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Home My WebLink About46-00 Trex Plant No. 2 (Shawnee Dr Location) - Shawnee - Backfile (2)m U 0 0 0 cU Cu Ln 6i In e\j 0 z Cn o, 3 0 U I Cr 00 (U CD CD CD L c w QJ X L H i / 0 M GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP a Z SCALE ll"= 2000' EXISTING INTERMEDIATE CONTOUR 33 .. / 1 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR " "' - - _- - - 330 W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR _ W 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 EXISTING EDGE OF PAVEMENT EX E/P U must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P PROPERTY /N THE G/TY relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT OF YVINGHESTER Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX C&G 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G ,P SNYDER LN Z (VDOT), City of Winchester, and Frederick County prior to construction in existing State right-of-way. Winchester traffic PROPOSED CURB AND GUTTER ` W o `n by VDOT such is V3. When workingon VDOT or City of right-of-way, all control, whether Y g y' CG 6 CG 6R �� 0 CO 4. Approval of this plan does not guarantee issuance of an entrance permit when permit permanent or temporary, shall be in accordance with the current edition of VDOT's work TRANSITION FROM CG-6 TO CG-6R - == Y = =_-= �1�� cC\2 required under State law. "A area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, EXISTING TELEPHONE LINE �� 3 (�Ci a a) 0 -� I N 00 5. The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation Section 104.04-C. to traffic PROPOSED TELEPHONE LINE �� tw (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 regulation, control and safety of may EXISTING STORM SEWER EX. 15" RCP Z y � " responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to be subject to change as deemed necessary by VDOT and the City of Winchester. * L' Lo i` Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. y5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER PROP. 15" RCP / APITOL LANE W b of o 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a and City land use permits for any work on VDOT or City of Winchester right-of-way. 14, `n representative of the developer must be available at all times. EXISTING SANITARY SEWER SHEET INDEX c a CD 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 or the City, a preconstruction conference PROPOSED SANITARY SEINER �■� V 104 �, Control Devices (MUTCD). must be arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE COVER SHEET SHEET 1 contractor, various County agencies, utility companies, City and VDOT prior to 8. All unsuitable material shall be removed from the construction limits of the roadwaybefore placing P g initiation of work. PROPOSED ELECTRIC SERVICE SITE PLAN SHEET 2 � W rn embankment. V7. Contractor shall notify the local VDOT Residency Office and City when work is to begin or SANITARY SEWER PLAN SHEET 3 cease for any undetermined length of time. VDOT and the City will also require 48 hours EXISTING GAS LINE - - - PROFILES AND DETAILS SHEET 4 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less notice for any inspection. ERASION/SEDIMENT CONTROL AND LANDSCAPE PLAN SHEET 5 than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LIME EROSION/SEDIMENT NARRATIVES &DETAILS SHEET 6 w 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 WATERMAIN PROFILES AND DETAILS SHEET 7 rn on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance � P Y g in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE -.. -.. -. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PROJECT INFORMATION be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE -- ----- ----- 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during EXISTING POWER POLE �- u � one litter receptacle shall be provided at the construction site. and at the end of construction. EXISTING TELEPHONE POLE b _ Z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to EXISTING WATERLdNE W/ TEE -�► ' T' STREET ADDRESS W CJ 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 or City right-of-way are to have WINO ESTER, . 2 E VA. 22602 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 R s ' T' s MAGISTERIAL DISTRICT BACK CREEK BACK R K � O w condition at all times. V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT PARCEL IDENTIFICATION NO. 63-A-110,371-1-1 z co 3 Z 14. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary immediately brought to the attention of the engineer, VDOT and the City. Work shall cease LOT AREA 65.79 AC Z sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut in that vicinity until an adequate design can be determined by the engineer and approved EXISTING WATER VALVE DISTURiBED AREA 8.3 AC a d Q sheets, and connections to existing lines. by VDOT or the City. 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 and City PROPOSED WATER METER m CURRENT ZONINGM2 LU W W z standards and specifications of The City of Winchester and Frederick County. Inspector prior to placement of fill. EXISTING REDUCER CURtRENT USE MANUFACTURING 2: 0)O L 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 PROPOSED USE MANUFACTURING LU w z O (Y contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN v SETBACKS - REQUIRED: FRONT: 75' PROPOSED FRONT: 159.7' ZLU p CL 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 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) SIDE: 25' PLAINT 2 SIDE: 80' Z W % utility verification and the proposed construction. of any dedicated street right-of-way. At the direction of VDOTor City Inspector density testE DENOTES LOCATION OF STD VDOT REAR: 25' REAR: 741' Q 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 RMSDICTIONAL STANDARD CONSTRUCTION Lu result of his construction project within or contiguous to the existing right-of-way. p j g g g y• Road and Bridge Specifications. A co of all tests shall be submitted to VDOT and the g P PY BUILDING HEIGHT: MAXIMUM 60' (36' PROPOSED -BUILDING) 00 0 city before final VDOT and City approval. PARKING INDICATOR 12 (71' PROPOSED -SILOS) w 0 00 O 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUlIIBER R OF TYPICAL PARKING SPACES SIGNS: NONE PROPOSED d Z-\O � r must be provided to Frederick County and The City of Winchester prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans OUTDOOR LIGHTING: NONE PROPOSED A Q 1.!�O L_ development permits. and further where determined necessary by VDOT or City Inspector. TEST PIT LOCATION ® OUTDOOR STORAGE: NONE PROPOSED CZ T - _ 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKIiNG H C / F.A.R. CALCULATIONS LANDSCAPE CALCULATIONS shall meet VDOT and City minimum design standards and is the developers responsibility. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected LOT AREA = 65.79 , .nC LANDSCAPE AREA REQUIRED AC 242 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 or the City, copies of all invoices for VEHICLES PER DAY COUNT 100 2 S.F.S.F. ( N 1- -1) EX. BUILDINGS �= 327,942 S.. PROPOSED $.64 AC (PIN 371-1-1) engineer must be notified immediately. materials within any dedicated street right-of-way must be provided to the VDOTand City PROPOSED BUILDING ENTRANCE PROP ADDITIONS = 149,622 S.F. 10.7 AC (AROUND SWM POND Inspector prior to acceptance of work. Unit and total prices may be obscured. TOTAL = 4�7,564 S.F. SMALL BUILDING) 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering 477,564f 2,865,812 = 0.167 (F.A.R.) TOTAL PROPOSED = 19.3 AC OR 29� 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 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 PARKING CALCULATIONS proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered p pp " y Y g account receivable basis. PROPOSED STREET NAME SIGN + LOADING SPACES PROPOSED BUILDING ( ) 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 REQUIRED MANUFACTURING - 3 PER 4 EMPLOYEITS REQUIRED = 1 SP/40,000 SF OFFICE - 1 PER 250 SF geotechnical report has been prepared, it should supersede the requirements in this note. = 149,622/40,000 = 3.74 OR 4 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 EX OFFICE = 7211 SF PROVIDED = o (ALONG FRONT OF BUILDING) PROP OFFICE = 211 SF or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement TOTAL OFFICE = 7211 SF of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER O = 7211/250 = 29 SPACES TOTAL REQUIRED SPACES = 134 [4 in Frederick County appear below. These numbers shall also be used to serve in an emergenc3 condition. EXISITING SPACES = 76 TOTAL EMPLOYEES = 70 PER SHIFT C\2 UTILITY C 0 N TA C TS FIRE MA R S HA L L S NOTE EASEMENT LINE 2 SHIFTS * 70 EMPLOYEES = 140 EMPLOYEESS PROPOSED SPACES = 59 140 EMPLOYEES • 0.75 SPACES = 105 SPACES REQUIRED) TOTAL SPACES = 135 � � � � CENTERLINE z Q� EXISTING SPOT ELEVATION 12.0 1 Water/Sewer: Frederick County Sanitation Authority & Department of Public Utilities Fire lane markings and signage: a' > >_ P.O. Box 1877 City of Winchester Any "No Parking" signs and yellow painted curb locations will be installed PROPOSED SPOT ELEVATION + 715 s HAINDICAP PARKING Winchester, VA. 22604 P.O. Box 75 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE 101-150 SPACES = 5 HANDICAP SPACES REQ. Z 0 Z (540) 868-1061 Winchester, VA. 22604 EXIST. 4 HANDICAP SPACES Z ,�, lot W O (540) 667-1815 Phone: Bell -Atlantic -- �r " EXISTING TREE (2 VAN ACCESSIBLE) U) U P.O. Box 17c Gas: Shenandoah Gas Co. �� 15 OAK 15 PINE PROP. H C SPACES � 1 / O Baltimore, MD 21297 P.O. Box 2400 (301) 954-6282 Winchester, VA 22604 PROPOSED TREE OAK �- TOTAL HANDICAP SPACES = 5 TOTAL REGULAR SPACES = 130 U) x (540) 869-1111 TOTAL HANDICAP SPACES = 5 Z ® W Power: Allegheny Power TOTAL SPACES = 135 P.O. Box 1458 MISS UTILITY 1-800-257-7777 W Q Hagerstown, MD 21741 a PEI 0404 1-800-654-3317 W NOTE: THE ONLY ENVIRONMENTAL FEATURE FOUND ON THIS LOT IS THE 3.69 ACRES OF X FINAL SITE FLAN FLOOD PLAIN ASSOCIATED WITH HOGUE CREEK. THIS PORTION OF THE LOT IS NOT APPROVED PART OF THIS PLAN AND NO DISTURBANCE OF THE FLOOD PLAIN IS PROPOSED. DATE oe ,S; to O/ate•. - vo TRIP GENERATION DATA CO VER SHEET CfF�r� CLASS USE PER 1,000 S.F. GROSS S.F. TRIP RATE VPD NTH 140 Manufacturer 149,641 S.F. 3.82 572 '"-' Project Name: Project Number: C "S S. No�BADER 025704_1.1 �T X COMPANY, LeL.Co O Pn7eoti Magisterial District: Date of Plan: (Month, Day, Year) IONAL �� BACK CREEK 07/24/00 Owner: Address, Including Zip Code & 'Telephone No. PROFESSIONAL SEAL & SIGNATURE 3229 SHAWNEE DR. TREX COMPANY, L.L.C. WINCHESTER, VA 22601 APPROVAL THESE PLANS ARE IN CONFORMANCE WITH 678-8100 DATE: 07 24 00 / / FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code &Telephone No. DESIGNED BY: C.B. FREDERICK COUNTY ZONING ADMINISTRATOR DATE IN THESE PLANS SHALL BE APPROVED BY SAME AS ABOVE THE ZONING ADMINISTRATOR PRIOR TO CHECKED BY: N/A * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL. Engineer Certifying Plan: Address, Including Zip Code & 'Telephone No. * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL. 151 Windy Hill Lane JOB NO. 2168R Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 7 m 0 0 0 L0 0 0 CU 0 Z 0 3 Lo 0 n rn I m Lo CRl c:, L Co Q, w i x a) L I lD cu U) a) LL- .a 0 � � I 0 / / f N/F 1 YOUTH DEVELOPMENT GENTER , ZONE: MI ! /65E : GOMMUN I TY GENTER 65—A—I IOB ----- ----_ -! / vich u u u EX. FORGE MAIN VY. KC I . - ` " ° ►,, �,, `" RELOCATE EX. MATCH WALL-5EE BOX -4 TELLEEPHONE LINE EX. ARCH PLANS - -MATCH 4� i 33 zw/l• r—X 12" ROOF DRAIN 37 37g- 37 N4 - �55 322X i f / - •� ^r e X //e 388 �0 4 X 5.4 W- ATGH 38A— I I r / EX. / AL/ 554.16' f A�NY4SAST DRAIN / / 2' CUID/ .r / rn BY ADS(T1TX4 TOTAL) PROP / / 4, 15' HIGH OPE ING J D ROAD / ANTIFREEZE 51LO PAD / % \ a 3 ti PROP ROOF DRAIN / HYDRANT (HOSE BIBB) OF DRAIN o LOSS � o I LA IOo' GAT. "B" BUFFER 80 SA / - , d TER EWER i ANTIFREEZE % f ANTIFREEZE cz M1 f i HYDRANT / f HYDRANT 348 N'� NX 406 PG 518 ! , f ++ 12 (HOSE BIBS) r / z (HOSE B1BB) T. KA I f 385 a -- — _ _ PROPOSED PANT #2 TRASH �o FRAIL I r f b 50p, COMPACT R po g FF-��.vO ,�� (ATTACHED TO ILDING) +�1 22 S.F. 1 f NC Td, BACtFLOW PREVENT19K DEVICES _ —TR X �) i L BE A 5EPPERA V IT FROM METER 14 5 •,.co � IRED � TFE. E GO., L.L.G.L.L.G 1 1 i 5 m( ,- N ! Z /� 1 i 1 1 PROP ROOF DRAIN PROP ? Z�p <A l i / q RELOCATEEX. U.G. _ 0 1.0% � ANT1Ft�FF7F 51LO PAD P ®RAIN m � M // i / � j � f •✓ +- TELEPHO - - "fifS'DRA14T �_' 2' CURB (HOSE B1BB) OPENING f / HED GOODS AREA aGy � � ` v'�' ! � 554.16' PER SEPA EPPROP' ur - O Q {� , /� 1 — ' r > \ O F3aaV __ 0 �` '- Q W� �S +1' / / -- - _�T 5.0 EG-1 DOD50N BROS. SLEEVE TAPPING 4 A7GK _ �x� 18" ROOF IN �� ' S" /\ _ 10" /'f 10" ROOF DRAIN BA KFLOW 15" Q4 tAL D/11iEXTERMINATING GO. I1 VANE !*X. - �� -- _ _ _ _ DEV E P T t 32q' x� -- - _ REMOVE �O EP — ��oP. FI C/o �� 8� r r: r ZONE: B2 � I _.._ _ . / ENTRANCE 4 ~ ergo '- ,� j i, 1+ m -_ �-• 1+0 : ' .:�` c - __ ` y�--- '_AVERT -..., _ FIRE LANE M 2+00 USE: BUSINE55 2+00 — _ _--4" SAN LLAT — - - y LIMITS OF 'ONS .RUGTIO - _._ �._._ _.. �_ f -s -•.r- � + r PROP.F.H t �63—A— 112 AAr N C ( EX H ATG SLEEVE 4 VALVE / �ROP.F.H. L'?." �.. r��"_ -�- rj TEE W/PLU6 �4 j --- EX. 2 F I PROP. 2O� ry/iq CONCRETE PAD FOR { ' "� .�' �' Sz `~ �" ��'�- 5---,tom 20' W/M ESMT� iw i 100' Cf`AT. E5MT. TRUCK SCALES, 2 ! " " b `/` � EE SHEET 3 FOR SAN SEW 3�- 1`I2'-8"�AN5 BR A GW/1r1 'B SCALES BY OWNER 1 �\ PROP. E.P. / / / / / / �r XTENSION AND PROFILE PROP. PROP. , 8" AMERIGAN INOODMARK r'� �•' --''' --' c -� �`' \ , ZONE: M2 1 > ---TRAl ER PARKING .- r 1 AREA USE: OFF I GE � � �� i � � 63—A— 115 I i 1 11 TREX I GO., L.L.G. MATCH LINE MATCH LINE NOTE: ALL NEEW UTILITIES SHALL BE INSTALLED UNDERGROUND NOTE: AS BUVLT DRAWINGS ARE REQUIRED BEFORE WATER OR SEWER SERVICES ARE APPROVED FOR USE AND ACTIVATED. NOTE: NO OUTDOOR TRASH RECEPTACLES ARE PROPOSED WITH THIS APPLICATION. A GOMPAGTOR IS TO ATTACHED TO THE BUI LD I N6. LINE BEARING DISTANCE L 1 S 58*25'16 E 28.73' L2 N 33' 12'56 " E 29.50' L3 S 56*47'04" E 225.00' L4 S 33' 12'56" W 1 19.50' L5 S 54'5231 " E 75.04' L6 S 49'3356" E 75.06' L7 S 53'55'20" E 50.06' L8 S 46'2635" E 69.63' L9 S 56'47'04" E 38.50' L 10 S 71 '26'55 " E 145. 41 ' LINE BEARING DISTANCE L 1 1 N 36'41 '56" E 4.56' L 12 S 47'09'00" E 36.61 ' L 13 S 47'09'00" E 98.37' L14 S 51'2625" E 120.05' L 15 S 64' 1 1 '30" W 53.82' L 16 N 60'25'40" W 61.99' L 17 S 70'34'32" E 50.00' L 18 S 19'2528" W 50.00' L 19 N 70'3432" W 50.00' L20 N 19'2528" E 50.00' I CURVE C 1 C_2 RADIIUS 160' 1.52' 40.00' ARC 1 171.33' 58.66' _DELTA I 06'07'46" _84'0 1 '06" C3 30.00' 48.01 ' 91 '41 '32 " C4 30.00' 46.23' _ 88' 17'37� LC5 _ 23106.32' 420.34' _ 01 '02'32 " j Z W W Z Z WcQ O 0 co co Loco cv z x to� L1J � a '-' w 0) •N Qi 'J1 tao kk a� W cl) O IL Z Q w z w lu � z w w O O � 0 Z ~ ) 0 U ~ W -j W Wm a LuoIa.c_ 0 w N = k v � = �1--z S)O z w t(1 � w00000°oo PTH OF I,r Ord LAUS S. BADER No. 25 04 ssIONAL yG PTH OF I,r Ord LAUS S. BADER No. 25 04 ssIONAL yG ■ J C\2 H E--4 z Q> zPrIll Z Z � Q W E-IO w Z O W W WQ E-I U � 1-" U W rYi u I DATE: 7/24/00 1 SCALE: 1"=50' DESIGNED BY: CB FILE NO. 2166R SHEET 2 OF 7 x City of Winchester Standard Utility Detail Department of Public Utilities C.I. FRAME a COVER FINISHED GRADE �l•MAX• I/ 2' CEMENT PLASTER TOOK RARER GRACE PDLASTER '8 2,-0. INSIDE EXPOSED SURFACES. z W z ~ U W 4 Cr w MANHOLE , p N ' STEPS �.. z Q •� z D, s tr I 6n W 5" �. 4'-0'OIA. N N Q � m �a CENTER OF MANHOLE TO BE PLACED AT SiAT)ON Q o 1 SHOWN ON PLANS . ^, zCEMENT MOTAR - N rn INSIDE i • JCINT .' KOR -N-SEAL RUBBER,:. BOOT (OR SEAL) BOTTOM OF �% Z � BASF 6"GRANULAR N s ,o FOUNDATION rL btANHOLE Standard Detail I - -" --- Detail No. Standard Sanitary Manhole Detail Date: Approval: cc 0 0 0 CV v v m m 0 Z �1 3 m LD (D 0_ cn I LID CV L Iv CD c Cn c w x a) L f— !D cD CU CD 0 735 -115 i>In 705 U TO 5Hc ;o„ ,, .- - 1. s - 10 B KFLOW IS PROP EP - l2b REMOVE EX. Li � ` ._ G/O P 126 / ENTRANCE 4 _ — '`"�..- 250 LIMITSpFGONSTRUCTION-6" TEE W/PLUG �—HATCH ...... 0 142 PROP. N/F AMERIGAN NOODMARK ZONE: M2 USE: OFFICE z f 1�11 I j X EG-I ' ' DODSON BROS. 30X2a 6 . , / ¢� 1� ` f EXTERM I NAT I NC7 GO. - ZONE: B2 8 _ T B�i� �' i' USE: BUSINESS R I + 51- VE rf VALV6 MATCH i EX SAN SEWS 1 I I t 'PROP. W/M A' I J � f i � I to ITT i 1 i � f t If ��00 fig' 100 YFZ F.P. \00 ELEV=-f14.00� I 'Er\ NOTE: SEWER SHALL BE BORED ER HOGE _ r = RUN TO PREVENT P15TURBA STREAM ' / , J` / % r AIQ EX 4 TOP=711.57 � CtV.=_iL7,05 '__--� EX 12• SAN � ®off, .. �-- . PLAN VIEN I eX 20, O O O 0+00 0+50 1 +00 1+50 2+00 2+50 5+00 3+50 4+00 4+50 5+00 5+50 TOP=115.0 EX I ; .=10-166 . TR F.PA `r / r 4� `y N 6+00 6+50 7+00 1+50 5+00 8+50 Lel 735 i 725 1 -120 115 110 1105 i City of Winchester Standard Utility Detail Department of Public Utilities 0 0 0 0 COUPAC-.EJ 5ACXFIt_ SV-ECTED MATERIAL PREWANUFACTAJRED ., TEE OR WYE 1 4s• I ~ IW s o m ►- ~ © RELAMIFACTU) TEE OR WYE a 4:� ' SPRING LINE CURB `a,+ ouT In STACX W o a V 1 C LLAH 1� STACX IN ERT OF HouSE cosX. To III - AT CROWN OF SEWER- I Standard Detail "" Detail No. Standard Sanitary Lateral Connection Date: Approval: City of Winchester Standard Utility Detail Department of Public Utilitties SANITARY SEWER WAIN F�_loW PFEMANUFA�C U''RED -EE OR WIPE SEWER `r.RviCZZ CONNECT PEz :?E-IFICA• , :CN5 i '100 Stanoard Detail Detail No. UNLESS GT"ERWISE SHOWN ON 1'_:•v5 WIN. u STANDARD ZRANULAR 9E_OING -nRCUG�iCUT I r' -AN JUT — --- -•�--PROPOSED SERVICE �-�-RIGID FERNCO COUPLING --*—EXISTING SERVICE LATERAL �J Revised: Standard Sanitary Lateral Connection Date: Z W UU M Z UjCQ O CD to CC) N Cu � QN 0 C\2 OJ ' to 0 rn W0 Q Lo p. LO 4 w � v 0 W in 41 z 0 � r� Z v Jl QL Q z ly- O cs- _ AU S. BADER No.025704 O�� /// f ss-to T, ■ ■ E- r� r�Pr-4 W~ oa� �w IL �x Q W DATE: 9/30/00 SCALE: AS NOTED DESIGNED BY: CB FILE NO. 2168R SHEET 3 OF 7 x U O O O CV to 0 L.-1 CD to CIO C31 3 'O O Cr CL !D LD lti lT C_ OJ CD LL_i / x 00 Ln ii 10 CD EW-1,lAB L A See Detail A µ 9an 0 a• C-C Eocn .q. Eoch Ioc 3/4' Chamfer -hall be provided on all exposed edges.,zZ-1 - /4 Bars O 12• C-C xh way, Each face See Detail B A� -2•-I FRONT ELEVATION SECTION A -A a-1.25 i/root diameter NOTES: Shape to be bawled b-1' /foot diameter Concrete to be 40M P.S.I. minimum compressive stnerigth. r. mortar N pipe is to be skewed the opening will be adjusted to accommodate angles up to 45. Reinforcing steel in oaordance with ASTM A-615 (reinforcing bars). Pipe opening as required, 4' min. 8' max. Larger than 0. D. Pipe. Dknanstons shown are minimum. Actual measurements may vary with manufocture's tolerance. b A-30. In lea case shah top of endwall project above fill slope, ditch slope, or shoulder. - '� HeodwaN to be beveled in all areas except when a conflict with kwert or wingwolIs occur. Bevel edge edge is required on the heodwall at the trust end of the culvert (wMre tie flow enter _ •- the cuhwt). - 1- Do not a. FieodwoN of the outlet end of the culvert may be eitJ w square edge or beveled. Imeirrt DETAIL A DETAIL B EW - PC Ell - IAPC ENDWALL FOR CIRCULAR PIPE DIAMETER FOR CIRCULAR PIPE D 12' 15' 18' 21or 24 27'or30 33•or38' H 2'-0' 2'-3' 2'-6' 3'-2• 3'-10 4'-4- L 4'-0' 5'-0' W-O" 8'-0' 10'-0 12'-0' 0 0'-2• 0'-2' W-2 1/2' 0'-3' 0'-4• 0'-4 1/2• b 0'-1 1/4• 0'-1 1/4• 0'-1 1/2• 0'-2- 0--2 1/ 0'-3' 101.02 ENDWALL FPR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) S x D 23•04' 30%19' 34'x22• 38'x24• 42'x27' 45•x29' 49'x32• 53•x34' H V-10' 2'-4' 2'-7• 2'-9• 3'-l' 3'-3• 3'-6' 3'-8• L 5'-5• 7'-2" 8'-6' 9'-2' 10'-2• 10'-11' 12•-1' a '-2 1/2' 0'-3' 0'-4- 0'-4- 0'-4 1/2' 0'-4 I/2' 0'-5 1/2- a b o1 1/2 '- 0'-2' V-2 1 W-2 1/2' 0'-3' 0'-3• W-3 1/2' PRECAST ENDWALL FOR PIPE CULVERTS VIRGINIA DEPARTMENT of SPECIFICATION REFERENCE 105.04 302 MH-1 Step@ am to be provided 106.01 when H is 4'-0• or greater For details w St'd. ST-1. 4-2• NOTES 2'-7' M.,I,_ drpth (10 W b. 10'. For W atw 4.0%9terr.. --- lilt Wim, d IX 1w aae•r -% in .pearled A pbrw Ile .nw1 r 1. W .►aped 1.6 �.4•.ssd.Mh A9pr� Y� 000arowae r11n 9bnasd PIN 0'rt. TM cost d •1 A A " till I Ne'F►�kMh fu.rri.l.Yre k, b..O"r°rdrre rd�rl. . bbW °6. 0 " /p r.p►w L cob day L ii• nY-1a•-1s•.24• 1wiK aampMw -- MNMM It" tam may be P-M ale oast In pima n N cal In plea b. to b. Cis- AT. For pr oo.t 5- Sh.w 10&" x L- TM 1i dYrwrlon wroerr an it. ale hIle Ile aid r Do the an r setae wit 0a m.ev.d froe,e Yrw m l d p•- o SECTION A -A fed pp" o%D tthh.. rp .1 .u.e- pia, W an.wlon. 2'-7- -I 9if' arwd sr..rla.w w•4enw'« '9m..e° w c«woator 4'-2. r Yw .r..t Uw swat d th. 11" pie I. NO- lies PLAN Ile boas. -IIh. d 4r.. W W-t d it'." ..- (Orate Removed) / Smooth Dow, • app-. 12' CONCRETE QUANTITIES FOR MIN. DEPTH rr.s b. + .rh «-•+ awtw I. ae.at +n++dw C-C m b. WaoW fn d asas _ a' padrq d wain r tlw .tracWw. Ilw aa.l M ssk.0VA 12• canoe I.440 Cu. Yd.Coronet. rr.rt Mop, what b. eroArdtd r tlr ono. old Tor +wep hum with tY.1g2''�pk k hors- too coronet► ta Pr 15• aornc PIP.-Isn CL Yet. Connie. tlr b dba.. r�M,rwm/4 I.W. din * nwio 0 iW� � Oro' r Yu d dwa o YSN• nMG may W 24' coat• pip -1.s2a Ca. Yd. Concrete omte 5.. Stwndwe T-01-3.4 24' aawo. pip.-1.8/7 Qr_ reds Corra.t♦ m.wr hardwar cbtn endwrsd hnM' t♦ arlwde .1dosipn Add 0.400 W. W. per oddiii-W foot .0ds1 , atruotws. x SECTION STEEL SECTION CAST IRON -( 6• NOTES 2'-7• L21k'x2Ni'xI1• V-314• Lugo to be 10'-4' I" cost with cola One waded B 1B L O 1 ' anchorage, � TC Aril ing th to approval done may be the atuted f r the Engineer, ^ optional kp was w��Itaer for the cast icon oil oorsneeters 2ludie. 8 ncl IW. iv Brae Pole O O to oWar MneMldrq Including connectors lugs I GALY STEEL or CAST 11(- 2 1{ IROfI %"x 11('x4' lugs 1 • 4 )L'x4' Stud Sheor connector I SECTION C-C APPROXIMATE WEIGHT 2'A 1-- Chat iron SECTION 8-B DIMENSIONS FOR Grate 363 * 18 tbs. CAST RON ONLY DETAILS OF COLLAR AND GRATE N.W. S.e WdSL-1 I., apyEwbily d ►d+ty .rba Th. top of nay, 1. to be Isft 9oIwM' rev to P--k proper Wlwt- d d cover and Tram. 1. grodi by wed mortar a brick e. din- W Uw Ergbw.r. - - I All concrete to be clap A3 Trebb top as detailed an l i•n MN, 2 moy be betkulad fo section when approved by tF I� I'd. St-1 .0 S1 When specified on plane the be shaped In accordance wX Plan IS-1. 4 0' + to Diameter 4*--8*+(1 Wall Thickness) SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK Shoot 1 of 5 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE TABLE OF QUANTITIES * DEPTH BRICK MANHOLE M N H BRICK CONCRETE CONCRETE FEET cu. YOS. CU. YDS. 4 84 0,785 1.437 5 0 785 1.699 6 0.9 0.785 1.961 7 0.7115 8 1 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 12 2.2 0.970 3.817 IT- 2.5 0.970 4.17 14 2.8 0,970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.2115 0.45 o.5e2 MANHOLE FOR 12"-48"PIPE CULVERTS VIRGINIA DEPARTMENT of TRANSPORTATION • I � 2•R A . ► ♦ . ► ♦ ► •C.► • ►, w ►►' This aria may be concrete -3 at the option of the contractor This curb may be used Men dpign sped is less MPH or I on Rnr+al Nghways and 45 MPH or lies in developed urban k suburban areas. R thus design speeds are excwdd Standard CC-7 is required. ► Quantities shown ore for manhole without pipes. The amount displaced by must be deducted to ob- true quantities. A bap thickness of 9' was used in computing concrete quantities. tincrements to be added for each additional foot of depth. Materials may be brick, concrete or approved concrete manhole block. R blacks are Used the P**YKxn thicknps of some is to be 5'. Other tlddanmse are to conform to walk thickness shown for concrete. SPECIFICATION REFERENCE 302 The bottom of the cab and gutter may be constructed parallel to the tope of subbase courses provided o minimum depth of 7' is nalatored. For use with stabilized upon -graded drainage layer, the bottom of the curb and gutter Aboll be constrochid to the a" of subbase ursesco Dares and to the depth of the pammerd. Note: Combination curb h gotta having a radius of 300' or less (along foce of orb) shaE by paid far as road combination curb a gutGr. This Hem may be precast or cost in plots. Concrete be Class sA3 It cad in place, 4000PSI H D 51ANUAKU UKUI' iTH ( RE COMBINATION 6" CURB & GUTTER 12"-24" PIPE MAXIMUM DEPTH (H)=10' 233 toy VIRGINIA DEPARTMENT 104.01 TRANSPof ORTATION 302 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 E6-1 RIP RAP PROJECT : TT�EX ��r STATION ..___-_ ____.--- CULVERT DESIGN F01iM DESIGNER/DATE. /7Z�S tw _ 1' / CULU6Wr A SHEET. -_-.-OF._______ REVIEWER / DATE / HYDROLOGICAL DATA ,fil1 -� ROADWAY ELEVATION : Z�_ (f11 ELhd73� „ ❑ METHOD i- _ DRAINAGE AREA:ol•33❑ STREAM SLOPE:_IIWtI' 1 ---❑ --1 1 So:❑ 7�.. CHANNEL SHAPE --------7 ROUTING : ❑ OTIIER .p -�` �I� SIR! TW DESIGt__�LOWS/TAILWATEL (I . SO ELI 111) -BFD FALL =-.,.. R.I. (YEARS) FLOW(clt) TWIII) S-Sa- FALL/LaEE 7d9'!1111 S . o. 9� a 10 14J) _ o L.- 7 --- CULVERT DESCRIPTION: TOTAL W IIIEADWATER CAlCl1LAT1011S o� o �' INLET CONTHOL OUTLET C011TROt. MATERIAL - SHAPE SIZE - ENTRANCE FLOW PLR MINE I F n o COMMENTS ►IW /D IIWI FALL_ EL hi. T W do dcn 0 11 El ho 0 Q/N i Li 'o i 27 tl a I' ��s N-r� EUJ 14.3 14.3 1.4 2.45 O 32e� lr4O 1.25 13 t/,4-0.a 1.4 3�las TECHNICAL FOOTNOTES: 14) ELhi• IIWif ELIIINVERT OF (61•ho • IW or Idct0/2)(WHICHEVER 15 GREATER) INLET CONTROL SECTIONI) 11) It. 11 f ksw 129n2 L) /On ] V2 /2g (1) USE 0/N8 FOR BOX CULVEHIS (2) kiwi /0 • HW /D OR IIWI /D FHOM DESIGN CHANTS (5) T W BASEO ON DOWN STREANA (a) El ha• EL a 1 Hi ha CONTROL ON FLOW UEP11114N (3) FALL• HWI-IELhd- ELE11; FALL IS ZERO CHANNEL. FOR CIA VERTS ON GRADE SUBSCRIPT DEFINITIONS_ COMMENTS /DISCUSSION : CULVERT BARREL SELECTED / SIZE e. APPROXIMATE 1 CULVERT FACE ►4. DESIGN HEADWATER 511 APE - A1. HEADWATER IN INLET CONTROL h• HEADWATER IN OUTLET CONTROL . RpS N�.�, 1. INLET CONTROL SECTION MATERIAL e. OUTLET Ci)tVENf FACE A•DWALL .1. STREAMUkD At A A _.._ ENTRANCE: -. CULVERT DESIGN FOt<M --- PROJECT: TRC-X PL� 2• _______ _ $TATIONI __-____------------ ----- C•� / � o0 _ nn DESIGNER/GATE. Cud-VeR� /J - SKEET-- - OF ----- _ REVIEWER /DATE / NYDROVOGICAL EL -7 ROADWAY ELEVATION : 7?�a-f0 (111 -DATA_ '" ❑ DRAINAGE AREA: ' Il I - 0 STREAM SLOPE: i t T EL 1111 So •o ❑ CHANNEL SHAPE: CHANNEL -- I IWi _i_L L u W" ❑ ROUTING: ❑ 01HEH.- ----- _ -- _-_--' /�' L ORIGIFiAL _STflEAM BED T W L FALL--�6-__� I EL17�11'11� __ ----7 -DESIGN FLOWS/TAILWATEg' Sm S FALL/La �- /�Z•� R.I. (YEARS) FL0W(0t) TWIIII o�• ELa. IN1 FT o' TOTAL FLOW HEADWATER CAlCl1LATI011S: CULVERT DESCRIPTION: - FLOW PER = i ► n > o COMMENTS INLET CONTROL ouTLET,coNTHa-• MATERIAL- SHAPE -SIZE -ENTRANCE AIWtL iLW'u of FALL ELhi TW d dcn0 ha ke 11 Elho 0 (c 1 .) 10 N 1 HW/O 2 IIW I ! 4/ l5 c 2 f tl 6.9 4.8 I.o2, 1.53 0 26r53 1.2, aq l.2 /. 2 Ora. or70 ;C2•7 26•53 3 S TECHNICAL FOOTNOTES: (41 ELhi• NWir Eti(INVERT OF (6) ho • tW of id, 00/Z)(WHICHEVER 15 GREATER) :NLE T CONTROL SECTIIONI (71 it- 11 n ktt (29n2 L) / RL33 V z / 2g 111 USE 0/NB FOR BOX CULVERTS (21 "WE /D. NW /D OR IIWI/D FROM DESIGN CHANTS (51 TW BASED ON DOWNSTRIEAM (B) Ft hoe ELoI11tho CONTROL ON FLOW OEPJIIIEl 131 FALL- IIWI-(ELhd- Et -it); FALL IS ZERO CHANNEL. FOR CLA VE T (k1 GRADE SUBSCRIPT DEFINITIONS_ COMMENTS DISCUSSION - - - CULVERT BJA�RREL SELECTED /v N e. APPROXIMATE 1. CULVERT FACf S 1 Z E �O 1 114. DESIGN HEADWATER hl. HEADWATER IN INLET CONTROL - SIIAPE. j� �'✓5 'vI rw'0' he NI o t TERIN OUTLET CONTROL. 1. INLET CONTROL SECTION MATERIAL s. OUTLET .1. STREAMDED AT CULVENI FACE r- T♦nl WATFa - ENI hAN CE: L & D 229 STORM SEWER DESIGN COMPUTATIONS ROUTE PROJECT TREX PLANT 2 COUNTY FREDERICK DISTRICT DESCRIPTION SITE PLAN FOR NEW PLANT DATE 8/18/00 ... .- RUN- OFF INVERT ELEVATIONS Z UJ UJ WC\2 O Cc Ifs 00C\2 CO C 1 rn Zx ~mot Lid (2 W �) (D W � P. Ln ►� U Q) " A Z\ w •� N 71 tt 9 O W � w TH co), Lr AUS S. BADER No.025704 SIGNAL I. E II, r ' tie N Q z Q•4' W �D 14 r o co w /F-r-4 F.+••I 0 W II x x DATE: 7/24/00 1 SCALE: 1" = 50'H 1 "= 5' V DESIGNED BY: CB JOB NO. 2168R SHEET 4 OF 7 x m CD cu N 0 CV 0 z c 0 of 3 0 cn w Er co Lo (U cn L a) a) c cn w x a) L i m cn I" cu U) a) LL- t smoomm Mlir �IW 1 irlilliWlMii1 N ��{ MATCH LINE I �u V I - a ❑ �l \ , i MATCH LINE TREE LEGEND 5YMBOL G?UANTI TY NAME r OF P AT rr �wrrr� REMARK3 2" GAL AT M 8 RED MAPLE TIME OF B$B PLANTING 24 "-36" HT Co 77 JAPANE3E HOLLY ® TIME OF 4' O.G. PLANTING 68 WHITE PINE 4' HT. 3/l0 FT 34 WHI TE DOGWOOD 4' HT. 3/10 FT EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.05 O x X SILT FENCE 3.08 ®I ® CULVERT INLET PROTECTION 3.09 ® D� TEMPORARY DIVERSION DIKE 3.11 FD RIGHT OF WAY DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 ® OUTLET PROTECTION 3.20 ® — —' ---, — — CHECK DAMS LIMITS OF CLEARING & GRADING DRAINAGE DIVIDES CRITICAL SLOPE — CIRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START ESLGND2 Z o� W W z Z W O CD ,-, co cv a�od bb co Lo � W b� �� W 0 to p. oj Q� o w� iW z z Q w o o z w a Lua p ouj Ir Q� w E. Q O O 1N ��4 AUS S. BADER No.025704 04�s SIGNAL ■ m q ■ E- U ■ Mi A-; E-, 00 O 1111, w q> O� �a z �Z w� � O W� U IL z p ww �� z v Wq �� w o x x W I DATE: 7/24/00 1 SCALE: 1"= 50' DESIGNED BY: CB JOB NO. 2168R SHEET 5 OF 7 X CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. IKT Ills IR/d 2. nUTA11R A 4*1 4' TSILiI AIAN 111i LDIs or mum L IRANA 1IIIRIIR 11110 i4L TO •NIA AM Rl!!N R ■A 1♦ !�. 4. IiACU" AM CWWf i atlWIT row o18TAUATiON V Vw" t•OMI11I• A I.101A1111 iK TLIAM POOfT R. DRADIACMAY INSTAU ATION (1WIT ZLgVAT30N) Mod hn set V* TEMPORARY DIVERSION DIKE R1111111, >W teOtKm: VA. D•lfC FL'!• 3.00-1 MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) 115.0 DES M NIGH WATER (21i-VR SI R 0".) 1.0' COM 104.b e7 C.Y./ AC. t1Rr • 1noILASE . 7•� A N105.6 104.6 0 1°~e i09.0 101.4 SEDUM fxiat0lrr �90 � N [ 09.0 27' RCP DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (wcR PAIME11 21L-VIL Min) VA. 0•IMC TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA PLATE. 3.14-2 Total Lbs. I. 4 Minimum Car* Lawn Per Acro hL_ I- X_ - Commercial or Residential 200-250 lbs. 1.3 o.s Le - Kentucky 31 or Turf -Type Toll Fsecus 90-loop 2.0 1.0 2.0 - Improved Perennld Ryagrass • 0-10R 3,2.3 Le 2L.33 - Kentucky Bluegrass 0-10X 2.s LO N0 M 4.0 3A LO High -Maintenance Lown 4 s 3.s 4.0 LO d.o d.s Minimum of three (3) up to five (5) varieties of 00000 Atat bluegrass from approved list for use In Virginia. 125 lbs. (mill. mom - 4' General Slope (3:1 or lees) e 9011ML, VA. •••C PLATE. 3.13-1 - Kentucky 31 Famous 128 Ibs. TEMPORARY SEDIMENT TRAP - Seeasoed Tnal op Gross u vase Crop•• 20 ibis _ 150 Ibs ' Low-Mointenance Slope (Steeper than 3:1) - K tuck 31 F 108 Ibs Gnaw a�Iss mr. Oats PLM 7.1r1 zoo mAM ail„ 10 / PLM ales "COAW A"KMIE WOU IG VwT A #W OR /s OUTLET (PERSPECTIVE VIEW) f011Rri: VA. MIMC PLATL 3.13-2 - Red Top Grow 2 lbs. - Seasonal Noss Crop" 20 lbs. - Cownvetch ••• 20 lbs. 150 Ibs • Perennial Rysgross will germinate faster and of lower soil temperatures than fescue, thereby provkgng cover and erosion resistance for seedbed. •• Use seasonal nurse crop In accordance with seeding dotes as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxiail Millet August 15th through Sept.,Oct. Annual Rye November through February Winter Rye ••• If Flotpea Is used, increase to 30 Ibe./ocre. All legume seed must be property Inoculated. Weeping Lovegross may also be included In any Mope or low-molntonce mixtures during warmer seedklg periods; odd 10-20 Ibe/ocre In mixes. TABLE 3.31-8 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUiCV REFERENCE FOR ALL REGIONS' Planting Dotes Spades Rote (Ibs. /gcrs) Sept. i - Fw.% 15 50/50 Mix of Annual Rysgross (Ldlum multi-florum) A 50 - 100 Cereal (winter) Rye (Se I r I k' Feb. 16 - Ap Anual Rye" s0 - 100 (Ldllum multl-florum) May 1 - Auc, German Millet 50 (Setario Itallco) Seeding Seed shall be : opplied with a broadcast seeder, drill, cultipocker see,% :r hydroseeder. Small groins shill be planted no eon tnon one Inch deep. Grosses and legumes •hall be plonteo with no Is" than 1/4" soil cover. PIPE OUTLET CONDITIONS A a► WM xo n�to1� x"111, r__L•� a X - 1 d 111110WIR A -A swwt yam s: ■ r♦': a s,..�,.� �■a, t 311111e (10t.) F!i OUR= To 1t1lu ta.t� caswt■. PLAN VIEW La •s d 1meING sus IGr IN di as sts>• �� ■01! 1. 1lseR (ousts t4LT s now, em•ssea •te�Ar, YMR srst�r, • owes L is ■ I S ts>w1Ar 1!NIIF AN OIfAR� 1re■1s w.<!. 1L1m-s w a16-C lL 4 - li tr 11111111 ! seems ewe RON LNw f■111 • >� I: Va. DMC Mate 3.16-1 12" ORFICE STD PRECAST 27" RCP MANHOLE STRUCTURE (NO TOP) 710.61 - 100 YR WSL 709.55 - 10 YR WSL 709.60 707.60 - 2 YR WSL STD PRECAST MANHOLE STRUCTURE (NO TOP) 2" ORFICE 27' RCP NV. - 703.00 - TRASH RACK BY BY EASTERN SUPPLY STD CAST M S TURE ( TOP) 12' ORFICE I L 27' RCP Pond Outlet Detail 1992 3.14 TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET (with or without an emergency spillway) Project TRF.�C Basin 0 1 Location FRED• CO, Total area draining to basin: 11.0I acres. Bruin Volume Desi,in Wet Storage: 1. Minimum required volume = o7 cu. yds. x Tutal Drainage Area i acre, -. o7 cu. yds. x 19.01 :acres 1a-13.7 cu. vds. '_. Available basin volume = IS68 Cu. vdS. at elevation 7000 . (From storage - elevation curve) Fait Swf^ POOJP. 3. ExcaVJte - Cu. vds. to obtain required volume'. ' Elevation Corresponding to required volume - invert of the dewatertn; orifice. a. Av;ulabie volume beture :leanout regUirCU. 33 cu. yds. x 01 acres cu. ,.Js. 5. Elevation corresponding to Cleanuut ieyel = -104.60 ( From Storage - Elevation Curse) 4. Distance from invert tit the Jewatering oriticc w cicanoui level = iit. ( Min. = l.0 ft.) Dry Storage: 7. Minimum required volume - n7 cu. yd,. x Total Dral,tage .-Vea (acres;. n7 cu. vds. x 19.01 acre, _J�LIV7 cu. vds. III - 11'_ TREX COMPANY, L.L.G. MA55 6RADIN6 PLAN ERO!5ION ,AND SEDIMENT CONTROL NARRATIVE cc W Description: This project proposes too rough grade the portion of the Trox Industrial Park W - -- to prepare the site for the new 150,000 sf build" and finished goods storage area.. The "Z 1992 -"!"" total area to be disturbed by this project Is approximately 23.b acres. �. 8. Tuud available basin volume at crest of riser' 9470 cu. vds. at Date of construction: Construction w1111 begin following pleat approval and will take elevation '709.6 (From Storage - Elevation Curve) opproximaZtely_one (1) year to complete. Z UJCV Existing site conditions: The area t0 Ibe disturbed under this plan Is a colmblinotlon of 0 In Minimum 134 cu. vds./acre of total drainage area. vacant grass land and Trex's current finished goods storage area. N CO 9, Diameter of Jewatering orifice 4• n. Adjaeent areas. This project IS bOlrlided On the north by 5harwiee drive, on the south by < q . m 00 LU. Diameter of Flexible tubing = property owned by Flex-0-61as and H.P. Hood, on the west by and existing rail line, and Q 00 C_ in. (diameter of dewawring urif:ce 0n }�� Oast file Route bl right Of a I t) plus _ inches). ` o". I Soils Information: The exist" soil conditions were obtained from the U5DA 5olls Z x S.;iA 13 Preliminaa Design leva[i an. Survey. The soil types listed Include the 5B, bG, and 32B soils. Erosion potential for these lolls is moderate to severe. 11. Crust of Riser = 709.60 .0 A0.ID Critical areas, Hogue Greek runs through the eastern portion of this site. No cc Top of Dam = '713•0 development Is proposed In or near the creek and the stormwater management pond will Design High Water - -71/.o be built outside the flood plain associated with the crook. Upstream Toe of Dam = '703, o Erosion and sediment control measures: Gontrol of erosion and sedimentation for this site o shall be achieved by lnstolling the following. I. Silt Fence. � Basin Shape 2. Diversion dikes. 3. Temporary sediment traps. 12. )-enin' ' `y = S.� 4. Outlet protection. D0 Effective WiJtn We 5. Gulvert Inlet protection b. Temporary sediment basin. If Z. battles Lire not required It < _, battles are requ:reJ Permanent stabilizotkxt: Once constrwctlon IS complete, all disturbed areas not built upon or paved shall be covered with a mimimuxm of four (4) Inches of topsoil. Fertilizer, seedN Ranot and a blanket of stroN shall bo oppli4ed to the topsoil. 13. Q, = 0. 4 CIS ( From C;-tapter 5) 5torrrw4ater management, A stormwaiter management pond Is proposed for this project. x The pond Is t0 be constructed in the smtheQS� comer OF the Site. 0 84.0 Ct, From .: aaptzr Maintenance Program, The erosion axed sediment control measures Installed on the site 5 W Prncip;l$Uillyyy Design shall be maintained by perform" the( following. W I. The site superintendent shall Inspect all erosion and sediment control devices after each a 15. With emergency spillway, required Spillway capacity QP = Q, _ - C:S. rainfall and at least dolly during prolkonged rainfall. Damaged or deficient controls shall be (riser and barrel) - repaired or Improved Immediately. 2 The site superintendent shall Inspesct dolly the areas construction activlty to Insure Without emergency spillway, required spillway capacity Q = Q25 = a!•Oats. erosion control effectiveness. AddlLional measures shall be Installed Immediately whore (riser and barrel) P deficiencies are found. W 3. Permanent erosion control meosurees incliude tho Installation of rip rap at storm sowor a outfolls and the establishment of gratss on exposed surfaces disturbed in the construction ill - 113 process. W Ey Erosion and sediment control program : A I. Hold pre constructk>rt meeting on elite. 1992 2. Clear and grub the areas necessary for Installation of the diversion dike, slit fence and sediment traps. 3. to 3. Rough gg��''ode the pond and Install the sediment basin. l 16. With emergency spillway: 4. C.omplete rou h grading. Temporary soil stabilization shall be applied to all disturbed r areas within 14 I' the area Is tea remain dormant for more than 21 days. �. Assumed available head (h) _ ft. (easing Q,) 5. After approval by the inspectrthe temporary control devices and stabilize the - or,emove 0427 h = Careas disturbed during reoval. rest of Emergency Spillway Elevation - Crest of Riser Elevauun mU S. BADER Note, Frederick Gourty aid VDOT retains the right to add and/or modify these erosion N .0 Without emergency spillway: and sediment control measures dr'ing the construction process, within reason, to ensure ! Asti adequate protection to the public ar)d the environment. TONAL y" A --burned available head (h) _ �• Q- ft. (L.s:n g Qom) h = Design Pigh Water Elevation Crest of Riser Elevation 1992 17. Riser diameter (Dr) _ �_ in. Actual head (h) = 1.4^ ft. jNrs ON PIPE Anti -Seep n Collar Design -UCA SE; IrC. CNt/Tat•E IYT eta.t. Sb (From Platt 3.14-8.) 23. Depth of water at principal Spillway crest (Y) _ _ it. Mott: Avoid orifice t7ow conditiuni. Slope of upstream[ lace of embankment (Z) _ 1. 18. Barrel length (I) _ 10_ ft Slope tit principal Spillway barrel i Sb) Head (H) on barrel through embankment _ �_ ft. L.cnyth of barrel tin aturLiteJ cunt (L,) _ [t. (From Plate 3.14-7). 24. dumber of CUllarss required = dimensions = i 1y• Barrel diameter = ,'17 t from Plate : 14- 1[-') m s 1F.om Platt 3.1.1-13 ;concrete pipe] or Plate 3.14-.A icurrugateu ptpej). O � Final Dt1,�yn Elevation, Z a �.� 2U. Trash rack �Y El�3TERl ! SU�rN Y CO0-4 Diameter = E"I _'�. Top �t Dam - U 7.Z tnuhes. O � jY,k Design Hign Waiter = 711.0 5 Height = �- inches. L) W E (From Table 3.1t-Di. Emergency S�illyway Cats¢ _ - AZ Q� Principal 5pi!iwaw Crust = 70 .!i Z E-, mer_v_�nw SDillw w Dtik • w Dewatcnr�g t)ntiice (ecru = %b5 6 BEFIN Pf�FoltR�r'S tti Tt.t•BIt..C_ � \Rr irLtu. 705• 60 '�'�' G�7 0 21. Required Spillwuv capacity Qt = Q2 Q =P CIS. Cleanuut E:evatiiun = 704.6 (s] '-2 Elevation of L pvtrc.urt Toe of Darn O U Bottom width (b) it- the Slope of the exit channel (s) ' _ - U ft 1; Lind the minimum length of the exit channel ix) = or a, ( hated Bantle of 'Wet coed) c ?03 0 Z ft. Area, lit ::xC.lvatuun -4a, perturmeJ) _ 0-4 (From Table 3.13-C). � U� W OZ �A I11 - I1N a X (� w W M DATE: 7/14/00 1CAIX NO SCALi DESIGNED BY- CB FILE NO. 2166 sHEET 6 OF 7 0 0 0 Cv rn O 66 0 LL- Z L 01 3 O LLJ c0 co CU Cn c C- CD c Cn c w i x CD 01) F- I �n fn jo CD _. BLOCK AND G7RAVEL DROP INLET PIPE INLET PROTECTION ¢I SET TREE LEVEL AND PLUMB --STRAIGHTEN AFTER SETTLEMENT IF REQUIRED. SET TREE SAD I MENT I LTEiz ENDWALL City of Winchester Z WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE tandard Utility Detail rtment of Pubic Utilities Typical Resilient east Volvo Installation: iron. City of Winchester ENCASE WIRE AROUND TRUNCK IN BLACK a) Valve Box and Boot all be cast W Valve Box Cover shall be marked 'Water'. Standard Utility Detail Department of Public UIt(lities Uj RUBBER HOSE. SECURE AT HEIGHT ABOVE FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE HIRE 56REEN GONGRETE BLOCK TOE OF FILL CULVERT c) valve top .hall be flush with finished grade. d) 1a' X 1a' pad shall be place around valve boxes located LU REMOVE TOP 1/3 OF BURLAP AND CUT ROPE — ,.. `J O scat:ids of pavement area ) slue boxes shall be straw typefor adjustment - r-r. rl. ,/i sir_ nworr n,.a' r, r .war AND/OR REMOVE WIRE BASKET FROM BALL AND/OR ,,... UY WIRE #12 GAUGE •, _ : eat • CAM MlK .a. sows as ♦ r:::::: O t7C MILK .- I — I � � I EEI h I '"D "or -w r aaat ozCQ 2" DOUBLE SHREDDED HARDWOOD I - L 3" SOIL SAUCER ��-- wvD■ir� ;I / =..a,r 1= CV C3 d' _ STAKES''� �—� Q e e• f (o) I II V tti I CO BACKFILL IGHTLY COMPACTED SETTLING MOUND �'- �-� �_ . • p r'. .. :Q.s..:::' I r s (0 cc -I_I,� I�II�II�IIiII�III TOE OF FILL a OQpO SUBGRADE �—� SILT FENCE * o I •' • d `.,l.° warn "l � to TYPICAL PLANTING DETAIL-- EVERGREEN TREES e D 1 �! !, rr. '. .�.: `'' _raw .r "''� � W -0 (NOT TO SCALE) —�� - r ( L In O O GRA\/ELFILTER WIRE 5GREEN FILTERED WATER ,r I ll RUBBER HOSE GUY WIRE 012 GAUGE OVERFLOW FLOW • - k\ •: , p o :.._..: ; J' I r s� r •- RUNOFF L ESD-321 DISTANCE IS 6' MIN. IF FLOW IS TOWARD EMBANKMENT I I TURNBUCKLE .. WATER """' WITH -° y ' o o ?>� 'o o . o n. 6 O O TREE WRAP WITH 50% OVERLAP SEDIMENT -- - __••,,:., ... .c o o •° o p s • - O 0• — 't1 •� i FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER. PLACE TOP 1/8-OF • ., ,: DROP INLET WITH GATE is °. C) • . u°SrK � C s O ° \ rs G''i ROOTBALL ABOVE FINISH GRADE I o. a a 3 STAKES 1) All fire hydrants shall be traffic models � •• SEDIMEN + maw O — — — _ BACKFILL — _ 2) Restrains can either be all thread rods (stainless p(Qf MlK rrK O r ROOTBALL-REMOVE TOP 1 /3 OF BURLAP AND CUT ROPE Al 5PEGI FIG APPLICATION steel) or Meg -a -lug flanges. _ - --: Leo I I� I I �I I I=_ REMOVE WIRE BASKET FROM BALL _ LIGHTLY COMPACTED SETTLING MOUND 1=1 11= THIS METHOD OF INLET PROTECTION IS APPLIGABLE WHERE 3) Lead valve shall be restrained to the main line: -' - - - - p o ,� C ` S � , a O o z W Q �- LU k3 - - HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW 4) 41/2' steamer nozzle facing roadway. _ .. _..-._• __ ° a . � � o_ . a a ^ , a • ^- e o ° . L. , R ' { . O � � � W � �4- VARIES 4' CAPACITY IS NEGE55ARY TO PREVENT EXGE551VE AROUND THE STRUCTURE. PONDIN6 __. n::, > -1 2' City of Winchester Standard UUltty Detail Revised: Revised: W Q i W W � Q! L O O Uj TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER GRAVEL SHALL BE VOOT #3 #35-1 OR #5 G0AR5E AGGREGATE. Department of Public Utllttles Standard Detail ' Detail No. Typical Valve & Box Installation Date: ;tanoard Detail Detail No. Fire Line Service Installation Date: {L O = � d W CL 1�1 (NOT TO SCALE) I Approval: pp ADDrovaL 0 SOURCE: VA. D5WG PLATE. 3.07-3 - -- Q Q WAY FIRE HYDRANT r I _ 0 U- LU Q y ONS I TE TYP I GAL PAVEMENT SEGT I ON �- PAVEMENT I NOT TO 5CALE CURB CUT r2' GROUND -AO ND a OVERvAI YI: Sax O O O HEAVY PAVEMENT SECTION ec'-- •R-72:.. a AA L utr'�j1 FIRE HYDRANT - 1.5" SM 12.5A 5URFAGE COURSE 24"50� 4"THICK II .�� CONCRETE REQUIRED 3 BM-25.0 BA5E COURSE 8' SUBBASE VDOT STD. GR-21A "� VDOT SPEC. 414.03, CL. I, .5 CU Ya 051 STONE IN UNPAVED AVER dREAS alp µ T 0 ji Ill. ill Ill ill '- �-ITI= UM III -I I I� I I- I=1 I I=T=1 I -I MUM t I I=Ti i=1 11=i COMPACTED SUBGRADE (COMPACTED TO 95% DEN5ITY v�oT�vl� M,�o � CONTENT TYPE A - �r -?�: � � � �I AI• J• I :••� � - 'y L . BARER 1I TYPE I SCUPPERI SCUPPER DETAIL NOT TO SCALE a 6' GATE VALVE � �� 25704 CONC. THRUST BLOCK HYDRANT- �ssl �g PAVEMENT DESIGN BASED ON A 5UBGR4DE GBR DESIGN VALUE OF 6. 501L TEST (2CU. FT. MIN. ) EIREE o OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REOUIRED PAVEMENT SECTION THIGKNE55 PRIOR TO CONSTRUCTION. PVMf5EGT tandard Detail Revised: Detail No. Fire Hydrant Installation Date: Approval: WATERMAIN LOWERING City of Winchester , 735 SCALE: 1"=50' H WATERMAIN 'A' 1 1 I '=5 V WATERMAIN 'B' `SCALE= I"=50' H 745 SCALE: I"=10' H - 1"=5' V 740 City of Winchester Standard Utility Detail Standard Utility Detail Department of Utilities I..=51 v I I 1, b --• - -, Depart me o u c •• '� ' ._ . €... -._ . ...r .... _ .,...... _._ _..._ _...._ fl 1 . } I.... _.__... _... I _ _....... '! `.. EX. GRADE PROP. GRADE . : _ , ..._, _ ,., ... _ . .. 1) Precast Vault and Base acceptable minimum 6• wall thickness. 2) All fittings s mechanical jjoint. 3) Meter shall be furnished by developer and approved by Department of I •t �130... _. . _ t ._ I i . __...... _ _.._r _. __.. .. __..... _ __ ..., I. ,-. �. _...._ 740 _ 735 1) ........ _ . J Public Utilities. minimum PSL 2�102' l EX.- -^ L.. 35i ITy. COVER 5) Walls screte hall be B�Iconcrete bl concrete block if traffic bearing. (—� PROP. I _, _. � _ _ .. _ .. .. _ 1 - = A I ..... ... - _ ..•r ------t .aw west :I _ �y .. _..... .. , _... .. 1 _.... .... ...... 725 _._.. ....... ....__,.., t _ . 4 3,5 MIN. COVER - .._.__. 1 , 735 L . 6 DIP -7 CLE 730 ._... EX. G ..... __ � _ _ _. ..- l I 1 ' .,11II1 IN • r. • .. • \ -� I-1 0 _..IL " �L 52 DIP W/M -T 720 I., _ _._ ..._,_ ......_.. i.J ........ _ 8" CL 52 DIP W%I`1 _,.._.. . _. _. _.. _,_ _ .... 730 .._ 725 • \ - K''l -- � I l r I I '�fi -� I • ��= \• ' , . !i I.ISHED aR.oE se�^--ter Z � w 1 Q �.I= ....... - - .. i ....... .I ...._ _. .. _.J,. _.. ......_i ) .... _ ... _. _... ._...... ' .. .._.. IJ_04 -�.. .._ ..��t..l .�. �' I DIP -.. ...... ,...,....._.. - 720 III v all rl I W/M----------------- ,e• Je Ja- sw a�n.� _ �' - ,,, �•�Vwb Gf ..>� ..., vDM I /' YIN.T .� RO W Q 715 z _ _ . _. __. ._ _. ?. p - _- ._l ._. _ _ .__ ... _ .. ---� . .._u _....,_. _ -- .- -�, .-�. ., !..- v ._.. _.... 725 -I _ ��III II1 _. - - _ CLEAR .ra JIa1/,.S Jr IIO.+.tO+S 8 -` - E CAR Rt• ;�NCRETE DR zR.oa <C QI F !�LIM �.i rU..__ th-.X .-.. .. __......, PROP. 6" ..__, ..... .... .. .... 4aT _ L , I u ,� 1 � _.,. .. I tX i .� .. _.. _X .- . __._.._ ... i X }- N IT4:0, '0 . t) zr u DIP W/NI I I--r-^-' ` _ i I I �I •� _ i -- SECTION ____.........._ _......#� ...... ._ .__. I.._........._- - .......... ..._........._, X XO.1.. ......._ ...__ ....... aJ "�� ° - u _... Xr N �n �... I. ... -_.. ..._.�L tl 1 PLAN �E� M MD ,__.. .._.- .... t t 710 pj ._ .... _.. _.... _.... . _.. _... .._ — - IL I + _ . ._ .......... _:._ .. _, t _ ll * ll 1 "CV ..._. ._. O .Nz.O .. 720 �. _ -. 1 ?15 .. .. .. �_ �. I. y s I I r = ;-� v..• I I '11 �1-1 P:PE II W-SEND I -SEND 15 BE 7t0 o e D I -0 s12E �' s ' _ I o' I-0 1-1 c s a• I 4 a s 0 I e I2'-i �l-t 6 I-6 ._ ._. ^ _ _ — `J I I z 6 1'1' a e 1 LZ 13'.3 OO + + O ,J( Ifs)/ lluJ ))) + + O + + .. - — (��yyy .. .. _ .. ... . ......... . -_•.. - -.- - �� I� 91 V/ % I I. I V !-l-a' 1O II-1 I• a ! _ (� 10 ID I I a ,...0 11nn V .. .., .. .. ^—' tea_-+'1 I.a �. I :. i.' •�}� ♦ f-9 2'-Q I' 9 1_ 2-0 -O 1 1- - I i9'1 -6 1 I'-Q'1 r0' 13•-3 7-6 Id I-6 6-0 2'�' ''4 . f -... _. .... ..- ._J� __ ,.�P� w 1•.f�+ a. I'_ f -1J 1'- f-d '1'- Sd11'-(i I9194�� W lU ON X 8' thick. Z .. z s z __�'`-I 1) Vault wall footings shall be 2 wide Q 2) Subbase under footings shall be a minimum of DATE: 7 24 00 6' of VDOT #57 Stone. Stone should be brought vautL O t up to top of looter on the interior of the -705 O Standard Detail Typical Compound Meter Service Revised: Thrust Block Details Revised: SCALE: AS SHOWN O Detail No. Installation and Vault Detail Date: Standard Detail Date: O O O 2" thru 6' Approval: Detail No. _ A rovW: DESIGNED BY: CB JOB NO. 2168R SHEET 7 OF 7 p ui ! ✓'7 \ \ W cl, PARKING GALGULATION5 0 U-) + SCO C REQUIRED MANUFACTURING - 3 PER 4 EMPLOYEES LOADING SPACES (EX1!5TING BUILDINGS) Q q •� cv co I! OFF I CE - I PER 250 5F ,s • o CO � PLANT I \ t+ -•'' l i 1 I I ?211 5F REQUIRED = 15P/40,000 5F o TOTAL OFFICE = > �t cQ 721 I /250 _ - 2�i SPACES PROVIDED = 5 2!-'bLONG �RONT OF BUILDING) � � x � 0 � 00 TOTAL EMPLOYEES = 70 PER SHIFT PLANT 2 W ,0 0 ti ,,,,,,.,, L.-•- L--" _ _- -,, 2 SHIFTS �O EMPLOYEES = 140 EMPLOYEES \ ,� 140 EMPLOYEES * 0.15 5PAGE5 = 105 SPACES REQUIRED REQUIPED = I SP/40,000 SF \ / 1 + = 14ci,t622/40,000 = 314 OR 4 \\\ U) .., TOTAL REQUIRED SPACES = 134 PROVIDED = 20 (ALONG FRONT OF BUILDING) I f ' EXISTING SPACES = 53 WASH LINE PROPOSED SPACES = 10cI REQUIRED = 15P/40,000 5F o LU TOTAL SPACES = 162 W 186„148 5F AREA (?5% 15 WAREHOUSE) aD 0 = 46,527/40,000 = 1.16 OR 2 V PROVIDED = 3 TOTAL REQUIFZED 5PAGE5 = q l t EXISTING SPACES = 8 LU PROPOSED SPACES = 20 Z TOTAL SPACES = 28 Z o= TREX PLANT I TREX PLANT 2 IN IN, I \ TH 0p� P. J IC' RANDY L. KEPLER 9 N,`d No.032809 1 f I"Et-) PIKE LAW ML �\ ' P ❑ I r � LAW ,o tE,�,-".a \ I { n SUILOI � t ! \ 1 1 J FINISHED GOOD5 STORAGE ! ' sA' I \ \ ` { tt FxI�TIr,6 MILDIN6Ali ■ Q I I t t !( ,zz 2 o g t{ 1 .06 Z c\2 >= E t{ ! FINISHED 600VS STORAGE FIRE IAA I •' t Z '�'' �••� I _ a W { _ 1 L I V I NG5TON P AGE — I , C C ^ -. GL G `` � G G erG G -- C G C — G G- �— C C C—L G G G. G G6~/ ` \ _- '" p— -- — — --f— X Ile INVENTORY GON�OL. -�/ \ BUILDING ! I FINISHED GOODS STORA I ,l \ f\ ` I i r 6 f I I` CEIVED { \ FINISHED\ GO005 STORAGE / FINISHED GOODS °�TORAGE / � N 1 / � UG 14 2001 t prn p,��,I ��n� I ( ! PIKE SANE ' \ / / / c - \ DATE: 7/30/01 SCALE: 1" = 50' — t TREX WASH LINES t ! I { ' { / / \ ,, DESIGNED BY: RLK FILE N0. 2188 SHEET 1 OF 1 CENERAL NOTES VDOT CENERAL NOTES LEGEND VICINITY MAP C5 Z SCALE 1"= 2000' EXISTING INTERMEDIATE CONTOUR 33 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 \ iii County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 -- - --- UJ and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 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 EXISTING EDGE OF PAVEMENT ----------------- EX E� _ _ -- U Z must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P * PROPERTY IN THE CITY relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT OF AIN6HE5TER Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX C&G u� 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. PROP C&G �� t (VDOT), City of Winchester, and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER SNYDER LN -- (L '� W O cn in 4. Approval of this plan does not issuance of an entrance by VDOT when such is V3. When working on VDOT or City of Winchester right-of-way, all traffic control, whether CG-6 CG-6R � 00 r+ guarantee permit permit required under State law. permanent or temporary, shall be in accordance with the current edition of VDOT's work TRANSITION FROM CG-6 TO CG-6R � � V�� I area protection manual. Furthermore, all traffic control flaggers must be certified .p C\2 00 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, EXISTING TELEPHONE LINE (�' �� ca C\J CO with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation Section 104.04-C. PROPOSED TELEPHONE LINE T (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 g g g Y Y n IX. 15 RCP U ,� Z � > � � responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary b VDOT and the City of Winchester. ] g Y Y Y EXISTING STORM SEWER -�--� ------- " --- * �� W Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15 RCP API TOL LANE SIT •d o r of V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER W d 6 An approved set of plans and all applicable permits must be available at the construction site. Also, a and City land use permits for any work on VDOT or City of Winchester right-of-way. p 'n representative of the developer must be available at all times. EXISTING SANITARY SEWER U °� k V6. SHEET INDEX Q)Control 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 or the City, a preconstruction conference PROPOSED SANITARY SEWER Devices (MUTCD). must be arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE F COVER SHEET SHEET 1 contractor, various County agencies, utility companies, City and VDOT prior to 8. All unsuitable material shall be removed from the construction limits of the roadway before placing initiation of work. PROPOSED ELECTRIC SERVICE P P SITE PLAN SHEET 2 embankment. V7. Contractor shall notify the local VDOT Residency Office and City when work is to begin or SANITARY SEWER PLAN SHEET 3 a) o 9. cease for any undetermined length of time. VDOT and the City will also require 48 hours EXISTING GAS LINE -- ----------------___ ___.-_._._.._-_.________.___.__._ PROFILES AND DETAILS SHEET 4 Q) All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR vaivas less than 6 will require revised section by Greenway Engineering by the notice for any inspection. EROSION/SEDIMENT CONTROL AND LANDSCAPE PLAN SHEET 5 b pavement prepared and approved owner. PROPOSED GAS LINE EROSION/SEDIMENT NARRATIVES & DETAILS SHEET 6 w � 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 WATERMAIN PROFILES AND DETAILS SHEET 7 on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE - -• 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PROJECT INFORMATION be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE -~ --~--~---------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 provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during b ? and at the end of construction. EXISTING TELEPHONE POLE w 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to STREET ADDRESS: 3229 SHAWNEE DR. Q 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 or City right-of-way are to have EXISTING WATERLINE W/ TEE x T �- WINCHESTER, VA. 22602 � 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 • / �-i T i • MAGISTERIAL DISTRICT BACK CREEK w Z condition at all times. z Q w 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 PARCEL IDENTIFICATION N0. 63-A-110,371-1-1 0 Z Y_ sewer lines. Information should also be obtained from the appropriate authority concerning perraits, cut immediately brought to the attention of the engineer, VDOT and the City. Work shall cease LOT AREA : 65.79 AC w QQ � O sheets, and connections to existing lines. in that vicinity until an adequate design can be determined by the engineer and approved by VDOT the City. EXISTING WATER VALVE w------• DISTURBED AREA 8.3 AC < v 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current PP V12. or All undercut areas and borrow material shall be inspected and approved by VDOt and City PROPOSED WATER METER m CURRENT ZONING M2 K II1 w w CZ JU Z � standards and specifications of The City of Winchester and Frederick County. Inspector prior to placement of fill. EXISTING REDUCER CURRENT USE MANUFACTURING �I1 = � O 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER > • PROPOSED USE MANUFACTURING K w Z O v � 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 -� �Il Z lu prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95� of theoretical maximum density as determined by, STOP SIGN SETBACKS - REQUIRED: FRONT: PROPOSED FRONT: L > j utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width P P HANDICAP RAMP CG-12 ( ) 25' 80' SIDE: 25' PLANT 2 SIDE: 80' Z w L w of any dedicated street right-of-way. At the direction of VDOTor City Inspector density test DENOTES LOCATION OF STD VDOT REAR: 25' REAR: 741' X Ca iY 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 W Q 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 kind the RAMP CONSTRUCTION PARKING INDICATOR A BUILDING HEIGHT: MAXIMUM 60' (36' PROPOSED- BUILDING)O (71' PROPOSED -SILOS ) O O O 18. city before final VDOT and City approval. O O O O When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARIUNG SPACES SIGNS: NONE PROPOSED d W O r must be provided to Frederick County and The City of Winchester prior to issuance of grading and/or site development permits. P p V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans TEST PIT LOCATION OUTDOOR LIGHTING: NONE PROPOSED A Q Q m O r - and further where determined necessary by VDOT or City Inspector. OUTDOOR STORAGE: NONE PROPOSED 19. The developer will be responsible for the relocation of any utilities whicsh is required as a result of his 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 H C O T F.A.R. CAL.�gj,ATIONS LANDSCAPE CALCULATIONS shall meet VDOT and City minimum design standards and is the developer's responsibility. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected LOT AREA = 65.79 ?0, = 2,865,812 S.F. LANDSCAPE AREA REQUIRED = 15% OR 9.67 AC in accordance with state law. In the event gravesites are discovered diuring construction, the owner and V16. If required by the local VDOT Residency Office or the City, copies of all invoices for VEHICLES PER DAY COUNT 100 EX. BUILDINGS = 327,942 S.F. PROPOSED : 8.64 AC (PIN 371-1-1) engineer must be notified immediately. materials within any dedicated street right-of-way must be provided to the VDOTand City PROPOSED BUILDING ENTRANCE PROP ADDITIONS 149,622 S.F. 10.7 AC (AROUND SWM POND Inspector prior to acceptance of work. Unit and total prices may be obscured. TOTAL = 477,564 S.F. SMALL BUILDING) 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering 477,564/2,865,812 = 0.167 (F.A.R.) TOTAL PROPOSED = 19.3 AC OR 29% at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. VI 7. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT 22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard p y y p t dard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an PARKING CALCULATIONS proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + LOADING SPACES (PROPOSED BUILDING) professional engineer and results submitted to Frederick County prior to pavement construction. If a REQUIRED MANUFACTURING - 3 PER 4 EMPLOYEES REQUIRED = 1 SP/40,000 SF geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT OFFICE - 1 PER 250 SF = 149,622/40,000 = 3.74 OR 4 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 EX OFFICE = 7000 SF PROVIDED = -2 0 (ALONG FRONT OF BUILDING) PROP OFFICE = 211 SF ■ or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 6 TOTAL OFFICE = 7211 SF = 7211/250 = 29 SPACES TOTAL REQUIRED SPACES = 134 ■ �' in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. EXISITING SPACES = 76 TOTAL EMPLOYEES = 70 PER SHIFT UTILITY CONTACTS FIRE MA R S HA L L' S NOTE EASEMENT LINE 140 2 SHIFTS ** 70 EMPLOYEES = 140 EMPLOYEES PROPOSED SPACES = 59 EMPLOYEES 0.75 SPATES = 105 SPACES REQUIRED TOTAL SPACES = 135 E- i%) CENTERLINE EXISTING SPOT ELEVATION 12.0 Z >E Q > Water/Sewer: Frederick County Sanitation Authority & Department of Public Utilities Fire lane markings and signage: + HANDICAP PARKING p , � P.O. Box 1877 City of Winchester Winchester, VA. 22604 P.O. Box 75 '� Any ' No Parking signs and yellow painted curb locations will be installed by field inspection the direction the Fire Marshall's Office. PROPOSED SPOT ELEVATION s 715_ 101-150 SPACES = 5 HANDICAP SPACES REQ. Z � ,_.._, F-+ at of EXISTING TREE DRIP LINE (540) 868-1061 Winchester, VA. 22604 667-1815 EXIST. 4 HANDICAP SPACES (540) Phone: Bell -Atlantic �^ EXISTING TREE �� 15" OAK � 15" PINE (2 VAN ACCESSIBLE) P.O. Box 17398 Gas: Shenandoah Gas Co. PROP. DI SPACES = 1 TOTAL HANDICAP SPACES = 5 Baltimore, MD 21297 P.O. Box 2400 (301) 954-6282 Winchester, VA 22604 PROPOSED TREE OAK 0-TOTAL REGULAR SPACES = 130 � � � Power: Allegheny Power (540) 869-1111 APSPACES ACES = 5 = 5 TOTALTOTAL �11 O W MISS 'UTILITY 1-800-257-7777 1 W Q P.O. Box 1458 Hagerstown, MD 21741 a 1-800-654-3317 ANAL SITE PLAN NOTE: THE ONLY ENVIRONMENTAL FEATURE FOUND ON THIS LOT IS THE 3.69 ACRES OF FLOOD PLAIN ASSOCIATED WITH HOGUE CREEK. THIS PORTION OF THE LOT IS NOT E- � APPROVED PART OF THIS PLAN AND NO DISTURBANCE OF THE FLOOD PLAIN IS PROPOSED. ul U ~ TRIP GENERATION N DATA CO VER SHEET OF yr�� CLASS USE PER 1,000 S.F. GROSS S.F. TRIP RATE VPD 140 Manufacturer 149,641 S.F. 3.82 572 O f r� Project Name: Project Number: U �;�� S. BADER No 025704 TREX L.L. COMPANY,C. 7 Magisterial District: g Date of Plan: Month, Day, Year ( Y ) ti S C� SIGNAL BACK CREEK 07/24/00 Owner: Address, Including Zip Code &Telephone No. PROFESSIONAL SEAL & SIGNATURE 3229 SHAWNEE DR. TREX COMPANY, L.L.C. WINCHESTER, VA 22601 DATE: 07/24/00 APPROVAL THESE PLANS ARE IN CONFORMANCE WITH 678-8100 FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code &Telephone No. ORDINANCES. ANY DEVIATION OR CHANGE DESIGNED BY: C.B. FRE CO ONING ADMINISTRATOR DATE IN THESE PLANS SHALL BE APPROVED BY SAME AS ABOVE THE ZONING ADMINISTRATOR PRIOR TO CHECKED BY: N/A * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL. 151 Windy Hill Lane JOB NO. 2168R Greenway Engineering Winchester, VA 22602 (.540) 662-4185 SHEET I OF 7 c-' ROAD ZIT SEWER TER ESM'T _ 406 PG 518 TM i5—((A))— I 10 TREX GO., L.L.G. j f r 00 0 0 0 CU 66 CD z c 0 X Ql Lo a. 0 Cl Lo Q, CD c w i x CD m lD CU co CD 0 D MATCH LINE l i N/F / YOUTH DEVELOPMEN' !! / GENTER , ZONE: MI E /USE : GOMMUN I TY 1y GENTER 65—A— I I OB uj ; X �v !J+L% aC. / N/F D005ON BROS. ' /EXTERMINATING CO. ! ZONE: 52 )! U5E : 5U51 NE55 ! ;65—A-112 F4 VALVE RK 100' qAT. "B" B JFFER MATCH LINE NOTE: ALL NEIH UTILITIES SHALL BE INSTALLED UNDERGROUND NOTE: AS BUILT DRAWINGS ARE REQUIRED BEFORE WATER OR SEWER SER\/IC-ES ARE APPROI/ED FOR USE AND ACTIVATED. NOTE: NO OUTDOOR TRASH RECEPTACLES ARE PROPOSED WITH THIS APPLICATION. A COMPACTOR IS TO ATTACHED TO THE BUILDING. LINE BEARING DISTANCE L 1 S 58'25' 16 " E 28.73' L2 N 33' 12'56" E 29.50' L3 S 56*47'04" E 225.00' L4 S 33' 12'S6" W 19.50' L5 S 54'5231 " E 75.04' L6 S 49'3356" E 75.06' L7 S 53'55'20" E 50.06' L8 S 46'2635" E 69.63' L9 S 56'47'04" E 38.50' L 10 S 71'2655" E 145.4 1' LINE BEARING DISTANCE L 1 1 N 36'41 '56" E 4.56' L 12 S 47'09'0O" E 36.61 ' L 13 S 47'09'00" E 98.37' L 14 S 51'2625" E 120.05' L 15 S 64' 1 1 '30" W 53.82' L 16 N 60'25'40" W 61.99' L 17 S 70'3432" E 50.00' L 18 S 19'2528" W 50.00' L 19 N 70'34'32" W 50.00' L20 N 19'2528" E 50.00' CURVE RADIUS ARC_ DELTA C1 1601'.52 1 171.33' 06'07'46" , C2 40.01�I' 58.66' 84'01 '06" C3 30.OU' , 48.01 ' 91'41 '32" C4 C5 30.00 23106.32 46.23' 420.34' —�— 88' 1737" 01 '02'32 " Z W W Z Z W O co Lo 00 a�co :4 �ko I 0 z�> x �C\2 W Z °O �� Q a tko w ul i �- z L z L i w Q cY O z L K L i t o z O z � �_ O v W J a :t O Iv 11 L to = to (= E- Z O Z O W ��ts) ks)CL 1) Q) < ': aT TH OF Gr U LAUS S. BADER No. 25 04 1 % `�IONAL ■ v C2 J�y ■ � Pq Z �_ .1 >0 Q> C_� z a'Z z Q W �:) O z O W W a wQ �w w E1 � U� W � I DATE: 7/24/00 1 SCALE: 1"=50' DESIGNED BY: CB FILE NO. 2168R SHEET 2 OF 7 IR x City of Winchester Standard Utility Detail Department of Public Utilities C.I. FRAME a COVER FINISHED GRADE 1 -0 " I' MAX . 1/2 CEMENT PIASTER TOICGRADETO FCE Pt ASTER INSIDE EXPOSED SURFdGEs. ... •� fi MANHOLE STEPS ,.. H I Uj5" s a'-O"DIA. 3 Q CENTER OF MANHOLE �Q TO BE PLACED AT STATION o I SHOWN CN PLANS. Z CEMENT MOTAR - KOR -N -SEAL RUBBER - BOOT (OR SEAL) L BOTTOM OF BASE Detail No. m U CD CD Q Q 0 z L lL O1 3 m LID a M Lo i CD c_ L C7 CD c Cn c Li x CD L m LID (U U) CD L] O 7 INSIDE - ► JOINT 6"GRANULAR C4 ' � FOUNDATION MANHOLE Standard Sanitary Manhole Detail Date: Approval: 10.. '� r 10.. IS" �� "�� _ PROP B KFLOW l28 REMOVE EX. ~ G/O------- - -- C/O / ENTRANCE -•I --- � �'--_ — -�- 126 --P r 25p ---__ ._ - - _ Ydfi�ANT _ - _ EtVI__- - \ -_ LIMITS pfi _ DONS _- -- - TRUGTION --- b THEE W/PLU& 4—'MATGH— SAN SEW 1 �u h sir— 4 % 1 PROP. r I ' 4A100000000" EC DODSON BROS. X f 30X2q '� j lf l EXTERM i NATI NC, GO. I ZONE: B2 T B +. +'1 IJ USE: BUSINESS +Q W APPING MATCH 7 � I EX. 1 �0' w/M 42'-g" SAN SEWS PROP. w/M 'A' II 1 I�•. V i / v 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 '7+00 1+50 6+00 5+50 q+00 City of Winchester Standard Utility Detail Department of Public Utilities CURB OUT *- STACX c Y1n. 3.0' W W o i � o a 0 � I EACXTIt 43' COWPACTEd sr-ECTED AATMAL Sp+p Hu' x. FRE)JANJFACTLRED Tdr c '� C Lr-,LN JUT I o STACX o u o o ►RE-UA.MUFACTURED r 7E£ OR f7£ p - NV EA7 Of MOUSE CONH. TO BE 4 �. AT (CROWN OF SEWER. 1 SPRING LINE Standard Detail Revisea: Detail No. Standard Sanitary Lateral Connection Date: Approval: City of Winchester Standard Utility Detail Department of Public Utilities iVlMF/mPIA, SA Ni-, SEWER I WAIN FLOW II 9G* UNL=°S PREMAN1JFAc7-'R:j .... SHOWN ON ?' .:vs I SEWER :C- C^NNE�ON S-ANOARO GRANULAR RE_OING TiiR=ChCUT iz PER S?`F1CATiCNS � _ 1•.L.AN JU +r—RROPOSEC SE:�VICE _A EPA'- =�'--RIGID FERNCO COUPLING -EXISTING SERVICE LATERAL � J Stanoard Detail Revised: Detail No. Standard Sanitary Lateral Connection Date: Approval: Z Uj Uj Z z WC\2 O C 00 CQ CQ .--� �r aQ 0 C\2 of 82 Zx LoN L1J Q Ll! to ato U N ~ LO O) a) o tt G ,, G � o W Co OLU �n r-I Z >LU O W F- iY v Lij LU z O AU S. BADU No.025704 0� f/� LI DNA`L ■ ■ Q n�>M V O Z NN� 0 w IL a� wQ �w W M� W DATE: 9/30/00 SCALE: AS NOTED DESIGNED BY: CB FILE NO. 2168R SHEET 3 OF 7 X U O co O N lD CQ CD r-1 0 rn I, CD cn ro L!l oT 3 0 Cr a 00 CO Q c L OJ C w x 1v L I Co C\_J U) 1v 0 EW-1,1AB FRONT ELEVATION 3/4' Chamfer shall be provided on all exposed 4id9es-,tz7�_ See Detail A 'H' /4 By is IT. C-C Each w•F. Each roc•. NOTES: Shape to be beveled Concrete to be 40M P.S.I. minimum compressive strength. with mortar H pipe is to be skewed the opening will be adjusted to occommodots ogles up to 45: Reinforcing steel in accordance with ASTM A-615 (reinforcing bars). Pipe opening as required, 4• min. 8' max. Larger than 0. D. Pipe. Diranakxn shorn aro mlnimwm. Actual measurements may vary with manufacture's tolerance. In no case shall top of endwall project above fill slope• ditch slope or shoulder. Headwall to be beveled In all onto_ except where o conflict with Invert or wi gwalis occur. Bevel edge is required on the headwall at the INst end of the culvert (where the flow enters the CVIWft . Htadw N1 the outlet end of the culvert may be either square edge or beveled. EW - PC I ENDWALL FOR CIRCULAR PIPE DIAMETER FOR CIRCULAR PIPE D 12• 15' 18' 1-or 24 27'or30 33'or36- H 2,-0• 2'-3- 2'-6- 3'-2- 3'-10 4'-4• L 4'-0• 5•-0. 1.-0' 6•-0' 10'-0 12•-0' a 0'-2' 0'-2' 0•-2 1/2' 0'-3• 0'-4• U'-4 t/r b a'-1 1/4- W-1 1/4- 01-1 1/2 0'-r 0'-2 11r 0'-3' /4 Bare O 12' C-C Each way, Each face Flow See Detail B I- V-2- -1 SECTION A -A a-1.25 t/foot diameter b-1' /foot diameter D 0 -•- Do not e. ♦ bevel invert DETAIL A DETAIL B EW - AK ENDWALL FPR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) S x D 23%14• 30•x19' 34•x22' 38'x24' 42'x27' 45x29" 49'x32' 53'x34' H V-10' 2'-4' 2'-7' V-9• 3'-1' 3•-3- 3'-8- 3'-8' l 5'-5- 7'-2- 8•-8• 9'-2' 10'-2' 10'-11' 12'-1• 12'-11' a '-2 I/2• 0•-3• 0'-4- 0'-4- 0'-4 1/r 0'-4 1/r 0•-5 1/r '-0 1/2' b o•-1 1/2 0'-2- 0'-2 11Y W-2 I/r 0'-3' 0'-3- 0'-3 1/2' IY-3 1/2 PRECAST ENDWALL FOR PIPE CULVERTS VIRGINIA DEPARTMENT of 101.02 SPEC0CATION REFERENCE 105.04 302 Steps are to be provided when H is 4'-0' or Greater 4'-2' For details 4'_ St'd. I-1. z'-r NOTES # Y lX0. .et0 note N0 w r•xirx.n 4.M (H) to be 10'. Far W-W depot onuw fill cow 2' min. stdwd ot-IA Winen drd >r±t�k ♦ ► t. 4• •epth Awn- In -. ao1- eitt�` , siondd Plae is -I.. Im -.t a �• }� A A " fill I S:kl A 1w '"'+M'`'L lo be inck dedae n the p Wad."w d '• l L >;44y •2' IY-te•-/Ys N' mom., om• for IMdive � T -- herMh TN. seen rosy W P-o" woad i. Floc.. 1 N acid In pow -.1. to W eo Clew A& Fw pra.t Sw Sh.el 03.0A 7C : . m „- - .0 w-.. an the It. . and f V. Ol Uw party .. W 1 0..et ham aw YnW a tlw aut- SECTION A -A rid lip• a tlw taP d w M w.. ptwn x and r appm.Yr-w tar iw ►.Wnatiw vwpo.w ans 2'-r 9%• 1 •nJGehl a�d W dMrmMd Ly W Cawia- aar 4-2 In IN, •v.M V. eb i iM coif- t of I. f4etn Uuae PLAN a. tatty. a ew Mn,pu., tW lnvwl a a..b„oi,w _noon, Dow, a appm. 12' CONCRETE QUANTITIES FOR MIN. DEPTH w,d be M,.W •0 oe -A � b. W.•-x d••dlil (Crab Removed) w pandp d -ebw I. the el-b- TW -M for -C w be plaud In dI aww w6sowx 12• oona. pb.-1.440 Cu. Ydw Canond. irrt shapiq dell be bxkK%d w the priw bid war •Wep hale With 12-a/p2a.pvla-W nw�d.an aonoM. b prw�wlt 16' conc. pip.-t.62e C. rids Conaaw W. et^'o1'0•. c ilh 1 -N .h OA3 iW1. nunOw� n Yu a dowMe d 2k4• nofth ma. be le' conc. pM-1.620 Ca. Ydw Concrete gSkiedwil 01 T--3.4 24' oono, pipe-td w Of etruotrs. /7 0u Yet. Conere 1,ue.n Ilend.,b% - anarrW lkmy b pro � ee �. Add 0.400 Co. Yd.Per .69d not wot a dpUl. olnrld, zr e• % SECTION STEEL �% SECTION NOTES N CAST IRON 7'-j' L21i•x2%'x%'-1'-3%'2-7 TC10'-4' l0^9 cost with collar One welded 8�j88 L 0 T ' Any alternate methods of anchorage, maybe the tt I of a Esser, may be Optional " as substituted ionher the aaet iron 43.e1w. r16:3 bbs. l 1Tnooe Rib. 1 oil mrr,.clers g including iv to color conroctorskn9• CALV or CAST 1%- I- 2� MON %'x/ %'x4' lugs 1 • 4 %'x4' Sled Shear co,wu.ctere , yt SECTION C-C N APPROXIMATE WEIGHT 211" Cast Iron SECTION 8-B DIMENSIONS FOR Grote 363 t 18 Ibe. CAST IRON ONLY DETAILS OF COLLAR AND GRATE MH-1 Hot. See St'dSL-1 tar "Oketak a eddy Meow How: The lop or .ain to W left w tftw, tb low to��ey Il P-W oalu.c- ol cover and f_ b 9,." by St'd. W-1 FnanN !-Gown Uw ee• a mortar or Mok a dir•aed �, by Eno-. AN concrete to be class A3 flat Blob top as detailed an MH-2 may be substituted to _action when approved by tin SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK When specified on plane the he shaped In 000rdo nce wil Plan IS-1. Sheet 1 of 5 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE TABLE OF QUANTITIES ' DEPTH BRICK MANHOLE CONCRETE BRICK CONCRETE CONCRETE FEET NOUSARM CU. YDS. CU. YDS. 4 0 7M 1.437 0785 1.699 6 0.9 0,785 1.961 0 785 12 72t 8 1.2 0,785 2.485 9 2.747 10 1.6 12 2.2 0.970 3.817 13 2.5 0.97Q 4.179 14 2,8 0.970 4.541 15 3.1 0.970 4.903 18 3.4 0,970 5.265 IINCREMENTSI 0.45 0.582 _ Quantities shown are for manhole without pipes. The amarlt displaced by pipes must be deducted to ob- tain true quantkks. A boat tMckrese of 9' was used In computing concrete quantities. thncrements to be added for each additional foot of depth. Motedals may be brick, concrete or oppravW concrete manhole block. R blocks are used the minimum thickness of tan* is to be 5-. Other thicknesses are to conform to wall tNticnees shown for concrete. MANHOLE FOR 12"-48"PIPE CULVERTS 3R VIRGINIA DEPARTMENT of 302 -1-06-0-7-1 TRANSPORTATION 2'R I'A' .1 .► • . •. ••: .►. This area may be concrete -� at the option of the contractor This curb may be used when desgn sp.M is 40 MPH or less an Rural highways and 45 MPH or less in developed urban ! suburban areas. N these design speeds are exceeded Standard CG-7 is required. The bottom of the Curb and gutter may be constructed parallel to the slope of -bboee Courses provided a minimum depth of 7' Is maintained. For use with stabilized upon -graded drainage layer. the bottom of the curb and gutter abail be constructed poraW to the stop. of eubboes courses and to the depth of the pavement. Note: Combkotion curb ! gutter ha+ig a rod" of 300' or Lsss (along face of wb) Mail be paid far as rodld aamnbinatlon aarb R gattr- This itsm may be procast or cost in place. Concrete to be Clew A3 If oast in place. 4000PSI If precast. 51ANUAKU UKUD DEPTH ( RF. COMBINATION 6" CURB & GUTTER 12r'-24" PIPE MAXIMUM DEPTH (H)=10' VIRGINIA DEPARTMENT 233 105 1a.o1 TRANSPof ORTATION 302 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 I EG-I RIP RAP 710 (3 0 °o °o °o °o oo 2 oo 2 C) O+ + o + (3 ± ± (N C1 m m It <t Ln Ln \Z \Z t- r- Q (z - - - - - - - - - - - - - - - - - - 750 -145 740 -135 750 725 720 PROJECT: JTzEX � ___._.- _.______-__ STATION : CULVERT DESIGN FOkM DESIGNER/DATE. 171AS t7v f / Gu L Uez T A _ --- S 11 E E T----- OF ------- REVIEWER / DATE / HYDROLOGICAL DATA ROADWAY ELEVATION : 31 1111 ELhd��e�..(S(11) „ ❑ METHOD:--- t - 1e ❑ DRAINAGE AREA: 3 ❑ STREAM SLOPE:------ ' •o �ELeI: 1111 Sa: H I IW i ❑ CHANNEL SHAPE: _---------- l -!- w ❑ ROUTING. ❑ Oi11ER. -_- _ _ __ .L ORIGI At �- TW _� STREA4_eta �FA1LL _ p DESIGf�___fLOWS/TAILWATEfL L� 1.80 ELI (f1) - R.1. (YEARS) FLOW(clel TWIN) S-Sa FALL/La �- EL a 14.5 Io L a- CULVERT DESCRIPTION: TOTAL FLOW HEADWATER CALCULATIONS INLET CONTROL OUTLET C014TROL MATERIAL - SHAPE -SIZE - ENTRANCE FLOWPER ARREL a i �" COMMENTS HW /D IIWI FALL EL hi T w do d1c� ho ke 11 El ho 0 0/N i u o' i (c1,) , 2 3 4 (] 2 7 tl 14.3 1.4 2.45 0 131.25 /.40 1.25 //.3 a 1.4- 34W TECHNICAL FOOTNOTES: (4) ELhi• IIWil ELIONVERT OF (6).ha TW at I d c u D/2)1 WIII CIIEVER IS GREATTA) INLET CONTROL SECTION) 171 it-k,n k,. 129.2 L) /R173 ] Vz /2g (1) USE C/NB FOR BOX CULVERTS (2) HWI /D - HW /D OR IIWI/D FROM DESIGN CHARTS 15) TW BASED ON DOWt4 STREAM 18) EI ha- El., it. ho CONTROL OR, FLOW DEPTIIIN (3) FALL• HWI-(ELhd- EI.,I) i FALL_ IS ZERO CIIANNEL. FOR Cull VE T 5 ON GRADE SUBSCRIPT DEFINITIONS COMMENTS / DISCUSSION; CULVERT BARREL SELECTED S 1 Z E e. APPROXIMATE - --_ - - 1 CULVERT FACE 1d. DESIGN HEADWATER Q�/� kit. HEADwATER IN INLET CotI TOOL Sit APE . lie HEADWATER IN OUTLET CONTROL RD.S OeQ 2 : F I 1. INLET CONTROL SECTION MATERIAL s. OUTtET p, H'DWAL .V STREAMtltOATCULVENTFACE ENTRANCE: lgTAILWATtR CULVERT DESIGN FORM p PROJECT: -t-LLEX, B PLH"�r 2• ---- --- I - - STATION -------- -- -- - - / !,LtLV6tq _ 13 -__ SHEET_ -_..__OF.__._-___ DESIGNEfl/DATE. REVIEWER / DATE / HYDROLOGICAL DATA -7�6,SI,3i1 --- ROADWAY ELEVATIONo E+ -hid'--- El T� h _ 1e ❑ DRAINAGE AREA: • I1_---- ❑ STREAM SLOPE: - ----- - p t111 sg: lH •o IIWI �EL& _ L ❑ CHANNEL SHAPE:---------- N ❑ HOOTING: ❑ OILIER --- __-_-.__ __ LORlcltj-AL 6TREAy BEO TW ` EL17�If1)� _ 4-'FALL _DESIGN_-FLOWS/.jA1LWATE� S-So-FALL/La) R.I. (YEARS) FLOW(cla) IW(11) _ELa:��•�r 3.S3 ., O �•8 S. CPA-VE-RT DESCRIPTION: TOTAL HEADWATER CAIIGULATI0f1S: W o 3 . r E INLET CorITHOI •OUTLET,CONTHa.• MATERIAL - SHAPE - SIZE - ENTRANCE ftoW PtRW Atantl a W u J 0 COMMENTS IIW /D HW U FALL EL hi TW do dc, 0 ha A, 11 El h0 0 0/N i W o' i I, 2 7 e f.Oz 1, 53 O 26.53 1. 2 aq 1.2 1,:2, o,a, 0r70 ;a.7 26.53 3 g ffiDS N-1 _- - TECHNICAL FOOTNOTES: 14) ELbi- IIWit ElI(INVERT Of (6) It,, - fW or (dc1 D/211WIIICHEVER IS GHEA"I INLET CONTROL SECTIONI (7) it•,1I, het 129n2 L) /RI35 ]V2 a" 111 USE 0/NB FOR BOX CULVERTS (2) IIWI /D • Fib /0 OR HWI/D FROM DESIGN CHANTS (5) TW BASED ON DOWNSTREAM (01 Et t,o• EL o l 111 ho CONTROL OR FLOW UEPTIIIll (5) FALL • IIWI-(ELhd- ELEI) i FALL IS ZERO CIIANNEL. fQR CIA VE g 15 O14 GRADE SUBSCRIPT DEFINITIONS_ COMMENTS / DISCUSSION_:_ ---- - - _-- - CULVERT BARREL SELECTED _ - - -- e. APPROXIMATE SIZE 1 CULVERT FACE t�O�N7l 11.0 ESION HEADWATER . HADWATER IN INLET COl1TROl ME ks HEADWATER IN OUTLET CONTROL SHAPE MATERIAL I'�� NIA nD•OI2 I. Wt ET CONTROL SECTION •. OUTt[T GT 1err1rvwGrJLL eI . SIR EAMtlEOATCUt.VENT FACE EHTNANCE: Is. TAILWAIt L & D 229 STORM SEWER DESIGN COMPUTATIONS ROUTE PROJECT' TREX PLANT 2 COUNTY FREDERICK DISTRICT' DESCRIPTION SITE PLAN FOR NEVV PLANT DATE 8/18/00 .. .�OFF .- RUN -FLOW COEF ELEVATIONS - ©�� 1' 1 1' �© '®•' ®�® Me 1 1 1 '®�� Z U3 W WC\2 O Co C\2 to 00 C\2 It Q •(0 Cat CO F-•YI � I Q� Zx .-4 CD to C\2 W 'rr 4 IyXL�D U ~11� E_d A Z\ 03 ep t~ Q) r1 iv •t. INV Z3 W U) GL TH OF �r U AUS S. BADER No.025704 oo1*311 L_ls�,�ONAL �� ' ■ U ■ I� E�-1 >0 H Z w F17 W �D L� W I-i tr•-, O W W/''� lay H N-i n r 1 W � IC DATE: 7/24/00 SCALE: 1" = 50'H 1 "=5'V DESIGNED BY: CB JOB NO. 2168R SHEET 4 OF 7 x m U 0 0 0 cU cU 0 0 c11 O Z C O 3 0 w cr co Lo r c L 4.1 OJ c o, c t,_, x a) c_ i m co cV U) C) a 0 ■rr■ rr�rs�i i.�i..r.iY� �i� � r� .nrr.... ....�r� u.�ror n.�r■ ...r.� MATCH LINE MATCH LINE TREE LEGEND SYMBOL QUANTITY NAME OFpL AT T/ANTIW REMARK5 2" GAL AT M 8 RED MAPLE TIME OF 3$3 PLANTING 24"-36" HT Co 77 JAPANE5E HOLLY a TIME OF 4' O.G. PLANTING 68 h(HI TE PINE 4' HT. 3110 FT 34 WHITE DOGWOOD 4' HT. 3/10 FT ERGS>ION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.05 O )X X SILT FENCE 3.08 ®I ® CULVERT INLET PROTECTION 3.09 ® TEMPORARY DIVERSION DIKE 3.11 FD RIGHT OF WAY DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 ® ® OUTLET PROTECTION 3.20 ® —'--'-- CHECK DAMS LIMITS OF CLEARING & 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 Z W uu Z C3 Z W o a Z x� cv W b� (u� W 0 V) 4 W. EH Lz4 w N (D 0 � tko W to =W 1L � 4ty Q° W O z p w a � i o J) �o � Q O W�ADER N' No.025704 o� t1/f7 SIONAL I DATE: 7/24/00 1 SCALE: 1"=50' DESIGNED BY: CB JOB NO. 2168R SHEET 5 OF 7 X CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. ZMATATlt A 4.X 4' tl�IL7[ UPSAM YpN M LOts of P s. STAFIS rl4s W19MAL 70 INI111111111111 AM /!!1111111111 M 9M 7• 11111111111171 4. YMlL AItFa OOIQ4LT , >� la•��A77m NN1Nl. i ..w NNII=� IIV Milli ON PONIM A rOMD s � 1W PODIT IN. DRADUAWAY IIi>! AUAT[ON (FRONT L' iVATiON) Mod 6= TEMPORARY DIVERSION DIKE 19A Desist aiwt wArcle 1 .•� w INN t.a• tl= CNW10ri.b e7 C.Y./ AC. . o1r+r • s10t�re[ • sL7 i1�lE 1o4b swum 109,0 '701.4 MOM VA. 08W PIPE OUTLET CONDITIONS *s otntsr zb nutr M ttre>ra ro n�a� IM1�.77*%�l Le os- a st.'rtoN A -A t� MSIMMONS .• .. a :�,`� � �,. t TEAT[. 3.14-2 I Souree: Va. 12" ORFICE STD PRECAST 27" RCP MANHOLE STRUCTURE (NO TOP) 710.61 =too YR wsL 708.55 10 YR WSL /ot�cs: vA, owe rLTs 3.00-1 709.60 MINIMUM TOP WIDTH (W) 707.60 = 2 YR wsL REQUIRED FOR SEDIMENT TRAP EMBANKMENTS STD PRECAST ACCORDING TO HEIGHT OF TABLE 3.32-C MANHOLE SITESPECIFIC PERMANENT SEEDING MIXTURES STRUCTURE EMBANKMENT (FEET) FOR APPALACHIAN/AAOUNTAMJ AREA (NO TOP) Total Lbs. t OFI I- OF Minimum Core Lawn Per ACT• AL- � X2.0 - - Commercial or Residential 200-250 Ibe. 1.3 tta Lo -Kentucky 31 or Turf -Type Toll Fescue 80-100X 2.3 �� -Improved PerennialRyegrop • 0-10R &e =,e Ls -Kentucky Bluegrass 0-1OX •y 3.5 =.8 3.0 ae a a.o 3A 4.8 l.tl 7.0 4.0 HIQh-Atolntenonce Lawn ao so 4.! Minimum of three (3) up to five (5) vorl•tl•e of otla"M wrA vet, Dora r blu•grop from approved lief for use in Virginia. 125 lbs. - anew General Slope (3:1 or Ipe) ststr. setMOt: VA. MtrC rua. 3.13-1 - Kentucky 31 F•soue 128 lbs. TEMPORARY SEDIMENT TRAP = Rid Gross[crop•• 20 lbs. 150 lbs 1 +•I�rw�al�l Low -Maintenance Slope (Steeper than 3:1) �� - Kentucky 31 F•ecu• 108 lbs. - Red Top Gros 2 lbs. u�i. t1 - Seasonal Nurse Crop" 20 lbs. - Crownwtch ••• 20 lbs. •' °H• "L✓AM wwrt[ 150 Ibe • Perennial Rygrop will germtnot• foster and of lower soil )4' temperatures than fescue, thereby proVidhg cover and erosion to al. r•./ra• resistance for seedbed. wc �) wp[ Doll •• Use seasonal puree crop In accordance with lo••dlnq dote as Sam 01V, stated below: March, April through May 15th Annual Rye •sa PLOWa»~T sowsw Ae[~ otAms tt [wwv May 16th through August 15th FoxtoN M)N•t August 16th through S•pt.,Oct. Annual Rye November through February Winter Rye CROSS SECTION OF OUTLET ••• If Fbtp•o Is used, Increase to 30 Ibe./ocn. All legume seed at,es Twow must be properly Inoculated. w•ephg Lowgra« may also be MI"ON 'pun Included in any slope or low-mohtance mixturesduring warmer WA1 s••dhq periods; odd 10-20 Ibe/acre in mixes. sTrw•a sx TABLE 3.31-8 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" �� /rust ao[rt MCaiW= A�eAT[ s11AL1 K VeeT fi, /7A7 04 /s OUTLET (PERSPECTIVE VIEW) saustcc: vA. tttwc run. a.tr: Rote Planting Dates Sp•cip (Ibs./ocxe) Sept. 1 -Fen 15 50/50 Mix of Annual Rysgross (Ldlum multi-fiorum) tk 50 - 100 Cer•d (Winter) Rye (S• I 2 I F•b. 18 - Ar Anud Rygrop 60 - 100 (LollJum multi-Aorum) May 1 - Au. German MNlet 50 (S•tario ltdtca) Seeding Seed shill be applied with o broadcast seeder, drill, cultlpock•r see.; x hydrose•der. Small grains shill be planted no mor Peon one Inch deep. Grottnee and legume shell be plonbo whit no lee than 1/4' loll Cover. i 2" ORIFICE 27' RCP NV. = 703.00 _ TRASH RACK BY BY EASTERN SUPPLY STD CAST M S 11JRE ( TOP) 12. ORFICE J I ` 27' RCP • Pond Outlet Detail 1992 3.14 TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET (with or without an emergency spillway) Project T9.F.�C (acre.,,. Basin 0 I Location � RED• Cl0. Total area Draining to basin: I °i •O I acres. B"in Volume Des,ihin Wet Storage: 1. Minimum required vulurne = n 7 cu. yJs. x Total Drainage .arty bi cu. yJs. x 13_0.1 acres cu. vds. '_. Available basin volume = 1568 cu. yds. at CICVaUu❑ 70F.`O IFrum storage - elevation curve) �K Su+N► io'''o• 3. Excavate - cu. yds. to uotain ;eyuireJ volume'. Elevation corresponding to required volume insert of the JCwalCrl::y orifice. • 4. .av;Iilabie volume before cieanuu[ rcyuircu. 33 cu. Ws. x �eLI acres = '1?•3 cu..,Js. 5. Elevation currespunJing to cleanuut Icvcl = -,104.60 (From Storage - Elevation Lurve I A. Distance from invert ui the Jewutenng .,rl(icc to cleanuut level =Lo it. (Min. lA ft.) Dry Storage: 7. ;Minimum required volume = b7 cu. yds. x Total Dravtage .•ilCa (acres;. b7 cu. yds. `e Lol acres = 1j �•7 .;U. yds. Ill - III Cur00 ve) It 0-4 IMM X TREX GOMF',ANY, L..L.G. V MA55 G4ZAIDIN6 FLAN X EROSION AND 5E`.DIMEWT CONTROL SEEMED NARRA'TI VE W Description: This project proposes to rough [grade the portion of the Trex Industrial Park W - - to prepare the site for the new I50,000 5f buI Idhg and f hlshed goods storage area.. The Z 1992 total area to be disturbed by this project Is h�► approxately 23.8 acres. �.tr S. Total available bruin volume at crest of riser* 9470 :,u. yds. at Date of constructions Gonstruetion wilt begin ffollowing plan approval and will take elevation -709.6 (From Storage - Elevation appt"OXh'IatOly_pn0 (I) year t0 complete. W tV Exlsthg site conditions: The area to be dlstLLX•bed under this plan t5 a combination of � [A Minimum 134 cu. yds./acre of total Drainage area. VQGant gross land and Trex's current finished goods storage area. >= N 9. Diameter of Jewa[tring orifice t}• in. Adjacent areas: This prOjeet IS bounded On the north by Shawnee drive, On the south by < Q .� CV ao IU. Diameter of flexible tubing = t; property owned by Flex-0-61as and H.P. Hood, On the west by and existing rail line, and 3 •� a°S � inches). In. (diameter of Jewatenng uriilce 0n thethe east by the Route 81 right OF w"' 300 . I plus _ a =� g I Soils Information: The exist" soil conditions were obtained from the USDA Soils Z x 'o Preliminary Design Elevations ur Svey. The loll types listed Include the SB, bG, and 32B lolls. Erosion potential for W ,d these soils Is moderate to severe. W � � � g 11. Crest of Riser = 709.40 0. Top of Dam 'J 13.o Critical areas Hogue Creek runs through theeastern portion of this site. No � development 15 proposed in Or near the creek and the stormwater management pond well � .� MN: F. r.• Design High Water be built outside the flood plate associated with the Greek. Upstream Toe of Dam = -703, o Freston and sediment control meoburos= control of erosion and sedimentation for this site shall be achieved by trctallhg the following. � I. Silt Fence. � Bruin Shape 2• Diversion dikes. v 3. Terrtporary sediment traps. � �W) 12. Lrnyth ur F!uw 4. Outlet protection. EEffectiveVw'iJtn We -2 5. culvert Inlet protection b. Temporary sediment basin. It _, baitics are not rCUU1rCJ I < :. baI11Ca are iCyU1rCJ Permanent stabilization: Once construction is complete, all disturbed areas not built upon • or paved shall be covered with a mhkrltxn of four (4) Inches of topsoil. Fertilizer, seeding Buas>.tI and a blanket of straw shall be applied to tlhe topsoil. 13. Q, = 60.4 pis (From t_aapttr 5) Storrrwrater marlagementl A stormrtater rrKwi��aaggeemeet pond Is proposed for this project. z The pond Is to be constructed In the 5outheastern corner of the site. O 14.8V•0 �I, From .:`.taptcr � ) Malnterlance Program The erosion and sedlmment control mea5tx'es installed on the site�t�"'' t� Principal Spillway Desi n shall be maintained by parforming the follow". W I. The site superintendent shall Inspect all erosion and sedknent control devices after each a rainfall and at least daily during prolonged rrahfall. Damaged or deficient controls shall be l5. With emergency spillway, required spillway capacity Op= Q. cis' or Improved Ifrlrnedlat0l (riser and barrel) repaired - �� y• 2 The site superintendent shall Inspect dolly the cress construction activity to Insure Without emergency spillway, required spillway capacity QP = Q2S = 89 eels, erosion control effectiveness. Additional mteasures shall be Installed Immediately where > (riser and barrel) deficiencies are fOIN'Id. w 1 3. Perfanent erosion control measures tnclwde the Installation of rip rap at storm sower a/ outfalls and the establishment of grass on Olxposed surfaces disturbed In the construction Ill - 113 process. 144 ^ E,., VY Erosion and sediment control program : A � I. Hold pre construction meeting on site. 1992 2. clear and grub the areas necessary for Installation of the diversion dike, silt fence and sediment traps. '• 1� 3. Rough gr ails the pond and Install the sediment bash. emergencdays yl l6. With emergencyspillway: 4. C.ofTlplete rough grcding. Temporary loll stabilization shall be applied to all disturbed r areas within 14 If the area Is to remain dormant for more than 21 days. �• Assumed available head (h) f[. (Using Q,) 5. After approval by the Inspector, remove the temporary control devices and stabilize the U S. BADER h areas disturbed during rew►oval. N .02 704 Crest of Emergency Spillway Elevation - Crest of Riser Elevation Note: Frederick county aid VDOT retains the right to add and/or modify these erosion Without Cmergency spillway: and sediment control measures during the c.on5tructlon process, within reason, to ensure adequate protection to the public and the environment.70NAL Assumed available heal (h) Q• it l;sln 1 8 Q,,1 h Design Nigh Water Elevation - Crest of Riser Elevation I'. Riser diameter (Dr) _ !4:9_ in, ,actual head lhl = 1.¢ it. ,�+TS oN Pipe:Anti-Seep C_'ullar Design U - Si GOp'C• twa/tOt.E 1?T BEU. � (From Plate 3.14-8.j 23. Depth of water at principal spillway crest (Y) ft. Volt: .avoid orifice [low conJiuuns. Slope of upstream pace of etmbankment (Z) _ 1. 18. Barrel length (I) = f60 ;t. Slope of pnnapal ,ptilway marrCl I Sbl Head (H) on barrel through embankment it. • V�ugth ul h;,lrcl in �aturatc:J :one tL,) = It. (From Plate 3.14-7). '-1, dumber of ;uIlars rCyuirCJ = _ Dimensions = • 19. Barrel diameter lit. IF,um Plate 3.44-B ;concrete piptj or Plate 3.11-a icurruga[eu alprj). O Masi►-+ i,�t F.levauun, a :U. Trash rank Final Dr,50' EASrE�u SUr�t,Y -'5.F-' a �. Tup �If Dam Z 1-1_ � a Diameter %� Inches. Design High Water = 7111. O 0 Height = ;LL inches. E•+ E" Emergency Spillway Crest (From Table .i. ;4-p I, � A Q - Principal Spi lway Crest = 70 .6 'z � �+ Fmereenia Spillway D .i n N w� Z Dew•ateri.,g [)plies lmert = 705.6 $E6f PEKFORM'for�S two TC.[•131wG,\ O AT �• 705.60 J ,,,_, =1• Required. spillway capacity Q Q= Cleanuut Elevation = %IO4•6 w t , � - QP cis. W U U • Bottom width (b) it.; the slope of the exit channel (s) Elevation of Lpsucam Tune SIT Dam U) E--4 _ � ft./foot; and the -minimum minimum length of the exit channel Ix) or E..cavateu Buum uI Nhet Storage U 703 O 1� I[, .afta' (lI ::YC.1YalIUn •ia, aJC rTUfmCJ) Z _ 1••.4 p � (From Table 3.14-C). U GY t-� OZ �A III - 114 (%� w W DATE: 7/14/00 SCALE: NO BCAiJC DESIGNED BY CH FILE N0. 2188 - SHEET iC OF % m 0 0 0 CU 0 ao O z 3 0 W 0 cc OD m C L a� W CD C w x CD L I co to u to r.I 0 SET TREE LEVEL • r" TEA F AFTER SETTLEMENT IF REQUIRED. M�Fh,►.•.NTHGRADE ENCASE WIRE AROUND TRUNCK IN BLACK .i hillib HOSE.RUBBER :• ..FINISHED GRADE EQUALTO OF h tMMll n�'wrr.•. �hh`I.�ht ham%REMOVE TOP OF • CUT ROPE— AND/OR REMOVE WIRE BASKET FROM BALL GUY WIRE #12 GAUGE 2" DOUBLE SHREDDED HARDWOOD 1111�� 1�/■� SOIL SAUCER 3 STAKES BACKFILL ..—LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL-- EVERGREEN TREES (NOT TO SCALE) .,.;..I hl jlgi L L. - RUBBER HOSE GUY HARE #12 GAUGE TURNBUCKLE OVERFLOW RUNOFF WATER """• WITH TREE WRAP WITH 50% OVERLAP SEDIMENT FLAGGING TAPE ON EACH WIRE ' 2" DOUBLE SHREDDED HARDWOOD DROP INLET 4 `` MULCH/3" SAUCER. PLACE TOP 1/8-OF WITH GATE ROOTBALL ABOVE FINISH GRADE 3 STAKES-7 - BACKFILL 5EDIMEN : ROOTBALL—REMOVE TOP 1/3 OF SPECIFIC, APPLICATION BURLAP AND CUT ROPE AND/OR II —III II REMOVE WIRE BASKET FROM BALL =III=I I III=III= I=III- LIGHTLY COMPACTED SETTLING MOUND THIS METHOD OF INLET PROTECTION 15 APPLIGABLE WHERE — I I1�II1 Il I I III I IIIZ4e* HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW I II 1 1I i II III —III 1—I i I —I i I- I i I GAPACITY 15 NECESSARY TO PREVENT EXGESSIVE PONDIN6 4VARIES 1 AROUND THE STRUCTURE. '• GRAVEL SHALL BE VOOT #3, #357 OR #5 COARSE A66REC ATE. TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER 1ReE1 (NOT TO SCALE) SOURCE: VA. D5WC PLATE. 3.07-3 ONS I TE TYP I GAL PAVEMENT SEGT I ON PAVEMENT 2' CURB CUT NOT TO SCALE HEAVY PAVEMENT SECTION ec'-- ... • . ..�R=2.:. 2 n a 1.5" 5M-125A SURFACE COURSE 5"BM-25.0 BASE COURSE VDSPEC. 8' SUBBASE \/DOT STD. 6R-21A �n 414.03, CL. I, I—T�-III=TjjI. III —III—III= GOMPAGTED SUB6RADE TYPE A I=1iT=1 I I_I I_i fT= I_I I 1=T=1Ti_I (COMPACTED TO g5% DENSITY AT OPTIMUM MOISTURE CONTENT \/DOT VTM-I METHOD) TYPE I SCUF PER DETAIL NOT TO SCALE SCUPPERI PAVEMENT DE516N BASED ON A 506RADE GBR DE516N VALUE OF 6. SOIL TEST OF THE 5UB6RADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVhtr5ECT INATERMAIN 'A SGALE: 1"=50' H WATERMAIN 'B' SCALE: I11 H 735 I11 V '745 D. ._ I .. .... .... EX. GRADE _ PROP. GRADE 730 - .. _ _ - . 740 ... i PROP I I 35' i .. IN. COVER _ i t ., 1 I i 725 L , I L.... , _. __ 735 1 . _ I 1 DIP Yr/If MIN W,*.sr { I _ $" 6L T CLEAR. 52 DIP W/M 720 _ .... GL 52 DIP w/Mj_ :. . 730�_ -�e ! t Q ! ... ...... _ 1 _ I .... ._..... 1.._.. I �Z>,I�;:j _ 1L _ 715 _ _. _f..—�. �U 725 �.. __—_.� .`� �� l �� . i 9 i - F � I 4• m XW. .. t,f... _. _. .... .._.. ddd '� m _ _ rn ._. _ 1 + i +. ;1 N 720710 p O O >� O (3— —) (v N O O ime 735 —f 30 EX. C- 725 720 PROP. 61, DIP " 115 710 705 L O O PIPE INLET PROTECTION rAInWAI I ILL E FLOW ESO-321 DISTANCE IS 6' MIN. IF FLOW IS TOWARD EMBANKMENT 1) All fire hydrants shall be traffic models. 2) Restrains can either be all thread rods (stainless steeq or Meg -a -lug flanges. 3) Lead valve shall be restrained to the main line. 4) 4 1/2steamer nozzle facing roadway. "- City of Winchester 2 Standard Utlllty Detail Department of Public Utilities ' Detail No. — 3 WAY FIRE HYDRANTS _ r I ;ity of wlncnester ,tandard Utflity Detail •-- fitment of Public Utilities lU YD. 057 STONE V 4F fI ONC. THRUST BLOCK ! CU. FT. MIN. ) -ADJUSTABLE VALVE BOX GROUND AND COVER FIRE HYDRANT �- 24" SO - 4" THICK =� CONCRETE REOUIREO 1 IN UNPAVED AREAS QLP Alt J. — 7 DJ p M. J. d b 6' GATE VALVE EIREE HYDRANT— tandard Detail Revised: IDetall No. Fire Hydrant Installation Date: Approval: WATERMAIN LOWERIN6 5GALE: I"=10' H 1"=5' V O O CLEAR Z �< I WQ� V� ~ )E C) O ity of Winchester Standar Cd Utility Detail neoartment of Public Utilities 1) Precast Vault and Base acceptable minimum 6" wall thickness. I2) All fittings shall be mechanical joint 3) Meter shall be furnished by developer and approved by Department of Public Utilities. 4) All concrete shall be minimum 2500 psL-- 5) Walls shall be 8' concrete block, I concrete block if traffic bearing. i of• 0P="INb Typical Resilient seat Vslve Installation: ■) Valve Box and Boot shall be cost iron. b) Valve Box Cover shall be marked 'Water'— C) Valve top shall be flush with finished grade. d) 1a- X ta' pod shall be place around valve boxes located outside of pavement area. e) Valve boxes shall be screw type for sdrystment. a O7 0 I ,A - Typical Valve & Box Installation a ,I I I (III V J I I Ilrl I� I ,e- - r Je ` '.� jdIs pG I i �i's br rtis"?� ,. ", �.. ION 1) Vault wall footings shall be 2 wide X 8' thick. 2) Subbase under footings shall be a minimum of 6' of VDOT #57 Stone. Stone should be brought up to top of footer on the interior of the Vault Standard Detail Typical Compound Meter Service Revised: Detail No. Installation and Vault Detail Date: 2' thru 6' Approval: City of Winchester Standard Utility Detail Department of Utilitiei Standard Detail Detail No._ Revised' Date: Approval: PLAN Thrust Block Detaiis City of Winchester Standard Utility Detail Department of Public Utilities r1i ,/�" s3r�m---�� SJL st/'ow nwT r. i /4 �tV-O Vito, OioIDHID !, A' r/ ran OM. L� _•� _ aAPOS 'for 3IE-=-I�IEEEI -I 1 E1�= Iti1h1 I raaar raK E i 'EE 1 I r D O+Or 1�::::. 1 .�_. 1 --� I �.r r aawo ror ,ev.es*I s11�1 ♦r " "-r r I i r—I r rem r • ..O r O/—utMtK Star O ... a: o I mar Ctxalr -0 oeDr w. K ` vYK 1 / 'o O P I/ .Lino- WIC OT p O'. .. � r vorwrs O O «r /. o: O o 0 ;tancard Detail Revised: )etail No. Fire Line Service Installation Date: Aporoval: FINISHED GRADE Rl��rrlr 0 ,T ♦' MIN. •..`.� I rAARY CONCRETE To UNDISTURaED EARTH OR FIRM suaGRAOL SECTION Revised: Date: Approval: Z W Z W O CO in CO l It a �CV ' 0) Zx 1/ OI LLJ C\[ CD U rl, N �yyy qW0/ a�• W :� � I••1 Q i— LU � U- CL j\r r _ l� OL 5< W a >LU- W IL Q tY o U- O ly OL W a. Q W CI W Q IY < (Y A (j) ly o V r� �O L BADER 0, 25704 sIONAL ■ ,.tea ■ E- UN_ w >0 Z z rr� V1 �W� E W a 0 Qi Z W Q W Uw E- W � �' DATE: 7/24/00 SCALE: AS SHOWN DESIGNED BY: CB JOB NO. 2168R SHEET 7 OF 7 x