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Home My WebLink About43-01 Valley Bible Church - Opequon - Backfile (2)F.C.5.A, C0N5TRLIC110N N0115 Q NE tR& N01F,5 W0510N ANb 5rnlMF_Nr CONTROL, N01'F,5 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION 1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum 1. WATER AND SEWER UNES ARE TO BE CONSTRUCTED IN ACCORDANCE IN A PUBUC RIGHT OF WAY. standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and E�*�., .4 WITH THESE PLANS. THE UNES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY. Sediment Control Regulations. h. 1 4 • ` U Z 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR 3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE 2. The contractor will install the construction entrance and primary erosion and sediment controls prior as shown on the site ''' A-, INSPECTION BY, THE AUTHORITY. PUBUC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING ANDt plan prior to or as a first step in clearing. - ;; f, , �t nn z 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW UNES ARE LEAVING THE SITE. F-��1 00 Q00 TO BE COORDINATED WITH HE AUTHORITY'S INSPECTOR. 4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS 3. Within seven days of reaching final rode, the contractor will install permanent seeding to disturbed areas.` y g g p g r - 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE 4. The contractor will contact the Ian approving authority one week prior to commencement of (and disturbing activity and p PP g y p g y "'"� z o RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED one week to the final inspection. o SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE TO ORIGINAL CONDITIONS. prior • _ , FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER YOKE BAR; 5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH n 'VIRGINIA 5. The contractor is responsible for installation of � additional erosion control measures necessary to prevent erosion and - 4°' -``��, ""� •� w w I 2 THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; THE EROSION AND SEDIMENT CONTROL HANDBOOK SECTION sedimentation as determined by the plan approving authority.; T ':,. + �,• , w.. C� o 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR 3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION 1 O U cO Ln Ln • AND 4 ALL COMPONENTS OF THE BE BETWEEN 18 AND 21 INCHES , ) OF THE PROJECT. 6. A co of the approve erosion and sediment control Ian will be maintained on the site at all times. copy pp p V W Z N METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE N ® �, z c� x I y- W Q O DEVELOPER'S CONTRACTOR'S RESPONSIBIUTY TO HAVE THE METER BOX / OF THIS SITE. 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND 7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times. p g .� "� �W _ ,� w ,� O Cr Q Q o0 ASSEMBLY INSTALLED CORRECTLY. U 5. FOR WATER AND SEWER SERVICES THAT CONNECT ON EXISTING UNE: DISTURBANCE PERMITS PRIOR TO CONSTRUCTION. 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND 8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any r w :- ,,t y u a. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED necessary repairs or cleanup to maintain the effectiveness of the erosion control devices will be made immediately. o �' �Q �; s .� cv WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. GUIDELINES SET FORTH BY OSHA AND VOSH. 9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT 540 ( ) 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS 9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to any work. 4,, 1 s ;, "`" Fy' ' M�. },. :; - `+-� p m w w Z F I L n n b. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8 , 3/4 , AND AND: EXISTING SITE CONDITIONS. f.: �`�- �� _ 1" WATER SERVICES. 10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY ' 'r $`�' J I CD CD E 1R0510N ANI? 5FI2IWNr CONTROI, NAMArIVt� c. FOR 1-1/2" AND 2 WATER SERVICES, THE AUTHORITY SHALL MAKE UTILITIES REQUIRED BY THIS SITE PLAN. s i k r (zCD d- THE TAP AND BRING THE PIPING TO THE PROPERTY UNE. THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION.CID Project Description �► ` " U Ln THE AUTHORITY WILL INSTALL THE METER. d. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95%� 'A' The purpose of this project is for the construction of additional parking and the future site of a sanctuary, west of Double .' ;.` ' �` ,° ^' .. N ,n w w ~ 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF DENSITY FOLLOWING METHOD OF THE STANDARD PROCTOR ASTM-D698, Church road and south of Rte 277 east of Stephens City in Frederick County, VA., °•. -}-� w AASHTO-T99 OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER. "*� 'i.� z A NEW UNE: THE AUTHORITY SHALL FURNISH ALL AND MATERIALS TO MAKE BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND Existing Site Conditions •'^ C� a. LABOR APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL w THE TAP. SUPERSEDES THIS NOTE IF PROVIDED. The site currently is comprised of an existing parking lot and church. The areas planned for development is lawn and an b. THE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPUCATION FOR THE 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY existing stormwater management pond that will be relocated. TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINS); (3) MARK THE LOCATION PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE VICINITY MAP OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. Adjacent Properties 1 "- 500' 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR 51fiE� P TF)�CKIN6 NUMIX,11 7 L. ANC 05TUMTk BY CORE DRILUNG THE MANHOLE. REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND The adjacent properties are residential subdivisions, open space, and residences. 8. ANY WATER SERVICE UNE MUST HAVE A DOUBLE CHECK VALVE OR SPECIFICATIONS SET BY THE FREDERICK COUNTY SANITATION AUTHORITY -AN RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND Erosion Control Measures ASSEMBLY SHALL MEET ASSE STANDARD NO. 1015 OR 1013. A REMOTE COORDINATE THE WORK WITH THE AUTHORITY. NAME: READOUT IS REQUIRED. 15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE. -Install diversion dike ARTZ & ASSOCIATES 01-190 9. ALL FIRE UNES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF -Install the sediment trap GREYWOLFE, INC. 0021 BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW BACKFLOW EACH WORK DAY. -Clear and grade site PLANNING DEPARTMENT SITE PLAN #43-01 CERTIFICATION 9: PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE -Install culvert inlet and outlet protection FIRE MARSHALL SP01-0051 STANDARD NO. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. CONSTRUCTION PROCESS. -Clean and provide regular maintenance sediment trap 17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO -Install permanent seeding EXP. DATE EXCAVATION WITH EASEMENTS. 18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT Permanent Stabilization THE RESPONSIBLE LAND DISTURBER Vi�01" G�N�12AL NOTES WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. I S THAT PARTY RESPONSIBLE FOR Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction CARRYING OUT THE LAND DISTURBING F IM MAR5HALL 6FNF-k& NQM5 V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST process, including the stormwater management pond. v EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD ACTIVITY AS SET FORTH IN THE PLANS. AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND H SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR REGULATIONS 1 • AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE Maintenance Program przC�.. Cr �A,�--A IN THE EVENT LOCAL REGULATIONS EVENTCONFLICT BETWEEN ANY WHERE CURBING MUST BE PAINTED YELLOW. 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged NOTE: AN ON -SITE PRE -CONSTRUCTION OF THESE STANDARDS, SPECIFICATIONS PLANS, THE MOST STRINGENT "NO rainfall. Damaged and or deficient areas will be repaired or improved immediately. 7- SHALL GOVERN. 2. PARKING -FIRE LANE" SIGNS W?LL BE PLACED ON THE SITE AREA OF SITE: 2.183 ACRES MEETING IS REQUIRED WITH THE OWNER Q z V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT AT THE FIRE MARSHALL S DISCRETION. 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional be installed immediately deficiencies found. CURRENT ZONING: RA SITE CONTRACTOR, PUBLIC WORKS, �C N O CD OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH 3. CONTRACTOR MUST ROTATE THE FIRE i I . RANT TO THE DIRECTION measures will where are PROPOSED ZONING: RA DESIGNER PRIOR TO COMMENCING ANY n �af r - RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, AS DETERMINED BY THE FIRE MARSH�L L. 3. Sediment will be removed when sediment volume reaches approximately one half of the wet storage for traps. CURRENT USE: CHURCH PROPOSED USE: CHURCH SITE WORK. _ w � � WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH BUILDING HEIGHT ALLOWED: 35 MAX. u CD THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN BUILDING HEIGHT PROPOSED: 35' a. Cr- Y _ z O (� � U z O LIJ w TRIP GF_Nr5kA1i0N I%ArA CONrACr NUM FR5 ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) BUILDING SETBACK REQUIREMENTS �� J O U ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. INFORMATION HAS BEEN DERIVED FROM THE TRIP FRONT: 60' VALLEY BIBLE CHURCH: F-- m V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, GENERATION DATA PUBLISHED BY I.T.E. 6th EDITION. LEFT: 50' PASTOR CALVIN LOWDER (540) 869-7659 V O GiU CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS RIGHT: 50' ENGINEERING tZ 11� o O DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE THE DEVELOPMENT FALLS UNDER THE CHURCH (540) REAR: 50' FIRM: ARTZ & ASSOCIATES PLC (540) 667-3233 w a- oo � FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY SECTION OF THE ANALYSIS. BUILDING SETBACKS PROPOSED ZONING ENFORCEMENT: � WORK ON VDOT RIGHT OF WAY. FRONT: 180.27' DEPARTMENT OF PLANNING (540) 665-5651 V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A CHURCH OF AN EXPECTED SIZE OF 12,000 SF WILL LEFT: 77.42' SITE INSPECTIONS: PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE PRODUCE AN AVERAGE OF 525 TRIPS ON SUNDAY RIGHT: 32.86' (EX. CHURCH) DEPARTMENT OF INSPECTIONS (540) 665-5650 ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, WITH A PEAK FLOW IN THE MORNING OF 110 TRIPS REAR: 93.66' EROSION AND SEDIMENT CONTROL: VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO PER HOUR. DEPARTMENT OF PUBLIC WORKS (540) 665-5643 INITIATION OF WORK. SANITARY SEWER AND WATER: F.C.S.A. (540) 868-1061 V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN PARKING CALCULATIONS TELEPHONE: VERIZON (301) 954-6282 WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. CHURCH - SEATING FOR 300 1 PER 3 SEATS ELECTRIC: ALLEGHENY POWER (800) 654-3317 VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. REQUIRED 100 SPACES EXISTING 65 SPACES GAS: SHENANDOAH GAS COMPANY (540) 869-1111 V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROPOSED 54 MISS UTILITY: 1-800-257-7777 ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN TOTAL 119 SPACES ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, ADA SPACES REQUIRED 5 SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED ADA SPACES PROPOSED 5 BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. PROJECT: E PIP CHU"U/'w*H � E a� � c E v SUIY NOTES 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A FIELD RUN SURVEY PERFORMED BY OTHERS. LANDSCAPING CALCULATIONS .;� � LANDSCAPING IS NOT SITE INFORMATION: S E REQUIRED IN RA ZONING ADDRESS: 578 DOUBLE CHURCH ROAD 0 2. THE PROJECT BENCHMARK IS THE EXISTING FINISH FLOOR OF 759.00' STEPHENS CITY, VA 22655 En W a- o EnU SIGN DATA EXISTING SIGN HT 5' (540) 869-7659 .T EXISTING SIGN AREA 40 SF TM #86 - ((A)) - 20B z �? E C) i o C Q PROPOSED SIGNS NONE ZONED: RA � PRIOR TO A PLACING NEW SIGN IN v THE FUTURE, A SIGN PERMIT MUST BE OBTAINED FROM THE FREDERICK COUNTY INSPECTIONS DEPARTMENT DEED BOOK 763, PC 889 0 (,,r5GE�Iv12 SEAL AND SIGNATURE FREDERICK COUNTY PUBLIC WORKS APPROVAL ------------------------- EXISTING CONTOUR UNE q C C C - - - - - - - - - - - - BUILDING RESTRICTION UNE a cn o .� • Ln •� - -x-- -X-- -X-- -x- EXISTING FENCE z��P�j H OF �� p,LT OF � � � � uJI S� P�� > � -> � > � > > � r T 0 -�-�-�- EXISTING SANITARY SEWER UNE o O � o� ? DIRECTOR DATE -w -w -W -. - EXISTING WATERUNE MICHAEL M. ARTZ r DA MICHAEL D N O N p O PROPOSED CONTOUR LINE No. 1951 -o o. 28947 w Ew-- N - N [bi ��' �`sS7� FREDERICK COUNTY ZONING APPROVAL o - - PROPERTY LINE �qNo v40� NAL Q o 0 0 �' 5'R PROPOSED RADIUS IN PARKING LOT SUR /� I� �� %I� CZ in� CHECKED BY: MMA + 55� PROPOSED SPOT GRADE THESE PLANS ARE IN CONE RMANCE WITI-I COUNTY __/ ZONING ADMINISTRATOR DATE AUGUST 6, 2001 OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY FILE 01-190 THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. THIS SITE PLAN IS VALID FOR (5) FIVE YEARS FROM THIS DATE OF APPROVAL SHEET 1 OF 4 C 0 El EXISTING T96L SHED IS NOT ON A FOUNDATION. ` MOVE AR ND AS NEEDED 1 DURING GRADING AND SET I BACK OF` A LEVEL PAD / WHENIbONE. / \I �u� 1 ! 1 � ' / n T.M 86E-((1))-66A / JENI COMPANY / WOODSIDE ESTATES i DB 831, PG 1214 �' ZONED: RP USE: GREEN SPACt j N SF INSTALL TEMPO SILT FENCE (W/0 WIRE SUPRT) ALONG THE EDGE OF THE PIV.RION DIKE TO BE CONSTRUCTED. REMOVE SILT / FENCE A HAS PERMANENT / SEEDING BEEN ESTABLISHED f 1 PLACE DIKE INSIDE OPERTY _ LINE IN ORDER TO DRT OFF -SITE RUNOFF FROM THE POND. THIS WILL ACT �S A BANK FOR THE POND. CONTRACTOR MUST INSTALL A DITCH 1 EFNECESSARY FOR POST DRAINAGE AROUND THE �IKE INSTALL SPILLW�Y WITH 54 RIP -RAP & LINING 1' I o 1 � / EXISTING FENCE X- ---- ' " 11 C / T.M 86E-((1))45 BILLY W. JONESJR 108 DRIFTWOOD DIVE DB 884, PG 983 ZONED: RP USE: RESIDENTIAL 'LACE EC41 RIP -RAP AROUND THt (PIPE AND I FIVE FEET DOWN THE CHANNEL.I 1 tn i I I I T.M 86E-((1))-4 I I AVRIL G. KALINICH, TR 106 DRIFTWOOD DRIVE DB 941, PG 1214 ZONED: RP USE: RESIDENTIAL i I I I i I I APPROXIMATE LOCATION OF A 2" SANITARY FORCE MAIN. - CONTRACTOR MUST DIG TEST PITS TO DETERMINE THE EXACT LOCATION AND DEPTH. THE CONTRACTOR WILL PLACE THE LINE AT LEAST 36" BELOW ALL PROPOSED GRADES. T.M 86-((A))-20A RANDALL R. RITENOUR 548 DOUBLE CHURCH ROAD DB 642, PG 325 USE ORESIDENTIAL PLANNING DEPARTMENT INFORMATION: 1. CURRENT ZONING IS RA 2. THEREFORE THE DEVELOPERS WILL NOT INSTALL CURB AND GUTTER AROUND THE PARKING LOT. 3. LANDSCAPING IS NOT REQUIRED FOR THIS DEVELOPMENT. 4. AN OUTDOOR TRASH RECEPTACLE IS NOT PROPOSED FOR THIS DEVELOPMENT; THEREFORE, CHURCH EMPLOYEES MUST REMOVE TRASH TO APPROVED COUNTY DUMP SITES. N i � I � ! 1 / I S LID 582 1. 5a I v —P 20' W TERLINE ESMT I �, REMOVE MINIMUM WF OMF1 JOINT OF PIPE. \ / GO PEYOND THE 1 i X w 1 / EX17NG LATERAL TT DI r � _i \ U I TELEPHONE 1 x y PEDESTAL I \� N 87" 05 42" W - 477.19' .ems � i �• � \ � � .,, ` 1 / / I I I T.M 86E-((1))-3 I VICTOR R. GORDEUK I 104 DRIFTWOOD DRIVE DB 959 PG 1364 ZONED: RP USE: RESIDENTIAL I I EX. DRAINAGE ESM'T DES 831, PG 1237 I I INV IN '750.01' .., if 11 I C l`�`` .� 78,14 • 1 ER 57~ E 44 � I / 761 760 8 58Z SF ' _ 759 00 I / / I I I �/ / I I AppRO Op » X14 ,4 71E LSERv,ct COCA no w So,a R c I ^c° r I w I 180.27' / r _31 EXISTING CHURCH I 86-((A))--208 7,780 S.F. 2.183 ACRES FF=759.0 I/ ZONED: RA 1 a,� 0 / E�(. SIGN/ HT=27' I DB 763, PG 889 I! CD w /' ' NTXa5N r �/ 0 I RELOCATE EXISTING/ FH & WM ASSEMBLY 1 I / (f) 1 / P OP 20' WATERLINff ESMl� ' / // Ld Q 1 } I / 01 1 FH WV 1w 04 ,/ ' 1 I 5 wM o RE TRI E fRJI( 0 P AS 2Z7-�- 11 1 I/ rf EAU /w 12 - PAR ING FH �r ' I Ff 1 758 16 LA E/ `- �" WATEO LINE. � 5 Il I t 5' R \ T.M 86E-((1))-2 1 MARY V. LONGERBEAM �.M 102 DRIFTWOOD DRIVE 86E-((1))-1DB 917, PG 1214T.M 86E-((1))-66A ZONED: RP JERRY N. MCDONALD JENI COMPANY USE: RESIDENTIAL I 100 DRIFTWOOD DRIVE WOODSIDE ESTATES DB 856, PG 1580 I DB 831, PG 1214 I ZONED: RP I USE: RESIDENTIAL i USE-- EGREEN SPACE I WOODSIDE ESTATES SECTION 1 I+ I i I� II I I i I I I I 1 I I \\ I /1 \ T.M 86-((A))-75 / \ E. R. NEFF \ i EXCAVATING, INC. DB 677, PG 568 I ZONED: RA } � 1w t� CD Lij Q I o C� I (n z CSj l--- LLL J, c_n x C9w I— 0- LLJ n� r CD L�J Q- ( z 0 1 �I c' CO z Ld I= d L- I I ICD + 1 Ln Ln I I I I �LS N OFL V J�� c ICHAEL M. ARTZ r No. 1951 'LT OF �C LOAM. D 0.028947 az r~-•� a z W 00 00 � r� o n W N �i WCd I •,-' w [� of I U V zzcNvx Ln Ln i 0 �j-w o o •--+ Q � � Q 00 �> �p m ^� � N NO 4-r o w W Ln —o Lli �4 U) z w to ro v c � c Z E _ 0O o �°� °3a V) v 3 U M _ o � � d :3 IV J w N � N 10 Q `" N O aoocac� CHECKED BY: MMA AUGUST 15, 2001 SCALE 1" = 20' SHEET 2 OF 4 rT. 12 759 -- -- - - NOTE: HE 'STRUCTURE IS PIECE 0 48' CO CRET RISER THAT I 30 TALLWIT A 3' MIN. 12:1 12:1 3' MIN T BE CD 758 _ „ 2" 0 F S M - 2A CG-6 N CG-6 N POSTED 1. HANDICAP ALL GSPAC SNS S PER z HE DPPOSITE SIDE. w' 8" OF 21 B COMPACTED THE SITE PLAN. C z ryr;, H C� 757 - 2. SIGNS MUST MEET OR :; ;� �;�'1:', �:. .� ,L� TO 95% STANDARD o 00 .:~J ;. etr�c',•;�y>F �• , _4 'iPARKING ONLY EXCEED LOCAL REQUIREMENTS. PROCTOR DENSITY 3. SIGNS SHOULD BE BLUE °O VAN ACCESSIBLE WITH WHITE SYMBOLS, BORDER, o 756 AND LETTERING. _ I SOIL COMPACTED 4. SIGNS MUST BE BOLTED TO (n �- TO 95% STANDARD A 3 DIAMETER METAL POLE. w � � 755 - - PROCTOR DENSITY 5. THE POLE SHOULD HAVE .� .E � o - - - - - - - - - - S P I WAY 75 .5 THREE COATS OF WHITE U) I-- O d Ln 754 _ 1 Oyr 754.13 w% HE HOLE P UGG D U D ENAMEL AND SET AN „ _ LJ cn U to Ln 6 P GATE TOP 754 o PAVEMENT SECTION DIAMETER HOLE ATNLEAST 818" •CJ LLB z N x NOTE: HANDICAP PARKING SPACES CANNOT DEEP AND FILL WITH 0 -, > Q cD 753 - - a �H o� EXCEED A 2% CROSS SLOPE. GRADE CONCRETE. _ n U Q POURED INVERT 4 OLE ��P� t,� ��P�-� OF 2. HANDICAP RAMP SHOULD BE BUILT TO (f} > � cn - ;� r:_:. INV RT=7 2.5 of 'I' 0� 'A VDOT CG-12 STANDARDS, IF APPLICABLE. a Q CDCL_ cv 752 � - 2 3. STRIPING IS TO BE 3" WIDE WITH TWO 1+-- w MICHAEL M. ARTZ ➢ v COATS OF TRAFFIC LANE WHITE. C0 r` INVE T=7 2.35 6 BASE - O z INi) I DANI MI HAEL 4. HANDICAP SIGNS SHOULD SET 3' � w 751 No. 1951 v 8947 BEHIND SIDEWALK OR MOUNTED TO r� U Z co W ? /(� /� ( �� Q,�` �O` G\�� BUILDING IF POSSIBLE. o O Ln 750 -- -- - �qNo svR�� , SS�)NAL E� N CD C w STORMWATER POND STRUCTRE DETAIL HANDICAP SIGN (NOT TO SCALE) � U, w ~ 1992 3.14 � Q z TEMPORARY SEDIMENT TRAP DIVERSIONS EXCAVATED EARTH SPILLWAY PIPE OUTLET CONDITIONS z REVISED FOR THIS PROJECT w I,... 2' A A `'T--T"'---'LEVEL PORTION � -CREST AND CONTROL SECTION ORIGINAL lOiX S!!liiYIIP! L GROUND O.W PM ELEV.= 755.0' ado 2250 CU. FT. d 0 a araM Apt Dl7S -a- FLOW PIPE OUTLET TO FLAT 758 ELEV.- 753.0' AREA WITH NO DEFINED p CHANNEL 2250 CU. FT. APPROACH ` PLAN VIEW X GRO N (EXCAVATED) - 2 Cur CHANNEL BERM EXIT SECTOR 756 FILTER CLOTH ORIGINAL TYPICAL PARABOLIC DIVERSION 3' F Cl ELEv.= 751.0' ELEV.- 7530 La ON 754 �A1N F yNOTE. NEITHER THE NOR ALIGNMENT OFnTHE _ SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP 0 X CONTROL SECTION HAS \ ( ) TO COINCIDE WITH THE y I`- v J 1 CENTERLINE OF THE DAM. d 752 CROSS SECTION OF OUTLET �' I= BOARD EMBANKMENT �+ � 6 SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 750 U7 z a � � CLASS I RIPRAP LENGTH (IN FEET) - 6.5' L A Q _ PLAN VIEW _J w 11- I- .� LO WOWK�,, DIVERSION WATER SURFACE A LQ 3d o (MIN.) Q m O ) V c U DIKE X- LENGTH OF J = CV If ,UJ � '.'YPICAL TRAPEZOIDAL DIVERSION STAGE (Hp) __ IXlr CHANNEL do nz z a m o U Q -CONTROL SECTION LLJ �- �_ �--� PIPE OUTLET TO WELL N Q � Op � rn MW DEFINED CHANNEL + .f 0 � �O U LL lOX 8Slli�i? �- I�VEL OR IXfT SECTOR hikiPLAN VIEW d O O O Q Za ` ` ` w U O 00 lm BOARD APPROACH GREATER I-• a O T O O T O O � m U S 100' Q W w •, / PROFILE ALONG CENTERLINE 2 _1 on COARSE AGGREGATE o x PROPOSED WATERLINE EXTENSION �i � w o 00 d > EXCAVATED FILTER CLOTH �\i .e W In Z AREA .--._____-�'' � d l� O SECTION A -A =D FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER C?f ** TYPICAL VEE-SHAPED DIVERSION b NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION W � COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 BASKET, OR CONCRETE. 0- 2. Lo IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED --J PERSPECTIVE VIEW USING PLATES 3.18-3 AND 3.18-4. -� OUTLET C ) CROSS-SECTION AT CONTROL SECTION 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT < Q LESS THAN 6 INCHES. ;E: VA. DSWC PLATE 3.13-2 SOUrCe: Vat. DWC Plele 3-12-ISOURCE: USDA-SCS PLATE. 3.14-9Source: Va. DSWC Plate 3.18-1 >� > "A" "A" "• gr° a trench 6" minimum I �� minimum trench 77771-7 width as kfill,� �ral�� : ;;:. >'� machine excavation limit req fired g° a ��;• •' �" METER BOX and COVER general form boord • i •�, "D:;,.;:: ;4.,. backfill _ _ -- -- - a3i,%- ,,�. `; 6" die. schedule 40 -----_-- _ see note -=-- •,:;- % %'/ ( ) - -- - '%� . .a M � ' steel pipe filled with METER SIZE METER BOX METER BOX COVER " ' � � concrete and c Non -Traffic M32C-PW E pointed yellow - - --- - - %>-��;I'' ''�%�< 5 8"x3 4" or 3 4'18 in. Dia. 7' i _ - _ s� Traffic A32HH - T ti . 2 E Non-TrafficM -30 (Frame) WITH RML-1-T (Top Li ) S e O __--- U C - concret - ��-` • :' trench bolt m ". O gate valy """ '"` gate valve 1" 24 in. Dia. ". bac41 24" select bac24" select do boxes & box undisturbed a stone bedding Traffic M -30 (Frame) WITH RML-12-T (Top d) txtckfill backfill " ` 18" die. •' �:;;.; •• 1'-6 +•� (n Esee note) t aee note) TYPICAL SECTION concrete ,. ` TEE. WYE. OR PLUG w +` �. treated 2'x 4" with concrete pad encosemen 3 O N O g" O.D." In lieu of wood forming the fitting may be wrapped l itotes hand excavation V-6" sq. x 6" deep i U O.Dpolyethylene, and the concrete poured to completely ounit2" min. for 10" and smaller pipe op Pam us C 1/2 O.D. the fitting and against undisturbed soil. The bearing msifflt min. for 12" thru 20" pipe concrete c O E (A against undisturbed soil shall remain as shown, see chart below for A, 8, C dimensions. meter cover thrust E E O O • fn. grade block SOLLA D DETAIL U U 6" minim 9 P U) C 6" g^ CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS varies as required to sodding 18" i. ti i. ti � U ai Cr stone stone Pipe Plugs, Wyes d11 1/4' and 22 1 2'45' and 90' +P O Q Dia. Tees Bends Bends +P • r E = _y C _ a, corporation 4" sto L O 3 A B C A B C A B C sto 8'-21" eter by F.C.S Z ;` STANDARD CONCRETE ARCH 6 1 -0 -9 1 -0 0 -9 -9 -9 1 -3 -9 -9 r4r �, >1.; P 3" stone beddin eter box direction of setting to be approved prior to installation O v p N • ! . surrounding box 8 1 -3 -9 -3 0 -9 -9 -9 1 -6 -9 -3 . !: 9 screw type U to Q 10 -6 -9 -6 1 -0 -9 1 -3 1 -9 -9 -6 angel check valve 1 36' min. in p O 3 general adjustable valve 36 mi box U .� _ 12 -9 1 -0 - 1 -3 -0 1 -6 2 -0 -0 -0 - - with drain valve 9 general :.•.,;:: 4' 8" min. n e ok I I O 14 -0 1 -0 -0 1 -3 -0 1 -6 2 -6 -0 -0 LI as r uired concrete backfill ,',r..'9 pad 1'-6" s x 6" deep a) � N backfill r, rnl �Ne q P L c e) 16 - 1 -0 -6 1 -6 -0 -0 2 -9 -0 -6 ; : v location marker _._..._.....__ -- -- :._. -9 1 -6 -3 -0 3 -0 '`'"` �+ w -_-_ _ _ stone - _ _- K COp of t valve L L - - L - - ------- type P - 2 6 0 9 0 3 3 0 20 6 6 - - - -- lu ed to p me a tubin con in ou a> N O - - _ _ - - - - _ g, t u 9 99 _ u� O.D._=_== •`: without joints from ft megalug main 2" min. 6" max. yCQL la 8" _ 8" 8" ain o meter 2 11 1/4' THRU 90' BENDS water maid �" stone bedding megalug N 24" select 24" select METER SETTING PARTS O_ O O O O - - _ C C C � backfill backfill lipe meter ok angle yoke angle check expansion- 4' sto e alv0 rods over fittings and size size ball valve valve wheel <.:- 4L screw N �_ �_ see note) •y '•s. see note) >�; fN'� %""f%'»: embedded in concrete thrust blocks. `� r << .1 curb gutter type 1" /8"x3 BA94-224W HHCA91-323-N EC-23O N O N O / Street adjustable 0_ tY l><•;. stain stone �; ?;�:>%%%;�%:'.• �'�' is f` dC C84-34 .•; ` ~�� stone to be Cr g^ g^ =- � > valve box f 50 1-323W HHCA91-323-N EC-23 minimum of 6' _ �.! FRYING SIZ�QD SIZBJO. RODS TURF.._ DME.NT 1 2O.D.84 34 do C84 34 locator marker 0 ; ve to / 12" dt LESS 6 2 30" o, thrust block 18" to 24 gt6ifi N 1" 1" 50 BA94-444W HHCA94-444-N EC-4 °' O O O O t •�w e' a ,( 14" - 20' 8 2 36' M 1 0 1• 8"x 8"x 16" solid olu ON O O O O • Concret '• 'I to back ot:i_ block N N N N 6' 6" INSTALLATION NOTES: sidewalk concrete concrete (for valves 12" and _LJ 'n 1. Exact location of meter box assembly t° larger) N N N h VERTICAL BENDS PP P - size - to be approved riot to installation. -- _� .;a:� r_ Q stone beddi 6" - - - 1.3 service II `1 tYp + U 2 Water se ce crossing street she be �c - �c Note: this detail is :; ::..�h•,:s. n CONCRETE CRADLE CONCRETE ENCASEMENT 8" - - 1.1 2.3 encased in 3" die. SCH40 PVC or M ° ' ` ' ° also used for :': ' c� O a> N 10" - - 1.8 3.7 ; copper.::: ; O O 0 LL 0 0 • -2 ;> SDR21 piping. The piping shall run from v v butterfly valves ; ;.. mechanical n a, •a= THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 one foot beyond sidewalk, across the - joint swivel tee with 6" UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 street, to one foot beyond sidewalk. CHECKED BY: M MA NOTE: To be compacted to 95% of ASTM D698 maximum density. AS FOR HORIZONTAL BENDS. 16' 0.9 2.3 5.1 - 1" X 1" TEE (T444-444) branch 18" 1.4 3.2 6.3 - DUAL METER INSTALLATION 20" 2.2 4.5 7.8 - AUGUST 15, 2001 TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1" METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY Figure 1 Figure 2 Figure 5 Figure 8 Figure 9 SCALE 1" = 20' SHEET 3 OF 4 r i' r r t� i 00 ° TABLE 3.31-C TABLE 3.32-A (Continued) TABLE 3.32-A CHARACTERWnCS OF COMMONLY SELECTED GRASM TEMPORARY SEEDING PLANT MAT'ERIAT I' SEIDIlVG RATES, AND DATES CHARACTERISTICS OF COMMONLY SELECTED GRASSES SEEDING RATE NOR7V SOUT P PLANT SPECIES 311 5/1 8115 2115 511 911 CHARACTERISTICS Acre I000 ft to to to to to to 4130' 9115 11/1 • 4130 9/1 11/15. OATS 3 bu. (up to 100 lbs., 21bs. X X Use spring varieties (e.g., Noble). (Am rat,Va) not less than 50 tbs.) RYEd 2 bu. (up to 110 lbs., 2.5 lbs. X - X X - X Use for lato full seedings, winter (Leca1Q cereal a not less than 50 lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 tbs. approx. I lb. - X - - X - Warm -season annual. Dies at first (Set rlaa,• i •ca) frost. May be added to summer ANNUAL RYEGRASS` 60 tbs. 11h lbs. X - X X - X May be added in mixes. Will Job maw out of most stands. WEEPING 15 lbs. 51h ozs.. - X - - X - Warm -season perennial. May LOVEGRASS bunch. Tolerates hot; dry slopes (Eagrostis curvula) and acid, infertile soils. May be added to mixes. KOREAN 25 lbs. approx. I % X X - X X - Warm wason mmual legume. LESPEDEZA` lbs. Tolerates acid soils. May be e m ) added to mixes. s Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. c May bd' used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X M 1 betty thesedates. May be anted ten th Y P - M I h dates. May be anted between these Y � P C3 a MAINTENANCE COMMON NAME u I: REQUIREMENTS REMARKS (Botanical Name) c A U S " > ex t° .0 a t�E~ 0 Better suited for Ky 31 TALL FESCUE (Festuca P C 5.5- 10-14 60-85 F F M SPD 225K Low when and for erm4ion controt anwdinacea) 6.2 erosion conhol; high and touh turf when used w lawn Application. See TALL FESCUES (Improved) P C 5.5- 10-14 60-85 F G M SPD 220K Responds well to Excellent for current • 6.2 high maintenance. lawn and fine VCIA turf. list. Needs fertile soil, Excellent for fine See KENTUCKY BLUEGRASS P C 6.0- 14 60-75 G P M SPD 2.2m favorable moisture. turfs -takes ttlaffiic, cx r,, t (Poa pratense) 6.5 Requires several mowing. Poor VCIA years to beconsee well list. established. totetance. May be added to See PERENNIAL RYEGRASS P C 5.8- 7-10 60-75 F F M-H SPD 227K Will tolerate traffic. mixes. current (Lolium perenne) 6.2 * In4X0 ed VCIA varieties wilt list. perform well all f COMMON NAME ro MAINTENANCE REMARKS (Botanical Name) A _' u a REQUIREMENTS n L W. 1 a B JS x t� = A [r o Grows well in sum or Exceeds all fins Reliant, HARD P C 5.0- 10- 60- VG G L MWD 400K shade and will tolerate fascues in most Spartan, FESCUE (Festuca 6.2 14 80 infertile soils: improved disease tests. Excellent for kiw-maintenance Aurora LotegifoliA) resistance. situations. Tolerates shade, dry Parr traffic ' FINE CHEWINGS P C 5.0- 10- 60- VG G L MWD 400K infertile soils. tolerance, legs Flyer FESC,M FESCUE 6.2 14 80 thatch than other fuse fescuee. Low to medium Spreads by RED P C 5.0- 10- 60- VG G L MWD 400K fertility n*rements. rhizomes, tillers Long - FESCUE 6.2 14 80 Requires well -drained and stolons.' Will- fellow, ' (Festuca soil. not take traffic - Victory Rubra) very Shade .y tolexaat. No REED CANARYGRASS P C 5.8- 21 70- G G M-H VPD 530K Do not mow closely or Conservation named (Phalwis arundinwea.). 6.2 85 - often. cover in wet oval. varieties 14114 F- 00 CI_ 00 ;.4 z rn i LLJ d I •b-+ W I I F- O 'Q- Ln . C w 0 cn Q0 ® W w N Q O > 3�: O Q 00 CIS U � V) r ) �U �- ZmLLJmow ® W � rLjU� j CD O ~ LO .,y z J ,yam T� W ~ In z Q/ tZ vale ramp �4 KEY KEY ..::::.:......:..... .............:.... ..... . �,•'" q�� Attires/• � ��` , ..-... . . ,. ..:. .. .e►rm:Statseta.Plail�i� •':ei' .. (ioEil:•�'�;17..., ��ii`�::-3P::;�'.:Potit�`°�;V`p .�fl.`.: .:;IL. 43 is f •..: ua:+j. - ,. . .. -< .. f. .... .. .. ... .. } w.. �' . ,. 1 :.. .. .;Poor nI'�tt A . Atwuitl ...... :. It. ... .:Planar . h�ilnt.,t .Cx•. ... ,. Farr P .... ......, .r.r.. ,. n...... ,. .: .. ,,. .... a L .. I3 51t M � �r+ttned •� Poatl • �.. .. .:.:..... ...,.:. .. • : "•: -Loa::: <S . ..................... .....::.:.:' ....:..... -. , ...:.:,:::.. ......... .. .:. _>$i�aiaei�� ...: �y .... .y::.:.. :.......; ::P-D;...: ..:.. y'urieil"' .;. ......... erY . y .. .., .: .:.,.... .. ..1. ..... , ......, . .. �... y i. , .....fit. TABLE 3:32-B i'AIaLE A 2-A (Contimmm TABLE 3,32-A CM&RACTLiuMCS OF LEGUMES API?'1tOPRIA'TB F'08 EROSION CONTROL COMMON NAME �. u 0 MAINTENANCE REMARKS (Botanical Nonw) fi x °+ 1tEQUiREMEN'f5 73 .� S a a Oil off � 0 w �� CA REDTOP (Agmstis albs) P C 5.8- 10 65-85 G F L PD 5m Will tolerate poor, Doer well in No .6.2 . infertile' ®oi1r, deep erodon control rooted. Itnixe>s - not Tt7tt Ya�n�ammedt varieties, lawns. Low -fertility Past-gtowing, No WEEPING LLVEGRASS P W 4.5- 14 65-85 F-P G L-M SPD 1.5nn rbquar� won named (Evagroatis cz m&) 6.2 excellent drought bunch gross. varieties. tolerance. Excellent ewer fur erosion control. BERMUDAGRASS P W 5.8- 21 70-95 P G M-H SPD 1.8m High nitrogen common varieties See (Cynodon dactylov) 6.2 huflei utilization, excellent used for erosion current drought tolerance. control. Hybrids VCIA Some varieties used for fine turf lest. adapted to western VA. ' ORCHARDORASS (Dactylis P C 5.8- 18 60-75 F F M SPD 625K Does bed on well- Gored pasture Virginia gtomersta) 6.2 drained, leanly seal. selection - way be origin or gazed. Potomac CI 0 p' MAINTENANCE REQUIREMENTS (©Botanical fi a A C7 E° b REMARKS > ANNUAL ItYEGI2ASS A C 5.8- 7 60-70 G P M-H SPD 227K Will grow oar MOO Virginia Soils. Do May be added into mixes or No (Lolium multifloretm) 6.2 not use in fin&4urf esshblislrod aloft ruined Varieties. . areas. as ' cover in spring' and fall. RYE (Secale eereale) A C 5.8- 7 55-70 VO G L-M SPD 18K Will establish in May be added Abruzzi, b z most all Virginia into milues or Balboa Wis. Do not use in established alone fine -turf areas. . for late fall/winter txrver. FOXTAIL MILLET (Setaria italics) A W 5.8- 10 65-85 VP G M MWD 220K Establishes well May be added toCorntrlon, . 6.2 dufin8 summer. erosion -control Gernnan Very low moisture mixes or rE>rluiremaets. established alone. • w KEY MAINTENANCES �q `u COMMON NAME Name) REQUIREMENTS REMARKS (Botanical >q a > P C 6.0• 14-21 70 G VG M MWD 1 IOK Doerr best on well -drained Excellent for steep, Pemtgift CROWNVETCH 6.5 soils. Minimum rocky dopm Proms Cheanuag (Coronilla variaa) maintereanoe when colorful blooms in Emerald estalAiahed. May need May/June. Slow to phosphonu. Inoculation is establish. Does bat essential. when seeded in sparing. SERICEA P W 5.8- 2128 70- F Vt:i 1, MWD 335K Grows in most well -drained Use hulled seed in Senecia LESPEDEZA 6.2 85 soils. Law fertility spring, unhulled in Interstate (Lespedoza cure eta) requitements. Inoculation is fall. Vey deep-rooted essential. legume. Excellent cboioe for eastern Va. FLATPEA (Lathyrus P C 5.0- 14-28 65- G G L PD ISK Needs lime and high Tolerates acidic and Lathco silvestrus) 7.0 75 ptoIsphonm. Good shade wetter sails better than toiernw. other legumes. BIRDSFOOT P C 6.0- 7 65- G F M SPD 375K Inoculation is essential. Grows better on poorly No TREFOIL (Lotus 6.5 70 Grows in roadium-fertile, dromed roils Ilea most named . oorniculatus) slightly acid soils. legumes. Poor drought/ varieties. heat tolerance. z O t.n tl7 Cn c1f CD U CV W _W_1 =tVW CD ® ��ix L 1 S � w CVO WC)C�7 z �� m V) ~ 0 VA x =7-- Cr- W t/7 ®� t! U., 00 W o ® > 0r ., ,.. ♦.... ... .. .. ... . . .. v, .. i ,EL ... •'i': tit KEY•. .:.�:{. :,'.:i,: .i}`•, .,0..)„ v.f.�r;.'?:ice.:f .... :AL.. .A�.. .�.. �. .l;:;:..t•„- KEY i, '::: •:�. _•;r•'� Rent, r' c;;J::,.:'.:ru ,•>: •' .... _,......_. ..... .......... . .. Salmi. i'AAltl� "•: .•�,�. ',:'). �[ r:. .. .. - M .. It y '•� .- .. .< f . ,. . J .. .,. .... .. ., r. .D\, ,. Y. ..[.. .• .., : , n , .., L.I. .. n ..t.:. , :.... :. . < .. ,,. ,., .I. 3.. .. . ,!. . .v n ... ... ... .rya:::.,:" v1r i::i'•y� ' a A- �,�i y,• yyam��,. ., .. . , ... , .... .. ......., .. , r ....::.. if ..: •i9IIllYau ......�.... ,... �'. v t. . M..... Madmm, , L .....x.,ow.... PD:. .. ............... , . .t . . l... � >.:: �: :,. ... } .. ... ,. : .. ..- : .. , , ,. ., .... n ,.. ...C: t•St l,.;: is t::�.':..:. t�l a ,. , ,., n .e. ., •.. .. :. .::. :' ;: •,. n'. c. ::i^S•S �i::l.:.,.: is.:. �•.ti:,.'<•t, ,. .�.. r.t ., .. Z-,. ) v. ..,tn, ...a.+. .i.. n ...... )•..:, ..4 Y.. n{`�'% ,Yn..•r..: •,:::(, v .v< ... .< r...,.. .4..[.. .c. ...,..... .. .. ... , ... ... ,.,. .. ....ref T•DI.1 � , STANDARD Di, ,FRAME TOP ALTERNATE & CRATE TOP 14 8ARS 04" C-C _" I i"i DDDDD ODDODOD ; ODDODDODDER DQDOD oe Dg )D" ; OD� D D D +4 DIACONAL BAR D 1 1 D D I l l CA!L CORNERS RECOMMENDED MINIMUM HEIGHT CHART PIPE SITE H DIMENSION CONCRETE CORR. METAL 12• ' 2'-5" 15" 2'•9 a" 2'.8" Is" _>, 2'-It" 2V 33y A 24" 3'-7" UE � TYPICAL - UDD�O �� 0 I ' 1 DOD � D � D ► ' 1 -� T•T-1 7 f t-t -t tl 04 4'-10" DIAMETER 4'to ---� o u cn E DI -I, 1a pc ;.:. ,� ®� m o 0 o • �•.�,• ,f!� �,. rho O >8" DOWELS ' ?Boo Las. g LNS ONG A�25 (WITHOUT CRATE) ii to f GROUT O O r. a (GS NOTES' I :'i• _LLJ E� C) a Q 4;I• SEE GENERAL NOTES PRECAST FOR ADOfTIONAL DETAILS. i to" IN.44. � T O � " N � N z. coNCRevE To BE 4000 pSIMINI►MJM. NOTES: ® ' 3• REINFORCING STEEL IN ACCORDANCE WITH ASTM C•478• ASTM A-497 1. TONGUE ANO GROOVE JOINT TO 6E OF FABRICATOR'S DESIGN MEETWC THE 1 l� �f.• ® Q O O (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR 4: 4, CONCRETE COVER ANO CRATE ARE TO OC FURNSHEO AS A SINGLE UNIT, O-RING GASKETS OR BUTYL RUBBER. ` U ` �' . � 2. ALTERNATE J014T DETAILS APPLY TO ALL PRECAST UNITS, �MICHAEL g• 5E[ SiANDARp 01.1, to FOR DETAILS OF FRAME MD CRATE. MICNAEIA M, AP,T ' 5 CHECKED BY: M MA G• DIMENSIONS SHOWN ARE MMMUM, ACTUAL DIMENSIONS MAY VARY %ITS ALTERNATE JOINT DETAILS No.028947 MANUFACTURER. No. 1951 T �® -� _o AUGUST 15, 2001 o g. SPECIf'ICA )ON 1 _ � l � q rrs REFERENCE "�j Lo V 1 Oery, STANDARD PRECAST TOP UNITS z VIRGINIA DEPARTMENT OF TRANSPORTATION 233 105 r �'b Tt+�l SCALE 1 " = 20' 103.03 �� , �� Q Del SHEET 4 OF 4 F.C.5,A, C0N5TRLIC110N NOTE�5 6�N�M N0TY,5 FR05ION ANt2 5E12IMFNr CONVO, N01F,5 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION 1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE MEET ALL IN A PUBLIC RIGHT OF WAY. standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations. _- r WITH THESE PLANS. THE LINES SHALL ADDITIONALLY SANITATION AUTHORITY. 2• THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST REQUIREMENTS OF THE FREDERICK COUNTY 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY.': 3THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THEE^ 2. The contractor will install the construction entrance and primary erosion and sediment controls prior as shown on the site a.0 - z INSPECTION BY, THE AUTHORITY. ON NEW LINES ARE . PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND plan prior to or as a first step in clearing. k. � a- 00 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES LEAVING THE SITE. ' �' i � " '� a °o TO BE COORDINATED WITH HE AUTHORITY'S INSPECTOR. 4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS 3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas. r # �; :... Ad 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS „ AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE 4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and#` Lam., R �' �I o RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2 IN THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED one week prior to the final inspection. p p ► w o SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE TO ORIGINAL CONDITIONS. *� �' N FRAME AND COVER TO BE PROPERLY AUGNED WITH ITS METER YOKE BAR; 5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH „ 5. The contractor is responsible for installation of � additional erosion control measures necessary to prevent erosion and ;` rk ;' € x '�", w I 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION sedimentation as determined by the plan approving authority. ,"° '��, (� bt Q:� o I 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR 3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION " -� IN U CO� Ln Ln BE BETWEEN 18 AND 21 INCHES ; AND 4) ALL COMPONENTS OF THE OF THE PROJECT. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE 6. A copy of the approved erosion and sediment control plan will be maintained on the site at all times. 1 W V z_ N r z c� x I METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE P. - ® �- w <C o DEVELOPERS CONTRACTORS RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INS ALLED CORRECTLY. OF THIS SITE. 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND 7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times. p g �~," . w - o � Q Q00 5. FOR WATER AND SEWER SERVICES THAT CONNECT ON EXISTING LINE: DISTURBANCE PERMITS PRIOR TO CONSTRUCTION. 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND 8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any ;r w' �':'" r <. �1 µ . �„ , .R U� Cz V) 0 ' a. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED GUIDELINES SET FORTH BY OSHA AND VOSH. necessary repairs or cleanup to maintain the effectiveness of the erosion control devices will be made immediately. ., .� m cv w WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR E WORK WILL BEGIN. SERVICE MUST BE MADE AND FEES PAID BEFORE 9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540) 9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to an work. P p Y Vs k �. X� ¢; , _: O ® W r� w U-> ALL 5/8 , 3/4 , AND b. THE AUTHORITY SHALL FURNISH AND INSTALL A' 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND EXISTING SITE CONDITIONS. :. �� w Q0 _ � „ 1 WATER SERVICES. c. FOR 1-1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE 10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY UTILITIES REQUIRED BY THIS SITE PLAN.`i «Y �, -� of o �- �I205ION ANt2 5�t2IWNT CONTR 11V�;` Project Description THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE IS INSTALL THE METER VAULT ASSEMBLY. 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE �► '� d U Ln CONTRACTOR TO FURNISH AND PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. x.: �' z � THE AUTHORITY WILL INSTALL THE METER. d. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.' 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95� DENSITY FOLLOWING METHOD A OF THE STANDARD PROCTOR ASTM-D698, The purpose of this project is for the construction of additional parking and the future site of a sanctuary, west of Double^ Church road and south of Rte 277, east of Stephens City in Frederick County, VA. j ;. ` ,� N ,� -I-� LJJ w 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER; F �' ��' i1D w z A NEW LINE: a. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND Existing Site Conditions APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL THE TAP. SUPERSEDES THIS NOTE IF PROVIDED. The site currently is comprised of an existing parking lot and church. The areas planned for development is lawn and an b. THE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPLICATION FOR THE 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY existing stormwater management pond that will be relocated. TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINS); (3) MARK THE LOCATION PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE VICINITY MAP OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. Adjacent Properties 1 "- 500' 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR 5IfiF, PL-AN 1'RACKIN6 NUM R5 M51FON51NX LANt2 12I5 F,I2 BY CORE DRILLING THE MANHOLE. REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND The adjacent properties are residential subdivisions, open space, and residences. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR SPECIFICATIONS SET BY THE FREDERICK COUNTY SANITATION AUTHORITY RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND Erosion Control Measures ASSEMBLY SHALL MEET ASSE STANDARD NO. 1015 OR 1013. A REMOTE COORDINATE THE WORK WITH THE AUTHORITY. NAME: READOUT IS REQUIRED. 15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE. -Install diversion dike ARTZ & ASSOCIATES 01-190 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF -Install the sediment trap GREYWOLFE, INC. 0021 BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW BACKFLOW EACH WORK DAY. -Clear and grade site PLANNING DEPARTMENT SITE PLAN #43-01 CERTIFICATION: PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE -Install culvert inlet and outlet protection FIRE MARSHALL SP01-0051 STANDARD NO. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. CONSTRUCTION PROCESS. -Clean and provide regular maintenance sediment trap 17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO -Install permanent seeding EXP. DATE EXCAVATION WITH EASEMENTS. 18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. Permanent Stabilization THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR Vt20 ��N�t�AI.- N01�5 V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process, including the stormwater management pond. CARRYING OUT THE LAND DISTURBING F III MAR5HALL. 6FNFM NOiF,5 EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD ACTIVITY AS SET FORTH IN THE PLANS. AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR 1 MARSHALLOFFICE WILL DETERMINE • AN INSPECTION BY THE FIRE 'S Maintenance Program LOCAL REGULATIONS REGULABLE. IN THE EVENT OF CONFLICT BETWEEN ANY EVENT WHERE CURBING MUST BE PAINTED YELLOW. 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or deficient areas will be repaired or improved immediately. �k0� �- �A�-� NOTE: AN ON -SITE PRE -CONSTRUCTION OF THESE STANDARDS, SPECIFICATIONS PLANS, THE MOST STRINGENT SHALL GOVERN. 2. "NO PARKING -FIRE LANE" SIGNS WILL BE PLACED ON THE SITE MEETING IS REQUIRED WITH THE OWNER, Q z V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT AT THE FIRE MARSHALL S DISCRETION. 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. installed immediately deficiencies found. AREA OF SITE: 2.183 ACRES CURRENT ZONING: RA SITE CONTRACTOR, PUBLIC WORKS, Bc �1 O ® U �� OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH 3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION Additional measures will be where are PROPOSED ZONING: RA DESIGNER PRIOR TO COMMENCING ANY ^ = RULES & REGULATIONS. RIGHT WAY, ALL TRAFFIC CONTROL AS DETERMINED BY THE FIRE MARSHALL. 3. Sediment will be removed when sediment volume reaches approximately one half of the wet storage for traps. CURRENT USE: CHURCH � (- V3. WHEN WORKING ON VDOT OF PROPOSED USE: CHURCH SITE WORK. UJ ,•� c� �-- WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH BUILDING HEIGHT ALLOWED: 35' MAX. Q � z THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN BUILDING HEIGHT PROPOSED: 35' n W _ O U 0 w O TRIP 6FN0ZATION t2AIA CON-�"AC-�" NUAAMIZ5 ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) BUILDING SETBACK REQU{REMENTS J_ --� L'o ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, INFORMATION HAS BEEN DERIVED FROM THE TRIP GENERATION DATA PUBLISHED BY I.T.E. 6th EDITION. FRONT: 60 VALLEY BIBLE CHURCH: .� pp E-- � o� � w U CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS LEFT: 50' RIGHT: 50 PASTOR CALVIN LOWDER (540) 869-7659 ENGINEERING FIRM: V CD q 5E o O w DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE THE DEVELOPMENT FALLS UNDER THE CHURCH (540) REAR: 50 ARTZ &ASSOCIATES, PLC (540) 667-3233 �- ao FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY SECTION OF THE ANALYSIS. BUILDING SETBACKS PROPOSED FRONT: 180.27 ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651 ry WORK ON VDOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A CHURCH OF AN EXPECTED SIZE OF 12,000 SF WILL LEFT: 77.42' SITE INSPECTIONS: PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE PRODUCE AN AVERAGE OF 525 TRIPS ON SUNDAY RIGHT: 32.86' (EX. CHURCH) DEPARTMENT OF INSPECTIONS (540) 665-5650 ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, WITH A PEAK FLOW IN THE MORNING OF 110 TRIPS REAR: 93.66' EROSION AND SEDIMENT CONTROL: VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO PER HOUR. DEPARTMENT OF PUBLIC WORKS (540) 665-5643 INITIATION OF WORK. SANITARY SEWER AND WATER: F.C.S.A. (540) 868-1061 V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN PARKING CALCULATIONS TELEPHONE: VERIZON (301) 954-6282 WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. CHURCH - SEATING FOR 300 1 PER 3 SEATS ELECTRIC: ALLEGHENY POWER (800) 654-3317 VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. REQUIRED 100 SPACES EXISTING 65 SPACES GAS: SHENANDOAH GAS COMPANY (540) 869-1111 V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROPOSED 54 MISS UTILITY: 1-800-257-7777 ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN TOTAL 119 SPACES ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, ADA SPACES REQUIRED 5 ADA SPACES PROPOSED 5 SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. PROJECT: E LANDSCAPING CALCULATIONS PIP CHUr'\" EY 41 CL 0) °' E SLILN01�5 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A FIELD RUN SURVEY PERFORMED BY OTHERS. � E LANDSCAPING IS NOT SITE INFORMATION: S 4) E REQUIRED IN RA ZONING ADDRESS: 578 DOUBLE CHURCH ROAD o E C 0 2. THE PROJECT BENCHMARK IS THE EXISTING FINISH FLOOR OF 759.00' STEPHENS CITY, VA 22655 °- o °' SIGN DATA EXISTING SIGN HT 5' (540) 869-7659 cn E U.fn w 3 EXISTING SIGN AREA 40 SF TM #86 - ((A)) - 20B z E o Q PROPOSED SIGNS NONE ZONED: RA Q PRIOR TO A PLACING NEW SIGN IN J (3 > o THE FUTURE, A SIGN PERMIT MUST BE OBTAINED FROM THE FREDERICK DEED BOOK 763, PG 889 LL n- a- 4= COUNTY INSPECTIONS DEPARTMENT SEAL AND SIGNATURE FREDERICK COUNTY PUBLIC WORKS APPROVAL ------------------------- EXISTING CONTOUR UNE C CL C - - - - - - - - - - - - BUILDING RESTRICTION LINE o , --x----«--_X-- x- EXISTING FENCE -sm-w-sm-smEXISTING SANITARY SEWER LINE TH 0F PLT OF _ o� ? i a a i o t- 0 �- 0 0 0 DIRECTOR DATE U MICHAEL M. ARTZ P 0 v N o 0 -w -W -w -w - EXISTING WATERLINE DA MICHAEL N o PROPOSED CONTOUR LINE No. 1951 -nOf o. 28947 w UJ N Q, N N FREDERICK COUNTY ZONING APPROVAL �SS�ONAL - - PROPERTY LINE <qNQ ��G Q o 0 0 5'R PROPOSED RADIUS IN PARKING LOT SUR�E40� a�� ,��,� - CHECKED BY: MMA + 55Z PROPOSED SPOT GRADE THESE PLANS ARE IN CONE RMANCE WITH COUNTY ZONING ADMINISTRATOR DATE AUGUST 6, 2001 OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. THIS SITE PLAN IS VALID FOR (5) FIVE FILE 01-190 YEARS FROM THIS DATE OF APPROVAL SHEET 1 OF 4 C 13 0 EXISTING Tq6L SHED IS NOT ON A FOUNDATION. MOVE AReND AS NEEDED DURING RADING AND SET BACK Oh A LEVEL PAD / SHED 5 WHEN BONE. I 55H / 5 n / / 20' T.M 86E-((1))-66A / JENI COMPANY / 1 TDB 831, PG 12145 �f ZONED: RP USE: GREEN SPACt� N j i51 � � u / 4' / o a INSTALL TEMPOS SILT FENCE 1 (W/O WIRE SUPPORT) ALONG THE EDGE OF THE ION DIKE TO BE CONSTRUCTED. REMOVE SILT / ! FENCE AFTE PERMANENT SEEDING HAS BEEN ESTABLISHED I F I® I f I / �1 1 PLACE DIKE INSIDE OPERTY 52R 5� � f f / LINE IN ORDER TO DRT \ �9'R OFF -SITE RUNOFF FROM THE POND. THIS WILL ACT / S A BANK ` FOR THE POND. CONTRACTOR \ MUST INSTALL A DITCH 1 S SF 1 NECESSARY FOR POSITIVE \ DRAINAGE AROUND THE Q11KE ! 1 I 0 - INSTALL SPILL*Y WITH 54 I !' RIP -RAP & LINING I 52z5+ ` y 1 ® 1 I 753 / EXISTING FENCE 754 X .---39 F/T_ .......... .... X SF / f (PLACE EC�-1 RIP -RAP AROUND TH� i / r IPIPE AND I FIVE FEET DOWN THE / CHANNEL.1 / Ln 1 T.M 86E-((1))4 f BILLY W. JONES, JR _ _ 108DB 8184, PG 983i� I I AVRILI G �KALI(NICH,1 TR ZONED: RP 106 DRIFTWOOD DRIVE USE: RESIDENTIAL DB 941, PG 1214 ZONED: RP USE: RESIDENTIAL I i I I I I I I APPROXIMATE LOCATION OF A 2" SANITARY FORCE MAIN. - CONTRACTOR MUST DIG TEST PITS TO DETERMINE THE EXACT LOCATION AND DEPTH. THE CONTRACTOR WILL PLACE THE LINE AT LEAST 36" BELOW ALL PROPOSED GRADES. T.M 86-((A))-20A RANDALL R. RITENOUR 548 DOUBLE CHURCH ROAD DB 642 PG 325 ZONED: RA USE: RESIDENTIAL PLANNING DEPARTMENT INFORMATION: 1. CURRENT ZONING IS RA 2. THEREFORE THE DEVELOPERS WILL NOT INSTALL CURB AND GUTTER AROUND THE PARKING LOT. 3. LANDSCAPING IS NOT REQUIRED FOR THIS DEVELOPMENT. 4. AN OUTDOOR TRASH RECEPTACLE IS NOT PROPOSED FOR THIS DEVELOPMENT; THEREFORE, CHURCH EMPLOYEES MUST REMOVE TRASH TO APPROVED COUNTY DUMP SITES. N I 4W w I � ! I s r IC ER ` 78-14'57M J 761 \st 58-ft 760 �y 58� 2), 759 ` LID --_ Ujlb qp W / I 58 i OF pROX/M,q=-. w.�, S TF CO --� W -_ ! Sa, - - -- --- L ER VIOL CA nON u L to Lu :J11 / 1 ! EXISTING CHURCH I } 86-((A))--20B I ~w 7,780 S.F. 2.183 ACRES FF=759;0 o / ZONED: RA \� ! l� / E . SI N HT=27 / DB 763, IJG 889 ! cfl / 5� X 8� / w \ I / / ( HT=5/ iv / T.M 86-((A))-75 O \ E. R. NEFF / RELOCATE EXISTING/ FH & WM ASSEMBLY 1 ( -T / / I EXCAVATING, INC. / / I / i / / I DB 677, PG 568 ZONED: RA P OP 20' WATERLINIf ESM-( I / / w d FH WV I I 1 I cC 0// � . w 475/ WM ` / I Q i I RE TRI E►' RI G 0 P AS 2 II I f/ i�A N } 12 \ s 0 PAR I G l FH / 5tY 6/ ' f W 1Ila:, D_ 16 LA E/ CTI EX. �„ WATE�t LINE . �� _=� f �% t-'- C� z / f (p d��45y ----- yy fi`--r-1W I C� �� W Tr- 5' R IN 9 '2 k SEC.= El F TELEPHONE x I PEDESTAL s x I T.M 86E-((1))-3 VICTOR R. GORDEUK I 104 DRIFTWOOD DRIVE DB 959 PG 1364 ZONED: RP USE: RESIDENTIAL I I I EX. DRAINAGE ESM'T DB 831, PG 1237 I I INV IN '750.01' 50 B. R. L. I v _ P 20' W TERLINE ES I � o / REMOVE MINIMUM OF ( _ x 011� JJINT OF PIP /J N � J CS ~ LW� v) / GO EYOND THE wj x / EX17NG LATERAL T I w C9 f-- LJCLI 37 i 1 I LLJ O ry Q C// z I I Im C5 TOP= 52.4 m INV=7 0.23 Q Ln' Z \ \ N 87*05'42" W 477.19' X I � r / Ln Lc) T.M 86E--((1))-2 1 / MARY V. LONGERBEAM �.M 102 DRIFTWOOD DRIVE 86E-((1))-1DB 917, PG 1214T.M 86E-((1))-66A ZONED: RP JERRY N. MCDONALD JENI COMPANY USE: RESIDENTIAL I 100 DRIFTWOOD DRIVE WOODSIDE ESTATES DB 856, PG 1580 ! DB 831. PG 1214 I ZONED: RP ZONED: RP I I USE: RESIDENTIAL I USE: GREEN SPACE I I WOODSIDE ESTATES SECTION 1 r �4S H OF V ICHAEL M. ARTZ r No. 1951 d- T JJ \ y. DAMli'l M0AEL r P0.028947 � 0 �s � - r{i 0NAL t� Ua z ►--� Q, z 00 CL 00 �•� o o rn r (D v/ F— L'j d I i N ►-� •rfw w ry Oc~ncc)�t-zi- CD nL !. Ln 0 WNQCD N .-.� > 3: Q Q O 00 �>� Oco �- 4-4 N L'i 0 LdCo ry cd ctS •r♦ zoo y 4 � o � � N z J � w w FW- U� z w z � O r 'Q Lr) Y NNW o LLj 0- U �7_ LL- Lu W U O m U) ~ w O t--- >_ CL wo z 0 0r LLJ m b CHECKED BY: MMA AUGUST 15, 2001 SCALE 1' - 20' SHEET 2 OF 4 12" 759 NOTE: THE STRUCTURE IS A PIECE OF 48" CONCRET-__ RISER THAT PS 30" TALL WITH A N3' MIN. 12:1 12:1 3' MIN 2 OF SM-2A , )? 1. SIGNS BE T 758- inp AND RASE di I )R P ZECA I-A-1 F)IAMET _R INI ET 101 E ON CG-6 CG-6 POSTED HANDICAP AT ALL SPACES MUST PER HE OPPOSITE 'SIDE. THE SITE PLAN. U u 8 0 F 21 B COMPACTED •2. SIGNS MUST MEET OR 757- TO 9 5 % STANDARD PARKING 0 EXCEED LOCAL REQUIREMENTS. 00 NIY n 00 PROCTOR DENSITY SIGNS SHOULD BE BLUE - N ACCESSIBLE I JE WITH WHITE SYMBOLS, BORDER, 0) 0 0-) AND LETTERING. CD SOIL COMPACTED J- 756-- (f) 4. SIGNS MUST BE BOLTED TO A 3" DIAMETER METAL POLE. TO 95% STANDARD (_0 I I I I I I W% (D _J 755 PROCTOR DENSITY CD 5. THE POLE SHOULD HAVE L'i CO et� - CD SPILLWAYr 755 HE 4" HOLE P -D UP THREE COATS OF WHITE (7 [-- C) -Zzt- Ln 100yr 754.13' w _IJIGGE DENAMEL AND SET IN AN 8" C CD co U--) Ln 754-- I_J_J C`�] PAVEMENT SECTION DIAMETER HOLE AT LEAST 18" C,-� >< 6)) TOP A/ RATE TOP-754.0' NOTE: 0 >- LJ --i- DEEP AND FILL WITH Lj_J L_L_ 1. HANDICAP PARKING SPACES CANNOT 00 I D 0 r- -1-2�L R C P @ 1 �H Or A I . -1 --1 1 LE I" CONCRETE. (f 753----- EXCEED A 2% CROSS SLOPE. GRADE W= 4" M0 C) ::D PDURED INVERT- 2. HANDICAP RAMP SHOULD BE BUILT TO > C/) IINVEH 1 =752.5 VDOT CG-12 STANDARDS, IF APPLICABLE. C) a_ M LL-i LJJ 752 e� < 3. STRIPING IS TO BE 3" WIDE WITH TWO C:) LLJ INVEF,T=7r-- 2.35' 6" BASE COATS OF TRAFFIC LANE WHITE. 'A 0 :7, - l-- ():� 0MICHAEL M. ARTZ--;, V) L to __J I DANII M1 HAEL LLJ r- I n 4. HANDICAP SIGNS SHOULD SET 3' 751 No. 1951 8947 'If Ln BEHINDGIDEWMOUNTED TO> co Cf) BUILDIF POSSIBLE. CD 0 -zi- Ln 750---�� - ----- -D P1141E:A OR- Is, /ONAL CD SU �;_ N taf STORMWATER POND STRUCTRE DETAIL HANDICAP SIGN (NOT TO SCALE) LJJ 1992 3.14 LLJ TEMPORARY SEDIMENT TRAP REVISED FOR THIS PROJECT DIVERSIONS EXCAVATED EARTH SPILLWAY PIPE OUTLET CONDITIONS LLJ 1' 2' A A LEVEL PORTION CREST AND CONTROL SECTION ORIGINAL to% flaTTUDOW GROUND Or FM ELEV.= 755.0' �W_ 2250 CU. FT. Hilt;mmlc=lmr.=Imll do nff 0 OW PIPE OUTLET TO FLAT 758 ELEV.- 753.0' AREA WITH NO DEFINED CHANNEL 2250 CU. FT. APPROACH PLAN VIEW G (EXCAVATED) 2' CUT CHANNEL BERM EXIT SECTOR 756 ORIGINAL ELEV,= 751.0* 1 17 FILTER CLOTH GROUND TYPICAL PARABOLIC DIVERSION L 3' CV CO ELEV.= 753.0 NOTE: NEITHER THE LOCATION 754 *SEE PLATE 3.13-1 COARSE AGGREGATE. CLASS I RIPRAP NOR ALIGNMENT OF THE 0% CONTROL SECTION HAS 10% 8111ITTIZ11112111T TO COINCIDE WITH THE CENTERLINE OF THE DAM. d 752 Li 0.31 I= BOARD EMBANKMENT 1 61 _F 6' CROSS SECTION OF OUTLET SECTION A -A FILTER CLOTH KEY IN 6"-g'; RECOMMENDED FOR ENTIRE PERIMETER t 750 Cfn CLASS I RIPRAP LENGTH (IN n-M-0 6.5' A I Z LO PLAN VIEW < 2250 C M . D Ho PI PE AREA C 2250 Cl` (EXCAVATED) E 751 W 4 0 L-C) 3d 0 (MIN.) _J W WATER SURFACE LLJ Q:f DIVERSION A L-L (n DIKE X- LENGTH OF r) cl-A ry TYPICAL TRAPEZOIDAL DIVERSION EXCHANNEL 0 V) d 7� Z 0 CL I Q� fj- C1_J LLJ C3 STAGE (Hp) U lob LLJ 0 Cn CONTROL SECTION y I I ::E ry cr- LLJ r-) ry PIPE OUTLET TO WELL U) bd n LJ__ DEFINED CHANNEL N 00 U) D 10% ORTILIMM 20' LEVEL OR EXIT` SECTOR PLAN VIEW CD 0 < LLJ CD I U + + Or Fm BOARD GREATER < mu-)u APPROACH F L a 0+00 1+00 =D //�// / �� _ �_I CAS LB LLJ t PROFILE ALONG CENTERLINE 100' 0% PROPOSED WATERLINE EXTENSION .110111iz .... 2 COARSE AGGREGATE M 00 LLJ 1-- EXCAVATED FILTER CLOTH d M Ln AREA d CD SECTION A -A 7- FILTER CLOTH KEY IN 6*-9'; RECOMMENDED FOR ENTIRE PERIMETER � NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION LLJ COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 TYPICAL VEE-SHAPED DIVERSION BASKET, OR CONCRETE n 2. Lo IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. OUTLET (PERSPECTIVE VI EW) CROSS-SECTION AT CONTROL SECTION 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT < < LESS THAN 6 INCHES. E- VA. DSWC PLATE. 3.13-2Source: Va. DSWC Plate 3-12-1 SOURCE: USDA-SCS PLATE. 3.14-9SOurce: Va. DSWC Plate 3.18-1 >� > gra a trench r. minimum minimum trench 77 width as genera general form board k machine excavation limit METER BOX and COVER req fired backfill /%ackfill 6* dia. schedule 40 (see note) steel pipe filled w 3' e) METER SIZE METER BOX METER BOX COVER concrete and C: -Traffic M32C-PW pointed yellow Non 8" 8- C. 5,8"x3/4' or 3)'418 in. Dia. 7' E 8 Traffic A32HH - T N. 2 E Non -Traffic Mp -30 (Frame) 41 concrot trench e) WITH RML-1-T (Top UP) 0 gate volt' to valve 24 in. Dia. 0 24" select 24* select undisturbed e stone bedding & boxes box I Traffic Mq-30 (Frame) WITH RML-12-T (Top d) backfill backfill 18" dia V-6 41 E see note) see note) TYPICAL SECTIONt OL 4_ TEE. WYE. OR PLUG concreE 6. 6. In lieu of wood forming the fitting may. �e wrapped d otes hand excavation treated 2"x 4' with concrete pad encosen.- C]l a) 0 corn or V-15" sq. x 6* deep E ely F O.D O.D. ethylene, and the concrete poured to =12* min. for 10* and smaller pipe top 6 pointe ue cr, C: 1 'y fitting and d soil. The bearing ofisill>89 min. for 12* thru 20" pipe C: (D /2 O.D. the concrete E (n 'E E 0 rgegainst undisturbed against undisturbed soil shall remain as shown. see chart below for A, 8, C dimensions. meter. cover thrust set 2 above. J. block BOLLARD DETAILE 0 *6' minim fin. grade pno C: L 6. L CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS vanes as required to sodding 18 (n Q) 6 C Q Q) CT stone ,MA770ne Plugs, Wyes &11 1/4' and 22 1,12*45* and 90` < Pit Tees Bonds Bends corp i oration WEA V) E _y -- A 1 8 C A I B C A B C 8*-21" eter by F.C.S E Q) 3: STANDARDCONCRETE ARC 6' T-3T-9"f--'9 stop 3* stone bedding eter box direction of setting to be approved prior to installation 0 0 0 U 4) ..Add < -8w 1 '-3- W-9-f-3, T---9-1 F--9--9 5`-�q T �-6 7�-9 7--3 surrounding box screw type LD 0 > - I V-6- T-9' 2'-61 0 0 i-6 7-�9 T---9, I - nji check valve adjustable valve 36* min. V) 12 1 -- 9- 1-:0' 2---6' T�- 3� -0 7---6* T�-O 1 36" mit . with drain valve box M general --j-general T_4W7__O V-0 -O"V-3 8" min. > --backfill backfill - .1t4t,11.41-9 - as required concrete pad 1'-6* sq. x 6' deep Q) W T6W, T__T 1 -0 U location marker e) -11 vulva T�87�-�6 1 -3 -9 T'_-�6 stone valve 2=0 _-9 type K copper TUDIng, cont nuou megalug megalugged to 2' min. - 6" max. 8- 8. without joints from 2 ft. main CL CL CL C, -megolug 11 1 ZT THRU 90` BEND water maill"'" to mete stone bedding (n to to (n C C: C C C METER SETTING PARTS 24* select 24* select 4* sto e .2 5 .2 0 0 backfill backfill lilie meter angle angle check expwansilon galyn rods over fittings and size yokf , Is yoke screw (n (n (n size ball valve valve wheel curb & gutter note) A > see note) embedded in concrete thrust blacks. type 1 /8x3/d f5O, BA94-224W HHCA91-323-TV EC-23 Street adjustable stone 6' 6 & C84-34 ston stone to be valve box af ck� . . . . . . .......... minimum 0 O.D.1" 3/4" f5o'lA91-323W &HHCA91 -323-TV EC-23 IF 6" FITTING SlZff?��ENQ__RMS EMBEDMENT locator marker .......... O.D. ve to thrustpit 12" & LESS 6 2 30* G84-34 & C84-34 block 18" to 24" 1* 1" K50A. BA94-444W HHCA94-4-44-TV. EC-4 C) (D C) 0 0 14* 20* 8 2 36" 8*x 8"x 16" solid 0 0 0 0 0 egal C4 LN C\j ncr . . . . ..... to block L 6. L6' INSTALLATION NOTES: waIK-.*-..,.-..* . e ..%% ........ . (for valves 12" and x. ................ 0) C14 concrete tun) LLJ vi concrete 1. Exact location of meter box assembly larg %n k in c.. . larger) 04 21 - . I—- - .......... 11 C14 C,4 VERTICAL BEND �,q 45' 1 9u, to be approved prior to installation. stone bed 1 6* - - 1.3 2. Water service crossing street shall be 1. typo: 6 0 . . ..... ......... Note: this detail is CONCRETE CRADLE CONCRETE ENCASEMENT8- - 1.1 2.3 encased in 3" dia. SCH40 PVC or 0, K_ :... 0 0 ................. also used for < 0 0 Q LL_ 10" - 1.8 3.7 SDR21 piping. The piping shall run from V . . . ............... butter -fly valves mechanical THRUST BLOCKS FOR VERTICAL 12* - 1.2 2.8 5.5 one foot beyond sidewalk, across the ............... .. .. . ..... ..... . joint swivel I .......... tee with 6" UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 street, to one foot beyond sidewalk. CHECKED BY- MMA NOTE: To be compacted to 95% of ASTM D698 maximum density. AS FOR HORIZONTAL BENDS. 16' 0.9 2.3 5.1 - 1- X I TEE (T444-444) branch 18" 1.4 3.2 6.3 - DUAL METER INSTALLATION 20" 2.2 4.5 7.8 - AUGUST 15, 2001 TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1 METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY Figure 1 Figure 2 Figure 5 Figure 8 Figure 9 SCALE 1 = 2 0' SHEET 3 OF r r 1111RIIIIIIIIII TABLE 3.39-C TEMPORARY SEEDING PLANT MATEIILALS, SEEDING RATES, AND DATES SEEDING RATE NORT.Iia SOUI'Iib PLANT SPECIES 3/1 511 8115 2115 511 9/1 CHARACTERIST CS Acre 10000 to to to to to to 4130' 8115 1111 4130 9/1 11/15. OATS 3 bu. (up to 100 tbs., 2 ft. X - - X - - Use spring varieties (e.g., Noble). A( vet saliva not less than 50 tbs.) RYEd 2 bu. (up to 110 lbs., 2.5 lbs. X - X X - X Use for late fall sTeedings, winter (Seale cer a not less than SO lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 tbs. appmx. I lb. - X - - X - Warm -season annual, Dies at first to i ca frost. May be added to summer !7 mixes. ANNUAL RYEGRASS` 60 lbs. IIA lbs. X X X - X May be added in mixes. Will .ot'u MAILL-1 I maw out of most stands. WEEPING 15 lbs. 51h ozs.. - X - - X - Warnrsessron perennial. May LOVEGRASS bunch. Tolerates hot; dry slopes (Eta tis C-Mm4a) and acid, infertile soils. May be added to mixes. KOREAN 25 lbs. approx. I % X X - X X - Warns Mason annual legume. LESPEDIEW lbs. Tolerates acid wits. May be (ems g�m added to mires. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22 2. b Southern Piedmont and Coastal ' Plain. c May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be between these dates. - May nZ be planted between these h dates. TABLE 3.32-A (Continued) CHARACTERISTICS OF COMMONLY SELECTED GRASSES � S COMMON NAME 4 S MAINTENANCE REMARKS (Botanical Naaex o 0 ® a°• REQ1JiREMEIVTS > �+ G7 �•+ O H '� A w REDTOP (Agmstis atbs) P C 5.8- to 65-85 G F L PD 5m Will tolerate poor, Does well in No .6.2-- infertile. soils: deep erosion control named rooted, mixes - not for varieties. lawns. Low -fertility Fast-growing, No WEEPING LOVEGRASS P W 4.5- 14 6S-85 F P G L-M SPD 1.Sm regmreme»ta: VV�1100 named (Evagrostis "uvula) 6.2 exceltei t drought bunch grass. varieties. tolerance. Excellent cover for erosion contort. BERMUDAGRASS P W 5.8- 21 70-95 P G M-H SPD 1.8m High nitrogen Common varieties Sae (Cywwon dactylon) 6.2 tmtled tailizatim, exceneat used for erosion currant drought Weramc e. control. Hybrids VCIA Some varieties used far fine turf list. adapted to western VA. ORCHARDGRASS (Dactylis P C 5.8- 18 60-75 F F M SPD 625K Does beet on well- Good pastnns Virginia gtomersta) 6.2 drained, loamy soil. wlection - may be oragin or - grated. Potomac m T•O1.1 STANDARD 01.1 FRAME TOP ALTERNATE d CRATE TOP 14 eats o4^ c C �-rt -.- __T'T-f 1 1--1 - -I -'F ODn�Q �dU��U� ; mupomoolu O U 04 DIAGONAL BAR T PCCORNERS W-1D" DIAWT£R----a.•i -'�„� DI-1, 1A PC IS RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE H DIMENSION CONCRETE CORK. METAL IV, 2'-1i t" 2•.8" 18" 3'• _" V-i1" 2T' 3•- t,," 3•-2„ 24" 3'-7" 3'-5" v 8" DOWELS �. '.' GROUT NOTES` I. SEE GENERAL NOTES PRECAST FOR AODfTIONAL OETALS. 2• CONCRETE TO BE 4000 PSIMINIAIUU. NOTES, 3- REINCORCINC STEEL IN ACCORDMCE WITH ASTM C-478, ASTM A-497 1. TONOLE AM GROOVE JOINT To SE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 fREINFORCING BARS). APPROVAL OF THE ENGINEER. JOINTS ARE To BE SEALED WITH MORTAR, OR 4• CONCRETE COVER AND CRATE ARE TO SE F.A NSHED AS A SINGLE UNIT, O RING CASKETS OR BUTYL RUBBER, 5- SEE SiANDAHD 01.1, IA FOR DETAILS Of FRAME MD GRATE. 2• ALTERNATE J�NT DETAILS APPLY i0 ALL PRECAST UNITS, 8- DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSiONS MAY VARY %1TH ALTERNATE JOiNT DETAILS MANUFACTURER. SAECG'iCATiON STANDARD PRECAST TOP UNITS REFERENCE VIRGINIA DEPARTMENT OF TRANSPORTATi)N 233 103.03 TABLE 3.32-A CHARACTERISTICS OF COMMONLY SELECTED GRASSES 0 MAINTENANCE COMMON NAME REQUIREMENTS REMARKS (Botanical Name) o ! .:? x �✓ A w 0 r� Better suited for Ky 31 TALL FESCUE (Festuca P C 5.5- 10-14 60-85 F F M SPD 225K Low when used for ermon control arundinacea) 6.2 erosion control: high and tough turf when used in lawn application. Sea TALL FESCUES (Improved) P C 5.5- 10-14 wg5 F G M SPD 220K Responds well to Excellent for current -6.2 high maintenance. lawn and fine VCIA turf. list. Needs fertile soil, Excellent for fine See KENTUCKY BLUEGRASS P C 6.0- 14 60-75 G P M SPD 2.2m favorable moisture. turfs -takes traffic, correct (Pea pratense) 6.5 Requires several mowing. Poor 1/CIA years to become well di'ou0t/heat list. establidW. tolerance. May be added to See PERENNIAL RYEGRASS P C 5.8- 7-10 60-75 F F M-H SPD 227K Will tolerate ttafiic. mikes. cwrlesht (Lolium perenne) 6.2 * Improved VCIA varieties will list. perform well all KEY �% :?�•.: .:set,. A.. .Atcrt►ts1l....:.::. .. :.. ],:. .:->~'< 51 .: ... .:... * p. : `�: �.1� �lY....;,'�t` > ,. .. . ,....... .......... .. .:... . .. ,.. .: ... ..... y ..... .fit .:.., f� TABLE 3.32-A (CttWnueM -------'-- ---- .,.,,..,,avt.rutt arua✓x,arar xri�Aall!7 le! 7 COMMON Q aI 7 :a o MAINTENANCE REQUIREMENTS . REMARKS p,Bnic! v9 w ANNUAL RYEGRASS A C 5.8- 7 60-70 a P M-H SPD 227K Will grow on most Virginia Soils. Do May be added into mixes or No (L.olium multiflorum) 6.2 named tot use in fine -turf establisw alone varieties. . arrw to tearpcetrary cover in spring' and tall. RYE (Seale cereale) A C 5.8- 7 55-70 ve 0 L-M SPD 18K Will estrtblish in May be added Abruzzi, 6.2 roost all Virginia into mix" or Balboa soils. Do not use in established alone fine -turf areas. for late fawwinter FOXTAIL MILLET (Serails italics) A W 5.8- 10 65-85 VP G M MWD 220K Ectablisbes well cover. May be added to � . 6.2 curing smmrmer. erosion- control German Very low moisture n»xes or reduireawnts. established alone. - l TABLC 3.32-A (Con6itcD CRARACTERIMCS OF COMMONLY SELECTED GRASSES COMMON'NAME �' b MAINTENANCE REMARKS v (Botanical Name) A, ° ty u n REQUIREMENTS ' o CI y x •�, v a 13 N t E '� c to Grows well in sun or Exceeds all flee Reliant, HARD P C 5.0- 10- 60- VG G L MWD 400K shsde and will Wlerate fiascoes in most Spartan, FESCUE. 6.2 14 80 infertile coifs: tests. Excellent for Aurora (Festuca improved disease kiw-mabatenance Longifolia) resish moe, situations. Tolerates shade, dry Poor traffic ' FINE CHEWINGS P C 5.0- 10- 60- VG G L MWD 400K infertile soils. tolerance, less Flyer FE:scm FESCUE 6.2 14 80 thatch than other fine fecues. LOW to medium Spreads by RED P C S.0- 10- 60- VG G L MWD 400K fertility requirements. rhimrrres. tillers Long - FESCUE 6.2 14 8o Requires wellArained sad stolo . Wiff fellow, ' (Feshrca soil. not take traffic - Victory Rubs) very Shade .,. tolerant. No REED CANARYGRASS P C 5.8-• 21 70- G G M-H VPD S30K Do not mow closely or Conservation named (Phalaris arundinacea) . 6.2 85 often cover in wet areas. varieties IF: KEY .:..::...... .. :A Aim • ,' Tray ..�:::(' >tl: • .:.'_. 1� P P VP .. .. .... ... ..... < .parr.. H. Hi ;.�. &� .. • ' IN .. :.Low . . .:.:.:....,,.:.,: ba . : . 1PItr t .... ,...+......... ........... SvtrTew ..,:. •i�aurt�d...............IVIf�i . Puorl Draine#d.... ....Pond D�rced,..: VPD: : V PocicxY ......... ... .......)'D:... ... . P d :17raraed..: ro .oh'• y . MAINTENANCE -COMMON NAME � • I REQUIREMENTS REMARKS .� (Botanical Name) y J1 .' w � u P C 6.0. 14-21 70 G VG M MWD I toK Does best on well -drained Excellent for steep. Penngift CROWNVETCH 6.5 soils. Minimum rocky slopes. Produces Chmwtg (Cmanills varia) knonce when colorful blooms in Emerald establiahal. May need May/June. Slow to phosrphons. Inoculation is establish. Does beet estge+rtird, when seeded in spring. SERICEA P W 5.8- 21zs 70- F VG L MWD 335K Grows in most wall -drained Use hulled seed in Serwis LESPEDEZA 6.2 85 soils,. Low &rtiility spring; unhulled in Interstate (Lespedeza cuneata) requirements. Inoculation is fall. Very deep-rooted easentiai. legume. Excellent cboios for eastern Vat. FLATPEA (Lathyrus P C sx- pt-n 65- G L PD 15K Needs lime and high Tolerates acidic and Lathpo silveatrus) 7.0 75 140 phosphotm. Good shade wetter sails better than tole,ance. other legumes. BIRDSFOOT P C 6.0- 7 65- G F M SPD 375K Insulation is essential. Grows better an poorly No TREFOIL (Lotus 6.5 70 Grows in medium -fertile, drained Boils than most nanhed . corniculatus) ' slightly acid soils. legumes. Poor draught/ varieties. heat tolerance. J . ate. ��:., .., .!• iJ': -'v .'.'.�.E'. �•, ':.lit. .l, �.�.. •.�. ';G:ii1'�::�JF. ,hFiii�'<K� ':�'..,. ,a�yY''oo�.'.., : : �,. ..�.. `'i3 .'lw'll�®. bderAfell� :�►ri" �'`� :.��iiy :Yt,'ij►'F+ogtt" D+r1 : :'. .. J.. ;;:•: .......;(>.,. .: .., ..: ,<.::.:.;.:ti>..::ni„`.,;�:."��:>:i�:•:,.�:::��:ja]....i!.;:.::.:^:�::�.,.:..:�<;,;t�j.!,:,.:;:'.�!:•.::':�:.iY'::::...i.iJ•iii;+4:::.�i�'::]''.r:c.'....:.:::.}::.J��::'�:':.;:,".'��.:; .:�i :;:'�:;'.::':�J:j::� •.. ::"�..... ( <,'i)•.:. '�a •�,.i �: `':�Z .':'1: ,. ]' / .ii., .:, r,.v F.: .::,.J J'.�. ,!,, i.. ., t C?. +'Yn-:%::v:�]i Z.�',v. ,.. , a .. .. �.!.-`.:. Ji •r:N♦>w: : .:: ..a..:?, :. �.] :..r.:.A: �a.'<::. p•..':' [ .�::•S "w<t�':::•l '�..-'i :.. .:.vv:]: 'ii Y:.. .,i ., t � �'t Y '`fi S:i:.:�n :: .Ly:>:-.S<S :%<.F `:::: r <�'< i.: .!;: :�."''::.. : MIC4#AELM. AP, s Z No.1951 T T'RZTct ILA. MiCHAEL � No.028947 ,: 16i -ol Z 1. Z W co C10 w•� z O M I co CD s~ w� � iCD � •"•a � w I I N W Q t 1 O O Cd U co Q r� co M of Uj O � Uj w i W N� Z w w W W W Z ILI ®tn � C) cD U W =NW ® Uj UJI HOC U�ti (n® UJU0 C.DZ m to �WC.) 01 Zw 00W® J t jCY �Z Uj W CL O a, F � b v � _v CL u £ Jc fn Z E E o CJ 0 v aj c Ce o `o as � .22 0IO��! J b F-- N N a r-- ® Q O ® � I CHECKED BY: MMA AUGUST 15, 2001 SCALE 1 " = 20' SHEET 4 OF 4 APPROXIMATE LOCATION OF A 2" SANITARY FORCE MAIN. CONTRACTOR MUST DIG TEST PITS TO DETERMINE THE EXACT LOCATION AND DEPTH. i. THE CONTRACTOR WILL PLACE THE LINE AT LEAST 36" BELOW ALL PROPOSED GRADES. — — � I EXISTING TOOL SHED IS NOT ON, \ TM 86-((A))-20A A FOUNDATION. MOVE AROUND AS ' RANDALL R. RITENOUR NEEDED DURING GRADING AND / 548 DOUBLE CHURCH ROAD SET BACK OF A LEVEL PAD 57 Q ,� DB 642, PG 325 �� ' ZONED: RA 0' 20' 40' 60' WHEN DONE. SHED �' 0 ,,W / USE RESIDENTIAL I 55 1 555R O I 56 4 16 \ s9 N . E F C R 5 ,814 E— I I T.M 86E—((l))-66A JENI COMPANY i WOODSIDE ESTATES DB 831, PG 1214 ZONED: RP USE- GREEN SPACE / .o INSTALL TEMPORARY SII T FENCE (WAO WIRE SUPPORT) ALON THE EDGE OF THE DIVERSION DIKE TOIBE CONSTRUCTED, REMOVE SILT FENCE AFTER PERMANENT SEEDING HAS BEN ESTABLISHED I I 1 PLACE DIKE INSIDE PROP�RTY LINE IN ORDER TO DIVERT OFF -SITE RUNOFF FROM THE POND. THIS WILL ACT AS A BANK FOR THE POND. CONTRACTOR MUST INSTALL A DITCH AS NECESSARY FOR POSITIVE DRAINAGE AROUND �E DIKE SF INSTALL SPILLWAY �/TH 54' RIP -RAP & LINING s \ 4 EXISTING FENCE I X ---- X — —_ X ^h ¢46 05' 61 PHASE 1 58 ¢ CP LJ � 1 ,ryCf 5 � \ 58 58Z SF. 5711 N585 k j I 56Q ' SR 5 \ / f 20' 57 +57 -� LID 58 58j (5RO w �/�'W I I I I I I F 1'� SERGE' �OC�4T/� ,\ 50' B,� o Covere CE' �w l °I V r � w V zz:z180.27' PHASE 3 as w I PROPOSED SANCTUARY ' 4,900 S. F. T.M.86—((A))-20B \ 7 ' G FF=59.0 EXISTING CHURCH 2.183 ACRES \ HT= 35 7,780 S. F. ZONED: RA \ / FF=759.0 DB 763, PG 889 RELOCATE THE I m E . SlG�4 I I \ HT=27' EXISTING FH & 5 X �, I \ WATER METER ' HT=5 �' / TM 86—((A))-75 z ' \ _ I X,SSEMBL Y. `'' I E. R. RNEFF \ I EXCAVATING, INC. y' PG 568 w PHASE 1 x5-' covered stoop REMOI A MINIMUM OF ONE i / DB RA J0l T OF PIPE. THE 45' I PROP 20' WATERLINE ESMT FI ING MUST BE PLACED'r �f B 0 THE EXISTING :LATERAL ,r 552 45'BEND WM TAP. � s� \ W w 56 z� l I o� a` I 13 R I �o k WY < p9 I IQ I v \/ _ 'HEAD l L Q R ` 56 4 5,R ' o 0 o RE TRIPE PAR ING N PH SE � .. PAR A VA1111 — — — .r , `,, � E_W WATER LINE 45 BENDW 55 ; I U _ _ — rr 50 B.R.L. as \55 ^ — p Q w v Z Q �� 5 R I 0 WATERLINE ESMT oo \ cz INV z 752.92 ` N \ \I 753 ST 52\,- 754 37 755 �zl 755 754 7,57_• n.w I h \ a . ©oo I EX DI TOP-752.4 , � ,INV= y50.23 Q h h IPLACE EC-1 RIP -RAP AROUND THE PIPE PEDESTAL TELEPHONE N 8T05 42' W - 477° 19' \ \ \ ti�P�.:x Q I � I / IAND FIVE FEET DOWN THE CHANNEL. I L, r � 1 i J T M 86E-((1))- BILLY W. JONESI \ t• 108 DRIFTWOOD AVEOf7YT.M 86E—((1))-4 DB 884, PG 983 I AVRIL G. KALINICH, TR I ZONED: RP 106 DRIFTWOOD DRIVE I Ty 86E-((1))-2 \ I USE: RESIDENTIAL DB 941, PG 1214 MARY V. LONGERBEAM ZONED: RP VICTOR R. GORD DRIVE I 102 DRIFTWOOD DRIVE USE: RESIDENTIAL 1 DB04 D959,WPG01364VE DB 917, PG 1214 I T M 86E-((1))-1 (( ))_ ZONED: RP I JERRY N. MCDONALD I T.M 86E- 1 66A JEN/ COMPANY USE: REZONESIDENTIAL WOODSIDE ESTATES I USE- RESIDENTIAL 1 OB00 D856, PG 15RIFTWOOD 80 DRIVE I I I ZONED: RP DB 831, PG 1214 I I USE.- RESIDENTIAL USE ZGREEN S PACE EX. DRAINAGE ESM'T DB 831 PG 1237 wnnnQ1DE ESTATES SECTION 1 CD O C �y o V) � � �1 C O U O� Q L C � cl .5, a o a) Nrt =3 J �� Z Q) O V) c O em f 9 ,,. 2 c u Z U �z Z LU Q w Q W' Lu LQ O f J ' I I I DATE: FEB. 21, 2005 I I SCALE: 1"=20' I FILE NO. 0103 I I I I I I I • ,C.S.A. CON5T1 UC11ON N01 5 6E NW N01�5 �E0210N ANn 5PWIMLN1' GONTZN01 5 --- 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION 1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum 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. IN A PUBLIC RIGHT OF WAY. 2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST A PUBLIC RIGHT OF WAY. standards and specifications of the Virginia Erasion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations. ' °,¢ 4 a U U 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR BE ADHERED TO WHEN WORKING IN 3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE 2. The contractor will install the construction entrance and primary erosion and sediment- controls prior as shown on the site , a ►� INSPECTION BY, THE AUTHORITY. PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING ANDa Ian prior to or as a first step in clearing. p p p >�ao 3: EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE LEAVING THE SITE. the contractor will install permanent seeding to diisturbed areas. 3. Within seven days of reaching final grade, p g ° a a- °O WITH HE AUTHORITY'S INSPECTOR. TO,4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS 4. THE SANI ATION AUTHORITY'S MAINTENANCE DEPARTMENT IS AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE 4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and �� ► " � o RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED TO ORIGINAL CONDITIONS. one week prior to the final inspection. S b : ,, o r; CD cv FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER YOKE BAR; 2 THE FRAME SAND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; )' 5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 5. The contractor is responsible for installation of qDy additional erosion control measures necessary to prevent erosion and determined b the Ian I� a, ag �"'�- a •P, w w I r- C' 3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION sedimentation as approving authority. y P PP g y o u7 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR cn (0 Ln BE BETWEEN 18 AND 21 INCHES ; AND 4) ALL COMPONENTS OF THE OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE 6. A copy of the approve erosion and sediment control plan will be maintained on the site at all times. , 4 �_ METER .BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE 6. d 0 w o DEVELOPER'S / CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX OF THIS SITE. 7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times. -" ASSEMBLY INSTALLED CORRECTLY. 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND . , . CCo 5. FOR WATER AND SEWER SERVICES THAT CONNECT ON EXISTING TINE: DISTURBANCE PERMITS PRIOR TO CONSTRUCTION. 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE TAWS AND 8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any •. `� ,� f� .. �, c6 +� cn a. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED GUIDELINES SET FORTH BY OSHA AND VOSH. necessary repairs or cleanup to maintain the effectiveness of the erosion control devices will be made immediately. se ` ` �� :4 ,� ®� CD w c� WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR 9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540) Public Works � F- I SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND 9. The contractor will obtain a Land Disturbance Permit from the Department of prior to an work. p p y aLLJ a.`a6,; ® b. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4", AND EXISTING SITE CONDITIONS. 1" WATER SERVICES. c. FOR 1-1 2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE 10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY UTILITIES RE UIRED BY THIS SITE PLAN. HZC?5I0N AN12 5�nIWNi CONT ZOL- NAJ2AT1V� Ln THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR` IS TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. Pro•ect Des ri ion , A; ° a ` °' �► =� ULn THE AUTHORITY WILL INSTALL THE METER. d. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. THE OF 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95% DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698, The purpose of this project is for the construction of additional parking and the future site of a sanctuary, west of Double Church road and south of Rte 277, east of Stephens City in Frederick County, VA. t �, "Of LLJ 6, WHEN AN EXISTING , WATER MAIN IS TAPPED FOR INSTALLATION NEW LINE: AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER ,� �`� ;.4 C!) z A BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND Existing Site Conditions I•. CD a. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL THE TAP. SUPERSEDES THIS NOTE IF PROVIDED. The site currently is comprised of on existing parking lot and church. The areas planned for development is lawn and an b. THE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPLICATION FOR THE 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY existing stormwater management pond that will be relocated. TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINS); (3) MARK THE LOCATION PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN `ON THIS PLAN ARE VICINITY MAP OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. Adjacent Properties 1 �- 2000' 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR BY CORE DRILLING THE MANHOLE. REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND The adjacent properties are residential subdivisions, open space, and residences. 8: ANY WATER SERVICE LINE MUST .HAVE A DOUBLE CHECK VALVE OR SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND Erosion Control Measures ASSEMBLY SHALL MEET ASSE STANDARD NO. 1015 OR 1013. A REMOTE COORDINATE THE WORK WITH PUBLIC WORKS. READOUT IS REQUIRED. 15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE. -Install diversion dike 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF -Install the sediment trap BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW BACKFLOW EACH WORK DAY. -Clear and grade site PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE -Install culvert inlet and outlet protection STANDARD NO. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. CONSTRUCTION PROCESS. -Clean and provide regular maintenance sediment trap 17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO -Install permanent seeding EXCAVATION WITH EASEMENTS. 18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT Permanent Stabilization Vt�Ot' G�N12AL N01�5 WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction V1. ALL WORKON THIS PROJECT SHALL CONFORM TO THE LATEST HM MAR5FiN,[, GrNE PM NOM5 process, including the stormwater management pond. EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND 1 AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE Maintenance Program SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR • WHERE CURBING MUST BE PAINTED YELLOW. 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged LOCAL REGULATIONS APPLICABLE. IN THE EVENT CONFLICT BETWEEN ANY rainfall. Damaged and or deficient areas will be repaired or improved immediately. OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT 2. "NO PARKING - FIRE LANE" SIGNS WILL BE PLACED ON THE SITE SHALL GOVERN. V2. All CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT AT THE FIRE MARSHALL S DISCRETION. 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. N p OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH Additional measures will be installed immediately where deficiencies are found. RULES &REGULATIONS. 3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION AS DETERMINED BY THE FIRE MARSHALL. 3. Sediment be one half of the wet storage for traps.ry = U VS. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, will removed when sediment volume reaches approximately U WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH � ifs . � THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN TRIG' GE�NrPATnON ELEA 51"0IZMWATF_12 A ANA6rME�N-r ANAY515 Pk0JF_C'r L?A"rA CON1'AC r NU IZ5 ® woo ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) � ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. RELATING TO CONSTRUCTION OR TO REGULATION, INFORMATION HAS BEEN DERIVED FROM THE TRIP GENERATION DATA PUBLISHED BY I.T.E. 6th EDITION. EXISTING SITE CONDITIONS VALLEY BIBLE CHURCH: CO � .� =)1�6U V4. DESIGN FEATURES AREA OF SITE: 2.183 ACRES PASTOR CALVIN LOWDER (540) 869-7659 0 a� CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS THIS SITE CURRENTLY HAS A CHURCH AND PARKING LOT ON IT; HOWEVER, THIS DEVELOPMENT WAS ACCOMPLISHED IN ENGINEERING FIRM: W DEEMED NECESSARY BY VDOT. 1992-1993. A STORMWATER MANAGEMENT POND WAS DESIGNED AT THAT TIME AND INSTALLED. THEREFORE THE CURRENT CURRENT ZONING: RA V5,. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE THE DEVELOPMENT FALLS UNDER THE CHURCH (540) CONDITIONS CAN NOT BE CONSIDERED "GRAN AND THE STORMWATER DESIGN FOR THESE PROPOSED IMPROVEMENTS PROPOSED ZONING: RA ARTZ ac ASSOCIATES, PLC (540) 667-3233 r FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY SECTION OF THE ANALYSIS. MUST CONSIDER THE NATURAL CONDITIONS PRIOR TO 1992 AS THE GOAL FOR REDUCING THE RUNOFF CREATED BY DEVELOPMENT. CURRENT USE: PROPOSED USE: CHURCH CHURCH ZONING ENFORCEMENT: u7 � WORK ON VDOT RIGHT OF WAY. DEPARTMENT OF PLANNING (540) 665-5651 � V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A CHURCH OF AN EXPECTED SIZE OF 12,000 SF WILL PREDEVELOPMENT RUNOFF RATES BUILDING HEIGHT ALLOWED: 35 MAX. SITE INSPECTIONS: PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE PRODUCE AN AVERAGE OF 525 TRIPS ON SUNDAY AREA OF SITE = 2.183 ACRES C-FACTOR = 0.30 BUILDING HEIGHT PROPOSED: 35' DEPARTMENT OF INSPECTIONS (540) 665-5650 ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, WITH A PEAK FLOW IN THE MORNING OF 110 TRIPS TWO YEAR RUNOFF Q = 3.46 CFS EROSION AND SEDIMENT CONTROL: VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO PER HOUR. TEN YEAR RUNOFF Q = 4.45 CFS DEPARTMENT OF PUBLIC WORKS (540) 665-5643 INITIATION OF WORK. HUNDRED YEAR RUNOFF Q = 6.06 CFS SANITARY SEWER AND WATER: V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN BUILDING SETBACK REQUIREMENTS CITY OF WINCHESTER (540) 667-1815 WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. FRONT: 60' TELEPHONE: VERIZON (301) 954-6282 VDOT WILL. ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. LEFT: 50' ELECTRIC: ALLEGHENY POWER (800) 654-3317 V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROPOSED SITE CONDITIONS RIGHT: 50' GAS-_• SHENANDOAH GAS COMPANY (540) 869-1 1 11 ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH REAR: 50' MISS UTILITY: 1-800-257-7777 CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN THE SITE HAS PLANS TO DEVELOP ADDITIONAL PARKING AND BUILDING ADDITION. THE SITE HAS A DRAINAGE DIVIDE THAT SENDS ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, WATER TO THE EAST AND WATER TO THE SOUTH. THE WATER TO THE EAST DRAINS TO THE DITCHES AND STORM STRUCTURES AT BUILDING SETBACKS PROPOSED , SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED SOUTH WILL BE REDUCED BY DOUBLE CHURCH ROAD. THIS RUNOFF WILL FLOW UNRESTRICTED; THEREFORE, THE RUNOFF TO THE. FRONT: 180.2 ' BY THIS. PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. AN AMOUNT TO BRING THE OVERALL POST-DEVELOPMENT RUNOFF TO THE PREDEVELOPED RUNOFF RATES. LEFT: RIGHT: 32 32.8686' (EX. CHURCH) PROJECT: POST -DEVELOPED RUNOFF RATES REAR: 93.66' EASTERN RUNOFF UNRESTRICTED SOUTHERN RUNOFF UNRESTRICTED1 I a C H U'Nu SURVEY NOTES J AREA OF SITE = 0.938 ACRES C-FACTOR = 0.57 AREA OF SITE = 1.245 ACRES C-FACTOR = 0.72 PARKING CALCULATIONS CHURCH - SEATING FOR 300 1 PER 3 SEATS 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED 8Y A TWO YEAR RUNOFF 0 = 2.83 CFS TWO YEAR RUNOFF Q = 4.74 CFS REQUIRED 0 SPACES FIELD RUN SURVEY PERFORMED BY OTHERS. TEN YEAR RUNOFF Q = 3.63 CFS TEN YEAR RUNOFF 0 = 6.09 CFS PROPOSED 2 HUNDRED YEAR RUNOFF Q = 4.94 CFS HUNDRED YEAR RUNOFF Q = 8.29 CFS ADA SPACES REQUIRED 5 �`'a' SITE INFORMATION: SOUTHERN RUNOFF ROUTED THROUGH POND ADA SPACES PROPOSED 5 , ADDRESS: 578 DOUBLE CHURCH ROAD � 2. THE PROJECT BENCHMARK IS THE EXISTING FINISH FLOOR OF 759.00' STEPHENS CITY, VA 22655 E TWO YEAR RUNOFF Q = 0.37 CFS TEN YEAR RUNOFF Q 0.41 CFS LANDSCAPING CALCULATIONS ��'° �� (540) 869-7659 RECEIVE = ��® o HUNDRED YEAR RUNOFF Q = 0.93 CFS LANDSCAPING IS NOT REQUIRED IN RA ZONING °TM �� #86 - ((A)) - 20B SEP 2 s 0 ® 2001 ZONED: RA 6 � COMBINED POST -DEVELOPED RUNOFF RATES TWO YEAR RUNOFF 0 = 3.20 CFS DEED BOOK 763, PG 889 "PT,OFPLANNING/DEVELOP 'EW- � l.�G�Nt� TEN YEAR RUNOFF 0 = 4.04 CFS CIL HUNDRED YEAR RUNOFF 0 = 5.87 CFS � EXISTING CONTOUR LINE SEAL AND SIGNATURE FREDERICK COUNTY PUBLIC' WORKS APPROVAL ---------- � .a', BUILDING RESTRICTION LINE POND DESIGN �LTH OF EXISTING FENCE oe'�� I'ipc THE STORMWATER DETENTION POND'S OUTLET IS A 4" HOLE IN A 24" CMP STANDPIPE WELDED TO A STEEL BASE. THIS -T-N-- saw--., - _.hN=•- EXISTING SANITARY SEWER LINE STANDPIPE WILL USE A 12" CMP FOR DRAINAGE. THE ONE HUNDRED YEAR STORM DESIGN ASSUMES THE 4" HOLE WILL BE o� ? DIRECTOR DATE o EXISTING WATERLINE OBSTRUCTED AND THE WATER WILL FLOW INTO THE STANDPIPE FROM THE TOP. THE POND WILL HOLD THE WATER AS IT DRAINS v MICHAEL M. ARTZ; N IN AND AVOID FLOODING ONTO THE NEIGHBORING RESIDENTIAL PROPERTIES. No. 1951 W w� PROPOSED CONTOUR LINE N FREDERICK COUNTY ZONING APPROVAL ® - - PROPERTY LINE lq�Q � • 5`R PROPOSED RADIUS IN PARKING LOT suRv��o� CHECKED BY: MMA + 55� PROPOSED SPOT GRADE TI -ESE PLANS ARE IN CONFORMANCE WITH COUNTY `( a OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIAFION ZONING ADMINISTRATOR DATE AUGUST 6, 2001 OR CHANGE IN THESE P[,ANS SHALL BE APPROVED BY FILE # E231 THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. THIS SITE PLAN IS VALID FOR (5) FIVE YEARS FROM THIS DATE OF APPROVAL SHEET 1 OF 3 a 1 r T.M 86E-((1))-66A r JENI COMPANY \ ! WOOD51DE ESTATES DB 831, PG 1214 ZONED: RP USE: GR aN N r 0 N C) 2 PLACE BERM INSIDE PROPERTY LINE IN ORDER TO DIVERT OFF -SITE RUNOFF FROM THE FOND. THIS WILL ACT AS A BANK FOR THE POND. CONTRACTOR MUST INSTALL A DITCH AS NECESSARY FOR POSITIVE DRAINAGE AROUND THE BERM. j J- APPROXIMATE LOCATION OF A 2" SANITARY FORCE MAIN. - CONTRACTOR MUST DIG TEST PITS TO DETERMINE THE EXACT LOCATION AND DEPTH. THE CONTRACTOR WILL PLACE THE LINE AT LEAST 36" BELOW ALL PROPOSED GRADES. T.M 86-((A))-20A RANDALL R. RITENOUR 548 DOUBLE CHURCH ROAD DB 642, PG 325 ZONED: RA USE: RESIDENTIAL I I N i I I �- � 7gr�4, i ;, 57' E _ of _ 20' 40• eon I 446, OS' ol_ _ 8 58 z -� ,_ pF pRpkIMq TF sER C pc V/Ce qp N -A u' 0 1 A ':I- Q 56, Q 53 u 562 55Q _ 5 L, 55 1 -- a, �+ , r _ - u 4; CD z P fS 00 b� CC) N z ! �i W I rl LLJ I O • � W O c~n (�C) Lc) U z z w "' N x Qo I }- o 00 5 L rr > �4 ;% n m L_d..! 4-4 z f--- ! c.KD W zOo T N z w L_1J w �- � � z w j SV �o oLniOf co CV cl:� =cVW uj Z ojof 0 wwU0 m C- ) (DwOf w C] r- z ZD OLli a— O r (PLACE EC-1 RIP -RAP AROUND THE N 97-05'42" W^ -- 477.19' ,k # (PIPE AND FIVE FEET DOWN THE I CHANNEL I I` T.M 86E-(( )) 1 -5 BILLY W. JONES JR 108 DRIFTWOOD DRIVE I T.M 86E-((1))-4 ' I DB 884, PG 983 j AVRIL G. KALINICH', ZONED: RP 106 DRIFTWOOD DRIVE T.M 86E-((1))-3 I T.M 86E-((1))-2 USE: RESIDENTIAL DB 941, PG 1214 MARY V. LONGERBEAM ZONED: RP VICTOR R. GORDEUK I 102 DRIFTWOOD DRIVE USE: RESIDENTIAL 104 DRIFTWOOD DRIVE ` I T.M 86E-((1))-1 «° DB 959, PG 1364 DB 917, PG 12141J f r T.M 86E-((1))-66A c ZONED: RP I ZONED: RP j ��' JERRY N. MCDONALDJENI a� I USE: RESIDENTIAL 11 USE: RESIDENTIAL"� ! 100 DRIFTWOOD DRIVE '� WOODSIDE ESTATES I I E I DB 856, PG 1580 d E ZONED: RP "' DB 831, PG 1214 I ► Z o I I \ USE: RESIDENTIAL USE: Z�REDEN SPACE : RPO v I WOODSIDE ESTATES SECTION 1 I I I 0 0 i a N I o CNECKE-.D BY: MMA I I I AUGUST 15, 2001 I I SCALE 1 -= 20 - I I I SHEET 2 OE 3 I THE STRUCTURE IS A PIECE OF 24" CMP THAT IS 18" TALL. INSTALL A COLLAR 758 FOR THE 12" CMP OUTLET PIPE AND CUT A 4" DIAMETER INLET HOLE ON. THE z OPPOSITE SIDE. WELD THIS STANDPIPE ONTO A 3'X3' PIECE OF J" OR THICKER 757 E PIECE OF STEEL TO PREVENT FLOATING. STRUCTUR SHOULD BE PRIMED AND -- - -- a PAINTED GREEN: LEAVE THE {__ TOP OPEN. E �o ct 00 756! ., ... o _ o> 755 -�� 2" OF SM-2Acr- 100 -- 754.13 w THE 4 HOLE PLUGGED UP / :� �� -'�..�~� �zr:;. 8 OF 21 B COMPACTED • � QD L 754 TOP=754.0 ' � =1� ;' TO 95% STANDARD vv ''``• .ems , y':: � U -' }- N X -- ,v.ySrr7.. r• y-;;r't'?f..r►c7.-*r!: x"r :.}l..Ji-�l"ir-vv� 4•� PROCTOR DENSITY O v W CD 753 16' OF 12" CM © 1% SOIL COMPACTED z V00 n cn I N VER T- 75 2. 5' TO 95% STANDARD o- N r, I 752 Z PROCTOR DENSITY o z � w �j J O �_ 751 Q o PAVEMENT SECTION ( �+ Lc)C ZZLli cn ^. CD750 _ w .b CD L� J STORMWATER POND STRUCTRE DETAIL 4_� w ~ Sy Ul z d w TEMPORARY SEDIMENT NT TRAP ORIGINAL GROUND ELEV. « SEE PLATE 3.13-1 67 CU. YD./ACRE M 67 CU. YD./ACRE — (EXCAVATED) 4' MAX 1' VARIABLE« VARIABLE 1.0' VARIABLE « FILTER CLOTH ORIGINAL GROUND ELEV. COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP COARSE AGGREGATE EXCAVATED AREA SOURCE: VA. DSWC LENGTH (IN FEET) = 6 X DRAINAGE AREA (IN AC.) FILTER CLOTH *COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) DIVERSION DIKE DIVERSIONS ..... owwa 1011 Al TYPICAL PARABOLIC DIVERSION 4 ~ ow•wr ......A. TYPICAL TRAPEZOIDAL DIVERSION toz Mffnamr "'� I TYPICAL VEE-SHAPED DIVERSION PLATE. 3.13-2 Source: Va. DSWC Plate 3.12-1 NOTE: 1. HANDICAP PARKING SPACES CANNOT EXCEED A 2 % CROSS SLOPE. 2. HANDICAP RAMP SHOULD BE BUILT TO VDOT CG-12 STANDARDS, IF APPLICABLE. 3. STRIPING IS TO BE 3' WIDE WITH TWO COATS OF TRAFFIC LANE WHITE. 4. HANDICAP SIGNS SHOULD SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. 12" PMMG ONLY VAN ACCESSIBLE Nam: 1. HANDICAP SIGNS MUST BE POSTED AT ALL SPACES PER THE SITE PLAN. 2. SIGNS MUST MEET OR EXCEED LOCAL REQUIREMENTS. 3. SIGNS SHOULD BE BLUE WITH WHITE SYMBOLS, BORDER, AND LETTERING. 4. SIGNS MUST BE BOLTED TO A 3' DIAMETER METAL POLE. 5. THE POLE SHOULD HAVE THREE COATS OF WHITE ENAMEL AND SET IN AN 8' DIAMETER HOLE AT LEAST 18' DEEP AND FILL WITH CONCRETE. r67. `D HANDICAP SIGN (NOT TO SCALE) S v � z s� o v ¢Y oL� J CV CC =NW CD CD uj � V>U- ZR O LiJ U 0 f— \\ \ �1 m z� O LJ Of `\ —1 Lo�Z C O 41 c 0 E E z 0 O U W c� ck-1 ` c 0 a� 6 (V W r�i f— N Q d CHECKED BY: MMA AUGUST 15, 2001 `�,CALE 1" = 20' SHEET 3 OF- .3