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HomeMy WebLinkAbout07-03 Our Savior Lutheran Church - Shawnee - Backfile (2)cD W Q Lri ch o_ M 0 O N N_ c� 0 3 F-- 0 r- 0 L 0 F- W U) z Q W J Of 0 Q U) o' 0 en u� 0 a• 0 0 LEGEND VICINITY HAP zCD N GENERAL NOTES VDOT GENERAL NOTES SCALE 1'= 1000' EXISTING INTERMEDIATE CONTOUR 33 "w' N EXISTING INDEX CONTOUR 330 Nt ` 0 I °i C N 00 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work h on this project shall conform to the latest editions of the Virginia Department of _ B T "� 74 77B a E 5 I o County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and PROPOSED CONTOUR 40 6 74D A 2C / s 77D C ow L d �D Sediment Control Regulations and any other state, federal or local regulations applicable. In the7 EX E/P 74Ao 9 "° "' -� 07 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING EDGE OF PAVEMENT D 9 $� 76AI 77 w W must be provided prior to issuance of the site development permit. The approval of these plans in no way P P P P PP P Y g PROP E/P PROPOSED EDGE OF PAVEMENT C/ 73 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 EX C&G G E /NE �4+ Control Handbook. Health Administration and VOSH Rules and Regulations. EXISTING CURB AND GUTTER $Ay 3 0 �_ � o 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 PROP C&G PROPOSED CURB AND GUTTER F 72 1 � 1 3 u a x (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 CG-6 0 CG-6R 9 12 _ (C20-(A)-13) �, 3 < 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 TRANSITION FROM CG-6 TO CG-GR ate' ( m required under State law. Bridge Specifications, Section 104.04-C. LA L LA EXISTING TELEPHONE LINE eC o rr 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held g Y P j P V4. The developer shall be responsible for relocating, at his expense, an and all utilities, including P Y g PROPOSED TELEPHONE LINE T T 8B 70 I 5 C_ Q 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 EX, 15' RCP 8A 13 72 rn i (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING STORM SEWER -. 69 68 L w be in conflict with the proposed construction activity. VDOT approval of these plans does not 7A responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. PROP. 15' RCP % o Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROPOSED STORM SEWERORA-- L- �` - ---------- - --- - - 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a PP P PP P V5. Design features relating to field construction, regulations, and control or safety of traffic may EXISTING SANITARY SEWER representative of the developer must be available at all times. be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROJECT INFORMA TION any field revision will be the responsibility of the developer. PROPOSED SANITARY SEWER S S 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 ELECTRIC SERVICE " Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. STREET ADDRESS 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE n n P.O, BOX 2253 z embankment. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County EXISTING GAS LINE MAGISTERIAL DISTRICT SHAWNEE DISTRICT 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. PARCEL IDENTIFICATION N❑. T,M, # 77-A-11 0 Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed PROPOSED GAS LINE LOT AREA ~' i V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for 7,01 ACRES for actual determination of required pavement thickness prior to placement. All final pavement and base an undetermined length of time. VDOT will also require 48 hours notice for an inspection. Y g q Y P PROPERTY LINE DISTURBED AREA W course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and 2.59 ACRES 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 FLOW LINE CURRENT Z❑NING RA 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 FENCELINE * X X x X * CURRENT USE _ VACANT and prior to placement. accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The EXISTING POWER POLE a PROPOSED USE CHURCH (N❑ ACCESSORY iUSE'S PROPOSED) 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, within the limits of the project, an employee certified by the Department of on the plans and as required at the field inspection. Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation EXISTING TELEPHONE POLE b SETBACKS - BUILDING: FRONT: 60' PR❑PS❑SED; FRONT: 77,58' control devices and measures for proper installation and deficiencies immediately after each rainfall, SIDE: 50' SIDE: 174.66' 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. EXISTING WATERLINE W/ TEE W ' T' REAR: 50' REAR: 237,14' W be minimum 6" diameter and conform to VDOT standard S13-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and q g g PROPOSED WATERLINE W/ TEE -'� a-i T j W BUILDING HEIGHT: MAXIMUi"135 PR❑P❑SED=30 I- Q 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. Q 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 EXISTING FIRE HYDRANT SIGNS: GROUND P'IOUNTED 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. EXISTING WATER VALVE w e entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take OUTDOOR LIGHTING: BUILDING MOUNTED 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 PROPOSED WATER METER a) condition at all times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity `� until an adequate design can be determined by the engineer and approved by VDOT. EXISTING REDUCER v v OUTDOOR STORAGE: NONE 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED REDUCER sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut V13. All fill areas, borrow material and undercut areas shall be inspected and approved b a VDOT STOP SIGN F.A.R. CALCULATIONS PARKING CALCULATIONS sheets, and connections to existing lines. representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples HANDICAP RAMP (CG REQUIRED= I SPACE FOR EACH 3 SEATS 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 LOT AREA = 10i ACRE5 standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STD DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL according to all applicable VDOT standards. STANDARD RAMP CONSTRUCTION PROPOSED CHURCH PROP SEATING = 198 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PARKING INDICATOR 12 TOTAL=16,240 SF. / 03-128 ACRES contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm storm sewer trenches shall be Y Y/ INDICATES THE NUMBER OF TYPICAL PARKING SPACES ALLOWABLE F.A.R. _ prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method REQ. 5PACE5 = (o(o PROPOSED F.A.R 0.0L.132 utility verification and the proposed construction. A, within plus or minus 2% of optimum moisture for the full width of any dedicated street TEST PIT LOCATION = r \ �.J right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified 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 PROP 5PAGE5 = -10 result of his construction project within or contiguous to the existing right-of-way. copy of all tests shall be submitted to VDOT prior to final VDOT approval. HANDICAP PARKING H/C 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 must be provided to Frederick County Sanitation Authority prior to issuance of grading anu/ or site further where determined necessary by VDOT Inspector. VEHICLES PER DAY COUNT 100 development permits. f-- V16. The installation of any entrances and mailboxes within any dedicated street right--of-way shall PROPOSED BUILDING ENTRANCE Z 19. The developer will be responsible for the relocation of any utilities which is required as a result of his meet VDOT minimum design standards and is the responsibility of the developer. LANDSCAPING CALCI:LATI❑NS HANDICAP PARKING 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 EXISTING STREET LIGHT REQ. SPAGE5 = 3 � U 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 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 PROP SPACES = 4 LLI U 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 PROPOSED STREET NAME SIGN L - 1: a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on PROPOSED SANITARY LATERAL CLEANOUT 10 (Y I� 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. W 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. SANITARY MANHOLE INDENTIFIER 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard VI8. The developer must provide to the local VDOT office a list of all material sources prior to > (� 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 to the local VDOT Residency Office to the Unit total STORM DRAIN STRUCTURE IDENTIFIER O6 O U- professional engineer and results submitted to Frederick County prior to pavement construction. If a provided prior acceptance of work. and prices geotechnical report has been prepared, it should supersede the requirements in this note. may be obscured. (� �J 23. Contractors shall notifyoperators who maintain underground utility lines in the area of proposed excavating P g Y P P g V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical EASEMENT LINE - - - - NOTE: During construction all cranes shall have an aviation obstruction flag and/or obstruction light visible or blastingat least two 2 workingdays, but not more than ten 10 working days, prior to commencement ( ) Y ( ) g Y P spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these CENTERLINE during operations and must be lowered at night, unless lit. Hntended hours and dates of operation need of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified co of the test results shall be provided to the Residency Office. In additions to PY P Y EXISTING SPOT ELEVATION 12 0 to be coordinated with Mr. David Foley, Airport Operations Su ervisor no less than twenty-four hours prior Y• P P IP Y- (� 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 to start. present during the construction and testing of the density control strip. + PROPOSED SPOT ELEVATION 715 3 W24. All proposed outdoor lighting shall be shielded to minimize possible light pollution on aircraft on the approach L11 path for Runway 32 at Winchester Regional Airport. V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road EXISTING TREE DRIP LINE and Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. EXISTING TREE UTILITY CONTA CTS A certified copy of the test results shall be provided to the Residency Office. A VDOT representative shall be the to be during the 15' OAK 15' PINE notified and given opportunity present construction and testing of the control strip. OAK /�- N µ S, TF A R PROPOSED TREE V21. Approval of these plans shall expire three (3) years from the date of the approval letter. At'PhC7VE'D V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. -C:.5�,? Water/Sewer. Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P. 67 ✓ a P.O. Box 1877 P.O. Box 2400 SEAL CO VER SHEET Winchester, VA. 22604 Winchester, VA 22604 868-1061 (540) (540) 869-- 1111 - Project Nave: OUR SAVIOR LUTHERAN CHURCH TRIP GENERA TION DATA Power: Allegheny Power Phone: Verizon P.O. Box 1458 L T$ � Hagerstown, MD 21741 P.O. Box 17398 f� Owner: Address, Including Zip Code &Telephone No. Baltimore, MD 21297 1-800-654-3317 RESS 12 VIRGINIA AVE. ADD(0 (301) 954-6282 , OUR SAVIOR LUTNIERN C141JRC14 CITY WINCHESTER, VA. 22601 21 PHONE 540-(0(07-1459 MISS UTILITY 1-800-257-7777 WEEKDAY SUNDAY MICHAEL . S ICKL Y y Developer: Address, Including Zip Code & Telephone No, 13.11 PER 1000 5F. 3(olo3 PER 1000 5F. 4� D5 r16 1 LICENSE No. ADDRESS 6­2 VIRGINIA AVE. CITY WINCHESTER, VA. 22(001 8,120 5.F_ / 1000 8.12 5F. SHEET INDEX a 031 162 OUR S4YlOR LUTa--II RN Ci-iuRCi-� r = 5,120 / 1000 = 8.12 -13.13-1 PHONE PHONE 540-(0(07-1459 8.12 13-11 = VPD 8.12. 3(0103 = 29q.44 VPD �} Engineer Certifying Plan: Address, Including Zip Code & Telephone No, ADDRESS COVER SHEET SHEET I ENGINEER CITY EROSION CONTROL SHEET 2 PHONE SITE PLAN SHEET 3 PROFESSIONAL SEAL & SIGNATURE APPROVAL D A TE : 12 /13/02 GRADING PLAN SHEET 4 THESE PLANS ARE IN CONFORMANCE WITII 5WM COMPS. SHEET 5 DETAILS SHEET (o COUNTY OF FREDERICK STANDARDS AND SCALE: N/,4 ON -SITE SANITARY SYSTEM SHEET -I ORDINANCES, ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED B' P0 DESIGNED BY: HE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, Z❑NING ADMINISTRATOR DATE GDR SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE ❑F APPROVAL SHEET 1 OF- -1 F,C,S.A, APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL I TREE LEGEND SYMBOL QUANTITY NAME HEIGHT AT TIME OF PLANTING REMARKS ® 11 WHITE OAK 2" CAL. 545 O8 AMERICAN REDBUD 2" CAL. 545 3' SPACING 'CsIRARD CRIMSON' AZALEA 36" 545 EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O x SILT FENCE 3.07 IP � STORM DRAIN INLET PROTECTION 3.09 DD DD TEMPORARY DIVERSION DIKE 3.10 FD .♦,T TEMPORARY FILL DIVERSION 3.12 �V �..`� DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 OP ® OUTLET PROTECTION 3.20 O —,—,— CHECK DAMS 3.33 SO — -a— SODDING 3.38 O O—O—O TREE PROTECTION LCG LIMITS OF CLEARING do GRADING DRAINAGE DIVIDES CRITICAL SLOPE — CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED VATHIN 14 DAYS AFTER START RE5PON515LE L,4ND D 15TURBE:R NAME: CERTIFICATION #: DATE: THE RE5i=ON515LE LAND DISTURBER 15 THE PARTY RE 6FON515L E: FOR CARRYING OUT THE LAND DISTURBING ACTIVITY A5 5ET FORTH IN THE PLANS. * * *NCT ALL SLOPES OF 2:1 OR GREATER SHALL BE PERMANENTLY STABILIZED WITH SOIL 5TA51LIZATION MATTING PER DETAIL ON SHEET 6 OF 1, AND SHALL ALSO BE PLANTED WITH A THICK STAND OF CROWN VETCH. 9 cE U CON5TRUCTMON ENTRANCE SHALL BE PROPERLY MAINTAINED. IN ADDITION IF AT ANY TIME DURINn C:ON5TRUCTION THE FREDERICK WITH WASH RACK COUNTY DEPARTMENT OF PUBLIC WOR 5 RECEIVE5 COMPLAINTS ABOUT MUD BEING TRACKED ONTO ROUTE 50 (MILLWOOD PIKE) /WE 5HALL REQUIRE iNSTALLATION OF , WA5H RACK WITH WATER i _5UPPLY AND SEDIMENT TRAPPINCz DEVICE. a."'icr..-� _ - - - - -s=� vim" = - �-�-� _ s apr; _ -�" - �_-.-=--.n.r-�.'•'sl---'' � �--yew- ...__._.,� _ •� I. ,,,,,.. �"/' �- s'—__�_'--_ — — — — — — — _ �---- .. C - 1 G -i _ S 14 g „ E _ _ --- .------ ,�� ..-.. — �.., „� � ._.. ,,,5"'2 ��� \�`\ _ , ■rlill�/I-� ___. `� \���� ___,fHC--M- '..o`~°.-...,.,� �� "-E-.� !�-'--� —'.- _..-� _ J_�-•-��".__� i \ d-j - �-._ +'�, �•a •._;r�,s-..-_____'_ a �. ,t r.. \ �, : = 1 \ _ 1 '-= -:�:-= - 1 _ - ti I _ _ 1 1 e - NN 4' C-ONC. 5NJ ` I— I! - - 44 COW— SAV SITE DETAINED OPOSED ' 45 ! I \ \ \ ! '' \ � `, o•., \ \., ""\r. ,, ! � "�� SANCr' ="1�Si.Oa7 5_ AT�v n �F 10320 _` ; - OMIT U INED` VF=53.82 \ I � �, \ FIRST FLOOR�i2�F �` : :% • j TO\UNDISTI�UR \ \ °o �`--� `� \ .ti,\ 15 EMENT FLOOR = 5,120 5F_ \ WA EROtSE '\ ! o '�,� L \ ` \ \ — .\ '� ~. =- �' J ` \ q ! .� \ \ \ \ T ` \ \�\ `\�` \ `�. ` �, '\ 10 5TE AD / . • ,�; . /.': �_�- � 'f � 1.943 A RED � \ \ -.e � \ .� ,.. -1 . � � : l - • � 1 \ \�` \ \`' `` .' • �. ~ DWI Ted 6' H IaH BOARD ON 50 A RD e �' ::,t :: ;':.:�' ::: - � J J SCREENING PURPOSES — ` -. \ \ \ \ ram°` `\\~ \ • ,N\� �• :; ; er' �:1= :� ' , 0 Z W W Z W o W ,o 00 a' a� CI a '� m LO 10) C> I �CQ W �a b - V I �4 W 4wi � cc a 0 H TM T\T\�`` �\\ ~� \ �' e \ N/F DICK TM ll-A-cJ N/F SMELTZER I { \ 0 ! \\ !. \� - _ .- s' �, �.• �� ;U '-. ,` `'' ^.. _.....•.- (-- _ --- -- •-' ' � 0 ..� \ � � � �`\ I \\ \\ �. \\ice \ --� `: -- — --' __. _ .,�. �— '` ` *4411* I. THE CO SHALL N-OT DISTURB`- �l+-� LAND BEYOND T�i'IS--PROPOSE-Sfi,"AVETY FENCE. THE EX SWALE,. STALL REMAIN MMP~LIETELY UNDIS_TUUHBED- H.Y- T-HF G- 0NT-1 ACTOR.,,ANT' -�1-.-D STURBANCE F- TITS SALE MAY VOID THE SANIT Y--DISCHA E' Lu PERMTT; *2I WOULD ADV SElY- AFFEC'iL-TRE VELOPK Tfi OF THIS "� Ii \\ `\ -- --- --- -- ` SITE. IT SHAL BE THE CONTRACTORS RESPONSI L,IT�Y-"fO ENSURE T�-IIS' \ o�\ .` \� � o _ — !� � 0�'" ® DOES N-QT- HAF�PE I.,_..AND_. �-�-GONT-RAGT4R- affALE -BE RESPONSIBLE IF IT DOES. � I �, � \ \ ���► -�,_ � � ._ � � -� �` _ r"„� � �- J \�. morn / IN, OL - J 2.59 A C-RES- r---- TO IL\ Tom`_. D, REQ IRED CITY" = 34' Y PRE? ED 15 5 rY-1 SET ' ```` •-- ---- �� ` 1.1\ STQNE WIDTH = 16FEET-ELEV=58.00 tj r� ✓ a -®y ~ ", ( TM i i - i - } i `` `' , ti \ \ - `' -- -- - '" e ' i / �. ttrw _ _ J 1 --� / N' ` I OURci,��!ICO ,LI!TREER,6 , CHURCH `� \ \-.-'� G �'� f DB 50a PG �, \ _. r - / / �'9+: . ✓J ` `,'/j J 1.010 ACRES r •' IF masslow NOTE: DETENTION POND TO BE CONSTRUCTED PRIOR TO THE (CONSTRUCTION OF THE OTHER SITE IMPROVEMENTS. POND TO BE USED AS A SEDIMENT BASIN. INSTALL TEMPORARY Ch1P RISER AT THE SAME ELEVATION AS FOR FINAL POND. SHENANDOAH POOL FARMS AFTER THE SITE IS STABILIZED, REMOVE THE TEMPORARY RISER AND ALL ACCUMULATED SILT. RECxRADE POND TO DESIGN ELEVATIONS AND INSTALL PERMANENT RISER. -- �•" �" "~ r � �� � 30 15 0 30 R .f p- 0 H W r� H A 'NL TH MICHAEL S. STO 4 (1��a3 LICENS No. 031162 S' IONAL 8 0 124 u z wo .9 cr 0 0 0 wW DATE: JAN. 21,2003 SCALE: i" = 30' DESIGNED BY: CDR FILE NO. 0551 INam_ SCALE: 1" = 30' [SHEET 2 OF 7 0 At SIGHT DISTANCE EXCEEDS 550' 100' DECELERATION TRANSN 150' DECELERATION LANE PROPOSED EP l� PROPOSED CG-1 mww ' REMOvE AND REPLACE EX. GUARDRAIL AS REQ'D. TM ii-A-9 N/F SMELTZER DB FIG w a N N ch 0 0 N N_ ir5 O 0- 0 Lr) Lo 0 I' w z Q J Q. z af w w z (9 z W 2 U z Q w D _J 0Y 0 a U) 0 0 a� 4- 0 K4 �4-4I- AD �W,�aLL S 23'20'55" E 150.-fr✓-' .� '4n S ------ __-- - S 09`06 29° E X PROPOSED GRAVEL 5223 SHOULDER 30' -11 100' ACCELERATION TRANSITION CL ROUTE 5 EP PROPOSED 4' GRAVEL SHOULDER R LOCACA TION SIGN PROPOSED EP -1 _ S 14"46154" E 20025, O/N i11fRES VHC MOO, Ln - PROPOSED GUARDRAIL � � 0 CL (o0� I ��w F- wo wo 1 I EP APPROXIMATE PROPOSED FREE STANDING SIGN LOCATION. A SIGN PERMIT MUST BE ISSUED BY THE DEPARTMENT OF BUILDING INSPECTIONS AND THE DEPARTMENT OF PLANNING 8 DEVELOPMENT PRIOR TO ANY SIGN CONSTRUCTION OR INSTALLATION. AADT 1500 G (YEAR 2001) EX. EC S I1"35'20" E 130.50' c0 — r r 60' BRL- 174l0(0' 42' c() 4' CCW— &V 42' 10 HANDICAP PAFK[Ws SIGN ITYP> 26' PO 45 i 20' FfROP05ED CHURCH r SANCTUARY = I'5100 SEATS FF =10320 BF = B3.52 FIRST FLOOR=5,120 SF r61 BASEMENT FLOOR=5,120 SF 10' X 10' GONG DUMPSTER PAD WITH 6 ' HIGH BOARD ON BOARD �� FENCE FOR SCREENING PURPOSES 116' 4 10' E 40' �r " 20' x x TM 11-1-11 OUR SAVIOR LUTHERAN CHURCH DB 588 PG 510 1.010 ACRES I r ' 3I4" 1 RRF U1 �'35101 30 15 0 30 60 r,.. SCALE: 1 " = 30' SHENANDOAH POOL FARMS r 24' i i I I I I� I I I I I I I I PO I I PO 0 TM 11-A-12 I� NAF DICK 05 3W PG 6313 'r- I I i :JO TREE LEGEND SYMBOL QUANTITY NAMIE HEIGHT AT TIME OF PI -ANT IW-z REMARKS (o PIN OAK 2" CAL ,B4B 6 HIGH 0 4 WHITE OAK �� 2 CAL �B4B (o HIGH Z W W — Wcv 0 coao CQto ko a� N 00 � coo Z x LO � W �� '' � c CD W CD c Ln a ^" F� 0,a) 0 Cs, O ul E ucs"�io� k&S�1003NAL 62 C or U Z z a E� 1- E-+ ao H Q�D F J� U) W O Q cl) O DATE: JAN. 21,2003 SCALE: 1" = 30' DESIGNED BY: CDR FILE NO. 0551 SHEET 3 OF 7 Z 035� E P. 2.0 -1 NOT TO SCALE CHANNEL •A' DETAIL A-1.24 AC. C=0.55 S=4.14% V10=4.20 FPS Q10=4.64 CFS D10=0.72 FT. Q MAX=11.69 CFS TM '11-A-9 N/F $MELTZER DB PCs _ ]ROUTE��OE.5,L, 32 -- PROP. RD. BTi �i��_ — __�� — __ _ _ __ — _ _ _ ___ . _ EX --BF -- 04 '%% 0382 E p 01 4 Eff 77 ,. _ 2 S 14 °4 '54" E 2002 '� _ 02 <" 5 WIRE - ° 1� 80'15111 f f 52.23� r 00 0 00 01 � ,... � �. �, , ,� y - .. - : „ . _ .. yr >aX »=�-, •.- J e : X 5P1' . - _ f � CGPiG SNI 20 3— 7_ EMI! - f 02 00 02 2 rro' 02 — t 02 — 45' t 000 , SANC�'LkAR't'=19""i�0 SEATS FF=103.20 - - `' FIRST FLOOR=8,120 SF �. ,� ` 6» _ BEMENT FLOOR=8,120�SF�� __%``': d ° iq' X 10' o,WITW 6' HIGH BOARD ON BOARD CEO" �,OR SCREENING PURPOSES ` — .-: _ _o • - _: •.-. -gym -"•.• � 1 '\ ` � ..,. �- \ � � wy� 'y v ,� •,,• fit' •,,ti I ``` _ . 'r....a._ ��^y,.+: `-". '..a✓ ' `I -. �f> - . - • • - Y/MG/ � J F Y TM 11-A-12 N/F DICK --` `a.._.. � � � � � 1 �, '`,. � � �.`+�,�.� .. ti, "`. ,� •...,,, ..,, ,.,......_ .-- �, ,, ' .' ,, �d �B 392 PCs 639 .77 � --., '" ``- ^. ,i '✓ � 4 � �` ` � � �� �4'` " ... � ```' � _ THE 4N ACTOR SHALLr NOT DISTURB-�11�TTY LA D/BEYO_WD ` � �°� `° ' `� f °' �- y� �- m ` THIS PROPOSED SILT/SAFETY FENCE THE S_WALE,, SHALL ( - - -REMAIN- GOM-PLETELY UNINS7'URBED jBY�TIiE CO!JTRACTOR. ANY' to DISTURBANCE OF THIS SWALE 'VOID TJiH° SANITARY DISCUARGE��, ''` �. ".,- •` -, �° °` .�'� ,,, '' PER , -WH�I WO JL ADVERSELY AEFE�T THE DEV_E ILO.PME-NT OF THUS °� _ _ - _ a _ 0 , DE!ENT-ION'PD ON M SITE. IT SHALL BE THE CO_NT.9AOTORS RESPO�IBILITY TO ENSURE TINS -DOE'T i`A EN; _NI)_ -THE CONTRAC.TO'I�" SHALL BE RESPONSIBLE IF IT D�QES 411 ZL y 54 EC):// �'SUJM EASEMENT--_ N , TM "i-f � -1-11 ~ 4' `" e 1 .� '" _ _.- - } � ✓tp �' t d l N11 OUR`SAyi0i_,-LU,TWE�414 CHURCH 5'10-�...,, r"eo I., t 1.010 ACRES • t I ,y a '�. •'A FENCE F105 2.0 NOT TO SCALE ,CHANNEL •B' DETAIL A=0.75 AC. C=0.68 S=20.0% V10=6.81 FPS Q10=3.47 CFS D10-0.44 FT. Q MAX=18.55 CFS 30 15 0 30 60 SHENANDOAN POOL FARMS _.- ....- --- � �. -~ "' � � � � �• SCALE: 1 " = 30' -1 ir W W Z Z W 01 0 Lo co 00 cv � i an m Lo � I 0 4 I x LoW 0 0 EU� fs. 0) N Id F A TH O� C ' v MICHAEE llSS` E' LIC FISE�No. �0� 031162 SS. - AL Z a or w J DATE: JAN. 21, 2003 SCALE: 1" = 30' DESIGNED BY: CDR FILE NO. 0551 SHEET 4 OF 7 •'A FENCE F105 2.0 NOT TO SCALE ,CHANNEL •B' DETAIL A=0.75 AC. C=0.68 S=20.0% V10=6.81 FPS Q10=3.47 CFS D10-0.44 FT. Q MAX=18.55 CFS 30 15 0 30 60 SHENANDOAN POOL FARMS _.- ....- --- � �. -~ "' � � � � �• SCALE: 1 " = 30' -1 ir W W Z Z W 01 0 Lo co 00 cv � i an m Lo � I 0 4 I x LoW 0 0 EU� fs. 0) N Id F A TH O� C ' v MICHAEE llSS` E' LIC FISE�No. �0� 031162 SS. - AL Z a or w J DATE: JAN. 21, 2003 SCALE: 1" = 30' DESIGNED BY: CDR FILE NO. 0551 SHEET 4 OF 7 U Q M 0 O N N c� 0 1� 3 7 Ln O to O W U) z Q J d z [Y W W _z 0 z W U z Q !Y W I- J O_ Q IY O In In O O 70 65 i• 551� 50 0 10 20 1 - Rational - 2 Yr - Qp = 4.79 cfs 5 4 +in 3 r, t'Y 2 1 0 0.0 1.8 3.6 5.4 7.2 9.0 10.8 12.6 14.4 16.2 18.0 Time (ruin) / Hyd. 1 2 YR PRE INFLOW lHydrograph Report No. 3 Page 1 Hydrographs by Intallsotve Hydrograph type = Reservoir Storm frequency = 2 yrs Inflow hyd. No. = 2 Max. Elevation = 56.56 ft Peak discharge Time interval Reservoir name Max. Storage = 3.90 cis = 1 min = pond 1 = 0.031 acft Storage Indication method used. Outflow hydrogreph volume = 0.083 acft Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs it cfs cfs cis cfs Cis cfs cis cfs cfs cfs 0.03 2.85 55.29 ----- 0.36 0.36 0.05 4.27 55.58 -- 1.28 ----- ---- ----- --- - -- 1.28 0.07 5.70 65.92 -• 2.47 --- --- --- -_ _- 2.47 0.08 7.12 << 56.13 ----- 2.99 -- --- --- -- ••--- 2.99 0.10 6.53 56.28 --- 3.34 -- - 3.34 0.12 5.93 56.40 -- 3.59 -- --- --- -- -- 3.59 0,13 5.34 56.49 -- 3.75 -- -- --- 3.75 0A5 4.75 56.54 -- 3.85 -- -- --- -- --- - 3.85 0.17 4.15 56.56 << -- 3.90 ---- -- - --- -- --- - 3.90 << 0.18 3.56 56.56 -- - 3.89 -- -- --- -- -- --- -- 3.89 0.20 2.97 56.54 -- 3.85 ---- ----- --- -- -- -- 3.85 0.22 2.37 56.49 - 3.76 ---- ---- - - - - -- 3.78 0.23 1.78 56.42 ----- 3.62 -- --- --- - - - ----- -- 3.62 0.25 1.19 56.33 ---- 3.44 -- --- ---- ----- _- __ -- 3-44 0.27 0.59 56.23 -••. 322 - __ ---- ----- -- ---- 3.22 0.28 0.00 56.11 -- 2.94 -- -- - - ----- -- --- - 2.94 0.30 0.00 55.97 -- 2.5 9 --- --- -- - ----- _-- 2.59 0.32 0.00 55.73 - - 1.81 -- -- --- - -- --- - 1.81 0.33 0.00 55.57 --- 1.21 -- -- --- -- -- -- ---- 1.21 0.35 0.00 55.46 -- - 0.81 ---- ---- -- -- --- ---- 0.81 0.37 0.00 55.38 ---- 0.59 ----- --- -- --- -- -- - 0.59 0.38 0.00 55.32 -- 0.45 - - ---- --- -_ - 0.45 0.40 0.00 55.28 --- 0.35 ---- --- --- -- -- _ _-- 0.35 0.42 0.00 55.25 -- 028 --- -- -- ---- ---- --- 0.28 0.43 0.00 55.22 -- 0.22 --- - --- -- -- -- ---- 0.22 0.45 0.00 55,20 -- 0.18 - - - -- --- --- --- --- 0.18 0.47 0.00 55.18 - 0.15 -- - --- --- 0.15 0.48 0.00 55.17 - 0,13 -_ -- ---- -- - -- -- -- 0.13 0.50 0.00 55.15 0.12 --- - - - --- - -- 0.12 0.52 0.00 55.14 -_ 0.10 --- - - -- -..- - -- 0.10 0.53 0.00 55.13 - 0.09 --- - ---- --- -- -- 0.09 0.55 0.00 55.12 -- 0.08 - - - -•- - -- 0.08 0.57 0.00 55.11 - 0.07 ----- - --- --- --- - ---- 0.07 0.58 0.00 55.11 ----- 10.06 -• -- - -- -- - 0.06 0.60 0.00 55.10 ----- 10.05 _-- ----- ----- --- --- -- 0.05 0.62 0.00 55.10 ---- 13-05 --- --- --- - 0.05 0.63 0.00 55.09 -- :0.04 --- ---- ----- --- --- - 0.04 0.65 0.00 55.09 -- 0.04 -- - -- - n na Continues on next page TOP tt tt z 100 YR STORM IS DETAINED Z W THIN THE POND Z - TOP RISER=S .50 POND BOTTOM as �p000e>� 41' -15 l' CMP a 1,95 io 30 40 50 SCALE: I" = 10' HORIZ P = 5' VERT 60 70 80 90 100 2- Rational -2Yr-Qp=7.12 cfs 8 6 v 4 {Y 2 /_0 0.0 1.8 3.6 5.4 7.2 9.0 10.8 12.6 14.4 16.2 18.0 Time (min) /a Hyd. 2 2 YR POST INFLOW Hydrograph Report Hyd. No. 3 pondl Pagel "ydragow Hydrognou by lnwi uiw Hydrograph type = Reservoir Peak discharge = 4.59 Cis Storm frequency - 10 yrs Time interval = 1 min Inflow hyd. No. = 2 Reservoir name = pond 1 Max. Elevation = 56.97 it Max. Storage = 0.044 acft Storage kWl d-maalad used. 0itrlow hyrk graph volume-0.tW.dt Hydrograph Discharge Table Time Inflow Etavation Civ A Clv B Clv C Ctv D Wr A Wr 8 Wr C Wr D Exfil Outflow (hrs) cts A cfs cis Cis cis cfs cfs cfs CIS cfs cfs 0.02 1.83 55.10 -- 0.05 0.03 3.66 65.36 - 0.54 - - _ 0,54 0.06 5.49 55.73 -•- t.82 -• - - -- - .•-- 122 0.07 T.33 56.07 -•- 2AS - - - -_ - 2.85 0.08 .9.16:sc 56.29 - - 3.38 -_ _ - _ __. 136 0.10 am . 58.51 - 3,60 - - -.-- - -- -- - 3.80 0.1 2 T.63 6 5 ,68 4,11 - . -.. -. _ _ 11 4. 0.13 &V 56,51 --- 4.33 - - -- - - - 4.33 0.16 6.10 56.90 -- 4.48 -- ..--- ---. ---. .-- .-.. 4A8 0,17 5.34 58.95 - 4.b6 - - -• - - - - 4.56 Q18 4,98 66.07 « - 4.59 -• •--•• -- 4.59 « 020 3L82 66.95 ».... 4-56 - _.... .-.. ...- ...._ 4.56 022 3.05 66.91 -- 4.49 - -- -- - -- -- 4.49 0.23 2,29 66.83 - .. 4.37 «-- - _ «._ 427 0,26 1.53 58.73 -- 4.20 - --- -- - ---- - --'- 420 027 0.76 68.01 -. 3.98 - - Me 0.20 0.00 58.48 - 3.70 - - - - - - 3.70 0.30 0.00 56.31 3.39 -- - 3.39 0.32 0.00 66.17 ---• 3.09 --- - •..- -- ---- 8.09 0,33 0.00 56.04 2.78 -- «_ - - --- -- 2.78 0.35 0.00 55.84 220 - - - - -- - -•• 2.20 0,37 0.00 65.84 1 A7 - --- - --- 1.47 0.38 0.00 65.50 0.96 » - -- -• 0.96 0.40 0.00 55.42 - 0.68 - - -- -•-- - -- 0.68 0.42 0.00 55.35 -- 0.51 -- - -» 0.51 0.43 0.00 55.30 - (),49 39 0.39 045 0.00 55.28 -- 031 -- »- - - -- -• -- 0,31 OA7 0.00 65.23 - 0.26 - - - -- --- -•• -• 0.25 OA8 0.00 55.21 ---- 0.20 --- -•- --- -- --• -- -•• 0,20 0.50 0.00 55.19 -- 0.16 - - - -- »• 0,16 0.52 0.00 65.17 - 0.14 - - - -- --- -- --- 0.14 0.53 0100 55,16 - 0.12 - - - -., ^-. -. 0.12 0.55 0.00 55.16 - 0,11 - - - » - -• -• 0.11 0,67 0.00 55.14 - 0.09 - - -.- -- - 0.09 0158 0.00 55,13 -- 0.08 - -- -- - -- -- -- 0.08 0.60 0.00 55.12 --- 0.07 --- --- -- -- -- --- --- 0.07 0.62 0.00 55.11 - 0.06 - - - »_ -.. -.. -_. 0.06 0.68 0.00 55.10 - 0.05 - --- -- - --- --- - 0.05 Ccohnueson neat page SWM INFORMATION TOTAL SITE AREA = 1.01 ACRES DISTURBED SITE AREA = 2.59 ACRES ONSITE PRE -DEVELOPED IMPERVIOUS AREA = 0.00 ACRES Cw Pre = 035 Cw Post = 0.52 Cpre ONSITE 2YR = ­1.01 X 0.35 X 5.30 = 13.00 CFS (5 MIN) Cpre ON51TE 10YR = 1.01 X 0.35 X &.&0 = ]&.(oa CFS (5 MIN) Cpre ONSITE 100YR = 1.01 X 0.35 X 925 = 22.(o9 CFS (5 MIN) Cpost ON51TE UNDETAINED 2YR = 4.42 X 035 X 5.30 = a20 CFS (5 MIN) Cpost ONSITE UNDETAINED IOYR = 4.42 X 0.35 X &.&0 = 10.52 CFS (5 MIN) Cpo5t ONSITE UNDETAINED 100YR = 0.4.42 X 0.35 X (205 = 14.31 CFS (5 MIN) ALLOWABLE POND DISCHARGE Cpo5t 2YR = 13.00(Pre) - 5.20(Post Undetained) = 4.00 CFS (5 MIN) Cpost IOYR = Uo.&a(Pre) - 10S2(Post Undetained) = &,I(o CFS (5 MIN) Cp05t 100YR = 22.h9(Pre) - 14.31(Po5t Undetained) = 83& CFS (5 MIN) OUTFALL NARRATIVE THIS SITE DISCHARGES IT'S STORM WATER IN THREE WAYS. FIRST, 1.13243 ACRES OF UNDETAINED/UNDISTURBED AREA DRAINS INTO AN EXISTING WET WEATHER CHANNEL ONSITE. SECOND, 2.4erol ACRES OF UNDETAINED/UNDISTURBED AREA DRAINS INTO AN EXISTING ONSITE SCALE. THIRD, 25S ACRES OF DETAINED AREA DISCHARGES FROM THE SLUM POND AT RATES LESS THAN THE PRE DEVELOPMENT RATES FOR THE 2 YEAR, 10 YEAR AND 100 YEAR STORM. THE POND DISCHARGES INTO A SCALE OF ADEQUATE CAPACITY AND NO ADVERSE DOWNSTREAM IMPACT SHOULD OCCUR. THEREFORE, IN OUR OPINION, ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN MET. Hydrograph Report Pegr1 Hydra5ow Hydrographs by IntoasoW Hyd. No. 3 pondl Hydrograph type = Reservoir Peak discharge = 5.18 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 2 Reservoir name = pond 1 Max. Elevation = 57.38 it Max. Storage = 0.069 acft Storage Indcaton method used. Outflow hydrograph volume = 0.146 acft Hydrograph Discharge Table Time Inflow Elevation on Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfe CIS CIS CIS cis CIS CIS cfs cis cts 0.02 2.49 55.13 - 0.09 --- -- -• 0.09 0.03 4.98 55.48 - 0.89 -- - - - 0.89 0.05 7.47 55.97 2.59 -- - --- -- 2.59 0.07 9.96 56.24 3.24 --- -- - 3.24 0.08 12.45 << 56.56 3.90 --- ---- ----- 3.90 0.10 11.41 56.89 4.46 ---- - --- -- 4.46 0.12 10.37 57.08 4.76 ----- - --- - 4.76 0.13 9.34 57.19 4.92 ---- -• -- - 4.92 0.15 8. 30 57.28 5.04 - - - 5,04 0.17 7.26 57.33 5.12 --- -- - - - 5.12 0.18 6.22 57.37 5.17 -- -- -- - 5.17 0.20 5.19 57.38 « 5.18 -- -- --- - 5.18 << 0.22 4.15 57.37 5.17 - --- - -- - 5.17 0.23 3.11 57.34 - 5.12 -- ----- --- ---- -- 5.12 0.25 2-07 57.28 ---- 5.05 -- ---- ----- - -- ----- 5.05 0.27 1.04 57.21 - 4.94 ----- --- - -- -- ---- 4.94 0.28 0.00 57.11 4.80 ----- --- --- -- - __ ----- 4.80 0.30 0.00 57.01 -- 4.65 ----- -- -- - - --- 4.65 0.32 0.00 56.63 ---- 4.36 -- - --- - --- ---- 4.36 0.33 0.00 56.65 4.05 - ---- --- -- -- 4.05 0.35 0.00 56.48 314 -- ----- ----- -- - -- 3.74 0.37 0.00 56.33 ---- 3.44 _- --- ---- -- -- - 3.44 0.38 0.00 56.19 -- 3.13 - --- -- _ __ _ 3.13 0.40 0.00 56.06 --- 2-82 ---•- --- ---- -- - - 2.82 0,42 0.00 55.87 -- 2.31 --• -- -- ----- --- ---•- 2.31 0.43 0.00 55.66 --- 1.56 --- -- - --- -- ---- 1.56 0.45 0.00 55.52 --- 1.03 - --• -- -•- - 1.03 0.47 0.00 55.43 0.72 ---- •--•• -- --- - -- 0.72 0.48 0.00 55.36 0.53 -- -- -- --- 0.53 0.50 0.00 55.31 0.40 -._ -•. --• -- -- 0.40 0.52 0.00 55.27 0,32 -- -•--- --• --- - -- 0.32 0.53 0.00 55.24 0.25 --- --- ---- ---- --- -- 0.25 0.55 0.00 55.21 -- 0.20 ---•- -- - -- - 0.20 0.57 0.00 55.19 -- 0.17 ---- -- ---- ----- ---- ---- 0.17 0.58 0.00 55.18 - 0.15 --• -- -- -- --- 0.15 0.60 0.00 55.16 -- 0.13 --• -- --- -- --- --- 0.13 0.62 0.00 55.15 -- 0.11 -- - -- --- --- 0.11 0.63 0.00 55.14 -- 0.10 - -• - -- 0.10 Continues on next page... v Reservoir Report Page 1 Reservoir No. 1 - pond 1 -Hydraflaw Hydrographs by Intolisolve Pond Data Pond storage is based on known contour areas. Average end area method used. Stage / Storage Table -stage (ft) Elevation (h) Contour area (sgft) Incr. Storage (acft) Total storage (acft) 0.00 55.00 00 0.000 0.000 1.00 56.00 1.106 0.013 0.013 2.00 57.00 1.698 0,032 0.045 3.00 58.00 3,820 0.063 0.106 4.00 59.00 4,860 0.100 0208. 5.00 60.00 7,219 0.139 0.348 6.00 60.50 8,561 0,181 0.528 Culvert / Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 15.0 12.0 0.0 0.0 Croat Len It = 12.67 0.00 0.00 0.00 Span In = 15.0 120 0.0 0.0 Crest El. It = 57.50 OM 0.00 0.00 No. Barrels - 1 1 0 0 Weir Coeff. - 3,33 0.00 0.00 0.00 Invert El. it - 56.00 55.00 0.00 0.00 Weir Type = Riser -- - - Length It = 41.0 0.0 0.0 0.0 Multi -Stage = Yes No No No Slope °Y - 1.95 0.00 0.00 0.00 N-Value = .013 .013 .013 .000 OrIl. Coeff. = 0.60 0.60 0.60 0.00 Muld-stage = rVa No No No Exflllration Rate = 0.00 IrVhrtW Taiwater Elev. = 0.00 It Stage / Storage / Discharge Table Stage Storage Elevation Civ A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Exfil Total ft acft It cfe cfs CIS cfs cfs cfe cra cfs CIS cfe 0.00 0.000 55.00 0.00 0.00 "' •-• 0.00 -- -- -- --. 0.00 1.00 0.013 56.00 0.00 2.67 .•. --- 0.00 -- -- --- --- 267 2.00 0.045 57.00 0.00 4.63 --- ... 0.00 -- -- -- -- 4.63 3.00 0.108 68.00 8.92 5.98 - -- 8.92 -- - -- -- 14.90 4.00 0.208 59.00 10.64 7.07 - --• 10.79 -- -•- -•- -- 17.86 5.00 0.348 60.00 1235 8.02 -- -- 12.34 --- -- --- --- 20.37 8.00 0.528 60.50 0.00 6.46 -. -_ 0.00 ... __ ._ .- 8.48 3 - Reservoir - 2 Yr - Qp = 3.90 cfs g 6- 4-- 0.0 5.4 10.8 16.2 21.6 27.0 32.4 37.8 43.2 48.6 54.0 Time (min) ,C Hyd. 2 j' Hyd. 3 2 YR P05T HYDROGRAFH 3- Reservoir -10Yr-Qp=4.59 cfs 10 8 U) 6 V 4 2 0 U, 4_ 0.0 5.3 10fi 15.9 21.2 26.5 31.8 37.1 42.4 47.7 53.0 Time (min) j Hyd. 2 }' Hyd. 3 110 YR POST I-IYD1�'OCRAPN 3 - Reservoir -100 Yr - Qp = 6.18 cfs 15 10 to w V 5 0 0.0 5.5 11.0 16.5 22.0 27.5 33.0 38.5 44.0 49.5 55.0 Time (min) f Hyd. 2 � Hyd. 3 1100 YR P05T NYDROGRAPN pond 1 6 PW 5 4 4- CD 3 01 co 2 1 0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 Storage (acft) STAGE - STOR,4GE V z E °C ° WN In 0 C0 U i ZcoN � Y N N a W Q (D N •j W Qz°'� N a �-• J 0 C N Q - q CY LLJW r. z pF-z� W _z LLJ T W T IZ Q z J X tryLLII W C N O �(D a L_ CD OW U) O o z Q 0 z i i z� w 0 w z - 0 w >F f- W o U U w o 9 w w 0' a W oo Qo N 1-1 00 0�, O � i MICH' L S ""L a LICEIV No. �0.& 031162 G� �SSIONAL U1 �4 ^ Q 1� O 6 W Z E•-,I E-+ � F-+••1 F.Ly E- O O W O DATE: 1/22/03 SCALE: N/A DESIGNED BY:CDR SHEET - 5 OF- -1 0 M a 04 i9 W a tV 0 O O N N_ M 0 3 H W 0 O L0 LO r- W (n 0. Z STONE CON5TRUCT ION ENTRANCE EROSION AND SEDIMENT CONTROL NARRATIVE: W 10, MIN. PROJECT DESCRIPTION Uj A EXISTING PAVEMENT 0 N S I T E TYPICAL PAVEMENT SECTION THE PROPERTY 15 LOCATED IN SHAWNEE DISTRICT, FREDERICK COUNTY APPROXIMATELY 35 MILES FROM THE INTERSECTION OF RTE 1-51 AND RTE 50. TH15 51TE 15 z 3' TO BE DEVELOPED IN ITS ENTIRETY. SWM WILL BE TAKEN CARE OF OFF -SITE BY AN EXISTING POND. THE TOTAL PROPERTY CONSISTS OF llal ACRES OF WHICH NOT TO SCALE APPROXIMATELY 259 ACRES WILL BE DISTURBED FOR THE CONSTRUCTION OF THE BUILDING AND PARKING. OUNTABLE Z FILTER CLOT 6' MIN. A BERM (OPTIONAL) EXISTING SITE CONDITIONS SIDE ELEVATION LIGHT PAVEMENT SECTION THE SITE 15 CURRENTLY VACANT AND CONSISTS MOSTLY OF WOODED AREAS. SLOPES RANGE FROM 1 TO 13 PERCENT THROUGHOUT THE PROPERTY. W 0 1:0 CQ LO co EXISTING 7m' MIN. 0 SM - 2A ADJACENT PROPERTY > -t e GjJ12' . THE SITE IS BOUNDED BY RTE 50 TO THE EAST, AND BY RESIDENTIALY ZONED PROPERTY TO THE SOUTHAEST AND NORTH. a °' 5 L� Co o��� Im' MIN. ----1 3.0" BM-2 0 0 1:�2 CO LO EROSION AND SEDIMENT CONTROL MEASURES � � I EXISTI �� to 21-B BASE UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CON5TRUCTrED AND MAINTAINED Z � x � MIN• PAVEMENT STONE ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). W 'b °�' o rn POSITIVE DINS RAINAGE I0' MIN STRUCTURAL MEASURES aLn mot COURSE AGGREGATE B TO SEDIMENT �_ F DEVICE A CONSTRUCTION ENTRANCE WITH WA5HRACK SHALL BE PROVIDED TO THE SITE FROM ROUTE RTE. 50. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY ° °' • MUST EXTEND FULL LUIDTH OF SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. � H �. INGRESS AND EGRESS OPERATIONi DLANVIEW PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. m U1 Ul N (u 12' MIN. VEGETATIVE MEASURES 3° MIN PERMANENT OR TEMPORARY 501L STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING I5 REACHED ON ANY W 3° MIN. I I PORTION OF THE SITE. TEMPORARY 501L STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT II III II I j� K EX EP WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS TrWAT ARE LEFT DORMANT FILTER CLOT{--' SECTION A -A R W VARIES 12' FOR MORE THAN SIX (6) MONTHS. 2 n SURFACE SM-12.5A LIMITS OF BITUMINOUS SURFACE OR SM-9.5A TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/l TEMPORARY VEGETATION IMMEDIATELY AFTER 5, GRADING. •: ' '. '<�' "- ' = ; =: : t - ; :`.I, : •: '.;- '�� : '' POINT OF 6" BASE FINISHED GRADE BM-25 ALL FILL AREAS AND POND EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR z PERMANENT VEGETATIVE COVER. 0 �01E 3:1 U) ALL FILL FILL SLOPES OF 2:1 OR GREATER SHOULD HAVE MATTING AND GROAN VETCH TO PREVENT EROSION AND ALLOW FOR LOW MAINTENANCE AS IT IS DIFFICULT REINFORCED CONCRE SECTION B-B DRAIN SPACE 2" TYPE 1 SUBBASE TO MOW A SLOPE WITH A 2:1 RATIO. W LIMITS OF SUBBASE AGGR. BASE 21-B COMPACTED SUBGRADE SHALL BE COMPACTED MANAGEMENT STRATEGIES TO 95.9." DENSITY AT OPTIMUM MOISTURE CONTENT PER VOOT VTM-1 METHOD CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. CONSTRUCTION OF A SILT FENCE "OTE • (WITH WIRE SUPPORT) ULTIMATE PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING PAVEMENT SECTION ON ROUTE 50. THE CONTRACTOR SHALL PERFORM A SEDIMENT TRAPPING MEA5URE5 SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. TEST BORING FOR VERIFICATION PURPOSES. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. STANDARD TYPICAL SECTION FOR Q ENTRANCES, TURN LANES AND TAPER DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM ER05ION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECE55ARY DUE TO (NO C & G WITH TURN LANES OR TAPER) CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL ME45URES TO TH05E SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN T1HE VETCH. PAVEMENT DESIGN BASED ON A EUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED MAINTENANCE Gr / PAVEMENT SECTION THIG041255 PRIOR TO CONSTRUCTION ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE t0 BE `• �A - 1 REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE. THAT A GOOD 5TA14D 15 MAINTAINED. AREAS SHALL BE o c../ ' FERTILIZED AND RESEEDED AS NEEDED. IS U ICHAE SR I LI TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. O 031162N0. FLOW 11" I II I T YP'I CAL TMENT _ SSIONAL III -- III TI-II, GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL 15 CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR 4 SOIL STABILIZATION MATTING REPLACED. 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. SL Ol � INS TALL�1 TIO.N PERMANENT �aTABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING.. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 332 OF THE VETCH. SE E D I NCB NOTE 5: U FILL SLOPE SECTION �� 1. TOPSOIL 5HALL BE SPREAD AT A DEPTH OF 4'. 2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE IIII t. -. SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY Q 5' NOTE: SLOPE SURFACE OF 92 LBS. PER 1000 5F. (2 TONS PER ACRE). Mr / I I ' DOWNSLOPE FOR BEST RESULTS. Q SHALL BE SMOOTH AND FREE OF 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 5F. (1000 L55. PER ACRE). 4. SEED MIX SHALL CON515T OF 61% KENTUCKY 31 TALL FESUE AND 33% 5ERICEA LE5PEDEZA FLOW // Q ROCKS, LUMPS OF APPLIED AT THE RATE OF 120 LBS. PER ACRE, DIRT, GRASS AND STICKS. MAT SHALL 5. STRAW MULCT I SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. III 5 BEN ACEDCE PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Q S FOR PROPER SOIL OF 200 GALLONS PER ACRE. Z � 0 CONTACT. FILTER FABRIC Q �p��Q� 4' - �� NOTES : U 2 MAN Q �o� Q� OVFPt�v 1. A LAND DISTURBANCE PERMIT NEEDS TO BE APPLIED FOR (2 LRE � I � AND ISSUED BY THE FREDERIGK COUNTY PUBLIC WORKS E �-I 10 - 1' DEPARTMENT PRIOR TO INITIATING ANY SITE WORK. CG-7 E-a _1 11 1 2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. NOTHsSrrEM MAY BE PRECAST OR CAST IN PLACE. Q' 04 1� SOURCE: Adapted from Installation of Straw and Fabric Filter Harriers for Sediment Control, PIATE. 3.05-1 SheXWODd A Tyant ` Q DIRT SHALL BE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, O W O TAMPERED PRIOR 4000 PSI IF PRECAST. TO LAYING TOP LAP OVER CG-11 3. COMBINATION CURB &GUTTER HAVING ARADIUS � ,,° -°, d . OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL tview to b. os A.� '00010�' J (naau: � � w BE PAID FOR AS RADIAL COMBINATION CURB do etawn on plan) .now° on pbrr.) GUTTER T �`MP O RA R Y DIVER DIVERSION DIKE BERM �t2 L C-=0o d / I L 12• e I 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE ` ° ) QQ��/ I I CURB AND GUTTER SHALL BE CONSTRUCTEDcc �f! T TOE it B I 0 + + PARALLEL TO THE SLOPE OF SUBBASE W MAINTAIN SLOPE ANGLE TRENCH INTO BERM AND COURSES AND TO THE DEPTH OF THE ` 6. ® i I * s' M. fa (/LI S. ;, : ,-- _ PAVEMENT. ��� � Ure 1,cw+O O PROGRESS DOWNSLOPE ----- 5. THIS CURB MAY BE USED WITH ANY DESIGN SPEED j °A Exparulan doi°t BUT IS REQUIRED WHEN DESIGN SPEED IS GREATER W 1 A J a l SECTION C-C THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH rr W eat. mm, 'e' e-o' Cur w L+dnlm roadway IN DEVELOPED URBAN & SUBURBAN AREAS. > PLAN VIEW BE TIED INTO EXISTING lie WHEN THIS STANDARD IS TRANSITION O BE MADE WITHIN RIER B, THE RCHANGE TMADE Compacted Soil SLOPE LINING SLOPE LINING TOP OF CUT SLOPE 110. OR THE IN STANDARDS AT REGULAR OPENINGS. " (WET SLOPE) "1- �•.`. DRY SLOPE) 2" R 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER A USED, THE STANDARD ENTRANCE GUTTERS RE STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE 1 8 min. �- Flow _ _ ;•Y4-M 2-1- 5' to' Po,vboik Curve �� M C«mVuet code charges with o I 1 w R THE MOUNTABLE CURB CONFIGURATION INCORPORATED. Edge oe el,ou+der porobaUc curve. or opaorol Flow u. y� o; e'° ® D teem Sea Cc-tt I. u.ed }r entrv,e . °unt I °,dam vow P .*, TREATMENT - 2 POLYPROPELYENE 2,paoso-d NON -WOVEN ,� � ® )l Ire P.Wr.rd char be eamiruchd 1 ' 7, dd w enti +� s� cap I D *WW=W� m*W° so' o..nebl. w. cea.a.aal Erd.. tn..nbanee) ° ° °' .• a 4 a -.e '- ° 4.5 (NEEDLE PUNCHED) TN RCE TREATMENT - 2 O GEOTEXTILE FILTER R 500 R) F�LC� O QO�f IE CLOTH (BEHIND pR (P TREATMENT �F WPTER s "`` SECTION A - A ♦ Roaoi curb a °°"'"°°'a° curb = A -' _� - ° be °� 9�' + �'t ° beyond a" � Era need � e - 4 o- 4 THE BOTTOM OF THE CURB AND Guidelines for Grade Change D rVIoca°M't pum s < -_ _- _-- --- GUTTER MAY BE CONSTRUCTED � used in - PARALLEL. TO THE SLOPE OF � w O min. - 2) mniuec ae..a . ra�.m thl. --� Smneard is to emNwasjwew to nl the SUBBASE COURSES PROVIDED A mantabw curb eaMlquatlon. Hldf (mm Mm +t100 VPD) o s : THIS AREA MAY BE CONCRETE AT I 7� 2r-Or' MIN. DEPTH OF 7' IS MAINTAINED DATE: JAN. 21, 2003 S. Shard Cr+z for Curb Rae* del IL THE OPTION OF THE CONTRACTOR P TPB�E BOTTOM OF FILL SLOPE u.aun roao +isoo Sao) s 3 z e x m be cued w+a this Sta,ward Iw tMse than Soo Mo) <_ e x e z ®Wtrudr a''.�ta�krpp�'�rsn,�t. aatkYwemy traMc. b. to eornia.roda, .Iwaw ghwnh _ }4.� vc:, °9 aM d.otn O} odloc.nt arala..d .. taxer- yl .�1,"• * oDff- rnay be lend for.Mtr_ in cut .ecaa,w SCALE: 1" = 30' BOTTOM OF CUT SLOPE -- 4' OR SHOULDER OpUOeal fl0wrn* may rwoutrw wapY,p of a ports° of Wdr to prel Wang of wotr. SOURCE: VA. DSWC PLATE 3.09-1 BOTTOM OF CUT SLOPE BREAK POINT METHOD OF TREATMENT- COMBINATION 4" CURB & CUTTER SPECIl ° DESIGNED BY: CDR SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36-5 CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES105 MR+w DEpMMM of YPMS W�noN za,.os [201,04 VIRGINIA DEPARTMENT OF T(RANSPORT'ATION FILE N0. 0551 SHEET 6 OF 7 9 0 IF SEPTIC TP SEE NOTE PLAN VIEW GASKET NON -CORROSIVE CLAMP EVERY 2 FT. - TOP OF TANK FLUSH WITH BOTTOM OF CONCRETE LID WITHIN 1 1/2' SEE sErl rAMC_J QrE 3. NON -CORROSIVE CLAMP EVERY 2 FT RISER NON -CORROSIVE CLAMP EVERY 2 FT FAST® AIR LIFT BLOWER SEE DRAWIN MICROFAST 1.5 L 4' VENT SEE DRAWIN MICROFAST® 1.5 L 47.75' (121.3cm) 750 GAL (2839 L> SETTLING "TRFATMENT5 GAL 10, ZONE 64,8 L) (25 ACCESS TO INSPECT PUMP OUTS MUST BE PROVIDED NOTE 9. -3'(7.6 ) MIN. b•as.2a,) DIA. HOLE SEE NOTE 3� SETTLING - ZONE 750 GALLON (2839 L) NON. L19M CAPACITY ELEVATI❑N (050.8cn) FAST® AIR LIFT (050.8cn) GASKET GASKET NON -CORROSIVE CLAMP EVERY 2 FT-n) 2' AIR 2' AIR SUPPLY SUPPLY LINE LINE ASKET II h-rTl -GASKET NON -CORROSIVE -� CLAMP EVERY 2 FT FASTO AIR SUPPLY AIR LIFT ❑PTI❑NS (SEE NOTE 5) NOTES 1. SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSI❑N BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG EXTENSIONS. 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK, PLACE BOLTS AT ❑PP❑SITE CORNERS OF THE LEG EXTENSI❑N BASE. 3. TO ELONGATE FOOT PAST THE PROVIDED 12-, CUT THE 3.9' LEG EXTENSI❑N IN THE CENTER INTO TWO SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTI❑NS OF THE LEG EXTENSI❑NS. 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. 5, THE AIR SUPPLY LINE INTO THE FAST O UNIT MUST BE SECURED S❑ AS TO PREVENT DAMAGE FROM PIPE VIBRATION. 6. SEE ALL NOTES ON MCF 1,5 L DRAWING, 7. IF LEGS ARE EXTENDED PAST 48', USE OF SCHED 80 OR STRONGER PIPE IS RECOMMENDED. IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. Date: 7-01-02 BID- MICRO1 ° MicroFAST® 1.5 F --- II N O O R P O R A T N D Ifs's'.is.z.a�l by BMI NOTES I. BLOWER MUST BE WITHIN 100 FEET (30.5m) OF FAST (DUNIT AND USE A MAXIMUM OF 4 ELBOWS 3• IN THE PIPING SYSTEM (@ 100 FT). FOR (8-cm) DISTANCES GREATER THAN 100 FT --CONSULT FACTORY. BLOWER BASE MUST BE LOCATED ABOVE NORMAL FLOOD LEVELS, 2• VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER TO AVOID INFILTRATION. CAP WITH 6' m) VENT GRATE W/AT LEAST 9.1 SO. IN. OPEN SURFACE AREA, SECURE WITH STAINLESS A STEEL SCREWS (SEE MCF 1.5 X DRAWING), ORI RUN VENT TO DESIRED LOCATION AND COVER OPENING WITH MIN. 4' VENT GRATE W/AT LEAST 9.1 SO, IN, OPEN SURFACE AREA, FIR FAST® SECURE WITH STAINLESS STEEL SCREWS. n SIT IN Tax. VENT MUST NOT ALLOW EXCESS MOISTURE BUILDUP OR BACK PRESSURE. WITH MOD 3. ALL APPURTENANCES TO FAST ®v sio-MEE Rai (e,g. SEPTIC TANK, PUMPDUTS, ETC.) MUST AND DRAWING CONFORM TO ALL COUNTRY, STATE, IOCROF•AST913 X PROVINCE, AND LOCAL CODES. 4. BLOWER CONTROL SYSTEM BY BIO- MICROBICS, INC. 5. COPYRIGHT (C) 2001, BID-MICROBICS, INC. 6. MUST INCREASE TANK SIZE BY 20% IF O.Ecm) 4 UMM VENTING PIPE ELECTRIC SEE NOTE 2. C[NDU1T MINIMUM ❑F 10 INCHES IS USED BETWEEN s u52cR7 ! RCCBL THE UNIT AND THE BASE OF TANK. OBSERVATION PORT SYSTEM) CONSULT FACTORY FOR APPROVAL, MOUNTING HARDWARE Z. C3W MIN SEE NOTE 4. JOINT MUST BE f BLOWER PIMG 7, THE PRIMARY COMPARTMENT MAY BE A WATERTIGHT. SEPARATE TANK. L 8. FOUR LEG EXTENSIONS MAY BE USED TO STAND UNIT IN TANK ELIMINATING NEED L -6.25' u6cm> FOR LID, SEE MCF 1.5 X & F DRAWING 2 AND REFER TO INSTALLATION MANUAL FOR MORE DETAILS. 15' (38cm) 9. THERE IS AN OPTION OF EITHER PLACING A PIPE CAP ON THE TOP OF THE INFLUENT 46.5' TEE OR EXTENDING THE BAFFLE SEPARATING <ttecm) THE TWO ZONES ALL THE WAY TO THE TOP TREATMENT OF THE CONCRETE TANK. IF USING THE ZONE 4' DIA (10a) PIPE CAP OPTION, THE BAFFLE MUST EXTEND ,lam AST®TREATED AT LEAST 3' PAST THE WATER LEVEL IN GAMO EFFLUENT THE TANK AS SHOWN IN THE DRAWING. (4259 L) MR LIOUID CAPACITY IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS AR -� MIN . iD' SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. SEE NOTE Date: 7-01-02 SEE NOTE 5. MICRO FAST® INSERT (BY BID-MICROBICS) BIO- MICROBIC S ° Micro FAST® 1.5 L IMooRPORwTeo m r-ir.ir,. w. e7N VIEW A -A by BMI SEE DRAWING MICR13FASYO 1.5 X AND NOTE 2 FOR VENTING OPTIONS Specifications For MicroFAST 1.5 Wastewater Treatment System 1. GENERAL 5. REMOTE MOUNTED BLOWER Wastewater treatment systems work The contractor shalt furnish and The blower shall be mounted remote, best when Influent flow is delivered as Install (1) MIcroFAST 1.5 treatment up to 100 feet (30.5 M) maximum, from consistently as possible. When Influent system as manufactured by the RetroFAST unit on a contractor flow Is controlled (either by pump or Blo-Mlcroblcs, Inc. The treatment supplied concrete base. The blower other means) to the FAST system to system shalt be complete with all elevation must be higher than the help with highly variable flow conditions, needed equipment as shown on the normal flood level. A two-piece, then multiple feeding events should be drawings and specified herein, rectangular housing shall be provided used to help assure even flow, optimum with tamper -proof screws. The performance, and reliability. The principal items of equipment shall discharge air line from the blower to include FAST System insert, insert lid the RetroFAST shall be provided and 10, WARRANTY (or leg extensions if that option is installed by the contractor, The manufacturer of the MicroFAST 1.5 chosen), blower assembly, blower treatment system shall warrant for controls and alarms. The MIcroFAST 1.5 6,ELECTRICAL three years from the date of unit shalt be situated within a 1,875 The electrical source should be within shipment or two years form the date Gallon (7098 L) minimum tank, as shown 150 feet of the blower. Consult local of start-up, whichever occurs first, on the plans. Tank(s) must conform to code for longer wiring distances. The that the equipment they provide will Local, state, and all other appticable Input power required for the blower Is be free from defects In material and codes, The contractor shall provide 115✓230 Volts, Single Phase, 60/50 workmanship, coordination between the FAST system Hertz, 5.6/2.8 Full Load Amps, minimum and tank supplier with regard to wire size is 14 A,W,G. (Locked Rotor In the event a mechanical component fails fabrication of the tank, installation of Amps are 23.2/11.6). All conduit and to perform as specified or is proven the FAST unit and delivery to the ,Job wiring between the electrical control defective in service during the site. panel, the power supply, and the warranty period, the manufacturer blower shall be furnished and Installed shall repair or replace such defective 2. OPERATING CONDITIONS by the contractor. parts. (Cost of labor on The MIcroFAST 1.5 treatment system repair/replacement Is not covered shall be capable of treating the 7, INSTALLATION AND OPERATING under this warranty.) The replacement wastewater produced by typical family INSTRUCTIONS or repair of those items normally activities (bath, laundry, kitchen, etc.) All work must be done in accordance consumed in service such as air filter, ranging from (6) six to (21) twenty-one with local codes and regulations. etc., shall be considered as part of persons and not to exceed 1,500 US Installation of the MicroFAST 1.5 shall routine maintenance and upkeep, Gallons per day (5678 LPD). be done in accordance with the written instructions provided by the It Is not Intended that the 3. MEDIA manufacturer. manufacturer assume responsibility for The FAST media shall be manufactured contingent liabilities or consequential of rigid PVC or polyethylene and It 8. OPTIONAL CONTROL PANEL damages of any nature resulting from shall be supported by the polyethylene The alarm system shall consist of a defects in design, material or insert. The media shall be fixed in visual and audible alarm to indicate workmanship, or delays in delivery. position and contain no moving or loss of power to the blower, A replacement, or otherwise, wearing parts and shall not corrode, manual silence switch is included. The media shall be designed and Installed to ensure that sloughed 9. FLOW & PIPE SIZING solids Immediately descend through the Each FAST module Is provided with a media to the bottom of the septic standard (4) four Inch effluent pipe tank. hole and gasket. The maximum free or unrestricted flow with a four inch 4.BLOWER effluent pipe is 90 U,S. Gallons per The MicroFAST 1.5 unit shall come minute (341 LPM), or 45 U.S. GPM (170 equipped with a regenerative type LPM) with a 2.0 design safety factor. blower capable Of delivering 25-40 CFM, An optional (6) six Inch hole and IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE The blower assembly shall include an gasket can be utilized on the same SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. Inlet filter with metal filter element. centerline dimension or up to 2 Inches Date 7-01-02 (5 cm) higher. Maximum free or unrestricted flow with a 6 Inch BID- • MieroFAST ® 1 .5 $ effluent pipe is 260 GPM (984 LPM) or BI MICROBICS 130 GPM (492 LPM) with a 2.0 design INOOAPONATX0 safety factor, LIZ- '" OY BMI fRCUTE 50 E.B,L. Cam..-..____.•__._-._-_-._._•--_...-._� -.-.. _.__-___----.._�_�__..._. _ .._-.+___..._._.._._ _. j'3 L, 4 610 E �'�e»sw - El' _ _ _ -. �1,wL ;�.: ,-.+=w�....�-�.`_ .,.-» '-'tr-- ,.'�'.»-rn rr--:,�`��ur '�:� -'_,,.^`�`.,-,-.,u•`- :a----� �� .,.7'. -.�.m `�-.--..:�.�-„'.': '- �'" os-¢'.a'°»`--'�Ya`'��,�"�' f .. .._ m... ..._.. .�.._. EX. EG LOCATK;W' aw...,..-,........{d.: .«.,. w..... ...r.... "`.p "`•` Will 1111� .� .2002 w c - O/I-i UJIR l q t s� 26'-4'''�,SCN,, 40"° W.. = G � ^o, - ' ' i q GRAVITY LINE �,,`�, •� t S o L • '�e - 4 - - - _ - ` s.�:: =� = :.- - a y; � = r i 84 IN NW i �• . e3J )�,GE PI)`N 00 _ !o i 0 R OUDS-:�=- L�R F CE �. I i ( A b �.:: -•, 4 1 _ PRO E" Rll�- I;UP °hW ti ROM REDUCE ON \% _ �sANy�c-TARY:1°J'r 0 s1=ATs v°,a � `'`� � -.� `4,. 81 �"'`� 5F■93.82 - :::.":'';`-: •-. fJ , Xlz' aFIRST FLOOR=8,120 SF\BASEMENT FLOOR=8,120SF -40, x 10''CONC DUMPSTE�AD - �:::i'-..:: - - • _ � ✓ ,-' WITK ro' HIGH 50ARD ON WARD M CE R SCREI=NINCs PURF'05E5 / 50 �, SEWAGE °�, �,� `°. ,`" ` �Sne►, ~� O ESMT. PERK 12 C 5-6 0-4 0 `X oa (� \ - � 'h � M ���GNp� �`' y�-�Y�,; �.�:: -_ ».....-. •r"'' �. `::a%: -_.."p•,`✓' •J la 504 � L "CX. Df Y Cl A\\ ELEVATIONS SHOWN AR APPROXIIt{�1ATE. �'�� C - ' ' r ` rl�=rR '" `� - -- CONTRACTOR ,HAL AqIU57\\ELEVATION,�� �`r� •�• . - - 6 r `� -®--- ,..•+...- --"-- ".'"• � °�,, �,'�`` � � "- DET,�.NT_1Did'PONp,� '`Y .�" - �' � rr. T PROPOSED 5WM EASEMENT O �a TM "I1-1-II OUWSAVICjP �I.IIJdEr�,41�CHURCH 4 o DB 588 F'Cx 5"10 '1.010 ACRES `` `..,� � �'\ �, ,r""" rr ...... _......».• ` ... -,.--a '"' �,: f / _..-�' ✓j � ter'' 1✓ -' """� �, ,,°`p,�� CA °� 1.75' 5' 2' (5cm) \Y.JI_I•Ir TYP • (39.4cm) Lam. e u N M r-, a; (ll 1,75' I- <4TScm> 26' (66 cm) -I BLOWER HOUSING BASE DIMENSIONS (SECTION A -A) I I_ 4' (10.2cm) T--T 2' MIN. AIR PIPING I r-F if 1-I I _I I (- ELECTRICAL CONDUIT (TO RIMR CONTRA SYSTEM) NDS 6' GRATE (6-034 ROUNDGRATE) W/9 SO IN OPEN SURFACE AREA OR EQUIVALENT SECURED WITH STAINLESS e STEEL SCREWS • • o 6' (15.2cm) --1 VENTS W/FAST LID BLOWER V/ HOOD (BY BIG-MICROBICS) (50 A CONCRETE BASE (10. 6' A OBSEDIRVATION PORT BLOWER H❑USING DIMENSIONS ANCHOR BOLTS BOLT LEG EXTENSION SEE NOTE 2. TO ORIGINAL FAIT. SEE NOTE 1. SEE - ORIGINAL NOTE 4. - ORIGINAL FOOT FnOT _ 7, (18.4c4Cm) O 4' SCHEDULE 40 PVC PIPE CUT 3.12' 8 .) SECTION 8' I (30.5cm) 9 (20.3cm) t- TYP ANCHOR BOLTS L SEE NOTE 2, PLAN VIEW - 12, LEG EXTENSION LEGVIDED EXTENSION SEE NOTE 3. MODIFIED LEG EXTENSION WITH 4' PVC PIPE NOTES 1. SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG EXTENSIONS. 2, ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK. PLACE BOLTS AT OPPOSITE CORNERS OF THE LEG EXTENSION BASE, 3. TO ELONGATE FOOT PAST THE PROVIDED 12', CUT THE 3.9' LEG EXTENSION IN THE CENTER INT❑ TWO SEPARATE PIECES, THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF THE LEG EXTENSIONS. 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS, 5. VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER TO AVID INFILTRATION. CAP WITH 6' VENT GRATE W/AT LEAST 9A SQ.IN. OF OPEN SURFACE AREA, SECURE WITH STAINLESS STEEL SCREWS (SEE MCF 1.5 L DWG> OR, RUN VENT TO DESIRED LOCATION AND COVER OPENING WITH MIN. 4' VENT GRATE W/AT LEAST 9.1 SQ. IN. OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS. VENT MUST NOT ALLOW EXCESS MOISTURE BUILDUP OR BACK PRESSURE. IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. Date: 7-01-02 BID' MICROBICS-I° Micro FAST® 1.5 S INOORr POIIATHO m ICI Ism .Myer. °'m by BMI CASCADE AERATOR DETAIL 1 '-10 6,. " -►1 Ir. TyP•._l 4' PVC PIPE --►{6" A 117 A N.T.S. 9 RUNS ® 1' - 10" = 16' - 6" INV. 719.5 EXTEND PIPE 2' BEYOND FACE OF WALL TO FACILITATE (pf SAMPLING // 2 - #4 BARS EVENLY SPACED 3000 PSI CONCRETE NOTE: MAY BE CONSTRUCTED OUT OF MASONRY UNITS HOWEVER TOP OF EACH STEP MUST BE ONE PIECE PROFILE VIEW N.T.S. 714.5 TM 11-A-12 WF DICK FENCE 1' - 4" . I r-I tea- PVC 2 - /4 BARs SPACED AS SECTION A -A SHOWN O W W WN O cfl C,.CI ^' `� d .5 Ni 61 W • r-I 110 O I O Z'x+ F, Lo C\2 W � '' '0U '-I Q) E - w � I•„I ID O �1 bb 0 W i/) O H i Ei Q Mr U a Z T� V 1 cc a W W o w a F-H 0 co Im D 0 DATE: JAN. 21, 2003 SCALE: 1" = 50' DESIGNED BY: EMH FILE NO. 0551 SHEET 7 OF 7 0 W Q Ln ch 0 (*) 0 0 N ch 0 3 W C 0 L L0 0 W U) Z Q J W c7 Z W W W Z (D Z _W 0 Z Q o' W J 0 Q U) 0 LO Ln 0 i~ 0 GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and 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 and prior to placement. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 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. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 24. All proposed outdoor lighting shall be shielded to minimize possible light pollution on aircraft on the approach path for Runway 32 at Winchester Regional Airport. UTILITY CONTA CTS Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Power: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 Phone: Verizon P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 MISS UTILITY 1-800-257-7777 LECEND PDOT GENERAL NOTES EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR 33 330 V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and 40 Sediment Control Regulations and any other state, federal or local regulations applicable. In the PROPOSED CONTOUR event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING EDGE OF PAVEMENT EX E/P govern. PROP E/P PROPOSED EDGE OF PAVEMENT V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EX C&G Health Administration and VOSH Rules and Regulations. EXISTING CURB AND GUTTER PROP C&G V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall PROPOSED CURB AND GUTTER be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all CG-6 CG-6R traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and TRANSITION FROM CG-6 TO CG-6R Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including PROPOSED TELEPHONE LINE T T 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 STORM SEWER EX. 15' RCP be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. PROP. 15' RCP y PROPOSED STORM SEWER V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of EXISTING SANITARY SEWER any field revision will be the responsibility of the developer. PROPOSED SANITARY SEWER S S V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING ELECTRIC SERVICE P land use permits for any work on VDOT right-of-way. PROPOSED ELECTRIC SERVICE P ; V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County EXISTING GAS LINE r agencies, utility companies and VDOT prior to initiation of work. PROPOSED GAS LINE -G V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. PROPERTY LINE V9. The contractor will be responsible for maintaining adequate access to the project from the FLOW LINE _ - -� - - -► - adjacent public roadway through construction and maintenance of a construction entrance in FENCELINE X * X X * X X x X X accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The EXISTING POWER POLE Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation EXISTING TELEPHONE POLE b control devices and measures for proper installation and deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. EXISTING WATERLINE W/ TEE W ' T' V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and PROPOSED WATERLINE W/ TEE w +' ' T' �+ at the end of construction. EXISTING FIRE HYDRANT c� Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. EXISTING WATER VALVE w e u V12. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED WATER METER m immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING REDUCER v " PROPOSED REDUCER V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative STOP SIGN II shall be present to insure the sample obtained is representative of the location. When soil samples HANDICAP RAMP (CG-12) are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL according to all applicable VDOT standards. STANDARD RAMP CONSTRUCTION V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified TEST PIT LOCATION 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. HANDICAP PARKING H/C V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. VEHICLES PER DAY COUNT 100 V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall PROPOSED BUILDING ENTRANCE meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT markings must be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed PROPOSED STREET NAME SIGN } a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on PROPOSED SANITARY LATERAL CLEANOUT VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. SANITARY MANHOLE INDENTIFIER 12 V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be STORM DRAIN STRUCTURE IDENTIFIER O provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. - - Aggregate bases and sub bases shall be placed on the sub grade by means of a mechanical EASEMENT LINE - - - - - - spreader. Density will be determined using the density control strip as specified in VDOT's Road and CENTERLINE Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In additions to EXISTING SPOT ELEVATION 12.0 checking stone depths, a VDOT representative shall be notified and given the opportunity to be + present during the construction and testing of the density control strip. PROPOSED SPOT ELEVATION 7153 V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road EXISTING TREE DRIP LINE and Bridge Specifications -Section 315. Density will be determined using the density control strip as 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 0�) 15'OAK 15' PINE shall be notified and given the opportunity to be present during the construction and testing of the control strip. PROPOSED TREE OAK V21. Approval of these plans shall expire three (3) years from the date of the approval letter. V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. TRIP CENERA TION DATA WEEKDAY 9.11 PER 1000 SF. 8,120 SF_ / 1000 = 6.12 5.12 . 9.11 = 13.131 VPD SUNDAY 36.63 PER 1000 SF. 5,120 SF_ / 1000 = 8.12 5.12. 36.63 = 291.44 VPD SHEET INDEX COVER SHEET EROSION CONTROL SITE PLAN CzRADINCx PLAN SWM COMPS. DETAILS ON -SITE SANITARY SYSTEM SHEET I SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 1 VICINITY MAP SCALE 1'=10001____ B '"B 74 77B e s a 74D 2C 6 74A ° `� 0 77D 476-111 D s SI 76A 4 77A tQ 9 CANE � 73 G E 3/NE BAY ° F 72 9 12 ° (C20-(A)-13) ion 88 8C I `J 70 � 8A 13 ° 72 69 6B 7A PROJECT INI'ORMA 7IOA1 �4, CD ,D w w N Cd Co �j L� _d_ Q (U CD W dD -� lf) I m 0 U-) (U .� ° -0 5- 1 1 1 1 N Oo S � u 7 W 3 u a QJ x �3 �� Ln � oti O, 0 S_ a, T i QJ w 0 STREET ADDRESS__ P.O. BOX 2253 Z MAGISTERIAL DISTRICT SHAWNEE DISTRICT El PARCEL IDENTIFICATION NO, _ T.M. # 77-A-11 II LOT AREA 7,01 ACRES H W DISTURBED AREA 2.59 ACRES CURRENT ZONING _ RA CURRENT USE VACANT PROPOSED USE CHURCH (NO ACCESSORY USE'S PROPOSED) SETBACKS - BUILDINGS FRONT; 60' PROPSOSED: FRONT: 77,58' SIDE: 50' SIDE: 174,66' REAR: 50' REAR: 237,14' W BUILDING HEIGHT: MAXIMUM 35' PR❑POSED=30' ~ Q Q SIGNS: GROUND MOUNTED OUTDOOR LIGHTING; BUILDING MOUNTED OUTDOOR STORAGE: NONE F.A.R. CALCULATIONS PARKING CALCULATIONS LOT AREA = 1.01 ACRES REQUIIRED 1 SPACE FOR EACH 3 SEATS PROPOSED CHURCH PROP SEATING = 198 TOTAL=16,240 SF. / 03125 ACRES ALLOWABLE F.A.R. = PROPOSED F.A.R. = 0.0532 REQ. SPACES = 66 LANDSCAPING CALCULATIONS NOTE: PROP SPACES = 10 HANDICAP PARKING REQ. SPACES = 3 PROP SPACES = 4 During construction all cranes shall have an aviation obstruction flag and/or obstruction light visible during operations and must be lowered at night, unless lit. Inteinded hours and dates of operation need to be coordinated with Mr. David Foley, Airport Operations Supervrisor no less than twenty-four hours prior to start. SEAL p,L T$ o MICHAE 1�. S ICKL Y � 141D3 LICENSE No. 031162 ,'%NAL PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WIT COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED I THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. ,1N LgSITE 1�I-AN A�gC�61�OVIED 5.� Oi - 03 Project Name: CO PER SHEET Z Q Ul LL Q U w LlJ Z OUR S�VIOK LUTHERAN CHURCH Owner: Address, Including Zip Code & Telephone No. ADDRESS 612 VIRCzINIA AVE. .OUR SAVIOR LUTI-4EjRN Ci41JRC_ 4 CITY WINCHESTER, VA. 22601 PHONE 540-661-1459 Developer: Address, Including Zip Code & Telephone No. ADDRESS 612 VIRGINIA AVE. CUR 541f10R LUT�4ERN C�4URCI4 CITY WINCHESTER, VA. 22601 PHONE 540-66-i-1459 Engineer Certifying Plan Address, Including Zip Code & Telephone No, ADDRESS ENG31NEER CITY PHONE APPREl\/AL DATE: 12/13/02 J SCALE: N/A DESIGNED BY. Z❑NING ADMINISTRAT❑R DATE CDR SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE ❑F APPROVAL F.C.S,A, APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL SHEET- 1 OF -1 w 0- s 0 0 0 w , N 0 LID LO F W cn z Q J a z w w z z w U z Q cc w s J of 0 o: 0 Ln to 0 m 0 TREE LEGEND SYMBOL QUANTITY NAME HEIGHT AT TIME OF PLANTING REMARKS ® it WHITE OAK 2" CAL. 545 O8 AMERICAN REDBUD 2" CAL. 545 I"= 3' SPACING 'GIRARD CRIMSON' AZALEA 36" 545 EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O ,X SILT FENCE 3.07 IP STORM DRAIN INLET PROTECTION 3.09 DD DD TEMPORARY DIVERSION DIKE 3.10 FDA TEMPORARY FILL DIVERSION 3.12 ®V ..�..�.� DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 OP ® OUTLET PROTECTION 3.20 O —`—`-- CHECK DAMS 3.33 SO --�-- SODDING 3.38 O 0_0_0 TREE PROTECTION LCG LIMITS OF CLEARING do GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START RE5PON515LE LAND D15TUR15ER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE: PARTY RE5PON6I5LE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. * * *NOTE ALL SLOPES OF 2:1 OR GREATER SHALL BE PERMANENTLY STABILIZED WITH SOIL STABILIZATION MATTING PER DETAIL ON SHEET (o OF 1, AND SHALL ALSO BE PLANTED WITH A THICK STAND OF CROWN VETCH. , --CONSTRUCT ION ENTRANCE SHALL BE PROPERLY MAINTAINED. IN ADDITIOR IF AT .ANY TIME DUIRING GONSTRUCTION THE FREDERICK WITH WASH RACK COUNTY DEPARTMENT OF P'U5LIC WORKS RECEIVES COi" Pl AINTS ABOUT MUD BEING TRACKED ONTO ROUTE 50 (MILLWOOD PIKE) WE SMALL REQUIRE iNSTALI ATION OF A WASH RACE: WITH WATER \� _,,,ter- SUPPLY AND SEDIMENT TRAPPING DEVICE. �,01111001, ]wF000, �._--•:---.2 � x - _.__- --_ - .,•__, _ " j' : •-`` ."-M _ —_ _- EX. ECG ti i 4 o � -\ 1 I ti N. ,, � �° � - , a ,�'� `. '` -- •.., .�' .-- _,.. \fit `,� __._ ''.` �" _ - :,�• / �`= ��_ J % '\ r . •.. \., \ ` � �� \ ``* ti`acPasa -' ' - `:\ :: : II cil 4' CX)NC, SAJJ SAL) . _ ; ,� SITE DETAINED ND IL SANG 014M8 U INED` °� ��•• �f ,,, ��� � ,� ,� :. �� �F = '�3.82 o, Iti TO\UNDISIUR \ Oe �FIRST , ::::: `• :_ II '{ i�"`' \°� ,°t\`� - f" \� `` ti\�o \.,, . \. *�\e °`\ ---®r,. '^- •., '' �CErNTLccR=a,;2 5; ES � ,WAjEk,0*SE 1.943 ARE �: ,, �;: i"- • _ : -;- V �-:: : , ✓' .� Z ` — NLUITH % HIGH BOARD ON BOARDC .35°FUR~CS�'OR SCREENING 4 �,, \, � y , <•, : >:-= --'"' � .�-.' : C-�_= - •�.;.�: - : ;mow_ - =�� r, "�• ,� { � '. `� � �, � � � �� �, \ . ` �`�\ � .� � S �`' � ..:-= :.• � . -: °;;.;• f._. -..�� _�''.: � - .,,,,�:-:. �� , r , d �� yr a, �. \� �_.._ .. _ r'�-- �--' -D5 392 PCB (ram 39 N/F Sf`•'�.LTZER ' ... .. � � { � t � � ` � � \`e e` �•, `° `,•.`,, �..,. \° ` _ ._ ..-.. •'"'�- .s......-... .y,,,.,: ,- _ .fit DB PG �► J ^.. 4` a.-- '„ -" ._,,,,• „"-- ` { � � � � tie ay,'a ,.,°', .*„`�,--�a=--"-" - r—f � - - --`' ,� ''" .- ' '" 'r s- r LTHE CONTRACTIUR SHALL N!DT- DISTU-RB- -AW LAND BEYOND 'TIN '1'HIS- PROPOSES `S•TLT"/`SETY FENCE. THE EX SWALF , SfALL �� °_ REMAIN' n LIETELY UNDISTURBED- H� TI3E---C'I`�RACTOR. `�INI _ _- � I i^- ,..., � .�•^�'sl ` s 's 0 •� �`� �'�. \, '` ^r - .•...:.-: -gin.. n---= °"=— r '-- _�� r,• e ,,°° .� � o �STURBANCE TICS- SALE MAY VOID THE SANIT V-DISCHA PER MiT; W H WOULD AD Y--AFF`ECT--'TffR DVELOPUENT OF THISLO SITE. IT SHAL BE THE CONTRACTORS RESPONSI LJ TY--Tb ENSURE T--HS `'� °� ! � DOES. -N-QT-- HAP _AND - T_HE--G0NTRAGT9R-" B'IlAL--L 713E RESPJONSIBLE IF IT DOES.Ile VL � � `� � `� �``► �� .\ `_ -•r , � �c', Noma V-- OL_ _ �- �. ` � , 2.59 ALgES --j------- ¢ / T ELT T. _.� IREQ61RED CTY34 ` Y -�,�`. —�- PRO ED 15r�M ST��� ET - t _ ST?NE WIDTH0 E.Fr� ev) � TM `1 � - i - I s ••�.• ,_ `� .,� � .._., .w...-d. --•" o ,r � �. E11w "•.,. .- �,, C7Ui�``"'y�IOi�,_.LU.t�RAJ� �I`•#4R.f .,,� � `\ .,� o ��.�° ,� � _,-.__ ,"-` :.�• `°.,,. I D5 580 PCB o 1.010 ,ACRES ti. '`�, `R - - `" / 0 _ �. ✓ 1 \, `� s` O J polo f f \ 7% W ;v NOTE: DETENTION POND TO BE CONSTRUCTED PRIOR TO THE (CONSTRUCTION OF THE OTHER SITE IMPROVEMENTS. POND TO BE USED AS A SEDIMENT BASIN. INSTALL TEMPORARY CMP RISER AT THE SAME ELEVATION AS FOR FINAL POND. AFTER THE SITE IS STABILIZED, REMOVE THE TEMPORARY RISER AND ALL ACCUMULATED S�-IENANi�OAH POOL FARMS SILT. REGRADE POND TO DESIGN ELEVATIONS AND INSTALL PERMANENT RISER. — 30 15 0 30 .N cc W ui Z W cv C] Cfl � It C\2 It CO � a � 4D co to I rn j � �? I Lf) � W I Q W (I> Hr� E- 0 V) I• A j<; NLTH \- I `_ MICHAEL SS S 4114a3 LICENS No. 031162 0 0 u 0 0 w� DATE: JAN. 21,2003 SCALE: i" = 30' DESIGNED BY: CDR FILE NO. 0551 I�-- SCALE: 1" = 30' SHEET 2 OF 7 INV. IN 59 SIGHT DISTANCE EXCEEDS 550' 100' DECELERATION TRANSI N 30' -ll 100' ACCELERATION TRANSITION _ 150' DECELERATION LANE PROPOSED EP ti , PROPOSED CG-1 FROUTE E,E3,L Na t GLEff fA y S 9 EP Q; ECz �1 PROPOSED 4' GRAVEL SHOULDER 25'R 25'R ' GG-1N "I LOCATION PROPOSED EP �°46'54" E 20025 llALL 150.15 O/4--1 (.111RES —�� �... 11/kC tom'"y�. S 09°06 �9" F PROPOSED GRAVEL EP7� REMOVE AND REPLACE 5223 EX. GUARDRAIL AS REQ'D. � � PROPOSED GUARDRAIL SHOULDER f f I CL W @�- TM '11-A-9 N/F SMELTZER 015 PCs 0 w a v N _N m O O N _N O d C") 0 F w z Q J a z W w w z ( z w 0 z Q w F- D J w 0 Q U) w D 0 0 CD A? 0 C11 001 IL © a� U)O Luo I I I I I I I I I I �I m. �I I I ( ( I I I I I TM 11-1-I1 OUR SAVIOR LUTHERAN CHURCH ME APPROXIMATE PROPOSED FREE STANDING SIGN LOCATION. A SIGN PERMIT MUST BE ISSUED BY THE DEPARTMENT OF BUILDING INSPECTIONS AND THE DEPARTMENT OF PLANNING 8 DEVELOPMENT PRIOR TO ANY SIGN CONSTRUCTION OR INSTALLATION. AADT 1800 G (YEAR 2001) S 1-1 °38'20" E 1130.50' UP �\ 42' t0 4' CANG 3/W 42' 10 y- HANDICAP FAwlwa SIGN (TYP.) 26' �O 48 PiROf'05ED CHURCH TY SANCTUARY=191.00 SEATS FF =10320 BF = 93,52 FIRST FLOOR=8,120 SF BASEMENT FLOOR=8,120 SF l0' X 10' CONIC DUMPSTER PAD WITH &' Hl6H BOARD ON BOARD �{ FENCE FOR SCREENING PURPOSES 116' I l0' E \�¢ 40' N 20' \m� DB558PG510 i 1.010 ACRES - i I i - i UJ (O3S 101 60' BRL= 1-14.00 24' GAN \e¢ I I I I I I� I I I I I I I I Fo 0 f=O 0 d' I� 3 TM '11-A-12 �9 N/F DICK DB 3w FG 639 I I I I 28°18 30 15 0 30 60 �- SCALE: 1 " = 30' SHENANDOAH POOL FARMS i L-) ZD I THEE LEGEND SYMBOL QUANTITY NAME HEIGHT AT TIME OF PLANTIW-z REMARKS 6 PINIOAK 2 CAL �B4B 6 HIGH 4 WHITE OAK 2" CAL �B4B h HIGH Z W W — Wcv O co cQ tD � I rn Z x j �cq L!J W °O � a E-iFw a) 0 W cn I!/ O H pd w i w F Q NLTH a M16AE,,L'' S. TI KL I LICENS N0. �,� 031162 ' '""' -IONAL � U D mr Z E, I- a� 0 = 1—I Q� I—i 'n� H U) W 0 Q cf) 0 DATE: JAN. 21,2003 SCALE: 1" = 30' DESIGNED BY. CDR FILE NO. 0551 SHEET 3 OF 7 Q� 5 ro 32 -4 03 JEN 04 (4 NOT TO SCALE CHANNEL wAv DETAIL A=1.24 AC. C=0.55 S=4.14% V10=4.20 FPS Q10=4.64 CFS D10=0.72 FT. Q MAX=11.69 CFS TM 11-A-IB Nif WELTZER 05 PG (9 w (o C) (y) C) C) 04 m O Lo Lo w w z -j z of w w z 0 z w z w 0 D 0 �L Lo Lo 0 to q-- -0 0 �l 52.23 Al . ..... .. fROUTE E�O E,5,L,, ro 4 ISQI� 1� &- -1 .4 — — — — — — — — — — — --- — — — — — — — — --- 2002 N5 I... OF FF = 103.20 e�7 5F 133B2 X FIR5T 1=L00R=5,120 5F 5Ae EMENT 1=LOORz6,120 5F IN, T7. X Io-'CoNC—C�UMp5TE*j6Ar> IL - - - ', � - , - - N, 15: WITH (01 HIGH 50,4RC> ON 50ARD CE��OR SCREENING PURPOSES IN. 2 --o IN, "N it eN TM 11-A-12 OICK -05 392 PG 639 z V - - - - -- - - - - - THE JCGNTRACTOR SHALL NOT DISTURB --AtY ��NIY/BEYQWD FNCTHE -ff m THIS PROPOSED SILT/SAFETY F J�X SWALF,, SHALL ---,--REMALN-CGMPLETLi-LY-U-NDIST-URBED PY-ME CONTRACTOR. ANY/ Lo DISTURBANCE OF THIS SWALE -MAV'3VOID TNE- -SANITARY DISCIARGE kv — -U— — V�- Lo PERMIT, -WHIM WOU ADVERSELY AEF-E& THE DEVE OF I ll.'S LOPME DE SITE. IT SHALL BE THE CO NNTJOW�60ND N, -DOES-NO7 -MPPEN-, -AN15- -THE CONTRACTaR- SHALL BE RESPONSIBLE IF "kkk'�E NT-RAeTCrRS RESPON-SIBEITTY TO ENSURE TINS IT D x 0 N f=ROf=05ED /5WM EASEMENT TM 11-1-11 oust -SAY LcLR-LUTWERAt CHURCH [55 588 FG 510 1.010 ACRES A go -No ammom m FEN!r-EE P05T NOT TO SCALE CHANNEL 'PB'p DETAIL A=:0.75 AC. C=:0.68 S=20.0% V10=6.81 FPS Q10=3.47 CFS D10=0.44 FT. Q MAX=18.55 CFS 30 15 0 30 60 6WENAN00AW POOL FARMS SCALE: 1 30' - I Lu uj uj02 0 coQ Lo co C It 2 00 C\�� 0 't C\l Lo cc to —4Hw 0 FIN ,,NLTII -p� cro 0 co) Q) 0 tw DATE: JAN. 21, 2003 SCALE: 1" = 30' DESIGNED BY CDR FILE NO. 0551 SHEET 4 OF Eff i of U d �r cM O O N CD N Cl) O 3 LO LO LO CD r- w z d w F- M O_ d STONE CONSTRUCT ION ENTRANCE A FILTER CLOTH--' 6° MIN. J A SIDE ELEVATION EXISTING 10, MIN. GROUND B WASHRACK I0' MIN. I (OPTIONAL) 12' VDOT 01 COURSE I POSITIVE DRAINAGE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATIONPLAN VIEW FILTER REINFORCED 12' MIN. SECTION A -A SECTION B-B EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) PAVEMENT 10, MIN. T DRAIN SPACE 11 31 MIN. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 4. BACKALL AND COMPACT THE EXCAVATED SOIL. FLOW G ONSITE TYPICAL PAVEMENT SECTION NOT TO SCALE LIGHT PAVEMENT SECTION 2.0 SM-2A 3.0" BM-2 10 21-B BASE STONE PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF Co. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. K EX EP >. SURFACE SM-12.5A OR SM-9.5A 6" BASE BM-25 2" TYPE 1 SUBBASE AGGR. BASE 21-B COMPACTED SUBGRADE SHALL BE COMPACTED TO 959 DENSITY AT OPTIMUM MOISTURE CONTENT PER VDOT VTM-1 METHOD NOTE: ULTIMATE PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING PAVEMENT SECTION ON ROUTE 50. THE CONTRACTOR SHALL PERFORM A TEST BORING FOR VERIFICATION PURPOSES. STANDARD TYPICAL SECTION FOR ENTRANCES, TURN LANES AND TAPER (NO C & G WITH TURN LANES OR TAPER PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. TYPICAL TREATMENT - 2 SOIL STABIrLIZA TION MA TTING SLOPE INSTALLATION FILL SLOPE SECTION SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS. �- _"114*vw Q Q 5 J Ill Its 1Jil I II , , Ito I � Q 5' EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. f FILTER FABRIC Q Q Mi WIRE I Q LVA SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sbuwwd k 1<yant TE'HPORARY DIVERSION DIKE 4.5min. SOURCE: VA. DSWC Compacted Soil PLATE 3.09-1 TOE MAINTAIN SLOPE ANGLE SLOPE LINING (WET SLOPE) TREATMENT POLYPROPELYENE NON -WOVEN (NEEDLE PUNCHED) GEOTEXTILE FILTER CLOTH (BEHIND TREATMENT - 2) SOIL�� NOTE: SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT, GRASS AND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. -I.4- 2 DIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER BERM TRENCH INTO BERM AND PROGRESS DOWNSLOPE TOP OF SLOPE LINING CUT SLOPE (DRY SLOPE) R C�OIHURCE TREATMENT - 2 V\\�VE O'E 50 OOwAo) 4. (P BOTTOM OF FILL SLOPE BOTTOM OF CUT SLOPE BOTTOM OF CUT SLOPE SOURCE: VDOT ROAD AND BRIDGE STANDARDS 2' 4' OR SHOULDER BREAK POINT PLATE: 3.36-5 EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THE PROPERTY 15 LOCATED IN SHAWNEE DISTRICT, FREDERICK COUNTYAPPROXIMATELY 3.5 MILES FROM THE INTERSECTION OF RTE 1-611 AND RTE 50. THIS 51TE 15 TO BE DEVELOPED IN ITS ENTIRETY. SWM WILL BE TAKEN CARE OF OFF-51TE BY AN EXISTING POND. THE TOTAL PROPERTY CONSISTS OF 1.01 ACRES OF WHICH APPROXIMATELY 259 ACRES WILL BE DISTURBED FOR THE CONSTRUCTION OF THE BUILDING AND PARKING. EXISTING SITE CONDITIONS THE 51TE 15 CURRENTLY VACANT AND CONSISTS MOSTLY OF WOODED AREAS. SLOPES RANGE FROM 1 TO 13 PERCENT THROUGHOUT THE: PROPERTY. ADJACENT PROPERTY THE 51TE 15 BOUNDED BY RTE 50 TO THE EAST, AND BY RESIDENTIALY ZONED PROPERTY TO THE SOUTHAE5T AND NORTH. EROSION AND SEDIMENT CONTROL MEASURES UNLE55 OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CON5TRUCTCED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VE5CH0. STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE WITH WA5HRACK SHALL BE PROVIDED TO THE SITE FROM ROUTE RTE. 50. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY 501L STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT 501L STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED 15 TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL FILL AREAS AND POND EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER ALL FILL FILL SLOPES OF 2--1 OR GREATER SHOULD HAVE MATTING AND CROWN VETCH TO PREVENT EROSION AND ALLOW FOR LOW MAINTENANCE AS IT 15 DIFFICULT TO MOW A SLOPE WITH A 2:1 RATIO. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE 51TE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. DEVICES L15TED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NE�CE55ARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO CONTROL ER05ION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VETCH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED 5TRUC•TURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND 15 MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. 15 TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON 51TE., GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 332 OF THE VETCH. 5EED INCH NOTES: 1. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 411 . 2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE). 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 4. SEED MIX ,SHALL CONSIST OF 61% KENTUCKY 31 TALL FESUE AND 33% SERICEA LESPEDEZA APPLIED AT THE RATE OF 120 LBS. PER ACRE. 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. NOTES: I. A LAND D115TURBANCE PERMIT NEEDS TO BE APPLIED FOR AND ISSUED BY THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT PRIOR TO INITIATING ANY 51TE WORK. 2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. Xi Sheet ox omb rms cG-11 (radius to be as + A .urroclnq w nwhOe rrawn an pbr) -1 1O0dw�' (Rod- to b. w st'D co-tz Rosal nation -,band abown on clams) r2' e� tA, 6 I r; e TIV90EwIt1CI I - - * 6' Class A) (H.ES. ; - • • ------I( �grfknd now Li 2_ 11 canvas ExpansionI Joint Expansion Joint AJ al SECTION C-C Nobc WidM V 2'-0' or m Mnlnlne rood" .pawn on typtccj eWdon. PLAN VIEW 70' Pabudk c_ --- M ConstnKt Grade ctmu" with a parabolic curve. orax ptla al Fi- tJ.w I y-,, " "b" ® p When Stb. Cc-11 Is used for wbv bunt I"conJu�tUon sd0r VDor prajectk clear t Mdnins Rood.py noted M .; : S1pM p. XXMW Im lwwewd that Wua be conhd p to the R/W 1" (s nept -'y wbyrode e0' Mh. for Street Connootlon ebabillwdon reWnd for m i. 2W DeekdA. for Con-1.Wl E tr. th. Y.anoe) can be arnttbed In 5' Min, SECTION A - A A `bus°' garb or umhinauan cc,b AW and qutt..W1 not be aansb- b"ond the R/W ine except for Guidelines for Grade Change D mpw wwA p1nxo When roved in oonkncflon wMh sta donl Enttaoe VoMme Osrrade 1lmdrtxm CC-3 or Cc-7, th. curb focs on this Stordard is to b. odju t d to -th the Hio (more than 1500 VPD) o % 3 % mantabl. curb mrroxation. Msdlun +tiOD-1600 VPD) 3 % B % Sr Stallard Cr-12 for Curb Ramp dsel,}r to b. r -d MTh this Standard. Los (I.r b+an 500 WD) '- a % a % ® Wnse the w&ona roll cnrnot occmmodote ar IvnYYqp npulram.nte cf ontiagated btxir troffk. M cons,drvaon .hard ghwrn f rq W� depth of odjac.nt popard X 00k- ftawrne my b. rr-d for n sntn x* in cut rdfvn Optional aowhr. may n i.k. -n*g of a Portion of putter to prelude pondb g of water. � " METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS W2 AND COMMERCIAL ENTRANCES MRGMA NPARihtEW OF TRANSPORfATM THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BE USED WITH ANY DESIGN SPEED BUT IS REQUIRED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN & SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS �- 2' R USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD / CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE 1" R THE MOUNTABLE CURB CONFIGURATION INCORPORATED. ' o _44 Ad A '4 j - A d O THE BOTTOM OF THE CURB AND . , -- -� _ _ --_ - - - - GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A - 2'-0" MIN, DEPTH OF 7' IS MAINTAINED COMBINATION 4" CU RB &: CUTTERWWWWIGN 201.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 0 z W. W W Z 0 z W C12 o cv to CO cv It it Q0 00 M Z �I W C CD a� IU 0 t j - 4i 4. c' cb �4 ti N Q) (D 0 w� 0 rill W Q L TH 0'�'r. ;HAE S. STIC Li th��3 031162 C 4sr tONAL Mr U D Z _z �> W T� t-f Mr E--i Q Zf E- W O Q F-t•i r~� O Q D DATE: JAN. 21,2003 SCALE: 1" = 30' DESIGNED BY. CDR FILE NO. 0551 SHEET 6 OF 7 PLAN VIEW _qxrw-'" GASKET NON -CORROSIVE CLAMP EVERY 2 FT.- TCIP OF TANK FLUSH WITH BOTTOM OF CONCRETE LID WITHIN 1 1/2' I: 'SEE1 I,v�cJ SEE NOiE 3 SEPTIC TA SEE NOTE 750 GAL (2839 L) SETTLING ZONE ACCESS TO INSPECT PULP OUTS MUST BE PROVIDED 47 020, (050.8cn)^ O U T E E� OE-5-L,� @ i GASKET---_-...___... �_ _ r. ..-mac. • 5F ---.A--:T'--..�-..�-- - -- - 2' AIR _ v --v- -a-v y 1 /" Ty:_-� n^ir_=.� 'ir - _ :n� ar _ �'Q:�-'t 3 c•.. --� SUPPLY- _ _ 3' --e-d 1 a�:'---,° - - : t - r LINE-__ . � � � ..., ..-.... ...� _..- ...._. ..._.. ._ .... ,�._. � -.._.• .,_..... `.�,,,.,: "- `- ""-•^m--• .,,� �'' GASKET $ 14'OCA.`.` - _ ✓ -: _ i C - --. - - . 3"2 '5 y�"'�"" ; - : • :: 0/1-1 Wli� _ 200 0 u -I NON -CORROSIVE NEW -CORROSIVES 1 1_ CLAMP EVERY 2 FT CLAMP EVERY 2 FT FASTO AIR SUPPLY AIRLIFT FAST AIR LIFT ❑PTI❑NS (SEE NOTE 5) BLOWER SEE DRAWIN NOTES MICROFASTO 1.5 L GI i. SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION 4' VENT SEE DRAWIN BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE MICROFAST® 1.5 L LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE TREATMENT I 1 1125 GAL ZONE (4264.8 L) ELEVATI❑N OBSERVATION F MOUNTING HARDW .DINT MUST B NOTE 9. WATERTIGHT. -3'(7.6cn) MIN. (118cm) INFLUENT WASTE TREATMENT Vasa) ZONE DIA HOLE SEE NOTE 3� 1725 °L) SETTLING c4�z5 ZONE MIN. LIQUID CAPACITY 750 GALLON SEE NOTE B.- (2839 L) NON. LIQUID CAPACITY NON -CORROSIVE CLAMP EVERY 2 FT RISER 0. 5FAST® AIR LIFT - 0.8cr1) GASKET NONCORROSIVE CLAMP EVERY 2 FT - RISER 2' AIR SUPPLY LINE INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG EXTENSI❑NS. 2. ANCHOR THE LEG EXTENSI❑NS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK. PLACE BOLTS / AT ❑PPOSITE CORNERS OF THE LEG EXTENSION BASE. 3. TO ELONGATE FOOT PAST THE PR❑VIDED 12', CUT THE 3.9' LEG EXTENSION IN THE CENTER INTO TWO SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF THE LEG EXTENSIONS. 1 ' 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. (38cm) 5. THE AIR SUPPLY LINE INTO THE FAST® UNIT MUST BE SECURED SO AS TO PREVENT DAMAGE FROM PIPE VIBRATION. 6. SEE ALL NOTES ON MCF 1.5 L DRAWING. 7. IF LEGS ARE EXTENDED PAST 48', USE OF SCHED 80 OR STRONGER PIPE IS RECOMMENDED. 10' MIN. (25.4cn) IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. Date: 7-01-02 �BIO- MICROBICS ° Micro FAST® 1.5 F ,NOO RP ORAT■O BMI _�. NOTES 1. BLOWER MUST BE WITHIN 100 FEET (30.5m) OF FAST®UNIT AND USE A MAXIMUM OF 4 ELBOWS IN THE PIPING SYSTEM (@ 100 FT). FOR c8CM) DISTANCES GREATER THAN 100 FT --CONSULT FACTORY. BLOWER BASE MUST BE LOCATED ABOVE NORMAL FLOOD LEVELS, 2. VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER TO AVOID INFILTRATION. CAP WITH 6' ,) VENT GRATE W/AT LEAST 9.1 SQ. IN. OPEN SURFACE AREA. SECURE WITH STAINLESS A STEEL SCREWS (SEE MCF 1.5 X DRAWING). OR, } RUN VENT TO DESIRED LOCATION AND COVER J OPENING WITH MIN, 4' VENT GRATE W/AT LEAST 9.1 SO. IN. OPEN SURFACE AREA. FCe FAST® SECURE WITH STAINLESS STEEL SCREWS. m SIT IN Tax VENT MUST NOT ALLOW EXCESS MOISTURE BUILDUP OR BACK PRESSURE. WITH HOOD 3. ALL APPURTENANCES TO FAST ®v Bin NE NOTE I (e.g. SEPTIC TANK, PUMPOUTS, ETC,) MUST SEE DRAVING AND DRAWING CONFORM TO ALL COUNTRY, STATE, MICRIFAST®]3 x MICROFASTO 5 x PROVINCE, AND LOCAL CODES. AND NOTE 2 FOR �� VENTING OPTIONS 4, BLOWER CONTROL SYSTEM BY BIO- MICROBICS, INC. 5. C❑PYRIGHT (C) 2001, BI❑-MICROBICS, INC. ' 1 I 6. MUST INCREASE TANK SIZE BY 20% IF �4' (Me. ) MIK VENTING PIPE ELECTRIC SEE NOTE e. comwr MINIMUM ❑F 10 INCHES IS USED BETWEEN CID GLOVER THE UNIT AND THE BASE OF TANK, sONT TEROLM) CONSULT FACTORY FOR APPROVAL. SEE NOTE 4. W_ BLOWER I NPn+G 7. THE PRIMARY COMPARTMENT MAY BE A 61 ��PrSEPARATE TANK. 1 8. FOUR LEG EXTENSIONS MAY BE USED TO STAND UNIT IN TANK ELIMINATING NEED -6.25• (16cr) FOR LID. SEE MCF 1.5 X & F DRAWING AND REFER TO INSTALLATI❑N MANUAL FOR MORE DETAILS. 15' (38cn) t7 9. THERE IS AN ❑PTI❑N OF EITHER PLACING A PIPE CAP ON THE TOP OF THE INFLUENT TEE OR EXTENDING THE BAFFLE SEPARATING THE TWO ZONES ALL THE WAY TO THE TOP OF THE CONCRETE TANK. IF USING THE 4' DIA (10-) PIPE CAP OPTION, THE BAFFLE MUST EXTEND AST®TREATED AT LEAST 3' PAST THE WATER LEVEL IN EFFLUENT THE TANK AS SHOWN IN THE DRAWING. J I IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. es+cm) Date: 7-01-02 SEE NOTE 5. MICRO FAST® INSERT - (BY Bl"ICROBICS) SEE NOTE 7 I 010 MICROBICSi° Micro FAST® 1.5 L INOORr PORATep rLl VIEW A -A en B M I Specif ications For MicroFAST L5 Wastewater Treatment System U 1. GENERAL 5, REMOTE MOUNTED BLOWER Wastewater treatment systems work The contractor shall furnish and The blower shall be Mounted remote, best when Influent flow Is delivered as Q Install (1) MlcroFAST 1.5 treatment up to 100 feet (30.5 M) maximum, from consistently as possible. When Influent system as manufactured by the RetroFAST unit on a contractor flow Is controlled (either by pump or Blo-Microbics, Inc. The treatment supplied concrete base. The blower other means) to the FAST system to v system shot[ be complete with all elevation must be higher than the help with highly variable flow conditions, .- needed equipment as shown on the normal flood level. A two-piece, then multiple feeding events should be drawings and specified herein, rectangular housing shall be provided used to help assure even flow, optimum CO with tamper -proof screws. The performance, and reliability. o N The principal items of equipment shall discharge air line from the blower to include FAST System insert, insert lid y the RetroFAST shall be provided and 10, WARRANTY (V (or leg extensions if that option is installed by the contractor. The manufacturer of the MicroFAST 1.5 ochosen), blower assembly, blower treatment system shall warrant for controls and alarms. The Mlcrof AST 1.5 6. ELECTRICAL three years from the date of 3 unit shall be situated within a 1,875 The electrical source should be within shipment or two years form the date Gallon (7098 L) minimum tank, as shown 150 feet of the blower. Consult local of start-up, whichever occurs first, on the plans. Tank(s) must conform to code for longer wiring distances. The that the equipment they provide will Z local, state, and all other applicable Input power required for the blower Is be free from defects in material and Q codes, The contractor shall provide 115/230 Volts, Single Phase, 60/50 workmanship. coordination between the FAST system Hertz, 5.6/2.8 Full Load Amps, minimum and tank supplier with regard to wire size is 14 A.W.G. (Locked Rotor In the event a mechanical component fails LO fabrication of the tank, installation of Amps are 23.2/11.6). All conduit and to perform as specified or is proven the FAST unit and delivery to the Job wiring between the electrical control defective in service during the W site. panel, the power supply, and the warranty period, the manufacturer CA blower shall be furnished and installed shall repair or replace such defective Z 2. ❑PERATING CONDITIONS by the contractor. parts. (Cost of labor on The MicroFAST 1.5 treatment system repair/replacement Is not covered J a shall be capable of treating the 7. INSTALLATION AND OPERATING under this warranty.) The replacement 0 wastewater produced by typical family INSTRUCTIONS or repair of those items normally Z Z activities (bath, laundry, kitchen, etc.) All work must be done in accordance consumed in service such as air filter, ranging from (6) six to (21) twenty-one with local codes and regulations. etc., shall be considered as part of W W persons and not to exceed 1,500 US Installation of the MicroFAST 1.5 shall routine maintenance and upkeep. Gallons per day (5678 LPD). be done in accordance with the Z written Instructions provided by the It Is not Intended that the 3. MEDIA manufacturer, manufacturer assume responsibility for Z The FAST media shall be manufactured contingent liabilities or consequential LU of rlgid PVC or polyethylene and It 8. ❑PTI❑NAL CONTROL PANEL damages of any nature resulting from = shall be supported by the polyethylene The alarm system shall consist of a defects in des(on, material or C) insert. The media shall be fixed in visual and audible alarm to indicate workmanship, or delays in delivery. Z position and contain no moving or loss of power to the blower. A replacement. or otherwise Q wearing parts and shall not corrode, manual silence switch is included. X The media shall be designed and W Installed to ensure that sloughed 9. FLOW & PIPE SIZING Hsolids immediately descend through the Each FAST module is provided with a media to the bottom of the septic standard (4) four Inch effluent pipe J tank, hole and gasket. The maximum free or of unrestricted flow with a four Inch O 4. BLOWER effluent pipe Is 90 U.S. Gallons per j The MicroFAST 1.5 unit shall come minute (341 LPM), or 45 U.S. GPM (170 Q equipped with a regenerative type LPM) with a 2.0 design safety factor. CO blower capable of delivering 25-40 CFM. An optional (6) six Inch hole and IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE IX The blower assembly shall include an gasket can be utilized on the some SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. Inlet filter with metal filter element. centerline dimension or up to 2 Inches Date 7-01-02 - unrestricted flow with a 6 Inch B10- • MicroFAST ® 1.5 $ LO effluent pipe is 260 GPM C984 LPM) or MICROBICS O 130 GPM (492 LPM) with a 2.0 design INOO RPO RAT■O 'n safety factor, a) by BMI d W f` 84 i I 0 - - / HA 0 - S FC l GE POT N 1 Nu O o - ;��;: - ROUDS (�R �. FCE e P CASCADE `� a 42' LO PR OI QE RIP, -FLAP � � y w � - �� � 4, '° ROM T � 42, 1 r Z REDUCES OSI T 6° `��. \'�= =: y� -t PROPOSED C_NU-,i�G'�I-I :::::._::,:!-,r^... M1 - •� � .- $ANGC'1UARY`4b091 $EATS ::.: -: " •.; . I � � , '� �� v`'= ,. .� �� , �' � aT ,,FF ■ 10320 s-'"" - y -,`''- - - .� 131F■93.82 ,%'-:_ :%>`--:. FIRST FLOOR=5,120 SF 0 ::: �� ::: '"`: ._`.'. - ' X _ -_ye ---887 1"q 13ALR=8,: " .-- % J •..� MENT FOO120 5F Fes'.:. - • .._ - .. r,,' � d "10. X U D4,6' HIGH 50ARD ON 130ARD ° 1-1 �`! �+. `+ 8' I GEC OR $CREENINCs PURPOSES , / - . " 50 SEWAGE 8�y �, _ - _.. ESMTPER°\ '\ -- -tie- 9 �` _ a ' 72 VAC 5-6 0-4 0 �` ,e� --- 504 "CIL X. DjY � N� DICK ELEVATIONS SHOWN ARE APPROX/ ATE \�` °� C 153W IRG 639 TM 11-A-S ' w r7 `� ye J- - r- NiF 81"�LTZEIR CONTRACTOR, HALE A[ JUS ELEVATION �`� 4 -_.A5. NEEDED. ' 1 t °� O \ `"" '' • ` -- aA DB PG z `a 77 ' , c.. ```` ..,.-_ _._.-. ......... ....-- ^.. ! ,,rya 3 i, � `• a `` .'"". .. ems' ill Ul .w.... � ..c=...,,,,na ....`-'� .m.....u.,, ...--r•aM` 'Sc p"`.✓ ..� 1 4 g� 11 �� ,� � ^i,4 � � .,nu«.,, � � �, � d•✓ � �• ,.. ;_. �, ...-cat ....�, _.._. ___., _-_ � ,�'- ..._• "`4- -•- •-,�.w � ` 1 .,' `PROPOSED ���� 'SWM EASEMENT TM 11-1-11 '°• `•,, °`�. OUR`SAx101�1_UII.TEfsAt4 CHURCH �' `^. � ..--' � .-- """' DB 588 PCs 510 °'� j �' r ..._. -.-•-.-- r-� ua 1.010 ACRES /r FENCE Oslo ., mlv 1.75' S� 2' (5cm) „o .. TYP (39,4cm) u w m � O N N Lr 7) 1.75' ly (4T5cm) 26' (66 cm>I BLOWER H❑USING BASE DIMENSI❑NS (SECTI❑N A -A) 1 e� l f LQPE GRAV/TY �VNE p 7 U.L o S NOS 6' GRATE (6-034 ROUNDGRATE) W/9 SO IN OPEN SURFACE AREA OR E❑UIVALENT OHO SECURED WITH STAINLESS • STEEL SCREWS • 6' (15.2cm) --I VENTS W/FAST LID J/ HODD IICROBICS) (50 CONCRETE BASE (10. 6' A OBSEDIRVATION PORT BLOWER H❑USING DIMENSI❑NS ANCHOR BOLTS BOLT LEG EXTENSION SEE NOTE 2. TO ORIGINAL FEET. r SEE NOTE I. SEE�������� - - ORIGINAL - NOTE ORIGINAL - FOOT - - FT OO 7.25 (18.4cm) O 4• scHEDULE 40 PVC PIPELl 12' 3.875' cur ".BCr1) SECTION �\ 8' (30.5cm) --i (20.3cm) - TYP I ANCHOR BOLTS SEE NOTE 2. PLAN VIEW L LEG EXTENSI❑N LEGVIDE EXTENSION SEE NOTE 3. MODIFIED LEG EXTENSION WITH 4' PVC PIPE NOTES 1. SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG EXTENSIONS. 2, ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK. PLACE BOLTS AT OPPOSITE CORNERS OF THE LEG EXTENSION BASE. 3. TO ELONGATE FOOT PAST THE PROVIDED 12', CUT THE 3.9' LEG EXTENSION IN THE CENTER INTO TWO SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF THE LEG EXTENSIONS. 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. 5, VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER TO AVOID INFILTRATION. CAP WITH 6' VENT GRATE W/AT LEAST 9.1 SQ, IN. OF OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS (SEE MCF 1.5 L DWG) OR: RUN VENT TO DESIRED LOCATION AND COVER OPENING WITH MIN. 4' VENT GRATE W/AT LEAST 9.1 SO, IN. OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS. VENT MUST NOT ALLOW EXCESS MOISTURE BUILDUP OR BACK PRESSURE. IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. Date: 7-01-02 BIO- MICROBICS�I° Micro FAST® 1.5 S 1NOORr PORATEO m _.ram - = by BMI 6„ 1'-10„ TYP. I 4• PVC PIPE 6" CASCADE AERATOR DETAIL N.T.S. Q RI mic: n 1' - 1 (1" = 1 W - F" WALL TO FACILITATE SAMPLING 2 - #4 BARS EVENLY SPACED J 3000 PSI CONCRETE NOTE: MAY BE CONSTRUCTED OUT OF MASONRY UNITS HOWEVER TOP OF EACH STEP MUST BE ONE PIECE PROFILE VIEW N.T.S. 1' - 4" 4 PVC M ° 2 - /4 8AR5 SPACED AS SECTION A -A SHOWN O 0 W W W o I C\2CO Cu 4D CID in Z x CY2 LD 02 �� W 0) O to 0 1.0 Q) 1r Z` U1 (n Q) O 4 W U1 w 7 ��LTH 0� MICHA S. STI LEY LIC3No. 031162 Z'??ONAL V cc Z U a Z � Q ElCc O W �� El orU)El N-i W 0 NZ, w J cc W E-+ N� O Q w I4 W D O DATE: JAN. 21, 2003 SCALE: 1" = 50' DESIGNED BY. EMH FILE NO. 0551 SHEET 7 OF 7 Q