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HomeMy WebLinkAbout46-04 Winchester Budget Motel - Motel - Stonewall - BackfileGENERAL NOTES 1. The property delineated on this plan is located along the North Frederick Pike (Route 522) in the County of Frederick, Virginia. The site is currently in use as a motel, accomodoting 36 rooms. The owner of the property proposes to make improvements to the existing parking area and the entrance drive. 2. Property Owner : 1350 N. Frederick Pike Winchester, Virginia 22601 3. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Contact: Mr. Girish T. Patel Telephone: (301) 926-7946 Contact: Mr. John Lewis Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by the survey division of Painter -Lewis, P.L.C. 5. Site Data: Parcel Area: 4.1526 Acres P.I. N: 53A-A- -1 Zoning: B-2 Magisterial District: Stonewall Existing Use: Motel (36 rooms) Proposed Use: Motel (36 rooms) Front Yard Setback (Minor Arterial R.O.W.): Required- 50' Existing- 249.28' Front Yard Setback (Collector R.O.W.): Required- 35' Existing- 68.50' Rear Yard Setback: Required- 0' Existing- 65.00' Side Yard Setback: Required- 0' Existing- 74.38' Maximum Building Height: Allowed- 35' Existing- 15' F.A.R. Allowed- 1.0 Existing- 0.0667 (Total Building Floor Area on Site= 12,069.02 sf) Greenspoce: Required- 15% (0.62 acres) Provided- 70.38% (2.92 acres) Impervious Area: Allowed- 85% of the parcel area Proposed- 29.62% (1.23 acres) Total Building Footprint Area= 12,069.02 sf Total Asphalt Pvmt. Area= 37,137.76 sf Total Concrete Pvmt. Area= 237.00 sf Total Brick Pvmt. Area= 4,206.30 sf TOTAL IMPERVIOUS AREA= 53,650.08 sf 6. Parking Space Requirements: Property Line Setback: Parking Spaces: Loading Space: Required- 5' Provided- 39.11'+ Required- (1) space per motel room 36 rooms= 36 spaces required Provided- 40 spaces including (2) Handicap spaces Required- (1) space for each 20,000sf of floor area Provided- (1) 12'x45' loading space 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC romps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Sheet 5. 9. Lighting: All existing outdoor lighting shall be shielded and/or redirected to preclude any off -site illumination or glare. No additional exterior lighting is proposed for this site. 10. Trash Receptacles: (1) Dumpster with wooden screening fence 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 12. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- No floodplains exist on this site according to the Flood Insurance Rote Map for Community Panel Number: 510063-0115B Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com. 2. The water and sanitary sewer protion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall frunish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer services on new lines are to be coordinated with the Authority's Inspector. 7. Exact location of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance deportment shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, mest be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box ossembl shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2"and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. WINCHE TE' BUDGET MOTEL SITE PLANT VA ROUTE 522 NORTH FREDERICK PIKE STONEWALL MAGI TERIAL DISTRICT FREDERICKWC. OUNTY, VIRGINIA ...-. _-_- --------- Rt ,.f''�M•r'•y.'1+J,J � �,,'I......(�h F I� ( ���+..,1�r �l ,r.. TM CENTER r_ ell r i y r.,re l fr}r_11 VICINITY MAP 1" = 1000' 1 1 1 I ® I1 _ ! 0 C 1 1 EE j j Q 1 30 I to M N Ct n. t 4_ inCL M a. O I 1r1 R 1 c E I O_ 1 �� 1 L �1 1 �'� 1 c l D UU ( im < C I C O I On I o' ai J M 0 1 W to'0 I LO O f 1 a M C I r°n to C to o I It r.r ' °ki N" 1 � to o I to o 1 0 �CZN 1 oa 1 =a I wIIZN 1 �Z^B j t t _ _ � I 1 :2I as J� 0 1 1 C 1 c 1 O ® 1 U 1 1 p I o0 1 0 1 358'40 912! 548.40' , 1 1 ` 1 0�9F�q,.� .'r°�"�,1`F. 1 iv� O\' 1 ,•rr`r f,•r''rr J NR ----d`-�--� L---r'�---- NNN L-----� 1 1 tA i II EXISTING MOTEL BUILDING II EXISTING MOTEL BUILDING II °4 ®% ` rrrr '' yy, Sr�rrr'''`.r'r'�`,rr''�`%•'�.`•�r'� rr''�r,r''c''Oj • `,' f�,,' ®.+'rr. .�^. 7:L' , , , r{ r fi+s.. •�,�. 4 rr''' +'1 j �1 r_M; 1 'Is-99.94' I PATEL c,l ` PIN: 53A-A--1 �- - oll MPN Realty Inc. 4.i526 ACRES 1" PIN=42-A--198H ZONING: 82 I 1 Zoning: B2 USE: MOTEL +•p 1 O 1 f 1_6 Jeffrey W. Feltner I A 1 PIN=53A-A--4 1 � Zoning: 82 1 � I In ®- - ®- - A166V1 Y9'il' 395.55' ­=- - - - - - - - - - - - - - - - - - - - - - - `--- ---- ---___ NORM IMERICK P23 - VA RT. 522 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION : DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. PROJECT OVERVIEW lit =60' ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN O DIA. DAM ETER� IAM DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F,LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET •00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /S" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /6: COVER SHEET SHEET 2/6: SITE EXISTING CONDITIONS and DEMOLITION PLAN and VDOT CONSTRUCTION DETAILS SHEET 3/6: SITE LAYOUT PLAN SHEET 4/6: SITE GRADING PLAN SHEET 5/6: SITE LANDSCAPE PLAN SHEET 6/6: CONSTRUCTION DETAILS� N C UVIS ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL VA ROUTE 522-NUORTH FREDERICK PIKE STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA WE CONSULTING ENGINEERS PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®pointerlewis.com JOB NO.: 0403003 SHEET: JULY 27, 2004 1 /6 Latest Revision Date: October 06, 2004 CJ� D r A z� 1 � m =gym O � m mo r C o z m m z 110 1 c.) I >- 0 ca V-** PR. STREET OR A- p AISLE APPROACH TO BE THE SAME AS MAINLINE ROADWAY. a. RADIUSTO BE AS I Cr ON PLANS) (RADIUS TO BE AS C C SHOWN ON PLANS)_ j LJ t; OMBINATION -RADIAL C& T TF CU GUTTER 11 (STM D. CG-6) SIDEWALK 6. J EXPANSION jojw A OPTIONAL rl nww I akir NOTE: WIDTH W- 2'-0" OR AS SHOWN ON TYPICAL SECTION. PLAN VIEW t A-Y 10, 8% MAX. EDGE OF SHOULDER OR--PARABOLIC-j SLOPE CHANGE OPTIONAL FLOW LINE CURVE I M 5' ;15% MAX. SLOPE CHANGE MIN. 40' MIN. FOR STREET CONNECTION 20' DESIRABLE FOR COMMERCIAL ENTRANCE SECTION A -A GUIDELINES FOR GRADE CI�ANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 1500 VPD) 0% 3% MEDIUM �500-1500 VPD) <3% 6% LOW (LE S THAN 500 VPD) <6% 8% METHOD OF TREATMENT CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TO SCAL Z 0� 0 UJ it U.1 0 EX. ROAD z WIDTH VARIES w Z 14' CLASS A3 (H.E.S.) CONCRETE SECTION C-C M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE JOINT DEPTH FOR SIDEWALK AND CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". WHEN STADARD CG-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: MAINLINE PAVEMENT SHALL BE CONSTRUCTED D TO THE R/W LINE (EXCEPT ANY SUBGRAIDE STABILIZATION REQUIRED FOR MAINLINE PVMT. D WHICH CAN BE OMITTED IN THE ENTRANCE.) A RADIAL CURB OR COMBINATION CURB AND ANY GUTTER SHALL NOT BE CONSTRUCTED Charles R. & Cunningham, D BEYOND THE R/W LINE EXCEPT FOR & Ann L Cunningham REPLACEMENT PURPOSES. D PIN- 53A-4-3-6 WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7. THE CURB FACE ON THIS Zoning. RP STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. *PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOW LINE MAY REQUIRE WARPING' OF -0 ------ 0- A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. E FINISHED GRADE ................... .................... ` -- ------- ....... 1.5" SM-12.5A .................. 1-111­1 1'! ..... 17: .... I I ................... ........... .. ..... 6" BM-25.0 8* 21-B 12" COMPACTED SUBGRAD J TYPICAL ENTRANCE SECTION NOT TO SCALE EXTEND PROPOSED PAVEMENT SECTION TO LIMIT OF RIGHT-OF-WAY. A ABLE XTION I TMOOM PLM 7- WHERE STD. CG-3 CG-7 IS USED. SECTM A -A John R. Linderman Donald H. & Judith D Moulden Douglas E. & Patricia A Arnold Carol L. & Rosoline J. Turner FYN.• 53A-4-3-5 PIN,• 53A-4-3-4 P#V.• 53A-4-3-3A PIN. 53A-4-3-2 Zoning. RP Zoning. RP Zoning. RP Zoning. RP 15' EX 15' CA11- TREES CAI— i'REE EX 76 EX, 12' � , rdl- '(PH, IT I EE z ", 1% EX. *VW FENCE 7- 1 7 2, t D EX OPAQUE WOOD STOCKADE FENCE EX. CONIC PAD �:] 25' INACTIVE BUFFER ZONE MX WLL 50' CATEGORY *B* ZONING DISTRICT BUFFER EX. TEL. PED.­i ---EX POLE da, - -- - ----- ---- ---- id, EX POLE EX. POLE ---------- -------- ------ ­.­­ ------- 0Hw t 25' ACTIVE BUFFER ZONE EX. FM CAP---, CA. VLJLLfifTUJI rEX. BOLLARDS If 0 if BLDG. FX-.ME �EX kf7E?. BLD (7) EX! 4"11 E P EX. BRICK WA K (TBP- Ek� BRICK WALK r8- *VODEN PT7S L P. &X. BRICK WALK (ra X [FE . 7- F 3 PLANTER EX. HC RAMP C RAMP EX. PLANTER EXWW LVM EWNG WM TER FOOTMff AKk 7,176J9 sq. ft. EX. PLANTER -EX. PLANTER EX. ROOF DRAIN FOOTMW AFFA: 3,9W47 sq. ft. EX. 7R. P0. 1 Sk"7 &ft ---:4-EX GRAVEL I slary &M j-­EX. HC RAMP r- WA- I From 9k1q. EX. HC RAMP FF=7%34 FF=7"." Colo. - EX. BRICK WALK T.B.P.() BRICK WALK P),11 WALK (TB.P.) EX. BRICK WALL A 7 . ...... ..... . . EX. K TT B. Lry It -4 fx T W. w , = p3.761 INVt T= ac 2 2 ( \ O A EX v L LLi w ....... 10 - -------- - L wity E TOP= 7-93.62 Aw' 0" R0,1,11tw)095, ("".R.P.) X SW MH EX. EOP 4, 77-EX-r(5P EX. EX. EX. SHELTER Col to INV. IN= 786.77 j Ex. sEP77CLJ EX. SEP77C ff INV OUT= 788.69 EX ROW 00 80AWL1005 (Tap�,' --------- - X TANK TAW EX. SEP77C JX' SHED TANK E:E -1 EX. STORM SEW INV. IN= 792.69 X. Co 5' PARKING SET13AICK FENCE EX S rtl-vcE EX. POff EX. POLEIf PfV EX E I T A ---48.81 15 70UP04-06% lee 4: Alw 4 �°\\ I `� 3 �"� I 4EX STORM SEW M INV. OUT= 790.70 MPN Really Inc. 0 PIN.• 42-A--198H =4 Zoning. 62 I \\ {�1 r I "VC "-C 8, L ONG �W" 2:1 vwv�,, jaw SECrM 8-8 cuRa ff W. 2- HIGHER THAN EDGE OF PAVEMENT AT III M. SAME AS 2! TOP OF CURB. TYPr.AL PLACENNT TYPE C (PARALLEL MDO") AT WTERSECI" APPLICATION "TH BUFFER STRIP DIA. THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LARDING AT BOTTOM OF TWO SLOPING SIDES WITH 60' It W' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN 13E PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK DUI--4 WITH A WARPED SURFACE. NOTES, 1. DETECTIBLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)SLIP RESISTANT INTEGRAL THE FULL WIDTH FLOOR iH TN TRAVEL TRUWATO DORM SURFACE COVERING OF THE RAMP BY 2 FOOT LE THE DIRECTION OF OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE MARRING MAY BE USED WITH THE APPROVAL OF THE WTAC ENGINEER. 2. THE DETECTIBLE WARNING SHALL BE PROVOM BY TRUNCATED DOMES. TRUNCATED DOMES TO 19E STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE OMCTA13LE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE AWACENT SURFACES (ADJACENT SURFACES MCLUMS FLARED SIDES). TRUNCATED DOMES 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE C CONSTRUCTION JOINT WITH REQUIRED BARS, 00 4. IF PAW FLOOR IS PRECAST, HOLES MUST K PROVIDED FOR DOWEL BARS 50 THAT Awmow FLARED SIDES CON BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLAW A-4. 5. REQUIRED BARS ARE TO 19E NO. 5 x a' PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR. 0 000 0 MID -DEPTH OF RAW FLOOR. MINIMUM CONCRETE COVER 1'/2'. 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS TO CURB ROMPS PAYMENT OF ADJACENT ARE INCLUDED IN CURB/CURB AND GUTTER. 000 00 0 0 7. WHEN USED 94 CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE MATCH THE MOUNTABLE CURB AND CONFIGURATION. 000 00 0 0 8- CURB RAMPS ARE TO BE LOCATED AS SHOWN AN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGNMAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWLK IS DUSTING POLES. FIRE DROP INLETS. ETC LIGHT HYDRARFS, WILL AFFECT PLACEMENT. ACCESME ROUTE IS DEFIED AS A CONTINUOUS UNOBSTRUCTED, STABLE, I" AND SLIP 0 U 0 U 0 0 0 RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH M06NM IMPAIRMENTS. 9. RAW MAY BE PLACED ON RADIAL OF TANGENTIAL SECTORS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LOOM OF THE CROSSWALK. VARIABLE 3, MIN. 10. TYPIC-AL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING PAY LIMITS REOUIREMEKTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7" CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLED & PERPENDICULAR) APPLICATION N.T.S. 203.05 200 R Lb Ir-01 Q3 Ui Jeffrey W Feltner PIN. 5JA-A--4 ZZoning. 82 i a. fe LO "Jin' BRL BRL lit EX L T. POff"t' k F4 I 41 z It EX SA N MH fX SIGN TOP= 78836 EX SAN. MH `V 6' CAI, Ir WV IN= 782.51 EX. TOP= 787.08 APPROX. LOC. EX. 170 WATER MA! X INV.OUT* 780.04 FPR. rrj0- 787 r,,t 1 1 15 2N v (SEE GRADING PLAN) J�ARKING SETBACK 5' PARKING SETBACK a &V 1 ­1­1­1 ­.­­ 7 - - I EX C&G Ex�oc­� ­� ­� � =ft-� =�- -.E� ��d --=- ­­­­', - --- "' - ­,­­ ­­­­ I ­ • 2 jzx - -­ - I . .... - � I ...... - - ­- ��E*429tif--TCPBF=MOCAMD� - - � - - - - .j 7�- 11111111k= I - ­­,­ -=­111. -OHw ...... ErF9T6 --------- v9it�,*: ........ ....... ... --] ------ 0 EX. POLE EXEX POLE 392.77 �-8PWW. 45A 136.7Z7'- 'PW01 0,3X r EX. SIGN EX. STORM SEW­s INV. OU T= 784.23 EX. =x IV NORTH zz"R"IDEAMCK PIKE VA RT. 522 (35 M.P.H.) 30 0 30 Scale 1 30 ft M Ijj 4" QL Q) C)Ld 0 TJ71 (f) Z 0 0 :5 z z U0-0 z U0 1 :D Z III- _j II- jx w o ch Ww0 00 LJLJ 0 F- > 0 -AL Ld O z 0 > Lj- < o :5 Lj z D 0- 0 P 0 LL, in- III- y W X < 0 Lai Z 1 0 0 z LLJ Uj Ix 3 0 LL- 0 V■ WINE! E CN r-) 0 0 (7) C))(-) r- r- L0 C6 CN 0 (0 -tof 3E C ww C� �3 (0:) U) > L0 -C :3 0) C V) 0 E 0 -C 0 Uj -C OL '6 (0 0 q) 0 z 0 0 F- L­ E z `.Li 00 Z a� I-- LLj -j Lj ::) Z V) Z 0 Z 1211C) W ITH j `IN C. LEWIS a I 21621 ldtSSIONAL SURVEY: C.I.: PL-PLC NA DRAWN BY: JOB NO. SS 0403003 SCALE: DATE: 1"=30.0' 07/27/04 SHEET: 2/6 pECE WE FREDERICK COUNTY PLANNING & DEVELOPMENT GRASS 12.66' 6" DIA. STEEL 4.1 1 ' 4.1 1 ' 71, 4.1 1 ' PIPE FILLED W/ 4.59' 2.83' 4.58' In CONC. (PNTD.) 4'-0" HT. WITH 18" 0 CONC. FOOTING - 3' DEEP W/ WELDED HOOPS (2 TOTAL PIPES) PNTD. PER OWNER SPEC. FENCE (SEE DETAIL THIS SHEET.) PLACE 4%4" POST-Y FLUSH BEHIND BACK OF CURB. 6" CONC. SLAB W/ 6"X6"X10/10 WELDED WIRE MESH ° 12.00' 1.00' ° a q A e eo ° 4 e ° O oa ao d � � ° e ° CONC. gSLAB Ae ° � d•:a. e e Ca a ° e A � 1 EXISTING DUMPSTER ° 5, 67' . ++ 0.66' ° (2) 6'-8" GATES e , TO MATCH FENCE \ •e . e 0 SEE FENCE DETAIL ° 0 THIS SHEET a ° n CANE BOLTS BORE HOLES IN a ° ATTACHED CONCRETE TO CONC. APRON' `+ 'TO FENCE ACCEPT CANE ° ° q 4 d BOLTS FOR BOTH a_ OPEN AND CLOSED 0 PROPOSED ASPHALT POSITIONS DUMPSTER AREA DETAIL a_ KIr)T Tr) crAI 17 VDOT General Notes 0 0 6 0 0 0 u7 GRASS V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety do Health (VOSH) Rules and Regulations. V3. When working within 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 accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre-constructiion conference shall 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor drainage i i n maintained on the site during and at the end of construction. t actor shall ensure adequate d ai age s achieved and a g V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, coves, etc.) 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 VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch 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 VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. TRAFFIC IMPACT ANALYSIS LAND USE: 320, Motel Total Number of Rooms: 36 Average Trip Ends: Weekday: T = 9.11 x 36 = 328 Weekday AM Peak Hour: T = 0.67 x 36 = 24 Weekday PM Peak Hour: T = 0.69 x 36 = 25 Saturday: T = 8.84 x 36 = 318 ;T ..: I I I- _� 2x4 TOP RAIL - I 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) I I 2x4 MID RAIL - I 8'-4x4 POST ® 8' CC I I I I =F 2x4 BOT. RAIL ATTACH RAILS TO POST PROP. GRADE W/3-1Od(EA. RAIL) 6" 5'-g„ 12" DIA. POST HOLE, FILL W/CONC. NOTES: IY•jj,, 33" ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT 2 6' GATES SIMILAR. PROVIDE GATE LATCH. PROPOSED FENCE DETAIL n Charles R. A• Cunningham, 111 11 d• Ann L Cunningham ( PIN: 53A-4-3-6 11 Zoning: RP I 1 I � 11 11 11 11 PR. TYPICAL SITE PVMT. SECTION 1 / -A 1 �11 • sF.LS. m ll x 1� v KI 13 15.0 rn 11 ,8. PR. INV. 1 p� OUT= 794.Ot RUN TO DAYLIGHT 11 \x 1 11 EX. SA . MH 1 TOP= 793.62 INV. IN= 788.77 R• INV OUT= 788.69SCRE E 1 a� SEE y ADDI -X �11 1� 1�11 P 8' TA � MPN Realty Inc. PIN: 42-A--198H Zoning. B2co 11 4 !11°v TINm `11 11 ,111 APPROX. LOC. EX. 12*0 WATER MAIN NOT TO SCALE Carol L. dr Rosaline J. Turner r PIN: 53A-4-3-2 Zoning: RP 1 1 2" CORP. STOP a ° 1' METER 2 0 TYPE K COPPER 1 ,WATERLINE r-Pff= WIDE STONE 'ED. X. POLE FRENCH DRAIN TRENCH 4 0 CPP PERFOR TED EX. POLE , OHW EX. POLE W EX. FUEL CA ONNECT WL LAP t. STABLI EX. BOLLARDS P OVIDE PVMT. EX. BOLLARDS S RAP 1 6.6 ' SR D 1 1 IPIN AS 1 1 R S 1 HO Z_ , O'R ,` © o� 5.00' oo` �` a R ` 2 10 TOP ECG IGJMI ` ` ! N o BLDG.-'0 4 N a' �`' X. ME `4 REQ'D. SH GRAS A ui u i e ` 'BLDG. -T (7) EX. 4'x6' X. BRICK WALK BP�r -L 1- �_EX. BRICK WALK�B.P. EX. BRICK WALK (T.B.P.) 26.94 x WOODEN POSTS e 1 CANTER EX. HC RAMP EX. HC RAMP EX. AN DIUM �L EX. PLANTER X. PLANTER �L 01 1 FOOTPEW AREA. 7.176.39 sq. ft. EX. TEL. Z EX. ROOF DRAIN F001TPRINT AREA: 3.98R.47 sq. ft. m R. IN 1 0' 1 � Brick PED. EX. GRAWL I � &Uk OUT-- 4.0 FrO1rN EX. HC RAMP X. HC RAMP Fri CONNECT PR. CG-2 TO 1 .00 RUN TO A GHT 1 ONNECT PR. CG-2 TO F1F-i�.54 PR. HC SIGN PR. HC SIGN FF:74K EX. BRICK SIDEWALK 1 EX. BRICK SIDEWALK MOUNTED ON WALL MOUNTED ON WALL EX. BRICK WALK (T8.P.) L �_ ( ( �- EX. BRICK WALK (TB. EX. BRICK WALK (TB.P)-r,-EX. BRICK WALL (T.B.P.) 1 1 W - 49.7 8'CMP 3.6 '� � 1 � �. �. 1� �� �. • � � � � � � 1� � � � � X. S M SEW. o LO INV. T= 0793.76' o >c 2: ' : o ® c' 20' 1 N O �: ' . N .' N ROM PRE- F.LS. \ I 10,R 9\R� 9•. ECTKfN EOP 0 EX A�N ACHHPE. PRS 3' EX. FH I • . ;, yypl• �, � PR; .1��� •2 �f�1N. APHALT EOP. MATCH X. PVMT. 0•�MbVE EX, ASpHA� T S STALL AS SHOWN. TO PIS. CG-2 LIMITS.* ,,i;.g,.; TOP CO T fNERLfiY ELEVATIONS. 0 4.9 ESTABLISH GRASS A LOC�1E _� cwn :...... \ John R. Linderman P/N: 53A-4-3-5 Zoning: RP Donald H. d• Judith D. Moulden PIN: 53A-4-3-4 Zoning: RP 5.1 4. EX. CONC. PAD X. WELL Douglas E. & Patricia A. Arnold PIN: 53A-4-3-3A Zoning: RP EX. OPAQUE WOOD STOCKAD 25' INACTIVE BUFFER ZONE REMOVE EX. GRAVEL I CONNECT WL LA>-_ PR. INV. IN= 793.0 ' TO PR. ��rl I�KAJJ AJ 5.00 AS REQUIRED �� 25' ACTIVE BUFFER ZONE 15.00' . ` : R. REQ'D. LATERALS. CONNPR,ECT . • . . . : • TO PR . LS. E :REQ'D. ONLY..• UNE. AS'. . EJ1. P 0 �PR C C PR. TYPICAL SITE EX. PR. CO CO EX. CO PVMT. SECTION CONC. DUMPSTER AND WOODEN ENING FENCE EX. SEP77C OSURE. EX. SEPTIC TANK CONST. DETAIL F TANK 1 TO BE ABONDONED TIONAL INFO. R. 4'0 SDR-35 TO BE ABOND ED PVC MIN. 2% SLOPE o ONNECT PR. EOP CO WITH MIN. 36" COVER EX. CO TO EX. EOP MATCH EX. PVMT. PR. 1-1/2" MIN. APHAL I ELEVATIONS. TOP COAT OVERLAY WIDEN EX. ASPHALT ENTRANCE DRIVE TO 24' CONNECTION AS SHOWN X4' WYE (L a- P BY F.C.S.A. w w a o A.PPROVIM4Tr LOCAT;0N Or F.Y DPAINFIFLD. PR. 1-1/2" MIN. APHALT TOP COAT OVERLY I % APPROXIMATE LOCATPOt' J OF c.x. DRAINFIELD. 24 R. ASPHA T SAWCUT NTRANCE:::,,_UMIT LINE SAWCUT AND REMOVE EX. ASPHALT AISLE WITHIN LIMIT LINES. PROVIDE TAPER PR. ASPHALT SMOOTH P T. TRANSITION. - _ �_ EX. OG ' 14 93 EX. COR PRCC EX., SEP7/C TANK \\ TO BE ABONDONED INSTALL FIRE LANE SIGNS AT \\75' SPACING AROUND PERIMETER OF ROADWAY. C') FROM 34 ENTRANCE TO 34' AISLE WIDTH. RRL BRL PR. EOP NOTE: EX LT. POLE EMOVE EX. ASPHALT INSTALL CG-12 RAMPS AT ESTABLISH GRASS AS REQ'D THE PR. CG-11 ENTRANCE AS DIRECTED BY THE VDOT PR. E ATION OFFICIAL EX. SAN. MH PR. CG-6 F =788.36 EX. SIGN 34.00' OF THE POWER POLE WITH V. lN= 782.51 EX. SAN MH THE APPROPRIATE UTILITY PR. CG-6 EX. TOP= 78Z08 COMPANY AND THE VDOT INV. OUT= 780.04 5'R PR. TOP= 787.5t _ PARKING SETBACK _ 25'R (SEE GRADING PLAN) INSPECTOR. 5' _ , , 5' PARKING SETBACK �W E1T'•f}I E7OLE�B�OaTD-J'� - 136.77'-8 P�C91.03� OHW EX. SIGN$, EX PC 14.00' - PR. G-11 -�- 14.00' X. Sl ENNCE =173=33' - _ zt I�EX. 'E(7- • o --r X. -.a.00 PR. ASPHALT SAWCUT- - / LIMIT LINE -- 770' TO NEXT ENTRANCE- SAWCUT--- - r WITHINAND REMOVE EX.PROVIDE ASPHALT NORTH FREDERICK PIKE - VA RT. 522 WITHIN LIMIT ONES. PROVIDE (35 M.P.H.) /I SMOOTH PVMT. TRANSITION. SITE DISTANCE= APPROXIMATELY 770' SITE DISTANCE= (TO SUNNYSIDE PLAZA INTERSECTION) (TC _ � I r I� N CATE EX. SAN. I I I E AS J I ' o EX. FENCE X. SHED EX. STORM SEW: 5' PARKING SETBACK I INV. lN= 792.69 EX. TOCK FENCE T I EX. POLE EX. EX. POLE 48.81 '-15 CMP06C 06X LQ EX. STORM SEW. INV. OUT= 790.70 �o • o � I QI � Jeffrey W. Feltner PIN: 53A-A--4 I Zoning: B2 I I I A n- ian IW N o 3 ( I I Cn II _EX. CA'G :=Memo_ - : -- 0 -t --OHW / EX. POLE _ 3927-7.71'-8'PVC0045.T _ - = I� _ - EX. STORM SEW. _ - --- 30 0 30 Scale 1 " = 30 ft 90 Z 0 `0 w o rn C�j O N Z w J H J M Q W ogW� Z m LLJO Q U W J Q U W �ZW w3 zX O W Cr ■ J a E C6Q) 0 I_ (N N o L0 (n V) N N 1 3 N N v c0 cs, � cD °% •o J U''��® 1 +. L• 0 C 0 in o ° a'- a) W(,� U U 0 a a , 0 U) Z of JLIJ LJ 0 &L I OW 0 t,T H O 1 HN C. LEWIS 9 No. 21621 yokl,SIONAL SURVEY: C.I.: PL-PLC NA DRAWN BY: JOB NO.: SS O403003 SCALE: DATE: 1 "=30.0' 07/27/04 SHEET: +/� E c E 11 w 1� FREDERICK GaUNTY EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT STEEL OR J WOOD POST 10 FT MAX. SPACING WITH I - _WRE SUPPORT FENCE PONDING HT. PONDING HT. STEEL OR WIRE do FILTER FABRIC WO,QD POST ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF (RECOMMENDED)' STORAGE HT.:,.::. y,I IiL :; iL_uM; 12" MIN.~` V ' I i �._.. 12" MIN. by sI ' 4"x6" TRENCH I� { . vl WITH COMPACTED € _, GRAVEL 1111BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6• ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 CONSTRUCTION NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY' AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. PAVING AND CONCRETE: 1. THE ENTRANCE DRIVE WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE ON -SITE CURB SHALL CONFORM TO VDOT STANDARD CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT. 4 A IINFORMATION. HOWEVER, TH R MAY EXISTING UTILITIES ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE E E BEE WHICH ARE NOT SHOWN AND SHOULD BE LOCATED, THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. T R APPLICABLE. R OF STONE PAVEMENT, WHERE 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT. 0 EDGE , 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. 11. PROVIDE FIRE LANE SIGNS (F.L.S.) ON 75' SPACING AROUND THE OUTSIDE PERIMETER OF THE ROADWAY. COORDINATE ALL FIRE MARKINGS WITH THE FIRE MARSHAL. EROSION AND SEDIMENT CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE ROUTE 522 (NORTH FREDERICK PIKE) R-O-W). 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf). SEED TYPE: RATE: MIXTURE: lb RELIANT HARD FESCUE 130 Ib/Ac. 65% KENTUCKY BLUEGRASS 40 lb/Ac. 20% PERENNIAL RYEGRASS 30 Ib/Ac. 15% Nurse Gross -(season dependent) Sept 1 - Feb 15: Annual Regross 12 Ib/oc 98 85 Winter Rye 12 lb/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegross 12 Ib/oc 98 85 Mulch: 1.5 ton/oc small grain strow Fertilizer: 1000 Ib/oc 10-10-10 SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS. DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. LO Z O Zw I I I I a •so a I,o- r �,•�'.,h4 "I`�, I^,^`'�' .S� 0.4 nUt w rr� rr� w ��, t �� �9 •ram w �*3�� � � � � r� � rr� ra!} �^y' , �'4 Ito ,f _... 1 r. 'i� I?1ti , y^N� 'I '�h,. ' z 'ti,•.. ,.�,4#� J...._ ,1+''°' 1 I � 4�.. wy Y' '•�''' '� J •ry w • 7Gy 6 yrq.9 r g #,� i., r„�,. r,Egj, r,tryS. w"4a •'I�i"'' cn4," ~�""", • d^fir ------------------•- . Y _" ,ie, w "4 , , , d�- }, R ,ts q�•h ,_,'i h 'n, .r .d� tp'j S �•, «f 1.. '� R t �h w rrw ;r t TS,71y j - 1 y' ,iq,b. \ \ f d ,, 4 b. w \ �t� r n �, i i +. 1 j/ 7 a ro ti ta' i 1� 55,� 'I i J A y br 4" d r' t 'q r 'h. • � 1 4 a u1 '' 41 ' F •4" �4 , j- UUU ...�, �� �� k� � � � � � �' !4 "h R, J,,m � � � .� .•Wj, t � � •` � 1 j A � arty ti,� ? �1 ATCH TC TO 1 �' 'ti "h 5", MATCH h w EX. BRICK ELEV. EXISi'N16 I�IOTEb. '' ' M` Dam ISM EX. BRICK ELEV. �`T , ( � ,d'( i �� j � � }. FIOOTPi31lOT AM: 7,176.39 sq. ff. 795.s 4 ��: � � k �ti pool II�T NFA: 3,91j8.47 sq• ft. W 0- r AWAY FROM TBLDG. I � &ft HP VMT. 4 ' 4.ti 1 �f�4 rq 3 d. Z = Q- t_n ({ _.FILL TOPSOIL MATCH TC TO F�+OfIN ;., i ` ��, Ft+a�lns :R ' BLDG. N ... .. I i \ V ! EX BRICK ELEV. q h w L f ( w �N PR. PLANTING �a7�• P + I t b �' h�,' � "`� �^. MATCH TC TO 4 � '•� �"' C ,�.•- �' S 4 '', EX.BRICKELEV. r r ( �Pi�', LLJ � J C5 d� I � `4 b9 m(,J. t. � U TYP}.}P. I � i ` y. Pr 1.1L + in 4,001, ra �I.� ® V) I � q _ • T,+ r' ti ,+• 5 '� '� - ' r' '^� M1 ! SE �,V ISF t rf wry t~ILL TOPS al_ , �,�• \ �, '� 5. TIN t 'C o • a _ R a. ' ,7 � - .: . ' .. .. �.. '1 r 9 R r '}', .!'�4..23e._w�"ryM�_ 'h..�Mk....0 Z \\ '� . r :'# R • \ �. .._._ t INSF=ANDS TO u �' ACK OF CURB. T l V I J f 0 ;.. i I R i' 6 , l I. „r..r.r.. _ _ _ - . • - ' 'ter 7 71 1 tdt .y r n: �.»' q..: - A":Al ^i �, T , nq w + • '� b °: ''f� Y, .Ft {r �,' 'y� " + '"U,.,-I'b ,�°� _ . .y+a,b�i' � �` .. ..e� ' t,�A: �... - � � � En fti v w CT y, ■ "r' a ' i wqr` r' u r r 1° ' [' TCH PROPOSED PVMT. y w to tsrT V I ELEV. TO EX. PVMT. \ zv Q� I( ft[ .ia.r. R ._r `•t_ ' 1''.: •_.,,,. 'I'4 'Ic'' 0.�'- OVERLYq`9• . 5) w MATCH PROPOSED PVMT 1 _ 7 r'` ,. .. ti��y..,,. , i (•a a . 1 �r �° ■ i __ _ I I ELEV. TO EX. PVMT. ��.. ' • ' � t , _- � '1`xgr a'�g � , � 1 d-__ '2.b' 7►3 a OVERLAY ELEVATIONS. M, ,..__ _ ,� 41, y''� PROPOSED PVMT. ®, a ELEV. TO EX, PVMT. Y ELEV e (RL ELEVATIONS. , ; •t'' g.,. \\ ■ „.... ....,. •R',., .� "ySS._.,., I� ^• ._..,..._,..... .__._,..._ ,.......,.. __.._......... w+t, +'to- 'h• a r r- p`T 0 \' ",' �, '„ .9� w!i7927 Mom' \ ( ■. a� 0 L L0 6 'K5��r � � ',n••a„'?..- �I b� � r w w r „�rti� (V � In (n �t r 1 v.r� '�`�`"# w ,1'cI2 3 •'xi" ■ _`. " : iti'•op t''r:,? N N N -79 Iq fi I++ "', F �' l7 cp N � ft ?`' .. ' �'�` ' " •• '•"^ �,� \ 'lam tx,` • ^C ^ i•�, C ,a y J _ .- N �I , 'I ter,,, Uj +' •L_ d •Q. w • w EROSION & SEDIMENT CONTROL KEY \ I V) Lh o o \ s ' W - MATCH PROPOSED PVMT. 3.05 SILT FENCE \\ �+��b, vn', �' ,� C �, v v + ELEV TO EX PVMT ::53" 1' , �ti5 w r� 1 OVERLAY ELEVATIONS. 111, (TYP) q Z w r fYiri.. 4 7 r .q,, I5' a ASPHALT SAWCUT LIMIT LINE '■ t, �� I Z (!1 Lj ___..___.__.'PR'OVIDE FILL MATERIAL -fqw*' q P7 �Z AP D GRADE, b�, �f n45' i 5 sq� 11ww"��� Z y10 i�� .�.�+""''PROVIDE POSITIVE a" �7,'�'", •�'%.. ..'' 1 O DRAINAGE. ESTABLISH ' ` 1' A' g LLI GRASS AS REQ'D. j 1 w ,, ....._.., ..._. _,_...,._ .__..._.„ _.. U 1. t IAw WO U 9 C� I� No. 21621 1¢ 't ' ....,. +• ,' '. . <, # � s® q�t w � � �a � dodl'a � arm �Ifr� � � :� � a / - 0 w �; w � �.:" a �' ... # °l+'' / ..I " ySS rp;Y '._� ........_ f v[n5 •4 � w • °cTM-..nx•mn:, nrnaa,.."dr-._-'-M. mrnsn..r.' � r_i n V b�• IONAL ^' 4� ELEV, TO EX. PVMT. �, PR ASPHALT SW�CUT �3, OVERLAY ELEVATION%' _.M .. ��'' �'^' ,m. LIMIT LINE y �:�/ °� (TYP). ,.. SURVEY: PL-PLCMATCH PROPOSCD PVMT. RAISE EX. SAN. MH TOP TO ELEV. TO EX. PVMT. NA OVERLAY ELEVATIONS. MATCH PROP. PVMT. ELEV. N�/R`�°HED�NECK PIKE - VA RT. 522 DRAWN BY: JOB NO.: (rP). EX. TOP= 787.08 PR. TOP= 787.5t rko SS O403003 (35 M.P.H.) 30 0 30 90 SCALE: DATE: 1 "=30.0' 07/27/04 SHEET: { Scale 1 " = 30 ft 4/6 qDE C E ° W E L I L FREDERICK COUNTY DEVELOPMENT NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED 4" MULCH 3" SAUCER AROUND TREE EXISTING GRADE SOIL MIX �- COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL. TREE PLANTING SECTION NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLE W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND ''N' r'x .�{) ✓ h P tf I' f� yt `=f'N � u j,'. � f .•=r f. I'' 1'"' rf ` „` 1 " TAGS FROM PLANT. REMOVE TOP 1 /3 OF ALL BURLAP FABRIC AROUND 4 14 ,, 54, \ *41 q ' �''` ; ' ROOT BALL. I . ti `':,4'i' `'45iq�.,4''�� 4 f . q ; �... '�. 'y,'�'i - ` iq \ '=4,y •k ,� �'4, l \ '� •4 � •. i SCARIFY ROOTS ON POT 16 BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: Interior Areas: Zoning District Buffer: Required Buffer: Provided Buffer: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 48,901.82 sf/2,000= 24.45=> 24 trees Provided Trees: 24 trees 5% Interior Greenspace Greenspace Required: 32,183.86 sq. ft. (x) 0.05= 1,609.19 sf Greenspace Provided: 4,798.00 sf (14.91 %) (1) Tree Per 10 Parking Spaces Trees Required: 36 spaces/10= 3.6 trees Trees Provided: 4 trees A category "B" buffer against adjacent RP zoned properties to the north. 25' inactive buffer 25' active buffer 546.4' Full Screen (3 plants per 10'= 163.92 plants) 25' inactive buffer 25' active buffer Full Screen with 117 proposed plants and existing vegetation that shall be preserved for screening purposes (4 different species proposed, 1 /3 are deciduous species, opaque board fence is existing, within a 50' wide landscape easement). Note: The required J deciduous plants shall be comprised of (13) Washington Hawthorn trees, (14) Pin Oaks, (6) mature existing trees, and the existing vegetation that shall be preserved. ""EXISTING VEGETATION IV BE MAINTAINED FOR ICREENING PURPOSES LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials ore subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all togs, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. Plant substitutions are permitted with consent from the Landscape Architect. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. 14. All existing plant materials shall remain unless otherwise noted on the Site Plan. �) YY (27)TM T. i i . EXISTING 6' OPAQUE,--- - , EXISTING VEGETATION T�' E '"� `� 4• r % BOARD FENCE TO REMAIN TO BE MAINTAINED FOR •L. SCREENING PURPOSES ...�yn':.. ...-......- .......,...^...... ..,....--- ,..-.w� .........-....... .---..�,,.., .......,..........-...•..w,...., .......w.-- .....w........ .....w...,....., ....»..«..... ....,..Y�qr..., ..,,,�..w.t_'., �......�---., .,.�..,.. ....,.«..., ...,,-f..••... ........ ..,..�....,.. �....w.,... + M ..^., ...w f,.W..r"....., �,,.....t.r'.....,�M,. � ' � � l• � 3 M, I �' � 1 ° P 5' INAC R ZON 0 p o 0 o e P P ooPP pp ° �O GORY " NG DI �° QP QP. QP° QP° - --.---- ...................... ---•. - - - ----- --- -- - ---- - ----- -- --.... - _ ------- . _.. - - -- -_ _. .. _ :. yam._ ,~'-=�. - �,:� �., ter- �..• �. ; � 25' ACTIVE BUFFER ZONE c06 ''•'\,�.�;X� \�'y'41,a '\�,ti� titiq;yi 1,''+' / �ti y\ i` i I I b y 4 r r { s 4 \' f i lx` l 4yti'41� CL ti it ,t 5 'yr4 r• o �� �� y� s�'' r.f' ,,• (+`'���'1, q y'`,s��' `�,Z'v'ra ,r' 4 .S� '��'� �yi''' `2z—r •—/ `—�I_®® ®fir® ,.ti `�\`t1`` �r ` ® �:�� ®—® 4 ` `';, .r `' N` L \� ; l DNJ I IIrV MOTEL 39 sq. It. tool MQT ARE: 3.9K47 sq. ff. f 4 '. ;_ I ; N, ff=7wa t �, , ''fie t f3 i r. ' r.r' r'r r.:r' �' �� ..—. �, a ti ti '. CL ' _ ^ - �• . .. . - '1' �*,'q 4�',q-'' •\ r''• ,r r f O '1 • 'r: ' .... ' . -. ^ . • , r' _ ..n..an..:S t.�s�i.. ��' �:.5.._ 3,1.''s.S..�` r''� f''' . .f .,.._ ..._... _ ._'." \\ \ 1 w I AIR o OOP 6 CA In e TC `TC - E1;. 7 r OF BO i 6."f'S lr� . P Irf(i P "REF w_ III 7 \\ �, EE � I i \\ 5' PARKING SETBACK__, I _.,... .. ,. . Xu 2 J I , r \\ rr, tr \\. I i } i Q PRESERVE, AND PROTECT Y !r. (4) EXISTING BOXWOODS ON -SITE. \\ a REPLANT IN EXISTING LOCATIONS o I AFTER FINAL GRADING HAS BEEN COMPLETED. BRL � 86 � N M _ W - - _._ • . •.. 5� PARKING SETBACK - r w— .------ - .. _ NORTH FREDERICK PIKE - VA RT. 522 PARKING LOT LANSCAPING PLANT LIST 30 0 30 Scale 1 " = 30 ft 4 KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CL 4 Cledrastis luteo American Yellowwood 2" cal. see plans QP 19 Quercus polustris Pin Oak 2" cal. see plans TC 3 Tilia cordato Littleleof Linden 2" cal. see plans ZS 1 2 Zelkova serrata Japanese Zelkovo 2" cal. see plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING ZONING DISTRICT BUFFER PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CP 13 Crotoegus phoenopyrurn Washington Hawthorn 2" cal. see plans PS 43 Pinus strobus Eastern White Pine 6' B&B 10' o.c. TM 61 Toxus x media 'Sebian' Sebian Anglojap Yew 4' height 6' o.c. large, flat topped variety POM- 14 QP OArew lot tress bill alp sww as Oeaida" brss for ft buffer. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING Z O r� o w J F— F- U J W 0 RD Z w W M 0- W D 0 0 Ld W J CX U�W �i F— Z W w 0 ix LL. O CL d J a. ors co � o r Cl) L_ Cq N U) I I� 3 N N W o 3 ._ �. ._ I,0 0 o �5Imo® .J 1 +� a) o a ° V) ° E o W_v-c (O - N .C) U �3 U ~L`w Z Q a. P1,TN �'t o ��r J N C. LEWIS a No. 21621 ONAL SURVEY: C.I.: I PL-PLC NA DRAWN BY: SS JOB NO.: O403003 SCALE: DATE- 1 "=30.0' 07/27/04 SHEET: 5/5 cRf fGGK COUNTY Ism TURN LANE -USE ARROW NOT TO SCALE THROUGH LANE -USE ARROW NOT TO SCALE —EXISTING BRICK SIDEWALK (TO BE PRESERVED) PARKING AREA AND TRAVEL AISLE (WIDTH VARIES) 19; MIN. SLOPE T EX. PAVEMENT SECTIO ASPHALT AND STONE AS='T�� REQUIRED TO ACHIEVE POSITIVE DRAINAGE SCARIFY EXISTING ASPHALT PRIOR TO INSTALLING TOP COAT SURFACE. PROPOSED PAVEMENT SECTION OVER EXISTING ASPHALT NOT TO SCALE varies at property line (see note 2) roadway box- 2" type K copper tubing (no joints from main to curb stop) `.saddle with corporation stop water main ball valve curb sto with FIP ends, with 2" gate valve operating nut 6" L 8N CUTOUT DETAIL (typical) 4" —tiT--• T-1-ft i — $"R 18"I 6- CONCRETE TO BE CLASS SURFACE A3 IF CAST IN PLACE, Ell o 4000 PSI IF PRECAST. BASE SUBBASE N 6 CG-2 (HEADER CURBI NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) 2" SM-2A 6" 21—B COMPACTED SUBGRADE -- U1,41 TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE PER PLANS ....7 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) CONCRETE SLAB DETAIL NOT TO SCALE 1 "0 DOWELL HOLE 1 "0 DOWELL HOLE 6'-0" FRONT VIEW 1 /2" PROP. 6' CAR STOP -: _ < EX. PAVEMENT CONTINUOUS 2" „ STRUCTURE #4 REBAR 5 5/8"0x18" STEEL DOWELL END VIEW PRE —CAST WHEEL STOP DETAIL NOT TO SCALE 54" 30" VAN ACCESSIBLE SIGN—� D 12" x 18" STND. y RESERVED RESERVED PARKING PARKING STND. U-CHANNEL L'-v I M POST VAN ACCESSIBLE rour roo-aoo rewKr ioo-soo row-�rr�r zaE row-�wr m►E ACCESSIBLE SIGN PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE FIRE LANE SIGN DETAIL NO SCALE 1 1 /2" MIN. TOP COAT DEPTH. SAW "CUT AND REMOVE EX. ASPHALT EXISTING LAWN AREA. AS REQUIRED TO INSTALL PR. CG-2. -PROPOSED SAW CUT LINE MATCH TOP OF CURB TO EX. BRICK WALK ELEV. ASPHALT TO BE REPLACED (SEE ON —SITE PVM'T DETAIL) 1% EXP. JNT. MATERIALri 4" PARKING AREA AND/OR Y TRAVEL AISLE 1% MIN. Sl L., (WIDTH VARIES) 3 EXISTING BRICK S DEWALK PROPOSED ASPHALT TOP COAT SURFACE (WHERE ENCOUN RED) 18" o ... ' ' PAVEMENT SECTI N (SEE "PROPOSED PAVEMENT PROPOSED CG-2 SECTION OVER EXISTING ASPHALT" (SEE PLANS FOR LOCATION II— FOR ADDITIONAL INFO.) AND THE CG-2 DETAIL FOR CONSTRUCTION INFO.) INFO.) 6" I �-II- VARIES PROPOSED PAVEMENT SECTION WITH CG-2 NOT TO SCALE SDR 35 spigot SDR 35 spigot by R by gasketed SDR 21 gasketed g. bell 45- bend bell adapter i (see note) 2' VBHH77-15BHC-11-77 2 custom setter (meter by FCSA) `" x cast in place access standard flat top :tir t: 3.°. ..• vr.< «�. ..h.itM: ::r. C-.t'.:.. .�kar door, centered in for 4' diameter top (see note 1) manhole = i, �,,, a •"z �. ' -.:: �:� :.=T �,�. -- . ♦tee- 'tc' 2' max. 3' minimum T-1 finished r grade SDR 21 gasketed l� i SDR 35 8"x4" pipe and fittings gasketed bell wye SCH 40 (see note) solvent x weld cap E 3' riser section for 4' i� diameter manhole 1, property N with cutouts '' line _T r• s 18" I VA 2" min. 5' solid support blocks location marker 36" min. cover under custom setter o°oi°o ° o °°o°° stone o°O°d°o°o°°°°°°°°°° o°o°a°o°o°o°o°o°o°o°o 6 N stone bedding °°°°°°a°°°°°°°o°°°°°°°°°° NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. H1 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 4" pipe at 2.00% minimum grade treated 2"x 4" with - P to 6" painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 concrete cradle if top of main is greater than 15' deep aRAVITY SEWER SERVICE LATERAL Figure 15 I No 12" x 18" STND. 4RKING FIRE LANE STND. U-CHANNEL POST PROP. GROUND NO PARKING FIRE LANE END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 30" FINAL GRADE TYPICAL FRENCH DRAIN DETAIL NOT TO SCALE F� cast iron cleanout cap with brass plug must be 8" from the top of the screw type adjustable box finished orade g" square concrete skid pad 20"x 20"x 6" deep cast iron cleanout cap with brass QOQ VALCO, Inc plug having a countersunk square ����� Fig. No. 71 BOB head Panella Model PA4SV-CSK (4") with lid marked vdv "SEWER' SDR 21 - cleanout pipe bottom section of box I - brick base SDR 35 spigot by SDR 35 .. SDR 21 gasketed :bell adapter gasketed bell wye sanitary (see note)SDR 35 gasketed sewer main SDR 21 bell 45' bend 6" stone bedding NOTE: If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Revised Figure 17 Oct 03 o rn 0 i N z w J 1— U J Li � �jz O 0 �X Q> pgWl- Z }" m a W D LLJ_ Q U H W U—�, J Q W V Z Z W w o Ce LL. 0 ■ U ■ J ■ aNnE ■� 0 0) o I\ U L0 Cl)L N N N N I 3 v.° N (0 (D (0 (C) 0)0� C) W > � J C V) O E 0 W t � a � — (1)U 'v _ _T � Z w Q a () Cf) ZCr J W � W /n Z V I O w -T,TH F f � o ' J�HN C. ' LEWIS No. 21621 O.� �SSIONAL O1 SURVEY: PL—PLC NA DRAWN BY: JOB NO. SS O403003 SCALE: DATE: 1 "=30.0' 07/27/04 SHEET: 6/6 \ 1% GENERAL NOTES 1. The property delineated on this plan is located along the North Frederick Pike (Route 522) in the County of Frederick, Virginia. The site is currently in use as a motel, occomodoting 36 rooms. The owner of the property proposes to make improvements to the existing parking area and the entrance drive. 2. Property Owner : 1350 N. Frederick Pike Winchester, Virginia 22601 3. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Contact: Mr. Girish T. Patel Telephone: (301) 926-7946 Contact: Mr. John Lewis Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by the survey division of Painter -Lewis, P.L.C. 5. Site Data: Parcel Area: P.I.N: Zoning: Magisterial District: Existing Use: Proposed Use: Front Yard Setback (Minor Arterial R.O.W.): Front Yard Setback (Collector R.O.W.): Rear Yard Setback: Side Yard Setback: Maximum Building Height: F.A.R. 4.1526 Acres 53A-A--1 B-2 Stonewall Motel (36 rooms) Motel (36 rooms) Required- 50' Existing- 249.28' Required- 35' Existing- 68.50' Required- 0' Existing- 65.00' Required- 0' Existing- 74.36' Allowed- 35' Existing- 15' Allowed- 1.0 Existing- 0.0667 (Total Building Floor Area on Site= 12,069.02 sf) Greenspace: Required- 15% (0.62 acres) Provided- 70.38% (2.92 acres) Impervious Area: Allowed- 85% of the parcel area Proposed- 29,62% (1.23 acres) Total Building Footprint Area= 12,069.02 sf Total Asphalt Pvmt. Area= 37,137.76 sf Total Concrete Pvmt. Area= 237.00 sf Total Brick Pvmt, Area= 4.206.30 sf TOTAL IMPERVIOUS AREA= 53,650.08 sf 6. Parking Space Requirements: Property Line Setback: Parking Spaces: Required- 5' Provided- 39.11'+ Required- (1) space per motel room 36 rooms= 36 spaces required Provided- 40 spaces including (2) Handicap spaces Loading Space: Required- (1) space for each 20,000sf of floor area Provided- (1) 12'x45' loading space 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC romps off site shall be constructed per VDOT standards. B. Landscaping, Buffers, and Screening: See Sheet 5. 9. Lighting: All existing outdoor lighting shall be shielded and/or redirected to preclude any off -site illumination or glare. No additional exterior lighting is proposed for this site. 10. Trash Receptacles: (1) Dumpster with wooden screening fence 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 12. Environmental Features: Wetlands- No wetlands have been identified On this site. Flood plain- No floodploins exist on this site according to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-woter.com. 2. The water and sanitary sewer protion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall frunish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer services on new lines are to be coordinated with the Authority's Inspector. 7. Exact location of water and sewer services on new lines are to be coordinated with the Authority's Inspector, B. The Authority's maintenance deportment shall furnish and install oil water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, mest be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box ossembl shall be in proper working order. 9. For water and sewer services that connect to existing lines. a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/6", 3/4" and 1" water services. d) For all 1 1 /2"and 2" water services, the Authority shall make the top and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. WINCHESTER BUDGET MOTEL FREDERICK Cps OO U TY, VIRGINIA MWX CENTER 1 0 `• 4 Circle l,.YjHe...,� 'e' �k'yrr ,rfd �i- � ��'•y''r 5���� �� ,f� ` ,r ,' � f f raj ��� iiii VICINITY MAP 1" = 1000' 1 I 0 I 1 1 0 - a`> 1 i 0 1 Q I C0 A sv'o 1 Q� 1 �d M a p 1 Q� 1 N �rnl E I 0 I c ntL r7 a_ 0- I1 a_ 1 c'c I Q: 1 I � I Ir 1 � I 1 s l 1 j �� UUIii► ¢c �Rc 10 0 vl II l0 I N lel I N 1 a P14 o 1 to Q 1 ® o:CZ I oZ I =Z I Ijiz_ I �_11Z� 1 0) j 1 C 1 1 o I :3 1 ® U 1 1 p I 0 I U ;' � �+,,✓r �,�,r''},r`r'' r� ,"' � "�. , ^rP' F r/ � ' trr''f ' r,f'''j ,+'r, ,�,^.,v,"A dye ��•,` rr'r �r'''r �''�'�. �u� e'"" ,[3� I.�,'� . '•a , r'`' •'''l ./ r0rrr'' .�,4y,}'v.,.'> y,r,� ' ® ®a('4s, yM ®/ ® �'''•;Jr'J'®P''r ® 'S,�1 •9 ®- `4r 'N.N ® ° ' 1 1 II EXISTING MOTEL BUILDING 0 t I EXISTING MOTEL BUILDING II ��^' Of �® r,t'r®.. ® n� .E n"` rr rr r a` y y.�i,'C �„�'!1'�• ,,Ir` r'r r� �,, 1 rr f k'y `rrr ®,' ®,"rr ®r.•"'®",rr�a ®,� h�"L�y��' �7. ` �'®.'' ® O,,r'®fr �"'r ®r"'l ®�'•`,f i\y ifr r � Jk.�'_�5� r r if' 1r r i� ����r h rr� " '' . , • � rr 1 r- :3 .•t ! I ��94• PATEL 10 O ®1 I PIN: 53A-A--1- MPN Realty Inc. 4.1526 ACRES tr a PIN=42-A--196H ZONING: B2 I Zoning: B2 , ` USE: MOTEL 1 Jeffrey W. Feltner r A PIN=53A-A--4 I Z 0 Zoning: 62 I ' I 1 i . ..... . ....... - __N aye I �°�I S' 10"1 /a9 A .79 .art✓ J I �4......... .. _ .�,... .M..�� _M --------------------- ---------------------._:...®� L-®�---- NORM - VA RT. 522 NAME: CERTIFICATION: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. s+yq r"S 1 'r. ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE C F CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.. D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE wM WATER METER WPP WOOD POWER POLE WTP WA ONE POLE WV D VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/8" PER FOOT. TRANSITION, THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /6: COVER SHEET SHEET 2/6: SITE EXISTING CONDITIONS and DEMOLITION PLAN and VDOT CONSTRUCTION DETAILS SHEET 3/6: SITE LAYOUT PLAN SHEET 4/6: SITE GRADING PLAN ��,TH cep SHEET 5/6: SITE LANDSCAPE PLAN SHEET 6 6: CONSTRUCTION DETAILS t - IS JO C. L o. 021621�� , � c� s ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGI'N'IA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL WQWgHESTIER-_` SUD(�`IET MOTEL MTE PLAN VA ROUTE 522-NORTH FREDERICK PIKE STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PAINTERmLEWIS, P.L.C. 116 South Stewart Street _ Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office0pointerlewis.com CONSULTING JOB NO.: 0403003 SHEET: ENGINEERS JULY 27, 2004 1 /6 Latest Revision Date: October 06, 2004 4 FREDERICK COUNTY PLANNING & DEVELOPMENT a_, rn _*# PR. STREET A— AISLE APPROACH TO R TO CG-11 II BE THE SAME AS to MAINLINE ROADWAY. j 0_Z a 1(RADIUS<IU STO BE AS &O WNON PLANS) TH0WN ON PLANS)— OW A'wAL comsmpoN CURB & GURY(Sr.D. CG) SIDEWALK 6- EXPANSION jowrAFOIWLNE NOTE: wiDrrH 'B*- 2'-0" OR AS SHOWN ON TYPICAL SECTION. PLAN VIEW 10' EDGE OF SHOULDER OR—�PARABOL OPTIONAL FLOW LINE CURVE 1' .INE ROADWAY 8% MAX. 5. SLOPE CHANGE MIN. 40' MIN. FOR STREET CONNECTION 20' DESIRABLE FOR COMMERCIAL ENTRANCE SECTION A —A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 15M VPD) 0% 3% MEDIUM (500-1500 VPD) <3% 6% LOW (LESS THAN 500 VPD) <8% 101% METHOD OF TREATMENT — CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TO SCALE w l­" z z O� Uj _j W UJ ir w QC 0- 8% MAX SLOPE CHANCE cr 0 EX. ROAD z WIDTH VARIES 14' SLOPE = 1/4"A' 4 V _771, CLASS A3 a. g&;S�6 a t SECTION C—C M CONSTRUCT GRADE CHANGES wrrH A PARABOLIC CURVE. (g) WHEN THE ENTRANCE RAW CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE JOINT DEPTH FOR SIDEWALK AND CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7*, WHEN STADARD CG-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDIOT PROJECTS, PLEASE NOTE THE FOLLOWING: MAINLINE PAVEMENT SHALL BE CONSTRUCTED D TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PVWT. -D WHICH CAN BE OMITTED IN THE ENTRANCE.) A RADIAL CURB OR COMBINATION CURB AND ANY GUTTER SHALL NOT BE CONSTRUCTED Charles R. & Cunningham, /11 D BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. & Ann L Cunningham D WHEN USED IN CONJUNCTION WITH STANDARD PIN: 53A-4-3-6 CG-3 OR CG-7, THE CURB FACE ON THIS Zoning.• RP STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. *PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOW LINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. nNISHED GRADE 1.5" SIR[-12.5A ....... ............................................................... ....... T_- % . T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... . 6" BM-25.0— j, 8" 21-B 12- COMPACTED SUBGRADF-1 A TYPICAL ENTRANCE SECTION NOT TO SCALE EXTEND PROPOSED PAVEMENT SECTION TO LIMIT OF RIGHT-OF-WAY. PEFMNSSABLE CONSTRUCTION JOINT SrD OR I I 6N _j A '--TRUNCATED DOMES TANGM FILM 7RUNICATO DOME DETAIL TRUNCATED DOMES '7 00 0/000 0 0000000 0000000 C) o 0 u 0 u 01 \IARIABLE 31 MIN. - PAY LIMITS TYPE C N.T.S. SM. CG-2 40 r WHERE STD. 00-3 CG-7 IS USED. SECTM A -A John R. Linderman Donald H. & Judith D Moulden Douglas E. & Patricia A. Arnold Carol L. & Rosaline J. Turner PIN.• 53A-4-3-5 PlAk 53A-4-3-4 PIN.- 53A-4-3-3A PYN: 53A-4-3-2 Zoning. RP Zoning. RP Zoning.• RP Zoning. RP , ` \ 1. (2) EX 15 CAL, TREES EX., 15 78, CAL, I EX 1`2 Ek" J, CAL, Mff CA L TREE t CAL K EX. WOOD FENCE 0 J 0 'AL, IRE" EX OPAQUE WOOD STOCKADE i&(!_' EX. CONC. PAD 25' INACTIVE BUFFER ZONE -EX WILL 50' CATEGORY "Bill ZONING DISTRICT BUFFER EX TEL.PFD,- -EX POLE ONW:i X. POLE EX POLE .... ........... ... .......... ............ .. . . .......... leg." lrod� --------------- 25' ACTIVE BUFFER ZONE EX. FUEL CAP- 0Hw BOLLARDS r- A. 6ftLARDS,, t CAL. Q, %N 0 9 �E�X Wg7?N.. JWEQj1CNH. F. 80 . BLDG. !A 41 EX. 4"1 EX BRICK WALK (TB.P.) IL EA: WALK TB. 1�i 8RCW WALk (rBl;�) WOOOEN PCTTS' it R_ EX. HC C RAMP EX. PLANTER- PLANE DOW kwm Dow wM EX. PLAN -EX PLANTER Foo,piar AwL. 7,176M sq. ft. t EX. DRAIN F007W AKk 3.9&47 sq. ft. 1 S107 W. EX 7n-.---- /;� PER -...EX. GRAVEL I Skwy &M e­­EX HC RAMP Fmrro cop From Bldg. EX. HC RAMP ,ti 9 " e FF=796.54 FF=;6.t' t 7777'r 6 X F Dt f-"E HC E RAMP, PLANTER~ E x 7 4, ot. BMICK WALK (TB.P),,�� E ',,aWCK WALK (T8.P.) BRICK I (,-49. �'Cyp . ... ... --EX EX. BRICK WALK (TB.P.) EX t QPR-EX S W V� EX IN* T= J 76'i EX. F� Q. EXT...... 1l1_,,,,.,­-`3tyl EX. -------- ----- - --- ----- EX. CO A 14 1"r, EX SAN MH �J' I EX 0 CAL'. E"". R w oic.­ Rmwxx)s (rapj EKTI, MEE EX. SHEL TER TOP= 793.62 ' f` ' INV. IN= 7M. 77 EX. ;CO 70 EX. SEP fit INV OUT- 788.69 EX ROW Or 90VW010S (T8,P) EX. SEPTIC TAWI fir. EX. SEP 77C TAW FENCE TANK X. SHED 1:E I 0 1 - — ----- STORM SEW INV. IN= 792.69 .E X. X 5' PARKING SETBACK n 1, C ' E EX FEN _77 EX. POLE POLE T POLE7," EX' 15"( VP04.09% :Z-: :S Cp 14 A- 4­-EX STORM SEW o WV OLIT= 7Qn 7n MPN Realty Inc. i I ft Cb a to PIN. 42-A--198H Ej Zoning. 82 r/ i 3 91 DOWELS Ir LONG I:rC-F _\ PWFM JOINT LOPE 12-1 SEC" 0-8 HIGHER THAN ATM. 2 EDGE OF PAVEMENT AT M M. SAME AS 2II II' TOP OF CURB. WIN TYWIX PME1100' TYPE C (PARAUEL & PERPENDIC") AT WTERSECWN APPLICATM "TH BUFFER STRIP THIS COMBINED ovpAln & DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER PERPENDICULAR) AT BOTTOM OF TWO SLOPING SIDES WITH 60 , . 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. 1. DETECTABLE WARNING 70 BE CLASS A-3 CONCRETE (CLASS A-4 IF WITH SLIP REStSTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT PRECAST) WITH IN THE DIRECTION OF TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SMALL BE PROVIDED 19Y TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). 3 SLOPING SIDES OF CURB RAW MAY BE POURED MONOUTHCALLY WITH RAW FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR 13 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 30 THAT ADJOINING FLARED SIDES CON BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAW FLOOR. PRECAST CONCRETE SMALL BE CLASS A-4, LREQUIRED BARS ARE TO BE ND. 5 x 6* PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR. MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER V/2". & CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB ROWS ARE INCLUDED IN PAYMENT OF CURB/CURB AND GUTTER. 7. WHEN USED IN CMKWnO" WITH STANDARD 00-3 OR CG­7. THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. & CURB RAMPS ARE TO BE LOCATED AS SHOWN AN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 6 EXISTING LIGHT POLES. FIRE HYDRANTS., DROP "XIS. ETC... WILL AFFECT PLACEMENT ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAN"ANTS, 9. RAW MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK. io- TYPICAL CONCRETE SIDEWALK IS 4' THICK WHEN THE ENTRANCE RAW CANNOT ACCOMMODATE THE TURNING REOUIREMERM OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7*. 12 DETECTABLE WARNING SURFACE VWJ_ED & PERPENDICULAR) APPLICATION 203.05 2M ir 1 1) ct Jeffrey W. Feltner C4 ku L APPROX. LOC. EX. 1270 WATER MAIN Zoning. 82 z CL BRL BRIL z hj 6 EX L T. POLE T__n z 7 86 r-EX. SAN. MH Ex . 9GRI TOP= 7W M, INV. IN= 78251 EX. SIN. MH EX 6" CA11-- q EX. TOP= 787.08 1 - 780.04 [PEE INV. OUT* -OP= 78Z51 PR. 7 . ... .. ............ ... 5' PARKING SETBACK (SEE GRADING PLAN) . . . ...... ... ��PARKING SETBACKm. EX C&G Er IwW ...... EX. POLE 0 136.77lil-8,pp�01.0ix EX. 1 _%*4 MMEP -- -, I 3927IIII-811OW0045% =GLE 77 -I — ­ /-.4. — EX. i IN V OU r= 784.23 =x -F7 EX ........... ...... RMU V 'ORICK PM VA RT. 522 NORTH r Z%MDM (35 M.P.H.) 30 0 30 Scale 1 )1 = 30 ft all br) a (j &E C) En (n Z 00 Eza 0:5 z z 00-0 0 Z 000 D z P Ix _j �- (n 0 In W z 0 00 (n CO 00 _j > z O 0 Ix t5zA 0 a <5pi �- Z :D FL M w 0 cc P Cn y W_j _j — U W Z � a z 0 0 d III E 04 n 0 co Cq U) 04 to W CN Lo to C: Uj C: a C: -2 V) X_ E `o w X_ CL Q) tj 7@ LL_ Lli 0 z F- Ljj _j Lj ::) Z V) C5 z 0 Z (.5 LIJ ITH 4; C. LEWIS j f to.F2/1621 C) k f 4�10NAL lt;� SURVEY: C.I.: PL-PLC NA DRAWN BY: SS JOB NO.: 0403003 SCALE: DATE: 1"=M.O' 07/27/04 SHEET: 2/6 Ll F R ED' R'CK COUNTY \N!"JING & DEVELOPMENT GRASS 12.66' 6" DIA. STEEL 4.1 1 ' 4.1 1 ' 4.1 1 ' PIPE FILLED W/ 4.59'_T:�� 2.83' 4.58' CONC. (PN I U.) 4'-0" HT. WITH 18" 0 CONC. FOOTING - 3' DEEP W/ WELDED o HOOPS (2 TOTAL o PIPES) PNTD. PER `n OWNER SPEC. FENCE (SEE DETAIL THIS SHEET.) 0 PLACE 4%4" POST FLUSH BEHIND BACK OF CURB. o0 6" CONC. SLAB `n W/ 6"X6"X10/10 WELDED WIRE MESH GRASS --I I I I- - I ( I I 2x4 TOP RAIL - i I I ( ( l I I 1x6 BOARD, i FRONT & BACK i i I I I I I TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) 2x4 MID RAIL - I 1 N it II I I i I a POST c,?� ,I a Z 0 Iml �r• Cr UJ o Z :5 a. OPEN AND CLOSED O PROPOSED ASPHALT Charles R. dr Cunningham, 111 John R. Linderman Donald H. & Judith D. Moulden Douglas E. & Patricia A. Arnold 1 w 9 Carol L � Rosa/ine J. Tumer POSITIONS DUMPSTER AREA DETAIL do PIN. 53A-4-3-6 Zoning: RP Ann L Cunningham P/N: 53A-4-3-5 Zoning: RP PIN: 53A-4-3-4 PIN. 53A-4-3-3A PIN. 53A-4-3-2 , \ 0 a NOT TO SCALE 1 ' Zoning. RP ' Zoning. RP Zoning. RP 1 11 I 'VDOT General Notes ` 11 ' M ( ' V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road W ` 1 W and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local IIII- 11 regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. EX. HOOD FENCE �' �' �- - 1 2" CORP. STOP 0 E 0 0 0 0 1 j" METER V .All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia w Occupational Safety do Health (NOSH) Rules and Regulations. A INFI s � EX. OPAQUE 11470D STOCKADE FENCE 210 TYPE K COPPER J PR. &KING , WATERLINE F_ V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of 1 _J VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT , 11 R. 30" WIDE STONE TALL AS SHOWN. EX. CONC. Road and Bridge Specifications. 1 FR RAIN TR PAD Pq 25' INACTIVE BUFFER ZONE XLL FRENCH DRAIN TRENCH 1 50' CATEGORY " ' NI EX. TEL PED. X. POLE STONE V4. The developer shall be responsible for relocating, of his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, 11 >a TYP K OPPER WATER LINE 4 0 PP P OR TED EX. POLE 1 OHW, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or PR. TYPICAL SITE J items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this PVMT. SECTION CONNECT WL LAFR . PR. INN. IN= 793. 377.51/ Q responsibility. REMOVE EX. GRAVEL 15 �� EX. FUEL A NNECT T W �' , W TO PR. AS REQUIRED �� 25' ACTIVE BUFFER ZONE 15.00' f WL LA . .�,..� �p �. � Z V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by ESTABLISH EX. BO/1ARDS EX. BOLLARDS ,��p' O - EQ'D. /---�P OVIDE PVMT. , �P , R6' r , Q VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. �11 6.6 ' 3'R 1 Rl / PIN AS `� ,`� 10 � HO _ Ca j 0'R ,` © o, 5.00' �Op` 7 3 R 2 , REM VE EX. GR V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT ` ; �� ` ` o M o ❑ �O ❑ �}} �� TOP E X GR J right-of-way. ` • ` ® ` ` ` N X. ME EST A SH GRAS A Q 1 ,d BLDG. ,�r LDG. �4 REQ'D. ... Z V7. If required b the local VDOT Residency Office, a F LS ` ` -r- _T (7) EX. 4ir6' Q q Y y pre-ncies, u utility conference shall be arranged and held by the engineer and/or developer ,.� X. BRICK WALK T.B.PZr-- -L �- --LEX. BR/CK WALK�B.P. EX BRICK WALK (T.B.P.) 26.94 i WO) EX POSTS ,o `!► 0 W with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. '` �11 CANTER EX. HC RAMP EX. HC RAMP EX. LAN i x % 1 f- Z V8. The contractor shall notifythe local VDOT Residency Office when work is to b `r X. PLANTERl s <• , Y begin in cease for any undetermined length of time. VDOT o 1 11 Go �i,�T 7 ft. EX. PLANTER -n m requires and shall receive 48 hours advance notice prior to any required or requested inspection. � 1 • �• Z EX. ROOF DRA/N ��tl �A: % {} `� 15.00' S%Ofr BIiCk EX. i'EZ. ��.4 sq. . R. IN PED. EX. GRAVEL I � �k `CL OUT= 4.0 W 0 V9. The contractor shall be responsible for maintaining adequate access 3. the project from the adjacent public roadway via a construction Fero ne Mg. EX. HC RAMP X. HC RAMP F�0111� CONNECT PR. CG-2 TO 1�.00' RUN TO A GHT Q U entrance that is constructed and maintained in accordance with Section 3.02 of the Virginio Erosion and Sediment Control Handbook. Furthermore, r^ r 11 �8 ONNECT PR. CG-2 TO PR. HC SIGN 1 i access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the // EX. BRICK SIDEWALK FF-7N•u PR. HC SIGN FF-7� EX. BRICK SIDEWALK 4 1 PR. INV. PSr MOUNTED ON WALL MOUNTED ON WALL 1 Y project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect OUT= 794.0± Of+ '�_ �- �_ _)(-' �� EX. BRICK WALK (T.B.P.) I r I EX. BR/CK WALK (T.B.P.) EX. BRICK WALK erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly RUN TO DAYLIGHT 0� 4, ) (T.B.P.) - r EX. BRICK WALL (T.B.P.) 1 rectified. PQR� \x 3.6 J 49.1 8'CMP w J W Q1 Q T. �. 1� 1► . 1► ' �. ` 1� X. S M W. ' = Q W V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11 o p1�? /NV. T= 7 0'R 'N . k0 - N .� ® O 20J n 93.76� ' V \ I. N OVID PRE- ST IL: Z W 10'R 9 . 9 CO WHEE OPS �, F.LS EX. FH V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible _ : ,�. 4 U - ECT EOP 0 EX AT CH P .PAR 3' I Z shall be installed under roadway drainage facilities at conflict points. 0.86 EMbVE EX; ASffHA T SHOWN.. ��+ r: PR, t�1'. 2"'MIN::APHALT EOP. MATCH X. PVMT. jr �- w �, TO PR. C6-2 LIMITS.- . TOP COT OVERLAY'.- • .: ::: • :: ' ELEVATIONS. STALL AS SHOIWN. ao 0 4.9 ' -' 0 W "' LbCItTE EST. SAN. ''�, o O V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction „ 2'- ESTABLISH GRASS. AS, : . • \� ""+►" 4, �,, III,_ i immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be �:'kO EST D.� _ LRTERALS. CONNECT . EX �' a (n 11 LS. EX. EOP :: . TO PR: R LINE AS. EOP determined by the engineer and approved by VDOT. •0. E.P 149.93 js ONLY0 F � EX. CO O V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. EX. SAN. MH PR. TYPICAL SITEPR Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil TOP= 793.62 ' PR. CO 0 CO PR C EX. SHELTER I samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be /NV. IN= 788.77 R. CONC. DUMPSTER EX. CO PVMT. SECTION LOCATE EX. SAN. I 1 accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. `, SLAB AND WOODEN EX. SEPTIC ETO ST CIE AS J PP P /NV OUT= 788.69 � ` SCREENING FENCE � TAN �nC TANK ` ENCLOSURE. EX. SEPTIC TO BE ABONDONED RE V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six 6 inch lifts to 95% of SEE CONST. DETAIL F P () y TANK TO BE ABONDONED \\ - -fX. FENCE I o E 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 ��1 ADDITIONAL INFO. R. 4"0 SDR-35 TO BE ABOND ED t INSTALL FIRE LANE SIGNS AT � X. SHED N dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with ty R, PVC MIN. 2% SLOPE O ONNECT PR. EOP 75' SPACING AROUND EX. STORM SEW. r� EX. CO TO EX. EOP \\ IN IN= 792.69 0 r VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. �11 CO WITH MIN. 36" COVER! MATCH EX. PVMT. PERIMETER OF ROADWAY. 5' PARKING SETBACK I N 0) 0 IPR. 1-1/2" MIN. APHAL ELEVATIONS. F� EX. TOOK FENCE C N NV15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. WIDEN EX. EX. POLE � • , � ( EX. POLE � � N o \\ f�'y Saw EX. POLE N co C �11 ENTRANCE DRIVE TO 24' v v V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is � W 48.81'-15"CMPA4.08�' 3 c c PR. CONNECTION AS SHOWN N\\ I 2 �I ` 1 3 v, o ^ '- the responsibility of the developer. 8"X4" WYE ,, \�V W � O v TAP BY F.C.S.A. I �..,� ! o c/) a W W C'7I .� V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on on account receivable basis following the Manual On Uniform Traffic Control Devices. , a C i 8A o� 3 r"� I lE STORM SEW. a, 0 .� V18. The developer shall provide the „ o - v- MPN Realty Inc. :I �, _ �, c a /NV. OUT= 790.70 0 4- p p Residency Office with a list of all material sources prior to the start of construction. Copies of all y � • � � �\\ � • N � a0 C: :� o invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of PIN: 42-A--198H v 0 I v v the work. Unit and total prices may be obscured. I I I Zoning. B2 1,ehe 0 V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be dpetermined using the X ,tom �- AFPRexi+�nTt �ocnTQN J density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician ! or Ex. p�iN��[. I I UJ shall perform these tests. Certified copies of test reports shall be submitted to VDOT doily, unless specified otherwise. In addition to checking a PR. 1-1/2" MIN. APHALT \\ Q1 stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. o 11ao TOP COAT OVERLNY �. ! m M 1 i,PPRC'Y.aa.egTr LOt;e.TfON Z.\\ I g C��/` of r_x. oaaNFIFi.c. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in section 315 and VTM-76. A certified compaction technician shall perform these tests. \\ �I Jeffrey W. Felfner Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the t „ opportunity to be present during the construction and testing of the control strip. R. ASPHA T SAWCUT c'i, 2 P/N: 53A-A--4 I Z V) 24 ' LIMIT UNE \\ CD Zoning. B2 I I- w V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of --ENTRANCE-SAWCUT AND REMOVE EX. ASPHALT KIW I W� I _J W the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the ,1 AI LE WITHIN LIMI ONES. PROVIDE \\ W Z_ engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, TAPER PR. ASPHALT SMOOTH P T. TRANSITION. a I A� Z - yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by 11 FROM 34' ENTRANCE TO \\ a- Z Z U w the engineer and approved by VDOT. 34' AISLE WIDTH.5t1� RRL 0' BRL V22. Approval of these plans shall expire three (3) years from the date of the approval letter. � PR. EOP NOTE: EX LT. POLE EMOVE EX. ASPHALT INSTALL CG-12 RAMPS AT V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. 11 ESTABLISH GRASS AS REQ'D THE PR. CG-11 ENTRANCE \\ ( I� I E I o j,TH O 6f V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these pions in accordance with VDOT's installation criteria. AS DIRECTED BY THE VDOT PR. E Final OFFICIAL O nal approval of the guardrail layout to be given by VDOT after grading is mostly complete. 11 EX. SAN. MH PR CG-6 EXISTING DUMPSTER 5..679, 0.66' ` (2) 6'-8" GATES ° ° <<� ��� TO MATCH FENCE ° , SEE FENCE DETAIL ` ' ° °O THIS SHEET cO e e � A BORE HOLES IN ° CANE BOLTS ' ATTACHED CONCRETE TO CONC. APRON- -TO FENCE ACCEPT CANE , ° ° 4 ° BOLTS FOR B ATTACH RAILS TO, POST PROP. GRADE W/3-1Od(EA. RAIL) 6" 12" DIA. POST HOLE, FILL W CONC. NOTES: z ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. P' .' ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. ,..:.• . CONSTRUCT (2) 6 GATES, SIMILAR. °' ' '• ' PROVIDE GATE LATCH. PROPOSED FENCE DETAIL NOT TO SCALE OTH n it TRAFFIC IMPACT ANALYSIS LAND USE: 320, Motel Total Number of Rooms: 36 Average Trip Ends: Weekday: T = 9.11 x 36 = 328 Weekday AM Peak Hour: T = 0.67 x 36 = 24 Weekday PM Peak Hour: T = 0.69 x 36 = 25 Saturday: T = 8.84 x 36 = 318 TOP= 788.36 EX �GN� 34.00' EX. SAN. MHOF THE POWER POLE WITH \\ I o IN IN= 782.51 ` EX TOP= 787.08 THE APPROPRIATE UTILITY I V PR. CG-6 5 PR. TOP= 78 06 INV. OUT= 780.04 i COMPANY AND THE VDOT \\ I HN C. LEWIS E -APPROX. LOC.EX. 12 0 WATER MAIN ( ) INSPECTOR. r� I N0. 21621 _ 5 PARKING SETBACK 25'R SEE GRADING PLAN r Ea'P -__ __ , , 5 PARKING SETBACK ^ II ;� - E�ALL�-� B€�4€LOsD I�� - - I EX. C&G EX. FN OHW EX. SIGNS EX P O i- -- OH K EX. POLE - 136.77'-8'PVC91.03� ,` _ � .-- � � � - «•E � - SSIONAL - �- -- -- -- 392.71'-8'PVCAIO45X = I _ 14.00' PR. G-11 14.00'. X. EX. STORM SEW._- „! EN N CE 173.33'-7 00 'Ex. E "¢g p�"�Tp ,1 �ijP �l _Z`drG- / SURVEY: C. I.: PR. ASPHALT SAWCUT- - l- PL-PLC NA 770' TO NEXT ENTRANCE __.._.....__ _ _ ----- DRAWN BY: JOB N0. WITHIN AND REMOVE EX. ASPHALT 30 0 30 90 SS 0403003 W WITHIN LIMIT LINES. PROVIDE SMOOTH PVMT. TRANSITION. NORTH F'REDERICK PIKE - VA RT. 522 SCALE: DATE: SITE DISTANCE= APPROXIMATELY 770' SITE DISTANCE= APPROXIMATELY 1700' (35 M.P.H.) 1"=30.0' 07/27/04 (TO SUNNYSIDE PLAZA INTERSECTION) (TO CURVE) r/ Scale 1" = 30 f t SHEET: 3 6 If 1.00' d 07E FREDER|CKCOUNTY PLANNING &DEVELOPMENT EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT rim 10 FT MAX. SPACING WITH SPIRE SUPPORT FENCE PONDING HT. WOAD OR ATTACH SECU ELYABRIC 36 HIGH MAX TO UPSTREAM "RE FILTERSIDE OF POST. RUNOFF RUNOFF g» (RECOMMENDED) K STORAGE HT.w c: T 12" MIN. I .. 12" MIN. It 4 x6" TRENCH t-,, `-"-::! WITH COMPACTED "- GRAVEL BACKFILL I 'I,jj.^ •Y€ai F§N. STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EMEND IT INTO THE TRENCH. �` SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED , ' ' I ' , , ` S 1 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WARE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 .. CONSTRUCTION NOTES: w ,y K . ,..; " -,4 E ....,. -,�: ray d r k Gql. i`l' a .d"'l91 ,:'hB�' ` �;> . 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT " �" # "� �`"'' 7°�' •��``- � •z , +,�y •y'�` yam, � z� � a'' ~' : ti : . S•'@' 7..i��� �,,.'!, �� Ram 'y, OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. a= # , y;nl" xs. # a r,<•' r.��,> � ,, y . ;.- R a *qp" , y �a 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE "��' �•• f"» 'a �,T, r COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE.ti,,"n� 5, 55,yn#Ain, Eu '� a.. #y�r X w #��d.r5�`' •h! ! .:=' w t„'. - "" •�?''•;, 'ti"' ��•» ¢ ,.b I--.,� 4h _ ���" # # # # t, •} # yid +"I'' ;��� �....y,.,, "rr # �t u , k• 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, y � BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. ------ .._---------"---v_,..._.._.,_...-..._..._...._..._-_.. M......._._..._._.._.._.. .._ °._�.,.,_._.._._..-------------------------------- PAVING AND CONCRETE: ---•------ - . :.__. �. ;,. __.. •' (,:�' -... 1. TH E ENTRANCE DRIVE WIDENING. MAIN DRIVE AISLES, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT , . „�.,. _ --_._.._. _. _ ....__...__,.__.__..........__.__-_-- ....._..------------------- --- --- -�„-..........µ.. ,,,........... -- --.- -.- _ _ -_-.__,'A___..._ - AS DETAILED i � .,r' ..._...._._ ._.._-__.,. - ,-...__-_._._.._9. ...n_ _._ X ` 11 ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION �` BETWEEN PAVEMENT SECTIONS. fit. ��.'.+" r �,"r: ^i .�. , n�:p, 700 # I ._.-r' r 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE ON -SITE CURB SHALL CONFORM TO VDOT STANDARD CG-2. ALL WORK06 '�' # ",y. +" # y "}y'If. { 4k k" "4 5;, '�i �ti,; t �' 4 ti.y? r' r :.yA' gx rrl r tb V tl 4, 4 't s ->. 4 4 y�,A, '~1 ,...-•••" , M SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT. y°' j �4' r'' I* I d., r ,r 'i 4'i Si F" ,•r r 4, ✓ {a, '1 `1 lV # , l l 1. � . i ( I ,r - t r' '' \ y' t '� !4 4`�'"' :r frr ,� �* ��" '5''''�'?�° "5, w °� ,��i ;�'' '4 4 5� •.,�� I j �.� �, € 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER THERE MAY EXISTING E E BE S G r 1 r ,r` 4 k�,�;4.. �'�``t� ,,'•�< f,,,,.. �`',,s°w '`a � 'o,'"�' ,r'��s ,r''+ ,`4;; �k���'' �=�•' ' � ,. ��t I, � �� , 4k Y jr { h WHICHr w t ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION \{� �„ � . � ,rr �, ni r » " `�: f' � '� ti,'•,w q I ,1 „�: ;;' ` 11 a � ,v , r ���' �� '+4, �"�' �w`� °���"r�.' n �,'r` OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE } A ®' l/l•r'�-• '' ,i 4 y ®®may"! ®' `i ` ��;"dp •'t ' r6`' air ®: px fir' I, ' ,# 1 .y.• ����►--� y --+arc ....i.SS.}. F' �.• ti'+ r'4 REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. ) y I '`' °"a - # tk. ', ? �r '• y�A 6i ,, A''. i'k '4'S'h M vli TC TO IP 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. # 1 �EX TBRIgC TO ;7- EXISTN�OG MOTS �" �� � � �"jam �j� EX. BRICK �y�T FOOTP�NOT 146: 7�176«'�9 ft. �., °'aw. :'• t' 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT y #� MRJ. TO DRARi� �' 795.5 `* FOOTPIaNOT Atd�A. 3,9a8.47 !q. A. n'i OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. AWAY FROM BLDG. 1 ( HVMT. �,.1.� .nel BRAIN. MATCH TC TO AwFr , toil.' 1 I FlLL TOPSOIL Fe an �- ��' Flr+alnlw r s # ++ 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A `� [ t #;IN PR. PLJWTING EX BRICK ELEV. '�"",",." FF=7ga-°.� 6� FF-796.�4 MATCH TC TO yy Ie FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR ' S " " EX�RI�K ELEV. `' i r+ Pss 4 n INTERVAL OF TWO (2r) FEET HAS BEEN ESTABLISHED FOR THIS PROJECT.' n, A �L -1� I f` �LR� .{��''��� k 'y t4^�''�� ��� � ,yr�fs�•.c+i'" ..tf! .}�, r�, "fiyR. ,, ."': n '4 , "r- :�;s..: �i v. I r 4y4 L y�y°r`" t . 'v tr�"«h,h'y f 4 �/ q j( r� '� -'�' . ' ,r�.. .4'4 4 '� 4�y�, , � � 5aby dy,. .4 � �w'p' ,f' J, 1 1 � "5• ,,# w^r• 4.!' 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. � ,,� �►,.•'`l�'�' '-�.,fy` .� `y •.>E . - ,. �.•Y. 5,.y.J',,.• ,,•'•�.�!.v� rf �•• f„r r !#, . 9. ALL II a, "t �^, . r RAD DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT OR EDGE OF STONE PAVEMENT WHERE APPLICABLE. II �' � w.-':�'+: • - '^" w ,•' ,��ppr';�' ✓`r I E • ----� } I Mh, °, ��. k' i : f`ILL TOF�S01L , �' +' v'• 'w"a ».e. •. raPLAN¢p r j r y r' , , a+a5• .�,�' J 0. THE CONTRACTOR HA R`» ' w',,: r" 5. IN pp' LNG x, ,,,..• SHALL COORDINATE THE RELOCATION r s_.. '^a D TE E ELOCA ION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY �, # 4 � . k--4-� -��;` -•� .: : # ' ��.. 2)"'�.. _.,.,....,. z \\ 'y # # # # I COMPANY, WHERE APPLICABLE. it ) ' �"� : Y _ .fi � INLLANDS TO�- �`� . . . . : :: TYPK OF CURB. , f r • f :., , . . . 11. PROVIDE FIRE LANE SIGNS (F.L.S.) ON 75 SPACING AROUND THE OUTSIDE PERIMETER OF THE ROADWAY. COORDINATE ALL FIRE MARKINGS _ WITH THE FIRE MARSHAL. . _ _,V. . ,teg ,.,, ,`.�.h:•• ,eta '`i' -) . • - • , - # .,.r1 ,1, R,v `.t" .�� I �• t ! EROSION AND SEDIMENT CONTROL NOTES:u!r ► ' ' : ' : ' : r: �s # �'J h I t� R " r m. x� # + ; .. •� 1. ALL EROSIONSEDIMENT# # s R • a # x..L h + 4pr T�,, y TCH PROPOSED PVMI. AND CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE r • , �'_ } t # '; \ : �t _ DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. " # �, ,r ^r : : • ' r �yyq s '", ELEV. To Ex. PVMT. N ` EL.E1�N*NS. 1,. OVERLAY ~ I d • w l 2. ALL WORK SHALL1 MATCH PROPOSED PVMT , . ' a` ��.� � ......_ _ a,r,,,a., # __. � - •,. _ , . _ � . _ , ..;��... a .... - l'4 " ,aa ' •urn I '�'� .,.,� �rrp1 ; l BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE yl " h" ELEV. TO EX. f^ M.._.._ --• •---A , X �� krr r j DEFINED AS THE PROPERTY BOUNDARIES AND THE ROUTE 522 (NORTH FREDERICK PIKE) R-O-W). 1t �- OVERLAY ELEVATIONS. i # i$ �` N MATCH PROPOSED PVWr. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS p11 � # ®y ELEV. TO Ex PVM1 Rf�,n (OVERLAY ELEVATIONS. WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. �.?•." bx # 1��. + ' ' ;�.._., .-.__ A"B r •"p,:. .-,~,...-.... ,....- +t� .4,�yR*.:� ��.5' 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ++ ' ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY # `.f f9, AV. AV DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 41 5_ UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER ' `,��� �+ +'M1#'le STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL I 4 R R \\ _ - x I k Y 1 ." I, C x �' � 7 7 it 9� �, I'' ' �� � � VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED AS , n"' ti'y� # ' R• NEEDED. VEGETATIVE COVER SHALL BE INSTALLED ON A MINIMUM OF 6" OF TOPSOIL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATION: '�,,ts"}y tC ' # • >� �• •` , ,� M �,,, ..,, .. ,i 9:� ',. � awn+ y 1 , ' {. . SEEDBED PREPARATION: t •• aw �. . • r.,,.,, »;T' 'F4 M I A. SCARIFY THE TOP 1 "-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN '`' y < ACHIEVED. #�' � "x' ''I # � � �3 -� . -,., � EROSION &SEDIMENT CONTROL KEY B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf).y SEED TYPE: RATE: MIXTURE: Ib MATCH PROPOSED PVMi. 3.05 SILT FENCE RELIANT HARD FESCUE 130 Ib/Ac. 6516 Y KENTUCKY BLUEGRASS 40 fb/Ac. 20% OVERLAY ELEVATIONS. # k' AYI rr•y ` PERENNIAL RYEGRASS 30 Ib/Ac. 15% ryY # ..tp an, f •,,, w rvM Y ___.._... rr I I Nurse Gross -(season dependent) •�' f Sept 1 - Feb 15: ��:, i' 1 w•' _ -,{ I # Annual Ryegross 12 Ib/oc 98 85 --,,---PR. .w ASPHALT SAWCUT " .. - _.,. -- - LIMIT LINE # �� Winter Rye 12 Ib/ac 98 85 # ' May 1 -Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: # AI.'� _._.-.- " P y - PROVIDE FILL MATERIAL-­""" ATERIAL- ' '' ., Annual ryegrass 12 Ib/ac 98 85 Dom. ." " s"14 na7 f� Mulch: 1.5 ton/ac small grain strawy # Fertilizer: 1000 Ib/ac 10-10-10 # "iy `PROVIDE POSITIVE' ,y�r'" DRAINAGE. ESTABLISH a"a t'" w SEE SPECIFICATIONS GRASS AS REQ'D. YAK FROM SUPP I R� #4 L E FOR COMPLETE INFORMATIONp,5 0 Z O U J W I x Z }.w ®L�WIII- O- 0- Cn Z m � U QC pW._ m W L l W J UW Z 6 0 w X 0 a V) ■ 6 ■ E 0 N M n � 0 �_ N N Lo 1 1 3 N to _W tD t0 W3 ...-. c �' J d- 't Q ��® .. I��' L y U O N to 0 0 O W r- W _ U U O � W Z a a 0V) Z th JW W Z� O IZ y �' ; r '� - �--•'78` ,,,+, 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE yak. - �� a PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. �+;� ,__ � .y� �:� ,,.y� , „�,��• ��r EXCAVATION AND GRADING: „ H� r / 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN ���.,.•i • .,... -- ',r, ,�,. �,�'� I ■ p .- � Y THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. " " - ""� - ' `=" - wry' - I" ' ' -"- ••- - --- -- ..-.� OH C. LEWIS U � �. i� !! _. •� �y4 `n�!Rr� K _ __..... . Z 62 N. .. ._"-. _..,.,___,..,_ # _._...,,.._.,._.,..-,_.1..._.......,...._..._..........."r ,,r.-..... n , ,..._..----- _ >r _:+:.'_-. ,�w� =inn nrnm .,,: a r 'Sq,, 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF <�'�` _, ����•�' _�.. ' � �,�� 4,� ��',.,�, ` �,�' # +, ,�� `-'--w,;�^, �--- �'•'-„�' �ti� ' � � ,� . - ---�M t� -.--- - - - -- -- "�` '-- OFF-SITE. ®� # , .,'%'`''' '_. ��5"ir'v vk,+ y a9 44!'���� w Hv, war # �,fy' m _ �' "� amain ,}7 arb+lr •, °'�»� �• ::unm•Y:o,n,. ...... . ^,, " rp"i , 'i ,Yf.' �,• ai',�'v `',. � �� i .•unnm,wvn� mm":-:.: -,.., ssa � �� � �� 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS "' �� _�{ _� l;L _� `^ y� # w , DIRECTED BY THE OWNERS REPRESENTATIVE FOR FUTURE FINISH GRADING. _ter .. ,�_ �..�� -.-+. `• ' ` __• - =• J ..y �^ [� �SSI ONALG ELEV. TO DL PVMf. s cn^' I .� r 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED CEO -TECHNICAL " '" + � PR. ASPHALT SI WCUT y � , �c1+� " OVERLAY ELEVATIQ01 _ ... #., UMIT LANE i''' . ..._ .# s`.. _ (TyP).._ _ _ _ _ _ R _ w _ R ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY MATCH PROPOSED PVMT• RAISE EX. SAN. MH TOP TO L: -- SURVEY: C.NA ELEV. To Ex. PVMr. MATCH PROP. PVMT. ELEV. PL-PLC DENSITY, OR AS DIRECTED BY THE CEO -TECHNICAL ENGINEER. OVERLAY ELEVATIONS. ' (). EX. TOP= 787.08 NORTH Fj R jj�Ej j�ICK jDjjj�'�j �/ /, RT. 522 DRAWN BY: JOB NO.: 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. PR. TOP= 787.51 Jr._ 1lr JI./JL"AJLb1lV 1l JL��1Jl:A A Jlv SS 0403003 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE 35 M.P.H.) -� 30 0 30 90 SCALE: DATE: TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SHEET: Scale 1 " = 30 ft E 9 E � v FREDERICK COUNTY PLAN IN,!6 & OEVELnPm CONTRACTOR TO REGRADE, SOD OR *YDR08EED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TOB[USED DN TREES UP TO 12' HGT. LARGER TREES TO BE GUYED' TREE WRAP MAINTRUN— — RUBBER HOSE 2^x2~ HARDWOOD GUY STAKE- 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED 4~ MULCH 3- SAUCER AROUND TREE EXISTING GRADE COMPACTED MOUND TO PREVENT TREE FROM SETTLING - G~ MIN. HGT UPRIGHT STAKES EXTENDED TO FIRMBEARING REMOVE TOP 1/3 OF ALL BURLAP 8b ROPE FROM ROOT BALL. l7����� PLANTING vvvu~u� SECTION " ' � -``- � NOTE PLANT SPACING VARIES —(SEE PLANS) — PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLE W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. ' ^ - COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION LANDSCAPE REQUIREMENTS Parking Lot Landscaping: Perimeter Areas: Interior Areas: Zoning District Buffer: Required Buffer: Provided Buffer � (1) Tree per 2,0D00 oq' ft. of Impervious Area Required Trees: 48,901.82 nf/3,000= 24.45=> 24 trees Provided Tnamm: 24 trees 5% Interior Gremnopoom Greenspmce Required: 32,183'86 sq. ft. (x) 0.05= 1,609.19 mf Craennpocm Provided: 4.798.00 mf (14.81%) (1) Tree Per 10 Parking Spaces Trees Required: 36 10= 3.8 trees Trees Provided: 4 trees A category °B° buffer against adjacent RP zoned properties to the north. 25' inactive buffer 25^ active buffer 54G.4' Full Screen (3 plants per 10`= 183.92 plants) 25^ inactive buffer 25^ active buffer Full Screen with 117 proposed plants and existing vegetation that mhoU be preserved for screening purposes (4 different species proposed, 1/3 are deciduous species, opaque board fence is existing, within u 50` wide landscape mmmmrnmnt). Note: The required J deciduous plants mhd| be cmrnp6amd of (13) Washington Hawthorn trees, (14) Pin Oaks, (G) mature existing trees, and the existing vegetation that ahmU be preserved. 'CmS71NGVEQETA71CN / MAINTAINEDBE FOR L � RE[N|NG PURPOSES \ LANDSCAPE INSTALLATION 1. Confirm the |mnuUona of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2' Verify the quantities shown on the plant list with tmto|m indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3' All rnmterio|m pre subject to approval by the Owner or Owner's representative. Provide the Owner with o tug from each plant species and m list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 4' Plants mho|| be onund, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and who|| have adequate root mynterno' 5' Sizes specified in the Plant List are rninirnunn sizes against which the plants will be judged. Failure to meet nninirnurn size on any plant will result in rejection of that plant. 8' Groups of shrubs mhoU be placed in m continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds nho|| be curvilinear in shape following the contour of the plant nnomn' Apply u rninirnurn of 4 inches of rnu|oh uniformly over beds. Trees located within four feet of any shrub bed shall shore the some bed. Grade finished p|onting beds so as not to impede surface drainage. 7' Locate trees o ,nini,nurn of J feet from wu||o or walks, if possible. 8' Stake and guy all trees according with standard practice and/or the suppliers renmmnrnmndotimnm' At m rninirnurn^ all deciduous tnomm ohm|| be double -guyed with 72° hardwood stokes driven firmly into the ground. Smnunn tree to mtokam with #Q galvanized wire guys with rubber hose connections. 3tohaa aho|| be 20 x 2° w 720 . S' Use shredded hardwood bork rnu|oh in all planting beds. 10. Remove all togo, twine and containers from installed plants. Roll book burlap one third on all B&B plants. 11. Plant substitutions are permitted with consent from the Landscape Architect. 12. Prepare the soil in all bedding mrmom by mixing into the top min inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 13. Plant all rnotario|n in their appropriate mmomon' The Contractor mhm|| guarantee all plant pnotmrio|n and workmanship for u period of one year from time of installation. 14. All existing plant rnoterio|o shall remain unless otherwise noted on the Site Pion. L1 CAL. rRFE CIL TV 47, Vv ^ "CL oe DQP\ | ( �� \ -- �,;, WIFE � --/,` ---- ---- -- K- -'y96 0 \ � As L� U U V | � � � U _��� t� `------- -- __ _----- -------- �� | N 8 / 0r \1 ^ ^ � � | \ � » . | UU K | . .E~.,._......,~........... (4) EXISTING BOXWOODS ON -SITE. REPLANT IN EXISTING LOCATIONS - CL| AFTER FINAL GRADING HAS BEEN �� COMPLETED. NORTH FREDERICK PIKE V& RT. 522 PARKING LOT UN3CAqNCPLANT LIST ° ��~� - —���- ___' _----v 30 Scale 1r '�(l ff .,�O/� / �� ^/w '� 9N KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING ZONING DISTRICT BUFFER PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CP 13 Cratoegus phoenopyrum Washington Hawthorn 2" cal. see plans TM . 61 Taxus x media 'Sebion' Sebion Anglojap Yew 4' height 6' o. c. lorge, flat topped variety Al SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING ~)�|��U . " 4, MEN �� U� == °- = �� 0- �� ~� �� Fn __ IL:�� _ �� �� -- LA_ � �� p N N� �L �� ��b ��� � (10 r-4 «> �m � N �� °^ � «O .~.� u� 0 ' � m � m � 0 �� � Imm- � _�) �� o E J] SURVEY: C.L. PL-PLC NA DRAWN BY: SS 0403003 SCALE: DATE - SHEET: 5/6 TURN LANE -USE ARROW NOT TO SCALE THROUGH LANE -USE ARROW NOT TO SCALE 18 CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 4" .� "R 6- SURFACE o BASE SUBBASE ,�- 6" - CG-2 (HEADER CURB) NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) 2" SM-2A �- s" 21—B COMPACTED SUBGRADE 1... 1Ir TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE PER PLANS 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) CONCRETE SLAB DETAIL NOT TO SCALE 1 "0 DOWELL HOLE 1 "0 DOWELL HOLE 6'- 0" FRONT VIEW 1/2.!- PROP. 6' CAR STOP - EX. PAVEMENT CONTINUOUS­,,2" 1,, STRUCTURE #4 REBAR 5 I 5/8"Ox18" STEEL DOWELL END VIEW PRE -CAST WHEEL STOP DETAIL NOT TO SCALE E III VAN ACCESSIBLE SIGN—, --12" x 18" STND. 11 END OF STALL - RESERVED RESERVED STRIPE OR CURBING PARKING PARKING � Q WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS I- (n zo —STND,. U-CHANNEL L� (� Z � o POST VAN g SHOWN ON PLANS. ACCESSIBLE d WHITE SYMBOL PER ADA o w ON SOLID BLUE BACKGROUND Z v v ,� :A � WHITE PAVEMENT MARKING, o ► U) p 4" WIDTH, 2' CC; 45• ANGLE v VAN HC ACCESSIBLE SIGN —PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE FIRE LANE SIGN DETAIL NO SCALE EXISTING BRICK SIDEWALK 54" (TO BE PRESERVED) PARKING AREA AND TRAVEL AISLE 1� MIN (WIDTH VARIES) 1 1HIM /2" MIN. TOP COAT DEPTH. SLOPE SAW CUT AND REMOVE EX. ASPHALT AS IRED TO _I I— III . .:� ----•---------- EXISTING LAWN AREA. MATCH TOP OP OF URBTTO EX. BRICK I ROPOSED SAW CUT LINE WALK ELEV. ASPHALT TO BE REPLACED EX. PAVEMENT SECTION�11`T 11— - EXP. JNT. MATERIAL (SEE ON -SITE PVM'T DETAIL) _ 4" PARKING AREA AND/OR W 1 � TRAVEL AISLE °2(WIDTH VARIES )ASPHALT AND STONE - E_ ��� PROPOSED ASPHALT TOP 3 REQUIRED TO ACHIEVE -i(,�_��I— EXISTING BRICK S�DEWALK - • • • - • COAT SURFACE POSITIVE DRAINAGE —t I I— i SCARIFY EXISTING ASPHALT (WHERE ENCOUNTERED) 18o E. PAVEMENT SECTI N (SEE "PROPOSED PAVEMENT " PRIOR TO INSTALLING TOP PROPOSED CG-2 _ — SECTION OVER EXISTING ASPHALT" FOR ADDITIONAL INFO.) COAT SURFACE. (SEE PLANS FOR LOCATION =I� I=LL AND THE CG-2 DETAIL FOR I% �I PROPOSED PAVEMENT SECTION CONSTRUCTION INFO.) 6" VARIES OVER EXISTING ASPHALT -'I NOT TO SCALE PROPOSED PAVEMENT SECTION WITH CG-2 NOT TO SCALE varies at property line (see note 2) roadway box - 2" type K copper tubing (no joints from main to curb stop) \-saddle with corporation stop water main ball valve curb sto with FIP ends, with 2" gate valve operating nut 6" 8" CUTOUT DETAIL (typical) VBHH77-15BHC-11-77 = ' 2" custom setter r: (meter by FCSA)� cast in place access standard flat top door, centered in for 4' diameter top (see note 1) t manhole 2' max. �finished ' grade , c E 3' riser section for 4' CM diameter manhole with cutouts �- 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. S1 R3030 b) in traffic area - model no. H1 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 SDR 35 spigot by gasketed bell 45° bend (see note) SDR 35 8"x4" gasketed bell wye (see note) location marker stone SDR 35 spigot by SDR 21 gasketed bell adapter 2' :r.}%: �: 1� :=z.rC'="'• itiwSf's^aa •`i'rs�a. I. 3' minimum r SDR 21 gasketed pipe and fittings SCH 40 solvent weld cap 4" pipe at 2.00% minimum grade property line 36" min. cover treated 2"x 4" with - top 6" painted green Note: If top of main is greater than 15 It deep use heavy wall SDR 35 concrete cradle if top of main is greater than 15' deep aRAVITY SEWER SERVICE LATERAL Figure 15 18" No 12" x 18" STND. WKING FIRE LANE STND. U-CHANNEL POST — PROP. GROUND NO PARKING FIRE LANE O NOTE: R 5' ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 30" FINAL GRADE 4"0 PERF. PIPE VDOT #57 STONE TYPICAL FRENCH DRAIN DETAIL NOT TO SCALE R cast iron cleanout cap with brass plug must be 8" from the top of the screw type adjustable box finished qrade � square concrete skid pad 20"x 20"x 6" deep cast iron cleanout cap with brass 00o VALCO, Inc plug having a countersunk square Fig. No. 71 BOB head Panella Model PA4SV-CSK (4") with lid marked 17 "SEWER' SDR 21 - cleanout pipe bottom section of box brick base SDR 35 spigot by SDR 21 gasketed SDR 35 _' = ::bell adapter s.. gasketed bell wye `k sanitary (see note):';" SDR 35 gasketed sewer main SDR 21 - :bell 45° bend 6" stone bedding NOTE : If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Revised Figure 17 Oct 03 i _J Q Z 0 V D ix U) Z 0 6i F _J Q Z 0 V D ix U) Z 0 6i F U W Z O CD r Q> -w Q W r C- m (/) =) W Q O_ � V IW—��Y W J Q V W W 1-Z — Z w X I.L � ,0^ y ' ■ V ■ J a N E ,� rn o C6N Cq m_ - 41 V) CV N I 3 (V (D (D CO co 1 W(DC 0 0 0 tn> moo® 1 � c _ U) o U Wcos ate_ U (D U �p � w Q a C� U) z� JW W Z V) ! n O W ArVI T,TH F D I� ' HN C. LEWIS No. 21621 Off, �SS1ONAL SURVEY: PL-PLC NA DRAWN BY: JOB NO.: SS O403003 SCALE: DATE: 1 "=30.0' 07/27/04 SHEET: 6/6 I iF, FREDERICK COUNTY PLANNING & DEVF! nvnni