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HomeMy WebLinkAbout52-00 Shenandoah Valley Baptist Church (Sanctuary Addition) - Backfile (2)SHENANDOAH VALLEY BAPTIST CHURCH PROPOSED SANCTUARY, GYMNASIUM, AND CLASSROOM ADDITIONS 4699 VALLEY PIKE (U.S. ROUTE 11) BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PROJECT: SHENANDOAH VALLEY BAPTIST CHURCH PROPOSED SANCTUARY, GYMNASIUM, CLASSROOM ADDITIONS & SITE IMPROVEMENTS 4699 VALLEY PIKE COUNTY OF FREDERICK, VIRGINIA OWNER/ SHENANDOAH VALLEY BAPTIST CHURCH DEVELOPER: 4966 VALLEY PIKE STEPHENS CITY, VIRGINIA 22655 (540) 869-4600 Contact: PASTOR ERIC FAREL SURVEYOR: PAINTER-LEWIS, P.L.C.-SURVEY DIVISION 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: MR. ELLIOTT RITCHIE APPLICANT/ PAINTER - LEWIS, P.L.C. ENGINEER: 302 SOUTH BRADDOCK STREET, SUITE 2.00 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 74-((A))-78 SITE AREA: 33.0541 Acres ZONING: RURAL AREAS ZONING DISTRICT RA, RURAL AREAS DISTRICT PROPOSED USE: CHURCH & CHRISTIAN SCHOOL COMPLEX CURRENT USE: CHURCH & CHRISTIAN SCHOOL COMPLEX ZONING REQUIREMENTS: PROPOSED USE: CHURCH & CHRISTIAN SCHOOL COMPLEX SETBACKS: YARD: REQUIRED: PROVIDED: FRONT: 60 Ft. 451.44 Ft. REAR: RESIDENTIAL: 50 Ft. 328.07 Ft. AGRICULTURAL.,: 100 Ft. N/A ORCHARD: 200 Ft. N/A SIDE: RESIDENTIAL: 50 Ft. 192.97 Ft. AGRICULTURAL: 1.00 Ft. N/A ORCHARD: 200 Ft. N/A BUILDING HEIGHT: PRINCIPAL: 35 Ft. (Max.) EXCLUDING SPIRES AND TOWERS SPIRES & TOWERS: See Section 165-24B.(1)(e) DENSITY: OPEN SPACE: NO REQUIREMENT PARKING REQUIREMENT: CHURCH: 1 SPACE PER 3 ea. FIXED.SEATS IN MAIN or ASSEMBLY AREA SCHOOL: 1 SPACE PER EVERY FOUR (4) STUDENTS or INDOOR RECREATION: 1 SPACE PER 150 SQ. FT. OF FLOOR AREA PARKING REQUIRED: CHURCH AREA: 893 FIXED SEATS /3 SEATS = 297.7 => 298 Spaces 7 HDCP SPACES WHICH INCLUDES ONE VAN -ACCESSIBLE SPACE SCHOOL AREA: 400 STUDENTS /4 ea. = 100.0 => 100 Spaces 4 HDCP SPACES WHICH INCLUDES ONE VAN -ACCESSIBLE SPACE INDOOR RECREATION: 26,301 Sq. Ft./150 Sq. Ft.=175.34 =>175 Spaces 4 HDCP SPACES WHICH INCLUDES ONE VAN -ACCESSIBLE SPACE CHURCH: 298 Spaces Required (CONTROLS) 7 HDCP SPACES TOTAL REQUIRED: 298 SPACES LANDSCAPING AND SCREENING: RA DISTRICTS: NO ZONING BUFFERS LANDSCAPING: NONE REQUIRED PROPOSED DEVELOPMENT: SANCTUARY AND LINK ADDITION BUILDING: 17,110 Sq. Ft. ATHLETIC CENTER (GYMNASIUM) ADDITION BUILDING: 22,260 Sq. Ft. PARKING: 519 SPACES PROVIDED (INCLUDES 14 HDCP SPACES INCLUDING FOUR (4) VAN - ACCESSIBLE SPACES) EXISTING SPACES: 139 SPACES (TO REMAIN) PROPOSED SPACES: 380 SPACES (SANCTUARY & GYMNASIUM) BUS PARKING: 18 SPACES PROVIDED PARCEL DEVELOPMENT: 33.0541 Acres DISTURBED AREA: 12.0 Acres REQUIRED OPEN SPACE: PARCEL COVERAGE OPEN SPACE: LANDSCAPING NOTE: PARKING AREAS PROVIDED BUFFER: NONE EXISTING DEVELOPMENT & PROPOSED ADDITIONS CHURCH & SCHOOL COMPLEX: (TOTAL) BUILDINGS: 70,366 Sq. Ft. PAVED AREAS: 284,918 Sq. Ft. WALKWAYS: 19,951 Sq. Ft. TOTAL AREA: 375,235 Sq. Ft. (8.61.42 Ac. ) PROVIDED: 1,064,602 Sq. Ft '(24.4399 Acres) (73.9%) -Open Space is considered to be all lawn, Recreational areas, and slope areas. NONE REQUIRED ALTHOUGH NO LANDSCAPING IS REQUIRED FOR THE CHURCH AND ITS ADDITIONS, A MINIMUM REQUIREMENT THAT CORRESPONDS WITH A B-2 DEVELOPMENT HAS BEEN USED IN AN ATTEMPT TO BEAUTIFY THE PROPOSED SANCTUARY AND ITS PARKING FACILITIES. PROPOSED PARKING FACILITIES: (CRITERIA) I Tree Per 40' Perimeter Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces SHENANDOOAH VALLEY BAPTIST CHURCH PROPOSED SANCTUARY. ATHLETIC CENTER. =Do CLAQSROOMcc! ADDITIONS 4699 VALLEY PIKE (U.S. ROUTE 11) BACwirow REEK MAGISTERIAL DISTRICT 2m9pimmmK COUNTY. VIRGINIA INDEX TO CITY/COUNTY LOCATION .NARY ANN MAPORL P& 74'-A-77 .V//,V F. OAkn r D.B. 584 P4 W Pew 74t-14-1q zOWP' RA 5M Pq 171 US£ AN & RE.S &AAL z1 AM RA USE° READENAAL Za........��..� mow_ 101 E 7671. 12 ,NARY LOU S ELL£R RN 74-1-9 0B $26, P¢ 739 zCW R RA W..• RE.AENAW JA,fTS R. & .AW I!. OTT r P/At 71f_ 1-A ,0B 322, P9 573 Awro.. RA USE S/ aT 1AW Y hF YDEN7W SEE PLANS & SPECIFICATIONS ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING LIGHTS SHOWN, NONE REQUIRED THE PROPOSED LIGHTING AS SHOWN ON THE ARCHITECTURAL PLANS, AND THE BUILDING -MOUNTED LIGHTS, ONLY. NO POLE LIGHTS ARE PROPOSED FOR THE DEVELOPMENT OF THIS SANCTUARY ADDITION. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. VICINITY MAP 1" = 1000, S&PNEN T. OVAORZI PW 7- ?-i ff0AW AP e! RAM& S �IG81/Y 1049 $91, PP 873 PN..• AW10• RA AB 424 Pg ?87 L01�7L T. � CARGYYIV f. AlONK usE RE.SlOfNAA[ IO a RA PI& 74r-?-1 FAYE lil NA/NES US£ RrM£NT/AL D.8 416; Pg 280 q 74 A-76 ZONED.• RA 0,6 311, Pg 560 U.S. ROUTE 11 VALLEY PIKE 46K RE.S)D£NAAL ZWO• RA USE RES/DfNAAt S PE-EB= 55--7 �47 1 ) 74 . SH£NANIOA/% YALtE'Y BAP71S7 CHURCH P/N 74-A-78 D.B. 41,E Pq J91 ZONIP- RA US£.• CHURCH & SCHUOL S161712 1371.00 INTERSTATE 81 (POSTED SPEED=65 MPH) SCALE: 1 "=200' 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. fiTu. D nQ D D3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE.1/ U U oA* 9 Lo 0 4. DEVELOPMENT OF THIS SITE WILL PdOT RESULT IN THE DISTURBANCE OF ANY®�®�����®®®STREET"UITE2�0EXISTING ENVIRONMENTAL FEATURE. o (Cf�C� 95. THE GYMNASIUM AND THE E BY RECREATIONAL FACILITIES ASSOCIATED WITH W�NC� EST�� VU10 N IA 2z6® l THIS SITE SHALL BE FOR USE BY THE CHURCH ONLY. THESE FACILITIES SHALL BE � y OWNED, OPERATED, AND MANAGED BY THE CHURCH. II��Qo �(5 4© �j6 2®5 7(�2 6. ALL SOCIAL CENTERS, OUTDOOR RECREATION, AND ATHLETIC FACILITIES ARE tj�Il6/ONLY PERMITTED IN A RURAL AREAS (RA) ZONING DISTRICT WITH AN APPROVED CONDITIONAL USE PERMIT. Lf ..J LARRY S X111/7M,, SR PIAt 75-A-30 D.6' 6,i6; P q 177 AMR- RA MY RESYDEN IAl CV rw 00 b B£RRY--BURL {lrNTURfS L!A//TED PARIJI�'RSHIP PW 75-A-?8A 061 M,, Rg U07 zON ..' RA Xf- RE.SYM)W RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. ABBREVIATIONS ASSEMBLY B.F.Y BASEME FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CMF CON CLASS MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH DIAMMETERUT OIA. DS DOWNSPOUT EOP EDGE OF PAVEMENT EX. EXISTING F.F.INSHppL E. E OOR ELEVATION F.F.E. FDC FIRE DEPARTMENT CONNECTION FG OFGUTTER FH FIRE HYDRANT F.L.S. nRRE LANE SIGN GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE WR RADIUS IN FEET •00.00 PROPOSED SPOT ELEVATION X(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10 LENGTH (TYP). SHENANDOAH VALLEY BAPTIST CHURCH PROPOSED SANCTUARY, ATHLETIC CENTER, & CLASSROOM ADDITIONS LIST OF DRAWINGS SHT. 1/21: COVER SHEET & ZONING NOTES SHT. 2/21: OVERALL PLAN SHT. 3/21: GENERAL NOTES and CONSTRUCTION NOTES SHT. 4/21: EXISTING CONDITIONS and DEMOLITION PLAN SHT. 5/21: SITE LAYOUT PLAN -SANCTUARY ADDITION SHT. 5A/21: SITE LAYOUT PLAN -GYMNASIUM ADDITION SHT. 6/21: EROSION & SEDIMENT CONTROL PLAN SHT. 7/21: SITE GRADING PLAN -SANCTUARY ADDITION SHT. 7A/21: SITE GRADING PLAN -GYMNASIUM ADDITION SHT. 8/21: LANDSCAPING PLAN -SANCTUARY ADDITION SHT. 8A/21: LANDSCAPING PLAN -GYMNASIUM ADDITION SHT. 9/21: STORMWATER MANAGEMENT & DETENTION POND SHT. 10/21: BASEBALL GRADING PLAN SHT. 11/21: STORM SEWER PROFILES SHT. 12/21: 8" WATERLINE PLAN & PROFILE STA. 10+00.00 - 15+50.00 SHT. 13/21: 8" WATERLINE PLAN & PROFILE STA. 15+50.00 - 29+50.00 SHT. 14/21: 8" WATERLINE PLAN & PROFILE STA. 29+50.00 - 35+08.30 and 6" FIRE LINE PROFILE SHT. 15/21: 10" WATERLINE PLAN & PROFILE STA. 10+00.00 - 14+31.84 SHT. 16/21: SANITARY SEWER PROFILES -SANCTUARY ADDITION SHT. 17/21: SANCTUARY ADDITION SANITARY SEWER LATERAL and LIFT STATION DETAILS SHT. 17A/21:CLASSROOM TRAILER SANITARY SEWER LATERAL and LIFT STATION DETAILS SHT. 18/21: EROSION & SEDIMENT CONTROL DETAILS SHT. 19/21: STORM SEWER DETAILS SHT. 20/21: UTILITY DETAILS SHT. 21/21: MISCELLANEOUS DETAILS APPROVED Pfit {• \/ i D BY THE ZONING ADMINISTRATORFREDERICK COUNTY, VIRGINIA lal�w r DATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1 /21 .K,��,� # CURVE ARC DELTA RADIUS TANGENT CHORD BEARING° f .� ii/1 /�; C1 744.06' 03'44'00" 11419.16' 372.16' N15'22'26"E 743,93' `'e, `'-� �� ,3 U4.P�� T 4r P� b'"% a .rt ol as L E-; �q CHORD � ZO''✓LLr, %Sfv S if r> '"'i.3 � �-. r^; "'� ,°�'� ('r�.ri�" �,.. �.� ,,.�.�`�-� r '"j--y-�{'"'f `��b-• ��a„b•,,�,�- .�-, +' ; � ,,,� .j � `;� � }�+�,.,f"'F'�� ��`Y's"� � �f`"s-'a^ 3�-� �_,Y,.,Cat""'/"r""v"�,.�.��-,f`+-"t'-�cr_a.•.-t..�.�.�r•���Y'"Y`Y"�'"'t.-.d-� ^+f`t+�+lD�+,..,�`�,_'ICy�'� 'fir,,,.�-.,aJ�_.,°•.A.�-'a�.d,�.h,hi'4..k..r...A.,s°�,-r`ti--.�.�-:;,y,�y•.r,.. L - ROUTE VALLEY PIKE ` 4 `R e Ln iJ U •S • —11����r— .....�.-�_ TM-SPE�fl-tiMl� N1 3-30 26 ` RELOCATED EX. 5 CCEP GOAL a `1 RELOCATED (� CROSS EX S'OC E�; F!ELp, MONUMENTS c o o �- �NELTER °MON'1�ENT i't's +' = ESE t-x•�t RELOCATED . PICNIC SHELTER E (PHASE WATERLINE. ) E s a. RELOCATED; M APL(9A1 r .. 861.12' -EX °�` EX. ENTRANCE SIG HCH APPROXIMATE L0�ARON UE THE EXISFING WATER PROP WATERLINE DINE ( E !) a INTERSTATE 81 (POSTED SPEED=65 MPH) �,^e'v, r',t•yy"t^+•v. }"� ��� - + �:,_,l�}!.T s.....{*�j.,�1....� ... ..., h,...'.�A..,i,.d(l�'��.3�,-J''...%`-� "-.' ! � ..-L: ��'�•-+-'S�'._..'�4� 1 l�l,J,,;bft-��1 �f�,.-%...+'�- .%...`�-wh•.-.;�: L bEX. EOP DIN, 72 -� -4gv 0 R 63� fit, P. � I PIIV- 75-,,4-074 `0,9 766, f17, IJ-," z olto' 1'- INDICATES PROPOSED CONC. WALKS AND GATHERING AREAS Scale 1 " = 60 ft �n r- •ac Lu a L.- ... C; O Q. ui t Q f� T � ©®®®E N Z O ad Q >- ce 'a Z Z CL Q %*moo Lai W O Cr. d CL Z w � tW P2 a U z a � oc Q 0 Z � ~!U Q cz Q!W N N cic L . a N� OD � � �� Z tAU W� QWbe 0 in ��-�C.� > O Cc Y V ©CzZ �W Zt3..Upi >U� Z U 4 Q W V W m w 0� H CL Q o O O N (n � n N v I I � N N i co 0 tU (D V m 00 It It 0 � �� ro L ao m o �-CCIL t 0 U _4) X U) N Q O a 'TH 0,� '`III 1, U No. 8260 G `vstONAL SURVEY: C.I.: PL--PLC 2' DRAWN: TGP .JOB NO.: 9907018 SCALE: DATE: 1"=60.0' 10/09/00 SHEET: 2 /21 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE O INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. A SOILS REPORT PREPARED BY TRAID ENGINEERING OF WINCHESTER, VIRGINIA WAS FURNISHED FOR THIS PROJECT. A COPY OF THIS REPORT ENTITLED "REPORT OF GEOTECHNICAL INVESTIGATION, PLANNED SANCTUARY ADDITION, THE SHENANDOAH VALLEY BAPTIST CHURCH, U.S. ROUTE 11, FREDERICK COUNTY, VIRGINIA", DATED JUNE 6, 2000 WITH TRIAD PROJECT NO. G-1570 CAN BE OBTAINED FROM TRIAD ENGINEERING. TELEPHONE NUMBER: (540) 667-9300. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U. S. ROUTE 11 SOUTH (VALLEY PIKE) R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 lb/Ac.. 65% KENTUCKY BLUEGRASS 40 Ib/'Ac. 20% PERENNIAL RYEGRASS 30 lb/'Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE IN THE AREA INDICATED OR AS DIRECTED BY THE CHURCH'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08% AND 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 1.04%. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER PUMP STATION AND INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 4. THE 3" DIA. WATER SERVICE. SHALL BE INSTALLED AS SHOWN. THE WATER INSTALLATION OF THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF WINCHESTER, VIRGINIA. ALL WATER MAINS SHALL BE PLACED IN 20' WATER LINE EASEMENTS THAT WILL BE DEDICATED TO THE CITY OF WINCHESTER. THE CITY OF WINCHESTER WILL NOT, HOWEVER, BE RESPONSIBLE FOR THE REPLACEMENT OF ANY PAVEMENT, LANDSCAPING, OR SEEDING WITHIN THE EASEMENT IF IT EVER BECOMES NECESSARY TO WORK ON THE LINE. 5. AS -BUILT DRAWINGS OF THE PROPOSED WATER MAIN AND ALL HYDRANT LINES SHALL BE REQUIRED PRIOR TO FINAL APPROVAL OF THE LINES FOR ACTIVATION AND USE. 6. THE CITY OF WINCHESTER UTILITY DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. AVAILABILITY FEES ARE APPLICABLE FOR THE PROPOSED SERVICE LINES. THE FEES SHALL BE ASSESSED BASED ON THE PROPOSED SIZE OF THE WATER METERS. 7. THE CONTRACTOR SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND TERMINATION POINT OF THE LATERALS ARE TO BE COORDINATED WITH THE DEPARTMENT'S REPRESENTATIVE. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 8. THE CONTRACTOR SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. . 9. IF APPLICABLE, THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL REMAIN IN SERVICE DURING THE CONSTRUCTION PROCESS. SERVICE INTERRUPTIONS SHALL BE COORDINATED WITH THE CHURCH AND THE LENGTH OF THE INTERRUPTION SHOULD BE KEPT TO A MINIMUM. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND ON -SITE STORM WATER MANAGEMENT FACILITY, AS DETAILED ON THE PLANS. THE RUNOFF DRAINS INTO THE PROPOSED ON -SITE STORM SEWER SYSTEMS WHICH CONVEY THE STORM WATER RUNOFF TO THE ON -SITE STORM WATER MANAGEMENT FACILITY. THE FINISHED FLOOR ELEVATION HAS BEEN ESTABLISHED SO THAT IT IS WELL ABOVE THE 100 YEAR FLOOD LEVEL OF 741.29. SEE THE ATTACHED DRAINAGE CALCULATIONS AS PREPARED BY THIS OFFICE FOR THE FOR CLARITY. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE PROPOSED STORM SEWER SYSTEMS OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM THE BUILDING. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT MISCELLANEOUS AND BUILDING CODE NOTES: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTIONS 311 STORAGE, 303 ASSEMBLY, AND SECTION 305 EDUCATION OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION. ANOTHER CODE THAT APPLIES IS C.A.B.O. A117.1-92, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. THE RELOCATED PICNIC SHELTER AND ALL SIGNS SHALL COMPLY WITH SECTION 312, USE GROUP U (UTILITY) OF THE B.O.C.A. BUILDING CODE. 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE RAILINGS. 4.. THIS USE IS SUBJECT TO SECTION 1110.2.2 EXCEPTION #1 (ADA 20% RULE FOR RENOVATIONS) OF THE B.O.C.A NATIONAL BUILDING CODE AND SECTION 110.1.3 OF THE V.U.S.B.C. FOR ASBESTOS INSPECTION REQUIREMENTS. 5. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 6. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF, FREDERICK, VIRGINIA IN THE RA ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITEICT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE', LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT 'THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x211x72'. 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE'PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. EROSION AND SEDIMENT CONTROL GENERAL NOTES 0 C trenches located outside of paved areas shall be seeded and m 1. All work shall be done in accordance with the current mulched within two (2) weeks of backfilling. edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County d. Upon completion of construction, all permanent erosion of Frederick, Virginia. and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall 2. A Frederick County Grading Permit and permit fee are be removed, as approved by the local program administrator. required for this project. A pre -construction meeting with All vegetative cover shall be checked regularly and any f? { the local program administrator is required prior to damaged areas shall be repaired, fertilized, replanted, and g_:,� Z commencement of construction of this project. mulched, as needed. 4s ?° 3. The local program administrator shall be given a one (1) e. All properties adjacent to' the site shall be Sal - a p p protected week notice prior to the pre -construction conference, the from sediment deposition. This shall be accomplished by '? Cr commencement of any land disturbing activity, and to the installing perimeter controls such as silt fence barriers, final inspection. diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. =_ 4. The contractor is responsible for the installation of any -' < additional erosion control measures as may be deemed f. The contractor shall be responsible for the installation necessary by the local program'administrator. and maintenance of all erosion and sediment control measures. SEDIMENT AND EROSION CONTROL NARRATIVE 7. Construction Sequencing: 1. Project Description: PHASE I: 0 0 The development of this project consists of the construction 1. Site Preparation: ; c, 1- of a proposed Sanctuary addition and building link, related Hand dig test_ pits over existing utilities to determine `- 4 driveways and parking facilities, site grading, water & their depth and actual locations. sewer services and mains, and site landscaping. cs' - Phase I Controls: C;2. Existing Conditions: 2. Installation of Erosion and Sediment Control Measures: > < Z The 33.05 acre site is currently developed with a church and a. Installation of vegetative and tree protection Christian school with related parking and service utilities. controls around the existing vegetation towards the The site has approximately 1636 linear feet of road frontage rear of the parcel and along the main driveway into the along Valley Pike (U.S. Route 11) which provides access to site. Z the site and 1371 linear feet of frontage along Interstate b. Construction of the construction entrance. 81 on the easterly side of the site. The existing buildings c. Installation of the silt fence along the adjacent and parking facilities are located on the top of a ridge property lines, as indicated on the plans. IRMO that gently slopes towards the rear of the parcel to the d. Installation of the proposed diversion dikes to Interstate 81 Right-of-way. The front yard is moderately convey and runoff to the sediment traps. sloping from the top of the ridge towards Valley Pike. A e. Installation of the three sediment traps. N large swale exists along Valley Pike heading in northerly direction that conveys all of the off -site runoff and PHASE II: CCf on -site drainage from the top of the ridge. 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full 3. Adjacent Areas: depth, as needed. The site is bounded on the north and south by developed land b. Rough grading of site. (,i Z consisting mainly of large -lot single-family residences. The c. Building construction. ® 2 eastern side is bounded by the Interstate 81 highway and d. Installation of the proposed utilities. high -density residential subdivisions on the eastern side of - Phase II Controls. the interstate. The western property line is bounded by e. Placement of check dams for ditchline protection and Lai � ,"y Valley Pike (U.S. Route 11) with agricultural ,and installation of the inlet protection. residential uses on the western side of Route 11. f. Curb and gutter installation. Lai g. Final Grading of site. Q '," 4. Soils: h. Stabilization of all lawn and slope areas. ii,. Lai The soils map of Frederick County indicates the following i. Installation of base and subbase materials. Lai CD U soil types exist within this project area. On -site soils j. Restoration and stabilization of unpaved areas. have been disturbed previously by the development of the k. Final paving. CL existing Church and School facilities. 1. Remove erosion and sediment controls, as approved by the inspector. % 3B: Blairton silt loam: (2`� -7 % slopes) - Hydrologic soil group C, Class II Soils. 8. Maintenance: Q (Approx. 67%) The contractor shall be responsible for the installation and Q maintenance of all erosion and sediment control measures. 6C: Carbo-Oaklet silt loam: Very Rocky, (2%-15% All measures shall be inspected daily and after each N slopes). Hydrologic soil group C', Class II Soils;. significant rainfall by the site superintendent or his (Approx. 30%) representative. Any damaged structures shall be repaired or = I"1 replaced by the end of work that day. 9B: Clearbrook channery silt loam: (2%-7$ slopes). Hydrologic soil group D, Class II Soils. a. The construction entrance shall be maintained so as to :.. r V (Approx. 3%) control the amount of soil materials that may get caught in = the stone bed. If the stone becomes clogged with soil and 5. Critical Areas: mud, it shall be cleaned, or removed and replaced, as maybe �"� �, p Z The large drainage swale at the front of the site deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure 6. Erosion and Sediment Control Measures: fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program • a. Erosion and Sediment Control Measures shall be installed administrator. N prior to any land disturbing activities. The work shall be � confined to the designated limits of construction. For, this b. The rock check dams, inlet and outlet protection devices, �I project, the limits of construction are defined as the and the silt fencing shall be checked regularly for (� W property boundaries and the existing edge of pavement of deposited sediment. If sediment is trapped, it shall be Valley Pike (U.S. Route 11). cleaned carefully so as not to release the trapped sediment 0ad downstream or on adjacent properties. y A• Y Y b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas C. The sediment traps shall be checked regularly for V within seven (7) days after the end of construction of that deposited sediment. If sediment is trapped or if there is W CW phase of the work. If possible, all natural vegetation excessive buildup of sediment in the bottom of the traps = Lit and/or mulching shall be used to protect areas exposed then the traps shall be cleaned carefully so as not to 1AJ Vgo during development of the site. The existing vegetation release the trapped sediment downstream and disposed V ' W along the property lines shall remain in place and be properly off -site. protected during the construction process to the greatest Q' possible extent. d. All seeded and sodded areas shall be checked regularly to V Lai ensure that a good stand of grass is maintained. Areas shall _ c. Soil stockpiles must be stabilized or protected with be repaired, fertilized, and reseeded or resodded, as 00 sediment trapping measures to prevent soil loss. Utility required. Q FREDERICK COUNTY, VIRGINIA - SHEET NUMBER 47 96 C 0 O r .50 V)(D 0) r, N L CN O t0 C tT �) 0 0 "5 Lov It® v ® t' � � C Z O O X N O \000`777 M ,JH o.F' J ■el::.0ll,i�igni tj U 71 o � �1 �S ONIAL SURVEY: C.I.: PL-PLC N/A DRAWN: JOB NO TGP 990701, SCALE: DATE: AS SHOWN 10/0% SHEET: /21 iCo e -r_0.1 C,C ;/ dr F41,FRWRA S* EOM' I //4RY AtNN LN404RZ � NE CURVE ARC DELTA RADIUS TANGENT CHQRD BEARING ` — — ` F, ;� ` � 1011 � _ RNV C 1 744.Q6' 03'44'00" 1 1419.16' 372.16' N 15'22'26"E 743.93' of m� pja ,5,u � ��� � �AZNSDi� .���' , r�. 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UTILITIES SHALL BE PROTECTED ---..� S •� '.zQC� "s�s�i'�.' .f��" �-, 3 ��, -� "_�...•-�'-r•,`' - �.,, AND REMAIN /N SER171'CE•-A$ MUCH AS f�SSIBLf--•_._._ ``'� ti �',,� `` �"', '`'` ,,,�� '```• `` � ,```�,. tea•., `�. �`a,,,�, "-----... ____--.... ```�,,. {� =•• � � `'"�-.r ` __ 1 DU_&XG -THE' CONSTRUCTION SS. ANY INTERRUPTIOW--;' 7x : i/ ?C' L�" 8', o % •fit. , 4 JCHURCH. E ) _ `} i y t �... , ti- • .s , ? ?4' 1 _ -� tN SERVICE SHALL E?E `£OORD/NA f `WlT1I AYE 7 P �. _ - �. \ Y. k 4� K R EX, FORCEA�(uN E: _ \ 7 `, 0 �s._ , M LO _ _ - ti_ _-� \ `'`�' l r LAR9Y .5. 0:L• , .,, ,5`,. THE: ((��AA?'1!� O DEPTH OF TNw�£X/STING -..� '•'--�. --�,_, � `� ,,_ `•�-•� 1- � t/,� ,,.,c'•� � FOREr 1(IA/N SH.dLt BE OETERAuD PR/pR ``"' �-� _ '� t , TO THE BEGINNING OF TEE -CONSTRUCT/oH-r - PROCESS. IF CONFLICTS EXIST WITH THE'` �� , 1 -�'� k,, •'`i E ,,` ".,,,-'"' `-"••�, _"�'•^ k E"��y +.±rt.✓` L•Yf ! {r J Tl ' ) PROPOSED CONSTRUCTION, THEN THEW £ 0 TRELOED�`''c - ` EXISTING FORCEMAIN SHALL LOW1°rREO, �ICNI E ECATE r r ^'' = = \ ` . EX ££ -- -`` -- `�_ c„� r) ,sE C - ENT CI • ) '€ r`� \ "_`- - - �� _ £ —C/. �E�/`NTI,L AS NEEDED. RELOCATION OF THIS RyICE M A. t ~� r� SHALL BE COORDINATED WITH CHURCH. SHELTER y"v - EST "� ti 1 1 ✓ � � 1" r'r \ � -,�� -^^-� ...• , �� w PIT ,� 4 �-� -•--_, � '~••,__, "-•-,.�, �.:..••.� ` -'� •...,_ „t,..•r �, \ r J �...�'^• iry ."'�. rr } `•�y,.p„ai-' __ M - � "'-- n�„ � `•.,� ti � ,F� "'•,,,, S ` �,/ 1 �,� .yam ��` 'y,.,� 1� `�,�-�--••--.._ � �^ ....-«�- ",`..`.' � ~�" '`,,.. ._ `. -„ � R`�.- `'^•-._--•+._� �v x`�+, {� � ./� ( #r� 7 r ((��'`' ----• �. /}. 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SAND 4 T.B. f 1fTE-LOG4Tl D DEPT THE1�1 VOLLEYBALL ° 1 I _ ~�� FORCE -AWN SHALL 8E DETERM/ D PRIOR�_- , TEp f t,,- � COURT (T.,�9 R)t , ��,,1y �,��,�� �,,� 1yf9 THE BEGIMIvING'-8!` 17.�. CONSj7R�J1lN`l l - "`' MO �SS f •%rd. THE �_�..� ,. � �� '-.�,.� PROL"ESS. 1F CONFLICTS EX/ST--•1�1'TH HE �.,.. I--.,``'`^�.�. .,,� �"� � �,� `"`-,•,. � ``",� '``� `\ `''`.• \ � S� �4 a f �NT PROPOSED�-C1I�lSTRUCT/ONE THEN `iHE _ _ ` �• w4 3 .�. r ri r r Et h I N F BE_ OWERED E G ORCEAMWA ( ���R�I . . �\ AS NEEDED.RELOCATION OF THtS C71t7Fi'� �­_,SHALL BE Fes-ECCOOROINAT WITH rH -w` \ �Y F S'Cf f t? �fr r C? MONUMENT RELOCATED `� ._ T.B. { _ ,. _,�.._ . TEST -,•'tea" r ., j' - .._.__,9% j � _w „"L••.. _ > It f "'•.,� �`--,,, •�,\ `�, ```�. � \ `� � , �',,,, � `�, �`t, ,�,., .•,'`" _ ',�^���� f-r' �. /, ✓f ti,. TX• R ES t •X,_. ,-_•'--ate...-.._.,m„""'__ �'.� 4`",� ,,!'1',-.7tp"�-, t �,••ti'..,. 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SHRUBS gUi p�l�/ ) ; �1 f �• f t� f� �� > R -� TO I ! 3 - -' f REMAIN rRELOCATE `r } .. }F f D) T.B.0 EX. SHRUBS mwLERS �; L CAT .B cud_�REM41N$ i 50ARp�y x `_`_~ €.+ ;. x , f _' QAK(T.8.R.) -p X Pq ,./�� i `FRELOpB.R. EX. FLAG' f I 0 R L:�: F�yC . EMAlN�.a�L. r tz LA 15 l— P E t i r6 %Vt T,g �j t �.. f 1 G OLE �� r EX. SHRUBS - .�i� x i ` _.j js� j f / % r r r` r'B � r REWORK H,41y ` - • i �� y f $ P1 4� i ! t t �'62N 2- RFC I -- ' / �r p CO�10i7A ' `� a — r , ` s s`15C, RZ,90rlt,17M EL `-+�•�c... r r f Orq RA! 9 } t t t R0, �pMV TE EX 4 . TO BE �L T �. - J S DE E 1 __ •— __ T ,� la , n�' B _ -�-�c....� r x EX. CO a i j _ _ { !T PT CA/u, 17 7 i f J G 3 \ EX. BASEBALL FIELD x - - ` t f E .. A!'Lr- 7 rA,yR'1'Nt; A,?FA f { - p 1 i ! s } CONC. PAD EX PSTE ! E'. i, AGE w ' EX. iy" '- } f # t,, € # 1 ,R.,� it R EX. VEGETA ON EX. BRUSH n B' ECHERS # PILE (I B.R.) 2` x £.. B.R.)t' ! ! # ! F # { {Y '� 1AY U a E EX. l .#- i} t EX '� QUI M r} r 1 n , c _�f ! ,; i M r �, l'P AY E �_..}.� ; © \ t f ' r.. _ A tF R.fi-, J - s R7 REMAIN) , ! �r X. VEGET TION �. � � cs ! O Pry P G .4f? ! � ENT � Ij I (T.B.R.) :q _.__-" ^•�� � ��'f-`�"""""r-- '�'�...� � ��, r�X , ��R 'D ,""`-„ -•-•- � f ( `.-"--,i ;' � t r k # • 1�- ARK (; I t p i1 A}°G4t3L PrE PM j ��kr is �� '�-i.-.�...: �--•..._.. �• -� GROUND Q Eli f _ . _._ —"-'.—.--- -- �U C7 E REL004rED) Y. ' 1EXT.; ` TRUG�URE �rx , � �. ,; f •>� EX. VE ATION `'- ° El ,�JON RELATED (7 B.R.) t,t�r • PLA1'GRpUNp � �k EX: VEGETATION EQUIPMENT t� NOTE: �"�dcJRASH (T.B.R.� 'FIELD i UA LOCATI 4 LIGa IT 1 t p. > J t THE PLAYGRO AND PtACEMEhF( c xt (TO BE RELY' D _ DET£RMIN GROUND EQUIPMENT r SHALL B '. ED BY THE CHURCw. £ FOR PROPOSED AD/NG) -•_,r� , #�Ae EX FOPOLE \\ B.R.) \ EX. VEGETATION �i 4 - '• � t"d-J,.,,,•'� f � ' ,'� •� x �^���,��. x /// �,,-v^.o +'„"•-w•yti,� Lt } a_,,. I _ f r ----�'�---^�"�► --� - --5�- x .�w.='5c x x •'"C� L� �+ -�„- t ,� # �x ��w���+i�■�.�- �-------'�'. ._. `` dC s TRASH (T.B.R.) �°4�..°�"--..r..t.=..,.r..;r.•n•.;n...J.�•.•T'Y`•..,...,-- "`-•-•._ �,�.�,y��.��y.•• .. J— ,'ti-'r^ Y •y,•,°„�w•�.•rr•.�r,rrv^.••vti^vtd�sv�..�-_._ .'rrr. �,.,,� .}•• '`{ ; s , _ .a' .. ! T q.A✓,A.A,�<�j._'...J.F_ii +.: ,r,.:.,h.,.v.: ����.t2V�.+�.�'.,+,A31.+W t.'4.• _ _� ...' - 1.A. k,A. .d. u.t.f �0..i•..�.t1.• •t0.t.n.i s. _ - _ _ - _ - � ..� � y3 ! Si %371.00' ` �"' _ -- x 3 60 0 60 1$0 S - �-" Z a Q c y Z i=— rin o n- H a CO U C t!� W 2 W O LW V� oz V Z a M t/f V �^ n= 0 - U a LAJ °- N m�LA.J W 0 = W Lai C3 Z�Lai ce- wZ V�QIL.. v W t,0 m w t= �' d t �J 0 N 2, N M � �� N N � � � I I � N N 0(D y rn OO D � tb N It It L .0 V _0 X (nn §- Ft° N Q O M a ,TH op WM 1 PAM s N 260 07 /Za/lop- IONAL URVEY: C.I.: L-PLC 2' RAWN: JOB NO.: 3 9907018 CALE: DATE: =60.0' 10/09/00 HEET: 4 /+ 1 OF PAVEMENT OR LANDSCAPING WITHIN rtv 2.50 & T.B. WATER SHALL BE LOCATED. THE EASEMENT IF iT BECOMES NECESSARY' - 3 BEND A CONFLICT EXISTS WITH THE TO WORK ON THE MAIN, Q 'r � PROPOSED CONSTRUCTION OF NOTE: ._; THE GYM AND OTHER RECREATIONAL FACILITIES WILL THE FIRE LINE OR THE STORM ppz� kilAT�'' LC�C?G,�? cb.a SEWER SYSTEM, THEN THE LINE BE OPERATED AND MANAGED BY THE CHURCH AS AN Or THE, EX!_ p4r SHALL BE RELOCATED TO THE ACCESSORY USE. ALSO THE SOCIAL CENTERS. OUTDOOR Q ALTERNATE LOCATION, AS SHOWN. RECREATION, AND ATHLETIC FACILITIES ARE ONLY PERMITTED IN THE RA (RURAL AREAS) ZONING DISTRICT WITH AN APPROVED CONDITIONAL USE PERMIT, t, P� 1 k5 PROP. MAIN D IVE WIDENING O 18"0 ES-1 END SECTIONINSTALL �� _p c^ P C ti 1 k6 0 SECTION HEAVY PAVEMENT Inv. Out=748.88 W 1 upt 0• t (� DI-3B, L=6' DI-38, L=6' ®DI-38, L=6` 1`" - s M' n pT T1k8 �` t3-NO ,� 7,D �� v Top = 763.00 Top = 769.20 Top = 766.70 � P U � ti Oq g2 -� 12"0 Inv. In=758.d0 12"0 Inv, In=764.50 12"0 Inv, Out=761.00 + pC 11�9 0 �k k 15"0 Inv. In=757.25 12"0 Inv, Out=762.20 { iu tk s 4,• 1 " 12"0 Inv. !n= r �- ?- V PI 12+ 72.5' BEND 18"0 Inv. Out=757,00 DI-3B, L=6' _ z tjl �� 9 I f ® Top = 773.70 V1 <<' POP, �"�� 4 5�r 6�9.�� �t� � ------ } A O DI-3B, L=6' 12 0 Inv. In=768.00 SE'��C ,t +,' op44.00•_18"qy RCP, Top = 771.90 12 0 Inv. Out=767.70 _. { 15"0 Inv. In=763.60 _...7. 2+ __,_-.---� � i �"-- Pt 1 3 15"0 Inv. Out=763.40 � DI-36, L=6' RELOCATED � � SHELTER s . I 147 1 O(-'6...' 0 6� ~ 2" R p ; _ Top = 774.00 E r� t "- `I` DI-3B L-6' 12 0 Inv. In=769.20 MONUMENT i � � .Alt � 2 3 � " # - �„ o Top = 773.40 12 0 Inv. Out=769.00 (N cv C,: [I - _ - +, � \� _ .s-•--:-~j . _. �--_-L..� � i � # Q 5 , r ; � t; F �r •� , �S � " PROP. p 1_�,� -Y s v�' - { , 3 12 o Inv. In=765.00 4► v� , C1R�lE INSTALL PARKING AREA. t .. 1. R G� ,_ r 8 t� , ox » j� .�_9 -_tea f H 15 4i Inv. In=764.70 01-3B L=6' s. 0 N " ALL LIGHT . .� a G n .-.,, , PROP, 20' WATER ESMT,- _ - '� Op 4�,f l N 1'aVEMENt N (NP) P - i . f L < Box I 15" 0 Inv. Out=764.50 � To = 774.10 40 0 40 120 �} � �, � TO BE DEEDED TO THE R N Cl10 SEC71pN". R `n g NOTE; 12 0 Inv. Out-770.00 T D SE -r _ tv p y c� CITY OF WINCHESTER, f�. �� O \NMI j 8' R ALTERNATE r,, a - ji> r.. 3 0 WATER LOCATION I- , . 7 r `i P: T c Cn rTtr•' h -•'� x � t �� F �� •�7 } '• t „ SERVICE OF O D 3B L=6 , ..`�`�H' �r�.` L y� '4 f F j t"i?f? / ._.rev 3,.,/- l oo, To = 772.50 DI-3B L=6 1, ,?-.c - l o "`2 ( 'I) ` X. 3 es ' j P D ff �, i•a r r 9" /. 1 Inv. In 765.70 Top = 774.50 / / fi-{c Z x 5„ =_ „ _ �Scale 1 40 ft ARKING STALL '` p R }} 1 p r 15 0 Inv, Out=765.50 12 0 Inv, Out=769.50 ��� � � t31!.r ,-TRIPING t i4� 160.67' 25' •,' zE�, �. < < (4" WIDE) `w C Nu, DI-36, L=6 F1 DI-3B, L=6'� f, O% Top = 773.00 lop = 773.80 z �`, r K2 - 7 r.. Rt yy i 24 12 0 Inv. In=767.15 12 0 Inv. In=768.00 0 �' � ' ,i �` ,Q, =''x- ----. � .0.� � ' - •� �-- GI-6 - _ _ �A � i 15"0 Inv, In=766.90 15"0 Inv, Out=767•75 � A _ __� PROP. .� .. .....20' WATER ESMT'I 15"0 Inv. Out=766.70 PROP- 1 s t f g1'_ CITY O TO BEDWIDED TO THE! DI-1 G = -PARKING A � I ,fr 25'�t � CHESTER. ? � i © _ INSTALL AREA t , I ,r` , © DI-1 Top 771.50 ad -cC LL LIGHT {-- -f-9 T,OI e i �� To = 771.50 8 0 Inv. In=769.17 „ N PAVEMENT SECT!'ON.,_` (TYP) 10 j«" � -' ' ' 4 12p0 Inv. Out=76$.50 12"0 Inv. Out=7fi8.50 `v t J I '``. 6 w PIP,, 62 i� { I- f-_ Inv, .� f . f • . 0,�`` 9' ® 2.00 L 8 "„ _ > �S �Y. #�j? ��R 1 , C`C 61r'`�'" 261 7S 'Q = }- - 0 R 1 o Wile' 1 �y t ( )-I 6 .� `�� T-k�. q� f� f j I!- 7._ t„ -r V• N Box SITE i F.L.S. 5'R G` t -i• } I 'Sf 50,R /r / } F.L.S. 'R 154.00' -- - t W 25. ROp, MAIN DRIV z j ' CURB CUT Q 1 _ j ✓l % S` 83 114.pO'-12 "0 RCP o _ `t INSTALL HEAVY PAV IDENIN ~- , - LL. 0 r-' " D / 'N STRI EP D WALKwA 0 ECT101V ENT > >, w i!r 0 R 5 i N FOaURE BAN. - h- R 20' R 4 i csP. r 1 f , CE 't ...__. 20'R �w. -• .. ._ _ __ 24, , .,�6 „ � S 3, PR } s4 N9 _ -1 3.6 r 1 - « " • OP. 20 WATER ESMT, v 1 L_. , 5 W 14. 73.3t 1 ..�. ✓ C" 6 - - 2 r. p.., TO BE DEEDED T +� C 8 5 8 «0y' r 29' s ; f - CUT -IN "O C OF WI 0 TH { n 1 C% 0'A.0 1.Q PROP, MAIN ~ I • I ; , , 1 `2 1 i.2 BEN Sr, f , `R CITY NCH E ;`' `n `6 1 PpU 8 8 d. - R 1 !N DRIVE CG_..6 _._._, 5 R } .. f 2 i ' �� 7 0 ax Dix ESTER. 1 '` co -_.'_ I { UR Gfi,/ 8 { Z d �_ J _.5R C1 i CG-6R STALL HEAW PROP, P ✓'# f �+ N 0 G° � so -_.i. I U P NpE HOCP ````1~ P 80.82 - « ARKING A 8 OEFL N _ !n ? Sl .1 cv Ph'Op. • 260.26. © W ECT Pl p C3 to 1 RAMP N « . 8 ..... ° .w T 12 0 IN R 00 ~ a - o E AS N -, . i - -L.__ 7� f 5 R i -PAVEMENT SECTIONCP, STALL LIGHT 10 h- 5 R"., NO L FOR EEDED F v 62 _.._11n 2U Q { . _C.Q-6R Cl.Ci11I ® N Imo--i-g' k T.B. - *�_.._ o CONNECTION T OR 00' _ ._0 8 -i W ! s 200,0 0.9 PA DER ESM O R i ,R r , 99 9.2 MENT SECTION N (TYP) G PROP, i 51 t�: € 0 EX. MAIN o N t ' 5 0 f .� A d- Ii- r' P LIFT STATION M p O /� e25 R ONG.'' {y •R D 20 R ,r 286.71'-6"0 tN M RtV =767 h{ F„' �s his'"'-^---- 20,RF �_ _ T P, W p ,n 5 , 5 R 0'R ��ig Sew. Loterot ®"' 9'Rp 69.50 - _tE �, nY DYED s { - z :r tnv.g7 J` ;? -`'TEEC? o J ;\ 5'R .R 13.66' 1.04$ Slope WON FIRE t 72'_2»0 _ « E-r., p h OF W1NC TO THE 1 va « { H7 RLs { 5 _ HERE _ R C-- N E �CEMAt 45' 42 _ LAN F 2 0 0 UT-!N cx, �` (� aced 8END-----._- R \-� ! j C�S..6 - I..___. 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A1N L L ARfq: 2'4NrNE L L !� N = Q .._ - Cod J ° a t IMF MA/N pR { Iv j Up', AREA: 2 .260 J'i ..- __ 4" C.O.MAIN F.F,777 `� Inv.= 1p' -..... ; j •ti p,A ALL` HEAD, IVE. Y , 2 R , �MN ONE S70L AREA 2.260 _ 21 _ 83 CONC. w I l VEMEN.T F -- , AS!(1 Rr 4.0 $q Ft. o CL Ix -- _. -.. 1 .14 -6 0 pV 1 r Inv, 0S 775,5 WALK ° ° r i `` ' EX� SECTtp 'R _{ ME M/GR HGHT,; 3 41 Sq, F �o M7 !- (n NIx .. - --. `- f ..{ MATCH 6" N. �15 Z2 NO 5 F t. r. % "Q -- s �S 2. 89 nv,= �„ /�' E T ` a SA C �1 Nt /UP F OR t' (Mvx, Co V Lv $`° - � �' 0 6 0 Inv. MAt 775.5� ...._ 1-`r �= CURB a N• SEW SE CH• 4p .. t?I g+ 0. 5 E PER L� F. F,F Z v= ., cfl A - 2 '�773.84 N F.F.�777, _ , ` �`� . - Ri!/CE A,'. - jt� .F �77 60.2 --- �_ F ��� _,_�_ 83 '._..F.F,777.83 f�, Tt� f ; j - _,'? 1S ,"dam' 2,20 0 t/1 C.) W . gF-= �R50'R OPOS CONNNCT�� 001 HVA t.. _ ,,;q 1. i. tsr.... z x - W G� .� J r s r Q & ECTING L! K TIOl C EQUIP, t 17j b I 5d'R t-: 2 ( } "` I `� ;, { {O .�' � �L '� 17 11 t ; 1� ,. I ` t4'A ; ` --�i._ to ,�- -7 UPf' R NE ST ;: 0 Sq trt r, 1 3 Cl 0 � �v tt7 Q tip Y V p . MEAIy HGHT.: 35F#, M r _ a1 PROP. l OF $0 A/i z�` { SSA,! G:rl h""►'E AR •q 10' �' G' FW- W CL N BLOG. HGHT,; t ex 6 0 Inv. �. `' r` o , G`6 EX. EST ` `" , _ r'� Lt���ra ;;• r , W •/may J1l-- 6' F 2 F { ; -7 �> ( - • ER, �``- r• Cat r "Q Z W I f. -+.--. F (o Cn F•=777, 75.J5 G . { �'ti / d�L e �' C.O. (n (/� _ LJ� t j fat' b O - -_ 1 L ER F.F,= „ s r;G;, 2 pR'OP- G., 0 �w „ 77g. B 0 I 4 gr r> s' r� f r �,f DROP. LOCATION--.1 Inv.- IN OR 4 Svn. r - _ _.. 0 PVC, 10'%NOC 771.04 f ►- __ _ - - 773 ch CONC. W THE R p S7A NE _ _' S� 29 f '1 112.0 € Z W o cn �' _ Sew -.6f Xt 40 ®2.0 WALK ELOCATED AVEM EA v �" ' ; 0' ; Y CL_ 4 z4 LOWER F.F. # 8 14 " ��"' TRAILER g `"�•.., ENT E ' 1 .4'R { `j - a V U 4' 6' CONC, T,3, t p y Sch 46 0 pVC, C (Q --- ..,..., .�, MATCH TC OF f L"'.,,, 1 Lv { g - - 6CONc ►- W Q ``�' WALK(TYPJ - 0 ®2.08°� -..� _ `"' EX• CURB ; PROA a� 4 1 { o' _„_ WALK 4 I _ 5'R 4' 'R -�.4.5'R I - `" j i CO 4� 2 ryS+R, 1 -'Ot- / LAJ _ $ 5 4.5'R ' caav "fV C N - �„ _ -i r...t NC. WA 1nv�77 6" 2.5�BF <�r: 57 l S 1 , _ - .. so LOWER S > a 07E;� 0 C. STEPS'4,- CONG�� Li 2.06 + In NO . < { R _.__ 4" C F F•=776.33 Q� AL! DOWNSp 1r CONC. WALK > -.,� PROP 6 v.. 6 ' 1q ! l C .:6; . C.O. r 70 THE S SHALL BE �, I C CON; aI CO """v f. ? s �r:d / n. Q Inv,ffi772 90 . '® E UNDERGROUND CONNECTED € f` WA OP. F, i - - .97' rr 5• 3 ? 2.82' , WITH 6 0 DRAIN �` _ = t (r1'A r \\ 6 r N r OS PVC. Sch. 4 AGE SYSTEM -- - _ " "". - °. � - ter' �1� `sue 'i l -.5•R r N ) 1� t a F1 _.CG-�__- cN 0S o' SZS 8Y°lL'E. LEADER PIPE AT 1,FS-__ C W. OP 4• ° fl tg` (f ! �, 1 f-`_.. 5'R Q �j z p,_ 6 N- ` ( c ,� �' TtiL` A Ht SHALL 8E, r:X. f 1✓ri� r i.: fr', CC'`6 1 'i2� CQ� fk i" cu ftr'v ? i ti. 86 4.00' ---,p cn -- ''I v 4 NCc WALK TfCTI�gL,'Q1y ,.I t� 5 ,}..-i�" ti ALK Inv,-772 � ".V . �, �#.: �... � ` 1 � ? { ► �J KST P N ?>. a .b0 20'Rao cn •--"-�:,.. i` f_--r..`�-=-�' f `. ,'•, r i f` r °f; f' r 2' NDC ~ C 0' l;s �72.76% o _ f _I _ �v ' ' ,�' •r n O DRIVE wt + 0 Inv. ""`�---.- { , fi r ` ; 1 r r`` f AeArCH - - - x 1 3 FvC 6 } t _ VY P DE IN ao �+, F.C.S. =770.8Q _8 0 Inv, ip4 « 8 m ►n - ' fr f j r i' ( iNA EOP _ A1€�_fi`• �m - �'^�+.""" 1:. ; o {t { 1 N AVEMENT 2 $1' f d r H' GUTTER S ' to �` �. L__ 7 ty : (r R cs `- I_25 R f ~7 74 Sch. 4 "8 0 PVC, 771. I GARDEN Vic.` •' ,/ / f ;'' ° ER �-•.r .. �`�+y- FA CHOOL -- 153 I J„= 'R p ® 1.049; WALLS ".�---.i j"'� -L,.. �-.-F ClLJ1Y, o i 63. 1 PROP, 20' 0p -1 - { ,�$ d r EPL,n� FIRE �, ; Al S 0 PVC, (TYP-t,....�,,� - / .+,.... F-= 780.63 o V ; ,; t ,� TO BE WATER ESMT, - ,/ 1 j O N N) U . N $ " F L. 61.30' 1.049G $77 Inv. l t,"""" '.t..."'?•^ *-.... e+% ' L> U �.' 28 ..00 ' ;s 4 �t C1Ty OF DW�DEOEsp RTHE N I (� 9 «. ------ _ 1 • 1 rJ:FK ,J NCH Q oVt•7 4r -` 'a S VCr`- - 24 25'R ^4`.1 •t .i..0 { i i f -.. �.. t lj fn� `f7J, :s C t r `' 1.45, N l(1 to 113.fi8 " • , .79' SCh. 4p 4 1 ? f # # €`�i' ....�.r< t- P I} 5 x N N 1 �,I c� r'• t7: 04 t i { i g ! t € ' E F f�!? „ H'S`;'• 7 N n _ + t F 00 E. G, , # .. BASE 3 ,� c� , r J;.i - 'R c EssVtt a *� __.0-= % I s # F ; I ' X SCHOOL /' REGRAO S N fsa , �i"x.8 x rrt tD tD F2 49R s'... o 'v. PROP, .MA►(v I f j I f f I FACILI)Y L ( C, i., AND INSTAL H VY ""� C�J OcX ' • _O cD tfJ FAG N N. 1NSTALL,H WIpEAIING t F.F,a780.6.3 23.50. `- PAVEME T _CT N `k. C CL' �'€�` �v 13t C#_ r.r 0 Inv. N 1 4•RSECTION AvEMENT` p x �� GL� .'- 1 aT 1 v� O O 3 i sr aA i 769.17 136.09' ROp ' 8 4 E: l ? ��' d tNST�iLI 7 Q d } � 1•I.C. 24' S..R fix, R4VED 9�jpk;`,�;C' ApE<A HOCp, WOODEN � / r �+.,� J PIPE .tz. r� P t `NC,< �} O j to to -- 1 r ) ma y' I ( r PROP R'gh1P o • o PRCf, -8`1h .4-, - �,rrE,F, t V�Lt� , T.3 O �.� - -_ 25•R ! N W � $ f1 .: B�P� e 8 , 7.5 I '`V p �- >SEBALL `-. n, ,} # OP } 1 ( i f € ! _ _ _ i I ALL /-- 7 L f� I 27 } t try o v_ Inv, C �' �? 4 78• m '' c 'LD ` z _. _.. _ $ -6 # t ( j i € 34.05 4r r- .. 66•87 `"� O 5 "_ 30 0:. t I € € # ro F.L.S. i pR4p ; v - r� CpNC WALK 4 n 'rfo :� +, 1 •.Xh i I -_ o PROP, BUS P U nr c ' 1 -'� ` t__ I o p = F.L OP, 4.0 # PARKING A E,4 N X z i S.R _-.- - I a PVC # INSTALL HEAVY PAV 0 C _ p 'R j SC �` _ EME T SECTION to ti R(411.YF,, .Y�%%2 'R ���¢ �-- --=-. � ..�. , 106.43' r � LAT �SEVIr, 1 "� �� � z!t rr',,; .i 0 2.Og 45.00' N ( TPROp, 20 WATER 'ESMT, . CROP• F.H', ASSY, 25>� * j p f PROP. 20 WATER MT, BE DEEDED r z , RO . MAIN ' DFFI T. ° StRtPEO VE: TO BE DEEDED TO THE I 5 R CITY. OF WINCH 2!v� ��? {. z x OTE. CITY OF WINCHEST R. E 92 5 ESTER:' TYP CROSSWALK f HEAVY `V INSTAL i� c�''n "`l` t i f i ;t. - - T _6° f))p .C€. 5 STRIPED ' PAVEME SECTION 3' CROSSWALK' ',! $ r ! i I E i f, . ^? fapC3tW_ S";�` P? ?.3 i �.v...�� i t :I It PR » t 77.46 SEIr?z T.H:. o st��y, i-,IP ; W0Q 3��`-- 5.82 r TH Op. o CI_, 5 'adA7 PL� NL,__ GATE--€-I;R � 1 L I �xg N r fin- + ( t I3 T4" C.O. ROP, , `q N P iop, !" r,y j -- t': ] • AREA: 1.410 Sq. Ft, ry Inv.=764.64 tiI'ITH 6 24 30» OU (�� i f BLOW,- ._ N � o ' WOOD MP Q OFF ASS � 3 . ' --�� b' E STORY, HGHT.: 24 '� (2) 1 •DOD FE R P r! r'' (€ -STALL AT LP) � i i 1�O.Q '�. �J O� F.F.=774.50 (+/2 0 0 WO00 NCE CL AD U a I G"� car D, L.i 't�!?^n'E7 rn ) �" PROP, GRIN GATES OSURE 8 PAINTER - - - INSTALL HEAW PAVEMENT SECTION PROP. WOODENPUM$TArI _..__ N r 0.00' HDCP RAMP Inv, t 7 7g4 ON / a- :r Inv, In 50 1 `...r...... RELOCATED + Inv. p `764.50 s ut=7 63`S,BIyCs t,, r a c i PLAYGROUND 65. ONAL a 0TOT �, oZ X a O o EQUIPMENT 0 0 fiG 0 CL U EX. rl X RELOCATED 0 .�<?}•I1 L` MS SURVEY: C.I.: L - PLAYGROUN ' o FfELD PL-PLC 2' ` EQUIPMENT NOTE: # ' a ACTUAL LOCATION AND PLACEMENT OF EX, �;i 2 ` �'' RCN?: oo m THE PLAYGROUND EQUIPMENT SHALL BE / fo �+ DETERMINED BY THE CHURCH. o PROP, 3 TALL I WOOD FFNct DRAWN: JOB NO.: r E., tJrf ? l ryp,' r --- TGP 9907018 SCALE: DATE: 1"=40.0" 10/09/00 : - -_ SHEET: 5 A /21 l i % . #, > �' C�{ Gf fLC , 74-."- ` ZOOM T. <�' Cr��lr� Z r1i f. ,4�oNA' I r%t CURVE ARC DELTA RADIUS TANGENT CHORD BEARING �! ` j4-X-,77 ��� £` n k{N, N . -716 � f j' ,t j/ C 1 744.06 03 44 00 1 1419.16 372.16 N 15 22 26 E 743.93-'�''�� j,� t,c�560 J4'%'IV /. .�,rH b�l%' /ll 9 3 �- .,,� .,tl,_, i�`f`'b^y,,..,'�e, �+/� +7 t •.T r i �C��pas�j'�� •`4 !••zf,V, 7,f-H'✓`rJ t/�'` a {'i r .,,-_� J..-_._. ...-. p "r`•� •'^""".•�-Ji73p:o�" .;r,.3L, I'FI/?" f n ..Tf,L ' °�^" `-``.""` 6 + P •� �NL 3J.<.r`f '�.-`-•._.._ PA CHORD {/#{�Y) ) � � �� ..5�".�I�tr,�y�ap��--i yst7 �jT �'� % ''yj �'• rfr°E:; l3�Tl�f' .r'-r",i +' � v �� `k, -.t'y t "_�•••- :+"'t ",- � 4 �••ti., �., .., "t , 38� "`'f'�v t'� F {{ p !� {S ♦♦ }] ( j� `~.-•. - x-,'---�. _ t/tj S}tom,';..ilf. i'r4/l+`i:f ` !^1 "} ( ". 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S �- �t,�.LEVELQ r 3 11 _ _� - _ i GYMNASIUMJ6ROUN0 FLOOR ,f.F. F.F. 760.20 - r� 72• t i t � ''` - �` 4#�tl;f ra 2 1 .5 MEZZANINES/UPPER LEVEL F.F.=772.20 7 .9'' 3 f. ` A i- p 4) 7 .5 _ {1�j J }pT [� (r _ 9.1 jl j) ♦� ..- A'�''_}T •/--`-"_. � 'ti � tY •�1 � �, S-r' • � 'i � �V F �-�a �• � y..,� � l� l'`"'••lh � � �''i, - /'' W Z ` ' n _12`�h R _ a5"_` --- f STOPS3 P F, Ki G RE.� i .. `` t� t 14 fl. • }- ' r_,P sir , BEND 'X' CAP [TIC�iRi}�_ �' - I ,•� ( 00 ' \ Q H - -2 0 4� T.B. 7,. (- o 7 P E r I TI, ra 4 c.0. G �C172 MAI x &_ �' ..---� '"�� -.�„,. - 4 c:? - CL Z 4.5 - _- f g titer) � i - �,......1 WWI 4 79 PRQP.. MAIN.'D t : � , � �- � PP R 1\` - � � � x t - f 7 9g 7 4 ' 1 _ - A DI21�1 FIRM .� -- ^' "'' -~ � E' t%.14 A �� ' f r ` {t STAL•i� T LAV"f { - W 5 _ AAA �.�• 7a• 1 ? O Av C �_ �liG c,�t !- pAF t SAC S 's,1. . rc ';�, V1 MEkT SEC,#03,i. U.: t I F- O- W 74. P F;tt�1fl AREA n till Q E -rj,� ,J ; ` r A iCJt�:iY , ' ,Iz X- 6, F;VC' SCH. �t � V I`- - �n n S SEW. 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I , �X. .#�U ( f \ �' C• _ 'f7.6$►- a - 7 77 �• 7 «lrrr Tc G i ,227 gf(,3r I N - PRO d' inv. l72.£l �/ i , v" � -_ �'+,� 2.5 8>. t v. tr ON W `t� P ,%CAUL ti� f4 �tAL ` f rt PRO c,CA1EG' 1 ��- 7 L �A ? 77 77 HGHT, 3u of iHf t�f i ; u PPtiP. 2Ct'^` To 'T ,E ' `xs c� i n --'` f32%,a - Sew. �770• 7 1t3._ �.83 )v -+ F t� �7 i I.? .� c3 s s �`: ilI STIR• - '^- y w t�'83 d �Si�I f s3i t •'' _,'' - t� Cyr `l1liC�W ' 4 - c. E:r �,,fh �rc� ;� \o• 1 i 1 i - _ Z F- t 4: Z j r I T� CiiRB r' �: 9 x. 77 P,3 ;g� S ` ' �' € ;4'. 4 -` EX. InV.�772.76� % <!i Ci (; -ib._ ins . i i 7 rt 7.79 i 7. ( A -� �•:-. FPt F. A ` C�)Ng; �dALK C-.-O-. 1stv.�77i3.35' �i i -�4 - - W Y _ � 77`t1A�f�?t3t�'' G CC3hi" fiiG. vAt* 'r J SCHOOL I ti �a `f W CL 2 !r ' tU - 8t• pDCf10 EX. , _ r ' wr a. : � i �. , SANCTUAR 77.8 C,�2w -.� �I� - ` � °= - ' k� l FACILITY ( > >C F-- I K 1 c�° C -,r_ _ 75. --- i 1ROPOS CONNECTING ft. -- -3 �,.-- -- rCz-5 1 _` F.F.=780.63 ti :� WZj L U 17.110 Sq• Max' j�_ + ��p-A� a u� CONC` . "-^`�� '"'6�.. #Sig RAfL '\ _ �' i-- i ZTR BHT. 35 Ft. ft. i - ..+ .�... s.-- t £ GA 7 Q O Z CC W 1 .0 - � ' - NE ST HG+IT.: 2 _ _ ' � - Ags^ op i�iv. 7 7 C1.5� pRPD ' HE Q GC MEAN =7 �tAL f (�.lT� � r- � g40 - -- - f. ,� , v TAi a W V W ;7a.2 rat t - f 776. 3 Sk"'t�!�F1C. A L:A. �A�rt�,iiS Sd -�- Z V ' , pA,RKIN61 R i i j { C.O, ' } 1i L Dn. f: 1 Q (, 4m iir E' - c V tt �- -- �5 / .F•� 75 76 rrn - i / ( SCHOOL 'n X GL pAc?Ki�1G T'S r110 W 4 S 7�•6 ..-- -�+" , //! ,( (/I / Q ' EXFACILITY o W 1. pi?UY,A`�� PAVE f 3 - ------_:.. 4 '�' a :,9 f / -w w _ --- -`_ .- f.F.w780.63 `76.5 !_- I / ` tin C�.0, ,t - �f�=n _-_i_?1i R i . s7F�•3 t` �3 j `� WA /.,..L��.-� - 1-- ---� �` 1 i , I�Rt�i�. `IOOiJEt�lcr n 66.87 6.29 ...r"'� + j HDCP RAMP C.� 4.9 27 -- •►�' i l t ...._ {- i p i;•,c�'.S� t3'- �� r `Q 75, inv. 7 r2.�sfl f 75. h 7 ,�'r, - r Z 1 1 1 1 i - - PRCT: _ � -" _ t 4 t s i CONC_ WALK a i! IIA7 ?.0 �C J - _ CO 'C PfALI� Q 3.2 ti 1.8 t° o O 7a.T- -Z'''✓ t, 7€ii---;-- 71.1 �y AiN 75 F _ t 'I T `?0.9 71.6 7 0?` I_S S1ALt�,N- 70.8. � +..- 3.3 75.. ' ' - s 1 "". 7 .8; 4 . I _ ' try faAli •5 O N K) 4.5 f 7 t! A 1 0) Im ..._.. 4. PAVEMENT E # ARE 1 1 ,� t t 1 P,' f � � •Z' S, 4 (!) N • -_ c; :+ . i� .6_. - G-- 7 8{ SAWCUT EEDED. V [) PAi? t s t PR 6 : RC# . 24'x30 t711Mi��T R PAD _ L0 I1) f - �• tk: c, t .CAS CFi I \. r c, E p,S X_ Pr! t t 1 C # ' 72• Yd4Tt4 WOOD FENCE £ CLOS�3RE � 1 � � � 7 t .96 t c 4 .i... o GjZAD s 69 9 r i7 4" C 0' 64 , 74. INSTALL LIGtfI 7 ECTION t 1 8 t tgEt1Ig1P. 76 Fc•C}` WOOD CATES % N I I Ev.r N N r'. 73.'1. a w - � .o ii� ''fit`' PAVE1a NT S t } i _-� t 6$' - s 'A1 `''A t op. CRNDEP I co co n. 7 _..` VE t- p t 1 t 89: - q. f P Vi. it0 V i 13.7 FIRE r-' •�' TliAti� P �1 A ii } 3 9 t 1 i is r" i T p c.� t• PUMP STA N f (U (O - t�E Q�f {, ' ``r� 1 i t L _ '� ARC'` 1' 1 GH Et t TO .^. r. 2 +++fff I s f. € 4 24 g�771.fl0 `t C a' �� E STORY+a.50 Ryp. *()ODp 1nv. =76 t' •01 O O �, i r _. ....�' f', O• __ --_ - s77 i� RAM is,v. 4Sn=7� 1 (Ct h. w �• t r p :. ._' 1 f.f• -7 5v-V Inv. �?ut�I6�.C���� � y 0 j Lo to - r At KSxt�� •dviDr ttlG 3. =' _'13- .. .. � 72.1 �� .�,.�'" � � _ -�' ���p��; 'E`RF � :E3s�.� • .. -= 1 APR �, Cxpi� f� E � O '� �..� 0� ,fir„t� 7r.PAvi .EYat, ,- 7 .2 g,6I.X Pr�vC�'PA 2,, wAi R. F;a's s PR T U-, t `�l -. •` � -. t : • 1 , !\ '68 8 , ` t>F E'fizEt� T R• { � r �Ci Ate t CtE• Wf;�lu ;t :E • t : I ^^��_1�?�I� �//�! Pi AYt� l� x i 1 ;� m V 41 X. EOi3€PEENT r _,� 0 c v v �y _ Fy, x�"� tTl3i Tf .I'r�Js� `�a tn1��" s (n�S F_ It tCtT L_0T p Ci , +a PLACI M � SF. f 'fir ` N ` r �, (T t�pTlii�I A' iF'1P �T �A1 J- y % p j O t3 ' ``' NP011EtAL `` Gi�t�i1? D C C� G LII�C.i3c_ i •-" ._ � j ,• �! M t ' .- - - 73.4,sz Y R r �. .-- .i • 6.6� u ' "� �,vi.t�L��_ `'.,�. ,,_,_� c, `t rl�C ptAY � { i tl _ C � .-r' •r•� ` _ PFcC�, •_ ;� -'' � �Li.. t'tc.A°,� F--s�yP�''1'{'��0 �- 1 ir�� R J �` STA /r_ .�* j}. • _.� ,or +> ' �j _' '. 1i` 0 5 4 ""• `ti /,-,_.. '"`..._._,-.^'``�`y`' `'�~-••.,�-.�° �ti''�r •"q+.,'-.•_•'r ^'^-' r `'J �Jr '��r� r'%A r- "0 ti } Jr_ '� .w.-- "-.-` T_ ._..--•- "^'-"_. `,� ,_q"'F,�`...... •ter'' r� PANNWR No. 8260 40 IONAL 1 \ 1 i � `.fir j t .�-� ,,.� -._,_,-."•-•- yr _-,"-` _ i (1 k, s t , _ _ r,,•/- /� / ,--, SURVEY: C.I. PL-PLC 2' 4GN l ,� -- - - '�, �"` _ DRAWN: JOB NO.: TGP 9907018 I`Typ'! ( i r �- -- ,,,,,,,� �,,.•r. _r- �y SCALE: 1 "=40.0' 10 09.00 E •,/` f .,-''+ / _ - "" `r -1 r,- ' SHEET: 7A/21 PLANT LIST ?r5 2 - _ - PS PS 6 * - -- AS v� IA r. }06 �Q X • ry _ Y- __. _—"—_ "_• �y�,'+ = r �\ ` 3) `� � _.•Y^��•�s.— �.: ,-.---ti� � .. � •`-� TfT-�- nl . � .._._ ..--.7 68 pp r f ..f — PS * r �.1 '' pEENCHEs�ER• € D _ ril , zN WATER P �P oEEpED 10 OF 1 It 1 PS - -- A y/± a - /lrJ;r, 41 4kps PS -- NS } ! AS It I 20' WATER ES PROP' �0 TO BE DEED CHES [ E� s P i ,yl t9 °� 73 cw OF W �� * ) 3 T Is rh a � 72 NS ice- 16 PER �t?I !� r �' ti `-- i'•' r' i rr'` X NNU pEC • r , cam, - `^-,.. _ , tY-t f;�°T• ;-f -�7`'-T } y . -c . • > ,r%t,;y- �. J _•.-„_ ...r--�i � � ' � C� - ; HIG y. us Vw V:G-•-- Y �r i f AG ROPOSO EC1ING L1 K - CONK AR�17 ,110 Sq 1 HGN�.: 35 2 Ft. -- _ _..-••-�- � �- ^rNE EA pG • HG77 • CV Jv G �,� :. ._.. f P` y`+ "• Fri --^'-r` _ - gM ' GA CO 0""^' _ \ NX Ar ZT Sp AW'Cp AS NEEDED, PAP p,G x' GRA E 3 & 1 AS L� :' a LIGH AS *AS A 4 Mtr ,,:: y 2 rs / 1NSVEMEN► SECTION nS _ P� PIS NS 73 - - __ _ � DER SM� • ,' � �' - _.--r 1HE _ - --- i PROP• pEEDE S� R• � l," f ,�'-" 73 OF , KEY QUAN. BOTANICAL NAME COMMON NAME SIZE SPACING AG 18 Acer ginnala Amur Maple 1-11 /2" cal. SEE PLANS AP 4 Acer palmatum 'Bloodgood' Bloodgood Japanese Maple 1-11 /2" cal. " AS 58 Acer saccharum 'Fairview' Fairview Sugar Maple 2-2 1 /2" cal. " BT 4 Berberis thunbergii Japanese Barberry 2 gallon cont. " BM 110 Buxus microphylla 'Compacto' Kingsville Dwarf Littleleaf Box 1 gallon cont. " CO 46 Chomaecyporis obtuso 'Nona Gracilis' Slender Dwarf Hinoki Falsecypress 3 gallon cont. " CV 7 Chionanthus virginicus White Fringetree 3-5 gallon cont. " CA 17 Cornus alba Tartarian Dogwood (Redtwig Dogwood) 3-5 gallon cont. " HP 12 Hypericum prolificum Shrubby St. Johnswort 2 gallon cont. " JV 27 Juniperus chinensis 'Gold Star' Gold Star Chinese Juniper 3 gallon cont. " LA 37 Lavondula angustifolia English Lavender 1 gallon cont. " LS 652 Liriope spicata Creeping Lily -Turf Flats (50 pints) " TB 72 Taxus baccato 'Repondens' Spreading English Yew 3 gallon cont. " Scale 1" = 30 ft t�� Y v z a t1 r rr- t1 4 v (n Lj it' O �y d (N C. 0 o 0 ._; --. - z Z d. V � W Z v tW cc p � Z v a. �= V z Z Q � 0 4 �r Y • i O ♦m% W. U w � Z dp-- V �j • W Lai V �QOC LUAJ moo-- V Q1� W W V�V Uj 0 t/! W d. 0 N o �0 rn rn �N 11) L0 +' N I I N N N (o (0 0 (0 (0 c .Y rn O 0 • 0 v > ti) LO iv ro o X_ X__ U a) X _ o 0 ~ ` N Q Q 0 Op y f U PAIM No. 18260 J ONAL SURVEY: C. I.: PL- PLC 2' DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: 1"=30.0' 10/09/00 SHEET: 8/21 PLANT LIST 4 - s it _ ... f F„Y ..- _ . _. _ ^»"w. � -•\` �' ^-....- -' "-.. �,! - 9-0 rr AS r AS ° s -AsSSS'yam. •,,, _ _ 5)18 � ,( #,'` � t � '.�� 5#8 PR `PARKING — i 4,208. _ -- 760 ``y PE MET 642.99' `-' - 4 A�760 - _ PR. PARKING - - . - ---... 76 ro AS t "66 ° 66 AS AS 1ETERPROPOSE? ATHLETIC C' \ :-- - with PARTIAL MEZZANINE LEVEL FOOTPRINT AR�A: 22,260 Sq. Ft t w� _ 6'6 fi AIN LEVEL AREAL, 22,260 Sq. Ft.'s. _ -----. ,.;',- M-. LEVEL AREA: �4, q• ONE' STORY, HGHT.: t'S Ft. (Ma _____..__•.—'"'- - - AS ./ ROUND FLOOR L�VEL F.F.=760.0 _t _, ,. 4 N GYMNAS4UM�, l¢ f+ _ 72 ? `, ,� .- MEZZANINES UPPER LEVEL `F.F.=772.20 y4 - 1 PR RKI G ARE4= �1 58' _ f , ��" pR. P KI G ER ; 7. AS °° N ° _ ...-- _. _ _J -.-- _ ' ...--'"" r '� /f -._ _ tM►_ :�~y � �try' _---- U P •. 1 fy �'�J f , �I ; P R LEVEL AREA _........... y \ Z # lC , 7. 4-L-41 C� ,"�. P k i THE ,,,, t.�•*'' X ` i, , OF AREA= ``4J 48 9 sf �PR.' PANG PARKIN-�PERIMETE 479.76' arm DING E-._ ;: ���•�,.. � � _..._. ,�._.._ \ �---�.�.. � I'�-:-- ) ���, ,sf'r AS ''_ � � � I , � � � � t(� •� � t f" r ' 5 TB' 5- i (5}T8 AS !1 A° ° AS° f _- - ° ;. _ �� k AS ° AS 4 AS r AS t iaz�?k; �„ ' 1 OP fp YD'r,�t / j 1� T CHESTER• f� CITY OF WIN f , s,�"'zs1 ' f } j 'V Z„.T•Ttt'r`tr W 77 ,,z 5 f�- _ C �� - _ _�- ✓� ;� ._� EX. SCHOOL U FACILITY �_A_j - _ - - �� =_-` F.F.=780.63 t ,��t lI j° A fr pARK SCHOOL ;.. - __ - C.�r' _ ' FACILITY ` O i 4 �...= F.F.=780.63 sN 1 ` Lij O Q ,I `t t -= �-_ _._- _._- ._ _ _,._ ._._ .._.. IDS } ! ,•{'' (; - _ CL '; `1 � 1 •t, t ,F yt S C``� fi!1 � f� .,�j y.:•-'•-•'-'-"`°-.... --lr' f '+-. '. '1 4 , j i J S_ ."tiF 3 t Sj $ ",.j•_.-- 5 f ABLER Ft• ` \ , Vs 1,410 SQ• 24 i ARE . HGNT' + _� E ?74.50 PROP. 2 © TOT- 10 BE WINCH STE �,� }. � � , ��; ' ,,.�,'"` ` '.� •' _----�"' a ni NO PLAN`,— 0 � � ,�'--.-_.-'t.=�}'....i-•-'--:: ,._y, !��_.."�_""...--'--�- .;� .L� �5i Y �' )T � 7{ "'-'"'- y �`-� �,�Ss-...•'-""- `f'f �,-S,`R,.,.�,M1,�ti.i- '4„"!"'?' T'f"'J J t h_ a t{-` I--I..,,,,•,,:,,.,er- 'c'�`'C.aC'b'}'_yC}„<.,,t ,'�•"V""+rw, ., t,"•. KEY QUAN. BOTANICAL NAME COMMON NAME SIZE SPACING AS 54 Acer soccharum 'Fairview' Fairview Sugar Maple 2-2 1/2" cal. 22' O.C. CO 30 Chamaecyparis obtusa 'Nana Grocilis' Slender Dwarf Hinoki Folsecypress 3 gallon cont. 4' O.C. TB j 65 1 Taxus baccato 'Repandens' I Spreading English Yew 3 gallon cont. 4' O.C. 30 0 30 Scale 1 " = 34 ft I ' I ca M 4 r r > 7 m W W O CN -: w 0,4 S3 U Z ad V = Z v a gs.• Lai �r V F i �L F V z Z a N E~V s w Is �r C� ad V o a W . • V Cb Lai o_ J 0 ra-z 0 N a� .'= 30 O V)N L 0 I I N N a c0 t0 �c cn 00 U %_ d• It Q '0 Ln in 0 L o� o _. .J 0 4) X -U- N Q 0 n a 'TN 0p �' T�iOTHY PRIM a No. 18260 -60 d -71 m, jO t, JONA'L SURVEY: C.I.: PL-PLC 2' DRAWN: JOB NO.: TGP 9907018 90 SCALE: DATE: 1"=30.0' 10/09/00 SHEET: ` A /21 >H)I_14}Im NK y , r `' vAt .� '- &L ? PIN:' 98 f 3 flAt tom" - , ✓;;rt I �C� ram,,••► ..+.''�' fig. "�.. _. ----- �p�ifli_-%: �'-� •1 r rt? � � � �_ -!:' M �./" Jam, ••�.. `� 740 00-1 - _ LNG & �. ice`' - `w- f;A- J5 A �, L %% pR(OUC URvo -- _ -I I _400 .y W _-.,.�-. `_` 4 4 �` �-......_• .-.._ ,_ ....._ __...:.-.-- _ ..�.. ......-.._ _:_--.. � ..`-� may`.. � y ,i � � .rn"�""",.. 07714-02 �51f'.-� �C'Y, --��? - --. - -- .._..._� _,_ � � V`t• ram'-., ',.�` �':y l ..� �� ti,`.,� �•ti`" ,_,.- 1..�-"� r Fj ��,.. -.-. et �7;' l�f%� °.� ° 1 " r` 1 ter'-�...,� "���1 •^-._.. .-...-y._._ - ' • - � � �,, `� 4 ,� �.w ��, � i' 3'-CURB GUT'- ,,, y � _ -•.. o • j �,,,, FLAUR-E�SAN. SEW. _ - l FORCE AINl-, - - • N - 59. 58 .pROP::88. BROW �` O A :CONC, -WALK,' 6 .5 RAMP £ 9 i60 ` < yO - 2.8 60`7 Inv =7 7 5 (63.8 �i �•� �• M L 7.2 7014 f ` S - _ 67.0 5 CONC. f \WALK PROPOM ATIi IC CENTER with PARTIAL MEZZANINE LEVEL FOOTPRINT AREA 22.260 Sq. Ft Ft 4 ;, W� FX,1 68.1.-5._ % 8 3 _ IN LEVEL AREA' 22.261 Sq. U ER LEVEL AREA,041 Sq. Ft. t` _ I t I V 68.5 : ONE`'�,STORY, HGHT.: 35 Ft. (Mc1x= GYMNASIUM/GROUND FLOOR LEVEL F.F.=760�20 72 5 ' 3 ( tt i , 5 MEZZANINE/UPPER LEVEL .F.-772.20 ME�f' EST P!T 9.1 3. p ' P.; KING REA'` ( 's A. 40 0 40 Scale 1 it = 40 ft 120 Y,OHL gRA ENDWALL: EW-1 PROPOSED GRADE, EXISTING GRADE TOP: T-DI-1 12'- 15"0 RCP 1 48"01 RISER INV=728.00 60"0 MONOLITHIC BASE �-+•— 8' MIN. --� TOP OF BERM = 742.00 7, r} �— EMERGENCY SPILLWAY ELEV. = 740.80 3 PROPOSED BERM-`''`�si'3e0�f 0 ROCK -LINED SPILLWAY `s G ` tS ..—.-�- {�L ES-1 END SECTION 56'- 24"0 RCP 01.0% INV OUT 727.40F*%� DETENTION POND TYPICAL SECTION N.T.S. 100 YR. ELEV. = 741.29 25 YR. ELEV, = 740.52 TOP: T-DI-1: 4'-10'0 FRAME: 2"o BARS ® 5" CC+/ - TOP = 739.00 1 v 10 YR, ELEV. = 738.98 4 2 YR. ELEV. = 734.18 INV. = 729.00 INV. = 728.5( - - i -_ INV. = 728.00 OUTLET CONTROL STRUCTURE SECTION N.T.S. fJ 3' r. - LROCK -LINED OUTFALL i u 62 b' U.3 Li r5 C W .` c, :•- cF Q E®ig Z O P o � � � W BERM � _ Lai � Z V v VW! � W � d _ CONSTRUCT CLAY CUT-OFF TRENCH O IN PROPOSED BERM, CENTER ON CULVERT, CL DIMENSIONS: 3'W X 121 X HEIGHT OF BERM ~ KEY 2' INTO EXISTING GROUND. z Q a Ac 0 0 0 0 0 0 0 0 0 C7 Q,10 fJ;;.�"'`-�`�`C?(�4?Z7,..,Ci�•.��t��..5�f.�`.s,f!�'r STONEst, o'D-o" �°cAPRON o'c' u ._ W ZI o 0 is r� J 0 0' n c, 0 0. L) 0. 0fir�G0Cr0 rEj<�0'.,o v fir. �r L STONE CULVERT ID L W D I STONE d50 MSD 18 0 RCP & POND 25 20 24 0.8 CULVERT EROSION CONTROL DETAIL N.T.S. V ZNam P Q .�' ��' ii • 4 lo y w • Laj V o ." S! 'per ob O.� Y tt. W CJ LiJ W Q at V C3 �O.V>► W L AJ o H Q' jE a ;ddr O 0 N 3� 0) 0) N to to N N x CD 00 U L It d' O 'o 7 .�i to O i m O s�CL s 3 U 4) x I° H N © O tM a N 260 I�a G ONA1, SURVEY: C.I.: PL-PLC 2' DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: 1 "=40.0' 10/09/00 SHEET: 9 /2 1 f� r -r -- ; 4.7 r 1 r ` 74.1 y 4:5 4.5 72. 0 72• 74.6 f aI16' s 72, ; 90 72, r L - ✓ _ _ - 7.7 7.7 7.79 - - t 't ARY !DD►TtO� t� t SA 1 INK '/ 73. _ t 75. xpPO pNNE T1NG F f rr r t ! r ��Z » Woief ervice' c3»m TEE T ;RA'�p - c t f r rX. Lr�IURC,H 21.2,97 S sT: 7 7 CH USE: 4699 r� 7,y • �S ME N BR HGHi•' 35 2 4 LDO777. N 1 s L- ER F'78 77 r 7 fit. e' .__---�-•,._,_,, i •r�. v --- - yb• 49 f ��_ 5.8 ?5 75. _ ' � i t;4 � _,._.-� -'�-' •`t-- w- ._.. -_ � 75.E � `, _ � ' � s t ,�.--�.' � , \, G _ _Z,5_ f ;s ,,.6- 8( 7 -- ."f SAW-CU ( ASNEEDED, P�f' �'� 74 y j3 GRADE 3.3 4.4 �: T� ' 8 _ IS GTiON 73.1' 7. 7 PA�ME SE 737 �.. 0.0 73 L `ram , Z _kt 3. 73• 72�4vo �'.I?Y , "5 3.0 32 x w A0. /. 03 8 I j ' 4 73.5,E t � � �""`' I €� p, L 300 0 dam. 0 00� 19.36 r 2. Qq _ - 3 , \ 1t 1 P FIELD J t J y PIROFt LD 20'- HCH � ,I.yp f - -i - \ ,rf r RE,BE GRp Ns �\ V, r 0.2 68.3 ,, I Y �,-•/^� yr r'- '''' .-tires ^.", r r�`-�.' { 1 1 ram,_,.-'� ...^._. - I'~. ""' .•,ram'' -^"' _ •.'•- -tip'-'`f 1� � k�"" -'` -_ • ��" _,•- r-P•-� �,.�..-. ~� r-` �. � '`.✓°-�=�.�'�.�.,`•-f `-' _ �---~" _..-•- �''��' .'' ..-"-' �..�-= r ^ ..ter' ``t.. O., >o iST. 2ND. S 3RD. BASES /`*--FOUL LINE �!O COACH' S BOX STANDS OR FENCE 250 MIN. FROM HOME PLATE \ ALONG FOUL LINES \ HOME \ CATCHER'S BOX NEXT BATTER'S NEXT BATTER'S \ BOX 5-0" DIA. � BOX 5'-O" DIA. - \ '0 /GRANDSTAND OR FENCE \ \ \ // 60* - 0" FROM FOUL LINE BASEBALL DIAMOND / BACKSTOP LINE \ STANDS OR FENCE 200' FROM HOME 2ND PLATE ALONG 0, FOUL LINE-` , O 0., �0 PITCHER'S PLATE O 3RD ,< In W o 4 o COACH's O LINE O 00 \iC . I BOXES 3' - O' X 7' - 0" \ / FENCE OR \ / STANDS / WHERE-'" �_�.� .REQUIRED - \ BCAAXCHER'S SOFTBALL DIAMOND I INFIELD MIX DESIGN THE INFIELD MIX DESIGN SHALL CONFORM TO THE FIELDER'S CHOICE BALL FIELD MIXES AS PROVIDED BY LUCK STONE IN RUCKERSVILLE, VIRGINIA. BPBCIFICAT°x M Our bWald mixes lira blends of r thirst m11blrWsis, frIm Of 16W si�orws, tilt, debris, and other dsl*rlous substirms. Mskh q rile product thm* s maximum sclrotern sins of 1/8' t►o(gs ensure #* aonat*WW & quvtty. Typk*#y, the mmWW aamposAws full within the V10I ing tyln 5*' �OINv+r - Skmv Ansysh 04� � 1f� N ' 90 -100 sit 7o - W Iw 66 • Ia rho w • 66 #too 20- 46 8200 7.20 Fwdws Cw'" ft"ra " sww: of - 7 % �, Imo. I w. oe,>wl Iv, CMj: 10 -16% �iM Apl'M D 4U43, Tlrr PM*Ab Ws W&N r S+1k 15 - 2" �1M>tl �rMMi, r M an wrlc 0 8004WLUCK ryWwt,hackstpns.00m 111w ow THIS MATERIAL SHALL BE PROVIDED AND INSTALLED BY THE OWNER. CONTACT: MR. ROGER ROBERTSON OF LUCK'S STONE QUARRY AT (804) 295-9729. 0 I I O I iv � iq m r j FSATTE 2ND BORE: 0 0 ��/ `BASE CATCI- BOX LINES 2ND BASE HOME BASE 90* 6 f \ A. BATTER S z'L O i„i iT (tit ' . 1 W sue, C.) n C, y C; . LJ Z O O z BOX 0 \ \ / / m SIDE EACH 10 \ -0 0 O t m CATCHER'S BOX �. W 4- IAJ F- N DETAIL ETAIL OF HOME w BASE BATTER'S a CATCHER'S -� BOX z Q HEIGHT OF p PITCHER'S ABOVE FIEL, J� ��_ Maio 0 !� = I - 6' 1' - 6" O im 0 .� Ob L --- -- LEVEL i0 jy GRADUAL-- VIAJ PLATEER' S (DOWNCc lil p & W La O 10 V �► W a p� w 0 r 0 - GRASS LINE DETAIL OF PITCHER'S MOUND MOUND MIX DESIGN THE PITCHER'S MOUND MIX DESIGN SHALL CONFORM TO THE MOUND CLAY AS PROVIDED BY LANDSCAPE SUPPLY IN ROANOKE, VIRGINIA. THIS MATERIAL SHALL BE PROVIDED AND INSTALLED BY THE OWNER. CONTACT: MR. STEVE KISSEL OF LANDSCAPE SUPPLY AT (540) 344-2699. 40 0 40 Scale 1"=40ft O �= w d J O O N •"J r- N M :3O �N +' N I I 0 N N 0 (0 (0 N .x �Cn 00 U L..Ir It 0 v 0 o .E L L 3 U N X C_ V) lL N Q O tM a U PAM 9 18260 j ,c> Gti IONAL SURVEY: C.I.: PL-PLC 2' DRAWN: JOB NO.: TGP 9907018 120 SCALE: DATE: 1 "= 40.0' 10 /09 /00 SHEET: 1 O 1 L :,fir e.1d•1 j_ sty ✓/ - _ des M1- c" 13 £ p 08 CL "i s — •. °` •, •s7�• r"" s f 1 '. -' .._.Y —i. ,''._.'_r't 1 t ,-, `X3 !e ;t .Tn1`^' T'L'£ -: `.. �'t 11r10 •!•56 ,r ( 1 � W+.ta�?,'= gg'1 .� f �• � �J :. ..,•+ f' i r� Ca f '�.- ). r 4 7.y Jevo* 0• ti d r /i, f i r 5 Y �° 8t T.$• BC $E CAI- 1 ; Bs+�K�! 0 'rL 1„ -� PROP F TEE atGT. I.' %, %L 9 � -a 8ox NO h 8"x8"x6 � do E 8 „�y 22•5 8 52 � � ,LLI � � •r k ~�.,. l r� i g8 �� 0 .. j 3 / , ' ...,...._......-`.,r-. E.' -- _.. ,_•.__. v- y t Z 1 - is • '`°. Xy �� r^'' .,'' i�.,._3__ u i l \s' T O /r r s) .aJJ IA 3p 3 01- - Ol �dz 41 11R53 g " __ ._,..- ...�. _..._ � ,�—••�,,,� i 9: -r '�-- _ I ,tv.__L___�-.._ _ _ PEN &. _._.._ • - � 4 --Scale 2. Lis Q. so `�..-..� x; JHI ``'77 - �1'Y„'� S- 1 _._ram .��,_..._...,.--._ ,•- 11-_ V Y•z u F \ -�V ,_ tv Iir': �� _... .� �� _„_ - _.,. ... /` _^ Sr d f•.Sr �"'_v �`�- .-^'+-, r'„'.'+W_.' � _ - . .` ._•._._�`4+� „ _ 5 t'tpp •,; ``.�\ = __ \ F y\ :i.J! '/•`^ �{K k'+--�(}��{\ [: 4.n /� . _. .. t' 0 *mot _ �� �'�. r ; ..�^_�': -Y,.�Y r;.'•.'.-"r r-y�f- .,.A .�{ 4_..+% r,_ • � �� •_"..� _ ry ..e-_I' "'" _ 1 `��j ISiiiii .. •' �r - _ = 0 _ •. 1 s- -` Iva pl 0 ► 01/ _,; �` � 1 ` S ' - _ _ pz 'd0ad u 1 ' �,,,�► . ":; - »C__;r�. F� 7 as � �,-" �- 4 - .�gk04,�• �„_ . � _�.�..�- E _ 1� n r��,�`' ����-.,...�`•w'- ,.`_--.. 8 WATERLINE PROFILE - PHASE II WATER MAIN SCALES, (H) V =50.0' V)V=5.0' EXISTING GRADE r _ _ FX. E - m�2,tm._ 775 LOWER A NEEDED TO 775 PROVIDE A MINIMUM 18 CLEARANCE) 770 770 PROPOSED GRADE 765 18" MIN. PROP. 2, 08,30'-8"0 CLEAR EX. 2" F CRCE _ D.I.P. CL, WATERtIN 52 -MAIN _ _ RELOCATE 0 F__-�._. -W . 760 e O a ui 0uj w M.............___ _ x m_ _ __.._�__-_..-.___.� ___ __ _ _.__.�_� _� _ _ _ _�_ W_ z ch o _. a a a a _._ o 00 00 r< 00 o O 10+00 11+00 12+00 13+00 14+00 15+00 O L? La z � Ut's 2 O V /lt1J f`; ry ry r ®®®®® Z Ad O 0 Z_ Q CL Z Z W Q V�vWO� >- CL o • a V) LLJ W � LAJ C T CL �Z F— = _.J V m a0 z z a a � a V! Laj O r 0�� mVNV)W w W > Y Y L W V W � O CCuj 0 C3 Z �> Id � v Lai �D m aN 4 l�J `0 0 O N O V) N r N LO to 0 I i N N N 4.1 •0 (0 (0 ,c •rn 00 Q V L. It It 'a s` v� Co O is c U CL _0 X 'S W LL H N t0 M a TOOK AM 9 No. 18260 Ao oqu.1dz' `s's, AL PL-PLC DRAWN: TGP C.I.. 2' JOB NO. 9907018 SCALE: DATE: AS SHOWN 11 /20/00 SHEET: 12 /21 v 114 �.5 ,5 - 74. 1 3"e_ Date _ �-_' - f ,' f ' !y 4 \ �z EX; 6", PVC SCH. r i Son. rEE� ' --{ 1 / ( ' �` f ? �.� `� SAN. SEW. SEIMCE: PR, "X�" X $C S .8• j ; 0 _ - = Fl 2a8 iOtsp1 Q a s - t /r Y 1t r / _, w ...� .k } -� t g4x f, ' ? at n.� -� a ,r' k # Ct. 5� PROP. & t 8• �t� O? f!- Z �' 4 `, s �:s `�" I K A a� P � ,f woter 72•4s�«�Lot' Mc .) 'L� "e ExtyP t ..��{ rjt I-y `. 9 F t `ro eu ( 0 7 2.Oax i '`sdC i A 2 ya# 2. �' 6 70. { E. �0 72.04 • �1- 34 A.� '1 15. 5 t 5+ , a"SNIT • r 7 74 _.., r t a § 4 �y"M \• 4 h 1 v WS 1{{` �. i. s 7 13U(I DING ? �^ �-_266. $"e CH�l�'f;H r� 5-^-"'�1 f F ''.' t - `-l. 775'.:7.•* a 2227 .74' ,i, \lrn w771. 2.5 l,C =� sflt 3 z _ 52 ll E` �?£. _ .�7F.-777, CL. Tom' 7, CHi:H , I u► 1 lY E { piKE VAI i t 7.79 t �15:tt9 EX. Inv..772.76 Li3f1; r it C.0 trtv,•c;7F333 00 -' --_ 7C. l r _ i� - - Ex. SCHOOL. GO' �I: NG - -� _ F Fr780.83 t 4 75. 'r- y�t1 RY� k1j a _•� - l i g ' FACILITY go o- �, r W J 1 r� rtc g: ,C CO(dNE i Ft. s, + =°m _ r 1401 r �• t _. �� Ft. �", 1pip - Ft• - l g+ o p o E s� scar.: 2 : _ Fn�. } OC'• F tX. AFT OL £ 54, PROP • 20, W0 TO r 3 t __- Tea 4 7Q �.0 p(t+3C x.::R�EL s r' SO ��ES _ _ J ` ; 5 78 f� r �?7.e- "••- �` �/ �._..L/,..--.���_.,�•� _t'. F.s L xSEx. SCE 84•J3�._\ yFACILITY \ 11 ; F..778.>x n n . ..•` ._.,,, � -^'J' � � ? `'� � � � 4rn.L-+'7s6.87 p �,� HYDR t t N 1 _- "} i_- J t y§. _ ` .' 6.29 4 s f 6.p - --�- s - _ 1F � ` t ` PROS. 4�e _ CON.14EC R4i E.� t , f 1` - 5: ;°�2.90 { t _ ASER t t _ K n _ 7'32.. f 75. i i ` { PVC �- W a 7�y� 7g• 5.8 � j s s. ; t _ _ - A r `- ?)xO 'Q 2. •{g f !4 ! ^ - N • 75. �5 t- 15 t215 pL�Og"ii$� '� 75. 4 t jai -'� n 9 t00'-3/4"0 r0 �_ - 3.s 3.E 1 �� g, piP� CI.t2a-- a j fr' �3 f 1<� _� �� 4� 1/ r .m�4Q t 7o.i CO�pER SE CS 7.7 7 ' _ - _ _ - �v - �l 74 >3� 3 -C13T PAV 0. vlFCI 'A ' fNG AREA 1 �, ! P. 6 45 f �.`_ _,� __ ._t G As 4 t t; t 72•� o �- SAW NEEOE r PA t t t , 8EN0 & t.8. A 7S•3 ! 74. 8 I�tLSTALL i l SECTION t 1 F { is 6e 69�9 _ +f 3 f y .n,CC X -4 « i�i A 73.1. 75.7 « ip I�� _ t. 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(H) V =50,0' (V) 1' = 5.0' E XISTING GRADE PROPOSED - GRADE 775 775 EXISTING GRADE EX. STM DRN. VERI Y LOCATION IN FIELD 770 18" MIN. ,. 770 TM. 18" MIN. CL AR STM• APPROX. LOCATION V R SEW.() CLEAR SEW. OF EX UGE 765 36" MIN VERIFY 114 FIELD SAN. 765 COVER SEW. LAT. of F RCE MAIN PHASE 1 VYATER MAIN RCP. 2 508.30' 8" 0 PROP. 2 50 D.I.P. CL. 52 .30'-8"0 WATERLINE D.I.R. CL. 52 WATERLINE 7601 0 z z cc 7551- 755 = 3 a w - J Q V) a 750 o_ 750 rA Q x �: r x L� x m m m �3 a >: o o 3 r N .- > z � W W > J U W Z V)W I- W LO to 00 N LO � r w m N Li o 0 0 0 0 01 0 66 O 0 O 0 0 0 W -, °- a a Q_ a 0- 0- a o_ Q_ D_ a. a -j < Q ^ o -- o 0 0 o 00 .- 0 0 0 0 = At O .- A �- 'Arn 11) O O tri o0 O O a- cli O + + ♦ + 1 + + +� 00 + •i 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 {E3 L X WQ. 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"p T water t.+•±r� 5,�.,.. f,�, �'�" ^ r % }r` r _% r J =x' t �.-„'' 'EEif 51 r'f t . �`� ; s --_�. 'f l /• % J �' fr f.' f 'X t � n' tj Tel' Scale 1" = 50 ft EX. 6" PVC SCH. / SAN. (�SEW. SERVICE Pub s'PA T 10 WATERLINE PROFILE - PHASE I WATER MAIN SCALES, (H) V =50,0' (V) V 5.0' 770 770 " PROPOSED GRADE EX. 2" FORCE MAN 765 11or (LOWER A NEEDED TO "PROVIDE A MINIMUM - 760 760 EXISTING GRADE STM. SEW. 755 755 VX-18*' MIN. „o wArEg SERVICE k, CLEAR VERIFY LOCATION & DEPTH IN F ELD) PROP. 31.84'-10" 750 D.I.P. GL. 52 WATERLINE 750 AAINT IN 1 " Yle SEPARAT N 745 745 " x m Ad > 740 740 bi r w o x r r V r w 735 P0 o z z 735 x m Ind m 001.0 — — O Y N N r x r r r w N N OOD O 0:LL F O O O Z Z ►_ > O I• rn o w d w O w Is')Z WIZ 01 10+00 11+00 12+00 13+00 14+00 15+00 0 iol.1tl cis I� (n z z cc. t W Z o lyJ U-1 z iy: uS O NONE Z 0 H 00 Jd —OC a. M -... a2 ��2E AC H .a a c a yU Wp3 W cc JAW OZ �OQ O� MC CC a Z v 'a LAJ �_ z N N O C> • NZ t/� U LAJ MddAd > N LL Y w ` , a Ne 0 1-- W p: uJ G >U� v LA - Lai tO m w = �' O _ a Q o O -J � • N :3CD 0)0) N Lo L0 � I I N N V) O (D (D Y 'rn o 0 u � .� o 'o o� m o cL C 0 U _0 X V) 3 t0 F•- N a o to a TH Opp `L' f oo.N260260 �o oe�o��oZ } G� �`�SIONAL SURVEY: C.I.: PL- PLC 2' DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: AS SHOWN 11 /20/00 SHEET: 15 /21 INSTALL WYE IN EX. 6" 0 PVC SEWER AT EX. LIFT STATION TO ACCEPT 1 1 /2" FORCE MAIN (SEE DETAIL THIS SHEET) PROP. 1 1 /2"0 SCH 40 PVC FORCE MAIN APPROX. LOCATION OF EXISTING 3" WATERLINE FIELD LOCATE FORCE MAIN TO AVOID EXISTING TREES & EX. UTILITIES RESTORE ALL EXISTING FACILITIES DISTURBED BY CONSTRUCTION TO PRECONSTRUCTION CONDITION (TYP) PROP. LIFT STATION (SEE DETAIL THIS SHEET) OPEN CUT ASPHALT ROAD MAINTAIN ACCESS AS REQUIRED THROUGHOUT CONSTRUCTION PROP. 22.5' BEND PROP, 6" 0 SAN. SEW, (2) 45' BEND 50 0 50 Scale 1 " = 50 ft 150 FORCE MAIN ROUTING PLAN SCALE: 1 " = 50' EX. LINES TO i"0 SEW. PROPOSED 1 1 /2" FORCE MAIN CONNECTION DETAIL N.T.S. BACKFILL TO 4" TOP OF STRUCTUR 30' X 30' ALUMINUM HATCH WITH HINGED ACCESS DOOR RAIL MOUNTING PLATE — MOUNTS TO HATCH FRAME ffflL�liStl�1R� -- �Mr 60' DIA. CONCRETE WELL FLEXIBLE BOOT Y ' 6" CONNECTION INV. ELEV. = 767.00 FROM BUILDING WATFR At ARM +4F,' LIFT -OUT CHAIN PLAN V,IVVn vI'LL.YL 24' X 24' ALUMINUM HATCH WITH HINGED ACCESS DOOR DUPLEX CONTROL PANEL PROVIDE VISUAL AND AUDIBLE ALARMS ; ALUMINIM SEAL PLATE ��--yy��yy/CORD GRIPS �--4" PANEL MOUNTING PEDESTAL 48' DIA. CONCRETE VALVE PIT M 00 m GENERAL - Furnish and install a complete non -clog sewage pumping system consisting of : 2 Myers WGL20-21 submersible grinder sewage pumps and SRA-125 lift -out rail systems, OR EQUAL, valves, controls, access covers and all other appurtenances to make a complete system. The grinder unit shall be capable of macerating all material in normal domestic and commercial sewerage including reasonable amounts of foreign objects sych as small wood, sticks, plastic, thin rubber, sanitary napkins, disposable diapers and the like to a fine slurry that will pass freely through the pump and 1 1 /4" discharge pipe. The discharge shall be 1 1 /4" NPT. ELBOW - The discharge elbow shall be 1 1/4" x 2" and shall be integral to the base assembly. LIFTING CHAIN - An adequate length of stainless steel lifting chain shall be supplied for removing the pump. The chain shall be of sufficient length and shall include an adequate number of lifting rings for easy removal. OPERATING CONDITIONS - Pumps shall hove a capacity of 15.0 GPM at a total head of 13 feet and shall use a 2.0 HP motor operating at 3450 RPM. MOTOR - Pump motor shall be of the submersible type rated 2 HP at 3450 RPM. Motor shall be for single phase 230 volts. Single phase motors shall be of capacitor start, capacitor run, NEMA type. Stator winding shall be of the open type with Class B insulation good for 130o C (266o F) maximum operating temperature. Winding housing shall be filled with a clean high dielectric oil that lubricates beoring and seals and transfers heat from windings and rotor to outer shell. Air -filled motors which do not have the superior heat dissipating capabilities of oil -filled motors shall not be considered equal. Motor shall have two heavy duty boll bearings to support pump shaft and take radial and thrust loads. Ball bearing shall be designed for 50,000 hours B-10 life. Stator shall be heat shrunk into motor housing. Single phase motors shalt hove a heat sensor thermostat and overload attached to the top end of the motor windings coil to stop motor if temperature of winding is more than 200oF). SEALS - Motor shall be protected by two mechanical seals mounted in tandem with a seal chamber between the seals. Seal chamber shall be oil filled to lubricate seat face and to transmit heat from shaft to outer shell. Seat face shall be carbon and ceramic and lopped to a flatness of one light bond. IMPELLER - The impeller shall be of the recessed Myers type. Impeller shall be cost iron and shall be threaded onto stainless steel shaft. The impeller diameter is 3.750 inches. BEARING END CAP - Upper motor bearing cop shall be a separate costing for easy mounting and replacement. DUPLEX CONTROL PANEL A Nemo 4X fiberglass control panel shall be furnished with the pumping unit to be installed, as shown on the plans. The panel enclosure shall be molded of gloss reinforced polyester resins which are chemically resistant ro corrosive atmospheres. The resin shall be pigmented to import a gray color to the enclosure and be resistant to ultraviolet light. The enclosure shall have a hasp for padlocking (padlock not included). The panel shall include a pump circuit breakers, alarm circuit fuse, control circuit fuse, I.E.C. rated motor contactors; Klixon overloads, pump hand -off -auto switches (momentary in the hand position), alarm test switch, pump run lights, seal leak lights, start and run capacitors, start relays, alternator relay (solid state), override relay, terminal blocks, ground lugs, and oil necessary wiring and brackets. The control panel shall be fitted with a red lexan (polycorbonoted) alarm light. The light shall be approximately 3" high by 3 1 /2" diameter. The globe shall be mounted on top of the enclosure with a neoprene gasket. The lens cannot be removed form the exterior of the enclosure, The lens may be removed by entering the interior of the enclosure and removing four (4) # 8 screws. The bulb shall be 40 watt minimum high intensity -medium base type. The bulb shall be easily replaced by removing a thumb screw from the support bracket on the interior of the panel. The alarm shall have a bright glow and flash during high water conditions. The alarm light will go out when the water level drops. All internal wiring shall be neat and color coded. Each wire shall be a different color or stripe (except for grounds), and all incoming wires shall terminate into a box clop type terminal block. All control wires shall be 14 Go. Type TEW rated for 105oC. A schematic diagram (showing wire color) shall be permanently fastened to the inside of the enclosure. An Installation and Service Manual shall also be included with each control panel. The control panel shall be U.L. listed as an assembly. UJ III CMU <°: l SUPPORTS 2' X 1 112' REDUCER 'ON' LEVEL +40' p FLAP GATE 5" MIN. _ :; 2' DRAIN 2' GATE VALVE `t 2' DISCHARGE PIPE 2' CHECK VALVE `' 3/4' PIPE GUIDE RAILS ---MODEL (2)WGL20-21 SUBMERSIBLE GRINDER PUMPS AX ---SRA-125 LIFT -OUT ASS'Y. 8' x 8' FILLET(TYP) y` - .. ;. •:2 .k.� .:t`. e. '.F�'., ._ - :•LOB F �'�. SECTION ON —SITE SEWAGE LIFT STATION N.T.S. PRESSURE PIPE 0" 24" PLAN SECTION THRUST BLOCK DETAIL N.T.S. FORM THRUST BLOCKS WITH MIN. 3000 PSI CONCRETE. DIMENSIONS SHOW ARE MINIMUMS. FORM THRUST BLOCKS AGAINST UNDISTURBED EARTH IN TRENCH FOR HORIZONTAL SUPPORT. ' CRUSHED STONE(TYP) OMPACTED SUBGRADE(TYP) HALLIDAY PRODUCTS SERIES F1 R ACCESS DOOR (FLOODTIGHT REGULAR) STANDARD FEATURES: • STAINLESS STEEL HOLD OPEN ARM WITH POSITIVE LOCKING • STAINLESS STEEL HINGES AND ATTACHING HARDWARE • STAINLESS STEEL PRESSURE LOCKS • 1/4" NEOPRENE COMPRESSION GASKET • SINGLE LEAF CONSTRUCTION • 625 LB., PER SQ. FT. LOAD RATING • 10 YEAR GUARANTEE MODEL NO. DIMENSIONS UNIT WT. A B C D F1 R2424 24 30" 24" 30" 66 LB.. F1 R3030 30" 36" 30" 36" 1 86 LB.. HATCH DETAILS N.T.S. PROVIDE PAD LOCKS AND KEYS FOR EACH HATCH. LIFTING - HANDLE PAD LOCK LUG MOUNTING HOLES FIELD LOCATE do DRILL 7 ill------------------------- III t! u tl ! ! Il Ill I It C II t'l l Il 1111 III' II L 'I 'ill � B —B STAINLESS STEEL i1 i I!i z a PRESSURE LOCKS lI l'll III I i (3) i4 i i�i o ill i 'i i' i l4 11 I f it V p t" 1 /4" THICK DIAMOND ii i ill ilt' fi PAT. ALUM. COVER it i Ili ilk, xi1 is PLATE li ' iit X. X if i'l iIIpI I II Ilt► X Y. Y, IIll i'tl II'I 3" A OPENING 3" B OVERALL PLAN SEAL N Ll A OPENING r � SECTION A -A Pump Performance old Head In 6 SUBMERSIBLE GRINDER PUMPS MODEL: WGL20 SPEED: 3450 RPM 5S5 DIA. Imp. 32 28 too 5 24 4 S'a 20 60 16 34' - 1z 8: 20 4 U.S. Gal 10 20 30 40 50 Liters 38 76 114 151 189 FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL OR CRUSHED AGGREGATE UNDISTURBED SOIL OR CRUSHED AGGREGATE OVER ROCK L.M.A �y C••i Lu 0 f� n R Ago W fr I= =3 C �U c.i 0 4119 0 o O O N •'J `- �O N M (n 0)0) h � N N if) tf) I I � � N N L tU t0 0 (0 (0 C �p) _C O 0 O U >Lo R `) rt L 0 6 m C 0 _C_C C 0 6 Q N O Q a yTli 0,; U TWO� P N . 8260 O.D. TYPICAL FORCE MAIN PIPE BEDDING DETAIL N.T.S. MINIMUM BURY DEPTH = 36" SURVEY: C.L: PL—PLC 2' DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: AS SHOWN 10/09/00 SHEET:17 /21 50 0 50 Scale 1 " 50 ft 150 FORCE MAIN ROUTING PLAN SCALE: 1 " = 50' PROP. GRINDER PUMP STATION TOP=771.00 INV. IN=764.50 INV. IN=764.50 INV. OUT=764.88 PROP. 1 1 /2.0 SCH 40 PVC FORCE MAIN PROP. 4" 0 PVC SCH-40 SAN. SEW. LAT. ® 2.08% LIFT STATION DATA DESIGN CRITERIA temporary classroom modules: (2) Cad 1300 sf each design students per module: 30 design flow per student: 10 gallons total design flow: 600 gpd SYSTEM COMPONENT DESCRIPTION A. Piping Gravity sewer pipe and pressure pipe and fittings called for on the plans shall be SCH 40 ASTM D 1784 with solvent cement joints assembled in accordance with ASTM D 2855. No bends greater than 45 degrees shall be used in the gravity sewer line. The pipe trench bottom should be constructed to provide a firm, stable and uniform support for the full length of the pipe. Any part of the trench bottom excavated below embedment grade should be backfilled and compacted. Concrete thrust blocking should be provided at each change of direction of the force main. All pipe shall be installed with proper bedding providing uniform longitudinal support under the pipe. All pipe should be installed by placing the initial bockfill material to a minimum depth of six inches over the top of the pipe and compacted. All pipe embedment material should be selected and placed carefully, avoiding stones over 1-1/2 inches in size, frozen lumps and debris. Sharp stones should be excluded from the embedment material. B. Pump Chamber The pump chamber should be a 1000 gallon precast concrete unit from Winchester Building Supply or equivalent. The tank should be water tight. All pipes entering or leaving the tank should be sealed by grout or rubber boot. Pump Chamber Data interior chamber dimensions: 63'"h x 51 "w x 97"1 liquid volume per inch: 21.4 gallons drowdown: 10" pump head: 22 ft. +/— pump spec.: Meyers Model RG-10-1.0 HP(or equal) reserve volume: (48 1 /2" — 25" =) 23 1 /2" (503 gallons) Item Distance From Chamber Bottom pump intake: 5"+— pump on float position: 18" pump off float position: 8" high water alarm: 25" pump discharge line invert: 54" invert from modules: 48 1/2- C. PRESSURE CALCULATIONS The pump will be sized in accordance with the head loss calculations shown on the table shown below. D. PUMP AND CONTROLS The final design pump head is shown on the table below. The head includes minor losses produced by system fittings. The design head for the proposed pump is 22 feet. The proposed pump will be a 230 volt, single phase, 1.0 horse power grinder with a 1" NPT discharge. A master disconnect switch and manual over —ride switch is required on the pump control box. The alarm is to be wired on a separate circuit than the pump. PUMP ID PUMP DISCHARGE HEAD LINE FLOW LINE LINE I . MINOR SYSTEM PUMP ELEV. ELEV. ELEV. DIA. VEL. LENGTH LOSS LO HEAD HEAD ft. in. pm. fps.) (ft.) ft. ft. ft. ft. MODULES 7 772,Q 7 1.38 15.0 3.22 155 4.78 10.15 0 27.93 NOMINAL FORCE MAIN DIAMETER IS 1 1 /4". ACTUAL DIAMETER OF SCH 40 PVC IS 1.38t INCHES. FINAL BACKFILL SELECT BACKFILL VDOT #57 STONE DETECTABLE TAPE— '" ALUMINUM FOIL CORE 'NESS; GREEN FORCE MAIN BEDDING DETAIL N.T.S. MAINTAIN A MINIMUM DEPTH OF BURY OF 36". VISUAL ALAPA, [S` a� H—O—A UG CONDUIT TO MODULE FROM MODUL WATERTIGHT NEOPRENE BOOT (OR EQUAL) (TYP) IN FROM MODULES INV. ELEV. = 764.50 2 LATERALS CHAMBER BOTTOM - ELEV = 760.38+/- 3000 PSI CONC. PLAN �Oa v N SECTION FORCE MAIN THRUST BLOCK DETAIL N.T.S. REQUIRED AT ALL BENDS IN FORCE MAIN NEMA 4 ELEC. CONK. BOX L_I LI L Lr L E # f 3 ! PLAN TOP=771.00 MANHOLE PROP. GRADE 2' MIN. COVER PVC FLOAT SUPPORT I . 6' CRUSHED STONE •.......S ...-..............' ;_^n; .. '..�..�.� ...... COMPACTED SUBGRADEI SECTION PUMP CHAMBER DETAIL N.T.S. 3"(TYP) TO EXISTING GRAVITY SEWER GRINDER PUMP PRECAST 24" DIA. CONC. RISER & TOP STEPS CAD 12" c. c. CAMLOCK COUPLING 1" GATE VALVE HOOK CHECK VALVE :3 INVERT EXPANDER TO 1 1/4"o FORCE MAIN +54" (764.8� 3/16" WEEP HOLE CORROSION —PROOF LIFT CHAIN HIGH W +25"-- PUMP ON ++ 18" SEE O O N 5O 0) 0) I\ r- N N 0 0 I I � N N (D (0 0 (0 (D tZA -Y 00 U It t hk ° v Wm N C 0 �s C : U N X c N O a T&JOiT" PLANTER ' No. 18260 d� 6 IT'40t,wG�4 �i4SI ONA'L SURVEY: C.I.: PL—PLC 2' DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: AS SHOWN 10/09/00 SHEET: 17A/21 DIRECTION Of 1' 1'-6" * * COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 TEMPORARY ROCK DAM N.T.S. SPACING BETWEEN CHUCK DAMS L = TILE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION TEMPORARY DIVERSION DIKE Comnact.ed Snil ORIGINAL GROUND ELEV, DIRECTION OF FLOW 67 CU. YD. /1 ACRE DIRECTION OF FLOW (V AREA DIRECTION OF FLOW I TEMPORARY SEDIMENT TRAP RN G1 GROUOUNDD ELEV. 1.0, 67 CU. YD./ACRE ^ ti 67 CU. YD./ACRE (EXCAVATED) 4' MAX. FIXER CLOTH oRIGUTAI. GROUND ELEV. -SEE PLATE 3.13-1 COARSE, AGGREGATE" CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) m (IN AC.) [' \ (IX DRAINAGE AREA ERRDIVERSION DIKE �A COARSE AGGREGATE" EXCAVATED / FILTER CLOTH AREA ..COARSE AGGREGATE SHALL BE VOOT #'3, 13S7 OR 15 OUTLET (PERSPECTIVE VIEW) 67 CU. YD. /t ACRE 1 / I / '—ORIGINAL GROUND (EXCAVATED} � L/ FILTER CLOTH L ELEVATION COARSE AGGREGATE ** AREA CLASS 1 RIP RAP 1 * * COARSE AGGREGATE SHALL BE VDOT J3. #357, OR /5 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL LENGTH (IN FT.)= 6 X DRAINAGE AREA (IN AC.) 't • ►I! - ITV ^. � IN AI /V pY wJ r• ^.~ /.•.. �„y �,y r�1 � ^� ^r ^. AM �.s ti� EXCAVATED AREA OUTLET (PERSPECTIVE VIEW) P1 AM . MIN M.0, DIKE ZEnr• IrM IrI ♦r Ar' A� .,+�� Pw M� ^~ fr ^w A. �.,�, �+ ~� Iy., AV .n• i.wn wV �' ^y ~N AV �'~ ^� h1 Iur �.y wr �V I.V I•� M -- ,..... SILT TRAP NO. DRAINAGE AREA WET STORAGE d1 DRY STORAGE cl OUTLET h NOTES (ACRES) AREA 1 (S.F.) (ft.) AREA 2 (S.F.) (ft. LENGTH(ft.) (ft.) 5825 SO. FT, 2915 SQ. FT. VARIANCE REQUESTED: SILT TRAP 1 3.22 AC. (300'x20') 1'0 (300'x10'} 2' 20' 2.5' SILT TRAP CONTRIBUTION DRAINAGE AREA 5608 SO. FT. 3739 SO. SILT TRAP 2 3.10 AC. 1 /2)(200'x70') 1'0 /FT. (1 /2)(150 x50 1 5' ZO' 2.0' VARIANCE CONTRIBUTION DRAINAGE AREA 3780 SQ. FT. 2520 SO. FT, SILT TRAP 3 2.09 AC. (50'x100') 1'0 (50'x55') 1.5' 13' 2.0` NONE TOE REQUIREMENTS FOR BANK STABILIZATION FILTER CLOTH UNDERLINER (PREFERRED) GRANULAR FILTER SILT FENCE DROP INLET PROTECTION 2 X 4' WDDD FRAME T jAX. Ii I. I V STAKE DROP INLET WITTHH �GjRATE MI.—_ FRAME 3' MIN. I I GATHER EXCESS UAT CORNERS PERSPECTIVE VIEWS 1 a1' MIN. ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. t 1 11• t Iua �iF�' i 1 1 � room Isor i�ilSi i Hlas ._�.i� MWIM s a ILT ' ,tla1 7 • ,,.�tt VnIyq��1�71 ILN RIJI 37.9 • , swim -a IIf11 71lt 3 Y •srylr�/� t�1R taI i •..I't 1P: 1'•� �4�.* III �� aaG�p{p��a1� .TM► Y- of t.a r. yri` Ill! I 31 6: Err.!! •j•2W. � It �1 IDIR1IIRtli 1}Wtl4ri+�Z to IIINlt i lf�il�{y��t41WYNltly �.; �,�j'P �,L'It nu t , WYMtI nx St a i .Ir__w�yyyy,n�la I IIII} t t tI Ia,t�aI ad F'ti/►��'7 yBt�I1I ,t11tAAAyy4...7�7_7_111III1II�aia1 IIIIf t 1 A91 4". Itlt 1, 1 '"1 aae' In ; v A �Ml1M t' f�1�ly Inn I tl ?3 Gi���=��iy`mi��jii �� j7,yy •` '1 "�71 tem�ppt I13i SIIII �:7WY •,..II�.r.L,di� �, ria�ilSla 43 i�� I 1 1 / It 11 It 111 — SEEDING RATE NORTHa SOUTH' PLANT SPECIES 2 3/1 511 8/15 2/15 5/1 9/1 CHARACTERISTICS Acre 1000 ft to to to to to to 4/30 8/15 1 11/1 4/30 9/1 11115 OATS 3 bu. (up to 100 lbs., 2 lbs. X - - X - - Use spring varieties (e.g., Noble). Av a saliva not less than 50 lbs.) RYEd 2 bu. (up to 110 lbs., 2.5 lbs. X - X X X Use for late fall seedings, winter (Secale cereal e not less than 50 lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. 1 lb. X X Warm -season annual. Dies at first Setaria italica frost. May be added to summer mixes. ANNUAL RYEGRASS` 60 lbs. I Ih lbs. X X X X May be added in mixes. Will lium multRift orum) mow out of most stands. WEEPING 15 lbs. 51h ozs. X X Warm -season perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes (Eracrostis curvula) and acid, infertile soils. May be added to mixes. KOREAN 25 lbs. approx. I Ih X X X X Warm season annual legume. LESPEDEZA` lbs. Tolerates acid soils. May be (LeWede- sti ulacea added to mixes. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2, b Southern Piedmont and Coastal Plain. G May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. - May o-Qt be planted between these dates. STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING A 3 PAVEHEHT '50 FILTER CLOTH g' MIN, HDIINTADLE BERM - A (OPTIONAI> SIDE ELEVATION EXISTING GROUND 70' MIN. a WASHRACK t0' MIN. (OPTIONAL) 1, 0' MIN. !2' MIN, IL•--- EXISTING PAVEMENT 1 VDOT 01 �� POSITIVE DRAINAGE I to, COURSE AGGREGATE D TD SEDIMENT DEVICE iTRAPPING • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN, Y MIN. - - _ 3- MIN. FILTER CLOTH SECTION A —A 6'-7' REINFORCED CONCRETE DRAIN SPACE SECTION B—B CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) T. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. r t — ! [IIII 1 FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. yypp1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC IIILiI i ARE I —1 L TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay IN - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. TABLE 3.31-A LIMING REQUIREMENTS FOR TEMPORARY SITES Recommended Application .pH Test of Agricultural Limestone below 4.2 3 tons per acre 4.2 to 5.2 2 tons per acre 5.2 to 6 1 ton per acre 1 SODDING , LAY SOD IN A STAGGERED PATTERN. BUTT THE STRIPS TIGHTLY AGAINST EACH OTHER. DO NOT `A wwrm LEAVE SPACES AND DO NOT nwml nN , OVERLAP. A S144RPENED .N, MASON'S TROWEL IS A HANDY TOOL FOR TUCKING ,w. • `'"�' DOWN THE ENDS AND TRIMMING PIECES. 13117]lhki - ANGLED ENDS CAUSED BY THE AUTO- INCORRECTNATIC SOD CUTTER MUST M = BE MATCHED CORREMY. CORRECT I t�i1 _ (SI'Ia'itu. WATER TO A DEPTH NOW WHEN THE SOD IS TO ACHIEVE FIRM OF 4' AS NEEDED. ESTABLISHED - IN COMACT WITH THE SOIL, WATER WELL AS SOON 2-3 WEEKS. SET THE AS THE SOD IS LAID. MOWER HIGH APPEARANCE OF GOOD SOD SHQU1S OR GRASS BLADES. GRASS SHOULD BE GREEN AND HEALTHY, MOWED AT A 2--3- CUTTING HEIGHT. THATCH - GRASS CLIPPINGS AND DEAD LEAVES, UP TO I/Z' THICK. ROOT ZONE - SOIL AND ROOTS. SHOULD BE I/Z'-3/4' THICK. WITH DENSE ROOT MAT FOR STRENGTH. DRIP LINE PROTECTNE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING ar a rr r a a MIN. 5' � ",�1" •ty 9'YYM� r ..y. WHERE DRIPUNE IS LESS THAN CONSTRUCTION OPERATIONS RELATIVE 1 TO THE LOCATION OF PROTECTED TREES FENCING AND ARMORING i DRIP LINE � I v SNOW FENCE I _,,flUHI IIIIIIIt1HI I Illrlll / h.. ,uw..,hllumlltttlt .I 00 �,�: 00 00 atrl ++rt BOARD FENCE 00 /tM CORD FENCE PLASTIC FENCE CORRECT METHODS OF TREE FENCING ,SON_ CORRECT TRUNK ARMORING VA 00 TRIANGULAR BOARD FENCE TABLE 3.33-A (CONTINUED) TYPE OF SOD AVAILABLE IN VIRGINIA AND RECOMMENDED USES Tall Fescue: Adapted to the entire state. Recommended Tall Feec e Varietiee: 90-100% Amigo, Apache, Bonanza, Chieftain, Finelawn 5GL, Mesa, Rebel iI, Shenandoah, Tribute Promising Tall Fescuec Certified Arriba, Austin, Avanti, Aztec, Cochise, Crossfire, Eldorado, Hubbard 87, Jaguar II, Maverick II, Monarch, Olympic II, Phoenix, Safari, Shortstop, Sundance, Taurus, Thoroughbred, Titan, Tradition, Vegas, Winchester, Wrangler I 0-10% Kentucky bluegrass: Baron, Cheri, Columbia, Monopoly, Nassau, Ram I, Victa Ber•mudagrass: Tufcote is adapted to the Richmond -Danville -Newport News triangle. Midiron may be used east of Roanoke and south of Charlottesville. Tifgreen and Tifway may be used to the east and south of Richmond. Vamont may be used east of Roanoke and at lower elevations in southwestern Virginia. Certified Midiron, Tifgreen*, Tifway, Tifway II, Tufcote and Vamont Zoysiagrass: This sod performs best in southeastern Virginia. Meyer, Emerald* Note: Common Bermudagrass is not recommended for sod production. * Only recommended in southeastern Virginia. p Q tP Ca N Z O E., III a O � V vW�>>d H N ad Z 02 1 V Z Lai 0� p�G~I� v � � Z OC V t/! p� W (� Lai O. V > ob Cie b Lai CC°i �W ta0 V 1► W LL,i O d -f dg 11J O ° O N 3 1�/� II^^ ) V/ W 0) ' N ur) CN 04 (0 W 4a 0 DO UO O �O+ 0 -0 LO (D 'v m C s O C 4) X In t� N Q 0 11 a �AyTN 017700 Y rj PAAM9 No. 8260 G �`4`�jONAL SURVEY: C.I.: PL-PLC N/A DRAWN: JOB NO.; TGP 9907018 SCALE: DATE: AS SHOWN 10/09/00 SHEET: 1 ` /2 1 CONCRETE PIPE CULVERT CRUSHING STRENGTH (LBS. PER LIN. FT. ULTIMATE STRENGTH, OR CLASS) PC - 1 DIAMETER (1N.) AREA (SQ. FT.) MAXIMUM METHOD A BEDDING HEIGHT OF COVER IN FEET DIAMETER (IN.) STRENGTH OR CLASS NON REINF. Ill IV V 12 0.8 1800 (149 14' 19, 29' 12 15 1.2 2125 (14') 14' 19, 29' 15 18 1.8 2400 (14') 14' 20' 129' 18 21 2.4 2700 (13') 14' 20' 29' 21 24 3.1 3000 (13') 14' 20' 29' 24 27 4.0 14' 20' 29' 27 30 4.9 14' 20' 29' 30 33 5.9 14' 20' 29' 33 36 7.1 14' 20' 30, 36 42 9.6 14' 21' 30' 42 48 12.6 14' 21' 30' 48 54 15.9 14' 21' 30' 54 60 19.6 14, 21' 30, 60 66 23.8 14' 21' 30' 66 72 28.3 14' 21' 30, 72 78 33.2 14' 21' 30, 78 84 38.5 14' 21' 30' 84 90 44.4 14' 21' 30, 90 96 50.3 14' 21' 30, 96 102 56.7 14, 21' 30' 102 108 63.6 14, 2T 30' 108 Heights of cover shown in table are for finished construction. To protect pipe during construction, minimum heights of cover prior to allowing construction traffic to cross installation are to be 2 or 3.0' whichever is greater. This cover shall extend the full length of the pipe culvert. The opprooch fill romp is to extend a minimum of 10(Dia.43') on each side of the culvert, or to the intersection with a cut. Minimum finishrd height of cover to be Dio or 2.0' whichever is greater, except pipe under entrances and median crossovers where a 9" min. will be permitted. 2 CONCRETE PIPE 32 22 CLASS TABLE FOR H-20 LIVE LOAD VIRGINIA DEPARTMENT OF TRANSPORTATION 107.05 END -SECTION 12" - 60" PIPE -HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X '� 1`XCONCETTO BE 4000RPSEMNMUM PLAN DIAMETER OF PIPE D -PAY LINE-- E SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A 8 C D E 12" 4" 2,-0" 2'-0" 4'-0" '-0" 15" 6" 2'-3" 1-9" 4'-0" 2'-6" 18" 9" 2,-3" 1'-9" 4'-0" 3'-0" 21" 9 2'-11" 2'-l" 5'-0" 3'-6" 24" 9 3'-7" 2'-6" 6'-1" 4'-0" 27" 10 4'-0" 2'-V 6'-1" 4'-611 3W, i' 0" 4'-6" i' 7 6' 1 5'-O" 33" 1'-1 4'-10 2' 3 T-1 7 " 36" V-3" 5'-3" 2' 10 8' 1 6'-'0" 42" 1'-9" 5'-31, '-11" W-2" 6'-6.1 48" 2'-0" W-O" 2'_2" 8' " 7'-0„ 54" 2'-3" 5'-5" 2'-91 8'-21 ' 71_6" 60" 2'-11" 5.-0" 3'-3" 8'-3"1 6'-0" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT ENC ON INLET END -SECTION CONCRETE TO BE LLL E JJJ 4000 PSI MINIMUM PLAN C 8I DIAMETER OF PIPE APPn... FEEL FABRIC REINFORCEMENT ' I -- t-- D-- E - - PAY LINE END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0'. 4' 1" 6'-V 2'-0" 15" 6" 2'-3" 3'-10" 6'-1" 21-6" 181, 9„ 2,_3„ 3'-10" 6' 1" 3'-0" 21" 9" 2'-11" 3'-2" 6'-1" 3'_6" 24" 10" 3'-7" 2'-8" 6'-3" 4'-0" 27" 10 4' 0" 2' t 6'-1 4'-6" 301, 1' 0" 4'-6" 1'-7 6'-1 5'-0" 33" 1' t 4'-10 3'-3 8'-1 5'-6" 36" 1'-3" 5'-3" 2'-10 8'-1 6'-0" 42" 1'-9" 5'-3" 2'-11" W-2" W6" 48" 2'-0" W-O" 2'-2" 8'-2" 7'-0" 54" 2'-3" 5'-5" 2'-11" 8'-41, 7'-6" 60" 5` 0" 3'-3" 87" 8'-0" NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "0". SLOPE DETAIL SPECFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 01-1 Yz SECTION CAST IRON %z SECTION STEEL NOTES Lugs to be cost with Collor 2`7" 1,_3i /z" 1. 2%2x 2%z x 1/4' 1 10'-4" long 1. DEPI H OF INLET (H) TO nE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD D'-1A r--_ 2. THE "H" g e DIMENSION SHOWY ON THE STANDARDS A -'-- A AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL CAST GALV. PIPE TO THE TOP OF THE STRUCTURE. IRON STEEL One welded PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY N r' joint FOR ESTIMATING PURPOSES AND THE ACTUAL N 66 I DIMENSIONS SHALL BE DETERMINED BY THE Optional N 3 [be. 43.6 Ibs. CONTRACTOR FROM FIELD CONDITIONS. Brace Ribs-< including including Weld all 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS ---- lugs onnectors connectors TO BE SHAPED IN ACCORDANCE WITH STANDARD to collar IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE rnL x 1/z" x 4' J 9�z" a i/7' x 4" INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 4. IN THE EVENT THE INVERT OF THE OUTFAI.L 2'-7" '-ugs Stud Shear PIPE IS HIGHER THAN THE BOTTOM OF THE I connectors STRUCTURE, THE INVERT OF THE STRUCTURE 12" g%z" PREVEALLNT STANDINGWITH OR PONDING OF WATER IN THE PLAN 7j���I E. THE COST OF FURN AND PLACNGCALL MATERIALS INCIDENTAL TONING (Grate Removed) \\ • INLET SHAPING IS TO BE INCLUDED N THE BID N PRICE FOR THE STRUCTURE. SECTION B-B 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETALS SEE STANDARD ST-1. DIMENSIONS FOR CAST IRON ONLY COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 4'-2" Hardware Cloth 3" Diameter weep hole D 2'-6" P_31, -^-11 TO ABUTTING CONCRETE TO PREVENT SE-TLEMENT. IN LIEU OF DOWELS A 2"X4" NO' CH MAY BE PROVIDED. SEE STANDARD T-C�-3, 4 FOR ALTERNATE DESIGN. 2- _ 7" i II 0 o a _ a .0 6 4 _ See Note 8 • N 8. 3 DIAMETER WEEP HOLE WITH 12 X12 PLASTIC HARDWARE CLOTH M 4" MESH OR GALVANIZED a a v !U, `(J{`(�I WERE DIAMETER STEEL WIRE,ESH r;nwa D. Collar ---4" depth r. P A99 78 C ��OnQOrtn������ C HA NUMBER 4 MESH HARDWARE CLOTH ANCHORED ANCHORED c c E E c E EE 12'• $68, # or #8 x 6" width �n��Q������� u ` ,o FIRMLY TO THE OUTSIDE OF THE STRUCTURE, 9. CAST IN PLACE CONCRETE IS TO 8E CLASS A3 N n 12"-15"-18" or 4" JT -' (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. N N Njp ^� HOUSEN 10. ANY ALTERNATE METHODS OF ANCHORAGE �� n�(�i1��j�Q(�jl�(]{jjj MEETING THE APPROVAL OF THE m p n 0 •p u IUI{UI !UI IUIIUI IUIiUiiUl AST IRON THE CAST IRON AS UHE LUGS SHOWN EON. SECTION A -A 1" \ {� 1 CONCRETE QUANTITIES FOR MIN. DEPTH 1111 1' F I 12" concrete pipe - 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1.528 Cu. Yds. Concrete 18" concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe - 1.817 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per additional foot of depth. APPROXIMATE WEIGHT Cost Iron Grate 363 ± 18 Ibs STANDARD DROP INLET SFIFUdNCEKCMATM 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DI-3A,3B,3C CVDA1,1C1 M InIMT INLET EXPANSION KEYED JOINT SON'S BARS JOINT HARDWARE ' CLOTH t--' SECTION A -A KEYED CONST. JOINT 2'-10' WARPED 2" GUTTER BARS A APPROACH GUTTER -BARS E -BARS B SECTION B-B L2V2"X2V2'X�/4„ GALVANIZED I Arc D iZ . 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH %Z' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ DI-3A L APPR. PAVEMENT DI-3B � � � DI-3C L MWARPED PAVEMENT z I 2 FLOW FLOW I -ILQW --0-L o-J J DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET FIFUINCE 12" - 30" PIPE, MAXIMUM DEPTH (H) - 8' 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SHAPE TO ELEVATION OF MID-PONT OF LARGEST PIPE. SLOPE TO DRAIN TO INVERT OF OUTLET PIPE :CTION A -A F TREATMENT IN DROP INLETS J�- SLOPE TO DRAIN TO INVERT OF OUTLET PIPE Jt l; 11LAV 17-0 PLAN METHOD OF TREATMENT IN MANHOLES SKCMTM STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 C) c0 T-- C I®®IN V RS III C'aWbit (7= Lai ad � Q OC be U �ii.. Lai CC W W V 0 i W .. � Vp4Mbe ff Gi _ �C1 cn ( t"I 9- d A O N N N r- w o 0 N h tf7 ,J N ILO I 0 \i c h 0 (31 p O R 0 Lo mW -C C OS CL �3:: �� N 'Q 0 UTNM QIPAM9 No. 260 LA, I 0NAL PL-PLC N/A DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: AS SHOWN 10/09/00 SHEET: 19 li C CS C_ i m CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 2" MIN. 6" MAX. 7 CU. FT. MIN. #57 STONE •' a" 4.. •, 14 BOND BREAKER —� DINE LAYER #15 FELT 18 FIRE HYDRANT SHALL BE TRAFFIC MODEL RESTRAINTS SHALL BE BY MEGA -LUG FLANGES 4 - 1/2' STREAMER NOZZLE SHALL FACE THE ROADWAY WINCHESTER APPROVED FIRE HYDRANT 18" SO - 4" THICK CONCRETE PAD REQUIRED IN UNPAVED AREAS --� SCREW TYPE I ADJUSTABLE VALVE BOX GATE VALVE CONCRETE THRUST N HYDRANT TEE STANDARD FIRE HYDRANT INSTALLATION DATE: 9/01 DETAIL NO. SCALE: NONE WD- 8 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITI 1" COPPER TUBING TYPICAL METER SETTING INCLUDES: 1" METER SUPPLIED BY THE C17Y OF WINCHESTER YOKE INLET VALVE - FORD MODEL BA94-344W YOKE OUTLET VALVE - FORD MODEL HHCA94-444TV YOKE BARS - FORD Y504 CORPORATION STOP - FORD 1" MODEL F8800 METER BOX COVER - X32T WITH STANDARD PENTAGON NUT COVER EXTENSION RING - EXT 1 METER BOX - 24"X30" HIGH DENSITY POLYETHYLENE 2' _ 6f1 QUARTER BEND-L04-44 (.,� 24" DUI. X 30" HIGH HIGH DENSITY POLYETHYLENE METER BOX 1" COPPER TUBING 1' METER VARIES .. METER Box :. •' METER FRAME LL1 -A* 4 • • • .a AM COVER z J cr AND EXP y LL.I ..•.;::• a , CONNECTION 1- > CK . OUJ C) BRASS ANGLE METER VALVE WITH COPPER FITTING e o a 6BE Z T" METER racE W/ VALVE IN1 ET, TM ENDS COPPER) •TYPE "K" 1 " COPPER TUBING 1"-1/4 BEND 4" MIN. #57 STONE 1" TAP TOP OF MAIN �'`-- FIRM UNDISTURBED . tr 1" BRASS EARTH COUPLING NUT CRIMPED 1" COPPER PIPE OUTLET WATER MAIN CORPORATION COCK ASSEMBLY STANDARD TYPICAL 1 INCH WATER SERVICE DATE: 9/01 DETAIL N0. SCALE: NONE WD- 3 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES i %auuw FORM Boas (1 GRADE d" No �«'"'_r MINIMUM MACHINE EXCAVATION UNIT t BOXES TRENCH BOTTOJ OATS VALVE UNDISTURBED EARTH STONE REDOING TYPICAL XCTION TEE. WYE. OR PLUG w LIEU or MOOD FoFum THE nTTNO MAY BE M tmm MATH 'DENOTES HMO EXCAVATION POLVETHYLI NE. ,w0 THE OORMTE POURED TO COMPLETELY SURROUNDS b" - 12' WK FOR 10 AND SMALLER PIPE THE FITTINGS AM AGAINST UNDISTURBED SOIL THE BEARRNO DIENSIONS 'W - t8" MK FOR 12" THRU 20" PIPE AONNST UNDISTURBED SOIL SHAD. REMAIN AS SHOW SEE CHART BELOM FOR AB;,C DIENSIONS. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS M PI.W& WIES 1t TEES 11 1/4' NNO 22 I/2' BENDS 4W AM 90 BENDS -- A 9 C A B C A e C IY -9'• C•-9" V-3" W-9" V-9" a" I -3" W-9" r-3" W-9" 0"-9" V-9" 1•-6" 0•-9" 2-3-1 10" V-6" 0•-9" 1•-6" t•-0" 0"-9" 1•-E" I'-9" 0'-9" 2'-6" 12" P-9" V-w .2•-r I'-3" t•-0" 1'-$" 2•-0" 1•-0" S-0• 14" 1 2.-O" V-O" T-0" t•_3" 1',-0- V-67 X-6" V_0" 4'-0" 16" 2'-3" V-0" S-6" V-6" 1"-O" 2•-0" r-9" 11-V 4•-6" 16" 2'-6" , -3" T-9" V-9" 1"-3" 2'-6" 3'-0" 1'-3" a-9" X-O" V-9" 1"-C 2 -0" Y-3" V-6" s -o 11 1 /4 THRU 90' BENDS - OALvf1 RODS OVER rrTT m AND EMBEDDED IN CONCRETE THRUST BLOW FITTING SIZE ROD SIZE NO. RODS EMBEDMENT !; 12" t LESS 6 2 30" CONCRi.K f : =Z �: t �� 2 36" l VERTICAL BENDS nTTwc _VtTLLIN) _DF T►1RUSt BIOCN w CU.YD1 sQE 17-1 4• 22-t 46' 90 STOLE BEGGING t.3 Ir THRUST BLOCKS FOR VERTICAL 10ut 23 " - - 1.8 3.7 UP BENDS SHALL BE THE SAME 1.2 2a as AS FOR HORIZONTAL BENDS. 14" as 1.7 39 7,6 16" 0.9 2.3 S1 - 16" 1.4 S.2 6.3 - 20" 2.2 4.5 7.8 - STANDARD CONCRETE THRUST BLOCKING DATE: 9/01 DETAIL NO. SCALE: NONE WD-12 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITI TYPICAL RESILIENT SEAT VALVE INSTALLATION: VALVE BOX AND BOOT SHALL BE CAST IRON VALVE BOX COVER SHALL BE MARKED "WATER" VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE 18" X 18" CONCRETE PAD SHALL BE PLACED AROUND VALVE BOXES LOCATED OUTSIDE OF PAVEMENT AREAS VALVE BOX SHALL. BE SCREW TYPE FOR ADJUSTMENT MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES STANDARD TYPICAL VALVE & BOX INSTALLATION DATE. 9/01 DETAIL NO. SCALE: NONE WD- 9 tunnel liner up ends NOTE: 1. Separation of carrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers 2. spacers shall be placed on spigot end within 6 inches of connection to bell: then 2 spacers evenly placed on length SECTION of pipe SIZES REQUIRED CARRIER PIPE CASING PIPE WALL DIA. (I DIA. (I THICKNESS (I 4 or less 12 .250 6 16 .250 8 18 .375 10 20 .375 12 24 .250 14 24 .375 15 24 .375 16 30 .500 18 30 .500 20 36 .500 21 36 •500 24 36 .500 ( for larger pipe use tunnel liner) WATER SERVICE LATERALS a) Casing pipe shall be SCH 40 PVC or SDR 21 b) 3' diameter pipe for 1" service lines c) 6" diameter pipe for 2' service lines d) no spacers or sand fill to be installed HIGHWAY CROSSING Figure 3 varies to property saddle service 4" stone' 2" corp. stop roadway box 2" coupling— /-2" type K copper\ standard bedding -� water main 2" ball valve curb stop with 2" square operating nut 1 concrete pad 18"x 18"x 6" deep 2' min. Note : In traffic area blow -off hydrant to be set under manhole frame and cover. manhole frame and cover (cover labeled water) - - - 6" manhole _ adjustment ring stone bedding BLOW -OFF ASSEMBLY Figure 10 concrete pad 24"x 24"x 6" deep (for valves 12" and larger) GATE VALVE Figure 8 Note: this detail is also used for butterfly valves rz �. 0 3 LL V) L d V J o O V) (D 0) I (D W .- Urn O o to Qh 1- I-, v m U c J` �c JZ : U O .. X O .0 F- LL � N O t7 J ri 'AGAAM i "0.2 00 'k_%�NAIL4 �a SURVEY: C.I.: PL—PLC N/A DRAWN: JOB NO. TGP 990701E SCALE: DATE: AS SHOWN 10/09/OC SHEET: 20/21 HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUND FENCE & DUMPSTER PAD ENCLOSURE DETAIL N. T. S. 2x6 TOP RAIL 1 x6 BOARD, FRONT & BACK TOE NAIL EA. 1"x6" W/ 2-8d NAILS (EA, RAIL) 8'-4x4 POST 0 8' O.C. 24 BOTTOM. RAIL ATTACH RAILS TO POST W/ 3-10d NAILS I� (n TYPICAL TRENCH DETAIL FOR STORM SEWER SYSTEM ------}- N.T.S. O.D. + 24" --{ FINAL BACKFILL il --=' `;I- I I-i 1 �. CAREFULLY COMPACTED I l SELECT BACKFILL l GaGV VaaGaLs4VV aaGaaEHI CRUSHED AGGREGATE —iI ' 121 oaano'P Rrloac,9`J Vx}A :;?o4fs 1(o� t O.D. 4aca. _ GPr,,4 31101 aGGGG 3a- CRUSHED AGGREGATE aoo as -'l y aaaa ooaaeos•acap GihOpV aiJa )G+�a -' (EA. RAIL) .1 1. . 12" DIA. POST HOLE, I r l'•: FILL W/CONC. _1 L� NOTES: ALL LUMBER SHALL BE S.Y.P. #2. PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 5'-0" GATES SIMILAR. PROVIDE GATE LATCH. USE 8"0 STEEL POSTS TO SUPPORT GATES. HANDICAP PARKING DETAIL N.T.S. NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. • 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS, --1 F-- O.D. NOTE: • 4" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION HANDICAP SIGN DETAIL N. T. S. GG-6 �4°�2eR up •.e. -. a ,., I 1 . I , A' .•A A% s.. '. ••. ..A' Q•. • ' • �A•.. ' _ �' •. ' N The hottom of the curb end gutter may be constructed parallel to the slope of sub- 6` 2' O surface courses provided c minimum depth 3i 7" is This area may be corfcrel maintained. at the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban a suburban areas. Note: Curb. tub a gutter having a radars Of 300'ct' less (abrq face of curb) shall be paid for as radial combination curb B gutter. This item may be precast or cast in place. Concrete to be Class A3 if cost in place, 4000PS1 if precast. SF'EG IFICATIO N — RE°ERENCi COMBINATION 03" CURB GUTT'ER 105 VIRGINIA DEPARTMENT sot of TRANSPORTATION 20L03 12" x 18" STD. 12" x 6" STD. STD, U-CHANNEL POST PROP. GROUND RESEkVED PARKING FF [VAN ACCESSIBLE) TYPICAL NCH DETAIL FOR WATER & SANITARY SEWER MAINS N.T.S. I- -F- O.D. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL STONE AGGREGATE r--- Max 7'-0" --y '7, — it . ..... i t y t —i j•r► ....... ......'................ I I'. 24" 6" O.D. 6 Lei IFA"J; 11 0 " �i • ' 1 • 1 it i' 1 SIDEWALK DETAIL N. T. S. EXP. JNT. MATERIAL 6` (OR AS SHOWN ON PLANS) Slope: 1 /4": 1'-On REVERSE PITCH4011 ---i---- Slope: 1 /8". 1'-0" -- r� ° L' �; a"�, ter, t3 .. ". CG-6R (Typ.) I I Ll ) 4" CRUSHED STONE 4" TYPE "A" CONC. (3000 PSI) 6x6xW1.4xW1,4 WWF (1.5" Min, CLEAR) X ANSION JOINT MATERIAL FINE HARDWOOD BARK MULCH TO BE a , . , > 4" CONC. WALK MIN. NUGGETS, OR SIMULAR, PLACED PAVEMENT DETAILS ENTRANCE & ACCESS N.T.S. ROADWAY SECTION PARKING IATS SECTION 1.5" 12.5A(SM-2A) BIT. CONC. SURFACE COURSE 2" SM-2AL BIT. CONCRETE-----�- 2" IM-1 A BIT. CONC. SURFACE COURSE BASE COURSE STONE BASE STONE BASE I;_ I --- (• =1} -'- COMPACTED SUBGRADE --*- 1= COMPACTED SUBGRADE NOTE: THE ENTRANCE PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE TO THE ENDS OF THE CURB RETURNS OF THE ACCESS ROADWAY. THE PARKING FACILITY PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING AISLES & STALL AREAS. /2" dia. Solid Steel smooth 1 Standard Pipe for Rails Round Rod (Typ,) or hr Extra Strong Pipe for Posts t Standard Pipe. 3' HR-I Min M 3'-0" 11 A - Wiath of one 'read thct is recuireC at each bottom riser Concrete Morbr Rubble Concrete HAND RAIL INSTALLATION ON CONC. STEPS HAND RAIL INSTALLATION ON WALLS or -nra_ cr. c,m<na.ns ,os sno-n see srq :- .. Sta+dora rE-cam IF ' I=2Y; � J one •i.':. Z%i� 0.: ��<� �'�v �Q'II``}i , ..r. ,aia. Solis t,o>ecnt<ca ooel rM oos ^IIt R<o'e 4w.2 R.tomm9 'NCI - ALTERNATE INSTALLATION ON WALLS i •:.�:.':: �'-it'••� Notes: This handrail Is to be used only as a protection for pedestrians and should `'�'• •'� not be dated many location where ifmight be subject to vehicular imoacf For vehicular protection standard guardrail should be used. Handrail to be in accordance with the latest codes as set in The BOCA National Building Code. 'BOCA•Stiilding Officials and Code Administrators) SPECIFICATION — REFERENCE STANDARD HAND RAIL k-- METHOD OF LOCAT?NG AND ERECTING I 505 'VIRGINIA DEPARTMENT of TRANSPORTATION 60L05 . \ Sheet I of 2 S -2 tI — can A and C / i \ Bors A tom qua1N ---- i 6 i For no of ban « toW bekrr. + A -- I -' , - A r � W I,�V3 V3 i 7 L E!ev pros. or exist t •rn� 4— ., —�'n ; ! %f'i 6�• y' walk, yard,etc T' Bars A and C Bond Ban A PLAN y' �L' �'L I-•-12r-t One Bar 9 to Se placed under each step and two 6° under landing as Inc... 3ars C No.(2) V i • 1.000 Cut Ft V2 V2.0.583 Cu.Ft V3•CL750 Cu.Ft Bars A .40.Dy �j \ 2" - . t=�T =.e.r xoa. or heist V4'0.708 Cu.Ft. 12,1-4 sidewalk or nI..W.r. Bars 8 No. � \ .i l A landing is to tie arwided �'wwe l2 ar �' ; `�; ' more steps are regwred. -, 6, From pictorial vier it is seen that! , . � Minimum sin of sanding to be W •1 ' ' foot x 4 feet. •`�21'/ �1 I �( V,ViW-2NJ2(N-I)+1 3(WN+I)+2V4 27 1 ' VI SECTION A -A �12„ I �Z This item moy be precast or cast in place. i / :� Concrete to be Class A3 if cast in place, 4000 PSI if orecest substltubriq values of elementary volumes: �I For Other wsdths 'he apisroxmafe spacir'9 of Bars Ain inches V= I.000 W+1.166(N-1)+0.750 (WN+I)t 1416 V4 will be equal to 90-N with a mwsn nsmcznq of 6 27 Rernfa.cing ban to be used in Installation of 6 ar more steps. For tabulation at conaete and 0W quantities see sneet 2. V-indicates total volume of steps in cu.yds VI,V2,V3,8V4-indicate elementary volumes used in computing V. W'-indicates clear width of steps, in feet, between sidewalls. NUMBER OF BARS A N=I-5 N=6 I Nrl N=8 N=9 N=10 Nwtl N�12 N=13-25 W=3' �° 4 5 5 6 6 I 71 7 8 5 6 7 7 8 I 8 9 10 W"5' 6 7 1 8 9 9 101 I 12 N- Indicates number of steps in installation exclusive Handrail is to b• provided far steps bavtnq roar or more risers, and will meet the following condiho,a; of landing. I .On step• less than 44 tnnhes wide hah'i,q both odes enclosed, at least one handrail, prefef Ny on the Hglbt side descendFtn U-Indicates length of bars A, in inches. LI= 13.416 N+8n 2.On steps Nee than 44 inches wide havirn one Side open, one nand oil oa earth side. L2-Indicates Iength of bars B, in inches. L2.12W+9" 3.On steps Ins that 44 i,hcnes wide having both sides open, one handrail on each side. 4.0n stettG mare aim 44 inches wide but less thor, 88 inches wide,om handrail on each side. L3—Indicates length of bats C,in indite L3.13.416 W!8 5.0n snp, P8 or mar. it1Cf q tide, one nohow m ea h side, and one imemiediats hmtrad tccatW appratimaWy rsidray of It" .roftt. SPECIFICATION I REFERENCEI STANDARD CONCRETE STEPS FOR 2 1 SLOPE 105, 504 -_ VIRG'NIA DEPARTMENT OF TRANSPORTATION 601.03 --:r t r._.r r w.r,'•,. t r rr t r'•-',-:, , -r c �._i f �=-�' 4" VDOT STONE BEDDING UNDISTURBED OR COMPACTED EARTH STAIR DETAIL N.T.S. 1" CONCRETE STAIRS #3 REBAR (Typ.) ROUGHENED SURFACE ON STEPS & WALKS (Typ.) 6" 7" WWM • =oc'a SLOPE t 4`:1'-0" 4" CONC. WALK -VAPOR BARRIER 4" VDOT STONE BEDDING fUNDISTURBED OR COMPACTED EARTH NOTE: SEE SITEPLAN FOR NUMBER OF TREADS AND RISERS AND THE HEIGHT OF THE RISER NEEDED. DUMPSTER PAD DETAIL N. T. S. 1O'W x 9'D (OR AS SHOWN ON PLANS) Slope: As Per Plon 6" STONE BEDDING ' 6" TYPE "A" CONC. (3000 PSI) Li _J 6x6 A..9xW2.9 WWF NOTE: (2" Min. CLEAR) ►= THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROACH AREA AS WELL AS THE DUMPSTER PAD, Z 3 0 SHRUB PLANTING BED N. T. S. NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO EXCAVATED OF ALL E. TO REQUIRED DEPTH W/ REQUIRED SOIL MI MULCH TO BE 3" DEP1 COMPLETELY REMOVE STRINGS, RIBBONS, ANI TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUI ROOT BALL. SCARIFY ROOTS C BOUND PLANTS. COMPAC , ,. ...".,..r r TREE PLANTING N. T. S. NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' MGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 3" MULCH 3" SAUCER AROUND TREE ---,- EXISTING GRADE BLACK CORRUGATED PLASTIC PIPE f— r y SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. MGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & - ROPE FROM ROOT BALL. C4 MIN. iY. L O s4� I C c> ',.a 0 U s tLAJ ❑ rr' z Z 0 ad >_ O V AQW O c� �✓ V f� CL V .- T w.0c g R25 is S V Nil W (,� O LaiZ Fi' W 6 W = g&IZ �o c' > he � CJ WLAJ = 0 � .^^r CL O O O � O N 0) N LCN I I 0 .° _ C) U 0 OIt 0 -Oo> 1Lr) O m N C 0 C -C41 C S 1)X ,Oy ._ N Q a OF y jfA 4d G. No. 260 ' I0NAL �G1 SURVEY: C.I.: PL-PLC N/A DRAWN: JOB NO. TGP 990701E SCALE: DATE: AS SHOWN 10/09/OC SHEET: 21 /21 GREENWAY ENGINEERING 151 Windy Hill Lane Founded in 1971 Winchester, Virginia 22602 T R A N S M I T T A L Project Name: ` W- 51AVVL- Vf+1VM File No: 416,90 Date S '000J To: fJrt PEs{L From: Attn: ��-��� GREENWAY ENGINEERING Phone: 540-662-4185 Copied Fax: 540-722-9528 'DAWus Delivery: ❑ Fed Ex ❑ U.S. Mail 0Courier ❑ Other ❑ Urgent ❑ For Your Review 5" As You Requested ❑ Please Comment 71�l A� A-L-LCW 11, . Lks To LOPI TH`S QLAf� �. SHENANDOAH VALLEY BAPTIST CHURCH PROPOSED SANCTUARY, GYMNASIUM, AND CLASSROOM ADDITIONS 4699 VALLEY PIKE (U.S. ROUTE 11) BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PROJECT: SHENANDOAH VALLEY BAPTIST CHURCH PROPOSED SANCTUARY, GYMNASIUM, CLASSROOM ADDITIONS & SITE IMPROVEMENTS 4699 VALLEY PIKE COUNTY OF FREDERICK, VIRGINIA OWNER/ SHENANDOAH VALLEY BAPTIST CHURCH DEVELOPER: 4966 VALLEY PIKE STEPHENS CITY, VIRGINIA 22655 (540) 869-4600 Contact: PASTOR ERIC FAREL SURVEYOR: PAINTER-LEWIS, P.L.C.-SURVEY DIVISION 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: MR. ELLIOTT RITCHIE APPLICANT/ PAINTER - LEWIS, P.L.C. ENGINEER: 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792. Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 74-((A))-78 SITE AREA: 33.0541 Acres ZONING: RURAL, AREAS ZONING DISTRICT RA, RURAL AREAS DISTRICT PROPOSED USE: CHURCH & CHRISTIAN SCHOOL COMPLEX CURRENT USE: CHURCH & CHRISTIAN SCHOOL COMPLEX ZONING REQUIREMENTS: PROPOSED USE: CHURCH & CHRISTIAN SCHOOL COMPLEX SETBACKS: YARD: REQUIRED: PROVIDED: FRONT: 60 Ft., 451.44 Ft. REAR: RESIDENTIAL: 50 Ft. 328.07 Ft. AGRICUI.,'rURAL: 100 Ft. N/A ORCHARD: 200 Ft. N/A SIDE: RESIDENTIAL: 50 Ft. 192.97 Ft. AGRICULTURAL: 100 Ft. N/A ORCHARD: 200 Ft. N/A BUILDING HEIGHT SPIRES & TOWERS: DENSITY: OPEN SPACE: PARKING REQUIREMENT: CHURCH: or SCHOOL: or INDOOR RECREATION PARKING REQUIRED: PRINCIPAL: 35 Ft. (Max.) EXCLUDING SPIRES AND TOWERS See Section 165-24 B.(1)(e) NO REQUIREMENT 1 SPACE PER 3 ea. FIXED SEATS IN MAIN ASSEMBLY AREA 1 SPACE PER EVERY FOUR (4) STUDENT'S 1 SPACE PER 150 SQ. FT. OF FLOOR AREA CHURCH AREA: 893 FIXED SEATS /3 SEATS = 297.7 => 298 Spaces 7 I4DCP SPACES WHICH INCLUDES ONE VAN -ACCESSIBLE SPACE SCHOOL AREA: 400 STUDENTS /4 ea. = 100.0 => 100 Spaces 4 HDCP SPACES WHICH INCLUDES ONE VAN -ACCESSIBLE SPACE INDOOR RECREATION: 26,301 Sq. Ft./150 Sq. Ft.=175.34 =>175 Spaces 4 HDCP SPACES WIHICH INCLUDES ONE VAN -ACCESSIBLE SPACE CHURCH: 298 Spaces Required (CONTROLS) 7 HDCP SPACES TOTAL REQUIRED: 298 SPACES LANDSCAPING AND SCREENING: RA DISTRICTS: NO ZONING BUFFERS LANDSCAPING: NONE REQUIRED PROPOSED DEVELOPMENT: SANCTUARY AND LINK ADDITION BUILDING: 17,110 Sq. Ft. ATHLETIC CENTER (GYMNASIUM) ADDITION BUILDING: 22,260 Sq. Ft. PARKING: 519 SPACES PROVIDED (INCLUDES 14 HDCP SPACES INCLUDING FOUR (4) VAN - ACCESSIBLE SPACES) EXISTING SPACES: 139 SPACES (TO REMAIN) PROPOSED SPACES: 380 SPACES (SANCTUARY & GYMNASIUM) BUS PARKING: 18 SPACES PROVIDED PARCEL DEVELOPMENT: 33.0541 Acres DISTURBED AREA: 12.0 Acres REQUIRED OPEN SPACE: PARCEL COVERAGE: OPEN SPACE LANDSCAPING NOTE: PARKING AREAS PROVIDED BUFFER: NONE EXISTING DEVELOPMENT & PROPOSED ADDITIONS CHURCH & SCHOOL COMPLEX: (TOTAL) BUILDINGS: 70,366 Sq. Ft. PAVED AREAS: 284,918 Sq. Ft. WALKWAYS: 19,951 Sq. Ft. TOTAL AREA: 375,235 Sq. Ft. (8.6142 Ac.) PROVIDED: 1,064,602 Sq. Ft '(24.4399 Acres) (73.9%) -Open Space is considered to be all lawn, Recreational areas, and slope areas. NONE REQUIRED ALTHOUGH NO LANDSCAPING IS REQUIRED FOR THE CHURCH AND ITS ADDITIONS, A MINIMUM REQUIREMENT THAT CORRESPONDS WITH A B-2 DEVELOPMENT HAS BEEN USED IN AN ATTEMPT TO BEAUTIFY THE PROPOSED SANCTUARY AND ITS PARKING FACILITIES. PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 40' Perimeter Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces IHENANDOOAH VALLEY BAPTIST CHURCH E:4DSANCTUARY. ATHLETIC CENTER. a00 CL-AmoSROOM ADDITIONS 4699 VALLEY PIKE (U.S. ROUTE 11) WIMM4mMAGISTERIAL DISTRICT go I I R G9 I N I A INDEX TO CITY/COUNTY LOCATION J/ARY ANN CHANFlL PM 74-14-77 09. 584 Pg 8Z PIM Z41927• RA ,08B W,, Pg 217 USE fA& & R£MON7/AL ZON£°.• RA W. R£.A°£N)W ...... �e idiV30 26 E 861.12'~- #ARY LOU S £LL£R P/N.` 74-1-9 ,0B & ,' Pgt 739 ILdN k RA US£.• RKWN7/AL JAA&rS ,f & „VAN Al OTT P/M• 74 1-A °.8 J??, P9 57J ZASw£°.• RA 46F S7Aa£ IAW Y RLYffN71Ae SEE PLANS & SPECIFICATIONS ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING LIGHTS SHOWN, NONE REQUIRED THE PROPOSED LIGHTING AS SHOWN ON THE ARCHITECTURAL PLANS, AND THE BUILDING -MOUNTED LIGHTS, ONLY. NO POLE LIGHTS ARE PROPOSED FOR THE DEVELOPMENT OF THIS SANCTUARY ADDITION. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 5. THE GYMNASIUM AND THE OTHER RECREATIONAL FACILITIES ASSOCIATED WITH THIS SITE SHALL BE FOR USE BY THE CHURCH ONLY. THESE FACILITIES SHALL BE OWNED, OPERATED, AND MANAGED BY THE CHURCH. 6. ALL SOCIAL CENTERS, OUTDOOR RECREATION, AND ATHLETIC FACILITIES ARE ONLY PERMITTED IN A RURAL AREAS (RA) ZONING DISTRICT WITH AN APPROVED CONDITIONAL USE PERMIT. O'IW,C! PAINTER NO. la260 S 16' 17 12 17711 00 VICINITY MAP 1 " = 1000, ST£PH£N 7 OVADl!£LL fW 7,0 a `; AR 691, Pg 87J 0£0f If & AAWARA S NG81N' IO}1�ED. RA P911• 74-?-2 °.8 424 Pg 287' LONZL 7 & CARGYYN f AIYINX LISP RES�fNAAL IGi1hP' RA P/M• 74 2 1 f:4Y£ N HA/NLS• Ll4L: R£S!9£NT/AL D.8 414 Pg 280 Bill` 74-A-17 ION£°.• A4 0.8 311, Pg 560 U . S . ROUTE 11 VALLEY PIKE t R£�r°£NnAr IUD. RA us£ APs/°£NnAL INTERSTATE 81 (POSTED SPEED=65 MPH) S PEES= 55--PN) --- - .-- -- 11 744.06" SH£NANIWOAf/ YAIt£Y BAPTIST CHURCH PIN 74-A-78 D.B. 41,E Pg. J91 ZON£D.• RA USE CHURCH & S01001 SCALE: 1 "=200' PAI t\lTE -LEWIS P.L.C. 3302 eOUTF-1 fnnA DCi)C e% Q`T E E I . ` �J I TE ' "r VV I fl S I L Rol . U I f-1 U I N I A tip) 0 1 (540%) 662-57192 rJ LAARY S X111/7a, SR P/AP 75-A-30 D.B. 6,�6, Pg 177 1,M R£.A°£NT/AL N 0 c� � 9£R4r-BURL 1£NTUA3ES' L,�llrl£° PARiN£RSHA�' COP/M' 75--A-Z,,4 °.8 X,, Pg 1347 ZON£Q• RA ,aT, RE.A°£N7/AL RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. ABBREMTIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G CURB & GUTTER IN PLACE CONCRETE CCIP L CAST CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLDIA. DIAMMEETERUT DS DOWNSPOUT EDP EDGE OF PAVEMENT EX. EXISTING pp F.F.E. FIN SHEY FLOOR ELEVATION FDC FIRE DEPARTMENTCONNECTION FHEE GUTTER FIREHYDRANT G.S. FIRE LANE SIGN o GAUGGM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DR RED. REDUCERaN R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP VALVE LEPHONE POLE WV WATER 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10 LENGTH (TYP). SHENANDOAH VALLEY BAPTIST CHURCH PROPOSED SANCTUARY, ATHLETIC CENTER, & CLASSROOM ADDITIONS LIST OF DRAWINGS SHT. 1 /21: COVER SHEET & ZONING NOTES SHT® 2/21: OVERALL PLAN SHT. 3/21: GENERAL NOTES and CONSTRUCTION NOTES SHT. 4/21: EXISTING CONDITIONS and DEMOLITION PLAN SHT. 5/21: SITE LAYOUT PLAN -SANCTUARY ADDITION SHT. 5A/21: SITE LAYOUT PLAN -GYMNASIUM ADDITION SHT. 6/21: EROSION & SEDIMENT CONTROL PLAN SHT. 7/21: SITE GRADING PLAN -SANCTUARY ADDITION SHT. 7A/21: SITE GRADING PLAN -GYMNASIUM ADDITION SHT. 8/21: LANDSCAPING PLAN -SANCTUARY ADDITION SHT. 8A/21: LANDSCAPING PLAN -GYMNASIUM ADDITION SHT. 9/21: STORMWATER MANAGEMENT & DETENTION POND SHT. 10/21: BASEBALL GRADING PLAN SHT. 11 /21: STORM SEWER PROFILES SHT. 12/21: 8" WATERLINE PLAN & PROFILE STA. 10+00.00 - 15+50.00 SHT. 13/21: 8" WATERLINE PLAN & PROFILE STA. 15+50.00 - 29+50.00 SHT. 14/21: 8" WATERLINE PLAN & PROFILE STA. 29+50.00 - 35+08.30 and 6" FIRE LINE PROFILE SHT. 15/21: 10" WATERLINE PLAN & PROFILE STA. 10+00.00 - 14+31.84 SHT. 16/21: SANITARY SEWER PROFILES -SANCTUARY ADDITION SHT. 17/21: SANCTUARY ADDITION SANITARY SEWER LATERAL and LIFT STATION DETAILS SHT. 17A/21:CLASSROOM TRAILER SANITARY SEWER LATERAL and LIFT STATION DETAILS SHT. 18/21: EROSION & SEDIMENT CONTROL DETAILS SHT. 19/21: STORM SEWER DETAILS SHT. 20/21: UTILITY DETAILS SHT. 21 /21: MISCELLANEOUS DETAILS DATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1 /21 1 FILE NO.: 9907018 CURVE ARC DELTA RADIUS TANGENT CHORD BEARING RN-/-�--,4-7 C1 744.06' 03'44'00" 1 1419.16' 372.16' N15'22'26"E 743.93' ae '5g `L' / /. r,�s- , USE' '0'z; `7��t:, /�q CHORD _ 1 i r µk ^1 J fry } 3 ds d `)....1-.. ��,--,r"'7^tr'� _.�.-•+-"Y"'r"�ar-y"e•"'`✓ 'y'.."�^i � �"y-_t'Y`s1"F`d-�{' 3'� �}�_1.",!`-�-f�.�,�..A..1,,r'�,.•4.1../�•..A.� F�'iti„�x". �.,a..� 1 :t P � } .r� � 1 �,-,� Y`f"t� *'.�',Mi�1M's."A r'�" � ,j-'-` '...rt.,+ •..I.,. -A- .J';� � PIKE..... U S. R4 __.. _ . Ex. EOM' -- MI' r -- POLE ;.�:. N13.30'26 E 861.12 EDRELOCATED EX. s ccEp ` J 1 r RELOCATED CROSS t'Y, SOCCER /?E p MONUMENTS EA, cOr,,E 7 GOAL a --'SHELTER °MONUMENT �C' i;f t�rtct3 7'fj .1f� ELOCATEp PICNIC SHELTER EP(PHASE I))E 0 4' RELOCATED_: M nnnni r .. EX ENTPANCE SGIN EX, SIGN HCZHT�- 22'Vj� APPROXiMATE LOCATION ` OF THE EXISTM WAM PROP RLINE LINE (PHASE 1) INTERSTATE 81 (POSTED SPEED=65 MPH) S'TPWZ-N 7 OV4DAIELL '98€�1, q.gz"' Z:`JNE9, R,4 F USE RESI0ENTIAl PW— Td-r--,� z00EL'L % &.1 C,4/Fci Y"d' f, /VOVI :T F4)f N IIAIN_FS ZONE-0. 194 D. ? ?L? .Fri 90 � /0,W- 7�-,4-76 ���j-1 —��^` ...._..^— H. ....,----.^ x �` # �� ^:�` ,.... _. h �-h-%���`J~�, __.•___ _ -R���. 4.� ...,� r t..}...sti-A�.��;..1`-^ "—'.h't"J�'-`t—"S 41G=L�rf:`br3fd� EX- EOP L? ' f>_p Pq r7; 7 ZONED,, 17A 1 M S'2ENI"AZ /'/r�l," 7 - 4-Z P,4 `10-01 766, Rq, lj Z �•1�E`D• R4 INDICATES PROPOSED CONC. WALKS AND GATHERING AREAS Scale 1 " = 60 ft Lu � � W to a� W z U Cif q? 4F Q u 1;,. I =I-1 z TH OF 70 , 1 U TLIM No. 8260 G SURVEY: C.I.: PL--PLC 2' DRAWN: TGP JOB NO.: 9907018 SCALE: DATE: 1 "=60.0' 10/09/00 SHEET: 2 /21 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN 'THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. A SOILS REPORT PREPARED BY TRAID ENGINEERING OF WINCHESTER, VIRGINIA WAS FURNISHED FOR THIS PROJECT. A COPY OF THIS REPORT ENTITLED "REPORT OF GEOTECHNICAL INVESTIGATION, PLANNED SANCTUARY ADDITION, THE SHENANDOAH VALLEY BAPTIST CHURCH, U.S. ROUTE 11, FREDERICK COUNTY, VIRGINIA", DATED JUNE 6, 2000 WITH TRIAD PROJECT NO. G-1570 CAN BE OBTAINED FROM TRIAD ENGINEERING. TELEPHONE NUMBER: (540) 667-9300. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL, MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE U. S. ROUTE 11 SOUTH (VALLEY PIKE) R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY TIME TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 lb/Ac. 654 KENTUCKY BLUEGRASS 40 lb/Ac. 20% PERENNIAL RYEGRASS 30 lb/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, 'THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE IN THE AREA INDICATED OR AS DIRECTED BY THE CHURCH'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08% AND 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 1.040. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER PUMP STATION AND INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 4. THE 3" DIA. WATER SERVICE SHALL BE INSTALLED AS SHOWN. THE WATER INSTALLATION OF THIS PROJECT SHALL CONFORM TO TIME STANDARDS AND SPECIFICATIONS OF THE CITY OF WINCHESTER, VIRGINIA. ALL WATER MAINS SHALL BE PLACED IN 20' WATER LINE EASEMENTS THAT WILL BE DEDICATED TO THE CITY OF WINCHESTER. THE CITY OF WINCHESTER WILL NOT, HOWEVER, BE RESPONSIBLE FOR THE REPLACEMENT OF ANY PAVEMENT, LANDSCAPING, OR SEEDING WITHIN THE EASEMENT IF IT EVER BECOMES NECESSARY TO WORK ON THE LINE. 5. AS -BUILT DRAWINGS OF THE PROPOSED WATER MAIN AND ALL HYDRANT LINES SHALL BE REQUIRED PRIOR TO FINAL APPROVAL OF THE LINES FOR ACTIVATION AND USE. 6. THE CITY OF WINCHESTER UTILITY DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. AVAILABILITY FEES ARE APPLICABLE FOR THE PROPOSED SERVICE LINES. THE FEES SHALL BE ASSESSED BASED ON THE PROPOSED SIZE OF THE WATER METERS. 7. THE CONTRACTOR SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND TERMINATION POINT OF THE LATERALS ARE TO BE COORDINATED WITH THE DEPARTMENT'S REPRESENTATIVE. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 8. THE CONTRACTOR SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. IF APPLICABLE, THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL REMAIN IN SERVICE DURING THE CONSTRUCTION PROCESS. SERVICE INTERRUPTIONS SHALL BE COORDINATED WITH THE CHURCH AND THE LENGTH OF THE INTERRUPTION SHOULD BE KEPT TO A MINIMUM. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND ON -SITE STORM WATER MANAGEMENT FACILITY, AS DETAILED ON THE PLANS. THE RUNOFF DRAINS INTO THE PROPOSED ON -SITE STORM SEWER SYSTEMS WHICH CONVEY THE STORM WATER RUNOFF TO THE ON -SITE STORM WATER MANAGEMENT FACILITY. THE FINISHED FLOOR ELEVATION HAS BEEN ESTABLISHED SO THAT IT IS WELL ABOVE THE 100 YEAR FLOOD LEVEL OF 741.29. SEE THE ATTACHED DRAINAGE CALCULATIONS AS PREPARED BY THIS OFFICE FOR THE FOR CLARITY. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE PROPOSED STORM SEWER SYSTEMS OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM THE BUILDING. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT MISCELLANEOUS AND BUILDING CODE NOTES: 1, FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2.. ALL BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTIONS 311 STORAGE, 303 ASSEMBLY, AND SECTION 305 EDUCATION OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION. ANOTHER CODE THAT APPLIES IS C.A.B.O. A117.1-92, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. THE RELOCATED PICNIC SHELTER AND ALL SIGNS SHALL COMPLY WITH SECTION 312, USE GROUP U (UTILITY) OF THE B.O.C.A. BUILDING CODE. 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AND UNLOADING AREAS SHALL NOT EXCEED A 20 GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A13.7.1-92. THE LANDINGS AT THE REAR MAY BE USED AS THE AREA OF REFUGE PROVIDED THAT A MINIMUM OF 4' IS MAINTAINED BETWEEN THE RAILINGS. 4.. THIS USE IS SUBJECT TO SECTION 1110.2.2 EXCEPTION #1 (ADA 20% RULE FOR RENOVATIONS) OF THE B.O.C.A NATIONAL BUILDING CODE AND SECTION 110.1.3 OF THE V.U.S.B.C. FOR ASBESTOS INSPECTION REQUIREMENTS. 5. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 6. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF- FREDERICK, VIRGINIA IN THE RA ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE' LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT 'THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST Or THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSrcr EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLAN' "S WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x21'X72". 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. EROSION AND SEDIMENT CONTROL GENERAL NOTES trenches located outside of paved areas shall be seeded and C n C_ m 1. All work shall be done in accordance with the current mulched within two (2) weeks of backfilling. edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifidations of the County d. Upon completion of construction, all permanent erosion of Frederick, Virginia. and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall 2. A Frederick County Grading Permit and permit fee are be removed, as approved by the local program administrator. required for this project. A pre -construction meeting with All vegetative cover shall be checked regularly and any the local program administrator is required prior to damaged areas shall be repaired, fertilized, replanted, and -,. �- commencement of construction of this project. mulched, as needed. t� 3. The local program administrator shall be given a one (1) e. All properties adjacent to' the site shall be protected �` �=CL week notice prior to the pre -construction conference, the from sediment deposition. This shall be accomplished by �? L;' U commencement of any land disturbing activity, and to the installing perimeter controls such as silt fence barriers, c> 0 final inspection. diversion dikes, filters or check dams, or a combination of , 0 such measures, as indicated on the plans. 4. The contractor is responsible for the installation of any additional erosion control measures as may be deemed f. The contractor shall be responsible for the installation necessary by the local program'administrator. and maintenance of all erosion and sediment control measures. SEDIMENT AND EROSION CONTROL NARRATIVE 7. Construction Sequencing: 1. Project Description: PHASE I: 'a The development of this project consists of the construction 1. Site Preparation: h of a proposed Sanctuary addition and building link, related Hand dig test pits over existing utilities to determine - ti Q driveways and parking facilities, site grading, water & their depth and actual locations. �:'' C� sewer services and mains, and site landscaping. `' __ - Phase I Controls: O 2. Existing Conditions: 2. Installation of Erosion and Sediment Control Measures:1 The 33.05 acre site is currently developed with a church and a. Installation of vegetative and tree protection Christian school with related parking and service utilities. controls around the existing vegetation towards the The site has approximately 1636 linear feet of road frontage rear of the parcel and along the main driveway into the y along Valley Pike (U.S. Route 11) which provides access to site. a the site and 1371 linear feet of frontage along Interstate b. Construction of the construction entrance. 81 on the easterly side of the site. The existing buildings c. Installation of the silt fence along the adjacent and parking facilities are located on the top of a ridge property lines, as indicated on the plans. s that gently slopes towards the rear of the parcel to the d. Installation of the proposed diversion dikes to Interstate 81 Right-of-way. The front yard is moderately convey and runoff to the sediment traps. sloping from the top of the ridge towards Valley Pike. A e. Installation of the three sediment traps. y large swale exists along Valley Pike heading in northerly ei"�►`� direction that conveys all of the off -site runoff and PHASE II: on -site drainage from the top of the ridge. 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full 3. Adjacent Areas: depth, as needed. The site is bounded on the north and south by developed land b. Rough grading of site. (, _ consisting mainly of large -lot single-family residences. The c. Building construction. ® Q eastern side is bounded by the Interstate 81 highway and d. Installation of the proposed utilities. _ high -density residential subdivisions on the eastern side of Phase II Controls. the interstate. The western property line is bounded by e. Placement of check dams for ditchline protection and Valley Pike (U.S. Route 11) with agricultural and installation of the inlet protection. W �r residential uses on the western side of Route 11. f. Curb and gutter installation. 1AJ g. Final Grading of site. W .� 4. Soils: h. Stabilization of all lawn and slope areas. Q The soils map of Frederick County indicates the following i. Installation of base and subbase materials. soil types exist within this project area. On -site soils j. Restoration and stabilization of unpaved areas. J have been disturbed previously by the development of the k. Final paving. O. existing Church and School facilities. 1. Remove erosion and sediment controls, as approved by the inspector. 0 3B: Blairton silt loam: (2o-7% slopes). Z Hydrologic soil group C, Class II Soils. 8. Maintenance: (Approx. 67%) The contractor shall be responsible for the installation and Lr maintenance of all erosion and sediment control measures. 6C: Carbo-Oaklet silt loam: Very Rocky, (2%-15% All measures shall be inspected daily and after each y slopes). Hydrologic soil group C, Class II Soils. significant rainfall by the site superintendent or his Z (Approx. 30�) representative. Any damaged structures shall be repaired or replaced by the end of work that day. = Q 9B: Clearbrook channery silt loam: (2-7$ slopes). W Hydrologic soil group D, Class II Soils. a. The construction entrance shall be maintained so as to Affs W V (Approx. 3%) control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and Z 5. Critical Areas: mud, it shall be cleaned, or removed and replaced, as may be �"� .b .� deemed necessary.A trash rack shall be installed as The large drainage Swale at the front of the site the construction entrance construction. If this measure 6. Erosion and Sediment Control Measures: fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program • a. Erosion and Sediment Control Measures shall be installed administrator. prior to any land disturbing activities. The work shall be AAA confined to the designated limits of construction. For,this b. The rock check dams, inlet and outlet protection devices, project, the limits of construction are defined as the and the silt fencing shall be checked regularly for property boundaries and the existing edge of pavement of deposited sediment. If sediment is trapped, it shall be Y Valley Pike (U.S. Route 11). cleaned carefully so as not to release the trapped sediment mad X downstream or on adjacent properties. W 0. b. No disturbed areas shall be denuded for more than thirty ' Y (30) days. The contractor shall stabilize all exposed areas C. The sediment traps shall be checked regularly for within seven (7) days after the end of construction of that deposited sediment. If sediment is trapped or if there is W phase of the work. If possible, all natural vegetation excessive buildup of sediment in the bottom of the `gaps $ c and/or mulching shall be used to protect areas exposed then the traps shall be cleaned carefully so as not to W (,to during development of the site. The existing vegetation release the trapped sediment downstream and disposed CJ along the property lines shall remain in place and be properly off -site. CJ 0, protected during the construction process to the greatest 0 possible extent. d. All seeded and sodded areas shall be checked regularly to U W ensure that a good stand of grass is maintained. Areas shall La c. Soil stockpiles must be stabilized or protected with be repaired, fertilized, and reseeded or resodded, as 8 sediment trapping measures to prevent soil loss. Utility required. �- t FREDERICK COUNTY, VIRGINIA - SHEET NUMBER 47 0 o 0 N 0 .50 V)0 h 41N U i �L.. (0 (0 0 (0 n C _� V U 0 0 L m C s t :3 U 0... . 0 C q) X N 0 t7 ,RA OP J d A ®���sjONAL C'1� SURVEY: G.I.: PL-PLC N/A DRAWN: JOB NO TGP 990701, SCALE: DATE: AS SHOWN 10/09) SHEET: 3/21 cri 114IFY ANN 61,-,4ZNf1!1ZZ Z,7,6 4z-Zi,' ,Og, M7 CURVE ARC DELTA RADIUS TANGENT CHORD BEARING R�� 7��-A- 77 ZQR P14'1_112819 74-A '5-m" Icy PW, 74-_P-3 1 -3/1, 'p JC1 1744.06' 103*44'00 111419.16' 1372.16' IN15*22'26"E 7Xz ZMI_127� :28 6,91, Aly�7 )c AXZ):. qA z XIT- �fsl q 1Z. -9-1: ww pl4z-. :C 9 272 �,n �5211. pw CL T :J1 V) Z_� - X -fit Lij Q V790T b0A1 W X - uj rr_ EX DOP ..... y-y- ..... N__p1 �_111_ - --------- 4r� rop CiVp —7549-_ 'L :::) C, L Ex. .30 16 ----Nl 7+4�� itt-F7. —t_aro ...... EX", POL ot C.) Ex ­011" EV, POL E__ 01 1E pol _A& EX. POLE 77p -------- EX, 04 11� 861.12' M > N 13- 30 26,"E - PR H14 2 o EPH rAL Dia, ES-2 END S S�GAJ I B" 10 Ns, F1 "CP4 NOTE. IV,4,'FIV Z Oy- TEST ;:,rs sHAL M0, AS SHOWN L BE E�X VA -NEEDEM­T0LDETER%11NE TRE-fXAC OP AS LOCATION AND -THE EXIS77NG U77L/rY -E `7E, EX077 r ITIES SHALL _8E_ PROTECTED N�, W1, TER - DEPTH 'OF y-1�11,�, -t-1NES:--ME fWT/AtG UTIL OF PR%SS. ANY INTERRUPTION-;6,,�- AND RE14AIN IN SEWCE-AS MUC14 AS MSSIME ------ K Cr/O0 2 ORDINA 0 -WITH -ME, CHURCH. --tN SERWCE SHALL BE-M ,� U - DU_)MG THE- CONSTRU )INA EX, FORCE40IN �W LOCArIbli'AND DEPTH OF T % ZA19 Y S' 110V/,rZ�lf 5,1� MEXI�`ZNG' Font"Aw 94AHei oErERv D PRIOR TO THE BEGINNING OF-47HE -CbNSTRUCT! X-JO 4,.36, o�q, 1,77 PROCESS. IF CONFLICTS EXIST WITH Yy PROPOSED CONSTRUMON; THEN THEI E ............ _­7=2 0 Ex. MK95FN71AZ Q =3 �a EXISTING FORCEMAIN SHALL BE LOWRED, E SHELTER AS NEEOM RELOCATION OF IHISSERIACE Ic I SHELT R eMQ�ENT ------- S14ALL f 0 2E LAJ Lai CL Lq 4� ce w >C BE COOPOINATED MTH -TOE CHURCH 1-11 'I\T N m VR PIT IAJ 01 z ST PIT_ 8 EX. FORM&N NOTE' '- W—D 7 --LOCATfar�WD bEPTP-1GC THi_EX1$TWG a. , N� 'RE w !:R VOtLEIrSALL ' ­-, )� 1, FORCE -AWN SHALL BE DETERMINQ PRIOR M COURT (I, R).,, -10 THE BEGIMING-OF ndF- CON5nW<ZfDN -07H THE PROtEW. F CONFLICTS EXIST TED AS N RELOCATION OF TH SERME, p 0--% ITH THE CHURCR. 4r- 0 SHALL BE COORVINAM- W F0RCEAtRN-SH*iA-- WERE0. mo /to v I R) SED­C�TRUC770N, THEN ES n/N A il -�70C(Y_1? R,11D RELOCATED % T 8 TEST WNUMENTS CC L16J Z ES CI tz, r Ek >: Ex ATH, vqm j 0 D r.8.R., T j > N EX TEST IT od Mf FL*,*,I EX. BL E;A4 I' Ell fr W Ar- 4C -3 10 BE REA40VED at & RELOC4TED 0 AFTER FINAL GRADING C)� X. SHRU 7 '17- 7, s 771 A -- A :� CL M Rk > _�z ........................... 7 -A LIAJ N LAJ T, de. W T 0 N EX ON 0 VF _x x Cx X. S �kj f 10 1 �T"� �MMUMENTS EX. W T To BE VED Tr i - Ex- SHFZU13S SHALL i4ao "5 Q Lai N KthfOVED AND & REL 0, AS SH�r) 44 11 Arm cr— 'EPLA Ex. Q I -Ho CEO AFTER TREES R. ry FROsr I INSTAL 'ON OF 0 RE N) P_ C 4' CON&.' WALK yAqr EC I i ---A- low .4 rp �pBING 'i % Co 11 (111 *G 0 PAN NCTUARk C w 4 DDITION 1 EX PAVL EX. 0 ­7 MAIN FTb SHRUSSf SCORE EX SHRUS t X C"URCI-1 804,01mo (T-13A.) GOAL X q. --BE 0 0 T.B. Y1 CATEQ 0 tVtM,4j BOARD I RELOCATED r q RR Qz� ..... ... 74, EX- SHRU&S TRAJLERS bCo qjvAkKu O5AXK-(�B.R.) X X PAVEkj C 110NI&M-E5 14#00 P,4197NMVIR EX. L --C-L --- PIA,- U-4 -294 EX. FLA F?Ek4AJk)vT --- ? I EA". pA,�q-:,o -i - �EL 0 FtMoLjo R.) E yi / 0 X. SHRUBS Vo -4zF,�A T. 7 a Y 96r Ito, pa IL REWORK HAN 44 L EX. / "' / JF)koAp MODATE ­0 N n L (TO BE REL 0 G�- 4S DESERMIN19 EX 4* L TEST pIr N if) u) 04 U77UTY Co/) 9_j N 04 (D (D -E X CONC. P EX. BASSSALL RELO AREA X 00 AD EX 4 EX, CA A GE EX. (T. a EX BRUSH "I 1 11 � (T a �jl EX. VEGETAT�ON 0 �5 Lo to PILE OU EX. PLAY I ME 3C r q REYAIN) X. VEGET�TION APA PA 0 (T.B.R.) �c -C jX D C �A, P-L A YGZ? 0 UN� =E TA ji ., 0 4:Z- (1) A N X r jo ci 0� Mo) 90 _K 0,TH 0,P Y, r\ Y EX. VEGEtATION CIA, Ey S1 RELOCATED 'To; L (T.8,R) 0 GETATION EOUIPMENT �*JRASH (T.B.R. PLAYGROUND EXi/VE 4 N�T�E FIELD ACTUAL LOCATION AND PLACEM THE PLAYGROUND ENY OF EX 3 PAM (7-0 BE REL DETERMINED By T N 260 EQU'PMEr ,�SHALL BE HE CHURC FOR PROPOSED 'Z EX. -POLE 07 EX. VEGETATION X &,"TRASH (T.13.R.) ......... --- - --------- -y" - -­7 - 14"r �7V -r -, , , - -poop- 1�371.00* 60 0 60 180 SURVEY: ­dc PL-PLC 20 Y 7C+— > Scale 1 60 ft DRAWN: JOB NO.: TGP 9907018 0 d SCALE: DATE: 1"=60.0' 10/09/00 ..... SHEET: 4/21 ;0C(\ER G- X + W-W-1 771- _77n"N wMf >­ 2PIP 6 6 co ------- PIKEPRv-', C0,11 �Lqc r5t, tK, it .......... CROSSING j�ijo-j,101 Ey, P 01 L E Ae%, I � 7 ` P1Pj,.-- -tll 6�v - "" '.. -----' "N'kc-i �o f7,0 -20'01W f3 'i i 57F Ey, POL m sicb/ .00000��'7,2 ALM 1,-AND E VrCT MONUt-f ( 111111�1`Ft K1 GHivc) ................I"'10.t)� V & JACKI Jk�, Ey, IV, 's RTC 0 vALILT L TEL EPHONE PEE L 2 U-;F- - .0"Am"Im, PT 10 61.41 CL 40 0 40 120 Ld lot z Ey, z POLE I' 0�j L43 Sfrir--� PROP. 20 WATER ESMT! szr"10, TO BE P -0 L 6 MMLML` 00 DED TO THE' Scale 1 40 ft Lu LLMUM` t 861 •12 9F INCHESTER. i NOTE* -rr% r.014MENCEMENT.OF Cr. 1413- u 4 Ey. SIGt'l 11RIVrN EX. 3 0 MMxM NOTE, qGHTI 22' CONSTRUCTION THE . IF CHESTER SHALL 0 CUT -IN WATER SHALL BE LOCATED THE CITY OF WIN' BLE FOR REPLACEMENT 2.50 BEND & T.B. A CONFLICT EXISTS WITH THE NOTE, ER RECREATION& FACILITIES WILL NOT 13E RESPONSI LANDSCAPING WITHIN OF THE 6YM AND OTH NAGED BY THE CHURCH AS AN - - - D AND MN DR PROPOSED CONSTRUCTION BE OPERATE OUTDOOR OF PAVEMENT I IT BECOMES NECESSARY THE FIRE LINE OR THE STORM THE SOCIAL CENTERS, THE EASEMENT IF SEWER SYSTEM, THEN THE LINEACCESSORY USE. ALSO kCILITIES ARE ONLY PERMITTED C23 0 L TO WORK ON T14E MAIN - SHALL BE RELOCATED TO. THE RECREATION. AND ATHLETIC P ZONING DISTRICT WITH AN 0" IM ,,OCATioN ARP-RQYAJA7E LOCATION, AS SHOWN. E"y WATER ALTERNATE IN THE RA (RURAL AREAS) CONDITIONAL USE PERMIT. ,fc APPROVED CONDIT OF- TN I C; /-A-\ 18"0 ES-1 END SECTION PROP, MAIN DRIVE WIDENING Inv. Out=748.88 ?\ 0 INSTALL HEAVY IPAVEMENT ,\k SECTION I DI-3B, L=6' DI-3B, L=6' DI-38, L=6 I PPOPI \D/ Top = 763.00 Top = 769.20 Top = 766.70 eEND 12"0 Inv. In=758.00 12"0 Inv. ln=764.50 12"0 Inv. Out=761.00 15"0 Inv. In=757.25 12"0 Inv. Out=762.20 0 Z.;, 52 12"o Inv. ln=758.00 18"0 Inv. Out=757.00 DI-3B, L=6 +11kJ2.5' BEN ILLULL PI 12+ T . 1) Top = 773.70 >- 0 9 1 nA /7\ DI-3B, L=6* 12"0 Inv, In=768.00 Ix 85 it C go ---A�- --- \.� \!�J Top = 771. 12"t Inv. Out=767.70 IP - 9 1 240 1 Boo RC9, 15"t Inv. ln=763.60 ad .4 + 44.00 1­U­ AIN 0 15*0 Inv. Out=763.40 DI-38, L=6' 00 f PI 12+3 Top = 774.00 m X U, Cie UD Ul-,N:5, L=b iz v Inv. m=/vv.zu ;;J� P. Top = 773.40 "0 Inv. Out=769.00 T 12 2 R "7 0 12"0 Inv. ln=765.00 5t RELOCATED 23 PROP T � RELOCATED -----SHELTER . . . . . . . . 8� Cv�t 15"0 Inv. In=764.70 DI-38, L=6* 0 be Oi m Box MONUMENT GV & 9" PROP PARKING* PICNIC 15"0 Inv. Out=764.50 Top = 774.10 Y 8A /P 17S T a 12"0 Inv. Out=770.00 51IS1,10POAY 11A SHELTER 119 INSTALL LIGHT (TYP NOTE- PAVtMENT S .9 DI SECTION A�,TERNATE LOCATION OF -3B. L=6 14 -A - - 726 op PROP '-T s WATER SERVICE 20' WATER ESM" 3 Top = 772.50 DI-313, L=6' TO BE DEEDED TO THE v•- 7, 77 �-777 15"0 Inv. ln=765.70 Top 774.50 0 41,5, �C�q, LLJ e r 1AJ 15"o Inv. Out 12"o Inv. Out=769.50 80 CITY OF WINCHESTER. R4 Wide a - i Ib 4 6 STONE 00 0 111L- >U­ 0 E DI-3B, L=6' /Fi\ DI-3131. L=6' r1-1u,9CH 12- Ar- 44s 25 P 0 Top = 773.00 Top = 773. 80 0 LAJ PARKING STALL 160.67' 12"0 Inv. ln=767.15 12"0 Inv. ln=768.00 I= STRIPING (TYP.) C LAJ 24' 15"0 Inv. In=766.90 15"0 Inv. Out=767.75 101- (4- WIDE) 161.67' PROP. 20' WATER 15"0 Inv. Out=766.70 ESMT i Vi k-d\ D1- 1 TO BE DEEDED TO THE I 0 CITY OF WINCHESTER. �-i Di- 1 X-Y Top = 771.50 6"0 P/PiE z 04 x Vf/ Top 771.50 8"0 Inv. In=769.17 -7 PROP. PARKING Ad D 25' lnV-­7.52.0O RE� 12"0 Inv. Out=768.50 12"0 Inv. Out=768.50 ;T 261.00, x gs of 9 50' INSTALL LIGHT -41 PROF:% P,,Y. '4'ssy. PAVEMENT SECTION (TYP) �62 I 8"x8-N6' T-E & 3' CURS CUT, 10, C14 & BOX f-+ 9, "1 f DIP, 52 R JIIli /I E (TYP) tR W10 50 PROP. 8"0 45' 0 P SAN U 1 1 FoR ROP. MAIN DRIVE OIR 5' MAIN BEND t� ir V% WIDENIN� I ` 5'R 9. RELOCATED 'F.L,t 5'R .1 154.00' ISTALL HEAVY PAVEMENT = i 1 114. ECTION Lhi CROSS L.S. 00--12-0 RCF 1 K I Fjj� KWA PRIOP ASSY, # 2 CL) _35 PROP 0' WATER ESMIT. FU 1I t; MONUMENTS . . I ! jr­�.� 44 TO BE DEEDED TO THE G INpirp CITY STA 1 24' OF I i PED(JC�Ep WINCHESTER. ­­ f _ . . � - I.- >- Imn 0 CS D E34 CUT -IN I ­ - - OR* '- 1 111 R 'R In Uj 0 BEND 80k 73.31 DEFLECT PIPE AS NEEDED FOR CL LUUJ 2 60k E? 25�R 14 1121 1 FOR CONNECTION TO EX. --PR )p g! .29' + MAINO ?0. PROP, MAIN DRIVE ROP. F + 0 Ut C. CzimT Wir op--Izvtu Z@'6 INSTAL HEAVY 80-82'- 12-0 RCp, INSTALL 7- ­ 15 00 _PAVEMENT SECTION C -Ap Cl- 111 0 0.99% c4 PAVEk (TYP) PROP. LIFT STATION UL, .57 NINCHE­ "1 12 00------� jENT SECTION cN P R .=767. C. ,-P 0 V.ZW n --- - = Vi RELOCATED �O _OR -4 9 - 0'r, P. 286.71'-6"0 Son. IN H N Ltj EAVY Inv.-769. 6' C.O. ESW - Later 9 4 MONUMENTS Sew. 0 172'- / O*R FRRCEMAI� 13EN I 1 .-754.00 AND- OESION Op ad t 'R 7.04% slope I D 5 T IN Ex� j 10 & T.B. PROP, 01 Z"1:1" s RV 14C LLS iL x 5'R 0 ob IV -6 &7 'R 0 R I,'qR CK �19711 I" , O� - W. L J Ex� j"o - 5' EA, US MAIN) CV 00P.4- NO) Occip -, 7 �-, = CL z 65'- 12" COIPTE CZ PROP 2 5 80 0 Z --�!ATER N WA 7yCy L-OAii-v L 0 0 Cl. 111 0 IAL ir R & I L&J ILIUM E) UUMN, nt. 5.6 'LOW L ZU .71' 6"0 S V- Water 1!) C,7AR�Ni O 0 /C x BC � ELI"ATE# I �ROPOSED R ATH,ETIC Cz 0 e CONIC. WALK I �oTEVJ IN(5 Z4 F'­'" �IARTIAL Dpe- z CENTZANIER - L 0 NG sTF�lp� -4c L; IA gm �j W,, u 5i I I I I �6 A# I r-rcINT fr Ito P, Z'T.�f t LtVEL -- .. -C Ut-�R Levi -LA- �-,­mv Z)�q. Ft. 0 Lai Y I T1 -z,26o I RA44P Q1 7 Z:iq. Ft ONE mouiv z;q. Ff 0 Sew. Lot. k;YUNA 1 4 0 , V) rL Z a 0 0: - +.Z-- I , CL -'%Jr191GR0 35 CONC. ^ONC. r�AVE -�­Ivy 10 FLO Ft 20' 1 STEPS ME 24 20' 20' �IWEIVT StC. 14AN/NiE/, rjok .1R ElvEL Q- (Trr�-i (TyP) zu -24'120' g-j� .. E _ L��L 16 (TYP) 20' jnV =77 I'M' SCH SPI F.P.L. 00 -24' 1 1 on, 'I III\ -\;- I - sl I H TC, CONj- WALK PROP. 20'2.20 10 ?.; � �,, V SIE lipca WATER ESMT. IL MAIN F.F.-777.8,3 URS 4 C.O.-To BE DEEDED TO THE b sp- UZI T lnv.=77!5.62 I I A - 501, 0 =j CITY OF WINCHESTER. .14'-6*0 PVC, A 0 �%r. 775.50 6*0 Inv. 1 121 gap .. a 0 8" CV ev" z -773.84MAIN F.F.=777 --F- X Ck"Cl-, z '"LLUMILULUL'upac 0 LILL 0 iD rr�Ai -83 �Vcj r Y% �-777.83 ir (0. -�ft 0 S'�fk, ­ "'It (0 21,227 -c�q, �50'R 2 DISCONNEC"r ­v 04 VIE 'RO', -PP ST oO OAVE s7-opy OF PO D SANCTUARY PROP. 6W �IYURANT AND DDITI HVAC�"i HGHT, -To pf REL TED PICNIC SHELTER H 7 ER 0. F.F 7=7 4 00 ou j :3 0) 0) C TO Nt-W AR M. & CONNECTING LI K 7.110 Sq. Ft. DS PROP 112 ryv V) r- 0z�j 04 29 V 14 L SrT !-0 Inv. 2 ND 7' %-­Tyyt� L0 to mox -R W LL MEAN HGHT.: 2 Ft 0 �Z� I I IS, dEN 04 04 A"N F.F.­,777� (0 ER F.F.=176. JS 74s 41 0 (0 (0 469-9 OF THE RELOCATED 5 Fkk HGHT.: 35 Ft Mox 775.35 A \1.j"TCP PROP. LOC VkLf--�- P,,KE AA 7n 0 N T T L I vc, '0' CONC. WALK TRAILERS -J-,- ---1,,.--773j `.­LLLwI, .., ..- .. . . . . R 4- "'Cd8z MATCH TC OF V) -E Son. '0 2. 1 f PROP L11 6:� 0 sin 100�-3/4`,, 1. < in Sew-. --_j 14.14'-6*0 pVC EX. CURB - Inv 77 a-whtr% A, -- � I .,. I . I I 1 1­1 /-*% ­4 LOWER F.F.=776.3,3 CONC.' IWW -y 01 00 o > 0 2 SCh, 40 0 2 Oak. 00 1 It It P 05 u) to A .97' CV P + Pcjp, 6' CONC. PROP. 6 - WALK(Tw-) NOTE: STEPCON t''WA ALL DOWNSPOUTS SHALL BE CONNECTED K "0 BEND & 7-6-1 OD mn� -RE, 0 4' CONC. WALK A LOWER F.F. 9" 0 =776.33 TO THE D OP 276.42' C.O. UNDERGROUND DRAINAGE 4- C WITH 6"45 PVC. SCh. 40 PIPE RUN SYSTEM - 2"' mv.=772 00 AT CG- 6tb 0 0. V C R' o. N A§/ PA V�-D PARi,'/IVG ATEA tp -9- os A 2.08X SLOPE LEADER BOOTS SHAL4 BE 15 RELOCATED P OP, cl, 33 SCORE BOAR MET , ER 6'R SP9CIF11M S'� THE I CV QL 4 WAL 15-3.00, 0 x 1 ARCHITtC I 14NAL 'DW�S. .3 F / 11 z 2' NDC 0 EX. SC1400L C14 -6 . I I , MATCH EOP 0 --- PROP- 20' Sm 0 E CO& I , el;,, . I I . . FACI WATER E T. m 3r F- LL ........... WIT GUTTER TO BE CITY 0 ULLLIED TO THE G 64.00' C14 F. Uri -- I F WINCHESTER. 04 20' 780-63 rRELOCATED Inv. 0 Nat-EERQE-K 0N.LP 770.80 N Bo L.S. - 11 - DE"j FLAGPOLE PROP nv. 104.81'-B"o pVC, GARDE WALLS I A - Vk-- WIDE IN ;z 0) 25IR let 40 0 1 04X ( I TV.) 770,6! srPA.;!- u INSTALL PAVEMENT ':'POP- F.H, ASSY, #28A, ip Fl S 1.04% 0 0 Iny Ek REGRAD iEE & T.8, SECTION PROP WATEPi jN R 3.051- *0 PVC. f"'GV & Box .5VI`- 61.3 i EX. SC,00, 60- 75 io i � i C-0, �4 AND INSTAL 0' -A_*",h DIp, C'�, 14.14'-8 �VC rACILITY PAVEME t'Rsjb52 3`0 4!5� 24.79--1 ,9 6 IL04�* 1 50 Ch. 40 2 1 NOTE, WSTALL I IENGTM or 80.63 L E 0 PIPE AND PLUG & T�S, OL r 'R C 4N PROP - A�7EF? VALVE "Fo 4 r.Fz"-. ROP. MAIN DRIVE WI NG H p N PROP, -8"W 45 WOODE or INSTALL:HEAVY PAVEMENT 1,'\ 4' SEND k e. �'R 0 P 5 0) 4"6 + sc F2 S CTIQN- Ex Pivm P,4P,-',N0 AREA 7 It 7. SERVICE 4 'R E . :. . . 78' ca P --------- WALK k- C-) _j %0I C. -�P( UZI ------- 24'- Nl OOF 9.17 T HY 25 .30 PROP71 BASEBALL z FIELD m 68,8 No. M x 34.05' PROP. BUS KING A EA F.L-S ON POP' INSTALL HEAVY PAVEME T SECTION PVC SCH 0 SAN,-SE*. 1--- 4.1, 00O 91ONAL 106.43 'W 2 .01�- 'A 'P AREA L IG EX. PfilEf MAIN' DRIV z PROP, rH'. ASS Y..'#255A le, mfp 0 INSTAL 'HEAVY' PL-PLC 2 PROP. 20� WATER: ESMT. TEE &'T,6�: E rn TO BE DEEDED TO THE, 2 Pk CROSSWALK..'- PAVEME SECTION X 6.' EIox STRIPED- em Rs MT- -,5*R CITY, OF'WINCHESTER- . 0- 1 P CI 52 PROP. 20' WATER CROS LK DRAWN: JOB NO.: CD TO BE DEEDED TO THE gnp > 0 TGP 9907018 X PRnp 4" C.O. 24'xyy 3o - oUA4P (A WOOD GATE v.; L pp, t�) lnv.=764.64 'Vrl" 6' REL & 'rH­ AREA: 1.410 Sq. Ft. CITY OF WINCHE R. LIMP -0 PROP. 80 45',Z' (2) 1 I-ENCE DATE: E STORY. HGHT.: 24 0' WOOL) GAT,, CLOSUPE "=40.0' 10/09/00 Hqup, d 'DIP t' PAD SCALE: (0 BEND & T.B, CI. 52 WATERLINE z r1a - 1 N PROP. 2"0 BLOW- I Z. AL j b F.F.-774.50 PROP GRINDEF? C14 EX. FlAYr;ROLIND IV Pump, ST PROP. WOODEN Top ATION 0 HDCP RAMP OFF ASSY, #23 + RO Inv, at 77 1.66 (INSTAUL AT LP) SHEET: 04 In-9764 50 INSTALL HEAVY PAVEMENT SECTION UL Inam,764*90 Inv. 5/21 1 RELOCATED Outzm7ei.6. I Poo 2A i PRI T T -7� RELOCATED '--SHELTER' �MONtIMENT PROP. 20' WATER ESM-1 TO BE DEEDED TO THE CITY OF W VJ ff x_ sr Z o W LO W <35 rs Ck U Lu 2 c a (N cv 40 0 40 120 ti3 Q �N 8 Ni LOCATION«;ht� °' C� ram? v uX �t a �(9 " 3 0 WATER $ERVI OF DI-3B, L=6 i�r ! �'?�`�`LtC' {H 04Z �� �' i`�. P 3. T 11q H PIP 7. W x J 0 s CE { O Top - 772.50 � I- - a f�` T Gnz � �r CO `+ '� } s ; f t •r C`� 5 , ery 15 0 Inv. In 765.70 Top = 774.50 /'1' Scale 1" 40 f l Z j --A - 79 0 15 0 Inv, Out=765.50 12"0 Inv, Out=769.50 D9 415 'ARKlNG STALL t' O, / .` = ' ` ' .- R ! Co •Q ; " f ,-TRIPiNG (TYp,) { . ti y �` � p 160.67' #,. 25 � _ �. (4 WIDE) , ` r , C N `--iz` ; #Iu► O DI-38, L=6 F1 DI-36, L-6�L, tit il 5 KSTOP N, WIQE !2 PAVEMENT 15.7'-zf 1m nt i >SEBALL _ ID OF PAVEMENT OR LANDSCAPING WITHIN u t o 2.50 gE1y0 WATER SHALL 13E LOCATED. IF THE EASEMENT IF IT BECOMES NECESSARY Y' - 3 T. A CONFLICT EXISTS WITH THE TO WORK ON THE MAIN. n PROPOSED CONSTRUCTION OF NOTE: THE FIRE LINE OR THE STORM THE GYM AND OTHER RECREATIONAL FACILITIES WILL APPRGkfll' LOC-A ION f SEWER SYSTEM, THEN THE LINE BE OPERATED AND MANAGED BY THE CHURCH AS AN D TO THE T C Fl f;�;rcF)/it;4?{' SHALL BE RELOCATED ACCESSORY USE. ALSO THE SOCIAL CENTERS, OUTDOOR ' o , RECREATION, AND ATHLETIC ALTERNATE LOCATIONAS SHOWN. FACILITIES ARE ONLY PERMITTED _ NING DISTRICT WITH AN IN THE RA (RURAL AREAS) ZO Pt 11 �5 0 PDIVE WlQENING 18"t ES-1 ENO SECTION APPROVED CONDITIONAL USE PERMIT. ROP, MAIN INSTALL HEAVY PAVEMENT Inv. Out=748,88 Pc 1 t 6 SECTION rn 4t Plop- IC I` l�l DI-3B, L=6' DI-3B, L=6' ® DI-3B, L=6' o t t'c a ' [ FP s T ` L=/ Top = 763.00 Top = 769.20 Top = 766.70 tt+9 fl7 t2k 482 ` 12"0 Inv. In=758.00 12"0 Inv, In=764,50 12"0 Inv. Out=761.00 11 15"0 Inv, In=757.25 12"0 Inv, Out=762.20 j PG t 0 } 3"0 12"0 Inv. in=758.00 B5 a, ._. Ii Pi 12+ g ! do r,2'S" BEND i 18"0 Inv, Out=757,00 DI-3B, L=6' a" n Top = 773.70 O PROP, s ' © DI-3B, L=6' 12 0 Inv. In=768.00 SEND co 24_s 18»0 RCP, Top = 771.90 12"0 Inv. Out=767,70 - o 44.00'- 15"0 Inv. In=763.60 - P! 1 15"0 Inv. Out=763.40 DI-36 L=6' � I � __. -� 2+3 s 47 # b Oia-.�..0.87 2 - ; _ Top = 774.00 L i 1 li- .__ _ _ 12"0 Inv. In=769.20 - i"' 2 3R P D DI-3B, L=6 1 I Q 5, ? ?t t »�:3C'kE� O Top = 773.40 12"0 Inv. Out=769.00 PROP., PARKIN R . ` L T Vtl r' 12 0 Inv. In=765.00 N PA ALL LIGHl�6 � � TYP � o �^�;`V g dR INS? £A- p^ f`"'�'9 - ?_a o R G ti, & p ca) i 15 0 Inv, In=764,70 DI--36 L=6 Nt CS�ON VEMENT SECTrON ( ) . R P +'�► 9 s 3 , 15 0 Inv. Out=764.50 Top = 774.10 �Nt SE : 'c R.In TER 12"0 Inv. Out=770.00 %,• ° l`. `. f To = 773.00 To = 773.80 '3 �' cN C �/00 O .0 1 ;"� KZa� �- �.__.... ..._ 61.67' w 24' 12"0 Inv. In=767.15 12"0 Inv. In=768.00 _. , i r D.} I �+.-C W KWA i 15"0 Inv. In=766.90 15"0 Inv, Out=767,75 !- G OA t o . 4-6{ ... �__ _-�. - PROP, 20' WATER 1 �, � I - I � � � N � � f � � "t�_.-_ .__� _---7-- �-_ � �� , �•� TO l3iE QEEDED TO ErHM� 15"0 Inv. Out=766.70 PROP'. PARKI r ' # # B 1 25't CITY OF WiIVCHES7 ; DI-1 INSTALL LIGHT AREA �^ �` .i- }� IT.D` n� , r ER' i t ©DI-1 Top = 771.50 � Q V) PAVEMENT SECT!'ON--_,:rQ 9' . 11p'�'' C3SP r '` Top = 771.50 8 0 Inv. In=769.17 a •_. `"``~ " ` (TYP) �- T 12"0 Inv, Out=768.50 12"0 Inv, Out=768.50 N t -� ��'`�._ 6 0 PIPE }- m Z ` hQ,'1• r,, ry�" 1()' p 50'R"`_+``".." 752.Op _ > 60•R 1 S-,8'j WI1;E ~ ` r g � ' !(11'P 1 _0 65r ' ` 8 D., � ! j }' -'-6 _ 261,0 } . ® t o ON 1 i ). ` :�`"/ ter T• W N } ! d I r---, 0 F.L.S. g'R #- T, } I .r'.c`� �?f, Ct. 5 50,R 1 ! r' 1 f 27 ! }} ov .r F.L.S. 'R ', 154 00' 5- r 2g' ROR MAIN DRIVEt� {rYp } ° _fT- 3 CUT 't B 1 14•QO'....1 ( INSTALL H WlDENINO .._ C1" r` !_.. �, O 2 0 RCPSTRIP 0 EcnON EAVY PAVEMENT _ p R 5 1 N LIRE r f • (V FUr p t i f i 'r Ci R © 'R B4 STRIPED WALKWA 3n'C H S f� t s FORCE ►u �N SEyy J} R ; . E ,. - _, _ La ck: 24' ,> X 3 a ,- #J- PRO 20' WATERc0i f' t 9' 5 ti 73. I `^ r✓ C'"..�-"-...`"' - - � I �," ��•->- � �.5. T P ESMT, � �_.r. � � ) f 8''r5 _. R 2 o r. ' . BED w s f .. _ LL W 5"0} CUT -IN bt�L; P WEEDED TO TIC' '"' } v�.. 6 0 1 7Yp 5 g `7 Q F- •W PROP - -- / . r s r r , a 11, 1.0 MAIN OR1VE CG-6 --- ; 5 R + ., rr, ; iq� `- __ # R` '3c CITY OF W!N ESTER. L }- ' } R 8 8 8 } Z 12 BEND o CH i p_ `-T`� CI -""I G�- 6R INSTAL. HEAVY PROP I r I { { N o � � Cs� , } o � 1 P jUP GRIN I. - PA 80.82'- PARKING A I + $ 0 rSy DE N _.. I VEMENT 12 0 'v INSTA R -•i1Q,,R NQ - FORFLEC7 PIA 1 C� --z._ 1 i RAMP j OF►t,$; 260, , - -- SECTION RClp LL LIGHT.r h-Om - T •r o E AS NEEDED F v vy 162 -- _. �n 7 5 R ,� ""'�, 26 w t�G V PROP, r 20' �," D,R'O.o '-{ CG--6R CI• Il! ® 0.999` �' PA F"-'i 9 �, B. - +�a__; U o CONNECTfON OR { 00 !._,0 �8 } W f" TER' ESMT, "R �. i • 9. NJENT SECTION N (TYp) G PROP, LI - M PHASE t i TO EX MAINo N t S' D, j `" 286.71'-6"0 IN 67, STATION M r4 ---- ._P e25R r . ' � p s ` 20 R ,,�- � ! y 7 �'v- �, , R t i3 } - Son. _""--- - l r N rO T r� co �. 5•R ,, �'' 0'R Sell • Loterol ® 9 Rp Inv. 769.50t�",L �_ `>'' C/TYBE DEEDED ER SAr7 Zr `�' r . _._ _ H L.'I } _ C� _ 5'R 13.66' 1 4 Sr ON FIRE 172'-2"a► " r - �- 1 - OF r0 _ _ G LANE F RC 2 0 Slope � EMAt B 45' 42 � � � �O I'1�/NC � ^ r � _ -- « -tN;f �` ( ated� ?` " ~� 1$ ~-8? l -__.` r 6 C. ai a, i _-�'"��128 0 CC 33.65 EE &U T.B. ei } & T.B... _ f 24 o r C!. -� 2 0-RLp _ r�• ; _ _.IVY rcic� nor° . RL315_ i cv C df7�; 0• Q a r lit 8.389' ,L 4 65 30 R �LIQ �"' 3_ �6 ' ; � _ 1 j i - �o +n r In •O. aryl - (_ 28 � .. � _ LANQ - t1s � �EX. CAR $TOP -- - ;� t iz� ; F ' I i r �;` v° s 754.00 1 ? t L tl_`� -�� C7 _# I 8.71 6 0 San. 'T' SCAPE ft ____ (TD _ E�. �, ` , j i en O; 2 ' {+%) € F' Ty, 107 (!� T R, "--•.....,. "� "' �1...dap PR 735 � s F$ fil�� z. E�� � `�� � 9' 1 { •R f`i V� 0 40, e+al ® lx t .�.-,.L..4 f --.._ F Cn CE 5 n/ �+ a ; N 4 Son. 0 f'` --- r --- r W_gTE p 2 1 `; e �' ': '' .- ' ' n' {71 p _ 5'R } r 1N t �' 47 �1= Z_ ope .-, Woter s �' f i REM j t r r' )3C. r: ,'1$ C� = d S ew S ! r.% ! 4 t• . r w.• - -,,, r t. erv;ce ROP:` 4' EX CONC .sue f r ` 1 1~�ARbfIN'b F.L. g`i- _ ) W 6fE'` S. l Wq M{1, A -7Efs .ion. �" G j � � WALK r E �. Ef?AD1 TE 5T1�f ELIMNgrE"`_� �.7 } 1 LK t �v :'r1 � �11Ar)3 a z 0. -_ Sew, Lot. 5'R "0 TEE ( s G Sri�IPIN it f' ,� j 1 } } `� P' S s 5' J x: ` $ ,�}E� Q ^' cy s r f f P i �, O J - �,5. ICY Q 20 24. p # -� v ; � T.B. t;° $ (s�- \ j f" '' i. OP J p N <' s' 5'R `, 1 r°ROP `}T'''�`.R � Q W �"-, - � { _ 20 20' _.. _.._'r''', a-Rf? '`'I� .,i i < K! G ".,,, :�j0 I with OSED A a) V �•- N Z (Ti`P 20 24' -- ✓ r _ s , 1 P E ; t o F I-ARTI rHLE71 J ) ---_ _ 2 -;.,< \ ~ 35 i? ( •R OOt AL C C 0' - _ _� S'F7' -' NIf co PR/ ME ENr (TYP 20 --. �• N f ro u S ;�o A,1 NT 22 ER i- ? - ) (TYPj. 24 --..� dnv.�7 C.;+STEPS !�1 \ \ P - - TIN 1 ; ! R n AIN L AREA: ANrNF L r` t>� C Q ---�-. _ - - -�0. [] _ C. i �v f lv `t, UPPERL gREA: Z •260 �L N .,Q � J -"- s =- u�'%%J » MAIN F.F = ` rnv s""" ---- P Id ', # GY ONEL AR 2.260 t. o �p h- �' 21 ! $ ". 1 - , i . 4 C.O. 777,83 77 1 � 0 CONC. WA ~' ! i # `l �� a AVEMEryT EASY 2 Rf;' t MNASIUAI S?Olpy� H EA: 4.04 �. Ft o , � iL1' Q a, _ 14 s Inv.=77 DS -3 5.51 LK o rn l S 'R t /G�?w GHr . t E'-- .. -6 0 pyC;- _ -� 5.62 i MAr ». ECTION " } . AIE22 ?(1ft 35 Sq• FAll,.Q V7 t!i .-• v. � �..-_-_ S" ;� � ----._ ....,:,, '_�• ....,.._ CH TC 6: _ 1< ANlNE D FL Ft, t. % �} - rb L *- g aco in _ Z3 2Q8�; T• D 6"0 In nv,= r".' ....... EX. CUR �Ti - N• S C SCf!• 0 r %Ui�pER OOR LSE {Mox,) co Z = W # { OI _ 2 v 775.5£� ¢ r, .r 8 i SEW SE 4p - P 9+j L1 yEL L F F 1 2 � - r f�-773.84 MAIN ".F,=777 83 -'F:F = W - b r�+ s _ ICE. �-"" t '�' F'F•-772 6 20 '"tom V I } i- j~ E� 8fi : Ids tf 0 W 4 -- € { f g cE.Lr��r 3 -• }. , . 4 ( , c .•.., 50R oC4 Y { �� z �- .22 000 ROp &$Eb SAN i ObiT! HV t. i, },, '77 P ` , 7r i' q � pp{' s 7 ,Q Q Ad Q `� : �1ARY Y ' j, . �� } I ! -'f Pt^n19E E. ' -x d ---._._• ,- CONrvECiiNG ! � AC £QUtP. ���� .�r�j,�ti� 'R s ,�_, PI 2 �--.t___t � ' � �_ I ,. � W a. � V LIK ;I 1- iYA # t o� O UPp _w 3 + } 6 NV i AR 17,i :v $ s �rur`1 Z b �_t R ~� Cr.�7NE ST V• Ft. 1:_(1 1, PR C/sA/j / - 3€JF-```'^- , 4 �[ V HGHT,: I Op. 't N F $ i• l t SSA, t� A J- ' pr. W ,,� W MEAN ' LD 35 Ft. M - ; ` ._ ` ; { 6 0 , HEf 1 z `- - y L C >' '�`"'� 0 .� _ m t B G. HGHt, 2 F °x - 6"m Inv. 8 0 , CG- EX. ESTEIP, r~ Q c� `r ,' itN4, Cc:;a,,., t.� 1'- W t>Y s 1�41N =775.3 .° { � E � ,. f , Jw Lor a LJ 6a'r o 4 © W <o L 777, I 5 aR ^. 3" �' E�,'s t� a G0. P N (/� ER Fz_l. 2 ROP, a`'� Q �,: �, W �C 1G7 _ w - . t F,=77 S'�.'Is R + _ NDC Inv. V 4" # 6' 8 ! 4'8 0 rr CONIC. ' 9 's•�a4 fr n � LOCATION 1 � I Sr, DRIVE �V7"� �s 29112. ,? C� (,> > W -.a Q Son. M - _ r P1�C t 0� r N R en z� , er # O ►- S v % `' = 773, lit Ch, 4 0 C. WALK E REL Pq '4 w ,�0p' i Z a'' '• f a cn a _ Se- t`ot. o r LOW `` ---- .....,, "Ni oCATEO t; •,.� ram, MENT "VY �, # • Q Q� La - OF ER F.F,=776.33 14.14' s: E ON C9q�+J `r: - r�� 6. V -.6' o6"m C CD MATCH a.. .i ate' A N Z �V CONC, z. 10 { Sch. 4 ° '"-- --.... ,-.... M CH TC OF A, -••.,` 5 - T _` CO C. Q W W 2.08% ~-�- EX. 1 - s J!- LK / m _ '�, --� -.... ... CURB t t CROP, 4, t } } } 0 -1 �,,�,,,� .�'- •...J i + ONC Inv LOWERGo�'iVOTE;-- CONC, $TEP$ COIVG' WA �772.06 6 �,•' 2 R F.F,.-776.3 S cv �� AIL DOWN 4• CONC. WA ~ a PROP Inv _',_7f , iNq�.QN ! 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OE WINCHESrER; 2`�,�x CROSSWALK en ;� INSTAL HEAVY -� w CITY OF WINCHEST R. _ 92.5 _ Y TYP 1. 5� f STRIPED. PAVEME # € , PED d; 3' SECTION CROSSWALK c� t 7 I F � t � � f - - ♦}• ►? ( 77P:7P-«P_ 3 _>.+� ; -=- x' ; I ?-- } PR » 177.46' 2, N n xg +O cl-, 52� R sP§E � w�� , I WOOD GATE I;R ! � -K �s �#r• 4.8 R T } N PPL�F�. " BLOW- # r'.. a 13, AR N Inv C.O. WI OP, 24'x3 » BLOW r7 � EA: 1,410 Sq, Ft, 764.64 rF1 6 0 D(/ Q > A.SS'' In 6' E STORY, HGHT.: 24 & {2) i0WQ FENCE PAD 8 ,v � (lNSTA! L AT s P , 1 0.0 _ v, n 00 F.F.-774, 0 + O R i f r' �x £ EX. P1 AY �PgLz^Et) rn 5 (/-) %- PROP � GATES CLOSURE INSTALL HEAVY PAVEMENT SECTION E'QLlil c�+v PROP. WOODEN PUMP' S1ATptyR 0.00' HDCP RAMP Inv I 71 00 Inv, I n_` 764.50 t._..._,--.._ .._...._ ar..... RELOCATED d Inv. 0 - 764.50 PLAYGROUND ut� 7 63 TOF LOT ° 6 a � � s. J f lrs t - 0 filly� EQUIPMENT } RELOCATED 0 ArH L7,'= PLAYGROUN�Lt? EQUIPMENT f " f "• NOTE: , # w O ACTUAL LOCATION AND PLACEMENT LACEMENr OF E"il f` 1I w THE ROUND 0° EQUIPMENT SHALL BE GNF: f y "f o PROP. 3 "TALL DETERMINED BY THE CHURCH, I f- WOOD FENCE f EX. Llft ,-T (' Fyp,,) i X 0 PAND 8260 0a 0(,/a Z, }w�v `ss10i SURVEY: C.I.: PL-PLC 2' DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: 1 "=40.0` 10/09/00 SHEET: 5 A 2 1 dOHIV f ZA V15, '58, Rg 2,7 '? I X,V-19, IFA YXRY AW 014,0NM CURVE ARC DELTA RADIUS TANGENT CHORD BEARING P1,11' 74-X-.77 IC1 1744.06' 103'44'00" 111419.16' 1372.16' IN15022'26"E 1743.931 P:q eu45 Po-L- EX P�OL L 7Z >1 > M7E 8.1 N1 T30" 612 POLE 7 --umITS OF CONSM6tCTIQN Or T�YE�, S -%S TO P nn Gat TO pt u PhMu A Ex soC(,',-R FJE n Ts TO -P Z(11v4L-1. CHORD alo if 14 vy 1)j I I vv UMITS OF-/ CONSTRUCTION_-, -- --4NTER$ 'TE -TA OZ-0,qff P1 4- 94?904 S K 11vW ic�W, 74-2--z" 10 0 f -Z Z 7 C 4 R,1 ?Z rAl f f AXK Sk 7-PHfN T 011,4,9KZZ Z?,L9 4?9, Pp z-87 PIN 7V-2-1 I;d YF N.11411V-S ZOAf-0,- PIN, N - A - 71F jc�* 74-2-1 09 31. 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' i �. �,'i. 4} .i•'. .' ; y' WP'S ,� � Fi"!T.- .. , t, E 4 s is ' r 'A 0 ` ��1'? ,._...-.; � --=��"",____�--`�-' r-- ,7+2.$: • •, • ., 7�• �5 `,, � �.�� � ,4 " �: • . �{��� c�1�i u����L�'. i 1 ' E • 'st ' �� �:..:.r _ � PF-1-�+�€+I�3 � � � m .4: U3 ar'-000' Pt+f,l c ' t a 0 I MEN 73.5+< F ? t •' 1 1 t• w t , i f' �° �� �T �4 � Q� 1 Ci i'' p ' F� �a P1.A< L 3 t.• C?S� ' ti �t z� � T tAt �!�t,, s t..C� rri. J�--'",...' .„ 4 -;J•.,°_ 7 5 1 rtF R � �id1\'��' ,� .-...-"'_... ` �� t�r�}C A . � � ..••'`.r- _ �t1 3Y t3'f y Q 1a C0? 3 UW TH -•^""._..,'."_. -` �y\?+�,jP+ �i�.y� C"f `� f •�. 1 �'^•-....._•.. 1J`"•-... -`'"" ".`."'•�-.,�,•,`.r"d•/'d.����.�� �. ""'~M,•,,~,` .,_,_,✓ '..'..-'"-"' ,"..•-"" r .fr'`-• �►�y F y e � r , � � 3 i tip,_ _,- f'r ;``,-'^,l,fi �.`„"`"`••.' �/� \ � _ 1 / .- .^--" ' -",.,,- "�► `l'� c7 `r - ti ,rj ?,410 2. PAND J ONA1. SURVEY: C.i.: PL-PLC 2' G _ --_` `�'�`� /'_'"�` _" -�` DRAWN: JOB NO.: �' - + I•• `F ' ..�".` YAW'�",!'� -„�' • -' TGP 9907018 ` 1, i ' '° 1 .- ` - �,�•�• ,/ �"- �/'`_ ' -'`'- SCALE: DATE: Y, Os 1 /' r` ram` t`� � _.._.._.. 0.6 i °��.�-' � � � •O i , /. ty f � ,1� ' i,. '•"_ t 1 S `t f, f'r' ``Cy.e..r7l`F / ''�„�• l •y f.•••„-•' .•-^''• SHEET: 1 z. - ,t1 ,_- ,_a ,.� --- _ - -NS PPS * 6 _ NS ---- e _-76 Wo X. 6, r 1 _ 779 ;,f + ` �r' 2 EpEO I0 --- p,S * _ -_� s S Tp.,.�=�'�` n J0 gE { / _ � f _ —— —� , ` { uk ` If 20 W' " 1 .• t"t !! ,r ,\ _ _ -,�'": y ', 1 } t `• 'i "� ' _YJ r : ti- t-_.__._ v _.- . __.... p GPER • DEEDED 10 .� gE N1. OF 77 y' 7 {r f S l � � :- � ' ,. - �'( is � __ 1�` t * PS P7 � =,�__ ;._ `,, � �'_` '� �� 1 1 � ,�=-, ••� �,.,.tt�� � k ti { ?.,� —'€ .__ .^—..'-.h+:.-., '-`'. i :�.i1 t ` �A r A• pf ro PIS , ! s i .—✓- %.�/'/`r},'`°',# �`. - '." -. NU �� EG . rt'4 r ' �r ,: c�5•,__,` 1} '� { r r` �-� C) -- _ c'--, ' CS NS • ��,! 5l1 /•y _ r- -1}. [''- _ _ y /'}-y/•-.. '� �`! T'+)(piyyJ_ , i i � •� ^l Jf � -.i •,." / f .' _ _ _ l f 4d - v3 ' 'f i t '�'S 3 � r"� .a: PS r� P �s CH U Q f! 21, 5 ' .iv '.'_L. ._.,—+„• 1:�•?:jig y �:.1�k\\-`,\, \� P rO pp1710t J 0 p05 d & A. 17 ,110 Sq # Ft MoX15 Z A 4 -- _ i - - t N S �R H H 1.5 _ t _ r- -- _- �i-- / /r1 E AN 8� DG' �H 41, 7 8 C Jv AG c . _77 EZHE LOWER DE� PR E _ ---_• _-..---- -_- - - _ J g E ESQ E� • •'` .h-'. --- � _ _ ., � f 2 ..$ - NS GO Jo rO It uu I ............... . . ...... . .. . ••mot _ .� ar..ac'.'o'•_ '^:.•cr.�'�`a�.a�"-- J �` f A J V irr%r. °' •''_'"ram mot' .R i � � R Y ...•—^'� ____� •ti__.. � _,__ �.. `'Y 770 9-7 - !! -7- A's p,G 'j -' SA GR DE NEED p• ;' N.S t 3 'f & LI,GHZ PS * # PS �. Mr :,' _ �:%�.�''- �� K t 1PAIAMEN-t SECTION ,• - VE , '1 • .! ,yy•Ft Y -—~T —J— } ('. � t4 ( `� 5 1 ` t - 4 - .,,, ,._ `� - lr�r / �#y a- -�-'''cx�—^-• .. IF • / , ! v'� 5 � � '' 1' � 4 F ' '.i — ...--- ,fl^ — .tip, � `-..��•/,r� �/Yr u-:,i.- � ✓ tee( AV 73 z x NIS \ � 1 U' 73 _ 20 "N ERp O - - -- - PROP • DEED `, S, R • r,J � ''"•--...- Ct� OF WtN��E 4 } PLANT LIST KEY QUAN. BOTANICAL NAME COMMON NAME SIZE SPACING AG 18 Acer ginnala Amur Maple 1-11 /2" cal. SEE PLANS AP 4 Acer palmatum 'Bloodgood' Bloodgood Japanese Maple 1-11 /2" cal. It AS 58 Acer sacchorum 'Fairview' Fairview Sugar Maple 2-2 1 /2" cal. to BT 4 Berberis thunbergii Japanese Barberry 2 gallon cont. to BM 110 Buxus microphyila 'Compocto' Kingsville Dwarf Littleleaf Box 1 gallon cont. to CO 46 Chomaecyparis obtuso 'Nana Gracilis' Slender Dwarf Hinoki Folsecypress 3 gallon cont. to CV 7 Chionanthus virginicus White Fringetree 3-5 gallon cont. to CA 17 Cornus alba Tortorion Dogwood (Redtwig Dogwood) 3-5 gallon cont. It HP 12 Hypericum prolificum Shrubby St. Johnswort 2 gallon cont. to JV 27 Juniperus chinensis 'Gold Star' Gold Star Chinese Juniper 3 gallon cont. to LA 37 Lavandula angustifolia English Lavender 1 gallon cont. to LS 652 Liriope spicota Creeping Lily -Turf Flats (50 pints) to TB 72 Taxus baccoto 'Repandens' Spreading English Yew 3 gallon cunt. " 30 0 30 Scale 1" = 30 ft a x 7 u, _ o = - o Z V � V Z v N ae 0 w pp ZW tiC V O. ►= V z Z d = Q Z p r- V Vgo �Z V �y � w j • W C7 Wed V Q DC ]C Y a--Lhj ujV VW VmV L.Li o U o N '- N M :3o rn rn �� N L0 +' N 1 I � N N � tD tp V) v_ cfl co C /\ 0 W N O :3U a)X l0 F-- N a o NO ��Ay�rH Op Y✓ e c) pqI a No. 18260 IONAI SURVEY: C. I.: PL-PLC 2' DRAWN: JOB NO.: TGP 9907018 90 SCALE: DATE: 1"=30.0' 10/09/00 SHEET: 8/21 PLANT LIST 1i g-.._(*f' tit-- - ^ - - '� ``Y 7 AS AS AS � - -, -_ - ) ( _ I { �R� t ARK{NG — 14,208.44sf- - -- 7 - `.,,, F -P _ 760 METER= 642.99' `�-- A� 760 0 PR. PARKING PE ---_ - _ _ 1 64 ' j _ ii1i{2 ASS — ro c r AS t`N, PROPOSED ATHLETIC CEt�`i"'ER with PARTIAL MEZZANINE LEVEL '� FOOTPRINT AR&: 22,260 Sq. Ft w �j '` - �'66 FAIN LEVEL AREA. -,,22,260 Sq.- ' �'�i,`�. S rt W. p \ r� - Ft . z s'- UPR,ER LEVEL AREA: �4,041 Sq. k4 Max• . I � � _ ONE STORY, HGHT.: � Ft. ( ) . GYMNASIUM V F•F.=760.0 � AS i ROUND FLOOR Lt FEL F.F. 7 72 s .� s N" { 4- MEZZANIN�/UPPER LEVEL . -�- ;1_ _ , 58 f r — f - PR. P K{ G T ER ME ER 7•AS N U PP R LEVEL AREA _ • i ( rw ku vi {. Bt -� D ?� E, PRPARIEING AREA=I"948 9sf ' 479.76 PR. PARK IN�;--PERIMETE AS 11 R + - - 0 AST rAS AS • . � - T TER• B !bll`i-f ;t 3 CHES 6 _ PIKc `_ s �� CITY OF WIN -ram' ��� rw- - `"�� EX. SCHOOL J � � .—�,���t� FACILITY 6 - _ _- _r.4 1 —11 i'J pA �RE P!- z - ) EX. SCHOOL ) <j FACILITY 0 cy- r- uj ILI ,i •! s t1 S ; 1 i `; - ---- '`f'L f, j�lf�1 , �t 4 / _f % '. ._--'"-`. 111�#� - - ` /410 Sq- ' 24 i 0' WATER E 'Tf�� }` Q PROP. 2 EEDED TOT _--�� - � � � ',, : t '�,. - �-_`- -�,f r.....---```•,_, f0 gE 9 H F E 0 WINO ; _..--,; ��; - �.,� i � -+� } � 4 �� �--�'--� J��, � �� x N +. aA L�} { ('�--E--'""-j, ,/�"ry..-tir 0'�[''•'`-^--'e�'� f �"Y"'� f", ;,�'}` OT 1 I KEY QUAN. BOTANICAL NAME COMMON NAME SIZE SPACING AS 54 Acer socchorum 'Fairview' Fairview Sugar Maple 2-2 1/2" cal. 22' O.C. CO 30 Chamaecyporis obtuso 'Nana Gracilis' Slender Dwarf Hinoki Falsecypress 3 gallon cont. 4' O.C. TB j 65 j Taxus boccota 'Repondens' Spreading English Yew 3 gallon Cont. 4' O.C. 30 0 30 Scale 1" = 30 ft i, q ^� `�s C) s s i �' 0 *� d y 11. V =<= Z v •. W tJ- O. � V z z a H = O� V Is • v V La oc :cuj v C�aV>V'W � as La o� a d J O N N :3 rn rn V) N � Lf N I ( y N N v W (0 Y •rn 00 a � -- It 0 v �� 0 ° o 'C .0 Z U (1) X N - U- N a o a Ay'TH Op No. 18260 �. d-1/mjot,�{� 34 G �SJONAL SURVEY: C.I.: PL—PLC 2' DRAWN: JOB NO.: TGP 9907018 90 SCALE: DATE: 1"=30.0' 10/09/00 SHEET: 8A /21 -1 - I -11)" 7f ply, , 'PV, 560 Yo,NK gA 'OtYN V nqT141' w ON" v 98" G N po� oo� 00000 0, 740 PAL .0� k , a s ,.Poor ,i- OV* C; .......... Y� A A ..................... . 8t 71 PG, ?( piD 'er zoiNic V- �'JnE fq hxa !4115 CL OR 740 T-44jp V} ........... 70"It 3' CURB CUT � ( URE __SAN. SEW. f - , FORCE MAIN__ 9 _ I FUTUR i PU P ,tl I in in C(4- PIT y I Q; N K- 'PIT 59.4 9. 9.5 8 59. 58 PRO.59! A N K­ -60. 760 0\ INQER;,` 60.15 60.7 0. ui o.15 .0 6 c 0 0 Inv---�*i�4.00 W-7) .5 ti \ ICY 712 CONC.PROPOSED ATHLETIC CENTER 4 +� ` . f -0. \WALK with PARTIAL MEZZANINE LEVEL FOOTPRINT ARM- 22.260 Sq. Ftxti 680 -6.1 .3 'MAIN LEVEL AREM,, 22.260 Sq. UPPER LEVEL AREA:`.041 Sq. Ft. 68.5 ONE"STORY, HGHT.:5 Ft. (Max.) GYmNASIUMAROUND FLOOR LEVEL F.F.=760.20 f.` 5 MEZZANINE /UPPER LEVELf.F.=772.20 9.1 WA -77 40 0 40 Scale 1 " = 40 ft 120 ENDWALL: EW- 1 PROPOSED GRADE EXISTING GRADE TOP: T-DI-1 12'- 15"0 RCP vu 1 48"0 RISER i[INV=728.00 60"0 MONOLITHIC BASE 8' MIN. TOP OF BERM = 742.00 EMERGENCY SPILLWAY 7D, r ELEV. = 740.80 0 3 J PROPOSED BERM c, ROCK -LINED SPILLWAY 0 0 -CX 6 ES-1 END SECTION 56'- 24"0 RCP 0 1.0% INV. OUT = 727.40 DETENTION POND TYPICAL SECTION. N.T.S. v 100 YR. ELEV. = 741.29 v 25 YR. ELEV. = 740.52 4 10 YR, ELEV. = 738.98 v 2 YR. ELEV. = 734.18 INV. = 729.001 1 INV. = 728.5( TOP: T-DI-1; 4*-10'0 FRAME- 2"o BARS 0 5" CC+/ - TOP = 739.00 1-"PROPOSED BERM INV. = 728.00 OUTLET CONTROL STRUCTURE SECTION N.T.S. 2 3' 0 ID 0 LROCK -LINED OUTFALL � CL 01 Lo 0 E C'N 4d O Lai in 3C n 3 ?g C.) 0 CONSTRUCT CLAY CUT-OFF TRENCH w i CL IN PROPOSED BERM, CENTER ON CULVERT F-- DIMENSIONS: 3'W X 121 X HEIGHT OF BERM 0 KEY 2' INTO EXISTING GROUND. z aCr 0 cr c, o o c" o 0 0 0 0 0 0,0-0��O 0 (D,,O,, D 0 Q C, 0 'D �' c' O o o'-)CAPRON 0 W Ul,� 0 a ULVERT 0` o o J 0 C 'S o ""S - o C) 0 0 � 10 2, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 01 L MUM I FLOW -7j 7-- STONE 9 CULVERT ID - L W D d50(--MSQL 18KI "0 RCP & Onni ' Or, ' 1 90' 1 24"1 _STONE 0.8' CULVERT EROSION CONTROL DETAIL N.T.S. 0"po pwo N 260 SURVEY: C.I.: PL-PLC 20 DRAWN: TGP JOB NO.: 9907018 SCALE: DATE: 1 "= 40. 0' 10/09/00 SHEET: 9/21 11111111111111111110 I ST. 2ND. S 3RD. BASES FOUL LINE STANDS OR FENCE 250 MIN. FROM HOME PLATE ALONG FOUL LINES \ � HOME CATCHER'S BOX NEXT BATTER'S \ NEXT BATTER'S DIA. BOX 5'-0" DIA. \ O / \ / -'GRANDSTAND OR FENCE \\ / \;//60'-0" FROM FOUL LINE \ / BASEBALL DIAMOND LINE 6'- COACH' S LIME -- � FENCE OR STANDS -REQUIRED \ SOFTBALL DIAMOND STANDS OR FENCE 200' FROM HOME PLATE ALONG it / CATCHER'S BOX ' INFIELD MIX DESIGN THE INFIELD MIX DESIGN SHALL CONFORM TO THE FIELDER'S CHOICE BALL FIELD MIXES AS PROVIDED BY LUCK STONE IN RUCKERSVILLE, VIRGINIA. 13PECIFICAnONS Our ba t id mttaK vs bW4s of natural moteldsles, free at Mrs slaw, h6h, dsbrN, and other edow subsWaiIs. MW" ft product tIrl * s m*xlmum screen sins of IM' NAW ensure MW aaN *mwy & 9"Ity, Tyoezeillly, the rr►irtn W aamposAkm NO rlAft the W10YAMS W484': OmdOw - Sim AASb.h SNUBS lea N ' 90 -100 #1/ 70 - 90 ow 66.10 #w 410-a6 Poo 20.46 #200 7' � Fir+k Ir CWA* ftftrown Cw. 10-16'Ii, mWW WMi D 4U43. tl.. Pv*" ns WAM v Sk IS - 20% *N ww* M 0vmws0 w wy- 600.t WLUCK www kx*A ne.com Aw "m I THIS MATERIAL SHALL BE PROVIDED AND INSTALLED BY THE OWNER. CONTACT: MR. ROGER ROBERTSON OF LUCK'S STONE QUARRY AT (804) 295-9729. 0 O 2ND O ry 0 `BASE LINES 11 0 BATTER'S BOXES CATCHER'S BOX 2ND BASE HOME BASE 90, I pie BATTER'S BOX EACH CATCHER'S BOX BASEBALL DETAIL OF HOME BASE BATTER'S S CATCHER'S BOX HEIGHT OF PITCHER'S MOU�p I'- 3" ABOVE FIELC c L___ LEVEL PITCHER'S PLATE 2 4 X 6' 41 Q 1 n. w 2 r 0 DETAIL OF PITCHER'S MOUND MOUND MIX DESIGN THE PITCHER'S MOUND MIX DESIGN SHALL CONFORM TO THE MOUND CLAY AS PROVIDED BY LANDSCAPE SUPPLY IN ROANOKE, VIRGINIA. THIS MATERIAL SHALL BE PROVIDED AND INSTALLED BY THE OWNER. CONTACT: MR. STEVE KISSEL OF LANDSCAPE SUPPLY AT (540) 399-2699. 40 0 40 Scale 1 " = 40 ft 120 0 C. } w I®®® Id =j [� o N .3 0 N M �� O V) N ,..; N N N c0 c0 ,v c0 c0 C .�rn ,c 00 p ItIt m O .0 : U 0 X V F- 1° N Q O M jer �Ay'1N OF Y �4 ! ' RANrTER '' N . 18260 �`r'SrONA1 SURVEY: C.I.: PL-PLC 2' DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: 1"=40.0' 10/09/00 SHEET: 1o/z1 STORM SEWER PROFILE STORM SEWER PROFILE FOR STRUCTURES A G FOR STRUCTURES F F2 O SCALES: (H) 1" =50.0* SCALES: (H) 1" =50.0' 7 EXISTING GRADE /T\ J PROPOSED GRADE -7 W uj c� 775 - ----- ------- EX. WATER 775 U-) SE ICE (T.B.R.) EXISTING GRADE PROPOSED GRAD 770 EX. 2" 1 770 775— 775 FORCE MAIN EXISTING GRADE kVLKII-T LOOMM-AN! U mr-m-ra I ski II ULF I I 1 11,41 1 1 LD) VROP. 48.00'-12"0 RCP 765 CL 111 0 3.12% SLOPE __765 770- 770 ......... W/L 12.00'-15"0 RCP AIN. OP. 156.05'-15"0 RCP CL 111 0 0.50% SLOP E 4RO15. 2 CAS r zw 760F CL 111 0 D.58%.SLOPE PROP. 80.00'-15"0 RCP 1 760 765 8" __765 CL 111 0 1.00% SLOPE W/ dd Ac v) 00,04 PROP. 88.23'- 15"0 RC >- PROP. 177.77'-15"0 RCP I-PR6-p CL 111 0 0.96% SLOPE '�2.00'-12"f RCP- 0 CL 111 0 3.50% SLOPE CL 111 0 0.69% SLOPE 755 7551 7601- 760 of >. La 18" IN._8" V) (.F) 31: C3 %..o LAJ 17A W L cr. SERVI(Z VERIFY LOCATION ANC DEPTH 750 _f�_F FE-Eff 750 EX. W LIGE w u tH O cj PROP 144.00*-180 RCP z 745 CL 111 0 6.25% OPE (o 'o —745 -co 'co _j _j _j _j 0 0 0 0 0 0 0 Lo fn rn - m 0 rn 001- n ul) P; co CID co uJ F0 r- 00 V) ui &A 1^ 25 - In Is III-- n' In I# n to it a: n it 11 to �-­ .1 0 0 oi ooz 0 0 "i 0 0i �i o 0 Q::) 0,0 0 ry _Q X _Q Ax r 0 (L CL Q. CL > > 04 > > n>>> n>>> K)> > > IAJ K- N s s 0 rl� S s r' IQ —rz 11 0 00 0 IN a-) kv Vw (Lt 0 J + cz 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 10+00 11+00 12+00 V) CID La g STORM SEWER PROFILE STORM SEWER PROFILE STORMSEWERPROFILE Fo o Jd FOR STRUCTURES B B5 R STRUCTURES D Dl 4 Lai CL ME SCALES: (H) 1" -50.0' LI LiJ w Lai LAJ Q Lai uj 0 oil c=1 0 0 770 770 .50 0) PROPOSED GRADE-1 7 EXISTING GRADE Ln N Ul I I I PRO 0 0.- (o .0 ('o 765 765 0 U-) 0 > U') 760— 760 C 0 c o c um willown (n 3: U- Q � I -PROP. 160.67'-12"0 RCP 755 L 111 0 2.80% SLOPE 7.5401if rK of yr 119M PALTER 18260 o4m/m 0 6 0 0 in 0 OWN SURVEY: C.I.: o6 r,: o6 Lr) r" 0 1" — Still m PL- PLC N/A DRAWN: JOB N0. 0 z z 0 TGP 9907018 (o E u 7�s TP R PROP. 88, 0 s c; 9 CL SCALE: DATE: + + AS SHOWN 10/09/00 10+00 11+00 12+00 13+00 ___14+00 10+00 11+00 12+00 K SHEET: 11/21 II O III II Ili II ..j • 113 W3A .14 is 0' Ott AA 401 —'-1 in Y - x 3 LLJ O z W evo* 46 Ae 0 --- ;�� �D Is stv v 85-- 477,� -4 l< I I "63 ia 3 � O Z cz %j -IC dd Q OL 03 3 3601 ------ , a .4 y5lz W 0 50 LAJ eo ce- :3 o LLJ _f LLJ CZ a Z H 1, _ uj ate,. U 3 -ft 5G f, 2 ERLI�f + t N + 4 00 z < \b C$ dN3- cl, N LLS 7 — Cz ��v CC .43 k -?0000 0 g30803 kvia>- -A j- A J ov, Vt 0" ot 0 _W, -77- 14� :5 ui Q Lai kk�\ Jd 2E > 0 = CL US ti- VLA-j 8 WATERLINE PROFILE PHASE ll WATER MAIN "ay. 0 Ck: SCALES,(H) V =50.0'ce. x —J L&J La -4 p (V) V 5.01 > Lai cc LA_ Laj 00 EXISTING GRADE CL rx 9" Fn;?('F MAIN (LOWER A� NEEDED TO Its 775 PROVIDE A MINIMUM 775 cml N 18" CLEARANCE) 0 001- 0000— cq r) :3 0 0) 0) (n (0 r�_ r�l 7701 -770 LO LO I I 36 04 N (0 (0 0 (D (0 —PROPOSED GRADE V) _y cp 00 7651- 765 0 L_ It -t 0*5 to 118" MIN. PROP. 2, 508.30'-8"0 '0 . ui D C) CLEArl. D.I.P. CL. 52 IN -- a) EX. 2" C RCE MAIN ---WXTERt E_ c 00, ------ 000 RELOCATE �c Z u CL 0 x 0.- 0 Vn) U- N 0 t4) 755 755 TH Op ui 7501'__ Ix 750 U 0 p#w No. 260 0 89 cwr_ 1oc.le 2 ��w I AL cr_ 0-1 Jk$ *16 ui SURVEY: C. I.: ui w PL—PLC 21 DRAWN- JOB NO.: 0 0 TGP 9907018 Ad CL (L SCALE: DATE: 0 (D (L U) 00 0 AS SHOWN 11 /20/00 cs -00 00 0 NO 0 SHEET: 10+00 11+00 12+00 13+00 14+00 15+00 12/2 5 { A$SY' t�J ��� 2.5 8 7 - 4 74. 7f�� Pc r!'crx EX; 8" i e tt IyVC SCH• F 11 & t. es= _ 7 - . _g"e d` f r la x 5,`ti�°,� y�. SEW. SEti�ACE f i p Op« -Mt. B• 1 ;o ��n � 2se�t� tat -�`-,- Late+b:. 1 } �X X6 8pX gtrNO & t 8" l )4 SS$°'►'4x _ � -'��� ff - % '*�' '� ._._--• �"`'- ` "`.� .�, / ' �``- E _ ' C1. y2 PR? & I g.` '��� .�? rtf . f' =�- t �.0 � ° .:.: f f Z f 11. ' _ � �; ! ;� j j u f € � 1 ��`i� ��T 6E i _� f%/ 4.34 4.9 •e Woter _ - - -, _ J•�; ; I t+ 72• I �° ��y7 4 jOn. Lat• � ' " E � ''>, $fit 74. 7 - Sew• >�(a tat -` Zg+ I eu 7 0 L 7 _ 2 08x / f a �7 r T t . LL' l� , r�Ly� �,y,,. ` \ • t' e 74. _. , _ 1-ti,"' l4 t� a 0. 0• k w�- a son. � I j T � ! �{ T 13UI DING ^aq FIE! l $• ' A* 5� � •- :�� � ; f---- �,� t '� - 775.58; � 21,227 SQ• +-L_1-- 1 .T 7 A t8�ld STOP` C�\Irrv..772. ,r i�v,*783 2.5 J - i�i tz7. 7 CL. 52 L pRpF,. C• (�: / pt� JAI 7.79 -- �c ert rt' . r • :..' Ex. Inv, _ a PROP f t i{ fr'�r,__ \� i �r _ .. C.0 1 t 8"X8 'Yr % Ot-- 8 ? _ - '.� _ _. - -- E E FACILITY a r , f s r _ _ -1 75. '1 _ - ONtiEC'n!!G L Ft. 1 ® 7 Y r-�'�Q" .rr' - _ F.f .780 83 p 40&0 f I! NOt f �1., t y k r g C. 17,110 54 1AOY} "i 2 7a. �,, CONi-" _ �" 1 " �p j t=s; l '` f 16+ o W ?� o - _ roc 5 2 �'g _ - i` Ia,.=7r0.�� � � A 771. 4•2--,� 1----'� - - -- �r r i ►AEANWFF F f578. 3rp i ! E 0' W R HE' 3 ; L _ �. 7 P�'f{' / 1 / t� tl. s17E r` 2 TO �. 4-" } L- - i� !E'fi :' / % ( X.: cr�i c� PROP PEED 5 N -- I 6 8X.A ! / Y j 1 ` q6E pgiE \ �_ _ U.a_ 7 r' 4� I flv TY " �`�g�p � � _ #'6_ -. - -� �._ $ /j / r / g / ' �'- - tom? Qx. SCOWL w� �sj71 / 8 3 a l - _ ...- --�_ _ /' E t 1 FACILITY �q -_ - - , 4• Son �g5 - r F.F-780.83 78.P. j `�� 0►SCON R _ _ - - _ o s ( J= C ~-} ;� 86 87' x ,O pp t } iF"-Ivnr- ANi � 1 _ i y7,3� - _� 'f 82g a.9 ff� gp"`°�3 k;, 1 \ PitOP, 4"b Cl-- - _ CON Q- - r~ f 0 r WATERCj ;�' it --_ Y°i s_. 7; _7_'�2.1 5.r F 5 • :772� f 75. 4 a-i3'Y'• k }- } t t i - _ ' - r`� �j% .S�Ij�N.o �74 _- �� __. 0 - �.o ASS` T 75. - i_ 7 k kj 7Q 71.t 71, 747 _Pj� BP,g YCE ._ ._ ki �-1 , f '709..- =_•2 3.8 g" gpx 7 7 _ \� } 3� E«0 +uku7 _� "3.3 _-- `-'` 6. ��y pip CI PRQpER SER'NC p 7 _ - }-�� 74 8( PAVEW�T PpgtXir�c: 1 i ! 4 1 q 7�' C S"� 45 7 , yis �wJ� AS NEEDED• �� pAv�Ga k ; k 1 i ; !fir 72.6 8E0' & T.8• 7 .�� A A 73.1. 73.3 74. .6 v6 _ PVAIL 6jDErj i " ION t i .1 +{ S 89> . 69.9 _! q l C.O. NDEP ,n� _ '/ -0 ,, `r " 7 73.7 P- - '�� 00 k } i -�1?�= - 696 2r,Pa jj: Ft.PROP. `� rs AMA �__,�'� -dC'"gyp -- �., a 2.8 pRpP 8 Rll _ _ i . 8 g e t 1 '} � 1 t3 ' F N.. ASS '! -crb A5 ��, t,410 2q op.77t.00 U EI ` - / a rF: 52g9�f _ PyoOp» 6"" E 4 _P g t.6• yKOFr(, H +/- Inv, In•754.50 .?--'r 8 X & x. t. tpZ _ _ EL E F y74.5o Inv. In.7 5C O « g �4 x3• P� 0 45 O y �� _ ` pV 1p. C 6 6x F. I►w. ovt+4765•, 8 t g 7 ay "T.6- 7 1 - ter' A ulr EgpT. 6 .6 77 ATE fNE .. _ -14• s J t` CA ' { - •" PR C` �, 'Q �" 68•g4 {`� ' ✓' t0 � ESTER 770 7 BEN - A 68, 7 h€ ' ff ('• 01F, Y N :l j F.E7i O lj { a 1 IN 1 } x '.F, BG s k} S k 1. Q�. C 3f 0'46 p P ,PROOF 7 k k S s : LOT 0 PROPER 5 E 1�E t ;;.k a 1 i -- J_ s .: " cr / W is P AN- >`> � R 73 �< tER E r. �-r- ` � � 6 •�., \''" r � r �'1 `�' so 2 A LOWS N .. � �`'�, / CL _ - - PROP-. DEE E C1-• � p 2"m �23 t0 � w►c1, 8 e 45 S 1pi 41 PROP woo _ nti 1 f [�� 01 SOX r J - ,�` ? •� , � r q _ Y �r" V � � i 4 7 .,- :•' f` _ 1.^--L �� f - � j f-...- ,r•- ,--/'..,.,.-"' 50 0 50 150 10 Scale 1" = 50 ft 8 WATERLINE PROFILE - PHASE II WATER MAIN _ SCALES, (H) V =50.0' (V) V 5.0' EXISTING GRADE 775 PROPOSED GRADE 775 EXISTING GRADE rEX. STM LOCATION DRN. VERI IN FIELD Y _ 770 18" MIN. 770 TM. 18" MIN. CL AR S-�, APPROX. LOCATION V R SEW.() CLEAR,,- SEW, OF EX UGE 36" MIN VERIFY i FIELD SAN. COVER W. LAT. a FORCE MAIN 76S 765 PHASE I VVATER MAIN PR P. 2 508.30' 8" PROP. 2 50 .30'-8"� D.I. CL. 52 WATERLINE D.I.P. CL. 52 WATERLINE 760 760 z �Z 755 3 ui 755 = 3 a W - T J r V) a 750 _ ~ C- 750 x x x m m 0 W [n W W J V)W Z V)(n F- W 00 st 00 N W U) m N w _ o 0 0 0 0 0 0 0 © 0 0 o W 73 a a a a_ aty o_ n. a 0- a a Q. 0- 2 O O r- O O o O 00 .- o O O O = I' O pI In O O !n 00 O Cs6: + �- + + + + -F + + + 'Co + ;I I 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 Vj Q. r Lu Q �.i < t,? Lu C r C Li v :N LLI O it `c C& o z a. + a ,a ;-.p Ad N Vi Lai oa • H W LO Q 0 W CL Q _ 03CL a O 00 Z Q � Z cz M OOy► cz Q Hy� w N maS�NZ V'f U Lai oadY5 'y �N Y w aoLL1 LAJ W� 0>LLA W.40C C3 ULai I- Z U OQ W v W tD m O = a 4 o O N .50 r N M (n -N � I I N N 4-1 0 (o (0 pU "0 �� v ai m N O t r -C 44 :3 V 76 a .. V) Li N Q O M 0'LTS 0p• o � No. 18260 0 081a.)0Z �w IONAL SURVEY: C.I.: PL- PLC 2' DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: AS SHOWN 11 /20/00 13HEET:13 21 56V G f� ca r �12rff ?3A ��J 'N _,,,,,mil.- d3.0'#3 X3 L � ,,....,, ,_,z.., of �.• i • r 1 � f 7; i oZ-u/_-'3•.4 13A31 ?13d, n/ NVVZZ3Mt •!'! 1 tl00Ld dpp�tyfll$VNYI,W 6f 3 .., :' f }t :1N11N 'at10 } € \`S s ? NQf1VL5�611 d g Cr1 - fci Nj \ •tj tM` vats/ t3�3� 9 8,35 rrd 45 p OP. E - fAE tf 'bs otiL'EZ` 13N3 tt !yq`ti �' c pp g w 4 — SSY • 35 ' `U •bs oot'Lt & n3 �rFP� �q ~p -t �3NNOa x03 F.N. E & g , / d 4� 1a �oad �- , _ + 'X333 ly-Hv3d�d 1�3133a 11i� Q XREOUC p t 1 d3a g 16 x •-,4 E '�13LS3H�433 � 9�d _ - •-$~ & fox— vh 10 40 43 F-M Es'at -f'TZ W Z d0ad so 14 �1 rt- '' `..... ` - -�.,... .._—....._ .-.-• �..e^' .rr'y -._ +-ate^ "•...-+.._....._ ,, L•ti_„ --"` Y. s� l 150 m m Scale 1 " = 50 ft • j•3 ate• 4 L'.•3.��g NV3►'� "1HJH iS � w5: " i� S 1� — v Z dOa x ti bs? s +{ ,`s i �'�` Ogg �x .t. 8 WATERLINE PR ON D. PHASE I WATER MAIN SCALES, (H) V =50.0' (V)V=5.0' EXISTING GRADE�� 775 775 770 18" MIN. _ 6" MIN. ____770 EX. 2 CLEAR COVER FORCE MAIN 1 �"� MIN. _____..__._. ._._..___...._ .______.__ FUTURE PROP. 2,508.30'-8 .�..__._ FORCE MAIN D.I.P. L. 52 WATERLINE 755 Oo 0 � M Z M Lil V) st _ w to r ?- x cn W O O O Q 00 D = a 00 0- 0 0 0 f- + N + O + 00 +Q.a O O 30+00 31+00 32+00 33+00 34+00 35+00 FIRE LINE 6 WATERLINE PROFILE CALESt (H) V =50.0' (V)V=5.0' 785 785 780 EXISTING GRADE 780 775 775 36" MIN. 18" MIN. 770 CLEAR 770 PRO . 184,32'-6 0 D.I.P. CL. 52 WA RLNNE 1.5" SAN. 765 > FORCE MAIN 765 uu 41co Q 2 N Q� O �x00 a O N 0 d 10+00 11+00 12+00 sir �s to QQ z r Ts ca is" ii3 Q L z < < Q Z Z 0 0 �M •� a 00 � z C> Q ad .4 o � V Z Z I Z ckz 11AJ , a ��,. a o a NO 0W 3 �..•WCD- _ LaiW +W Lij Cng N CL Z I.- C Z O W Q . �p CL F'WQ3t�-v F- O 00 z a V �^ U 4LAJ~2 V • � O O A � > i L V • �% mZH,=EL NQ N= Lai �WadQ-�C.� >LaiO� Y� O�Z LaW Za'V>ULa be 0_0 �WCm UMQW d � d ci O �1 O (nN U')L0 N N �. c0 c0 N 0 (0(0 vD OO 0 v° Lr) u L m01 o �s t _N x t0 U_ N 'Q O K) a 4�pS,TH OF 74 TIMaTHY P14ty u s No. 18260 ) m,16 ?, rONAL SURVEY: C.I.: PL—PLC 2' DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: AS SHOWN 11 /20/00 SHEET: 14 /21 Efr, -01 Ay,., i Ob, �� ct� "•-� 4t't 'POLE, •. 1, r ALI --_ d 10*00 EE bC 7 2 -a• -- 63. Sw 63. s t — `_ _- ---,,-rp�20P• F«• YEA S' �T 84. � Ei3 E _ 8 Xg„X6 gpX e� ' S _� . - 't TO � �K�y{EStER• , o-� '_ _ _.-5r�'-�A$ 84. �-�^,_--,.jf�j7 E , ...�_..3___� ; .._A.-�.__� 1.0 '6 62 t, 7.5 1 04 �3> S� J — - _ �-- _. t � E 5. a.� � 5 ��ifi --` _.W.--.- --•. _._.._,_ - TO'�'� MOM E�ER. 67.6 i b8.2 0• f f �� s a ' r of F #35 0� Eon pE AS N„ PROP"ycBM FEE S& tg €iR E610, ��- -�`7 � P• RQXg REOnCE s 1 _-:..r_Otl M 1 T.B• w.`MIJ %. 2«I ,' y 11 5 ik Iq£ �.-- _. Scale 1" x WATER £SM r _fix. ``:�-_.�.`_ `•- —"" � � •,r` `;>�,r' e` 50 ft fl �J c Ex. 6" PVC SCH 4 Sato• SEW. SERVICE T 10" WATERLINE PROFILE PHASE I WATER MAIN 1 ■�■ II.' 1 ■�_■ ..ilINE 1 1 i■�■ ......`� IN IN ME 10= ME 1 ■■■■■1■►�%i■�i■ INE ■ ■MEIN ■■■ ��■■■■ m ONE ■��_ ■■1 IIIIIIIIII�■�/ ��� �■ INE101 NEENININNIN Boom 1■■■■■■■■■■■■ ■ imm 1 ■■���II■II■���■�■�■1 ■ ' ■ _■■_IN ■■�_■ 1 i ■�r!r� /■�ULIM �� • ■�1 NEE■ ■ii■��■����IN NEWIN IN • 1. NEW • �lll�r■1 1�■■! • �����■NENM�w � OWEN ANNE! ' • 1' LIEN i !1 11 11 11 11 ii 0 1q �z ZDa� Gk C`,S C-s --N . L ii? Fa y Q ®■■■E Z dw � r Z aME Ad X N .a >- N0 WO 0 **.✓ Z C> . WCCJ+W v !�. Z a S � QGl (n V a 1W Z N CC Ci..Htofl�Q> ew w CDZN=�� HC.) W t9 0 Q Lai CL X } 04 Cr �= be Lai 0� Z CC W ZC'V>ULAJ ►_Z y�Q4. V W t0 CD w = 0 N N CL a O O N r- t- N LO tc) 0 { { N N (00 (00 �a m x 00 o s C t U CL _0 X to 0 Li N Q O M a TH 01r -N f' GINM No"12 60 ,o oe�oc./10z L Gti SSIONA1v SURVEY: C.I.: PL- PLC 2' DRAWN: JOB NO. TGP 9907018 SCALE: DATE: AS SHOWN 11/20/00 SHEET: 1 21 INSTALL WYE IN EX. 6" 0 PVC SEWER AT EX. LIFT STATION TO ACCEPT 1 1 /2" FORCE MAIN (SEE DETAIL THIS SHEET) PROP. 1 1 /2"0 SCH 40 PVC FORCE MAIN APPROX. LOCATION OF EXISTING 3" WATERLINE FIELD LOCATE FORCE MAIN TO AVOID EXISTING TREES & EX. UTILITIES RESTORE ALL EXISTING FACILITIES DISTURBED BY CONSTRUCTION TO PRECONSTRUCTION CONDITION (TYP) PROP. LIFT STATION (SEE DETAIL THIS SHEET) OPEN CUT ASPHALT ROAD MAINTAIN ACCESS AS REQUIRED THROUGHOUT CONSTRUCTION PROP. 22.5' BEND PROP. 6" 0 SAN. SEW. (2) 45' BEND 50 0 50 Scale 1 " = 50 ft 150 FORCE MAIN ROUTING PLAN SCALE: 1 " = 50' EX. LINES TO SEW. PROPOSED 1 1 /2" FORCE MAIN CONNECTION DETAIL N.T.S. 10" 24" 30' X 30' ALUMINUM HATCH WITH HINGED ACCESS DOOR RAIL MOUNTING PLATE - MOUNTS TO HATCH FRAME BACKFILL TO 4" BELOW TOP OF STRUCTURE(TYP) T P=77 60' DIA. CONCRETE WELL �i FLEXIBLE BOOT 6" CONNECTION INV. ELEV. - 767.00 FROM BUILDING WATER ALARM +46' LIFT -OUT CHAIN 24' X 24' ALUMINUM HATCH WITH HINGED ACCESS DOOR DUPLEX CONTROL PANEL PROVIDE VISUAL AND AUDIBLE ALARMS ALUMINIM SEAL PLATE �—�--yyyyWWyyyy/CORD GRIPS -f-- 4" PANEL MOUNTING PEDESTAL 48' DIA. CONCRETE VALVE PIT } M C 00 GENERAL - Furnish and install o complete non -clog sewage pumping system consisting of : 2 Myers WGL20-21 submersible grinder sewage pumps and SRA-125 lift -out roil systems, OR EQUAL, valves, controls, access covers and all other appurtenances to make a complete system. The grinder unit shall be capable of macerating all material in normal domestic and commercial sewerage including reasonable amounts of foreign objects sych as small wood, sticks, plastic, thin rubber. sanitary napkins, disposable diapers and the like to a fine slurry that will pass freely through the pump and 1 1/4' discharge pipe. The discharge shall be 1 1/4" NPT. ELBOW - The discharge elbow shall be 1 1 /4" x 2" and shall be integral to the base assembly. LIFTING CHAIN - An adequate length of stainless steel lifting chain shall be supplied for removing the pump. The chain shall be of sufficient length and shall include on adequate number of lifting rings for easy removal. OPERATING CONDITIONS - Pumps shall hove a capacity of 15.0 GPM at a total head of 13 feet and shall use a 2.0 HP motor operating of 3450 RPM. MOTOR - Pump motor shall be of the submersible type rated 2 HP at 3450 RPM. Motor shall be for single phase 230 volts. Single phase motors shall be of capacitor start, capacitor run, NEMA type. Stator winding shall be of the open type with Class B insulation good for 130o C (266o F) maximum operating temperature. Winding housing shall be filled with a clean high dielectric oil that lubricates bearing and seals and transfers heat from windings and rotor to outer shell. Air -filled motors which do not have the superior heat dissipating capabilities of oil -filled motors shall not be considered equal. Motor shall hove two heavy duty ball bearings to support pump shaft and take radial and thrust loads. Bail bearing shall be designed for 50,000 hours B-10 life. Stator shall be heat shrunk into motor housing. Single phase motors shall have a heat sensor thermostat and overload attached to the top end of the motor windings coil to stop motor if temperature of winding is more than 200oF). SEALS - Motor shall be protected by two mechanical seals mounted in tondem with a seal chamber between the seals. Seal chamber shall be oil filled to lubricate seal face and to transmit heat from shaft to outer shell. Seal face shall be carbon and ceramic and lopped to a flatness of one light bond. IMPELLER - The impeller shall be of the recessed Myers type. Impeller shall be cost iron and shall be threaded onto stainless steel shaft. The impeller diameter is 3.750 inches. BEARING END CAP - Upper motor bearing cop shall be a separate costing for easy mounting and replacement. DUPLEX CONTROL PANEL A Nemo 4X fiberglass control pone[ shall be furnished with the pumping unit to be installed, as shown on the plans. The panel enclosure shall be molded of gloss reinforced polyester resins which are chemicol[y resistant ro corrosive atmospheres. The resin shall be pigmented to import a gray color to the enclosure and be resistant to ultraviolet light. The enclosure shall have a hasp for padlocking (padlock not included). The panel shall include a pump circuit breakers, alarm circuit fuse, control circuit fuse, I.E.C. rated motor contoctors, Klixon overloads, pump hand -off -auto switches (momentary in the hand position), alarm test switch, pump run lights, seal leak lights, start and run capacitors, start relays, alternator relay (solid state), override relay, terminal blocks, ground lugs, and all necessary wiring and brackets. The control panel shall be fitted with a red lexan (po[ycorbonoted) olarm light. The light shall be approximately 3" high by 3 1 /2" diameter. The globe shall be mounted on top of the enclosure with a neoprene gasket. The lens cannot be removed form the exterior of the enclosure. The [ens may be removed by entering the interior of the enclosure and removing four (4) # 8 screws. The bulb shall be 40 watt minimum high intensity -medium base type. The bulb shall be easily replaced by removing a thumb screw from the support bracket on the interior of the panel. The alarm shall have a bright glow and flash during high water conditions. The a[orm light will go out when the water level drops. All internal wiring shall be neat and color coded. Each wire shall be a different color or stripe (except for grounds), and all incoming wires shall terminate into a box clap type terminal block. All control wires shall be 14 Go. Type TEW rated for 105oC. A schematic diagram (showing wire color) shall be permanently fastened to the inside of the enclosure. An Installation and Service Manual shall also be included with each control panel. The control panel shall be U.L. listed as an assembly. U! W W a CMUi. ,•: I SUPPORTS 2' X 1 1/2' REDUCER ;. 'ON' LEVEL +40' p t FLAP GATE 5" MIN. 2' DRAIN 2' GATE VALVE `I' 2' DISCHARGE PIPE 2' CHECK VALVE a.� 0 LEVEL+ 4' f, r E3 �; p• A. s,! . f '.n . 2''' . ' F` ,'4 .. :.1«ii ,u,•i v, - :K + Fa; i�, 1 ...,: ........................ ..-.......{;, ;......... i= ' ��' ISM i 1` 1 `_#Ilf t r -`€RT 1 SECTION - i✓ -�; �'llmJ --;; IS ON —SITE SEWAGE LIFT STATION N.T.S. 0" 24" PLAN SECTION THRUST BLOCK DETAIL PRESSURE PIPE N.T.S. FORM THRUST BLOCKS WITH MIN. 3000 PSI CONCRETE. DIMENSIONS SHOW ARE MINIMUMS. FORM THRUST BLOCKS AGAINST UNDISTURBED EARTH IN TRENCH FOR HORIZONTAL SUPPORT. 3/4' PIPE GUIDE RAILS --MODEL (2)WGL20-21 SUBMERSIBLE GRINDER PUMPS -SRA--125 LIFT -OUT ASS'Y. -8' x 8' FILLET(TYP) 6' CRUSHED STONE(TYP) LIFTING COMPACTED SUBGRADE(TYP) HANDLE I .. HALLIDAY PRODUCTS SERIES F1 R ACCESS DOOR (FLOODTIGHT REGULAR) STANDARD FEATURES: • STAINLESS STEEL HOLD OPEN ARM WITH POSITIVE LOCKING • STAINLESS STEEL HINGES AND ATTACHING HARDWARE • STAINLESS STEEL PRESSURE LOCKS • 1 /4" NEOPRENE COMPRESSION GASKET • SINGLE LEAF CONSTRUCTION • 625 LB.. PER SO. FT. LOAD RATING • 10 YEAR GUARANTEE MODEL NO. DIMENSIONS UNIT WT. A B C D F1 R2424 24" 30" 24 30" 66 LB.. F1 R3030 1 30" 36" 30" 36" 1 86 LB.. HATCH DETAILS N.T.S. PROVIDE PAD LOCKS AND KEYS FOR EACH HATCH. PAD LOCK LUG MOUNTING HOLES FIELD LOCATE & DRILL 7C ------------------------- Ii 11 IIII itt i i III ir---___-----_ =-�il i Ili ill i Ili I 1 ii i 11i li-�.�•--I 11 I l!! tl it A 11' IIII i 11 lt' II L B B lII I _ it IIII I-------------------4 1 it i11 i II STAINLESS STEEL Il I Ill t tl Ill t li PRESSURE LOCKS I l ! {II ! II (3) !I ! 31t I) I!t d' I ll I h iI I'4 q� iii t lilt xil 1 /4" THICK DIAMOND ii I ill 111 ti PAT. ALUM. COVER ii i Il xi1 PLATE li lit in r: X x x i ui Ill t it h._-----------call A OPENING 3" I B OVERALL PLAN 4 SEAL N 1 7;; i up A OPENINGS SECTION A -A Pump Performance OIA ""d in M r . SUBMERSIBLE GRINDER PUMPS MODEL: W'GL20 SPEED: 3450 RPM SS5 UiA. Imp. 32 28 100 1 T 24- 4 S4 20 60 16 3" 12 T4 8' 20 4 U.S. Gal 10 20 30 40 50 Liters 1838 76 114 9 ) FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL OR CRUSHED AGGREGATE UNDISTURBED SOIL OR CRUSHED AGGREGATE OVER ROCK I LIm Ste) iJ C� W 0 o O p� O N 30 0) 0 "N to to � I I � N N 0 CAI S /\/\ Y - �+ 00 O L m N 0 -C r 3 C 0 X N Q O a �y'TN Op" "y�il r WW�PAINTER N . 8260 O.D. r°,ji ZSZ/2Z�IVL >' O��SsIOVAL ib�G,} WED Ir AI PnRr P' KAAIKI [DIpr' Rrnnimr- nPTAii N.T.S. MINIMUM BURY DEPTH = 36" SURVEY: C. I.: PL—PLC 2' DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: AS SHOWN 10/09/00 SHEET: 1 7a/21 50 0 50 Scale 1 " = 50 ft 150 PROP. GRINDER PUMP STATION TOP=771.00 INV. IN=764.50 INV. IN=764.50 INV. OUT=764.88 PROP. 1 1 /2"0 SCH 40 PVC FORCE MAIN PROP. 4" 0 PVC SCH-40 SAN. SEW. LAT. ® 2.08% LIFT STATION DATA DESIGN CRITERIA temporary classroom modules: (2) 0 1300 sf each design students per module: 30 design flow per student: 10 gallons total design flow: 600 gpd SYSTEM COMPONENT DESCRIPTION A. Piping Gravity sewer pipe and pressure pipe and fittings called for on the plans shall be SCH 40 ASTM D 1784 with solvent cement joints assembled in accordance with ASTM D 2855. No bends greater than 45 degrees shall be used in the gravity sewer line. The pipe trench bottom should be constructed to provide a firm, stable and uniform support for the full length of the pipe. Any part of the trench bottom excavated below embedment grode should be backfilled and compacted. Concrete thrust blocking should be provided at each change of direction of the force main. All pipe shall be installed with proper bedding providing uniform longitudinal support under the pipe. All pipe should be installed by placing the initial bockfill material to a minimum depth of six inches over the top of the pipe and compacted. All pipe embedment material should be selected and placed carefully, avoiding stones over 1-1/2 inches in size, frozen lumps and debris. Sharp stones should be excluded from the embedment material. FORCE MAIN ROUTING PLAN SCALE: 1 " = 50' B. Pump Chamber The pump chamber should be a 1000 gallon precast concrete unit from Winchester Building Supply or equivalent. The tank should be water tight. All pipes entering or leaving the tank should be sealed by grout or rubber boot. Pump Chamber Data interior chamber dimensions: 63"h x 51 "w x 97"I liquid volume per inch: 21.4 gallons drawdown: 10" pump head: 22 ft. +/— pump spec.: Meyers Model RG-10-1.0 HP(or equal) reserve volume: (48 1 /2" — 25" =) 23 1 /2" (503 gallons) Item Distance From Chamber Bottom pump intake: 5"+— pump on float position: 18" pump off float position: 8" high water alarm: 25" pump discharge line invert: 54" invert from modules: 48 1 /2" C. PRESSURE CALCULATIONS The pump will be sized in accordance with the head loss calculations shown on the table shown below. D. PUMP AND CONTROLS The final design pump head is shown on the table below. The head includes minor losses produced by system fittings. The design head for the proposed pump is 22 feet. The proposed pump will be a 230 volt, single phase, 1.0 horse power grinder with a 1" NPT discharge. A master disconnect switch and manual over —ride switch is required on the pump control box. The olarm is to be wired on a separate circuit than the pump. PUMP ID PUMP ISCHARGE HEAD LINE FLOW LINE LINE I . MINOR SYSTEM PUMP ELEV. ELEV. ELEV. DIA. VEL. LENGTH LOSS LOS5 HEAD HEAD ft. in. (pm. (fps.) (ft.) ft. ft. MODULES 759.0 772,0 7 1.38 15.0 3.22 155 4.78 10.15 0 27.93 NOMINAL FORCE MAIN DIAMETER IS 1 1 /4". ACTUAL DIAMETER OF SCH 40 PVC IS 1.38f INCHES. FINAL BACKFILL SELECT BACKFILL VDOT #57 STONE DETECTABLE TAPE— '" ALUMINUM FOIL_ CORE NESS; GREEN FORCE MAIN BEDDING DETAIL N.T.S. MAINTAIN A MINIMUM DEPTH OF BURY OF 36". VISUAL ALAPJI-1 H 0- A UG CONDUIT TO MODULE FROM MODULES WATERTIGHT NEOPRENE BOOT (OR EQUAL) (TYP) IN FROM MODULES INV. ELEV. = 764.50 2 LATERALS CHAMBER BOTTOM - ELEV = 760.38+/- 3000 PSI CONC. PLAN 0.1 v N SECTION FORCE MAIN THRUST BLOCK DETAIL N.T.S. REQUIRED AT ALL BENDS IN FORCE MAIN _....— ._._..._..._..,— — _..._... -- E 4 E PLAN TOP= 771.00-------- PROP, GRADE 2' MIN . COVER-li PVC FLOAT SUPPORT i P ...... — _..r — — NEMA 4 ELEC. CONN. BOX � Li__. L _ } LL L i_. L MANHOLE 3"(TYP) TO EXISTING GRAVITY SEWER GRINDER PUMP PRECAST 24" DIA. CONC. RISER & TOP STEPS ® 12" c.c. CAMLOCK COUPLING 1" GATE VALVE HOOK CHECK VALVE INVERT -*—EXPANDER TO 1 1/4"o FORCE MAIN +54" (764.8� 3/16" WEEP HOLE CORROSION -PROOF LIFT CHAIN A 6' CRUSHED STONE _ COMPACTED SUBGRADE t_ 1��I SECTION + +1 + ARM i )I E®ig PLAN TOP= 771.00-------- PROP, GRADE 2' MIN . COVER-li PVC FLOAT SUPPORT i P ...... — _..r — — NEMA 4 ELEC. CONN. BOX � Li__. L _ } LL L i_. L MANHOLE 3"(TYP) TO EXISTING GRAVITY SEWER GRINDER PUMP PRECAST 24" DIA. CONC. RISER & TOP STEPS ® 12" c.c. CAMLOCK COUPLING 1" GATE VALVE HOOK CHECK VALVE INVERT -*—EXPANDER TO 1 1/4"o FORCE MAIN +54" (764.8� 3/16" WEEP HOLE CORROSION -PROOF LIFT CHAIN A 6' CRUSHED STONE _ COMPACTED SUBGRADE t_ 1��I SECTION + +1 + ARM i )I E®ig Z O OC D o � Z 0 V Z 4 Lai cc _J RW V U �C � O N t/� Q V o < N Z U W W CL. V > 0C W �rG W cc Sa-V>V W Ld a C� 4 o d 0 'J O 0) 0 � (0 t\ � -N 00 v 1 1 N N (D (0 o (0 (0 4 V) t:ZQ— -Y 0) c r•, 0 h R o m N C 0 rC -C CL 3 U 4) X c LL Q O M a 1160THW PAM a No. 18260 451 jztloz w . `�..sIONAL SURVEY: C. I.: PL-PLC 2' DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: AS SHOWN 10/09/00 SHEET: 17A/21 ROCK CHECK DAM (SODDING TOE REQUIREMENTS FOR STONE CONSTRUCTION ENTRANCE r 2 ACRES OR LESS OF DRAINAGE AREA: BANK STABILIZATION JO' MIN. EXISTINGtAY "µ PAVEMENT nµ*' PATTERN. IN THE �ERED FILTER CLOTH UNDERLINER (PREFERRED) '' ..5:1 STRAITS TIGHTLY AGAINST g! EACH OVERLAP. ARSI4AR ENED 00 NOT wwrm LEAVE SPACES AND 00 NOT FILTER CLOTH MOUNTABLE DER H MASON'S TROWEL IS A _ 6" MIN. q HANDY TOOL. FOR TUCKING f- <OPTIONAL) {--- ,kn . "•'' GOWN THE ENDS AND -� y FILTER CLOTH 3 w r wwvm. TRIMMING PIECES, t,,_, H DIRECTION OF FLOW SIDE ELEVATION �' {.'s (OPTIONAL) KEY IN T EXISTING GROUND x _� a (DOWNSTREAM VIEW) FILTER CLOTH CAUSED BY THE AUTO- (� - ANGLED ENDS L G._9. 70' MIN. INCORRECT t? _" MATIC S00 Ct1TTER MUST BE MATCHED CORRECTLY. V VDOT #1 D WASHRACK l0' MIN, W IM ,"T� .;• �� L{.I (OPTIONAL) CURRF.Ci Q t0 I COARSE AGGREGATE 7 -� L,i ' ^. •' I I MIN. Y N FLOW ?.7 3• Iµ 1� aiH,N. ,'�i!�: /'' i%'? f2' MIN.* EXISTING I PAVEMENT FILTER CLOTH VDOT 01 1 POSITIVE DRAINAGE to, COURSE AGGREGATE TO SEDIMENT 2-10 ACRES OF DRAINAGE AREA: D i TRAPPING DEVICE GRANULAR FILTER • MUST EXTEND FULL WIDTH jj}' f }}, )� t, TtJ)tt})',t I I 1y OF INGRESS PAID EGRESS ((H 1 1)R ,•,Yfj`��1/�� 1 t �t Ill�,tljll,l� ` ( ^S �� `� OPERATION PLAN VIEW ;flh.'h. r f rrt•(rr � �-' '-'� 1�" ,. st.4.((4({( rJj,t tSf�(�i(1'fj( ,I1, itR IHNN Nt L(unn, f Q 61 12, MIN. ROLL SOD IMMEDIATELY WATER TO A DEPTH NOW WHEN THE SOD IS TO ACHIEVE FIRM OF 4' AS NEEDED. ESTABLISHED - IN ({• 3' MIN. CONTACT WITH THE SOIL. WATER WELL AS SOON 2-3 WEEKS. SET THE AS THE SOD IS LAN). MOWER HIGH (f -Y). O FILTER CLOTH I 3- MIN. r! n� Z FILTER CLOTH ORIGINAL GROUND (OPTIONAL) T `- ELEVATION COARSE AGGREGATE ** (DOWNSTREAM VIEW) FILTER CLOTH APPEARANCE OF GOOD SOD SECTION A -A CLASS I RIP -RAP VDOT #1 T G' N COARSE AGGREGATE MIN. S� OR GRASS BLADES. GRASS SHOULD BE GREEN ANO O FLOW 2 I HEALING, MOWED AT A 7'-3' --' Cunwc HElcrtr. .,h Q * * COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 DAD A CRASS To I/ CLIPPINGS AND DEAD LEAVES, VP TO 1/7' THICK. COARSE AGGREGATE REINFORCED CONCRETE DRAIN SPACE ROOT 70HE - SOIL AND ROOTS, CLASS I RIPRAP MIN. THICKNESS = 6" SHIOULD BE DENSE ROOT tMAT FOR STRENGTH.4r THICK. r� SECTION B-8 TEMPORARY ROCK DAM TEMPORARY SEDIMENT TRAP CONSTRUCTION OF A SILT FENCE N.T.S. SILT FENCE DROP INLET (WITH WIRE SUPPORT) �"� Z L. PROTECTION = � SPACING BETWEEN CHECK DAMS �-'�� t. SET POSTS AND EXCAVATE A 4LINE 2. STAPLE WIRE FENCING TO THE POSTS. � � Q 'J � -`I 2 X 4' VOOD FRAME TRENCH UPSLOPE ALONG THE LINE GRAND 1 DRIP INLET OF POSTS. I e GROUND I - - ' I VITH GRATE y �e ELEV. 1.0• T L = THE DISTANCE SUCK THAT POINTS 1.5' MAX.FRAME I N A AND I) ARE OF EQUAL ELEVATION s7 CU. YD./ACRE l �'^�� -� /' l dd l .,.. �-^`� I I t �•- �f- - i I ' DRIP LINE 67 CV. YD./ACRE �� 3' MIN. - I /� Q -` �--� -''-�' (ill -•% (III rRorEcrrvE oencE I � A (3 //''�. L --- Fa:fER CLOTH ORIGINAL CELEVD I I I I GATHER i / { _ `�.�- / '-lL MAXIMUM UAWTS OF EXCESS (.-c✓ - -�.-i // _ CLEARING AND GRADING AT CORNERS / �- � �� -SEE PLATE J.t3-1 COAf,SIE AGGREGATE CLASS I RIPRAP � V U .�--�� �-�� /'� .// �- PROPOSED GRADING �h � Z R ~ = I FLOW (II I... 1 = I{I Q PERSPECTIVE VIEWS 4' ' CROSS SECTION OF OUTLET I I -%W WHERE DRIPUNF IS LESS THAN STAKE 3. ATTACH THE FILTER FABRIC TO THE WIRE A. BACKFILL AND COMPACT THE CLASS I RIPRAP LENGTH (W FEET) _ ! FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 6 XADRAINAGE AREA CONSTRUCTION OPERATIONS RELATIVE TEMPORARY DIVERSION DIKE \ � FABRIC I, �+ top% DNEOIKEOtl I TO THE LOCATION OF PROTECTED TREESli Mow V MIN. •• '• - T •_ it Compacted Soil NII UII FENCING AND ARMORING IS Z ELEVATION OF STAKE AND �s-✓{- FLo1�/`I= ,-, /-������ FABRIC ORIENTATION DETAIL A Jill (low /� �� \-� �-- I`�-- 111 flllll��.111-1111[I���i� NMI- XCAVATED�•. COARSE�EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. E-`FILTER CLOTH /'� ""ti SPECIFIC APPLICATION I 4.5' min. ' AREA THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE I � INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER FILTER FABRIC DRIP LINE I U Y O THAN 57) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT dd •• COARSE AGGREGATE SHALL BE VOOT 13, ,J3,57 OR 15 EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD S :'ALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS III ILIA- I WIRE I I V ii 1' 2' OUTLET (PERSPECTIVE VIEW) IN STREET OR HIGHWAY MEDIANS. =T� 11 - SHOW FENCE I Y. l I LAS La OESIGGf OF NUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL TABLE 3.35-A � CL W ORIGINAL GROUND ELEV. DIRECTION OF FLOW NL'IGiUH TAILWATER CONDITION (TW < 0.5 DIAMETER) i 00 I 1 I I I ORGANIC MULCH MATERIALS AND APPLICATION RATES ,.+� .r� O: 90 ~ BOARD FENCE U �r IP 67 CU. YD. /1 ACRE - W RATES: CORD FENCE LIJ DIRECTION OF FLOW �1i ao ! ( MULCHES: Per Acre Per 1000 s ft. NOTES: PLASTIC FENCE O � Outlet tia On La , 1... (I. � 2 Min. _ _ _ _ ��2 Diameter, Do 1 teeC 70'0 ::, ! 1..:' `'' Straw or Hay 1 h - 2 tons 70 - 90 lbs. Free from weeds and coarse C 0 R R E C T METH 0 D S 0 F TREE FENCING tl 4C La --� ; ; - !' ' - (Minimum 2 matter. Must be anchored. DIRECTION OF FLOW toil 60 , o. silo of pp ••t .'-:; • ^ tons for Spread with mulch blower VeaAch 50 ..;i; : y-I -.1 winter cover) or by hand. t t �-- ;�' r�. Fiber Mulch Minimum 35 lbs. Do not use as mulch for O 67 CU. YD. /t ACRE VORIGINAL GROUND -.,.- _..1 ; .. ,�fIf •• !. 4 1500 lbs, winter cover or during hot, FILTER CLOTH ELEVATION i': . AL, i i Ii'"'` ' S f1; I' dry periods.' Apply as ON (EXCAVATED) 'v ** - - -- 1: e - - - , 1 COARSE AGGREGATE 1f :,.... _ :. 1:' slurry. N CLASS TRIP -RAP , Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" M AREA t 20 '' �� 15: fA ;I : •1 - _ a. C:. 3 / O N 01 s 2 ' _ ..... = • ,:1.:: is _ _ _ ..._ _ .. L......t. - lengths. Air-dried. Do not V) (0 0� r ::1 tl I ::'a -- ' use in fine turf areas. Apply '- r w N to "COARSE AGGREGATE SHALL BE VDOT �3, #357. OR #5 10 -1i . ii�:" tt ;:t, .{ .• _ - _:f- f a PP Y / _:, with mulch blower or by 0 -_ tar'.:L. _o '= 2 hand. •M ARMORING y I N ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL k N CORRECT TRUNK v N �_ r L I ''�L ''' '°'; :;,t;: tt "1 VWood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air TRIANGULAR BOARD FENCE (O (00 T f ' s' >X dried. Treat with 12 lbs r� t nitrogen per ton. Do not r. C) 1 9 use in fine turf areas. Apply V O d- LENGTH (IN FT.)= ;. f ;5 , a' ., l...l. with mulch blower, chip 6 X DRAINAGE AREA Recommended Min, t rt . handler, or by hand. Q �� 'l ' Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air- 0 t- 1" 0 or yds. dried. Do not use in fine m -, C Min. 3 s 10 20 50 100 200 Soo 1000 V� "^^•'~�"�'""""°� _ ""^' CLASS.. --DIVERSION Discharge, ft3/sec. Shredded turf areas. Apply with Q) -- _ Bark mulch blower, chip handler, L s ,C I RIP -RAP -� TABLE 3.33-A (CONTINUED) .� V Q •-° "' .� ""'„„ "' DIKE _ 0 _� X or by hand. TYPE OF SOD AVAILABLE IN VIRGINIA AND RECOMMENDED USES0 0 .° ,yy �• ,y p'-I •w �'� NV Oar O.n h� �'� ItiI •"�� ^� ^• /yV AV °may AV �/ /rI !_� ^,° IM ^,y rY Pti A,M /w. ^y_ When fiber mulch is the onlyavailable mulch Burin periods when straw F should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. N Tall Fescue: Q O Adapted to the entire state. RecolTLtRlended Tall Fescue ...."'�' :` r'�"""� '•'" -` �'�"'� "� ' ^' ...'"'" ' SEEDING RATE NORTH' SOUTH V Varieties: ^Y�~_~�'"�"� '`• ��`�' �"'" ' =� -'. = '�"'"��- = SPECIES 3/1 5/1 8115 2/15 511 9/1 PLAINT 90 100% Amigo Apache Bonanza Chieftain, Finelawn SGL Mesa, Rebel II, Shenandoah, Tribute Acre 1000 ft, to to to to to to CHARACTERISTICS 4/30 8/15 I1/1 4/30 911 11/15 Pronusing Tall rescues �Ati'f H OF L OATS 3 bu. (up to 100 lbs., 2 lbs. X - - X - - Use spring varieties (e.g., Noble). Avena Mtiva) not less than 50 lbs.) Certified Arriba, Austin, Avanti, Aztec, Cochise, Crossfire, FILTER CLOTH RYE' 2 bu. (up to 110 lbs., 2.5 lbs. X X X X Use for late fail seedings, winter Eldorado, Hubbard 87, Jaguar II, Maverick II, Monarch, Olympic (Secale cereale not less than 50 lbs.) cover. Tolerates cold and low TABLE 3.31-A I1, Phoenix, Safari, Shortstop, Sundance, Taurus, Thoroughbred, moisture' Titan, Tradition, Vegas, Winchester, Wrangler I V 8* COARSE AGGREGATE GERMAN MILLET 50 lbs. a rox. 1 lb. X X Warm -season annual. Dies at first LIMING REQUIREMENTS NO. 82� EXCAVATED AREA pp Setaria italics frost. May be added to summer FOR TEMPORARY SITES 0-10% Kentucky bluegrass: Baron, Cheri, Columbia, mixes. Monopoly, Nassau, Ram I, Victa (!!( ANNUAL RYEGRASS` 60 lbs. 1'h lbs. X - X X - X May be added in mixes. Will Recommended Application ,pH Test 4f Agricultural Limestone lium MUIfI-Florom) mow out of most stands. Bermudagrass: Tufcote is adapted to the Richmond -Danville -Newport News IONAL G1 WEEPING IS lbs. 51h ozs. X X Warm -season perennial. May below 4.2 3 tons per acre triangle. Midiron may be used east of Roanoke and south of Charlottesville. LOVEGRASS bunch. Tolerates hot, dry slopes Tifgreen and Tifway may be used to the east and south of Richmond. Vamont Era rostis curvula 4.2 to 5.2 2 tons per acre I may be used east of Roanoke and at lower elevations in southwestern Virginia. SURVEY: C.I.: OUTLET PERSPECTIVE VIEW) (g) and acid, infertile soils. May be added to taxes. KOREAN 25 lbs. approx. 1'h X X X X Warm season annual legume. 5.2 to 6 1 ton er acre Certifi d M'd' # PL-PLC NSA SILT TRAP NO. DRAINAGE AREA WET STORAGE d1 DRY STORAGE d OUTLET h NOTES (ACRES) AREA 1 (S.F.) (ft.) AREA 2 (S.F.) (ft. LENGTH(ft.) (ft.) 5825 SO. FT. 2915 SO. FT. VARIANCE REQUESTED: SILT TRAP 1 3.22 AC. (300'x20') 1.0' (300'x10') 2' 20' 2.5' SILT TRAP CONTRIBUTION DRAINAGE AREA 5608 SO. FT. 3739 SO. FT. VARIANCE REQUESTED: SILT TRAP 2 3.10 AC. 1 /2)(200'x7O') 1'0 (1 /2)(150'40 20' 2.0 SILT TRAP CONTRIBUTION DRAINAGE AREA 3780 SO. FT. 2520 SO. FT. SILT TRAP,3 2.09 AC. (50 x100) 1 0, (50 x55') 1 5' 13. 2.0' NONE p e 1 LESPEDEZA` lbs. Tolerates acid soils. May be ]roil, fgreen , TlMay, IIlway II, Tufcote and Vamont eza sti tllaGea added t0 mixes. DRAWN: JOB NO.: Zoysiagrass: This sod performs best in southeastern Virginia. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2_ � TGP 9907018 b Southern Piedmont and Coastal Plain. Meyer, Emerald 0 May be used as a cover crop with spring seeding. May be used as a cover crop with fall seeding. SCALE: DATE:g X May be planted between these dates. Note: Common Bermudagrass is not recommended for sod production. AS SHOWN 10/09/00 - May 2 be planted between these dates. # Only recommended in southeastern Virginia. SHEET: 18 21 CONCRETE PIPE CULVERT CRUSHING STRENGTH (LBS. PER LIN. FT. ULTIMATE STRENGTH, OR CLASS) DIAMETER (IN.) AREA (SQ. FT.) METHOD A BEDDING MAXIMUM HEIGHT OF COVER IN FEET DIAMETER (IN.) STRENGTH OR CLASS NOW REINF. III IV V 12 0.8 1800 (147 14' 19, 29' 12 15 1.2 2125 (14') 14' 19, 29' 15 18 1.8 2400 (147 14' 20' 29' 18 21 2.4 2700 (13') 14' 20' 29' 21 24 3.1 3000 (13') 14' 20' 29' 24 27 4.0 14' 20' 29' 27 30 4.9 14, 20' 29' 30 33 5.9 14' 20' 29' 33 36 7.1 14' 20' 30, 36 42 9.6 14' 21' 30' 42 48 12.6 14' 21' 3D' 48 54 15.9 14' 21' 30' 54 60 19.6 14' 21' 30' 60 66 23.8 14' 21' 30' 66 72 28.3 14' 2V 30' 72 78 33.2 14' 21' 30, 78 84 38.5 14' 21' 30' 84 90 44.4 14' 21' 30, 90 96 50.3 14' 21' 30, 96 102 56.7 14' 21' 30' 102 108 63.6 14' 21' 30' 108 Heights of cover shown in table are for finished construction. To protect pipe during construction, minimum heights of cover prior to allowing construction traffic to cross installation are to be 2 or 3.0' whichever is greater. This cover shall extend the full length of the pipe culvert. The approach fill ramp is to extend a minimum of 1000.•37 on each side of the culvert, or to the intersection with a cut. Minimum fMiShsd height of cover to be Dia or 2.0' whichever is greater, except pipe under entrances and median crossovers where a 9" min. will be permitted. 2 PC 1 ill CONCRETE PIPE 2 232 CLASS TABLE FOR H-20 LIVE LOAD VIRGINIA DEPARTMENT OF TRANSPORTATION 107,05 END -SECTION 12" - 60" PIPE -HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION J Jp CONCRETE TO BE IIL�� I E J 4000 PSI MINIMUM PLAN - A D - PAY LINE SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A 8 C D E 12" 4" 2,_0" 2'-0" 4'-0" '-0' 15" 6" 21-3" 1'-9" 4'4' 2'-6" 18" 9" 2'-3" 1'-9" 4'-0" 3'-0" 21" 9 " 2'-11" 2'-1" 5'-0" 3'-6" 24" 9 7„ 3'-7" 2'_6„ 6'-1" 4'-0" 27" f0 ' 4'-0" 2'_V 6'-V 4'-6" 301, 1' 0" 4'-6" 1'-7 6'-1 5'-0" 33" 1' 1 4'-70 2'-3t 7'-1 5'-6" 36" 1' 3" 5'-3" 2'-10 8'-1 6'-0" 42" V-9" 5'-3" 21-1V 8'-2" 6'-6" 48" 2'-0" 6'-0" 2'-2" 8`2" 7'-0" 54" 2'-3" 5'-5" 2'-91 8'-21 7'-6" 60" 2'-11" 5'-0" 3'-3" 8'-3" 8'-0" ALTERNATE END -SECTION 12" - 60" PIPE Es ' HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END-SECTfON X x CONCRETE TO BE 4 L E 4000 PSI MINIMUM PLAN r C B r �P SLOP£ STEEL FABRIC REINFORCEMENT D PAY LINE SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D I E 12" 41. 2'-0" 4'-1" 614" 15" 6" 2'-3" 3'-10" 6'-1" 2'-6" 181, 9" 2'-3" 3'-10" 6'-1" 3'-0„ 21" 9" 2'-11" 3'-2" 6'-1" 3_6" 24" 10" 3'-7" 2'-B" 6'-3" 4'-0" 27" 10 ' 4'-0" 2'-1 6'-1 4'-6" - 30" 1'-0" 4'-6" 1' 5'-0" 33" 1' 1 4' 10 3' 3 B' 36" T-3" 5'-3" 2'-10 8'-1 6'-0" 42" 1'-9" 5'-3" P'-11" 8'-2" 6'-6" 48" 2'-0" W_O" 21_21, 8'-2" 7'-0" 54" 2'-3" 2'-11" 8'-4" 7'-6" 60" 2'-6" 5'-0" 3' 7 NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "0". SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 4'-2" I/z SECTION CAST IRON - %z SECTION STEEL NOTES 2'-7" 1. 2%" x 2%2" x '/4" 1. DEP1H OF INLET (H) TO BE SHOWN ON PLANS. Lugs to be 10'-4" long FOR DEPTH GREATER THAN 10' USE STANDARD cost with collar r -_ 1,_3�1„ D -1A B \ ) I B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS - A AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL CAST GALV. PIPE TO THE TOP OF THE STRUCTURE. IRON STEEL One welded PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY joint FOR ESTIMATING PURPOSES AND THE ACTUAL 66 + 143.6 DIMENSIONS SHALL BE DETERMINED BY THE Optional N 3 lbs. lbs. CONTRACTOR FROM FIELD CONDITIONS. Brace Ribs G including including Weld all 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS - -- lugs onnectors connectors TO BE SHAPED IN ACCORDANCE WITH STANDARD to collar IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. /Z x 11/2 s J Viz" x 4" 4. IN THE EVENT THE INVERT OF THE OUTFALL 91/z" •! u 9 Stud Sheer IS HIGRT TTOM OF THE THE6lTH connectors STRUCTUREHTHEPIPE NHAN RT OF STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO 12' 9%x' PREVENT STANDING OR PONDING OF WATER I I INSTRUCTURE. FURNISHING I AND PLAC NGALL MATERIALS INCIDENTAL TO • INLET SHAPING IS TO BE INCLUDED N THE BID 'd) N� PRICE FOR THE STRUCTURE, L� SECTION B-B 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-O" 2%z" OR GREATER. FOR DETA)LS SEE STANDARD ST-1. DIMENSIONS FOR CAST IRON ONLY COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 7. * 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT D TO ABUTTING CONCRETE TO PREVENT Hardware Cloth 2'45" SE-TLEMENT. IN LIEU OF DOWELS A 2"X4" 3" Diameter NO CH MAY BE PROVIDED. SEE STANDARD o weep hole iv � See Note 8 1 -3 N T-E,-3, 4 FOR ALTERNATE DESIGN. 8. 3" DIAMETER WEEP MOLE WITH 12"X12" PLASTIC WARDWARE CLOTH �/�" MESH OR GALVANIZED r ;n do N � D . � Collar _4" depth Aggr. u U U ��U�UU�� STEEL WIRE, MINIMUM WIRE DIAMETER 0.03 , NUMBER 4 MESH HN2DWN2E CLOTH ANCHORED x c c ,c c E t2 #68,1f 78 or #R8 x 6" width C SENSE C J FIRMLY TO THE OUTSIDE OF THE STRUCTURE. E E V N E 'P 12" 15" 18' or _, N 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 4- 000 PSI). PRECAST CONCRETE IS 70 BE 4000 PSI. a a n 141� o ��QQ��OQ������ n�o(��O�jj(j(j�(�� li+('u! fu' 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER BESUBSTITUTEDTHE CAST IRON SSHOWIN u +'uj LUGS HEREON.R SECTION A -A Lu,� tI/� I ��z r' H�i D \ 14„ �1 (� I f CONCRETE QUANTITIES FOR MIN. DEPTH �," r ," 12" concrete pipe 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15" concrete pipe 1.528 Cu. Yds. Concrete 18" concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe 1.817 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per additional foot of depth. APPROXIMATE WEIGHT Cost Iron Grate 363 ± 18 Ibs STANDARD DROP INLET SKCMA « 1211 - 2e411 PIPE: MAXIMUM DEPTH (H) - 10' 233 VIRGINIA DEPARTMENT OF TRANSPORTAFION 302 104,01 DI-3A,3B,3C 3'-10" ! FOR DETAILS OF INLET FRAME & COVER C BACK OF SIDEWALK EXPANSION JOINT _� -BAR F L- BAR A / ARS D FACE OF CURB --/ CRR-K-uCONTROL JOINT GUTTER CRACK CONTROL JOINT----JW1 I -A ----------------------------- BARS F �--BARS E L. -B 3" DIAMETER WEEP HOLE FRONT ELEVATION V SECTION A -A KEYED CONST. JOINT 2 10 PED 2 GUTTER A APPROACH JARS GUTTER ib O BARS E I I _ I BARS e BARS ------ :- c> - (GUTTER REMO ED) 11/4" o -� L�.)� I SX�/�" BENT PLATE � SECTION B-B 8„ BENT* PLATE R TYPE A NOSE DETAIL SHALL BE USED WITH ICG-3 & CG-7 STANDARDS. L2%z"X2�/2'XI/x" TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. GALVANIZED TYPE A TYPE B %Z'X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2' C-C. CONNECTORS AND IS TO BE ANCHORED WITH /Z" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR. PAVEMENT DI-3A L D!-38 � L � 01-3C LWARPED PAVEMENT FF FLOW Flow Iw0 -1JJ DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. ter-- SLOPE TO DRAIN TO INVERT :CTION A -A OF OUTLET PIPE IF TREATMENT IN DROP INLETS SLOPE TO DRNN TO WVERT OF OUTLET PIPE a .7I-V I IVI`p"O PLAN METHOD OF TREATMENT IN MANHOLES fvueila STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 WIRGWIA DEPARTMENT DF TRANSPORTATION 106.08 d A 0 o N .50 U) (0 0) r, N L0 '� 4) N N L (n .0 _) U O O0 ti .�i i °v mN c .0 S U CL .. O O U) 3: F- (L_ N Q 0 n a ,TN O'l r U (( (t /p 9 No. 260 G SS�ON! O SURVEY: C.I.: PL-PLC N/A DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: AS SHOWN 10/09/00 SHEET: 19 /21 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 2" MIN. 6" MAX. 7 CU. FT. MIN. #57 STONE 4" Q.. r ♦4 . 14" , s0aae�i BOND BREAKER ONE LAYER #15 FELT 18 FIRE HYDRANT SHALL BE TRAFFIC MODEL RESTRAINTS SHAD. BE BY MEGA -LUG FLANGES 4 - 1/2" STREAMER NOZZLE SHALL FACE THE ROADWAY h=- 0 O UJ 0: Utv Z� kN r WINCHESTER APPROVED FIRE HYDRANT 18" SO - 4" THICK CONCRETE PAD REQUIRED IN UNPAVED AREAS --. STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION DETAIL NO. SCALE: NONE WD— 8 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITI 1" COPPER TUBING TYPICAL METER SETTING INCLUDES: 1" METER SUPPLIED BY THE CITY OF WINCHESTER YOKE INLET VALVE - FORD MODEL BA94-344W YOKE OUTLET VALVE - FORD MODEL HHCA94-444TV YOKE BARS - FORD Y504 CORPORATION STOP - FORD 1" MODEL FB600 METER BOX COVER - X32T WITH STANDARD PENTAGON NUT COVER EXTENSION RING - EXT 1 METER BOX - 24"X30" HIGH DENSITY POLYETHYLENE 2' 6 " QUARTER BEND-L04-44 4 v f•' t L C 1' METER METER FRAME •.. n' . �� AND COVER i AND CON BRASS ANGLE METER VALVE 70, WITH COPPER FITTING 1" METER YOKE • W/ VALVE INLET. TH ENOS COPPER) TYPE "K" 1* COPPER TUBING SCREW TYPE I ADJUSTABLE VALVE BOX GATE VALVE THRUST BLOCK HYDRANT TEE 24" DIA. X 30" HIGH HIGH DENSITY POLYETHYLENE METER BOX 1" COPPER TUBING VARIES MUTER BOX / LIJ z I! Z J LLI IZ O W a. DOUBLE CHECK VALVE TYPE "K" 1" COPPER TUBING 1"-1/4 BEND 4" MIN. #57 STONE 1" TAP TOP OF MAIN �. ` LFIRM UNDISTURBED 1" BRASS EARTH COUPLING NUT CRIMPED 1" COPPER PIPE OUTLET WATER MAIN CORPORATION COCK ASSEMBLY STANDARD TYPICAL 1 INCH WATER SERVICE DATE: 9/01 DETAIL NO SCALE: NONE WD— 3 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES FORM BOARD (1 oRADE � � ````� �.r1a�� ��'� — �—^-� I 9" NNl11UM MACHINE EXCAVATION LIMIT TRENCH BOTTOM GATE VALVE� UNDISTUFM EARTH ! B01eES STONE BEDDING TEE. WYE, OR PLUG TYPICAL SECTION MN LIEU OF MOOD FORMING THE nrrm MAw BE WRAPPED KITH 0DE140TES HAND EXCAVATION POL)ETHYIIJIE, AND THE OONd1ETE POURED TO CO1MR11LLY SUM" V . 12" NRN. FOR 16' AND SUMIER PIPE THE FITTINGS AND AGAINST UNDISTURBED SO111 THE BEARING DIMENSIONS V - tar MN. FOR 12" THRU Zr PIPE AGAINST UNDISTIJI>IiED SOIL $HAIL REMAIN AS SHOVC SEE CHART BELOW FOR A.B•C DM[N9DNS. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Y.__ _,•• PPE PLUGS. WES ! TM 11 1/4' AND 22 1/2' BENDS 45' AND 90' BENDS -- A 1 B C A 1 B C A 8 C a" 11-0" 0'-9" 1'-0" 0'-or 0•-NP• V-9" V-3" 0'-$- 1'-9" a" V-3" 0'-9" 1'-3" W-9" Or-9- d-9" V-a" 0'-9" 2'-3" 10" ,'-a" 0'-9" 1•-a" V-0" O'-9" I'-3" V-9" 0'-9" 2•-6" 12" 1'-9" V-0" Y-a" 1'-3" 1'-0" 1 ^a" 2'-0" 1' 0 3-0" 14" Y-O" 1'-0" X-•0" V-3" 1'-0" V-a" 2•-a" ,'-0` 4'-G" 1a" 12--3" V• O" 3'-a" 1'-a" V-O" 2 -0" 2'-9" 1'-0" 4'-a- Ia" 2'-a" I 1'-3" 3'-9" V-a" 1r-3" V-0" 3--0" 1•-3" 4'-9" 20' 2'-9" I 1'-a C-0'• V-9" V a"' 2'-0" Y-3" V-a- 5'-O" 11 1/4 THRU 90' BENDS GALVJI RODS OVER FITTINGS NO EMBEDDED IN CONCRETE THOM BLOCKS FITTING SIZE ROD SIZE NO. RODS EMBEDMENT ,2" ! Lm a 2 30" cONCKT[ _-1 i4 -2C 8 2 W VERTICAL BENDS nZo M1C °F THRUST BLOCK IONCU.YD. ( s12E STONE BEDDING 1.3 Ir - - Lt 23 THRUST BLOCKS FOR VERTICAL 1A 37 UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. ,2" - 1.2 2a ss 14" 0.5 1.7 3.9 7.0 ,a" 0.9 2.3 &1 - 1a" 1.4 3.2 6•3 - 20" 2 2 4.5 718 - STANDARD CONCRETE THRUST BLOCKING DATE: 9/01 DETAIL NO. SCALE: NONE WD--12 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITI TYPICAL RESILIENT SEAT VALVE INSTALLATION: VALVE BOX AND BOOT SHALL BE CAST IRON VALVE BOX COVER SHALL BE MARKED "WATER" VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE 18" X 18" CONCRETE PAD SHALL BE PLACED AROUND VALVE BOXES LOCATED OUTSIDE OF PAVEMENT AREAS VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES STANDARD TYPICAL VALVE & BOX INSTALLATION DATE: 9/01 DETAIL NO SCALE: NONE WD— 9 tunnel liner upends NOTE: 1. Separation of carrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers 2. spaceirs shall be placed on spigot end within 6 inches of connection to bell: then 2 spacers evenly placed on length SECTION of pipe SIZES REQUIRED CARRIER PIPE CASING PIPE WALL DIA. (I DIA. (I THICKNESS (I 4 or less 12 .250 6 16 .250 8 18 .375 10 20 .375 12 24 .250 14 24 .375 15 24 .375 16 30 .500 18 30 .500 20 36 .500 21 36 .500 24 36 .500 ( for larger pipe use tunnel liner) WATER SERVICE LATERALS a) Casing pipe shall be SCH 40 PVC or SDR 21 b) 3" diameter pipe for 1" service lines c) 6" diameter pipe for 2' service lines d) no spacers or sand fill to be installed HIGHWAY CROSSING Figure 3 varies to property line saddle service 4" stone' 2" corp. stop roadway box 2" coupling r-2" type K copper standard bedding -J water main 2" ball valve curb stop with 2" square operating nut concrete pad 18"x 18"x 6" deep 1 2' min. Note : In traffic area blow -off hydrant to be set under manhole frame and cover. manhole frame and cover - Rare" — (cover labeled water) _ - - 6" manhole adjustment ring stone bedding BLOW -OFF ASSEMBLY Figure 10 ---- . 4- ­4 concrete pad 24"x 24"x 6" deep (for valves 12" and larger) GATE VALVE Figure 8 Note: this detail is also used for butterfly valves Z 0 E f0 y � 0 ~ � LAJ V V Ca Z a 0 Q V z N w > � Y ]L V Lhi � W LAJ V>V W L La t1 V N1 O �° O N 11) .50 (D N r ( N (U d (0 C _ 0 �1 U Q' O � Lo hk O L_ v �v m U C JZ Q a 0 .0 N Q O a A�,T Ii O j� ryll I - U WWI G,/PINM �ss1ONAL' SURVEY: C.I.: PL-PLC N/A DRAWN: JOB NO TGP 990701 SCALE: DATE: AS SHOWN 10/09/00 SHEET: 20/21 ___j HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUND FENCE & DUMPSTER PAD ENCLOSURE DETAIL N.T.S. -+----- 2x6 TOP RAIL 1 x6 BOARD, --�� I I FRONT & BACK TOE NAIL EA. 1"x6" I I I W/ ,2-8d)NAILS (EAII I I II II I 8'-4x4 POST ® 8' O.C. -*- -- 2x6 BOTTOM. RAIL - ATTACH RAILS TO POST W/ 3-10d NAILS (EA. RAIL) 12" DIA. POST HOLE, FILL W/CONC. NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 5'-0" GATES SIMILAR. PROVIDE GATE LATCH. USE 8"0 STEEL POSTS TO SUPPORT GATES. HANDICAP PARKING DETAIL N.T.S. NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. r 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS, TYPICAL TRENCH DETAIL FOR 10, STORM SEWER SYSTEM --- —� N. T.S. O.D. + 24" FINAL BACKFILL1! _ 14 �• _I ii CAREFULLY COMPACTED SELECT BACKFILL i 4'joco t,}A JC ar OUra —em s } I on 4,t0000a 0o,,atraac s I _ aovcaeaa gq.".43t3Eigq " _) , CRUSHED AGGREGATE t i S a0gtrgG°ocega°n12 P G$r?4a. tJG A44aoa.A I` i }- -�1 j __I i}<i ciC yi}¢{i !•�s%Ji, lJh2C,) C i } L6•}ir Ut;rat+GVr?4rj c+4ti�3 rJ 1 j itt atraga4 +�a.ca anas� ` a:srfy>y n�nr�i O.D. hn0io ' trOvlu CRUSHED AGGREGATEt- -'•••} 4 g3 t s�0o00 GC1q C� flG5dc0� 4407 ) F t•.-. ,� -L i : 1 NOTE: " 4" IN NORMAL EARTH FOUNDATION to 12" IN ROCK OR SOFT FOUNDATION HANDICAP SIGN DETAIL N. T. S. mom " 12" x 18" STD. ry etc 12" x 6" STD. STD. U-CHANNEL POST 54" 33E —PROP. GROUND CG-6 �4' � 2'R d .A :.' • I �.. a• •.s' •,, .A' 'A. •:s•.a :A .' a:. .e •A'',. - a A 4 a.� .a. d + . • ' a _ a� _A _ _ _ � The bottom of the curb and - gutter may be constructed parallel to the slope of sub - Lis.. � 2'_0» surface courses „provided c minimum depth of 7" is This area maybe concret maintained. at the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban a suburban areas. Nate: Coro. ctxb a gutter having a radius Of 300' ce• less (eix,g face of cub) shall be paid for as radial combination curb 8 gutter. This item tray be precast or cast in place. Concrete to be Class A3 if cost in place, 4000 PSI if precast. - COMBINATION (1' CURB 8c GUTTER REFERENCE 105 VIRGINIA DEPARTMENT 502 of TRANSPORTATION 20t03 RESERVED PARKING IN VAN ACCESSIBLE TYPICAL TRENCH DETAIL FOR WATER & SANITARY SEWER MAINS N. T. S. a" O.D. s" t FINAL BACKFILL CAREFULLY COMPACTED j 24 SELECT BACKFILL F I IlS O.D. STONE AGGREGATE '.El I F6» Concrete Mortar Rubble Concrete HAND RAIL INSTALLATION ON WALLS 0 i „ FF WO A - ♦ram �i SIDEWALK DETAIL `= co N. T. S. EXP. JNT, MATERIAL -" 6 `- (OR AS SHOWN ON PLANS) Slope: 1 /4": 1'-0" k.L REVERSE PITCH 4: F- -► .. r _ Slope: �1 /8y. 1'-0" £ t: 4 CRUSHED STONE 4 TYPE A CONC. 7 „ 7- W (3000 PSI) s_' Q 6x6xW1,4xW1.4 WWF ` (1.5" Min. CLEAR) ' EXPANSION JOINT MATERIAL FINE HARDWOOD BARK MULCH TO BE v 7 , 4" CONC. WALK MIN. NUGGETS, OR SIMULAR, PLACED PAVEMENT DETAILS ENTRANCE & ACCESS N. T. S. ROADWAY SECTION PARKING LOTS SECTION 1.5" 12.5A(SM-2A) BIT. CONC. SURFACE COURSE 2" SN-2AL BIT. CONCRETE-----•- 2" IM-1A BIT. (�ONC. SURFACE COURSE BASE COURSE STONE BASE I............. STONE BASE --• i'- t ' COMPACTED SUBGRADE --e" 1=_ .- COMPACTED SUBGRADE------+ ' %r� Vz" dia. So', It Standard Pipe fa Rails Round Rod I'• Extra Strong Pipe for Posts t Stondar, 3' IHR-I A Wieth of one tread that is recuirea at each ^".Om riser HAND RAIL INSTALLATION ON CONC. STEPS 1 0 .•«ro+. e.c a <n, ons ,r, s o.n ae< 5"7 :- ,_ stondara rg-c� , oiv a•Dia. Bolts (Typ.) ' r'T.o uric Hewes i ' r-i i •eo I' �I II II I xn4. w >e cenirr°a rr .e, I r: :.'.' ( .' •" " :} w; :'. � or R.<o++++R w L_coni,nawn w.,l i s I Rra'c Rw-2 R°,O 'T� ' �'' .'.`,:•±.;•�: ALTERNATE INSTALLATION ON WALLS °a.. :'�:..,: ,,� •. �: ..��.'��: Notes: '. y.'.:. :.•�' ... This handrail is to be used only as a protection for pedestnons and should �.-•,.; ,,: .: .:i; ::•I � not be placed in any location where U might be subject to veMCuar impact For vehicular protection standard guardrail should be used. Handrail to be in accordance with the latest codes as set in The BOCA Notional Building Code. MOCA•Buildinq Officials and Code Administrators) SPECIFICATION STANDARD HAND RAIL -� REFERENCE ME-rHOD OF LOCAT;NG AND ERECTING — 505 VIRGINIA DEPARTMENT 601.05 H Sheet I of 2 t S -2 Ban A and C i� sots A to be {— "" _ -- I 6 i squally spoad. • i Far no of basis, i roe able beWr- + — i A a t —i I `� 1 �- sI y I{ � W V3 \ V3 A I I i Elev.prop.orexist •.n� -t--—�—•.,; ;7I') 6„ \ y� walk, yord,etc Spry A ar,d C Bon d 3 m A T �\ }-•-I2"•-� PLAN One Bar 9 :a be Placed I 12-ry under each step and roo U 60 _ I under landing as own. Bars C No.(d) !)+1.000Cu.Ft V2 �• �k"' A \ I V2.0.583 CuFt � V3.CL750 Ca Ft. Ban A No.©ti _:ev. yap. or exist V4.0.708 Cu. Ft. ) 21'-) siaewwk or snoulder. i�Ban a No.`-.�" 1 A landing is to be ,provided '.,We12�' • ,. , ,I 4" more steps are required. From pictorial vier e"m ,t ,s seen that: y , "r / / \ \ mmusire of landing tape W -1 6 I . roe,. 4 a foot -1 V,VIW•2V2(N-1)*V3(WN+I)+2V4 , 27 I l Vl SECTION A A f f. l w� i �, F�Z� This ,rem may be precast or cast in pbce, t2n �r I Concrete to be Class A3 if cast in lace, ! ' Substituting values of elen»ntary volumes: I P 400o PSI ,f areccst For other wtdths the a pproxsrafe spdCixsq of Oars Ain incnes V_ 1000 W+1,166(N'l)*0.750 (WN+I)+1416 V4 will be equal to 80-H with a minmsn spacing of 6". 27 Reinforcing bare to be used in instalariom of 6 or more steps. For tabulation of concrete and steel quantities see sneet 2. V-Indicates total volume of steps in cu.yds. VI,V2,V3,aV4-Indicate elemeMaryvolumes used in computing V. W- Indicates clear width of steps, in feet, between sidewalls. NUMBER OF BARS A N=I-3 N-6 N-7 Nab Na9 N-10 N-II Nw12INe13-25 W- 3' 4 5 5 6 6 1 7 I 7 8 9 10 9 10 II 12 N- Indicates number of steps in installation exclusive Handrail a to be provided far steps hav,ng four or more risers, and will moor ine fdiowinq conditions; of landing. n � Pieter bly on rM right uk deswide dlhaving in horn vales enc osed, at least o x nndrm4 U- Indicates length of bars A, in inches. Li- 13.416 Nv 8 2.On steps kss than 44 inch" wide having one side open, one handrail on each sick n 3.On steps less than 44 inches wide having both sides open, one handrdl on each side. LZ-Indicates length Of hors B. In inches. L2.12W*9 4. On slow more than 44 inches ode bin lass than 88 inches wide,one handrail on each side. L3-Indicates length of bats C,in inches L3.13.416W18 5.on steps as mpr, imrcft dee� antas�au leo:tt side, am ane imermoi located the SREfERENCEN STANDARD CONCRETE STEPS FOR 2 1 SLOPE 105,504 -_ VIRG,NIA DEPARTMENT OF TRANSPORTATION _ 601.03 i}I-'S) ;S) mar I fT513! i NOTE: THE ENTRANCE PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE TO THE ENDS OF THE CURB RETURNS OF THE ACCESS ROADWAY. THE PARKING FACILITY PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING AISLES & STALL AREAS. w:f7F---i t;`:..r.....sf r--£; r-'•q �;:rr—•f;e_=jjt=`�, i� 4" VDOT STONE BEDDING UNDISTURBED OR COMPACTED EARTH STAIR DETAIL N.T.S. CONCRETE STAIRS W #3 REBAR (Typ.)' r.: ROUGHENED SURFACE ON STEPS & WALKS (Typ.) 6 - Q 6e_7"6"x6"xW1.4xW1.4 WWM " s#oa SLOPE t 4":1'-0' 4 CONC. WALK Z 'c tr tT`'G•q`_s7_gYG.q_,;'_GyG"'G G a_G --VAPOR BARRIER .f�,`; Y`�� T--4" VDOT STONE BEDDING V: UNDISTURBED OR COMPACTED EARTH Z� NOTE: SEE SITEPLAN FOR NUMBER OF TREADS AND RISERS AND THE HEIGHT OF THE RISER NEEDED. so DUMPSTER PAD DETAIL R N.T.S. 0 10'W x 9'D {OR AS SHOWN ON PLANS) V H Slope: As Per Plon W p� o c FYI W OC 6" STONE BEDDING 6" TYPE "A" CONIC Wbi (3000 PSI) 6x6xW2.9xW2.9 WWF NOTE: (2" Min. CLEAR) I- L% THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. Z Q 0 SHRUB PLANTING BED = p wee` N.T.S.•r- NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO EXCAVATED OF ALL E'. TO REQUIRED DEPTH , W/ REQUIRED SOIL MI MULCH TO BE 3" DEP1 COMPLETELY REMOVE STRINGS, RIBBONS, AN TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUI ROOT BALL. SCARIFY ROOTS 0 BOUND PLANTS. COMPAC. .. .,......, ..,...�.,. TREE PLANTING N.T.S. NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 3" MULCH 3" SAUCER AROUND TREE ---,- EXISTING GRADE BLACK CORRUGATED PLASTIC PIPE - SOIL MIX r COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. - UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1 /3 OF ALL BURLAP & - ROPE FROM ROOT BALL. So Z 25 La W rx. W U Lai Q, W p� W V Ica ILAJ X V Q�l V Uj a- d J0 O (f) (0 Q) r, N r In N i Cq N N 0 ``L^^ (D ' V7 0 W /\ 0i �� L N �ll —G m N C U LL \'l O a tizH aF v��^ rl in U Ge No. 260z t ' C4 r "' �sI ONAL -T SURVEY: C. I.: PL-PLC N/A Lr DRAWN: JOB NO. TGP 990701 E SCALE: ATE: AS SHOWN 10 09 OC XN' � � ✓ `� SHEET: MIN. 21 /21 PAINTER-LEWIS, P.L.C. D CONSULTING ENGINEERS tel.: (540)662-5792 116 South Stewart Street fax.: (540)662-5793 Winchester, VA 22601 email: office@painterlewis.com 11 OCTOBER 2005 Ms. Candice Perkins Frederick County Planning Dept. 107 N. Kent St. Winchester, VA 22601 RE: SHENANDOAH VALLEY BAPTIST CHURCH PHASE 1 Dear Ms. Perkins: Enclosed, please find for your review and use an updated Overall Plan for the above referenced project. Please replace this copy with the copy sent to you back earlier last week. Sorry for any inconvenience this may have caused. Please do not hesitate to contact this office if you would have any questions or need additional information. Sincerely, ony S mme s Enclosures C: Mr. Bill Prosser Ricketts Construction Co., Inc. Mr. R. B. Fristoe R. B. Fristoe Construction, Inc. 9907018 PAINTER-LEWIS, P.L.C. GEDRGE lY. & 8A198ARA S. MONK a n o 0 d MARY ANN CHAMELL CURVE ARC DELTA RADIUS TANGENT CHORD BEARING P/N.• 74-A-77 /OHN F. DAMS, 8C 1 744.06' 03'44'00" 1 1419.16' 372.16' N 15'22'26"E 1743.93'1 D.B. 580, Pg. 8J5 PIN- 74-A-79 ZONED.• RA USE- FARM & RES/CENTIAL O.B. 580, Pg. 272 CHORD ZONED.• RA I USE- RES/DENTIALv} 0 ? x x - 11 PIKE _ x 0 EX. EOP U.S. ROUTE VALLEY� '•" "� rtpOSTE��' EE6--ttMI Striping 6 E 1x 8 0 CMP -' EX. POLE I - EX. EOP _ OHF EX. POLE _ � EX POLE N 13' 30' 2 6"E 861.12EX. ENTRANCE uO SIGN EX. SIGN j) HGHT.• 22 b APPROXIMATE LOCATION OF THE EXISTING WATER I I IJ I -TT-- -j__I_ _ - - I II STEPI/EN T. CHAVOM x PIN- 74-2-j I o D.B. 691, Pg. 87J ZONED.• RA USE.- RES/CENIJAL x 0 } x x x VDOT MON EX. EOP Ex. 30 0 CMP '-' X. LZfP _ N1T14 2 DOT MO1. C,� ;, _____ __ __--_ ____---__._._ ___._ _ ___ - 30. 0' -- OHE -- — - _. __ --- -- EX. POLE ---- _. _ 77 EX. POLE EX. SIGN EX. POLE ?8"Diia. ELEP77: STAL EX. POLE EX. BILLBOARD ES-2 END SECTIONS. GHT: ' NGHT.• 20' PHASE OF DESIGN F IT.l > w � I0 ' FIELD ° B. 1 -- i EX. WT _ A _ ERLINE r • i / ~_ --_' � -- T. T.B. T.B( `► ' "�='- --.. (u � /\ x iN I t�— L_ _ J T.B. EX. PAVED PARK/NG AREA ti 71771 0 EX. PAVED PARKING AREA I � I EX. PAVED PARKING AREA 0 0, - I q 0 --EX JOE LOT x 0 0 0 x x n S 16.1 1 x 1371.00 INTERSTATE 81 (POSTED SPEED-65 MPH) r 511ENAN00AH VALLEY,6API751r CHURCH ,PIN- 74-A-78 D.B. 415, Pg. .391 ZONED.• RA USE:- CHURCH & SCHOOL X O -S/G NE O� Q L IEX. GRA ' E DRI6 7 13 0 EX ATHLETIC FIELD [i FA GJAGE PIN- 74-2-2 LOWELL T. & CAROL YN F. MONK I 0.8. 428, Pg, 287 PIN- 74_2-1 x FAME N. HA/NES ZONED.• RA D.B. 428, Pg. 280 PIN- 74-A-76 0.8. J11, Pg. 560 NIIAL ZONED.• RA x ZONED.• RA USE.• RES10ENT/AL USE.• RES/DENIIAL A Z �O Ll I LARRY S. L/CHL/TER, SR h PIN- 75-A-JO O 0 0.8. 636, Pg. 177 ZONED.• RA USE- R_ESIDEIVIIAL 7 OE N 0000 0 O (N O PHASE II a4j 00 OF DESIGN (c BERRY -BURL VENTURES L/MITEO PARTNERSHIP PIN- 75-A-28A D. B. 766, Pg. IJ47 ZONE, 0., RA IUSE.• RES/DEN)IAL u INDICATES PROPOSED CONC. WALKS AND GATHERING AREAS 20 0 20 Scale 1 it = 20 ft 9 W � n Z `` Z Z d o 1 0LLJ Mw V 0 O w tj C z _j U } > J z v W r O QLd C n c) d< if) cN cv O O O O � o m -, o, o Q o ri O Z � a U Z 0- It J C.7 Q Ld Ix W in W O C> Z O W _j U F- G.. � U O W z J o a in = O V Q H� Z N a. ,w • Q QON •LL l�NZ NU WOO aW�o-�t� w Y _CL W W W — H _J W 0z Be W Q Q O Z U >- LAJ U_ �U W W f— (0 Q w = J 'I"'m D N 2 0:� Q V J O Q. O N \ +' 0 N t') V) N r r- -N ( I I N N 44 (0 (0 _,,,)0 a (D (0 rn O O qr m � C O L � _F_ _N X 3 0 LL_ N A O �yTH OF o u TII►AM G. PAINTER a No. 18260 1,;A w� 04 Gti. �SSIONAL SURVEY: C.I.: PL-PLC 2' DRAWN: JOB NO.: TGP 9907018 SCALE: DATE: 1 "=20.0' 10/09/00 SHEET: 2 /21 i , t , { " C, \ Y/' � I _ ... 59ri- r _ i. •- 1.-� �. .. - P k _ II .1 f R