8" Dia. — — I I o \ E ��� �> Do I Line velocity 2.81 fps Friction Loss (u) C'=120- 19, WATER MAIN I I 1 n- I Iw i Misc. Minor Losses: negligible • 755 l `t �`� �� t j�-� I ?755 I'u►np: S.f.A-KIT'G 12S61-1012, 2H1'.2i0v,lph(or e(ual) 6 MIN* -- FLOW A I 577'-8" 0 DI CI. 52 „ , . • D � WATER MAIM � 1 Ntrrnher of Students: 74 A Flow per Studcnt: 10 gpd NOTE ,__ ' i I \ Q IN LIEU OF woDO FORMING THE 0 � E I � ( } /�vfragC Daily Volume: 740 gallons FITTING MAY BE We WITH 750 Z I POLYETHELENE , AND THE CONCRETE _ - .� , • 1 A •' - I I Peak FloNFict: 4 POURED TO COMPLETELY SURROUND ;�: • _ -_- _ ' _. ..._ ._._ THE FITTING,AND AGAINST I I I 75O Peak Flow: 2.(!0 gpnl UNDISTtitBED SOIL . �. W • ( ` THE BEARING DIMENSIONS AGAINST �� i ! I `� (I _ UNDISTURBED SOIL SHALL REMAIN x i I I x pl lyll' (AtvF130R IDENTICAL AS SHOWN. / m m I 1 I m m X ( ! I ('hamhel-: 1250 gallon precast tank W I _ Chamber DIII•enslotls: 108"1 x 54"tv x 67"h (2) FOR BLOCK DIMENSIONS SEE +s SHEET &S or �j , OROki _1 ! I a SHEET o/ 745 i r �' t- I m A'~ 745 �,Vii th; F tnt h: i �.24 E anuns --m�z _ _ - Dram1mvn Volume 328 gallons r. O� Gj CD 1 N 0 C� a i I 1 ! I _ OIO► �� I I +i+� i Cycle Length: 128/32 - 10 minutes{ ` t c O 0 o a0 00 I i r' O 00�_ � I C I ' i 1 � I ReserveCycles ,er Vollu ►e: (56 galoiis .25 I- I Vic' THRU 90 BENDS r-l.- x y x �_ Do 'Do w a vC x i of Q x tY v• i I ! I Itet�► Distance_1_u� C'tIL Idier ttot►, 740 U x N t%� 00 Lt -- _t- — I 1 _ i ► _- --------_----�---------__— _ 1 _ _---- 740 I wales curl off IQ' ._... — 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 t"""I""' 23„ - — — — ---- ---------- -- high walcr ahl 3011 discharge tit►e invert SG" 12" 1 2•• 1;ravily line invell 5(►" FREDERICK COUNTY SANITATION AUTHORITY TYPICAL FIRE HYDRANT STANDARD DETAILS ASSEMBLY REDERICK COUNTY, VIRGINIA PROPOSED SANITARY SEWER FORCE MAIN PROFILE SCALES: �H� 1" =50.0' V1" = 5.0' 770 — 770 I 1 j I I i i t I a -I M IC i ° I I I I I I I I a { �! 765 v ----- oo -- -- :---__ i ; i I _ -- �._ . --- .. Ex. 'Grade _ - � X o765 U { i roposeo Gr dl 7601 �- I � Im � � Im � i i � � i � I � I ► I + <+ v p C I - a m + N Min. 1 , 755 tea I _ — - -- - � � � ,* 1 I 755 ` I I00 I 'I 0 f PROPOSED CLASSROOM BUILDING f ► //� rn ! I >% 750 F.F. =1 748.95 I I i I �' I ' ( C j t i I , I i I° tz 750 10 -- -�-' q 820,50'-2" 0 P�C SDR. 21 m I c 745 — -- -� ; SANITARY SEWER FORCE MAIN ! V m m ! �m } °� ` I 745 -- - ---- --- - - 1 1 2! �-- &i3j - N M tD r- (D _ IT 00 tD F OI O 0 ---- - -- --- - w �i? !w =i I lm �m I I �I I+.I C �1 �m i 00 I �m Ic C 740 -- -- -- I i _ i —�- -- I I _ II _— L�� ° in �� LO ° 6 ° in to �r�cn,� °jln v1 _ cnlU 740 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 l_ n- R ---C D E F G H I I K 11t)M1' IIUMII DISCHARGE EI_EV. LINE FLOW LINE LINE FRICT. MINOR PUMP FI_EV ELEV IIEAD DIA. VEL LENGTH LOSS LOSSES HFAD (it) (In) (GPM) (tpS) -(it) (tl) -- -(It) - -.-(it) 1 741 763 22 2 32 2.83 120 100 F- w W80 L I Fo 60 40 20 0 I_L-Lp - IMPELLFII NO 1011 --fl- :-R-:- a - ___ - - IMPFLI Ell NO 1012 0 10 20 30 40 CAPACITY-U.S. GPM Pump Impeller Horse- Phase Volts Motor Model Number Power - - RPM 1011 - 12SG 1 2 1 2081230 3450 1012 -_- -- 0 J Q O 0 0 Z IW V 0 J U W W 0 0- V) O }a. Z O F- Cn C 57< � W W H Q U z O U 0 S ` • � p tr•. U W 0 W U W U Y U S U � _Z Q W Q m W XC) ? LL_ uj 0 O af a- C/D Rf� (=II �' U 00 � N .�J N N N (n cD N cD co LD � D �.c 000 L_ In LO to O �5 L +� C:,0 0 to + �I s V Q1 X 4`��`tiTH OF yf n G. PAINTER No. 182W �SjONAL SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: PL & A 95-0101 SCALE: 1" = 50.0' DATE: SHEET: 01-25-95 3/3 MEMORANDUM TO: File FROM: Jeremy F. Camp, Planner II DATE: December 16, 2003 RE: Revision to Site Plan 22-99, Mountain View Christian Academy Site Plan Staff approved a minor revision to the above -referenced site plan on December 16, 2003. The revision from the original site plan, approved 7/15/99, includes the replacement of the existing mobile classroom trailer with a newer and slightly larger mobile classroom trailer. The fire hydrant in front of this trailer was also revised to reflect as -built conditions. Approvals from the Fire Marshal and Building Inspections were obtained. JFC/ EX. Pot E NfPWA PIB f fRU11 PAOk'£R_` hW PIN.• 75-A-e'1;' a &Ta Pf 2YyN 295 o. R•-3 US1.• FAUI RAMC S52V6'57'rE 837. 53' 4 � �� .� � ilk � �, ��� r• .�, ,��� � �� ,�.� �• i ,�"� ��• PROP. CLASSROOM RENOVATION F.F. = 748.95 H GH T.: 2 5'- 0" 1 STORY f. AREA: 6,054 SO. FT. CLASSROOM AREA: 1,475 SO. FT. ,` s..-� I USE: SCHOOL � . �-' < EX 24" BUTTERNUT �+ EX 14 " BUTTERNUT EX. WA TER SERVICE EX. 24 " WHITE OAK,-,.,N, ,�• J , _ - J TO BE ABANDONED. I - EX. 12" WALNUT EX. 15" HICMORY C.I ( EX SHEL TER F. F. = 748.95 I II THE CHURCH Of CHR/ST 6V- WNCH£ST£R, k7R6NIA PIN' 75-A- 12 D. B. 555,, Pg. 774 EX. 24" ASHY k, 1--9.00' ;t I60V£D.• RA t S EX. ASPHAL T 1/2.1 CHURCH & SCHoa PAD AREA. 2Y J924 ACRES + EX. 12 „ HIPKORY I EX. 19" TWyN WHITE OAK Widen Ex. Parking Loth v } 15+ 77,16 a3/4" 0 COPPER Type �K �,, # F.H. Assy, 45' Bend & T.B. WATER SERVICEfAl 2"-45' Bend & T.B. 3/4"0 Copper � :V'.'" EX. POLE ,' , Type "K EX. SAND ter Service Assy. 8"• PVC SDR 21 VOLLEYBALL COURT , #:` WATgk LINE EX. 18" WHITE OAKX,,I 'Widen Ex,'Drive t9 20' EX. 24 ASH o' 45' Bend & T.B. f EX. 13" BUTTERNUTS• 4tE18" ASH ' .PROP. FIRE LiN (Section A) EX, 13" WHITE OAK 10• 2"-45' Bend & T.B_/ L2" 0 PVG SDR. 21 ' - ------ -� FORCE MAIN EX G ALL NOTE:EX, GRADES SHALL MATCH THE X. POLE�' £ EXISTING CONTOURS PRIOR TO CONSTRUCTION. EX. GUY - EX POL i" >• T WIRE rG Z I EX. '6 " CRAB V I HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL APAPLE TREE ` 12.11. N.T.S. N.T S. nb l TyP HANDICAP SIGN 12' x 18" STD. 0, 4' zow S 9FAK et a_- PDN! 74-A- 71 N -12" x 6" STD. ,0A 4M i J5a z ►� ►� p O n, t� Azfa RA HDCP SYMBOL STD U-CHANNEL POST Q Q �� O -fin 0 _ q� UAr' PAS11A4lr LIAt7 (YELLOW) �� IT _ _ \ rrn IL 0 - PROP. GROUND / `. x # r t!) 14, .. r1 RESEI?VED 1 ., G� i- PARKING r NOTES: (� ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. • a' TYPICAL FOR VAN ACCESSIBLE SPACES & j 5' TYPICAL FOR OTHERS. ACCE SS181E #f'&7H or Zvi or A07M 14hofs Pft- )5-A-AA ad 477, Pg 143 I A 0.• 6-2 OTAX S52101'40 "E 475. 32' EX. SIGN_ _- PAVEMENT DETAILS EX. SIGN I, N.T.S _ TYPICAL SECTION EX. POLE IPRIME & SEAL SURFACE TREATMENT I I1 I 8" 21-A COMPACTED SUBGRADE - W Z } Min. ( Ii 3 a� I APPROXIMATE LOCATION OF I RELOCATED HOUSE. (EX. WATER LINE I W I ► EX. END WAL 'ex STORM EWER E.X. POL C�4�nC� 34.6 _ s 100' 16+00 f 60' �u2 (` If1� w Min. Min. U MAINTAIN EX. 34.5 Z SHOULDER WIDTH h�a ALONG TAPER. N C EX. BARN . NOTE: REVISIONS r�� �A V 34.4 0 ' 14+95.89 TI•#E CLOUDED AREA INDICATES 7HE PROPOSED ,, � �1 \ � In I r 2 ea. 8 GV & Box REVISIONS FOR THIS SITE p J A NEW TRAILER I i1 8x8x8 Cut -In r- \ �' t4 1 e®. 8" GV &Box TEE & T.B. SHALL. BE INSTALLED IN LIEU OF THE EXISTING �I � � I � 404 1 6"x8"x8" Tee & T.B. TRAILER THAT WAS PI?�tPtSED� 5 c�Rl+:;;NAL." I. + ` EX GU Y P� -.1•.' '8". PVC SDR 21 � W1R f SITEPi AN SUBIl+�19TTE D ON t.. , `� , I'yC� s�TF�ER �' v Q _11+62.93 WATER LINE '` R'EV610!i ARE PROPOSED AT THIS TIME, �11� ~� It _ - �- 10+00 tq t 00 10. 15+ 00 Ex. POLE _.� _ , _-� ,. ^ -'` EX POLE r- -----'2"-45' Bend & T.B. •-. 3 TC EX;. -dSPHAL T DRI VE ____ EX. SIGN w�,- FIRE LINE F.H. Assy. HGHT.: 7.2 ~ (Section B) EX. WF 1 PTIONAL TUR LANE -"" - �' T 14.3 / x 7.2'h X 35.2 30' } EX. C&G . 4 _. _. _ _ w. _ �. ASPHAL ORI VE /STAND T -� --T - - - R1 o V l do CROSSO E _. _ .. W EX. ASPHAL T DRIVE " EX. POLE _ _.. _ _ - _ _ _ _. _ _ _ _._. _ _ _. _. �`OO EX. GUY tO Lil Bend TM. EX. PDLE*' _. _ _..- _ ... _. - _ _. _.._ ., _. _ EX, CdcG L Q N7RE `'" _ Lli . y . 'r EX. ASPHAL T DRIVE .___r/EX. POLE" Y � $ PROP. TRAILER 4 {� I , I i 3 �W E�GRAVEL DE1 -►� O 0 _ ' CtASSROt7Nr _ _. - - - 1 a F.F. = 767.00 ( °+ ,J Y X.SE t4+00 o` I w tr 4214' i ,,, . , 7� ..68 �� "NOTE: PROP. TURN LANE & TAPERP. ' - - J WIJ ' ' R t�I '''U -1 STY P THE EX. HOUSE IS TO BE REMOVED 8 21 -8 STONE 4"' i I -I © a 3 I, / 3/4"0 Copper T & RELOCATED AND THE EX. 3" BM-3 BASE COURSE--50.0'- `L o0 PROP, 4 CON C.1 p Type "K" PROP. CC- 7 UJ WALK &STEPS � Water Service Assy. DRIVE SHALL BE ERADICATED 2" SM-2A SURFACE COURSE , >+ FIRE -RATED WALLS , (15' From Corner) ' PROP. GYMNASIUM & SCHOOL c" F.F. = 767,54 HGH T.: 32'- 0" 1 STORY w/ GYM �r Q_ _ AREA: 18,125 SO. FT. ,,, USE: SCHOOL EX. TRAILER -EX. H VA C REMO I i UNIT & PAD TBE / "`C 31.50' --I P (Verify) .� 12+00: **'ERADICATE OLD STRIPING) % EX. HVAC & INSTALL PROPOSED HDCP NIT &AD LAYOUT AND MARKINGS. F �` TTOP - -- ,- -- / O BE EMOVED " { - -- - EX. F. H. & REL OCA TED INV OUT 763. t EXISTING CHURCH LIGHT FF- 433.01' F.F. = 767,54 EX • _.._- EX. LIGH T _ ! EX HGHT.: 59'-0" co WALK ARROW DETAIL - I CANOPY' w/ SPIRE: 114 -8 AREA: 23,030 SO. FT. N T.S. - USE: CHURCH & SCHOO -�--- EX. L I ARROW TO BE PUSI110NED AS SHOWN ON PLANS - -- C� `- -- I I LIGHT 11+00 - � f - .. Ex. 104 21 " 60 I EX. F. H. c EX. L LAN.___ _ �. EX. WATER LINE I 7! T� 21" - EXISTING ASPHAL T PARKING 10+00 STRIPING KEY TYPE B. CLASS 1. YELLOW PAVEMENT MARKING, �- L "- `-" I 'n i I I ELONGATED SINGLE ARROW. SEE DETAIL. EX _. ---- - - - }-- \ , E _ Ll G I�X. L I T Vi Ij N52106 f00 "W 568. 51 ' .14M£S M. A f-IN >t' RN.- 75-A-17 D. a -174 Pg. 5 2i'.Ikra• RA 61 PAS&ff LAID Q'AX10% btA►#V PPV- 7" -A-16 D R 181, Pg 539 2MC9 RA (9- VACANT I11LII ILI' N51 '57'25"W 0 }- 1 "0 Copper Type "K" AT THE TIME THE FUTURE PARKING 14.U) water Service Assy. AND DRIVE ARE TO BE INSTALLED. 0 - Ex. 4"o C. 0. s3�.4o' 2" SM-2A OVERLAY OF EX. ENTRANCE EX POLE 3600, D_ fivI a onnection to the "r SETBACK REQUIREMENTS: Ex. 4"0 Son. Sew. Lateral FRONT: 60' I l EX. 36" MAPLE SIDE: 50' (RESIDENTIAL) EX. SIGN -- 100' (AGRICULTURAL) I TREE (Typ.) 3+00 REAR: 50' (RESIDENTIAL) - Ex. 4"0 Son. Sew. Lateral 100' (AGRICULTURAL) I q NOTE: EX GRAVEL ( Ln FUTURE PARKING LOT AND DRIVE TO BE SHOULDER I I o PAVED WITH THE TYPICAL PAVEMENT (- SECTION AT THE TIME OF CONSTRUCTION. X WA TER LINE 642.42' EX POLE I + r� I 0 Of cr_ I SEW. SERVICEN R -�74 _ I I A, TOP - 742.73 IN IN = 736.52 ` 8 8 _ V► 95. 5'-8" VC NOTE: INV OUT = 735.14 EX. 34 • -8 "` EXISTING GRAVEL PARKING LOT SAIL SSLc••W F'VC! ' "'' �--- tV TO BE GRADED AND INSTALL 2" ®� 97 SERVICE- '-�-.. i jjEX. SAN. SEW. S VICE i BITUMINOUS CONCRETE SURFACE COURSE, FINISHED AND COMPACTED. EX. MH. �w y '� EX. F.H. 1 TOP 7 .1 O 35 6 HALF TYPICAL SECTION IN IN = 728.42 I OF ENTRANCE IN OUT = 728.35uj I N T.S. z $ rr EX. POL E Iv Z� I -- - 30' TO RADIUS CATCH POINT 14'-----{- EX. ROADWA`f-16, _.. _x_ Y 1/4", 1'-0" Min I _---- EX. PAVEMENT I { I CG- 7 x I 2" SM-2A .....;'' 3" 3M-3 s" 21-e LCOMPACTED SUBGRADE EX. GRAVEL SHOULDER I ` EX. WA TER VAUL T EX. POLE 811 W_ EX. WA TFR L INF. _ 8" W _ ---- L 1 EX. POL E .- EX. GUY WIRE EX. POL ' 252.67' N52 107'23"W 522.92' ` Cn 0 W O .«• O_ CO RAr 9WW Af N&S' aAt9N bV*W 50 0 50 150 RDA!• 75-14-13 PIN! 75-A-14 aB. ",, PSI 501 98 1.7� Pg 369 AWa RA 2G11lra- RA USE:' AisVf*I51AI 41 klrSGll<NAAI J C o/ e % = 50 f t R. yi ?LSO- z0 cn re VI CY1 4) 01 + z" 01 Kr} O 0 1 nI � 1 - 1 I iN, IrI v Q � 00 Z W W U J O = W 00 W H CL Z 0 F-- X V) CL w W t F_ � Q V _Z (� LA_ tY 0 ... Er- > }}w ++D Y �Zy J V W O W U � V Y U > V � W Q m a Z U_ V' O ■ 6 mj O ■ C. CV 3 04 01 a C CnN Ln CV I'-r, I17 Y C N N 10 2 CD J t> 0 > If) �� 1 �r v -0 0 y C O .� 0 ii ` `' a 'm C, LUa1 L C U - p ~ww ZN �03 QO a I 0 Z � +_ w 0w IV)Z ZZ Ow TH Ojl nU G. 11NtTER 1 60 SIONAL SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN BY: JOB NO.: PL & A 95- 0101 SCALE: DATE: 1"- 50. 0, 01 /25/95 SHEET: 2A/ 3 Request For Site Plan Comments Frederick County Fire Marshal Mail to: Hand deliver to: Frederick County Fire Marshal 107 N. Kent Street Attn: Director of Engineering First Floor 107 North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-6350 (540) 665-6350 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Pam` ��-I/ - t✓ �._� s �. �. C . Address: 3 O a .-5 I T) c,k Lj , n c-L--c s--k-s- A aa.0 o Phone Number: (_ �-Lt a � C, a - S 7 c, Z�—_ Name of development and/or description of the request:�4- Uf Gt.,;sh— Location of property: , ja\lei i� � ILf v l o� � .� � t A- ctC�A. Vvj,c�e✓a c-k. C..)VeA V/ t Fire Marshal's: Request For Site Plan Comments 19 Control number SP03-0062 Project Name Mt. View Church of Christ Address 302 S.Braddock Street Type Application Site Plan Current Zoning RA Date received 12/15/2003 City Winchester Tax ID Number 75-A-12 Date reviewed 12/15/2003 Applicant Painter -Lewis P.L.C. State Zip VA 22601 Fire District 11 Recommendations Automatic Sprinkler System Automatic Fire Alarm System Yes Yes Other recommendation Portable fire extinguishers and smoke detection equipment required. Emergency Vehicle Access Adequate Siamese Location Not Identified Emergency Vehicle Access Comments Access Comments Requirements Hydrant Location Roadway/Aisleway Width Adequate Date Revised 12/15/2003 Applicant Phone 540-662-5792 Rescue District 11 Election District Back Creek Residential Sprinkler System No Fire Lane Required Yes Special Hazards No Additional Comments Replacement of n'iobile classroorn with, larger building, Location same as previous structure, Plans do not affect current fire and rescue response. o Plan Approval Recommended Reviewed By Signature Yes Timothy L. Welsh Jitle,