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HomeMy WebLinkAbout12-18 Site Plan----------- 6G— o -T---- V — PROP. n 1 � \ n Project Information.., . k x • Parcel.M. SM,72 «`� ti • Ma&arial'Disftict: Opequou IIk .::.-'" • Zoning: RA (Rural Areas). Y,�,, �; .. • Present Use: Church YIN • Proposed Use: Church/Picnic Shelter j - • Total Site Area: 13.3 -acres • Disturbed Area: +/-1.0-acres • Site Setbacks: Front -60';Provided - specifyfrontserbackprovided Side/Rear-15'; Provided specify side/rear setbackprovided " L,. .-.. • Signage: No new sic signage proposed. lighting: All site lighting shall be downcast and full cutoff. .' / PROP H �OE=7 0 00 INV / INV IN=748. INV IN=74& ZONING ADMINISTRATOR SIGNATURE EXPIRES FIVE (5) YEARS FROM SIGNATURE ar.. wa•warr• q `\0, 56 \ �\ 554 56 yC......A' 1K RIGHT ELEVATI I I a n ROOF FRAMING NOTES' ➢ USEALL PURPOSE CLIPS (OR EQUAL) AT ALL LOAD BEARING POINTS ➢ ALL SOFFITS ARE 12" TOP CHORD OVERHANG P 7/ 16" O.S.B. OR 1/ 2" CDX PLYWOOD SHEATHING WITH'H' CLIPS AT MID -SPANS A 15# ASPHALT IMPREGNATED FELT PAPER 'p FIBERGLASS SHINGLES 'CONTINUOUS CORA-VENT BRAND RIDGE VENTING (OR EQUAL) vIdII- sgq:o r-4-uTT=C 1� j— rJ1.TL I� V1011 -Of AWN TP�h, (a ,C'o PT Yx'f�4 4"SLABwITHWWF6X6 W1.4XW1.4 4" CRUSHED GRAVELSLOPE COMPACTED OVER UNDISTURBED OR COMPACTED EARTH CONCRETE TO HAVE COMPRESIVE STRENGTH PER I.R.C. 2012 CODE REAR ELEVATION REVISIONS I BY -i -1 1 LL 00N Z �Nmr oU>U)2 0=rchU F UVUmu ove U) W Z ,4 VA =NIL W n d QN ) W it W JCO 1L Na O (n 0 w LL 2 F O U e Z = UN N n 5F->> ONo Q U z O IJ_ w J 0 Z a a o0 O Qe F N U' U Date 11-10- 1 ? Scale %411-I �� Drawn Job A� I ROOF FRAMING NOTES: A USE ALL PURPOSE CLIPS (OR EQUAL AT ALL LOAD BEARING POINTS A ALL SOFFITS ARE I2"TOP CHORD OVERHANG.. D 7/ 16" O.S.B. OR 1/ 2" COX PLYWOOD SHEATHING WITH'H' CWPS AT MIDISPANS A 15# ASPHALT IMPREGNATED FELT PAPER A FIBERGLASS SHINGLES y CONTINUOUS CORMVENT BRAND RIDGE VENTINWOR:EQUAL 21!'0-32xI(7��Ti2Fh-TE�?�hKXLLd.'C'1��''1#is�:""`iP�j3Cz1.43.5'�.;-.-IZ'G3JI e a ----- r ria#Fs 4"'SLAB wmt WWF 6x6 W1.4x W1.4 4" CRUSHED GRAVEL^LOPE COMPACTED OVER UNDISTURBED OR COMPACTED EARTH CONCRETE TO HAVE.COMPRESIVE STRENGTH PER I.R.C. 2012: CODE VINYL SOFFg,, 24"O.C. ORIPO E 2 SUBFASCIAFACL PIECE F W"a PIECE - --i._ 12" x 16" SLAB EDGE I - x r' TURNED DOWN W/(2)#4TOPAND9OTTOM .LVL 'Trz B �1J'-xGr J I1 � o� {I-o I L<. PLAN VIES( - "1"_ f' _I. _4?fJ • of { i "o FiEMGN8BY j6 4"' 18 WOto N0N 10 Z x a► N D s� U LLd U I - -0 ¢ LuX-1100 III *in U :E U) NiN W = wiW A. 2U1 y TR�cTEA 15x ill/ c i3 LL N N i 0 O^i e zQ 0 ALL ONN u } m J 4- mu°�b =)VI O d a 0 t • �'�� Yr^��iCb --i._ 12" x 16" SLAB EDGE I - x r' TURNED DOWN W/(2)#4TOPAND9OTTOM .LVL 'Trz B �1J'-xGr J I1 � o� {I-o I L<. PLAN VIES( - "1"_ f' _I. _4?fJ • of { i "o FiEMGN8BY j6 4"' 18 )MILA. i/wr* 1" _ DETAIL B 4..1 DETAIL C 1/4" ^ 1.. �II�YWI�fjllfj �Jfl wA"pw-, e aa-na Eurx (-Y P--) { o��l, il�•.II SIMPSON STRONG -TIE SIMPSON STRONG -TIE CMPB66Z CBSQ66 (OPTIONAL) mxu i' I b.1{_i DETAIL D WOto N0N 10 Z x a► N D U > Lo E U LLd U I - -0 ¢ LuX-1100 III *in U :E U) NiN W = wiW A. 2U1 y TR�cTEA 15x ill/ c Id--�0 QNN w LL N N i 0 )MILA. i/wr* 1" _ DETAIL B 4..1 DETAIL C 1/4" ^ 1.. �II�YWI�fjllfj �Jfl wA"pw-, e aa-na Eurx (-Y P--) { o��l, il�•.II SIMPSON STRONG -TIE SIMPSON STRONG -TIE CMPB66Z CBSQ66 (OPTIONAL) mxu i' I b.1{_i DETAIL D W U LLd U I - u ¢ LI! - SN Z = u I_ y TR�cTEA 15x ill/ c H LL N N O^i e zQ 0 ALL ONN u } m J 4- mu°�b =)VI O d a 0 t )MILA. i/wr* 1" _ DETAIL B 4..1 DETAIL C 1/4" ^ 1.. �II�YWI�fjllfj �Jfl wA"pw-, e aa-na Eurx (-Y P--) { o��l, il�•.II SIMPSON STRONG -TIE SIMPSON STRONG -TIE CMPB66Z CBSQ66 (OPTIONAL) mxu i' I b.1{_i DETAIL D DatO! Soma Drawn Job 17- O(s A-2 W F u ¢ SN Z = u b N H O^i e zQ 0 LL u } m J 4- mu°�b =)VI O d a 0 DatO! Soma Drawn Job 17- O(s A-2 i Z IIr Lu Lu _-- EXi>a.;oi. _`\ _.,• 6:56s'23` _ _ \ x ,eoe p / \ w -•--�_'�` i E x ,59.T POLE / / �' F // —' �' , to E E �- Lo (TYP) / `\ \ l / . ! /^ / N �--- E '15os L -� ._ Z r i / _ '- x -r T \ \ \\\ ' // i' // / vN N� O• BEND i / / 4 0 1 .40 100 H. TEE \� Ex �n1+6 `\ \�� `IaTJ J x, 2a/ z> AND �N cP 45' B 1 RAHP \ ' 6FInDER PUPa, ar'i v lT. � --\ - He - 66,42 STATION \ 1 \ W O Ex s' - B.R) I ,/ / / / W In \ (E I57,)NG BUILDING I ='`-1 T Er( REMOVED l LIMIT50FGRADING eA .h DOWNSPOUT(DS) LINED VITOH' PROPOSED 8' W/L 145.1 ( rI \ I ww PAVILLIQ�, DAYLIGHT 8' 5 ROOF DRAINS C � 100 x \ \ I r 41E.< v, / 50.1 X \ \ DS I 114e2i \ l Ex F.,,c> '. Jam/ I x / .BRA �y ( 1 W o �\a vh \ \ \ \ ) ( z v 1 HARKI \ \ \ \ \ \\ \ \ BAN 1`041 �, / (\ I 2 \ �I \ x 143: ` 0 O `\ EAHTN6 6 1 LATERAL 5� �NV •754. -, _ ?ri• // 7I L1 I 459 LL s,_ \\\ \\ ` + \ \\ \\ f \ \\ `� /' -l5b ..�• LIGHT / G'a6'/110' BEND / \ \ \ ca GLA55(ZOOMS I d _ x 8800 SF \\ / FF=15650 .P d.. r., • v - y.. nv . t.� ,. . ° / \ /•, _ --MAX. HEIGHT\= 35 FEET PR � / / SECTION A -A \ Q o 0 ��� \1 \\ (• / rG // w ` y'.r ..ti .. K '' ' 6.6N. -FIRE HYD ` 15 /5 16 ' "140 ,/' \ % .e105Tleas Ik,•FCMiL.E `'• N.C. •AGN. • 7 J STORMWATER / 2TYPE K :•' (TYP.) x 1412 .� 1 ' MANA&EMIENT P �1 / A'DQ' Al®1J� x 11(3 GOPPCi \ I PROPO x GYMNA \ /1 7 920 5F - / ft PROPOSED m MAX 6HT = 35 FEET / \ \ _ I u RIIN➢Y L KEPLER r' SANOfiWARY 1 aov \ ? \ No.032809 (�-rot A \ J ,5r*� 10816/5F / Nei/ ` '' It FF 155,00 I / / i HEAV'( sq'C'(1;, \ O_ MAX. HEIGHT = IIP�� Ley -0 / r- .PA \ \' -'Y .y /x \ \ \ x T41D / 35 FEET I�' - \\�\\\ g1SER 5 TURE \\ �G'p'/(SEE IJETAI l x 142A \\ I A �� ...�x � �4`�;C�\•�\ \ -` \ I ` \ 104' � Mp 5. \ \ \\ ) I \ x 150.4q� l �.D \ \ \ Ir•' 1\� %"15$.1 - 1 Y ( \ - •\ 1 1 ..-:.F<;j�1 s, ✓ \\ ,,, - _ SNI T. S — S S 22LLE oFSp•saSa� I / x 1443 J / ! ' I au S \ 4r \ \ I ___-- S� — ,1406 4i. \\ \ \ ) so' Bi,t _ _ 1 ._ -arl I `\ 140 _�. EMERGENCY /�yU� if ZD' SANITARY ;I I rI M—ER` \ rd INV. 6.2040 20 O 40 80 sAPEZOCAi\ SEER ESAT. CONC D11 BOTTOM) L"76 OF GRADING NV.. =136.00 0NLi IRF II , I\ _� .� 5GALE; 1" 40'I %, 7 \\ / �•+ ^','M'"'tOt5.7t' _ _ _ - - LIMITS ©F GRADING ° { •� -y�� — ,' �'� ARCHITECT NOTES , NOTES I. ADDITIONS AND BIIiLDIN65 SHALL COMPLY WITH THE + \\ ` l I I I. EXISTING FUM' STATION SHALL BE REMOVED AFTER COMPLETION AND F65A VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION APPROVAL OF THIS PROPOSED GRAVITY SEWER GOLLEGTiON SYSTEM. 303, USE &ROUP A (ASSEMBLY) FOR THE SANTUAIRY AND \ / I I \ GYMNASIUM, USE GROUP E (EDUCATIONAL) FOR THE AREAS WHERE CLASSROOMS, SECTION 305, AND USE GROUP B (BUSINESS) FOR THE OFFICE5. 2. ACCESS DOOR5 5HOM ARE MINIMUM LOCATIONS. FINAL BUILDING DESIGN SHALL PROVIDE ADEQUATE E-RE55 TO MEET FEDERAL, STATE AND LOCAL BUILDING CODES. 3. CABO A111.1-42 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES GORE APPLIES TO THESE FACILITIES. 4. HEIGHT AND AREA R50UIREMEN75 SHALL COMPLY WITH THOSE IN TABLE 503 OF BOLA. 5. FIREWALL BETN�N EX15TIWV BUILDIN6 AND PROPOSED CLA55ROOMS MAY BE REQUIRED UNDER SECTION 701 OF BOLA. 6. NOTE REQUIREMENTS IN CHAPTER Il OF BOLA FOR SPECIAL INSPECTION FOR THIS STRUCTURE (CONCRETE, SOIL. COMPACTION, LIC2G NG T. EXISTING BUILDIN15 PRESENTLY BEISERVED BY A 36° WATER METER ARCHITECT SHALL CONFIRM SIZE THAT WILL HANDLE CLA55ROOM/OFFICE EXPANSION AND REPLACE AS NECESSARY PRIOR TO COMPLETION OF CON5TRIXTION. 1 { 2. EXISTING FORCE MAIN WILL BE ABANDONED IN PLACE. IN J FORGE MAIN IMPACTS PROP05ED FOUNDATION, THE FORCE MAIN SHALL BE REMOVED. 3. GUI' AND GAP EXISTING FORGEMAIN AT MANHOLE CONNECTION. 4. HEAVY PAVEMENT SHALL BE PROVIDED IN ALL FIRE LANES. Q / 5. NO IOW SIGN5 ARE PROPOSED, HOWEVER PRIOR TO PLACEMENT OF ANY NEW tF S 516N5, A 516NED PERMIT WILL BE OBTAINED FROM THE FREDERICK COUNTY INSPECTIONS DEPARTMENT. YF 6. GEOTEXTILE FABRIC SHALL BE NORTH AMERICAN GREEN TYPE 0-350 AND INSTALLED PER THE MANIFAGTURER5 RECOMMENDATIONS. t� >a p JD`1971 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, Virginia 22602 Telephom: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.= __ INVERT OUT = PAVILION AI)DIiiON EilIU61T 736.20 COMPLETED 01/19/18 DRAFTED BY: TTC II—IF'i,;iY—I� IMTOM T. CAM Sect. A -A Elev. 8-9 1OIG MIYI f0i :, tL 4A1 IYSft PAST R9 48" PYRAMI Inn TRASH RAC me IWMI coeoeca ' TM 86-A-75 TM B6 -A-74 E.R. NEFF EXCAVATING, INC. HAROLD THOMAS, Jit DB. O:RA PC. 568 D8. 723 PG, 473 USE:ZONRESIDENTIAL ZONED: RA USE; ` „SE: RESIDEN'AL of WN / 2. TM 86-A-21 WOODSIDE ESTATES SUBDIVISION DB. 818 PG. 1770 ZONED: RP USE: RESIDENTIAL OVERALL PLAN VIEW 1 Al�4, SCALE: 1'-200' A U Oa O� I11 I��I 1?I 0W ILII I■■� 11 111 ISI III .- .,„ IIII I■■' I1.'. r U. Sect. A -A Elev. 8-9 1OIG MIYI f0i :, tL 4A1 IYSft PAST R9 48" PYRAMI Inn TRASH RAC me IWMI coeoeca ' TM 86-A-75 TM B6 -A-74 E.R. NEFF EXCAVATING, INC. HAROLD THOMAS, Jit DB. O:RA PC. 568 D8. 723 PG, 473 USE:ZONRESIDENTIAL ZONED: RA USE; ` „SE: RESIDEN'AL of WN / 2. TM 86-A-21 WOODSIDE ESTATES SUBDIVISION DB. 818 PG. 1770 ZONED: RP USE: RESIDENTIAL OVERALL PLAN VIEW SCALE: 1'-200' A U AG. DISTRICT) I9 86-A-79 DBM938 PG ROP�RTIES LC AND SAMUEL SMI TR ZONED: RA USE: AGRICULTURAL I TM 86-A-70 KENNETH E. WYMER DB 858 PG. 405 jO DOUBLE CHURCH AG. DISTRICT) USE: AGRICULTURAL DATE: 8/15/01 SCALE: 1"=40' DESIGNED BY; RLK FILE NO. 2328 SHEET 2 OF 6 z6 lie.z /A A U Oa O� m 0W r U. DATE: 8/15/01 SCALE: 1"=40' DESIGNED BY; RLK FILE NO. 2328 SHEET 2 OF 6