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HomeMy WebLinkAbout036-95 Training His Tots Christian Preschool - Back Creek - BackfileCHURCH OF CHRIST AT MOUNTAIN VIEW THE CHURCH OF CHRIST OF WINCHESTER, VIRGINIA PROPOSED GYMNASIUM AND SCHOOL BUILDING ADDITION PROJECT: GYMNASIUM, SCHOOL ADDITION, & SHELTER RENOVATION CHURCH OF CHRIST AT MOUNTAIN VIEW P. 0. BOX 2702 WINCHESTER, VIRGINIA 22604 (540) 869-2244 APPLICANT: VALLEY BUILDING SYSTEMS, INC. FRONT ROYAL BUSINESS PARK 490-G SOUTH COMMERCE AVENUE FRONT ROYAL, VIRGINIA 22630 (540) 636-4386 DESIGNER: PAINTER-LEWIS,,p.l.c. 24 EAST PICCADILLY 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 & SCHOOL CURRENT USE:' SAME AS ABOVE ZONING REQUIREMENTS: DENSITY: N/A: NON-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 PARKING: 1 SPACE PER 3 Ea. FIXED SEATS IN MAIN ASSEMBLY AREA: (91x201) or 1 SPACE PER EACH 4 STUDENTS BUILDING AREAS: EX. CHURCH 23,030 Sq. Vt. HEIGHT: 591-011 w/SPIRE: 114-181 PROP. ADDITION: 18,125 Sq, Ft. HEIGHT: 321-011, 1 STORY TOTAL AREA: 41,155 Sq. Vt. PARKING 'REQUIREMENTS.: MAIN ASSEMBLY: 820 SEATS.- 82.0 FIXED SEATS/3->273.3 SPACES TOTAL REQUIRED SPACES: ->274 SPACES '(91X201) or -SCHOOL: 20.0 STUDENTS 209 STUDENTS/4 -> 50 SPACES TOTAL. REQUIRED SPACES: -> SO SPACES SPACES REQUIRED,: ->274 SPACES w/ 7 Ea. HDCP SPACES (1 Ea. VAN ACCESS) PROPOSED DEVELOPMENT: GYMNASIUM & SCHOOL BUILDING ADDITION AREA: 18,,125 Sq. Ft. I STORY HEIGHT _- 32 Ft. PARKING PROVIDED: EXISTING: 290 Ea. PARKING SPACES (91x201 TYP-) HDCP: w/2 Ea. HDCP SPACES (121x201 TYP.) PROPOSED: 16 Ea. PARKING SPACES HDCP: 8 Ea. RECONFIGURED HDCP SPACES TOTAL: 306 Ea. PARKING-SPACEIS ( 91x201 TYP.) w/8 Ea. HDCP SPACES (131x201 TYP.) (2 Ea. VAN ACCESSIBLE SPACE - 161x201) 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. <- RENOVATED SPACE PROPOSED: 18,125 Sq. Ft. TOTAL: 50,405 Sq. Ft. (1.1571 Acres) -> 3.94% 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, WHEREAPPLItABLE. 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 59 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 RE 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. OO TY OOF FREDERICK. VIRGI IA CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND, SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURtBING ACTIVITY. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HIANDBOOK. 2. ALL WORK SHALL BSE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE AREA ADJACENT TO THE EX:ISTING CHURCH AND BOUNDED BY THE ACCESS ROADWAY. 3. NO DISTURBED ARIEAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHAUL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF C(ONSTRUCTION. 4. THE CONTRACTORZ 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 SUPERINTENDENgr OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHfALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DIEVICES SHALL BE REMOVED AS APPROVED BY THE LOCAL INSPECTION AUTHORI'jTY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED AND MULCHED AS NECESSAIRY. 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 RESPONSIBILITYOF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY DUST ,N I f j� ALL, EXCAVATION AND GRADING: 1 •' � ' !�• ��,,y.-�''� � ;.r-� 1. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - SITE FOR FUTURE USEE. yl' 2. ALL BORROW FILLMATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE o L L CONTRACTOR AND BE A�PPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALIL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR A$ DIRECTED BY THE GEO-TECHNICAL ENGINEER. 3. NO BLASTING SHALIL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHO)UT PERMISSION OF THE OWNER. o 4. ALL ISLAND AND ]LAWN AREAS SHALL RECEIVE A MINIMUM OF 611 TOPSOIL, GRADED AND RAKED, PRIOR To APPLICATION OF PERMANENT VEGETATIVE COVER. WATER SERVICE: V" 1. THE WATER SERVI(CE FOR THE PROPOSED GYMNASIUM AND SCHOOL ADDITION SHALL BE PROVIDED BY TWO (2) PROPOSED CONNECTIONS TO THE EXISTING 81" WATER MAIN AT THE FRONT OF' THE CHURCH. THE WATER SERVICE FOR THE SHELTER SHALL BE P)ROVIDED BY A PROPOSED CONNECTION TO THE NEW FIRE _j MAIN. THE SERVICES THAT CONNECT TO THE EXISTING WATER LINE SHALL BE INSTALLED BY THE FRIEDERICK COUNTY SANITATION AUTHORITY (F.-C.S,A.)-. THE SERVICE TO THE SHELTER SHALL BE INSTALLED BY THE CONTRACTOR. •C­. - 2. WA L BE CONSTRUCTED IN ACCORDA C WITH T S TER. AND SEWER ILINES SHAL E , -T tfr 9 PLANS. AMTTIONALLVI THE, LINES SHALL MEET ALL. REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. INDEX TO COUNTY LOCATION VICINITY MAP THE F.C.S.A. SHAIUL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LocATION OP THE TAP AND THE TERMINATION POINT 1" 20GO' OF THE LATERAL SHXLL BE COORDINATED WITR THE AUTHO.RTTY'S ASSISTANT ENGINEER. 4. THE P.C.S.A. 9RIALL TAP ALb,EXISTING LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE, TAPS, THE CONTRACTOR MU,14,T MAKE APPLICATION FOR AND PAY THE COSH OF 'THIS WORK. ,SANITAA! SEWER: 1. THE SEWER SERVICE FOR THE PROPOSED GYMNASIUM AND SCHOOL ADDITION SHALL BE CONNECTED TO THE EXISTING 81' PVC PRIVATE SEWER LATERAL-, AS INDICATED ON THE PLANS. 2. 'THE FREDERICK COUNTY SANITATION AUTHORITY WILL INSPECT AND,APPA0V.C1 THE INSTALLATION OF THE SEWER LATERAL CORNEtTION., THE CONTRACTOR SHALL PROVIDE ADEQUATE- NOTICE TO THE AUTHORITY FOR THE INSPECTION OF Tlit$' WORK. STORK WATER, MANAGEMIENT: 1. 90 STORM WATER MANAGEMENT. FACILITIES ARE PROPOSED FOR TRIS - SITE. THERE IS LESS THAN A 536' INCREASE IN THE AMOUNT OF STORK WATER RUNOFF DUE TO THIS DEVEtojPMEN,,r wHiOn WILL HAVE NO EFFECT ON THE TRIBUTARY WATERSHED. T1418 PROPOSED ADDITION AND PARKING AREAS iNcnA 9 THE c VALUE TO 0..41 WHICH GEN,EVMT'ES A NET INCREASE IN 'RUNOFF OF 2.07 cf s FOR OR Tn,, 16 YEAR STORM. THE POST -DEVELOPED CONDITION INCREASES THE 10 YEAR RUNOFF 2.07 efs 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 THE BIJILDING, AS NEEDED, FOR POSITIVE DRAINAGE. PAINTER-LEWIS p.l.c. 24 EAST PICCADILLY STREET WINCHESTER, VIRGINIA 22601 (540) 662-1565 (540) 722-9377 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, DEPARTMENT OF TRANSPORTATION. ALL AREAS TO BE PATCHED OR T11- INS TO EXISTING ROADWAY SECTIONS SHALL BE SAW -:CUT TO -PROVIDE A SMOOTH CONNECTION TO THE EXISTING PAVEMENT. MISCELLANEOUS: 1. FIREa Tj� LANES SHALL BE DELINEATED AS DIRECTED Y iE 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 CON8TRtUCTION DEBRIS ON SITE IS PROHIBITED. 4. THE PROPOSED FERE HYDRANT MUST BE OPERATIONAL PRIOR TO FINAL OCCUPANCY Or THE BUI'.LDING. SHT. 1 /3: COVER SHEET SHT. 2/3: OVERVIEW & SITE PLAN SHT. 3/3: PROFILES & DETAILS APPROVED BY THE Z®, ADMINISTRATOR COUNTY OF FREDERICK, VIRGINIA A % thl_ W CX I KRGYNIA PRILY, fRU1T PAMER4 INC PIN- 75-A-2C 08 6J0, P¢ 295 ZX 0. 8-.7 11Z fR11T PAiXIN6 S52196'57"E 837.53' PROP. CLASSROOM RENOVATION F.F. = 748.95 HGHT.: 25-0" 1 STORY AREA: 6,054 SQ. FT. CLASSROOM AREA: 1,475 SQ. FT. eEX. 24" BUTTERNUTUSE: SCHOOLr r r 0 EX. 14 " BUTTERNUT - EX. WATER SERVICE EX. 24 " WHI TE (OA 1 { r _ ,t� r ` TO BE ABANDONED. I r r FX 12" WALNUT I I I I I I I EX. 15" HICKIORY 0', EX. SHEL TER IF. F. = 748.95 ,I PROPOSED PUMP STATION I �� IHE CHURCH OF CHRIST OF ^OH£SI£R, ORGYNIA (See detail on page 3/3) I I PIN- 75-A-12 I 08. 555, Pg. 774 EX 24" ASH g F--9 OEX. ASPHALT �''~----- ZON£D.• RA USE- CHURCH k SCHOOL l PAD AREA. 29. J924 ACRES I �� ,I`v o � s"xs" Reducer EX 12 HI �KOR Y --I $' I�F-- X. 19" TWIN WHITE OAK Widen Ex. Parking Lot z -t27_16 3/4" 0 COPPER Type IK H. Assy. 4 \Bend & T.B. WATER SERVICE 2"-45' Bend 84 T.B. EX POL \�� 3/470 Coppekype EX SAND 4 ter" Service Assx 801 ' PVC /SDR 21 VOLLEYBALL I COURT _ \ WAR LINE EX. 18" WHITE;,pAK \ , Widen Ex.,/Drive tg,/20' / 1 EX. 24"��4SH o \ 5' B,4nd & T.B. COII/A/ONNEAL TH Of NRIYN/A I 91KWON OF00TOR bfT11C/fS I I PYN.' 75-A-2A j 9.8. 477, Py 14U ZONED.• 9-2 I I I U.SE• G►t7GE I S52'01 '40 "E 475.32' I -- -- -ilk -- -- -- -- -- --EX_SICN_, I - EX. SI GN j _ `ws - r - I r r r r r I I PAVEMENT DETAILS I I�I N.T.S. EX. POLE I I TYPICAL SECTION I I' II I PRIME & SEAL I o I I SURFACE TREATMENT k ? 8" 21 -A --_ 100' Min. I I I COMPACTED SUBGRADE I Go II I I I I W APPROXIMATE LOCATION OF RELOCATED HOUSE. I EX. _ END WAL I I EX POL � EX. ---- STORM EWER 20 FT WATER EASEMENT I I I E WATER LINE N I I I I II 34.6 100' ------ 16+ 0 60' ^Min. m i i Min. I 34.5 z I MAINTAIN EX. �-- ( I SHOULDER WIDTH I ALONG TAPER. o �� 0 EX. BAR7 I I 1I4+95.89 2� ea. 8" GV & Box 34.411 I ' o 1 e fv GV & Box / 1x8"x6" Tee & T.B �„ -� 8' PVC SDR 1 8" x8" xB" Cut -In I T�E & T.B. EX. GUY 21 I I 34.411 1 ; l 0 EX. 13" BUTTERNUT •• % i� ROP. E LIN Section A -�'~� - T`--1AATER_LI ,1��' I WIRE ;,.� Ln 1E . 18 ASH \ ---' �. - _j �F.C.S.A. SHALL MAKE CONNECTION TO 34. EX. 13" WHITE OAK f 10. / 10+00 1 +00 EX. WATER LINE, CONTRACTOR SHALL -- t - 10+00 to.00 COORDINATE THIS WORK WITH F.C.S.A. j I EX POLE EX POLE�- 1 2 -45' Bend &I T.B. 2 P�%� SDR. 21 1 �»_41'-eer,-d-a� -� I 3 1.6 r FORCE M�\N / / i E EX,4iSPHAL T DRIVE I + I EX. SIGN - NOTE: I / / / i FIRE LINE �' HGHT : 7.2' X. POLE / EX 1 31 x 7.2 h 30, ^' EX. C&G g ALL FINISH GRADES SHALL MATCH THE j / /�E � _ ---------- �___ __ _ __ Section B) EXISTING CONTOURS PRIOR TO CONSTRUCTION. 1--7`----- 1 T- -- --------- ---- -------- _ _ ____I P_ I N_A__. T_ R_►`� NE - - - X. ASPHALT DRII/E - 35.2 TO BE REMOI/ED s31 E IMRE Y X U 1TY 1 EX,,"POLE �� ------ T- L& CROSTOVE ---W E �'� 3� - c-/�� �, EX. ASPHAL T DRI VE EX. POLE W rho ^hti �REL,,6CA TED/ I _ L W . 16 CRAB HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL AXPLE TREE v I N.T.S. N.T.S. I� 1 t d HANDICAP SIGN 17 L� / O (� 12' x 18' STD. 1 > fYN• 74-A-71 �l / O D.B Pg. JS r �^ 0 O 14 Z0AED.• RA STD. U-CHANNEL POST ^ Q A O O USA PASTURE LAND (YDEL (YELLOW) / = m' col 0 Co > / C D • I PROP. GROUND r I M FRE=SEkVEDNG NOTES: i f - ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. ! // • 6' TYPICAL FOR VAN ACCESSIBLE SPACES t / 5' TYPICAL FOR OTHERS. VAN ACCESSIBLE ,..-.- 2 -45' Bend & i*H-� - - - _EX POLE----------------------------- _LA. UUY �.• L w w - EX. C&G f W _ YP-.-- _ -«_.. _ _ � a. F H 7As �' B.R 1Q oo �E I _--- -'� _ EX. ASPHALT DRIVE --- __.._/EX POLE��-- '.:�r, Y I V) 0- O IF RED� AlfED WA I I p OR�qE - - - E�_GRA DRlI%� - - .♦.O3 O ,:� (1 %r?Qm Corner) I I X. �Ojs�to I f 4+00 - - - J cr- _X. 36 MAPLE I F.C.S.A. SHALL �' ,� ,� I v�v . F. �66 �' " I Ln *NOTE: PROP. TURN LANE & TAPER - - -j�� v 1-1/1 . TR GAP f INSTALL SERVICES. THE EX. HOUSE IS TO BE REMOVED 8„ 21-B STONE ,LLJ 3 Tc �.':.�. I Q o `r I » » & RELOCATED AND THE EX. 3 BM-3 BASE COURSE 00 _ 3/4 � Water Type K" 0 DRIVE SHALL BE ERADICATED 2" SM-2A SURFACE COURSE PROP. CG-7 Water Service Assy. ` ' 14.0' � EX. TREES & �� EX. GU 1"0 Copper Type "r AT THE TIME THE FUTURE PARKING 3 C . V) SHRUBS TO B RE Water Service Assy. AND DRIVE ARE TO BE INSTALLED. - rn O REMOVED - Ex. 4"0 C.O. Ass 637.40' „ - EX POLE' 36.00' V , a EX. POLE 2 SM 2A OVERLAY OF EX. ENTRANCE TO BE REMOVED ovl a onnection to the SETBACK REQUIREMENTS: Ex. 4"o San. Sew. Lateral FRONT: 60' I D PROP. GYMNASIUM & SCHOOL J 0 I EX. 36" MAPLE SIDE: 50� RESIDENTIAL) EX. SIGN II F.F. = 767.54 3 Y / TREE (Typ.) 100 (AGRICULTURAL) II I w HGHT.: 32'-0" o- ��3+00 REAR: 50 (RESIDENTIAL) II Z 1 STORY w/ GYM Z Ex. 4'0 San. Sew. Lateral 100' (AGRICULTURAL) I Q AREA: 18,125 SQ. FT. O W USE: SCHOOL U 0' EX. TRAILER � -EX. HVAC T BE REMOVE UNIT & / � � 31.50' � EX AMP JQ�� (Verify) 12+0 ** ERADICATE OL STRIPING EX HVAC - \�" I l & INSTALL PRO�SED HDCP l PAD EX M ---s--- -- LAYOUT AND MAtKINGS. TOBE REMOVED TOP = .38 1 -- F.H. /& RELOCATED INV OUT=\\76J.341 l _---- - - 433.Ot'- ----- EXISTING CHURCH I EX. �IGHT l 3 F.F. 767.54 EX I Ij EX I HGHT.: 59'-0" ARROW DETAIL I I (]CANOPYI AREASPIRE: 1 8" N.T.S. � I r I '030SQ. ARROW TO BE POSITIONED AS SHOWN ON PLANS U I L� USE: CHURCH & SCHOOL I 1 1+DO 72" - 60" Y I I I EX. SIGH T _� /0 60" Q \ , / Y ® EX. LLGHDQ J I \L0 IN ff, � 21» so" � Q I SO� l L - - - .Y --------- . F.H. / r- L EX. LIGHT'_6»W c� (j, �x JerA zE -� l I � - W \ i' 6+�00 � W 21" EXISTING ASPHALT PARKING \ \ STRIPING KEY TYPE B, CLASS I, YELLOW PAVEMENT MARKING, EX Ll ELONGATED SINGLE ARROW. SEE DETAIL. ILff 110 X G EX. I Lt T IQ I 20' EASEMENT COMPACTED SUBGRADE EX. GRAVEL II W I \ SHOULDER I II I 0 \ I I EX. WA TER VA UL T LE I -I -----------------ER POLE- - - -- - EX WATER LINE I EX. POLE N52006'00"W 568.51 ' ✓AA/ES A/. A/ESA'L r PYN.• 75-A-17 0.8. J74 ,, Pg 5 ZONED.• RA 1/25F PAS7V)ff- LAND 6XA00011 9UNN PIN- 75-4-16 98. 181, Pg. Sig ZONED.• RA U.SE• KACANT NOTE: EX. GRA VEL 1 � / FUTURE PARKING LOT AND DRIVE TO BE SHOULDER I II o PAVED WITH THE TYPICAL PAVEMENTF- // SECTION AT THE TIME OF CONSTRUCTION. I I l 0 WATER LINE I _ ---- - - _ EX. POLE a 1 L, BIZ 011 QI ```'I o) 1I l ____ I' ¢�-8�• - I SAN 2EWSVC - EX. MH. ER V/CE TOP = 742.73 011 1 IN IN = 736.52 I _ p -`--- NOTE: lNV OUT = 735.14 3SEW. SER I I EX. 95.5'-8" VC EXISTING GRAVEL PARKING LOT„ SAN PVC - ---- N I SAN. SEW. S VICE TO BE GRADED AND INSTALL 2 ®1.979, SCE ---- CONCRETEBITUMINOUS H. COURSE, FINISHEDAND COMPACTED. EX. MH`- 1�EX. EX F.H. TOP = 735.16 I I m HALF TYPICAL SECTION IN IN = 728.42 OF ENTRANCE INV OUT = 728.35 I I z II I� w w N.T.S. J 0 0- EX. POLE I w z III ZIP I _ ---30' TO RADIL#S CATCH POINT - 14' ------ - EX. ROADWAY-16' I j 41 I -I I 1 /4"1'_-O" Min. - EX. PAVEMENT I I I I I !-J CG-7 k II W I ........_ 2" SM-2A I I�-1I -- I I ;�4=11 = 3' BM - 3 -IIII -III 1 (� I 12" 8" 21-B I I ti4) �C CL Lt1 �< Z �z 0' ~; N � Z W Z Z O I `t O F F 0 Q 0 C) O O Z U_ W�m� � � N O Z O W O 9 Z z = Z z m Q 0 a a a �--------8 W---------------------------8 W------- EX.K--`'----------- WIRE EX. POLE N51'57'25"W 252.67' N52'07'23"W 522.92' I I I RAY BRONN #ETHERS aADODV DUNN 50 0 1 50 150 PYN.• 75-A-1J O.bt J01, Pg 541 ZA1/ R RA Uq RF99ENAAL PYN.• 75-A-14 D.Q 174 Pg J69 ZONED.• RA U.E.• Rf_9PDV17AL Scale ?" - 50 ft 179n�am UO r 0 v� ►�'- N O N Q Q Go Cf 0 0 0 jcql) _ r- Z O O O O Z Of Z (V) a U W = to N Zn O Z � I) a W w F 2 Q U Z U_ O U W U W W W � U O U Y S Y U z Q z Z Q w W U LAJ -� O O Cr IL a q 0 0 I , U-) \ r (0 c0 4-1 U) CO O N cn I I I 4 N N N N n n (!) c0 N c0 �V�lll c0 � cD Tv _ • .� ,E 000 4 vrn 't10-'- U U'1 in In Q U > +� 0 C C (4 ++ O O CI N L w aa.. U N O X N F- F_ LL_ Q a 40 TlmoTw i PAINTER No. 18260 Q L�IONALG� SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: PL do A 95-0101 SCALE: 1" = 50.0' DATE: SHEET: 01-25-95 2/3 gate valve &AIM L gate valve & box TEE. WYE. OR PLUG In lieu of wood forming the fitting may be wrapped with polyethelene, and the concrete poured to completely surround the fitting and against undisturbed sal. The bearing dimensions against undisturbed sal shall remain as shown. {. b� 4. 6' minimum • L_machine ecave6on limit trench bottom - undisturbed earth stone bedding TYPICAL SECTION • denotes hand excavation "D" - 12" min for 10" and smaller pipe "D" - 18" min. for 12" thru 20" pipe see chart below for A, B. C dimensions CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Dia. Plugs, Wyes & Tees 11 1/4' and 22 112' Bends 45' and 90' Bends . A B C A B C A B C 6" 1'-0" 0' 9" 1' 3" 0'-9" V-9" 0'-9" V-3" 0'-9" 1'-9" 8" V-3" 0' 9" 1' 9" 0'-9" 0'-9" 0'-9" V-6" 0'-9" 10" 1'-6" 0'-9"1 Z_3" V-0" 0'-9" 1'-3" 1'-9" 0'-9" 2'-6" 12" V-9" V-0" 2'-6" V-3" 1-0" V-6" 2'-0" V-0" T-0" 14" 2'-0" 1'-0" Y-0" V-3" 1'-'0" V-6" 2%6" 1'-0" 4%0" 16" 2 -3" V-0" 3'-6" V-6" V-0" 2'-0" 2'-9" 1'-0" 18" 2' 6" V-3" T-9" V-6" V-3" 2'-0" 3'-0" V-3" 4'-9" 20" 2'-9" V-6" 4'-O" V-9" V-6" 2'-0" 3'-3" l'-6" 5'-0" THRUST BLOCKS FOR VERTICAL UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. ._ _concrete thrust block gwv. n rods over fittings and embedded in concrete thrust blocks FITTIN - SI ROD SIZE NO. RODS EM9FDMFNT 12" &LESS 6 2 30" 8 2 36• 6" 1.3 8" - - 1.1 2.3 10" - 1.8 3.7 12" - 1.2 2.8 5.5 14" 0.5 1.7 3.9 7.6 16" 0.9 2.3 5.1 - 18" 1.4 3.2 6.3 20" 2.2 4.5 7.8 CONCRETE THRUST BLOCKING trench width as required 6" dia. schedule 40 - steel pipe filled with concrete and Fainted yellow 18" dia. concrete - encasement direction of setting to be approved prior to installation as required .1 concrete pad V-6" sq. x 6" deep FIRE HYDRANT ASSEMBLY locator peg mechanical joint - - swivel tee with 6" branch PROPOSED FIRE LINE PROFILE (Section B) SCALES: (H) 1" =50.0' V 1" = 5.0' 770 z 770 O -i- U Z O 0 V 765 ----- I �- - - - - 765 Ex. Grade Ex. Drives 760 2 0 --,1- '760 _FORCE- - - - MAIN 18" - - - - - - - - - - - - 70'-6"0 PVC SDR 21 z WATER MAIN 755 „A Prop. 8 0 755 _ WATER MAIN - a x O o Dp i� in a- 750 750 0 c4)(Vo Ct0 Old OI±�J7D� r- x �00 O} 2 W i 745 N o v.. 745 -_ -__�_� __�__ 10+00 11 +00 METER BOX IIARDWARE SERVICE METER PIPING METER SIZE YOKE k BOX R 1 METER BOX COVER DIA DIA. FORD NON TRAFFIC FORD C32 3/4" 5/8" x3/4" (20 GPM) Y502 18 in TRAFFIC FORD C32H FORD FORD NO, 30 MONITOR , 1" 5/8" x3/4" (20 GPM) Y504 24 in, COVER W/ RML-12 TOP LID 2 FORD FORD NO. 30 MONITOR "2 1" 3/4" (30 GPM) Y504 24 In COVER W/ RML-12 TOP LID ronD FORD NO. 30 MONITOR .2 1" 1" (50 GPM) Y504 24 in COVER W/ RML-12 TOP LID • 1 IN NON -TRAFFIC AREAS - 112" THICK POLYETHELENE PLASTIC treated 2"x 4" with IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS top 6" painted blue �2 IN IRAFFIC AREAS - 3/4" x 30" x 30" STEEL PLATE WITH 22" DIA. CENTERED meter cover OPENING AND TAR COATED BOTH SIDES IS TO BE -r PLACED BETWEEN LID & REINFORCED CONCRETE BOX set 2" above T fin. grade prior 18" ----- -- --- varies as required---- - Yto sodding -- ?C cT�'7Cv G�`'7P�PRiP'7 corporation stop - 18"1 b F.0 21" meter meter box •r y S.A. : 3" stone bedding 18" - / surrornlding box I 30" deep 36" min { angle check valve with drain valve 8" min. - angle yoke 45" �J - -� �- bah valve ti water main-� type K copper tubing continuous without joints from main to meter NOTE: Exact location of meter box assembly to be approved prior to installation PROPOSED FIRE LINE PROFILE (Section A) SCALES: �H� 1" =50.0' V 1" = 5.0' 6" stone bedding 1­2 ft. VISUAL ALARM AUDIBLE ALARM ELL H-O• -A THRUST BLOCK DETAIL NOT TO SCALE REQUIRED AT ALL BENDS IN FORCE MAIN .l FORCE MAIN 46 T y* SECTION O.D. PUMP CHAMBER DETAILS NOT TO SCALE TO BUILDING PUMP ON LIGHT I NEMA 4 EI,EC. CO�NN�BOX general backfill O.D. _ 8" I24" carefully compacted Iselect backfill _ L g- :i. 4 . stone aggregate 5TANUARD FROM BUILDING I' TO MAIN CONNECTION - NONSHRI GROU) r--. ^ SE I PUMPER . AW 24" DIA. CONC. RISER do COVER MANHOLE PROP. GRADE 12" MIN. COVER PVC FLOAT SUPPORT HOOK CORROSION -PROOF LIFT CHAIN IN FROM BUILDING -__ INVERT +56" I.E.= 746.0 DISCONNECT COUPLING(TYP) 7' GATE VALVE I CHECK VALVE HIGH �ygTER ALARM h +3 U P ON +2 CHAMBER BOTT91 ELEV.- 741.3+- 765 - - -- -- 765 1 - - _• _ - JI. _ _ �- Ex. Grade i i I I o0 ►- I x �N m 760 T ., T .- T.T.. �' .T.._. Note- Lower Pike in this area T _r.-_ -.-_- accommodate force man crossing with Water Lin I -�. to _ , , , , , _.1T � � ?' B _ I ..T,_ 46 �1.�. r N,m+o I iQ � t° `.__�~>, ca 6� Ex. 8" Dia. - - Ln o- ' '0 ( WATER MAIN a �O W 0 755 I •cV I 010 V►a p x v Lr NIA V j 755 I � l 567'-8"0 PVC SDR 21 WATER MAIN ! j 750 I z750 � 00 m 0 m i W F-m H� 745 -._ °� `� n� �,� ! n_Iz.-- °° I __-- - - 745 O O I,n -I O im O N 0 (D10 C:C }---------_-__. $3 _ - I - i +r '0'-" .,.� i3> o ',t d m I I ' 10't 6"O pVC SDR 21 740 66ox_"m °iao o_x " o� WAT R MAIN do N - ------ - -' - - (n (f) C) � 7 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' V1" = 5.0' 770 -- --- -- PRIVATE LINE 770 C I ; I t o 765 " i X 765 _ o Ex. IGrade _ _ `I i ropose� Gr d4 N i 760 �Im ^Im ; �' I I I 1 I I 760 O ^t I .00 N� O N + ! r-� C + N C I/ i 13" Min. if a j m m 755 ° � ° ;i I 755 cn o_ -+ - -- - _ 01'4- * (n� PROPOSED CLASSROOM BUILDING M / I F.F. = 748.95 = j i'' 750 _ - _ - --- I� i I I L 750 _ ..-- i !� 840150'-2" 0 P C SDR. 21 SAN ARY L0 ! X 745 I SEWER FORCE MAIN 0) m M °° m ca m 0 w 745 _ _ -- _ lu _ •� O) $3 O i I t I I N BIZ cD cl I� c rl 001 nl �I� �I ! .- J tU r N r m .- C> ._ N 740 I oI� ! o. Q. Q. Q. o c 40 i I i NitL �� N N U"t d (n C> r 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SYSTEM DESIGN CRITERIA I'UMI' SI'L:('IFI('n'I IONS Hill All, Pump Hevalion 74 1'I - FNI I lighpoinf. 763',- Fm Lcnglh: 820' I'ht 2" dia. SDR-21 PVC Design Flow: 32 gpnl line Velocity: 2.83 fps Friction Loss ((4 C=120: 18, Misc. Minor Losses: negligible I'u1np; S"Tn-RITE12S(;1-1012,2111',2 Ov,lph(orcquall LL-QW Number ol' Students: 74 Flow per Student 10 gild Average Daily Volume: 740 gallons Peak Factor: 4 I'cak Flow: 2.00 gpm 1' U Nil I I (_I I A NJ L�L-)t CItamber: 1250 gallon precast tank ('hanibel Dinletlsiolls: 1081 x 54"w x 67"h Volume per Inch: 25.24 gaflotm D awdown: (?" Drawdown Volume L28 gallons Cycle I .erlgth: 328/32 = 10 minutes, - Cycics per Day: 740/128 - 2.251- Reservc Volrlrtle: 650 gallons 1jm Uistanoe• Fcont C 1anibell3vtt -11 loly water cut off, 10" 11111Hp on 21" high water alaull 30" discharge like invert 56" gravity line invell 56" -A - B C D E F G H 1 J K PUMl' PUMP I )ISO IARGE ELEV. LINE FLOW LINE LINE FRIG I . MINOR PUMP FI_FV EI.FV HEAD DIA VEL_ LENGTH LOSS LOSSES HEAD (11) (in) (GPM) (fps) (ft) (if) (it) (11) --.t__-. _741 - -� 763 _ 22.,____ 2 - 32 - 2.83 _ 820 18 120 too r- IW u T30 d 60 40 20 0 0 10 20 30 40 CAPACITY-U S GPM Pump Impeller Horse- Phase Volls Motor Model Number Power - _ RPM iolt t 2SG 1 2 1 2081230 3450 - 1012 - ----- - - - -- (.� cn z z P (D Q O 2 U O 0(1)O O Lr._ z LA_ W Q fY Q 0 [wwY ) (n Wp z_ z_ o w J z z = M Q J a a to In 140 rn rn rn I I I CV 1 N Q I I I O d 00 0' CDO 1-) 1 1-141 TT O � Z 0 J a � � 0 0 Z w V) � �W U _I W Ir = 0- U) V) 0}} - Z 0 F- a W W J F- H � Q (=j Z O U C� S � 0 UW C) W C) � U W U Y U S v � Z Q W Q m Cl Z U D LJ 0 O 2 a- R �O V 0 0 0 D Lo D O (D4-o LID c0 M U) 00 0 �N I I I 4-1 N N N (n (0 N (D �V\ll JI cn l- co t7 _ � 110 d- O 0 .L In U) to U > DCEL 0 C C lV�l' I V) {' 0 0 n o 0 a Ia a s W 0 . . -C 0 0 X U tQ 3 D D D of j L) Tni . PAM 'P . 18260 OA �sSIONAL C.I.: SURVEY: 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 PROPOSED GYMNASIUM AND SCHOOL BUILDING ADDITION PROJECT: GYMNASIUM, SCHOOL ADDITION, & SHELTER RENOVATION CHURCH OF CHRIST AT MOUNTAIN VIEW P. 0. BOX 2702 WINCHESTER, VIRGINIA 22604 (540) 869-2244 APPLICANT: VALLEY BUILDING SYSTEMS, INC. FRONT ROYAL BUSINESS PARK 490-G SOUTH COMMERCE AVENUE FRONT ROYAL, VIRGINIA 22630 (540) 636-4386 DESIGNER: PAINTER-LEWIS, p.l.c. 24 EAST PICCADILLY 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 & SCHOOL CURRENT USE:' SAME AS ABOVE ZONING REQUIREMENTS: DENSITY: N/A: NON-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 PARKING: 1 SPACE PER 3 Ea. FIXED SEATS IN MAIN ASSEMBLY AREA: (9lx20') or 1 SPACE PER EACH 4 STUDENTS BUILDING AREAS: EX. CHURCH 23,030 Sq. Ft. HEIGHT: 59'-011 w/SPIRE: 114-18' PROP. ADDITION: 18,125 Sq. Ft. HEIGHT: 32'-011, 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 (91x201) 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 & SCHOOL BUILDING ADDITION AREA: 18,125 Sq. Ft. 1 STORY HEIGHT = 32 Ft. PARKING PROVIDED: EXISTING: 290 Ea. PARKING SPACES (9'x20' TYP.) HDCP: w/2 Ea. HDCP SPACES (121x20' TYP.) PROPOSED: 1.6 Ea. PARKING SPACES HDCP: 8 Ea. RECONFIGURED HDCP SPACES TOTAL: 306 Ea. PARKING SPACES ( 91x20' TYP.) w/8 Ea. HDCP SPACES (131x20' TYP.) (2 Ea. VAN ACCESSIBLE SPACE - 161x201) LOT COVERAGE: BUILDINGS/STRUCTURES (FOOTPR'I'NT): EXISTING: CHURCH: 23,03.0 Sq, Ft.. HOUSE. 1,200 Sq. Ft. BARN: 2,050 Sq. Ft. SHELTER: 6,000'Sq. Ft. <- RENOVATED SPACE PROPOSED: 18,125 Sq. Ft. TOTAL: 50,405 Sq. Ft. (1.1571 Acres) -> 3.940 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 WITI4 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 TUE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES 89TWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND/ORTHE 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 FI IrO SURVEY PE GFpRMEO BY RITCHIE SURVEYS AT A "TWO (2' ) FEE`i' CONTOUR. INTERVAL A0J•AC8,T TO THE EXISTING CHURCH AND A 1 (1') FOOT CONTOUR. INTERVAL AT TFIE'ENTRANCE. 8. NO SOILS REPORT WAS FURNISHED FOR THZ',S'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. COOUNTY OOF FREDERICK. VIRGINIIA INDEX TO COUNTY LOCATION WINCHESTER 4 M1.4(WINCHESTERI 6 M/. TO IN ERCHANGE o a Ai ,z e a fi-• �oo` /� �� � a / Q O aJ• J p�� PAINTER-LEWIS p.l.c. 24 EAST PIC'CADILLY STREET WINCHESTER, VIRGINIA 22601 (540) 662-1565 (540) 722-9377 VICINITY MAP 1 " = 2000' CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION( AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DIISTURBING ACTIVITY. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRIENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION -AND SEDIMENT CONTIROL HANDBOOK. 2. ALL WORK SMALL 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 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 AUTHORITY. 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 AIL 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 GEO-TECHNICAL 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 GEO-TECHNICAL 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 611 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 PROVIIDED BY TWO (2) PROPOSED CONNECTIONS TO THE EXISTING 8" WATER MAIN AT THE FRONT OF THE CHURCH. THE WATER SERVICE FOR THE SHELTER SHALL BE PROVIDED BY A PROPOSED CONNECTION TO THE NEW FIRE MAIN. THE S'ERV'ICES THAT CONNECT TO THE EXISTING WATER LINE SHALL BE INSTALLED BY THIE FREDERICK COUNTY SANITATION AUTHORITY (F.C'.S.A.). THE SERVICE TO THE SHELTER SHALL BE INSTALLED BY THE CONTRACTOR. 2. WATER AND SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. ADDITIONALLY, THE LINES SHALL MEET ALL REQUIREMENTS OF THE FREDERICK COUNTLY SANITATION AUTHORITY. 3. THE F.C.S.A. SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LIINES. THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL, SHALL BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. 4. THE F.C.S.A. SHALL TAP ALL EXISTING LINES. THEY WILL FURNISH THE MATERIALS FOR PAND MAKE THE TAPS. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. SANITARY SEWER:: 1. THE SEWER SEERVICE FOR THE PROPOSED GYMNASIUM AND SCHOOL ADDITION SHALL BE CONNECTED TO THE EXISTING 8" PVC PRIVATE SEWER LATERAL, AS INDICATED ON THIE PLANS. 2. THE FREDERICK COUNTY SANITATION AUTHORITY WILL INSPECT AND APPROVE THE INSTALLATION OF THE SEWER LATERAL CONNECTION. THF, CONTRACTOR SHALL PROVIDE ADEQUATE NOTICE TO THE AUTHORITY FOR THE INSPECTION OF THIS WORK. STORM WATER MAWAGEMENT: 1. NO STORM WA',TER MANAGEMENT FACILITIES ARE PROPOSED FOR THIS SITE. THERE IS LESS gTHAN 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 a VALUE TO 0.41 WHICH (;ENERAT.ES A NET INCREASE IN RUNOFF OF 2.07 cfs FOR THE 10 YEAR STORM. THE POST -DEVELOPED CONDIITION INCREASES THE 10 YEAR RUNOFF 2.07 cfrs FOR THE CHURCH PARCEL. THIS INCREASE WILL HAVE NO. EFFECT ON THE OVERALL TRIBUTARY WATERSHED OF THE BARTONVILLLE AREA.'. 2. ALL DOWNSPOUTS AND FOUNDATION DRAINS SHALL BE CONNECTED TOGETHER. AND RUN AWAY FROM VHE BUILDING, AS NEEDED, FOR POSITIVE DRAINAGE. PAVING 1. PAVEMENT SEC7TION: THE PAVEMENT SECTIONS FOR THIS PROJECT ARE AS INDICATED ON THE PLANS. ALL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA 'DEPART34+fENT'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. MISCELLANEOUS 1. FIR91 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. LIST 'OF DRAWINGS: SHT. 1 /3: COVER SHEET SHT. 2/3: OVERVIEW & SITE PLAN SHT. 3/3: PROFILES & DETAILS APPROVED BY THE ZONING ADMINISTRATOR COUNTY OF FREDERICK, YIRIQINIA .ro�x�n�owNx rar 161 !_ NRQN/A PRIDE FRUIT PAQYER4 INC PIN.- 75-A-1C D.8. 9JO,, PyI 295 ZAW£D.• B--J USE.• FRCA'T PAQYIN0 S52V6'57' E 837. 53' - - - - - - - - - - - - - - - - PROP. CLASSROOM RENOVATION F.F. = 748.95 HGHT.: 25'-0" 1 STORY AREA: 6,054 SQ. FT. _ CLASSROOM AREA: 1,475 SQ. FT. �,� " EX. 24 BUTTERNUT -`s USE: SCHOOL i i �� ! , - (D EX. 14 " BUTTERNUT EX. WA TER SERVICE EX. 24 " WHITE (OA / , � -- TO BE ABANDONED. 0_ ,� I FX 12" WALNUT t I 1 1 I EX. 15" HICKIORY `�/ I I I EX. SHELTER I i F.F. = 748.95 PROPOSED PUMP STATION I ��� THE 0VURCH OF CHR/ST OF N9NCHEST£R, kIR6YNIA P/N. 75-A-12 (See detail on page 3/3) 1 i ( D.8. 555, Pg. 774 M s. oo' 1, ZONED.• RA EX. 24" ASH 1 o EX. APS PHAL T --'- �� USE. CHURCH &SCHOOL ,, N'0 s" x8" Reducer AREA- 29 J924 ACRES EX. 12 HI �KOR Y �I 8' I- o X. 19" TWIN WHITE OAK Widen Ex. Parking Lots z N tZ7,1� 3/4" to COPPER Type ►K Assy. 44.5 \Bend & T.B. WATER SERVICE i - 2"-45' Bend 84 T.B. �� 3/4"0 Coppe),\ \ ^ EX. POL d Type " K" \ EX. SAND ter Service AssX. $ PVC /SDR 21 VOLLEYBALL. I COURT I \ \ WAAR LINE EX. 18 WHITE' AK \ 'Widen Ex/'Drive tq 20' 7 5' B,e�d & T.B. r EX. 24 "\ASH o \ _ EX. 13" BUTTERNU lE . 18" ASH �� \ �� ROP. E LIN_ Section_ A EX. 13" WHITE OAK - 10• / " 'V n EX. POLE I I 06111 /AWWAli N OF NR[7iW/A i 1 014196 W 6E A/OrOR 1�71ICLES I P/N.• 75-A-2A A 477, P¢ 141 I I ZGWED.• 9-2 I USE• awiz- Z I � S52*01'40"E 475.32' ; U r-I - - - - - - - - - - - - . SIGN O , EX. SIGN - ` t PAVEMENT DETAILS II N.T.S. EX. POLE I I TYPICAL SECTION I' I f � l PRIME & SEAL ---- i- p SURFACE TREATMENT Qj i k Z I I 8„ 21- A I W Q 100' Min. I I I COMPACTED SUBGRADE I ao I 1� CL I EX. END WAL APPROXIMATE LOCATION OF I I I I ___ RELOCATED HOUSE. -- EX. STORM EWER EX. P'OL 20 FT WATER EASEMENT I I Et. WA TER LINE 1� 1 34.6 100' 16+ 0 60' Min. I I Min. i 3Uj 4.5 U I I I MAINTAIN EX. i z Q SHOULDER WIDTHS I I-- / k �- i i ALONG TAPER. i o 0 EX. BAR 14+95.89 34.4 0 I ea. 8" GV & Box 1 8"x8"x8" Cut -In I 1 e �6" GV & Box /' I T�E & T.B. 34.411 1 1x8"x6" Tee & T. z„ EX. GUY j + -�8'PVC SDR21 1#6z?93 __ :-- --WATER. LI �181 I WIRE F.C.S.A. SHALL MAKE CONNECTION TO ;` oO 10+00 to.00 J 1 +00 34. f0+00 EX. WATER LINE, CONTRACTOR SHALL i EX POLE COORDINATE THIS WORK WITH F C S A EX. POLE 2 -45 Bend &i T.B. 2 0 P\k SDR. 21--�»=4!�.$errd -T, I 1 FORCE M IN / --t- i �/� �' EX, LT DRIVE ?��_ _1 I i EX SIGN 3 .6 1 TC NOTE: i EX. GIVY FIRE LINE I+ - - I ALL FINISH GRADES SHALL MATCH THE , --- X._POLE -- /----�--- / _-- i_----_h�E �� ) I -� _.T - 1 .3'I x 7.2h � HGH T.. 7.2 EX. C&G EXISTING CONTOURS PRIOR TO CONSTRUCTION. 1 f / �-- - -- -- _ �ection-B _-- EX. WE - --� - Q�TIQNAL Tl1R NE ASPHALT DRIVE �-- 35.2 30' TO BE REMOI/ED EX. GUY / i E)(/POLE WIRE UTILITYJ;X NE STD BE / REL,6CA TED/ 1 / ZI EX. 16" CRAB HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL A(IPLE TRN.T.S. N.T.S.,� / t c yHANDICAP SIGN �� 41 / Ofrn- 130;l __ 12" x 18" STD. / L 61W-E S 80U, et m' / / ;�o PhV.• 74-A-71 IN 0.8 W,, P J5 --12' x 6" STD. i ` C) m _U ASIURf LAND r HDCP SYMBOL �- STD. U-CHANNEL POST Q / N1 O (YELLOW) ;= �/ 711 ao (� D >. t f PROP. GROUND �. PI) RESE12VED z L PARKING m NOTES: / - ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBIUTY GUIDEUNES FOR BUILDINGS AND FACIUTIES. • 8' TYPICAL FOR VAN ACCESSOU SPACES Ae / �✓ 5' TYPICAL FOR OTHERS. ACCESSIBLE / /// � ,O J --- - ----- & CROS O�E--------------------- T EX. ASPHALT DRIVE EX. POLE---------------- ___ - �-�EX. GUY :�.' ``�� W W 2"-45' Bend & fT-- _EX. POLE "-------- _ _ I - --------------- WIRE EX. C&G '-- W W \ 0+70 �� B.R t.Q.00'�`^_� I -�'- - EX ASPHALT DRIVE - ~ - 1 _ _ ---SEX. POL, "' - F. H . �Assy. ; _ d RIF E\� >a�l ED WA ` I I \ pR�� - - - EX6_. RAVEL OR -lam - - ��03 •. ' _ 0 0 (1 ,r Qm Corner) I I X. %Ojsf7t �4+00 - - - - - ,•�• >- CY � ?X. 36" MAPLE i <v F. $'6 .6 � F.C.S.A. SHALL *NOTE: PROP. TURN LANE &TAPER , �' -� I J u7 I CDC' - 1 TR P INSTALL SERVICES. THE EX. HOUSE IS TO BE REMOVED 8" 21-B STONE 34. I -j p d GQ' 0 TC `?: Q 3/4 0e water Type "K" & RELOCATED AND THE EX. 3 BM-3 BASE COURSE o� > 00 Water Service Ass DRIVE SHALL BE ERADICATED 2" SM-2A SURFACE COURSE PROP. CG-7 �LIJ EX. TREES & EX. GU SHRUBS TO B �. RE1� REM VED EX. POLE TO BE REMO VED PROP. GYMNASIUM & SCHOOL F.F. = 767.54 HGHT.: 32'-0" 1 STORY w/ GYM AREA: 18,125 SQ. FT. USE: SCHOOL EX. TRAILER EX. H VA C TQQ BE REMO UNI T & PAD -7 X i- 3t (verify) -i ** ERADICATE OL STRIPINGJP / (verify) & INSTALL PROPOSED HDCP EX HVAC LAYOUT AND MAOKINGS. / UNIT &PAD / / TO BE REMO VED F-F. H. / &RELOCATED EXISTING CHURCH ------- ---- 433.01' -- I F.F. = 767.54 �--- EX I f EX I HGHT.: 59'-0" ARROW DETAIL I I I jCANOPYI w/ SPIRE: 114'-8" N.T.S. I I ffff I AREA: 23,030 SQ. FT. 1 ARROW TO BE POSITIONED AS SHOWN ON PLANS I L� USE: CHURCH & SCHOOL 72" - 60" Y I I so" -EX. ® L CL \� Ln O z Y Of Q o_ w H I.L. II Ex CAMP C. J 12+0 TOP = .38�� -�- - WV OUT = 763.33 l I EX. LIGH T C / / I EX. SIGHT I11�+00 r4 i F-L)iS: 21 60 _ SJ _� / � L--w -- - - - - - - - �' F.H. c� EX. Ll 6 W - 1 _WATER_LlNF 21" STRIPING KEY -- EXISTING ASPHALT PARKING TYPE B, CLASS I, YELLOW PAVEMENT MARKING, EX L ' ELONGATED SINGLE ARROW. SEE DETAIL. I _-•- . ILff � x c f JrL. a N52176'00 "W 568.51 ' J"ES A/ A(ES�J'GY PIN- 7�A-17 0.8 374, Pg 5 ZOWED.• RA USZ:• PASTURE L4*0 4t:A0A9V DUNN PhV.• 75-A-16 OR 181, Pg:.ST9 Z6IAEr0• RA USE• VACANT / / z �+_00 k 1"0 Copper Type "K" AT THE TIME THE FUTURE PARKING 3 14.0' ,. i-- Water Service Assy. AND DRIVE ARETOBE INSTALLED. EX. POLE C � VI O --Ex. 470 C.O. Ass _-_-- -----637.40 2" SM-2A OVERLAY OF EX. ENTRANCE -� 36.00' . � T vI a onnection to the SETBACK REQUIREMENTS: I Ex. 4"0d San. Sew. Lateral FRONT: 60' I D Y l EX. 36" MAPLE SIDE: 50' RESIDENTIAL) 11 EX. SIGN I l TREE (Typ.) 11113+00 REAR: 100' 50 (AGRICULTURAL) (RESIDENTIAL) II I I w i ` z Ex. 4"0� San. Sew. Lateral 100' (AGRICULTURAL) I Q NOTE: EX GIRAVEL I II � / FUTURE PARKING LOT AND DRIVE TO BE SHOULLDER I o PAVED WITH THE TYPICAL PAVEMENT j Q. F- // SECTION AT THE TIME OF CONSTRUCTION. �I I I n WATER LINE 642.42' EX POLE I I + li I� 0 I I I �I 'Of 2 0)QII - 1EX. SAN SEW. VC `-- ® 7 429 SERVICr - _ EX. MH. 11 LU I IOP l-742.73 IN IN = 736.52 NOTE: WV OUT = 735.14 SAN `348 8 �8" VC- V1 I EX. 95.5'-8 VC EXISTING GRAVEL PARKING LOT„ SEW ^? I I SAN. SEW. S VICE TO BE GRADED AND INSTALL 2 ®1979 SER1�7CE _ EX MH. BITUMINOUS CONCRETE SURFACE j.._ ® 1' 1=7 O COURSE, FINISHED AND COMPACTED. EX. M'H. �Tj--- EX. F.H. TOP = 735.16 I I m HALF TYPICAL SECTION INV. IN = 728.42 I I OF ENTRANCE IN OUT = 728.35 I I z II W N.T.S. Ckf I I I ` ? w EX. POLE t ZI W I � tai W U -30' TO RADIITS CATCH POINT --- 14'------- EX. ROADWAY-16' I III ti I1 ,, 1 /4":1'-0" Min. EX. PAVEMENT CGI -7.......Ii. ::..... .. . .. -��. 2" SM-2A I i- -- I 3" BM-3 I O W 12 8" 21-B I x 20 EASEMENT EX. GRA VEL I L„ COMPACTED SUBGRADE SHHOULDER i 1 I EX. WATER VAUL T I O rn O ..-' O O 6 LIHLI ` ------------------------------------------ I _ s„W _ EX. WATER LINE _8"W __ -_ - EX. POLE �------------------------------------------- - EX. �L1 K--------- WIRE EX. POLE N51 '57'25"W 252. 67' N52107'23"W 522. 92' 1 I I RAY SRONN NEIHERS aA00i"N DUNN 50 0 I 50 150 P/N.• 75-A-Lr 0.8 301, Pgs 541 Z6W..• RA U-T., R!�".AGU' VITAL HN.• 75-A-14 0.8 174 P¢ 369 ZOWD.• RA U5� RE.Sy 90M Scale ? " = 50 ft H H W z W O Z a O > U U O O U_ z U_ W Q 0 Q Ir tn 0 oz w z _j Z = Z D z (A zZ m i -J IL a CD C" I I I I 0) 0 ala 0 ) U w 3 O ©ENEM O F Z LLJ W� W 0 Z W 2 U O U U W J t4o, 1� m O Q U W O O U_ 0 W M U U m 0 i� N N (n c o D U i �41 L In o0 w -C It U N .0 C� Q CL r U U W W N N N c0 N t0 (D I\ (0 moo In In u) ti ti C C 0 0 -C -C 0 o .. X TWOTHYi PaNU a No. 18260 ; �SSIONAL SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: PL & A 95-0101 SCALE: 1" = 50.0, DATE: SHEET: 01-25-95 2/3 gate valve 8 boxes--"-y 0 > .. ►- 9ete valve 6 box TEE. WYE. OR PLUG In lieu of wood forming the fitting may be wrapped with polyethelene, and the concrete poured to completely surround the fitting and against undisturbed soil The bearing dimensions against undisturbed soil shall remain as shown. r _- olds----- 6" minimum • _ I machine ecavetion limit I � I ' e. trench bonorn undisturbed earth stone bedding TYPICAL SECTION r denotes hand excavation "D" - 12" min. for 10" and smaller pipe "D" m 18" min. for 12" thru 20" pipe see chart below for A. 8, C dimensions. I CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Dla. Plugs, Wyes & Tees 11 114° and 22 1/2' Bends 45' and 90° Bends A BWBA B C A B C 6" l'-O" 0'-9"-9" 0'-9" 0'-9" V-3" 0'-9" V-9" 8" 10" V-3" 0'-9"-9" 0'-9" 0'-9" V-6" 0%9" 0'-9" 2'-3" Z-6" V-6" 0'-9"-0" 0'-9" V-3' V-9" 12" V-9" V-0"-3" 1-0" V-6" 2'-0" 1'-0" 3'-0" 14"_1'-0"'-3" V-0"-6" 1'-0" V-6" 2'-6" V-0" _4'-0' 16"" - - Z-3" V-0" 2'-0" 2'-9" V-0" 4'-6" 18" 2'-6" V-3"'-6" V-3" 2'-0" T-O" l'-3" 4'-9" 20" 2'-9" V-6"%9" V-6" 2'-0" T-3" V-6" 5'-0" gwv. n rods over fittings and " 6" minimum 11 1/4' THRU 90'-BENDS PROPOSED FIRE LINE PROFILE (Section B) SCALES: (H) 1" =50.0' V 1" = 5.0' 770 Z 770 io ! W + U O O a Z (n fn O 765 N 0 765 Ex. Grco ei�_ I Ex. Driv'esI 760 ZO FORCE-t-�--- iv- - - - - - - - .- - - - -- 760 MAIN I1 g- t l 707-6-0 PVC SDR 21 /772_� Q WATER MAIN 755 Prop. 8"0 755 (WATER MAIN o------__.__.___.____._ � X C6m ! 750 _ - 750 oI c�` C)r"I< O ±c" •O J!DID O% X c a�li o0 0 �,_ W 745 °tun) ° ° ° :X °i� 745 10+00 11 +oo- 3 0-embedded in concrete thrust blocks. ---- - • FITTING SIZE 12" 6 LESS ROD SIZF 6 NO, RODS 2 FMBEDAAFtuT 30" 14•-20" a 2- Concrete -- VERTICAL BENDS •�• FITTING VOLUME OF THRUST BLOCK IN CU. YD. stone bedding SIZE 11-1/4' 22 1/2° 45° 1 go- 6- 1.3 8" 1.1 2.3 THRUST BLOCKS FOR VERTICAL t0" 1.8 3.7 UP BENDS SHALL BE THE SAME t2" 1.2 2.8 5.5 AS FOR HORIZONTAL BENDS. 14" 0.5 1.7 3.9 7.6 16" 0.9 2.3 5.1 - 18" 1.4 3.2 6.3 20" 2.2 4.5 7.8 concrete thrust block r CONCRETE THRUST BLOCKING I trench width as required O 6" dia. schedule 40 3' steel pipe filled with T concrete and Fainted 7' TI yellow IF 2- 0-4 1' 6" O 18" dia. t_3 concrete -- �� direction of setting to be approved prior to installation l as required -concrete pad 1'-6" sq. x 6" deep _ L 2" min. - 6" max. screw type adjustable stone to be minimum valve box of 6" above top of base ' .•3,�' J megalugs FIRE HYDRANT ASSEMBLY locator peg mechanical joint swivel tee with 6" branch METER BOX IIARDWARE SERVICE METER PIPING METER SIZE YOKE N BOX ' 1 METER BOX COVER DIA DIA. FORT) NON -TRAFFIC FORD C32 3/4" 5/8" x3/4" (20 GPM) Y502 18 in. TRAFFIC FORD C32H FORD FORD NO. 30 MONITOR .2 1" 5/8" x3/4" (20 GPM) Y504 24 In COVER W/ RML-12 TOP LID FOP.D FORD NO. 30 MONITOR .2 1" 3/4" (30 GPM) 24 m. COVER W/ RML-12 TOP LID _Y504 FOnD FORD NO 30 MONITOR . 2 1" 1" (50 GPM) - Y504 - 24 in. COVER W/ RML-12 TOP LID `1 IN NON -TRAFFIC AREAS - 112" THICK POLYETHELENE PLASTIC treated 2"x 4" with IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS top 6" painted blue �2 IN TRAFFIC AREAS - 314" x 30" x 30" STEEL PLATE WITH 22" DIA. CENTERED meter cover OPENING AND TAR COATED BOTH SIDES IS TO BE set 2" above J PLACED BETWEEN LID 8 REINFORCED CONCRETE BOX _ fin. grade prior 18" ---- -- varies as required-- ---- to sodding 18"- 21" r --- - - meter by F C S.A meter box corpoiation stop 3" stone bedding I __ 30" deep surrounding box f 36" min - - angle check valve with drain valve 8" ruin. 4 t.-angle yoke ti u ball valve ` water main type K copper tubing continuous without joints from main to meter NOTE: Exact location of meter box assembly to be approved prior to installation PROPOSED FIRE LINE PROFILE (Section A) SCALES: H) 1" =50.0' V) 1" = 5.0' 6" stone bedding h --2 ft. VISUAL ALARM PUMP CHAMBER DETAILS AUDIBLE ALARM NOT TO SCMLE TO BUILDING - - - - H-O-A I PUMP ON LIGHT NEMA 4 E C. CONN. BOX I � I THRUST BLOCK DETAIL NOT TO SCALE REQUIRED AT ALL BENDS IN FORCE MAIN FORCE MAIN T SECTION O.D. i general backfill O.D. 24" carefully compacted jselect backfill 6" }- 6" stone aggregate 5TANDARQ FROM BUILDING r--. 1 0-1% NONSHRINK GROUT Ilk SEAL(TYP) I ( -----'� PLAN I.E.= 746.0 CHAMBER BOTTAI ELEV.- 741.3+- 765 _ --r ---- _T---,-.. -- - r_ - - ------- _ 765 ,- _ i I Im I~ X �� 760 � � Ex. Grade Note: Lower pipe 'in this area toyT-r c osslnmowith Water Linen B, I(01-0 . T_ c_� m ca 7so 1r 755 WATER MAINw°, I N I p o ill) a-vtl�o ° X °a 01E I I I _ 755 - - ---- - - 1 567'-8"0 PVC SDR 21I WATER MAIN I ( 0 z - _ ` 750 745 to X min W j c6 �' i � 1 745 0) 4) 11 cJ ~ NO c ~ ; F1� •� 1 i 9 740 of .-.-C3;x ° N �t a ., 00 o oXoXo�' I I 11 +00 .- o U co �I� c 0=x 6°oo °' N U�-_------- -__-� 12+00 13+00 I I -�� (m d .-_ -_ i I I I I 1 10' 6"0 WATER MIN I ; VC SDR 21 1 1 I I __ 740 10+00 14+00 15+00 16+00 17+00 18+00 PROPOSED SANITARY SEWER FORCE MAIN PROFILE SCALES: �H� 1" =50.0' V1" = 5.0' 770 PRIVATE_ LINE 770 _ _ _ _ I I I a I as t o 765 IQ 765 O I Ex. Grade--,,.. roposeo GradeI N , 760z r fin - Im i I l i I I I 760 Cq to '`a , c r,m Cq c m 755 ° °I�' 755 PROPOSED CLASSROOM BUILDING I ' M t0 F.F. _ 748.95 i.00,_ X'01 T • 750..___ I , I I ' ' l i ° 750 - �_--�_ ,� - 745 ' - I ' _ _ � 840.50'-2" 0 PVC SDR. 21 SANITARY SEWER FORCE MAIN - - -- - - 1 M ' ° °, - - -- -�-- AT- i Cd i- °° - _ - I m _ �� ! W °° o; 0)1. . 0' C 745 I I N t0 i(D c nl c +I-u i i cOlz .- J CI 0 - 4) m m r- - - �m p0014C N - V m 740 l C I N! to 0 0 IC n �' 3 740 - - ------ --- --- _- - 7 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 24 DIA. CONC. RISER do COVER 12" MIN. COVER I " I MANHOLE Ittim I-11-'11-11-:11�-11. COMPACTED (1250 GALLON PRECA-0-ST TANK) TO MAIN CONNECTION - GRINDER PUMP - PVC FLOAT SUPPORT --HOOK -CORROSION-PROOF LIFT CHAIN INVERT +56" - DISCONNECT COUPLING(TYP) - 2" GATE VALVE - CHECK VALVE HIGH WATER ALARM +30' PUMP ON +2 SYSTEM DESIGN CRITERIA I'I)MI' SPIWIFICA_I'1(QNN 1 D111 410 I'nnyt I?Icv;ttion: 74 t' I - I: hI I lighpknnL 763' 1- FNI Length: 920' hM: 2" dia. SDR-21 I'VC Design Flow. 32 gpin Line Velocity: 2.R3 fps I'1'Iction Loss (a). ('-120: 18, Misc. Minor Lopes: negligible pm►,p: STA-IZFrr 12Sc1-1012.2111',23ov,lph((i1'egtiil) EleQ W Number of Students: 74 Flow per Sludcnt IO gild Average Daily Volume: 740 gallons Peak Factor: 4 Peak flow; 2.00 gpm iThff" (,l [AM(3IX (•11an1ber: 1250 gallon precast tank ('halnher Dinwilsions: 108"1 r 54"w x 6711 Volume per Inch: 25.24 gallons Dlawdown: 13" Dtawdown Volnll►e: 328 gallo►is Cycle Length: 328/32 = IO minutes I - t'yC'IeS plat Day'. 740/128 2.25 1 - Reserve Volume 656 gallons Itenll list ►pcc Brunt Chamber Bottum low water cut off 10" pump on 23" high wales abrlll 30" discharge line invert 56" glavily line invert 56" A R - C D E F G Il I J K f'UMI' PUMP DISCttARGE ELEV. LINE FLOW LINE LINE FRICT. MINOR PUMP FLEv ELEV tiff 1D (in) (GPM) (fv�� LEN) n 1 LOSS L.o( sEs r I(f ;rt 1 " - - 741 - 763 _ 22 - 2 32 2.831 820 18 0 _- 40 120 too iu u 80 x 0 60 40 20 0 0 10 20 30 40 CAPACITY-U.S GPM Pump Impeller florse- Phase Volts Motor Model Number Power RPM toil 12SG 1 2 1 208/230 3450 1012 rJ L7 U' I- m z z W z W t- O Q O Z U U C) O G O W z LA_ J Li-W LL a UJ �' O) X F- C (n a v7 Cj1 Z��� o Z_ W Z = z 7 cn Q Q d � Ln 47 cv O N Q d 00 rn C: O U O 0 J Q 0 0 0 Z W V) _y �V (� U WV) _! W w 0 W a 0 z 0 NCL p W L;j J F- H 2 Q 0 Z W U_ 0 5 Ce 0 rr = Y Z U W W 0 Wix 0 Y S Y 0 Z Q W Qma U Z W 0 7 o 2 0 0 a Q O c0 CD +J Ln M 00 0 N Cr) I I I v N N N N (n cD N CD `V�l I jl CD t� CO Tv 000 �j t7 v1 It ' 't O U L. to Cn 0 U > r` Q) 0 4- N C C V) {' 0 0 D Q 0 t W °' a a . , U (1)0 X NC F- F- LL g 01P 4��XTH j L) T1Y0 . PAINTER . 18260 ^' oA�SS1 OVAL 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 PROPOSED GYMNASIUM AND SCHOOL BUILDING ADDITION PROJECT: GYMNASIUM AND SCHOOL BUILDING ADDITION CHURCH OF CHRIST AT MOUNTAIN VIEW P. 0. BOX 2702 WINCHESTER, VIRGINIA 22604 (703) 869'-2244 APPLICANT: VALLEY BUILDING SYSTEMS, INC. FRONT ROYAL BUSINESS PARK 490-G SOUTH COMMERCE AVENUE FRONT ROYAL, VIRGINIA 22630 (703) 636-4386 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: DENSITY: N/A: NON-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 PARKING: 1 SPACE PER 3 Ea. FIXED SEATS IN MAIN ASSEMBLY AREA: (9'x20') or 1 SPACE PER EACH 4 STUDENTS BUILDING AREAS: EX. CHURCH 23,030 Sq. Ft. 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 REQUIRED SPACES: ->2.74 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 & SCHOOL BUILDING ADDITION AREA: 18,125 Sq. Ft. 1 STORY HEIGHT = 32 Ft. PARKING PROVIDED: EXISTING: 'ZQ0 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: WO -Ea. PARKING SPACES ( 9'x20' TYP.) W/7 Ea. 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% 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 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. -1 GYM SIUM & M0006.MAI DDIT OON SITE PLAN WINCHESTER CHURCH OOF CHRIST AT MOUNTAIN VIEvn COUNTY •F FR � RICK. VIRGINIA INDEX TO COUNTY LOCATION WNCHESTERA 69.1.:..(W1NCHE$TER).(3 mi. ro fK17CPCSANGE r ) B O , E 4 f � �„` •tt o` 1 i � r �• �Qa �/ia � i/Jf e / PAINTER®LEWIS & ASSOCIATES 24 EAST PICCADILLY 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. rox"TH 07N 1". PAINT01 NO. tam /q/e r 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 CUIRRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONNTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED O THE DESIGNATED LIMITS OF CONSTRUCTION. _, FOR THIS PRIOJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE AREA ADJACENT TO THE EXISTING CHURCH AND BOUNDED BY THE ACCESS ROADWAY. 3. NO DISTURRBED AREAS SHALL BE DENUDED FOR MORE.THAN THIRTY 30 DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE EPND OF CONSTRUCTION. 4. THE CONITRACTOR SHALL BE RESPONSIBLE -FOR THE INSTALLATION 'AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURE'S SHALL BE INISPECTED •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 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 AUTHORITY. ALL VEGETATIVE COVER SHALL BE. CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANT-ED AND MULCHED AS INECESSARY. 6. THE CONTACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W, IT IS THE RE'SPONS'IBILITY OF THE CONTRACTOR 'TO MAINTAIN CLEAN STREETS AND ALLAY -DUST AT ALL 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 LAND BE APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL MATERIIAL 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. 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. NO ADDITIONAL OUTSIDE TAP IS TO 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 SEWEIR SERVICE FOR THE PROPOSED GYMNASIUM AND SCHOOL ADDITION SHALL BE CONNNECTED TO THE EXISTING 8" PVC PRIVATE SEWER LATERAL, AS INDICATED OhU THE 'PLANS. 2. 'THE FREDERICK COUNTY SANITATION AUTHORITY WILL INSPECT AND APPROVE THE INSTALLAITION 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 0.41s 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 & DERIVES: 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) + 2.5.04(_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(pet) = 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 = 2.7.5 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. 2. ALL DOWNSPOUTS AND FOUNDATIQN DRAINS SHALL BE CONNECTED TOGETHER AND RUN AWAY FRO11M THE BUILDING, AS NEEDED, FOR POSITIVE DRAINAGE. PAVING: 1. PAVEMENT SECTION: THE PAVEMENT'SECTIONS FOR THIS PROJECT ARE AS INDICATED ON THE PLANS. ALL WORK SHAALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. ALL AREAS TO BE PATCHED OR TIE- INS TO EXISTING ROADWAY SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH CONNECTION TO THE EXISTING PAVEMENT. SHT. 1 /3: COVER SHEET SHT. 2/3: OVERVIEW & LAYOUT PLAN SHT. 3/3: SITE PLAN EX. POLE 00 #61 VNEAL Thy Of NRGYN/A � m LOl/45F S. BRIA/, of al PIN.• 74-A-71 D.B. 45J,, Pg JS ZA1ED.• RA USE PASII/R£ LAND NROINIA PRIDE FRUIT PAiXLR.� INC. D/N26W 6F M07M WHlafS I I PIN- 75-A-2C R k 75-A-2A I D.B. 6J0, Pg. 2.95 D.B. 477 Pg 14J I I ZON0..• 8-J ZONED.• 8--1 I USE fRUIT 10%XINC 1/9r• 6M,2- I I S52 V6'57"E 837.53' S52101 '40 "E 475.32' I -- -- -- -- -- -- -- - -- -- --) -- -- -- -- -- --ES// I PROPOSED FIRE LINE EX. SIGN 1 PROFILE ' SCALES: �H� 1" =50.0' I _ - EX POLE Ws WA TER SER W CE i -- i -- IEX I I _ i _ _ i I I I I EX. SHELTER I Min . Min. 0 I I THE CHURCH OF CHRIST OF WNCHESTER, WRG/N/A I LI PIN- 75-A-12 '- --J D.B. 555, Pg. 774 APPROXIMATE LOCATION OF I ' ZONED.• RA USE.• CHURCH & SCHOOL RELOCATED HOUSE. EX. ASPHAL T PAD L AREA.' 29..3924 ACRES � I I EX. WA TER LINE 100' 60' Min. I Min. �- I EX POLE � E I IEX BARN LEX. GU Y WIRE I 770 770 PROPOSED ADDITION I F.F. = 767.54 765 Ex. Grade ' ---- 765 - _ - - - - - Proposed Grade 76011 760 Ex. 8" Dia. - 77'-�6" DII CI. 52 WATER MAIN WATER MAIN 755 z - --- %o 755 . - - -- XX' w m00 MM 750 � 750 0 O(oCJF-C�C9 In r"I p o +) �D'bo to >_ r+ o X O+ 745 -----V)N-� 10+00 745 _Q-� 11+00 I I �1 I �I 1 I I 1 I O I LU 1 I � z I Q x w EX. END WA - - EX STORM EWERS EX. POL � .i4.79 34 I II 34.6 1 +J4 Ers , w MAINTAIN EX. 34.5 +TA77 Q SHOULDER WIDTH ALONG TAPER. 'oo 0 34. 51f +J4.71 0 LD .4 I +J4.65 1 0 I 'EX. POLE 3 EX. POL EX ASPHALT DRIVE- I- i EX. SIGN >�s 3 T6 EX. 4f5 J4 49 1 �' EX POLE �- GUY -t- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- WIRE EX. POLE EX WELL \l -�- - �•� 14.3'l x 7.2'h 35.2 3 ' 2 TO BE REMOVED - EX. GUY \ -�-- - --- -EX. WEL --- OPTIONAL TUR LANE _ - J -- -- --- _ X. ASPHALT DRl VE I N TC ,�•r + A 4,.T EX UTILITY - l & CROSSO ER _ _ _ p EX. ASPHAL T DRI VE EX. UY;_.. WIRE � EX POLE _ LINE TO BE EX. POLE - --------- .. EX. C&G r W '� w REL O CA TED. - - - - - - - - - - - ,� _ _ WI REJ . i +J4 3E+ ;c Y .JJJ - I j Z0 -�- - - - EX. ASPHALT DRIVE - - - _SEX. kit I' - E z I EX. 6" CRAB ��� _ I ' �R�J� - - - - ELGRAVEL DRY- - - _ �® 0 j4 u v I HANDICAP PARMG DEAL HANDICAP SIGN DEVIL APPLE TREE r EX. 36' MA LE k - _ - - - HOUSE O ��LY '�'' 4 I �/ W ry � N.T.S. N.T.S. (TYP.) f TREE - _ *NOTE: PROP. TURN LANE &TAPER -- - LL --� I <v . F. 761"R 68 N 0 E THE EX. (HOUSE IS TO BE REMOVED 8 21 -B STONE + +34 i1 I O d�- HANDICAP SIGN Lai A 10+77 V ,r" � F.H. Ass I �,r 36' _ T Q 12" x ie" SAD. � W � I U 1-1/2 STY PJ _ o RELOCATED CAT AN THE EX. 3 BM 3 BASE COURSE � 50.0' ,3T4.so 00 �12" X s" STD. o . 41 a _U rn 10+ 0 G� & E 0 ED D , i�ROP. CG-7 0' > v I - 13+65.75 DRIVE SHALL BE ERADICATED 2' SM-2A SURFACE COURSE 14.0' w �>It 0 o n EX. TREES & o WATER Li E 1 ea. 8" GV & Box AT THE TIME THE FUTURE PARKING f'` + ~ J ^ J _U -7 EX GU in 3 .0 HDCP SYMBOL� STD. U-CHANNEL POST Q r I 0 o SHRUBS TO BE �' 1 ea. 6" GV &Box AND DRIVE ARE TO BE INSTALLED. (YELLOW) 1, _ (n '' z WIRE a_ �' 1 8"x8"x6" Cut -In EX. POLE VI 0 m n REMOVED 637.40' 11 EX. POLE TEE & T. 2" SM-2A OVERLAY OF EX. ENTRANCE 36.00' e CD TO BE REMOVED SETBACK REQUIREMENTS: « 2 +54 T4 k ®> C D Y EX. 36 MAPLE FRONT: 60 �, 5 I 1 D W � PROP. GYMNASIUM &SCHOOL _j z - / TREE T EX. SIGN -PROP. GROUND (yp•) SIDE: 50' RESIDENTIAL) 2•R • 7� F.F. = 767.54 Q RESEi?VED HT. 3 Y - 100 (AGRICULTURAL) TT I 4,1 w PARKING m HG . 32 0 Q - 3+00 REAR: 50 (RESIDENTIAL) ,.• ; 1 •, I'I *J,(is o i- 1 STORY w/ GYM c� 100' (AGRICULTURAL) '"R : . • �� I • AREA: 18125 S . FT. z -- ( _ EX GRAVEL I NOTES. � � Q o ,�, .. +J4J7 ALL CONSTRUCTION SHALL CONFORM TO ADA <- \`� USE: SCHOOL U O' - NOTE. I 0. ' 1 SHOULDER ; 11I 4�0 I o f t FUTURE PARKING LOT AND DRIVE TO BE ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. d ~ '------------- - ( � _ PAVED WITH THE TYPICAL PAVEMENT -_ � J -.,The bottom be o1 the curb and • 8' TYPICAL FOR VAN ACCESSIBLE SPACES a� EX. TRAILER L_ / /parallevier l o the roper of sub 5' TYPICAL FOR OTHERS. EX. HVAC T BSECTION AT THE TIME OF CONSTRUCTION. �_ _2'-0' surface courses of is a E REMOVE I ILu BAN UNIT & PAD momtOmed ACCESSIBLE C1 • / X. WA TER LINE 642.42' + This areamay concrete EX. POLE I II 1 0 of the apt ptfan of the contractor � 31.50' �` EX AMP This cub shall be used when design when connamhon man,abk curb and guile, ¢ speed is greater than 40 MPH on used, the Standard Entrance Gutters a, Standard Not,. Comb curb H guns, having a rod�us II z II % Rural highways and 45 MPH in of 300 a less labrq lace of curb) shall ** ERADICATE OLD STRIPING y EX (verify) VAC- _ 12+00 _ convection Ian Street intersections are to have (� be paid for as radial combmotion curb e Q \ m > a - --Q developed Urban and Suburban the mDUMODIe curb configuration incorporated gutter ' & INSTALL PROPOSED HDCP EX. M areas A UNIT & PAD ='' q When this standard transition to De hed mo de witq Tnts nem wy pecost or cost n DtOte J LAYOUT AND MARKINGS. / TO BE REMOVED =standards(�` I TOP . 3CJ � "�" � 0 0 _ e Or an,ne rcnonge b. the in =landad=amode be � requ torn openings PSI - a000 it precast i EX. F. H. & REL OCA T ED IN V OUT - 763. 33 cancre,e == A9 it to=, in place, oil 3 i ARROW DETAIL N.T.S. AllSqN CG-7 COMBINATION 4 CURB 8► GUTTER EXISTING CHURCH EX LIGHT 3 ®7 SEW. SER VICE- - EX. MH. VIRGINIA DEPARTMENT 1 rill - - 42,%r a r TRANSPORTATION t^ - -- _ F.F. = 767.540 r _ - �►.../ EX. LIGH7 - _ CO EX. HGHT.: 59'-0" EX. _WALK - 0 TOP = 742.73 - _ - CANOPY w/ SPIRE. 114 -8 l INV. IN = 736.52 E' _y I ---- - I ( AREA: 23,030 SQ. FT. I / NOTE. _ '� 348.8 _ ti '--=_` C11 EX, 95.5'-8" VC ARROW TO BE POSITIONED AS SHOWN ON PLANS - - - ® EXISTING GRAVEL PARKING LOT lNV OUT - 735.14 SAN. SEW. SE- V/CE N USE: CHURCH & SCHOOL /11+00 '� TO BE GRADED AND INSTALL 2 01.97 RV/CE II "zEX LIGHT �p �, �''�=•-�-> ..I SAN. SEW. S VICE 72 60" -- -_ Y i - -- 2 - BITUMINOUS CONCRETE SURFACE �'' _ - - _ ®� .199 _ _ EX MH. so" EX Q - Y COURSE, FINISHED AND COMPACTED. EX. MH. �� �- �"�Y EX. F. H. L(fHT - _ _ - - TOP = 735. 16 it I 1 - m HALF TYPICAL SECTION IN V. IN = 728.42 , II - ® ®_ _ ® w OF ENTRANCE w lNV OUT = 728.35 I (V - >- I Z 21" so" _ - Q - sz o N.T.S. ao EX. POLE I II Ls�� EX. F. H. _. ._ 3 U w Z ,I 6"W-' -+- - T---�T U - � w 0� I Y EX. LIGHT ► -_ EX. WATER LINE II °rI + - - - NU o PAPy raC' 10+00 --30' TO RADIUS CATCH POINT 14' EX. ROADWAY-16'� Imo- 1 21" f - W EXISTING ASPHALT PARKING _ 1/4":V-0" Min. EX. PAVEMENT -� I STRIPING KEY CG_7 - .................... TYPE B, CLASS I, YELLOW PAVEMENT MARKING, - - ® ...�-.. :•'....• 2" SM-2A ELONGATED SINGLE ARROW. SEE DETAIL. - EX. LLGHTm -r g . ', ' In Q _ i j ;. ' _ 3" BM-3 I t _ _ LIGHT 0EX. IIG 11 jg EX. LIGHT �i W I 8" 21-B I 1 \ D COMPACTED SUBGRADE EX. GRA VEL -- SHOULDER EX WA TERI VAULT I I I ® f I EX, POLE I� LL _ EX. WA TER LINE _ " J EX. POLE s"w e w _ EX. GU Y - - - WIRE EX. POL - - - - - - - - - - - - - - - - - N52 V 6'00 "W 56& 51 ' N51 '5725 "W 252. 6 7' N52007'23 "W 522. 92' I 50 0 50 150 �����-c^ rR.•IM # A/ES.A'Gr' "DEN DUNN RAY 9ROW NZr7H RS PIN- 75-A-17 P/N.' 75-A-16 PIN.• 75-A-IJ D.B. J74, Pg. 5 0.8. 181, Pg 5J9 D.B. J01, Pg 541 Scale = 5 0 f t zcAv.• RA ZONED.• RA ZOV0..• RA USE:• PASTURE LAND USE VACANT USE.- RF%Y NIIAL 433.01' 0 rn 0 z la1 z O U OU Lt_ LLj 0 a V) LD zz 0 J z E5 z CC Q _j C- w .J E- H U W -'3 0 a_ W Cn 0 U O U U W J Q Z 0 M W W Z W U m z 0 CL a_ U W 0 0 z Q a H W X M U Q W Z Q U W W I r In I 100 (D N I (D I- N (D n Vo (0 0 0 1\ r- 0 a� a� C C 0 0 s L X (D W LL `�;1►LTH of ,_ri� 1 s�� • y�©f TIM014i. PAINTER-5- No. 18260 r Ir,.b?IONAL SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: PL & A 95-0101 2ADDEN DUNN SCALE: PIN.- 75-A-14 li 1" = 50.0' D.B. 175,, Pg. J69 II ZONED- RA II DATE: SHEET: USE R£ADENIIAL it 01- 25- 95 2/3 L N EX. ASPHALT DRI VE I I -- f--- \ EX. GUY -� ^ I } z WIRE �'� - I � M 10 R 5'R �--- ---� Z o w < Z EX. POLE ----- --- -- EX. POLE � --_ a = �---- ---------------�----- \ / OPTIONAL TURN LANE J I u � � � � ---------------------- -�---- AND CROSSOVER. o 'w Q EE 3' CURB NOSE -DOWN I - - - - -- - - - - - W W M + EX. WELL 5'RI Q EX. POLE --`------------- X V)< v 62. 62 '' 'R s' - - - - - 0 0 Z X W � \ EX. ASPHAL T DRIVE ,� Z Z o T o ! / ; 62.2 62. 4 \ \ SF 62.7j ■�� Z w x x x M J X 60.8 / 61.4 x 63.4 �\ CL / 5' x -2 / CG 3.8 SFLO 3.s 90 0' i �J SF EX. GRAVEL DRIVE 20 O g J� o Q + BUS TRAFFIC \ $F o �\ Q QR\ o \ o 0 \ �' EX. 6 " CRAB 61.6 SECTION 65.6 + k 4.4 \ 6. 2 \ o APPLE TREE F2 \ EX. I-1 USE \ Z � (TyP) 2' URB CUT 1.7 i 02- s ,R s3.6� 64. 6g TS PS MU F.F. t 767.615 \ CE 11�.o \ 1-1/ STORE' .7 �? 62. , mp S10P I J I / ,R 2 2 (PRO . ONE-WAY X. APLE Sr.r+ 64.E h , �4 3 L r\ 62.5 ROW T E s2. YP•� \ TREE oo I *NOTE: 20 0' EX. PORCH 1 ea. 8" V & Box THE EX. HOUSE SHALL BE REMOVED Z x O 4' C IVC. WALK 0 0 1 ea. s" GV & Box &: RELOCATED AND THE EX. /I 1 65.8 4.00' \ 65.7 I \ 1 8"x8 x6" Cut -In DERIVE SHA BE ERADICATED O IITEE T.B. Alf THE TINE THE FUTURE PARKING 125.00� 64 J.1 ,, 4•4� AND DRIVE, ARE TO BE INSTALLED. 0 Z u� WATEN LINE ! THE DRIVE AND PARKING AREA SHALL Q x EX UTILITY ) LINE TO BE - H. Ass o E 3¢" MAPL �� BE PAVED WITH TYPICAL PAVEMENT �RELOCATED. EX. TREES & SHRUBS 0' THE (Typ.) 1 TIP SECTION AT THAT TIME. 0 CL \ TO BE REMOVED CILIJW W `I g \\ s7.o TO E REMOVED w O ! N < �qD _ f j I PAVEMENN. T DETAILS a, 9.00' a S. O WIDEN LANE, AS; NEEDED, x 19.00,>` Z V) CU o \ `O 65.2 5'R �� / USING BUS LANE SECTION, Y i ~ `f? EX. GUY ,63 STRIPING KEY OR MATCH EXIS,tING WHICHEVER \ 133' 0 � EX. POLE WIRE 67 0 6 / � BUS TRAFFIC TYPICAL SECTION IS GREATER. F2" _ � TO BE REMOVED / ` v / 12.8' 45°LL. O �D STAIR WALL -� 2.5" SM-2�4 2" SM-2A 0TYPE B, CLASS I, YELLOW PAVEMENT MARKING, ) I _ , kv 1 4" WIDTH, LENGTH AS SHOWN ON PLANS. W a _ SURFA�OURSE SURFACE COURSE w o � 6 ap INV. IN = 760.4 3� C ::.::.. O TYPE B, CLASS I, YELLOW PAVEMENT MARKING, / 13.40' O F PROP. GYMNASIUM SCHOOL C.O. -- N 12' 1- :::.`::: 8" 21-A 12" WIDTH, LENGTH AS SHOWN ON PLANS. J J N �/ O N N N F.F. = 767.4 C.Q. a f_ OTYPE B, CLASS I, YELLOW PAVEMENT MARKING, Q / Q I I � 1 I I tp^ / V) ELONGATED SINGLE ARROW. SEE DETAIL = x Ct 0 C� c� HGHT.: 32 -{0 '.-------..... - COMPACTED SUBGRA E - I COMPACTED SUBGRADE -� Ir / 1 STORY w/ IGYM - - v� o I Q / Q 10.0' 39.00 .0 22.00 .0' C� AREA: 18,125 JQ. FT. In 9.0 44100' " 66.8 67.3 1 USE: SCHOOL �' I / I w / \ 9.00, r3 NOTE: I X: ARROW DETAIL / 1 D _ "b BUS TRAFFIC: P VEMENT SECTION TO BE INSTALLED = 0 DCP �, J C. f-- 700/'-7 IN THE BUS LANE AND TAPER TO THE END OF THE CURB RETURNS. V Z ARROW TO BE POSITIONED AS SHOWN ON PLANS xrORAMP '�'a < Z I THE TYPICAL. PAVEMENT SECTION SHALL BE APPLIED (_72" a In/ I TO ALL OTHER 'PAVED AREAS, EXCEPT IN THE MAIN ENTRANCE. O U 60" n.5 f N 6� 0 1 z a_ / 0 5" h� 67. 7.4 _T- i 0 1 w -- 126.00' V d " 1 / 64.5 o BASEIn I 140'-4" dia. PVC 21I l 5. 16 94' 3 c6 LINE I SAN. SEW. LAT. ^co = Y z Z cc D / � 0 R 0 66. BPV .3f ® 2.08% �, LW O 12 / � 64.8 � � I + ' SIDEWALK DETAIL 0 v I N.T.S. W U V 5 $F 67. 20.00' _ 6.10 1 / Y TYPICAL TRAFFIC 7.0 67.3 N EXP. JNT. MATE�`IkL 4' U w 5„ SECTION s5�' SECTION s6.41 (FOR CURB INSTALLATIONJ) (OR AS SHOWN ON PLANS) Z Q Q / 20'R /111\1 PO' *6 C.0 O� - /aDry SLOPE 1/4":1' m W TS PS MU 60" CE 7.10'� PROPOSED O Z M s7.3 0-_' 66.0 �iv�' / 6' CAR TOP w O / �; 3.5F 66s8 ss.8 y�P � o E STEPS l _ (Typ. � �C' . EX. H VA C o 0 BE REMO VED c� o ** ERADICATE OLD STRIPING �O EX RAILER CG-2 CUg® (Typ.) �l G UNIT &PAD � h & INSTALL PROPOSED HDCP ,;� �� 67. 215.00' TO B REMOVED `O w� l _ 4" CRUSHED STONE 0 LAYOUT AND MARKINGS. 1 r6.B •. 67.4 � , 6�.3 -� , �\ EX. HVAC x6"x13000 4 sWWF" 1 O", 'CLEAR (Min.) s� ; � �- UNIT &PAD � / ( „ EX. HVAC �� 63.3 _,� _ �q �\ f- 31.50 � UNIT &PAD 65 2 so. � ��+ \O (Verify) TO BE REMOVED 10 CONC. WALK' Qa - HDCP 2 Hr. FIRE & RELOCATED TRANSITION, RAMP SEPARATION WALL \ �� _ _ __ �O o EX. MH. _ _ _ _ _ _ ' (� 'EINAE ITE PLAN +, TOP 767.38 N lJ ti P►_ R �� n1 un to / - lNV OUT = 763 \ - _ _ ��O ---- -- _ QAT N j) ago _ - _ n I MIV. IN 7575~ �'�_ ___ lj ' / o� EX. RAMP \ �` _ ` ,' _ _ _ -_ _ 361 4 =B = - 0 I� N EX >, o c� N I �/ 0 BE REA O VED --�-- - - _ _ _ _ / SAiV SEW SERF' I/C VICE o U> 0 EX. F. H. co ', 3 _ °' a a Q i r -C � � � It U -- N NOTE: •E - EX. BAR SLOP / EXISTING GRAVEL PARKING LOT 3 EX. LIGHT EX. LIGHT { TO BE 'GRADED AND INSTALL 2" I W o C BITUMINOUS CONCRETE SURFACE W H�5 0 EXISTING CHURCH I I ^�o - COUR$E, FINISHED AND COMPACTED. F.F. = 767.54 w/ SPIRE: 114'-8" I EX. WALK - AREA: 23,030 SQ. FT. USE: CHURCH & SCHOOL f j I g EX , TAR STOP EROSION & SEDIMENT CONTROL KEY (�''� SEA LTH 0 a �• Ex. ucH r -t Q ( C i N _ Q -- 1 � _ W I 1 z Q A - \ / y v TIMOTMV 0. PAINTER 1 No. 18260 �ftNAL SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: PL & A 95-0101 SCALE: 20 0 20 60 ** ERADICATE OLD STRIPING & INSTALL PROPOSED HDCP Y - / 1 „ DATE: SHEET: LAYOUT AND MARKINGS. l 1 Scale 1 = 20 f t 01-25-95 3/3 3.02 TEMPORARY STONE CONSTRUCTION CE ENTRANCE 3.05 SILT FENCE $F X X---__X 3.31 TOPSOILING 3.32 PERMANENT SEEDING O f PS -- 3.35 MULCHING MV 3.38 TREE PROTECTION