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HomeMy WebLinkAbout004-97 Rose Memorial Foundation - Shawnee - BackfileTRIP GENERATION: ROBERT E. ROSE MEMORIAL ADULT CARE FACILITY: FULL DEVELOPMENT NURSING HOME - OCCUPIED BEDS: (WEEKDAY) Ln(T)=0.860(Ln(X)) + 1.604 T = TRIPS/DAY X = NO. OF OCCUPIED BEDS TOTAL: Ln(T)=0.860(Ln(26) + 1.604 -> NURSING HOME - OCCUPIED BEDS: (SATURDAY) Ln(T)=0.693(Ln(X)) + 2.208 T = TRIPS/DAY X = NO. OF OCCUPIED BEDS TOTAL: Ln(T)=0.693(Ln(26) + 2.208 -> CONTROLLING TOTAL -> X = 26 ABBREVIATIONS ASSY. ASSEMBLY D`0'0'E __108E MEMOR AL BLK. BLOCK SEMENT FLOOR D_�'T EoFOUNDAT BC BOTTOM OF CURB BP BREAK POINT CG-2 CURB . R CG-6 CURB & GUTTER CG-6R REVERSED PITCH CURB & GUTTER I ITY CMF CONCRETE MONUMENT FOUND _'��OMMUN LVN' CPP CORRUGATED POLYETHYLENE PIPE �'ENTEFO'FA CMPA CORRUGATED METAL PIPE ARCH C.O. CLEAN OUT d OVALLEY M LL mro�OAD EOP EDGEEOFFPAVEMENT F.F. FIRST FLOOR 5F.C. FIRE CONNECTION FG FACE OF GUTTER D ER GGAUGE GV GATE VALVE --**E %:"'OUN n D A HDCP HANDICAP 9 HTR. HEATER HIGH POINT IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT MPD MULTI -PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB N.T.S. NOT TO SCALE '► ; y � ,\ .,'; ,., � � (. � ��� OHE OVERHEAD ELECTRIC c,i► �►'d /�� OHT OVERHEAD TELEPHONE uM =� PL PROPERTY LINE • w I. �� ''r PVMT PAVEMENT �►. ,;. ' RCP REINFORCED CONCRETE PIPE —� I : RED. REDUCER COUNTY OF FREDERICK j; �'� S R-O-W RIGHT-OF-WAY R.O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED & PROTECTED T.B. THRUST BLOCK TEL. TELEPHONE TC TOP OF CURB TYP. or Typ. TYPICAL • ; o " ,y. �'! ,. a� ` UGE UNDERGROUND ELECTRIC if WL WATER LINE WM WATER METER 5'R RADIUS IN FEET INDEX TO COUNTY LOCATION VICINITY MAP 1 " = 2000' P.I.N. 55-A-56F VERA V. DOVE PROP. REALIGNMENT OF ' VA. SEC. RTE. 659 (VALLEY MILL ROAD) - - - - S46 30'56 "E _ - - 393.16' - I Ar Sim PROP. STAFF STEEP / PARKING AREA SLOPES n / ♦, 0 ,lip Iw kLi \ PROP. VISITOR `-- _- - - -i PARKING AREA STEEP Q SLOPES I > f Q 1 CONSTRUCTION PROPOSED ADULT i I LIMITS CARE FACILITY I —1 L ! I PROP PATIO / P.I.N. 55-A-55 �\ � e° PROPOSED ADULT h MYRTLE A. KOON 1N CARE F 0' / 82 TRIPS (WEEKDAY) X = 26 87 TRIPS (SATURDAY) 87 TRIPS/DAY (SATURDAY) _ ACILITy - O ROP. PORTE ADDITION COCHERE 3.00, `\ �R= 148.46' L=61. PROP. SERVICE 00 R� 19.70' DRIVE _'�66.98 N46172'32"W 113.63 P./.N. 55- A -182C VALLEY MILL ROAD _ FREDERICK-WINCHESTER P.I.N.55C-3-5 VA. SEC. RTE.659 JOSEPH A. D'ARCANGELIS % I -- P.I.N. 55C-3-4 MARK E. do SHELBY D. TODD P.I.N. 55C-3-1 A P.I.N. 55C-3-3 P.I.N. 55C-3-2 P•1•N. 55C-3-1 CARLISLE FEDERAL HOME LOAN DENNIS D. do JEFFERY A. do ES TA TES MORTGAGE CORP. I' LORRIE L. COLLINS ', PAMELA DENISE GILLUM CARLISLE ESTATES PANTEIFR=LEWI8, P.L.C. WINCHESTER, VIf �GIf lIA 22601 I 5'l) 1662 57 9 p I TH p ' y �. �• TIMO PAINTER > No. 18260 z 3I-ri '�s, aroNa�, E�ofi The undersigned owners) agree to dedicate to the Virginia Department of Transportation at a time to be determined by VDOT those areas identified on this site plan as proposed right-of-way and proposed temporary construction easement. The purpose of said right-of-way and easement being for the relocation and construction of Route 659 and further identified as VDOT Project #0686-034-118, C502, D623, B622, The owner Acknowledges that plans for the aforesaid project as they affect his property have been fully explained to him or his authorized representative. Furthermore the owner agrees for himself, his heirs, assignees, and successors that no claim :for compensation and/or damages &ha11 be made upon VDOT by reason of the proposed right-of-way and easement locations and/or construction of the aforementioned project. Rose Foundation ROBERT E. ROSE MEMORIAL FOUNDATION LIST OF DRAWINGS SHT. C I /C5: COVER SHEET SHT. C2/C5: GENERAL NOTES & DETAILS SHT. C3/C5: LAYOUT & LANDSCAPING PLAN SHT. C4/C5: SITE GRADING PLAN SHT. C5/C5: PROFILES & CONSTRUCTION DETAILS APPROVED BY THE ZONING ADMINISTRATOR COUNTY OF FREDERICK, VIIRGINIA SITE PLAN SHALL BE VALID FOR A PERIOD OF (5) FIVE YEARS FROM DATE OF APPROVAL SHEET: C1 /C5 FILE NO.: 9610013 GENERAL NOTES: ROBERT E. ROSE MEMORIAL FOUNDATION 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE CENTER FOR COMMUNITY LIVING COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES PROJECT: ROBERT E. ROSE MEMORIAL FOUNDATION ACT, WHERE APPLICABLE. CENTER FOR COMMUNITY LIVING 549 VALLEY MILL ROAD 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND WINCHESTER, VIRGINIA 22602 SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. OWNER/ ROBERT E. ROSE MEMORIAL FOUNDATION DEVELOPER: 365 NATIONAL AVENUE 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS WINCHESTER, VIRGINIA 22601 UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE (540) 667-1919 THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. AGENT/ READER & SWARTZ ARCHITECTS, P.C. APPLICANT: 15 EAST BOSCAWEN STREET 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE WINCHESTER, VIRGINIA 22601 INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT (540) 665-0212 SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES ENGINEER/ PAINTER - LEWIS, P.L.C. PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE LANDSCAPE 302 SOUTH BRADDOCK STREET, SUITE 200 ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, ARCHITECT: WINCHESTER, VIRGINIA 22601 THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. (540) 662-5792 CONTACT: TIMOTHY G. PAINTER, P.E. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. PARCEL INFORMATION: 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN PIN: 55-A-56 APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. SITE AREA: 3.292 Acres 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED ZONING: RP RESIDENTIAL PERFORMANCE DISTRICT BY MARSH & LEGGE SURVEYORS, P.L.C. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.G.S. DATUM AND A CONTOUR INTERVAL OF TWO (21) FEET HAS BEEN PROPOSED USE: ADULT CARE FACILITY ESTABLISHED FOR THIS PROJECT. CURRENT USE: RESIDENTIAL 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. ZONING REQUIREMENTS: 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. DENSITY: PARCEL COVERAGE MUST NOT EXCEED 70% COVERAGE (BUILDINGS & DRIVE AREAS < 2.3044 Ac.) 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, SETBACKS: FRONT: 35 Ft. WHERE APPLICABLE. REAR: 50 Ft. SIDE: 15 Ft. CONSTRUCTION NOTES: BUILDING HEIGHT: 35 Ft. EROSION AND SEDIMENT CONTROL: PARKING: 1 SPACE PER THREE (3) ROOMS 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE PARKING REQUIRED: WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND 24 ROOMS/3 -> 8 SPACES SEDIMENT CONTROL HANDBOOK. TOTAL SPACES REQUIRED: -> 8 SPACES 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE LANDSCAPING AND PROPERTY BOUNDARIES. SCREENING: RA & RP DISTRICTS: RESIDENTIAL SEPARATION BUFFERS 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. PROPOSED DEVELOPMENT: ADULT CARE FACILITY THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS - RENOVATION OF EXISTING RESIDENCE AFTER THE END OF CONSTRUCTION. - 1 STORY w/BASEMENT, HGT.: 251-0" - AREA: 4,077 Sq. Ft. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES - ROOMS: 10 EA. SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL PROPOSED ADDITION BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 1 STORY w/BASEMENT, HGT. 25y-0" -AREA: 7,928 Sq. Ft. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT -ROOMS: 14 EA. CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL FRONTAGE: 694.24 Ft. INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND PARKING: 13 SPACES MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING (2 HDCP ACCESSIBLE SPACES) SPECIFICATION: SEEDBED PREPARATION: LOT COVERAGE: BUILDINGS/STRUCTURES: 11,601 Sq. Ft. A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE (0.2663 Acres) BEEN ACHIEVED. PARKING/DRIVE: 20,041 Sq. Ft. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb (0.4601 Acres) /1000 sf). SEED TYPE: RATE: MIN. PURITY(%) MIN. GERM.(%) TOTAL AREA: 31,642 Sq. Ft. KENTUCKY BLUEGRASS 45 lb/Ac. 97% 85% (0.7264 Acres) RHODE ISLAND BENT 10 lb/Ac. 95% 65% K-31 TALL FESCUE 27 lb/Ac. 95% 65% STEEP SLOPES: 76,193 Sq. Ft. DISTURBED AREAS: ANNUAL RYEGRASS 9 lb/Ac. 98% 85% (1.7492 Acres) 7150 Sq. Ft. (9.4%) MULCH: 1.5 Tons/Ac. SMALL GRAIN STRAW FERTILIZER: 11000 lb/Ac. 10-10-10 OPEN SPACE: 111,757 Sq. Ft. (77.9$) (2.5656 Acres) 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND -Open Space is considered to be all lawn and slope OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS areas within the property boundaries. THE RESPONSIBILITY OF THE (CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. LANDSCAPING: PARKING AREAS: 1 TREE PER 40' PERIMETER EXCAVATION AND GRADING: (466' PERIMETER/401 12 TREES) 1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND 3' HEDGE ALONG R-O-W & ADJACENT PROPERTIES GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. (3281 PERIMETER HEDGE) - HEDGE SHALL BE PLACEL ALONG THE PARKING AISLES FOR BETTER SCREENING 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - AND FUTURE CONSTRUCTION OF PROPOSED ROADWAY. SITE FOR LATER USE. ALL REMAINING TOPSOIL SHALL BE SPREAD OR REMOVED 5% INTERIOR LANDSCAPING ISLANDS OFF -SITE AS DESIRED BY THE OWNER. (8,200 Sq. Ft. X 5% = 410 Sq. Ft.) 1 TREE PER 10 PARKING SPACES 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE (9 SPACES/10 = 1 TREE) CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED PROVIDED: PERIMETER: 7 LEGACY SUGAR MAPLES TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE 6 WILLOW OAK GEOTECHNICAL ENGINEER. 82 DWARF ENGLISH YEW HEDGE 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES INTERIOR OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. ISLANDS: 1580 Sq. Ft. 5. ALL LANDSCAPED AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, INTERIOR GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. TREES: 1 WILLOW OAK 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. ZONING NOTES: 1. NO OUTDOOR SIGNS OR EXTERIOR LIGHTING FACILITIES ARE PROPOSED FOR THIS SANITARY SEWER AND WATER UTILITIES: ADDITION. 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.S.C.A.). ON THE PLAN. 2. THt CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY 3. NO AREAS OF THIS SITE SHALL BE USED AS OUTDOOR STORAGE AREAS. F.C.S.A. CONDITIONAL USE PERMIT CONDITIONS: 3. THE DOUBLE DETECTOR CHECK VALVE BACKFLOW PREVENTION SYSTEM SHALL BE 1. A SITE PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE OF ANY INSTALLED ON THE PROPOSED FIRE LINE. THE ASSEMBLY SHALL BE INSTALLED BUILDING PERMITS BEING ISSUED. INSIDE THE BUILDING IN THE MECHANICAL ROOM AREA. A REMOTE READOUT SHALL BE INSTALLED WITH THE ASSEMBLY. 2. ROBERT E. ROSE MEMORIAL FOUNDATION, INC. MUST COMPLY WITH ALL 4. ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. AN REQUIREMENTS OF THE STATE AND COUNTY CODES PERTAINING TO CONVALESCENT APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES & NURSING HOMES AT ALL TIMES. PAID AT THE TIME OF APPLICATION. 3. ANY EXPANSION OF THIS FACILITY WILL REQUIRE THE SUBMITTAL AND APPROVAL 5. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC OF A REVISED SITE PLAN AND C.U.P. PIPE AND RUN AT A MINIMUM GRADE OF 2.08% THE SERVICE SHALL BE CONNECTED 4. ALL REVIEW AGENCY COMMENTS MUST BE ADEQUATELY ADDRESSED AND CONTINUALLY TO THE EXISTING 8" SANITARY SEWER MAIN WITH A TEE-WYE FITTING AND ADHERED TO ALL TIMES. INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 6. THE 2" DIA. COPPER WATER SERVICE SHALL BE INSTALLED AS SHOWN. 7. THE F.C.S.A. MAINTENANCE 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. 8. THE EXISTING FIRE HYDRANT ALONG VALLEY MILL ROAD SHALL BE RELOCATED AS INDICATED ON THE PLAN. THE NEW FIRE SERVICE LINES SHALL BE CONNECTED AT THAT LOCATION AND RUN INTO THE SITE. ALL MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 9. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AS INDICATED ON THE PLANS. NO STORM WATER MANAGEMENT FACILITY HAS BEEN PROPOSED FOR THIS SITE DUE TO THE PROXIMITY OF THIS SITE TO THE EXISTING FLOOD PLAIN AND THE MINIMAL INCREASE IN STORM WATER BY THE ADDITIONAL DEVELOPMENT OF THIS PARCEL. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE OFF -SITE DRAINAGE CHANNELS BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. 3. STORM WATER CALCULATIONS: EXISTING CONDITIONS: AREAS: "C" Value BUILDING: 0.084 Ac. 0.9 DRIVEWAY: 0.122 Ac- 0.7 STEEP SLOPES: 1.749 Ac_ 0.7 LAWN AREAS: 1.337 Ac- 0.35 TOTAL AREAS: 3.292 Ac_ 0.56 -> WEIGHTED "C" Value RATIONAL METHOD: Q10 = (C)(i10)(A) Q10 = (0.56)(7.0)(3.292) Q10 = 12.97 cfs PRE -DEVELOPED CONDITIONS PROPOSED CONDITIONS: AREAS: "C" Value BUILDINGS: 0.266 Ac_ 0.9 PARKING: 0.460 Ac- 0.9 STEEP SLOPES: 1.749 Ac- 0.7 LAWN AREAS: 0.817 Ac- 0.30 TOTAL AREAS: 3.292 Ac. 0.64 -> WEIGHTED "C" Value RATIONAL METHOD: Q10 = (C)(i10)(A) Q10 = (0.64)(7.0)(3.292) Q10 = 14.75 cfs POST -DEVELOPED CONDITIONS Q10 (Post) - Q10 (Pre) = Net Increase 14.75 cfs - 12.97 cfs = 1.78 cfs (13.7%) Increase THIS INCREASE IS VERY NEGLIGIBLE COMPARED TO THE ENTIRE WATERSHED AND IT IS FELT THAT NO MANAGEMENT SYSTEM IS WARRANTED. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND ON -SITE DRIVE AND PARKING AREAS SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF 6" 21-B STONE, FINISHED AND COMPACTED AND A SURFACE COURSE OF 2" SM-2AL BITUMINOUS CONCRETE, FINISHED AND COMPACTED. 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 V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO V.D.O.T. STANDARD CG-6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V.D.O.T. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 3. BUILDING NOTES: ADULT CARE FACILITY BUILDING & ADDITION: CONSTRUCTION TYPE: 5B, UNPROTECTED & 5A, PROTECTED USE GROUP: I-1 & I-2 MAR- 3-37 MON 12:39 FREDICK CO CT COMMONS April 25, 1996 Center for Community Living c/o Robert E. Rose Memorial Foundation, Inc. Attn: Kerm Schroeder, Chairnm 365 National Avenue Winchester, VA 22601 17036790682 P.01 FILE COPY COUNTY of FREDERICK .Department of Planning and Development 540/66S-S631 FAX: 34W 678-06a2 RE; CUP #002-96 OF ROBERT E. ROSE MEMORIAL FOUNDATION, INC.; P.I.N. SS-A-56 Dear . Q . This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting of April 24, 1996. Your Conditional Use Permit, #W2-96, to operate a licensed home for adults and adult care ficility, was approved by the Board of Supervisors with the following conditions: 1. A site plan must be submitted and approved prior to any building permits being issued. 2. Applicant must comply with all requirements of the state and county codes pertaining to convalescent/nursing homes at all times, 3. Any expansion of this Wity will require a revised site plan and a revised CUP. 4, All review agency comments must be adequately addressed and con6wally complied with at all times. If you have any questions regarding this action, please fed free to ca.11 this office. Sidcerely, i Kris C. Tierney. AICP Deputy Planning Director KCT/cg cc: Commissioner of Revenue DUMPSTER PAD & PERIMETER FENCE DETAIL N.T.S. SCALLOP TOP "r FENCE, AS SH( 2x6 TOP RAIL 1"x6" FACE BC TOE NAIL EA. W/ 2-8d (EA. 2x6 TOP RAIL 8'-4x4 POST I 2x6 BOTTOM. I ATTACH RAILS W/3-10d(EA. I 12" DIA. POST FILL W/CONC. NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE BUILDING & PARKING AREA. THIS WOOD FENCE DETAIL SHALL BE USED FOR THE PERIMETER FENCE ALONG THE STONE WALLS & THE COURT YARD AREA, AS WELL. THE HEIGHT OF THE FENCE ALONG THE STONE WALLS & THE COURTYARD SHALL BE FOUR (4') FEET. CONSTRUCTION SHALL BE PROPORTIONAL TO THIS DETAIL. I Surface-- Crusher Run Aggregcote No 25 or 26 oZ ILL I Culverts if I---- - --- - --- - _ - -- - -- -- - Note lengths of culverts shown on road plans for entrances are approximate and shall be adjusted to obtain above roadway widths Note All entrance grades shah start back of the shoulder Imo It drainage is necessary, the ditch line may be moved bock to provide of leas, 9' of cover over pipe, as shown at right # 12' or existing width whichever Is greater Enlronce grades are to be smoothly tied into the roadway by rounding as necessary =MAIN - ROADWAY PAVEMENT Entronces in fill to be some as above except location of culvert (when necessary) A . = Sty r M E � c C1 i 0: z fa jCr a h- z W cr w 0 W w a a c z_ U a J a O to ~ ~ 1 0 0 � 2 6,8 W '_n E gg3 cr z w J a - A7 STANDARD PRIVATE ENTRANCES REFERENCEN VIRGINIA DEPARTMENT 512 602.02 TRANSPORTATION Virginia Department of Transportation Staunton District Rev 7/95 ERA.raJtE page 1 of 2 GENERAL NOTES FOR PLANS VDOT General Notes V'-. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. vs. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. V6. If required by the local VDOT Residencv Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. vs. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook,Sec 3.02. Furthermore, access to other properties affected by this project shall be mantained through construction. H z Z w O � a O Or H J w X W U O W U H o Q ti 0) N Q M O N - Z V) W N O J Z Q J LLJ Q � W C w o C.D O Q CD U Q oz �z J ~ O Q Y W0:: J F- N LiJ in W O U W � U Q W C1-_ L.aJ li O Q` J O Li WH Z ►-- z L 6J z O = O w O m a� (:> CL A/ IL O C) N O (nN Ln (j N N N O (0 (O v (0 (o Cn­ 4- 0 •�- 4- If) t() R0 a i v N O L. m Q) 00 O .L -C (1.. :3 C: (1) x U) LL N O a o{4��yTH 0� p � �l � y✓ �, TIMOTHY G. PLANTER 9 No. 18260 G� ssIONAL SURVEY: C. I.: MARSH & 2' LEGGE, P.L.C. DRAWN: JOB NO.: N/A 9610013 SCALE: DATE: AS SHOWN 10-15-96 EET: C 2 C 5 107 North Kent Street 9 Winchester. Virvinin 22flSAl-.S9M J HDCP SYMBOL — (WHITE) SOLID BLUE BACKGROUND HANDICAP PARKING DETAIL N.T.S. --� HANDICAP SIGN G' \IIKI Q9'N1Kiri cmFwAI V HANDICAP SIGN DETAIL N . T. S. 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST RESERVED 3 PARKING PROP. GROUND IRS o VAN NOTES: [ACCESSIBLE) 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. = 8' TYPICAL FOR VAN ACCESSIBLE SPACES & DAIk£ HOLL/DAY CON517?UCT/0N P/k 55—A-56F D. B. 86J, Pg. 1735 ZONED.- RP USE.- RES/DENPAL S46'30'56 "E I 5' TYPICAL FOR OTHERS. J V / 5d PF / ROBERT E. ROSE MEMORIAL FOUNDA r/ON / P/N.- 55-A-56 D. B. 69., Pg. ,3,35 / ZONED- RP p1 CURRENT USE. RES/DENT/AL / PROPOSED USE. AOUL T CARE FACILITY IV 90� L 07- AREA. J 292 Acres 4V �O 0 (3 \ � / rG 4 Q }. O co EX. M.H. SHALL BE O��J �0�� '+p0 LOWERED TO MATCH OQ THE PROPOSED TOP OF CURB. (USE FLAT TOP Q��i'O� ICJ FRAME & COVER) � 2 ** USE UNI-FLANGE BELL S80'47'04"E RESTRAINERS SERIES 1350 41.81' FROM STA. 10+35 TO STA. 13+73 R Ex. Tree O� To Be Prot cted.�. G� Od J A L N47*1 3E 4.69G ao ROBERT W KOON PIN. 55-A-55 D.B. 568, Pg. 979 \ k�. P� / ZONED. RP 60' v> �o�� 20' W R W USE.- RESIDENTIAL ��� �' A ENT / .� ASL 36'R �4 / ! 8" x8" TEE y & / 0 8"0 G.V. Box 9 00'R / y NOTE: TEMP. ENTRANCE TO BE, / PROP. 30'-8"0 PVC (A)PROP. ES-1 REMOVED WHEN FUTURE ENTRANCE-1 / STORM DRAIN ® 2 3 15"0 INV IN = 654.00 © PROP. DI-1 TOP = 653.70 15 0 INV. IN = 651.00 RECONSTRUCT EX. DRIVEWAY 15"0 INV. OUT = 649.00 TO A STANDARD VDOT PE-1 © PROP. ES-1 150 INV OUT = 645.50 PROP. ES-' 15"0 INV. O PROP. DI-38, L=10' IN = 654.0 TOP = 636.50 15"0 INV. OUT= 628.00 O PROP. YARD DRAIN ASSY. TOP = 644.50 REGRADE DITCH -LINE TO PROP. ES-1 / 8"0 INV. IN= 641.30 8"0 INV. OUT= 641.10 Ex, n. Sewer O PROP. YARD DRAIN ASSY. TOP = 645.00 8"0 INV. OUT= 642.00 PLANT LIST EX. 6" MAIN. INSTALL A 6" G.V. & BOX, 6"X8" INCREASER, & 8"0 45' BEND & T.B. NOTES: 1. Boundary information shown hereon is based on an actual field run survey made on September 18, 1996. 2. Vertical datum is based on USC&GS mean sea level. Topography shown hereon is based on field run survey made on September 26, 1996. CURVE LENGTH RADIUS TANGENT DIRECTION C1 25.76' 602.00' 12.88' N88'15'28"E 25.76' C2 54.28' 18&00' 27.33' S84'41'48"E 54.09' C3 47.24' 48.00' 25.73' N75'22'57"E 45.35' C4 29.07' 32.00' 15.63' N73'11"6"E 28.08' C5 56.33' 62.00' 30.28' N73'11"6"E 54.41' C6 56.39' 38.00' 34.83' 1 S85'22'52"E 51,35' 393.16' 5' PARKING SETBACK 20 0 20 60 Scale 1" = 20 ft 15' B.R.L. _ PROP. 20'.— 15"0 RCP 1 -F.H. AtSY.1 STORM SEWER ® 0.00% 1 -6"0 G.V. & BOX 1 -8"0 G.V. & BOX 1 JT. 8' 0, SDR-21 PIPE PROP. DUMPSTER 01 6' WOOD FENCE / DBLE. LEAF GATE Ex. Trees & Vegetation (To Be Removed) SLAB (Set. bvf.;) p' Ex. Trees & Vegetation 12 TBR Approx. Location o --, the Ex. San. Sew. Lateral (To Remain in Service) I Ex. Stone I Retaining Wiall \ (To Be Removed) I Ex. Gravel I Driveway I I 5' CONC. / S STEPS 5' CONC. ALK 8" x 6" REDUCER s� G. 2 CSTOP 0, COP, / A 2"0 COPPER. 8"0-45 BEND & T.B. 2' NDC --_ 20' WATER EASEMEN 2' CURB CUT C' nAm/1KI('_ CFTRA(-.K \ 15"0 INV. / \` IN = 645.5 $"0 INS. VALLEY MILL ROAD 'k WITH EXTENSIVE SLOPE OUT = 640.22 \& CLEARING VA. SEC. RTE.659 _ 50' R-O-W POSTED ADVISORY SPEED LIMIT = 20 MPH ID I QTY. SCIENTIFIC NAME COMMON NAME SIZE REMARKS ASL 7 Acer saccharum 'Legacy' Legacy Sugar Maple 2"-2 1/2" cal. QP 6 Quercus phellos Willow Oak 2"-2 1 /2" cal. TBR 94 Taxus baccata 'Repandens" Dwarf English Yew 3 gal. cont. 24"-30" at time of planting IRF I f � 2 Q) C) (c) II _J J U � Q WCOa Q a � 0 a I W )ENCHMARK R. R. SPIKE IN POWER POLE / ELEV. = 615.44 LEGEND / /ABBREVIATION DEFINITION BM BENCHMARK CMP CORRUGATED METAL PIPE CO SANITARY CLEAN OUT E. P. EDGE OF PA VEMEN T F.F. FINISHED FLOOR ELEVAM F.H. FIRE HYDRANT GA GUY ANCHOR INV. INVERT TW TWIN MAPLE 0 SPRUCE WOOD LINE UTILITY POLE --�-- O/H UTILITY LINES x (637.8) EX. SPOT ELEVATION _) m C� '5 CL r U Li Li O z V) > 0 CL rn FL- 0 I b O*d Z J Z U dc Ij.` 0- LAJ _ 0_ 0 Q U U J W ~Uj 4Z J Q N 0 Z Q 0 cc Q � Z UCD Z J LL_ Q > —' O Q Y QZ�—U O � 3 La Cn W C)CD W U Q no` W La 3 Z_ F— LLJ W O W U y U O m a- wi d J O O N N r.0 0 0) rn V r` r -N Lr) if) � I I N N cD cD O 0 Y �0) O O h C)R C) 4-1 N m C O � A-- C) OL .. _N X � °' i° Q N Q O r� a �LTH OF 70 t TIMOT6,G. PfTINTER 9 No. 1 0 Ado G ti �SSIONAL SURVEY: C. I.: Marsh & Legge 2' Land Surveyors DRAWN: JOB NO.: TGP 9610013 SCALE: DATE: 1 "=20.0' 10-15-96 SHEETC 3 /C 5 EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE 0000000000000000 CONSTRUCTION (;E 000o00o000000000 000000000 N0�0202020?0?0?020-1 ENTRANCE 3.05 SILT FENCE SF X X X X 3.07 STORM DRAIN �P ©' INLET PROTECTION 3.19 RIPRAP RR 3.30 TOPSOILING TQ TO 3.32 PERMANENT SEEDING PS PS 3.35 MULCHING-- OA kF HOLLIOA Y CONSTRUCTION P/N.• 55-A-56F 0. B. 86J,, Pg. 1735 ZONED.• RP USE RES/CEN17AL LI _ 610 - - 6p6 )Rs S4630S6 "E agn - - \ 620 SF _. TO PS MU P P � \ 610 , 37. RI -A, To 34 NOTES: 20 0 20 60 : m 1. Boundary information shown hereon is based on an actual field run survey made on September 18, 1996. 2. Vertical datum is based on USC&GS mean sea level. S C a I e 1 20 f t Topography shown hereon is based on field run survey made on September 26, 1996. z I CL W _- - \ � 590 p _ 393. � 5' PARKING SE1' K �5' B.R.L. TO PS MU x x ''--- x \ PROP. DUMPSTER' I Z 6' WOOD FENCE --' _ W/ DBLE. LEAF GATE ` J To - ees Vegetation CL �-- Be mo d \ a _ I Lai Z r fix. Trees do etotion sSF I U th ALocation of I a the EEx.x. S = Son. Sew. Lateral ` ` Q I CD INV.=635.94 8.6 \\ 38.3 o Remoin in Service) J W i - �� `a,�� INV. UT=635.84 20,R / _ ., \ I � I I I 0 � � 40 Ex. Stone Ex. Grave! I SF 1 I J Q Z - / \ SF 40.7 Retaining Wall \ Driveway IP4 /.5 5 e. \ 371 I 1.41I II I Y II U aC W�w } Ex. Stone Wall , lal:m 0 m J � / To Be Removed) u I O �56.2 6 f O P SF � \ O EFM6] Ex. Windmill I a q Z LA- C) \ o F I I 45.5 « « *43.9 *43.7 J Q Y 4 2 __J__._ o STEP NC. ' a Z - Q Q } 45. \ 1 a Q \ �.© 43.2 4 I O o V 45.7 5.751� 4, a 640 \ Ear free D 6' CONC. 1LLJ ,` (To Be Removed WALK J ~ Q Q'z ) � C� Cb , o I to z \ � I 0 ME 1, _ / O J/ �� �� I ''r 4 4 ���-f II Q 3.6 I 43.6 6 G� Z Y Li. (A J O _ - a��i p 44.0 ,�O U I i Q J EX.. M.f . SHALL BE rp�� o (o Z) �i ,` I I O =- Q J O - 44.1 O LOWERED TO MAT' ` Ar ,� ti v. (FUTURE I $F I 1 Q THE PROPOSED TOP I 6' CONC. m u 44.7 44.t (J,� 2 1 Ex. Conc. G> OF CURB. (USE FLAT OR 44 43.9 ' Patio HDCP LANDING �, 2 W W Z J� FRAME & COVER) 4.0 CONC. I I Z �u j 44. W "710 O I H Z In 44.4 Ln I I U U 0 Q ROSE M VOR/AL FOU W W U I 40.56 /yDAT/ON 4 8 N 650 - _ _ \ �� 4 R g» 0 -4 BEND 4.4 ���� a P/N. 55-A-56 I c " 1 N HMARK 0 m R, R, SPIKE IN O • & T.B. D. B. 693, P9 335 I ' 0- Tree � - / To Be Prot ted.� . �� - _ RIM-646.53 • :POWER POLE ;1- Al Jc, R 6 _ 6 INV. IN=640.93 ZONED. RP ELEV.=615.44 INV. OUT=640.92 a5. t EX. (�'SE. RES/DENT/gL ¢ c,, 44. ! 4'0 SAN. SEW. �� �"""�' x: a / oo / v 8/ LATERAL, -SEW. DR-26 --,{; , 44, x I 1 e O A 0' A • 2.08% SLOP ,�.. O 5.1 CONC. 4 - 44.6 I / O ROBERT tf! KOON \ \ 46.0 HDCP RAM 4"� C.O. ASSY. 45.75 CONC. 4. 45.6 Inv. = 641.66 PATIO j I 1 N N PIN- 55-A-55 / 44.0 •- O M D.B. 568, Pq.. 979 \ \ 0 PS MU 45.7 Ex. Tree 45. F 5.2 I 1 � O 60' Ex. O H (To Be Removed I I / N ZONED.• RP �v� \ �, JO / / Elec., Tele, I N to JR i 62'R 50'R CONC. Jc T.V Cable Lines x USE' RES/DENTIAL� J�� \j 45. 45 - 45 5 7DCP RAMP (To Be Relocated) :� 4 0 N N 45.7 I / -610 (D (0 o c0 c0 \� \ o���Pw � 3 �� / � PROPOSED ADULT CARE FACILITY ONE STORY, MAIN FLOOR \ I 45.9 CONCRETE HGHT.r 25' ; V .� 00 8"x8" TEE o� / 6 45.7 ENTRANCE ADDITION AREA- 4400 Sq. "Ft. SLAB -ON -GRADE 5' CONC, U L & �? / 45.6 645.7$ 635.6'1 BASEMENT AR& T p � � o > Ln Ln PROP. YARQ B.F. x I \ O p � T It It `� 8"0 G.V. Box = 635.61 B.F. = 635 61 - 200'R / 46 6' DRAIN ASSY: USELICENSED HOME FOR ADULTS 38.7 o L 4 TOP = 644.80 ` .6 O PROP. ES-1 \ > - PROP. 30'-80 PVC, SDR-21 8�0 IN 1-1/2" METEf� /' p� 641,30 Ex. Pole V) O 8 0 OUT &VAULT I o 15"0 INV IN 654.00 � \ • � STORM DRAIN ® .33% = 64'1.10 To Be Removed y 6 0 ���ONC. N L s © PROP. DI-1 \ 65p` TRASH STORAGE ( ) G.V. cv N 4-1 �_ SLAB -ON -GRADE & Box % O a - TOP = 653.70 7o <� Ex ole (0 PROP. YA) aD -� 3' D. EN 5 g / \ a0 / EG 15' 0 INV. IN = 651.00 _ \ 35.54 b � 0.- p� 0 15"0 INV. OUT = 649.00 NOTE: TEMP. ENTRANCE TO BE � � � PROP. 1 �,�p RC � � DRAIN ASSY. D. 10'R TO PS MU 5';, CONC. REMOVED WHEN FUTURE ENTRANCE 656 STOR SEWER ® 00% TOP = 645,25 \ bLK I GD 8"0 OUT _ NDC 45. b.4 n ' © PROP. ES-1 - IS BUILT FOR R/W DEDICATION. - 642.00 45 45.4 .7 45.5 \ 35.5 } \ V ABBREVIATION DEFINITION Q 0 150 INV OUT = 645,50 i 8 ��45' BEN . h \ / \`\ IP T. -- F. 20' �` 01' 8"x6» I �, \ r� OD PROP. DI-3B, L=10' PROP. ES-1 3,0 & B 45 "� "� O BM BENCHMARK R- , 49.0 F.H. 7. E 45.3* .� REDUOER SF TOP = 636.50 15' 0 INV. . 4 6 9 35' B.R.L. _..�- 15"0 INV. OUT= 628.00 IN = 654.0 CE -- / 0 40'R CMP CORRUGATED METAL PIPE ' E F.H. o * O'R 10'R -- _ 2" CORP STOP \ O PROP. YARD DRAIN ASSY. IP o4 , \� 4.6y R 4N. `� SPHALT \ 2"0 COPPER 11g \ CO SANITARY CLEAN OUT V M NT "0-45' BEND /¢� / ��LTH OF Y TOP = 644.80 REGRADE DITCHLINE \�'`�_ A� �• •`� yt 4 0'1 _�+ 46 4 I 8"0 FIRE LINE ` . ' � � � & T.B. � E.P. EDGE OF PAVEMENT f 8"0 INV, IN= 641.30 TO PROP. ES-1 ,y 3 SECTION "B"\�•. 8"0 INV. OUT= 641.10 6 55.9 I R ✓ ,Y STORM DRAIN ® 2.2% - 2' NDC -_-- PROP. 40'-8"0 VC, SDR-21 100'R 1 Ex Line 6 56 ____�1 / /y \ F.F. FINISHED FLOOR ELEVA�(bN Q r• .- Sewer ` ; F PROP. YARD DRAIN ASSY. an � 6co��� 6g / J �` SF � � , , 0.8 .R. SPIKE lat~_ _ _ � , 'fo PS M + TIMOTHY ',G PAIMER 9 O L ' - . TO PS MU POWER POLE -..`rt: O F. H. N 0 TOP = 645.00 RIM=655.65 �. �. _- �• 2 1 � �-_ - R � � � , % � FIRE HYDRANT o. i826 8"0 INV. OUT= 642.00 INV. IN=650.34 �� - _ �� 9 ' ELEV.=650.07 i EX. FIRE HYDRANT - \ / �v INV. OUT=650.24 ASSY. SHALL BE - 66.88 p / GA GUY ANCHOR �o cU REMOVED & RELOCATED r- _ X. o e 5' P 1NG SETBA +i3\ j s?c � R -•_, I AS SHOWN. `\ 00 650 C (To Be Reset to 4 .O , „ T 1 i ` � / - 4, INV. INVERT SSIONAL � �--65 -_L_ - -� PROP. 104'-15"0 RCP _ \ �/w J __.- j \ TWIN .. -, TW STORM SEWER � 3.37% � _ � SURVEY C. - MAPLE Marsh & Legge 2' PROP. ES-1 `� ` Land Surveyors CONNECTION TO THE \� 15"0 INV. SPRUCE IN = 645.5 8"0OUT INV VALLEY\ MILL ROAD \ DRAWN: JOB NO.: EX. 6" MAIN. \ � OUT = 64.0.22 �� ` 6' x8" INCREASER, & BOX N \ VA. SECS. RTE.659 TGP 9610013 �--./� / �-�.J WOOD LINE 8" 0 45' BEND & T.B. `so �'-- --_ cJ 0 R\- O - W UTILITY POLE SCALE: DATE: POSTED ADVISORY SPEC D LIMIT = 20 MPH FINAL SITE PLAN 1"=20.0' 10-15-96 moo ►R `IED -\-- O/H UTILITY LINES #F ASHEET D/ts•I` ... /,Z,� 7 x (637.8) EX, SPOT ELEVATION C4 /C5 ABBREVIATIONS TRIP GENERATION: ROBERT E. ROSE MEMORIAL ADULT CARE FACILITY: FULL DEVELOPMENT NURSING HOME - OCCUPIED BEDS: (WEEKDAY) Ln(T)=0.86O(Ln(X)) + 1.604 T = TRIPS/DAY X = NO. OF OCCUPIED BEDS TOTAL: Ln(T)=0.860(Ln(26) + 1.604 -> NURSING HOME - OCCUPIED BEDS: (SATURDAY) Ln(T)=0.693(Ln(X)) + 2.208 T = TRIPS/DAY X = NO. OF OCCUPIED BEDS TOTAL: Ln(T)=0.693(Ln(26) + 2.208 -> CONTROLLING TOTAL -> B B.F.ASSASSEMBLY QQB.F. BASEMENT FLOOR RO"�-- E MEMORDBILK. BLOCK o ON BC BOTTOM OF CURB BP BREAK POINT CG-2 CURB CG-6 CUB CG-6R REVERSED GUTTERED CURB & GUTTER %CMF CONCRETE MONUMENT FOUND ,.,q,ENTER FOR V"����MMUN TY L V NU CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH C.O. CLEAN OUT d OVALLEY LLnOOAD EOP EEDGEEOFFPAVEMENT F.F. FIRST FLOOR 5F.C. FIRE CONNECTION FG FACE OF GUTTER Go. GAUGE m A GV GATE VALVE EDE HDCP HANDICAP 9 HTR. HEATER HHIGH POINT 19, ��11 U N OF IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT \\ MPD MULTI -PRODUCT DISPENSER 1 , (_ �� ji k t. I I, MH MANHOLE L -- ;�/ NDC NOSE DOWN CURB N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE , l: is ,. � r.• i � PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RED. REDUCER —�•' ` COR-O-W RIGHT-OF-WAY COUNTY OF FREDERICK R.O. ROCK OUTCROP STD. STANDARD LJ T.B D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED & PROTECTED J T.B. THRUST BLOCK '�. TEL. TELEPHONE TC TOP OF CURB TYP. or Typ. TYPICAL J �` UGE UNDERGROUND ELECTRIC ' •,� ,, (' 1 J , - WL WATER LINE WM WATER METER 1 ��'• _ 5'R RADIUS IN FEET rr ;. INDEX TO COUNTY LOCATION VICINITY MAP 1 " = 2000' I I P.I.N. 55-A-56F 1 I I PROP. REALIGNMENT OF VERA V. DOVE VA. SEC. RTE. 659 I I I (VALLEY MILL ROAD) _ _ _ _ _ S46 30'56 "E _ _ 393.16' I PROP. STAFF I J I STEEP PARKING AREA / SLOPES a °j r\ L� L.I w \ / / PROP. VISITOR - / I LI I PARKING AREA STEEP SLOPES a� M\ CONSTRUCTION PROPOSED ADULT LIMITS CARE FACIDITY ' I J L PATIO / x 26 P.I.N. 55-A-55 ��\ ���� i PROPOSED ADULT / h / = MYRTLE A. KOON � CARE FACILITY �/ O / ROP. PORTE ADDITION �\ COCHERE 82 TRIPS (WEEKDAY) .3.000 \ �R= 148. 6' X = 26 — N?4. PROP. SERVICE R_ 79.70' — -- --_ -- — —DRIVE \�66.88 N46102'32"W 113.6.3 87 TRIPS (SATURDAY) �' � � � — — ,i / P.I.N. 55-A-182C 87 TRIPS/DAY (SATURDAY) VALLEY MILL ROAD FREDERICK-WINCHESTER ! P.I.N.55C-3-5 VA. SEC. RTE.659 JOSEPH A. D ARCANGELIS i -- P.I.N. 55C-3-4 �. / MARK E. do SHELBY D. TODD P.I.N. 55C-3-1 A P.I.N. 55C-3-3 P.I.N. 55C-3-2 P.I.N. 55C-3-1 CARLISLE FEDERAL HOME LOAN JEFFERY A. do ESTATES MORTGAGE CORP. DENNIS D. do PAMELA DENISE LORRIE L. COLONS GILLUM CARLISLE ESTA TES F_D_'ANTE'rE_)_i-LEWM, P.L.C. WiN(_;H Sf Fi. VIRC'MA 22601 ` 9� x TIMO PAINTER > No. 18260 The undersigned owner(s) agree to dedicate to the Virginia Department of Transportation at a time to be determined by VDOT those areas identiSed on this sits plan as proposed right-of-way and proposed temporary construction easement. The purpoae of said righ"f way and easement being for the relocation and construction of Route 659 and further identified as VDOT Project #0666-034-118, C502, D623, B622. The owner Acknowledges that plans far the aforesaid project as they affect his property have been fully explained to him or his authorized representative. Furthermore the ownor agrocs for himself, his heirs, assignees, and euccessore that no claim for compensation and/or damages shall be made upon VDOT by reason of the proposed right-of-way and easement locations and/or construction of the aforementioned project. , Rose Foundation ROBERT E. ROSE MEMORIAL FOUNDATION LIST OF DRAWINGS SHT. C1/C5: COVER SHEET SHT. C2/C5: GENERAL NOTES & DETAILS SHT. C3/C5: LAYOUT & LANDSCAPING PLAN SHT. C4/C5: SITE GRADING PLAN SHT. C5/C5: PROFILES & CONSTRUCTION DETAILS APPROVED BY THE ZONING ADMINISTRATOR COUNTY OF FREDERICK, VIRGINIA Z�` ZONING ADMIMSTMTOR i DATE SITE PLAN SHALL BE VALID FOR A PERIOD OF (5) RVE YEARS FROM DATE OF APPROVAL. SHEET: C1/C5 FILE NO.. 9610013 GENERAL NOTES: R099RT R. ROSE MEMORIAL FOUNDATION 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE CENTER FOR COMMUNITY LIVING COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES PROJECT: ROBERT E. ROSE MEMORIAL FOUNDATION ACT, WHERE APPLICABLE. CENTER FOR COMMUNITY LIVING 549 VALLEY MILL ROAD 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND WINCHESTER, VIRGINIA 2.2602 SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. OWNER/ ROBERT E. ROSE MEMORIAL FOUNDATION DEVELOPER: 365 NATIONAL AVENUE 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS WINCHESTER, VIRGINIA 22601 UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE (540) 667-1919 THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. AGENT[ READER & SWARTZ ARCHITECTS, P.C. APPLICANT: 15 EAST BOSCAWEN STREET 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE WINCHESTER, VIRGINIA 22601 INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT (540) 665-0212 SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES ENGINEER/ PAINTER - LEWIS, P.L.C. PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE LANDSCAPE 302 SOUTH BRADDOCK STREET, SUITE 200 ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, ARCHITECT: WINCHESTER, VIRGINIA 22601 THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. (540) 662-5792 CONTACT: TIMOTHY G. PAINTER, P.E. 5. ALL. PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. PARCEL INFORMATION: 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN PIN: 55-A-56 APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. SITE AREA: 3.292 Acres 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED ZONING: RP RESIDENTIAL PERFORMANCE DISTRICT BY MARSH & LEGGE SURVEYORS, P.L.C. THE TOPOGRAPHIC INFORMATION IS BASED ON U. S . G . S . DATUM AND' A CONTOUR INTERVAL OF TWO ( 2' ) FEET HAS BEEN PROPOSED USE: ADULT CARE FACILITY ESTABLISHED FOR THIS PROJECT. CURRENT USE: RESIDENTIAL 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. ZONING REQUIREMENTS: 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. DENSITY: PARCEL COVERAGE MUST NOT EXCEED 70% COVERAGE (BUILDINGS & DRIVE AREAS < 2.3044 Ac.) 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH'THE APPROPRIATE UTILITY COMPANY, SETBACKS: FRONT: 35 Ft. WHERE APPLICABLE. REAR: 50 Ft. -SIDE: 15 Ft. CONSTRUCTION NOTES: BUILDING HEIGHT: 35 Ft. EROSION AND SEDIMENT CONTROL: PARKING: 1 SPACE PER THREE (3) ROOMS 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE PARKING REQUIRED: WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND 24 ROOMS/3 -> 8 SPACES SEDIMENT CONTROL HANDBOOK. TOTAL SPACES REQUIRED: -> 8 SPACES 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE LANDSCAPING AND PROPERTY BOUNDARIES. SCREENING: RA & RP DISTRICTS: RESIDENTIAL SEPARATION BUFFERS 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. PROPOSED DEVELOPMENT: ADULT CARE FACILITY THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS - RENOVATION OF EXISTING RESIDENCE AFTER THE END OF CONSTRUCTION. - 1 STORY w/BASEMENT, HGT.: 25'-011 - AREA: 4,077 Sq. Ft. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES - ROOMS: 10 EA. SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL PROPOSED ADDITION BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 1 STORY w/BASEMENT, HGT. 25'-0t1 -AREA: 7,928 Sq. Ft. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT -ROOMS: 14 EA. CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL FRONTAGE:: 694.24 Ft. INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND PARKING: 13 SPACE'S MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING (2 HDCP ACCESSIBLE SPACES) SPECIFICATION: SEEDBED PREPARATION: LOT COVERAGE: BUILDINGS/STRUCTURES: 11,601 Sq. Ft. A. SCARIFY THE TOP 1"-211 OF TOPSOIL AFTER THE FINAL GRADES HAVE (0.2663 Acres) BEEN ACHIEVED. PARKING/DRIVE: 20,041 Sq. Ft. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb (0.4601 Acres) /1000 sf). SEED TYPE: RATE: MIN. PURITY(%) MIN. GERM.(%) TOTAL AREA: 31,642 Sq. Ft. KENTUCKY BLUEGRASS 45 lb/Ac. 97% 85% (0.7264 Acres) RHODE ISLAND BENT 10 lb/Ac. 95% 65% K-31 TALL FESCUE 27 lb/Ac. 95% 65% STEEP SLOPES: 76,193 Sq, Ft. DISTURBED AREAS: ANNUAL RYEGRASS 9 lb/Ac. 98% 85% (1.7492 Acres) 7150 Sq. Ft. (9.4%) MULCH: 1.5 Tops/Ac. SMALL GRAIN STRAW FERTILIZER: 1000 lb/Ac. 10-10-10 OPEN SPACE: 111,757 Sq. Ft. (77.9%) (2.5656 Acres) 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS'AND -Open Space is considered to be all lawn and slope OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-0-W. IT IS areas within the property boundaries. THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO LANbS�CAPING: ALLAY DUST AT ALL TIMES. PARKING AREAS: 1 TREE PER 40' PERIMETER EXCAVATION AND GRADING: (466' PERIMETER/40' = 12 TREES) 1.. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND 3' HEDGE ALONG R-O-W & ADJACENT PROPERTIES GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. (328' PERIMETER HEDGE) - HEDGE SHALL BE PLACED ALONG THE PARKING AISLES FOR BETTER SCREENING 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - AND FUTURE CONSTRUCTION OF PROPOSED ROADWAY. SITE FOR LATER USE. ALL REMAINING TOPSOIL SHALL BE SPREAD OR REMOVED 5% INTERIOR LANDSCAPING ISLANDS OFF -SITE AS DESIRED BY THE OWNER. (8,200 Sq. Ft. X 5% = 410 Sq. Ft.) 1 TREE PER 10 PARKING SPACES 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE (9 SPACES/10 = 1 TREE) CONTRACTOR AND APPROVED BY A CERTIFIED GE'OTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 811 OR LESS AND SHALL BE COMPACTED PROVIDED: PERIMETER: 7 LEGACY SUGAR MAPLES TO 95% OF ASTM D-698 MAXIMUM DRYDENSITY, OR AS DIRECTED BY THE 6 WILLOW OAK GEOTECHNICAL ENGINEER. 82 DWARF'ENGLISH YEW HEDGE 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES INTERIOR OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. ISLANDS: 1580 Sq. Ft. 5. ALL LANDSCAPED AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 611 TOPSOIL, INTERIOR GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. TREES: 1 WILLOW OAK 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. ZONING NOTES: 1. NO OUTDOOR SIGNS OR EXTERIOR LIGHTING FACILITIES ARE PROPOSED FOR THIS SANITARY SEWER AND WATER UTILITIES: ADDITION. 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.S.C.A.) ON THE PLAN. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY 3. NO AREAS OF THIS SITE SHALL BE USED AS OUTDOOR STORAGE AREAS. F.C.S.A. CONDITIONAL USE PERMIT CONDITIONS: 3. THE DOUBLE DETECTOR CHECK VALVE BIACKFLOW PREVENTION SYSTEM SHALL BE 1. A SITE PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE OF ANY INSTALLED ON THE PROPOSED FIRE LINE. THE ASSEMBLY SHALL BE INSTALLED BUILDING PERMITS BEING ISSUED. INSIDE THE BUILDING IN THE MECHANICAL ROOM AREA. A REMOTE READOUT SHALL BE INSTALLED WITH THE ASSEMBLY. 2. ROBERT E. ROSE MEMORIAL FOUNDATION, INC. MUST COMPLY WITH ALL 4. ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. AN REQUIREMENTS OF THE STATE AND COUNTY CODES PERTAINING TO CONVALESCENT APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES & NURSING HOMES AT ALL TIMES. PAID AT THE TIME OF APPLICATION. 3. ANY EXPANSION OF THIS FACILITY WILL REQUIRE THE SUBMITTAL AND APPROVAL 5. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 411 DIA. PVC OF A REVISED SITE PLAN AND C.U.P. PIPE AND RUN AT A MINIMUM GRADE OF 2. 08% THE SERVICE SHALL BE CONNECTED 4. ALL REVIEW AGENCY COMMENTS MUST BE ADEQUATELY ADDRESSED AND CONTINUALLY TO THE EXISTING 811 SANITARY SEWER MAIN WITH A TEE-WYE FITTING AND ADHERED TO ALL TIMES. INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 6. THE 210 DIA. COPPER WATER SERVICE SHALL BE INSTALLED AS SHOWN. 7. THE F.C.S.A. MAINTENANCE 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 18t11-21"; 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. 8. THE EXISTING FIRE HYDRANT ALONG VALLEY MILL ROAD SHALL BE RELOCATED AS INDICATED ON THE PLAN. THE NEW FIRE SERVICE LINES SHALL BE CONNECTED AT THAT LOCATION AND RUN INTO THE SITE. ALL MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 9. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AS INDICATED ON THE PLANS. NO STORM WATER MANAGEMENT FACILITY HAS BEEN PROPOSED FOR THIS SITE DUE TO THE PROXIMITY OF THIS SITE TO THE EXISTING FLOOD PLAIN AND THE MINIMAL INCREASE IN STORM WATER BY THE ADDITIONAL DEVELOPMENT OF THIS PARCEL. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE OFF -SITE DRAINAGE CHANNELS BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. 3. STORM WATER CALCULATIONS: EXISTING CONDITIONS: AREAS: "C" Value BUILDING: 0.084 Ac. 0.9 DRIVEWAY: 0.122 Ac. 0.7 STEEP SLOPES: 1.749 Ac. 0.7 LAWN AREAS: 1.337 Ac. 0.35 TOTAL AREAS: 3.292 Ac. 0.56 -> WEIGHTED "C" Value RATIONAL METHOD: Q10 = (C)(i10)(A) Q10 = (0.5.6) (7.0) (3.292) Q10 = 12.97 cfs PRE -DEVELOPED CONDITIONS PROPOSED CONDITIONS: AREAS: "C" Value BUILDINGS: 0.266 Ac. 0.9 PARKING: 0.460 Ac. 0.9 STEEP SLOPES: 1.749 Ac. 0.7. LAWN AREAS: 0.817 Ac. 0.30 TOTAL AREAS: 3.292 Ac. 0.64 -> WEIGHTED "Crr Value RATIONAL METHOD: Q10 = (C)(i10)(A) Q10 = (0.64)(7.0)(3.292) Q10 = 14.75 cfs POST -DEVELOPED CCONDITIONS Q10 (Post) - Q10 (Pre) = Net Increase 14.75 cfs - 12.97 cfs = 1.78 cfs (13.7%) Increase THIS INCREASE IS VERY NEGLIGIBLE COMPARED TO THE ENTIRE WATERSHED AND IT IS FELT THAT NO MANAGEMENT SYSTEM IS WARRANTED. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND ON -SITE DRIVE AND PARKING AREAS SHALL RECEIVE A MINIMUM PAVEMENT SECTION IOF 6t1 21-B STONE, FINISHED AND COMPACTED AND A SURFACE COURSE OF 211 SM-2AL BITUMINOUS CONCRETE, FINISHED AND COMPACTED. 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 V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO V.D.O.T. STANDARD CG-6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V.D.O.T. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED B'Y THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 3. BUILDING NOTES: ADULT CARE FACILITY BUILDING & ADDITION: CONSTRUCTION TYPE: 5B, UNPROTECTED & 5A, PROTECTED USE GROUP: I-1 & I­2 MAR- 8-37 MON 12:59 FREDICK CO CT COMMON18 April 25. 1996 17036780682 P.01 FILE COPY COUNTY of FREDERICK Department of PbmWng and Development $40/665.5631 BAR: S40/678-0692 Center for Community Living do Robert $.1osa Memorial FaundatioN laic. Am. Kerm Sdiroeders Chairman 363 NzfwtW Avenue Winchester. VA 22601 RE; CUP M)OZ-96 of ROBERT L ROSE MEMORIAL FOUNDATION, INC.; P.I.N. 55-A % This letter is to confirm action taken by the Frederick County Board of Supervisors at gear meeting of April 24, 1996. Your Conditional Use Permits N002-96, to operate a, licensed home for adults and adult care ficility, was approved by the Board of Supervisors with the following conditions: 1. A site plan must be submitted and approved prior to any building permiits being issued. 2. Applicant must comply with all requirements of the state and county codes pertaining to convalescent/musing homes at all times. 3. Any expansion of this facility will require a revised site plan and a mAsed CUP. 4, All review agency comments must be adequately addressed and continually complied with at all times. If you have any questions regarding this action, please fat fry to call this office. sincerely, i Kris C. Tlemay, AICP Deputy Planning Director KCT/cg . cc: Commissioner of Revenue DUMPSTER PAD & PERIMETER FENCE DETAIL N.T.S. SCALLOP TOP ^1 FENCE, AS SHI 2x6 TOP RAIL 1"x6" FACE BC TOE NAIL EA. W/ 2-8d (EA. 2x6 TOP RAIL 8'-4x4 POST I 2x6 BOTTOM. I ATTACH RAILS W/3-1 Od(EA. I 12" DIA. POST FILL W/CONC. NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE BUILDING & PARKING AREA. THIS WOOD FENCE DETAIL SHALL BE USED FOR THE PERIMETER FENCE ALONG THE STONE WALLS & THE COURT YARD AREA, AS WELL. THE HEIGHT OF THE FENCE ALONG THE STONE WALLS & THE COURTYARD SHALL BE FOUR (4') FEET. CONSTRUCTION SHALL BE PROPORTIONAL TO THIS DETAIL. I i Surface- Crusher Run Aggregate No.25 or 26 jo1 ow I �1z WW I I Note Lengths of culverts shown on road plans for entrances are approximate and shall be adjusted to obtain above roadway widths. 602.02 Cul Note, All entrance grades shell start back of the shoulder line. If drainage Is necessary, the G \ ditch line may be moved bock to provide. at least 9° of corer over pipe, as shown at right. ti „�. `$V �b�.r �t 12' or existing width whichever is greater. dad Entrance grades are to be smoothly tied We \ the roadway by rounding as necessary. \ \ C Iv I I�zl ILUWI Entrances in fill to be same as above except location of culvert (when necessary) STANDARD PRIVATE ENTRANCES VIRGINIA DEPARTMENT Virginia Department of Transportation Staunton District Rev 7/95 E[!n7l:X"r_E page 1 of 2 GENERAL NOTES FOR 411101111M.1110 PLANS VDOT General Notes Vl. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook,Sec 3.02. Furthermore, access to other properties affected by •.. this project shall be maintained through construction. p a gv a E � z° J W a F- z W z w a a z U a J a M olo rq C O 00 =° °75 75 2 IY 02 W a / z a W ID a&�i SPECIFICATION I o�o�ml H z Z W C) CL O Ct FN- J L0 W w X 0 H O W F- F- _ O U Q M O SEMI W in ® J J W Q W C W 0 O ~ O O J J ~ O < Y V W W ® W t� W Li � O C) _J J O W F- W ® O � W C-) O M W O CL d J IL o O N t O N V) (n ID04 r L Lo .N O N N O cQ t0 tz-A•L o 0 U .°= '- R0> v .��L0 n„ a t` v C l� con o O � � C O X 6 3 W ® (v IN 0 IN f0 ®�;tizHf o`nnr� .� Y✓ TIMOTHY G. PAINTER No. 18260 3/3/97 �,�v G SSIONAL SURVEY: C. I.: MARSH & 2' LEGGE, P.L.C. DRAWN: JOB NO.: N/A 9610013 SCALE: DATE: AS SHOWN 10-15-96 EET: C C 107 North Kent Street • Winchester. Virginia 22fAl Rt1 R l HDCP SYMBOL — (WHITE) SOLID BLUE BACKGROUND HANDICAP PARKING DETAIL N.T.S. —� HANDICAP SIGN 6' MIN. BEHIND SIDEWALK NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. * 8' TYPICAL FOR VAN ACCESSIBLE SPACES & HANDICAP SIGN DETAIL N . T. S. RESERVED P''"G 12" x 18" STD. 12" x 6" STD. STD. U—CHANNEL POST PROP. GROUND IRS 0 5' TYPICAL FOR OTHERS. I - SF OA kF HOLL/OA Y CONS7RUCT/ON PIN.- 55-A-56F D.B. 86J,, Pg. 17J5 ZONED.• RP USE- RES/DENT/AL S46 730'56 "E I �o J oe jq �. O ll 1_01 I PF / ROBERT E. ROSE MEMORIAL FOUNDATION / P/N: 55—A-56 D.B. 69,3, Pg. .3.35 / ZONED.• RP p1 CURRENT USE.- RES/DENPAL /� OP / PROPOSED USE.ADUL T CARE FACILITY LOT AREA.' ,3.292 Acres 41 �V O -�. V / '14 EX. M.H. SHALL BE LOWERED TO MATCH THE PROPOSED TOP OF CURB. (USE FLAT TOP FRAME & COVER) 2� ** USE UNI—FLANGE BELL RESTRAINERS SERIES 1350 FROM STA. 10+35 TO STA. 13+73 m l���. POBERT K! KOON \ \ PIN.- 55—A-55 \ \ 0. B. 568, Pg. 979 ZONE0.1 RP USE RESI0EN17AL 8"x8" TEE o,:. 8"� G.V. 3 4o- NOTE: TEMP. ENTRANCE TC O PROP. ES-1 REMOVED WHEN FUTURE El' 15"0 INV IN = 654.00 _ IS BUILT FOR .R/W DEDICAI © PROP. 'DI-1 ny"fix. TOP = 653.70 `— PROP. y 10 RC? I D 'P INV. IIV = 03 1 .uu RLUUNZ-31 MU%- I LT. 150 INV. OUT = 649.00 TO A STANDARD V( © PROP. ES-1 150 INV OUT = 645.50 PF OD PROP. DI-3B, L=10' IN 1 t TOP = 636.50 150 INV, OUT= 628.00 O PROP. YARD DRAIN ASSY. REGRADE DITCH—LIN TOP = 644.50 TO PROP. ES-1 8"0 INV. IN= 641.30 TO INV. OUT= 641.10 E> O PROP. YARD DRAIN ASSY. TOP = 645.00 TO INV. OUT= 642.00 FUTURE R.O.W. DEDICATION PLANT LIST ID QTY. SCIENTIFIC NAME ASL 7 Acer saccharum 'Legacy' OP 6 ,, Quercus phellos TBR 94 Taxus baccata 'Repandens" Q PROP. 20'-15"0 RCP 1—F.H. SY. S1rORM SEWER ® 0.00% 1 —6"0 G.V. & BOX 1 —8"0 G.V. & BOX 1 JT. 8"0, SDR-21 PIPE 28 TBR 113.63' PROP. DUMPSTER 6' WOOD FENCE w/ DBLE. LEAF GATE Ex. Trees & Vegetation CONC. (To Be Remove SLAB (Sep D'Of.) i,-.Y..-__i t Y D' Ex. Trees & Vegetation 12 TBR J K A Appriox. LocEt on Lf f the Ex. San. Sew. Lateral (To Remain in Service) I > �Ex. Stone I Retaining Wall \ (To Be Removed) I Ex. Grovel I Driveway I I 2' NDC 20' WATER EASEMENT 2' CURB CUT 11 r AMVIKI(' C�-TPAC:K NOTES: 1. Boundary information shown hereon is based on an actual field run survey made on September 18, 1996. 2. Vertical datum is based on USC&GS mean sea level. Topography shown hereon is based on field run survey made on September 26, 1996. CURVE LENGTH RADIUS TANGENT DIRECTION C1 25.76' 602.00' 12,88' N88'15'28"E 25.76' C2 54.28' 188.00' 27.33' S84'41'48"E 54.09' C3 47.24' 48.00' 25.73' N75'22'57"E 45.35' C4 29.07' 32.00' 15.63' N73*11'16"E 28.08' C5 56.33' 62.00' 30.28' N73'11'16"E 54.41' C6 56.39' 38.00' 34.83' S85*22'52"E 51.35' 393.16' 5' PARKING SETBACK 15' B.R.L. 5' CONC. / STEPS 5' CONC. ALK 8" x 6" REDUCER 2" CORP T P S 0 2"0 COPPER 8"0-45 BEND / & T.B. 15"0 INV. \� IN = 645.5 81,0 INV.WITH VALLEY MILL ROAD * WORKE&TCLE RIINGLOPE -- OUT = 640.22 VA. SEC. RTE.659 / 50' R - O- W _--- -�- COMMON NAME SIZE REMARKS POSTED ADVISORY SPEED LIMIT = 20 MPH Legacy Sugar Maple 2"-2 1/2" cal. Willow Oak 2"-2 1 /2" cal. Dwarf English Yew 3 gal. Cont. 24"-30" at time of planting EX. , 6" _MAIN. ' — ' ' " INSTALL A 6" G.V. & BOX, 6" X8" INCREASER, & TO 45' BEND & T.B. i 20 0 20 60 I m Scale 1" = 20 ft rJ - z 7 cu r Q) U) cc W 0 p ' Q J > IRF O Z Jd Z J QZ U _] CL cc CL I L L QoL) U N J W Z 0(0� ll _ Q N -_.! ~ ~ Z � J 3 0 Q U W Lj Lj 0 m J O LLJ O 0 Z — Z a to N ;r, 01 I OpJ <x ♦� O J W k W U W WCXL6. cn o LA_ M O Q W LAJ L3 Z ��W 00 w LAJ V N U L 0 m R.R. SPIKE IN O / POWER POLE ELEV=615.44 d / 4 o / IL o N / N r0 :� 0) 0) / N I` un � t I N N o (D c0 n C �0 (Q .. N m � c 0 L L /LEGE nC Q) X ND In0. l� / IABBRE'VIATION DEFINI TION Q NO Q � / BM BENCHMARK N CMP CORRUGATED METAL PIPE CO SANITARY CLEAN OUT PXTH OF Pr E.P. EDGE OF PAVEMENT F.F. FINISHED FLOOR ELEVATION o TIMOTHY G. PAINTER 9 F.H. FIRE HYDRANT No. 18 GA GUY ANCHOR INV. INVERT SSION/AL TW. TWIN MAPLE SURVEY: C.I.: Marsh & Legge 2' Land Surveyors SPRUCE DRAWN: JOB NO.: TGP 9610013 J WOOD LINE UTILITY POLE SCALE: DATE: O/H UTILITY LINES x (637.8) EX. SPOT ELEVATION SHEETC 3 /C5 ER❑SI❑N & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE o00000000000000000- CONSTRUCTION CE o 0 0 0 0 0 0 0 0 C 000000000C 102020�0?0?0?0?0?0?'1,] ENTRANCE 3.05 SILT FENCE 3.07 STORM DRAIN PROTECTION INLET 3.19 RIPRAP RR 3.30 TOPSOILING 3.32 PERMANENT SEEDING 3.35 MULCHING OA kF HOLL/DAY CONSTRUCT/ON P/N.• 55-A-56F D.B. 96J,, Rg. 7735 ZONED.• RP USE.- RES/DENT/AL I _ 610 -' - i _ '_- IRS S46'30S6 "E /620 - 670 SF TO PS MU 0000001 610- - � 37. RI-639.34 _ INV. N=635.94 8.6 � -- INV. UT=635.84 620 ._ _ / @ 20 SF IPA - / 8"0 2 2' BEND 4 .5 4 2 Ar 640 __ v �� fx. Frei A, Q C� (To Be Q ro 431 z @0 OJ o��? o I LLJ Q �O \c, _ Q ,�.. �O O EX. M.H. SHALL BE LOWERED TO MATCH ` + AA 2 THE PROPOSED TOP OF CURB. (USE FLAT OP 44.6 FRAME & COVER) X 00 4.0 1 44. 7 i7� 4" In I 44.4 40.56 650 -- 4 R 44.4 \ Tree l• / & 0 -4 BEND G i \ To Be Prot cted.)" R Ij r 6 JC' 6 / INV. 4.7 INV. C 44.8/ 4ATERAI 0 R �� 45.1 CONC, 02.08 ROBERT W KOON \ \ " 46.0 / / HDCP RAM 4'0 P/k 55-A-55 \ / 45.3 45.6 Inv. D.B. 568, Pg. 878 \ o� 0 PS MU 45.7y ED.• RP 60' 62'R ZON5d' R CONC. USE• RES/DENT/AL �/ 45. 45 45 5 75HDCP RAMP 3 / Pf 45.9 CONCRETE �- 8" x8" TEE o� / 45.7 ENTRANCE p 8"0 G.V. Box / 6, 45.6 PROP. YARQ v" a 200'R 46. 4 DRAIN ASSY. US! � 0 644.8Q OA PROP. ES-1 8 \ ? PRQP. 30'-8" PVC , SDR-21 IN = 641,30 150 INV IN = 654.00 / STORM DRAIN ® 3378 0 OUT = 641 , n © PROP. DI-1 / TOP = 653.70 15"0 INV. IN = 651.00 15"0 INV. OUT = 649-00 NOTE: TEMP. ENTRANCE TO BE REMOVED WHEN FUTURE ENTRANCE 65 © PROP. ES-1 IS BUILT FOR R/W DEDICATION. 150 INV OUT = 645.50 OD PROP. DI-3B, L=10' PROP. ES-1 -� TOP = 636.50 15"0 INV. 15"0 INV. OUT= 628.00 IN = 654.0 O PROP. YARD DRAIN ASSY. IP TOP = 644.80 REGRADE DITCHLINE 8"0 INV. IN= 641.30 TO PROP. ES-1 8"0 INV. OUT= 641.10 Sewer Line Ex. an. O PROP. YARD DRAIN ASSY. TOP = 645.00 8"0 INV. OUT= 642.00 INV. OUT=650.24 EX. 6" MAIN. INSTALL A 6" G.V. & BOX, 6"x8" INCREASER, & 8"0 45' BEND & T.B. NOTES: 20 0 20 60 m 1. Boundary information shown hereon is based on an actual field run survey made on September 18, 1996. 2. Vertical datum is based on USC&GS mean sea level. Scale 1' ' - 20 f + l Topography shown hereon is based on field run survey made on September 26, 1996. z z CL _ W � U Q / 5 -� \ \ 90 . � 393 - � IRF / 5' PARKING SE�CK _z TO PS MU PROP. DU PM STEP- 6' WOOD FENCE -� w/ DBLE. LEAF GATE J X. ees \ I Q � _ Vegetation \ To Be rno �- µ... Z La - Ex. Trees & etation 'i LA6J Q • � I I ^ )\r,SF I A r _ ix pp ox_ Location of II a CD the Ex. Son. Sew, Lateral I ! Q f 3 (To Remain in Service) I I J I LAJ w 37.8 0 I o V) * I II r Q ne Ex. Gravel SF z �11 \ Driveway I J * 37.1 I I Q \ I I I U I LjjLkj W 0 1 m Q J CL v o I56.2 * d 35.9 I M X 6.9 +H- 36 �F I I �a 0 v> f;Q) 0 A I I vj O a r**43.9 045.7 5.75 W1 1 W O N W �V>_ Q� duo II'y a� yOJ La LJ 02 �� ,moo I �, O�``Q_O > FUTURE SF 0 Q Inc. 6' CONC. CoU 44.7 44W.1 I W� W HDCP LANDING CONC. ' I 0 � 1-0 ' ^4PATIO�L.l WOw W V N V ROSE Mai _,VO /4L FOUNDATION `j 44 8 `" C x NCHMARK m P/�! 55-4- 56 R. R. SPIKE W O 0.9 69 3 P 9 I JJ5 POWER POLE ZONED• RP J ELEV. = 615.44 EX. USE REDO 1%A�ANUMM l ao r 44. 0 X / � 45. �44.6 � N 45.75 CONC. � PATIO I / ►r%1 � O N � 45.4 44.0 5.2 I ' cn 0) 0, / N d) Ln d) Ln 4 0 x I 45.7 i ---610 - cflcD Cf) 0 cD cD I / n U � LOOR � v p) 00 V-GRADE 5' CONC. 0 0 It� 635.6 BASEMENT AR& STOP � x I B.F. = 635/6 7 38.7 & VAULT METE4 6 0 ` O m � c 6"0 G.V. CONC. I / ) s 0 tPS N a . / & Box / O, v LEGEND 0- 3 ° � 5 35.54 ' CONC. p a ALK l�vv / 35.5 6.4 �� / (ABBREVIATION DEFINITION Q NO D� %K 8„x6., ,yp� "� REDUCER SF / / BM BENCHMARK IN 35' B•R•L �� 2" CORP STOP CMP CORRUGATED METAL PIPE - -- __ / 2"0 COPPER / CO SANITARY CLEAN OUT LTH 0� 8"0 -45' BEND. � , �F,� Dr & T.B. � E.P. EDGE OF PAVEMENT 2' NIDC ' SF j F.F. FINISHED FLOOR ELEVArN o r TO PS MU / " TIMOTHY',G, PAINTER I' ` TO PS MU POWER POLE F - 0 R' - `/ F.H. FIRE HYDRANT No. 18260 --�_ ELEV. =650.07 ! - L -6 6• 88' 5' P ING SETBA 63C , 6? / GA GUY ANCHOR �o�o� C �11540 R 0.0 650 (To Be Reset to 4 .O � » 113.6 / 04'-15"0 RCP v SEWER ® 3.37% PROP. ES-1' F -� �- 15"0 INV. \� IN = 645.5 80 INV.,,VALLEY\ MILL ROAD \ / rn N OUT = 640.22 VA. SEGO RTE.659 \T� 50 R�- 0 W POSTED ADVISORY SPgD LIMIT = 20 MPH 0 / INV INVERT SIONAL TW. TWIN / SURVEY: C.I.: MAPLE Marsh &Legge 2' Land Surveyors 0 SPRUCE DRAWN: JOB NO.: / WOOD LINE TGP 9610013 UTILITY POLE SCALE: DATE: FINAL SITE PLAN 1"=20.0' 10-15-96 fJ AP R -�-- O/H UTILITY LINES ,. ILL. Z� �. SHEET: aAT�....,.,•• ,Z 9 x (637.8) EX. SPOT ELEVATION C 4 /r 5 ENTRANCE DRIVE ENTRANCE CULVERT STORM SEWER PROFILE C SCALES: (H) 1" =50.0' B A (V)1"=5.0' 660 660 PROPOSED GRADE 655 EXISTING GRADE i 6 55 650 i 17.50" 650 .: X. 8" SAN . ;. INV=649.84 PR . 8" W/L 645 645 RIP -RAP PROP. 50'-15" RCP OUTLET STORM SEWER 6.00% PROTECTION PROP. 10 '-15"0 RCP STORM S ER ® 3.37 640 640 635 Zo 635 J �� m O� �-O I W Ln Il O 0) It I O W c0 to (D (0 � OO OOZO O - OZ - �Z aZ o- Ln>> o�__ o_ IIis O + to e- O O Ln in + r- O lt� + - 10+00 11 +00 STORM SEWER PROFILE D SCALES: (H) 1" =50.0- (V) 1 5. Or 640 640 635 PROPOSED GRADE 635 \ EXISTING GRADE 630 630 RIP -RAP OUTLET 625 PROTECTION 625 PROP. 20' 15"0 RCP ST RM SEWER ® 0.00% 620 1 620 615 0 615 J CD O 0 I 00 06 CV (D � O O d- cD > OMZ OZ O�— o O— CD O CL O to (-4 t1� + 1, + 10+ 00 WATER LINE PROFILE B SCALES: (H) 1" =50.0' (V) 1" = 5.0' 655 655 PROPOSED GRADE 650 '� _ 650 IN. \ \ \ EXISTING CRADE 645 \ 645 PROP. 8" STM. V= 41 .41 \\ 640 FLEA 640 PROP 8"O SDR-21 635 T WATER LINE 635 3 IN. C0 ER 630 630 Q m w Z m m m F J F- F- U x LLJ $f m - w l`__ Q w o o w w W O X m m m CO 0 C �M o X M - 10 It o� X It 00 > O c� F W .B cK)_ � 9 00 00 t (0 LLI F >: O O � oD Z O O O O O O O O O = to O O I O N U Ln N + tr7 I) � 00 OD + + + + + + 10+00 11 +00 12+00 13+00 PAVEMENT DETAILS N.T.S. WATER LINE PROFILE A" SCALES: (H) 1" =50.0' (V) 1" = 5.0' *+USE UNIF ANGE BELL RESTRAINERS SERIES 150 FROM STA. 10+ 5 655 TO STA. I +73 655 \ \ PROPOSED GRADE PROP. 8" ST \ INV 651.54 650 1 „ \ 650 LEARN \ E'XI TING GRADE 645 645 PROP. 0 SDR-21 WATER LINE \ 640 18" IN. 640 CLEAR PROP. 4r' S N. LAT. 36 MIN. INV=640.85 C VER 635 `� 635 a 0 Z J J UJ m Z � I`__ U) 630 Z 630 z 00 UJ a 3 00 iSCt a LO c0 W w O X W Z J m — Z O U X 4 [J Z U O ? Q W p m CD X W Z O 00 7< XO W m 0 (� O 3 00 M d3 Ij d N > w z OU O x U > O G -OD -� o0 00 LL 0 0 W Z 0 to 0 O 8 o tri O.- U 1 N Do r- r*i + + + + + + 10+00 11 +00 12+00 13+00 TYPICAL SECTION 2" SM-2AL BIT. CONCRETE —i SURFACE COURSE *6" 21-A -- STONE BASE - - COMPACTED SUBGRADE - i IiL M __ N 0 TE: THE TYPICAL PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE, AISLE, AND PARKING STALL AREAS. 8'l 21-B OIN VDOT R/W, ALONG WITH SEAL COAT BETWEEN 21-B 8l SM-2AL DUMPSTER PAD DETAIL N.T.S. 1 O'W x 1 O'D (OR' AS SHOWN ON PLANS) Slope: As Per Plan man e ,. �( .O0c,ID G�GG�O� 6" STONE 6" TYPE "A" CONC. BEDDING (3000 PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) SIDEVALK DETAIL N.T.S. EXP. JNT. MATERIAL - 4 II (OR AS SHOWN ON PLANS) i Slope: 1 /4": 1'-O" . A . ' - _t led p 10 G �c, , j� < 4 CG-6 (Typ.) 4" CRUSHED STONEL 4" TYPE "A." CONC. (3000 PSI) 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) [R-4385 Series Lightweight Bar Grates Recommended for use in tile not subject to heavy loads. For heavy traffic grates, see R 4030 series, page 208. Since file and other pipe is mode under many specifications, dimensions will vary. Check the grate sizes, in the table to be sure they will fit the pipe you are using Catalog Pipe Dimensions in Inches 1wt. No. Size A I B I G H Lbs. R-4385-B 6 8 is lei '/ie 4 R-4385-C 8 10% 7, 12 1 R-4385-D 10 12% 3ti yz /2 1 a R-4385-E 12 14,% Y. 422 R-4385-F 15 13% N h 3; 50 Catalog No- Pipe Size Dimensions in inches wt. Lbs. A 1 B G H R4385•G R4385-H R4385-J 18 24 27 22 29 32N 1 1 V, 1 /2 1 l3/„ 1 s/,6 1 4; Y4 55( 130 160 R4385 K 30 136 1'� 11'4 1 200( (j Not recommended for bicycle traffic. For safely standards see pages 88 to 93. A I. G i 18110 YARD DRAIN ASSEMBLY DETAIL N.T.S. NEENAH 4385 Series C''VLR TO _SET IN BELL END OF 18"0 RCP r - _- FIN. GRADE -- -- BELL END STORM PIPE - -: 18"0 RCP 30" x30" X8" CONC. FOOTING In co"caa Tt all cur PIK n R cast won deanotA cap with bras p►lg havrfp a countersunk square head Panoes Model PA4SV CSK (41 Pan•.a Model PA6SV-CSK (61 1_ square concrete skid pad 20•x 20•x 12• deep I I --_—_ aggregate bane (depth 3.) dearlout pipe - BOR 21 sewer maon wy 45• band 6' stone beddwV NOTE : where length of service lateral to exceeds 75' a cleanoul assembly shall be lu,rsshad e, the Propertykne SEWER CLEANOUT Flput. 17 Bedlam -- gwral br aM O.D r-.. t; urokibr oompeclad cove ia•I. + w .w oo 17YOD ffere apprepele cOHCf�ETE ARGR npav b , 1 . tarts oni nwimaas general baN,M �4 ODr" r r 24• wally oo,+waad l steau batkM ow sto c«.crwe 6• cote Rr=,IE. ADt gmerel baa* - R7Q =- 6 WW"Ify T -r ptyed + 0o r t f. —,at. CONCRETEENGAaLHLW saw w, 10 be made at lapacer, OD er,tve Irerx:h b be rsw,aZad 21 A 1 YJ2.QJ,_FAY MLH1REPLACENENT TRENCH 8 BEDDING Figure t SIGHT DISTANCE PROFILE SCALES: (H) 1" =50.0' (V)1"=5.0' 655 3.5' PCZ 655 EYE S� 650 � stir 650 00' PROPOSED GRADE \ 645 645 \ 640 EXISTING GRADE \ \ 640 \ OBJECT \ HEIGHT 635 635 630 630 10+00 11 +00 12+00 concrete pad V-6• sy x n• deep -- screw type — adjustable valve -- bre rj31 locator peg r- rragalugs - trust Willa valve m•galug to ruin - III S'x 16' wN bbdc (far vYv s I2• WW larger) GATE VALVE Flplre 8 cast In place access door. centered in top (see note 1) vale@9 2 max. - at property line — (.see note 2) roadway box- 2" type K copper tubing (no joints from main to curb stop) Fora FC HH 77 HC-158 Z' custom setter (meter by FCSA) standard flat top for 4diameter manhole r—f iniahod / grade 3' riser section for 4' diameter monhole with cutouts —� — r min. I I _—_ -saddle with corporation _ water stop solid support blocks main under custom setter ball valve curb stop -6" stone bedding with FIP ends, with 2' gate valve operating nut NOTES: • 1. Access door shall be by Halliday Products i" or our approved equal: 8" o) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased in 6' die SCH40 PVC or SDR21 piping. The CUTOUT DETAIL piping shall run from one foot beyond sidewalk, typical across the street, to one foot beyond sidewalk. 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO 2 - APRIL 1997 SDR se opt" SOR se 0" by by Sa4►aMd SMt 21 gaMMad l bell IW bard be ar+,•r« Dap 1 Z LF Ab L — ' MfAnlam r-- \ - SCH 40 I I aoMra _ SW 36 rx 4• _._.80R 2t goeholed I wale cap -go"ad bid wife,Poo and ftkvg 1>oft are for 4- t>aw of 2 009, mmvn,m grads GRAVITY SEWER SERVICE LATERAL Figure 15 Be1"l bind, store 0 r.le.IlaearleeM r a" Nn Mau eM m1aM•adgeYeee 7 1 tr al.. 0.1 corlcraf• dAD DETAIL directs, of 11141- to be approved pro to entastron as ,"Nod .. III I - co —,ale pad f Wert . W deep min 6• max. 1 I u gage type sore to be nk wnnum valve bboop of 6- ahoy lop M base bcal« pap FIRE HYDRANT ASSEMBLY F lgurs 9 mecharvcal pv ewrvel 1 wore ...d. tier e.w .0-a box.. - • - s.w wow 6 eo. .dw b.ed•• -- waM.6A —1,T,j T ttr .0 .rloN IEL WfLQRrU0 k, e.r d .oW !ma'•• ti an,e 1e•7 a. waDMM a. •#. aww and .sawison --Mpy.s.ww. ea ew .or,l.rw Feww a mepl.,dr v - 1 r w►+ b 10 .,,e a.wsa wa. e•. gage "•a• .1 wdsaabif .4 TM b"sW dnrrbr 9- - f r .i. b , Y tvu A' p•. .p"rwl wA•./W d Mwl �eMa• u Down ... wr1 blew b A, •. C d.n.nYm. CONCRETE DWENSKINS FOR t10RRONTAL THRUST BLOCKS P,w Pkys, Wyss a I I VP end 22 I/r 46• antd 6r U4. Tsw Bands lends 9 c A _!_. c c - _T. W 1� _ r_r r r g r r-r o`B• rr r • rr rr r"r T- or r-0• -Er r r to r wr Lr 1i r I rr tr ' r air 11' tr tr >tTr_ 1'-r J0' ICY- rr rr 1'l• r`e' t4r•-r jr —3'-0• 1 r�o r r r+` IF 2`o __-rIF irk 1'T JA' !� r r _rr. 1'-r -rr 1'-r 7F r�r r r it 1_r 1''1' r—r r r YLRlr.AL KII 'I .a w bwd,e -� T14ROST Bt ()CKB FOR VERTICAL tip 04NOS SIIAII BE IIIE SAME AS/(41 la)nI201,11 At Of NOS 11 ur Illflu Tlr BE mi ph n ,.a.... 6a.•. a•1 an.W W h __ I.v., WAs Rhin &a eon WE tea = a LUKa L IT 6 1163 I a 7P 14' 70 a t 32 Fnre+D _ Yl4� Tiwuat - 4l" ffM r Is .. 1.1 23 10' 16 s7 12' 1e f6 66 14• 06 17 e• 1a la' Oa 23 61 u• 14 sx 6e 10' 22 46 7B CONCRETE THRUST BLOCKING Figure 2 Z Z w O CL o v UJ _J o o ~ U U UJ Q vi = U U X a 0 W N Q M O 0 N - Z En LaJ J Li O 000 0- N cn a W O LLJ � w N Z Q X l0 O a c� F- a M J N LL_ J ~ O Q Y O �� V M MJt- W W O W U LD Q ae_ W W W W N 0 _J LL- 0 ��-j�0 WW 3 Z Z ~ W 0 O w wM V ♦"^ U W V I O 0 a O O N v +' N M O CA 01' Cf) t0 r, t` . N Ln in 4 I I N N N 0 (0 (0 L O0 O Y rn U .L i�.�. 0 > () Lf) � L c mI 0 I_- : Q) X c°n LL N Q a TIM01W . PAIWB 9 No. 18260 V*D� 2 r � l9 7 jONALG SURVEY: C.I.: MARSH & ?' LEGGE, P.L.C. DRAWN: JOB NO.: JDJ 9610013 SCALE: DATE: AS SHOWN 10-15-96 SHEET: C5/C5 rn N vvY 0 0 � I I w I I I I I I �I I >-- m m 0 >1 o�pn z o w � > Wc�O� n, b- U5 > D w <C w (� (n 0 0 (Y DESIGN FEATURES RELATING TO CONSTRUCTION REVISED FHWA STATE FEDERAL AID STATE SHEET NO. 04-19-99 REGION PROJECT ROUTE PROJECT THESE PLANS ARE UNFINISHED OR TO REGULATION AND CONTROL OF TRAFFIC AND ARE NOT TO BE USED FOR MAY BE OCHANGE AS DEEMED 05-19- 99 ANY TYPE OF C ONS T RUCTION. NECESSARYBBYCTHEDEPARTMENT 06-17-99 3 VA. 656 0656-034-118, C502 7 N 55204/.53 ., , � - , _ • _ • _ • 409' D623 ` E 338840135 `•�•�. •-" `_._._._.-,_•_•_ [*27 • ... P ` • , ., . �Q9e RTE. 659 CONST. PROPERTY LINE CURVES TABLE Curve Radius Arc Chord "G" (405.09) (151.72") (N' 67°39'4r E 150.84' ) ------------------------------------- "l" ( 355.00" ( 44. 33') ( S 60*3923" W - 44. 39-------------------------------------------- ( 355.09) ( 80. 57-) ( S' 70°35"/O" W 80. 40" ) (355.001) ( 21.14" ( S '78°47'39" W 21.14" ) -------------------------------------------- "L" (455.001) ( 55.591 ( S �� 77*00100' W 55. 55" J -------------------------------------------- M " " ( 455.0 1) (455.00') (60.00') ( S 69*43120" W 59. 96" ) -- "Nr ( 240. 00') l 40.881 - - - ( S 77*20100" E 40.831 ) " " ( ) 76. ' ) 88°4r39" E 75.861 ) -------------------------------------------- lip0 ( 240. 00" (65. 00") (N'' 7r5O'34" E 64. 80" ) -------------------------------------------- "0" ( 240. 00" ( 29. 97" ( N 60°30'23" E 29. 95" ) PROPERTY LINE BEARING TABLE Line d Bearing Dist. 13 (N ,2 40'23 E) (47.851) C PAUL A. DHOM tINDA L, D- HOM DB 873 PG 1318 0.19 AC D , _ • ,riil, Arai ` , ose P00. 4 •-EQse .� .. �' `- • ,94TA - 29°53'1/.07'LT. D 9'2Y• -E,1c ` RI m 59�29� 3/8' �v 040 ' r `' a• r ` - . ° b T = 26527 • s +62 O HILL VALLEY ,1� •\ � b L - 232.07 00 o „� � 4 F . D o3 �" od DAVE HOLUDAY � HOMEOWNERS o �, R 636.62 ��''� xo �, .od CONSTRUCT ION INC. )ASSOCIATION, INC. c o o'o o 0 o TS 10+30.93 (A) °� \O O DB 898 PG 1063 �m•� �° 1,, ,� �, �, N \ O DB 863 PG 1735 v� ° o Q .�• �, 4 .� `Q, 4 b' .�, ` ° ` SC 12+30.93 (A) \ Q`` e QOpxxx o /0.54 AC Z' ^�• � �' ° � � � �� � � � � � � � a � �• -� . ,(2 96.20 lAI �b � o� �'�• ' P � 54 v � Uj d- ►n. ,� PRC /4+6373/•fA�. � 4 �. [�52.86 0.00�EG/N D623 w C+DO] W W ` _, N S A. 8+49.03 v LS I N 200.00 q j �� T l c,sF ssv oo£ a, Wj "� a �g [[,32 N. '� 14OJ7' 118.04'` LS OUT l84 250' `� Q` (6 ,59.75 + o aKaK 26.3/ 14/.D8 7 �oV 47 mph +32 •� o �a 7J3 b ,Qr 0 S a a o 28°82' . '� /29.3 t� [[126A31 cd �► 24.80 ,,�. BEGIN CONST. RTE. 659 Y, ps �`'TR 68°30' � �+34.48] E 7.98/. �hh + � n -- �� ` 16OJ7' B T� '`l) E �Q d ( 90.00 u8.o4 h M % LO 2 890 �V �4o N Q �h �,• o �, ro7.58 LOT 3 ST A° 9+93° l4 o PG 4 D�,Q?N /2a; �� 41.44 �• h`� h 121.39' [+26.31 c� +2320 U ,� +3/27 Q (�` ( +18,05) �� , G • �O 1 .to W N co\'� D-3 60 G. ,i1,*+ ��` '`� . C'09.09] oo D D623 ``� , a b In 3 P �'�N �� o �� o� Q- N Prop. R/W ►� o ' 0S/AC 584 ACD 8P'� `� � • �� �� �� , o��oc \•`• '`° �`• 0 o � �� 043 Prop. Ditch Type E n� 025 2_ 8.57; �, • G. LOT 4 b A. I�►o�.88 M -1- o w +29J7 , sou N 6 \ N rn AKo/Z DJtch Ty. E z co N 31.02' 1 0 027 `� 8'i6'g5„ �j� •� + - +11.29 l �v t�j D29 n� 11-1 52.04 w 20 108.64f 5 Id . , s, Std. PG�2,A. Req'd. ? 0. 00') ' �` F111 �° `° _ (� 39' �v (+pp >i� O p p +2/J/ 6 +67.59 0� �IIN E o�i a . , (32• 09 5 �. 5011 car "V RD 2 \ �. 7 I- J o 8 40? 8E"R g r '4s 00' •� :� 2 S ."�� °''� ( 3 1 s w RTC 30.82' T �'0 6 S 7 • ��` • ' • -= _-_ /O its E 112• °�S 'z D �' r& cv \ 00 / /�' S" 2 �� - - _ _ - - 8 40 X N 82 26 s See Cross S tl on for channel wei Bose r = Perm. Utll �°� ^° Dess �N +/5 09 Q ' BOAT jON� /� yCD AL • �,� ?' - -�` ' o^� N Co�c, o cti 8 F'G b . 872 P a> '(� a ,, , sg, \� location and eleUatlen�, L�l Mln. Eo v N o. 6�8 '� 3 G log ' <o \ �b b c� Q7 �`? �' N � � _ 3,F qC cv ,N h � ° 2g2 ACoF Location Station to Station �� l ,! ��'�� �� 8' '`� 43' 032 Q• ',; P D-2 .. ° Rte. 659 I4+D0 to 16+80 Lt. 9t� �``� „ •r• �,,00. Co , _ • p' isc� +72 `r t Q�°��Q�, `�' / , coo`, Rte. 659 17+00 to 20+00 Rt. S•p0 ' � ```o , � � 1.` • •; ,, _ _ , _ � � , . D�e� 6r � � E .�� I %, LOT I �V h ® �V ti., qs �. Bo G St'd. GR-2 Req'd. �• Rte. 659 J7+40 to 20+00 Lt. ° ����O,o%s ,�; so Prop. R/W ^ = St'd. s� 2-10 Maple C B AN N / L = °L Rye 6� `_-� �- °�.. _ - UD �4 Req'd. " O O Rl N. K RBY o �6 , - +� _ Sfd, 63 7�W. -Rim 2 JESSICA N. MORELAND GARY L. HALL ► - - '-- - -�: R �m st' � '-� S 5-�_ � � � � �F. L. 636� V. l�l�n 6, - d G � � S to • -_ _ DBp .�iv✓ i �v lTuv ,fS� �i C' / ! 1 �A.fe �l • 4 1 �/p ...�--�..,,,�,� \�: �, � :l -'`'-'��.�- ,,,/d. e'� / .. .. `. � -R (�// Xaf, 4 ` M( I� L° i 1, •i..� /1, �('� ... -Rp(( ' 'YY 11l•�. -.� ..✓ .i-• �� V (. 8,900 sq. ft. DB 854 PG 1193 25.00' i • l ��✓ • ' 8 ,�' ` <\4 a� Y c� - - -F�� _ 1 U• `• / /rJp ��� a a ove ExI P0.19 AC , B� Sf� ll v V r j� / g 0,0 r/ diJe a� •sin l / /' H l . R/W A- , _ y & RANDOLPH J. LARR/CK JOHN A. PRICE. ET AL." DB 715 PG 622 H-9, 380 sq. ft. DB 748 PG 722 1-11, 623 sq. ft. 0.19 AC E J CLYDE L. VANMETER & JOSEPH A. D'ARCANGEUS CAROL A° VANMETER" DB 706 PG 742 DB 817 PG 84 9,871 sq. ft. 0.20 AC F K DAVID E. SMITH & DEBRA M. SMITH MARK E. TODD DB 801 PG 1547 SHELBY D. TODD 0.27 AC DB 840 PG 1465 0. 21 AC Note : Figures In parenthesis and dot - dot - dashed /oo lines denote Temporary Easements. + Note : Figures in brackets and dot dashed lines Coo] denote Permanent Easements. +00 Denotes Construction Limits In Cuts Denotes Construction Limits In Fills Denotes Demolition of Pavement Denotes Utility Easement Req'd For 04] Allegheny Power (Potomac Edison) And �00 Bell Atlantic - Virginia xxx Denotes Utility Easement Req'd For tSol=' Frederick County Sanitation Authori ty +1822 ��/� 62 Irl 1 36.8�, J •• ,,.��\ C rn a? Sl Scot. Pines a F�: 50' Rad. 026 D QDeck Elf-71s, ` m .c 028 E .� �' Dwei`' �• ,ti V- / � v � co D3D _ F cci ' 48.02' 1 \ `' Q) G o� �r elder ` � • N OX „ MaPie (8 .98') E R 3c END CONST. EXIST. RTE. 659 h STA, 10+89.51.00 \ N A 0 CARLISLE ESTATES HOMEOWNERS ASSOCIATION, INC. RTE. 659 CONST. DB 682 PG 57 PI.NO. 6 (MD DENNIS D. COLLINS DB 725 PG 934 0.19 AC N JEFFERY A. GILLUM PAMELA D. GILLUM DB 726 PG 776 0. l8 AC 0 FREDERICK-W/NCHEST E SERVICE AUTHORITY DB 605 PG 019 0. /5 AC 022 AC REFERENCES ( PROFI LES, DET AI L & DRAINAGE DESCRIPTION SHEETS, ETC.) PROFILE SHEET 7A DRAINAGE- SHEET 2E RADIAL OFFSETS 9 DELTA - 23.30'55.86'RT. D - 55426.61' T a 204.63 L - 318.07 R a 969.90 PRC 14-63.01(A) Pl 16+67.64 (A) CS 17+81.08 (A) ST 19+41.08 (A) LS IN 160. LS OUT 160.00 V 45 mph E 6.967. EXIST. RTE. 659 Conc. � PI.NO. 4 DELTA - 29' 7'2/.30'LT. D - 93'55139.03' T -15.85 L - 3/.O/ R - 61.00 PC 10+58.51(D) P1 10+7405 (D) PT 10,895 (D) �,�t • Rim 64 . o�• o 49' op �`d,o ��` ��°� °' �. � s F. L. 642 74' 53 �9 �9 + Gc'q h Ty ��O \ �� a •,per ♦,i//"V ,r `N i '9a Rod.Ln LCI �9 Nam. �3� �C • e� + 6023' [4/.36 �0 �PO c�' O a +5/.6 �- '�-i T c, ? ' 03 cat Oo5 ° ,31.45 G,�O s 70' Rad Cj EGI)�,�„ 0 S� } ST. . 65.9 \o�\I TE: PARKING FOR ROSE ��o � - 20r ^� a 1 OUNDATION WILL BE S2 �`. ,,�66.8I' 74 - c> A / 00 c � C = �; c RE -EST ABUSHED BY l40' v> / [+247 - Q o e) o- /;, ,`_ ■� �� °� DIRECTION OF PROJEC +38 , y �° ENGINEER / 7.23' o� D[[157i o�'l [+97°5/ /]f�. B / Im C�,'kz 1, '��� \ � '�` � �y � Imo►' ��� �o c�C'�' � O %s O �------------- o 906 �- � � � - -Q-- - - `°- --'' ' ' gyp. ��\ • S� � Q � � o ' 1 r / K VE) V �CCI 73�y �j� • X �t� \ aS / u / it y' / C DOI -6S ID Vn e , 2 "G„ SCALE 0 50' 100 PLAN NO. PROJECT FILE NO. SHEET NO. 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S. � � � �, �O F.+• Q 0 ' 1 D b,�` 4 26 , -:, / \-,;� 607 AC�_,o- C' ` (/ J O S L 20 0 �s E'yY O °p ° ' a tip; c"2 P/ �, - ' t \o / 558 0 �y, ,' / i o t ° \ F°off �' o�°. o s �� �\�. F / / y -6 r\ nnl \ ti s. s 6 Q 6 �_ ' Fj �+ _ rr �' C� F` sJ a 9 ,�`t ' .C) 6 0 f C �r x� ` OG� ! l 2' ���cFF� i� /d a TrO 66 Q , ODYIS — 11 (T Q)o \ / _X\ 4C)) ' S -p ° i/ 2 �34° o , s s. 00 2 o �---�---�'—. j \.. sue, � �. � �� � ° ,.. \ � o,' � s� � � � � r o 'C� CD ",--Z - I \ X\0-986` 9 7472 6 oe � � `v \ 55 -� � � ° � � sue• -� . � ci-° 'Qq 6/° 615 CF a/ \ s n-17 \ �o R-179. 8 A \CDCD 0 0 o - CIO D!N' - h f 9 ! 7 C r�. d f�i ff k /t � � I .�. d .1 1 d d 1 h' j { s � t d 1 1 t I i{ 4:�y 1 !� r � , 1, A�) 1•i � „i:.. I��''.. k•f 1.1. 1 1 • ,1 1 :1 1 A • 1 111' 1 • , • d r I • • �: •d � d 1,1, • d 1 1 1 549 VALLEY MI L ROAD, �7kl C ouiNTy,OO F�REDER K V,RG A s 5� (UO) 665-5792, F. (540) 665-5793 LIST OF DRAWINGS SHT. C1/C5: COVER SHEET SHT. C2/C5: GENERAL NOTES &DETAILS SHT. C3/C5: LAYOUT &LANDSCAPING PLAN SHT., C4/C5: SITE GRAAING PLAN SHT. C5/C5: PROFILES &CONSTRUCTION DETAILS DWNER ENGINEERING LEESBURG, VIRGINIA 20175 (703) 777-5988 FAX (703) 771-4066 LIST OF DRAWINGS SHT. E1: ELECTRICAL NOTES, SYMBOLS, &SCHEDULES SHT. E2: ELECTRICAL POWER PLAN SHT. E3: ELECTRICAL LIGHTING PLAN SHT. E4; ELECTRICAL SYSTEMS PLAN SHT. E5: ELECTRICAL BASEMENT PLAN SHT. HVi: KITCHEN HOOD PLAN SHT_ HV2: KITCHEN HOOD DETAILS SHT, Ml: MECHANICAL NOTES, SYMBOLS, & SCHEDULES SHT. M2: MECHANICAI. PLAN SHT. P1: PLUMBINGNOTES, SYMBOLS, &SCHEDULES. SHT. P2: DWV PLAN SHT. P5c SUPPLY PLAN SHT. 1'4: PLUMBING RISERS 0,- COPYRIGHT: 1993 BOC;A CODE SUMMARY: USE GROUP: 1-1 Use Group: -- Existing structure -- Licensed Home for Adults, ambulatory residents. 1-2. Use Group: -- New addition -- Licensed Home for Adults and Licensed Adult Day Care Facility, non- ambulatory residents. (Movement of beds is not needed due to building user's State Licensing Requirements.) TYPE OF CONSTRUCTION: 5B Construction in 1-1 Use Group. 5A Construction in .I-2 Use Group. HEIGHT AND AREA LIIIfITATIONS 1 Story, 18'-6" average roof height above rode lane at highest 9 P 9 roof. 9g.CUPANT LOAD: I-1 Use _U GrQup: Institutional- . Sleeping Areas (120 caress s.f.): 1314 s.f. 11 occupants Institutional- In atient Treatment Are,2s (240 dross s.f.): 2763 s.f. 12 occupants Basement (300 gross s.f.): 3298 s.f. 11 occupants Subtotal: 34 occupants 1-2 Use Group Institutional- Sleeping Areas (120 gross s.f.): 1202 s.f. 20 occupants Institutional- Inpatient Treatment Areas (240 gross s.f.): 1510 s.f. 6 occupants institutional, Qutpatient Treatment Areas (100 pros§ s.f.)`: 2866 s.f. 29 occupants Assemb y- Unconcentrated Areas Tables and Chairs (15 net s f )• 999 s.f. 67 occupants saspment . 300 gross s f.1: 2665 s.f. 9 occupants Subtotal: 131 occupants TOTAL FOR FACILITY (1-1 and i-2 Use Groups): 165 occupants FIRE PROTECTIIDN Buildingto be full s rin 1 y p k erect. FIRERESISTANCE RATING OF STRUCTURAL ELEMENTS Hour in 1-1 Use Group. 1 Hour in 1-2 Use Group. CORRIDOR FIRERESISTANC"E RATING 112 Hour in 1-1 Use Group. 0 Hour in 1-2 Use Group. f O T. See Project Manual for Specifications� P 1 Z ABBREVIATIONS 2. GWe indicates gypsum wall board. ADJ. ADJUSTABLE 3. M.R. GWB indicates moisture resistant gypsum wall board. ~ O A.F.F. ABOVE FiNiSH FLOOR CL CENTER LINE f1N(S"H SCREDULE' j ,� ,� -- 4, V.C.T. Type A denotes 1�2 x 12 vinyl composition- ,, ,- „ �; � � Y title 1/8 thickness laid. in 2 -0 x 2 0 checkerboard. Q CAr6l1 CONCRETE MASONRY UNIT pattern on a 45 degree angle to room. See detail 5/ A 19. 1 C.O. CASED OPENING ROOM ROOM LOOK CEt.. L�ti11� L DIA. DIAMETER �. NQ NAME „ ,� .�„ 5;., V,C-T Type 8 denotes 12 x 12 vinyl composition the 1/8 thickness .laid in V-0" x V-0" checkerboard D.S. DOWN SPORT `...�..�.' _: � STEM pattern on 45 degree angle to room. EQ. EQUAL 101 Bedroom: Carpet.�Type. B Type 1 Painted GWB 0 > LL ,I..3. EXTERIOR INSULATIONFINISH. SYSTEM 1 EXIST. EXISTING 6,'V.C.T. Type C denotes 1.2" x 12" vinyl com os6 i " , yp � y p ton the 1/8 thickness laid in a single color square to 102 Bath V.C.T. Type,,B Type 2 M.R. GWB Suspended acoustic the Type 1 room. -- CMIIB GYPSUM WAIL BOARD � L.L.V. LONG LEG VERTICAL LVL LAMINATED VENEER LUMBER 103 Bedroom Carpet Type B Type 1 Painted GWB z T'See Project Manual for -carpet type specifications. ' :j MIN. MAX MAXIMUM MINIMUM 1 104 Bath' V C.T.: � O a . Type B Type 2 M.R.tWI.R. GWB Painted GWB, � $: Wail Type 1 denotes Eggshell finish, color as selected b Architect. • c Each room may be a different � M.D. MASONRY OPENING � � �` � (,,,) N.I.C. NOT IN CONTRACT , 1,05 Bedroom Gar et Type, B Color.' yp Type 1 Painted GWB i O,C. ON CENTER 9. Wall Type 2 denotes - OS;B ORIENTED STRAND BOARD - .. .: � yp Semi gloss finish, color as selected by Architect. � 1: 1 11ri. W — Y :�, P.T. PRESSURE TREATED 1l36 Bath V,C.T. Type B T "e 2 M,R, CW9 Suspended aco e ;, tie 7 P Type 3 denotes Eggshell finish, .color as selected b Architect. ® U) yp us c t REQ. REQUIRED . � �i � � 14�.. Wail! T � Y R & 3 ROD & SHELF 107 Bedroom Carp:et Types �3 Type 1' Patnted� GW8 W um 0 TYP. TYPICAL 11 Wall e , a Type 4 denotes Enameled epoxy paint, color as selected by Architect. V'CT VINYL COMPOSITION TILE 108 Hall Carpet Type A Type Suspended acoustic title Type 1` W W.H. WATER,HEATER i i 12. All GWB ceilings to be painted white as approved by Architect, W log Closet. Carpet TypeA Type 3 Suspended acoustic the Type 1 LL- SYLABOLS i T3. See Project Manual for ceiling: Type specifications. t 110 Bedroom Carpet Type S Type 1, Pain GWB 14. Toilet and bath accessories W HATT INSULATION ` 111 Bath V.C.T. T e B T; e.2 M.R. GWB Sus ended aco stic the T , e 1 _ m r E 1 1 Toile , o have: 0 . YP YP p � YP t Bathrooms: � >2, 104 p per dispenser t 112 Bedroom Carpet Type'B Typo 1 Painted GWB BRICK Grab bars as indicated on drawings (1) Soap dish 11.3 Bedroom Carpet Type,B Type 1 Painted GWB Towel bars as indicated on drawings CMU � (4) Towel pins 114 Bath V:C.T. Type 6 Type 2 M.R. GWB Suspended. acoustic tile Type 1 (4) Robe hooks a 115 Bedroom Carpet Type B T (1) Tumbler and toothbrush holder co a ° CONCRETE ► yp YP (1) Medicine cabinet c14 e 1 Painted GWB r 116 Dining V.C.T- Type A Type 3. Painted G(1) Tilt mirror WE3 ° ,o = EARTH See detail 5/ A19 Bathroom; 122 to have: ° ( o 1 1) Toilet paper dispenser %n 117 Day Room Carpet Type Type 3 Painted GWB (1) Combination towel dispenser/ waste rece tacle N°� GRAVEL P Q q, Grab bars as indicated on drawings Q YP C Type 4 M.R. GWB Suspended acoustic the Type 2 I Chen V.C.T. Type e (1) Soap dispenser 11$ Kit (painted GWB.above walk-in (1) Tower bar RIGID INSULATION { freezer/ ref. unit) CN r (2) Robe hooks 1 (1) Tilt mirror 04 STEEL i Type 1 0 g Type YP p Storage Y ` „ Medicine e . e. - Suspended a acoustic ills I Restrooms : 126, 127A 145 to have,: 10 DETAIL 5. SHEETA4 Hall V.G.T. Type A T the Type 1 0 120 Ha etail 5-A19 ended acoustic (1) Toilet paper dispenser V t'1 , 'n 4 ` Se'e detail Type us � (1) Combination taws!. dispenser/ waste .receptacle r b bar d a drawings J 12 t` Laundry V,C.T.. Type C Type 4. M.R,:GWB Suspended acoustic the Type 1 G a s as indicate n i g {{ (1) Soap dispenser i 1221� Bath V.,C.T. Type 8 Type ;M.R- GWB Suspended acoustic the Type 1 (1) Tilt mirror • Janitor Closets,, 125 & 142 to have: 1.23 Slee o ping Carpet Type B Type 1' Suspended acoustic the Type 1 'O CV Room ° (1) Utilitys elf/ mop and broom holder 04 124 Daycare Carpet TYpe A Type 3 Suspended acoustic tile Type '1 Bathrooms : 133 R 135 to have.; 125 Janitors V:'C.T. Type A Type 2 R, W` W yp yp M, G B Painted GWB paper Pe W Claret See detail 5/ A19 A � (1) Toilet a er dispenser (1) Soap dish = U (4) Towel bars Z 126 s V.C.T. Type B. Type 2 M.R. GWB Suspended acoustic tie Type 1 (2) Towel pins — Bathroom Bath (4) Robe hooks " '° 127 Womews V.C:T, Type B' Type 2 M.R. GWB Suspended acoustic t(1')> Tumbler and toothbrush holder Type 1 (1) Medicine cabinet { Bathroom i�r ._.�.�_ .� ..,..�� _. V) Z 128 Waiting V.C.T. Type A Type 3 Suspended acoustic the Type; 1 KITCHEN SCHEDULE w See detail 5/ A19 , I Q Q. QUANTITY DESCRIPTION MFGJMODELIREMARKS U 1,29 Administration V.C.T. Type A Type 3 Suspended acoustic the Type 1 C See detail 5/ Al 1 1 (6) 14" X 72" Wire shelving Eagle wire shelving model # 1472 m 6 shelves with P74-C posts . t U 130 Hall Carpet. Type A: Type 3 Painted GWB � 2 1 Hand sink Eagle HSA-10-F standard unit 1131 Bedroom Carpet Type B Type 1 Painted existing ceiling.to oeemain 3 1 40" 2 Compartment, prep sink Eagle 412-16-2 132 Bedroom Carpet Type B Type 1 Painted GWB I 4 3 24" Deep base cabinets w/ stain- Plastic laminate faced SCALE: 133 Bath V.C.T. Type B Type 2 M-R. GWB Painted GWB less, steel countertop DATE:. 134 Bedroom Carpet Type B Type 1 Painted GWB ' S 2 Wall cabinets 36" high -mounted 18" above REVISIONS: 135 Bath V.G.T. Type B Type 2 M.R. GW- B Painted existing ceiling, to remain j countertop, 136 Bedroom Carpet. Type 8 Type 1 Painted existing ceiling to remain 6 1 Reach -in refrigerator/freezer unit Detfield Model 6051/6151-S i 137 Hall Carpet Type A Type 3 Painted G1N6 7 1 48" x 30" Stainless steel table Eagle model T3048 Carpet 8 1 84" x 36" Stainless steel table Eagle model T3684 • 138 Bedroom p Type B Type 1 Painted GWB' - g w.. 9 1 11 " , 53 2 Dry hot food table Eagle.model DHT4 4D with '1.39 Consultation Carpet Typo A' Type 3 Painted existing ceiling to remain i 2 . Room spillage fans 10 1 76" Table mounted l of rack Eagle (stainless steel) TM 84 PR140 Staff Carpet Type A Type 1 Painted existito"remyinceil! 141 Kitchen V.C.T, Type C Ex'istin wood ane 11 1 6 burrner, 2 oven riddle -burner Vulcan 260E series YP 9 p ling to Painted existing ceiling, to rertlain 9 d i remain range i t p Type 9 p g 9 g ain 12 1 oven hood Captiveaire model R (see mech. i 142 Lounge Carpet T e A Existing wood anelin to Painted exrstn ceilm, .. to rem remain Paint beams to match ceilingdrawings) . EQUIP'IViE'NT SCHEDULE 143 Janitor V:C,T. Type, C Type 2 M.R. GWB Painted existing ceiling to remain 13' 1 Fryer Vulcan TK35 Washer: Model Number SC25 b Seed ueert, i Y p 144 Closet V.C.T. Type C Type. 2 Painted existing cetlln to rerrtain 14 1 Tabletop convection steamer Vulcan VSX9000 SHEET: YP yp 9 g. Dryer: 50 lb. Standard Gas, Single Phase dryer by Speed'Q`ueen. 145 Bath V.G.T. Type A Type " 2 Painted existing, ceiling.to remain 95 1 Ice maker Manitowoc 8-4501C-470 i ) Yp�'tF .. Air Cleaner (for Activity Room in existing house) Smokemaster X-400. 18 1 U r er dishwasher J 4 �, c i washer acksonJP-2 06 146 Activit Room Carpet Type A Existing woad aneiin to painted existing cetli ` { ode aunt �: Y P . yP g paneling g rig to remain i; 17 1 90" 3 compartment sink Eagle 412�1:6-3-18 GAlp 9 remain Paint 'bea:ms' to match ceiling 201 Basement Concrete Unpainted d acre E 1C.. rated CMU Sus ends ustic til'° 1$. 1 7'-0" x 10'-9" walk-in � `, a p Type 3 �' refrigerator /freezes 0F: 1�0 COPYRIGHT: 4 k 'W11ND,0WSCH,,EDWL9 WIND ROUGH, ggUg!j Q.PtNING REMARKS MANQFA TUBER QP jjF_ENING HT A60VE �_!G RA R R O 1i:1h1L1QW 9:11OOP Al KCX 16 2'-6 112"X T-1: 1/2" operable casement With tempered 6'-�0 1/2" glazing,. A214 if A3to If of it 14 A4 A5 A611 of oil It so A7it to A8It of is, to A9 II to so, if A to It if It ttAll it it- h It it to Al2 is it It if of of It A13N It It 'it to of it Al, 4 it it A 1 5 I. It A16 If 1, Existing, verify to A17 it 41 to Existing, verify tif 41 A18 Existing, verify Bl KC4636P 3'-6 1/2" x 7'� 1 1/2" Fixed unit, installed sideways, with 4'-6 112" tempered glazing. B2 B3 B414 to to B5 KC46636,P 3*,L6 112" x T-1 1/2"41 to If W.6 1/2" B644 it It B7go 1. if too to 01 01 B8of It 11 tl #1 11 139 11 It 01 14 It 01 11 B10if it 14 of It 4' Bli 11 to if of of E312 of Fixed unit, installed sideways. Regular B13 If 11 1. Existing:, verify 614 It 41 to Existing, verify 815 Existing, verify Cl Kb( 136 2'-6 1/2" X 6'-9 112sis, T-6 1/2" C2If so 14 If C3 of it C4to 11 to Is C511 It to if C6 C7YI II 1, It C811 It It if C9of of 11 if C1 0 11 of 11. of Cil NOT USED C12 KCX 1.36 2'-6 1/2" X e!-9 1/2140s, T-6 1/2" C13of It if it C1 4 to so 04 to C15II II 11 IL (not tempered) glazing, Fixed unit, installed sideways, with tempered glazing. Operable casement. It It 11 Fixed casement. Operable casement. II 14 Id Fixed casement. Operable casement. Operable casement with tempemid glazing. 'Operable casement with tempered, glazing. Operable casement. C16 KCX 136 2'-6 1 /2'" X 6'_q 1/2"" X-6 1/2 C17 C18 C19 C20 C21 of if to 11 C22it $4 If if KCW336P 31-6 1/2" x 7'-1 112 6' Ot 1/2" D2 I f D3of to it It D4It 41 it to D5of W It of D611 if It I El KCX 13 2'-6 1/2" X 1,0'-7 1/2" 31_0r 1/2" E2 It it *1 to Fl KC 136 3,-6 1/2,, x 101_�7 1-1.2" 31-0 1/2" 1 F2if 14 11 14 It it 10 to If If tl If if if 0. if 11 It Fixed unit installed sideways, with tempered glazing. of go 14 Fixed -unit. Fixed unit. Fixed unit, installed sideways Fixed unit, installed sideways 27 11 of Is A Closet Pre -hung. 1-3/$" thick. 28 A Closet .29 N F Privacy bathroom Pre -hung. 1-3/4's thick. 30 4t Is 11 A Privacy bathroom 1-3/41' thick 31 Pair 3'4' x, 6-8"' E Entrance 1-3/4" thick 32 INOTUS80 53 NOT USED 34 NOT USED 85 3'-0" x 61.8"' E Entrance 1-3/4" thick 36 V-0,41 x­6 -8" A Privacy bedroom, Pre -hung. 1-3/4" thick:. 37 44 it A Privacy'bathroom, '38 A Privacy bedroom 39, It .00 of 1A Privacy.bathroom 40 A Privacy bedroom of to If 41 if It of A Privacy bathroom 'of it to 42 it 11 4#. 'A Privacy -bedroom 43 00 A Privacy bedroom jj 44 1", A Privacy bathroom of if is 45, if If it A Privacy bedroom 46 if ntsI;no oil '2 4 JA" k; 161 7. All doors to have accessible hardware. Handles, pulls, latches, locks, and other operating devices on doors, to be lever- operated or push- type mechanisms or U- shaped handles. Hardware shall be mounted no higher than 48" above finish floor. 8. See project specifications for additional information concerning door type, door hardware, ,and aluminum automatic entrance doors. 9. Contractor to verify hardware types with Architect. 10. ETR indicates existing to remain. 11. All glazing in doors to be tempered or wire glass as indicated in door type legend. lfm k ( I kr) 010, 006 _M�l f5 ( I Fro v_ � (�Xrl) f Y�r, HO/A Pf WO lfl� c 0 14 K I <) _ryfT_1 f 0/3 W Imo) Z Z 10 Z Z J 0 U_ > _J < Z J 0 12c) 0 W 2(-) • W U) NAA 0 C) W Uj W UL_ W W SCALE: DATE: REVISIONS: SHEET: OF: 1,0 COPYRIGHT: 'F.) 417 t ell Tj OF--M, 1!7—NJ5 A 3,1,, i[T=_ T, IL-4- 7— 4, A COLJi�i �i (Typ) 4 74 t wl" 17 w5w j �ry; 7�_Hll elf TI— F—r— t%,� 'V%j L I it _77 i- X. 17 11 T X X7 W 1,0 17 J�,c,. T Lz Me, z. Yp 1-41f, U11 RA-r I WA L.I.L. MXl) 4 ----------- j 41, T yn t X jq. ..... ... 4 7 7.517, t r -4 7 _-A H1 J 17 T, E, F, _r4l 1� AIE 7A W,- r ICJ I N P F1',l<ALL1e_L 7� 114 PASSIVE SUe-SLAP DEPRESSMIATON RADON CONTROL SYSTEM FOR NEW CONSTRUCTION NO TESL ALL CONCRETE SLABS THAT C014 IN CONTACT Willi THE CftOUND SHALL BE LAID OVER A CM PERWABL( WAtE.RIA. MCC LAP OF EITHER A ~4 4 THICK UWORM LAYER Of LEAN ACCRECAQ. OR A W06JM 4' INCK UWOft LAYER OF SAND, OVERLAIN BY A LAYER OR STRIPS Of 1,4010,0ACTURtO MATTING OEWWO TO ALLOW THE LATERAL it OW OF SOk OASES. 2 ALL CONCRETE {LOOM SLABS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NATH LOCAL BIAOM CODES. AWTONAC REFS AMERICAN CONCRETE NSTITUT( PUMLICAIM, -'AC1302.*" & ..AC1332*-. OR THE POST TENSO" ftSYtyUj( UANLIAL. -OESVq AND CONSTRUCTION OF POST -TENS WO SLABS ON COWV- 3, ALL OKMWSCAPS AM JOINTS IN FLOOR A10 WALL ASSEWItS IN CONTACT UX 00 GAPS AROUND PIPES, TOILE tS. BAINJURS OR OPIA06 PENEIR47W THESE ASSEMBLIES SHALL BE FtttD OR CLOSED WITH MATERIALS THAT PROVIDE A PERMAKkI A104041 SEAL. SEA& LARGE OPEWOCS WITH NOW. 9~ WORT AR. GROUT S OR EXPANUM fOAM #AA11ERIALS 40 SN,0LttR CAPS WITH AN UASTOMERIC JON? SIAL Aff?. AS DEFINED IN ASIM C920- 17. 4. VENT PIPES 94AU ME INSTALLED SO THAT ANY RANWAtCR OR colahlAIVN DRAINS WWWARG 0170 THE Gft#V BENEATH THE SLAB OR SOIL �"S-RIETARECA MEMWM. 5, CIRCIATS SHOL" ME A MINUM 15 AW, ITS VOLT i JOIST J� MW AREA INTERIOR I'LOO1104C _� JOISt CAP BLOCK OR OTHER St AL ON HOLLOW BLOCK WALLS WAIERPROOF SEAL ANI APPLIED To Exit" WALLS SOIL-GAS-REtAWR MEMBRANE TUN. 6 Wk POLYETHYLENE SHEETING OR EOLIVALEN11): OVERLAP SEARS 12- MK — --SEAL OPENNOS 04 SLAB NO ARWV PEN1E1ftAT6NS: iVE 3 Up"T L 3- 4" OLA, VENT PIPE (PVC 00 EWVALE04l) 1 SLA&NOtE 2 W. /�0, 0SU4�THICK LAYER PERMEABLE SEAL MATERIAL: TE I PVC I-FlITING too 0WALENT) TO SLVPORT VENT P" NEW CONSTRUCTION - RA DON kDuCTION DETAIL :j7­t-71 FOUNDATION NOTES Li I TT 7, 1 Soil bearing capacity assumed to be 2000 PSF. Contractor shall verify soil pressure in field. If found to be less than 2000 PSF. contractor to notify architect, and the footings shall be redesigned. Footings to bear on virgin soil at least V-0" below original grade. 2. For foundation, use concrete with f c = 3000 PSI. Concrete exposed to earth or weather shall have maximum water/ cement ratio of .46, and maximum slump of A/ 4" and air content of 6% (minimum). A�z 1, 3. Reinforcement shall be new billet steel conforming to ASTM A-615, Grade 60. 4 Masonry foundation walls to be grouted solid to footing below beam bearing and jack stud bearing. J,( P ID N AT I l N N B` S E /1 E r,,4 T DL�AI 14 10 5,11C U 0 6 Z z > z 0 < Z Z 0 > U_ Z o 00 2 W 0 2(-) 0 W U) Uj I W LU Uj CC LLJ LL Z W Ui M 0 L)1 U it ;L__; SCALE:A',: 'C L'*'�' D T ATE: 4 1 —1 REVISIONS: EVISIONS: SHEET: OF: A3 10 00 Ill C14 • .0 141 X LL. • C14 C14 • V W) Uj • O 04 C14 OL Uj Nn LU z • LLJ U Q1) 0 Co LU n COPYRIGHT. 3,4,;`1-/ Is �JF r V5, L,. 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SHEET: A20 OF: PANEL SCHEDULE MDP 208 Volt, 3 Phase, 4 Wire, 600 Amp, 30 pole Panel with 600A MCB 1 Description P A W Cond FLA Watts kWA fkWI3 TkWC -------- _ __Pane 1 A 3 200 1 3/ 02- 112 153 55 130 18' 153 18 153 I 19 7 Panel ETR" 2 200 3/ 0 2' 72 1 5000 1 7 5' 3/ 0 72 ! 7 5 11 Out lel a panel 1 20 1 12 3/4' 3 360 1 0 4 1 13 Smoke Master 1 20 112 3/4' 3 360 0 4 15 Rrn 133 Heat pump 2 20 1 12 31 4' 1 7 3610 1 8 1 12 17 1 8 19 SPARE I 20 0 0 0 i 21 SPARE 1 20 0 0 0 23 SPARE 1 20 0 0 0 25 SPARE 1 20 0 0 0 27 SPARE 1 20 0 0 0 29 FURN 5 1 20 1 1 2 3/4' 14 1650 1 7 26 28 42 ----------- Total KW Phase A 50 2 Total KW Phase B 52 6 Total KW Phase C 48 8 03-Mar -97 no NOTE existing load based on Allegheny Power records PANEL SCHEDULE A 208 Volt, 3 Phase, 4 Wire, 225 Amp, 42 pole MLO Panel Suitable for service entrance use 1 Description P A W Cond FLA -Wai11. ls kWA ikWB kWC _...--------- 2 Pane I B 3 100 13 1- 112 54 19320 6 4 13 54 6 5 13 54 6 4 8 Pane I C 3 200 3/ 0 2- 112 121 43590 14 3/0 121 15 3 0 121 15 14 COND 5 3 35 18 3/ 4' 14 5 100 1 7 18 14 1 7 18 14 I 7 20 COND 6 3 20 1 12 3/ 4' 16 5800 1 9 1 12 16 j 1 9 1 12 16 I 1 9 26 SPARE 1 20 0 1 0 0 28 SPARE 1 20 0 1 0 0 30 FURN 5 1 20 1 12 3/ 4' 14 1 650 1 7 - .. 24 .25 ...2 .6 6 .-.__-_.. - -. _.____._. _ _. _�.__ .. ___._.-•.--_-_.__--_._. __ _ _..- ... Total Connected kW 152 Total Connected Amps 421 Minimum Service Size 526 Amps 1 Description P A W Cond FLA Watts kWA kWB kWC 1 Description P A W Cond FLA Walls kWA kWB :,' kWC I Bs m t Heater 2 20 1 1 2 3/ 4' 14 3000 ! 1 5 2 Rm III I Out l e t s 1 20 1 12 3/ 4' 9 1080 11 112 14 1 5 4 Rm103 Out lets 1 20 112 3/4' 11 1260 It 3 5 Bs m t Heater 2 20 1 1 2 3/ 4' i 4 3000 ' 1 5 6 Rm 10 5 Ou 1 l e t s 1 20 1 12 3/ 4' 1 1 1 260 1 3 1 12 14 I 5 8 Rm107 Out lets 1 20 1 12 3/4' 9 1080 # 1 9 WHtr Control 1 20 112 3/4' 2 200 10 2 10 Rm1!0 0 u I lets 1 20 112 3/4' 11 1260 ;1 3 1 1 E j e c f o r 1 20 1 12 3/ 4' 1 3 1 500 15 1 2 Rm 11 2 Ou t I e I s 1 20 1 1 2 3/ 4' 9 1080 13 Rec i r c Pump 1 20 1 1 2 3/ 4' 3 300 j 0 3' 14 Rm 1 1 3 Ou t I e t s 1 20 1 1 2 3/ 4' 9 1080 1 1 15 Basement Lis 1 20 1 12 314' 1 1 1290 I 3 116 Rm1 15 Out lets 1 20 1 12 3/4' 11 1260 1 3 17 L t s 10 1, 3, 5, 7 1 20 1 12 3/ 4' 1 1 1 300 1 3( 18 Rm 108 Ou f I e i s 1 20 1 1 2 3/ 4' 10 1 180 4 ' 1 2 19 Li s 110, 12, 1 3, 1 5 1 20 1 12 3/4' 9 1070 I ! 1 120 Rm 105 Heat pump 2 20 1 12 3/ 4' 17 3610 j 1 8 21 L t s 108 1 20 1 12 3/ 4' 1 3 1 500 i I 5 1 1 2 17 i f 8 23 SPARE I 20 0 0 0 24 Rm 107 Hea f pump 2 20 1 12 3/ 4' 17 3610 1 8 25 SPARE 1 20 0 1 0 0 ' 112 17 `1 8 27 SPARE 1 20 0 0 0 28 Rm 1 10 Heat pump 2 20 1 12 3/4' 17 3610 I $ 29 SPARE 1 20 0 I 0 0 112 17 1 8 31 Wh i r i Poo I 1 20 1 12 3/ 4' 14 1650 ; i 7 '; 32 Rm 1 12 Heat pump 2 20 1 12 3/ 4' 17 3610 I I 8 33 FURN 1 1 20 1 12 3/ 4' 8 900 1 10 9 1 12 17 I$ 35 Rm 101 Heat pump 2 20 1 12 3/4' 1 7 3610 j 1 8 36 Rm 1 13 Heat pump 2 20 1 12 3/ 4' 17 36 10 1 I 8 1 12 17 1 1 1 8 1 12 17 1 1 8 39 RM 103 Heat pump 2 20 1 12 3/ 4' 17 3610 j 1 8 40 Rm 1 15 Heat pump 2 20 1 12 3/4' 17 3610 1 11 8 112 17 1 8 112 17 1 8 ! 7 8 1 10 1 11 11 Total KW Phase A 18 3 Total Connected kW 55 Total KW Phase B 18 2 Total Connected Amps 153 Total KW Phase C 18 7 Minimum Service Size 191 Amps 28-Feb-97 PANEL SCHEDULE B 208 Volt, 3 Phase, 4 Wire, 125 Amp, 30 pole MLO Panel Description P A W Cond FLA Wolfs kWA ikWB kWC 4 1 Description P A W Cond FLA Wotts kWA kWB kWC I FACP 1 20 112 3/4' 2 180 ! 0 2 2 Dining Lights 1 20 112 3/4' 13 1500 1 5 3 Nu r s e Ou t I e I s 1 20 1 l 2 3/ 4' 8 900 1 1 0 9 4 Da y Rm Lights 1 20 1 1 2 3/ 4" 5 575 10 6 5 Dining/Day Outlets 20 112 3/4' 12 1440 1 4I 6 Admin/Loun Lis 1 20 112 3/4' 11 1300 1 1 3 7 Mon i t or System 1 20 1 12 3/ 4' 2 180 0 2 8 Ha l I L f s 1 20 1 12 3/ 4' 9 1 125 1 1 1 9 Intercom System 1 20 112 3/4' 2 180 j 0 2 10 Daycare Lfs 1 20 112 3/4' 9 1050 I I Hal I Outlets 1 20 1 12 3/ 4' 9 1060 I 1 1 12 Do y care L t s 1 20 1 12 3/ 4' 10 1 175 1 2 13 Dryer 1 20 1 12 3/4' 3 360 0 4 i 14 Ki fchen Lfs 1 20 112 3/4' 11 1275 ' 1 3 15 Washer 1 30 1 10 3/ 4' 1 5 1800 ( 1 8 16 Freezer L f s 1 20 1 12 3/ 4' 2 200 0 2 17 Admin Out lets 1 20 1 12 3/4' 5 540 I 0 5 18 Att is L I s ! 20 1 12 3/4' 5 560 0 6 19 Daycare Ou t i e t s t 20 1 12 3/ 4' 1 1 1 260 1 3 i 20 SPARE 1 20 0 l 0 0 21 Daycare Out lets 1 20 1 12 3/4' 11 1260 i 1 .3 22 124 SPARE I 20 0 1 0 0 23 Fr on i WP Ou f I e 1 1 20 1 12 3/ 4' 2 180 1 0 2 SPARE 1 20 0 0 0 25 Door Opener 1 20 1 12 3/ 4' 4 500 0 5 , 26 SPARE 1 20 0 0 0 27 Daycare Out lets 1 20 1 12 3/4' 5 540 0 5 28 SPARE 1 20 0 0 0 29 EWC 1 20 1 12 3/ 4' 2 180 j 0 2 30 SPARE 1 20 0 0 0 I I 2 6 3 3 Total KW Phase A 6 4 Total Connected kW 19 Total KW Phase B Total KW Phase C 6 5 6 4 Total Connected Amps 54 Minimum Service Size 67 Amps 28-Feb-97 PANEL SCHEDULE C 208 Volt, 3 Phase, 4 _._.__-_.._ Wire, 225 Amp, 42 pole MLO Panel 1 ------- __...,------ ...__._......... __..._____.___....___.._.----- Description P - A _ .-_ .__- W _..._._.__..._ ... .-..-. Cond _ ... _. __...__. FLA .._._..._.-...-._.. Wolfs _.. .__. ._._--- kWA _ - r--_- _ - kWB - - _ . -_ kWC __.-. .__.. ! 1 ...._..__.-......._-___. .-'__-_.__.__.^__-___-___.__ Description - _..._... ... _- P A -- - ,. ,_.-.._ W `-__.-__... Cond .. FLA WoIIs kWA kWB;kWC i 3 Ice- Machine 1 Refrigerator 1 20 20 1 12 1 12 3/ 4' 3/ 4' 13 7 1 500 800 1 5 0 8 2 FURN 2 1 20 - -- .--. 1 12 _.-----------•_ 3/ 4 _-------------- 14 1 650 -1 i 7 + 5 Dishwasher 1 'Shunt/Range 20 1 12 3/ 4' 1 3 1 500 15 4 6 FURN 3 FURN 4 1 1 20 20 1 12 1 12 3/ 4' 3/ 4' 14 14 16 1_5 0 165.0 1 7 7 1 'Shunt/Fryer 20 1 1 2 3/ 4' 3 300 0 3 1 8 COND 2 3 40 1 8 3! 4" 16 5800 1 9 17 9 I 'Shunt/Oven 20 1,12 3/4' 3 360 0 4 18 16 1 9 I I 1 20 112 3/4" 10 1200 1 2 I 18 16 13 Counter Outlets 1 2e 1 !2 3/4' 3 360 j 0 4 1 I 14 COND 3 3 35 18 3/4' 14 5100 1 7 I g 15 Counter Outlets 1 20 1 12 3/4' 5 540 I ! 0 5 18 14 1 I I 7 17 Freezer Evaporolo2 20 1 12 3/4' 7 1400 I 0 7 i 18 14 i1 21 Freezer Condenser,3 20 1 12 1 12 3/ 4' 7 13 4700 ! 0 7 ! I 6 20 COND 4 3 40 18 3/4' 16 5800 1 9 7 1 12 13 i 1 6! I 18 18 16 16 ; I 9 1 9 27 "Hood Fan SF- I 2 20 1 1 2 1 12 3/ 4' 1 3 6 1200 1 1 6 C 0 6 1 26 COND 1 3 20 1 12 1 12 3/ 4' 9 9 3400 1 l I I 112 6 0 6 i 112 9 I 31 Hood Fan KF- I 2 20 1 12 3/ 4' 9 1800 j 0 9 J ! 32 SPARE 1 20 0 j 0 0 11 35 'Hood L i gh i s I 20 112 1 1 2 3/ 4' 9 3 300 I 0 9 0 3 ( 34 36 SPARE SPARE 1 1 20 20 0 0 I i i 0 0 37 Counter Outlet s 1 20 1 12 3/ 4' 3 360 0 4 I 38 SPARE 1 20 0 0 0 ;0 0 39 Counter Ou t I e t s 1 20 1 12 3/ 4' 3 360 } 0 4 40 Warmer 1 20 1 12 3/ 4' 1 3 1 500 1 5 41 Coun t e r Out lets 1 20 1 12 3/ 4' 3 360 j 0 4 42 SPARE 1 20 0 6 1 5 6 S I I@ £1 Total KW Phase A 14 0 Total Connected kW 44 Total KW Phase B Total KW Phase C 15 0 Total Connected Amps 121 14 6 Minimum Service Size 151 Amps 03-Mar-97 GENERAL NOTES ELECTRICAL SYMBOLS U 1. Materials, equipment, and systems shalt meet all pertinent requirements of the American Society for Testing Materials (ASTM), the Underwriters Laboratory (UL), the 1993 National Electric Code (NEC), the ` J National Electric Manufacturer's Association (NEMA), National Fire Protection Association (NFPA), j--O---j Strip Fluorescent �_ Arnerir; an National Standards Institute (ANSI), and other nationally recognized agencies as well as Light, see schedule I applicable local codes, —�-� Surface Mounted Fluorescent Light with lens, see schedule > Z O 2, Bidders shall be licensed contractors in accordance with local and state lows, including Virginia's Chapter i i Title � Recessed Fluorescent light, see schedule �1 of 54.1. 3. Bidders shall thoroughly acquaint themselves with the conditions under which the work is to be O Incandescent or HID light, see schedule %- Q Z — performed. They shall examine all services, equipment, surfaces, etc, which this work is in any way Emergency Fluorescent White Light, see schedule Z dependent upon, and bring any discrepancies determined or orrissions found in the drawings to the owner's before bid, eW Z _ attention submitting Emergency incandescent White Light, see schedule O 4. The systems shown on drawings shall be provided to serve all fixtures, equipment, and areas within the nSEW �7 Emergency Battery Pack with Twin Headlights 11- �' Contract Limit Lines as set forth by the Architectural solution for the project. The bidding and Exit Sign, filled � � contract requirements, general requirements, and general provisions shall apply to this section. section Indicates face, arrows show direction �- _ Systems shall include all equipment, appurtenances, safety devices, and controls necessary for the Manual Fire Alarm Pull Station E Z, intended service. ADA compliant Xenon (110 card) Strobe Light and Bell 0 D 5. All permits and fees regi>rred for the work shall be secured and paid for by the electrical contractor and included in bid price. 7i ADA compliant Xenon. Strobe Light (ll0 sand) C0 { U 6. Where job conditions require changes from the contract documents that do not change the scope of t Singte pole switch, +48' U.O.N. W ::'F V U installation or nature of work required, the contractor shall make such changes without additional cost E, 3 way single pole switch, +413 U.O.N. L1J to the owner. No other changes may be made without written permission of the owner. s, Dimmer switch, -48' AFF U.O.N, C) U? � 7. Anything drawn or specified shall not be construed to conflict with any local, municipal or state law, 01 Duplex outlet, 120V, 20 amps, I phase, -18' AFF, UON. H O regulation or ordinance which governs the installation of any electrical or related work, Items shall GH Special Outlet, match ti~)equipment 0:� not be installed in conflict with the NEC. Resolve any and all conflicts before installation at no W additional expense to the owner. 04 quadr uplex Outlet Li_i LL 8. All equipment shall be new and unused, All equipment shall be installed in strict conformance to c'> 704 Ground Fault Circuit Interrupting Duplex Outlet � manufacturer's recommendations, except where these specifications require a higher quality installation Duplex outlet mounted flush with the floor. LU than recommended by the manufacturer. Duplex outlet mounted flush with the ceiling. LU m 9. All installed systems, devices and related items shall be tested in place on site, Replace any and all 44111 Telephone outlet, 3/4' PVC up in wall to shove opiltng. U I 0 contractor -supplied defective devices, items or systems at contractor's own expense before completion of <tV CATV outlet, 3/4' PVC up in wall to above ceiling. the project, ® Electric Panel 10, Contractor shall guarantee all work for which materials are furnished, fabricated or field erected, all ps Ph Phase factory assembled equipment for which no specific manufacturer's guarantee is furnished, and all work in P Pole connection with installing manufacturer's guoranteed equipment This contractor's guarantee shall exist for a period of one (1) year from the date of final owner acceptance of the work and shall apply to A Amp defects in material and to defective workmanship of any kind. Q .hjnctlon Box 11. Verify final locations for rough -ins with field measurements and with the requirements of the actual 0 Disconnect O equipment to be connected. Verify all dimensions by field measurements, CH Motor starter and disconnect 1� 12. Arrange for chases, slots, and openings in other building components to allow for electrical �- Fan `a installations. Coordinate the installation of rewired supporting devices and sleeves to be set in SM Manual Starter or Concealed Plug Disconnect m o poured in place concrete and'i other structural components, as they are constructed, � ►� 4 Motor 13, Soquence, coordinate, and integrate installations of electrical materials and e ui ment for efficient q P flow of the Work, Give particular attention to large equipment requiring positioning prior to � HVAC unit ,abet, see mecFkanical scf�adule closing -in the building. Coordinate the cutting and patching of building components to accommodate so Smote Detector • installation of electrical equipment and materials. Electric Meter ` 14. Coordinate the installation of electrical materials and equipment above ceilings with suspension system, �' Branch circuit wiring CONCEALED, UON mechanical equipment and systems, and structural components. Coordinate electrical equipment and 'r-., Branch circuit to panel. Numerals indicate assigned �0 cv materials installation with other building components, panel circuit number. f CV 15, Where mounting heights or not detailed or dimensioned, install electrical services and overhead �� Point of connection to existing Qe Z equipment to provide the maximum headroom possible. Install electrical equipment to facilitate ETR Existing to remain C9 maintenance and repair or replacement of e ui nent components, A, much as practical, connect equipment for ease of disconnecting, with minimum of interference with other installations. REL Relocated Equipment 16. Coordinate connection of electrical systems with exterior underground and overhead utilities and EC Fle(-.trIrml Contractor w services. Comply with requirements of governing regulations, franchised service companies, and WP weatherproof I-_ to controlling agencies. Provide required connection for each service, NFSS Non -fused safety switch LU _ 17. Do not endanger or damage installed Work through procedures and processes of cutting and patching. FSS Fused safety switch Arrange for repairs required to restore other work, because of damage caused as a result of electrical CB Circuit breaker installations. UON Unless otherwise noted 18. All electrical equipment shall be rated at 75C rninimum, and be listed and labeled for the qualified use. AFF Above finished floor • Verify circuit breaker interrupt capacity needed for each panel with local utility. For Bid Purposes, assume 40,000 AIC for Service Entrance equipment, and 22,000 AIC elsewhere. Balance the power equally CLG Ceiling 10%) on all phases. ON Down F- 19, Verify mechanal cequipment switch and connection requirements, item by item, with the mechanical ;c; Remove tlnd Dispose of ' I � W w Cr contractor, before wiring equipment. Resolve all discrepancies without further cost to owner, MC Mechanical Contractor c~n 20. All wiring shall be in conduit, 1/2" EMT minimum with set screw fittings supported at 8'-0' intervals GC General Contractor J and 18' from each fitting. However, where permitted by local code, above suspended ceilings and in PC Plumbing Contractor o voids of walls, (AC) type armored cable may be used. Where dedicated circuits are fed from AC cable, d the ground wire shall be green (hospital grade). 0--- Numbered Note .� 211, All wiring shall be Titt-W/TFiWN copper (No. 12 AWG minimum) unless otherwise noted, Wire and conduit Relocate and extend existing Item and reconnect associated wiring, a sizes are shown on the panel schedule, and are based on 75C. ( ( I N 22, All lights, including lights noted as ETR, shall be supported and secured in accordonce with NEC, l I I Q v 23, All panels, control devices and miscellaneous electrical apparatus shill be clearly marked for easy m identification and safety, Use block plastic or bakelite name plate engraved with white letters 1/4' high. Punched tape is not acceptable. 24. All ponelboards shall be rated at 75C minimum, Ponelboards shall be provided with a typewritten directory affixed to inside of panel door with a clear plastic sleeve, 25. The electrical drawings are diagrammatic and are for circuit allocation only, Do not scale drawings, 26. Electrical contractor shail furnish record set of drawings with any deviations marked in red ink, C J �I c N NOTEST I L / J & SCHEDULES SERVICE EQUIPMENT — KALE NO SC AL E ROOF BUILDNG NEUTRAL BUS STEED EQUIPMENT GRCiUPORrG (SATE, 03/04/97 �4#350 MC M COPPER PANEL. PASIi REVISIONS, 20RV; 3 PNASF, IN 4' CONDUITS C B I 1 600A, t+EMA 3R, V, 3PH GROUNDING ELECTRODE FAA FACP 208V, 3PH 1 INCOMING C/T AND METER . 4 AAA 4 VVIRE, 11C.- I # 2/0---_ UNDERGROUND TO REPLACE 225 AMP, 1 125 AMP, l 600A SERVICE COLD WATER PIPE METER 200A 42 POLE- 30 POLE. I _ CONNECT TO STREET SIDE MLO MLO j C WATER METER F!NISHED FLOOR GRADE 1/21C.-IN bFOOT CONCRETE 4#3/0 THV+M Cu iN 2-1 /2'C i r j i �� 3✓4'd, X 10' L COPPER ENCASED ELECTRODE 1111 , (j STEEL GROUND ROD '1 1 h ' I i I - i I NOTE; GROUND N ACCORDANCE WITH THE N.E.C. AND ALL LOCAL CODES. PALL ETR ETR PANEL MDF' PANEL subPANEL 240V, ►PH 208V, 3PH I 4 WIRE, 600A 225 RAMP, 25 AMP, i 42 POLE. 42 POLE, 2 ROUNDING DETAIL ` MLO MLO I E`l NOT TO SCALE M OOA ®---3#3/0 THWN Cu iN 21C MC8 4#3/0 THWN Cu IN 2-1/2'C SHE F 4#3 THWN Cu IN i-1/2'C _ __.....__ ..______ _. __.._ BASEMEN IJ DWYER ENGINEERING I ELECTRICAL RISER DIAGRAM Lees Fairfax Vas`0 75--� E_I NOT TO SCALE 19 703-777.5988 0 I z z . > - z O J �= Q }- Q z F- o 0 O> H z O 00 L: :*: t Uj 0 w� 1-1- O o LL1 w 1-1- z w� W m r U O N " 0 m < S �✓ z 0 C>6 u U z ®m LIGHTING PLAN LIGHT FIXTURE SCHEDU 1 D TYPE MFG MODEL LAMP WATTS S I ZE MTG SERVES L7r�r' . —� ----- — ' i U C� shalt provibe ana mstaii emergency iignt�ng for exrsting SCALE 1/8 =it -nil building, Wire ahead of any switches. Run 12 THWN minimum ...,._. to existi lighting breakers. a 9 9 DATE-, 03/04/97 A F L i t hon i s 2SPG 4 1 7 A 1 2 120 GEB (4) F 1 7 T8 100 2' x 2' x 5' R General7,: II 6 B F Br i I I '+an! 94164/05 (2) FC32, FC40 100 21' d i a x 4' S Bedrooms 1. O REVISIONS, C F Lithonia WS220 Al2 120 GEB (2) F17 T8 50 25'x 7'x 4' S Bath mirror ' sBp D I Progress P661-29 ( 1) A19 60 10' x 8' x 5' R Shower L' F Linear Ltg R7B 2/2 T8 120 NS/RLB30 BW 4 (4) F32 T8 100 4' x 7'dia S Dining F F k1H L i t hon i a LAH 70M I I RWT73 1410 ( 1) 70MH 75 14' x 23,x 7' R Ex t . Canopy 7 _ _ G I Progress P5203 (2) A19 200 6'dia x 9' eo S Exlerior H I Lithonia C232 120 GEB (2) F32 TS 75 4' x 4' x 5' S Basement _�-�-- ES F Lithonia F2E PWIR 120 ELN FO F5 TT 25 12'x 8'x 4' S Egress Marker E S 2 F Lithonia F 2 E PW2R 120 ELIA FO F5 TT 25 12' x 8' x 4' S Egress Marker �--' — BP I Li thonia 6ELM2 N T-5 25 16' x 6' x 5' S Egress Ltg 1F NOTES Il Coor8inate lay -in fixtures with ceiling grid. 2) Verify finishes, mounting heights and locations with architect. 3) EC shall provide odd/alternate price for substitute type E fixture Lithonia HL432 P 120 S030 ALL Fb,7449r , `�r ABBREVIATIONS I Incandesce S Surface mounted F Fluorescen R Recessed MH Metal Hal W Wotts or Wall t LIGHTING PLAN 1/8" - 111-011 DWYER ENGINEERING 26H Foirfox Street Leesburg, Vo 20175 703.777.5988 SHEET C-26 C- I� .3 Ou HP-1 W-1 5 HP- i JF _ _ 5� I BATH 1 A-39 A-�A-20 tl BATH EDROOM BEDROOM,EDRC)OM B. I I r� tt �"5 13 13 (� - -r i I �����.✓✓✓ u� 15 +► i BATH 104 L_ _ .. _n ___1 L fl [1-1-.A 17 CL 1Y HALL L 14I. 14 ! I.J. F BS 1, iff 43 r--- 1 OM �' {w 15 i �i \ BEDROOM BEDRO�1 f BEDFXI M ', I i 3 - i ii \ `';BATH I I Iiyl] ' p-29 ,�, / �� A-32 \� (I A-36 ` �-JQ C ' ----------r-------------------t--_-_ i 1 lyr-- COND 5��'� MDP-14 [",___1 MDP-20 L1 i BEDROOM 10 L.! HP I;Tv ' 30 10 �- A-24 i f 11 ! ,BEDROOM � • 1"� 13 I � FURN-1 -- - - _TO OUTLET FC 0RCUiT A-18 CONyA T RT�q JANITOR JAI �M�DP-13 LJ" a SMOKEMASTER° _1 t%V� �'Lf�N DAY ROOM LI_1- ,r Id BEDROOM 1� C-14 C-8 COND-4 COND-3 C(1Nll-2 r --- I 60 60 6C L___ u SLEEPING ROOM i 11BATH r--, KITC��N -` ll •� i i (ryy, I I � C-3 i Ii DAYCARE 121 I B-18 F-1 I ` 2-4 FURN-3 U PC FURN-2 16 �� 2Ci -9 I'LAUNDRY Ia - 13- STQRAGE ( [12111 „ J�TOR FC-6 B- I� U B_ c WAITING y Jul61 FAC'P i1 DOOR �IIOPENER �I---_„ ADMW F A I I !` WOMEN - -- _ - I NI i ADDITION A s MDP-15 II ; PORTS COCHERE NUMBERED NOTES 0 Provide and install NEMA 3R, 230 volt, 2 pole, 60 amp, FSS for AC condenser. Fuse per manufacturer recommendation. Typical 4. U. Hrovide and install NEMA JR, 1JU volt, 2 pole, 3U amp, F55 for A( - condenser. Fuse per manufacturer recommendation. Typical 2. Provide and install 120 volt electrical connection for each 1/2 hp furnace. Typical 4 furnaces, mounted above ceiling, Provide and install porcelain pull socket and duplex outlet of each unit, for maintenance. n 120 volt, duct type smoke detector. Provided and installed by MC, wired by EC. Verify requirements with MC, Provide and install 240 volt, i phase electrical connection for 1300 watt heat pump. Typical 9, Verify connection and mounting location with equipment supplier, prior to installation, Provide and install 120 volt, fire alarm control panel and annuciator, Verify requirements with equipment supplier, prior to instrallation, l'J Provide and install 120 volt electrical connection for 1/2hp kitchen hood exhaust ton. Provide and install 240 volt, I phase electrical connection for Ihp kitchen hood supply fan. nq Verify all hood connections and control wiring requirements with hood system supplier, prior to installation. 10 Provide and install phone, data and TV cable receptacles as shown, Verify mountinq locations/heiqhts with architect, prior to installation. Typical, EC shall field verify quantity required for existing portion of building: each bedroom to hove (1) phone and (1) TV cable outlet. Existing outlets not shown. 10, Provide and install electrical connection for automatic door opening system, Verify connections and control wiring requirements with equipment supplier, prior to installation. 12 Provide and install electrical connection for ceiling mounted "Smokemoster'. Verify connections and control wiring requirements with equipment supplier, prior to installation, SYSTEMS PLAN ADD/ALTERNATE # i 13 Notification System provide and install call system PUSHBUTTON at each bed Pushbutton shall signal nurses station for assistance and activate I room indicator light, Verify wiring requirements with equipment supplier. I Verify mounting .-.,ith architect prior t-- installation ', 4 Nctificaticr, SystVrn: provide and install :cif ^y^iINDICATOR "' r-iT r each bedroom corridor, Light to be activated by bed/bathroom signal device. `Jer ify wiring requir ements with equipment supplier, r install call I , RIP i � rJatificari�n �y5�2rTli provide and inStui� Cali SyS�Em ShG'vV@ri vuth I ICORD. Cord shall signal nurses station for assistance and activate I roomm indicator light. Verify wiring requirerne'ritS with ecioil i)-,e rt supplier. 16 Notification System; provide and install call system control/monitor at I i nvr bleb Malian, Vler ii y wit it+y reyuii erriei+lb witii equrNnileni bUPPl r , 1 ` SYSTEMS PLAN ADD/ALTERNATE #2 Patient Monitor - Ankle Alarm System: provide and instoii sensor/signal unit at each exit, Sensor shall be activated by patient monitoring ankle braclet, tensor activation snail notify nurses station. Verify wiring requirements with equipr-nent supplier. c� z %I Q —j Q rI z 7 O� LL � Q z ul�U IL Y n_!W>z v 11- LLJ O o Lu Cr ziw W Li i; , I 0 • Li Q C� W w --� cn } —1 J_ W ~ v < c�i ELECTRICAL SYSTEAAS P[ AN SC Al F: i /R` =1, -n,, DATE: 0�704/97 A ® DWYER E NGNEERING F— A 26H Foirfox Street Laam eesburg, Vo 2C l 7` 703 -777- 5988 9 Boot - Minimum height of flex duct size Metal Band 1/ , 2' Minimum length collar 1�lexi a duct ypy COND-1 10/8 Ceiling l t0/8 SOFFIT Q I ;GRILL OFFIT 4 i HP-1 r ,GRILLE HP-3 Grille -- �. � , F--4 r �\6AT TYP, RETURN BOOT DETAIL - - B T / BEDROOM ® JA�NOT TO SCALE i .rBEDROOOM l BEDROOM I,' BEDROOM 6 Flue •�OK Tad 0A �._�- 110-1 `'O)erving WH _ItilEXHAUST {_ OBATH 11APPROx. 4• 12 A I � l , r- - 20GA. GALV. SLEEVE. ALLOW 12. MN.Jz{AA_1_1 J TO cr ll it �'715' Ali, ii. RAGE \ MOVE RtEi.'Y I 175 f ♦ t n L'C3 . WTAKE , T(�L, ALE T sJa sae AVERAGE ACCUMULATION v 14/12 , r �� _ .. _. - FLASMNc ( `r ROOF BEDROOM "1 A� II D�! ; BEDROOM BEDROOM --- -A� BE�IOOM ; SGREw SLEEVE 20 GA. GALV. i CJ I i BA7H SECURELY TO i %-EET METAL BATH jj {{ 2X4 BRACNG. 7 STRAP SCREW HE AD TO / BEMTALLED ' EF72--tME SLEEVE 1 ( pt OF 4 PLACES) _ _ 1 /� 150 1 CLAMP i 1 —^-- - -- — -, =__ in, tdEFIT HP-5 10/8 GRILLE1 HP-6 I :� _7 10/$ G I LE' i3 HP-8 : EXHAUSTQ U NTAKE TYP r CONCENTRIC FLUE DETAIL SCALF AP W/ NNG SHEATHNG DOME WALL FILUE TYPE B FLUE THRU ROOF DETAIL NOT To Sr A! = 10/8 SOFFIT r---_-- 'GRILLE tl ----------------------------t--__. I ETR FR l :- EF 100 r 1 I ! .. _ r BEDRQOM � , I z 40- a �j (basemeryf) io! i r \ 200 . - - it I I FR-A BEDROOM 175 1341 3' flue/combustio air flues from FURN-6 V 14/ 14 � I 1 ETR FR I FR-A \ HA_ LL ^' �� . v 8 � FN-5 (Z f-b-A , 175 ' I ' 0 i 100 s l T; w T (FG B 600 — A CO 1 5 I A 11 (:/ 25 EXISTING \ TERRACE 8'� ' 8' Rnd FR-A 125 FR-A BEDROOM CONSULT, ROOM COND-5—�— STAFF 10 FR-A I4d 1 150 - I : i6 e PARTIAL BASEMENT PLAN M-2 8. - I LOUNGE KITCHEN 1141' FR-A ......1 .150 - KIr HALL lJ 10 CONO-4 COND-3 COND-2 ` f— — , — SLEEPNG ROOM..; _.. —_ nn 10/8 SOFFIT L*J L.J GRILLE , � "E C CO-D CO-0 l`.JF WALK IN WALK NV L_ CII . + _410' SD I COOLER FREEZERRATH , r _ - On Sloe i ',K1TCHN I.. .. x - I Si i p 10' Rnd . _ g• ' . _ .. ",2 10/24 Ex sx CG-BB �_c U� to F 8. k a !Int e Cap an Roof 19 I 28/i10 ;. AYCARE i... . j. I SF-1 ,�� r 124 10' S1 On Slope Up le Rnd SD CG-Dom.:,-I1 ! r r � *1 6 ► , KF-1 SD O ` .. CO-D v C[JTB I • • FURN-3 . ! _ :. CD-C 0@r _ 360 Co- ♦200 14 14 2- - D ► v 300 ;. 6 4/ ✓, �l(. - 2 _ FUf*1- -Y 2 16 ;3001 d 1<.'..4A r 1 CG-F ,� . r. t , i 1200 ALX 1801 Rnd ! T 1. _ ! 22/22 Boot r , 5/142 tail "-— r cG-F _._. 10` Rnd 1600 SO 4 20 14 24/20 # St e Dn Slope Up HAf�I � C{G-C 10' FURL-4 --_— _._. a�i CD 6' .._ CO "8J8 C. 300 .. i61 CD-O 1t�17 6 I 6._ , — 1 ADIGl1N WAITING300 } �. 11 12J 12 DN I SO ry 100. -d.... ; 12/ 12 SLOPE UP El L6 Y CG I2T+ 100 ' C0413 , wo 14 11 P ;�� --- 15 ! 12/6 12/6 14 a6' Rnd G I1 E' R � nd HSR-A '� HSR-A 200 o A 200 11 ADDITION EXISTING cr_ �. 3/10 Up _ — 10/8 SOFFIT FG-A ;� GRILLE 175 � < 3/ 10 . l 11 --a/101i6_at'tic BEDROOM �F FR-A I A HP-y ' 175 12/6 12/6 HSR-A �� �� HISR-A 200 r y 200 DA t ROOM T-71 —_40 C. ETR FR CD100 - `JI i JETR FR I I 6' % EXISTING TERRA,.,E -- 1� � ETR FR 100 FR A 150 II 10/8 SOFFI LL-- GRILLE—_— ® 6' ...TOR "'lirlid it I In ATTIC BATH i F-1 I 1� 4 EF- FR-A 150 j ' r 20/ 20 Lip 50 I Lam, 00 I I I ' �.._ : , 7 � FG-C ---- Q - 20/ 14 . __ v 0------------- , 20114 ', I a0b r 1,0' ETR FR (basement) ETR FR 150 '� 6' 1 _ - - - _ 150 .. _._k-.: air ffleescombustion, -'"_IO - - � JETR l50 FR Serves Basement FURN-6 Q 00 ACTIVITY ry ROOM r 146 w w 6 ETR 150 FR 1 Q COND-6 FR ET FR 150 'Rnd 150 ETR FR ETR FR I 150 R x' \; 150 MECHANICAL PLAN 11,81 __ 1I...01 10/8 SOFFIT GRILLE Galv. Duct to FF's Metal or Plastic- Tie" ,,Min. 2' Collar Min. 6' Deep Galvanized Duct Plenum Between Trusses Exhaust Grille w/ White Epoxy Finish & Insect Screen SOFFIT LOUVER DETAIL NOT TO SCALE NUMBERED NOTES PORTE COCHERE (J1 Remove and dispose of all existing ductwork found to be unusable for new application (NOT SHOWN). Cap and seal any remaining openings. Clean existing ductwork and ETR floor registers to like new condition. ORemove and dispose of all electric baseboard heaters and associated thermostats in existing building, NOT SHOWN, ORemove and dispose of two coal/wood burning fireplaces. Maintain existing housekeeping pads for new gas fired furnaces. �4 Provide and install horizontal gas fired furnaces with cooling coil, FURN-1,2,3 and 4, in attic space. Mount units on platform and maintain clearances per manufacturer's recommendat tons. See schedule on M-1 for further specifications, Provide and install up -flow gas fired furnaces with cooling coil, FURN-5 and 6, in basement on existing housekeeping pads. Mount units on platform and Maintain clearances per manufacturer's recommendations. See schedule on F1-1 fvr Further specifications. © Duct type smoke detector In supply duct of each unit over 2000 CFM, to shut off unit in the event of fire. Provide and mount by MC, wire by EC. Provide smoke detector manufacturer's indicating lights (2 LED's, one red, one amber) and an audible signal (horn or bell). Amber LED shalt be labeled 'Air, Duct Detector Trouble,' and interlocked to indicate trouble conditions. Red LED shall be labeled 'Alarm' and interlocked (along with audible signal) to indicate alarm condition. Verify approved location of LFO's and audible signal device with owner and inspector. Provide and install Honeywell T7300 programmable thermostat for each furnace. Verify mounting height and location with owner. ® 12' round outside air intake serving FURN- I and FURN-3. Terminate each duct at gooseneck with birdscreen above roof per code. Verify all flues, exhaust fans, vents are a minimum of 10 feet away or, 2 feet above each intake. Adjust damper to provide CFM's shown on furnace schedule on M-1. 90 Route PVC flue and combustion air pipes up to roof. Routing and sizing of flues shall be per manufacturer's recommendations. Terminate flues at concentric flue (see Detail 4/M2). 10 Provide and install condensing unit, COND 1 - 6, matched to associated cooling coil (see schedule on M-D. Mount units on concrete pad per manufacturer's recommendations. Coordinate exact location of each condenser with architect prior to installation. Il Bathroom exhaust fan, EF I - 11 (see Schedule on M-D. Terminate exhaust duct at wall cap or soffit grille per plan (see Detail 5/M2). 12 Provide double walled type 'B' flue for water heater located in basement. Route flue up through fire rate chase and tar-minate above roof per, code (see Detail 3/M2). Flue shall be sized and routed per manufacturer's recommendations. 13 Provide and install packaged through wall heat pump unit with thermostat for each bedroom (see Schedule on M-D. Coordinate location with architect. MC shall review architectural details for mounting of units. 14 Provide and Install dri-jer, vent. Vent shall be sized anti routed per ma" facturor's recommendation. Terminate dryer vent at weatherproof sidewall vent cap. IS Provide and install electric unit heaters, HTR-1 and 2, serving basement (see schedule on M- U. Mount units on brackets per manufacturer's recommendation. 16 Bypass built in thermostat and install heat only line voltage thermostat for each heater, 17 Do not run any ductwork or piping over electric panels per code. 18 Provide and install make-up air unit, SF-1, serving kitchen hood (see HV-1 and HV-2 for further specifications.) Mount unit in attic space maintaining clearances per manufacturer's recommendations. 19 Provide and install grease exhaust fan, KF-I, serving kitchen hood (see HV-1 and HV-2 for further specifications.) Mount unit on pitched roof curb per code. 0 Wrap 10/24 grease duct up to KF-1 with 'Firemaster' non-combustible fireproofing duct wrap to provide 0' clearance to combustibles. Firemaster wrap is available from 3M at 1-800-458-4452, @l Provide and install UL approved smoke damper in ductwork that penetrates smoke barrier between the kitchen and dining room. NOTE For ductwork and furnaces up in attic space, verify actual truss and cross member configuration prior to fabrication of any ductwork. Coordinate routing of all ductwork with truss layout, NOTE Ceiling in new addition Is fire rated All diffusers, ductwork, and exhaust penetrations shall be fire -rated. See schedules on M-1 for further specifications. DWYER ENGINEERING 26H Foirfax Street —� Leesburg, Vo 2017' 703.777.5988 oIU o �— Q r Qz Z 0 LL Z_ O o0 r l � v W U U W c/ ) LJ L.L_ or) � Cr LLJ W I I Z (W�� LL► cc (j �v I, Ln J W F-- • F.- MECHANICAL PLAN SCALF: I-)ATF; 03/04/97 REVISIONS: Y 4 FAN INFORMATION TABLE FAN EXHAUST FAN SUPPLY FAN UNIT FAN UNIT MODEL # NO. MODEL TAG CFM S,P. RPM H,P, PH vVLT BLOWER MODEL/ TAG CFM S.P. RPM H,P PH VOLT HOUSING MODEL CNU 200 - ! PNU 200 1, "F - I 2750 1.00 ! 045 1.00 ! 208 - - - - - - INLINE. i -G 10 I O G 10 2 - - - - - - INi SF-1 1790 0.25 759 0.75 1 208 ELECTRICAL INFORMATION TABLE NO. TAC, DIAGRAM PREWIRE SWITCH QUANTITY STARTER HOODS FIRE FAN STARTERS SUPPLIED START CTRL, VOLT, PH H,P, HEATER BACK DRAFT LOCATION LOCATION SWITCHES LOCATION SYSTEM TYPE BY VOLT DI DIAGRAM # DAMPER FC Right I Lights I 21 111002 Hood # I FC Right I Fans0 s/W - I / PYROCHEM Exhaust 208 1 1,00 No Trim Hood #! 0 Other Supply 208 i 0.75 - - CURB TABLE CURB ON CURB RAIL TRUNKLINE EXHAUST- ADAPTER SUPPLY ADAPTER NO, FAN VENTED CAPPED HINGED INS, HEIGHT WIC,TH LENGTH PITCH WIDTH LENGTH HEIGHT WIDTH LENGTH HEIGHT FROM TO HEIGHT FROM TO HEIGHT CURB CURB CURB CURB EXH, SUP. ? :12 1 # 1 27,00' 27.000, 0,000" Yes - NOTE; IF WALL MOUNT PREWIRE, OR FIELD iNSTALLED FIRE SYSTEM MICROSWITCH TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED MICROSWITCH STATUS MAX HOOD LIGHTS WITH FIRE SYSTEM ARMED 1400 WATTS __ , _ -1 TOTAL EXHAUST FAN ON IN FIRE CONDITION . L ANSUL �tx�ROCffM� � ANSUI or YROC►#M— 1 � _. l - j WITH FAN SWITCH OFF L MICR=TCH ! I MICROSWITCH (' -(� I lui ORG J L SI I S2 TERMINALS C-NO-NC-#2 FOR FIELD WIRING TO (BUILDING FIRE PANEL DRY CONTACTS FOR SIGNAL ONLY BRN $UU r ---- ---t BLK NC I BLK PIA-] --_ NO I �- - RED EK__-__1 C I --- -- BRN U/WH- ---- -- i NC 2 BLK PP2/BlK -� - i--- 2 RED ELK/WHIT --j ---= C 2 W VYFiT B - BRN LIGHT ...----------..---- CIRCUIT _HUT _ �. ' I BLK 120V, I PHASE I _ .T. BREAKER - 15 AMP NEUTRAL 2 -U CO�. NTR�CIRC! AT HOT 1 3 120V, I PHASE _ BREAKER - 15 AMP NEUTRAL.- 4 WHIT EXHAUST CIRCUIT HOT_ _ ORG 220V, I PHASE - BRIE AKER-_ _.L5,_ AMP L - FT 6 ORG SUPPLY CIRCUIT _HOT YEL 220V, I PHASE 7 BREAKER- 15 AMP HOT- - .per g L 100 0! GROUND_ =---� UL LISTED - UNDER SUBJECT 508A FILE # E 136690 FACTORY W1RI1G _..__ FIELD WIRING 1� M-4 O NC 0 O NO O ccI O C O R2 WIRING FOR 12" X 18" X 6" HINGED COVERED ELECTRICAL BOX NC C._.._j —j I NOTE; DRY CONTACT RELAY I c C - RED 1 NO - DK. BLU RI NC - LT, BLU ---NC 3 BLK ----- C— 3 NO _ 4 - DRY CONTACTS NC 4 - -- i TO BE USED FOR O NC 0 C --' SHUNT TRIP DEVICE I C d CONTROL. C) NO 1 _ = O ca< B i - _-._ -ORG _ 20 —HOT ORG - - - - -- .I EXHAUST FAN # I O C 0 __ �.___ 2-1 - !`- - -- : 1.0 ___ HP.. 8 � _ AMPS R3 YEL —^_ HOT YEL_ L22 - SUPPLY FAN #I - ----- - ---- 23 -HOT- - .- ' �_-- H �' _4.._..-_ AMPS D+ I TO DAMPER 'MOTOR OPTIONAL (220V) I EXHAUST, I SUPPLY' i LIGHT, I FAN SWITCH MAXIMUM FAN HP = 2 EACH I .NOB _D_A r t Ub/U2/94 DWG. # 21111002 1 DWN, BY J.R.F. CHKD• BYC REV, 1 SCALE N/A -I CNU SERIES UPBLAST EXHAUST FAN BELT DRIVEN AR INLET OPENING -- DUCTWORK ESE T WEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FAN DIMENSIONAL DATA FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL 762 & UL 705 - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION - GREASE EXHAUST CLASSIFICATION TESTING; NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300E (148C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION, ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 60OF (315'C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGEC' TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS: GREASE CUP HINGED FAN MODEL A SO. B C D E F DIA, R (DIA) WEIGHT CNU200 28 31-7/8 39-3: 4 25 28-1/4 39 I8 223 NLINE SUPPLY FAN UL LISTED (UL 705) FILE# E 121685 BLOWER DISCHARGE 1� -� HANGING ANGLE 1 1/2' ANGLE RON z 4• L 9/16' DIA HOLE FILTERS A ALL DIMEWD1% ARE N W I+5 f,r J l�l/IV 1 IIVVIJVJ FL ASHING /ELATED CURB 20 GAUGE ALUMINIZED STEEL CONSTRUCTION ROOF OPENING DIMENSIONS ' (G-2) X (G-2) IN ORDER TO COMPLY WITH NFPA 96, THE MINIMUM CURB HEIGHT MUST BE 15 INCHES, CURB DIMENSIONAL DATA MODEL G H CNU200 27 20 FEATURES GALVANIZED CONSTRUCTION FORWARD CURVED BLOWER WHEEL. HEAVY DUTY MOTOR MOUNT FULLY INSULATED NOTE: DISCONNECT SWITCH IS MOUNTED INSIDE OF UNIT THERE ARE TWO DOORS ONE ON EACH SIDE BLOWER f (DISCHARGE MODEL A B C D E BLOWER H I 1J K FILTER FAN WEIGHT INLINE 1 24 28 92 20,5 17.5 G 10 7 6,5 13,13 11,33 ! 20 x 25 245 LB S Page 2 of 2 JOB Rose Memorial Foundation Center LOCATION Winchester, VA DATE 1/14/97 JOB # DWG # 114ROS2M DRAWN BY MRE REV, SCALE 3/4 In = I Ft DWYER ENGINEERING ig 26H Fairfax Street Leesburg, Va 20175 703^77705988 V z z J � Q Z Z 0 O> LL �z 0 00 U <. ( ) LUJ l l uj Uj � H 00 ('r, Q:� LLf L1J LL z W try U 0 N(N� KITCHEN HOOD DETAILS SCALE: NTS DATE: 03/04/97 REVISIONS: V L_ GENERAL PLUMBING NOTES PLUMBING SYMBOLS FIXTURE SCHEDULE DRAINAGE FIXTURE UNIT CALCULATIONS oU Y _ Z_Z CDC Condensate piping 1. Materials, equipment, and systems shall meet all pertinent requirements of the Underwriters Laboratory Existing Fixtures /---_ 0 (UL), the American Society for Testing Materials (ASTM), the 1993 BOCA PI{umbing Code, American Water C# Cold water piping ` Works Association (AWWA), American Gas Association (AGA), Notional Fire Protection Association (NFPA), ID MFR MODEL DESCRIPTION FAUCET/ VALVE MTG HT DRAIN VENT HW CW item F i x i u r e Quan DFU Each DFU total __J < and other nationally recognized agencies as well as applicable local codes, ._N9r Hot wailer piping 2. Bidders shall be licensed contractors in accordance with local and state laws, includingVirginia's 1016 Hot waiter, return piping H- WC Cr one 3-1 54E Wafer Closet l n c I' u d e d I T' to r i m 4" 2'' _ = 1 / 2' WC Tank T p e WC 1 6 6 � < Z 9 _ P4? g H-LI Crane 1-319-V Counf,erio Lavatory CH-8000-G 34' to to 1 5' 1 5' I/2' 1/2' T Tu 1 3 3 Chapter f I of Title 5{1.1. P Y P � � z Sanitary Sewer piping H-L2 Crane 1-320-V Wall Hung Lavatory CH-8000-G 34' to Iop 1 5' 1 5' 1/2' 1/2' KS Kitchen Sink 1 2 2 3. Bidders shall thoroughly acquaint themselves with the conditions under which the work is to be H - S H Crone MS I - 32 3 Shower i n c I u d e d = = 2- 1 5' S 5 Service Sink I 3 3 performed. They shall examine all services, equipment, surfaces, etc., which this work is in any way - - - Vent piping H- WP Ain S t d 2 715 0 1 8 Wh i r I p o o I 6900 002 = = 2" 1 S, _ , T o I a 1 14 O dependent upon, and bring any discrepancies determined or omissions found In the drawings to the H- T Cr one 2- I T6 X Tub C - 2 341 F I a o r 2' 1 5 3 4 3 LL owner's attention before submitting bid; Gas piping HIS Eagle e HSA- 10- F Hand Sink 1 nc I tided 34' to t op 1 5' 1 5' I/ 2' 1/ 2" ply 9 ' New Fixtures 3C5 Eagle HSA- f 0- F 3 Comp. Sink 300804 On legs 1 5' I 5 3! 4 3/ 4' 4. All installed systems, devices and related items shall be tested in place on site. Replace any and —CDC- A/C Condensate piping 2CS Eog l e HSA- 10-F 2 Comp S i nk 300716 On legs 1 5' 1 5,' 3/ 4 3/ 4' < all conractorsu lied defective devices Items ors stems at Contractor's own expense KS/LS Elkoy PSR-1918 Kitchen/Laun„dry Srnk LK-2088-8 CauA16r 1 5' 1 5' 1/2' I/2' 1fem Fixture Quan DFU -Each DFU total Z te project. --FCD- Condensing f piping Y y 1 5' 1 '5' 1/ 2' f/ 2" � completion of the. ro'ect. y � p g innate condensatePS E I key F'SR- 15 l 7 Pharmacy inac � Sink LK- 2088- 8 Counter WC Tank k Type WC I 0 6 60 SS Fiat SF - Sink A-1 0n legs 1 5' 1, 5' i!2' 1/2' YP 5. Contractor shall guarantee all work for which materials are f urnished: fabricoted or field erected, F� WADE W 1 104 I STD 8 Floor c drain == F l o o r 3" 1 5' __ _= L Lavatory i I 1 11 T/P Belief VaNe -- a SH Shower 5 3' 15 U . Dl'ain -- Floor 3 I 5' _= == all factory assemled equipment for which no specific manufacturer's guarantee is furnished, and all FD I WADE W i f 0.4 STD 8 EG8 'Funnel Fir � T Tub 2 o a ~` work in connection with installing. manufacturer's guaranteed equipment. This contractor's guarantee F S WADE W 9004 Rn d. Fir Sink - = Floor 3 1 5" _ _ _ = LIJ -shall exist for in period of one (1) year from the date of final owner acceptance of the work and shall 0 Backflow Preventer FS I WADE W 9143 Sq Fir Sink == Floor 3' 1 5' _ _ _ = 3C5 3_ Camp Sunk 1 4 4 C V apply to defects in material and to defective wor.'kmoaship of .any kind', c CO J 'R Sm i f h 4020 F I r C 1 e o n o u t __ _= 2 C S 2 Comp Sink 1 4 4 Fr •:" U OT< solenoid Valve H-DF Halsey Taylor HT -El Drinking fountain Soft Iouch bubbler 36' to Spout 1 5' I 5' 1/2' 1/2' HS Hand Sink I f I LU Cf 6, The systems shown on the drawings shall be provided to. serve all fixtures, equipment, and areas within D'F Halsey Taylor HT -El. Dr i n k i n fountain Soft touch bubbler 4 2' to Spout 1 5' 1 5' I/ 2' 1/ 2' SS Service Sink 1 3 3 Q � the Contract Limit Lines as forth by the Architectural solution for the projet. Systems shall r -4 Drain Valve WH A 0 Sm i h BTC- 1 54 Wafer Healer = F I as r = _ _ I " I' PS Pharmacy Sink I I i � W include all equipment, appurtenances, safety devices, and controls necessary for the intended service, HB Jo s om 71050 Non -Freeze = _ _ _ _ _ _ _ = 3/ 4' K 5 Kitchen Sink I I O I cl' Gate valve GT Josam 60137 Grease Trap - F I a a r 3' 1 5' -= _= LS Laundry Sink I 1 i LU 7, All permits and fees required for the work shall be secured and paid for by the plumbing contractor Fire Service Gate valve F S Rd F I o o r Sink 3 2 5 ry and included in bid price, N Q T E S 2 12 I� 111 H � Reduces FSI Sq Floor Sink I 5 5 • tires with FD Floor Drain 6 DF Drinking Fountain 2 1 2 I-" 8. Anything drawn or specified on these plans shall not be Construed to conflict with.. any local, 11 All I fixtures t t h H'_prefix s h e I' f b e a c c a s sib i' e! o the e handicapped n d i c p� p e d �" municipal or state low, regulation or ordinance, which governs the installation of any plumbing or t l Union 2) H- L f i x f u r e• p r ev i d e 8- 5 260 chrome p I a fe d adjustable P- t r a p" 3/ 8 1 P 5 angle stops 3 fy related work, Where any portion of the systems are not installed as in accordance with applicable 3) Water closet s ha .l 1 include O I s o n i f e o-p:e n front seat 195 To f a I I 2 � LlJ laws, .ordinances, regulations and codes, this contractor shall make all changes required by the 4) Pipe sizes shown care Connection sizes only 'see ° plans for Ip i p e run sizes W cc g g `� Gas Cock enforcing authorities in a manner approved by the owner and without additional cost to the owner,-----�0 UP Pipe up 5) 'Wafer supply lines to fixtures shall have an accessible s h ur t o f f valve inside b I d g Total Combined DFU s 146 plated angle stop w/ wheel handle and escut+cheo'n and tubing riser on each Pipe required of 1/8' per foot slope 4- ( �•-' � Q 61 Provide chrome 9, Where job conditions require changes from the contract documents that do not change the scope of - ouN Pipe drawn supp I y for 14WC. � �_ # s w/ retainer clips for H-WG installation or nature of work required, the contractor shall make such changes without additional 71 Provide boll 1 t c.a p cost to the owner, No other changes. may be made without written permission of the owner, Point of connection to existing 8) H- WC_, H - L l , H- L 2, H - T, and H- S H f i x t u r e s s ha I I be while VTR Vent ii e through roof 9) WH is 89' gallon, 154 MOH, 146 GPH recovery at ,100 degree F„ 6' flue -requires 120V connection 10, AN equipment and f ixiures shall be new and unused and Installed in strict conformance to p p h 16) H S`H f i x tur e model 180 A A pressure b a l a n c e d, s Ingle lover mixing valve with integral stops integrally manufacturer's recommendations,. Provide fixtures complete with all trim, stops, hangers carriers, UON Unless otherwise noted molded seal, grab b e r s, slide guide, rod and c u r i a i n, hand heldshower h e o d, stainless steel hose supports, etcncluding provision for the hondlcopped, if required, Where fixtures are accessible to hose with integral vacuum breaker included Rough -in d i m e in s i o n s 49 - 1 / 4' X 34-1/ 2' Shower the.handicapped, fixtures must comply with all federal ADA regulations, AFF Above finished floor I s one piece acrylic with on f i -ski d ff oor , 11) H-T Acrylic whirlpool bath, 60' X 32' X 19' 3/4 HP pump/miofor, six multi -directional, adjustable flow Jets 11. Arrange for chases, slots, and openings in other building components to allow for plumbing SS Service Sink airv o l u m e controls, safely textured bottom, ott.om , i n t e g r i self -leveling feel, molded l d d lumber support port Po v i de 00 installations. Coordinate the cuttingand patchingof buildingcomponents to accommodateinstallation 8868 023- 002 chrome plated spout, 1495 510 single lever, pressure balancing valve t D Floor Drain plumbingequipment and material, 12) GT is manual cleaning. recessed type of 35 9pm, 70 1b greisse capacity, pointed inferior/exteri o r, L Lavatory or Sink with 3" inlet/oullel connections, flow control fitIIng, sheet frame with non-skid cover 12. Do not endanger or damage 'installed Work through procedures and processes of cutting and patching. 1 3) DW shall be Jackson series JP 24 Dishwasher sfi a I I use 26 4 g.o I l o n s of water per hour Unit h a s Provide repairs required to restore other work, because of damage caused as a result of plumbing WC Water Closet built in booster heater to provide 180 degree . water Unit has 3/ 4h p motor and requires 6 7 kw of 20 8V installations, p g14) Sewage eJector u-nit shall be Zoeller model 91.0.0009 Unit sh-all be supplied with pump basin and check valve SUPPLY FIXTURE UNIT CALCULATIONS � U Urinal 15) Provide and insfolI Tub with wall surrounding fiof model A-9000 tr 13, Coordinate the installation of required supporting devices and sleeves to be set in poured in piece C'0 Cleanout . concrete and other structural components, as they are constructed, < 14, Sequence, coordinate, and integrate installations of plumbing materials and equipment for efficient DN Down flow of the Work. Give articular attention to large equipment requiring positioning prior to - p g q g p g p =--=-� Flow Direction Arrow closing -in the building, IE Invert elevation. Existing Fixtures cb 15. Where.mountingheights are not detailed or dimensioned, install plumbing services and overhead GAS LOADS equipment to provide the maximum headroom possible, NTS Not to scale Item F i x t u r e Quan SFU Each SFU t o t a l ETR Existing to remain in 16. Install plumbing equipment to facilitate maintenance and repair or replacement of equipment WC Tank Type WC 1 5 5 � components, As mpch as practical, connect equipment for ease of disconnecting, with minimum of T Tub 1 4 4 interference with other installations. Water meter e Kr � Kitchen Sink I 2 2 p SS Service Sink 1 2 2 qt Gas meter ,. 17. Coordinate the installation of plumbing materials and equipment above ceilings with suspension system, HB Hose Bibb 3 5 15 U) light fixtures, ductwork, conduit, and other installations, Coordinate plumbing equipment and MC Mechanllcal Contractor °" _J materials installation with other building components. CS Generall Contractor Total 28 18, All pipes shall be of the size given on the drawings. All piping shall be run true to line, Pipes Ne w F i x t u r e s may be moved, if necessary for installation, provided that the nature of the system is not changed. EC Electrical Contractor Max Distance From Me 'ter to Item 300 Feet All pipes shall be concealed located above ceiling, below floor or in wails, except where connection PC Plumbtnig Contractor SERVES DESCRIPTION QUAN MBH TOTAL Item F i x f ur a Quan SFU Each SFU t o I a I is made to fixture. Numbered dote CO New Bldg Furnace #1 1 60 60 WC Tank Type WC 10 5 50 19, Coordinate connection of plumbing systems with exterior underground and overhead utilities and New Bldg Furnace # 2 1 120 120 L Lavatory I I 1 11 services. Comply with requirements of governing regulations, franchised service companies,. and FD- Floor Drain New Bldg Furnace § 3 1 t00 too SH Shower 5 4 20 controlling agencies. Provide required connection for each service. New Bldg Furnace # 4 1 120 120 T Tub 2 4 8 F01- Funnel Floor Drain Existing Bldg Furnace 15 1 100 100 3CS 3-Camp Stink 1 4 4 N Q d on information, drawings, equipment cuts,, etc, prepared by E x I s t i n- B' I dig Furnace # 6 1 120 120 2 C S 2-Comp Sink 1 4 4 FW 20. Plumbing service rough -in shafil be base gg the equipment supplier, Final plumbing connections shall be made from rough -in to equipment after Q FS - Floor Sink New B t dg Griddle 1 150 150 HS Hand Sink I I I 0 LO equipment Is set in place. FS 1{ Square 1.102 Floor` Sink New Bldg r y e r F 1 90 90 Ss Service Sink 2 2 4 New Bldg. Dr yer 1 120 120 PS Pharmacy Sink 1 2 4 21, Actual locations and mounting methods for fixtures and penetrations ore subject to Archite/ct's HB Hose Bibb New Bldg Water He o i e it 1 154 154 KS Kitchen Sink 1 2 2 approval, Verify oll dimensions by field measurements, L S Laundry Sink 1 2 2 22. A11 pipes, pumps, control devices, fire protection, and miscellaneous apparatus shall be clearly FF Finished Floor To t a t MBH i 134 Dish washer I 4 4Ice Maker 1 0 5 0 5 a marked for easy identification and safety. Use block plastic or bakelite name plate engraved with Tr_ Tempering Valve Clothes Washer 1 3 3 white letters 1/ 4° high, Punched tape is not acceptable, Servicesize is I' black steel of 2 psi D F Drinking. Fountain 2 0 5 1 Remove' and dispose of properly HB Hose Bibb 4 5 20 v~i 23. The hot and cold water supply line bronchs for all lavatories, sinks, showers, tubs, and hose bibbs t -,hall hove Josqm or Zurn water hammer arresters installed on the high point.at the end of each branch To t o 1 136 5 a' line, Q Total Combined SFU's 164 5 24, All above -ground water supply piping shall be Type L rigid copper, All below grade water supply Equivalent GallonsPer Minute 3 1 2 � Ji piping shall be Type K soft copper with at least 0' between joints. All joints shall be soldered Severe Size 2' LJ with 'lead-free' solder (e.g;, 95-5), "" w 25. Flush and sterilize water system of ter connections are made .in occordance with local regulations. Lo 26, Ali openings for waste, vent and other pipes shall be sealed with expanding foam to prevent transmission of sound between floors and rooms. All floor -mounted fixtures shall be set on neoprene isolators. ADD ALTERNATE BID 27, All domestic water piping, vent piping and,gas piping shall run above ceiling, UON. All sanitary and storm waste piping shall be run under the floor, UON, 28, Existing piping shown on drawings is based on original drawings, and'location, mounting heights and ADD ALTERNATE BiD Provide Amtrol #PB-50 or equivalent, 1.5 HP, 44 gallon pressure points of connection must be verified in field. Alt piping is new, UON. In general, do not abandon tank, 20-80 psi pressure range, 30 GPM maximuxi flow, 45 psi maximum pressure boost, aid piquing - remove and dispose of properly, unless inaccessible or under slob, or unless noted 5 psi minimum suction pressure, cast iron casing, bronze impeller, stainless steel PLUMBING otherwise, NOTES, SYMBOLS, shaft, mounted on a fabricated steel frame. 29. No hot and cold water supply piping shall be run on cold sideof insulation in outside walls, crawl r AND SCHEDULES space, attic, or other unheated space. �- 30. All water supply piping shall be Insulated with t/2° Owens Corning SSL-11 fiberglass minimum, with To Spr"**s Vacuum Relief sealed seams. Provide and install 'TropWrop ADA compliant, vinyl coated with standard white finish, NOT TO SCALE Valve foam insulation on oil exposed plumbing waste and supply connectors underneath handicapped accessible - SCALE! �8n = I i _ou lavatories. CW- —} . T Pressure type flaw Rvift`h DATE, 03/04/97 32, All horizontal branches and vents 3 in diameter and over Cilnnecf Flow and Tamper Sw Icties fa FdGP z 31. Ali hose bibbs shall be freeze -proof hale. bibb5, (ION. ° ' er shah be sloped at t/8° per foot minimum, y unless otherwise noted, All horizohtoi branches and vents under 3° in diameter shall be sloped at trlerMolarcW>r� Sf#rfaffValvelTyplcall, REVISIONS; 1/4" per foot minimum., unless otherwise noted WON), Main LTrorm 33., Plumbing contractor shall furnish record set of drawings with tiny deviations marked in red ink, llefordrraeOn* arid Drip Cup -- - -, � � Y. =' itoilwPreuureGage Reducers ITyp-21 34. Fabricate, install, inspect, test and purge natural gas systems in accordance- with the latest edition - "y NFPA 54, and with local gas company. Gas pipe shall be schedule 40 block steel, LION. ( Union iTyp-2l -- — Alarm Owk Valve T �- W Tamper SWik-h on osar iTyp-21 T1P Re ll of Shdoff Valves pypl-' Valle 6'erxfy Si"se Lixal ion with Fire Morstall prior to cmnsNuelaon SPRINKLER SYSTEM NOTES -- Gas Fired MWW . _ . • efi�rk V � � - Drain Valve ----- --- Goo Union ApprovedV2rireol 8oclrflaw;Proleellon 35. All Fire Protection systems shall be in accordance with NFPA regulations, and all local codes, including the requirements for .bockflow protection, I OS8Yllypi-� TomperSmrlchonQS?YfTyp-21 36, Building shall be. fully sprinkiered. Sprinkler system shall be light hazard in accordance with NFPA 13, except, S omt?cyd germ eseFire in kitchen, which shall be ordinary hazard; Fire service and sprinkler riser shall be 6° block steel. Ansul AkmahcAtoValve / FD 11 system for kitchen exhaust hoods shall. be ,provided by hood supplier, GRADE_ f i Floor I Vent less Regulofor,' 37. Sprinkler contractor Fire shall prepare a fir® suppression ceesloy hydraulic calculations, II I1- . SMeiTie Rods Gas Sfwfolf'rPp approval by Nosprinlrwork hall comma Priortobtain ngpprovalof these It, drawings by Fir®Marshafl, Dlllleg Reducing fee /match corn size) " 6' Fife 38, Sprinkler piping shall be coordinated with ductwork, lights, structure and other piping, , The sprinkler To Akin Thrusfetak contractor shall have the responsibility for this coordination with other disciplines, SHEET, FIRE SERVICE ENTRANCE DETAIL 2 GAS WATER HEATER DETAIL . DiNYER ENGINEERING P-1 NOT TO SCALE P.-1 NOT TO SCALE 26H Fairfax Street Leesburg, Vo 20175 703-777.5968 OFI TO WATER MAIN TO WATER METER GAS METER 8 RMAXOR 19 BASEMENT SUPPLY PLAN .W _ V-0. NUMtitRLD NO ?F (D New 6' fire service out to water main. See civil plan for continuation. O2' domestic water service to water meter. See civil plan for continuation. QNew 1134 M6H 2 pst gas service and meter. Coordinate with local utility, ® 1-1/2' gas solenoid valve controlled by hood fire alarm system shall shut off gas supply to hood in the event of fire. Provide and tnstall baokflow prevent9r on Ice machine and dishwasher per local axle requirements. Do not run piping over hood or electric panels. ORun piping or warm side of insulation In exterior walls (typical). QLocation of fire riser. See Fire Service Riser Detail on sheet P-1. `:J Provide and Install tempering valve set a 110 degrees, per local code (typical 5). New gas-flred water heater. Run T/P relief valve to floor drain. See Water detail and fixture schedule on sheet P-1. 11 Fire Department siamese connection. Verify location with Fire Marshall and sprinkler contractor. 10 Provide and Install check valve and Taco model 007 recirculation pimp. U Run 1' condensate pipe from condensing furance to service sink per local code. Coordinate pipe routing with ceiling heights, lights, mechanical equipment and structure. 0 Run V condensate pipe from condensing furance to existing service sink in basement, per local code. Coordinate pipe routing with telling heights, lights, mechanical equipment arxi structure. QRur, 1' A/C condensate pipe from A/C coil to existing downspout per local code. Verify location of existing prior to construction. Coordinate pipe routing with ceiling heights, lights, mechanical equipment and structure. V Run l' A/C condensate pipe from A/C coil to new downspout per local code. Coordinate pipe routing with ceiling heights, lights, mechanical equipment and structure. 3 Provide and Install Maxitrol 325 vent free gas regulator per local code. Provide 3nd install vented regulator on gas line serving cooking equipment. Vent regulator through roof per local code. Coordinate roof penetration with structure and mechanical equipment. `.:r 2 psi gas pipe above ceiling to serve furnaces. Coordinate pipe routing with structure and mechanical equipment. 2 psi clas pipe below floor, to serve furnaces. Coordinate pipe routing with structure and mechanical equipment. ',- Remove and dispose of properly existing pressure iaol, &d associated piping. 0 Connect new 1-1/2' cold water line to existing water service per local code. Verify size and location of existing prior to construction, report any problems to engineer, © Connect new cold water line to existing cold water line below floor. Verify size and location of existing prior to constro_rcttOn. Connect new hot water line to existing hot water line below floor. Verify size and location of existing prior to construction. 1/2' 2 psi gas pipe down to basement to serve water heater. Coordinate floor penetration with structure. 0 1/2' 2 psi gas pipe down to basement. Coordinate floor penetration with structure. 0 rotation of bottled water Gooier. Verify exact location prior to construction. 0 HE _ I i ti-r►C DN nKDN :� ' I ;i r--- j �lf-WP DN ^ !TN- % I i ON HN j I 13 + K BELOW LAB__ ---- I BELOW FLOOR FURN-2 i ' FURN-1 '� T If TM' ' 1�- HN ---Ft _ - -1"CW _----- _-----i---_ --+++; ---- `--------- _-__+ -= - ---- 1• CW---i�+--- __- r _-E}=t- HWR `' - - i --�-r 6AS ABOVE Ct 1t /NG " :-� • I r G r GAS ABOVE CEILING 19 ( ( 19 I - H-LIj DN I T DN I T t ---- ---- H-S 1 ,, H-sHi I 1 ,. i 1 COOLER\FREEZER '!. H-L 7^ .. FIRST FLOOR SUPPLY PLAN + H'•�, „) E. SH in FURN-3 KQ- .-7--� -- ,------------ • cm _ 17 1 Floor I - TO WATER SUPPLY cm EXISTING WELL -------�� E-- -- l—ETRCW-- TOEXISTING FIXTURES W �T i I � � I 1 ' Pr's, r Basement Floor BASEMENT DEMOLITION RISER ran,. TO SCALE -t DWYER E NGNVEERING 26H Fairfox Street Leesburg, Va 20175 703-777"5988 0 _Z r Z 0 U Cr n H CC W z LU U Z 0 Q z� 0 ___J Z O� � O LLJ < V wU tl7 � 00 Lei 0 w C0 CV m BASEMENT/ FIRST FLOOR SUPPLY PLAN SCALE 1 /8 =11 _n" DATE: 03/04/Q7 REV!SIONS: F. r r3 44 RouF NEW BUILDING EXISTING BUILDING j Ceiling- ---------------------------------------- ----- - ----------------- ----- ------------_- ---_------------------------------------- - -- - - - ----------------_. __ - - - --------------------------- - Ice Dish Clolhes H-DF DF H-L2 H-L2 H-WC H-WC SS WC LI Ll U j H-SH H-LI H-NC H-SH H-Ll H-NC H-L2 H-WC H-WP H-SH H-LI H-NC H-SH H-LI H-WC H-S HB Maker Waster 3cS PS LS 2cS KS SS H-SH H-LI H-NC woshPr N8 LI T WC i=1oOr#` �1•• �i �• �1t I r__ ' �1• �1• �1• �?'1• !�' !�'� BFP BFPt___!•• y�• --- - -_ - _- �_•_..�-I` r-- - t - 17 �I--r-- �I---+�+-----�---?' cw- . - ----� -W+�� Ik• cW- - - - - - - - ---- /* j r Basement WH -I --2' cm'- \_ TO t" WATER METER 4,___ 44A r�—kc#v­ 4 -4 4L A— 4. I 1.4L L If Hw --- T- V HW -J+--� r .� T T 4' TM ! — f Tw -- — !' Toy —►��----------+�►--------------r+-- -- l r cw ---44- --- —aa- -- I----_—►�+----------w+----------_—_ —_—. t •car ---------- - - - -- -- - -- l�' HWR -- -- oho-+-- " HWR - - - --- - --- - --- - SUPPLY RISER F2 NOT TO SCALE �t4rQ!`;-Cw ETR-�f- -CW ETR-�`I- �' - �HwETR--- � LHWETR— 1 I fi Hw ETR + -+. I ----• - ------------------'-- -------------1•-�---- l' CW ---i-CW ETR- TO EXIST /NG PLUMBING FIXTURES i 3 VTR , Roof VTR J1L I i 1 , r+------•---a1I----- i�•V ----+1 + , I I (,- I I ---2•V---hj ---- +,---------- �r----� -----+ter-------- 2 V---------- ---+, T ---2'V------It+-----«� c+----_,t ��"V------i-----'-T --------- -- t �+----i4------!'V----+;►-----++- I I I I i I T I I I 1 "t-f'- i`--- Ij -------------iTl----r�----- + I I 1 t T 1 1 I I I -- ---- ' L ---- I ' - ' I ! I I I ' , t I I I..__.-_- - - - - - - - - -L -- _ - ------.._.--- ---- - - - - L----- - _---------1---------------- 1 - - -- t--------------- It__ I J . - I _. I_ _.. ..- I r , I 1 I I I I_ , I 1 DF I H-L2 I H-L2 I I LS I fS I i I I I 1 t I i I I I I i I SS t KS I HS 1 N-LI I N LI 1 H- / I I ' ' I I , I I , , L H-L2 I I H-Ll H-OF I I I JCS I I I I I I Dfsh i ► I I I 1 CO H-WC I• H-WC FD I FD 2 CS I 1 Wostler I I 11�' I 11p• 1I?" i I I /I?• /b. Floor Co cocQ I I FD FD CO FD/ FS I H-WC co I H-SH FSI COI FS I H-SH I H-SH I 1 I H-wC 1 ' _..- -- -- - - --... .-- ------ I-- ---�- -- FS ;LJ H-WC H-WC H-wC I H-WP H-S'H' CO ► H-SH _T I 3 33" 2' � r � � CO .__ _ V 3 co .3' 3' I Co CO * co Co 3 Regu lolor--' I ,e rw �- TO SEWER MAN EXISTIN&BUILDING ----VETR--;---I-VETR----ijl--VETR-� I--ZV __l4+---------11 _.J-------------- 1 - - I I Ll I SS L/ 1 L/ I I 1 Floor H-Wc T 1 CO WC I �• w DWV RISER NOT TO SCALE 21 154 MBH i New 1134 MBH 2 PS ! gas meier Max. disc. = 300' ement 3/8' 120 MBH ke Psi " 1� &4 '9 15P1 .90 1A MBH -URN e 3 GAS RISER -`t NOT T O SCALE 72PS/ 4" W FR0o H-WC _ _ __. DWYER ENGINEERING 26H Fairfax Street Leesburg, Va 10175 703^777.5988 o u z z j z O J �- <t >- 0 z z� :� 0 > LL J r �z O o0 U wU CE� ::FU 0 (w []� LIJ 1-1— o o Lij - cr W w I z W UI0 PLUMBING RISERS SCALE, I/8"=P-0n DATE. nq/04/97 REVISIONS; SHEET: F 4