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HomeMy WebLinkAbout05-05 Site PlanLEGEND FCSA CONSTRUCTION NOTES EXISTING FEATURES 1, The Authority's Water and Sewer Standards and Specifications are available at www.Fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. EXISTING EDGE OF PAVEMENT __ - EX EP _ _ -_ _ 3. Water and sewer lines are to be constructed In accordance with these plans and shall meet all Authority requirements. EXISTING EDGE OF GRAVEL EX EG 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: EXISTING CURB AND GUTTER EX CG- 6 a) The Authority shall furnish all labor and material. _ b) the developer/contractor must: 1. make application and pay deposit. EX. INTERMEDIATE CONTOUR 48 2, mark the tap location. EXISTING INDEX CONTOUR 50 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. EXISTING SPOT ELEVATION X 50.0' 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size. EXISTING TELEPHONE LINE- T - It Is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: EXISTING SANITARY SEWER S ---------- a) The meter box, with Its frame and cover, mmst properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. EXISTING ELECTRIC SERVICE - E - c) The distance between the top of the cover aind the coppersetter shall be between 18" and 21 ". d) All components of the meter box assembly shall be in proper working order. EXISTING GAS LINE --- GAS -__-_ 9. For water and sewer services that connect to existing lines: EX. 15 " RCP EXISTING STORM SEWER :.--.__�:____ a The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. g b) An Application for Service must be made and fees paid before work will begin. EXISTING FENCE LINE -- --- - --- --- X ----- c) The Authority shall furnish and install 5/8 ", 3/4', and 1 " water services. d) For all 1 r/z"and 2" water services, the Authority shall make the tap and bring the piping to the EXISTING DITCH LINE ------- - property line. The contractor shall furnish and instal/ the meter vault assembly. The Authority will Instal/ the meter. EXISTING WATERLINE W/ TEE --- !Ti - e) The Authority will install al/ sewer laterals. EXISTING FIRE HYDRANT EX. FH 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly EXISTING WATER VALVE (} _-- must meet ASSE Standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double EXISTING REDUCER -y check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Radio read remotes are required. EXISTING TREE DRIP LINE-.�. GENERAL NOTES PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROP EP 1. Permits must be issued from the City of Winchester priorr to any construction in a public right-of-way. PROPOSED EDGE OF GRAVEL PROP EG 2, The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering PROP. CURB & GUTTER PROP CG -6 and leaving the site. 4. Any damage to neighboring properties including county rroads and sidewalks, caused by the development of PROP. REVERSE CURB & GUTTER PROP CG -6R this site will be the responsibility of the developer. All daimage must be repaired to original conditions. PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. PROPOSED SPOT ELEVATION +50M 6. The contractor will be responsible for adequate and positive drainage of this site. PROPOSED STORM SEWER PROP_24 ADS ..., 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. PROPOSED SANITARY SEWER 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. PROPOSED TELEPHONE - 9. The contractor will notify a„glneer of record of any discrepancies between the approved plans and existing site conditions. PROPOSED ELECTRIC 10. The developer is responsible for the relocation of any utillities required by this site plan, PROPOSED GAS LINE 11. Ali Erosion and Sediment Control devices shown on this sate plan shall be Installed prior to construction. PROPOSED WATERLINE 12. Ali controlled Fill must be compacted to a minimum of 95'% density following Method A' of the Standard PROPOSED WATER METER 1 'WM Proctor ASTM -D698, AASHTO-T99, or V7 -M-1 as applicablie. Any fill placed under buildings, structures, or pavement must be inspected and approved by a professironal soils engineer. A geotechnical report supersedes PROPOSED FIRE HYDRANT t& PROP. FH this note if provided. 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate locations and not all utilities may be shown. COMMON LABELS & FEATURES 14. The contractor will contain all litter and debris on-site. The work must be left in an orderly manner at the end PROPERTY LINE OF PROJECT of each workday. NEIGHBORING PROPERTY LINES 15. An approved set of site plans must be on-site during the construction process. 16. The contractor will notify all utility companies prior to excavation within easements. EASEMENT LINE 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be heft for more than thirty PROPERTY CORNER FOUND Q days. PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL �, DEPARTMENT OF INSPECTION GENERAL NOTES 1. Building(s) must comply with the Virgin Uniform Statewide Building Code and section 303 group A (Assembly) of the International Building SIGNS SANITARY MANHOLE IDENTIFIER O Code/2000. Other codes that apply are ICC/ANSI A117.1-98 Accessibility and the Usable Building & Facilities. 1. The requirements in 18C,chapter 9, mandate a fire suppression system is required of areas over 12,000 sf, STORM DRAIN STRUCTURE IDENTIFIER ❑i 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. Plans must show all ingress/egress locations to the exterior per CABO 1121-91 and meet requirements of Chapter 17 of BOC4. .i" LIGHT POLES -t >- 4. Maximum slope across handicap parking stalls shall not exceed 2%. A minimum of 50% of the required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1003.2.13.7 18C Nate fire ratings around this door if this section is utilized. LOCATION OF TEST PITS ® 5. There are special inspection requirements on this structure (l. e, soils, concrete, etc.) per Chapter 17 of BOCA FIRE MARSHALL GENERAL NOTES EROSION & SEDIMENT CONTROL FEATURES 1. An inspection by the Fire Marshall's office will determine iwhere curbing must be painted yellow. INLET PROTECTION 00 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall s direction. 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshal/. OUTLET PROTECTION ®Op 4. Burning brush piles of natural vegetation requires a permrit. Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. CHECKDAM GD M RESPONSIBLE LAND DISTURBER DIVERSION DIKE SUNDAY SILT FENCE W/ WIRE SUPPORT WF NAME: SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #: 1. Miss utility and utility r SEDIMENT TRAP ST EXP. DATE 2. Trees and s 1. The Responsible Land Disturber Is that party responsible for carrying out the land disturb/ng activity as set forth in and be well the plans. 1. Note: An on-site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer 3. Landscaper to the owne CONSTRUCTION ENTRANCE CE prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Plant substl M/N. 12:1 12:1 3' MIN. PARKIN 3'G N (12' K / IF REOUIRED\ EV F& PAN ACCESSIBLE PTE WI-RWAY00-W ZONE NOTES n I. H/C SPACES MAY NOT EXCEED A 29 SLOPE 2. RAMP BU/LT TO VDOT CG -12 STANDARDS 3. WHITE STRIP/NG SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING /F POSSIBLE. TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. INSTALL ON 4X4X8' TREATED POSTS SET DUMPSTER W NCE DETAIL N. T S. PARK/NC PAR MAY BE PLACED "K. j� A0 ONE BLME {ul RECUIR D HEIGHT TO ACRED HEIGHT TO ACCOMMODATE THE AODR70NA1 LINES REOU/RED EFFECTIVE Y JULY I. 1998 HANDICAP PARK/NG SIGN DETAIL (NOT TO SCN.E) IIYJIMLL WIICJ UNIU 0 AO HUJLS INSTALL OPAOU£ FENCE AROUND THE REST OF THE DUMPSTER TO PROVIDE SCREENING TREAT WOODEN PANEL GATES WITH WATER SEALANT. DUMPSTER GATE DETAIL N. T. S 4' ARM 400 WATT LIGHT 20'POLE MINIMUM SPACING WHEELBLOCK 3'-0" TYPICAL INSTALLATION OF LIGHTPOLES BEHIND PARKING LOT Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent. 2. Lighting must be Installed so as not to produce glare onto neighbors and roadway. 6J -(A) -5A I 63-((5))-(1)-6 WARREN 0. GRUFF RAYMOND M. CRITSKO, ET UX 1010010676 I 08 918, PG 177 ZONED: RA ZONED: RA USE RESIDENTIAL / I \ USE: RESIDENTIAL E: 1 / N 29'45'35' W - 76705' 288-(2)-1 /' / r SPl(LWAY i / RISER HUNTLEY FINCH, IT UX // — _- _ _ _ _ fL�'�-i/ _ h°lh�812.66' JOI0002546 ( -INV-81T43' — ' � /— \ \ \ 50' B.R.L \ I ZONED LRN USE RESIDENTIAL _ , _ - SWU POND 91111 _ / I I288-(2)-2 PAUL BROWN ET UX DB 161, PC 774 ZONED: LR USE. RESIDENTIAL 6?0 288-(2)-3 \ / / \ \\ \ I , J 822 CARRINGTON S. COBBS I DB 227, PC 415 ZONED: LR 1,\ USE: R£SIDENT1Ah m TO 1 268-(2)-4A 1 CHARLES E JETER I DB 178, PG 628 ZONED.: LR USE: RESIDENT\AL KENN€L \ I I I vmw s ttmrc tars N 29'45 ' W ' �—mQ a� w =rz=r— r/ ---s— s—r�l� I 'O I r { r , I I I \ \ A3A/R£Nf DRl (PRIVATE) EX 20' CASL f EA,arc-s-82 cxywtx ❑ t 1 \ 1 \\ /! ' - \ l2' &S M1�IN f oc�r as.3sm S' 1 '45 -294. L V=876.0' I l J I HfD I l � \ � rlp�e a F PP UY 11 � � �..-� I I 1 289-(5)-5A ARTHUR G. FISHEL, ET UX $ PC 285 DB 17NV=816. ~~ e \ ? I I I I I L 7, p ` ` ZONED: LR 1 I I 1\ -nit {I I I I I x I I 1 =_rl_ U�t--y- RESIDENTIAL \ \ / \\ ` ILL Il t Ll _L '1 -_ f � L � I289-(5)-6 DOING VAN RUBE, ET UX GRAVEL ROAD f 1 1010001734 ZONED: LR 1 USE RESIDENTIAL I ti \ \ \ \ / / / r CUY cam♦ gl \ \ \ /� T / � �_/ 63-((5))-(I)-7 JOHN KRUEGER DB 825 PC 683 ZONED: RA USE RESIDENTIAL 1 \ WILLIE McLAURIN, JR 1 \ \ DB 701, PG 20 \ \ \ ZONED: RA 1 \ I \ USE. RESIDENTIAL 1 � / 111 111 I I \1 \ 1\ \ \11 � / S 34,�,— R+ I I I 11 c /! VII'O PARSONAGEEEY' SHED ' ORLI ' E5 289-(5)-7 \ \\ ! / SHED \ \ LANCE D. RUSH, ET UX II \ \ _ DB 282 PC 1025 1 \ ` \ \ \ 50' 0' S0' ZONED. LR \ ,-�- I - - \ \ \ \ USE RESIDENTIAL \ j�� s \! \ O\ % 'l. �5- �. \ 1 �� \ GRAPHICSCALE o"�iPof` GREYSTON£ PROPERTIES, LLC 11040001025 S �,. 36• E - 797.4 - _ cy 00` r I ZONED: RP 2W. NE -75 `ryq?oy\ \ 1 5 4256' USE RESIDENTIAL STEVEN W. NEWCIN, ET UX %/. OB 178, PC 515 \\ \ \ \ ZONE cw USE RESIDENTIAL 4 ' WESTRIDGE LOT 74 DONALD 0. SOWERS, / ET UX / DB 304, PC 204 ZONED: LR \ USE. RESIDENTIAL / \\ WESTRIW'- LOT 73 J9MES R. ANNABLE \ % 1/010002121 \ ZONED IR\\ o4,\y� � USE R£SIDENRESIDENTIAL\ \ \� \L SSMH EpSE0 5 RIM=81 � INV=81 and Signatures BENJAMIN C. y MONTGOMERY No, 030342 i No, 1518-B t J11 7/0 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OFFREDERICKAND CITYOF WINCHESTER STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. ■ C w 0 c 2" OF SM -2A V O �$ � C Z UI ry O Lug. a u z � 6' OF 21-8 COMPACTED TO y Ln 959 DENSITY I g Ir y 0 & COMPAC ED£ TO 95% DENSITY 0 i 3 LU (CBR -6 DESIGN) a . I ENTRANCE TO C I ZARENI DRIVE M q�T I I INSTALLED SPRING OF TYPICAL PAVEMENT SECTION o c U 2002KNOLL N N O I, CONSTRItl�TION 4" OF 3000 PSI CONCRETE W/ ' FIBER 3 -9 0 4" OF 21-8 COMPACTED TO t� - 959 DENSITY SUBGRADE FREE OF ORGANICS iI I y I —SIGN J- & COMPACTED TO 959 DENSITY TYPICAL SIDEWALK SECTION -- I I I J` 8' OF 3000 PSI CONCRETE W/ WOVEN WIRE REINFORCEMENT 0 0 8" OF 21-8 COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY II TYPICAL DUMPSTER SECTION I I� 4' ARM 400 WATT LIGHT 20'POLE MINIMUM SPACING WHEELBLOCK 3'-0" TYPICAL INSTALLATION OF LIGHTPOLES BEHIND PARKING LOT Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent. 2. Lighting must be Installed so as not to produce glare onto neighbors and roadway. 6J -(A) -5A I 63-((5))-(1)-6 WARREN 0. GRUFF RAYMOND M. CRITSKO, ET UX 1010010676 I 08 918, PG 177 ZONED: RA ZONED: RA USE RESIDENTIAL / I \ USE: RESIDENTIAL E: 1 / N 29'45'35' W - 76705' 288-(2)-1 /' / r SPl(LWAY i / RISER HUNTLEY FINCH, IT UX // — _- _ _ _ _ fL�'�-i/ _ h°lh�812.66' JOI0002546 ( -INV-81T43' — ' � /— \ \ \ 50' B.R.L \ I ZONED LRN USE RESIDENTIAL _ , _ - SWU POND 91111 _ / I I288-(2)-2 PAUL BROWN ET UX DB 161, PC 774 ZONED: LR USE. RESIDENTIAL 6?0 288-(2)-3 \ / / \ \\ \ I , J 822 CARRINGTON S. COBBS I DB 227, PC 415 ZONED: LR 1,\ USE: R£SIDENT1Ah m TO 1 268-(2)-4A 1 CHARLES E JETER I DB 178, PG 628 ZONED.: LR USE: RESIDENT\AL KENN€L \ I I I vmw s ttmrc tars N 29'45 ' W ' �—mQ a� w =rz=r— r/ ---s— s—r�l� I 'O I r { r , I I I \ \ A3A/R£Nf DRl (PRIVATE) EX 20' CASL f EA,arc-s-82 cxywtx ❑ t 1 \ 1 \\ /! ' - \ l2' &S M1�IN f oc�r as.3sm S' 1 '45 -294. L V=876.0' I l J I HfD I l � \ � rlp�e a F PP UY 11 � � �..-� I I 1 289-(5)-5A ARTHUR G. FISHEL, ET UX $ PC 285 DB 17NV=816. ~~ e \ ? I I I I I L 7, p ` ` ZONED: LR 1 I I 1\ -nit {I I I I I x I I 1 =_rl_ U�t--y- RESIDENTIAL \ \ / \\ ` ILL Il t Ll _L '1 -_ f � L � I289-(5)-6 DOING VAN RUBE, ET UX GRAVEL ROAD f 1 1010001734 ZONED: LR 1 USE RESIDENTIAL I ti \ \ \ \ / / / r CUY cam♦ gl \ \ \ /� T / � �_/ 63-((5))-(I)-7 JOHN KRUEGER DB 825 PC 683 ZONED: RA USE RESIDENTIAL 1 \ WILLIE McLAURIN, JR 1 \ \ DB 701, PG 20 \ \ \ ZONED: RA 1 \ I \ USE. RESIDENTIAL 1 � / 111 111 I I \1 \ 1\ \ \11 � / S 34,�,— R+ I I I 11 c /! VII'O PARSONAGEEEY' SHED ' ORLI ' E5 289-(5)-7 \ \\ ! / SHED \ \ LANCE D. RUSH, ET UX II \ \ _ DB 282 PC 1025 1 \ ` \ \ \ 50' 0' S0' ZONED. LR \ ,-�- I - - \ \ \ \ USE RESIDENTIAL \ j�� s \! \ O\ % 'l. �5- �. \ 1 �� \ GRAPHICSCALE o"�iPof` GREYSTON£ PROPERTIES, LLC 11040001025 S �,. 36• E - 797.4 - _ cy 00` r I ZONED: RP 2W. NE -75 `ryq?oy\ \ 1 5 4256' USE RESIDENTIAL STEVEN W. NEWCIN, ET UX %/. OB 178, PC 515 \\ \ \ \ ZONE cw USE RESIDENTIAL 4 ' WESTRIDGE LOT 74 DONALD 0. SOWERS, / ET UX / DB 304, PC 204 ZONED: LR \ USE. RESIDENTIAL / \\ WESTRIW'- LOT 73 J9MES R. ANNABLE \ % 1/010002121 \ ZONED IR\\ o4,\y� � USE R£SIDENRESIDENTIAL\ \ \� \L SSMH EpSE0 5 RIM=81 � INV=81 and Signatures BENJAMIN C. y MONTGOMERY No, 030342 i No, 1518-B t J11 7/0 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OFFREDERICKAND CITYOF WINCHESTER STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. ■ C w 0 c W i^ I^ i^ Q o rn 0 v` I`om DATE: IAN. 19, 2005 SCALE: i" = 50' FILE NO. 0019 SHEET 2 OF 5 U) V O � � C Z UI ry O y a u z � Q Ln C h y 0 0 0 a C M C o c U N N O V) -9 1 3 t� W i^ I^ i^ Q o rn 0 v` I`om DATE: IAN. 19, 2005 SCALE: i" = 50' FILE NO. 0019 SHEET 2 OF 5 U) Oz G Z UI z ¢ z a z 3 w O z = N a u z W i^ I^ i^ Q o rn 0 v` I`om DATE: IAN. 19, 2005 SCALE: i" = 50' FILE NO. 0019 SHEET 2 OF 5 E; P E7 63 -(A) -5A I 63-((5))-(1)-6 1,265galkau I 1'165ge1/ona J _ _ _ _ L _ _ - _ N Br. bwtBom WARREN . GRUFF RAYMOND M. GRLTSKO, ET UX v r 5 v l- I smrave rank 1/010010676 I DB 918, PG 177 4,42' = 4.41' _ _ - - - - - - - - - a 4.T I ZONED: RA RA O� E$ _ I I I USE., RESIDENTIAL / ZONED: v USE RESIDENTIAL 32 I 1 kk. Inlet from Bldg = 4.5' I I I I I I - - - - � � - � \ EI N 294535" W -767.05' 1 1 Ek. OUdet to Alarm Tank = 4.42' \ �- ' } \ �� I I I I High water—mmi =1.85 I / - -SPILLWAY I I I 288-(2)-1 i -.� g` I I I I 1 I 530 gallons I I HUNTLEY FINCH, ET UX — — . — _ . — — . EL= � — 1P/A�8f266'���— 1 _ / _ — I — — O %V a 8 1 Z010002546 / — ' '`- — ONED: LR / 1 (/ \ \\ \\ 50' L1R.L. \ \ \ —� — c.�` 6 c ' New Tank - - - - Ez Tank — — J — I — — Ex. T 3. ank- - �� I USE.• R£SlDfNBAL / _ - - - - \\ \\ 1\ SW Pow '� ��•���� �,� /��,.� /�0,� /'��,..,_ /��,� /��,� ^�,� /'� � I / � � \ I � ¢12 _ I I � ( 63-((5))-(U-7 JOHN KRUEGER 288-(2)-2 I ` VI t V �/ i / 1 DB 815, PC 683 , / / n•r►w'roel ZONED: RA PAUL BROWN ET UX 7 USE'' RESIDENTIAL Current Capacity is 160 people + an additional 80 people = 140 people �, 1 ,. OB 181, PC 774 �'�� 1 / // / �� �— ,�L_ 'w 240 x 5 gallons/person = 1,200 gallons each Sunday (Theaters, Churches, etc.) I ZONED: LR � � � • \ 7-•-�-•-•- Tota/ Tank Capacity = 3 060 gallons USE. RESIDENTIAL I / / / / / ` e.-- 1 / P tY - r 9 1 Parking Additional 816 gallons available atter alarm 2 3 , - / , / , �a Phase 2 g o C n1 0 288-(2)-3 \• 2 , O Pump & Haul Tank Detail CARRINGTON S. COBBS\ U DB 227• PG 415 01 ZONEDLR �o.. USE, SEAT I� E. RESIDENTIAi\—STORY J / 8 °d pt E 00 $ O e$ FF 25e�7oor .00' A C_ o 19,600 sf p Ct 7 ,gyp •�, 288-(2)-4A I o 1 CHARLES E. JETER \6 ur \ / 1 _ - _ \ i r4 2 3 g DB 178, PC 628 _ - a 7 -- A e• L \ ��Cpp o Ems' ENTRANCE TO ZONED: LR \ _ r ! �? •a d \ \ J C9 a NAZARENE DRIVE I US[ RESIDEN�LgL x I I INSTALLED SPRING OF \ f J ...... _ .. :.- I• 2002 BY PINE KNOLL I KENN-I \ I Parking sv ` " 'a / \ , Entrance Improvements v� CONSTRKT/ON POOL 1 1 \ Phase ssssaarr a .a V © Ir \ \ I \ See sheet 5 for entrance improvements. The I \ \ 1 V \ —"sr aat • { S+ \ S '-' LP existing entrance will remain unchanged for \ / \ N 29'45\ " W - 294.43' 1 \ Waterline �• t •� �*.p�+Vpnpse 1 Parking ® \ IV \\ \ Phase 1. The Improvements shown on sheet 5 13 i _� -'� Phase 1 I Phase 2 must be constructed during Phase 2. I 1 pR 2O' TERLI�EfM V _•_•-�•-•_ ® _®�.' { V ar• I / \\ / \ MgI =rte -x �- ti----,--a—Z�a-- •—a_14 { lir .•� otw(PRIVATE) r - e e ' ----- I /^ \ l �'• I \ I \ / 1 _a--- -------- -- —1 1 rF-42200I I 20" GAS[ EEA MENT Q I- t' c 245 f - 294.38 r �(„ 771 mco I �l" \ l L \ •%`- I // /i \� `e l F87pp rex f i �{ •.�� _ WILLIE MCLAURIN, ✓R i I 1 289-(5)-5,4 // I I I \\ \^ f I,r Q. I I 0 , \ \ \\ DB 701. PG 20 Ill__,,JJ k\ Im W i.'.' \ ZONED: RA ARTHUR G. FISH£L, ET U/( I ) ; \ v I , I ' \I \ I \ USE., RESIDENTIAL 1 INV --816. \ a sr OB 177, PO 285 1 I l \\ P9rking / �b 1 I ZONED: LR \ I I I \ \ \ \\ ` Phpse 2 USE, RfSlDENT(AL .� T 1 \ rA ® I Property Use NoteX1(1 �LL�� 1 ll _LC� \ I 1 1111 1 ® The existing use and the use of the additions are Intended Sunday services, i I 8 I B7o �6 special event, and Holiday services with Sunday schools and church offices. These additions are not Intended for weekday schools or other weekday I I I Pi accessory uses. When Phase 2 Is constructed, the existing sanctuary and Phase 1 addition will be converted to Sunda School classrooms and church I 289-(5)-6 Sunday DONO 10 RUL 17 ET UX I _ - offices. Any change from these uses must be submitted to the Planning y I � \ \ Ory / GRAVEL lUAO 34 Departments In the City of Winchester and Frederick County for approval. i ZONED: LR USE.' RESIDENTIAL I �+,� I \ 1 \ \ / / / /3GUY 825 825 \� ISI I \\\ \\ \\ \\\ I//6/ 7/ % ///I �`'t_/�•,,�1 ��A 820 815 810 1 coGy` (N I i\ \\. \\ \\ ' PARSONAGE / 801 820~ 289-(5)-7 SHED � ♦ II \ \ \ I Y�� � LANCE D. RUSH, ET UX OB 282, PC 1025 \\ ' 1 \ - - \ \ \ \ \ 50' 01z w O U ZONED LR 815 USE' RESIDENTIAL GRAPHIC SCALE 2 w 63-(A)-3 {~j1 a Z U oy\\V '• PROPERTIES, CCC' 7 g74GR£YSTONfX040001025% 421536and Signatures >289ZONEDRP Q7 Z 15 810 STEVEN W. NEW[lN, ET UX 22\\ �„ \ USE: RESIDENTIAL ; �3 OF 178, PG 515 \ \ \ a p w w ZONE LR eN Sanitary Sewer [Note HOF LTH OF o a USE RES/DENT64L � i' ��� � � L'1,P EP L" WESTRlg6� LOT 73 fA � Q � \ This Church operates on a Pump B Haul system. The installation and C (, \ This was Performed In 2002. An adldltiona/ tank will be added to x14 _J04fS R. ANNABLE \ ��• accomodate the 3,762,5 sfaddition. The proposed 19,600 sir addition with BENJAMIN C. y�d W o 0 0 0 x`010002121 \ � C}� 800 seat capacity can not be constructed without a direct connection to MONTGOMERY 0+00 0+50 1+00 1+50 2+00 2+50\ ZONfO.' LR \\ 'sgj� public sewer. A sewer plan must be submitted and approval will be required No. 030342 No. 1 18-B WESTRIDGE - LOT 74 USE RESIDENTIAL \ � ��..,, from the public facility prior to construction of the 19,600 sf addition. OT DONALD 0. SOWERS, \\ co- �`Yil�b� -P Storm Sewer Profile / £7 UX \ \ \ i Department of Inspections Note SIONAL EN / 9IO $UR, Ej / DB 304, PG 204 / \ �!4. SSMH DATE: JAN. 19, 2005 Hor. 1 °=50' Ver. 1 "=5' / ZONED: N T / RIM=814.2' Additions shall comply with the Virginia Uniform Building Code and Section 303 use THESE PLANS ARE IN CONFORMANCE WITH COUNTYSCALE: _ USE. RESIDENTIAL \\ ZO SAN11�E�MR \ \V=810.2' group A (assembly) A117,1of the -98 Usable aternational ndAccessible BuCode ildings and Faci 00. Other Ries•that apply are O AND ORDICKAND NANCES, CITY C ANGE INS FILE NO. 1 0 19 �5 ��- .� \\\� G Please note section 3408.6 IBC for Additions and Renovations (ADA 20%) for accessible THESE PLANS SHALL BEAPPROVED BY THE ZONING upgrades. Ali required egress shall be accessible and 50% of entrance doors. ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 3 OF 5 240OF 15" S PIPE 0 0.5 SLOPE �",� ice„ :• � �$ o S" 03 $� coGy` (N I i\ \\. \\ \\ ' PARSONAGE / 801 820~ 289-(5)-7 SHED � ♦ II \ \ \ I Y�� � LANCE D. RUSH, ET UX OB 282, PC 1025 \\ ' 1 \ - - \ \ \ \ \ 50' 01z w O U ZONED LR 815 USE' RESIDENTIAL GRAPHIC SCALE 2 w 63-(A)-3 {~j1 a Z U oy\\V '• PROPERTIES, CCC' 7 g74GR£YSTONfX040001025% 421536and Signatures >289ZONEDRP Q7 Z 15 810 STEVEN W. NEW[lN, ET UX 22\\ �„ \ USE: RESIDENTIAL ; �3 OF 178, PG 515 \ \ \ a p w w ZONE LR eN Sanitary Sewer [Note HOF LTH OF o a USE RES/DENT64L � i' ��� � � L'1,P EP L" WESTRlg6� LOT 73 fA � Q � \ This Church operates on a Pump B Haul system. The installation and C (, \ This was Performed In 2002. An adldltiona/ tank will be added to x14 _J04fS R. ANNABLE \ ��• accomodate the 3,762,5 sfaddition. The proposed 19,600 sir addition with BENJAMIN C. y�d W o 0 0 0 x`010002121 \ � C}� 800 seat capacity can not be constructed without a direct connection to MONTGOMERY 0+00 0+50 1+00 1+50 2+00 2+50\ ZONfO.' LR \\ 'sgj� public sewer. A sewer plan must be submitted and approval will be required No. 030342 No. 1 18-B WESTRIDGE - LOT 74 USE RESIDENTIAL \ � ��..,, from the public facility prior to construction of the 19,600 sf addition. OT DONALD 0. SOWERS, \\ co- �`Yil�b� -P Storm Sewer Profile / £7 UX \ \ \ i Department of Inspections Note SIONAL EN / 9IO $UR, Ej / DB 304, PG 204 / \ �!4. SSMH DATE: JAN. 19, 2005 Hor. 1 °=50' Ver. 1 "=5' / ZONED: N T / RIM=814.2' Additions shall comply with the Virginia Uniform Building Code and Section 303 use THESE PLANS ARE IN CONFORMANCE WITH COUNTYSCALE: _ USE. RESIDENTIAL \\ ZO SAN11�E�MR \ \V=810.2' group A (assembly) A117,1of the -98 Usable aternational ndAccessible BuCode ildings and Faci 00. Other Ries•that apply are O AND ORDICKAND NANCES, CITY C ANGE INS FILE NO. 1 0 19 �5 ��- .� \\\� G Please note section 3408.6 IBC for Additions and Renovations (ADA 20%) for accessible THESE PLANS SHALL BEAPPROVED BY THE ZONING upgrades. Ali required egress shall be accessible and 50% of entrance doors. ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 3 OF 5 EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade Is reached on any portion of the site. Temporary soll stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant Is responsible for the temporary protection and permanent stabilization of all soll stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover Is achieved that Is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that Is comprised of flow from drainage areas greater than or equal to three f sediment basin shall be 134 cubic acres shall be controlled b a sediment basin. The minimum storage capacity o a sed Y 9 , CY yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefflclents used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin /s utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem Is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel flume or slope a drain structure. P 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. Ali storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. c or pipes are made operations., adequate outlet protection ZS.Before newly constructed s[ormwater conveyance channels p p p q and any required temporary or permanent channel lining shall be installed In both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures /f armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice In any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged In a manner that does not adversely affect flowing streams or off-site property. d. Material used for backfilling trenches shall be property compacted in order to minimize erosion and promote stabilization. e. Restabilizatian shall be accomplished in accordance with these regulations. regulations shall be com f.Appllceble safetyfled with. p 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment Is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment Is removed in this manner. This provision shall apply to Individual development lots as well as to larger land -disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation, 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration In accordance with the following standards and criteria: RUNOFF WITH SE GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER 18' MIN. SPECIFIC APPLICATION GRAVEL (12'MIN. DEPTH) FILTERED WATER MESH THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE NIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #'3. $357 OR /5 COARSE AGGREGATE. VA. DSWC PLATE. 3.07-2 E & .S CONTROL NARRATIVE Project Description This site is located on the north side of Middle Road (Route 628) in Frederick County and adjacent to the boundary of the City of Winchester. The purpose of this development for the construction of additions to the Church and also the required parking and drive aisles. Existing Site Conditions The site was developed in the spring of 2002 and contains a Church and a parsonage. A stormwater mangement pond Is In place the rest of the site is grassland and brush. Adjacent Parcels The adjacent parcels are residential uses. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows Frederick-Poplimento foams classiflel as #14B & #14C. This soil is predominately dark brown loam and offers 'moderate' erosion hazards. Topsoil on this site Is reported to be 7" thick. Erosion Control Program ogram IS Install construction entrance with wash rack . Install wire supported silt fence . Install culwerts outlet protection • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES -1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations g ES -2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement ofland disturbing activity, and one week pnor to the final inspection. - erosion and sediment control measures are to be /aced ES 3. All eros n e p prior to or as the first step in clearing. ES -4. A copy of the approved erosion and sediment control plan sha# be maintained on the site at all times. ES -5. Prior to commencing land disturbing activities In areas other than imdicated on these plans (including, but limited to, off-site borrow or waste areas), the contractor shall submit a supp/ementavy erosion control plan to the owner for review and approval by the Plan approving authority. ES -6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES -7. Ail disturbed areas are to drained to approved sediment control measures res at all times during land disturbing activities and during site development until final stabilization Is achieved. ES -8. Dunng dewatering operations, water will be pumped into an approved filtering device. ES -9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures dmnng the construction process, within reason to ensure adequate protection to the public and environment. OUTLET PROTECTION �_-5P2LWAY i _ RISER EG87'T. %i/ nµ 812.66' sw FM \ SB if i bO SEAT SAAGr! l / / OP \ IVO --STORY I/ _r I I I I I CULVERT SIZE 0^' 10 -YR WIDTH A APRON LENGTH WIDTH B STONE AREA ! 1'! •!KM•;M1:M1:� Storm Sewer Outlet 15 7.7 cis 3.8 10 11.5 6 8.5 s STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) 1. SET Po IND DGVATE A AMA• 1 STNIE Rs RNCNS TO THE nSTS. m wx I �� TRE R SGSILPE H TIE UK RO.D FnrET amx� r wx, l A I �� �, ptl1 SIDE ELEVATION rz . IIIIIIIIII Piil cNirw FLOOW I. AMA ME M.M FABRIC 70 ME Wird .. WWx Ito C PI TIE FENCE ANO D D IF I170 TIE MUIN . DCAVAIFD SCR, DfENSCn' OF FI&M. /ND MIRE INTO TE TENCH. mrc FABIM(. II Im N 29.4535' W - 767.05' � \ \ 50' RR. �x 1 SILT ff WITH WIRE SUPPORT \+\ / 11 I I \+ \ 19,600 sf peer froor \ PH45E 2 •- s \ /P Win - 1 n YI 'lati �?2 1 \ J 7R.11. t 20 S22 I \J J _ CE ad m I L �t-- L -� \ \ 4 \ \ I 0 � OLL �m o O � 8 v Z aQ O A� o R E C � P n 0 I V v 0 z � � K CLL C N � C Ir, h 03 U � C O C o 0 ) 0 U) w� o 61111 p CD ca J 17I I L� 0. Lar`^( 10 i' ' SFr \\ 1 I^\ 16.0' ASR f I 1 \ PP U �-' � � ✓�. fA �� c� s Wap'.. '. Ft -.1 I 1.�.�. .�•. `� \\\ \ \\ 1A L �`��LLLLLLL�Lll W� '�1 / �F 1 GRAVEL ROAD / GUY \\ \\ \ I PAWL/0PARSONAGE \� \\ SHED I \y 50;'� \SHE9\ -- SILT FENCE CULVERT INLET PROTECTION Ln,�d�I�rMnDW OPTIONAL STONE COMBINATION Y IC I.E' Na D� // Ex 'poor a rA i E oft /v ma�E _ um I swr ro su w • xadEVIDE ' MAd Nu WYdTA as nw a ExAEcan 50® , FLUE 318-1 SOURCE: ADAPTED from VDOT Standard Sheets and Vo. DSWC gSAPI cw. 3.08-1 INLET PROTECTION NOTE: SILT FENCE USED AS INLET PROTECTION IS NOT ALLIOWED IN FREDERICK COUNTY. CONTRACTOR MUST INSTALL THE OPTIONAL. STONE ARC AS SHOWN. Seeding Schedule (ver section 3.31 of VESH 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre), 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10% Annual Rye, 1096 Foxtail Millet and 5% Red Clover at 200 lbs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. and Signatures BENJAMINC. y $ G(�Cby MONTGOMERY No. 030342 �"� T No��7�Bt THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK AND CITY OF WINCHESTER STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE M THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. `Uj C N¢ Qz �s I2t¢ s Z W U°s wOZV � tiO3¢r � LL W z 2 TO WUez Oti W Z O H w V Jn V to u O ti 2 W 10 4 at n Pn=n-•:y!•!LMLMI;M•:M•:M• ! 1'! •!KM•;M1:M1:� � y! In In of In rM•i, � � � � �T �j O M -\ N .::� :i,:.i:. i:`vi:•i.`ii i ��i :moi :�.^i?�::c� ...•t•�•j•z.tr•r•a.e..r.• Is FLOOW I. AMA ME M.M FABRIC 70 ME Wird .. WWx Ito C PI TIE FENCE ANO D D IF I170 TIE MUIN . DCAVAIFD SCR, DfENSCn' OF FI&M. /ND MIRE INTO TE TENCH. mrc FABIM(. II Im N 29.4535' W - 767.05' � \ \ 50' RR. �x 1 SILT ff WITH WIRE SUPPORT \+\ / 11 I I \+ \ 19,600 sf peer froor \ PH45E 2 •- s \ /P Win - 1 n YI 'lati �?2 1 \ J 7R.11. t 20 S22 I \J J _ CE ad m I L �t-- L -� \ \ 4 \ \ I 0 � OLL �m o O � 8 v Z aQ O A� o R E C � P n 0 I V v 0 z � � K CLL C N � C Ir, h 03 U � C O C o 0 ) 0 U) w� o 61111 p CD ca J 17I I L� 0. Lar`^( 10 i' ' SFr \\ 1 I^\ 16.0' ASR f I 1 \ PP U �-' � � ✓�. fA �� c� s Wap'.. '. Ft -.1 I 1.�.�. .�•. `� \\\ \ \\ 1A L �`��LLLLLLL�Lll W� '�1 / �F 1 GRAVEL ROAD / GUY \\ \\ \ I PAWL/0PARSONAGE \� \\ SHED I \y 50;'� \SHE9\ -- SILT FENCE CULVERT INLET PROTECTION Ln,�d�I�rMnDW OPTIONAL STONE COMBINATION Y IC I.E' Na D� // Ex 'poor a rA i E oft /v ma�E _ um I swr ro su w • xadEVIDE ' MAd Nu WYdTA as nw a ExAEcan 50® , FLUE 318-1 SOURCE: ADAPTED from VDOT Standard Sheets and Vo. DSWC gSAPI cw. 3.08-1 INLET PROTECTION NOTE: SILT FENCE USED AS INLET PROTECTION IS NOT ALLIOWED IN FREDERICK COUNTY. CONTRACTOR MUST INSTALL THE OPTIONAL. STONE ARC AS SHOWN. Seeding Schedule (ver section 3.31 of VESH 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre), 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10% Annual Rye, 1096 Foxtail Millet and 5% Red Clover at 200 lbs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. and Signatures BENJAMINC. y $ G(�Cby MONTGOMERY No. 030342 �"� T No��7�Bt THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK AND CITY OF WINCHESTER STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE M THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. `Uj C N¢ Qz �s I2t¢ s Z W U°s wOZV � tiO3¢r � LL W z 2 TO WUez Oti W Z O H w V Jn V DATE: JAN. 19, 2005 SCALE: 1" = 50' FILE NO. 0019 SHEET 4 OF 5 to u O ti 2 W 10 4 at n Z 3 WUM gccSic pJ x In [C a U w N y! In In of In Q O M P N DATE: JAN. 19, 2005 SCALE: 1" = 50' FILE NO. 0019 SHEET 4 OF 5 CITY OF WINCHESTER, VA JAN. 19,2005 DEPARTMENT OF PUBLIC UTILITIES 1" = 50' rmav 0019 IkLkLF OF 5 ppPp. K Ir• Y T WY pc "�Yai_ PfBYO I(E Y2 bt NE IMCV( .@IM' IWI®_aYpl.V9p90M,1IR14 T. C,rp NY aYRp KP.�pil_�6iAlp1 YailaipWOR .KIpGOipY aKNlp. NOmpO NOSZ DWKY6 /M MMa[M1 MEbt HK6 „� _ II 1/411M wg r u - a STANDARD CONCRETE THRUST BLOCKING DATE: 9/01 DETAIL N0. SCALE: NONE WD -12 825 CITY OF WINCHESTER, VA WTMENT OF PUBLIC UTILITIES K awG nrwsPcv+m ,K.Y 6�r .Oi K MK V K,R pae.rDi rKsmes�4mo n lKnnLL M fYL t u® a n wn�e r oao Kan wwY .rtia. DARD DARD BEDDING DE AIL NO. I OUTSIDEATRACALE:ARJEASE(P CNOR DIP) GATE: 9/01 825 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES • aO[ K➢6G tl1Y O m4 rt K,L S NpW nl.�o� ala K arty, O K Aa m Kww ism aaiw v� axanaD,K VKa Kn a. rmawaa pWLL A�Px® a�Y OO w nw.w STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP) WS - 2 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES NE IfIDRN!! SIWL BE IR!lilt IIDDEL i RE4MpR4 sARu a x REG-wc EURD1s I 4 - Irr SIIFNER WZE E SIViL FK ME R AY e - D m ". Ip N. /5D S E WND WE —/ f 15• DK GrER I15 RT R V;TER IPPRO.ID RFOE NYDNNT z X115 � V•,LVE Sox M STANDARD. Ap I FIRE HYDRANTINSTALLATION DATE: 9/01EIL E: NONEI GTE VKVE NYgEW m I CITY OF WINCHESTER, VA 11YIGL RL'S1uENT Sur V&W INSTu WN: DEPARTMENT OF PUBLIC UTILITIE wLK BDx .,ru 9oar 4Wt i c.Vt! mttl vA4,2 box DON+ vuu K NnIfFD Yulm' NV.Y£ TDP gW1 DD AWER 'MIR EMGNm OWE 1!' A 1!' WMAf1D PIO 9W1 K gM.(D.V D NLL,E BJY6 IgATFO WISIDE Df PufIIFH! IPFAR 1L,LYE 90N SIWL ESNfM il'PE PM .NXSN[IN m C.. MECW IM JEW iR1WG5 MD PVE RESIPAMIED W MW YEW -WG M3MMNNG EWIGES TYPICAL VALVE & BOX INSTALLATION DETAIL N0. SCALE: NONE WD- 9 A1. GRADE 820 -- OP SED 820 `•. I � lay 815 _ - -" -- MINIMN _ 815 I—"_-----�� EXISTING GRADE MaNtNN 3' Cr 5q D.I.P. I �+ DdSS 367' DF 6' 810 810 288-(2)-4A �u o 2 0 3 CHARLES E JETER KENNEL DB 178, PC 628 —_ �.. __ _ ;•r:: ZONED: LR POOL 0 0 y e 4 I I USE. RESIDENRA( ><� herd I5"01P as necessary s 4 Instal/ (2) Swrl& Maples (Street Trees) `� 22 Q2 dWO �� •• YEE5 m Vm� Y� x pLy —.—__ M P T O m C�T 2 3 r• tlI �� w w w w w W 1� I I I I I I I I m9I y a I V C M A*, + M "� PP Existifigi acro entrance to re s den to 30' In width with tum lanes Light -shaded striping to be provided to accommodate Increased tretBc load created by Phase 2. 0+00 0+50 1+00 1+50 2+00 2+50 J+00 J+50 4+00 by others as shown on plans for Victory Church. Do — SIGN Water Line A Profile Darker striping w/I/be provided by hi G—GS—GS—fK— —Ott—GS�GS—E,S-4�—W—GS-4vS—GC—GS—GIS—Oat-6aS—GS—L cv the Church of the Nazarene during , Nor. 1"_50' Ver.1 "=5" Phase 2 construction. 2 _ 825 825 Entrance Improvements I• I \ 289) -SA fie existing entrance will remain unchanged l I ARTHUR28C9 FI$HEL, ET UX 820 '- 820 for Phase 1. The Improvements shown must pyy I ...: DB 177, ZONED: L 285 be constructed during Phase 2. •4 " I I l I USE REDENTIAL Exisn GRADE _ _ � � 815 _-,— -- _ -- 815 C I i JI ROPDS£D CRA E The dot -shaded area denotes future 1 �' road widening provided by others. z See site plans for Overlook at 810 NTA/N 3" Of C VER MINIMUM 810 Rolling Hills by Bowman Consulting, Woe 0 .' I 1' OF 8" CLAS 52 DIP. 805 °i i c5 2 m m>`" 805 2 p� V O e ^Om ati' 01 O O �n N •i M <n {' 0+000+50 1+00 1+50 2+00 2+50 3+00 3+50 •w i GRAPHIC SCALE f•, I .. _. Information on this sketch has been Provided by Bowman Consulting from the Water Line B Profile site plans for Overlook at Rolling Hills. Hoc 1'_50' Ver. 1 n=5" LLJ Lli Cr LU �Qz i ZLu�s �s t� a Public Utility Notes: 1. Only City of Winchester personnel may L, b.4 - operate operate water valves" 3 ¢ w W S OW W 2. Utility availability fees are applicable. i W e O x 3. As -Built drawings are required to be i U a submitted to the City of Winchester Department 4 of Public Utilities before the waterline shall be approved for use and activated. t� 4" Contractor must have the waterline as -built U by a Licensed Land Surveyor prior to back -filling any lines. z 5. Buildings will be constructed in phases, w however, all site work including utilities shall be 2 z u w Installed as part of phase one. m ° w is and Signatures i W<=W w3oo a wa 4 p1OFM >V) 16 ss��s° BE JAMIN C. ? `� fir// s MONTGOMERY v ^' g y <L o\ o pO No. 030342 �u,� No. 1518- . . . i s a m n m THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK AND CITY OF WINCHESTER STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION" DATE: JAN. 19,2005 SCALE: 1" = 50' rmav 0019 SHEET 5 OF 5 Ir• mir 'id� .M1a" A 1 � �WIMIfOYi Af RN.'�MN !Y6 r u - a STANDARD CONCRETE THRUST BLOCKING DATE: 9/01 DETAIL N0. SCALE: NONE WD -12 825 CITY OF WINCHESTER, VA WTMENT OF PUBLIC UTILITIES K awG nrwsPcv+m ,K.Y 6�r .Oi K MK V K,R pae.rDi rKsmes�4mo n lKnnLL M fYL t u® a n wn�e r oao Kan wwY .rtia. DARD DARD BEDDING DE AIL NO. I OUTSIDEATRACALE:ARJEASE(P CNOR DIP) GATE: 9/01 825 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES • aO[ K➢6G tl1Y O m4 rt K,L S NpW nl.�o� ala K arty, O K Aa m Kww ism aaiw v� axanaD,K VKa Kn a. rmawaa pWLL A�Px® a�Y OO w nw.w STANDARD STANDARD BEDDING DETAIL DATE: 9/01 DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP) WS - 2 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES NE IfIDRN!! SIWL BE IR!lilt IIDDEL i RE4MpR4 sARu a x REG-wc EURD1s I 4 - Irr SIIFNER WZE E SIViL FK ME R AY e - D m ". Ip N. /5D S E WND WE —/ f 15• DK GrER I15 RT R V;TER IPPRO.ID RFOE NYDNNT z X115 � V•,LVE Sox M STANDARD. Ap I FIRE HYDRANTINSTALLATION DATE: 9/01EIL E: NONEI GTE VKVE NYgEW m I CITY OF WINCHESTER, VA 11YIGL RL'S1uENT Sur V&W INSTu WN: DEPARTMENT OF PUBLIC UTILITIE wLK BDx .,ru 9oar 4Wt i c.Vt! mttl vA4,2 box DON+ vuu K NnIfFD Yulm' NV.Y£ TDP gW1 DD AWER 'MIR EMGNm OWE 1!' A 1!' WMAf1D PIO 9W1 K gM.(D.V D NLL,E BJY6 IgATFO WISIDE Df PufIIFH! IPFAR 1L,LYE 90N SIWL ESNfM il'PE PM .NXSN[IN m C.. MECW IM JEW iR1WG5 MD PVE RESIPAMIED W MW YEW -WG M3MMNNG EWIGES TYPICAL VALVE & BOX INSTALLATION DETAIL N0. SCALE: NONE WD- 9 A1. GRADE 820 -- OP SED 820 `•. I � lay 815 _ - -" -- MINIMN _ 815 I—"_-----�� EXISTING GRADE MaNtNN 3' Cr 5q D.I.P. I �+ DdSS 367' DF 6' 810 810 288-(2)-4A �u o 2 0 3 CHARLES E JETER KENNEL DB 178, PC 628 —_ �.. __ _ ;•r:: ZONED: LR POOL 0 0 y e 4 I I USE. RESIDENRA( ><� herd I5"01P as necessary s 4 Instal/ (2) Swrl& Maples (Street Trees) `� 22 Q2 dWO �� •• YEE5 m Vm� Y� x pLy —.—__ M P T O m C�T 2 3 r• tlI �� w w w w w W 1� I I I I I I I I m9I y a I V C M A*, + M "� PP Existifigi acro entrance to re s den to 30' In width with tum lanes Light -shaded striping to be provided to accommodate Increased tretBc load created by Phase 2. 0+00 0+50 1+00 1+50 2+00 2+50 J+00 J+50 4+00 by others as shown on plans for Victory Church. Do — SIGN Water Line A Profile Darker striping w/I/be provided by hi G—GS—GS—fK— —Ott—GS�GS—E,S-4�—W—GS-4vS—GC—GS—GIS—Oat-6aS—GS—L cv the Church of the Nazarene during , Nor. 1"_50' Ver.1 "=5" Phase 2 construction. 2 _ 825 825 Entrance Improvements I• I \ 289) -SA fie existing entrance will remain unchanged l I ARTHUR28C9 FI$HEL, ET UX 820 '- 820 for Phase 1. The Improvements shown must pyy I ...: DB 177, ZONED: L 285 be constructed during Phase 2. •4 " I I l I USE REDENTIAL Exisn GRADE _ _ � � 815 _-,— -- _ -- 815 C I i JI ROPDS£D CRA E The dot -shaded area denotes future 1 �' road widening provided by others. z See site plans for Overlook at 810 NTA/N 3" Of C VER MINIMUM 810 Rolling Hills by Bowman Consulting, Woe 0 .' I 1' OF 8" CLAS 52 DIP. 805 °i i c5 2 m m>`" 805 2 p� V O e ^Om ati' 01 O O �n N •i M <n {' 0+000+50 1+00 1+50 2+00 2+50 3+00 3+50 •w i GRAPHIC SCALE f•, I .. _. Information on this sketch has been Provided by Bowman Consulting from the Water Line B Profile site plans for Overlook at Rolling Hills. Hoc 1'_50' Ver. 1 n=5" LLJ Lli Cr LU �Qz i ZLu�s �s t� a Public Utility Notes: 1. Only City of Winchester personnel may L, b.4 - operate operate water valves" 3 ¢ w W S OW W 2. Utility availability fees are applicable. i W e O x 3. As -Built drawings are required to be i U a submitted to the City of Winchester Department 4 of Public Utilities before the waterline shall be approved for use and activated. t� 4" Contractor must have the waterline as -built U by a Licensed Land Surveyor prior to back -filling any lines. z 5. Buildings will be constructed in phases, w however, all site work including utilities shall be 2 z u w Installed as part of phase one. m ° w is and Signatures i W<=W w3oo a wa 4 p1OFM >V) 16 ss��s° BE JAMIN C. ? `� fir// s MONTGOMERY v ^' g y <L o\ o pO No. 030342 �u,� No. 1518- . . . i s a m n m THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK AND CITY OF WINCHESTER STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION" DATE: JAN. 19,2005 SCALE: 1" = 50' FILE NO. 0019 SHEET 5 OF 5