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HomeMy WebLinkAbout24-11 Greenwood Baptist Church - Church Addition - Shawnee - Backfile (2)2.5"Y.P�L. G72.9 IA/V C7/.2 zc z.,c- �2.. \ 11 / /.V!!C7/. O EROSION AND SEDIMENT CONTROL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 2NO EDITION 1990. 2. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED AS A FIRST STEP IN GRADING. 3. ALL DISTRUBED AREAS NOT PROOSED FOR PAVING, SHALL BE REVEGETATED AS SOON AS POSSIBLE AFTER GRADING. 4. STONE BASE FOR PAVED AREAS SHALL BE PLACED AS SOON AS GRADING HAS BEEN COMPLETED. 5. AT THE END OF EACH WORKING DAY, ALL SEDIMENT CONTROL PRACTICES AND DEVICES SHALL BE INSPECTED AND LEFT IN OPERATIONAL CONDITION. GENERAL NOTES TOTAL AREA OF SITE - 3.57 AC. ZONING - EXISTING AND PROPOSED - RA SETBACK REQUIREMENTS FRONT - 60' SIDE -15' REAR - 50' MAX. HEIGHT = 35' TRIP GENERATION CODE (560) ITE (4'" EDITION) 31.46 6. SEDIMENT BARRIERS AND ACCUMULATED SILT TO BE REMOVED AFTER DISTRUBED �� FLOOR AREA RATIO = a27 3.57 = 0.076 PER AC. AREA IS REVEGETATED OR STABILIZED. EXIST. CHURCH - 4034 SF 'X 6'x/Z"DEED \ EXIST. PARSONAGE - 1480 SF CL. I F�/P.4A•o \ EXIST. CONFERENCE ROOM - 3619 SF 7-VP1CAL DAyI SECT/O1/ \ PROP. POLE BARN - 768 SF �, \ 9901 SF TOTAL= 0.22 AC ,,.a 6 cv L ,�5 , SEQUENCE OF CONSTRUCTION \ 1. CLEAR AND GRUB FOR SEDIMENT AND EROSION CONTROL MEASURES OR DEVICES 00 O I-, Cry ONLY. ` , �� c°lb\ FCSA CONSTRUCTION NOTES 2. INSTALL ALL SEDIMENT AND EROSION CONTROLL MEASURES AND DEVICES. I ` , `� \ �� 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES ' SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 3. STABILIZE ALL SEDIMENT CONTROL MEASURES. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 4. GRADE PROPOSED SITE AND BEGIN CONSTRUCTION. 40 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH o/ THE AUTHORITY'S INSPECTOR. 5. UPON COMPLETION OF STORM DRAINS AND CURB OPENINGS, INLET AND OUTLET GREENWOOD VOL. FIRE CO. 600 363 - P D.B. P. 4. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO PROTECTION DEVICES SHALL BE IMMEDIATELY INSTALLED EXISTING LINES. THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE ZONED RA COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICE MUST BE 6. ACCUMULATED SEDIMENT FROM SEDIMENT CONTROL DEVICES MAY BE USED ON MADE AND FEES PAID. THE SITE FOR BACKFILLING AS DIRECTED BY THE SUPERVISOR. USE: VOL. FIRE DEPT. ` 5. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE 7. UPON STABLIZATION OF THE SITE, REMOVE SEDIMENT CONTROL MEASURES AND MATERIALS FOR AND MAKE THE TAP. THE AUTHORITY WILL ALSO PERFORM ALL REPAIRS, RELOCATION, INSTABILIZE THOSE AREAS DISTRUBED BY THIS PROCESS. �O� 6 ,EX. 2v' wa7ER- 1 ETC., ON EXIS77NG WATER LINES. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF 6 / / + L t N E E 5 M ` T • 1 THIS WORK. i � oo 6. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE .Ab /� " l / MANHOLE. 6 i / / I A ppv o(. LOG EC X, I F `` \ SEDIMENT DEVICES i , ,.�y I, / / /� WA�GAV MA tN \ 7. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR / \ DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD NO. 1015 OR 1013. IF , / rp THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. © SILT FENCE - 1.06 1 � / /i ' / / i / / / / / !?R4� f0� I 6 ' / IZ X6" iAPVIA14.5'4 \ I 8. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF (o " VA 1. V(!5 WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE, 1) THE FRAME AND COVER TO BE / / `� 1 .�9 /, ` /� // l CTA PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR. 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT. 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE / / / / 7 _r 3 hlA ,�� Rho BETWEEN 18 AND 21 INCHES, AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER n(��� /Q O L�. ^ 6 WORKING ORDER IT IS THE DEVELOPERS/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX i - - i / `" / ?� ` G ASSEMBLY INSTALLED CORRECTLY. - :/`` - _ / �" ° 32 \ G �Q (. ��Y" ORRICK CEMETERY CO. INC. D.B. 337 - P. 179 ZONED RA USE. CEMENTARY , 'o u Fla 7E" VICINITY MAP SCALE: 1 " = 2000' OWNER - DEVELOPER GREENWOOD BAPTIST CHURCH 779 GREENWOOD ROAD WINCHESTER, VIRGINIA PH. 540-665-0368 lbo God tfEW / Q �f i \ NN. IG E O 0 it / \ � \ FA55NyvgAwr b 5 rd rod 6� .i 1 ro00 kph / / / % / -� ^.. GREENWOOD BAPTIST CHURCH D.B. 514 P. 213 1� ---- / ACC 55000A 0000-0000-0001920r-- / ZONED RA Q> \31 \ J� A yg, � \ / / I � � E�► � 1 � 1 \ -- due '-_ --- ---- _ c, � `� � \ Ic Lu \ \ \ �� n '0CID \ \ \ \ Top 19�il/(a 6� rp1 0 �,65 _-_--______� ____---- --�-- -------------- ---- N50 4551 W 762.48 \_ 1 \ \ \ \ I JAMES E. BUTCHER I 1A 61 619 q,0 ARD.B. 810OPG. 1279ER 61 \ ( l BETTIE E. WINSLOW APPROVA ���o \ ��� `-_ ` \ � i D.B. 416 - P. 645 ?2' STRIP ZONING ADMINISTRATOR DATE O I,� BRUC EDENS a Lic. No. 162-B 0 EDENS SURVEYS P.O. BOX 473 CAPON SPRINGS, WEST VIRGINIA 304-856-2521 26823 SITE PLAN ADDITION POLE BARN (STORAGE/MAINTANCE) GREENWOOD BAPTIST CHURCH SHAWNEE DISTRICT - FREDERICK COUNTY, VIRGINIA SCALE: 1" = 30' - AUGUST 18, 2011