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HomeMy WebLinkAbout23-06 Winchester Harley David - Motorcycle Sales - Shawnee - BackfileFIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging or construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines shall be used to mark pared areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten (10) Inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all corners of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lone area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lone area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local low enforcement officers shall enforce these areas clear at all times. 9. Fire lanes ewh els ere on site may be required as construction develops. AIRPORT NOTES 1. All outdoor lighting willbe 9 9 of ember color of the shielded e to minimize possible i type z p sable light pollution on aircraft entering the pattern of runway 32. 2. Controlled i e burning must be coordinated with Airport staff no less than twenty-four hours prior to start. 3. All cranes will be required to have an aviation obstruction flag and/or obstruction light visible during operations and must be lowered at night unless lit. Intended hours and dates of operation must be coordinated with Airport staff no less than twenty-four hours prior to start. PROPERTY IDENTIFICATION NO.:64-A-159T SITE LOCATION: WEST VIEW BUSINESS CENTER STREET ADDRESS: 140 INDEPENDENCE DR., WINCHESTER, VA 22602 PROPERTY AREA: 6.2858 AC. DISTURBED AREA: 0.103 AC./4,500 SF CURRENT ZONING: B-2 CURRENT USE: MOTORCYCLE SALES/SERVICE PROPOSED USE: MOTORCYCLE SALES/SERVICE APPROVED SITE PLAN: Winchester Harley Davidson by Potesta & Associates, Inc.Proj# 05-0532.000 Frederick Co. Planning Dept. #SP78-05 MAX. BUILDING HEIGHT: 35'ORLESS ENVIRONMENTAL FEATURES: NONE LOCATED ON PROPERTY Site Calculations Required Provided Floor area to Lot Ratio (PAR) Floor Area Existing 41,881 SF Proposed 3,000 SF Total 44,881 SF Total Property Area 273,809 SF FAR = Total floor Area/ Total Property Area 1.0 max 0.16 Existing 95 95 Proposed (Display Area 1/3000 SF) 1 10 Existing Handicapped 4 4 Proposed Handicapped (Storage Building) 1 1 Existing Loading 2 2 Proposed Loading (Storage Building) 1 2 Total 104 114 Landscaping Impervious Existing 136,800 SF Proposed 3,000 SF Total 139,800 SF Landscaped 134,009 SF 15% 49% Woods Disturbed 0 F S Total Property Area 273,809 SF e POWE ALLEGHENY POWER BOX HAGERSTOWN, MD 21741 1-800-255-3443 WATERISEWE FREDERICK COUNTY SANITATION AUTHORITY BOX 1877 `. 06 0 � v � ,' �o x , a ry•�,."a�Vi �'� �''� ;' �"�"'v�'v*'�°s° � r "w�nf d`r�.:"� s a , , s I. r ' u „ . a, r •� N� - a s Y u x , r � ram:, r : � ..:� , � .,, t. ,��«�.,,, ... •, �, :: �. - ;I , rr � y• _ z �9 r e a r Re + r P 14 , v „ • ■ '• VERIZON P.O. BOX BALTIMORE, MD 21297 (301)954-6282 GAS SHENANDOAH BOX 2400 WINCHESTER, VA • 1; (540)869-1111 :-: � i �A A ar + d F }N CER1r N 19247 ��� RESPONSIBLEEXP. DATE: 07/01/2007 FOR CARRYING N n, d• THE LAND G DISTURBING F ° c, t�' F I% _0 FREDERI K C COUNTY HIGHWAYMAP SCALE: 1 " = Z, 000' COVER SHEET E PLAN DETAIL HEET 4 DETAIL SHEET ��r♦'ii�'i }ram. Frederick County ZoningAdministrator Date *Site Plan valid for five i dyears from ; approval date. 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. 2. The water and sanitary sewer portion 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 furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit ii. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water 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, must be property aligned with the copper setter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the copper setter shall be between 18 and 21 inches. d) All components of the meter box assembly 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. d) For all 1 %" and 2" 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. 10. Any water service li ne must ha ve a lackf ow preve ntion assembly (double check valve or RPZ, as required.) The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required.) The assembly shall meet ASSE standards R No. 1048 or 1. 4 Radio read remote s q are required. 0 7 . rq 1038 WINCHESTER, VA 6� (40) 662-4468 011 0 PLAZA DRIVE WINCHESTER, . 22601 (540)722-9799 P ote'sta r Associates, Inc. ENGINEERS D ENVIRONMENTAL CONSULTANTS 508 FT=t RoyaL Pike, wt=itester, Vt,Tginim 22602 TEL: (540) 450-0180 FAX: (540) 450-0182 E-Mali. Adrd,Tess: 13otestoopotesta.cam AM Kevin J. 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S b � $ 3 �y ( W' .,•..- 4`'' J.�,k �7' C*c�•qa.. k f.. , IT ,w i pr { 3'_.•*•�a �r �. • .,i ,�.^>i its k�l 'J,:'`i r �� w w ell i ai'l '. - t, 1.� ti PID 1 # 0X (�..�' M } d , r �. },. ,,^ ` L�!`� _ :.a °i> .'' ,`�.. t 1.I Ise LIGHT ,, SIT �" =0 D ", FT.'- fx �, NAIL �`2` U1La3 flZ UJ/5 EI ,w V.6, -LOW WEIR, ' , � V 4, �n >— L S28' 19' 0 484.07' ti �... `� ` � 'vr;. � � ..l'mat•5��u'. ,. _ �.:£I:�'�v�.s�' .o� � w��'.vai+h' } w o} g p / { sf i lI ti 15 '"'`� ,.,_. r+i .jF•a �''�i .i <,+,#ai-""'•'f'r ...�,..^'^««.,,,, .::7 {w"3 .. l`~✓�,ti '..+ . r° LM"° #p�*� }tt t i.,t �,, == ',�' " t 1 � "c !i ✓ w � 4;� 1 1;�! ��,� i € r x� < •w 1� •�x°v l,t'a�� GS?- V? 678 GE❑RGE GLAIZE JR. ZONED B2 ' TAX ID # - 64-A-159E USE: VACANT ,r 'T,d,.-7 i I i•` 4\`\� 4ystr�}""h','^.a,�m��r �,1C p {3'!'`s'>�a✓d /^.}.C..` OUT q*�� ♦ ,e f p�,S!,•gt w�; € s { ,p y�+ ` ,r�R 3 a ^ \ \ . r' �°',r"9° n if J C?~i jf =• ^' .: G :,<✓a..i ( t IL "`P � '.d'b3J f ^mcs�i ' t k C ; ` ~r iw../: I .✓ FUTURE.. "_' , i- .rA a 4 $Via. t V : , 9 ,t- , pay per• , t f ...np , ,� fT r � ,.,.� "' �,�"' `'`'iR�'�e 5,T bU.1.i dfG Z, ,�.�' ..�� ...�-...-•-.--.""a.' . ,.�°S "'�f„�d�t F� ,ik..,i ,9 vF S».,d'i� L.T- n = y .. _ _� - `?R` � "4 i `i iI11 " hi ll�i r Y J' "r w � �� s3�J - U S ROUTE 50 — MILLWOOD PIKE - , � a � ��, � � � s POSTED SPEED 55 MPH _ -� 'J I te R/W VARIES U ' r r R U.T 5 "' MIL a D ME 4' PRAV ) YARIPS E" Z N€NG USE SPACES AIRCHfTE.CT'S USE I ,.. � GROUP CL AS IS 3WICATION QUANTITY UNITS REQUIREfOENTS, NEEDED CLASSIFICAT11 ►��/46 LECEND SYMBOL DESCRIPTION EXISTING CONTOURS PROPOSED CONTOURS -D PROPOSED OVERHEAD LIGHTS e j PROPOSED DOWNSPOUTS 1POSED WATER FLOW ARROW Q PROPOSED HEADLIGHT SCREENING PROPOSED TREE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED 6' CURB & GUTTER CUMINATIUN a5 R RADIUS OF FACE OF CURB ' ' Q' ". ': '• = »- HEAVY ASPHALT PAVEMENT ZOPOSED 4' HANDICAP ACCESSIBLE RAMP SF SF SILT FENCE NOTES, O 1. THE POTESTA & ASSOC. INC. SITE PLAN SHOWN HEREON IS FOR A PROPOSED 50'X60' DISPLAY AREA AND HANDICAP ACCESSIBLE RAMP AND IS V W LOCATED IN THE NORTHWESTERN CORNER OF THE HARLEY DAVIDSON PROPERTY. > N EXISTING AND PROPOSED IMPROVEMENTS ARE DEPICTED BY DARKENED LINES. ad THE REMAINDER OF THE SITE IS TAKEN FROM SITE PLANS BY IZ Q Q GREENWAY ENGINEERING INC. JOB NO. 0518W DATED JANUARY 30, 2004 AND :C POTESTA & ASSOCIATES, INC. JOB NO, 05-0532.000 DATED NOVEMBER 1, 2005 amb. AND WERE APPROVED BY FREDERICK COUNTY, VA. o N Lu 2. EXTERIOR LIGHTING OF PROPOSED DISPLAY AREA WILL BE PLACED UJ J J TO NOT CAUSE GLARE ONTO ADJOINING ROADS & PROPERTIES. / a• W 3. THE PROPOSED DISPLAY AREA WILL NOT INCURE ADDITIONAL EMPLOYEES. W M 4. ALL UTILITES ARE TO BE LOCATED UNDERGROUND. 1� Z Z .— 5. PROPOSED HANDICAP ACCESS RAMPS, HANDRAILS, & LANDINGS SHALL BE COMPLY WITH IBC & ANSI CODES. PERTINENT CODES & DETAILS ARE FOUND ON SHEET 4 OF PLANS. c W U o �' Q %" �Z > ,_ V L1 ,J > Z �- A�AJ.W WZ CL ad GRAPHIC SCALE Q W so 15 0 so 60 �ad W:� V_ CA Wad = Zn Z Qad 02 Drawing No. EROSION AND SEDIMENT CONTROL PLANS Project Description Preparations for the construction of the proposed project will include the rough grading of approximately 4,500 SF of unimproved land. Existing Site Conditions The construction area is recently graded lawn located in the Northwest corner of recently improved site. The site drains toward the northeast, east, & southeast with slopes of 5-20%. According to the soil survey of Frederick County, VA the site drainage area contain soil types Clearbrook-Chonnery silt loam (9c). The soil hydrologic classification for Clearbrook soils is "D". Adjacent Areas The site is bordered on the northeast by Route 50 Independence Drive on the southeast. Vacant parcels border the site on the northeast & southeast. Critical Areas The critical areas on the site consist of the culvert inlet near where the proposed construction entrance will be located. A silt fence culvert inlet protection will be used. Also, a perimeter drop Inlet near the southeast corner of the disturbed area. A gravel & wire mesh curb inlet sediment filter will be used at this locationl. Other critical areas are the perimeter of the disturbed area where less steep slopes drain away from the site. Sediment fencing will be used as a control in these areas. Erosion and Sediment Control Measures Wire reinforced silt fence will be installed in selected location down slope from the disturbed areas as a first measure of construction. Silt fences shall be inspected after each rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately on -half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform to the existing grade and stabilized. A gravel curb inlet sediment filter shall be place at curb inlet. The structure shall be inspected after each rain event & repairs made as needed. Sediment shall be removed & the filter restored to its original dimensions when sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area in such a manner that it will not erode. The structure shall be rmoved and the area stabilized when the remaining drainage area has been properly stabilized. A stone combination check dam culvert inlet protection will be constructed of the Inlet of the 36 " culvert located south of the proposed entrance. This structure shall be inspected after each rain event and repairs made as needed. Aggregate shall be replaced or cleaned when inspection reveals that clogged voids are causing ponding problems which interfere with on -site construction. Sediment shall be removed and the impoundment restored to its original dimensions when sediment has accumulated to one-half the design depth. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode and cause sedimentation problems. Temporary structures shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6-inch or as called for on the plans. Topsoil shall not be placed while in a frozen or wet condition. Temporary seeding in accordance with the E&S Standard and specifications 3.31 will be applied in all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporary seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per area of German Millet. All temporary seeding areas will be mulched in accordance with the schedule Included herein. All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is April 2006 through August 2006. All seeded areas will be mulched in accordance with the schedule included on the construction plans. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent Stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according to the following specifications: Seedbed Preparation o. Scarify top 1-inch to 2-inch of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agriculture limestone (140lb/1000sf). SEED TYPE RATE/MIN. PURITY (%) MIN.GERM. (%) Tall Fescue 60 Ib/ac. 97 85 Red Clover 8 Ib./ac. 95 65 Ladino Clover 8 Ib./ac. 95 65 Nurse Grass - (Season Dependent) Sept. 1 - Feb. 15: Annual Ryegrass 12 Ib./ac. 98 85 Winter Rye 12 Ib./ac. 98 85 May 1 - Aug. 31: German Millet 12 Ib./ac. 98 85 or Feb. 16 - Apr. 3: Annual Ryegrass 12 Ib./ac. 98 85 Mulch 1.5 ton/ac. small grain straw Fertilizer 1000 Ib./ac. 10 - 10 - 10 Temporary Seeding Sept. 1 - Feb. 15: Annual Ryegrass 50 Ib./ac. 98 85 Winter Rye 50 Ib./ac. 98 85 May 1 - Aug. 31: German Millet 50 Ib./ac. 98 85 R LIOMPR 140ft OUT WIM09 TWI! WRAP UTW b0% a#1! RLAp- KLAGGII,4 TAPE GN EACH OM 2' DOUCLE ONMODED HAR XOM MJL�p��CW�3A�•�'�BAAX-EEFL rlLA'C'E1 TOE" V6 OF ROOF5AU A� U74 FNi$N ORADR 3 6TAK" DACKFILL Ph:) P3.A _1111"iO'VR! TOi• V3 o!' WALAr, AND cur rax'z AtVlooR LiOI MY C0116ACTED bl!M?1�4 rCLM 5[T TRUE LNlL AND 10LLt•M3--IDTRAI I"R AFTIIPR b1PT7LlSriew IF FwauI{ Im- MKT T"Iff UATN To" Va of leom vkALL ,AeWY1A FINIT3i4ED EWAbE UWE APROLtO TRLWK N K AM RLtZ R N016E, bEcLWE AT MOM ABOVE IINM8 ,= GRADE W921A1 TO V3-V2 OF T!t'M AIEP K VZ TON VS OF }:MAP AND GUT R rf Ar 10ft R>iVVYZ WMR`r ISAINKET tiWM 01ALL 5U IW 02 GA" D 6TAKPib MAC"ILL LK,lai1LY COMA11=0 ORTTL,'rG Mak"n 61.iaklRMl TYPI�"•,� PL_ANTIt DETAIL-- T �� 0'M YO bCAX GENERAL NOTES= I, 111E OEIECT,-aE WARNING SHALL BE PROVIDED BY TRUNCATED BONES, 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE tCLASS A-4 IF PRECAST) WITH SLIP RESISIANT INTEGRAL SURFACE COVERING THE FULL WIDTH DF 1 E RAMP FLOOR BY 2 FOOT IN LFNGIH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE W4PNING MAY BE USED WITH THE APPROVAL OF THE FWGtIEER_ 3 SLOPING SIDES OF CURB RDNIP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMrSSIBLE CONSTRUCTION JOINT tYI1H REOUIRED BARS. n, F RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJONANG FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENI OF PRECAST RAIP FLOCK, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REOUIRED BARS ARE TD BE NO,5 X 8" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, IdIO-OEPTH OF P4)P FLOOR, MUIM)A CONCRETE COVER 6 CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJA,CENI 10 CURB PAWS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER, 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS W AS DIRECTED BY THE ENGINEER, THEY ARE TO BE PROVIDED AT NIERSECTIUNS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER 90EWALR IS EXISTING, PROPOSED. OR NONEASIENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSV/ALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOUO D NOT BE LOCA.IED HEHNO VEHICLE STOP LNES, EXISIINC LIGHT POLES, FIRE HYDRANTS. DROP INLEIS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STICLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCES516LE ELEMENTS OF A FACLITY THAT CAN BE APPROACHED, UTTERED At"D USED BY PEDESTRIMS. 8 RAMPS MAY BE PLk-10 ON RADIAL OR TANGENIIAL SECIIONS PROVIDED THAI THE CURB OPENING IS PLATED WITHIN THE LIMITS OF THE CROSSWALK NND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR 10 THE CURB. 9. TYPICAL CONCRETE SIDEWALK 15 4" THICK, WHEN THE ENTRANCE RAOIICAMIOT ACCOMMODATE THE TURNING REOUIREMENTS OF ATITICIPATED HEAVY TRUCK TRAFFIC, REFER TO STA14DARO CC-13. COMMEROIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH. THE MNIAOA 441UTH SHALL BE THE WtOTH OF THE SHARED USE PATH 0 7" SO BOF BASE DIAMETER I- lopDIAMETER �I BASE DIAM'c TER TRUNCATED DOME DETAJL CC-12 TYPE A PERPENDICULAR ,ate .n'"=istz; :":-- a 1211Y WAXY 5I'llN ADS; y 2 "N ^'[T\ AT ,K .7" HI(GHER IHAN EDGE OF PAWEMENT AT )K X , SAIME AS I OR OF CUPS T `(PE C PARALLEL & PERPENDICULA)J3 1.6" - 2.4 - TRUNCATED DOME C C O 0 0 07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 o a 0 a o 0 0 0 0 0 0 o O O 00 00 o 0 0 0 0 0 0 0 0 0 0 o 10 o 0 0 0 0 o G ;�" 0 0 0 0 0 0 00 0a 00000Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M 0 0 0 0 0 0 0 0 0 0 0 0 V 0 0 VARIABLE a• IANIMIM. PAY LIMITS DETECTABLE WARNING DETAIL SHEEI I OF A GKIN G-12 DETECTABLE WARNING SURFACE � I�" REV. 7/05 GENERAL NOTES s105 203.O VIRGINIA DEPARIMENT OF TRANSPORTATION GRAVEL CURB INLET SEDIMENT FIL TER -- - N GRAVEL FILTER • RUNOFF WATER SEDIMENT CONCRETE GUTTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS: GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. OPTIONAL S'TON.E' COMBINATION FLOW w VDOT g3, #357 OR j5 COARSE AGGREGATE TO REPLACE SILT FENCE IN - HORSESHOE - WmEN NIGH VELOCITY OF FLOW 1S EXPECTED .5' Ac 1 .1- CULVERT INLET PROTECTION STONE COMBINATION CHECK DAM - 48" MIN. FENCE 10' MAX. C/C POSTS, DRIVEN MIN. 14" INTO GROUND I �V(0 F�O0 PERSPECTIVE VIEW WOVEN WIRE FENCE (14 GA. MIN., MAX. 6" MESH SPACING) WITH FILTER CLOTH OVER FLOW EMBED FILTER CLOTH MIN. 4" INTO GROUND WOVEN WIRE FENCE (MIN. 14 GA., MAX. 6" MESH SPACING) Q' Lai J Z � LA_ O N GROUND 12 SURFACE-- \ _0 ' BURIAL DEPTH 48" MIN. FENCE POST to Z UNDISTURBED N � GROUND _ N SECTION NOTES: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPA IED EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. CHECK AFTER EACH STORM AND REMOVE SEDIMENT. 5. POSTS SHALL BE CONSTRUCTED OF STEEL (EITHER "T" OR "U" TYPE) OR 2" HARDWOOD. 6. WIRE MESH IS NOT REQUIRED FOR PREFABRICATED FENCING WHICH INCLUDES AN INTERNAL REINFORCING MESH. SILT FENCE DETAIL VARIES - SEE PLAN 2% (MIN) .1/ n ' a' 'a b A 4 n a• d _ 'a' NOTES: 1. REFER TO VDOT SPECIFICATIONS FOR MATERIALS AND METHODS OF CONSTRUCTION. 2. CONSTRUCT 1/4" CONTRACTION JOINTS AT 4' INTERVALS. 3. CONSTRUCT 1/2" EXPANSION JOINTS AT 40' INTERVALS. AT RAMPS, DRIVEWAYS, LEADWALKS, CURBS, POLES OR ANY OTHER PERMANENT STRUCTURE. 4" CONC. SIDEWALK 3000 PSI ® 28 DAYS APPROVED SUBGRADE OR 6" COMPACTED GRADE AGGREGATE SUB -BASE TYPICAL SIDEWALK SECTION 05-0532-D1 CAD File No. MIH Drawn MIH Checked KJK Approved N/A Scale: APRIL 2006 Date: 05-0532 v �. Tn N CO r p m O rFF+ W CQ O 0 ctj 0 q z �p � w �4 O ua Q J C r 9! t 41Nt x ,. o d 0 CO O Hto w Drawing No. Chapter 4. Accessible Routes 404.2.7 Closing Speed. 404.2.7.1 Door Closers. Door closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to an open position of 12 degrees shall be 5 seconds minimum. 404.2.7.2 Spring Hinges. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. 404.2.8 Door -Opening Force. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open doors other than fire doors shall be as follows: 1. Interior hinged door: 5.0 pounds (22.2 N) maximum 2. Sliding or folding door: 5.0 pounds (22.2 N) maximum These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door in a closed position. 404.2.9 Door Surface. Door surfaces within 10 inches (255 mm) of the floor, measured vertical- ty, shall be a smooth surface on the push side extending the full width of the door. Parts creat- ing horizontal or vertical joints in such surface shall be within 1/16 inch (1.6 mm) of the same plane as the other. Cavities created by added kick plates shall be capped. EXCEPTIONS: 1. Sliding doors. 2. Tempered glass doors without stiles and having a bottom rail or shoe with the top leading edge tapered at no less than 60 degrees from the horizontal shall not be required to meet the 10 inch (255 mm) bottom rail height requirement. 3. Doors that do not extend to within 10 inches (255 mm) of the floor. 404.2.10 Vision Lites. Doors and sidelites ad- jacent to doors containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one panel on either the door or an adjacent sidelite 43 inches (1090 mm) maximum above the floor. EXCEPTION: Vision lites with the lowest part more than 66 inches (1 675mm) above 22 Chapter 5. General Site and Building Elements 505.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend horizon- tally above the landing 12 inches (305 mm) minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or floor, or shall be continuous to the handrail of an adjacent ramp run. 505.102 Top Extension at Stairs. At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches (305 mm) mini- mum beginning directly above the landing no- sing. Extensions shall return to a wall, guard, or 12 min ICC/ANSI A117.1-2003 the' floor are not required to comply with Section 404.2.10. 404.3 Automatic Doors. Automatic doors and au- tomatic gates shell comply with Section 404.3. Full powered automatic doors shall comply with ANSI/ BHMA A156.10 listed in Section 105.2.4. Power - assist and low -energy doors shall comply with ANSI/BHMA Al 56.19 listed In Section 105.2.3. EXCEPTION: Doors, doorways, and gates de- signed to be operated only by security personnel shall not be required to comply with Sections 404.3.2, 404.3.4, and 404.3.5. 404.3.1 Clear Opening Width. Doorways shall have a clear opening width of 32 inches (815 mm) in power -on and power -off mode. The minimum dear opening width for automatic door systems shall be based on the dear opening width provided with all leafs in the open position. 404.3.2 Maneuvering Clearances. Maneuver- ing clearances at power -assisted doors shall comply with Section 404.2.3. 404.3.3 Thresholds. Thresholds and changes in level at doorways shall comply with Section 404.2.4. 404.3.4 Two Doors In Series. Doors in series shall comply with Section 404.2.5. 404.3.5 Control Switches. Manually operated control switches shall comply with Section 309. t The clear floor space adjacent to the control i switchshall be located beyond the arc of the . door swing. 405 Ramps 405.1 General. Ramps along accessible routes shall comply with Section 405. 405.2 Slope. Ramp runs shall have a running slope not steeper than 1:12, EXCEPTION: In existing buildings or facilities, ramps shall be permitted to have slopes steeper than 1:12 complying with Table 405.2 where such slopes are necessary due to space limitations. 405.3 Cross Slope. Cross slope of ramp runs shall not be steeper than 1:48. 405.4 Floor Surfaces: Floor surfaces of ramp runs shall comply with Section 302. ICC/ANSI All7.1-2003 the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 505.10.3 Bottom Extension at Stairs. At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal dis- tance equal to one tread depth beyond the bot- tom tread nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 506 Windows Accessible windows shall have operable parts com- plying with Section 309. 12 min 305 Fig. 505.10.1 Top and Bottom handrail Extensions at Ramps Fig. 506.10.2 Top handrail Extensions at Stairs 44 Fig. 505.10.3 Bottom Handrail Extensions at Stairs iCC/ANSI All7.1-2003 Chapter 4. Accessible Routes Table 405.2--Allowable Ramp Dimensions for Construction In Existing Sites, Buildings, and Facilities Slope'l Maximum Rise Steeper than 1:10 but not steeper than 1:8 3 inches (75 mm) Steeper than 1:12 but not steeper than 1:10 6 Inches (150 mm) 1A slope steeper then I :8 shall not be permitted. 405.5 Clear Wildth. The clear width of a ramp run shall be 36 incches (915 mm) minimum. Where handrails are provided on the ramp run, the clear width shall be measured between the handrails. 405.6 Rise. The rise for any ramp run shall be 30 Inches (760 mm) maximum. 405.7 Landings. Ramps shall have landings at bot- tom and top of each ramp run. Landings shall com- ply with Section 405.7. 405.7.1 Slope. Landings shall have a slope not steeper thain 1:48 and shall comply with Section 302. 405.7.2 VAIdth. Clear width of landings shall be at least as wide as the widest ramp run leading to the landiing. 405.7.3 Length. Landings shall have a clear length of 610 inches (1525 mm) minimum. 405.7.4 Change in Direction. Ramps that change diirection at ramp landings shall be sized to provide a tuming space complying with Section 3014.3. 405.7.6 Doorways. Where doorways are adja- cent to a ramp landing, maneuvering clear- ances required by Sections 404.2.3 and 404.3.2 shall be permitted to overlap the land- ing area. Where doors that are subject to lock- ing are adjacent to a ramp landing, landings shall be sized to provide a turning space com- plying with Section 304.3. 405.8 Handralls. Ramp runs with a rise greater than 6 inches (150 mm) shall have handralls com- plying with Section 505. 405.9 Edge Protection. Edge protection comply- ing with Section 405.9.1 or 405.9.2 shall be pro- vided on each side of ramp runs and at each side of ramp landings. EXCEPTIONS: 1. Ramps not required to have handrails where curb ramp flares complying with Section 406.3 are provided. 2. Sides of ramp landings serving an adjoining ramp run or stairway. 3. Sides of ramp landings having a vertical drop-off of 1/2 inch (13 mm) maximum within 10 inches (255 mm) horizontally of the mini- mum landing area. 405.9.1 Extended Floor Surface. The floor surface of the ramp run or ramp landing shall extend 12 inches (305 mm) minimum beyond the inside face of a railing complying with Sec- tion 505. 405.9.2 Curb or Barrier. A curb or barrier shall be provided that prevents the passage -of a 4-inch (100 mm) diameter sphere where any portion of the sphere is within 4 inches (100 min) of the floor. 60 min 60 min 60 min 1525 -_-. 1525 1525 landing ramp run landing ramp run 5 ,n landing E - $ *- at least as wide as ramp run (a) Emrmnp Fig. 405.7 (b) Ramp Landings HANDRAIL 1009.11.1 Height. Handrail height, measured above stair tread nosings, or finish surface of ramp slope, shall be uni- form, notless than 34 inches (864 min) aadnot more than 38 inches (965 mm). 1009.11.21ntermediatte handrails. Intermediate handrails are required so that ail portions of the stairway width re- quired for egress capacity are within 30 inches (762mm) of a handrail.Onmonumental stairs, handrails shallbelocatcd along the most direct path of egress travel. 1009.11.3E[mdrafi p-mpabflity. Handrails withacircular cross section shall have an outside diameter of at least 1.25 inches (32 mm) and not greater than 2 inches (51 mm) or shall provide equivalent graspability. If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 6.25 inches (160 min) with a maximum cross-section dimension of2.25 inches (57 mm). Edges shall have a minimum radius of 0.01 inch (0.25 min). 1009.11.4 Continuity. Handrail -gripping surfaces shall be continuous, withoutimterruptionby newel posts orotherob- structions. Exceptions: 1. Handrailswithin dwelling units arepermittedtobe interrupted by a newel post at a stair landing. 2. Within a dwelling unit, the use of a volute, turnout or starting easing is allowed on the lowest tread. 3. handrail brackets or balusters attached to the hot tom surface of the handrail that do not proj ect hori- zontallybeyondthesidesofthehandrailwithin 1.5 inches (38 mum) of the bottom of the handrail shall not be considered to be obstructions and provided further that for each 0.5 inch (13 min) of additional handrail perimeter dimension above 4 inches (102 nun), the vertical clearance dimension of 1.5 inches (38 min) shall be permitted to be reduced by 0.125 inch (3 mm). 1009.11.5 Handrail extensions. Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails shall extend horizontally atleast 12 inches (305 mm) beyondthetopriser and continue to slope for the depth of one tread beyond the bottom riser. Exceptions: 1. Handrails within a dwelling unit that is not re- quired to be: accessible need extend only from the top riser to the bottom riser. 2. Aisle handrails in Group A occupancies in accor- dance with Section 1024.13. 1009.11.6 Clearance. Clear space between a handrail. and a wall or other surface shall be a minimum of 1.5 inches (38 mum). A handrail and a wall or other surface adjacent to the handrail shall be free of any sharp or abrasive elements. 23 1009.11.7 Stairway projections. Projections into the re- quired width at each handrail shall not exceed 4.5 inches (114 mm) at or below the handrail height. Projections into the required width shall not be limited above the minimum headroom height required in Section 1009.2. 1009.12 Stairway to rooL In buildings four or more stories in height above grade one stairway shall extend to the roof sur- face, unless the roof has a slope steeper than four units vertical in 12 units horizontal (33-percent slope). In buildings without an occupied roof, access to the roof from the top story shall be permitted to be by an alternating tread device. 1009.12.1 Roof access. Where a stairway is provided to a roof, access to the roof shall be provided through a pent- house complying with Section 1509.2. ]Exception: In buildings without an occupied roof, ac- cess to the roof shall be permitted to be a roof hatch or trap door not less than 16 square feet (1.5 m2)inarea and having a minimum dimension of 2 feet (610 min). SECTION 1010 RAMPS 1010.1 Scope. The provisions of this section shall apply to ramps used as a component of a means of egress. Exceptions: 1. Other than ramps that are part of the accessible routes providing access in accordance with Sections 1108.2.2 through 1108.2.4.1, ramped aisles within as- sembly rooms or spaces shall conform with the provi- sions in Section 1024.11. 2. Curb ramps shall comply with ICC A117.1. 3. Vehicle ramps in parking garages for pedestrian exit access shall not be required to comply with Sections 1010.3 through 1010.9 when they are not an accessi- ble route serving accessible parking spaces, other re- quired accessible elements or part of an accessible means of egress. 1010.2 Slope. Ramps used as part of a means of egress shall have a running slope not steeper than one unit vertical in 12 units horizontal (8-percent slope). The slope of other ramps shall notbe steeper than one unit vertical in eight units horizon- tal (12.5-percent slope). Exception: Aisle ramp slope in occupancies of Group A shall comply with Section 1024.11. 1010.3 Cross slope. The slope measured perpendicular to the direction of travel of a ramp shall not be steeper than one unit vertical in 48 units horizontal (2-percent slope). 1010A Vertical rise. The rise for any ramp run shall be 30 inches (762 mm) maximum 1010.5 Minimum dimensions. The minimum dimensions of means of egress ramps shall comply with Sections 10105.1 through 1010.5.3. 1010.5.1 Width. The minimum width of a means of egress ramp shall not be less than that required for corridors by Section 1016.2. The clear width of a ramp and the clear 2003 INTERNATIONAL BUILDING CODE® Chapter 4. Aocesslble Routes (a) Extended Surface Fig. 405.9 Ramp Edge Protection (b) Curb or Barrier ICC/ANSI A117.1-2003 405.10 Wet Conditions. Landings subject to wet the curb ramp shall not be steeper than 1:20. The conditions shall be designed to prevent the accu- adjacent surfaces at transitions at curb ramps to mulation of water.. walks, gutters and streets shall be atthe same level. 406 Curb Ramps 406.3 Sides of Curb Ramps, Where provided, curb ramp flares shall not be steeper than 1:10. 406.1 General. Curb ramps on accessible routes shall comply with Sections 406, 405.2, 405.3, and 406.4 Width. Curb ramps shall be 36 inches (915 405.10. mm) minimum In width, exclusive of flared sides. 4062 Counter Slope. Counter slopes of adjoining 406.5 Floor Surface. Floor surfaces of curb ramps gutters and road surfaces Immediately adjacent to shall comply with Section 302. adjoining surface maximum slope 20 1 1 12 curb ramp maximum ✓- slope Fig. 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps flared sides 1:10 max slope Fig. 406.3 Sides of Curb Ramps 24 width between handrails, if provided, shall be 36 inches (914 mm) mWmum. 1010.5.2 Headroom. The minimum headroom in all parts of the means of egress ramp shall not be less than 80 inches (2032 mm). 1010.5.3 Restrictions. Means of egress ramps shall not re- duce in width in the direction of egress travel. Projections into the required ramp and landing width are probibited. Doors opening onto a landing shall not reduce the clear width to less than 42 inches (1067 mm). 1010.6 Landings. Ramps shallhavelandings atthe bottomand top of each ramp,points of turning, entrance, exits and at doors. Landings shall comply with Sections 1010.6.1 through 1010.6.5. 1010.6.1 Slope. Landings shall have a slope not steeper than one unit vertical in 48 units horizontal (2-percent slope) in any direction. Changes in level are not permitted. 1010.6.2Width. The landing shall be at least as wide as the widest ramp run adjoining the landing. 1010.6.3 Length. The landing length shall be 60 inches (1525 min) minimum. Exception: Landings in nonaccessible Group R-2 and R-3 individual dwelling units, as applicable in Section 101.2, arepermitted tube 36inches (914mm) minimum. 1010,6A Change in direction. Where changes in direction of travel occur at landings provided between ramp runs, the landing shall be 60 inches by 60 inches (1524 min by 1524 min) minimum ]Exception: Landings in nonaccessible Group R-2 and R-3 individual dwelling units, as applicable in Section 101.2, are permitted to be 36 inches by 36 inches (914 min by 914 min) minimum 1010.6.5 Doorways. Where doorways are located adjacent to aramp landing, maneuvering clearances regniredbylCC A117.1 are permitted to overlap the required landing area 1010.7 Ramp construction. Alt ramps shall be built of materi- als consistent with the types permitted for the type of constmc- tion of the building; except that wood handrails shall be pemnitted for all types of construction. Ramps used as an exit shall conform to the applicable requirements of Sections 1019.1 and 1019.1.1 through 1019.1.3 for vertical exit enclo- aures. 1010.7.1 Ramp surfaace. The surface of ramps shall be of slip -resistant materials that are securely attached. 1010.7.2 Outdoor conditions. Outdoor ramps and outdoor approaches to ramps shall be designed so that water will not accumulate on walking surfaces. In other than occupancies in Group R-3, and occupancies in Group U that are acces- sory to an occupancy in Group R-3, surfaces and landings which are part of exterior ramps in climates subject to snow or ice shall be designed to minimize the accumulation of same. 2003 iNTERNATIONAL BUILDING CODE® HEMS OF EGRESS 1010.8 Handrail. Ramps with a rise greater than 6 inches (152 min) shall have handrails on both sides complying with Section 1009.11. 1010S Edge protection.Edgeprotection complying with Sec- tion 1010.9.1 or 1010.9.2 shall be provided on each side of ramp runs and at each side of ramp landings. Exceptions: 1. Edge protection is not required on ramps not required to have handrails, provided they have flared sides that comply with the ICC Al 17.1 curb ramp provisions. 2. Edge protection is not required on the sides of ramp landings serving an adjoining ramp run or stairway. 3. Edge protection is not required on the sides of ramp landings having a vertical dropoff of not more than 0.5 inch (13 min) within 10 inches (254 mm) horizon- tally of the required landing area. 1010SA Railings. A rail shall he mounted below the hand- rail 17 inches to 19 inches (432 mm to 483 min) above the ramp or landing surface. 1010S.2 Curb or barrier. A curb or barrier shall be pro- vided that prevents the passage of a 4-inch-diameter (102 ruin) sphere, where any portion of the sphere is within 4 inches (102 am) of the floor or ground surface. 1010.10 Guards. Guards shall be provided where required by Section 1012 and shall be constructed in accordance with Sec- tion 1012. 05-05 32--D2 CAD File No. MIH Drawn MIH Checked KJK Approved N/A Scale: APRIL 2006 Date: 05-0532 Proiect No. Cq es CO o r' 0 co I CCQ N v d 4;v a N m w 12. o Co r Vl o d I � � o rx � a en M o H va Drawing No. d 4A,