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HomeMy WebLinkAbout24-99 OMPS Funeral Home - Opequon - Backfile-8 a oii�vrr,/ii/;�,i ,wf/piairrr` Irr!✓r7lir✓ur{riiir,!iai�li/rirrj Yria.•.�f![4//rrllrJf/lli///,lyi�i , �lir yl ? S ✓irr �f� ilk;%: s/ f ,vawai�,aii�r,� ;iirr rrrr rr,..vl, u::7iuP/iur..iif� f f,,rrvrii,G i %Yr i 7ii aisiuix � .i %iris; /m• %/iii� /r�ir/l7iii' / • rwu Fr / /c H/a�/ / z /PPrm /v bP. /sa i r / �. a e.P m ,ws as r,s... /P /v//. b .A%.✓/%.Jail l 6l 9 /YP .i /b.GYiN /1.Y/l/1Wh. N/ 1FkP�%H`/W%" //M%//Pti/P. / ::G //.H .Y/. r'ASY. .l'/ ./,. _//_¢..-dW. / <!N/, r.N// Wf/�bdiP ✓HAPW/:N/AW/Pf1..!6/%M/. ,U.YfiN/1.P,4J J /// /r/:.Y//IYNP)%G�/ r l//, /Nhib .. .r/.Nt�J,r/!r}/!./. N7J4/./H, RViY.N , ... YI F.>'KkT �Y. rtY:.t� /P.. f_ f+N �' JYlll' .r✓br; �d./rPr,.l.vvi s✓/l dr,. n.: r/bipn/�ss7Ji//7y6rN / r -alPi. /i S. ,C9 i! r ..rYfi➢ M J Y. k/ .G ,�.. ?' ..... .. J .err ? r � ,� •. �P. 4' , .,� - f ,'` `�niiry � / § � � ... � f � ���% .?r �� r r � !� / J sJ � P ..... � . �' 'x Gr�N.. � � �.., 4 .� . _ / � ... g ✓/ .i � s, ,�.' � fd �'�ir; ,� i�%•N/,/lllr y / / � /. / � 4j � s $ �� /� !A: J� y '•�. '� 1 � #� ,�. �i.J 7 fj+ 3Y/d� ''/ fh, f �J 'y,� �.tarr..�b' '// i +,F✓7 �.jy�in.' 4. .ec+ rwfiiP//.s.•�, �ayy.' dvP>,✓r, ei3 /{,. '.✓ N� �u•nrri;r ,,yy ,cb J..w' � ii_a- �P,://y. N!' �°i^X.}'Ni,' un ��Hf:'" .4J i �F.A` -�"i/ v rQ/CdW:✓' d.9 �J Y� (ek]" .YI/N� 'C/b %l .4 I� / 1. / .G F - iF ar. � 'tr,Fy� a� � � ./ � / � r4" faL� 6 b� RV L./.l T/' CONSTRUCTION S"7RUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the P Y Y P .. P ry completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authorityy and the contract documents. 2. The engineer has attempted to locate existing subsurfoce utilities; however, such may exist that are not shown. The contractor shallexercise care in this work so as to avoid damage to any utilities. Any damage shall be, the contractor s responsibilit . The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility° 1-8ab-257-777�. 3. • The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locatrons shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any` unusual subsurface conditions encountered during the course 'of the work shall be Immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutshee_ts should show existing ground elevations at centerline of u{ility, structure or road, and offset hub elevation. EROSION CONTROL 1 • A Land Disturbance Permit will be, required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works .Department. 2. Tempporary and permanent erosion control structures and methods to be in accordance with the Virginia. Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are, to have stone . base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction Is not In progress.. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area.. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn' quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited, 2. Access for emergency vehicles must be -maintained at ail times during construction. Temporary street signs must be posted as construction begins, Contractor must ensure that parked vehicles do not Impede access to fire hydrants. Fire Hydrants are not to Ibe obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County •Sanitation Authority inspector in the .field. Contractor to provide assistance, as the Inspector may require in this effort. 3. Temporary termination . of sewer line shall be plugged with a watertight plug. The ends of the laterals shall e marked with .a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter, is set they will require: 1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade 'of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall' install all water and sewer services that connect to existing lines. The location' of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and;poy the cost of t Is work. 7. Frederick County Sanitation Authority approval of this site pion expires two (2) years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. Ail 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 pions, the most stringent shall govern. 2. All construction shall comply `with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & ^Re ulations. 3. When•working on VDOT right, -of -way, all traffic control, whether permanent or temporary, shall be in accordance with the current .edition of VI70T s work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOTs January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104,04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-wayy. 6. If require 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. 7. 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. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment, Control Handbook, See 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36"' cover and, when passible, to, be installed under roadway drainage facilities. 1.1. Any -unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by,V.D.O.T, 12. All undercut areas and borrow material shall be inspected and approved .by VDOT Inspector prior to placement of fill. ' '11 13. All roadway fill, base, subsurface material and bockfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AA HTO T-99 Method A, within plus or. minus 2% of optimum moisture for the full width of any dedicated -street right-of-way. At the direction of VDOT Inspector density tests performed by a, qualified independent agency shall 'be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14."VDOT Standard CD. and UD underd'rains shall be installed where. indicated on these plans and further where determined necessary by "VDOT Inspector. 15: The installation• of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum' design standards and is the developer's responsibility. 16., if required by the local VDOT Residency Office,• copies of all invoices for materials within any dedicated street right-of-way must be provided to the VD IT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signoge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. 18. CC-12 Curb Romps (Persons with mobility Impairments) should be constructed• of locations as shown on the plan °sheets or as directed' by the V,D.O.T. 'Engineer/Inspector. p � � :uma{�...Ex� r: R.t .y � '.';k.. . am ;^i •� ,.,� x �.atN.... < i BG Winchester Airport / / a / eR• i / h19 / 0 0` Ln rft i1 I_J P N O N �amartm ' SITE DM- n 14� Vicinity Mag Scale 1 "= 1000' MAY 1999 gilbert clef f Ord amssociates.)inn. Engineers ® Land Planners Surveyors 150-C Olde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester; i/irgin a 22601 PHONE? (703) 398-211 PHONE: (540) 667m2139 FAX: (703) 393-2116 FAX: (640) 665-04,93 s SHEET INDEX 1 COVER SWEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION CONTROL PLAN 4 SECTIONS & MISCELLANEOUS DETAILS 5 PROFILES & MISCELLANEOUS DETAILS OWNER/DEVELOPER: LARRY T. AND i., VIRGINIA 0 1-540-662-6633 REZONING CONDITIONS REZONING APPLICATION #001-97 PROFFERED THE FOLLOWING: ® REZONING APPLICATION. SHALL BE USED FOR A FUNERAL HOME, THE FUNERAL HOME SHALL BE 15,000 SO. FT. OR LESS IN SIZE. THE REZONED PROPERTY SHALL HAVE DIRECT VEHICULAR ACCESS VIA A SINGLE COMMERCIAL ENTRANCE CONSTRUCTED TO VDOT STANDARDS TO U.S. ROUTE 522. ® $714.62 SHALL BE PAID TO FREDERICK COUNTY FOR ARE AND RESCUE SERVICE COSTS PRIOR TO BUILDING PERMIT BEING ISSUED. ;FINAL SITE PLAN APPROVED Approved by Frederick County Zoning Administrator e Site Plan Approval Valid for 5 Years From Date Shown Hence Date P�1 H �F ALD A. MISLOWSKY, JR• Z a NO. 020674 PrIijectNumber. sheet Number � of 5 REVISED 7-13-99 PER PLANNING COMMENTS 3 <i I mg 0 mi :_i ::i =111i Ckf CC Cr- EXIST. SEWER MH #6s I O LAWRENCE 8c LINDA SULLIVAN " SAN. SEWER I RIM= 725.69 vi 6 N N 6 6 N Ex►$TING 8 I TM-64-A-35 0 0 o 0 0 o INV. OUT= 718.50 .,..1 %` ZONED: RA RONALD RUSSELL -- WILLI AM E. BRAITHWAIT LL1 CL/ USE, RESIDENTIAL I - TM-64D-4-6 TM-64D-4-7 I iiL C� I _ ZONED: RA A --- - _ A ..FOX TAP AND SERVICE TO PROPERLY NTIAL I USE RED IDENTIAL J ExISTINc z, .. TURESS - SEWER ELWOOD � �o LINE BY f,C.S.A USE. RESIDE TM-64D-4-5 _'I PROP. 20 R. PRNATE BENCHMARK ,WPP _ ELWOOD TURESSA FOX - I SEWER EASEMENT 2 NAIL5 5ET IN BASE FH _ _."" _ -ZONED AR �_ - _ .... - _ �--___ - _------- TELEPHONE -.AND. ELECTRIC-.,_ ".� ._ °° _ / OF WPP #94478 EXISTING OVERHEAD) - SA FOX TM-64D-4-"4 I _- _ VACANT ��• - '--J USE. I 1 2-90' EL/ o TURES 5.0' ELEY.=727.20 _ ELWOOD & --- - - ZONED•. RA 4 a aexa1tt - _ : _ --- PROPOSED 10 FT. TEMPORARY ___ _ _- _ --- -- ._ _Cr NOTE TM-64D-4-3 1 USE VACANT W EXISTING 20 DIP. WATER MAIN. CONSTRUCT EASEMENT -- -- _ `� _ _ _ LL ZONED: RA I BUILDING ALL Y VI INIA UNIFORM STATEWIDE - t - rr BUILDING CODE AND SECTION 303.0 USE GROUP A 3 (ASSEMBLY) � m " RESIDENTIAL S _ i RE OF THE BOCA NATIONAL BUILDING CODE OTHER CODES THAT „ � V) USE. ABLE FACILITIES APPLY AREA CABO/ANSI A1171 1992 ACCESSIBLE AND US I �. • �.... ---` 1 i' '��IM; - " - AN A/E SEAL IS REOUIRED FOR A-3 BUILDING PLANS. z :X Z o WPP - �- - -_. - �) _ 4 x flag`• s. - Exist. W P P o� W xis . Wood Power Pole INV.=719.83 :_ _._.- __.._ w v 3= a 0- SEWER SERVICE NOTE: WPP - 1-6" TAPPING SLEEVE AND VALVE BY F.C.S.A. WATER �' W " Z -r0 1�1E, �Q AND SEWER BORE CASINGS TO EXTEND FROM R.O.W. t° �' ROUT �� IF CORRECT FALL ON THE SEWER LATERAL WITH `� z o 761 �T - U. PROPER CLEARANCE TO THE EXISTING WATER MAIN ,rl n LINE TO R.O.W. LINE TAPPINGS SHALL CAUSE MINIMAL PI S30 �'�� TO ��• 85 A�n C � StGH't p15T, � DISTURBANCE TO EXISTING CURB AND GUTTER. LOCATE FRONT ROY A CANNOT BE OBTAINED, F.C.S,.A. WILL INSTALL A T vWATER TAP AT CENTER OF CG-7 SECTION.WIDTH R�) 15�• A pj A 2" SDR 21 FORCE MAIN TO THE RIGHT-OF-WAY UNE. 4 ( t11�1 �O ��.• SIGHT p THE OWNER WILL NEED TO INSTALL A GRINDER 8 _ n u �' PROPOSED tIwONUNENT SIGN �,IMIT _ 45 M. r ' 11. PUMP STATION AND CONNECT THE FORCE MAIN TO } im vy 84 FT. 16' CASING. JACK SEED EXISTING ENTRANCE THE F,C.S.A. STUB. al `n HEIGHT=3 FT. FEATURE I AND BORE CROSSING PER EXISTING ENTRANCE + PROVIDE CG-12 HANDICAP -ACCESS, .tQ'o N AREA= 24 SQ. FT ,g` . �6 VDOT STANDARDS. FEATURE RAMPS. AS DIRECTED 10Y V0 T INSPECTOR. rn rn <n rn rn PROP. STR. 2 1-F.H. ASSEMBLY a � 2FT.CANOPY �+ �����o� i 0 i E o �s SUPPORT FEATURE N ^ o' ' TYPE: DI SET 3 FROM CURB - PROP. STR. �1 o ; RIM= 725.90 '- IRF 10 MINIMUM PROPOSED 1 1 2 CANOPY HEIGHT= 24 FT. MSP $ .- � � � � CO TYPE: DI-3B INV. OUT= 721.90 WATER METER / 1 __ RIM= 723.60 INV. IN (ROOF)= 723.5 cn EXIST, DI INV. IN= 719.80 lb THROAT= 12.0 FT, NOTES; w, DI TOP=722.94 INV. OUT= 719.60'Ab386.2T 1. ALL SIGNAGE SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, V THROAT= 6.0 FT. 2-45 EL. CHAPTER 65, SECTION 165-30, SIGNS, a INV.=719.06 EX. U G POWER GROUT NEW CONNECTION ; ' •PI • ^` `- �', 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. WATER -TIGHT -"� •8CG 103 I N --' EX. WOOD POWER POLE 3. NO OUTSIDE DUMPSTER PROVIDED. COMMERCIAL TRASH COLLECTION 0 .. - BY OWNER/OCCUPANT VIA LANDFILL n MSP +....:.' ` _ M �„ 0 4. NO OUTDOOR STORAGE AREAS ARE PROPOSED. NO TRASH OR ,� S > �' ... -«.' ...-.- f S J� vV '. -.. 21 RCP C C2 3 , 0, w _ ^ �� _ �_���-- - - 50 d I©• TRASH CONTAINERS SHALL BE LOCATED OUTSIDE OF THE BUILDING v N WGP 1 t �* AT ANY TIME. O �n ti 5 ARE TO BE PLACED UNDERGROUND .ALL Ul<ILmES � • o r ao YARD INLET (721.86) �._' - ..:. -....�� .o' 10.6',�° � 17.22 INV. = 719. 56 LIGHTED ENTRANCE POSTS NDRA ' 8` Atom P141 ? 30 74' a y , ONE WAY � COOld I • DO NOT ENTER" T �, -.-_-- o ' .25 31.2s SUNSET MEMORIAL,INC CO I� �, , SG ,. _ PG 6 0 DB TM- - -A 93 4 CL. °° 64 3 ES _ � g SP A r I 50 B.R. 8.00' � POLE MOUNII=D HANDICAP PARKING .31' ZONIED: RA SIGNS INSTALLED PER VIRGINIA USE: CEMETARY I 20.0' 22.0 STATE CODE SECTION 36-99.11 800' � CANOPY HEIGHT= 20 FT. C • 20 0' 1 5' EL9to 22.0' 0 22.0 N -RAL HOME •541 � I g SPA ES o . PROP05E17 FU .,� 0 I __ - z0.o' W W s• r F T ca U a r ' '` ry 7,098 SQ -� EXISTING TREE TO REMAIN I M cl_ ,�'• � � <; � F.F. ELEV. 730.50 A 15'x 71' LOADING AND SERVICE °O 4 AREA FOR EMPLOYEES ONLY. TRIP GENERATION LL , --�'�- BUILDING HEIGHT= 29 FT. o. FONT LOYAL t'IK� 3 PROPOSED COLUMN SUPPORT STRUCTURE ITE, 6T►•+EDITION ESTIMATES b I `S 10.4' �•Q - o 3.00' �260 3•QO' 0 a THIS CEMETARY DEVELOPMENT Y i (TYPICAL OF THREE) WILL GENERATE 153 T.P.D. ao (USED CODE 566) .. I �R CANOPY HEIGHT= 20 FT,110001 �� ��3 I eQ WY LL UL IJ EXIST WOOD SIGN POST DORIS F. CASEY TM-64-A-23 ZONED: RA I USE: CEMETARY 0009 CO c� N JR I � 1 ITEMS PROFFERED AT REZONING z s9 3'R. ono i• THE REZONED PROPERTY SHALL BE USED FOR A FUNERAL HOME, / THE FUNERAL HOME SHALL BE 15,000 SQ. FT. OR LESS IN SIZE. I "' 2. THE REZONED PROPERTY SHALL HAVE DIRECT VEHICULAR ACCESS VIA A SINGLE COMMERCIAL ENTRANCE CONSTRUCTED TO VDOT STANDARDS I I TO U.S. ROUTE 522. R = 43.32' F 3. THE OWNER WILL PAY TO FREDERICK COUNTY, PRIOR TO A BUILDING I L = 22.99' PERMIT BEING ISSUED, THE SUM OF SEVEN HUNDRED FOURTEEN 5' PARKING SETBACK DOLLARS AND SIXTY-TWO CENTS ($714.62) FOR ARE AND RESCUE I --- - EMERGENCY SERVICE COSTS. I N 00'59'20" E 65.47' IRF 1 �V0 STORM SEWER DESIGN COMPUTATIONS CULVERT FROM TO LENGTH SLOPE DIA, POINT POINT INV. IN INV. OUT (FT) (%) (IN) NOTES 1 STR 1 EX, DI 719.60 719,26 30.0 1.137 15 RCP 2 STR 2 STR 1 721.90 719.80 112.0 1,88% 15 CMP ROOF ROOF STR 2 727.00 723.50 135.0 2,59% 8 PVC �torrn Inlet �urnrmar , and tump Inlet Depth and Spread Calculation, Str, No. From Inv, In Inv, Out Inv, In• Top,Etv, Type Throat(f t) 1 A 719.80 719LO --- 723,60 DI-3B 6.00 2 B 723.50 721.90 --- 725.90 DI-313 12,00 RF 41 _L_D L L7. ''__ (Z J,_ CAR STACKING AREA FOR FUNERAL PROCESSION SUNSET MEMORIAL, INC. D6 728 - PG 936 TM-64-3-A ZONED: RA USE: CEMETARY PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE (AT TIME OF PLANTING) SPACING QUANTITY ACER RUBRUM RED MAPLE 2" CAL" 0 6 " HIGH AS SHOWN 10 OUERCUS PALUSTR/S PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 20 LEYLAND CYRESS 4' MIN" HEIGHT 4.0' ON CENTER 12 FORSYTHIA 4' MIN. HEIGHT 9.5' ON CENTER 30 ARBORVITAE 4' HEIGHT J.5' ON CENTER 48 SEEDING NOTES:, Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 Ibs Tail Fescue per cc, 12 lb. Annual Rye per cc. 1000 Ibs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per cc 2 tons straw mulch per cc. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 Ibs German Millet per cc. May through September) 60 lb. Annual Rye per cc. (Oc ober through April) 450 tons 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per cc 2 tons straw mulch per cc. Seeded areas to be watered and cared for as necessary to provide grass emergence. WATER MAIN SHALL HAVE PROPER BACKFLOW PROTECTION. 31.67 13.67' 28.67' s I� CANOPY HEIGHT= 20 FT. P�K -SEMXK 3 FT. WALL WITH J GRANITE BENCHES 49R,4) C OW,F 20 10 0 20 40 ( /N FEET 1 inch = 20 ft. 12' 8' MONUMENT SIGN DETAIL CATEGORY "H" ZONING BUFFER XITH LANDSCAPE SCREENING (LEYIMD CYPRESS (OAE)- 4 FT, NMI. HEIGHT) LEYLAND CYPRESS (OA.E.) ARBORVITAE (8) LEYLAND CYPRESS (OAL) (FORSYTHIA - 4 Ff. MR. HEIGHT) 4 FT. O.C. (2 EA.) 4' HIGH, 3.5 O.C. FORSYTHIA (5) 4 FT. O.C. (2 EA) 9.5 O.C. a 12' NOT TO SCALE W' HEIGHTS SHOWN ARE AT PLANTING YARD INLET INV.=721.23 I q 0 6" RCP o p NZ oQ c ; ; �wZG I WW GRATE (726,07) PROJECT SUMMARY 'D v� Z INV. - 7 ? 3. 9 5 TAX IDENTIFICATION NUMBER 64-3-Al �' ��Q � o - o w _ - EXISTING LOT AREA 60,832 SO. FT. or 1.397 ACRES �� = � --__ 'ONE WAY ZONING B-2 o E� RF DONOT ENTER" CURRENT USE VACANT 04 0 SIGN PROPOSED USE FUNERAL HOME a ALLOWED BUILDING HEIGHT 35 FT. - PROPOSED BUILDING HEIGHT 29 FT. R = 15.87' BUILDING SETBACK. REQUIRED PROVIDED IRF L = 18.53' FRONT 50' 50.50, SIDE 0 18.03' HEADER REAR 0 19.06' "q CURB PARKING SETBACKS: REQUIRED PROVIDED Z (� FRONT 5.0' 10.50' SIDE & REAR 5.0' 5.0' PROTECTIVE ENTRANCE 20' (FRON ROAD R.O.W.) 25.6r CANOPY SETBACK FLOOR AREA 7,098 SQ. FT. DEVELOPED LOT AREA 1.397 AC. LOT AREA DISTURBED 1.35 ACRES FAR ALLOWED 10 LEGEND PROPOSED CONCRETEa�� PROPOSED PAVEMENT (6. 30-0. 2- SM-2A) UTILITY PEDESTALS 0 E� EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAN Wi. -" EXISTING WATER MAN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX -^A 4 W*- PROPOSED CURB & GUTTER PROPOSED CURB W/REV. GUTTER SLOPE PROPOSED FIRE LANE FlRE LANE . EXISTIK SAN. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE -�5.5.+•---�SS.�-- PROPOSED UNDERGROUND ELECTRIC SERVICE ELEC i PROPOSED UNDERGROUND TELEPHONE SERVICE -- ITELL PROPOSED GAS SERVICE --CASE-- PROPOSED LIGHT FIXTURE (SEE DETAIL ON SHEET 4) FAR PROVIDED .12 MINIMUM LANDSCAPED AREA 15% 9,128 SO. FT. LANDSCAPED AREA PROVIDED 26,275 SQ. FT. PARKING REQUIRE PROVIDED FUNERAL HOME �l (1 SPACE/4 SEATS) 150 SEATS 0 STANDARD SPACES 37.5 46 v HANDICAP SPACES 3 3 T TOTAL PROVIDED 49 v PARKING LANDSCAPING PARKING LOT PERIMETER 620 FT. W PERIMETER TREES REQUIRED 15.5 (01 /40 FT.) INTERIOR TREES REQUIRED 6.6 (01 /10 SP.) TOTAL TREES REQUIRED 22 SCALE: 1 =20 TOTAL TREES PROVIDED 25 PARKING LOT LANDSCAPING REQ'D. 1,440 SO. FT. 0 5% OF 28,800 S.F. PARKING LOT LANDSCAPING PROVIDED 2,450 SO. FT. (8.5%) DRAWN BY: ✓. D. S. PROJECT NO. - NO STEEP SLOPES, FLOODPLANS, WETLANDS, SINKHOLES, WIOODLANOS DATE: 5/25/99 OR OTHER ENVIRONNENTAL FEATURES EXIST ON THIS SITE. SHEET 2 or-_5 II WPP -- OUTFALL "A" Ln EXIST. DI DI TOP=722.94 INV. = 719.06 21 RCP .� ... WGP YARD INLET (721.86) INV.=719.56 �titi CO TEMPORARY SEDIMENT TRAP d _ _ _ - --a-- ---- _- CO I I PROVIDE TREE PROTECTION ` i , j TEMPORARY GRADING FOR SEDIMENT TRAP I I � I I I 1 I , I IN CO I I I I I � I I � I fO Q N h I 0 3 o STORM' SEWER DESIGN COPPUTATIONS CULVERT FROM TO LENGTH SLOPE DIA, POINT POINT INV, IN INV, OUT (FT) (%) (IN) NOTES I STR 1 EX, DI 719.60 719.26 30.0 1.13% 15 RCP 2 STR 2 STR 1 721.90 719.80 112.0 1.887 15 CMP ROOF ROOF STR 2 727.00 723.50 135.0 2.59% 8 PVC Storrs Inlet Summary, and Surf Inlet Depth and Spread Calculation. Str, No. From Inv, In Inv. Out Inv, In, To �lv, Type Throat(ft) 1 A 719.80 719.60 --- 723.60 DI-3B 6.00 2 D 723.50 721.90 --- 725,90 DI-3B 12.00 I Z) I BENCHMARK I WPP 2 NAIL5 5ET IN BASE FH y� OF WPP #94478 �.v. __.._ i _ ELEV.=727.20 = ........... - • ; _ Hd�r t ,, . ..--�--"` ' it �. SA. u� 1 'Exist. Wood Power Pole RO[1TE :522 L PIKE �' ....5' FRONT ROYA •WIDTH RIW� ...................... p,1AB1 PEED LIMIT = .��9,4PH/C SCALE 20 10 0 20 40 IN FEET 1 inch = 20 ft. GL4FFtf.L r Cv~m M cr sT,rn'zuteo nnrroSCAILE TRENCHING AND BEDDING DETAIL EX'/ U' G POWER _-EX. WOOD POWER POLE 730.25 729.70 S F T%n� T70.10 -_ SF SF ` 1 aP ......... ....`` li (� WITHOUT WIRE SUPPORT I GRAVEL CURB INLET SEDIMENT 1. SET THE STAKES. 0. EXCAVATE A 4-A 4' TRENCH UPSLOPE ALONG THE LINE OF STAKES. III I ' 4- 9. STAPIA F1I8ER MATERIAL 4. BACKFILL AND COMPACT TO STAEEB AND EXTEND THE EXCAVATED SOIL IT INTO THE TRENCH. A7.0► SHEET FLOW INSTALLATION (PERSPECTIVE VIES POINTS A'SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) FIL w GRAVEL FILTER .12" RUNOFF' WATER•�:, �j,rrWIRE MESH �4►14r :� •� 1,FILTERED WAtEirg v �11f1=ltll�llllll �IIIIII SEDIMENT -- I METHODCOW-PETE GUTTER --j 1 2" CURB INLET SPECIFIC APPLICATION THIS OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDINC IN FRONT OF THE STRUCTURE 13 NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTEL, GRAVEL SHALL BE D. O. 5 COARSE AGGREGATE. II m mqw ttas hdaham d mrm md Fab& mr awdm hr &mmd&mbmLvL Df1rtC Pun axi" SOURCE: VA. DSWC PLATE 3,07 MCI" POSTS mu BE MI NAlIM 2' STEEL U CWWN OR 2%2' TIMM, 6' N LENGTH Pwmwm 8 FEET UD 727�0 V LEGEND EXISTING STORM DRAINAGE & STRUCTURE ❑ PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GUTTER DRAINAGE FLOW - EXISTING GRADE PROPOSED GRADE PROPOSED EASEMENT AREA PROPOSED SILT FENCE SF CONSTRUCTION ENTRANCE1� RIP RAP CWNEL LINING SILT FENCE INLET PROTECTION 2e.001 6" RCP 's ?26.85 i GRATE (726.07) ` INV.=723.95 OUTFALL "B" HOLY MSAB1 E FUGGNG -USE 2W LLAMA FOR CROSS BMW 7 w will" PLM MESH M USE B' IAREMUST E U' TD SECUREOADEPTH OF FENCE BOTTOM THAN 1/3 OF THE TOTAL HEW OF POST NOTES: I ROOT LMYAC,E MID BE AVOW. 2 OEMCE SHOW BE WITAMD TINOUCiNUT CONSTWION, 3 DEVICE SIO L BE PLACED AT THE DRIP LINE OF THE THE EXISTING TREES PRIOR TO ANY LAIN C7SiUfINAFICE. 4 PROTECTION SWiU BE IN PUCE BLAZE ORANGE PLASTIC MESH FOR TREE PROTEC170N YARD INLET INV.=721.23 STONE/ /ENTRANCEm 70' HIM EXISTING PAVEMENT man .... 4131 SIDE ELEVATION EXISTING GROUND .'� , fir; 'O'XM"' � (OPTIaNN •\r�r�1K� r �tlt•� �r•' 10, MI 12 M. III III ` FX TING st •'. �t�t• �r�r�t r�r�r�t� AVEMENI •' ;z; ���� POSITIVE 'A�,NAGEr•to MIR COURSE ^C1,REGATE TO TO SE-DIMFNTVICE TRAPPING DE MUST EXCIEND FULL W*TH OF INGRESSOPERATI.ILTER PLAN VIEW CLOTH SECTION A -A d m O D O 6 im Q � Z Z Ln Cn Q� 5 w � Lot LA W Ckl- � C W O Cn 01 -CO4 .1 I i 1 cl, �r-«O^ 4 r- N M .•r � .pw R LL •� cZj > ao L C Ca EL PC J O • w � w OD pow >` C elm ft>LLw GtNlq J O uj 0 wOW Qt.D�P-Z t� CCX s .��L.3 d c) �000 o o _ Z 0 L v� O J O q SCALE: 1 '=20 DRAWN BY: ✓. D. S. PROJECT NO. DATE: 5-25-99 SOURCE: ADAPTED from IW IlaYlaad %rAgdA for S.11 vWm ad Sdrad CaMroL ad Va. m Plate 3.02-1 SHEET 3 OF 5 3 O Z f G Q O Ci PROPOSED BLDG. 3.0' 12' 5.8' F.F. 730,50 VDOT CG-6 WITH REV. GUTTER SLOPE VDOT CG-6 -� 2" SM 2A -I 12" 6" 30D — I W � z Q � W V � O 11 ll � Z N ~ � U i SECTION A —A Prune codonlinate leaders _ Do NOT prune terminal Prune rubbing or leader or branch tips —�, � �ie•' cross branches `-"'�1 DO NOT stoke or wrap v trunk unless necessary a Remove all taps and Idbels Cut away all baling ropes — Remove top of wire basket Widen and score hole wall \ Remove container and cut circling Leave solid sal pedestal - do roots if contarer-grown, or as much not dig deeper than ball depth burlap as possible A field grown Dig hole 2-3 times root boll width TBEB PLAtiTHi DETAEL ,w v de - __—.---Prune narrow crotch angles and water spouts Prune broken branches Prune suckers �2'-3' mulch kept away from trunk / Soil well to contain water __—UNNWENDED bockfill soil ' ___�PartiaNv bockfill, water to settle soil, finish backfilling —Area for water drainage W I oi- DE➢TH 2 yTIsL_ ORIGINAL GROUND ELEVATION HEIGHT Tits. YMOTH REQUIRE IMI NTS ORIGINAL GROUND ELEV. -11 COARSE AGGREGATE � =III 111 IIII IIIII - -IIIII (EXCAVATED) I� _ FILTER CLOTH CUSS I RIP RAP CROSS SECTION OF OUTLET �r "•+,�'}9,�.wn 4�� e� ONERSIEN4 ..��a<r••2,4 DIKE M aa�1'Sy'w ti' r AGGRSE EGATE FILTER///////%/////////// �AERXCEAAVATED COARSE AGGREGATE SHALL BE VDOT /3, #357. OR # � ® TEMPORARY SEDIMENT TRAP; VESC 3.13-2 NOT TO SCALE SED, TRAP A OUTLET WEIR LENGTH, A 20.0 TOP BERM WIDTH, W 2,0 RIP RAP TOP WIDTH, B 1,0 HEIGHT TO OUTLET BOTTOM, Ho 1.0 HEIGHT OF BERM, H 2,0 EXISTING ROADWAY PROPOSED CG-6 EXIS_ T�a� M W R SECTION B—B The bottom of the curb and 6' 2" 0' gutter wy be constructed Toss area nay be concrtte parallel eo the slope of sub - at the option of the controefor, lie -face courses provided o mine" depth of 7' Is This curb is to be used siren mahrta:hed d" r speed is 40 WN or less on "lot highways and 45 Will or less h drveloped urban It suburban areas. Note. Comb. curb d gutter having a radius of 3W or less (along face at cur0 shall be paid for as radial conbMatbn curb E gutter. This Item may be precast at, coast In dace, Comcrete to be Class 43 If cost In place. 4WO PSI If precast. SPCCUICA T rE COMBINATION 6< CURB & GUTTER 105 VIRGINIA DEPARTMENT TRAfNS�TATIOIr 281.03 cost iron cleanout cop with brass plug R having a countersunk square head Ponella Model PA4SV-CSK (4") Panetta Model PA6SV-CSK (6") finished rode 7sqarerete skid pod 2" deep ase ( depth 3' ) cleonout pipe sonitar y \ SDR 21 sewer math Wye 45' bendoil dh ;:••c: .. �.;�, r;1:,,>..�rti:':, yt.,,y�.'•,�•f' .l:'.:--:e., •�T„.'r4:4:' :`! +�;•w�ec" 6" stone bedding NOTE Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. SEWER CLEANOUT Figure 17 EXISTING ROADWAY rapt av,D r fuR f r boast to It "Itsoo D una — ,ppolfRA fwlyN . Pr MssolYs rhve agDllcaDla � CMitru-rion .1UAI— _lift W�,U.w Cptrif \ o•o. o. o.e pet 1h. Cr",e. _ ` _ .( ? - - - PW Ulu E'(•12 vor..W11 5100woft Car 1 V,' var. 5. to. a or SlOarost spa" UV j�q 12 t� ryfICM At I ftlNAft. RApK /RIAw' ~1--�� � •r--•--t-'•'•` f' f-WP 454C AT APPLLA I SOWFT S .i{ B'!Aw'J ! re ct CONAIECDOwS Awa CowffiC1Ar •for Cmtwem cld"miterce 1Rnin arc,dra EMTRANCFS. l fNwy 1ruCy Traffic Arslcl w I RADIAL PLAN Cow 1Th ,u sra,drd X f3 ,reef �b 3O ..Prsduabe `� T� _ - - - BO _ �yF � _943' Cover,<,la, ,urn / _ •� �` i• sidw �/ < u S:d1 or i g r ���I v bogie oo�oo Sldewwt •tf' 7T l .00. �o�•e�so Sisu:. O` oi: �� � .•o. � �•`�o�r ra. _ O•V.�O�•O, I slop. 12, ua.r,nxR A -u TANGENT PLAY ISu`rrT RC YIfM • 71tereire Sro CC J CC 7 to W&C RUT f S , T♦la Ire AYNee,A Curb raep l+ca' /D a �WJ AJ Cpi,/e {c/osl A-s /J perlsYl ,.l M Ltp.retlyv,Y IrYgy c Slpa vN A'rf reppyyrtrefltw•e to d✓eelaM wrN.•q A. ap Ewa;ro Jfw vitro r;drh d Rw solo lint Iroato /Air' <r>). ae 40 lwint r whro/ buffer strFw =0 d 1f� P.Kw prerosm of roar M pea W TIC dMOCIO&e our Nnp JroN ae Pf-101e0 A' dA e.cn.W OW --� rrNsn Radio slow tot e.:eov a n;.7m,,R spry d 12.+ r CC t33Y Noa --'_ -- -- - Virw afaw of a.✓D rasp so Of porn exn✓nrla>M with ,snip flaw w oy wVV car = Olsso0w crdltlrudl0n Ja11e w',h , rl,,1, w boll. _ A romp fkw Is f<oc4N. forts Pug De ,x albeit for do+d bars ,o Vot ad)aring I!aced 1 sloes con N coom p'oce ow "Co. -TIN 1 evoLvif rylp fAn. Placastt eve slaw be Pro"A4. SECT ION A A rr✓s fire rag w Rrylrw ours a a /e pt No 5 • 8 {roan Ir fr to bier afaq bin slau r t.b ,hasp pravld or cold M pora rfur, old aeon at ,brio 1` x . 1ffN,e„s ,.ars_r efa :nt„ I'/D'. Curb rar" will to mw,wsd and flats;lr of lbw o►YrrK.l'#I pike fa fya+udk C~ •S . f Burs • AP Cordaro 5100.0a ond EAaoad apyepae s; lama:t, ortwa elsryo ti ._ Pr ale,aAw rrWr.<i«r, Spoe f2J Nide►Au Jdi f CWDladb Ord P/gae Irofw u W slllot/uan ro cads r,atwn No lncr efrl In irymsHfar w rrDwrD raro .srr. wM .leas In COt J, f1on rltfs Sloran•a CG 3 of CC r. fast, pXb /on on loss 51a:1.Ire h `r1—_�_-`_'4..._.. _....-....�-~ to to ad lusfel 0,MJ it. nnuHnN4 MD CDmesigo rloM1 S 1, T I'OO N B i ADpeJMD rod. Is bellow dJ a ou,fl, A, Curb Hasapt re to be rociNed 13 st> n on rlw pkvp a' as dfrocte0 y fh f,yVfw. LvesWN,,Qw.sloo*Jkrn r.d slip ,wtsiont F* and 10 De js, .Adm of 14" pYfuu rrvdva, an av"Xoe f,xde m whfolo flu rfpd of 11.014 of f.Ass; bps, *?Oft a,r aft coin ourrRf,q; rf d c"V le t/rnays Of a way ? a Nvt ray tM1Af C,auea o curb ryardAw of rhos i r Jidevollf 4 Wot,y, fncldy /liar can as apprawcMJ.Wr&I rid p,sposed r rresadva t /wy eey he W so rro'" pedep,Aos crorerre, eJ JAevn m pion TfeAArRI r�rve rlala d alde.alt r slAsrerA ,mead ty per sans Pon evale fy Impy,ental,. r as 1114040 M' tr@ frylntr, out sfald rot a Ibplad &Wound vr,do Wald was. loop !tat, IIw+ r•- foss RgIPPakAIU1 Iraavtl, diet, +NMt.alc+ludso Dlf,eesYbs•Awtlf. CIJR13 RAMP Irf/ Arr,CE (PERSONS WITH U08107 Y IMPAIRMENTS) 5or 5a PG3D9 -- YrlCfRtA LY Pf►RfNfNT OF TRAwSPOr4r y,OW No-�sm 4 i'J 93 SECTION C-C SPR 33 spigot by R SOR 21 gdsfeted bell adopts locator peg \ 3' minimum �_SSpR 21 goskefed pipe and fittings CH D sd�en¢i w,vJJ cop property lie �—� ,8' 36' min cover 4TY SEWER SERVICE LATERAL Figure 15 I with J 'reen cast in place access -door, centered in top (see note 1) varies 2' max. at property line (see note 2) roadway box C 2" type K copper fl_4� tubing (no joints; \from main to e curb stop) I r" L, *. 7 `saddle with corporation stop' wfater main ball valve curb stop with FIP ends, with 2" gape valve operating nut CUTOUT DETAIL typical Ada GonO right -of ear 4 �` required 11 the t� of ACces,tie R.,,e ate,d afyoste existing or P, opoeM YDCT IDght•01•NOy limit, oe Le,l.. _1 ,lsartAe R4+. ® As.• .Ie1• R•..I•� 3'a""#—. V. e•r war-TRAVFR5AELE s. 0 s.n hear ed Space SI aPE - 0. I/••� Ved spore ACCESSIBLE ROUTE ® DETAIL 'i SECTION F-F SECTION D-D kceu-DIw rouU is tleTlned ee n ro,fi­A unobetrucled. eloae, firm and sap ref,etoni t--2'-0 path conmectir.g dloccestble &I—ente of a f Ocil4y that to, De opp.o0cned, entered and • , used Ov per brass with moblAss imanorments • • 'd _ d - It accessible rcutes® o be" ' aF provided, o ninkm 3' trav- SECTION E •E ersaole .loth is •edui,ed ►Ten used Can l,.,rbM with St arCJ7 CC 3 or CC 7, IM cu-b face an this Or to 10 k;ha.g. �a cNAic Cur•4 St OnOord �s to Of a0iasled to molcn Ina ,vq,r+t abia c,wb co,l�q✓dlon. FACE OR CuRB --1 _16-L �Fa SCENhN SPACE —.� _ _ _ _•--- mtntw,t 607ra "TI 11x W", Soso D: - �- 7" - ►-� I . ►'' Point of g, 0ee r. range , Gae N (MA SA Cwc F. cub lino pills aa, � --.-l1fF I. s,ae.ds. cu'D and gutter - 8,0 concur,snlly -- •• 1'./ w.ima* ,nr,tase in slope at min n 10 nle•vals 1 SECTION C ••• 3Z me,nrnlm decreep m elope for fist 10'0tervd I 1 SPECIE If,ATla4 yt weTH OF tNTRANt[ Ef:S1,14C OR PRt✓ouE EXPANSfON JCe11 SOfwkI( OR WMALK SPACE F r �g � ExPANS10N IOM1.-.-. i E E - to C NTRwCC CLirCR � � I UPA,iED SPACE W D v sT`I•� FLOW tt1* wOtN Of L01ER CxPRNS>a+ ,pR,T ENTRANCE *C'" Wseoele rrsir 15 Absolute Yr.mu,N 12' Edge of Povamw,t C HALF PLAN sy ma.untdn deC,eose or sueceedng mAnewn a vstervod- 1 STANDARD ENTRANCE GUTTER FOR USE WITH JNP,AVLD SPACE BETWEEN CURB & SIDEWALK VAIINA DEPAAILIENT OF TRANSPORTATION 2n303 ' Cr SID - _ - A HAI F FLAN V, WIDTH ar ENfANfU-- F• ... seem • `dt�. F t •r' ... F1110"44 ANI w. e..t� A\ Y4• "ac ' __ ...—.--..—.. - w+. •, t Aot /C EAISTW,, OR 0000EO A E 2,r SUNAIx OR SOC.AL-I SPACE C v i ,. • •,r- •rN+n..c.fac sac Timm' b D wi t"D Its EXPARSOON ADNT tN?OAA;E CUT'01 a ACCFSSrRLt ROUTEMDETMI {APAYFa SPM;[ of A(oeOlible Of•.oy s regicird bf on 4rr.ts J � of Ac:efsit>k Route (iJ exlrnd beyond txut.ng ior proposed'vDOT Rghl-Of way. •" FLOW LINE _ DetaAto be used .hen Ins comanea width of ROT" OF MITER unpaved Spoce, Ord s,dewd• space is leis fnan T (kTRAM'J M:1N DaVaDb nme••.a•n Itl' Accessible route a defned as a cortinuous EXPANS,OA JON' A►.oWt• a— ,1' u nObfV ueted, stable, firm and sip resistant r---�— path conmecbrp 71 acc.s4,ble 0e.emis at a Caee N eefemeo::7 - ------ -acKty that can be app,cachod, *,!area and used by pe,sans e,tn mnniwly rr,p,r meals 1�--t�-•+{ HALF PLAN ®! • , 4If if access,ble routes are bax,g 'd _ o,ovided,a mirr,•.um 3!,w- � A,edD7 .idt, ,s requred SECTION B-B Jr I• urpuvEofc Curve r2' D -w1 rKE tM CJfw! 3"VALK Cutt it .: ..: is. .►: T,• e_' 1 •►. 12r Iea.Aooe A Pont of grade chenge ,'� • .� - d _ I Qe• A3 (KC F. are waa 00 SECTION C C r> Naae�. cib wa 0.11• - emiK ra•err•nr,y -1 • 12/ maximum ncreass in slope it rmiimun 10'nler.ab SEE:7K:N A A JJT mo,mrn deveosr is slope for last 10 �nlervoond •• 6y roa%sm%" decrease for succeed g mirimum 10'rle,vuh When „sea in Conp.1chm sob Siondnrd C(7 .1 tw CG•7, the cure face on Ihw Standc,d is to be odiusted to mat-h the SECTION D-D mountable curb eonfiguratwn. SPECf ICA110N RF,FER(NCE,-�— STANDARD ENTRANCE GUTTER 502 VIRGNA CEPARTSAENT OF TRAm1SPORTATIO0: 1C3.0'3 Ford FC HH 77 HC-15B 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter manhole with cutouts "/-solid support blocks under custom setter 6" stone bedding NOTES. 1. Access door shall be by Holliday Products or our approved equal: a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H 1 R2424 2. Water service crossing street shall be encased in 6" dia. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO, 3 - OCTOBER 1998 FOUR FIXTURE POLE LIGHT: 175 WATT METAL HALIDE L.ITHONIA MODEL. KAD 175M R3 208 SPD09, PE1 #6 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES ®1'-0" O.C. il OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 18 FT. LIGHT POLE 1" TOOLED EDGES HAND RUB FINISH ON LIGHT POLE BASE WITH COVER PLATE SURFACE OF CONCRETE AND FILL IN VENDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSHRINf; LOAD SURFACES. PAINT III H III BEARING GROUT YELLOW ABOVE GRADE. R ANCHOR BOLTS FURNISHED _IJ III III WITH LIGHT POLE, BOLT SIZE FACE OF PROJECTION AND BOLT CURB CRADE - II CIRCLE PER MANUFACTURER'S RECOMMENDATION. 1 .I 1'-6' o CONCRETE BASE M3 STEEL REINFORCEMENTT -�\ 4 TIES 0 1'-0* O.C. I I METALLIC CONDUIT AT 2'-6" #66STEEL REINFORCEMENT -�� BELOW GRADE TO PANEL. BARS 'h �I ALL UNDERGROUND WIRING 1 - TO BE IN METALLIC CONDUIT � RIGID ELBOW NOT TO SCALE LIGHT POLE FOUNDATION DETAIL i0___ � Q�iCh:i CIL m cmMCMCZ) Z OV) Z Z O l�— W J Z Z Z Cr LJ Z : LLJ Qf Q-1 ck: Of W W W W d tl d d 0 CJ Cs W W W W V>>T V>y7 V_1 V> EiJ W W otf Or- ck� Q:� rn rn (7)� Q o0 ,T O I2 N CIOM 0 I 1 iL UJ ��yy tD O .� O3 <ap OD "c 1:16 .,d J %!1 00 N 1f�1 L N 3 2 W Lt GtNlq J J 4 ; z ' oa L%'wzQ O o Li WOW i_n I- f� to (n W r <L ca LZ z 0W A. W d � o U 4fN. 00 - (Q V 1L ` O w o �w L v O � V Q SCALE: NIA _ DRAWN BY: ✓. D. S. PROJECT NO. DATE: 5-25-99 SHEET 4 of 5 728 724 1 110 C4 U. S. ROUTE 522 FRONT ROYAL PIKE Tap BY E C.S.A . ( 12' MIN. Cl1=ARANCE 1 1 /2' WATER METER TO CASING I STA: 0+09.20 D( 20 V DIP. -WATER IWN 2' WATER RVICE cASING - 0+00 1 2' WATER I G7 LO h N c..J h h WATER SERVICE PROFILE SCALE: 1'= 20' HORIZ. 1"= 2' VERT. 1 +00 TO BLDG. U Z M PROVIDE 3" TOPSOIL AND SEED PER NOTES SHEET 2. PROPOSED VDOT CG-7 L,J 3 o 1 `° �Ir 6* CURB HGHT.-1 - 8" 21 B REMOVE TOPSOIL AND ORGANIC MATERIAL PROVIDE SELECT BACKFILL MATERIAL AS NECESSARY. SECTION D ` 5' Min, Pavement 5' Alin. trench) width • , as required 6" dio, schedule 40 m " - steel pipe filled with 3' --- •.: concrete and painted '- yellow +e an 2 1 18" dio: 1 -s` O � I concrete sand fI — encasement j --- 3 concrete — thrust block BOLLARD DETAIL casing pipe or carrier pipe spacers - 3 sets bricked tunnel liner per pipe length. ' up ends NOTE: direction of setting to be approved prior to installation ;Separation of carrier pipe from casing pipe shall be by either. 1. pressure treated lumber fastened to piping by stainless steel 1 strapping; or as required _ concrete pad 1'-6" sq. x 6" deep r 2. manufactured steel and/or plastic casing spacers \ ' ( 4" width ) 2" min. 6" max. SECTION SIZES REQUIRED 24" stone to be minimum screw type CARRIER PIPE CASING PIPE WAIL. � height can be adjusted to i adjustable DIA (' DIA (' THICKNESS of 6" above top of base valve box 4 or less 1 � ZyO obtain correct percent slope Of12 i 6 16 .250 locator peg 8 18 .375 TIMBER SKID M 10 20 .375 Y megolugs 12 24 250 WATER SERVICE LATERALS 14 24 375 a) Casing pipe shall be SCH 40 PVC or SDR 2 r � ---- -- s -j. 15 24 375 b) 2" diameter pipe for 3/ 4" & l' service lines 16 30 500 c) 6" diameter pipe for 2" service lines 18 30 500 20 d) no spacers or sand fill to be installed f> 21 .36 500 mechanical joint 24 36 .500 swivel tee with ( for larger pipe use tunnel liner ) 6" branch HIGHWAY CROSSING FIRE HYDRANT ASSEMBLY Figure 3 Figure 9 AMENDMENT NO. 2 - APRIL. 1997 EXISjING PP�MEN� SCALE. 7 =2U DRAWN BY: ✓. D. S. PROJECT NO. DATE: 9-9-99 SHEET 5 of 5 T 0 W 0 U) a_ 0 0 i ////fiY�/%i11� U/�Filf7!/l�i� 1/I�LS''1f1�Y//� •flf{�fJ/1?L37�f.(lZ�i�N/�7/��:I/�14��L6i///i/!�f �7111G%/{/'%///f,(i7lf%%11/6, y r �fi• � i r P �1� � 3'• . ,1 iiHr i y i i y •!ii „r/lilaTiiii �_ ; �c Ali/ �� rii %/„ai ;., �!111.riliii' CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied a§ necessary for the completed facility ready for use. Unless otherwise noted, -sppecifications for all .work to be in accordance with applicoble Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care m this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibilityY The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4, An yy unusual 'subsurface, conditions encountered during the course of the work shalt be immediately brought to the ottention of the Engineer and/or the Owner. 5,, Contractor to obtain,, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any. work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to construction, All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL . 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown .or as required during construction shall be continuously maintained throughout the period in which areas are denuded, Areas shown to be surfaced are to,hove stone base installed at the earliest .possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide o good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn. conditions. FIRE A RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris or, site is prohibited. 2. Access for emergent vehicles must be maintained at oil times during construction. Temporary street sigrit must be posted as cons4uct+on begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. "Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall • additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this a ency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a watertight plug, The ends of the laterals shall be marked ,with a treated 2x4 post extending from the plug eighte$n (18) inches above the ground. The top six (6) inches of the post shall be pointed green. Sewer lateral. elevations to be compatible with gravity service . to proposed buildings as shown on the Architectural drawings. 4 The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1 � the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the top. The contractor must make application for and pay the cost of this work. 7. Frederick County Sanitation Authority approval ,of this site plan expires two (2) years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. 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. ,. 2. All construction shall comply with the latest U'.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. 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 floggers must be certified in occordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04- C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. 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. 6. 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. 7. 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. 8..• The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way .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 e maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Mork shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfill• of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as ;determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction °of VOOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge $pecifications. A copy of all tests shall be submitted to VDOT prior to final. VDOT approval. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector, 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's, responsibility. 16, If required by the local VDOT Resident P Y Office, co ies of all invoices for materials within an dedicated street right-of-way must be provided to the,'VDIJT Inspector prior to acceptance 'of, work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of" ggnystreets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT"s discretion, by V ;C1T on an account receivable basis. 1& CC-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations` as Shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector.. 1 •. I Xgwxmdoo M / / SAS / / qa /a r 171; SITE Vicinity Map Scale 1 "= 1000' Winchester Airport iibert �v. clif f ord & aS8,4ociates, inc. Engineers Lind Planners • Surveyors 1 ®C Ofde Greenwich Dr. 200 North Cameron'St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE (703) II9®2115 PHONE: () 67-2139 FAX. (703) -2115 FAX: (540) 665-0493 N SHETT. INDEX 1 COVER SHEET 2 SITE. DEVELOPMENT PLAN 3 GRADING & ERO ON CONTROL PLAN SECTIONS ° MISCELLANEOUS DETAILS 4 5 PROFILES & MISCELLANEOUS DETAILS L . 1 •I !6 6 6 REZONING CONDITIONS REZONING APPLICATION #001-97 PROFFERED THE FOLLOWING: ® REZONING APPLICATION SHALL BE USED FOR A FUNERAL HOME. THE FUNERAL HOME PSI H of SHALL BE 15,000 SO. 'FT. OR LESS IN SIZE. * THE REZONED PROPERTY SHALL HAVE DIRECT VEHICULAR ACCESS VIA A SINGLE c� L3 A. MISLOWSKY,AJR. Z COMMERCIAL ENTRANCE CONSTRUCTED TO VDOT STANDARDS TO U.S. ROUTE 522. a NO. 020674 ® $714.62 SHALL BE PAID TO FREDERICK COUNTY FOR FIRE AND RESCUE SERVICE 4� COSTS PRIOR TO BUILDING PERMIT BEING ISSUED. ' AL SITE PI AK S'/ONA 3� z� Approved by Frederick County Zoning Administrator 3113)0-0 Site Pion Approval Valid, for 5 Years From Dote Shown Hence Date Project Number: Sheet Number of .743-99 PER PLANNING COMMENTS II I I � z d I I Q EXIST. SEWER MH #68 I C) LAWRENCE & LINDA SULLIVAN EXISTING 8" SAN. SEWER I ai RIM= 725.69 O jj,) TM-64-A-35 " I INV. OUT- 718.50 S IRON ALD RUSSELL ZONED: RA WILLIAM E. BRA Lij USE; RESIDENTIAL --` - TM-64D-4-6 TM-64D-4-7 I ILL Q ZONED: RA I ZONED: RA 1 - TAP AND SERVICE TO PROPERTY I TURESSA FOX EXISTING 2 ELWOOD 10' LINE BY F.cs.a USE: RESIDENTIAL i USE: RESIDENTIA -- SEWER EAS ME TM-64D-4-5 WPP _ Y - p &TURESSA FOX _ _ - - - `-I PROP. 20 R. PRIVATE BENCHMARK _ - ----- _ I SEWER EASEMENT 2 NAILS SET IN BA5E FH - - ELW00 _ _---ZONED RA �_---- _ _._ - - TELEPHONE ANO.ELECTRIC OF WPP #94.478 A FOX TM-64D-4-4 --- ` - ` j - VACANT I I 2-90' EL. RHEAD_ _ _. - _ ..Y _ _ . �.. _ _ EXISTING 0`�• USE: _ & TURESS _ - - Y 5.0 ELEY.=727.20 MN __._ _- - " NOTE: ELWOOD RA --�` - ZONED: 10 fT. TEMPORAR N ._ _._..__T4� Wa,Gr� - .. TM-640- 4- 3 I PROPOSED W EXISTING 20 D I.P WATER USE: VACANT CONSTRUCTIONi EASEMENT - '= - BUILDING SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE Q Z I ZONED: RA BUILDING COD AND U OUP L JY OF THE BOCA NATIONAL BUILDING CODE OTHER CODES THAT { USE: RESIDENTIAL APPLY AREA CABO/ANSI Ai17.1 1992 ACCESSIBLE AND USABLE FACILITIES. Uj - - AN A/E SEAL IS REOUIRED FOR A-3 BUILDING PLANS. N LO WPP - -� -.�-.-._ _ -- Exist. Wood Power Pole _ 1 I N V. = 719.83 _ -- __- 11 w _. -. � SEWER SERVICE NOTE � b J WPp _ 522 x _ 1 6 TAPPING SLEEVE AND VALVE BY F C S a WATER IF CORRECT FALL ON THE SEWER LATERAL WITH _ LV{,,� _ _ RO- - - AN R BORE CASINGS TO ND FROM 0 W "#., E Z - ` - --- _ f 761 >�"�. TO �T�' D SEWER C I EXTEND R .. F.. _ S , PROPER CLEARANCE TO THE EXISTING WATER MAIN Z Z x I�7lcr y . _ .. o LINE TO R.O.W. LINE. TAPPINGS SHALL CAUSE MINIMAL 9 �3 = , ` FT. Tp �-�, 850 ROYAL P I CANNOT BE OBTAINED, F.C.S.A. WILL INSTALL A J r., _ .._. __r ._� -• _..._ 530 �,�. 51GHT p15T $ DISTURBANCE TO EXISTING CURB AND GUTTER. LOCATE FROM W -__ �G� $ N WATER TAP AT CENTER OF CG-7 SECTION. ARIABLE 11I� i �1 , , 2" SDR 21 FORCE MAIN TO THE RIGHT-OF-WAY LINE. ,, G� SIGHT p15T. ( - n u THE OWNER WILL NEED TO INSTALL A GRINDER 3 FT' �: Br PROPOSED MONUMENT SIGN EED LIMIT - 45 M'r ' I 1 EXISTING ENTRANCE THE F.0 S.A. PUMP STUB D CONNECT THE FORCE MAIN TO 84 FT. 16 CASING. JACK VQ HEIGHT-3 FT. FEATURE � � Cr � � M N AND BORE CROSSING PER , EXISTING ENTRANCE AREA= 24 SQ. FT. '' • PROVIDE CG-12 HANDICAP ACCESS VDOT STANDARDS. - FEATURE pro N - RAMPS -.AS DIRECTED BY lf_DE3T INSPECTOR. o PROP. STIR. 2 2 FT. CANOPY 1-F.H. ASSEMBLY o i OC14D I `� PROP. TYPE: DI-38 o SET 3' FROM CURB SUPPORT FEATURE p . 7 RO .STR. 1 RIM-_ 725.90 -' TYPE: DI-38 INV. OUT= 721.90 10, MINIMUM PROPOSED 1 1/2° CANOPY HEIGHT= 24 FT. MSP IRE _ N RIM= 723.60 INV. IN (ROOF)= 723.5 WATER METER EXIST. DI INV. IN= 719.80 THROAT= 12.0 FT, NOTES: DI TOP=722.94 INV. OUT= 0 FT. 2-45' EL. 386.27 1. ALL SIGNAGE SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, V INV. = 719.06 THROAT= 6.0 FT. _ E X. U �G POWER CHAPTER 65, SECTION 165-30, SIGNS. q GROUT NEW CONNECTION d * `�' 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. WATER -TIGHT ....° rCG cn - o I� EX. WOOD POWER POLE Go* 1 3. NO OUTSIDE DUMPSTER PROVIDED. COMMERCIAL TRASH COLLECTION � S p5'06'00" E I BY OWNER/OCCUPANT VIA LANDFILL PERMIT. AP 4. " ." MI yo a, o NO OUTDOOR STORAGE AREAS ARE PROPOSED NO TRASH OR �CIS j > u' � C C� 3 0,7� TRASH CONTAINERS SHALL BE LOCATED OUTSIDE OF THE BUILDING 21 RCP V � � WGP 1 - ----- - �..°" a' AT ANY TIME. O 5. ALL UTILITIES ARE TO BE PLACED UNDERGROUND. I . , ,.: , ._ , .,• "•-_-______�'��. 0 22.0' � ,• � I `" o �0. G YARD INLET (721.86) R4IN _ �- 0 INV. = 719.56 17.22' LIGHTED ENTRANCE POSTS N 8 P{� ® �, „ _ ,j0y ; - _ 4 \ 29,74' _ �I 'ONE WAY ` ao CO I �- � DO NOT ENTER" _I N N 31Z5 SIGN 30�o SUN L, e � INC. SET MEMORIAL, --- -- _ o "' P 9 0 - -g DB 728 - PG 936 � R _ - 9. SP A ES o N TM- 64- 3 A v 3„ 50 B.R. Y 31' POLE MOUNTED HANDICAP PARKING (�(�-10 ZONED: RA J O, ,. SIGNS INSTALLED PER VIRGINIA � USE: CEMETARY b o - CANOPY HEIGHT= 20 FT. I STATE CODE SECTION 36- . e.00 • L 9911 z O 22.0 20.0' 0 5 EL 22 0' o r F M 541 4•1 cn 9 SPA ES �' {,� �.00' ��p�Q�,EQ FUN�I�AL H GPM ...i aA zo.a w 0 v a �' 7 098 so. F� , EXISTING TREE TO REMAIN l :� U �4. "' k: ` M n- �R r F.F. ELEV 730.50 A R rn C 15'x 71 LOADING AND SERVICE 3 ` co �' - `?` IGHT= 29 FT 4 A�2EA FOR EMPLOYEES ONLY. TRIP GENERATION � , U' BUILDING HE 3 W o' o ° 1260 Fiz()Nl LOYAL DIKE THIS 6 CEMETARY ESTIMATES � b 3 PROPOSED COLUMN SUPPORT STRUCTURE THIS CEMETARY DEVELOPMENT Q 4' 9 '" 0 (TYPICAL OF THREE) 8 I � R I DORIS F. CASEY TM-64-A-23 ZONED: RA USE: CEMETARY n �{► R = 1 6. 36 (10 RF t 1 al 3•00 3.00 � °, �, "; Too WILL GENERATE 153 T.P.D. PCLLl"J CANOPY HEIGHT= 20 FT. (USED CODE 566) S� WATER MAIN SHALL HAVE v, EXIST. WOOD SIGN POST owl PROPER BACKFLOW PROTECTION. u YARD INLET Uzi0 2 -- - INV.=721.23 N _ 17 1 R `ti 45 31.6T � - = ' o �' RCP 6 2as�' - _ - - CLID ; z 0 '�O w� '�J�Ow Q A -45' EL L = 133.82 ""M , ... N I w°4* I �', GRATE (726.07) PROJECT SUMMARY 64-3-Al - Q W U� N Z _ w 0 �- o o TAX IDENTIFICATION NUMBER INV. = 7 2 3. 9 5 d WZ EXISTING LOT AREA 60,832 SO. FT, or 1.397 ACRES � � w ti � LL 225R, l ONE WAY ZONING B-2 �' o DO NOT ENTER" CURRENT USE VACANT a iA 00 o h R ; \ CANOPY HEIGHT= 20 FT. RF I `= SIGN PROPOSED USE ALLOWED BUILDING HEIGHT FUNERAL HOME 35 FT j CAR STACKING AREA FOR I z ',p 3'R. p FUNERAL PROCESSION ITEMS PROFFERED AT REZONING q �`� 1. THE REZONED PROPERTY SHALL BE USED FOR A FUNERAL HOME. THE FUNERAL HOME SHALL BE 15,000 SQ. FT. OR LESS IN SIZE, I 2. THE REZONED PROPERTY SHALL HAVE DIRECT VEHICULAR ACCESS VIA I SUNSET MEMORIAL, A SINGLE COMMERCIAL ENTRANCE CONSTRUCTED TO VDOT STANDARDS I I DB 728 - PG 936 TO U.S. ROUTE 522. R = 43.32' F TM-64-3-A 3. THE OWNER WILL PAY TO FREDERICK COUNTY, PRIOR TO A BUILDING L = 22.99' ZONED: RA PERMIT BEING ISSUED, THE SUM OF SEVEN HUNDRED FOURTEEN 5' PARKING SETBACK USE: CEMETARY DOLLARS AND SIXTY-TWO CENTS (=714.62) FOR FIRE AND RESCUE I EMERGENCY SERVICE COSTS. _ PLANTING SCHEDULE N 00'59'20" E 65.47' IRF I 1 ICO STIIRM SFIJPR 11FCTFN f f1MPIITATTINS CULVERT FROM TO LENGTH SLOPE DI& POINT POINT INV. IN INV, OUT (FT) (%) (IN) NOTES 1 STIR EX. DI 719.60 719.26 30.0 1,137 15 RCP 2 STIR STIR 721.90 719.80 112.0 1.88% 15 CMP ROOF ROOF STIR 727,00 723,50 135.0 2.59% 8 PVC Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation, Str, No. From Inv, In Inv. Out Inv, In. To Etv. Type Throat(ft) 1 A 719.80 719,60 --- 723.60 DI-3B 6.00 2 B 723.50 721,90 --- 725.90 DI-3B 12.00 45.93' NCC7RAOH/CSCALE ��.5'. PARKING S Ll PROPOSED BUILDING HEIGHT 29 FT. Q _ L ; 114.75' R = 15.87 BUILDING SETBACKS: REQUIRED PR V1D C� _ IRF L = 18.53 FRONT 50' 50.50' SIDE 0 18,03' 3 FT. WALL WITH GRANITE BENCHES HEADER REAR 0 19.06' [� CURB PARKING SETBACKS: REQUIRE PROVIDED Q 20 70 0 20 40 FRONT 5 0' 10 50' S BOTANICAL COMMON NAME SIZE (AT 77M£ OF PLANTING) SPACING QUANTITY QDACER RUBRUM RED MAPLE 2" CAL. ® 6" HIGH AS SHOWN 10 OUERCUS PALUSTR/S PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 20 LEYLAND CYRESS 4' MIN. HEIGHT 4.0' ON CENTER 12 FORSYTHIA 4' MIN. HEIGHT 9.5' ON CENTER 30 G ARBORVITAE 4' HEIGHT J.5' ON CENTER 48 SEEDING NOTES: Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 Ibs Tall Fescue per ac. 12 lb. Annual Rye per ac. 1000 Ibs. 10-20-20 Fertilizer per oc. 2 tons agricultural limestone per ac 2 tons straw mulch per oc. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade sholl be as follows: 60 Ibs German Millet per oc. (May through September) 60 lb. Annual Rye per oc. (October through April) 450 tons 10-2 -20 Fertilizer per oc. 2 tons a ricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. ( /N FEET 1 inch = 20 ff - •a .+ iz BASE II - I--- MONUMENT SIGN DETAIL CATEGORY "B" ZONING BUFFER WM LANDSCAPE SCREENING (LEYLAND CYPRESS (O.AE.)- 4 FT. MIN, HEIGHT) LEYLAND CYPRESS (OA.E.) ARBORVITAE (8) LEYLAND CYPRESS (O.A.E.) (FORSYTHIA - 4 FT. MIN, HEIGHT) 4 FT. O.C. (2 EA.) 4' HIGH, 3.5 O.C. FORSYTHIA (5) 4 FT. O.C. (2 EA) i 9.5 O.C. 0 o 12 NOT TO SCALE 50 HEIGHTS SHOWN ARE AT PLANTING LEGEND PROPOSED CONCRETE d PROPOSED PAVEMENT (6. 30-D, 2' SM-2A) UTILITY PEDESTALS ED E� EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAW[ & STRUCTURE ��-- PROPOSED WATER MAIN EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX - 4 w�- PROPOSED CURB & GUTTER PROPOSED CURB W/REV. GUTTER SLOPE PROPOSED FIRE LANE FIRE LANE, EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE - PROPOSED UNDERGROUND ELECTRIC SERVICE -- IELEC I PROPOSED UNDERGROUND TELEPHONE SERVICE TEL I PROPOSED GAS SERVICE --�GAS! PROPOSED LIGHT nXTURE (SEE DETAIL ON SHEET 4) SIDE do REAR 5.0, 5.0' PROTECTIVE ENTRANCE 20' (FROM ROAD R.O.W) 25.67 CANOPY SETBACK FLOOR AREA 7,098 SO. FT. DEVELOPED LOT AREA 1.397 AC. LOT AREA DISTURBED 1.35 ACRES FAR ALLOWED i D '� FAR PROVIDED .12 'V MINIMUM LANDSCAPED AREA LANDSCAPED AREA PROVIDED 15% 9,128 SQ. FT. 26,275 SO. FT. PARKING REQUIRED PROVIDED FUNERAL HOME (1 SPACE/4 SEATS) 150 SEATS '� Q O STANDARD SPACES 37.5 ' 46 v HANDICAP SPACES 3 3 TOTAL PROVIDED 49 PARKING LANDSCAPING PARKING LOT PERIMETER 620 FT. PERIMETER TREES REQUIRED 15.5 (01 /40 FT,) W INTERIOR TREES REQUIRED 6.6 (01 /10 SP.) TOTAL TREES REQUIRED 22 SCALE 1 "= 20 TOTAL TREES PROVIDED 25 PARKING LOT LANDSCAPING REQ'D. 1,440 SO. FT. 0 5% OF 28,800 S.F. PARKING LOT LANDSCAPING PROVIDED 2,450 SQ. FT. (8.5%) DRAWN BY: ✓, D. S. PROJECT NO. --- NO STEEP SLOPES, FLOODPLAINS, WETLANDS, SINKHOLES, WOODLANDS DATE: 5/25199 OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. - - SHEET 2 of-5 I ` i : - - - -- I BENCHMARK WPP ,,.....- _ 2 NAILS 5ET IN 13A5E FH -------� - - OF WPP #94478 ...... i I r .•• _ _ I ELEV.=727.20 wrap . Va M i I WPP - -. .... - - . Exist. Wood Power Pole WPP _ - ... ROUT •5 VE .......... FRONT ROYAL PI W ... .................. pramf-"WIDTH �� F ............................................. PEED LIMIT= 45 M.P.H. Q..............:............... S • .... ... OUTFACE A„ _ _._...._ ..... ... . . . . . . . . . . . - 2 FT. CURB TAPER TO .. _x I .ram _ ��--- �..._-- . PROP. STR,2 - w EXIST. DI PROP. STD. 1 DRIVEWAY ELEVATION .: RIM= 725.90 726.86 _ - _ - SF DI TOP=722.94 RIM= 723.60 126.95 INV =719.06 29 EX. /G POWER ........ l • F C 725,25 .� - SF SF 727.25 ••••............ SF T C 129. 5EX. WOOD POWER POLE F 724.80 - SF C. '- I ................. T C 728.75 T C 729.15 �. T C 127.6 SF T C 725. ..... ` `� I ................. __-._ -- T C; 728.35 21' RCP SF SF ■' - _ _ T c-a c 726.7s WGP ��� __ C 126.80 _ T C 730.05 YARD T f � -' - r -^ •-� • • • � � .~ • • • • ..--. • . T C 725.00 T C-B C 121.85 '�T C 727.52 A D INLET LE (7 21.86) N ` T C 725' 0 T C 727.33 T C 729.30 T 730 42 INV.=719.56 { ` 1 CO TEMPORARY SEDIMENT TRAP CD ( T �: I T C 726.25 ` 7 3 - - T C 727..90 ` \ 1`ti I C 26.80 I , ' I 729.30 14" CL. T C 725.00 C 728. <9 �/ /l� 1 TC 7.75 C128.50 / T C 730.75 T C 121 •''• � � T C 130.25 r 730.25 .00 PROVIDE TREE PROTECTION T 726.90 730.4 TEMPORARY I s t� �05'E� F U N�� A� H � M I - / / 28.90 r RO 98 SQ FT. ► T C 30.3TEMPORARY GRADING FOR �� -- / I. 7,0 _ SEDIMENT TRAP30.50 - I T C 7 8.15 T C 129.00 r 130.50 F.F. ELE A 2g F T. fi -' � ---- � �723- `' � A' � T C 7 7111 --- gUILDING HEIGHT 4 2 1260 FiZONT KOYAL PIKE T t 727.1a I -"! T C 730.50 I C 729.35 I T C' 0,33 T C 727.20 - _. - 730.4 a ..- - - .730.25 T C 730.20 I T C so --- _ T'C 130.50 7 T C 7 0.75 T I •' C 730.75 ' C .3o-00 33 1 C 731.00 731.00 " T C 728.00 6 RCP z. 1 C 727.15 �`L` T - l T C 31 00 - ~ C 129.50 �� � � T C 726.85 t T C 726.75 T -- 0 130.40 1�� (7 7 C 129.00 c, 730.9 1 I 1 GRATE 26 0 T T C 727.10 INV.=723 95 CO _ �� •��a I T C 728.50 O w C 728.00 ✓ / -z Q N h I Q, O 3 STORM SEWER DESIGN COMPUTATIONS CULVERT FROM TO LENGTH SLOPE DIA, POINT POINT INV, IN INV. OUT (FT) (%) (IN) NOTES 1 STR 1 EX. DI 719.60 719.26 30.0 1.13% 15 RCP 2 STR 2 STR 1 721.90 719.80 112.0 1.88% 15 CMP ROOF ROOF STR 2 727.00 723.50 135.0 2.59% 8 PVC Storrs Inlet Summary, and Sump Inlet Depth and Spread Calculation, _ Str• No. From Inv. In Inv. Out Inv: In. Top Elv• Type Throat(ftI 1 A 2 B I-. 719.80 723.50 . 719.60 721.90 --- 723:60 DI-3B 6.00 --- 725,90 DI-3B 12.00 ORM0///CSCW F 20 10 0 20 40 ( IN FEET 1 inch = 20 ft. a4NfFwr cYAl~7m sY2.ECT a4cA Y1 W A&WI6•GA7£ STANDARD TRENCHING AND BEDDING DETAIL CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. Q. EXCAVATE A 4'X 4* TRENCH UPSLOPE ALONG THE LINE OF STAKES. II II 4' 3. STAPLE FILTER MATERIAL 4. BACKFI L AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL IT INTO THE TRENCH. 1-1 rw. SHEET FLOW INSTALLATION (PERSPECRVE VIER) POINTS A SHOUTA BE HIGHER THAN POINT B. DRAINAGERAY INSTALLATION _ (FRONT ELEVATION) Im Tided hm hIIhWim at 3rm "d Rel.4e Im" IimWi Im sammmat Ceehdfl nw. SF T C 729.70 OUTFALL "B" T 7 0.10 SF SF GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER • 12' RUNOFF WATER WIRE MESH FILTERED WATER � a y , a e. SEDIMENT II o a CONCRETE GUTTER 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE SOURCE: VA. DSRC PIATE 3.07 ANCHOR POSTS SHOULD BE INMLY 2• SIM V OWW OR 2•x2' RIMER, 6' N LENGTH PWAM1M B FEET HPtY WALE FIAM _USE 2'x4• LAW FOR CROSS BRACIIG AOR PLANGE X PIAmC MESH USE NM{E n ANC}gR Trosrs MUST LE v' TO sEa>!E DEPTH Of IF NSTAIEED TO A DNCE BOTTOM NO LESS RMN I/3 OF THE _ TOTAL NEW OF POST NOTES: I ROOT LMWA SNOUD BE A%OEED. 2 DE14CE SI OUD BE WAKE) 11R000IIOLlf CONSIRWTION. 3 XWE SI MI. BE PULED Al TFE DRP IlC OF THE THE E7(5TINO TREES PRIOR TO ANY LAND WR➢WI C.E. 4 PROTECTION SRV1 BE N %,ICE BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION 0 SF YARD INLET INV.=721 23 CONSTRUCTION ENTRANCESTONE TER TH_-1 M"TABLE BERM SIDE ELEVATIONXISTING EXISTING COOM It VASHRACKtl • (IIIIIIIIi(•�C���(.' �(.�(.� .�ji CVLIRSE AGGREGATE TO DIMENT T pp RAXNG DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND ECRESS PLAN VIEW OPFRATION CLOTHFILTER SECTION CONCRETE DRAIN SPACE SECTIONRE[WEPCED 1 1 1 '1 1. 'l• 'I l' 'I\. 1 1 W W ce_ CC m C3 6 O A G z m 4 z�� � ¢a- U W 00000 I I I v4 co r� 00 •go 00 8LL •}wig D C4 ?' C ad c "d J 1 � w PC A.GiNIq J U)p ��� Q c°�S 1•- � z 'Li � 6 o U ti 0 z v � O w �o v 1 O � °v q � Q Z SCALE- 1 "=20' DRAWN BY: ✓. D. S. PROJECT NO. DATE: 5-25-99 SHEET 3 of 5 I. m m .. ad" PROPOSED BLDG. I 3.0' F.F. 730.50 12' MOT CG-6 WITH REV. GUTTER SLOPE VDOT CG-6 5.8' i O W 2e SDI 2A } 12N W 6" 30D V Cj 0 SECTION A -A Prune codominate leaders W NOT prune terminal leader or branch tips Prune rubbing or CrOSS branches DO NOT stake or wrap trunk unless necessary Remove all tops and labels Cut away all baling ropes Remove top of wire basket ' Widen and ;core hole wall -�_ Remove ntainer and cut circling Leave sold soil pedestal - do roats it container -grown, or as much riot dig deeper than boll depth burlap as possible if field grown Dig hole 2-3 times root ball width 'FREE PLAN'IEft DIM inn 4 ale Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2•-3' mulch kept away from trunk Soil well to contain water -UNAMENDED barkfih soil -Partially backfill, water to settle soil, finish bockfiliirig -Area for water drainage ryD AREA I= I OEPTH - 2 l II 777 ORIGINAL GROUND HEIGHT VS. WIDTH ELEVATION R£DLEEME TS ORIGINAL. / ELEV.GRWN ` EtEv. COARSE AGGREGATE (EXCAVATED) I I- FILTER CLOTH Il I I I I l— •� CLASS I RIP RA 1�igyGmtl nF' gym rr r s DIVERSION Dwf -"'rt lily yr •v '^t5�'' <�r AGGREGATE FILTER CLOTH AEXRCAvATEo OQARSE AG�ftATE SHALL 8E VDOT /3, +J57, OR #S ® TEMPORARY SEMIMT TRAP; VESC 3.13-2 NOT TO SCALE EXISTING ROADWAY • w w (-0 z �s 3 PROPOSED CG-6 L SED. TRAP A UTLET WEIR LENGTH, A _ _ 20,0 TOP BERM WIDTH, W 2,0 RIP RAP TOP WIDTH, B 1.0 HEIGHT TO OUTLET BOTTOM, Ho 1.0 HEIGHT OF BERM, H 2.0 EXISTING 4' , w Z w SECTION B-B The bottom of the curb and gutter nay be crostrurtrd This area nay be concrete parallel to the slope of sub - at the opt!on or the contro tor. sir Face carses provided a mttswm depth of 7' Is TNs curb Is to be used when nclibtallned des+g'� speed Is 40 APH or less on Rural flgh*ays and 45 WH x less In developed urban L subvban areas. Note Comb. curb t gutter having a rootus of 3tV or less (along face of curb) shall be paid for as racial coribirmtlon cirb B ,gutter This Ken nay be precast or cost In place. Concrete to be Class 43 if cost in place, 4000 PSI If precast. sPEclircan COMBINATION 6" CURB & GUTTER 105 VIRGINIA DEPARTNIENT TRANSPOR TA TIDN �20,.03 sanitary sewer main cast iron cleanout cop with brass plug R having a countersunk square head Panella Model PA4SV-CSK (4") Panetta Model PA6SV-CSK (6") finished rode \ A / I I cleanout pipe Wye SDR 21 45• bend square Concrete skid pad 20"x 20"X 12" deep aggregate base ( depth 3" ) 6" stone bedding NOTE Where length of service lateral to exceeds 75' o cleanout assembly shall be furnished at the property line. SEWER CLEANOUT Figure 17 EXISTING ROADWAY _CG lP_i - -_�. Topes a,rl darn A Ay to il yTNs alo - C� rP~ pDNlrt.e l,nl fwepN 1 _ _ Permissobw two alrO,Cdtls "k t Aafld Car.st,;psat -� •S C -s N 12't e.� . 0000•e. Ail CaarAe Va.YWn Polo ti' u.r C1"r+t. - - 4--- -� - - - PW ETAS C'fr• Var..la-n Sidcaralt Car l h' �'o 1f f'rtls soils ]( S1 .ran ,,,4 Wp Elsnwrucrfen .nln / //\ Spatte is L.�. ..,t nPR•At At rt RAwE R*pAL AtAN g �"'� -.L -•L�-s '`-_ Feld USE A7 .WPUGAN[E srREET -- S Boars a /rc-c CORwECrsaws Alto CY&WW.:AV •For Co.~da f-for" RADIAL PLAN ensaa�� a"'reta EMrRLACES. So St dardd`(G13shd20_11A)oI A- J(7 ._.Pa INsAahe BQ Yre DTI e'O Carenrur+Eon xNn B vor.livA - 19or a' sldo o/t Q • fp.' 7L 6 < o'o o, oo. 000 0 U'�r.0.O ._-_ ` • o' o: Y - SAUP. 17d Ye.lm.n I A -- u TANGENT PLAN �Po fsGlttTRC VIEM i r.,.•o Sra.CG-3 CG7 1s wes. MOTES , I _I is ire mirdmi,m C. a «Alp fl" to a G-road A 3 Co crMs ICAm" A-4 i/ ppea7sY! l th sfrP rsslAr+r/ ! dr S100*00s NeV --_. ..�-. -_-_._ re9r,frefltvw la OelwrarXe .arN•m "loco Carving If. rs .J vh of ll'w taiga%Mar rtetV rka Ry its f.lrh a, .Uric ll Du/Fer sultaf ¢mere a 12d v.a. pr"st w Cap Ir place) T/e doloetoas .aNhp Saw I u Ar",w * en e.pruacl OW gap Srd.CG f - i I --_ fJNsn ROrw silos nor e,cow 0 ma.lex,m 6.0 of r2.: w CG6 +.� f,wed gloss A "A, 14iv N) 40 yared sandlrrlcdh rrtn,ar1s, Iran a ay uV aT Ow R3fY sAar. . r : • ' ,NtsaOle cxrslr-r_1kr1 JdAr/rn rpulred Dorf if fuep floor fs pw-0SI,MF0.9 AAANOC pained !w du.dlbws s0rvradjdN•q VuW Vas can fa msi to Noce OAK p'aa^rW of Yauaf roan rho PrwxAA 1W.'Me s'01 be dolt A&4, SL CI ION A A ins rlw. ale t. R.�., 1W burl a• /w a Nat 5 . 8,;.Woo I crow to .x,rw atom turn smas A fro ro w lva st w idtr fin L•'Oct Ilea. AVa deQ^ A carp flor. 40111aa ,.o,•r-rdo nova I Cufa rfAApr rIHOe ,w mA(mi oni pf/0 for at fis cxnt-,f ANt wkm for t4 ch01e• CerasR •5 . w'Sa• I /Tc Con, Be SICewNt and C.pow opp "s sldoro(t, n:qa'[✓►/n pldca . PAC hriwde ronstri.dkn -S/goe /PJ MO•Iesq 'IO" crra.,arb ofsa pr1W slgls Itofsrfl0s w)aa•/ M mb !Wipe No Irc4uded 1. I."nr for wrblo f D wd mailer. _ : -a.o•o. ,. _, _ _ __ WrtAn,rsed In er,J,NrrGs1 awn slm •dad CL o CC 7, Ina cW0 race an Eels S1alWrd A to be W1.lied to adcn five Aro,nrPere in vD Ca/IgWarlan SEC1 lON B 19 a AC•Js� rod. is deffr.d as a mitfl—'ji Curb Alowpl ore far twAsd Jos shtr.n al fts porn a ar air Scrod A far f,4ns.r. kI_,. onaLs," Add s!oore.film " SOP •esfltlotl rry we to List prakied arNVa.secliarxs .(O&w an axyssude runs OU rl!.Yn U. lifts' of 1,a4rs d E.plsea agpr lade sirAawwt pan cxrrecllrp ,71I ao(•af t'bN nhs.•rt N o rq d a Nyrwq IattuN cr moos o cab ro�oraw A rrornrr srdo.oft Is e+(a!Ir0 ttchlly Ira con Do cppra&caoa, r,we• aro p'aposM w cone.! .0 Tey nary to Wsot row pad atrion crarrrdls as sru.n an parrs r,eAawrr rrste .laf•) of sf0eaOut o sklw.00 -sad Dr i••r suns .11b cobI NIF lnndr-MVL or Os efrerl•d ty rag trV,-W pal Articular nor be located beNm r"CPO aryl ,I,.A Edsrlof Ngtabales.fire irdraas d,y ifeert.an.fualso afrserRlarer.N. CC/Rf3' RAMP F�4 !PERSONS WItH A4081LIfy IMPAIRNFNTSIV&%WA OE PARTW off of rRANSPI:elr Al low 10309 I Re'tsed 4 Ps 93 SECTION C-C SDR J5 spigot by -SDR 21 gosketed be odgoter locator peg SOR 27 gosketed pipe and fittings 2 ,36" mpi. cow 4TY SEWER SERVICE LATERAL Figure 15 with reen cast in place access door, centered in top (see note 1) varies 2' max. at property line (see note 2) C roadway box E 2" type K copper e tubing (no joints from main to curb stop) saddle with IIt1t— corporation stop water main ball valive curb stop with FIP ends, with 2" gate valve operating nut CUTOUT DETAIL typical A061iartatrignt-oI *oy I• l: 1 equif•e t�p�} of ACcessLto RoxteM uts @� st beyond sxistnq at propos.0 --- - VDOT Right•01 way ys 'ICTN OFENTRANC[ Umita el ® L.•.-4 1 t"nrsiW Ra.t• Aoc. -•!1. R•W•2 Er.STINC OR P"OUD ERPAASION JC11P1T '-0" _ r-"'— widiN .l Cnlronc• C' SWWALa 00 SICIENAL. SPACE '^nil '•' _ 5�0inn. IF W r 9 sec•. Pooh TRAvtRSASLE 5..0. T 0�•.w, A tA^pfvlid spat. St ovE lttp«w spat. E rPANstON A7•IT � � `_ `. E E I ACCESSIBLE ROUTf.� DfTAIL ie< EN'RAW[ G�OTca 1 UNPAVED SPACE W Z,_D•. 1 e.. i FLOW LINE i •- I !'�d- d '°" a_ wolm or cu1TU ryFAPoysx �,y, ENTRANCE wt'I+ ' I)fswooM Tlllr•a/T>d Aeraate Y.Vmum l; SECTION F•F SECTION D-D _..- kce aiD'e route if oelln.d cat a tantinr.ar. Edgt M Pevo—t unobstrucled, staalo, firm end slip resistant �••-i D"+j l polo conrroct:,q dlacUs.ibf• el..r,entt a1 a I facI, foal can be dpp•oocned, entered and HALF PLAN used oy persons Wth mobility imoeirmenls •' • _ If accessible rcutels are being Y provided, a mY:rtxlm 3'trav- SECTION E• ersows, .,dth is 'eauired Iwyen used n can pnr flan ailn $/orC�a CC 3 or CC 7, the w b loco on this Ot to tab CNenq. �PaMlr. CaH stonamo t to Of co Natea to match lire i.sLE OR :;AEB 6. IRpAVEDEN�AALK SPACE IYiltMo.. NORYGTCR .. Yrx JSbV. -77 - .e. - t.. •.I I • •- L! Po:tt of 9, ode r. tur9e , 04 US.) Cmc 1 F•.---- V -+— S 0 �--_ far cuC oral quite war �� For .ideal), cure and gutter - &0 conca-mrify �-� •• 127 mar,m,T increase in singe at-Arrnrn XJ ele•vals I SECTION C C ••• 3/ mctvrern decrease in stop* for list ID'nlnvd I N moaimum dec'eme Par succeednq mnvrvurn to' interval FSPE FFRfNCt STANDARD ENTRANCE GUTTER E Rf NCE S02 FOR USE WITH JNPAVLD SPACE BETWEEN CURB & SIDEWALK V,RGP4A DEPARTuENT OF TRANSPOR_ATtOFI - 20303 C, 9D HALF PLAN ;rt MIH Of EufJIM*X- e /MnNGua•n ---� Lam. �?, Q fePANSUN melt .,,., .� � `, a.,t. er � s-►•,., EAISIM cis MCPaSCO kk I s• - .+,. roc• nAKwslal ibK Y w !'•'> SVIRALX OR SIDEWALK SPACE 9 NCI rel D et 3 Expletycw JoiNT EHtfWf;,[ CufT01 `� ACCFSSPLE ROUTEODETAit C, urAvrO SPr,CE a krtit.onolrxghe-of•.ay is required it the 6r+tat / / S of Ac tessit* Reute Li] e.tend beyond eus Ln9 B 'k of proposea DOT Rghl Of Way. r V' FLOW LINE g _ Delulto be, Vsed rMn IAir comDinea •id!h of wOTH OF ',vtlEP unpoved !pole Ord stdew4k apace is real '.non 7' f NT•AWI wt'IH - b. -ble ms.n.., k' Accessible route 0 defnrd as a Cortruo,s E OIAISfalr a0M- A••.Nr. tM"n• 2 unODS V,aCt M. stable, firm a•d asp ret-slont path eonnc!.nq al aces atoll gments of 0 [eqe .f P«wn•nl -__ - !ociwl. y "hat cm aue Dp'eac"d. entered and used Dy pe-sons th n.nniely -—An -- 1�/- - A -- -I HALF PLAN IT ° ss" ilf if occeibl•e routes ore be:'q ' • _ ' _ pr-ded,o nw:nu•'. 3'trw- . • or soblt wtdltn . row,ed, SEC T ION B-B or 1• Ion �e„e• � porpowc Curve- 1 2'-0" -..{ I ACE OR Gun _ I e . urpLVED ppeStaCr PACE - *Dow . CUTTER ' ... .e�—. •. -•- 7" -.- I-•- •,-nirsta.aa. a pantafgrode change ! ,°- •- CL_.ASnaECn J Far e.rb SECTION C C roc eM•.d cr. raM •• 127 moximam increase in sWpe alrrtinmun 10':'(el•ds SEC ION A -A .•• 31 mo.im.an derreosr In slope for first IO ntervalond I--2'•0"^"I Br ma•mrr decrease lo, succse Gnq Tarvnvm 10'nlev01* Who, ,.tea in eony,9cben .Air slondord CC 3 are CO-7, ih• curb fact on )h. Standard is to be adjusted to match the SECTION D-D mountable curb eomiquroiiit" SPECIFICATION - REFFREtiC( STANDARD ENTRANCE GUTTER 502 �IRGed1A DEPAATw[NT OF TRANSPORTATION �C3.05 Ford FC HH 77 HC-15B 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter manhole with cutouts �L solid support blocks under custom setter 6" stone bedding NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. HIR2424 2. Water service crossing street shall be encased in 6" died. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 FOUR FIXTURE POLE LIGHT: 175 WATT METAL HALIDE UTHONIA MODEL. KAD 175M R3 208 SPD09 PE1 16 STEEL REINFORCEMENT BAR`. ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORt,'EMENT TO PREVENT LIGHT SPILLAGE TIES ®I'—o" o.c. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 18 FT. LIGHT POLE 1' TOOLED EDGES HAND RUB FINISH ON ��- LIGHT POLE BA E WITH COVER PLATE SURFACE OF CONCRETE -� AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE' �� NONSHRINk LOAD SURFACES PAINT III III BEARING GROUT YELLOW ABOVE GRADE. ID ANCHOR 8OLTS FURNISHED WITH LIGHT POLE. BOLT SIZE FACE OF —� III III PROJECTION AND BOLT CURB I GE 1II�I, CIRCLE PER MANUFACTURER'S L RECOMMENDATION ----- 1'-6" e CONCRETE BASE p3 STEEL REINFORCEMENT �_ 4— -4 TIES 0 1'-0. O.C. METALLIC CONDUIT AT 2'-6' jf6 STEEL REINFORCEMENT �.. I BELOW GRADE TO PANEL. BARS NOTE ALL UNDERGROUND WIRING TO BE IN METALLIC CONDUIT RIGID ELBOW NOT TO SCALE LIGHT POLE FOUNDATION DETAHa zi M M M Q Q Q m lC1IM CM Z ~ r,� z 5;o CD OU 2 U Q 3 ¢ i V ��W U � W I o Cr 01- OC Cl.,: LJ Li 4J L.J d IZ o- a. a??2S Le cr_ Q� a-_, I 0 allo cc 6 rf) I 1 I cat r� oo rn 00 tzI^ W OD > O ILL e� D N O at (It C C OL t W �. "d J so O • N V �Cd w C w SRI teAlll L \�GA 1a I J J 04 o Z� tt_a 21 en 1 LaJ - Q cO 1••+F- Z _ L��N�Z 6- w CC a 1 o U 00 1 ` ; O w o j v � O � v W W SCALE NIA DRAWN BY: ✓. D. S. PROJECT NO. DATE - SHEET 4 of 5 FRONT ROYAL_ PIKE - U. S. ROUTE 522 STONE PILLAR (TYPICAL) CONCRETE x x W PP IRON FENCE (TYPICAL) - EX. U/G POWER • PHOTOCELL / CONTROL . ............... / \ - \\ PROPOSED FUNERAL HOME / L � CD / \ ELEC PHONE J V) \ < -- SERVICE ENTRANCE PANELS A AND B ELEC PHONE ELEC c l iQ PHONE HEADER Y COORDINATE WITH POWER UTILITY AND PHONE UTILITY FOR ROUTING CURB AND INSTALLATION REQUIREMENTS OF SERVICE TO BUILDING. _ BRA VEL - - HEADER CURB SCALE 1/16" = 1 FOOT C\2 C\2 w w 0 0 o � � o w w v ao � ao cv cU co Lnr, �� �D c) CD t!� Lr) � W X U U LL � l.J Q� Q� [-A] �,O 011 � co A U -i > �L d 3 S S Ul ® U 0 k'D U 1E CD 3 These Documents - Schematic Drawings, Preliminary Drawings, or Working Drawings, and Specifications are the Property of Comfort Design, Inc, and may not be used, reproduced, or utilized without the express written consent of Comfort Design, Inc, JOB # E2199 DATE MAY 15, 1999 BID SET REVISIONS SITE ELEC b ELECTRICAL NOTES: 1. The installation shall comply with applicable requirements of NFPA 70 (NEC), NFPA 101 (Life Safety Code), and all local codes. 2. The drawings indicate the extent, general location and arrangement of equipment, and wiring. The Contractor shall become familiar with the work and verify all dimensions so that the outlets and equipment will be properly located and accessible. Lighting fixtures, outlets, and other items shall be located to avoid interference with mechanical or structural features, Lighting fixtures shall be symmetrically placed in rooms. The contractor shall review all project requirements and coordinate the electrical installation with all trades. The contractor shall provide product finishes and constructions compatible with wall and ceiling types based upon the contractor's review of all project requirements. 3. Material and equipment shall be standard products of established manufacturers. Materials and equipment shall conform to the requirements of ANSI, IEEE, NEMA, and UL as applicable. Materials and equipment shall be installed in accordance with recommendations of the manufacturer. 4. Submit for approval catalog information for: Lighting Fixtures and Panelboards 5. Unless otherwise indicated, wiring shall consist of insulated conductors installed in conduit or tubing. Nonmetallic conduit and tubing shall be used in damp, wet, or corrosive locations. EMT may be installed only within buildings. EMT may be installed in concrete and grout in dry locations. EMT shall not be installed in damp or wet locations, or in the air space of exterior masonry cavity walls. Aluminum conduit may be used only where installed exposed in dry locations. Non —aluminum sleeves shall be used where aluminum conduit passes through concrete floors and fire walls. Conduit used in areas subject to damage shall be rigid steel up to a height of 10 ft above finished floor. Flexible metallic cable (Type MC) may be used where allowed by NFPA 70. Non—metallic cable (Type NM) may be used where allowed by NFPA 70. 6. Bushings shall be of the insulating type. Penetrations of above grade floor slabs, time —rated partitions, and fire walls shall be fire stopped. Raceways shall be kept 6 inches away from parallel runs of flues and hot—water pipes. Raceways shall be concealed within finished walls, ceilings, and floors of finished areas. Raceways may be run exposed in non —finished areas, such as utility rooms. All electrical wiring below slab on grade shall be protected by a PVC conduit system. Raceways crossing structural expansion joints shall have expansion fittings. Changes in direction of runs shall be made with symmetrical bends or fittings. Crushed or deformed raceways shall not be installed. Trapped raceways in damp and wet locations shall not be installed. Clogged raceways shall be entirely free of obstructions or shall be replaced. 7. If any conflicts occur necessitating departures from the drawings, details of and reasons for departures shall be submitted and approved prior to implementing any change. 8. All wiring not furnished and installed by others but which is required to provide a complete and operational system for equipment indicated on the drawings shall be furnished and installed by the electrical contractor. Except as otherwise noted, automatic control wiring, signaling, and protective devices for mechanical equipment shall be furnished and installed by the mechanical contractor. Each motor or group of motors requiring a single control shall be provided by others with a suitable controller. The electrical contractor shall install and connect the motor controllers furnished by others. Low voltage control devices (thermostats, limit switches, etc) and wiring (24 Volts max) will be installed by others. Control devices and wiring above 24 Volts shall be installed by the electrical contractor. Each motor shall be provided with a disconnecting means where required by NFPA 70, even if not shown on the drawings. 9. The Electrical contractor shall coordinate with the Mechanical contractor for the installation of mechanical equipment. Nameplate data of actual equipment supplied shall be used for final circuit configurations. Adjustments from values shown on panel schedules shall be made as part of the contract. Duct smoke detector requirements shall be per local code requirements. the Electrical contractor shall coordinate with the Mechanical contractor for control interface requirements. 10. The work shall be laid out in advance, and where cutting, channeling, chasing, or drilling of floors, walls, partitions, ceilings, or other surfaces is necessary for the proper installation, support, or anchorage of the conduit, raceways, or other electrical work, this work shall be done and any damage to building, piping, or equipment shall be repaired by skilled mechanics of the trades involved at no additional cost to the owner. 11. The drawings are diagrammatic only, intending to show general location of circuits, equipment, fixtures, and devices; and do not show all required details. All work shall be accurately laid out with reference to the drawings and in cooperation with other trades to avoid conflicts and to obtain a neat and workable installation which will afford maximum accessibility for operation, maintenance, and headroom. 12. The drawings are not intended to be rigid in specific details. In the event they are in conflict with requirements of other drawings, codes, or recommendations of the manufacturers of equipment furnished, the Electrical Contractor shall make adjustments as required to insure that equipment is installed and connected in conformance with codes and manufacturer's recommendations for safe, proper, and efficient operation. 13. Major pieces of electrical equipment shall be permanently marked with an identification nameplate. Nameplates shall be laminated plastic with mechanical fasteners. Adhesive attachment is not acceptable. 14. After the electrical installation is completed, the Electrical Contractor shall conduct a safety and an operating test of the electrical system. The electrical contractor shall furnish all instruments and personnel required for the tests. No part of the electrical distribution system shall be energized prior to the testing of the grounding system. 15. All work shall pass inspection by proper authorities prior to acceptance by the owner. Costs for permits, certificates, and inspections required for completion of the work shall be paid by the Electrical Contractor. FIXTURE SCHEDULE MARK MOUNT TYPE LAMPS BRAND MODEL X CEILING LED EXIT LIGHT LED LITHONIA QM S W 3 R 120/277 EL N A PENDANT CHANDALIER BY OWNER BY OWNER BY OWNER B RECESSED 6 IN. DOWNLIGHT 15OW PAR 38 LITHONIA LC6 TRIM: 603A C SURFACE 2 X 4 FLUORESCENT 2 X 32 T8 LITHONIA AW 2 32 AR 120 GEB D RECESSED 2 X 4 FLUORESCENT 2 X 32 T8 LITHONIA 2GT 2 32 - A12120 GEB E RECESSED HID CANOPY 175W MH LITHONIA LAH 175M 11 RW T73120 F WALL CARRIAGE LANTERN 100W PROGRESS P5764-19 G POLE FOUR FIXTURE POLE LIGHT 175 W MH LITHONIA KAD 175M R3 208 SPD09 PE1 H BOLLARD 8 INCH LOUVER BOLLARD 10OW MH LITHONIA KBD8100M LV TB If SYMBOL - 0 n 0 r------------------------------- .� 1 I I I 1 A14 1 I ----------------------------------- I I I I I I 1 1 I I I O I I I I I I I I I I I I 1 I I I I I I I I I I I I O ATTIC MACHINE ROOM: PROVIDE CIRCUIT EXTENSION AS SHOWN. PROVIDE SWITCH AT TOP OF FULL DOWN STAIRS. PROVIDE TWO ADDITIONAL TYPE B FIXTURES IN ATTIC MACHINE ROOM. LOCATE TO PROVIDE LIGHTING FOR SERVICE. COORDINATE WITH MECVHANICAL INSTALLER TO AVOID SPACE CONFLICTS. O PROVIDE REMOTE SWITCH FOR PARKING LOT LIGHTS IN OFFICE. SWITCH SHALL ENERGIZE PARKING LIGHT CIRCUIT. PHOTOCELL CONTROL ON FIRST LIGHT SHALL TURN OFF FIXTURES DURING DAYLIGHT HOURS IF SWITCH LEFT ON. LIST O PULL DOWN © L_ ' ' STAIR I I ' LOW TEMP BALLAST I I 1 I IL -11 lie O` I1 I Q �( � � 11 II II JL--------------------- — =a9 ir--------------------- II 11A ® ---------------------------------------- A13 I I O O I I 1 A2 1 I ---- ----- -- -------- Al � I A ' I I I I I I I I I I I I I A ' I I I I I I I I 1 I I 1 I I � I I 23 25 -TO SITE LIGHTING O SEE SHEET E.3 i PANEL A LIGHTING CIRCUITS FOR PMP LIGHTING SYSTEM. COORDINATE LOCATION WITH SUPPLIER. COORDINATE SWITCH WIRING WITH SUPPLIER COORDINATE SWITCH WIRING WITH SUPPLIER LIGHTING CIRCUITS FOR OPT LIGHTING SYSTEM. COORDINATE LOCATION WITH SUPPLIER. Al2 O &01 i--------------------- ---J AREA = 7,009 SO. FT. L I G H T I N G P LAN S c a I e 1/ 8"= 1'0" ® EXIT LIGHT, FIXTURE MARK X ® INDUSTRIAL FLUORESCENT FIXTURE. 2X4 LAY —IN FIXTURE. MARK DENOTES TYPE E DENOTES EMERGENCY BATTERY BALLAST. POLE MOUNTED PARKING FIXTURE, SEE SCHEDULE WALL MOUNTED EMERGENCY LIGHT 0 CHANDALIER BY OWNER, INSTALL AND CONNECT RECESSED DOWNLIGHT, SEE FIXTURE SCHEDULE 0-i EXTERIOR WALL MOUNTED FACILITY SWITCH, 3 DENOTES 3 WAY, 4 DENOTES 4 WAY DUPLEX OUTLET, SPEC GRADE, GFI=GROUND FAULT INTERUPTING, WP=WEATHERPROOF ENCLOSURE. 0 JUNCTION BOX FOR EQUIPMENT CONNECTION. EJJ MOTOR DISCONNECT PER NEC AND MANUFACTURER RECOMMENDATIONS. MOTOR CONNECTION COMMUNICATION OUTLET. BOX FOR TELEPHONE/DATA OUTLET WITH CONDUIT STUB TO ABOVE CEILING. X NN CIRCUIT DESIGNATOR. X DENOTES PANEL, NN DENOTES CIRCUIT. � I w W � Q � O x /q \� 1O 00 l9J W I cu I In cU i � c`u o "t O In m d v �/ - ` J OIL .� > U� _P U W o u�,D 0 OJ I O OJ T +> Q) dXLrn > ® U�c�L -1 U ® S T l (U, W d w l0 C (n 3 These Documents - Schematic Drawings, Preliminary Drawings, or Working Drawings, and Specifications are the Property of Comfort Design and may not be used, reproduced, or utilized without the express written consent of Comfort Design, Inc. JOB # E2199 DATE MAY 15, 1999 BID SET REVISIONS LIGHTING PLAN E,1