Loading...
HomeMy WebLinkAbout19-02 Macedonia United Methodist Church - Shawnee - Backfiler i 00 0 0 Q L0 0 0 N O 0 N 00 ,r 0 0 v� U N N N N O it GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP 0 Z herein to the Vl. All work on this project shall conform to the latest editions of the Virginia Department of ""' "= 2000' 1. improvements shall conform current Methods and materials used in the construction of the im P Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR `- -- ,.. _ _ - -- ~- `- �. SCALE 1 cr County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR -350 LAKEVIEW JI� � W 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. E5TATES must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR 40 W relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EXISTING EDGE OF PAVEMENT -- --- EX En-'-- --- Z Control Handbook. Health Administration and VOSH Rules and Regulations. PROPOSED EDGE OF PAVEMENT PROP, a CJ T AKELAND 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EXISTING CURB AND GUTTER -=- FX l $6, --- -- _ _- _-- -__ - - MANOR (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all 4. Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is PP P g P y traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER PROP C&GUJ MACEDONIA N required under State law. V4. The developer be for his including C6-6 7 G6_6 _ - == b�� a aCFpp�� AGRE9 Rte 6 4 %'� CD 00 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held shall responsible relocating, at expense, any and all utilities, TRANSITION FROM CG-6 TO CG-6R - -- - --- -==`= == =` -==== = = ERI C q HURCH cat d' with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE _ _ Rte 642 ROgp Rt 756 a 0 1 CO (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT approval of these plans does not ' C°62 CO responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to p p g g p y j P relieve the developer of this responsibility. PROPOSED TELEPHONE LINE ►� Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EXISTING STORM SEVER - Ex, 151, R P -"°=r;� _------ =-_--= - FREDERI TOUNE 4! �� 7 Z ~ ~ > o d' cQ V5. Design features relating to field construction, regulations, and control or safety of traffic may `-`-- _� - AL51N 00P x t\1 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15" RGP VILLAGE 0 ��4 w �, Q) o t` representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER � o p 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER p,`n Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION 1� E \� 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE --- - -- ----�'---- ------ -- embankment. and held by the engineer and/or developer with the attendance of the contractor, various County 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE SITE LOCP,TiON MACEDONIA CHURCH RD. ., � a) o Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS ------- - - STREET ADDRESS 1965 MACEDONIA CHURCH RD. '� for actual determination of required pavement thickness prior to placement. All final pavement and base "Pavement any undetermined length of time. VDOT will also require 48 hours notice for any inspection. WHITE POST, VA 22663 Q) course thicknesses shall be designed in accordance with VDOT's Design Guide for Subdivision and V9. The contractor will be responsible for maintaining adequate access to the project from the PROPOSED GAS LINE PARCEL IDENTIFICATION_ NO. TM 76-((A))-32 w Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true � support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE LOT AREA PARCEL 32 (CHURCH): 6.9083 AC. accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, DISTURBED 2.75 AC. and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE -.- --- --�- -----� ---- ..•�- .AREA Developer shall have, within the limits of the project, an employee certified by the Department of CURRENT ZONiNG RA 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation FENCEI.INE _ _ '�-----�`- - { - v r-- -- CURRENT USE CHURCH, RESIDENCE on the plans and as required at the field inspection. P q P control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. PROPOSED USE CHURCH, RESIDENCE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall EXISTING TELEPHONE POLE {�� , BUILDING HEIGHT: MAXIMUM = 35 PROP. PHASE I = 25 PROP. PHASE II = 25 be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. EXISTING WATERLINE W/ TEE �° NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM SIGNS: 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK one litter receptacle shall be provided at the construction site. V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE °T1 COUNTY ZONING ORDINANCE AND A SIGN PERMIT MUST BE 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. OBTAINED FROM THE FREDERICK COUNTY INSPECTIONS DEPARTMENT entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING FIRE HYDRANT OUTDOOR LIGHTING: NONE PROPOSED PER THIS PLAN. ALL OUTDOOR LIGHTING WILL whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V12. Any unusual subsurface conditions encountered during the course of construction shall be BE FURNISHED AND INSTALLED BY OWNERS, ALL OUTDOOR LIGHTING at all times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE TO BE SHIELDED TO PREVENT ILLUMINATION OF ADJACENT PROPERTIES. condition until an adequate design can be determined by the engineer and approved by VDOT. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED WATER METER ® BUILDING SETBACKS: REQUIRED: FRONT: 60' PROPOSED: FRONT: 467' SIDE: 50' SIDE: 117.2', 169.9 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER REAR: 50' REAR: 153' sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER OUTDOOR STORAGE: NONE PROPOSED. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a which will be accepted by VDOT and that testing shall be conducted STOP SIGN -�s- p DUM, STER: NONE PROPOSED. standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. project according to all applicable VDOT standards. HANDICAP RAMP (CG-12) f� - 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the All roadway fill, base, subsurface material and badens of utility/storm sewer trenches shall DENOTES LOCATION OF STD VDOT �~ contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed to The inform the engineer of any conflicts arising from his existing co compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method o WjgjgD/Og ,(URISDICTA STAND RAMP C NSTRUCTI PARKING CALCULATIONS � prior construction. contractor shall A, within plus or minus 2% of optimum moisture for the full width of any dedicated street REQUIRED: 1 SPACE FOR EACH 3 SEATS Z utility verification and the proposed construction. right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL -PARKING 12 SPACES PROPOSED SEATS: 290 / 3 = 97 SPACES REQ. � 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. TEST PIT LOCATION TOTAL SPACES PROVIDED: 120 HANDICAP PARKING = E- � U 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and REQUIRED: 101 - 150 = 5 SPACES E--, U must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site further where determined necessary by VDOT Inspector. IANDICAP � HANDICAP SPACES PROVIDED: 6 W W ^ � �' PARTING �' development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. x 04 a (2)Z 19. The developer will be responsible for the relocation of any utilities which is required as a result of his VEHICLES PER DAY COUNT 100 0 O project. The relocation should be done prior to construction. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE 4. ® W 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account W W U in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The ENVIRONMENTAL FEATURES O engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT -� ' a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on EXISTING PROPOSED PERCENT 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact PROPOSED STREET NAME SIGN -}- FEATURE ACREAGE DISTURBED ACREAGE DISTURBED U) W at 540 662-4185 immediate) of an discrepancies between actual field conditions and the approved plan. ( ) Y Y P PP P the local VDOT Residency Office with any questions regarding sign material and placement. FLOODPLAINS 0 0 0 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to PROPOSED SANITARY LATERAL CI,EANOUT LAKES & PONDS 0 0 0 Q W proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIIR 12 WETLANDS OVER 1AC 0 0 0 professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices NATURAL S.W. 0 0 0 44 geotechnical report has been prepared, it should supersede the requirements in this note. may be obscured. DETENTION AREAS V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical STORM DRAIN STRUCTURE IDENTIFIER 6 STEEP SLOPES 0 0 0 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and OVER 25% or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE -- - -- - - of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to WOODLANDS 0 0 0 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE - - present during the construction and testing of the density control strip. EXISTING SPOT ELEVATION 12.0 TRIP GENERATION DATA V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 1153 CLASS USE BUILDING AREA TRIP RATE WEEKDAY TRIP RATE SUNDAY TPD specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the control strip. �r 560 (p. 901) CHURCH 9 600 S.F. 9.11 '103 dnldAa�dIJNINP!t�lddQ' d3�r 88 V21. Approval of these plans shall expire three (3) years from the date of the approval letter. EXISTING TREE �' 15' OAK 15' TINE 36.63 352 Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE r.._k&t `rr, 150 OAK 15" PINE 7 onv Winchester, VA. 22604 Winchester, VA 22604 A I B 0 FCSA CONSTRUCTION NOTES (540) 868-1061 (540) 869-1111 Power: Allegheny Power Phone: Verizon BATE REVISION �r SEAL /'r rP U ®I ER SHEET P.O. Box 1458 Hagerstown, MD 21741 P.O. Box 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. , MD Baltimore, MD 21297 li 1-600-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 4 30/01 PUBLIC WORKS COMMENTS Project Name: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. MACEDONIA CHUR%1CH 6 18 02 V.D.O.T. COMMENTS 6/18/02 FRED. CO. PLANNNING COMMENTS 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF H OF MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME I 8/5/02 C.S.A. COMMENTS Owner: Address, Including Zip Code & Telephone No. AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO O FIRE MARSHAL'S NOTE BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE MACEDONIA UNITED METHODIST CHURCH 1941 MACEDONIA CHURCH ROAD & MACEDONIA CEMETERY ASSOCIATION BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN U MARK D. SMITH 9 WHITE POST, VA 22663 PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. ,,d NO.022837 (540) 869-4874 Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: '� prl�s Developer: P Address, Including Zip Code &Telephone No. by field inspection at the direction of the Fire Marshall's Office. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING 101VAL SAME AS OWNER ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEX FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. STATIC PRESSURE = STATIC PRESSURE = C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. COVER SHEET 1 151 WINDY HILL LANE RESIDUAL PRESSURE = RESIDUAL PRESSURE _ THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. SITE PLAN 2 GREENWAY ENGINEERING WINCHESTER, VA 22602 AVAILABLE FLOW = AVAILABLE FLOW = GRADING PLAN 3 (540) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: EROSION CONTROL PLAN 4 I I'-L DATE: APRIL 2002 SOURCE: SOURCE: A. THE AUTHORITY SHALL. FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. EROSION CONTROL NARRATIVE & DETAILS 5 PROFESSIONAL SEAL &SIGNATURE B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE DETAIL SHEET 6 APPROVAL ° �'" DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS THESE PLANS ARE IN CONFORMANCE WITH kPPI-ED COMPLETED. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE7. IN THESE PLANS SHALL BE APPROVED BY a7), PAS; ° ��`SCALE: ��'` aZ N/A DESIGNED BY: HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE DLF Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB NO. 2722 • SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. ; SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 6 TYPICAL HANDICAPPED PARK INCB SPAGES DETAIL C/A,N;�ER SEGT I ON TNO Lu 2 z 0) 740 �D- -- - --- 11-1- --- - N-- < 0) < ID TYP .. . .... X > > ui - - - - - - . .... . z 18, ZoNtv. RP U5E- F;it!5 100, .... ..... .. -76E3 - I - \% "ZONEE 1-2-150A USES, I 5' 8' 8' 5' 8' 8' 8' 8' CANTER ESTATES .. .... COMMON AREA /2 .. . ........ ------------ - ------ -2. -17- XhZE3. 7�55 I Q TAF w w -L— " - 7 - W/ 1w ANQ>-\,/AC\/E 13r F 7' 'IN Z LS I& A 31A tN MACEDONIA "CEMETERY 'A -76 -7q' P6. I D.B. 5 �o ZONED: RA USE: CEMETERY cl) CIDF. a ca > 6� m *Nm m < � v Z" CL -110, 21 % rn 4 ------- NO r 3 P - --------ti - 450 BEND X I 1 FE 11 ya x7l A V V 4q N-,I( SA1,4 .0 - " '- " 1�, > - -�A "v JENI dOMPANY :)l �!, &T S D.B. 86)o P&,5::�O cl) ZONED: RA'. N, USE. VAGANT "o 0lS DITGH AS REQUIRED vf- N, 0 OL X —0 Oq4 -15" NOTE: AT TIME OF WHIT OAK ROAD EXTENSION N- THE TEMFROARY AGGESS ROAD AND ENTRANGE TO BE GLOSED /�,ND A NEW ENTRANGE AND AGGESS ROAD TO BE GON5TRUGTED AT FUTURE ROAD LOGATION. AT TIME OF: RELOGATION, A V.D.O.T. ENTRANGE PLAN AND PERMIT WILL BE N 53 2'4511 REQUIRED. A-- .261 N 28056'5611 E CT, am.-W — - 11 L28' 41 C). cl 7, . `` R` �% 0 6-7-, A=/ cl ly c1m), ,y� A - 31 Id SHOEMAKER CONSTRUCTION 2;- 110 ZONED: RP ZONERESPUSE.- VACANT IOCI U5E:. .. ........ 5 2505255" VN4 ell .... ... . . .. ... A, 32 'MACEDONrA UNITED METAOD15T CHURCH -p ZONED; RA USE: CHURCH \p 76 - A - ((1)) -3 0 N/F5TONESIFER D-5- 884 P6. 1371 7- ZONED: RP USE: RE51DENTIAL (T) rl) (v N/F M06LE 4' D.B. 325 P i 41 ZONED: RIP USE: RE51DENTI, 22' ,A4/v tx /b V 'Jo 441 0 K '_1 0 0 4 n / 5/411 J, K` 5 POP. F . J OF. n( grog i IN. 0(,3. CIO uj uiC\2 0 CD Lo 00 C\2 c\2 1-4 a� Q) .5 N co �oC\2 CD to a) 't C\2 LO c\j ui >% Q) V- U 0 H 1 Lo Q) Lo E— rl) ul Q) 0 Q) W E--1 — Q) (N -,t Iz '6 4- do x, IV L wf If I 31, X JW C40 IN, JI N , Ir x I LANDSGAPE 5GHEDULE: P, F MARK VA 'K D. SM1 I H ,t N .022837 P� 1�5- - DATE: Apri12002 ,EY OTY. COMMON NAME SIZE (MIN.) 5PAGIN& GONT. SCALE: 1"=40' 6 RED, MAPLE Z" GAL. AS SHOWN B$ E3 DESIGNED BY: DLF 0 54 COMPACT BURNINGBUSH 36" HEIGHT 51 O.G. GONT. FILE NO. 2722 SHEET 2 OF- 6 00 IN, �4; ............. 10 08 Rk 'N. 0 cp 0 > ti x cl� V q� I/ /4a CP o CP rk do \e's .. . ....... 0 LLI uj LLI C\2 0 ca CV ro C\2 Lo C\2 Lo C\2 LU UJ 0 LO A. U Q) 0 Q r� Q) z LLJ Z z 0 U) > w ks) � Z z Z < CL � Z 10 CD C� > Ci LL- to kj U-' C) U'-/- U6/4K D. SMITH No, 022837 0 C\ IONAL DATE: March 2002 SCALE: I"=20' DESIGNED BY: dIf FILE NO. 2722 SHEET 3 OF .. a Q N M O_ N 0 0 N 0 » 0 I N N N N O �k cn C (Q d z W W z_ 0 z W L U 7 L U �a 0 a� U •cV C I N N N a� 0 EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 GE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O �� SILT FENCE 3.12 DD DIVERSION DIKE — — — LIMITS OF CLEARING d GRADING 5.15 Sr SEDIMENT TRAP DRAINAGE DIVIDE 3.12 GD ' ' ROCK CHECK DAM 3.0-7 IP ® INLET PROTECTION 5.18 O ® OUTLET PROTECTION 3.05 CULVERT OUTLET PROTECTION 3.32 ,,-,8'- ® PERMANENT SEEDING Z W W m CD Wcv O to 00 Q) 0 N co Lo rn Z x i 't LoCv Wcn U 0 ,Lo N� ij N d � Hw r~ � ai 0rr z w i z z O Lu o ° o z z w W 0) z Q ao�CL v v v Q Q CC)o a>°L� A 5/U vv�"/ U MARK D. SMITH 9 No.022837 SIGNAL U a � o � � o _ u� > 0 � E- u zE o �, W W � o V Q w a N� W DATE: APRIL— 2002 SCALE: I" = 30' DESIGNED BY: DLF FILE NO. 2722 SHEET 04 OF 06 1 I T s•zo-' TABLE 3.31-B TEMPO RAR _Y SEDIMENT TRAP SILT F F'NrLT C AIL I�ER T INLET � � I STONE .� �i -i f r� j � T r, T /m j� / r �j ROCK �Ali�� S TON rO V k) i 1L 4 A - A � 1 y l! b131� �� ! I D T JET ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS Pl'� O T FCTl O � .��. I I 1' VARIABLE I 2 ACRES OR LESS SS OF DRAINACE AREA: 'QUICK REFERENCE FOR ALL REGI❑NS' I i 70' MIN. I EXISTING �- FNDWALL PAVEMENT ORIGINAL VAPIA13LE a A I 3' I ,GROUND I I A I \ r 5:1 ; ; i la ELEV.AM - - - - -I\MOUNTABLE BERM I» _ q • j ' -- o rrlN. i , I I�atP 67 CU. YD./ACRE a VARIABLE I , FILTER CLOTH i A (OPTIONAL) I Planting Dates Species (Ibs,/acre) TOE OF FILL *�" I v � � ` I CULVERT S 1% E E L F_ Y A T 10 I y FILTER CLOTH LLB � EXISTING GROUND i I I (OPTIONAL) --�� +I st cu. YD./ACRE ` ,j , ° I I I 0 L I Sept, 1 - Feb, 15 50/50 Mix of 4' MAX. I I I (EXCAVATED) * I I 70' MIN. e� I /DOfI`NSTREA'� VEh;Fj ' Annual Ryegrass R X1 I I 1�u . / I I CLolium&multi-florum) 50 - 100 FILTER CLOTH ORIGINAL GROUND I � � � .� � � i ELEV. �J CID `I B cuo nv __W.I.N.! ! ('n P AG`GD �GATL� I 1 I oI a- i s� ,'may .ti 11 3(� _ vO�T SE1 I (Se all cer ate) Rye 'SEE PLATE 3.13-1 COARSE AGGREGATE•• CLASS I RIPRAP I 1 Wr.11 i o •lol Ibi i .; 1 _-!Cll!'--� I " IIII _ V , 10' MI\No.` - 12' MIN. 11 1 1 i _ h- n i n �► ff -r •r I TOE OF FILL ?. N � EXISTING �?, I Feb, 16 - Apr, 30 Anual R e +a4s 6O - 100 CROSS StC 1 101�1 OF OUTLET _ o 0 PAVEMENT I - - - - - - - - `O q' '>7 +' I1 l i i r w;i I st.! I FLOC' ,� P Y 9 ! I <Lolllum mul •,I-f l +rum) In i I IE II I I I 1 ! T V ll i - - - - - - - - I - } ° -. ! e�a�-r �, i I CLASS I RIPRAP +I I SILT FENCE �{ - • LO DISTANCE IS 6' MINIMUM IF FLOW i z ! ! LENGTH IN FEET = 1 4 I TO'vlL4D EMBANK.4� T May 1 - Aug. 31 German Millet 50 1 I y g 6 x DRAINAGE AREA T h VDOT /{t I POST iVE DRAINAGE �• �! 10' MIN. I ( ) * 1 COURSE AGGREGATE. I TO SEDIMENT �• ' TPAPPING DEVICE I I (Setaria Itallca) (IN AC.) l- FLnw B I 1 �� \ II ! i I I 2- f 0 A CRC S O D RAiNAGE AR NA: ��` /��- 17.r I + MUST EXTEND FULL WIDTH �� i /DIVE^nSION ! OPERAHON PLAN VIEW OF INGRESS AND EGRESS � i I `�_ DIKE _ ` •.I 'D V. G7 __ iJTI Ol AL STONE 7 L �J 111f11J I11� 1 ION 7 I 12' MIN. i Seedin y 3" MIN. s T I ��� �� ������� 1.0' ! 7.5' I � 'i►.�� � G�-'I v y drill., 3 Seed shall be event applied with a broadcast seeder, 3" MIN FILTER CLOTH cuttipacker seeder or hydroseeder, Small grains shall be FILTER CLOTH (OPTIONAL) planted be planted with no less than deep. soli cover,rasses and legumes SECTION A -A > l 1 •• FLOW COARSE AGGREGATE \ / 2.5'Z (DOWNSTREAM VIEW) EXCAVATED / FILTER CLOTH �\ ' VDOT 1 LU TABLE 3,32-C AREA-----'� # SITE SPECIFIC PERMANENT SEEDING MIXTURES z O COARSE AGGREGATE FOR APPALACHIAN/MOUNTAIN AREA / "woT #3• �!3s7, {�s.56 ORs7 coARs�GGREGATE CLASS I RIPRAP O ** TO REPLACE SILT FENCE IN HORSESHOE " WHEN ~ FLOIf ?•� 3" COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 HIGH VELOCITY OF FLOW IS EXPECTED Total Lbs, v ID z z Minimum Care Lawn Per Acre OUTLET (PERSPECTIVE VIEW) W 0) zLU REINFORCED CONCRETE DRAIN SPACE SOURCE: ADAPTED from YDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 Q,' �L L11 J SOURCE: VA. DSWC PLATE. 3.13-2 Q/ T OL O Commercla( or Residential 200-250 lbs. O 0 v SECTION B-B - Kentucky 31 or Turf -Type Tall Fescue 90-100% v CLASS 1 RIPRAP - Improved Perennial Ryegrass )K 0-107 v SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Confml, and Va. DSWC Plate 3.02-1 - Kentucky Bluegrass 0-107 CONSTRUCTION OF A SILT FENCE High -Maintenance Lawn j LL (WITH WIRE S UPPOR T) PIPE' OUTLET CONDITIONS Minimum of three (3) up to five (5) varletles of W O O 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. A A bluegrass from approved list for use In Virginia, 125 tbs, EI TRENCH UPSLOPE ALONG THE LINE OF POSTS. General Slope (311 or less) EROSION AND SEDIMENT CONTROL N,4Ri��4Tl�E - Kentucky 31 Fescue 128 lbs. MAGEDONIA GHURGH � -T do - Red Top Grass 2 lbs. � do - Seasonal Nurse Crop-x)K 20 lbs. 0 ( I � PIPE OUTLET TO FLAT 150 lbs De5criptlon: This project proposes the construction of a new church building in the rear p AREA WITH NO DEFINED Low -Maintenance Slope (Steeper than 3:1) of the Macedonia Ghurch property. h 1, II � CHANNEL � MARK D. SMITH � l I �7 II J V �11 II PLAN VIEW - Kentucky 31 Fescue 108 tbs. Existing 51te conditlon5:The area to be disturbed under this plan i5 5P7 acres. � II - Red Top Grass 2 lbs. '� N0,022837 - Seasonal Nurse Crop-W)K 20 Ibs, Adjacent area5Thi5 project Is bounded on the north, west and east by residential lots �O W L a - Crownvetch 20 (bs. and on the south by property owned by Joni company., Z' 150 Ibs SIGNAL I D Perennial Ryegrass will germinate faster and at lower soil 5olls Information: The existing soil conditions were obtained from the USDA Soils FLOW - IIIIII II III � d temperatures than fescue, thereby providing cover and erosion Survey. The soil types listed is 41G. Erosion potential for these soils is severe. 4" resistance for seedbed. Gritical areas: There are no critical areas found within this right-of-way. SECTION A -A TER CLOTH KEY IN 6"-9'; RECOMMMED FOR ENTIRE PERIMETER )K)K Use seasonal nurse crop in accordance with seeding dates as 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE stated below. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. March, April through May 15th Annual Rye Ero5ton and Sediment control measures: Gontrol of erosion and sedimentation for this site A May 16th through August 15th Foxtail Millet shall be achieved by lnstoll►ng the following. August 16th through Sept,,Oct, Annual Rye I. Gonstruction entrance. November through February Winter Rye 2. Silt fence, Diversion Dykes and Sediment traps. A 3da (MIN.) 3.. Gheck dams. _r 4 Inle t $ Outlet protection. :,•T :K / r . If Flat i 5. Culvert inlet protection. ea s used increase do p c ease to 30 lbs./acre, All legume seed must be properly inoculated. Weeping Lovegrass may also be 6. Soil stabilization through permanent seeding. Included In an slope or tow malntance mixtures during warmer IIII PIPE OUTLET TO WELL y P g f �^' seeding eriods; add 10-20 Ibs/acre in mixes, E-i DEFINED CHANNEL g p Permanent Stabilization: Once construction is complete, all disturbed areas not built upon W _ PLAN VIEW or paved Shall bo covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding Q FLOW �- and a blanket of straw shall be applied to the topsoil. cc 5tormwater management: Stormwater management for this property has been provided III_II�� III_II•• for with the construction of the stormwater management facility In Gonter Estates. 0% U EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. i-I ~' d Maintenance Program: The erosion and sediment control measures Installed on the site FILTER FABRIC SECTION A -A f� shall be- maintained by performing the following. Q-,' V) E, FILTER CLOTH KEY IN 6"-9 RECOMMENDED FOR ENTIRE PERIMETER I. The site superintendent shall inspect ail erosion and Sediment control devices after each Q _ I NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION rainfall and at least daily during prolonged rainfall. Damaged or deficient controls shall be � � IIIII I M WIRE I BASKET, OR CONCRETE. repaired or improved immediately. W p S _ 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED 2 The site superintendent shall Inspect daily the areas construction activity to insure Z W U USING PLATES 3.18-3 AND 3.18-4. erosion control effectiveness.Additional -I 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT measures shall be Installed Immediately where O LESS THAN 6 INCHES. deficiencies are found. O SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 5. Permanent erosion control mea5ure5 Include the installation of rip rap at storm Sewer [-+ Shenrood 11 t Source: Va. DSWC Plate 3.18-1 outfalls and the establishment of grass on exposed Surfaces disturbed In the construction Z Q �4 TEMPORl�R)' DIVERSION DIKE process. O � Q Ero5lon and Sediment control program : Z I. Hold pre construction meeting on site. �+ 2. Install construction entrance. 5. Glear and grub the areas necessary for installation of the silt fence and diversion dyke. O GOMPAGTED 501E 4. Excavate and grade 51te as needed for installation of storm Sewer. � - _ - 5. Fine grade and install the surface gravel. Temporary soil stabilization shall be applied to W all disturbed areas within 14 days if the area Is to remain dormant for more than 21 days. r Apply soil stabilization matting Immediately upon completion of grading. `- IS" MIN. 6. After approval by the inspector, remove the temporary control devices and Stabilize the j areas disturbed during removal. FLOW � - - - - - .�` - - ••• - - Note: The Frederick Gounty retoln5 the right to add and/or modify these erosion _ _ _ _ and sediment control measures during the construction process, within reason, to ensure ==III= adequate protection to the public and the environment. =III-III-III=1 I =1 i I-III-� I =1 I I=1 = --I I I= I IEE - - -III-III-III-III-III-III-III-III-III-III-III III -III -III- DRAINAGE STORAGE REQUIRED STORAGE PROVIDED OUTLET NET NET WEIR TOP HEIGHT CREST OF Seeding schedule (loll stabilization): TRAP # NET DRY NET DRY STORAOE STORAGE 4.5' MIN. AREA GU. YDS. GU. YDS. GU. YDS. GU. YDS. HEIGHT DEPTH DIMENSION LENGTH WIDTH BERM WEIR I. Spread topsoil at a minimum depth of four (4) inches. DATE: April-2002 2. Incorporate pulverized agricultural limestone into the topsoil at a rate of G2 lbs. per 1 2.55 170.85 170.85 205.8 21-7.0 2.0' 2.5' (AS SHOWN) 15.5' 2.5' 5.0' 700.0 1,000 square feet (2 tons per acre). SCALE: N/A I I 3. Fertilize with I0-10-10 fertilizer at a rate of 23 Ibs per 1,000 square feet (I,000 Ibs per acre). 2 0.85 58.cib 58.clb Ilb.l 185.5 1.5' 1.5' (AS SHOWN) 5.5' 2.5' 2.5' -102.0 4. Seed all areas with a seed mix consisting of 67% Kentucky 51 Tall Fescue and 55% DESIGNED BY: DLF Red Top Glover. 5. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ibs per acre, JOB NO. 2722 3 0.41 27.47 27.47 44.4 I.I 1.5' 1.5' (AS SHOWN) 2.5' 2.5' 2.5' 704.0 anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. SHEET 5 OF 6 8' general bacw ,see note) select back note) STANDARD CONCRETE ARCH eneral backfill see note) -------------------- 24' select backfill (see note) 6" 0.1 r� 1/2 O.D. L 6" concrete - -- CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 concrete thrust block I trench width as required 6" dia. schedule 41 pipe filled with c and pointed select backfill note) 2 O.D. select backfill note) 1'-6" I 1$" dia. z>;;::..: 1€ concrete encasement 3 BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pad 1'-6" sq. x 6' deep 2" min. - 6" max. ' I I 4" stone screw type adjustable valve box stone to be minimum of 6" above top of base I locator marker .s..... stone— I mechanical joint swivel tee with 6" branch FIRE HYDRANT ASSEMBLY Figure 9 concrete pad V-6" sq. x 6' deep 4" stone screw type adjustable valve box location marker stone megalugs ............ ... . 4 thrust block 1 18" to 24" 36" min. valve megalugged to main —megolug 8"x 8"x 16 solid blocK (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 8 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8'x3/4' or 3/4 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T 1 " 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) treated 2"x 4" with op painted ue meter cover set 2" above T. varies as required fin. grade prior to sodding corporation stop 3" stone bedding 18"-21" eter by F.C.S eter box 1 surrounding box (check dual valve 1" 36' min with drain valve 4 8" min. Ie yok ball a valve U type K copper 1 " tubing, continuous without 11oints from 2 ft. water maimain to meter stone bedding METER SETTING PARTS line size meter size yoke y an yoke ball valve dual check valve expansion wheel 1" 5/8"x3/4 Y502 BA94-224W HHCA91 -323-TV & C84-34 EC-23 1' 3/4" Y503 BA91-323W & C84-34 HHCA91-323-TV & C84-34 EC-23 1' 1' Y5041 BA94-444W i HHCA94-444-TV I EC-4 INSTALLATION NOTES: 1. Outer edge of outlet side of the water meter box assembly shall be a mcximum of three feet from center line of water main or three feet beyond edge of sidewalk (or property line). 2. Exact location of meter box assembly to be approved prior to installation. 3. Water service crossing street shall be encased in 3" dia. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. 5/8"x3/4", 3/4" & 1" METER INSTALLATION Figure 5 Revised May02 -710 -705 0 eG 6G5 710 705 700 645 6cf0 4" REINFORCED CONCRETE 3000 PS I 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 1/4" = 1' 411 —I I II I II I I� II COMPACTED SUBGRADE (90% DENSITY) CONGfRETE 51DEUJ,4L< DET,4fL (NOT TO SCALE) a 0 4° SGALE: HORIZ. - I"=50' 0+50 I +00 1+50 2+00 2+50 3+00 3+50 Cl_ PROFILE WATER LINE R PROP. GRADE ®� PIPE 1.0' G0v 0.50% r � 0 vo 0 II 0} +z 0 10+00 10+50 EX. GRADE PIPE 1 EX. GRADE ®CL PIP\ i PROP. OR/!DE ®q PIPE UJ CQ 0.95% CD 00 CQ Lo Q 3: LO Lo cc W SGALE: HORIZ. - I"=50' 0+50 I +00 1+50 2+00 2+50 3+00 3+50 Cl_ PROFILE WATER LINE R PROP. GRADE ®� PIPE 1.0' G0v 0.50% r � 0 vo 0 II 0} +z 0 10+00 10+50 EX. GRADE PIPE 1 EX. GRADE ®CL PIP\ i PROP. OR/!DE ®q PIPE UJ CQ 0.95% CD 00 CQ Lo Q 3: LO Lo cc W Z W Z W o LO t` N O W U3LU lli Z W z z o U1 > W � � � p z z Z Q �f) Z w D. MITH � No, 022837 A� ZIONAL �yCs -<11 Mr V w � i N U V ~� a � � W E— � CO W Q w V w w o�, l\ v v } 0 } � } DATE: April 2002 0? 0? 0? 11 +00 11 +50 10+00 10+50 II +OO SCALE: N/A STORM SEWER PROFILES DESIGNED BY: DLF FILE N0. 2722 SHEET 6 OF 6 00 O 0 Q L0 77 r_ U N O 0 00 O L N N P- DI U) m 0 D i4 CENERAL NOTES VD0T GENERAL NOTES LECEND VICINITY MAP 0 to the Vl. All work on this project shall conform to the latest editions of the Virginia Department of ` - "- SCAM 1 = 2000' 1. Methods and materials used in the construction of the improvements herein shall conform current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR -- -' `� ~- - _.-- �- -" �., �•i� County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the -'"" 30 SIi W event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR �--- �-- ----- LAKEvIEUI G 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. 40 ESTATES W must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR 51`'---- A relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EXISTING EDGE OF PAVEMENT ---- -- EX Control Handbook. Health Administration and VOSH Rules and Regulations. PROPOSED IDLE OF PAVEMENT PROP E/P a SITE AKELAND 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EXISTING CURB AND GUTTER =- EX C.,$6! _ _ _ - =- MANOR (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all -- -- - - - - 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER PROP C&G \ p1 MACEDONIA W Cat required under State law. q C� -t isg AGREg �E�oN� Rte 6 4 O CQ CO CO1-1 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R -- - --- =-=- == == = = -- LjERI CHURCH READ � I' with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation traffic signal poles, unction boxes, controllers, etc. owned b VDOT or private utility company. It is g P 1 y P y P y' the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE _ -- - --.-._----- s Rte pet 642 7b6 a aU CO 0 •� I 01 CO (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT approval of these plans does notin PROPOSED TELEPHONE LINE a ao cOo responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. O Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EXISTING STORM SEWER=� EIK 151 ROG, � � FREDERI TOUNE AL51N OOP > � x I 'n o2 Also, V5. Design features relating to field construction, regulations, and control or safety of traffic may PROP. 15" RCP m r- 6. An approved set of plans and all applicable permits must be available at the construction site. a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of VILLAGE W �, representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEVER � O 0 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER Q) `n Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER 0 9 PROJECT INFORMATION ) � 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE ------'---- -------- embankment. and held by the engineer and/or developer with the attendance of the contractor, various County 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE SITE LOCATION MACEDONIA CHURCH RD. °� o BearingRatio CBR of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed (CBR) P g g P V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for FISTING GAS LINE _ ���� _ -�T- - STREET ADDRESS 1965 MACEDONIA CHURCH RD. WHITE POST, VA 22663 � a) � r, Q) for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. t course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE PARCEL IDENTIFICATION N0. TM 76-((A�)-32 w co Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the through LOT AREA PARCEL 32 CHURCH 6.9083 AC. (CHURCH): support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway construction and maintenance of a construction entrance in PROPERTY LINE accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, DISTURBED AREA 2.75 AC. and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE -.- --- ---�- --- -•-.- ---- •----- Developer shall have, within the limits of the project, an employee certified by the Department of CURRENT ZONING RA 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation IDNCELWE --- --- - -- -- - -- �-- - CURRENT USE CHURCH, RESIDENCE on the plans and as required at the field inspection. p q P control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. --• PROPOSED USE CHURCH RESIDENCE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall EXISTING TELEPHONE POLE , BUILDING HEIGHT. MAXIMUM = 35 PROP. PHASE I = 25 PROP. PHASE II = 25 be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and :' at the end of construction. EXISTING WATERLINE W/ TEE' � �" SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK one litter receptacle shall be provided at the construction site. Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE - w COUNTY ZONING ORDINANCE AND A SIGN PERMIT MUST BE 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. OBTAINED FROM THE FREDERICK COUNTY INSPECTIONS DEPARTMENT entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING FIRE HYDRANT OUTDOOR LIGHTING: NONE PROPOSED PER THIS PLAN. ALL OUTDOOR LIGHTING WILL whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V12. Any unusual subsurface conditions encountered during the course of construction shall BE FURNISHED AND INSTALLED BY OWNERS, ALL OUTDOOR LIGHTING times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE TO BE SHIELDED TO PREVENT ILLUMINATION OF ADJACENT PROPERTIES. condition at all until an adequate design can be determined by the engineer and approved by VDOT. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED WATER METER ® BUILDING SETBACKS: REQUIRED: FRONT: 60' PROPOSED: FRONT: 467' SIDE: 50' SIDE: 117.2', 169.9 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER _ REAR: 50' REAR: 153' sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER OUTDOOR STORAGE: NONE PROPOSED. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a which will be accepted by VDOT and that testing shall be conducted STOP SIGN -�- DIiMrSTER: NONE PROPOSED. standards and specifications of Frederick County and/or the Frederick County Sanitation Aut1t::~ ty. project according to all applicable VDOT standards. HANDICAP RAMP (CG-12)�?� - 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be DENOTES LOCATION OF STD VDOT CG-12/OR pN contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed P Y Y g The inform the from his existing compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method STAND RAMP CTI PARKING CALCULATIONS � h-, prior to construction. contractor shall engineer of any conflicts arising A, within plus or minus 2% of optimum moisture for the full width of any dedicated street REQUIRED: 1 SPACE FOR EACH 3 SEATS Z utilityverification and the proposed construction. P P right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING 12 SPACES P'RZ �OPOSED SEATS: 290 / 3 = 97 SPACES REQ. � 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. TOTAL SPACES PROVIDED: 120 HANDICAP PARKING T E'' result of his construction project within or contiguous to the existing right-of-way. p j g g g Y• TEST PIT LOCATION ® .i � 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these pleas and VDOT REQUIRED: 101 - 150 = 5 SPACES HANDICAP SPACES PROVIDED: 6 F-4 W 04 must be provided to Frederick County Sanitation Authority prior to issuance of grading and/car site further where determined necessary by Inspector. HANDICAP PARKING � W >, development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. 104 � E ' Q 19. The developer will be responsible for the relocation of any utilities which is required as a z ^.a.; ssll, 4f his VEHICLES PER DAY COUNT 100 0 project. The relocation should be done prior to construction. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE 4 (� � 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account Z in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The 1, ENVIRONMENTAL FEATURES O 0 engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT Y ' " iJ a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on EXISTING PROPOSED PERCENT 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A. copy of this list may be obtained from the District Material Section. PROPOSED STREET NAME SIGN �- FEATURE ACREAGE DISTURBED ACREAGE DISTURBED P4 at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. FLOODPLAINS 0 0 0 1 ti 1 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to PROPOSED SANITARY LATERAL CI,EANOUT LAKES & PONDS 0 0 0 `j,, W W proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER 12 WETLANDS OVER 1AC 0 0 0 12 professional engineer and results submitted to Frederick County prior to pavement construction. � If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices be S.W. 0 0 0 NATURAL S 4 geotechnical report has been prepared, it should supersede the requirements in this note. may obscured. V19. bases STORM DRAIN STRUCTURE IDENTIFIER 6 DETENTION AREAS 0 0 0 Aggregate and sub -bases shall be placed on the sub -grade by means of a mechanical STEEP SLOPES 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and OVER 25% or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE 0 0 0 of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to WOODLANDS in Frederick County appear below. These numbers shall also be used to serve in an emergency .condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE - - present during the construction and testing of the density control strip. EXISTING SPOT ELEVATION ' �' TRIP GENERATION DATA V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 115 3 CLASS USE BUILDING AREA TRIP RATE WEEKDAY TRIP RATE SUNDAY TPD specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE 1-�^- UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the control strip. �'" 560 (P' 901) CHURCH 9,600 S.F. 9.11 88 V21. Approval of these plans shall expire three (3) years from the date of the approval letter. EXISTING TREE �� 154 OAK 6' FINE 36.63 352 Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 V22. Final location of C'G-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE lr`J 15" OAK 15" PINE Winchester, VA. 22604 Winchester, VA 22604 FCSA CONSTRUCTION NOTES (540) 868-1061 (540) 869- 1' 11 Power: Allegheny Power Phone: Verizon DATE REVISION SEAL COVER SHEET P.O. Box 1458 Hagerstown, MD 21741 P.O. Box �21297 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. MD Baltimore, MD 1-800-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. Project Name: 4 30 01 PUBLIC WORKS COMMENTS 3. EXACT LOCATIONS OF' WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. MACEDONIA CHUJPLV.ICH 6 18 02 V.D.O.T. COMMENTS 6/18/02 FRED. CO. PLANNNING COMMENTS 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF Ho MISS UTILITY 1-800-257-777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME I 8/5/02 COMMENTS Owner: Address, Including Zip Code g P & Telephone No. P AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO .C.S.A. r BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE A MACEDONIA UNITED METHODISTCHURCH 1941 MACEDONIA CHURCH ROAD FIRE MARSHAL'S NOTE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN v MARK DSMITH D. & MACEDONIA CEMETERY ASSOCIATION WHITE POST, VA 22663 PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. , d No. 022837 (540) 869-4874 Developer: Address, Including Zip Code , & Telephone No. Fire lane markings and signage: An "No Parking" signs and yellow painted curb locations will be installed Y g g Y P 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING `�O G�V C/ LINES. �✓ �1 by field inspection at the direction of the Fire Marshall's Office. � A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING `SIGNAL SAME AS OWNER ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL, BEGIN. SHEET INDEX AUG 2 200 FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8% 3/4" AND 1" WATER SERVICES. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. STATIC PRESSURE = STATIC PRESSURE = C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. COVER SHEET 1 J�j, DF1?1.�VINGIDEUE1-OI'f�ENT 151 WINDY HILL LANE RESIDUAL PRESSURE = RESIDUAL PRESSURE = THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL. INSTALL ALL SEWER LATERALS. SITE PLAN 2 GREENWAY ENGINEERING WINCHESTER, VA 22602 AVAILABLE FLOW = AVAILABLE FLOW = GRADING PLAN 3 (540) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: EROSION CONTROL PLAN 4 i� ,;U_ a c r c r I 117E PLk?, DATE: APRIL 2002 A. THE AUTHORITY SHALL, FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. EROSION CONTROL NARRATIVE & DETAILS 5 PROFESSIONAL SEAL & SIGNATURE SOURCE: SOURCE: DATE: DATE: B. THE DEVELOPER/C'ONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS DETAIL SHEET 6 THESE PLANS ARE IN CONFORMANCE WITH APPROVAL,O�E SCALE: N/A COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE�-- IN THESE PLANS SHALT, BE APPROVED BY PATE-_ 001� � (%� DESIGNED BY: HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE DLF Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB NO. 2722 •SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. • SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 6 . co Q v 0 N _O N O O N N O 0 d N N N N U? N O a: rr7 c a Z_ w w Z C.7 Z w L U 0 U C� G N N N cn 0 T-rP I GAL HAND I GAPED - PARK I NCB SPACES DETAIL GAN F- R F 5-T A T E 5 �H' m -- LU SEGT ON N ' XION18 ZONED: RPz w SHOE Q Q TYP MA76 I > w >w -2-II0 ZONED: USE. ZONED: RP , 2 - � . USE: VACANT IOq 76B,1- 2-I A `^ i`a , ,.ZONED:'` USE: RES. 8, 5, 50 { RP t ` 8 S 8 8' 8' 8' 8' CANTER ESTA F \ ' �. ` 1 / �' USE, RES. TES / r=Q>«?C COMMON AREA. ` ,. x2 TAPPIN EEVE ✓ AND..VA=VE —BY FGSA ba- S3215'a 3. ' W �. f. r" r I 1 7g1.56 e MAGEDONIA #CEMETERY ASSOC, D.B. -576 P6. 179 1 I ___-__ _.__ __.__ _._ ___ - _..__ _.__ - /� -- _ __ _. _._._._ __._ 76 _ A _ \ Q rn 32 ZONED: RA a '� ,a1 ., � 1,�h,C. < MACEDONIA 'UNITED T 0 USE: CEMETERY ' ;� �y e 1_ r� - l �' i METHODIST GHUR \ c. 4F ? f y .. °,, - ' ` d ` ZONED: RA GH W �9 t 1 F' , " /' ? '"• �-�� ,. .. 11, w O USE.- GHURCH i y� ir.h _ t�. C� �" .,. 'r I,IF R .� m N/F -� `, Sz, \ ¢�Q D•B. 884 P6. 1371 , rn v : I ..f Y. KY Z v p � I , �` .� ,� �` ZONED: RP � � _y .� � �✓ USE: + � O �' ` � RESIDENTIAL CL co o 91, p °v (/)� 52 I 76 llU� - } �.. �.� , r � D.B. 23 P6. � -- ; , f, r \ \ONED: RP - �)ARKE- l �` � \ p' 4 \�� / P + USE? 9 RE51 TIAL , - Q DEN 1 t k " "�, 45° BEND li - I, ', q..r SM Div t• 77. _ _....,«_»..-,,. .,.,.,,,,Ay P •,� ,M1 / \ 'y, *� 4 ', � `L �. I Nx Z. N , `* � I F�( j 4 , ` Y7 .. 33 1 JENI . 1 1 , 7 a tJ , ' -r COMPANY ss;5 l D B. 860 P6: -b30 •��3(0�� : y` � 0 / ZONED: 4, RA C USE VACANT,10 VA r , : O DITCH AS. , LL� -r - — A —f,o ,,,i,'.-... REQUIRED fr d �_ bb' 't ; J _.. 88 '. , r .�, 't.. , '-1 w `� \ �� �•- I i t, �' 4 �i D.B. 83? t i f d t rl � a ,r'-� 5 PG. 172 TRAVEL LA - I -' 1 �� r ZONED: RP a STRIPING USE: T_ RE5IDENTI a /t 1 w •-err' , a Z , , _ S-90 ` RE IAG� NEEDS Al , - `�. a °PARKINCLOT PAVEMENT ti `O' 04GGESS ROAD DETAIL ` e '2" SM-2A _._. , a 0 /A . ° , I N3 6' 21-B BASE STONEo '01 0% O,�"" '�' � \.•i,. 'y` `` •a.a� .+�..:.....,Y � I "�j ' Ir- rrt�''�• „r P� � � � l E B NOTE: AT TIME OF WHITE OA< ROAD EXTENSION ; THE T MPR AR1' AGGESS ROAD AND ENTRANCE TO BE GLOSED AND A NEW ENTRANGE AND AGGESS ROAD TO BE GONSTRUGTED AT FUTURE ROAD LOGATION. AT TIME OF RELOGAT ON A V.D.O.T. ENTRANGE PLAN AND PERMIT WILL BE ` ����..���A � �..� N 53 °�2'4S ° W REOU I RED. _r `'' 2q.Q0' A=2.26 N 28°56156" E 71 R/ O. q ppff t ,, r ~i. , , r i ,• i � t ? � r' ..., t ( ldf 1 �7—�i �` `.. �-� °° �I � / r 1 ! / / � � i l i'f 1 j � ;f /'' � f :fr [ •,• s' w $ ' s i� 'R co if p X Z cc W W Z W o ?n co cc C aa� C Q0Lo Lo 't I Zx L� W �) Q� W w 4Lo � a -� .�-r .� E- Cz., r; a� 0 Q) wU) z w Z h-1 > z w v V k T O v z z Dcj �n z O I� O > LLJ ,Q V\! vI (1 Q <r \0 MARK D, S H N , 022837 ,�°� � S•G Z ww �SSIONAL O DATE: April 2002 SCALE: 1"=40' DESIGNED BY: DLF FILE NO. - 2722 SHEET 2 OF 6 P1 m q_ .�...- ' a b, t e, f r N to M O N O 0 a 00 O CD N N N O N C (C z w W W _Z 0 z W L U 7 t U r- 0 m U Cw G N N ti N a� 0 EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESGRIPTION 3.02 GE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O x x x SILT FENCE 3.12 Do DIVERSION DIKE — — — LIMITS OF GLEARING d GRADING 3.13 sr 5EDIMENT TRAP DRAINAGE DIVIDE 3.12 �o ' ' ROCK CHECK DAM 3.0-1 iP ® INLET PROTECTION 3.15 OP ® OUTLET PROTECTION 3.05 uP ® CULVERT OUTLET PROTECTION 3.32` ® PERMANENT 5EEDIN(5 Z W W Z W C Q.)� 1 CO kn kn Z x Lo� W � W0O Lo aLo LO N 4. (AV) �o tzo 1-i ♦♦r� W vl O Ul z W z z O W O z > V 0) z z z Lu i a Q) O O O v V Q v j LL LL CN � O �V vv�,. MARK D. SMITH No.022837 sI0NAL a mr U cc D o V zcl-, Q Q � o � Q w o V o Q W DATE: APRIL— 2002 SCALE: I" = 30' DESIGNED BY: DLF FILE NO. 2722 SHEET 04 OF 06 M. /f�[j JJ�� r n F/ S T �/�`1 /r ram, f� r� r r-v rn r n, O Ji UI a i�N r;� n T m r- /A T �+ __ v� lJ 1 !� L L' i�y 11 70' MIN. I EXISTING i I A I PAVEMENT 3 I I 1 1 .._b/SCrflial_� 5:1 FILTER CLOTH I 6- MIN.! AlMOUNTABLE - BERM / (OPTIONAL) EXISTING GROUND 70• MIN_ a WASHRACK I. F_ (REQUIRED) 12' MIN. « VDOT #1 I I \ POSiliVt DRAINAGE COURSE AGGREGATE B I TO SEDIMENT TRAPPING DcVICE t MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS D I A{ I E `A i�Y OPERAtiON + L-i-\ IN 1 REINFORCED CONCRETE SECTION A -A SECTION B-B R� �' C, ECG - I A rR S' OR L E I OF DR ALIV CE AREA: FILE (r,F A i 1DnK7'STn'AY vtEF) i M 10 MIN. :e VDOT n 1 �;7 I COARSE A CGRL'v ":TL' 10' MIN. -­4 EXISTING i PAVEMENT Fir,OTT �! - I 10' MIN. I I DRAIN SPACE SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3,02-1 CONSTRUCTION 0_.F I SILT FEITCE POSTS.(WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4*X4" 2. STAPLE WIRE FENCING TO THE TRENCH UPSLOPE ALONG THE LINE OF POSTS. la � nl.►■ �\Ii111Y11 E� t 1I: �rn1l; �� ■© ._�Jill FLOW 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. SOURCE: Sherwood & I �IIIIII 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 11 3" 2- 10 ACRES OF DRA11VAGE AREA: I 6" i 3" FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT # 1 COARSE AGGREGATE FLOF 399 TART E 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUiCK REFERENCE FOR ALL REGIONS' Rate Planting Dates SDeCieS ((bs,/acre) Sept, 1 - Feb, 15 50/50 Mix of Annual Ryegra5s- (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Secal cereale) Feb, 16 - Apr, 30 Ar1uaI Ryegrass 60 - 100 (Lolllum mutt,!-flDrum) May 1 - Aug. 31 German Millet 50 (Setarla Itallca) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder, Small grains shall be planted no more than one Inch deep, Grasses and legumes shall be planted with no less than 1/4' soli cover, TABLE 3,32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Minimum Care Lawn T- 1_ I 11_ _ - Commercial or Residential 200-250 lbs. CLASS 1 RIPRAP - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass A 0-10% - Kentucky Bluegrass 0-107 PIPE OUTLET CONDITIONS High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of ^ bluegrass from approved list for use in Virginia, 125 lbs, General Slope (31l or less) - Kentucky 31 Fescue 128 Ibs, - Red Top Grass 2 Ibs, - Seasonal Nurse Crop** 20 Ibs, 150 Ibs 'IPE OUTLET TO FLAT .REA WITH NO DEFINED Low -Maintenance Slope (Steeper than 3:1) HANNEL - Kentucky 31 Fescue 108 lbs, - Red Top Grass 2 lbs. - Seasonal Nurse Crop- 20 lbs, L - Crownvetch xxx 20 lbs, a 150 Ibs D % � Perennial Ryegrass will germinate faster and at lower soil d temperatures than fescue, thereby providing cover and erosion OEM�s i resistance for seedbed, I SECTION A -A FMTER CLOTH KEY IN 8'-9'; RECOMMENDED FOR ENTIRE PERIMETER xx Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxta!l Millet August 16th through Sept.,Oct, Annual Rye ado (MIN.) November through February Winter Rye *)K)K If Flatpea is used, increase to 30 Ibs,/acre, All legume seed must be properly inoculated, Weeping Lovegrass may also be 'IPE OUTLET TO WELL Included In any slope or low-malntance mixtures during warmer )EFINED CHANNEL seeding periods; add 10-20 lbs/acre in mixes, I u -r. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. d FILTER FABRIC SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER j NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION U BASKET, OR CONCRETE. WIRE 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED _1 USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE, 3.05-1 Source: Va. DSWC Plate 3.18-1 TEMPORARY DIV1_-_R510N DIKE COMPACTED SOIL Of' MIN. FLOW r` -I -I - - i- I -_-_- - - - I- II I I I I I I I I -I I I I I I I I I I I I I I -III I I I I I I II I I I I I I I -III I I I I I I I I I I I II I I I 4,5' MIN- TEMPORARY SEDIMENT TRAP VARIABLE* 1 rcl� GROUND ELEV. 1.0• 67 CU. YD./ACRE F \ e a VARIABLE N � \__L(0EXjVATF`D)' 4 MAX FILTER CLOTH OP,IG!NAL GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATEtt CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA (IN AC.) DIVERSION DIKE ' COARSE AGGREGATE" EXCAVATED FiLTER CLOTH AREA "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE:- VA. DSWC PLATE. 3.13-2 TRAP # DRAINAGE AREA STORAGE REQUIRED STORAGE PROVIDED OUTLET HEIGHT WET STORAGE DEPTH WET STORAGE DIMENSION WEIR LENGTH TOP WIDTH HEIGHT BERM CREST OF WEIR NET GU. YDS. DRY CU. YD5. WET GU. YDS. DRY GU. YD5. 1 2.55 170.55 170.55 205.5 217.0 2.0' 2.5' (AS SHOWN) 15.5' 2.5' 5.0' 700.0 2 0.88 58.g6 55A(b 116.1 155.5 1.5' 1.5' (AS SHOWN) 5.5' 2.5' 2.5' 702.0 3 0.41 27.47 27.47 44.4 1.1 1.5' 1.5' (AS SHOWN) 2.5' 2.5' 2.5' -704.0 SILT. FL'=�CE �' CL VER T I NLL' Y' PjR n TErTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT L FLOW OPTIONAL STONE COMBINATION 0 0 I h ' FLOW 1. 2.5' �VDOT #3, #357, Q5, #56 OR i!57 (COARSE AGGREGATE `-CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 AFM Uj FLU I ME LU c,2 0 r9 o �. Sao CID to ~r LOCQ r` A y 0 a, Ln iiIIIIIIIIII U a VIM arc ' 0 < E- 4. _ 4 � I r q ;, I Q Z W Z O > W a z S O v N Z O v z Z Q � LLJ O m O jLL Q U_ d O m � U� EROSION AND SEDIMENT GONTROL NARRATI\/E 1 4 � � k MAGEDONIA GHURGH OP Description: This project proposes the construction of a new church building in the rear p of the Macedonia Ghurch property. 1 Existing 51te condltIons: The area to be dlsturbed under this plan 15 5.a7 acres. U MARK D, SMITH 1;;` No, 022837 4 Adjacent areas- h.is project is bounded on the north, west and east by res►dential lots 0 Q,��G� and on the south b.;property owned by Jenl company. �s T// SIONAL Solls information- The existing soil condltion5 were obtained from the USDA Solis Survey. The soil tLlpes listed is 41G. Erosion potential for these soils is severe. Critical areas: There are no critical areas found within this right-of-way. Erosion and sediment control measures: Gontrol of erosion and sedimentation for this site shall be achieved by Installing the following. I. Gonstructlon entrance. 2. Slit fence, Diversion Dykes and sediment traps. 3.. Gheck dams. 4. Inlet � Outlet protection. 5. Culvert Inlet protection. � Mr6. Soil stabilization through permanent seeding. E- Permanent stabilization: Once construction is complete, all disturbed areas not built upon W � or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding �7_) --, and a blanket of straw shall be applied to the topsoil. cc Z wwD 0 _ 5tormater management: 5tormater management for this property has been provided � � � for with the construction of the 5tormwater management facility In Canter Estates. Q UMaintenance Program: The erosion and sediment control measures installed on the site , E- shall be maintained by performing the following. 1. The site superintendent shall inspect all erosion and sediment control devices after each q rainfall and at least daily during prolonged rainfall. Damaged or deficient controls shall be O � repaired or imprc,/ed immediately. Z 4W O 2 The site superintendent shall lnspect daily the areas construction activity to insure Z W O erosion control effectiveness. Additional measures shall be installed immediately where Q deficiencies are found. O 5. Permanent erosion control measures include the installation of rip rap at storm sewer E-+ outfall5 and the estobllshment of grass on exposed surfaces disturbed in the construction Q Process. O W Q U Erosion and sediment control program I. Hold pre construction meeting on site. O 2. Install construction entrance. 3. Clear and grub the areas necessary for Installation of the silt fence and diversion dyke. O 4. Excavate and grode site as needed for Installation of storm sewer. �4 5. Fine grade and install the surface gravel. Temporary soil stabilization shall be applied to W all disturbed areas within 14 days if the area is to remain dormant for more than 21 days. Apply soil stabilization matting immediately upon completion of grading. 6. After approval by the Inspector, remove the temporary control devices and stob!lize the areas disturbed during removal, Note: The Frederick County retains the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (soil stabilization): 1. Spread topsoil at a minimum depth of four (4) inches. DATE: April-2002 2. Incorporate pulverized agricultural limestone into the topsoil of a rate of G2 Ibs. per 1,000 square feet (2 tons per acre). SCALE: N/A 3. Fertil!ze, with 10-10-10 fertilizer at a rate of 23 Ibs per 1,000 square feet (1,000 Ibs per acre). 4. Seed all areas with a seed mix consisting of 61% Kentucky 31 Tall Fescue and 55% DESIGNED BY- DLF Red Top Glover. 5. Mulch all seeded areas with straw mulch applied at a rate of 5,500 Ibs per acre, JOB NO. 2722 anchored with cutback or emulsified asphalt applied of a rate of 200 gallons per acre. SHEET 5 OF 6 0 eneral back see note) • select back e note) i' i" :kfill k" select backfill ee note) 6- 1/2 O.D. 6" STANDARD CONCRETE ARCH generalbackfill neral backfill (see note) ?esee note =: =0.D. O.D. z-_- 24" select backfill 24' select backfill (see note) (see note) 6" = �* 6" r� 1/2 O.D. L 6" 6' concrete concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 I trench width • i as required_ 6" dia, schedule 40 steel= - °•" pipe filled with concrete 3' and painted yellow � I 18° dia. �'- :;;:.� concrete #` encasement concrete thrust block BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pad 1'-6" sq. x 6" deep 2" min. - 6• max. /.• I ' $�'' / I 4, stoner screw type adjustable valve box stone stone to be minimum I of 6' above top of base locator marker s stone as•:¢�;s;iiaa•i��s,•t• = egalugs WE mechanical joint "'' ¢• swivel tee with :',- �;•'' •ax:•; s i;iyi-s' i=s s i,s,,1 :•• •. i• iLy 6' branch FIRE HYDRANT ASSEMBLY Figure 9 concrete pod - 1'-6" sq. x 6" deep 4" stone ---I screw type adjustable valve box 1 36" min. location marker stone valve megalugged to main megolugs I ••:;;:•::..:::::::::::::: megalug e••:;e• • ••••s•••:•:}••:•:•:•:;e•• � ti{',•;:ti �• i � �-t� �f�•�is ;:;o;�;:;:;:;:;: a;a;:;e;e;e; thrust block 18" to 24" 8"x 8"x 16" solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 8 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8'x3/4' or 3/4 18 in, Dia. Non -Traffic M32C-PW Traffic A32HH - T 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) varies as required corporation 18'-21' stop 3' stone bedding surrounding box 1 " 36• min 4 8' min. type K copper tubing, contmuous without JJoints from water main °in to meter treated 2"x 4" with op 6 pointed ue meter cover set 2" above fin. grade prior 18" to sodding eter 'by F.C.S eter box duo l Jl(check valve with drain valve ngle yak ball valve LJ 1" 2 ft. " stone bedding METER SETTING PARTS line size meter size yoke y on, le yoke ball valve dual check valve expansion wheel 1' 5/8'x3/4 Y502 8494-224W HHCA91 -323-TV & C84-34 EC-23 1' 3/4' Y503 BA91-323W & C84-34 HHCA91-323-TV & C84-34 EC-23 1' 1• Y504 BA94-444W HHCA94-444-TV EC-4 INSTALLATION NOTES: 1. Outer edge of outlet side of the water meter box assembly shall be a maximum of three feet from center line of water main or three feet beyond edge of sidewalk (or property line). 2. Exact location of meter box assembly to be approved prior to installation. 3. Water service crossing street shall be encased in 3" dia. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. 5%8"x3/4", 3/4" & I" METER INSTALLATION Figure 5 Revised May02 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 1/4" = I' —I I II I II I I� I I I I II COMPACTED SUI56RADE (90% DENSITY) C ON C FRE T E 51 F,) E J,4 L< 1� E T,4f l_ (NOT TO SCALE) - 4u a d ° .e� qe 0 4° SCALE: HORIZ. - I"=50' 710 \ �+ G F -705 \ PROP. GRADE 36" N�?'i-G�ER / -700 W LU -1 PROP. 8 PVG 5DR 21 J m WATER LINE 18" MIN. 1 W Z < 111 W � o to D Z 6CI5 cN cv LL LL Q w zQ o W d)m W J U n OL d _I II Q-� W In (1� W� U 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 5+50 Ct PROFILE NATER LINE 7/0 705 700 bq5 6q0 i I 10+00 I�� 20 1' MIN. EX. 6RrgDE COVER ®� PIPE f- � Z v II 0 II 0 0? 0? I I +00 l l +SO 10+00 STORM SEWED PROFILES 21 PROP. GRt4DE ®q PIPE 42' - 12" GMP ®O. q5,% 10+50 CQ I 1 +00 UJ UJ CCc CD O Lo Lo 0 Z W o ,n N c� I � t` O O G � W U] in W z W o U1 � z �11 v � z Z w � Z � W a � � a_ O m Q � � (L } W W O O O �O MARK D, MITH v b No,ozz837 � sSIONAL �Cs V w W � T��FF V W � Z� W O � � U � � Q w U w a DATE: April 2002 SCALE: N/A DESIGNED BY: DLF FILE N0. 2722 SHEET 6 OF 6