Loading...
HomeMy WebLinkAbout62-00 New Life Christian Church - Back Creek - Backfile (2)GENERAL NOTES VDOT CENERAL NOTES LECEND VICINITY MAP � Z EXISTING INTERMEDIATE CONTOUR - - - -- SCALE 1 "= 2000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of --- �� _,_„ EXISTING INDEX CONTOUR ".--- 330 """ � ., ! j` J/ - ; $ ,� � Ili► �, ;- - - �,. l � i � � , T, , . - � W Count construction standards and specifications and/or current VDOT standards and specifications. Transportation VDOT Road and Bridge Specifications, and Standards The Virg mia Erosion Y P / P P (VDOT) g P g' and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40_; ,o 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EX�' y%1 \;� `'•,°' / 1 r must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most strip ent shall govern. EXISTING EDGE OF PAVEMENT \�,`` i. �; , ,`) 1 I \ Z P g P g g g PROPOSED EDGE OF PAVEMENT PROP E/P ( ie •� $� relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment ' \ , �.,'g�, ny r F Control Handbook. EX C4G "A V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER -- -- --- _- -- ---- . -- ( !' �, 1`� ' _•�/; Q 1 Safety & Health Administration and VOSH Rules & Re d f t 4 m 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Y Regulations. � y � . o;, ��, �4,��:. �;�h-�h�`. , (VDOT) and Frederick County prior to construction in existing State right-of-way. CQ PROP C1G __ ��' �( �F r.r, PROPOSED CURB AND GUTTER l � � � , � � ., , �Rti -V' � � . ,�� � '� W ,n V3. When workingon VDOT right-of-way, all traffic control whether permanent or temporary, g. 0 - �; ? i, �) ,�' �� Co 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is ' . P P CG-6 TRANS. CG-6R r k � % .• shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R - - °r<� " 0-1 required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's 5 �" ' , \ i e - `� �I' ° ' I January, EXISTING TELEPHONE LINE T % %° o :ir " I' �� -9 "" r. m Co " 1994 or latest edition o! Road & Bridge Specifications, Section 104.04-C. l 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held Y• ( ) g P ��, t �7 _ j(- ., � j n 0 � with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T; `-• /. - „' V : �. V4. Design features relating to construction or to regulation, control and safety o !'N•. t • • o I (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be g g g y f traffic may EX. 15" RCP _,� \:', `.e w ,p o�f a,: 4 - CQ :;, ,.... be subject to change as deemed necessary b VDOT. EXISTING STORM SEWER - 4o P �,• ; ;�� Z x responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to ] g Y Y �� �., \, P Ih,+' Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 15 RCP 9� I, V� / l _\--�%� :I�;.° W •d o V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER _ ?� /'� j, o 6. Ana roved set o! plans and all applicable permits must be available at the construction site. Also, a �/ PP P PP P land use permits for any work on VDOT right-of-way. - \x�gi9 * oto representative of the developer must be available at all times. EXISTING SANITARY SEWER r \ sM as l: o • . •' A V6. If required b the local VDOT Reside ? 9'° �; =.c "� CD P P .Cem"_ a BM . r . 1 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic q Y Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER ;I;" . \\w �� =�� _ _ . , F Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the ,' „ :_ 62 .- `_� _ �✓.���. '. contractor, various Count agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE Y g Y P P �i -37 - 8. All unsuitable material shall be removed from the construction limits of the roadwaybefore placing P g .A� a may. - % ,e _. �� - - v� PROPOSED ELECTRIC SERVICE r� _ _ R y _T �_ = �, embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for - _ - `" -• a� o any undetermined length of t - - '` 8. �, • o �"� ° , (D �' time. VDOT will also require 48 hours notice for any EXISTING GAS LINE -- � j� 0p 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less Q' cep r inspection. ae • , ,% p. ,. �, , .... Oo than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE- - __ �' w b a , q L �rti 1 y 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintainer adequate access to the project from the g P g q P ] PROPERTY LINE on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance ) e w - • �:!, y s56 FLOW LINE ...�.. ,.,.... w�� 96 ~ _ Robiisoof �1 scn , r ns in accordance with the _Virginia Erosion & Sediment Control Handbook, Sec 3.02. _ e _ 1- ° . �..... .....4.....®.....� 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall i ; - Furthermore, access to other properties affected by this project shall be maintained - .;1� q. i ■ be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINIE n-=T-- - 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE one litter receptacle shall be rovided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site duringy and at the end of construction. EXISTING TELEPHONE POLE, •..? •�� ; ;. 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 V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE --a �--•- ~~�----t�'•t-• --- _ _ '� _ �f :�`J\ �� _ °� eM whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free o T e _ '%< ", +:; . •\" .. _ ,5 0\ Q minimum 36 cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE -� �•- �I condition at all times. °�' •. % O z y_. o 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary Vll. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT 1 H sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that Pl6 OJECT INFORA TION > sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE --- --- --- -`a--- a ---- � c9 7 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® PARCEL IDENTIFICATI❑N NO, TAX MAP 63 ((A)) 4Ej b standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER W-•- --- STREET ADDRESS: 1E 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER TOTAL AREA; 5.00 ACRES BUILDING HEIGHT contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall 7 PROJECT AREA: 3.5 ACRES be compacted in 6" lifts to 95% of theoretical maxidensity as determined by STOP SIGN -a mum ensne MAXIMUM = 35' >- N prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing DISTURBED AREA: 321 ACRES AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) utility verification and the proposed construction. PROP. HEIGHT = 2433' of an dedicated street right-of-way. At the direction of VDOT Inspector density tests -- CURRENT ZONING, RA Y g Y• P Y DENOTES LOCATION OF STD VDOT � CURRENT USE: VACANT 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL v4 � result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to STANDARD RAMP CONSTRUCTION PROPOSED Z❑NING: N/A P] g g g Y g P PY P final VDOT approval. PARKING INDICATOR PROPOSED USE: CHURCH 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 �Li - must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans BUILDING SETBACKS REQUIRED PROVIDED PARKING CALCULATIONS A `V N O and further where determined necessary by VDOT Inspector. TEST PIT LOCATION ; 19. The developer will be responsible for the relocation of any utilities which is required as a result of his FRONT: 60, 121.1' REQUIRED: project. The relocation should be done prior to construction. VI 5. The installation of any entrances and mailboxes within any dedicated street right-of-way SIDE= 50, 13SY CHURCH: 1 SPACE/3 SEATS 20. These plane identify the location of all known gravesites. Gravesites shown on this plan will be protected shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING � REAR: 50' 3393' 150 SEATS/3 = 833 USE 94 SPACES PARKING SETBACKS in accordance with state law. In the event gravesites are discovered during construction, the owner and VI 6. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 FRONT:', 5' 49.6' engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE acceptance of work. Unit and total prices may be obscured. SIDE: 5' 55.8' PROVIDED: �� � .�. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering REAR: 5' 3553' 86 SPACES at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT PANDIC OUIRED: 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an GROSS FLOOR AREA PER ADA 4 SPACES account receivable basis. 'Wr proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered PROPOSED STREET INAME SIGN -�- PROPOSED CHURCH 1,125 SF. HANDICAP SPACES PROVIDED: professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. Final location of CG-12 Curb Rams shall be determined b VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT i 4 SPACES geotechnical report has been prepared, it should supersede the requirements in this note. P Y P SIGNS; MAX. HEIGHT = 35' (1 VAN ACCESSIBLE SPACE) 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER \ SETBACK = 10' FROM RAU or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement MAX. AREA = 100 S.F. of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 12 OUTDOOR STORAGE: N/A in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. E-+ OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLDG. UTILITY CONTACTS FIRE MARSHALL'S NOTE EASEMENT LINE - - - - - ANY PROP. LIGHTING SHALL CENTERLINE - SHIELDED TO PREVENT GLARE - __ V) Z EXISTING SPOT ELEVATION X530 ON " t ADJ. PROPERTY Z Water/Sewer: Frederick County Sanitation Authority Fire lane markings and signage: Q4 P.O. Box 1877 PROPOSED SPOT ELEVATION X 12 LANDSCAPE CALCULATIONS OUTDOOR TRASH RECEPTACLES: NONE PROPOSED Z1.4 Winchester, VA. 22604 Any No 'Parking signs and yellow painted curb locations will be installed E-4 ,.._, P� (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE LANDSCAPING NOT REQUIRED W O v r El Phone: Bell -Atlantic EXISTING TREE <\ 15" OAK G�7�I 15" PINE U CDw U1 Z P.O. Box 17398 D j� /r NOTE: OCCUPANCY PERMIT WILL NOT BE ISSUED UNTIL ALL APPROVALS AN U) -4 � Baltimore, MD 21297 APPROVAL O V AL BL O K �^ OAK FINE D (301) 954 6282 PROPOSED TREE AND PERMITS WAVE BEEN OBTAINED FROM THE WEALTH DEPARTMENT FOR THE W O Power: Allegheny Power MISS UTILITY 1-800-257-7777 APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A ��� WELL AND SEPTIC SYSTEMS. 0o 3: P.O. Box 1458 PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. Hagerstown, MD 21741 W 1-800-654-3317 INSPECTIONS DEPARTMENT NOTE: I. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, W Gas: Shenandoah Gas Co. USE GROUP A (ASSEMBLY) OF ':•HE BOCA NATIONAL BUILDING CODE/1996. P.O. Box 2400 // U. >, x Winchester, VA 22604 ® OTHER CODES THAT APPLY APE CABO A1111-92 ACCESSIBLE AND USABLE FACILITIES. (540) 869-1111 SIGNATURE DATE 2. PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED ARCHITECT/ENGINEER. U FCSA CONSTRUCTION NOTES TRIP GENERATION DATA TH 0 FREDERICK COUNTY COVER SHEET 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. MICHAEL S. • Project Nave: Project Number: Z 1�1 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 560 CHURCH 7,125 9.49/1000 SF 67.6 '�01 LICENSE No. NEW LIFE cII AN CHWRCH 2103 eUF-(;F-IVED AUTHORITY'S INSPECTOR. 0 031162 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER S , Magisterial District: Date of Plan: (Month Da Year) NOV X METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY `��®NAL g y� �1 ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL 68 BACiG CREEK DISTRICT NOVEL* IBER (o, 2000 t)C:DI ,r�� •, .,, ,�� �. THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE Owner: Address, Including Zip Code &Telephone No, 139 N. LOUDOUN STREET, SUITE 2 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. C�LTL'L'T TNDEV THE TRUSTEEcj OF THE NEW LIFE CHRICjTIAN CHURCH WINCHESTER, VA 22604 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE �.J 11 L li INDEX THESE PLANS ARE IN CONFORMANCE WITH (540) 123-9-133 DATE: NOV. 2000 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. IFREDERICK COUNTY STANDARDS AND Develop er: AddIncluding Zip Code &Telhone No. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR 1 COVER SHEET ORDINANCES. ANY DEVIATION OR CHANGE Address, ng p Telephone139 N. LOUDOUN STREET, SUITE 2 DESIGNED BY: M55 AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 2 SITE PLAN IN THESE PLANS SHALL BE APPROVED BY THE TRU5TEE5 OF THE NEW LIFE CHRISTIAN CHURCH WINCHESTER, VA 22604 3 SEPTIC SYSTEM PLAN THE ZONING ADMINISTRATOR PRIOR TO (540) 123-g133 CHECKED BY: MSS 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 4 EROSION AND SEDIMENT CONTROL/ CONSTRUCTION. 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR LANDSCAPE PLAN Engineer Certifying Plans Address, Including Zip Code & Telephone No, DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. 5 DETAILS 151 WINDY HILL LANE JOB NO. 2-103 IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 in cn 0 O Cll Q Lo ry U CD L Li Q, 3 CD- U) m O t\ CV 0 ti CD / L v (J C m w / L U L L c 41 L L aJ J 3 Cl) Z i m O I\ CU JED 0 X I to 3 120' 0.0'-120' 2' 4' \\ Z U EX. PVMT. TAPER N/F X t- SECT. X MILL 12"xi-I/2° lR� 0 6WAOLER N. KOONCE ll AND I ;� m TIE IN JOINT I �. BRENDA 6. KOONCE W — vAR— I- ES ° 1/4°:i' I �I,.1, 3�N68"5�� CLA r N/LL FAW 6UBD/V/6/ON W 2•R — _ — — ---.- CG-6 11 3.� /e 6ECT/ON 4, LOT 19 I Z -- --qk Mn D.B. 833, fL�. 3D �'xT 2 ZONE: RAE END 1-B �r USE: VACANT Z CBR•4Z I'BEYOND EP/s `WFINAL PAVEMENT SECTION TO BE BACK OF CURB ` '� TDETERMINED AT TIME OF ASSUMEPVMT. SECTION o CO CO • ` �' CONStRUCTION. CONTRACTOR SHALL �� PROP. �°` CO ... . •b... DETERMINE EX PVMT. SECTION OF 1-I/2" - SM-125A WELL ESMT. CV 't :. ;• . : .. .': ..• RTE. 628 AND COORDINATE WITH VDOT 4" - BM-250 ( -- --' 2X / I \ •� � co 11 1 ' The bottom f the curb and INSPECTOR FOR ENTRANCE SECTION. 8 - 21-B SI1 ` ` I \ "`� C CV 2'-0* s m the .lap. a -� / ~� Sir $� �� 810� / �,` \ ? 0 Q, m ap'r ded ° TYPICAL SECTION MIDDLE ROAD - RTE. 628 ,.-'� � 8124 f _., � -- �sIO1 ""X Z x ~ 4� Tide area may be co to oft For use with stabilized apon-pr°dsd '/ '� ir, .% •r Yr� -(,� d the option a ee oomroamr aandd g�uttK'0yerstid the lobe thpaNOT TO SCALE rallel4�r 6.2' -�'(0 /' �`°J ''�I SiYd l W "�' fhb curb may be used when to the slope a subbase «ours" dssIp� speed b 40 MPH er 1". and to the dwe d the pavement. r- G an raWe. In y.. urban&W5 M _ r. e.1pn epwa. :: PROP. WELL % 810S - -� v a suburban ors". K tfws d pre are •a..esd Standard Ca-7 b requites. via.• / ``_'-` LOCATION X ��--._ 1 1 .�i�i Combkaft curb t gutter having a rake {; -� t,7 r" IV / ° :: p Sao er loss (don fa" n curb) shut be ! ' 81 fi / - \ ` ' E' paid der w coital nso,binatlso curb t gutter. ,:��,. This iGm may a pn A3 er oast in plan. Concrete to be paw A3 N oast b i place. y$',`' ,x ` ;;r�•��; ...e / "" 4000PSI M precast 0 � fro w f� 1 / O O 8M3 SIMMM" COMBINATION 6" CURB & GUTTER i'' --}--- (/~J 802 VIRGINIA DEPARTMENT OF TRANSPORTATION 102 1 a;r 1 XX Street approach some ! -�-�; (radius to be as surfacing as mainline j X A roadway` shown on plans) --I ! <, PROP. 12 GRAVEL ACCESS 1 ••�' % t 0 (Radius to be as / 1 1 Radial ombination shown on plans) 2" f r �7 •$ ��., �'� \ \ curb and gutter M1 \ N (St'd. CG-6) - - .... - - _ I I ! Z - W m X 5 t 6" I 6 Class A3 (H.E.S. < 1 ,,.:rC - c Optional Flow Lin Concrete X Expansion Int I Expansion Joint A `# w 1 SECTION C-C j '" I `v :'; X SEE SHEETS 3 FOR Q \ N/F -``-- LOT 17 �• /f Note: Width "B" 2'-0" or as Mainline roadway 6lUAOLER N. KOONC� // AND SEPTIC SYSTEM INFORMATION. shown on typical section. / .r" • �, yp PLAN VIEW ORENDA 6• KOOIIICE ., '. I r4* .. CLAY N/LL FA%'I`9 SU�IV/6�ON ��' N� m � SECT/ON 4, LOT /8 J Y Y s m D.5. 833 3 / w _ ' -, -- e)6_ CONOIOEOArlON,4L UN/TED :S. Z . I CLEARING LIMITS .....- �; -- `� CNURCN OF CNR/6r W 0 r Construct Grade changes with a parabolic curve. p� u r — .. - E, ZONE: RA I q r..? - _ — _ >n U6E. VACANT i 10" ORIFICE ...., .•.,.- ,.,, _••••- s,D; D.B. Gj08, F�'.�. 24,0 � e 63-A-4 ! I �- epos-,� l X ZONE: RA A ,o' Parabolic curve TRAs+-, Rdue BY USE: CNURCN Edge of shoulder 8% Max. G 12u RGP BY EASTERN Ij '"' \ 63-A-4C or Optional Flow Line Slope Change -� D When St'd. CG-11 is used for entrances built STD PRECAST SUPPh- ! ss L H Mainline Roadway 8% Max —note othenfolllowinon gh VDOT prefects, please S }.1OJ_ + � - 1 T a PROF. EP _ 93 Be I I F EP Slope Change fi D )KXMoinline pavement shall be constructed (NO TOP) EX ✓0 EXCLU611E 015 N i 8 D to the R/W line (except any subgrade P I�Jr-1 -CF-UJ EC. i% t �._ \ , i 40' Min. for Street Connection stabilization required for mainline pavement which can be omitted in 1=0R 5ENIFIT 'IF p ` PROP EP 20' Desirable for Commercial Entr. the entrance.) p _ 805.63 ■ 100 YR WSE LOt 10 0-5, 3365, i I \ 10Tc 9 c _ I � � � I � MICHA S. Y 5' Min. f .. 2 �✓0 2 tU SECTION A - A ® Radial curb or combination curb 80$g0 f=r, i453 1 10 10 _ 804 / ld l/✓ i�� and gutter shall not be constructed ,x g$ 104 4 ,. Q { `'iO -1 LI NS No. beyond the R/W line except for iaJOrJ.1Z 10 YR WSI= r.� / IN, I 1 �• � 10 i { / 031162 replacement purposes. — — — .— �' 10 • > - $ i W / W4.15 = 2 YR W5E - - le P NYLOPLAk 24" CGe3 see Inc conjunction face standard this �� , •FITTMCs INLINE DRAIN ,. r W / SIONAL Guidelines for Grade Change D STD CAST -.^N: �_� ,n i W u� I Standard is to 'be adjusted to match the CRL 81�� / MA OLE � 9 88 B N _� 1 mountable curb configuration. STRUCTURE Entrance Volume Desirable Maximum See Standard CG-12 for Curb Romp design (NO TOP) n ! 1 ;,. W (jL W High (more than 1500 VPD) 0 % 3 % to be used with this Standard. STDAPNR�ECAST � � \ � \ 18 ADS { ` � � W � _ � � OLE Medium 500 1500 VPD) 3 % 6 % When the entrance radii cannot accommodate STRUCTURE 4 the tuming requirements of anticipated heavy (NO TOP) I W 10 Z. PARtCMGI 104� Low (less than 500 VPD) S 6 % 8 % truck traffic, consideration should be given to N ` I avICN (TYPJ , °� C" increasing the depth of adjacent proposed 10" ORIFICE O gs •' 13 13 k 73 0 / mr sidewalk to 7 inches. 12 RCP �/ _ EP X Optional flowline may be used for entrances �/� r ! �) Z 9 8 �iNE DRAIN FORI V (L in cut sections. f Y J 4? 2 N-20 RATED ESS (L 1 INV. • 80350 COURPN L. t l �Q 24' � : 2 ' _ i fb / Optional flowline may require warping of a portion of gutter to preclude ponding of water. CLA/v-F A: L64 �TYP'� t y�U DOOR LOC. {TYP'% \0 r- 10" ORIFICE fit' U/ B i1 DEPRESS CUR! TO ,n (L I 3 ! SPECIFICATION ZONE- — MATCH PVMT. Q X ! I REFERENCE METHOD OF TREATMENT— USE. 6FR P =' sl X �6' 1 1423' i° ! 1 ! 502 CONNECTION FOR STREET INTERSECTIONS fi ONDISE� ST2UCTUi� PETAL 63-A-8 139'll r- c►-' AND COMMERCIAL ENTRANCES NO SCALE 1 0 ,: 106 / -2� 0'.: 24' 20' VIRGINIA DEPARTMENT OF TRANSPORTATION 203.08 ( Zn t ��� � 10T T (TYP.) I -' Qif I I E-' r�� ��j CG-12 Toper curb height down �y Lie "� Z \ \ 10T 10T10 OT C 1 11(/ 1 g C 9 r- .#r i O V 1 !-4 9 r I i ! i Q to ti at this pointer 1 r� continue at to � \ A `�.. N 10`1'C TGTC � �W �•/where appioabb•'' C0-' I \ `' -.._ 0EP z I \PORTECOCHER 83 fb 66 bhp 3. 0' Permink"124 Construction Joint * .0.0. o. o • o • o 5 x B• Bon012 c-c .o•o• o.o.o•o•o ` t� Pay Un. CG-12 /r '1. 12 Var. width Skdewdk C4 wr 1,i' . Minimum Concrete o Var. J' Min. o� V \ i X X ! Z1�. ✓ � \ lJr>s Ca•• « S(dewaAt . o • o • o • o • o. o � � A�-1 I I sp°o• 1(� $ Q PermMibis Slkdeeol vor. 4' Nit+. Conobuction Joint uM CG-12 • I N 5 , 3 f 0 ! 7 Z ✓' V 8E - _ \ 1 Q� W Sidewalk S o ' ® Ross4 6 •� E-i PQC° .00•o TYPICAL ALTERNATE RADIAL PLAN e•o 81 $ 08 ) EV -13 Ilvd) 8(`�) ,6,�P/� �� 35 x 20'-12" RCP I ! Fa -I co w FOR USE AT APPLICABLE STREET / X EF ! 3 O 101% i h•-t 5 x 8• Ban O 12' c-c CONNECTIONS AND COMMERCIAL For urrxnerciot entrance q / 06 q 55 18 ! RISER STR� 3 M ! 0 Minimum Concrete ENTRANCES. (Heavy Tnak Traffic AvMlo 02wo t. i . 3 DM NAIL M 1 E-1 INV RADIAL PLAN r 134• we Standard 00-13 .i,..t °�''° STORM SE UJE R FROP i L E ( �1 / //08 4INV3 PROP. 5131 .TUN TREE6.801 { ! ►--i �-+ SCALE: HORIZ. P _ 50' / _ Y 8 c I T POND \ EX. GA7E ! 1 U) T (� _ FOR P�RRF VIl�ll A ,Via. �d<• _._.___._ _ _ - _ __._._ ._. _..-, __._,.._...____-_-VERt. 1 ,_,__r'_______. _. _ _ _ - _ __._... _ _ _, _._.___- __.__ � -ems NAu. n = +--- �� 0 8 \ x 802�''' FAI, I VE41CL U5 E. laerrnbslbb �--- I ! i �s — ...i r ® ��e1 C-. 0� w' S \ w e._O. Mln. e._O. Construction Joint. ....'.,. _... ._.� ... L. _ - .. `- l !r¢ .4 .. .. t•,� / , • r n r� C a ((Jfp r 1 \ \ a g4dDl 5i I6 86 U 9✓. t.........__`. ..,...., .. i _........ }._ m EX. MAIL B 810 -- 80$ _ ` -- _ l' -� U" (UIRE B o ,o. a •-----F Q _. .,...._ ,... M._ i.... ............ .e. p .__.- - ✓ \. �.,.I;---�.c... _ (� Var. wide B o. o - o, _.__._. __ I �_; - 7-7 -._ fs --A l----- _ Sidewalk or •� o s ... -.a.o• oo„o,o .__...._.. s. -.... _ ......`_....--._..-.flQ:. _. _...�_._........._ ..td. _._..____...-I - '^1,� 6jQ)�-•- ------._.--/- �{-. ENTR,q --. -•~_ ---. �, Sidewalk. " o. o, . o, o _... ,._._..... .. . -..- ..... _ . ...:_ ., ••_... .... ................ ... _.._._. ,• ._.,..........-... ._. . ,.. _. •. _., ... ..... ....! ""•'- NCE r , \ Spaso, o .. -__._ : , ., ..„.._ -..-.. """.,,,.. \ _ EX P RO _ - _ �1P� ATE \ �. DOL _ 6 w 0 0 M/ o � i sap. _ ._. _ _ - _. - _ _ , _ - _ _ _ _ - 1.�s+�/�/��. -'' _�1Q �. 12 1 Maximum °_ .. ..__ -�j' `Y--- I 808 � ffjil y �/ ` r 1... _ � �I IU14 /� a Q 555 /� Z 1 _...... L 81ED 31�EED L/MI7 IGHT p A -� TANGENT PLAN e'_ _._-._,..._ _... _ v.. ..._.._,..._._ _ ___. _ _ _ - IST. 1-- - ° ISOMETRIC _ __....___.____. E�.,�Rn�� •s C� PI..� ..._ ._--. .. _ ._. _._ -..._ ....._ _..- _ -. _ ____ __ �, _..- .,_ _ 808 - '�-_--•�� '-- __ ........ .... . _ ...._ .. _ ......, ,., _ _ _........... E, GHT pi`7�-- 866 1.. 1 'GRADE--* :/L try PIPS I :: ::, :....:. -, ..i ; * CCc- PS A 1 ?Ul , W _ - 7 N� Iz RAM ® 7• where St'd.CG-3 Cg-7 is used. . _ . _ " .. :....... _ _ BY VOOT INSPECTOR Curb romp floor to be dose A-3 Concrete (clave A-4 M precast) with sMp-rssistont Integral �' 10 3 , ,. ...,...,..,_ . _ .......-._ _ - _ _,.,,.. �_..� {0 / r/, t Area 7'-4• Is the minimum detectable warning surface covering the entire width of the ramp floor (romp floor may be :... ._._.,. ... i,_. - L.r-8__._..._.__._. KERN6TOiUv BATTLEF/ELD — -- Sidewalk -st- _ D �t /y/�__ Qom, ® (w or without buffer snip) achieve a 12 1 slope nuirorrant to �. Romp "I notst or cost in teexxceed adetectable m slope of 12 t»lprovided by on exposed aggregate .. S ._... _._,,._,_._......... , ,., , .., .. - .._..,. r.. . -. i INC CLARA A. LO 7'-4- A660C/ATION, W Std. CG-2 I ' Flared ekes a curb romp to be pound manaieteaIIy with ramp floor or by using per- _ _�. i . , I _.� ZONE.- a/1 zCNE= � Y or CG-e a — - minable construction )*K with required ban. - - `� •.,, .-.... j . ! .... .p__ ... L / si. i�r+ _ U T 6E- VACANT t H romp floor Is precast, hobs must be provided for dowel ban so that adjoining ford _.3 I _ __ I sides can be cost in place after placement of precast romp floor. Precast concrete shall i Q • . ---- 6E: VACANT U b. cite. A-4. s+$. ._., .. .-.: ; .. :::f 63-A-7A 63-A-7 Y DEPTH TO BE USED WHEN THE ENTRANCE Q//�� I RADII CANNOT ACCOMMODATE THE TURNING Required bon are to be NO.5 x 8' placed V center to center along both sides of the an 805 SECTION A —A REQUIREMENTS OF ANTICIPATED HEAVY TRUCK floor, mid -depth of ramp floor. Minimum concrete cover 1,4'. _._._._ _ __,--�._ — „._ w �_ ,__ TRAFFIC. Curb romps will be nwxmmd and paid for at the °orMoct unit Prices for Hydroulk: Cement 4_._. "t I'. ) G._..-132'r181'..,ggai-N __.. ... Concrete Sidewalk and Exposed aggregate eWewaNk complete M place. U6, 4 s+rk/�ii . N-1a �r.� i 1 _.-..- N 12 5 z e' Ban O 12.c_c {j i ' P.rmlem b e Const uotion Curb/curb and gutter slope tnanitions adjacent to curb romps on Included In payment ...... _ ......... _ .. { tit A Joint I. .. _.. Slope 12 : 1 Maximum for curb/curb and gutter. ____._•...-___.__..,. .,_,,.,.. ._t _ _ _.... _...,.�. __.._•_, ..._..______..._.__ DATE: NOVEMBER 2000 This ram • precast may y be plan. Whom used In conjunction with standard 00-3 or CG-7, the curb fad on this Standard b • , to be adjusted to match the mountobb curb configuroHon. _ ` ' ..� .. .. Curb Ramps are to be located d shown on the plane or as directed by the Engineer. -..... ._ :.-,... .... �xO1 Accessible route b dsRcontinuous..,. ,_,. �....,._.,.....yy_. ... � _......_,. -.. ....... ... ,.,, _... _... -V.. ...._ - .,..._. . QJ . � .._.. .� SECTION B—B 111 Ace reed as a They are to be provided at intersection. wherever on accessible routol"witiAn the right- a- ._,....___.____- _- : _.,—„—i III -_ - SCALE. 1 = 40' unobstructed, stable, firm and sip resistant way of a Highway Facility croons a curb regardless of whether sidewalk Is existing. _ ....-...�- --j----„" ----------.--.. I., ._ aJ •o•o• path connecting all oodsdble ebmenb of a proposed or nonsxM..nt. be offset from n crosswale d shown on n• .o• Umtb a Exposed aggregate etdelwk -- facility that can b. approached. ."tend and or d directed by the Engineer, but should not be lad behind vehicle s�pt roes. �O e __..,-._ ..._. .... ..)�..-,._,_.. 1..-. �. : f .. _.......:..-..� ,I /� ® Treatment when wkfth of sidewalk or Wdowdk used by Persons with mobility impairments. Existing light poles. fee hydrants, drop inlets, etc. will also offect 1.._ VVV 1 1�� 2� �•}0 8SL/ space Is ton than 7'-4• _ _ DESIGNED BY: MSS � �lF- 1 (( 1 CURB RAMP SREFERREENCCE I 1 g >Ly m i Ly �� ]]7 SCALE: 1" _ 40' FILE NO. 2703 (PERSONS WITH MOBILITY IMPAIRMENTS) 2os.o9 � /� /� /�/� v /� FSHEET 2 OF 5 Revised 3-25-9e VIRGINIA DEPARTMENT OF TRANSPORTATION 10+00 10+50 11+00 11+60 12+00 12+50 10+00 10+50 cn cn O 0 ry c� m d--i 0 v 0 ry 3 TD 0 r` C., m u., U r- L U C �O 4� N L U _CL) J 3 Z M 0 r- CU a� LL n 0 PUMP Tr4N< CROSS SECTION NOT TO SCALE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING AN ADDITIONAL AUDIOVISUAL ALARM SHALL BE ALL GUIDELINES OF THE VIRGINIA SEWAGE INSTALLED IN THE HOUSE WHERE SOUND WILL BE HEARD. HANDLING AND DISPOSAL REGULATIONS. CONTRACTOR SHALL ENSURE POSITIVE INSTALL A RHOMUS MODEL OPW II-202 AUDIO VISUAL ALARM AND CONTROL PANEL OUTSIDE SURFACE DRAINAGE AWAY FROM PUMP TANK. ADJACENT TO PUMP TANK (15' MAX.). NEMA 4 ELECTRICAL BOX RISER HEIGHT VAIRES WITH EACH TANK, SEE SITE PLAN FOR GRADES. GROUT OR SEAL RISER AT JOINT WITH TANK PROVIDE SCREENED VENT (2" PVC) EFFLUENT INLET DRAIN TO DAYLIGHT 1/4 DAY STORAGE T ABOVE ALARM ALARM ON DIFFERENTIAL FLOAT SWITCH N/A 12" PERFORATED UNDERDRAIN SIGN CALCULATIONS: 2-1/215CH 40 PVC ° FORCE MAIN TO 5PLITTER BOX ° BALL VALVE QUICK D15CONNECT ' ATTACH ROPE OR CHAIN ° TO REMOVE PUMP FOR MAINTENANCE CHECK VALVE 1/4" WEEP HOLE ZOELLER EFFLUENT PUMP MODEL 98 CAST IRON SERIES 35 GPM e 17B FT. HEAD SET PUMP ON 4" PAD SET TANK ON MIN. 6" 051 STONE MAX. DAILY FLOW -- 20W GAL. (AS APPROVED BY HEALTH DEPARTMENT FOR ONE (1) SUNDAY SERVICE) SEPTIC TANK CAPACITY (MIN. REQUIRED) = 40M GAL. SEPTIC TANK CAPACITY PROVIDED = (2) 2000 GAL. TANK5 IN SERIES STORAGE/FUMP TANK VOL. = 3,500 GAL. STORAGE/PUMP TANK CAPACITY ■ 48b3 GALIINCH MAX. ALLOWED PUMP DOSE TO DRAINFIELD = 543 GAL./DAY STORAGE/PUMP TANK SIZE 15 BASED ON MAX. FLOW OF 20W GAL. ON SUNDAYS. CONTROL PANEL SHALL BE SJE-RHOMBU5 MODEL TD PANEL OR APPROVED EQUAL. PUMP TIME SHALL BE SET FOR 9:00 AM EVERY MORNING AND THE PUMP SHALL BE SHUT OFF WHEN WATER LEVEL DRAWS DOWN TO 12" FROM BOTTOM OF TANK ALARM 5ETTING SHALL BE 59" FROM BOTTOM OF TANK (BASED ON 48.63 GALAN. TANK). (MAX. ALLOWED PUMP D05E TO DRAINFIELD = 543 GAL✓DAY.OR 11.16" DRAW DOWN) PROJECT: New Life Christian Church File No. 2703 Total Dynamic Head Calculation Based on Schedule 40 PVC Pipe, Size = 2-112" Static Head: Minimum Water Level (Pump Off Level) = 796.15 Discharge Point = 809.92 Static Head in Feet = 13.77 Friction Head: Design Flow in GPM = 35.0 Length of Straight Pipe in Feet = 389.10 at Design Flow, Friction Loss/100' of Pipe = 0.81 (From Friction Head Chart) Friction Loss in Pipe in Feet = 3.15 Equivalent Length of Fittings in Feet = 55.70 (From Chart Below) Friction Loss in Pipe in Feet = 0.45 (For Fittings) Add 100%, Pump Wear 3 Pipe Erosion = 0.90 Friction Head in Feet = 4.05 Total Dynamic Head: Total Dynamic Head in Feet = 17.82 (Static + Friction Heads) 510 an DRAINFIELD LINE DETAIL• (NOT TO SCALE) dt-dretnFisld-tV= nc ion Losses through Plastic i mgs in terms of Equivalenf Lenghts of Plastic Pipe 2-1/2" Valves Fittings Gate Plug Globe Angle CFecK Coupling 45 Benden ee No. of Fittings 10 1.0 1.0 5.0 1.0 Friction Loss 1.7 21.0 3.0 4.0 10.0 14.0 Equiv. Ft. 1.7 21.0 3.0 20.0 10.0 Total Equivalent Feet or Pipe through Fittings 55.7 SCALE: HORIX : 1"•50' VERT.: 1"=5' 11+50 12 +00 12 +50 13 +00 13+50 14+00 14+50 15+00 15+50 I i �112 4 E ;�� "%-,% 12 / 810 45' BEND \ / FORCE BOX / __. • 5x MAN N, P I o-. Lit - ` M - '- - / 2-PIPES OUT,, (2) 45' BENDS 45' BEND I 810 0RT i V -�X _ a 1 xl �r9 . 1 4" PE ° YPa v R 009 1 L pp LINE � i , 01"iqOrr c�OL1D BpX 10 p - s "� r11TJ. 5+~OP'E : m33�° 5P�I11ER : qo 1 (50 \ i 9 (1YP•) DRAINFIELD LOCATION AS APPROVED BY THE HEALTH DEPARTMENT, MARCH 13, 2000 1 11-114' BEI i ,,rram� DRAINFIELD SIZED FOR 600 GF0 I (509 i AT 90 MIN. PER INCH PERC RATE. 1 x PER REDS, 3,150 50. FT. MIN. AREA r i REQUIRED. LO DE51GN PROVIDES 20-53' TRENCHES t 0(5 i AT 3' WIDTH = 3,180 SO. FT. 1 x CONTRACTOR SHALL CONSTRUCT LINES TO FOLLOW CONTOURS OF GROUND SURFACE. 50go RESERVE AREA I t003 c�Oi 10933' I x I I I Cam/ O (o � � . _. _� I__ i x _ f. - I g0, 80i' / Opp 00 I% I Z W W Z W o co � co 02 It 40 CO 1 rn Z x � � Wb Q) W °O 1LO U � 4) Hw 1-4 >I F > ' ' O 5� W w a i W o 1' 1 Q i 1 I kp i i I I i Z IL �I I 005 N l x IV. FM.=8ou INV.=81.4 \ -1- ii 10 ii 20 • ii . v C-sRAPHICAL SCALE:0 b �� CD 0 w co S-NL TIJ O t� ICHA� LICeNS No. �Q-, 0.31162 �SSIONAL �G Mr U cc D T i .--� E El Z Q a > � W - o U W EE - E_ C0 W C() >-+ C0 00 U U C0LL W SIEMENS U f=, U � W Z DATE: NOVEMBER 20001 SCALE: 1" = 20' DESIGNED BY: MSS FILE NO. 2703 SHEET 3 OF 5 O i x Ln 0 0 (u cfl CD CV AD I ED 3 U) m 0 r- CNJ L c w U L L U 1 L L LJ _CD J z i m 0 r- R, cn aD 0 0 EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THE PROPERTY IS LOCATED ON MIDDLE ROAD (ROTTE 628) APPROXIMATELY 1.0 MILE WEST OF THE INTERSECTION OF MIDDLE ROAD AND VALLEY AVENUE (ROUTE 11). THE SITE AREA IS 5.00 ACRES OF WHICH APPROXIMATELY 321 ACRES WILL BE DISTURBED FOR CONSTRUCTION. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 1,125 5Q. FT. CHURCH BUILDING, PARKING LOT AND ON-51TE SEWAGE TREATMENT SYSTEM. EX15TING SITE CONDITIONS THE SITE IS CURRENTLY VACANT WITH A TREE LINE TRAVERSING THE MIDDLE OF THE PROPERTY FROM EAST TO WEST. PREVIOUS USES HAVE BEEN FOR FARMING. ADJACENT PROPERTY THE SITE IS BOUNDED BY RURAL AREA (RA) PROPERTY TO THE NORTH, EAST AND WEST AND MIDDLE ROAD (ROUTE 628) TO THE SOUTH. THE PROPERTY TO THE EAST IS USED FOR A CHURCH AND THE OTHER PROPERTIES TO THE NORTH AND WEST ARE SINGLE FAMILY RESIDENTIAL USES. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STRUCTURAL MEASURES PHASE I: A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM MIDDLE ROAD TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE SHALL REMAIN THROUGHOUT BOTH PHASES. SILT FENCE (305) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. DIVERSION DIKE (3M) SHALL BE INSTALLED TO DIRECT OFF -SITE FLOWS AROUND THE DISTURBED AREAS THEREBY MINIMIZING SEDIMENTATION ON DOWNSTREAM PROPERTIES. A TEMPORARY SEDIMENT TRAP (3.13) SHALL BE CONSTRUCTED AS A PHASE I CONTROL MEASURE PRIOR TO CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE 11: ALL CONTROLS INSTALLED N PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. STORM DRAIN INLET PROTECTION (301) SHALL BE PLACED ON INLETS AS THEY ARE CONSTRUCTED TO PREVENT SEDIMENT FROM ENTERING DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF DISTURBED AREAS. CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT, TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE, TEMPORARY SOIL 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 SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE, THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POUTER TELEPHONE, STORM, SANITARY, WATER < GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING, DRAINAGE 5WALE5 SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM ER05ION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE 5HOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEA5URE5 ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS 15 MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRA55 IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE ACTIVITIES 1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAP, CONSTRUCTION ENTRANCE 4 DIVERSION DIKE). 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. 1. FINAL GRADING. 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 5. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR EROSION/SEDIMENT CONTROL LEGEND NO. KEY 5YM50L DESCRIPTION 302 O TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 305 O X X —X- SILT FENCE 307 IP STORM DRAIN INLET PROTECTION 3m ® CD TEMPORARY DIVERSION DIKE 3.10 (� TEMPORARY FILL DIVERSION 3.12 �V .�.�� DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 O ® OUTLET PROTECTION 320 O �, -�, - - CHECK DAMS 333 O ----- SODDING 338 O 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING t 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 ESLGND2 SEED ING NOTES: I. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 332 OF THE VESCH, 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF SO L55. PER 1000 S.F. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. 0000 LBS. PER ACRE). 5_ SEED MIX SHALL CONSIST OF 90ro KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNI RYEGRASS APPLIED AT THE RATE OF 250 LBS, PER ACRE. (o. 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. RUBBER HOSE GUY WIRE 012 GAUGE TURNBUCKLE TREE WRAP WITH 509. OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MULCI-1/3" SAUCER PLACE TOP 1/8 OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL - TREES OVER 2-1/2" CALIPER (NOT TO SCALE) LANDSCAPE LEGEND KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS TW A THUJA woodwardll Woodward's Globe Arbovitae 24" 51 AS SHOWN GT Ankh GLEDITSIA trlacanthos 5hademaster 2-1/2" cal 2 AS SHOWN "Shademaster" Locust LS ® LIQUIDAMBAR Sweet Gum 2-1/2" cal. 2 AS SHOUIN stgraclrlua NOTE: TREE SELECTION SUBJECT TO CHANGE WITH CHURCH APPROVAL. i 8124 r � 8lo1 \x X alo- --- �Qi r ----_ / f _-- ` (� we I / 8 — — I — — — _. -- � I we X 0,8r x — X CONTRACTOR SHALL CONSTRUCT I DIVERSION DIKE i STORMWATER i r MANAGEMENT POND EMBANKMENT J I WITH RIP -RAP LINED WEIR AS A FIRST I q�� STEP PRIOR TO CLEARING REMAINDER I 5 OF THE SITE. TO DIVERT OFF,SITE RUNOFF i f D AWAY FROM CONSTRUCTION AREA. X CLEARING LIMITS -- I j x ! -- yD$ — — L bt ` T I MDD4E ROAD (RTC 6M ff _ - - - - - - - - - - -= a08 804 THIS SHEET FOR EROSION/SEDIMENT CONTROL AND LANDSCAPING ONLY! � o I Z i I W W Z I I Z W O � N Q1co r- ,:v co ~\ Zx �; I to c\2 L1J ( o ui0 Lo l o� sue. rh `l tw a 0 is W r!) 804 + 1 I � 1 f f f� i 5) f I TRAP) I i UTLET) I I I j � f j j I f ` I f 0 ti �I INV. SCALE: I" = 40' W e o AQ 0 MICHAE �S.IQMK �� L� ENl3E I No. O� 031162 sSIONAL V w Q z VE o � z Z Q O �' E O E— Z � W E­4o crm hT� U ►__4 Z LL O O W w Z DATE: NOVEMBER 20001 SCALE: 1" = 40' DESIGNED BY. MSS FILE NO. 2703 x SHEET 4 OF 5 4" REINFORCED CONCRETE cG 2 SILT FENCE INSTALLATION STONE CONSTRUCTION ENTRANCE +� o ON5I TE T"'rF I CAL PAVEMENT SECT I ON 3000 PSI Z I I- SET THE STAKES 2. EXCAVATE A 4" x 4" TRENCH NOT t0 SCALE 4" SUBBASE 121-A STONE) UPSLOPE ALONG THE LINE OF STAKES. 10, MIN. EXISTING UJ WIDTH VARIES A PAVEMENT SEE SITE PLAN 3' UJ _ I- �� - TABLE DOUBLE PRIME 4 SEAL PER 1�4 I � � 4n FILTER CLOT b" MIN. ARM (OPTIONAL) VDOT SPECIFICATION5 .. 4"� < .Q • tl • -III A 6" SUBBASE VDOT STD. CAR-21A 11 o • 4 II SIDE ELEVATION Z 11 ;A:a 11= 4 12*R _ = EXISTING -III=1 I I -III -III -III -III -III -III -III- COMPACTED W5GRADE _ _ _ _ _ I GROUND ,m' MIN W 0 f I I 1=T I �i f I-TTf IT( TTT Ti-TTT 1 i CD IUD (COMPACTED TO 135% DENSITY I -I I-III=III=III-III-III=III_ to 00 AT OPTIMUM MOISTURE CONTENT _ _ _ _ _ _ _ a 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT THE B (OPTIONAL) 10" MIN e-.4 -) I I -I I (-III I -III -III -III -I I fO TO STAKES AND EXTEND IT EXCAVATED SOIL. IOPTIc7NAL) >- C�1 VDOT VTM-I METHOD) INTO THE TRENCH. I \\ COMPACTED W15GRADE Q Concrete to be Class A3 if • - �+ •.. � � DENSITY) cost in place, 4000 PSI if EXIST I~ ll (95�o precast. ° • 12' MIN• ^' COdo to Surface PAVEMENT ta0 PAVEMENT DESIGN BA5ED ON A 5UBGRADE CBR DE51CsN VALUE OF 6. SOIL TEST 11 9 OF THE 5UBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED �W; f POSITIVE DRjN� 10 R Z x to � PAVEMENT SECTION TWICKNE55 PRIOR TO CONSTRUCTION. COI �lCR T S I D W J.K DETAIL r ; Base I / G CE B TO SEDIMENT TRAPPING DEVICE b 00 Dt- Vint-tarchl - ° MUST EXTEND FULL WIDTH OF LU � N ,0 � (NOT TO SCALE) :: COYIC6W • a This item may be precast or cost in place. _ - INGRESS AND EGRESS OPERATION PLAN VIEW 0 t7. • Subbase SHEET FLOW INSTALLATION - H 44 (PERSPECTIVE VIEW) 8' 12, MIN. ^ SECTION: ?�M09o71 2" Radius This curb is to be used when design speed 3" MIN 1U 0 Qu4rz/7r PUMP9 SNCE /9199 • ��� •f - ` � 319e , ^ 6+ f Product ;niormauon . ! O Sttperseda = W -4E,Ao .APnc;^� :.L'PVE - �"- - in 40 MPH or less on Rural Highways and Note: Curb having o radio of 300 ft. or less •NN presented nere redacts .997 ` MOCEL '08' r '• • 45 MPH or leas in developed urban and (along tots of curb) will be paid for as radial = 3 MM. n•`� N �• > ' I . I Surface suburban areas. ouhacatwa tlCon suuf 'auory U� PUMP �', ° curb. I I I I regarding clscreoancies or j MAIL TO: '0. 3OX 16347• rouswM, KY 3025lr0347 37 ___ _ '-� • %� • .nconslsancies. 't"--� SHIPrO: Jb49Cate RunRaed •Louisville, KY J0211-1961 - � ----- j- � * The depth of curb may be reduced as much as 3' FILTER CLOTH--'" � W Cn 0/ hMYAvww.ztSMler.com r502)'78.2731.11800)928-P/MP•FAX (502),-7s3624 i s •'• �•. .a Base (15" depth) or increased as much as 3"(21' depth) FL� jECTll�N A -A Eo in order that the bottom of curb will coincide W with the top of a course of the pavement A _ �,.. ., Sub substructure. Otherwise the depth is to be 18" as COMPARE THESE FEATURES s 5 _ _ _L shown. No adjustment in the price bid is to be Non-cl in engineered plastic vortex '�' • - 8 made for a decrease or an increase in depth. �s g g I 98 Cast Iron Series eP mpeller design. U� "FLOW -MATE""' - - ACC CURB IS ALTERNATE -I •` !4 ' �F.. - -►II„� I m Durable cast construction. Cast switch case, I _ motor and pump housing and base. No r , r sheet metal parts to rust or corrode. (FOR PUMP PREFIX IDENTIFICATION SEE NEWS & VIEWS 0051) _--_ - SPECIFx•ATION '! POINT A SHOULD BE HIGHER THAN POINT B. Castings - All cast iron class 25-30 25000# FOR SEPTIC TANK : REFtT MCE STANDARD 6 CURB d 'ensile strength. LOW PRESSURE PIPE (LPP) s. A ONs c c 3C o c 60 30 105 VIRGINIA DEPARTMENT '�„1 Bearings - Upper & lower oil fed cast iron. AND ENHANCED FLOW STEP SYSTEMS =RS 502 of REIPFORCED CONCRE SECT ION 5-5 DRAIN SPACE 3V TRANSPORTATION Io1.o1 DRAINAGEWAY INSTALLATION Stainless steel screws, guard, handle and cw =r= uiMur __ __- ___ _-___ - _ I-i EFFLUENT l (FRONT ELEVATION) arm and seal assembly. I?aD-306 EeD-'aEd S� - -- • Float operated submersible iNEfdA 61 OR DEWATERING PUMP 2 pole mechanical switch. t SUBMERSIBLE;' - TEMPORARY D I VER5ION DIKE TEMPORARY SEDIMENT TRAP W W • Oil filled motor -hermetically sealed. 1 /a NPT DISCHARGE 0 ,. -_-- = PIPE OUTLET CONDITIONS a Permanent solit capacitor motor 6 a = Entire unit pressure tested after assembly.A A Automatic reset thermal overload xas,• -- protection. L I' VARIE Carbon and ceramic shaft seal. Watertight neoprene's-' ring between ORIGINAL GLASS I -•- COMPACTED SOIL VARIES• RIPRAP MODELS AVAILABLE motor and pump housing. / -- f 3d `'':..' GROUND YIO ° .:: ; ELEVATION Imo, Automatic or Non -Automatic I -- --- --„az d Maximum um temperature for effluent or 4 H.P . ' Ph., t 15V or 230V CONSULT FACTORY FOR SPECIAL APPLICATIONS O W IS" MIN- a VARIES* 0 dewatenng 130° F. - 54° C• Available with Piggyback ' Q Electrical alternators. for duplex tams, are available and Variable level float switches are available for controlling single PIPE OUTLET TO FLAT '' , ^^ bl GU. YDJACRE 4`i [_ • 60 cycles, t 725 RPM. /linable Level Float Switch. j supplied with an alarm. � • • ' � '• •' and three phase systems. AREA WITH NO DEFINED N I Mechanical attemators, for duplex s Passes !� rich solids (Sphere). systems, are available Double p,ggyt7ack vanaWe level (coat swtcnrs are available CHANNEL A No screens to clog. I With or without alarm switches. i for variable level long cycle controls. Standard Ord !ength 15' (UL listed). j ' FLOW '.� . 61 t:U" YDJACRE 4' MAX. PLAN VIEW (EXCAVATED) FILTER CLOTH ORIGINAL I MODEL 78 SELECTION GUIDE Standard all models -Weight J9 Iles • `' H P COARSE ELEVATION /:" NPT Discharge i 1 %2" , 2" PVC Adapter 1. integral float operated 2 pole mecnari al sv= no external mnwl reouNev T ncluded nnth BN & BE Models). 98 �,,,a 2. Single pgh. Rete variable >� Boat swn7 °r dope oggyoack ane�e b�r -III-III-III-I I i_I I I -III -III -III -III III -III -III -III -III L x �l I,ao,fel Volt-0ph aapdN Amps Simplex rol � opwx 3. BMecnanpl alfemator 0-0072 a 10-0075. AGGREGATE 0 On point - J' 2' L a M9B /,5 Auto 94 , � • 6 7 � _ . 4. ses FM07,2. � mr�d model of Electi,ral AxematOr. I -III -III -III -III -III -III -III -III -III -III -III-III-III-III. Off point - 3" Ni 115 Non 9.4 2 or 2 6 6 3 o a & 5 5. Conpa sw tdh 1 M225 used as a contra as n ator. sl ecuty auDiex ;;) or is 1 Major widen - l o + �' o9e 23o Auto 4 7 3 7 _ Boat system I I �� I I i III III I I i III III III III III III III III I I I 6. Pour (4) tole J-Pak, junction box, for waterlgnt connection or wNed-m o x � CROSS SECTION OF OUTLET c98 230 i Non 47 2 or 2 8 6 3 or a g 5 Two (2) or dutxax operation. t 0-0002. 45' MIN• MICHA L S. • Height - 12" � ?. Two (21 row J-Pak, for we1■rtphl connecton or sa4ce. d SIMPLEX AND DUPLEX I I CAUTION I '/-II-/_, �I LICENS No. SYSTEMS AVAILABLE °'"°°°^°^ '2oi""«� ro « ■•u v,neole ate 5 maUliallOn of cantrall drateChOn a ,"M and along snows of aline a dualr6•d FILTER CLOTH :Mill: EWCMCW Alsmanr.FMWBQ Mapsrpl Aa■Mp. FM3496: S,nVS•wNge Basins, FMOSB7. licensea•lectnuan. Allaiectr-(ono salary codes anoule wfoibwed rncwamg,he most SECTION A -A •T� � 7 IN 6"-9"; REcoYI�IDED FOR » paenlart'gR 031 162 O SMW Phases Srnpla- Piano Comm. F7a1398:Aism Sf-tars, F7407SL racent National Elecinc Code INEC) and tM Occuaatwnal Salary lino M•aith Act IOSNA) LENGTH (IN FEET) ■ 0�S PACKAGED SYSTEMS -. ` 6 x DRAINAGE AREA S1L FENCE DROF INLET DIVERSION (INAC-)'SIGNAL AVAILABLE RESERVE POWERED DESIGN p, � DIKE • For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. � / MODELf3N98 Note: The sizing of effluent systems normal requires g ry � fi ROTS CT (Ol�l 3d (MIN.) CLASS I RIPRAP variable level fioall controls and property sized rAn ro F o. ear r6347 A O basins to achieve required pumping cycles. ala3✓at■xaraa � i i t p iI�I �t �,/ sIw TO: 3aa9 can. rrm rrd.a fU/b1P `O r502) 77aWw1k I la dif92&Pua1P FiaA,r Sel:r /4999 d 2 X 4. WOOD FRAME DROP INLET M¢slMnvw.zoe/aeepn FAX l5n7177A.11t71 ' O WITH GRATE PIPE OUTLET TO WELL 1 11 1 1 1 I 1 II 11111 1 I 1 f I 1 I 11/ /''' •' T DEFINED CHANNEL LS, MAX PRI�NE 1 7 1 11 11 11 11 1 11 l l l l l l 11 1 11 111 I I I 11 1 i 1 PLAN VIEW 1 SECTION: 5.10.270 L a CC�•7 iq:(i it QUOUTY /-'JMPS ;";/,YC.� /uuu =�50503 3' MIN. Z 394/� Single phase, simplex timed dosing pump control. ''x c: nfcrmauon J..1.2' eO U Sucersedes 0 X p 7 '' JC3 :ondmons t 3c:o ;t PUMP !O. Sy �� XCAVA /�-�� :um,canon Scnsca rs,st , •egarmng TED The Model ID Centrol panel provides a reliable means of controlling onu single onase sumo - : scrz0acc:es Jr ^ccr.slztenc:zs d GATFER AREA COARSE ,4GCsREGATE" .--•I Nall '0: �C =Cx 'S 4, • _:ulsvnle. 11'-J:_o-: J7 GATNEW U n onsrte seohc nsta!lauons. a programmable rimer activates a magnetic motor contactor :o AT COIef�RB ;HIP r0::290 ::d 'ddlem _Jne •-JWsvnle. eY =02:d N -urn the pump on and off. t low Hater float overrides he timer t prevent :he pump rein 1 = = 3-:'?' • ' 3C ; _.3-�' t1F • =2X :d< ""=-:E23 SECTION A -A �i �� • FMTER CLOTH KEY IN 6'-9"; RECOMMENDED FOR ENTIRE PERDIETER 'mil �`� OUTLET (PERSPECTIVE VIEW) � �, I-+ running Cry An alarm float activates the audio;visuai alarm system indicating a sign awd 7 level. Common applications nclude sand filter systems. pressure distribution systems. fl^ t� NOTES: 1. APRON 12UNG MAY BE RIPRAP, GROUTED RIPRAP, GABION ' 11 IImo+ f-•.� r� mound systems. w anv application requiring a timed dose s I FRICTION HEAD BASKET, OR CONCRETE. RSPE CT I YE YI EIJuS -COARSE AGGREGATE SHALL BE VDOT e3, e351 OR 5 Q P_ L 2. La IS THE LENGTH OF THE RIPRAP APRON A3 CALCULATED EOD_313 Model snows T_.1 �eoreserts F'1c:fon 'ass .n plastic Dice scnecule �C. To1W914x USING PLATES 3.18-3 AND 3.18-4. ►-a H AW"M it A Velocity measured :n ft.;see., ass in .`set of aster eas er :00 !t. of a S. d 1.6 TD[ES THE MAXIMUM STONE DIAMETER, BUT NOT �J I L T NC CUL 1� RT INLET 0 o pl x 374• ;7A• 1'<• 21 �' 4• LESS THAN 8 INCHES. BTAKE 'z Qr�l� F I O 1�1 ..�., ,�„ ,,, ;�„ ,,,, ,�„ ,,, �,,, ,,,, J„ �,r Source: Va. DSWC Plate 3.18-1 PROTECT I ON ►-f �; :.:° }.47 :-:a C-!9 uu V I 4 4.:5 -6.1 2.41 J-29 [.49 :.63 36 :7 67 :2 FAi3Ri r 1 r i, LI I I � / Entire control system (panel a 5.34 :6.a 3.61 6.91 ..:3 LL• ..:9 .S7 ?• .:6 77 09 / t l EfiDIIAA�LL ! 9 45 •6.1 4.a1 IlJ :-2 S.aa 1.;2 .93 1.:6 •5 :6 J2 CS and SWdCheS) is UL Listed t0 tO :06 "A 501 17.9 J.� 5.50 i13. :.N L37 57 �TS :/ y} 7e I' a meet and/or exceed Indust _ • I industry 7.:2 :•.9 4.46 ,-S :.37 305 1.39 9, 1.:5 .:7 5I 1 D j ! I� safety standards :5 c 9 02 50.9 ' 60 a.a J 86 3.05 2. 36 LU :.%0 y :.�! Li .act p 49 77 ■ I �.,.I O :e :o a }0.9 6.69 :6.3 J 36 4 :a : !3 :_99 a 1'/"\l Vv . I' MIPL I I ■ Dual safety certification for the :0 Y PIPE I1.0 67.9 : H :9.7 •.:9 5.:1 3.13 :.H :.01 36 :S 9 b J0.1 3. )d 7 a0 J_ao ).47 :.:0 1.So e7 47 :.J9 :a 3I >a e. :/ i 4 e ! '. i . . '�MEE ! I United States and Canada tea, .9 C2 n.a 15.9 75 43,11 10.3 ,.;I s.17 :.s9 ;.30 :. JO ]s .➢7 .11 ;7 J6 -• P , • 6 II 5 7 37 ] 02 JS.9 7.J1 :4.; 3.51 6.91 3,35 :..0 :.J5 31 Package includes float switches 5 :/ 5 79 oa a . • e . " 6, A • • • a x TOE CIF FILL--- 4-- b s; °• s 'IFE :.sa a.4 3.5a :a.a s. o s.a3 }.az J Io 07 ..:/ .' •' t 5 :7.1 ' Oe 10.9 4.70 _3S 3.03 .32 '7 : 30 :9 :.J2 :0 • ♦. G �. A. �- .i • .. . ..d I, (optional) 'S 'S 04 16.;0 ?e 33 .:1 :..6 :• ::3 •-- i I !� :0 32 03 .37 >Z 10;2 �.: 1.a717.1 4.;9 465 JJ3 1.56 :.17 67 62 •..' Q' ;. .}: •• y A w :S 30 .>D u 02 a 7 !3.8400 9A4 16.0 5.:6 S 53 7.69 1.:9 : 39 ',4 :.5 H :.1 :9 • • i : e ELEVATION s/••s� /.t� /A� ' / Complete with step-by-step c605 :.� :2.87 •0.0 9.44 lib 5.-4 6.51 • OI :.:9 ie0 xI : 95 ',p :.:7 - . •l.. 01- V T /-1K� l'--'tND N' iriStallat10n instructions :7 92 -6.7 10..3 :I.6 6.21 -.'6 4.:6 2.53 2.32 :.02 :.Cp 47 :.� :S :0 ;9 C• :3.01 .3.1 11.02 :1.9 6.69 3.64 •,69 :.91 3 :.:1 .47 :.:9 '0 t II11 w Three-year limited warranty -S 3 .:1 .91 05 :6.0660.6 11.69120 -.:7 9a1 S.o3 3.37 }.:3 ,.,t ::32 .,a :.91 :4 :.3 1 -ro FABRIC ORIENTATION DETa4IL to b :. Jl .:5 .96 J3 17.:6 6e.: 12.e9 J2.0 7.65 11.1 3.36 3. 3:49 :.34 : 60 s9 :.04 .}a r F� 1. Enclosure measures :0 x d x 4 inches i25.40 x 20.32 x 10 16 cm) I 75 :.37 a % >a a.a a.o ;J. a a.7 s.lJ : 3 S.� J.31 }.e9 :.e6 :.63 76 (l yp.) SLOTS FOR DRAINAGE x W NEMA 4X luitravioiet stabilized thermoplastic Ndh removable f.,nges for '° :.•7 :a L02 >7 :.:7 +1 I_ :9 1-O 94.6 14.7I 19.5 a.61 17.3 6.03 4.61 3.91 :.92 :.92 .SS :. 30 q ?5 1.55 -e 1.C6 .37 L4.93 43-7 9.08 :5.3 6.37 3.07 ..3: :.04 :.9, ?6 .41 53 outdoor or spoor Jsei D :00 :.e3 :9 1..3 x 15.74 47.9 9 36 :6 3 6.70 3.6• 114 W 2. Magnetic Motor Contactors controls pumps by switching hot electrical COOS :10 :. 9 :3 :.:S :o :zn 57.J Io.S :o.: p e.ai - ' .> 3 _s C7 :.35 91I A g" ::O I.% ;7 ,.% .:1 1' 'IFE ]a.e9 67. :1.1 :7. 3.G '-3` J.L .:S :. 11 a9 ties. LISTED s 7.s9 J:: }:9 .99 .45 706 .30 'a : SPECIFIC APPLICATION FTZ-4 40 i12 .JI 1.,9 :J :0.46 39 3 :3.• 31 1, 8.71 0.79 ,.e/ :.91 ..:: :.,a 3,}I 97 #"''. C :a :.:9 41 l.-3 :5 xl ?1 L'.O4 a9.3 :J./ ]I.3 9 38 10.5 6.13a 4 32 4 54 :.93 3.17 : II 3. HOA Switch br manual Dump control. o :.4s a :.r0 a o4 :}., :+ 3 a ; :o - :3 o n 71 a i 97 :..7 J.a2 : _, II THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 7 1 I - 011 -IF 4. Control Fuse .60 :.61 .6 :.30 :9 : J% :5.3 •C I :0.; :J 6 6,g4 0 9 2-24" p6 REBARS :80 �7 .Sol :.71 :: :-.;8 05 :6.} ♦5.: :1./ :6.0 : 36 5.:5 S r: 1' ll11►►••�3 5. Alarm Fuse ao :.9• 7 2.a 4 :.:s b :6.3 ;.31 3.38 5 S5 . 60 .� (TJI"� INLET DRAINS A RELATI VELY FLAT AREA (SLOPE NO GREATER a TOE t7P FILL :9V J.10 of :.16 .:6 .:7 :0' ?:PE :a.: :5.3 .7 :a.6 1.:4 5.:3 6.i7 J 79 134 :.38 FOR WHEEL STOP 6. Float Switch Terminal Block :Zo 3.:7 33 Z.44 :9 :. 3 n �n THAN 59b) WHERE THE INLET SI-IFFY OR OVERLAND FLOWS (NOT :9.: 6o a :J.4 :4 1.ed 7. 36 6.;4 J.;1 :.:1 :.06 .-0 3.92 37 :.N .31 : '' ']a 70 .0) ::.0 + :•.7 :•.9 9.Js :o.o -.;. ..3 : 62 :,., EXCEEDING I CF.S.) ARE TYPICAL. THE METHOD SHALL NOT eILT � 7. Power and Pump Terminal Block :4p ).91 % I.39 41 16 :0 9B J3 _.9 33 5 I A :e.; APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS ' DISTANCE 16 �' PflrIIr1P1 PRow :60 4.:5 1.17 2.a1 .54 : >6 : :.% J4 :49 :19: 17./ J3.0a07 e.a :.:a I8 TONCE EMDANO'ENT 8. Programmable Timer with separate variable controls allows for setting :!0 4 So x.Jo 3.11 + :, y :7 :.a .3• as 18: IN STREET OR HIGHWAY MEDIANS. the on and off times from 05 seconds to 30 hours. :eo 4.950 1.4e 1.13 62 : 71 • Cs �2 :5.: 9 0° "95 7.15 3 as 300 ;:0 3.13 :.oa J.:6 .rw :.% :.7 I }! .b :0.1 4).: 170 :, 9 9.7/ ' 90 ' 66 4 SECTION A - A }40 S.N 1.37 3.-a .;6 :.:a -:9 :9 77 mpc a.6 4B 4 7).3 :0.1 10.40 138 3.:8 ..97 FLOW 9. Circuit Breaker provides Dump disconnect and branch circuit protection. +.9 :. s :+ s _ 3 n m 1.38 5 :7 , A 10. Red Alarm Beacon provides 360' visual check of alarm condition. Ad 5"1 - 07 4.00 36 ° -1 i7 � -4 o°.: :5.6 :4 7 u,-0 :! 0 I' ;0 6.:5 WHEEL ff �/.�� LU -00 6.19 :.5 4,:2 .03 :.50 :• :5 -9 :.� 23 :,.3 71.3 :6.3 ; 7 13.J • • > • "!3 W�EEL STOP ,._J •CO 6.44 :.S + 41 1.C7 :.60 =3 : e3 :9 :.:4 a 11. Alarm Horn provides audio Naming of alarm condition (83 to 85 decibel '6'3 %J.J :7.. 'a.6 ;7.0 : • :o to E: NC. Eroalon and $Cdlttleld COfttroi Flannklg 17f[A D :sign MdfNJAI. 1988 PLATE 3m1-I 4q 7.:0 3.1 5.00 1.:9 :32 JI :34 :[9.7 16; : 49 971 OPTIONAL STONE COl"I� INAT I ON rating) 0o a.o2 }.a J. 6 1. 6 J.19 .J9 zw ;7 l:1.; 461 16.• :3 ::.6 :2 3 Dt-Whletslot NOT TO SCALE ;%7 9.a2 ..3 6.:1 l.sb 46 :.:4 :b :.•e J6 :).9 :30 :7.9 :•) 130 !3,y 12. Exterior Horn TestMows renal/Silence Switch allows alarm horn to be boo •>-62 J.s 6.65 2.:9 3.85 .54 :.45 -:a 1.-° s Silenced and d110wS alarm System IO be tested. e5o :0.4o s.: 7.:2 2.37 4:6 .67 :.65 .:1 LN A =60 "4 :�5 .5.5 :S..o :S.a aon,rwo�. s.2 a.: :30 !6 10 18.3 790 :1.2 Z1 7.73 2.92 4.46 .T2 :36 :4 1.99 10 :L; 379 :750 :1.: 13. Horn Silence Relay automatically resets alarm after alarm condition has 30 u_d 8.1 3.34 3-35 4.so sI SC6 . a :.1) .11 4 •So :s.90 :.o been resolved. SJ ea9c7e0 5va rx •t■, INC. 300 12.a 9.1 a.A J.:/ 5.10 -!9 ).:6 .ill 1.27 .15 :6.6 .a.• :0.2d :6J J50 13.6 i0.2 9.45 4.:1 7,49 I.03 J./7 33 2.41 .13 27.6 :a.l :I.• J0.1 14. Backplate Label includes diagram of float, pump, and power connections. PO Box 1708, Detroit Lakes, MN 56502 1.888-DIAL-SJE - 1-218-847-1317 1-21e*sl 4s17 Fax rah' DATE: NOVEMBER 2000 • ample sje�sjerhombus.com Shaded area represents required fluid velocity ec carry solids: Generally accepted to De =feet aaaaaw.• eim.11-aNal �<.... per second. . FLOW 'Dora shown is collculoted Iron 'Milliems and Hazen Fovmuia H = 3 Oi3 '! 7.352 . SCALE: AS SHOWN i.352 D I.,6 os,nq C_' 0. =v warn dt 60eF. 'share H =Geed loss, V =fluid velocit7 /t.i see., D _ diemeur of pipe, ft. C = coefficient ,ep.e.entinp roughness df ,i,a intarie, au,ldc. / CLASS 1 �� DESIGNED BY: MSS VDat 43, "l, �, e36 OR fill CoAll AOO1lE33ATI TO REPLAGE SILT FENCE IN • NORCEI IOE ' W'EN Maw VELOCITY OF FLOW 16 EXPECTED FILE NO. 2703 SOUR e: ADAPTED frail oat harldard S WU and Va. Dt1fWG PLATE. 3"-1 SHEET 5 OF 5 01 3 O CD J 3 CD U U) i n 0 x CENERAL NOTES VD0T CENERAL NOTES LEGEND VICINITY MAP t� Z EXISTING INTERMEDIATE CONTOUR - - - - - SCALE 1 2000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current specifications and/or current VDOT standards and specifications. County construction standards and sp / P 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 Sediment Control Regulations and any other state, federal, or local regulations-) EXISTING INDEX CONTOUR PROPOSED CONTOUR ®330 -� --- '-"' "- 40 / /. ``c 4%� ~- ' / i J i �•-/ �� � y �� . ` - } . ' i , T . ; ° �; • 11 UA Yi 2. erosion and siltation including detention ponds serving as silt basins during construction, Measures to control g P development The a royal of these in no way the event of conflict between an of these standards specifications or applicable. In y p EXISTING EDGE OF PAVEMENT EX E/P % ! " I °P��( '^� N . o�� ., %1 - x(Q� �/ �` s'• az ` �� issuance of the site permit. plans must be provided prior to i p P PP s govern. plans, the most stringent hall g g PROF E� relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT EX Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER.o C413 Z 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. Y g PROP GtG l - R °,;' ��' (`;, \ �' f� " y l�eh� _ 1 e / \ 5 ��R� _',' (VDOT) and Frederick County prior to construction in existing State right-of-way. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, PROPOSED CURB AND GUTTER CG-6 TRANS.CG-6R `^I _ I % ' ed'I ` 0 % ,l I� ` I - ` r � "� � • `' � ° � ao 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R - - - %^' �� $ :0M CQ It y; _ h°'' required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE T - �P? a/ i,. l -t o �', ` ,,. /�' _ `� <_ 2 c� co 'q m tv 5. The exact, location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held edition of) ; `�-`` �'` _ '" , 3 with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation V4. Design features relating to construction or to regulation, control and safety of traffic may g g g y y PROPOSED TELEPHONE LINE T T EX. 15 RCP .�:' ;;,, �- w ' ° ., � CQ (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be EXISTING STORM SEWER -' r-� -- ; �, - JP o •:: �, ^ 7- °� '°�` " ' x Ln cat „ responsible for providing guardrail and paved ditches as determined by this joint insp action. Refer to be subject to change as deemed necessary by VDOT. �° ;, P I.. ' r -` /ram' a o f d!"•i� �; CV Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 15" RCP ��" / / ';; \ ` ,)� ;�` (1;'` -t!" ` '' ' /•� �' ~ ` W ai 0 o 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way.' xa'9t �eM ae ; - ` ' ��' ' II ° .M a representative of the developer must be available at all times. EXISTING SANITARY SEWER - T - ' A r> ��✓j r •.'T er'WT r 1111_V6. �'r ~ 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER %� - _ :I •� , :� ®J!' w7.® - -' _ _ �, •• - ' •0 E-w Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the various County agencies, utility companies and VDOT to initiation of work. EXISTING ELECTRIC SERVICE I' ) T' �,. �� ,, ;; �;• ;'-^- ' ,, A '•• ,•� �v , - 62 :• �_ •®f contractor, prior / 1j 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE a p� embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for _. - - �\ `I �' J ' '� ,� °° d•.��r'."..; r �: \ -- p 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. an undetermined length of time. VDOT will also require 48 hours notice for an y q y inspection. EXISTING GAS LINE PROPOSED GAS LINE G G" _,, 108. ;; °PP'ngt °�(� - � � % .- Cen r ,. . -- w "- "' '• " ' /J. :'' . ' a� 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE ®® _ _ f � � ".' - �°" .w VPI ) ¢. �A�� „ 6M: merYat.$ta�'• r.• 4 - ' �" on the plans and as required at the field inspection. P q P adjacent public roadway through construction and maintenance of a construction entrance ;w,� ese Rob,1 �_sen in accordance with the V' a Sec 3.02. FLOW LINE .,� •..,..,. - �� '� �� °� .. .. .. ;�i ` ° ; /,.. ®(, _ 1•/ \` "J Yr 1° 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall PP P P P P Furthermore, access to other properties affected by this project shall be maintained _ e_ ■( ����� ' •.a�;1) -= J�' be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINE - -�` *-� -_ y ~^J y ®a y - 12. Act no less than Construction debris shall be containerized in accordance with the Virginia Litter ControlJ EXISTING POWER POLE _ ,\ �� ; - : t 1. J _ ��; ' .� one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during q g g - - ., :.� �•: _ = 13. The means of cleaning mud from trucks and/or other equipment to and at the end of construction. EXISTING TELEPHONE POLE '•..:� - ' " = ° =; ' •" contractor shall provide adequate prior EXISTING WATERLINE W/ TEE -- �'--- ----►�$- -- . ;_yBM '` D� enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take p P y y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have _ - ,, ,b - _ . �: •� ° ,;�- - whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE � ° _. - � - *` " ` v �- 1'• � ' `. - 0 U z condition at all times. -- - •..a' .� --'_ / o 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary Vll. An unusual subsurface conditions encountered during the course of construction shall be y g EXISTING FIRE HYDRANT N 0 Q sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROJECT INFORMA PION > W sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE -- --� --®- v -`-- a d) F- 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® PARCEL IDENTIFICATI❑N NO TAX ,MAP 63 ((A)) 4E standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER STREET ADDRESS, 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the VI 3. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER TOTAL AREA, 520 ACRES BUILDING HEIGHT contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed sp y y g " be compacted in B lifts to 95� of theoretical maximum density as determined b P y y STOP SIGN -� PROJECT AREA, 3.5 ACRES MAXIMUM = 35' ~ N prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing AASHTO T-99 Method A, within plus or minus 29� of optimum moisture for the full width HANDICAP RAMP (CG-12) � � � `� DISTURBED AREA, 321 ACRES PROP. HEIGHT 2433' 'RA utility verification and the proposed construction. of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT CURRENT ZONING, CURRENT USE: VACANT 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PROPOSED ZONING, U v result of his construction project within or contiguous to the existing right-of-way. P] g g g y Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to g P copy P C H PROPOSED 'CHURCH final VDOT approval. PARKING INDICATOR Ai2 .USE, w® O 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER Of TYPICAL PARKING SPACES A must be provided to Frederick Count prior to issuance of radio and/or site development permits. P y P grading / P P V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans BUILDING `SETBACKS, REQUIRED PROVIDED PARKING CALCULATI❑NS A � N _ and further where determined necessary by VDOT Inspector. TEST PIT LOCATION 19. The developer will be responsible for the relocation of any utilities which is required as a result of his FRONT, 60' 121.1' REQUIRED: The relocation should be done prior to construction. project. P V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING SIDE+ 50' 13C3.1' CHURCH: I SPACE/3 SEATS , shall meet VDOT minimum design standards and is the developers responsibility. �- REAR, -50, 3393' 250 SEATS/3 a 833 USE 84 SPACES 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected I PARKING `SETBACKS: in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 FR❑NT1, '5' 49b' engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to Unit total be PROPOSED BUILDING ENTRANCE -- --� -- - � SIDE, 5' 5515, PROVIDED: 'REAR: •3553' 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. and prices may obscured. 5' W SPACES at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT -{�}- HANDICAP SPACES REQUIRED: 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an T GROSS FLOOR AREA PER ADA = 4 SPACES proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + PROPOSED CHURCH 1,125 S.F. HANDICAP SPACES PROVIDED: professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT i 4 SPACES geotechnical report has been prepared, it should supersede the requirements in this note. - ' - ••: - N VAN ACCESSIBLE SPACE) SANITARY MANHOLE IDENTIFIER \ SIGNS: MAX. HEIGHT 35' 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SETBACK a 10' FROM R/W or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement MAX. AREA 100 SF. OUTDOOR STORAGE, N/A of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 12 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. E"' 3: EASEMENT LINE - - - - - OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLDG. `-' UTILITY CONTACTS FIRE MARSH LL'S NOTE ANY PROP. LIGHTING SHALL � ® Ems-+ � CENTERLINE EXISTING SPOT ELEVATION - X830'� SHIELDED TO PREVENT GLARE ON R/W S ADJ. PROPERTY . ,4 U) Z Z Q C� Water/Sewer: Frederick County Sanitation Authority Fire lade markings and si na e: PROPOSED SPOT ELEVATION X 12 a Q 4 P.O. Box 1877 Any No Parking signs and yellow painted curb locations will be installed LANDSCAPE CALCULATI❑NS OUTDOOR TRASH RECEPTACLES, NONE PROPOSED E 4 Z Winchester, VA. 22604 (540) 668-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE LANDSCAPING NOT REQUIRED WCo ® ~ Phone: Bell -Atlantic EXISTING TREE ''� 15" OAK 15" U W E-a W CO L�� PINE bo APPROVAL DLOCI� NOTE: OCCUPANCY PERMIT WILL NOT BE ISSUED UNTIL ALL APPROVALS AND Baltimore, MD 21297 (301) 954-6282 OAK PINE PROPOSED TREE �P� AND PERMITS HAVE BEEN 05TAINED FROM THE HEALTH DEPARTMENT FOR THE W � � � � U APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A WELL AND SEPTIC SYSTEMS. Power: Allegheny Power MISS UTILITY 1-800-257-7777 PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. ® P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 , s, I, ,. � 1:7r INSiFECTIONS,12EPA T"NOTE: 1. BUILDING SHALL 'COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION -303, W Q Gas: Shenandoah Gas Co.Pad Ar) R 1 USE,GROUP:A (ASSEMBLY) OF'THE`BOCA NATIONAL CODE/1996. P.O. Box 2400 �%s-�Lf -�( .� .'. �� a ®® n OTHER CODES :THAT APPLY ARE CABO jAII1.1-92 ACCESSIBLE AND .USABLE FACILITIES. U >, GPI Winchester, VA 22604 (540) 869-1111 SIGNATURE DATE '�° 2. PLANS SUBMITTED FOR PERMIT APPLICATION 'SHALL BE SEALED BY A VIRGINIA LICENSED � J � � A1QCWITECT/ENGINEEft U FCSA CONSTRUCTION NOTES TRIP GENERATION DATA FREDERICK COUNTY COVER SHEET T11 0 W 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF N0. OF EMPLOYEES TRIP RATE VPD Z 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. MICHAEL S. y Project Nave, Project Number: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 560 CHURCH 7,125 9.49/1000 SF 67.6 1& 01 "d,p I y®j ` j q� I GHUfRC�A I �l 2 �3 AUTHORITY'S INSPECTOR. LICENSE No. I `d j� I I I RECEIVED 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER 4 031162 Magisterial District, Plan, c4"S,I®�A� Date of (Month, Day, Year) MAY METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY 1 68 ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL BACK CREEK DISTRICT NOVEMBER ro, 2000 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 DEPT OF PLANNINGIDEVELOPMENT INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE Owner, Address, Including Zip Code &Telephone No. 139 N. LOUDOUN STREET, SUITE 2 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. SHEET INDEX THE TRUSTEES OF THEUJ N LIFE CHRISTIAN CNURC�4 WINCHESTER, VA 22604 DATE: NOV. 2000 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE d� `1 THESE PLANS ARE IN CONFORMANCE WITH (540) 123-9i33 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND Developer, Address, Including Zip Code & Telephone No, 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR 1 COVER SHEET ORDINANCES. ANY DEVIATION OR CHANGE 1313 N. LOUDOUN STREET, SUITE 2 DESIGNED BY: MSS AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 2 SITE PLAN IN THESE PLANS SHALL BE APPROVED BY THE TRUSTEES OF THE NEW LIFE CPRISTIAN CHURCH WINCHESTER, VA 22604 CHECKED BY: MSS 3 SEPTIC SYSTEM PLAN THE ZONING ADMINISTRATOR PRIOR TO (540) 123-9133 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 4 EROSION AND SEDIMENT CONTROL/ CONSTRUCTION. Engineer Certifying P(an, Address, Including Zip Code & Telephone No. 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR LANDSCAPE PLAN JOB N0. 2103 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. 5 DETAILS GREENWAY 151 WINDY HILL LANE ENGINEERING WINCHESTER, VA 22602 IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. (540) 662-4185 SHEET 1 OF 5 cn U) 0 0 Cu CU V Crl 0 r\ CV n CD Cr 3t n U3 m 0 Fes / m C ti L a] a) C r-r C LLJ U L C1 c 4� In L U a� J 3 OJ Z I CD ry / (f) 0 CG-6 \ \ ( C3 Q 3 12-0' 0.0' -12.0' 2' 141_ TAPER N/F M yr EX. PVMT. m ll ll /f-i6iLGR N KCG 11 ANDX X m SECT. MILL 12 A-1/2 m X TIE IN JOINT S BRENDA S.. KOONCE W VA I/4":I' r 3'� 68 5�, CLAl' HILL FA/-ZI SUBDIVISION ul —-Is v4 :t /0rr� SECTION 4 LOT 19 D.B. 833, frs. 3 l ZarvE: RA I CD EXTEND 21-8 3�9' USE: VACANT Z CBR=4.0 I' BEYOND EP/ 1':1' • .. FINAL PAVEMENT SECTION TO BE r- W BACK OF CURB CD DETERMINED AT TIME OF ASSUMED PVMT. SECTION �' �- J \ � CONTRACTOR SHALL :'. p. •. ;. DETERMINE EX. PVMT. SECTION Or - CONSTRUCTION. I-I/2" - 5M-125A 100 T RTE. 628 AND COORDINATE WITH VDOT 411 - BM-250 ( - -' ` -� ?x c a •� CQ 00 p The Dolton ,, ti,. °,,, °,,, INSPECTOR FOR ENTRANCE SECTION. $ - 21 B PROP.50 `, 811 I \ � pguttell To to tbw he slop• of ESMT. minimum depth oar7' it° ° TYPICAL SECTION 1`�IU1�LE fiR0�4D - RTE. (028maintained. j s►z4 // She, ,- �10? \ 7M area may be concrete For use with stabilized upon -graded ' / \ XSt� r- ot the option d t contractor � u _be bottom r�uo/ pa NOT To SCALE / ��� _ /rallel �" d -? ,� W .� O TMr curb- roar tw am wf",r to the slaps of sabbose courses d N� cl ,( design speed is 40 MPH or left and to the depth of the pavement on Rural N9h•aY• orrd 4S NPH a �"� -� V{ 9 p !\) less in developed urban 3 suburban R/81® arson. 11 thew dagn .pows an exceeded Standard Ca-> a reared. / ' •� ' X CCombinoW curb R gutter having a radius / .-' • to 'r't H LTr of 3aa-or Isles (along race or curt) stroll w paid for a" radial combination curt t gutter. This it.m may be preoast or aoN ti place. t / - PROP. WELL � � � \ concrete to be case A3 M cast In place. i / / LOCATION t� 4000psi "precast. 1 / .--.- 809� L�r IL-4 rt, (D gOg3 � ao a~ REFIERIENCE "°" COMBINATION 6" CURB & GUTTER w 105 t 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 $Oe9�'1 Al Street approach some CG-1 1 (radius- � � � surfacing as mainline roadway X shown on plans) ( Radius to be as 1 C shown on plans) 2" _ 1 1 Radial ombination r L A curb and gutter M ~ x r� ~ (St d. CG-6) I / V — — -- -- --- — I Z 1 _ lu X 4i� m W r-- rT Class A3- (rr�.s. - to 5 Optional Flow Line,,ConcreteAd X — _. Expansion int a I Expansion Joint W11 r A J 1.01 SECTION C-C N I rf LOT I7 X SEE SHEETS 3 d 5 FOR I /f \\ Note: Width "B" 2'-0" or as Mainline roadway 6W,40LER N- KOONC# /I A� f ✓m0/�C. SEPTIC SYSTEM INFOFVATION. " f ) � shown on typical section. PLAN VIEW BRENDA S. KOONCE CLAY N/LL FARM SUBVIY/SJON SECT/ON 4, LOT /8 i >; / N� D.B. 833, tY.s. 3�11 ' CLEARING LIMITS / _ CONGREGATIONAL UN/TED r Construct Grade changes with a parabolic curve. ��. f ' _ - ..�.- J 0 CNURCN OF CNR/ST W 0 0 )IU1 lo° oRl>=1cE Cl�.- �A-GANI � ,..-- 'j� ''" �,.._.- — �5 D.� 6�@8, Fix 24�@ � N o 63-A-4 X/ 1 g"° �°� l ,cZONE: RA A N 10' Parabolic Curve �� TRASH RACK gY � � / I I L � USE: CNURC14 Ede of shoulder D ` 4 08 \ J 63-A-4C orOptionalFlow Line Slope Change When St'd. CG-11 is used for entrances built STO PR)<C48T l2" RGP BY EaS � i in conjunction with VDOT projects, please MANHOLE ��°Z-Y r� I� TH _ ,� 8 PROP. EP 93 8 \ 0 Mainline Roadway note the following: STRUCTURE _ 8% Max l: D %)KMainline pavement shall be constructed (NO TOP) EX. ✓9)' EXCLU6IVE EP EP $EP 1 Slope Change pa" l5 r+ I D to the R/W line (except any subgrode ` �^ 0 Z tj$ PRQP EP 's- 40'- Min. for Street Gonnestiew stabilization required for mainline pavement which can be omitted in FOR BE'�(F!T GE ��_ �- / I t~ .��v� QQ '" MICHAE S. LE 5' Min. 20' Desirable for Commercial Entr. the entrance.) 80j/o3 ■ 100 YR WSE � �� jB, a�' � �' � "—__- I ` Q 107C ? 10 2 9 C \ �� / / { { UIT1 SECTION A - A A Radial curb or combination curb 80rj r� .•1(d .r J 804t /r� 01 and gutter shall not be constructed "'t a 104 104 Q i 1 / v� LENS No. heySo5for.12 to YR UJSE tt i reploacemen purposes. t _ ~ 8� 10EP 1 9 NYLOPLAT 24" g9 0 8 w `) 1 O031 162 So4.i5 2 YR IUSE "CL a When used in conjunction with standard t[1 INLINE D IN O % ZONAL CG-3 or CG-7, the curb face on this STD P RECAST T FITTING _ �� ` LU Guidelines for Grade Change D ` 10 �i t I Standard is to be adjusted to match the I sTRu TURE j 81�.r� p_ 1 / Entrance Volume Desirable Maximum m°�t°� Curh configuratho l- M OLE ! f 3 g $8 s U 9 Y /� High more than 1500 VPD See Standard h this for Curb Ramp design STD PRECAST (NO TOP) \ IS" ,h 51 w q r 9 ( ) 0 R 3 % to be used with this Standard. � 'ADS o'ia MANHOLE a0 Medium e500-1500 VPD) 3 % 6 % N-� STM When the entrance radii cannot accommodate STRUCTURE the requirements of (NO TOP) / w 0 C. PARKING a� Q / Low (less than 500 VPD) 6 % 8 % truck traffic, consideration should d be beg ern two 9 0* � 104 SiGN (TYP-) ��� 4 o�J � F4 increasing the depth of adjacent proposed loll ORIFICE „ O 9TC 3' 3 9 C VAN �3 I sidewalk to 7 inches. 12 RCP �� �'4 9 + NYLOPLAST ?4" I X Optional flowline may be used for entrances I _I / $ iOTC INLINE DRAIN FORI ES5 -\I (L ! /'� Q ir,_ cut_ section-q N/F t 24 20r H-20 RATED _ j N o� iLB UJ INV. 803B COURTNE L. i l ` Ji 2 �+ Optional flowline may require warping of a /� v , DOOR LOC. �TYP.) portion of gutter to preclude ponding of water. CLARA A. �'i (J -� iTYP.) i 0 I A loll ORIFICE r' / �nfL 0 DEPRESS CURBI TO I 1 SPECIFICATION ZONE; 14A - MATCH PVMT. 36 0 X REFEREfJCE VETROD- OF TRE-ATh4Ef`4T- USE: SFR � � ? 81 x � -6' I423' � � � i I I � E--t CONNECTION FOR STREET INTERSECTIONS POND R15ER STRUCTURE DET,41L � � T 502 63-A-8 139.t 0 10410 m j I ( i U AND COMMERCIAL ENTRANCES 203.08 NO SCALE I 106 4 - 0 24' 20' VIRGINIA DEPARTMENT OF TRANSPORTATION t71 8j 10T t (TYP.) i I i I E-+ 0 I00 10 i i I Q E--1 cc-12 Toper a,rb hel9ht sown I r Z \ Tf Tr_ OrC�� 1 9TC C tcontinusa�i» heght P-ay u� e ' ` ( \ ` in \( 10 TC 10 TC 10TCtook" whelre �. tG U f 2 W}}} ! ? Q �t i I pen - Construction Joint * - o- o- o • O. Q. O • I \ (� { �' 0E Z \PORTECOGHER , 3 Qj , 6 6 6E 6 ( f d' �; S- x- W Bow032 • cra . rn a• , c . c• o = c lid7 P Minimum Cowr 1 y,Corarels • c var. 3• mim %0 } 10 �., ` , 8 0 X '' Pay line 03-12 ) 1. T _ �` Pay lie Cfri2 von. wfdM Sidswak . o. o • o • o. o. o 1 , or Sidewok Space 1 \ B ` I A• ' ' O Peron Join Y ( _ j 3 '1r4ram,, v vldk fl, Coco ®V,,, 4• ►m• carsl,,,aUan Joint P une OG-12 Q ' N �5 l ` 3 �A, _ _ 3-� ' Sidewaim $pacT o. o . Q Y •a,a � X � � C� TYPICAL ALTERNATE RADIAL PLAN l3 .103 $(; �Pt 35 20'-12" RCP I a W Z 8 -0• -1 1-- a FOR USE AT APPUCA13LE STREET / / X EP I ^ 3 ( * 109a t•-+ 5 x 11• Sors O 12• c-c CONNECTIONS AND COMMERCIAL # For oommelrcid a.b nce ` `r / 6 455 N- 8 ( RISER 87Rt O Ninimumever- V Concrete ENTRANCES. see Standard CG-13 sTruck M111eh*wl 22003.10 �T L lab + W RAI-I4AL PLAIa sever �>� I i / / N-i � 0.5 � � t'� en n N.al� M ( � U �. u _ i ` / Y 8� NV PROP. SUM \ 1WM TI�EES•BO I;)�Ex 6A r E I i 1--1 124 SCALE: HORIZ. 1 - 50 .. / y _ cOr T \ POND \ �, f U� i „: FOR PREYfOU.� U A —1 i `� PERT. I 5 _.__ _ . _ _ _ . _ .a - \ i {�4 X / \ 802 FARM VEi /C�F\U \ t.-, _ _ _ __._r_- _ ___ _ _ _ Mill, all.Pei., _ r __ .� _ ., _ 1 _ _ - _ _r __ _ I°OLE•81�11D !� _ _ _ b —6•-0. Mid'- .-0. Construction Joint ..1.,...__..._... �� �� - r • r n /I�, � it w 94.01 51 /6 56 lU 95.9 % 1 A ROry'� �oOr . _.. . _. _•. . _ �, _. ,.. _ ......_. 4.- ... . _. ,; L,A eR- ... __. _. . _I _ _.. ._ _. ... _. .. - _. ,.. .. �fti 1L +/ .. . _. F� O"— �tY/ `---- _`t / \. Ex. MAIL _ _-_ .�� RE \ \ --, _. o. o _... T _—_ -- -- -- P' �.8 . _ _ Q 3 wider • B ___._ __._ i-___ __ __ ___ _ _-__- _ - -��— 10 � '6 - EX. 000 oao 0o a _ �_. ___.1� -- _ _ __.._ - . _.. _ .. CQ _ _ } ei *`s3 c+� �rD CG i0 D(fJER _...._ _. w 111_ A Sidewalk or , .�' , o Y ••• ... •p o. o'oo 000�000 _:�: , _-. ._.._-.. _"� �� _. .........._ _ _ ...._.. ... .... .. .... .V � �� _._ ...._ ............_ . ..... .. '-" _.._- - 'a � Bf+V •--._ � �' -----•f�-__I EN1T)�,gNCE ~ �` � --- 1 1\ \ SkMw. .gyp . _-.. _.. - .. _. _ .. _... _ .. .. - - - _ ._._ tT` al r a oil o. ,Q � .. .0 . .-�,. — _ _ - /• 'v�•f -•-- ` [7� "_�_--. t LL Space .o. o,o o• o, c �.._.....,_.._. _. _-........_. _..._,_.,.-...._ _. .__ __ ..._. _ ._.._. __ - ._ - _.. ,_ _. _ ...._ - ..__ `_--•--_'___ —� `..'� -_._. '��' \\ \ • c o.o. o oo?. o o {. ...... __. __.... .. .. ..... ....... 7._. `f1..._----. 1 - _ . _.-._ . _ _ .'.� ..._..__..,,. _ _....... ._. .. ---- rX. �iy�'M NT DD�� - ��0 1 ii L-1 _•,- l r _ -f3 P _E iy"l�r4D �R -_._ -- �,, -- nav LOCATE \ \ 1 U -� — ---- - - _ 628 �i'� - o. Slops 12 1 Maximum — .— _.._ ._.._ — .— _.. _._. .— — —=� � —LPLAN- ISOMETRIC1 , ...... z �] QG t _- . z d� GATED SF�ED Ll1"9/T I T D - - TANGENT }.._._._... _. „I_._.. _M}._.._. ._.. .....- _.._.._.. _......_ _ _._._ _ _ _ ISt. N,806__--.,_ ' - •, -- _ "._. :.:.Cry i __..______ _ _ ___ __ _ #1?I+� _ __ _ __ ___ _ _ _ _ _ _ I — — — —� ~ -- — — — — __ a - _-- _.�.- ___._ _ VIEW � . _..._ . , . _. .. 1 _ ._ .. , _ . .. ,.._ ' ,_ __�,.._ .._ _. ,._ ._ .. ;�CG-12 IMAM ~siGN ._ � �-- .... ._ _..... .._ ::.. } _.... ... * PS AS REQUIREp T pl e _ ® r where St•d.CG-3 Gg-7 is used. -..::_ :.: „ I ,....... .. ... -_, BY VDOT INSPECTOR --- CLrD rem Moor to W class A-3 Concrete clan A 4 M with si resistant in _,_.._,_...-..,..._ .. _ _ _,--,.... _ .,...,., .. _........ ._..._......., _... ,_.. _ ....,_... _ �'+...- 3+j Y-4• is the minimum detectable wam(nq curious covering the souks width of the )floor (romp floor may Debi i I I__ �. _ .. -_. V -,_. _..._ ,_ ...._, ...._i 810- Y KER►�/STOUN CArrLEF/ELD COUR7W _r E -- _ _._,. SWswok Area -..._ v rewirwn°nt to precast or cost In place). The detectable warning shall be provided by on exposed aggregate ' ....,i...._..__.._..._... ..__....r.._..... .. __...._. _ _ ._._.....-.i....._._.__............ ._. �i/( /�/.�._ "- — --.. '-- (with or without Duffer strip) ochieva a 12 1 slope finish. Romp andl not exceed a maximum slops of 12 1. ..._. _. _ ' ... .. -... _ ._.. R A. LVtd/� '^ - UJ Sfd. CG-2 I = - Flared sides of curb romp to be poured monoithicolly with romp floor or by using per- .. _ �........�_ ..! .. - _._ .;.. _..,.. .. ._ .. ...{.......... _.-. _ _ _ , _. _ ... _ _ _. _ ZVfrG: RA/N wI •E; R,4 w ' i or CG-e missible construction joint with required ban. .` --�— &331G Max. .. `. .4. a "romp floor is precast, hobs must be provided for do" Dare so that adjoining (bred __._� �t..—. _...,..i._._ __- .. ,. .... _.._ .. , µ_- � — �- U6E: VACANT �: VACANT _...._.i--- � sides- ww l» cost is plow aHec plooernent of pnecaet- amp floss, paeoest concrete- atwlL ... � . . be class A-4. }_ ._ . . ,� . - ._ _ _. .. . . ._. _ j 63-A-7A 63-A-78 7" OE rH TO BE USED WHEN THE ENTRANCE !...,.. RADII CANNOT ACCOMMODATE THE TURNING Required ban ore to be NO.B x 8' placed 1' center to center along both sides oft romp �5 ..... _ _._ _ ....... , �-.. _ _ .. -. ...._.. . __ SECTION A —A REOUREMENTS OF ANTICIPATED HEAVY TRUCK floor, mid -depth of romp floor. Minimum concrets cover 114-. _.-_._._____ .. 7___ TRAFFIC. Curb romps will be measured ord paid for at t contract unit prices for Hydraik: Cement ' .. 11� Q' �t•� 1 Gp . � �' "'N- �My^r ' `��- 0.7ro - - - ( - { limit -...^ . _} Concrete Sidewalk and Exposed aggregate sidewak, complete in place. Permissible ConstructionIncluded7.,..._............... - ........... ... .: , . .. ..... .. (.--. _ . ... ., ..._. ... Curb/curb and gutter slope transitions adjacent to curb romps ore in payment '1' "' ^ , Slope 12 : 1 Maximum Joint for curb/curb and gutter. ._�____.-_ ___.._ _._... _ _,,..,_......_. ,..__._, -__ __ ,-�, ..�-_.T.+ . .. - -T ..._.. .. -.....-.. _ _-._._.-_._._-- DATE: NOVEMBER 2000 This item may be When used to conjunction with standard CG-3 or CG-7, t ourD face an this Standard b '...-, _^, -. _- .. I _.._,....,_....., _. ._._._.... _... ._. ._.... ,_. _,._ • precast or cost in plod. j to be adjusted to match t mountable curb configuration. $ _ _ _ _ _._..1 ... SCALE 1" 40' Curb Ramps ar. to be located as .pawn on t ptos « as etneted by the Engineer. ; �. I, ....__ _ :.. :. _ ® Accessible route is deflned as a continuous They on to be provided at Intersections wherever on occeeslble route[�wwithin t right- of-—_�._�_ -. _ _____._,___-� _�__._.#.__ i _.._ _. __- . --.. SECTION B—B unobetructea stable, inns and sip reactant of a h F crosses °curb Mless or whetter sidewalk is esbti . _.............._1.........._.__ ........_. �^" —t' -- 1._,.._... . way � way �r j _...... - o�• limits of Exposed oggregats aidswak path correcting all accessible elements of a proposed or norxexislerrt. They may be offset from pedestrian crosswalks as shown on pore t .,,..._ facility that con be approached. entered and or as directed by the Engineer. but should not be located behind vehicle stopt Ines. . `. used by persons with mobility impokmenta. Existing light pole., fire hydrants, drop inlets, etc. will oleo affect placement .-" - 1 t .... �,.., . ., j. ,_. _ ® Treatment where .ten, of sidewdk or sidewalk DESIGNED BY MSS space b leas flan T-4- ._-. _. ... _ ._._.___. _..._� _. _. _ ., --- _ -.. ll _ 40' FILE NO. 2703 __ ._..._ SCALE: 1 CURB RAMP TIEN �_._ ..,_-.- .._ .___ �.�. ___:.:; I __ �,. _ .._.___ �: (PERSONS WITH MOBILITY IMPAIRMENTS) 203'09 Revised 3_25-ge VIRGINIA DEPARTMENT OF TRANSPORTATION so4 10+00 10+50 11+00 1i+50 12+00 12+50 10+00 10+50 SHEET 2 OF 5 x cn 0 0 CV CU m 0 4i 0 rti n Cn 3 U1 M 0 N O� C OJ aJ C C LLJ C_ U L 73 L U C CD U J 3 Z 0 r` R, cn LL 0 CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL GUIDELINES OF THE VIRGINIA SEWAGE HANDLING AND DISPOSAL REGULATIONS. CONTRACTOR SHALL ENSURE POSITIVE SURFACE DRAINAGE AWAY FROM PUMP TANK EFFLUENT INLET DRAIN TO DAYLIGHT PUMP T,4NK CROSS 5ECTION NOT TO SCALE AN ADDITIONAL AUDIOVISUAL ALARM SHALL BE INSTALLED IN THE HOUSE WHERE SOUND WILL BE HEARD. INSTALL A RHOMUS MODEL "PW II-202 AUDIO VISUAL ALARM AND CONTROL PANEL OUTSIDE ADJACENT TO PUMP TANK (15' MAX). NEMA 4 ELECTRICAL BOX RISER HEIGHT VAIRES WITH EACH TANK, SEE BITE PLAN FOR GRADES. GROUT OR SEAL RISER AT JOINT WITH TANK PROVIDE SCREENED VENT (2" PVC) 1/4 DAY STORAGE T ABOVE ALARM 10.28" 1 ALARM ON DIFFERENTIAL FLOAT SWITCH N/A 59" OFF 12" PERFORATED UNDERDRAIN SIGN CALCULATIONS: SET TANK ON MIN. 6" 051 STONE MAX. DAILY FLOW - 20W GAL. (AS APPROVED BY HEALTH DEPARTMENT FOR ONE (1) SUNDAY SERVICE) SEPTIC TANK CAPACITY (MIN. REQUIRED) - 40W GAL. SEPTIC TANK CAPACITY PROVIDED - (2) 20W GAL. TANKS IN SERIES STORAGE/PUMP TANK VOL. - 3,500 GAL. BTORAGE/PUMP TANK CAPACITY ■ 48r63 GALJINCH MAX. ALLOWED PUMP DOSE TO DRAINFIELD = 543 GALJDAY STORAGE/PUMP TANK SIZE IS BASED ON MAX. FLOW OF 2,000 GAL. ON SUNDAYS. CONTROL PANEL SHALL BE SJE-RHOMBUS MODEL TD PANEL OR APPROVED EQUAL. PUMP TIME SHALL BE SET FOR 9:00 AM EVERY MORNING AND THE PUMP SHALL BE SHUT OFF WHEN WATER LEVEL DRAWS DOWN TO 12" FROM BOTTOM OF TANK ALARM SETTING SHALL BE 59" FROM BOTTOM OF TANK (BASED ON 481o3 GALJIN_ TANK). (MAX. ALLOWED PUMP DOSE TO DRAINFIELD - 543 GALJDAY.OR 11.16" DRAW DOWN) PROJECT: New Life Christian Church File No. 2703 Total Dynamic Head Calculation Based on Schedule 40 PVC Pipe, Size = 2-1/2- Static Head: Minimum Water Level (Pump Off Level) = 796.15 Discharge Point = 809.92 Static Head in Feet = 13.77 Friction Head: Design Flow in GPM = 35.0 Length of Straight Pipe in Feet = 389.10 at Design Flow, Friction Loss/100' of Pipe = 0.81 (From Friction Head Chart) Friction Loss in Pipe in Feet = 3.15 Equivalent Length of Fittings in Feet = 55.70 (From Chart Below) Friction Loss in Pipe in Feet = 0.45 (For Fittings) Add 100%, Pump Wear & Pipe Erosion = 0.90 Friction Head in Feet = 4.05 Total Dynamic Head: MAN dt-a*eInfield- lime 2-1/2"SCH 40 PVC ° FORCE MAIN TO SPLITTER BOX ° BALL VALVE QUICK DISCONNECT ' ATTACH ROPE OR CHAIN tTO REMOVE PUMP FOR MAINTENANCE CHECK VALVE 1/4" WEEP HOLE ZOELLER EFFLUENT PUMP MODEL 98 CAST IRON SERIES 35 GPM 5 Ilb FT. HEAD SET PUMP ON 4" PAD DfRAINFIELD LINE DETAIL (NOT TO SCALE) Friction Losses through Plas7ic-M-ings in terms off enen ei-fC nghUs--oT as is Pipe 2-1/2" Valves Fittings Gate Plug Globe Angle Check Coupling 45 Benden ee No. of Fittings 1.0 1.0 1.0 5.0 1.0 Friction Loss 1.7 21.0 3.0 4.0 10.0 14.0 Equiv. Ft. 1.7 21.0 3.0 20.0 10.0 Total Equivalent Feet of Pipe through Fittings 55.7 Total Dynamic Head in Feet = 17.82 SCALE: HORIZ-: I'l (Static Friction Heads) VER7.. 1"-$' f ICI f , Ex VL GFI=E PIPE a, PROP. GRADE 51(d s G/L OF PIPE _:_: i f all \ 810 45' BEND \ I / SPLITTER BOX `-y rj X / FORCE MAIN IN, / 5 � �C/ Pj1.2 -- r / 2-PIPES OU j l2) 45' BENDS 45' BEND 810 1Z P0� ° 110 �'- 81 x �- I 1 V � r / licX SLR M1N.BOX I 1 8093 12P�Tp x DRAINFIELD LOCATION AS APPROVED BY THE HEALTH DEPARTMENT, MARCH 13, 2000 1 11-1/4' BEI � 87V/ �� DRAINFIELD SIZED FOR 600 GPD 1 AT 90 MIN. PER INCH PERC RATE. 1 X - - PER REGS, 3,150 50. FT. MIN. AREA - REQUIRED. DESIGN PROVIDES 20-53 TRENCHES C5053 - I AT 3' WIDTH - 3,180 SQ. FT. r X - - - ILI - I CONTRACTOR SHALL CONSTRUCT LINES TO - FOLLOW CONTOURS OF GROUND SURFACE. 50go RESERVE AREA ----- -__ -- ._..._..._ _!--_ _ - I k053 /4 x Q/�'f 1 10933' I / I V0 i J/ I X I I I I I 80(o� x I 8 ro .r- J X 06 CD Z W W Z C!3 Z WCV o co 0 CO CV 1-t aC\j CO m ' Zx LOC\2 Im �I o �, Ucu Lo F� >I 0) Q)o I tko w to ' i O I w W 7 V E 9 0 A c � o 10 .. 20 40 ,a GRAPHICAL0 ALTH O ��. Sto LS1NIo. 031162 " alrONAL G DATE: NOVEMBER 20001 SCALE: 1" = 20' DESIGNED BY: MSS FILE NO. 2703 SHEET 3 OF 5 M. cn cn 0 0 cu CD 0 0 LH N CD a, 3 a) 3 cn oL) m 0 r- CV c L c c w U L _ U 41 L U J 3c CD 0 r- ni cn CD 0 EROSION AND 5EDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THE PROPERTY IS LOCATED ON MIDDLE ROAD (ROTTE 628) APPROXIMATELY 1.0 MILE WEST OF THE INTERSECTION OF MIDDLE ROAD AND VALLEY AVENUE (ROUTE 11). THE SITE AREA IS 500 ACRES OF WHICH APPROXIMATELY 321 ACRES WILL BE DISTURBED FOR CONSTRUCTION. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 1,125 SQ. FT. CHURCH BUILDING, PARKING LOT AND ON -SITE SEWAGE TREATMENT SYSTEM. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY VACANT WITH A TREE LINE TRAVERSING THE MIDDLE OF THE PROPERTY FROM EAST TO WEST. PREVIOUS USES HAVE BEEN FOR FARMING. ADJACENT PROPERTY THE SITE IS BOUNDED BY RURAL AREA (RA) PROPERTY TO THE NORTH, EAST AND WEST AND MIDDLE ROAD (ROUTE 628) TO THE SOUTH. THE PROPERTY TO THE EAST IS USED FOR A CHURCH AND THE OTHER PROPERTIES TO THE NORTH AND WEST ARE SINGLE FAMILY RESIDENTIAL USES. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STRUCTURAL MEASURES PHASE I: A CONSTRUCTION ENTRANCE WITH WASH RACK (302) SHALL BE PROVIDED TO THE PROJECT AREA FROM MIDDLE ROAD TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE SHALL REMAIN THROUGHOUT BOTH PHASES. SILT FENCE (305) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. DIVERSION DIKE (30S) SHALL BE INSTALLED TO DIRECT OFF -SITE FLOWS AROUND THE DISTURBED AREAS THEREBY MINIMIZING SEDIMENTATION ON DOWNSTREAM PROPERTIES. A TEMPORARY SEDIMENT TRAP (3.13) SHALL BE CONSTRUCTED AS A PHASE I CONTROL MEASURE PRIOR TO CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3.1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE I I : ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. STORM DRAIN INLET PROTECTION (3.01) SHALL BE PLACED ON INLETS AS THEY ARE CONSTRUCTED TO PREVENT SEDIMENT FROM ENTERING DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF DISTURBED AREAS. CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL 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 SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY A$ POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER TELEPHONE, STORM, SANITARY, WATER < GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AMC) FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALE5 SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED 45 NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50ge TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND D15TURBANCE ACTIVITIES 1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE 1 SEDIMENT TRAP, CONSTRUCTION ENTRANCE t DIVERSION DIKE). 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. 1. FINAL GRADING. 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 9R . REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 305 O X)f — x SILT FENCE 301 IP STORM DRAIN INLET PROTECTION 3.M ® P TEMPORARY DIVERSION DIKE 3.10 TEMPORARY FILL DIVERSION 3.12 �V �..�� DIVERSION 3.13 St TEMPORARY SEDIMENT TRAP 3.18 O ® OUTLET PROTECTION 3.20 O --' --' CHECK DAMS 333 O ---a� SODONG 336 O 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING t GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE t0 BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START E&C"D2 SEEDING NOTES: 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF SO LBS. PER 1000 SF. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 SF. (1000 LBS. PER ACRE). 5. SEED MIX' SHALL CONSIST OF c3O% KENTUCKY 31 TALL FESUE AND 109. IMPROVED PERENNI RYEGRA55 APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. 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. RUBBER HOSE GUY WIRE hG 2 AUGE TURNBUCKLE TREE WRAP WITH 509- OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER PLACE TOP 1/8 OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL - TREES OVER 2-1/2" CALIPER (NOT TO SCALE) LANDSCAPE LEGEND KEY SYMBOLBOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS THUJA woodwardii Woodward's TW A Globe Arbovitae 24" 51 AS SHOWN AML GT GLEDIT5IA triacanthos 5hedemaster 2-1/2" cal. 2 AS SHOWN "5hademaster" Locust LS ® LIQUIDAMBAR Sweet Gum 2-In,, cal. 2 AS SHOWN stgracirlua NOTE: TREE SELECTION SUBJECT TO CHANGE WITH CHURCH APPROVAL. AL $124 i i X i 1 ---- 3 8@ $3 x i � __ i 1 _ r-- - - _ _ _ -- ---- J X � X3 f xT I CONTRACTOR SHALL CONSTRUCT f I DIVERSION DIKE t STORMWATER MANAGEMENT POND EMBANKMENT _ WITH RIP -RAP LINED WEIR AS A FIRST STEP PRIOR TO CLEARING REMAINDER ® / DIVERT OFFSI� RUN TO I OFF W(05 OF THE SITE. 4 D f 1 D AWAY FROM CONSTRUCTION AREA. X r`LEAR4NG LIMITS x �4LC ------ _ _r I f 805 % � j a W3 6 I �I NOTE: TREE SELECTION SUBJECT TO CHANGE WITH CHURCH APPROVAL. AL $124 i i X i 1 ---- 3 8@ $3 x i � __ i 1 _ r-- - - _ _ _ -- ---- J X � X3 f xT I CONTRACTOR SHALL CONSTRUCT f I DIVERSION DIKE t STORMWATER MANAGEMENT POND EMBANKMENT _ WITH RIP -RAP LINED WEIR AS A FIRST STEP PRIOR TO CLEARING REMAINDER ® / DIVERT OFFSI� RUN TO I OFF W(05 OF THE SITE. 4 D f 1 D AWAY FROM CONSTRUCTION AREA. X r`LEAR4NG LIMITS x �4LC ------ _ _r I f 805 % � j a W3 6 I �I � o I Z i W Lu M I » I Z Wc\2 O O 0 CO It I �00 CD Z x tocq Lu O O I \ \ Hw I � \ o� w 0 O T [\ ^ w rn 1 5> 0 4 IV-1 ID- / �} \ d C 0 zco) �(,*. -- e04 1 I { I I � r � r - � f I f f I j1 I i I ' � I i SEDIMENT TRAM I I I GRAVEL OUTLET 1 ROAD 628 W4- — -- — — — ..,,. 804 802 THIS SHEET FOR EROSION/SEDIMENT CONTROL AND LAND5CAPiNG ONLY! // 20 // 40 i o SCALE:• // r MICHAE A1111 SSMKLIf' No. k031162 IONAL z � V a a: Q Z U E-+ O Z C7 Z 0 co W z Z LL >, U� Q W w Z DATE: NOVEMBER 20001 SCALE: 1" = 40' DESIGNED BY MSS FILE NO. 2703 SHEET 4 OF 5 4" REINFORCED CONCRETE CG-2 SILT FENGE INSTALLATION STONE CONSTRUCTION ENTRANCE o ONSITE T*'PIGAL PAVE1 IENT 5EGTION 3000 PSI Z Q NOT TO SCALE 4" SUBBASE (21-A STONE) 1. SET THE STAKES 1. EXCAVATE1.t� THE LINE OF STAKES. v llm' MIN. EX18TING W WIDTH VARIES A PAVEMENT SEE SITE PLAN 3' W II If I I- e FILTER CLOT b" MIN A BERM (OPTIONAL) DOUBLE PRIME t SEAL PER � � /� II TABLE VDOT SPECIFICATIONS e. e : YV - - 411 a ' a° °.'. - - 6" SUBBASE VDOt STD. GR-21A - o -a"� II SIDE ELEVATION Z 411 21 EXIST 10, MR W CV rl I ICI I ICI I I� I I In I In I �I I rn I I=j COMPACTED SUBGRADE _ _ _ _ _ _ _ I csRouND(COMPACTED TO 95go DENSITY I-rm I I I I I -I I I I -III -III- i. Do AT OPTIMUM MOISTURE CONTENT _ d 3. STAPLE FILLER MATERIAL 4. BAQCFILL AND COMPACT THE B WASHRACK Mpy 0 to CQ r-4 III -III -III I-III-III-III-� I fO TO STAKES AND EXTEND IT EXCAVATED SOIL. (OPTIONAL) CQ It VDOt VTM-i METHOD) COMPACTED SUBGRADE Concrete to be Class A3 ft .- INTO THE TRENCH. CV al (g590 cast in place, 4000 PSI If DENSITY) precast. Surface 11' MM• PAVEMENT PAVEMENTa 00lin PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST - y CQ OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED t �+ III /� �/ .; - POSITIVE DRAINAGE 10, MIN. Z x PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. GONCR I J (D Wf-4 1\ DETAIL Does - I ��GATE B RSE tiRA�PPDIPIG DEVICE W b q Dt- Vntt-tarchi • MUSt EXTEND FULL WIDTH OF W 0 "t (NOT TO SCALE) a. COfIC6W This item may be precast or cast in place. - - INGRESS AND EGRESS OPERATION PLAN VIEW�(j Subbase SHEET FLOW INSTALLATION C3 � E_ 44 (PERSPECTIVE VIEW) SECTION: LN.M 12, MIN. FM097J 2" Radius y'ue[/n PUIIVB SNCE �19r�A9� �� 0198 �' -� This curb to to be used when design speed „ y p Product :nlormation V `O, suiSersedes '"' W -AEAD=APAC;Tv ZURVE - - - rO is 40 MPH or leas on Rural Highways and Note: Curb having a radius of 300 ft. or less 3 MIN. Q) ys presented here reilects uOCEL •ee' I • :'� 45 MPH or less in developed urban and (along face of curb) will be paid for os radial = - 3" MIN. •ti •� conditions at ilme of 97 30 -► , Si 1 Surface suburban areas. curb. I I publication Consult acto ` -_ m ' reyardtng discrepancies or MAIL TO: '' 0. 30X 163a7 • L s- : � �� • '..; ry I S a1r3vMe. KY i0256-Q?I7 .------- o %� ne_J� • The depth of curb may be reduced as much as 3" FILTER CLOTH -_ SECTION A -A o W V1 nconsistenaes. SNIP TO: 3649CarwRun Road •l.araale.KY J0211-1961 5 - t Base (15" depth) or increased as much as 3"(21" depth) FLOW hfQ5:1Avww.zoe9/er.comf :502) ,-78-2731 • 1 t8001928-PUMP • FAX;502) 77d-362a - • •'d in order that the bottom of curb will coincide with the top of a course of the pavement A COMPARE THESE FEATURES Sub substructure. Otherwise the depth is to be 18" as It Non -logging engineeredplasticvortex 98 Cast Iron Series ( _ 5 �.' '�'� 1 12 6'-I shown. No adjustment in the price bid isto. II ' I - •-I made for a decrease or an increase in depth. I PA;�All,l D a er casi n. v p g ACCEPTABLE ALTERNATE _ '4Durable cast construction. Cast switch case, L `FLOW-MATE55IF CURB IS EXTRUDED motor and pump housing and base. No(FOR PUMP PREFIX IDENTIFICATION SEE NEWS 8 VIEWS 0051) -- -SPECIFICATION isPOINT A SHOULD BE HIGHER THAN POINT B.sheet metal parts ti rust s corrode. REFERENCE STANDARD 6 C,URBCastings -Ali cast iron class 25-30 25000# FOR SEPTIC TANK LOW ?RESSURE PIPE (LPP) VIRGINIA DEPARTMENT11-��?ensile strength. 5. OwL,JNS .c :C }0 .0 iC 60 30 105 Z3eahngs -Upper 8 lower oil fed cast iron. AND ENHANCED FLOW STEP SYSTEMS "ess 3o sd :•o J 502 TRANSPOof RTATION 201.01 DRAINAGEWAY INSTALLATION REINFORCED CONCRE SECT ION B-B RSPACE Stainless steel screws, guard, handle and EFFLUENT 9 -Cw =t° VINUt �__ _..___ __-- __ _ _ _ (FRONT ELEVATION) F-I � N arm and seat assembly. EW-305 EW-30 V) 1- r Float operated submersible (NEMA 6) CID OR DEWATERING PUMP- 2 pole mechanical switch. 1 SUBMERSIBLE PIPE OUTLET CONDITIONS TEMPORARY D I VE R5I ON DIKE TE" F`0RAR r SEDIMENT TRAP a W Oil filled motor-nenneticalty sealed. 1 h NPT DISCHARGE ----- _ Permanent split capacitor motor 5 a A A V Entire unit pressure tested after assembly. _' - Automatic reset thermal overload o•.,, - , j- y protection. I' VARIE } }+l• Carbon and ceramic shaft seal. - COMPACTED SOIL ORKsRIAL VARIES• CLASS I Watertight neoprene'" ring between MODELS AVAILABLE T T RIF'R4P U motor and pump housing. _-_ -_ --- -- 1 ado vAtloN Automatic or Non -Automatic CsRt�ND ELEVATION d Maximum temperature for effluent or 2H.P,• 1 Ph., II5Vor220V CONSULT FACTORY FOR SPECIAL APPLICATIONS .3 VA 18• W dewatehng 130° F. - 54° C. Available with Piggyback PIPE OUTLET TO FLAT + ' �w IS" MIN_ R E 0 p lectncal alternators, for duplex systems. are available and Variable level float switches are available for controlling single bl CU. TDIACRE ^i 00 cycles, 1725 RPM. /enable Level Float Switch. supplied with an alarm. ` ei if and three phase systems. AREA WITH NO DEFINED r. ; t ?asses ;4 inch solids (sphere). Mechanical alternators, for duplex systems, are available Double piggyback variable revel float switches are available CHANNEL: Q vnm or without alarm sw [ches. PLAN VIEW bl CU. YD/ACRE N No screens to clog. I for variable level long cycle controls. FLOW FILTER CLOTH ORIGINAL Standard cord length 15' (UL listed). I 4' MAX. I MODEL )8 I SELEC710N GUIDE (EXCAVATED) GROUND 1'/i" NPT Di$c 3a e i 1 %:" Y 2" P31C Ada tar Doe 0� s"� °0° " O0 bO r III-III=III= L TH meg� tips ooeratedt - I I=III=III III=III I I = I=III=1 I I III=1 I _ COARSE ELEVATION p Standard all models -Weight 39 Ibs - `; H P a01N°° AGGREGATE p► included �Mth dN 3 3E Models). � 9e s.rws control s•1•c"on �'SN,,°gam e� o��� "Pat swnch or oouoNs Oggyt»rx wryde eve,. On point - 9%' I I +•owl volt Pn Mow Amps simq•s ouows 3 Mernan,cel anemata 10-0072 or 10-0075 a - M� 5 94 , o, . a 7 L 1=III=1 I -I I=I I i-I I-� I=� ==III -I I-III=I I -I I -III- Oft point - 3" - _ N" ,, s Non 3 A or 2 6 6 3 o A g 5 ". sea Corani swn . !a mnert mode, of E'ecv,®i Alternator 5. 1-1. switch 10-0225 used as a contra aarvator. speraN CUMX ;J) or 141 • Mejor width - 10 '/�• i ose ' zJo Aura 1.7 , a , a 7 I _ eoetcysiem -III-III III III -III III III III III -III III -III III I I I- I 6. Dour 14) h0,9 J118k, lunceon t>mc for watartyht connection or ww•d-in o�� CROSS SECTION OF OUTLET c96 230 1 Non . ' 2 or 2 a 6 3 or A d 5 Twosarn( ) or dupes one w1l . Itt c 2, 4S' MIN. iJ MICHA L S. • Height - 12" I ? Two (2) nee }Pek. !or waterOghl tsx,rycLon or sdCe d SIMPLEX AND DUPLEX CAUTION � "d LIES �Io. SYSTEMS AVAILABLE _Q"'77 E* bi ai adolen,eiFMDd p10a' '•'•' b' Foe evm� YaMW iow*.FIM srlr3,ee. All m•to,ele tr or n All fie oroloctmiti.on avice' and mnng "OU'd"f001 * sane ar s the MoSt c TI FILTER CIDTH KEY IN 6"-9"; RECOMMMED FOR ENTIRE PMUMr'ER FILTER CLOTH � 031162 sr%u 1'reo"s served, P- Carl 1a Fmi 5m:Dinh yn.,F9tls95: S,nP�s•w•gaBaw.fM01e7: baensea ti•clnci•n. AcCode INEC)ankhry coa••s W31SNMnow•a mph All IOema•1 SECTION A -A LENGT�H,tCIN FEET)e• 0 S•gMl>•,•••9tpw RmDCaltrts. FM1`.,98:AYn^y�.sba•, FM077�1. runt Na4onal El•ctnc Goa•INEC)ana tn•Occupauonal SahM ano N•sn6 Act�OSNA� b X DRAINAGE T) (r PACKAGED SYSTEMS RESERVE POWERED DESIGN SILK" NC DROP INLET DIVERSION (IN AC-) SjONAL AVAILABLE A � DACE For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MODELBN98 The g of Note. vansblenlevel fioaffs)t controls sanddpproperty sized r.e 7D PC sox ,aN7 �j O basins to achieve required pumpingcyally cles. < r_ave O.' P 1SOX 1617 �a 3d (MIN•% PROTECTION ,, / ,,,uires / ,, CLASS I RIPRAP rw ni m•9 Cam Ruff YAM1-1961 a 2 X 4• WOOD tintIE DROP INLET t lare•, KY IOI1I-19s1 Mro:M.ww.se.br.oe,n PUMP !O. fs02) 778-2731 • r (M e2"-,W 4�n- a. sell I-vg - FAX rvrnTMU71 dI O WITH GRATE III III III 11 I 1 i i i '� i PIPE OUTLET TO WELL DEFINED CHANNEL tS, MAX FRAME I I I I► I 1 11 1 � 1 � 1 11 1 PLAN VIEW I� 1� Ili � �ll� mr SECTION: 5.10.2T0 I• g / /'' 'icc aUdUTY ;/MPS/NC-� �Q �4 °M0503 3' MIN. ��- Single phase, simplex timed dosing{ pump control -i.Jct ^famtau0n creserrea ere - Zv Sucersedes 0 X a'e p p c s :Jndrt:dns It ':me :i PUMP !O. L �`� :ucnca"on 7Jnsu t '2COry 'eC2rc,n0 `y` �XCAVATE TE-�+ The Model TD control panel provides a reliable ^sans of Controlling onu single Chase -who - - Lscrecanc:es Sr ^rnsistenc:es GATE ER COARSE ACoCsREGATE'• �_ NAIL'0: 'C 3CX 'S 17•_:ursv,rle. !Y JJ:9o-:31- d �^ EXCE99 AREA I--i n onslte septic nstallanons. A programmable rimer activates a magnetic motor Con!ac:or o SHIP '0:.780 :'V Mnlers _Jne • :.wsvnle..(Y C2'S AT C010�1l6 turn the pump on and off. A low .vaer float overrides :he timer to prevent :he Dump .-Cm , =C:'-' • ' 3CJ, is?.�' t1F • -1X :JSI eSJ SECTION A -A �j �1 • i� OUTLET (PERSPECTIVE VIEW) I� running dry An alarm float activates the audiornsuai alarm system indicating a sign auitl j FILTER Ch013I KEY IN 8"-9"; RECOII�NDED FOR ENTIRE PERD[EIER O E-1 level. Common applications ratios sand !filter systems. pressure distnbunen systems. • FRICTION HEAD NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION 5 CT I V I I I IG **COARSE AGGREGATE SHALL BE VD07 r3, N35i OR 5 mound systems. or any application requiring a timed dose. s� I BASIt�1', OR CONCRETE. PER �� � E Q �} 2. I.n IS THE LENGTH OF THE RIP1i AP APRON A3 CALCULATED �-313 Model Shown �^ ?e0reser,[s F'iCtlor3 foss .n clastic vice 3cnedule 1C. USING PIATES 3.16-3 AND 3.18-4. t I I \/ t INLET H TD t w914xAWAVAUF 9. d- 1.6 TIMES THE MAXI1[UM STONE DIAMETER, HUT NOT S I I E N G G (.F Y E R I a Z '> ��,� `Jelocity measured in ft,sec., !..Jss in .'eet of .rater `lead er '00 't. of ri � o p PER ' r ,'/1- 1'=- - =14' ,e 1= TITAN 6 INCHES. 6TAlcE OF--1 WIN. ✓ I n ✓ ! / , .emu r, -emu ✓d wu Vrl-•.ru Vd .ru . dt, :..ru 7r! uu I I PRO C T I ON i� F=-{ ., :.:o •.17 :.:o J.s9 `" ''' Source: Va. DSWC Plate 3.18-1 � I � � � w 1 1.:7 :1.1 I.82 Ili A 1.ag 36 :7 63 :2 F�1� o I I I I r EI ■ Entire control) system (panel 6 5.31 :a.a 3.61 6.91 L23 2.11 :_9 .37 N .:6 37 09 6 i l EIOuw4LL C 8 7.3 •6.1 r a2 11J ae 7.6a 1.7I .97 1.:6 ,) ~' -� }2 a3 N I l I Ifs' I and switches is UL Listed to :o :oe %.1 6oI r7.9 3.:2 s to :.13.:.w 1.s7 s7 n :/ s1 � ,3 °) H� c'n�1 it meet and/or exceed industry 1 7. I :1.9 • •6 :.71 _.;7 :.02 1.39 9• 1. 5 J7 ;s :1 Q� rn �' I� safety standards :) 902 37,6 .9 J.69 :1.e 3.:1 3,05 :.33 l.0 :.A •1 98 :7 65 07 ,9 01 /'\ �._ �, v1 :I c 12 0 63.9 5.69 19.7 3.66 , :8 :.l3 :.99 :J :.:8 :1 .;a :0 ;a a r1 I fV�l . I' MIN. �r ,' Q 'D ye :0 1•?IP_ 12.0 6).9 7.M 30.1 1.:9 5.:1 7.10 3.43 :.01 36 :JI :9 .37 6y 07 ;J ,) I IIII V-+-I IJ o I 1 Dual safety certification for the ;1 g e a 1 3 M ' 30 7 ao } 17 ::0 1 a . 63 13 ^9 .e ` United States and Canada:.39 - 31 x „ a ; • V t� ^ �r V iI 9 J2 :)0253.9 �.,1:O.e J-SI 5.91 3.33 :.w S1 31 -S 97 .:1 7 J6 °. .• .. .i .•• `--' -0 - • '.3' ' 33 .:. : S :9 0e d . p✓311 6 TOC Q RILL w Package includes float switches •0 Y. JI 6• 7!PE :, ss ;1.1 9.;8 :3.e 6.70 a.a7 3.b1 3.10 ..03 .;1 d - • • .• •' °• d COV (optional) ,7 :J OA 16.:0 9A5:7.) 7.oa 10.9 1.;0 3.3J ).Ol 1.12 1.9s .V :.M ._� :,75 :0--.'•.. ' .. d _'• - �, .., .: • . .. : ..a 'YDe- w ;0 31 75 .;7 .J2 10. 33.: 3.87 17.3 1.;8 1.5s 5.55 :-:b ,17 .65 62 :9 .: [6 • TT , .L] m :3 90 b u 3 13,92 33.a a.e6 16.6 }.21 3 ,6 3.69 :-53 :.79 .71 :.7p N :.,1 :5 � �I • °• ° •.•' d !• .. �i ELEVATION OF ST,4KE AND V W AV Complete with step-by-step o ,e :z a7 00 9..1 a.6 }.;. s 53 r 01 :.:9 :.60 90 : )s O :.;3 i- U 1111 LSO ® 0 ' installation instructions :7.9t •e.; 10-:7 a.s 621 ;.;6 1. `6 2.}3 2.52 1.02 :.00 ,7 to _3 d J :.:1 :0 .C9 }1 :3.0660.6 1102 .30ZA.9 6.69 ...6. 503 :.33 3.5 :.41 .V :.'9 :J li -/ 11 1=ASRIC Oi�IENTATION DETAIL r4 w w Three-year limited warranty 's -: .:1 .35 .>S 26.06 G0.6 11.30 :a.2 7.37 9.82 5.03 7.71 .:7 1.11 ... 60 rp ti 1.31 .:1 .91 .36 :11:1ee.: 31.6931.0 7e7 11.5 5.36 3.71 3.69 :.31 :e0 59 :.a J '- 1. Enclosure measures '0 x 3 x 4 inches lasti 0 x 20.32 x a e cm) .0 :.59 Is :16 a6 :9 1 -7.6 a.71 ,5.3 s.61 '• s s 7a 1.61 a SLOTS FOR DR4INAGE ;Y5 ,7 :6 :.02 07 :9 30 ),.6 :1.71 ;9.5 a.bl 13.a 6.0] ,.61 3.69 1.°6 :.61 :° :,"a .,1 (Typ_) NEMA 1x �uRravioiet stabilized thermoplastic with removable f r,nges for 3.91 ..3I :.9I 73 :. 30 ,7 tT Outdoor Of ndOGf 'JSeI. ?5 '.)3 :8 :.0a .77 U.95 17.7 v,oe :5.3 6. )7 J.07 •.1: :.01 :.97 i) :.,2 3 ;to :.67 .:9 !.:J 0t1 :7.31 57.9 0.;6 :6.8 6.70 J.61 4.7,5 C �L ui -.:3 S.a :.:5 :.3$ •i 11 A 11 2. Magnetic Motor Contactors controls pumps by switching hot eiectncal :10 :.03 :J :.:5 :o :z.71 Jz.9 19.s :o.: 5 _'3 e.al 1.7^ ..a: 3.3- :s :.0 ;9 g g hY�-1' Fri^i (1J Imes. LISTED :� I.a6 ;7 :.:6 .'I I' 7IP._ 18,89 67.: :3.5 23.5 3.CA 7.39 J.:: ;.:9 3.99 1.45 '.06 .!0 u :;o :.0 31 3.19 :1 :046 7e.o ::.1 :7.3 MI s.;9 ;.61 3.a1 be �d SPECIFIC APPLICATION � Qj U L :50 :.29 3a 1.-3 :3 b JI 2.1.01 39 3 !3.1 51.: 9 3a 10.1 b.06 . 32 1 )1 :.93 .`-57 : � `� � IIIIIIIIIIIIIIIIIII� 1---�1I � 3. HOA Switch for manual Dump control. rT7 :X1 :.15 11 :.5 % >N :3.6 :13 57.7 :000 ::.3 6,51 .93 ,37 :.:9 3.32 :.:J 1'_011 -. r- 4. Control Fuse 60 :.61 .6 :.30 9 : r n :7.3 •e 1 :0.; :) 6 6,9/ ;,;1 .:9 a 7 T- e fY1 2_24" % REBARS TH15 METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE N a "- 37 : 92 :: :. e J6 Is.: n.1 :e.o sd s.a :.:5 • 3 :.$) lT ) i TOC Cr FILL / 5. Alarm Fuse eo :.91 7 La ;1 :.;s .36 "D 3 :2.: 16.3 7.31 6.;a 5 35 3 07 • eo :.:o yp INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER :90 3.10 63 2.16 :6 :-: 37 :y ?:Pe FOR WHEEL STOP ° tT ce.: 60 , :e.s ) :. 116 6.17 i 39 •3. `SA THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT 6. Float Switch Terminal Block :� 7.:7 :o :S7 :9 :.:3 .T gu C i9.: SO.4 :3.1 :4,9 3.°d I.36 6.;4 ).:3 :.:1 :.06 C_ 7. Power and Pump Terminal Block ° S 39 )) 1.11 . :.) e p .JS ::a :1.: :1.9 9 ;s :o.0 7.:1 n : s2 EXCEEDING I CP.S.) ARE TYPICAL. THE METHOD SHALL NOT GILT PE'N= d3 :ego i:2S 1:31 ::cy ,' ; s : i :: , y y ? :° i .e.; :O.a :: 3 :.:9 ;. 2 3.13 :.91 II APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH A5 'DISTANCE 16 6' MNRltl1 ROW d) 8. Programmable Timer with separate variable controls allows for setting :so / Sfl 1 30 3 11 a : 13 : 3 JI 31.0 :1.3 17.: 3..1 11.07 s.w ;. a 16 TOWARD EMANKTIENT 0.1 ;a.: 12-: :7.9 9 09 f.9s 1 s ey IN STREET OR HIGHWAY MEDIANS. C the on and Olf times from OS seconds i0 30 hours. 300 1.3: 13 1.16 3.J) 69 : 73 .75 O7 :0.1 1).• I70 :,.9 9.V -90 -66 SECTION A -A FLau '~ '20 3.1) :.66 3.;6 .59 :.OS ..7 1 ;l 06 - . tT 310 S. 4 1.37 3."] .,6 :..s .:9 :.:9 07 vpc :L6 ,8 4 IJ 9 :0.1 10.•0 3 38 3.1, •.93 9. Circuit Breaker provides pump disconnect and branch circuit protection. 4 7 :. 3 :1 3 _ :l Co 96 3 � A � 10. Red Alarm Beacon provides 360' visual check of alarm condition. W 5.77 ' 07 4. CO e6 : e _1 :.-7 a :.: 60.: a.6 :1 7 u.Ta J 3 ;o WHEEL }� -80 7:0 :_:8 1.:2 .03 :.50 .:1 a b :.0a :5 6.3 e6.7 17.1 7.. 11.) 10 7J3 WHEEL 5TOI .00 6.11 :.) • ,3 Ld3 =.50 _3 : 61 :9 :.:1 cA cL3 11. Alarm Horn provides audio warning of alarm condition i83 [d 85 decibel :e.a 73.) :,.1 •o a 1,:a ; 1 :J 10 ' • : N.C. Erosion efld Wililent (iO*ol PldllflN and Dt36lon Mafual• tWO PLATE 3.01-1 •50 7.37 , ;,00 1.36 2.32 :31 Ind .OS :9.5 ;6.7 :7.9 :6T : •9 9 JI OPT I ON/4J.._ STONE COT" �B INJ�4T I ON L rating)- i00 e.02 }:a 5.;6 1.;6 3.19 ..9 :.04 :3 1.,2 05 :1.7 .6.1 16.: :0.3 ::.e :LJ Dt-Whlatilli NOT TO SCALE ;50 S.a2 •.S 6.:1 1.36 ).;: 16 :.:1 :b ;.'6 J6 :1.9 :30 :79 :•3 'JO ';.S L 12. Exterior Horn Test/Normal/Silence Switch atlows alarm horn to be U silenced and allows alarms stem to be fested. � 9.61 :.) s.eS :.:9 3.a1 .N :.15 .:3 i.b 07 :6.0 6•.1 :23 .3.1 :3_3 :;.8 Y co",rwou 530 :0.10 6.1 7.22 2.;3 1:6 63 Les .:I 1.34 A C :8.2 :1.2 ;70 1610 is., 7.78 2.92 ,.16 ,Z :36 :1 1.9q ]° :1.' J,.7 50 ro 13. Horn Silence Relay automatically resets alarm after alarm condition has 71 Izo a.l 3.}1 7.)s r.3o sl 306 .J L1) 11 :14 ••o ;s 90 '10 17D been resolved. WSJ. 5r•rcns. Is,c. 350 13.6 9.2 s.90 5.21 3.10 .03 3-:6 .35 L41 .13 :e.0 •e.♦ :0.10 :6.3 i50 I).6 ;01 9.1) 1.:1 S.,e 1.07 7.17 .73 LU .IS :1.6 ;�.I :1.A 30.1 � 14. Backplate Label ncludes diagram of float, pump. and power connections. PO Box 1708, Detroit Lakes, MN 56502 , 1-888-DIAL-SJE • 1-218-847-1317 L 1-218-847-4617 Fax U email: sle®sierhombus.com Shaded area represents reeuired fluid velocity to carry solids: Generally accep[ee 7o ce -7 fee[ ..,..,..r elar6nw•e•uc .r..w per second. DATE: NOVEMHER 2000 J FLOW - Jb' � •De/o sVt o..n is co lculored from 'MilGoms and Hos en rormui° H = 7 ri23 •J '..352 SCALE: AS SHOWN Z � !.35� p I. 167 'siny C-':0. =o, W°!•r or // ' 60•F. 'Nr.,. H = b•ed loss, V = lluid +•lociry fr./s•e., D e diom•r•r of ,;p•, (,• / DESIGNED BY: MSS � C = <o•FRci•nr r•pr•s •nrinp rouvhn•ss of ago• �nr•rier swlec•. A86I RIPRAPC1J VDOf 49, eylT, 9, a36 OR ST COAttBE AG[iREr3ATE tlJ TO I1110PLACE SILT t"E1•/CE IN " HORSESHOP " WWN 1.11GI-I VELOCITY OF FLOW 16 EXPECTED FILE N0. 2703 i� C) D 601,111il ADAPIED from VDOT btanderd dwtb and Va. DINC PLATE. 3AM-1 SHEET 5 OF 5 X CENERAL NOTES VDOT CENERAL NOTES LEGEND VICINITY MAP t� Z EXISTING INTERMEDIATE CONTOUR - - - - - _ --332 - - -- - •-- N Y SCALE 1 = 2000 1. Methods and materials used in the construction of the improvements herein shall conform to the current p Count construction standards and specifications and/or current VDOT standards and specifications. Y Vl. All work on this project shall conform to the latest editions of the Virginia Department of P j g P Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion EXISTING INDEX CONTOUR J, ' ��'LU �� " r) f r�Z }; - o r.`, ' including detention serving as silt basins during construction, and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 EX� R h � ' �- .~ '�; T:. „ ' T( I A% l l ' �; '' i Ili 2. Measures to control erosion and siltation, ponds in applicable. In the event of conflict between an of these standards, specifications or Y P EXISTING EDGE OF PAVEMENT - }PP �Q `� must be provided prior to issuance of the site development permit. The approval of these plans no way plans, the most stringent shall govern. P g g PROP E/P ' \ le ° &� � - � ; , � - � " relieves the develo er or his agent of the responsibilities contained in the Virginia Erosion and Sediment P g P g PROPOSED EDGE OF PAVEMENT! X E4G ��;1 -(_ � l ,`,��. �V 3. Control Handbook. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V2. All construction shall comply with the latest U.S. Department of Labor Occupational P Y P P Safety & Health Administration and VOSH Rules & Regulations. EXISTING CURB AND GUTTER C PROF' C3G .�� /-•. � bill r o�� -', r� y % °�;'� �� _.- '';, `` �gb �h �_ ._ N (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER •� � �� " J( � -�R �-, � � ' � � �, � � �� , -: _ � � ,� �1 � / - � , • •) s. 0 "� ) o In co 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When workingon VDOT right-of-way, all traffic control whether permanent or temporary, P P �' shall be in accordance with the current edition of VDOT s work area protection manual. - - CCs-6 TRANSITION FROM CG 6 TO CG 6R TRANS.T,4NSCG-6R r l »z j „• m i m y�� '�- ' ' $� �.�; •h°��' - - �h,� nt C�i °D .., required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT s _ ��_�:" � I 5. The exact location of all and rails will be determined b VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE `�-` CO c��t with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T �835 \ CO u tCQ •--• ...a Q I (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may to deemed b VDOT. _ EXISTING STORM SEWER EX. 15" RCP • ► ,; - _ P `� /•,:, '•:;�✓� '"e' x to CV responsible for providing guardrail and paved ditches as determined by this joint inspection."Refer to be subject change as necessary 1 g Y ° 15 RCP Mo �', �' i�r` l_ A'1 `,•. 1 oa �', j. !' _ _ s �w •� / is �' o o I Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER _ ;, ,� ; �`I �� �-� �: j; �7 ; ,� ;\ //, ' ,'\ _ . ' ' �• b o q .� 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for an work on VDOT right-of-way. P Y g Y - xe'9 i ' J `• . jl .� - i ' )BM ae '' ' o �� • •� to representative of the developer must be available at all times. EXISTING SANITARY SEWER la: _ �%/ ' °�i -�9-WT Gem_. �" on api � �-•I i"a -.4 Qi In 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the PROPOSED SANITARY SEWER ' ' - `` -;: I;- \` ®'/"4!•;,WT a - ) ; . , +, �,• ,� _T '"• ' .� E� �+ Control Devices (MUTCD). contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE Ae � - } _, - • %= - 6z f `�� = 797 _; _ -t� .: '`_' �r �� % ,=�- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE �r -err _ i..• • embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for �R ,-� .,,.-. ` _ '� :8 - ; _ r ;, �- 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any inspection. EXISTING GAS LINE �'� 0 " can `" - ,y °"• • •`� a _.'8 - ;40 „ ,z/d '- 'tl 4 w Engineering and approved b the owner. v section prepared b Greenway En than 6 will require revised pavement sec q P P P Y Y g g PP Y PROPOSED GAS LINE - _ = w •-° .11•.� • -,=•'; _ .- - •.__ .. 10. All roadside ditches at grades of more than 57 shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE ®® -- - °-' q w - ' ` '?; BM_� vPl meriYa: tta%( ~ I!° ) on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance _ w�x ,�6. _ _ i �� - ��_ , - Robi so &*, Sch -p25�` w_ 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virgi�n.ia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained FLOW LINE .�.....� ».�• ••.--•..�- •••�- •••� � - "' :.- i`1 - o °!•� •� ��°�-� =J ,, i �r be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINE X X YIN X X X X X X � � 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE _ '" • � ' i . , - \\ I z • 1 ;'j r ' - 1$'� •�' =� one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during q g g /" }?I ' ; i +•� �::-: is •��� - - �' , ` 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment' prior to enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take P P Y Y V10. and at the end of construction. All lines VDOT to have EXISTING TELEPHONE POLE T R W/ TEE -- �•-- EXISTING WATERLINE �-t- - --• - s i .: �..• :� �+ �J-� '• �eN _ \� _ �� , ,,•. '• `�. .,$. _ -_ j5o ��,� \ .1 whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free water and sewer within existing or proposed right-of-way are minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE 'r - •;, p �" �; .� = - - ° - ' ` , ° - �- 1;0 \ \ .,.._ .a condition at all times. ,-,: :-_ ._-._• •_� .. _ __ - �__ _ _ _. - 14. 10Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT 1 d sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to thet attention of the engineer and VDOT. Work shall cease in that PROJECT INFORMATION > w sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE --- ---�+ --- --�--- v -•-- F- 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® PARCEL _IDENT_IFICATI❑N NO. TAX MAP 63 ((A)) 4E_ standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER Do— - STREET ADDRESS: 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER TOTAL AREA: E700 ACRES BUILDING HEIGHT contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed n be compacted in 6 lifts to 95� of theoretical maximum density as determined by STOP SIGN -cr PROJECT AREA: 3.5 ACRES MAXIMUM 35' � � prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing P g' Y g g the AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) �. ` DISTURBED AREA: 3.21 ACRES PROF. HEIGHT = 2433' utility verification and proposed construction. of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT .�..,i CURRENT ZONING: RA CURRENT USE: 1�':aCANT v 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PROPOSED ZONING: N/A result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PROPOSED USE: CHURCH final VDOT approval. PARKING INDICATOR Al2 w 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKINGSPACES must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans BUILDING REQUIRED PROVIDED PARKING CALCULATIONS A n - N and further where determined necessary by VDOT Inspector. TEST PIT LOCATION .SETBACKS: 19. The developer will be responsible for the relocation of any utilities which is required as a result of his FRONT: 60, 121.1' REQUIRED: project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING SIDE: 50, 1315.1' CHURCH: I SPACE/3 SEATS shall meet VDOT minimum design standards and is the developers responsibility. L REAR: 50 3393 250 SEATS/3 = &33 USE 84 SPACES 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected PARKING SETBACKS: in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 FRONT, 5' engineer must be notified immediately_ any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE SIDE: 5' 55.8' PROVIDED: acceptance of work. Unit and total prices may be obscured. REAR: 5' 3553, 88 SPACES 21. The contractor is to verily 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. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT -{�- HANDICAP SPACES REQUIRED: 22. n n Controlled fills shall be compacted to 9590 of maximum density as determined by method A per standard markings must be installed b the developer or, at VDOT's discretion, g Y P by VDOT on an T GROSS FLOOR AREA PER ADA = 4 SPACES proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN PROP05ED CHURCH . 1,125 5F. HANDICAP SPACES PROVIDED: professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. f 4 SPACES geotechnical report has been prepared, it should supersede the requirements in this note. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT (I VAN ACCESSIBLE SPACE) SANITARY MANHOLE IDENTIFIER OG SIGNS' MAX. HEIGHT 35' 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SETBACK = 10' FROM R/W or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement MAX. AREA 100 S.F. OUTDOOR STORAGE: N/A of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER j2 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 3: � - - - - - - OUTDOOR LIGHTING: WALLPACK LIGHTING ON BLDG. UTILITY CONTA CTS FIRE MARSHALL S NOTE EASEMENT LINE ANY PROP. LIGHTING SHALL � 00 [-•1 " CENTERLINE EXISTING SPOT ELEVATION - X830 SHIELDED TO PREVENT GLARE ON R/W t ADJ. PROPERTY Z ,. a U) Z Q Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Fire lane markings and signage: PROPOSED SPOT ELEVATION X 12 5 OUTDOOR TRASH RECEPTACLES: NONE PROPOSED di 1-1 Winchester, VA. 22604 Any No Parking signs and yellow painted curb locations will be installed LANDSCAPE CALCULATIONS E� Z ~ (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE LANDSCAPING NOT REQUIRED W � O >_4 Phone: Bell -Atlantic r. EXISTING TREE 15 OAK 15 PINE x U W E-1 E- CO APPROVAL DLOCK 39 P.O. Box 17398 ��� NOTE:, OCCUPANCY PERMIT WILL NOT BE ISSUED UNTIL ALL APPROVALS AND W � Baltimore, 21297 (301) 954-6282 PROPOSED TREE `�� OAK INE AND PERMITS HAVE BEEN OBTAINED FROM THE HEALTH DEPARTMENT FOR THE y O U Power: Allegheny Power MISS UTILITY 1-800-257-7777 APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A WELL AND SEPTIC SYSTEMS. EMS. O x P.O. Box 1458 PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. L) w W Hagerstown, MD 21741 ,� W 1-800-654-3317 MEECTIONS'DEPARTMENT NOTE: ~ Q Gas: Shenandoah Gas Co. ' s'II��� `'ITE' �I..� APPROVED 1. BUILDING SHALL 'COMPLY'. WITH THE VIRSINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 303, GROUP A (ASSEMBLY) OF THE •BOCA NATIONAL BUILDINGS CODEASS6. LL1 U x W P.O. Box 2400 Winchester, VA 22604 , �s //I D� `� , • ATE AT USE ER CODES THAT APPLY ARE CABO A111.1-92 ACCESSIBLE AND USABLE - U. � � (540) 869-1111 SIGNATURE DATE - -71 .�.�/ APPLICATION SHALL BE SEALED BYA VFACILITIES. 2. PLANS SUBMITTEO FOR f6EF `1IT R31NIA LICENSED U 5AP4 GQ_-oc::, ARCHITECT/ENGINEER. (� FCSA CONSTRUCTION NOTES TRIP GENERATION DATA FREDERICK COUNTY COVER SHEET TI1 0 W 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD • 560 CHURCH 7,125 9.49/1000 SF 67.6 Protect Nave: Protect Number: 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. MICHAEL S. (w 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE `"®,� I NEW E W LIFE ( %� I �J C H (5 T I A I `l C H U C H 2 -1 03 AUTHORITY'S INSPECTOR. LICENSE No. ® 031162 ' � M A: 1 f ) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER SS, � Magisterial District: Date of Plan: (Month, Day, Year) METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY DEPT. OF PLANNiNG,DLVELVi;,ltIAT ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL 68 BACK CREEK DISTRICT NOVEMBER (O, 2000 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS Owner: Address, Including Zip Code &Telephone No, 139 N. LOUDOUN STET, SUITE 2 THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. rJ SHEET INDE� THE TRUjTEEj OF THE NEW LIFE CHRIjTIAN CHURCH WINCHESTER, VA 22604 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (540) 123-S133 DATE: NOV. 2000 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND Develop er: AddressIncluding Zip Code &Telehone No 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR 1 COVER SHEET ORDINANCES. ANY DEVIATION OR CHANGE , g p p. 139 N. LOUDOUN STREET, SUITE 2 DESIGNED BY: MSS AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 2 SITE PLAN IN THESE PLANS SHALL BE APPROVED BY THE TRUSTEES OF THE NEW LIFE CORISTIAN CHURCH WINCHESTER, VA 22604 CHECKED BY: MSS 3 SEPTIC SYSTEM PLAN THE ZONING ADMINISTRATOR PRIOR TO (540) 123-cJI33 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 4 EROSION AND SEDIMENT CONTROL/ CONSTRUCTION. Engineer Certifying P(an: Address, Including Zip Code & Telephone No, 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR LANDSCAPE PLAN JOB N0. 2103 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. 5 DETAILS GREENWA`I' 151 WINDY HILL LANE ENGINEERING WINCHESTER, VA 22602 IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. (540) 662-4185 SHEET 1 OF 5 rf) Tn E 0 0 c',- CU Q CD m ni JCD N LL. CD X CG-6 CID to I 3 12.0' 0.0' -12-0' 2' 4' Z O EX. PVMT. TAPER N/F I X m SECT. X MILL 12"xl-I/2" 1 SlUA&ER N. KOONCE // AND W M M TIE IN JOINT, 614 NVA 6. KOONCF r VARIES 1/4°:I' r „ , 1�4 =1 �V6 / 8 5�, CLArA41LL FA '"l �' EXXVlsON /Orr LU 2•R CG-6 SECTION 4, LOT 19 DE 833, F* 301 Z �9 ZONE. � I ... m EXTEND 21-B USE: VACANT Z FINAL PAVEMENT SECTION TO CBR■40 I' BEYOND EP/ BE BACK OF CURB ` - ui CV DETERMINED AT TIME OF ASSUMED PVMT. SECTION • ` " CONSTRUCTION. CONTR4CtOR SHALL lam_ � to -0� .b...� DETERMINE EX. PVMT. SECTION OF C\2 It •�:. �;:. •. 411 _ BM-250 •, p RTE• 628 AND COORDINATE UJITH VDOT 8 21-8 INSPECTOR FOR ENTRANCE SECTION. �� - _/ _ ' PROP. 50' `� '' 81I2X `� Q •r. 0 t� ,1» bottom d the curb and patter may be- aaeelact.ut to the d 1 ^' ` - ,�-- -�UlELL ESMT. parallel ,lave - minimum depth a provided7' isa TIFICAL SECTION MIDDLE ROAD - RTE. (o28 l i s1z4 /' _$'� �"$Q10 � a�'2 � \ / \ 2 � � �> '►T+' o at t area may f oorite For use with etablllnd upon -graded d the option d On contractor dralnog. layer, ax bottom d the Garb and gutter sbdLbe constructed paroThl do* ewe may e4 aMPHsser or l an the eloped subbase courses Iqn and to tM depth d the pavement. s� NOT TO SCALE'MW ,,.�� / . , .� Vt 1'i / 5 ��g $ .- 812 ...., ....- �/ G If \� 1. W I O an Ruro highways MNP I �... ` ,C � � L �' �, a� less s i r veld del suburban fpn speeds exceeded standard CG-7 h requited. Nola: / 1 .-•' H ,... -" G� Sl0 / x •� a to camhlnaflon curb a gutter having o roakae d 30a�ar fus (dap face of curb sholl be paid far as radial combination curb t gutter. / � • / PROF.L p�/'pQ`y� . y be CowprecastA3 ram to in place. Concrete Item 4000PSI M precast. I / LVV� VI`i V W A 0 � r REFERENCE COMBINATION 6" CURB & GUTTER ! ���}—� f W 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION ! ! .�_ U) ra 201.03J1�g 1 CG-11 1 j ) )KI Street approach some oadw surfacingas mainline ! f )( I COY (radius ta- be- as pc roadway roadwa shown on plans) C (Radius to be as shown on plans) r2"S�X`— � / ( 1 ( l = i 3 •� � � � Radial ombination \ L ` \` curb and gutter 4" Bi- ) } N z (Std. cc-s) I _ ..�--------_._.------ I � / ( Z X ill) c plumiy�_ } ly.p Optional Flow Lin Concrete e • X _ r J Expansion int o I Expansion Joint SECTION C—C / A �j ry I /µjF + /r Lor /7 X807 SEE SHEETS 3 5 FOR I I J I Note: Width "B" 2'-0" or as Mainline roadway SIUAGLER N. KOONCE+ ll AND / 5_00AC. SEPTIC SYSTEM iNFORMATION. 10 shown on typical section. PLAN VI EW BRENDA S. KOOI�ICE ! / s `--- -- V�' CLAY N/LL FARM 6UBWIV/610N / ! N/F � 1 SECT/O►'V 4, LOT8 D•B. 633, Ica 3,61 a��i � 5 � ,�,.. / UD CLEARING LIMITS ' ` e — '' ��N TOF 'J Construct Grade changes with a parabolic curve. ZONE: RA j _ - GNR/STIONAL 4 t, 1 W — ! LO vACAN _. — Did 608 240 ,o' Parabolic cl,rye lm" ORIFICE TRASH RACK BY 63-A-4 j TUB-OlJ P 6A? ! / .,f--�"v �''� �., l � ZO►'VF: RA 7/s USE: CHURCH �1 N Edge of shoulder 8% Max or Optional Flow Line Slope Change , D When St'd. CG-11 is used for entrances built it STO PRECAST 12 RCP BY EASTERN I " '� -- 08 ` 63-A-4G in conjunction with VDOT projects, please Mainline Roadway note the following: Max MANHOLE wtkPPLY STRUCTURE ` `� ( (( � � f r � $ PROP. EP g38% EP SEP Tv p► •1 Slope Change c D %%Mainline pavement shall be constructed to the R/W line (except any subgrade q� Min Street Cas,nestian D stabilization required for mainline be in (NO TOP) EXJ�' LC.YG�Lt�;1� !{ - / j e•�Nr--t�/Q)� �SMT. `,-''- FC,R �/- ?` _-`---_._ v m' - �__` ^ - �5 -� 1 0 z $ �� \ 9 PROP. EP I (tom pavement which can omitted 20' Desirable for Commercial Entr. the entrance.) 5' Min. w5.63 ■ 100 YR WSE .BFnri ( T '8 �s t� �\ ' � 3 L i I 0 lO 10 9 ( A: ` -- Q TC 2 "� 2 '-- 9tC .. MICHAE S. LE SECTION A - A ® Radial curb or combination curb be gOrj50 I` 6, !'��✓'. _� 1: - '� 1(d 10 — 804 4 O 1 No. and gutter shall not constructed replacement prpases except for W5.12 ■ l0 YR WISE 1 4 -� _ g8 10 ' iS` 10 ggJ>< � j U �l 10�P It I .� LI ENS O 031162V ��s When used in conjunction with standard r304.15 = 2 YR U1SE — — — — — — f NYLOPLA�T 24" $ W 1 ' lIl MLINE D IN� v I SIONAL Guidelines for Grade Change D CG-3 or CG-7, the curb face on this g Standard is to be adjusted to match the STD P ��� T FITTiNCs W ` �N-- - r r ! -�$ �_�, r,��� ^._� �. ....� -- H � � Q } C?lC �L mountable curb configucatiori MAN OCL�ST N I cn 11) 8 / I B Entrance Volume Desirable Maximum STRU TURF 3 I 9 av�� � V f 9 90 W^ t j (3Q\ High (more than 1500 VPD) 0 ,% 3 % See Standard CG-12 for Curb Ramp design STD PRECAST (NO TOP) 18" ADS W i _ LU to be used with this Standard. e500-1500 6 % MANHOLE STRUCTURE �4 N_ STM Medium VPD) f 3 % When the entrance radii cannot accommodate the tt,ming mquicements of anticipated bea fi (NO TOP) } 0 LU cJ0 4 C. PARIII,5 'r� Low (less than 500 VPD) _ 6 % 8 % truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 inches. lid" ORIFICE „ 12 RCP N \ 10 SIGN (TYP.) 4 or`1 9m h \9 f I p 9Tc 3' 3' 9 c vAN KEPI Q tt� ; / ! / ) 9 8 1 NYLOPLAST 2411 CESS k j or )K Optional flowline may be used for entrances p y in cut_ sections INV. NIF „ w l0rc � ►NE DRA►N FOR i f / � w \ Q / 2 20' 20 RATED j ro n-8 / V Optional flowline may require warping of a portion of gutter to preclude ponding of water. = W3B / GiG/UR1 r�fG L. 24' - ( (TYP) DOOR LOC. �TYP.) �;, U/ I l0" ORIFICE CLARA A. LOilJL� � p L0 DEPRESS CURB TO l I I �'�- e + + SPECIFICATION REFERENCE I�ET [OD OF TRE-ATNAEN­T— ZONE.- AA t �' �. 8 �A6TGH PvMT. 36 Q p- �U X� ( I CONNECTION FOR STREET INTERSECTIONS POND RISER STRUCTURE DET,41L USE: SFR I , l�' 139.1' X 0 4 1423 I ! E-{ sot AND COMMERCIAL ENTRANCES 203.08 NO SCALE 63-A-8 106 10-21 0' c 24' i 20' I i \ j0 T (TYP) J + i i ��y w VIRGINIA DEPARTMENT OF TRANSPORTATION 1 $ j r ` loin 10 05 I ! ( \ T TC 9 0 r v E't O E-1 �j CO Z Taper curb height down % to 0 at this point or Pay Line continue at full height cG_, s' whom applicable. ie to ! t Z ,� rC I I , TC C I (ill r"` I 1,`�,' l0TC 1 IOrG 1 fi S ` e l re I `� LU ( Z 14 F�--d 11 F--I 3'-0• Permh bid Min. Construction Joint * _ . 0.0. o. 0. o • 0. Minimum Concrete c t • �• a• a, o • o Var. 3' Mtn. o • o Pay P J ` 0 } { I �` \! i { Z \PORTECOCHER , a 3 m� i 6 b 6EF X - '' � , > L'rs CC-12 T - T Cover 1}�' / \ Pig lirw CG-12 pr.S� Sidewalk I I � 0�, X 0 i z Var. width Construction Joint 8 sid•wwvk or .,. o ®Vy. P Lin• CC-, 2 o • sidewotk `L - - __._ { N 85 _� 1 \ 3 �`- - ! 3 _ I / '� I �j. �--1 N� r , '�-' I• �I Seams co c E.o TYPICAL ALTERNATE RADIAL PLAN I-('-o' --{• l-- 8'- I FOR USE AT APPLICABLE STREET Sx 6'ConO 12•c c CONNECTIONS AND COMMERCIAL * For conrnercial entrance Mtnimum Concrete ENTRANCES. (Heavy Track Trolflo Anticipobd) ( 1' ` f4 m 6 X '� ) I ' S13� 08 try 3 03 $(U^ �Dt 15 2(d'-i2" RCP ! + { /� .,_� X EP ! yJ" ^ J 13 ( • 1�a j I / -tom '6 455 55'�1$° I �_ -� I I ! N-i • 0•5 RISER STR a rC-� L) E--t w U � t-1 RADIAL PLAN- Go'sr VW eel Standard CG--13 snesr 2O .10 &TORM &ELDER fL E /' I I 0g 3 �l � �►� M I E - . � �' / � � , r 8 41NV �. sWArl \ ^�TwN Tl�s•emi.la� EX. Csa rE A /, SCALE: HERT .111I1= 510r / - _/ - _ -�� C 0r T9 POND \ X 55� FOR f !ifOsl y tt_ - %C c9 4 802 rAl�l`1 YEl�',GL Ll 3'-0• to< \ - - 1 ilk � � � E\ -6'-0•- 6'_p•�. Construction Jointpermieek)lo >✓ ....._ _.._ �._._ J .__........__~1'w�w.__,. _._.... �'..._._....__._...r__...__._._.___....-. Fj• .'t \ �\ _.. _.__ .. _.,.....___`i" .._-.___...._.._ _, .:;: _. _....._ 1 r T - g�.OP 5!' I6' 56" W 95.9 ''�- _ __ „ , , �� �43 \ � U W ,..4 0 _...z . _ .._......... X 0 ✓ M/-tiL 810 """ -- _ - -- _ / y -, \ �,c, - —=-= -_ JY IUiJF'P � W 0 _ Var. width .'� . O. O, oo �O, o t ^ 1_•v_,_ t-+.._._-._.__.,_--,._,._...1 o a Sidewalk o< .� "• - O�•� oo'o�'o ' _._ -.. __...,.. __ _ . _ _. _ _. __,. _ _.... I _ Sidewalk - . , l - Space�- ;� o•.o o-o.o 00-............._ ......_. _. .._.�.,_..... _. ._.. _ -. _.. .._. ..,._.. . ,.. ...._. Ji: _.. .... ._..._... _ u... 0 _ p _.._...-._._.._ _. - . _..._ : .L.:. �-.. _._._._------ --- _ _. _Q... : .�_.. --_.`++ec--- - ' _ I ••.•.��6 _._. J�x FOlLAE POLE Blur _. / .._.. s _ ___.— a ENtRgNCE -- _ 11 _ _ \ _ tom... �. / �r _.,,,• -----�.. """� -- T �tT�- -• --- �f `�------- 1. EX. )*AY MINT �—, M/D_D�Li� R!� _._. ,0 \ �RTF. —��� LL 1+1 W Fit 0 O.o. O�• lopes 12 1 Maximum � 1 _ (� - t �.. — L _ _31 6Z8 -_<v _ _ _ RELOCATE - - _ —L fi !� TANGENT PLAN e; i.._.... ISOMETRIC ___._____-._'} __ --- _.. ..._ - - - _; _... I ;ml— ..... (. __.,. �....... ...... j...._ ........ Z. �K.......... _; 1. _._.... }.... ._., ..... Z8D _ ....._........._ .... _ _1 _ ._. _. S - _ _� ____ ___. __. _...._. _.__._.--'_- _ __- _ "� �`: -- � .___ ..- - , .— — — — — — _ _ � -� ((6Q�' E�'� LQ.g�81U- $IGGHT E I a4 W �.. �X. 806 _ _ 8 — - _ `' v _ 35 VIEW I _ . ,._ ... _.._ , .... ... j.. ,PtPlx I �\ ! ..,.. ..1 ... „ { . . !, . ® f I } N/F * CG-12 RAMPS AS REQUIRED �� _ -- -_ _ �� 7' where St'd.CG-3 Cg-7 is used. Q /� Curb romp floor to bit clop A-3 Concrete (class A-4 N premst) wdth sip-reshtont integral 81@ I - ---Sidewalk lima 7'-4• is the mininwm detectable wominq surface covering the entire width of the romp floor (romp floor may be requirement precast or cost in place). The detectable warning shall be provided by on exposed aggregate I _..., . _.,.... -, _ .. _,.{,_ .. _._.. , .,_..I .. . ..... . ...... . _ .... . _ _- „ .. ,.._.., .... _, ,..._... __._... ._........ .. . ... .- . _,.. ._... _ . ...._� . ,.. ,.. . ._ ..... ... , .. _,.,.. - _._1 .. ELD BY VDOT INSPECTOR -.. ,~ _ cou^^- --.,_ •, - f �i.. /v saTv r^^ 'lA IV/Y /Nt,//R ARr4 A LOtGE ._ �� _ ®. (with or without bunter strip) achieve a 12 1 slope finish. Romp shall not exceed a maximum sloped 12 1. .__ _. 7'-4' 16 ' . ..., . .. _..... _.., . ..L_........ :___._I ....... .___.:...._ �........_. .._._ •_^....... . _.- _. ... :._... { .......... .. �. ,... .. .... ....... . .. - .. _ ... I . u :! ! 2 .'-- St'd. CG-2 Flared sides d curb ramp to be poured monolithically with ramp floor or by using per- or CG-8 v - mbsible constniction joint with required bars. ...-.... 8.331[ Max. 4 . r 4 _ -- I- . .. n M romp floor h precast. hobs must be provided for dowel loam so that adjoining flared y sides. caw be cost In- place otter placerwent at pmcosi mmP flocs. Preowt toncreM- Show t I . -....... - - ,.. -.... _.... ...t...-.... .. ......t._. _..,_.-.. _... ....,._._.... .-..._. _,.......... ..._ _ .... ....... . y '� _- �--- j '.' _..-......... __.r.... _ _ ._._ _..-.___... -. _. _ . ....... .. j ... _ ...I _ 1 ... -..... - ......... ...,` .... _. ... .. " _ _ .. .. ... ........___ 1 -.-. ._ ..__ _ .. ZONE.-/�/t"� ZONE.,/Vi USE: VACAN USE• VACANT T T be clap A-4. ...I _ .. .... .. 63 -A- 7A 63-A - 78 7• DEPTH To BE USED WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING Required bore ore to be N0.5 x 8' placed 1' center to center a" both sides d the romp SECTION A -A REOUIREMENTS OF ANTICIPATED HEAVY TRUCK floor, mid -depth d romp floor. Minimum concrete cover 114'. ---. � TRAFFIC. r .. ` .. ..-. - ... ...... l{ _ ...._ - - - . -�-Q -��y -_ i_ _ _- ... ry M2_11'�p t>�S-N 42 .,OS% . _. I -I _ _ ...... ....... _ . .. _ ._ .. . _ ey_swrL - .- .� ..-., G l0 .. _,... �.. .._ {{�� Curb romps will be measured oho paid for at the contract unfit prices for Hydraulic Cement Sac 8'BFra T2'c`-c Concrete Sidewalk and Exposed aggregate sidewalk. complete in place. Permissible Construction I .. ..... Curb/curb and gutter slope transitions adjacent to curb romps are Mackidsd In payment siape 12 : , Maximum Joint for curb/curb and garter. __.._.._._____ , . This Hem be when used in conjunction with standard OG-3 or CG-7, the curb face on this standard is ..__. Precast or cost In place. ...,.. I I u .. ..j-_. 1 _.......1-.Y ............... _... .1....,,... , , t ....._...... ._ .. .- . _ ... . .- .,- ..__ . 1.,.. r .. .... .. ...... �.._. .. .. .., ...... ...... .... .... ., ._ ...._y.. } 1 . 'S _ -._ _ �� _ _ __. t., _ _ _____. _ _. ___ ��. .._.. ....,_..,_....+._.. -... ,_. _! .... _....._... ,.. ._. __ .. ._._........ ......._._jjj .... ,_.,._.. .. _. -. ".. .I .. „ _. .._-. 1 - �.4j((,J ..` _r4.-..... I .. ._ ......_ ._..._ .... .. 1 _. ____________ .__ I _ _ .. _._...._. .. - DATE: NOVEMBER 2000 ,. to be adjusted to match the mountable curb configuration. i _ . ............. ..._.. _ .-, . _._, . •..-. ; ., ... .._ - ._:. ._..:..{_...... i . . _. • r ........ Curb Ramps an to be located as shown on the plans or as directed by the Engineer. . ,,.._..-_ L. ...... .,i ..... .._. .. ............. .. ..._ � .....L ._. I,. _. I _ -._ .. ......... .. ._ ... .. __ .. .._.._: � i Accessible route h defined as a continuousthe m They am to w provided at intersections whorewr an oac..eibl. roat.(>Hwlthin right- SECTION B—B uDstnxted, stable, firm one slip resistant of o h Facility crosses o curb roles d whothor sidewalk h debit • o o • path connecting oil accessible elements of a pro i'A9 '•'aY y r� nq. , Limits of Exposed aggregate sidewalk Pa n9 proposed or nonexistent They may M dlset from pedestrian crosswalks as Mown on pkms f _ .. facility that can M approached, enteral and a es directed by this Engineer. but should not be located behind vehicle stops lines. -... by impairments. ...... ..... ... _. ..... �... _._. _.._ ... ... .... _._-. .... - I .r .. _....- .... ..- i_....- _ •._ .. .... J.•,. .. ... _� e. __._ .. _,- _ ._ ..-..... _. - ...... i -_. ..�. __- _. �... {{ .. .. �... � ¢( t _ ... _ .... .. _ (r .. j _ ._..._..-. 3 ... SCALE. 1 - 40 DESIGNED BY: MSS i... Treatment where width of sidewalk or sidewalk used persona with mobility Existing light pots, Piro hydrants, drop inlets, etc. will also aHed pkacemsnt 1 _... .- .. �t �t Q/� ,..._.. . .- +}@ 20 r••I•@ VSL/ ® space b less than 7'-4• �. _ __ ...y _. y ^� _ :- FILE NO. 2703 II 1 SCALE: 1 4 CURB RAMP SPECIFICATION = m ERENCE (PERSONS WITH MOBILITY IMPAIRMENTS) 203.09 Re..isd 3-25-the VIRGINIA DEPARTMENT OF TRANSPORTATION s� ,a,l L...__-.._/��_1__-....._,_ 1@+@@ 1@+5@ 11+@@ 11+5@ 12+@@ 12+5@ /.-►--_-.__.._._____-_--___,__.__� 1@+@@ 1@+5@ SHEET 2 OF 5 CD N N 0 CV aJ cu 3 cn m 0 r` CU 01 L N C Q1 C W t U L L U C fp L U CD 3 Z m 0 r1 ry O PUMP T,4NK CR055 SECTION NOT TO SCALE CONTRACTOR 15 RESPONSIBLE FOR FOLLOWING AN ADDITIONAL AUDIO/VI5UAL ALARM SHALL BE ALL GUIDELINES OF THE VIRGINIA SEWAGE INSTALLED IN THE HOUSE WHERE SOUND WILL BE HEARD. HANDLING AND DISPOSAL REGULATIONS. INSTALL A RHOMUS MODEL OM11-202 AUDIO VISUAL CONTRACTOR SHALL ENSURE POSITIVE ALARM AND CONTROL PANEL OUTSIDE SURFACE DRAINAGE AWAY FROM PUMP TANK ADJACENT TO PUMP TANK (15' MAX.). NEMA 4 ELECTRICAL BOX RISER HEIGHT VAIRES WITH EACH TANK, SEE SITE PLAN FOR GRADES. GROUT OR SEAL R15ER AT JOINT WITH TANK PROVIDE SCREENED VENT (2" PVC) EFFLUENT INLET 1/4 DAY STORAGE T ABOVE ALARM 1028" i ALARM ON DIFFERENTIAL FLOAT SWITCH N/A 59" OFF 12" DRAIN TO DAYLIGHTS I. L PERFORATED UNDERDRAIN I Dt-windfilter-pt SIGN CALCULATIONS: I==� SET TANK ON MIN. 6" 051 STONE MAX. DAILY FLOW -- 20M GAL. (AS APPROVED BY HEALTH DEPARTMENT FOR ONE (1) SUNDAY SERVICE) 5EPTIC TANK CAPACITY (MIN. REQUIRED) = 4000 GAL. 5EPTIC TANK CAPACITY PROVIDED = (2) 20M GAL. TANKS IN SERIES 5TORAGE/PUMP TANK VOL. = 3,500 GAL. STORAGE/PUMP TANK CAPACITY • 48.63 GALJINCH MAX. ALLOWED PUMP D05E TO DRAINFIELD = 543 GALJDAY STORAGE/PUMP TANK SIZE IS BASED ON MAX. FLOW OF 20M GAL. ON SUNDAYS. CONTROL PANEL SHALL BE SJE-RHOMBUS MODEL TO PANEL OR APPROVED EQUAL. PUMP TIME 544ALL BE SET FOR 9:00 AM EVERY MORNING AND THE PUMP SHALL BE SHUT OFF WHEN WATER LEVEL DRAWS DOWN TO 12" FROM BOTTOM OF TANK ALARM SETTING SHALL BE 59" FROM BOTTOM OF TANK (BASED ON 48b3 GALAN. TANK). (MAX. ALLOWED PUMP DOSE TO DRAINFIELD - 543 GALJDAY.OR 11.1611 DRAW DOWN) PROJECT: New Life Christian Church (File No. 2703 Total Dynamic Head Calcuilation Based on Schedule 40 PVC Pipe, Size = 2-1/2" Static Head: Minimum Water Level (Pump Off Level) = 796.15 Discharge Point = 809.92 Static Head in Feet = 13.77 Friction Head: Design Flow in GPM = 35.0 Length of Straight Pipe in Feet = 389.10 at Design Flow, Friction Loss/100' of Pipe = 0.81 (From Friction Head Chart) Friction Loss in Pipe in Feet = 3.15 Equivalent Length of Fittings in Feet = 55.70 (From Chart Below) Friction Loss in Pipe in Feet = 0.45 (For Fittings) Add 100%, Pump Wear & Pipe Erosion = 0.90 Friction Head in Feet = 4.05 Total Dynamic Head: 2-1/2'SCH 40 PVC ° FORCE MAIN TO 5PLITTER BOX ° BALL VALVE QUICK DISCONNECT ATTACH ROPE OR CHAIN ° TO REMOVE PUMP FOR MAINTENANCE CHECK VALVE 1/4" WEEP HOLE ZOELLER EFFLUENT PUMP MODEL 98 CAST IRON SERIES 35 GPM is 115 FT. HEAD SET PUMP ON 4" PAD 1.4 f7-�i!�i!�i •�i: i:•:�!:u•!:.:•:�!:�!: UNDISTURBED 5UBGRADE 6" TOPSOIL 2" STONE 4" FIERFORATED PIPE 6" CRUSHED STONE DRAINFIELD LINE DETAIL (NOT TO SCALE) dt-dratnftald-1va nc ion Losses through Plas FEFF Fin-gs in Terms en eng is of Plastic Pipe 2-1/2" Valves Fittings Gate ug o e ng a ec Coupling 45 Benden ee No. of Fittings 1.0 1.0 1.0 5.0 1.0 Friction Loss 1.7 21.0 3.0 4.0 10.0 14.0 Equiv. Ft. 1.7 21.0 3.0 20.0 10.0 Total Equivalent Feet of Pipe through Fittings 55.7 II all ---- 5100 ' 1 _ I 012 '' - \ x ✓ \ E;`1 0 45• BEND \ / FORCE MA INN IN,/ a 103 2-PIPES OUT (2) 45' BENDS 45' BEND 812 / 0,10 ` x _ 1 \Z' lZ PST O BOX _ 0 1 - LP� p ) v G TtU�6�'� �TYP• �1 � �FR 8013 501- L TO "BpX 3316, gp�11T R 01,gD �X 80 1 9 12 PST D �1YP•) DRAINFIELD LOCATION AS APPROVED BY THE HEALTH DEPARTMENT, MARCH 13, 2000 1 11-114' BEN 0092 DRAINFIELD 51ZED FOR 600 GPD 1 E AT W MIN. PER INCH PERC RATE. 1 o x PER REDS, 3,150 50. FT. MIN. AREA I REQUIRED. 00 -� DESIGN PROVIDES 20-53' TRENCHES CJOCJ3 AT 3' WIDTH = 3,180 SQ. FT. I I CONTRACTOR SHALL CONSTRUCT LINES 70 � � 50510 RESERVE AREA I' FOLLOW CONTOURS OF GROUND SURFACE. �003 /4 I x I I 5 ! x - OIQ 0071 / _ r 06 OS I Z Z cc W W Z CD Z WCV o co to -4 Q 62 I mko Z x rn �C\2 tr) C\j W WYj0 U >I > I > > r b Q 0 I 5 i I W z a w i 1 > o de � r I I > I 8054 l x INV. F.M.=80131 \ I INV.= �p,LTH AEL Cj'2101 L C NS No 031162 !NNAL U a: E, 0 r4 Z az �� o W F-' W E 1 E_ W � � U' c U) E- U U) LL > �w U J U � 3: W Z DATE: NOVEMBER 20001 SCALE: 1° = 20' DESIGNED BY: KISS FILE NO. 2703 SHEET 3 OF 5 x v) cn U O cu tD 0 0 w CD 3 an _3 CD m 0 cv L CD o, CD c w U L L U J 3 z 0 r` Cu CD w 0 ER05ION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THE PROPERTY IS LOCATED ON MIDDLE ROAD (ROTUE 628) APPROXIMATELY 1.0 MILE WEST OF THE INTERSECTION OF MIDDLE ROAD AND VALLEY AVENUE (ROUTE II). THE SITE AREA IS 500 ACRES OF WHICH APPROXIMATELY 321 ACRES WILL BE DISTURBED FOR CONSTRUCTION. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 1,125 SQ FT. CHURCH BUILDING, PARKING LOT AND ON -SITE SEWAGE TREATMENT SYSTEM. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY VACANT WITH A TREE LINE TRAVERSING THE MIDDLE OF THE PROPERTY FROM EAST TO WEST. PREVIOUS USES HAVE BEEN FOR FARMING. ADJACENT PROPERTY THE SITE IS BOUNDED BY RURAL AREA (RA) PROPERTY TO THE NORTH, EAST AND WEST AND MIDDLE ROAD (ROUTE 628) TO THE SOUTH. THE PROPERTY TO THE EAST IS USED FOR A CHURCH AND THE OTHER PROPERTIES TO THE NORTH AND WEST ARE SINGLE FAMILY RESIDENTIAL USES. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STRUCTURAL MEASURES PHASE I: A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM MIDDLE ROAD TO MNIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE SHALL REMAIN THROUGHOUT BOTH PHASES. SILT FENCE (305) SHALL BE INSTALLED AS SHOUt`l ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. DIVERSION DIKE (1M) SHALL BE INSTALLED TO DIRECT OFF -SITE FLOWS AROUND THE DISTURBED AREAS THEREBY MINIMIZING SEDIMENTATION ON DOWNSTREAM PROPERTIES. A TEMPORARY SEDIMENT TRAP (3.13) SHALL BE CONSTRUCTED AS A PHASE I CONTROL MEASURE PRIOR TO CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE 11: ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT, STORM DRAIN INLET PROTECTION (3.01) SHALL BE PLACED ON INLETS AS THEY ARE CONSTRUCTED TO PREVENT SEDIMENT FROM ENTERING DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF DISTURBED AREAS. CULVERT INLET PROTECTION DEVICES (3.06) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL 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 SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADIW_-- MANAGEMENT 5TR,ATEGIE5 CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY A$ POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POUTER TELEPHONE, STORM, SANITARY, WATER 4 GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER 5ACKFILLIN6. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE 5WALE5 SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 05 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE, GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES, PH,45E5 OF LAND DISTURBANCE ACTIVITIE5 I. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAP, CONSTRUCTION ENTRANCE t DIVERSION DIKE). 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. 1. FINAL GRADING. 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR ERO51ON/5ED IMENT CONTROL LEGEND NO, KEY SYMBOL DESCRIPTION 3�2 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 305 O X X x SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.m ® � TEMPORARY DIVERSION DIKE 3.10 TEMPORARY FILL DIVERSION 3.12 DIVERSION 3.13 St TEMPORARY SEDIMENT TRAP 3.18 O ® OUTLET PROTECTION 320 O CHECK DAMS 333 O ---0-- SODDING 336 O 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING t 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 ESLGND2 SEEDING NOTES: 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHE6) AT A RATE OF SO LBS. PER 1000 SF. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 SR (1000 LBS. PER ACRE). 5. SEED MIX SHALL CONSIST OF 130% KENTUCKY 31 TALL FESUE AND 109. IMPROVED PERENNIAL RYEGRA55 APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH &PALL 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, RUBBER HOSE GUY WIRE 012 GAUGE TURNBUCKLE TREE WRAP WITH 509. OVERLAP FLAGGING TAPE ON EACH WIRE 2 DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER PLACE: TOP 1/8 OF ROOT'BALL ABOVE FINISH GRADE 3 STAKES BACKFI LL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL - TREES OVER 2-1/2" CALIPER (NOT TO SCALE) LANDSCAPE LEGEND KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS TW THUJA woodwardll Woodward'e Globe Arbovitae 24" 51 AS SHOWN GT ARM GLEDITSIA trfacanthos -` demaster 2-1/2" cal 2 AS SHOWN Shedemaster" Locust LS ® LIQUIDAI' styraciFlua Sweet Gum 2-1/2" cal. 2 AS SHOWN NOTE: TREE SELECTION SUBJECT TO CHANGE WITH CHURCH APPROVAL. �X 8124 8#01 \x \X / J I 1..- I w8a X 3 . , �� 8 I x + xI CONTRACTOR SHALL CONSTRUCT I I i DIVERSION DIKE t STORMWATER I f MANAGEMENT POND EMBANKMENT �WITH RIP -RAP LINED WEIR AS A FIRST STEP PRIOR TO CLEARING REMAINDER I ® l TO DIVERT OFF SITE RUNOFF W65 OF THE SITE, I D AWAY FROM STRUCTION AREA. X CLEARING LIMITS i x I j r-42�—�j lcr I Z 1 W W I I Z W O to O CO a �. It c\100 0 I 01 Zx LoC\2 W r- 0Nt r ; ` L1J to U ,~ l } I } \ i V) U) "$ 1 ` W co � l Ir 1f= ROAD 0WP05W SPEED LIM17 -- - - - - - - ---- ---- - - W4--------- —s 802 TH15 SHEET FOR EROSION/SEDIMENT CONTROL AND LAND5GAPING ONLY! SCALE: 1" = 40' 5 MICHAE ,S.IQSTICK LI EN`3E I No. 4+{, 031162 SSIONAL � V cc W E-+ Q Z U E O � U)Z Q O Mt �� E- O E, W>� 0 0 W 1r-1 C0 V 1 E.. U z LL > U O O � W w Z DATE: NOVEMBER 2000 SCALE: 1" = 40' DESIGNED BY: MSS FILE NO. 2703 I SHEET 4 OF 5 4" REINFORCED CONCRETE CG-2 SILT FENCE INSTALLATION STONE GONSTRUGTiON ENTRANCE i'P(� ONSITE T�iCAL FAVF- LENT 5ECTiON 3000 P51 _ I 44 NOT TO SCALE 4" SUBBASE (21-A STONE) I. SET THE STAKESUPSLOPE ALONG THE LT INEOOF STAKES. 10, MIN. EXISTNG UJ WIDTH VARIES A PAVEMENT SEE 51TE PLAN 3' I/4" = I' = I DOUBLE PRIME t SEAL PER �\� II VDOT SPECIFICATIONS °. FILTER CLOT be MN4 TABLE 4t1 ° .d d° :A .. ° • '.r.' .a • Y�tJ� A BERM (OPTIONAL) ro SUBBASE VDOT STD. GR-21A o �4•� I SIDE ELEVATION Z II _ 4" 2'R - EXIST- =1 I I -I I I-1 11-I I 1-1 I 1=III-III- coMPACTED SUBGRADE _ _ _ _ _ _ _ &ROD 10, Mrt� W i T17-�T I i T-TT�1Tf TfT 1Ti 1Ti=T (COMPACTED TO 95% DENSITY I I I -III -III -III -III -III -III- i. I �DO AT OPTIMUM MOISTURE CONTENT _ _ _ _ _ _ 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT THE B WAe"RACIC W- MN DO -III III -III I -III III -III I I to TO STAKES AND EXTEND IT EXCAVATED SOIL. (OPTIONAL) C\1 It VDOT VTM-I METHOD) COMPACTED SUBGRADE Concrete to be Class A3 if INTO THE TRENCH. n2 cost in lace, 4000 PSI if (95% DENSITY) precast. P e. Surface IT MIN• CD EXI97 >~ � PAVEMENT 1-7 op 00 PAVEMENT DESIGN BASED ON A SUBGRADE GBR DE51GN VALUE OF b. 501L TEST - I rn OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED III I a POSITIVE DRAINAGE lo, MIN_ x to � PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. CONCRETE S i D E WALK [DETAIL B°a° - ��GATE B VDOT 11 COURSE 7TRAPPING DEVICE -� � •d � � � Dt- vtnt-tarchl - O (NOT TO SCALE) MOT EXPEND FULL WIDTH OF This item m be - COPIC6W may Precast or coat in place. - INGRESS AND EGRESS OPERATION U R,� PLAN VIEW r-t r, Subbase SHEET FLOW INSTALLATION � E- i 4 (PERSPECTIVE VIEW) 12' MN. SECTION: 210.D3S 2" Radius 8" M rA / `a , FM3198 4. QlifL/7Y PUMP9 S��E lar, _ I/ _ ` Jtge W _ s > - This curb la to be used when design speed 3„ h,IM. p P - - ,�„ -iEAD :APAC;- ZURVE - is 40 MPH or less on Rural Highways and Note: Curb having a radius of 300 ft. or less •.. N roauct Information � 0 Suoerseda n presented here reflects vOCEL "'IT I 4 45 MPH or less in developed urban and (along face of curb) will be paid for as radial - - 3' MIN PUMP L-O. J997 Surface suburban areas. conmlions al nine or ! , x curb. I pumication. CO r.11 :actOry I L m p �% inconsistencies. or -,per MAIL TO: °0. 3OX r6347• I ouTrAIe. KY 40256-03•T s- �_._,___ ^� '•` �c l•,j _� The depth of curb may be reduced as much as 3" FILTER CLOT W U1 • SHIP rO: 3649 Cans Rim Road • LoI1oHb, KY 10211-1961 5 - - - l •A Base 15" depth) or increased as much asi 3" 21" depth) FLOW SECTION A- A AfpJiWww.zoNler.com :502) 778.2731 • I IWO) 928•PIIA/P • FAX (502) 17r-362< - •- .: ( P ) ( P ) Cc, 3 ==+ in order that the bottom of curb will coincide 5- ° ' with the top of a course of the pavement A s _. �. Sub substructure. Otherwise the depth is to be 18" as II COMPARE THESE FEATURES _ , -- _ ___ _._ - L I shown. No adjustment in the price bid is to be Non -clogging engineered plastic vortex I 98 Cast Iron Series " ?' �� , Ii'- 12•-' mode for a decrease or an increase in depth. I I „ 1 .• , y _ + impeller design. I L __ •0 '% _ ACCEPTABLE ALTERNATE _ • • • ' : � ;. ;; '�• Durable cast construction. Cast switch case. I "FLOW -MATE " - Jt IF CURB IS EXTRUDED t PONT A SHOULD BE HIGHER THAN PONT B. motor and pump housing and base. NO � (FOR PUMP PREFfX IDENTiF1CAPON SEE NEWS 8 VIEWS 0052) tljl �q�E STANDARD 611 CURB d sheet metal parts to rust or corrode. FOR SEPTIC TANK ej1 Castings - All cast iron class 25-30 25000# - tensile strength. LOW PRESSURE PIPE (LPP) AL.oNs :c 30 •o c be ao 105 VIRGINIA DEPARTMENT 'Zy AND ENHANCED FLOW STEP SYSTEMS _45 502 of REINFORCED CONIC DRAIN SPACE Bearings - Upper 8, lower oil fed cast iron. 3- ao :.0 v TRANSPORTATION 201.01 DRAINAGEWAY INSTALLATION SECTION B-B O EFFLUENT -C. xo 4iNUT[ -- --- -_-- -_ _ - _ (FRONT ELEVATION) • Stainless steel screws, guard, handle and ,. � 1 arm and seal assembly.77 E8D-lob EW-3W Float operated submersible (NEMA 6) VVV OR DEWATERING PUMP '••� goo_- �e o :.:,e _ 5 cp 2 pole mechanical switch. SUBMERSIBLE ° 3 ° °;° TEMPORARY DIVERSION VE RS i ON DIKE TEMPORARY SED iMENT TRAP W � Oil filled motor -hermetically sealed. 1 /: NPT DISCHARGE - - PIPE OUTLET CONDITIONS a i Permanent split capacitor motor Entire unit pressure tested after assembly. A A Automatic reset thermal overload protection. l tl Carbon and ceramic shaft seal. _ I' VARIE ~ VARIES - Watertight neoprene ring between _ A - - _ - COMPACTED SOIL r ORIGINAL RIP PI motor and pump housing. MODELS AVAILABLE I I ado V AO Automatic or Non -Automatic - G ELEVATION W • Maximum temperature for affluent or '4 H.P., ' Ph., 115V Or 230V T ' CONSUL, FACTORY FOR SPECIAL APPLICATIONS a VARIES• IS MIN_ El 0 p dewatenng 130° F. - 54° C. Available with Piggyback PIPE OUTLET TO FLAT . ^ , °w ' 61 GU 1 pJgCRE n; 60 Cycles, 1725 RPM. /anable Level Float Switch. Electrical alternators. for duplex systems, are available and Variable level float switches are available for controlling single 4 .� •• E supplied with an alarm. and three hoses tams. AREA WITH NO DEFINED '',': N Passes !: inch solids (Sphere). I Mechanical alternators. for duplex systems, are available Double Piggyback anable level float switches are available CHANNEL : , Ir--51 No screens to clog. I with or without alarm switches. for variable level long cycle controls. 9 ( )• I i PLAN VIEW FL1�U _� b� GU YDJAGRE 4' MAX. FILTER CLOTH ORKsINAL N Standard cord en th 15' UL listed 1'/; NPT Discharge 11 Y," X 2" PVC Adapter I MCDEL J8 I SELECTION GUIDE (EXCAVATED) Gib � _ Standard all models -Weight 39 Ibs - ' ; H P ""Nf81 ^O8` O0°'at°d 2 °d° n'°"'ar"'a's`'^r:' "o em°r^et c°"°o'reaURea. _- induded with dN 3 BE Models). I 9e s.n.. control S•Mctlon Single oiggy0arx vanaale ieva float swncs or aouoie oggyosa ,a,mm Ave, _ COARSE ELEVATION noelswitch RewrloFMa47. _III_III_III_I I I_I I I -I I I_ I I_I I I -III -I I I_ I -I I I_ I I_I I tAoo•1 Vob.ah Moo• Amps sionNex oul„•a 3. k4waftWw altemat« 10-0072 or 10-0075. L AGGREGATE• ��' TH 0 • On point - 9%,' , tII4--� ti ,� 115 Auto 94 ,«.a7 - 4 S,RFM0712.t«aa�tmoomofElocvtca,ArT.,., a I-III_III-III-III-III-III-III-III-III-III-III-III-III-III- • Off point - �" I _ M N 115 : Non 9.4 29,266 J or A 8 5 5. Contra sw4tch 10-0225 usod as a control acrNmor. SPeaty auors :31 « iA i • Majer width -10 'r�• ^� i ape ; zJo AUta ' 4.7 � ! «, a ; _ naelaystem III III-� I � I � � III III -III -III III -III -III III -III -I I I- F58 � Z?0 t Non S 7 2 or 2 a 6 � J or. 6 5 -' 6. Fo.x /4) ride J-Pek, luntbon bmt. /« watertgM confection or vfse0-x, o r. - CROSS SECTION OF OUTLET Two (2) Cir hom _l ias aper we 140002. 4.5' MIN. MICHA L S. • Height - 12" 7. Tvvo 12) has 1Pek, t« watAslrgM connection « stN,ce. d SIMPLEX AND DUPLEX _ CAUTION � � !i 2� DI A LIC S No. SYSTEMS AVAILABLE ""°^ �°°" °^ aeaeo a • DINAM m r o «� r � • sw trra. .II installation et cenire,e. Crolechon d.r,ces and e+nng snouid to Cone by a 9uaithso SECTION A -A �'T� REY a"-9' Raco D� FOR FILTER CLOTH O 031 162 .l ga77:Ekc9toi Alrrtietr.FMO/eeM15N:AWMlCr,elpr.F70e95: SurnC6•+epe Bsene.FMdldT; I,esnsed sleetne,an. All el.c tncal and salary Codes should Ue r.Ibwed,neNdmglM most LENGTH (M FEET) e i SnVe Piro S•rOMa Raiq Corltrx. FMt�e: Alan SYerae. FM0732 relent National Electric Code (NEC; and the OtCupatlonal $elety AIM Health Act IOSNAI b x DRAINAGE AREA ss PACKAGED SYSTEMS y SILT PENCE DROP INLET DIVERSION (IN AC-) joNAL AVAI L RESERVE POWERED DESIGN A � DACE For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MODEL BN98 Note: The son of effluentsystems normal requires variable evel Roads) controls and property sized MAL 70 Po soli r6347 A 3d 0 (MIN. I RO T E G T i ON % i i i Louisville. KY 4025603/1 GLASS I RIF'R4P basins to achieve required pumping cycles. ! 0 • lr. kem.. ad S,ft 70: I6r9 Cars Run Rosa Larvft KY 40211.1"1 2 X 4' WOOD i�/lt•IE nrrosfMww.ze.e.rtwRt PUMP !O. (WrM2731.Ifill 929~ �1- 'A-wSwr /9'98 d INLET FAX /urn naval o WID TRH PC RATE PIPE OUTLET TO WELLT N DEFINED CHANNEL FRAME I I III 11 11 11l 11 1 I III 1I 11 111 11 11 1 I T th' MAX. l l 1 I I 1 i fie PLAN VIEW �� /// 1 1 1 11 11 11 11 1 11 I I 1 11 111 1 11 V I I 1111 ►II - SECTION: 4.10.270 I4 a / 3G JC: rtcfma1100 resented ^sere Sucerseaes Single phase, simplex timed dosing pump control eflec:! :3nainon3 3t .m, :i P Zo o x u0uC3h On .:nl Oa '3C:Ory -9�ariir0 _ PUM/ �O -ty �cXGAYATE 7� r�� The Model TD Central panel provides a enable Weans of controlling Ono ;Ingle Chase coma - , rscroaanc:es x nccns,stznc:es d GATHER AREA COARSE AGCsREGA7E•• = HAIL '0: - C 3cx 'S;1,- • _:msv,de. SY :J:Si-: 1: EXCEft i--� n onsrte septic nstallanons. A programmable timer activates a magnetic motor contactor :o AT COiC�}!a! N SHIP r0::180 .:° Nrders _.iris • wsvnle. n'Y r-i T �1 L ~-•I rum the pump on and off. A low :vizier float overuses She timer system prevent :he Damp !rCm =C=' 9•_7" • ' 3C�, i;?•�' TIP • =4A :C21 "_-'cSJ SECTION A -A T OUTLET l PERSPEGTiVE VIEW) C-' --'•H tinning dry An alarm float activates the audio^usual alarm system indicating a sign °wit j F LTER CLOTH KEY IN 8"-B": RECOMMENDED FOR ENTIRE PSRMETTR O E-r level. Common applications 'nctude sand `filter systems. pressure distribution systems. 0. o" FRICTION HEAD NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION -Y• i V I III **COARSE AGCaREGA7E SHALL BE VDOT 3, e35i OR 5 mound systems. or any application requiring a timed dose. s I BASKET, OR CONCRETE. FE RSPE G I V E WS Q L 2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED EeD-313 ' Peoresents F-tcaon 'ass .n plastic pipe schedule 10. USING PLATES 3.18-3 AND 3.18-4. Mods) shown 3. d - 1.6 TIl[ES THE MAXIMUM STONE DLAMETER, BUT NOT (L T * I CE L \ / T INLET t� TD1W914X i� r Valocity measured in rt,see., ".ass in .feet of Hater !lead Ter '00 't. of p� 61AKE I V Y a Z �}©01 G.+LS. t 3.• t. i• I1,< _ < 1, LESS THAN 8 INCHES. t O ° PER 3. �rI "' ;,, ^ ", ,,, Source: Va. DSWC Pl&te 3.18-1 I PROTECTION :.:0 !.17 :.:1 3.19 �U �y V 1 F�••I 1 1 ..:) ILJ 4 92 IA " 1.64 36 :7 a) :7 VVV O 6 e.N :D.t }, 6l 6.91 :.:) :.lA :.:9 .57 94 .:6 / t L IF Entire control system (panel 37 34 tV E N . I .I !•V i s 915 •6.] 4.e1 I1J 1.9e 7.4 1.14 .44 1.57 4y ;7 :e SI 31 '<i E and switches) is UL Listed IO t0 i06 %.1 602 17.9 3.72 3.70 :.11. :.H :.37 57 M •, SS b .3 ]} E Nl meet and/or exceed industry 7-:2 37.6 •.60 7.Ta :.77 :.05 1.39 94 1.!4 37 .;e .:1 •` A '^ i� safety standards :i :o.a2 Jzb 7m ll.e s.a S.ol :.7e l.0 :.so ;t .9e n s 31 .9 33 I _`. (�1 O s3.9 s.e9 :6.7 S.a6 4 :e :.35 :.44 -e :a sa A v . I' MIDI r 4 J r , bb 1�5 )• JIPE ]2.0 6).9 7.44 19.7 4.:9 5.:1 l.11 :.N :.01 36 I II 1-+-•I Qr `./ o i / Dual safety certification for the :.31 :9 .37 : _ (' II 1 :7 9 b }O.1 }.Sit 7.e0 }.act 3.17 :.A 1.:3 es 43 :.=9 :e 3t b >r a d : . ♦ ... : _ '.! i , a • .� 11•%\ (%� United States and Canada 5.17 :.39 1.3o Q , N V 9 32 I1.:5 4Le i43 10.8 4.71 C/ - Ss n 35 :SA1 57.9 7.11 :..: 15 97 .:1 - b Package includes float switches S.sl 6.91 7.3) :.40 75 91 :3 : •1 a 9 3e a • a • TOE Q FILL W g '0 6; 34 5" 'IPE :. as 'lA 9.,e :e.t 6.}0 S.e7 S.bI 3 10 % ;.:1 ) : O 9 • : 32 .0 d "� •` ° • a 53" W VERT O� (optional) .} :} 31 16.;0 9.e3 :J.S ' Ca 10.9 ..10 3.35 3,02 1.Sz ..95 .:. :.M :1 :.:3 'S •.... ° jI .. d y, • .°, .: •• • .. ° ..Q .. 'fy,` 0 .3I n :7 u o.;I �.: ;-a7 17.} 4.;a L6S 5.35 6 :.17 es 62 :9 S 6 °.• • r d. �' d e • _CDm 33 30 >b u 32 Il.;e Jl.e a.m 16.0 y.:6 S.SS S.e9 :.ae :.39 _4 :.'0 i• L.1 :9 • Complete with step-by-step m 9e �7 74 3) :I.a7 'o 0 9... :l.6 ; .33 b • • E L E V,4 T I ON OF STAKE AND V / a 55 :.°6 .)q .74 >r 3.-4 7'46 .02 2-53 2.&1 - :.:7 - .r.. J li m 0 installation InSIfUChOriS ;J.01 •6.7 10.:3 :1.6 5.21 164 4.36 z-5) z.42 :.OI :30 .47 ;,36 :3 ,L w J :.:1 :0 .'9 >. :S.J135.1 11.02:1.9 6.69 1.61 •.69 :.91 }.p1 :.:1 F,4SRIC Oi�IENT,4TION DET,4IL A ,� mow\ ■ Three-year limited warranty s _ .3 .375 .04 35 17.16 %.6 ll.60 'J.2 65 1.e2 s.o) }.3) -._} I.11 :.77 so :.91 . SLOTS FOR DRAINAGE 30 :.11 .:J .91 .- ]7.:6 56.: 71.69 31.0 7.e5 I1.1 5.;6 3.71 )..9 :.54 : 00 69 :.W .73 ~ 1. Enclosure measures '0 x 3 x 4 Inches (25.40 x 20.32 x 10 16 cm) ?� 1.,9 .a96 :a. -7.0 !3.33 tl 3 3.13 ..5 5 -,a 3 3t S.e9 Lab :.62 -6 : ;J ,I iTyp•)J W NEMA 1X luRravioiet ;tabdized thermoplastic Ndh removable f,:nges for 9 }0 94.6 14.71 79.5 3.61 13.3 5:03 4.61 5.91 : 32 :.91 !S L O q 31 outdoor or ndoor 'JSeI. O 95 1.33 :e :.3e .37 :4.93 4J-7 9.08 I5.3 6.37 5.07 '.l: :.04 :.97 96 ].42 '3 U ;to :.o) :9 1.:5 36 :7.31 47.9 9 A (: `, us rd :6.9 5.;0 5.64 4."1 :.'1 3.:5 :.:5 :.SS 11 II 2. Magnetic Motor Contactors controls Dumps by switching hot electrical ;to :.:9 :3 :.a :o :7.51 s7a lo.s :3.: -.n 6.81 4.7 g 1'�11 r CV mes. LISTED ::0 L96 ;7 3.36 .:1 •' 'IPE 1&119 57.- :LS 1-3.3 3.04 7,39 ; 32 3.57 .a :.31 s9 F•t-1 }.:: - -9 4.:z :.45 7.31 .30 'a : SPECIFIC APPLICATION ri U :30 :.lz .3I 1.17 :7 :0.46 39.3 :2.1 :^„3 9.71 9.;9 ,.e4 !.el ..:: :.>a S.SI 93 , d L3ii U :40 :.:9 Jb 1.-a :3 xs ]. -3.04 a9.7 13.4 31 .5 9 }e 10.5 6.51 4 31 4 71 :.9) !.57 : :JJ o T 1 'D 3. HOA Switch !Or manual pump control. :50 L15 41 :.5 :o o, :7.6 :, } a,- :3 oa :2 a A 31 • 9J ` ]7 ::9 : 31 ::.� 11_01f T. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE `J 3s :s.l :35 6.94 3..J ..:9 , 4 J : (T ) 2-24" REBARS TOE OF FILL 4. Control Fuse :ad � 7 s6 :.3910 - 4 :. a % :6: .s.: ::.1 :b.o Je 6.:5 7 : s • :5 :.53 � INLET DRAINS A Is�LATIYELY FLAT AREA (SLOPE NO GREATER N 5. Alarm Fuse ,n :.94 .7 '.°' I :..s 3e yp' FOR WHEEL STOP 0 / :90 3-:7 70 :.17 .-9 .177 :Y ?!°c • 1 50 3 :3.4 0.3 7.3I 6.7e 5:3i : -3 . w l.:o THAN 5`%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT tT :e.6 3.:4 7.:3 6.:7 i39 •.74 :.3a 6. Float Switch Terminal Block !90 3 0 6° :16 !A .T2 gu ::0 S.S9 !) :.N .:4 .3 Je )0 .3) :..0 4 :1.; :1.9 9.:1 :0.0 7.:4 • 41 :'.61 :. a4 7. Power and Pump Terminal Block EXCEEDING I CPbd ARE TYPICAL. THE METHOD SHALL NOT SILT FtaJ•ICE Clo:.o J.93 .13 2.67 q ::) .30 a 37 9 33 3 6.1 :e.; :0.1 1:.3 ;.;9 s.17 :.91 ' DIbTANCE 16 f' MINR7IM IF ROW 8. Programmable Timer with separate variable controls allows for setting :eo 4.23 L30 1.a9 ,; : e7 .11 :.3a -4 :..9 99 ;; 1 3 a :1 3 I3.; l.., 007 5.w ;. 3 II APPLY TO INLET5 RECEIVING CONCENTRATED FLOWS, SUCH AS IB TOUARD EI•g6AAevENT g 9 :30 4.10 1.11 1.31 .71 :.-9 1) :.:5 .31 - laa 909 95 7,15 , a5 IN STREET OR HIGHWAY MEDIANS. he on and off times from 05 seconds to 30 hours. °° /.90 1..e 3.73 1 : 91 .17 : n SECTION A -A FLau :,a 3.13 1.o6 3.56 .69 :.% ..7 : ;l 36 :I T, 47.: I) 0 :..9 0.,0 • % - 66 - IT 310 5.14 1.37 7.-! ;6 :.:e _:9 :. ;9 37 •• ?,pc A.e 4e 1 I7.9 :0.1 10.40 f 36 }.:; ..9} 9. Circuit Breaker provides pump disconnect and branch circuit protection. ss 9 :4 5 <. 3 _ • :1 5 a • n j10. Red Alarm Beacon provides 360' visual check of alarm condition. ;eD 3'� `m ''30 36 -.e -1 • 'T :4.2 oo.: a.s :4 I u.y ;:.3 ;; :0 5.:7 IIIIII' .eo e.19 :;3-:.1 .9. :.13 .:4 •.a x :.3e :7 s.e �a.; :a.s u.l :alp -7. WHEEL STOP PLATE 3�l-I 1K Z 'co 6.44 :.} 43 L0) :.� •) I e1 W 39 a !3 11. Alarm Horn provides audio warning of alarm condition 183 to 85 decibel '6'a 73 } %' 'O6 I3.0 ::. : iJC. Erf781f711 dfld Sedlelefl! COfltr0l Plamiflaalld ptsalgrl i1afua1.1988 '70 7.:D 7.1 S.3a 1.:7 :.32 ., 13, i_e .% :9.5 Se.7 :7.9 :e; : .9 93l OPT i ONAL STONE COi" �B IN,4T f ON L sting). w a.02 J.l 6. ]. 6 5.19 .39 I.01 7 1 42 .15 :1.7 46.1 6.: '3.3 ::.6 :..3 CA-Whletelot NOT TO SCALE 7 S50 3.a2 ..S 6.:1 1.36 .6 :.:4 .:6 :.•6 ,M L 12. Exterior Horn Test/NormaYSilence Switch allows alarm horn to be J :J.9 :S ° 17 9 :' } 130 rl.s U 103 9.62 S.3 6.65 :.19 3�35 .54 '.43 .13 1.� J7 :6.0 D14 :9.J :3.5 :5_3 :S.e silenced and allows alarm system to be Tested. moo„• 650 :0.40 6.: z:2 2.73 4 36 .63 2.65 .-1 1,34 >9 t- 700 :1.1 Ll 7:73 2.92 , 46 .77 : 36 :4 1.99 10 :1 o 16 b is l ro 13. Horn Silence Relay automatically resets alarm after alarm condition has m '50 12A e.1 3-34 3.3., . ao .32 7.06 . J 7 3N lIJ 9.! e.90 7.;4 }.30 - 3.:6 .•3 1.:T .13 I ID' been resolved. su QL[CT RO SY9T[N•, INC. !}0 11.6 101 9.45 4•', 5..e 1.07 1.47 }) 41 .17 to PO Box 1708, Detroit Lakes, MN 56502 :7.a 4.1 s.4 Jo.l 14. Backplate Label includes diagram of float, pump, and power connections. C_ 1-888-DIAL-SJE • 1-218-847-1317 -2,e@sjor6r7 Fax DATE: NOVEMBER 2000 � email: sjeidsjerhombus-cam Shaded area represents required fluid velocity to cam solids: Generally acceptee _0 oe =fee[ v- Winer c9n.esnsss6uc rows per second. ' J FLOW - 7b' 'Do,a shown is calculated From 'NilCams and Ho: en Formula H _ 3.023 '/ 1.352 SCALE: AS SHOWN i.352 D 1.167 ""9 C-':0. =m .ei•r at ,/ Ti 600F. 'Mho• H o 6••d loss, V Iluid +.lee„Y fir./sec., D = dloln•,•r of p;p•, n. / DESIGNED BY: MSS O C\J t\ C = co•Il;c:•nt r•pr•s•ntine rovOhn•ss or ago• int.ri or swloc•. ' VOOT 03, smii, e3, e36 OR Sy OOAREE AAOIlE[iATE A" I RIFRAP 00 TO PMrLACE O LT i`ENCE IN a HORBEBHOE ' Y►fN HIGH VELOCITY OF FLOW IS EXIPECIED FILE NO. 2703 t,- C) iI SCLFZEt ADAPTED from VDOT Standard &w*A and Va. DW PLATE. 31DO-1 SHEET 5 OF 5 X