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Home My WebLink About49-01 Affordable Dentures - Back Creek - Backfilei A A Rr & r PIWIMERSWD A /. Af. 75—A —.,?D Rr ee r Pv1A?_r#SNnt%-mP O.A. CIO., 464 0 $62 P zcylym , USE- VA' C111"."' 41SC.- VACANZICONN d�v CIO � 0 7 166- CS YA Z Z E Y FA RY CRE 9 A CA IQ P. A IV. 0- 75-A -21f ZONED.- 8-2 USE: VACAIVr 11411 7 Q Rr 4& r 61 Rrpw i-FRSHIP (z or W 5 RA, k-6 W� V —2 C� C41 a N, VAUCI FAMY -MMIry AiCA, PAN..- 75—A-90 S4mac, 0 07 16011y X2,22 (A US/E.- C0111VIIIIAER-CM01 SME FAMY AWMAI AM. - 1M. - (CO. CIO CORROWT rA;,( CMDr. AC 894'. 0.14911o. 4W10 M. 1541 OWED.. 8_1? (VSMC�. 40,Aff afflnmn=M�112 ASSY. ASSEMBLY BF BASEMENT FLOOR BL91 BLOCK 8C BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BSBD. BASEBOARD C&_G CURB & CUTTER CIP 'CAST IN PLACE CONCRETE CmF CONCRETE MONUMENT FOUR' CPP CORRUGATED POLYETHYLENE CMP CORRUGATED METAL PIPE COARNOUED METAL PIPE CMPA DIA. DIAMETER DS DOWWSPOU T EO EDGE OF PAVEMENT fFE FINSSUPPLIOR ELEVAT= FDC FIRE DEPARTMENT CONNECT FG FACE OF GUTTER FM FIRE HYDRANT L F,.S. FIURE LANE SIGN CO. GAGE GIM GAS METER Gv GAS VALVE KC9 HANDICAP RAMP HIS HOSE SIS MDR CURB 6' HEADER BURR' HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET tNv -INVERT LP LOW POINT LT, LIGHT MLP METAL LIGHT POLE NPD MULTI —PRODUCT DISPENSER MD, MAP- BOX MH MANHOLE MSP METAL SIGN POST NDC ;NOSE DOWN CURB N,P.S, NO PARKING SIGN NRT NO RIGHT TURN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC PE OHT OVERHEAD TELEPHONE PIV POST, 4NDICATOR VALVE PL PROPERTY LINE PP PWXR POLE P%4T PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SAKI TARP STD, STANDARD T.G.D. TO BE DEMOLISHED T,S,R. TO BE. R00OMED T.B.P. TO BEPRESERVED To THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRIG WI TELEPHE RISER 8OX TVRa TELEVISION RISER BOX. TYP TYPICAL UGE UNDERGROUND ELECTRIC XFMR ELECTRIC TRANSFOAMER WL WATERLINE "w WATER METER tl�p WOOD PO n�R POLE WSP WDCD SIGN POST V47 P WOOD TELEPHONE POLE VN WATER VALVE 5*R RADIUS IN FEET noMoo PROPOSED SPOT ELEVATION g(oo.00) EXISTING SPOT ELEVA704N SCALE, 1'0=SO' . AIAI.0- 75-A-J 0.0'.. aslv� Ac. log ZON a,, wir k GENERAL NOTES 1. The property delineated. on this plan is located along Prosperity Drive in 6. PorUing Spoem Requirements,. Frederick County, \6rgr ' inia. The developer of thin pomel is proposing,, to Property Line Setback: construct a 3.266 square foot building, and parking area to serve as a Required - 5' Provided - 8*+ dental office (Affordable Dentures). The site is currently vacant The Required - 10'(R.O,W.) Provided - 18'+ adjacent properties 'to the North, East and West ore vocant, Tho per"I Spaces Required, �0) (}spa per 250sf of Dental Office across Prosperity Drive to the South is used for 0,ornrnerelal 0 poses. Duo spaces 2. Property Developer Contact: Mr. Rick Edwards+ Total spaces Provided - 48 spaces including (2) ADA spaces Affordable Care, Inc. P.O. Bog 1042 Loading Space Requirements: (1) space per 10,000-25,000sf Provided: Kinston, NC 20504 Telephone: 252�-527-8121 space 3. Engineer/Landscape Architect; Contact, 'Mr. John Lewis 7. Handicap Acces "iflity. PAINTER-LEWIS, P.L.C. HC parking spaces shall hove a maximum slope of 1:50. 302 South Braddock Street, Suite 200 HC ramps off site shall be constructed per VDOT standards. Winchester, \Arginio 22601 Telephone: (54-0) 662-5792 8. Landscaping, Buffers, and Screening: 4. Property boundary information on these plans vcas provided by Furstenou See Landscape Notes. Surveying, Topographic information shown on these plans was provided by Pointer -Lewis, -P,L.C. 9. Lighting, None Proposed 5. Site Data, 10. Trash Receptacles: (1) Dumpster with Screening Fence Parcel Area: 1.00 Acres P.'!.N: 75- A- D (Lot 2) 11. Signs:- As ollowed by Zoning Ordinance. Setback 10 from property Zoning: 8-2 line. .Magisterial Distri6t,_ Back Creek Existing Use: vocorit 12 , Storm Water Management is provided by a storm water detention Proposed Use.- Dental Office facility on the site. Front Yard Setback (R.O.W.): Required 35' Provided - 94'+/� Rear Yard Setback: Required 0' P I rovided - 164'+/- 13. EnVironmental Features: Side Yard Setback: Required V Provided - 2 4,+ Wetlands - No wetlands have been identified on this site. ' Maximum 8uilrding, Height: Allowed - 35' Proposed,,- 20'+/- 0 Flood Plain. - None per Frederick County F.I.R.M. Community -Panel Number: 510063-01155 Story) Sink Holes- No sink holes have been identified on this site. Open Space: See Landscape Notes (Sheet 2/4) Steep Slopes- Steep slopes are defined by the Frederick County Code as Building and Impervious Area Coverage; slopes exceeding 157*. The area of steep slopes allowed to be disturbed Building Area: 3,269.00 sf is 25% No steep slopes hove been identified on this site. The overage Asphalt: 22.677.87 sf slope across this site is 5.5%. Siddriolks/Dumpster: 1,926,00 9f Woodlands- No woodlands hove been identified on this site. (The site Total ;Impervious.Area: 27.871.87 sf vegetation Is characteristic of the Old Field Succession plan community.) F.A.R.: Required- 1,0 Provided- .075 [FEE -go ou ra 1, S TCJ l!"Y SK /o N& w L%'-"V 00 F- [DDMZU7ff\�T1 SHT. 1/5: COVER SHEET SIFT. 2/5: VDOT NOTES CONSTRUCTION NOTES MISCELLANEOUS DETAILS SH T. 3 /5: SITE LAYOUT PLAN SHT. 3/5- GRADING AND EROSION AND SEDWENTATION CONTROL PLAN SH T. 5 /5: CONSTRUCTION DETAILS RESPPOMS15993LE LAND DISTURBER NAME: CERTflCATION DATE: THE RESPON&0LE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAMD DISTURBING ACT➢\ATIES AS SET FORTH IN THESE PLANS. xLTH o, L 0 11 C. EWIS a ZONING ADMINISTRATOR DATE 'A PPROVED No. 021621 A FREDEMCK COUMTVv MONA A�� NAL SITE PLAN EXPIRES FIVE(S) YEARS FROM DATE OF APPROVAL __,=L[�WRSo PoLcC [P M U IE 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 T II Facsimile (540)662-5793A-7- Email: pointlewOmnsinc.com 5:0- JOB NO.: 0105029 SHEET, 14NOVEMBER2001 1/5- VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT RtV 7 f 9g PAGE 1 OF 2 15 GENER aLNOTES, FOR ENTRANCE PLANS VOOT }GENERAL DOTES; 34 ®° V1': ALL U3Ok11t ON THIS PROJECT SIIA1b CONFORM TO THE LATEST EDITIONS OE THE, VIRGINIA DEP.AA03MENT OF TRANSPORTATION 12" M EEX, EOP ISPECIFICATIONSA,NSTANDARDS (VDOT 'ROAD AND BRIDGE ., D , i1�lATCH EX.. PVcUir° GINIA EROSIa�IeI� AND SEDIMENT CONTROL REGULAT➢ONS 4,81 PROPOSED ENLTRANCE THE �i➢R AND, ,ANY OTHER. STATE, FEDERAL OR LOCAL REGULATIONS `i•yPICAE APPLICABLE, iN THE EVENT OF CONFLICT -BETWEEN ANY OF PROSPERITY DRIVE THHE E STANDARD S, SPECIFICATIONS Of PLANTS, THE MOST STRINGENT SHALL -GOVERN. Pw3aTv$t3 SI E 25' 1:9 I4. OISi`A E TO ROUVE 4t � 4 0°¢f� der . ALL ri iAVQTRLICTION SHAL COMPLY 0177M 'ICE LATEST U a. q- aw DISTANCE - 250° SIGHT O;STAWCE 250 DEPARTMENT OF LABOR OCCUPATIONAL SAFETY �z' HEALTH ADMINiSTRATION, AND.Af0SH RULES 8e REGULATION$. V WHEN WORKING ON VDDT 101HT OF WAY, ALL TRAFFIC CONTROL, NTROL WHETHER PERMANENT OR TEMPORARY SHALL BE IN O o , ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT°S WORK AREA PROTECTION MANUAAi- FURTHERMORE, ALL TRAFFIC CONTROL, PLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT9S.:J�u'�9UARY, 19.94 (OR LATEST EDITION '.OF) ROAl9 BRiDGESPECIFICATIONS, SECTION" 104.04-C. V4, THE DEVELOPER SHALL DE RESPONSIBLE FOR RELOCATING, AT HIS EXPERISSE, . ANY AND ALL UTIL-(TIES, - INCLUDiNO TRAFFIC SIGNAL POLES, JUNCTION BOXES., CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UT1'LITY' COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH-. MAY BE IN' CONFLICT -WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL' OF THESE PLANS. DOES NOT. RELIEVE THE DEVELOPER OF THIS RESPONSiBILITY. V5: DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAYBE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V6. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR 'POOR➢RING ALL NECESSARY VDOT LAND USE PERMITS .FOR ANY WOR9 ON VOOT RIGHT OF WAY. V7, IF REQUIRED BY THE LOCAL VOOT RES➢DENCY'OPPICE, A PRECONSTRUCTION CONFERENCE -MOST - S.E ARRANGED AND HELD BY THE ENGINEERAND/OR 'DEVELOPER NTH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VPOTi P9109 TO INIT(ATION1 OF, WORK. V7 CONTRACTOR $HAALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK I$ TO BEGIN OR- CAE FOR ANY UNDETERMINED LENGTH 00 TIME. VDOT WILL ALSO REQUIRE. 46 HOURS NOTICE FOR ANY INSPECTION. V9. THE CONTRATDR WILL OE RESPONSIBLE FOR MA NTNN ONG ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PV19LIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A,CONST'RUCTION ENTRANCE IN ACCORDANCE VATH' THE VIRGIMA_ EROSION .SEDIMENT CONTROL HANDBOOK, SEC -3.02. rURTHERMORE, ACCESS TO OT�IER PIROPTIES AFFECTED BY THIS PROJECT SHALL " SE MAINITKNED THROUGH CONSTRUCTION. . V1OCONTRACTOR SHALL ENSURE' ADEQUATE 'DRAINAGE ' E IS ACHIEVED AND MAINTAINEDON THE SITE IDURING AND AT THE .END .OF CONSTRUCTION. VI 1. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND, 15MEN POSSCBLE, TO BE INSTALLED UDDER ROADWAY DRAINAOE FACILITIES, V12. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO - THE ATTENTION OF THE ENGINEER AND VDOT. WORK SMALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CA�M' 13E DETERMINIED ^BY THE ENGINEER AND APPROVED BY VDOT. V1:3. ALL FiLL AREAS, BORROW MATERIAL AND UNDERCUT ARES SHALL BE INSPECTED AND APPROVED BY VDOT REPRSENTATIVE PRIOR TO PLACEMENT AiND FILL. WHERE CBR TESTING iS REQUIRED, A VOOT 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 MARRED AND LABELED AS BELONGING TO A PROJECT WHICH WILL DE ACCEPTED BY VDOT AND THAT TESTING SMALL BE CONDUCTED ACCORDING TO ALL ALL APPLICABLE VDOT STANDARDS; VI 4. ALL ROADWAY FILL, BASE, SUBSURFACE :MATERIAL AND B:ACKFILL ,OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AAASHTO T-99 METHOD A. WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE PULL WIDTH OF ANY DEDICATED STREET RiGHT-OF-WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED -BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS. REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VOOT APPROVAL. V15. VDOT STANDARD CD AND LID I UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER MERE DETERMINED NECESSARY BY VDOT INSPECTOR. V16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT -MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S RESPONSIBILITY. V17. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT ViDOT'S DESCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. STOP SIGNS SHALL BE THIRTY(30) ONCHES TALL WITH HiGH INTENSITY SHEETING. THE BOTTOM OF THE SIGN SHALL BE SIX(6) FEET ABOVE THE EDGE OF PAVEMENT AND THE POST SHALL BE A MINIMUM OF FOUR (4) FEET FROM THE EDGE OF PAVEMENT. SIGN POSTS SHALL BE OF A TYPE FOUND ON VDOT'S APPROVED LIST. A COPY OF THIS LIST MAY BE OBTAINED FROM THE DISTRICT SECTION. CONTACT THE LOCAL VDOT RESIDENCY OFFICE WITH ANY QUESTIONS REGARDING SIGN MATERIAL AND PLACEMENT. A V1 THE DEVELOPER MUST PROVIDE T T T OFFICE O E DEVELO E .US RO DE 0 THE LOCAL 0 0 IC A LIST VD E OF ALL MATERIAL SOURCES PRIOR TO CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS 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 BASES AND SUB -BASES SMALL BE PLACED ON THE SUB -GRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN VDOT'S 'ROAD AND BRIDGE SPECIFICATIONS" (SECTION 304) AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TEST. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. 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. V2 . ASPHALT CONCRETE PAVEMENT SHALL BE PLACED iN ACCORDANCE WITH TH E LATEST EDITIONS OF VDOVS "ROAD AND BRIDGE SPECIFICATION"(SECTION 315). DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. A VOOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. V21. APPROVAL OF THESE PLAN SHALL EXPIRE THREE (3) YEARS FORM THE DATE OF THE APPROVAL, LETTER. ° INSTALL CO-12 .RXAP AT _TW9 DISCRETION TRAFFIC IMPACT DATA SOURCE: ITE MANUAL, SIXTH EDITION, LAND USE: 720-- MEDICAL- DENTAL OFFICE BUILDiNG PROPOSED GFA = 3,268 SF TRIPS :BASED ON 1000 SF G;FA: - WEEKDAY: 3.2,65 X 36.13 ¢ 11 8.1 TRIPS AM PEAK HOUR: 3.6 X 3 268 = .11.7 'TRIP$ PM PEAK HOUR: 4.36 X 3.268 14.2 TRIPS SATURDAY: 8.96 X 3-.268 m 29.3 TRiPS PEAK HOUR: 3.63 X 3.268 11.9 TRIPS S "'ET APPROACH SA l 33 SURFACIhIG AS MNNLINE_ 'RADIUS TO BE AS ' w Ate' 0OADWAY - SHOWN ON PLA})S) )(�, I C (RAMUS, to BE AS j2„ 1- SHOWN ON PLANS) I ' Gh,-12 ml , COM9tNA ON / 0 CURB y' AND BUTT // f 5T'D. 4':SIDEWALK ��. ` 1- C x H.E S)� `D` T' • •a. D o,�•`.uTr ..._.- .�:. ' I ' FLOW NX - 6 CONCRUIELINE 4SON JOINT IR7 EXPANSION JCNT' A NOTEr WIDTH 'rB" 2r-0"CR AS Wr:- MNNLiFdE ROAOWA`t SECTION C-C FLOWN ON TYPtGAI, SECTfON, PLAN VIEW ' 14: CONSTRUCT GRADE "CHANGES 'WITH A PARASOLS CURVE, WHEN THE ENTRANCEr2ALY,ICANNOT ACCOMMODATE THE TURNINC, RkOU;REMENTS OF ANTICIPATED HEAVY' - 70' PARABOLIC CURVE TF.UCR TTdAKF1C THE DEPTH FOR StDEWAN K Ilt CURB B . X _ RAN.t°S WMILN ikE LIMJTS OF THE RADIISNDULA 0E EDGE OF ;SHOIILOER OR LOP-E CHANGE' 'D' NCREASED To 7'. OPTIONAL FLOW EMR -. .... --..-- .D kIA1H1-0IE ROADWAY "-"'�'�- WHEN ST'D-tCG-Tt JS U?VO FOR £N RANCES BUILT ' -'--" -- IN CONJUNC4109 WITH VDOT PRO CT% PLEASE 8 xx MAX, - D. NOTE THE ROLLOW=M SLOPE CHANGE - 51MIN. 40N-'N.'£OR STREET D %X MNNL(NE PAVEMENT SHALL BE CONSTRUCTED CONTFCT D STA$ �TTB'.N R1EECILMrtEENE DfpR�MAINs ADE Or OESfRABLE fGR COMER PAVEMENT M4H:CN CAN BE OMITTED IN ENTRANCE THE £NTRAN.CE) SECTION A - A RADIAL CMI OR COMB;NATION CURB . GUIDELINES FOR GRADE GRANGER OEEYONQ GUTTERTTTiE air LINE EX CONSTRUCTED NFOR TED REPLACEMENT PURPOSES. WHEN' USED IN CONJUNCTION WITH Sy PARD ENTRANCE VOLUME DESIRABLE .f.u.X1MUM CC-3 .OR,: CC-7, THE •CURB FACE ON MSS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE {CURB CONFIGURATION. M DIM (50 THAN 1500 YPD) 0 % 3 X SEE STANDARD CO-12 pOR CURD RAMP DESIGN MEDIUM i500.1500 VPDI SS X 6 % TO BE USED WITH THIS STANDARD. LOW (LESS THAN SOD VPO) 5 G A 9 X ,`{', PLANS ARE 11`0 INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REOU.RED TO PROVIDE POSITNE DRAINAGE ACROSS THE ENTRANCE. - _ OPTIONAL FUOWLIKE MAY RREQURE WARPING OF A POkTION OF GUTTER TO PRECLUDE PONDING OF WATER "REFERENC[ METHOD OF TREATMENT- _ CONNECTION' -FOR STREET INTERSECTIONS -5D2 AND COMMERCIAL ENTRANCES: - VIRGINIA DEPARTMENT Or TRANSPORTATION 203.B / r' r i 1, / p v r. NOTE: To be compacted to 43%of ASTM:OS98 max4m0rn dbtlsity, TRENCH & B'EDDiNG Figure elect backBll nblo) ! O:D. backkll (for valves 12' and target). - Nate: this detail is also .used for ballorllyvalves GATE VALVE Figure 8 6'lifte, Schedule 40 steel arlopmmea yellow o. conclave Jai � ti,+ i1fj�ejr�+joy; dyeencasemente FIRE HYDRANT ASSEMBLY Figure 9 I x 6' deop locator morkei chanlcal.jont ival toe with zranch rMNSIRUCTZDN 00 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the Failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shoran on these plans, the CONTRACTOR shall Immediately notify the engineer and take the necessary and propersteps to protect the facility and assure the continuance of ' service, Call MISS UTILITY' Q 1-800 - 257-7777 two delays prior to any excavation, 2, The CONTRACTOR shall have approved construction drovIn s prior to the start of PP D .....-' eonstruction. At least one copy of approved plans and revisions Slnall be kept on -site at all times. QL` 3. Cut and fill slopes sh tl not o euceed -hor zontal t o-verti l unlessotherwise p a a � ► 0 1 ca u less called for on the plans. 4. Controlled Fills) A. Controlled compaction shalt occur in all fill sections for Pavement, trenches for utilities and In other areas as designated on the plans. B. Controlled fills shall be compacted to 95Y density as determined by methods per standard proctor 'ASTM D698. Density shall be verifled by a qualified soils engineer. C. Controlled fills shalt be compacted in B inch' lifts (toaose thickness) to the specified density, beginning from the existing ground, surface, unless -otherwise approved in writing by a qualified soils engineer. D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and, stripped of topsoil. The area is then to be scarifleal and compacted to a �. depth of 6 inches to the some density as the controlled fill to be placed thereon. E. Fill material shalt be taken from approved borrow areas. It shall be cyan soit, free of roots, czoody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. 5, Blasting is not permitted within 25 feet of existing utilities without owner permission. 6, Provide a separation of at least three Feet from any site Feature more than six inches above or below the elevation of the closest point In any parking area. 7. BENCHMARK, Top of existing Sanitary Sewer Manhole. Elevation= 759.30 S. All radii Indicate edge of gravel, edge of pavement or face of curb as appilcatate, � 9, Where plans call For matching existing pavement, the CONTRACTOR shall provide cant joint or, asphalt overlay as required to provide a smooth transition. (� o 10, Ali property corner marker's disturbed or otherwise obscured by construction are to be replaced and verified by a certified lanai surveyor at the CONTRACTOR's expense. (� Q 11. Pavement construction and material items coiled for on the plans refer to VDOT 0 standards and specifications. 0 22. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal. � 13. The CONTRACTOR shalt obtain permission from adjoining property owners prior to h P J Q p P y � 0 conducting any off site construction activities, �p 14, The CONTRACTOR shall coordinate the relocation of the existingutilitles with the appropriate utility company as necessary. 0 15. Ali sanitary .jetier and water supply construction shall conform to the current standards of the Virginia Department of Health and the Frederick County Sanitation Authority. 16, The CONTRACTOR shall provide time painting as generally shown on the plans to delineate parking statls and traffic patterns, 17. The Contractor .shall obtain a Land Disturbance Permit From the Frederick County Inspections Department prior to tnitiating any site cork. Q 18, Add topsoil adjacent to backs of curbs as required to account for soft settlement. nn 19. Erosion and sediment control practices shall conform to the requirements of the Virginia Erosion and Sediment Control handbook and the requirements of Frederick o � County. n^n luul 0 Q FREDERI K COUNTY SANITATION AUTHORITY NOTES 1. Water and sewer lines ore to be constructed in accordance with these plans. 000 Q Q The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 0 o Ucs CU 2. The CONTRACTOR shall coordinate with, and arrange for inspection by, the � Authority. Q Q (0 3. The Sanitation Authority maintenance department is responsible for the °? installation of water meters through in size. Before o permanent meter is 0 set, they require: 1) the frame and cover to be properly aligned with its meter a - box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in CI proper working order. It is the developer's/contractor's responsibility to hove the 9 meter box assembly installed correctly. nno l 0 to (0 (D 0) t�9 f., Q a d� U C to t7 C c �C-�>D 0 L�uJ U 0 C C c 0 0 Q 0 0 U F) 0 o 0 U) L) trench Q N tmnimum �-'------I I•-6 minimum° form board pyp j*�r'�'�- machine excavation limn METER BOX and COVER gate V131Va - gste valvs tronch bottom & boxes & box undlsturbod earth steno brooding r' I Z (Al UJ a- �n-TY TYPICAL SECTION i y Z TEE, WYE, OR PLUG �i <y t}Wlr.Lou11 readdrm ag Ihshnngmyoe wre ed witty •>, - PR ° d n vea� d ' 'z 4' wnh ci e olds hand exuavation e 2 t• polyathyEone, and the concrete pour0a colnpfeloty SunaNno 12' min lot 1 W and smaller pipe top 6' painted blue 1 ) i� F -� Y�1 the hnm91, again¢t undisturbed soil. TO,ro pealing dimensions •p• 0 10' min lar t2• Utn 20' pipe �'.� S .0 ; o against untlrsmrhed soil shall m wain as shown ,.are, cover t6J see crtan below for A. B. C dimensionssot 2' abcvo CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS °6' minimum Pipe Plugs, Wyes & 11 1 0. /4° and Die Toes Band _Bcncia P-8 3't9' 1`-ft 1"•3' YtY 4-19F ✓ -% v 2 •B" 1'-G- 4'-0".. 7'-3 1"-6' z,lr 3'•3' t'{yt'0•. 11 1/4° THRU 90° BENDS s Bahl) rods over fillings and embedded in concrete thrdm blbcl(S - FITTING I E HOD SIZE NO RODS EMBEOMENI 12- 8 LESS 6 2 Sit .. COf1EfCla - 14' . 20' © 2 36,. „ VERTICAL BENDS Fitting Velum d Ihrus b o •fy1"r} size. - 11- 4 22-t .. s- cu 45 a, stone:bedding 6• - - _ 1.9 B` - - 1.1 2.3 THRUST BLOCKS FOR VERTICAL 10, - - 12, - 1..8 3.7 UP BENDS SHALL BE THE SAME 1.2 14• 0,5 1 7 2.8 5.5 3.9 AS FOR HORIZO14TAL BENDS, 7.6 16 0.9 23 51 - 18' 1.4 32 6.3 - 20' 2.2 4.5 7.0 - CONCRETE THRUST BLOCKING Figure. 2 MEfEn SIZE METER BOX METER BOX, COVER °x 4'or3 5!B 3! /4• 1Bin D:a N n-Tr 0 onro M32C-PV4 Traffic A32HH - T r 24 m Ora Nan-Trantc MG30 (Frame) WITH RML-1-T Bop ud) Tialfic MC•30 (Frame) WITH RIAL-12-T (Top t,d) fin grade pr,ur varies as required to sodding t8• _ corporation stop 3' atone bedding 7B°-21• meter by F.0 SA. - mover box surrounding box - { - CnccK voi c 36' min _angle .,in drain vaWe �' 45° I 6' min I ) anpie yoke ball valve L type K copper i tubing, Continuous w4in in joints from 2 It I main to meter water mean 6' stone beda,ng METER SETTING PARTS line size meter size y°ke angle yoke hell Twa angle check valve expansion wriest 1' 5/8'X3f4' Y502 BA94.224W HHCA91-323-TV & C84.34 EG23 1' 3/4- Y503 BA91.323W & C84.34 HHCA91-323.1V & C84.34 EC-23 1' V Y504 DA94-444W HHCA94.4445V EC-4 cub guest & I Street 3' M 1 p to back of Cz t i INSTALLATION NOTES: sidewalk q 1. Exact location al meter box. assembly '" T to 0e apprbvetl prior to installation -' 2 Water sewica crossing street shall to 1 type encased in3' (12. SCH40 PVC as M m wppar 3 SDR21 piping. The piping shell run from E • ` v. one tool beyond sidewalk, across the - street, to one tool beyond claowufk 1' X 1' TEE (T444-444) DUAL METER INSTALLATION 5/8"0/4", 3/4" & 1" METER INSTALLATION Figure 5 ' J N C. LEUS ' No. 21621 DATE: SURVEY: 14NOVOI NA SCALE: DRAWN: 1 "= 20' PL- PLC C.I.: JOB NO.: NA 0105029 )tN'G: SHEET: 3P-sheet2 2 /5 I EX. SAN. MH RIM ELEV.= 759.30 PLANT LIST ! INV. IN= 749.50 KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS SW 8 Oxydendrum orboreum Sourwood 21 /2" Col. See Plans QA 13 Quercus olba White Oak 21 /2" Col. 45' o.c. TM 37 Toxus media 'Andersonii' Anderson Anglojap Yew 3' ht. B&B 4' O.C. Plant size indicated are at time of planting. LANDSCAPE NOTES 1. Greenspoce Required: 15% (6,534 sf) Provided: 36% (15,689.87 sf) Parking Lot Landscaping: Perimeter- (1) tree per 40' of parking perimeter required. 640't /40= 16 trees Provided- 16 trees Interior Greenspoce- 5% min. interior greenspace required 15,557.20sf (parking area) x .05= 777.86sf Required Provided- 11% (1,680.10sf) Interior Trees- (1) per 10 parking spaces (48/10= 4.8 trees required) Provided- 5 trees Total parking lot trees required: 19 Total provided: 19 Provided headlight screen to block glare from shining onto Public R.O.W.'s and adjacent properties. Screening or Buffering Required: None (Some Zoning District) 2. 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. 3. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding, 4. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements ore omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 5. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and sholl have adequate root systems. 6. Sizes specified in the Plant List ore minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply o minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed sholl share the some bed. Grade finished planting beds so as not to impede surface drainage. 8. Locate trees a minimum of 3 feet from walls or wolks, if possible. 9. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees sholl be double -guyed with 72" hardwood stokes driven firmly into the ground. Secure tree to stokes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 10. Use shredded hardwood bork mulch in all planting beds. 11. Remove oil togs , twine and containers from installed plants. Roll bock burlap one third on all B&B plants. 12. Plant substitutions are permitted with consent from the Landscape Architect. 13. 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 installotion. 14. Plant all materials in their appropriate season. The Contractor sholl guarantee all plant materials and workmonship for a period of one year from time of installation. 15. All existing plant materials sholl remain unless otherwise noted on the Site Plan. 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 BACKFILLED W/ REOUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND --,� TAGS FROM PLANT. REMOVE TOP 1 /3 OF ALL SOIL tux BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. SHRUB PLANTING BED COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SECTION NOTE: CONTRACTOR TO REGRADE. SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 3" MULCH 3" SAUCER AROUND TREE 45' EXISTING GRADE SOIL MIX I 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 4'-0" SOIL MIX / " MIN. 45' INV. UUI- /4V_51 I PR. CULVERT ES -1 AT EACH END 110-15"0 RCP O 3,67:i 1" WATER LATERAL 9DD INV. IN- 756.42 g I INV. OUT= 752.38 3/4" METER FIRE HYDRANT ASSY.(PAINT CURB AS DIRECTED WFIRE MAR 20' 60' ' 8" GATE VALVE IR 1 JOINT 8" PIPE WITH f TEST PIT MEGA LUG RESTRAINT 20' WATERLINE EASEMENT U I SCALE: 1'=20' - - - �., iv QA OA QA GA � QA QA 12.50' �i....._.. ,,� 0- g ____ 0 -�- 0 _5PARK, It SETBACK �- OARQ FENCC - v 5'R l.'S. 10.50' PR. ATE OWN -__ _ __ ._ _ �- 14.5 PR. DUMPSTER --- -= G - 6 �_ __SEE DETAJL 220.50' CG o (SHEET: 4/4) 3 > A A PR. CONC. SLAB �i1 L w g o ' R x g PR. ENTRANCE w I 4.5'R QA .. I 4.5'R 4.5 4.5'R 10.00' 4.5' 24.50' _ 1 00 10.00' 0 SW 00 QA 0 10.00' 1.00' 0 SW 0 SW1 •�' 24 TM 4.5'R 4 50 ~i 4.5'R 4.5'R 4.5' _ CG-S 15, QA 0 9.00' $ _ O x , w 18.75'. I „ . ,, PR. HC. SIGNS N O + + - MOUNTED �•€ TO COLUMNS g gM W S ' OD PR. ASPHALT ® ® PR. ASPHALT U t.aiiJ 24.00' $ PARKING AREA PARKING AREA PR. HC RAMP A O pp N J YI b® N O Y 2I 2 20.00' $ AYOM9.50' Y W a 20.00` MWAI CLAW � � o TYP. W C)'tn to AW L48 cii w ( 6' WIDE CURB S 1, CUT FOR STORM �� , g 20.00' 24.00' 40.00' 24.00' 2T ' WATER RUNOFF a �s %.�%.gO (SEE DETAIL- ^ I 15.50 SHEET 4/4) ` b `'�► a a I 64.00' (� 18.73' - 4.5' 5,R 1 .50 0 0 4 .00' 0 N 1 SW PR. pI'-1 $ g t 28.00' QA RIM ELEV. - 753.50 A 5. s Pt 5101l111 'R 15 67' 21.00, • 20.33 ° EX. UG,E I MANAODAM POND g COSNc, SIDEWALK 1 _ 31.00' t 00" 4.5'R 4 5'R 'R 5'R O CL V U) Q Q C) INV. OUT- 751.28 24.00' 4.00 `. _ 24.50'- EX. 20' MITERED END AS REQ'D _ 24.13' -- 5.00 .00' QA 0 _ 50 - R 5 0' QA Z DRAINAGE EX. SWp KINCL_UT$ACK S o __ „wo `O 0 ° - U to Z W 0 EASEMENT UGG X. ELEC. CONDUIT 13.6 24.13' A Sw w e`�',, SW � � 0: EX. TRB L TEST PIT TO LOCATE ? EX. ELEC. CONDUIT PR. SAN. SEW 4"4 SCH 40 PVC 0 2.00% MIN. SLOPE PR. DI-36 Cr Z EX. $AN. INV. IN- 751.78 W LATERAL 100'-15'0 CPP O 0,50% on Z 18. 2' .,1 -- -94.72 - W W Q) w _._ _ __-.._..... ......__ _.-._._ ._ - ...._.137,72' J J W 16'-15"0 CPP O .63X ca Q U INV. OUT= 750.00 MITERED END AS RE©'D c o rQ EX. XFMR V 96U EX. SAN. SEW. I LL. W LATERAL W ` I W UJ O Or xa (L lI i I ` O 15"0 ES-1 V 4/ a �(�M =v o In N I\ r, U N (V In a (O C } W0W 1 O O U N5x9' BARS ! 12, C-C PAY LJ g ) fV 1 NIN CONC. COVER 11/2' CG-12 O p u W W ( ` MIN. �- VAR. WIDTH SIDEWALK V 4) C O _3 PAY LIRE CG-12 - PERMISSABLE OR SIDEWALK SPACE CONSTRUCTION JOINT PERMISSABLE 3'1iN1 U � "J O E Q - PAY LINE CG-12 JOINT m IA -C .- VAR. WIDTH PAY PAY LINE CG-1 i 4.)0- N 'L' U O U UC U-SIDEWALK C &VAR. OR SIDEWALK SPACE TYPICAL ALTERNATE rFOR COMMERCIAL ENTRANCE RADIAL PLAN FOR USE (HEAVY TRUCK TRAFFIC ANTICIPATED) Z O 3 ~ W W 4' MIN i AT APPLICABLE STREET SEE STANDARD CG-13 SHEET 203.10 CONNECTIONS AND Q 15"0 ES-1 �� COMMERCIAL ES. O I _. _ 11ENTRA - -_a In L *5xe' BARS ! 12' C-C RAM& PLAN MINIMUM CONC. COVER 1/2' VAR. 7 I� t (A N. - 4' M1 RAMP FLOOR z Q- 0- - SLOPES 12-1 MAX W o T� PERMISSABLE ill. ' �i` � Z 7'-to• JOINT RUCTION ISOMETRIC VIEW _ l i' Z X w Z ERIMX. SAS MH739 51 SIDEWALK upvAR. WIDTHV VAR, CURB RAW FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT �� O L,J EX. 20' INV. IN= 730.45 INV. OUT= 730.36 SIDEWALK SIP E 4 N1K INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE), THE DECTECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED DRAINAGE 6' AGGREGATE FINISH, RAMP SHALL NOT EXCEED A MAX. SLOPE OF 1211. }1 0 FLARED SIDES OF CURB RAND TO BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSABLE CONSTRUCTION JOINT WITH REQUIRED BARS. TANGENT PLAN A IF RAMP FLOOR 1S PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED p' . SIDES CAN BE CAST IN PLACE OFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL U OHN C. LEVAS I 117' WHERE ST'D CG-3, SIDEWALK AREA (WITH 7'-4' IS THE MIN. REQUIREMENT TO BE CLASS A-4. IiO. 21621 4 CG-7 IS USED. ST'D CG-2 OR WITHOUT BUFFER STRIP) ACHIEVE A ILNI SLOPE REQUIRED BARS ARE TO BE No.5 x B' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP OR CG-6 r-4' FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2' '0 CURB RAMPS VILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT ' 12 At 4� CONCRETE CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE IN PLACE, THIS ITEM MAY CURB/ CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURG RAMPS ARE INCLUDED IN PAYMENT FOR SECTION A -A CAST IN PLACE D13 R CURB/ CURB AND GUTTER, PRECAST WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO PERMISSABLE CONST. JOI BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION, SLOPE, 12-1 MAX 1r3x8' BARS ! 12' C-C CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY DATE: SURVEY: _ ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE WITHIN THE R.O.V. OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETER SIDEWALK IS EXISTING, PROPOSED, OR 14NOV01 PL-PLC ' NON-EXISTANT. THEY MAY BE OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS EX. 40'-8"0 CM DIRECTED BY THE ENGINEER, BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ECT, VILL ALSO AFFECT PLACEMENT SCALE. DRAWN: O 1.0% a �-AGGREGATE LIMITS OF EXPOSED TREATMENT WHERE V1DTH DF „ INV. OUT= 737.10 SIDEWALK WHERE REQUIRED SIDEWALK DR SIDEWALK SPACE IS LESS THAN V-4' 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 1 =2O' PL-PLC SECTION 8-8 USED BY PERSONS WITH MOBILITY IMPAIRMENTS. C. I': JOB NO.: I CURB RAMP (CG-12) 2' 0105029 [PERSONS WITH MOBILITY IMPAIRMENTS] N.T.S. 2oor DWG: SHEET: EX. FH I TRA0111110MATON5P--sheet3 FKVMM 2.D9 3 ELEV.= 742.08 3/5 PROJECT DESCRIPTION Preparation for the construction of the proposed project will include the rough grading of approximately 1 acre of land. Grading operations will generate fill and cut material which should be utilized on -site. Existing Site Conditions The site is generally open with a mixed gross vegetation and is currently vacant. The construction area generally drains toward the southern most corner of the property. Adjacent Areas The southern corner of the property is adjacent to commercial property over the Prosperity Drive Right -of -Way. The remainder of adjacent properties are vacant. Off -site Areas During clearing and grubbing, the site contractor may transport off -site the residue from the wooded area. During earthwork operations, the contractor may import or export materials as required to achieve final grades and specifications. Soils 8B & 8C Chilhowie silty clay loom 32B Ookiet silt loom 6C Carbo-Ooklet silt loom EROSION AND SEDIMENT CONTROL MEASURES: Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed near the entrance from Prosperity Drive. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trop sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. Temporary Diversion Dikes will be installed in along the downstream perimeter of the construction area as port or the first measures of construction. The Diversion Dikes shall be inspected after each rainfall and at least doily during prolonged rainfall. Any required repairs shall be mode immediately. Damaged, decomposed or otherwise ineffective barrier areas shall be repaired. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-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 with the existing grade and stabilized. Block and gravel inlet protection shall be installed at the curb inlets. These measures shall be inspected after every rainfall event and repairs mode as necessary. Sediment shall be removed from in front of the gravel when greater than 1 inch in depth accumulates. A temporary sediment trap will be provided in the southern corner of the proposed storm water pond. The trap berm will be constructed with on -site materials and will be seeded with the temporary seeding mix immediately after installation. The trap will be inspected after each rain storm and repairs mode as necessary. Rock check dams will be installed as culvert inlet protection at the upstream ends of culverts. Dams shall be inspected after each rainfall and at least doily during prolonged 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 one-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 with the existing grade and stabilized. Outlet protection will be provided at the outlets of all permanent storm sewer pipes. The stone protection will be installed in accordance with the specifications and details on the plans. 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" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied oil 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 temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 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 oil areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized ogricuiturol limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Toll fescue 60 Ib.oc 97 85 Red clover 8 lb/oc 95 65 Ladino clover 8 Ib/oc 95 65 Nurse Gross -(season dependent) Sept 1 - Feb 15. Annual Ryegross 12 Ib/oc 98 85 Winter Rye 12 lb/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/oc 98 85 or Feb 16 - Apr 30: Annual ryegross 12 lb/oc 98 85 Mulch: 1.5 ton/ac small groin straw Fertilizer: 1000 Ib/oc 10-10-10 A VIEW LOOKING UPSTREAM NOTE: EXTEND ROCK DAM TO BERM OF SEDIMENT POND AND MATCH BERM ELEVATION TO PREVENT FLOW AROUND DAM. VDOT # 1 COURSE AGGREGATE - \ `- CLASS I RIP RAP FLOW v o� 4 ft. SECTION A- A CULVERT INLET PROTECTION ROCK DAM EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE ...... CONSTRUCTION S........ ENTRANCE 3.07 INLET PROTECTION0 3.08 CULVERT INLET PROTECTION -ROCK DAM CIP 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET PROTECTION OP 3.30 TOPSOILING TO 3.32 PERMANENT SEEDING f— pg 3.35 MULCHING MU NCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Cleor and grub site. 3. Strip, stockpile, and stabilize topsoil. 4_ Construct temporary sediment trap and diversion berms 5. Perform rough grading of site. 6. Install storm sewer and inlet/outlet protection. 7. Perform final grading and site stabilization. 8. Remove temporary controls. BACK OF SIDEWALK BACK OF CURB CURB INLET WIRE SCREEN OR J FILTER FABRIC A PLAN VIEW i A I � IW 4 LQ i O SCALE: 1 "=20' CATCH BASIN 2X4 WOOD STUD CONCRETE BLOCK CONCRETE BLOCK PONDING HEIGHT CONCRETE BLOCK OVERFLOW -i CURB INLET WIRE SCREEN OR FILTER FABRIC CATCH BASIN (2X4 WOOD STUD SECTION A - A NOTES: 1. USE BLOCK AND GRAVEL TYPE SEDIMENT BARRIER WHEN CURB INLET IS LOCATED IN GENTLY SLOPING STREET SEGMENT, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. BARRIER SHALL ALLOW FOR OVERFLOW FROM SEVERE STORM EVENT. 3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY, CURB INLET SEDIMENT BARRIER C SEDIMENT I (STRAW BAL SUPPLY WAl WHEELS IF DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% SECTION A - A 18" MIN. COMPACTED SOtL .,f— FLOW -1 l i-1 I I-1 I I-1 I I-1 I I-1 I ICI I I-1 I I-1 I I III- III ; III ,III, III 1III1 1 1III1 . 1-1,1III1 1 II III 2 % OR GREATER 4.5' MIN. FILTER FABRIC NOTE: USE ANDBAGS, STRAW BALES ""'"ROVED METHODS RUNOFF TO BASIN � � I Q � O wnov FtAll d A A WASHRACK 2"--3" COURSE ra AGGREGATE O MIN. 6" THICK Z O I4 0_ I Z �- DIVERSION RIDGE 1- U') X 70' MIN. W NOTES: PLAN 1, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2, WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR NTO PUBLIC RIGHT-OF-WAY. 3. WHEN O WASHING IS REQUIRED, EQUIRED, T SHALL BE DONE GRAVEL ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION THAT DRAINS INTO AN APPROVED SEDIMENT TRAP O4. R INSTDALE CATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT ORIGINAL GROUND ELEV, SEDIMENT TRAP CALCULATIONS SEDIMENT TRAP DRAINAGE 1.00 AREA ACRES SPILLWAY 6 WIDTH DRY 67.00 STORAGE CUBIC AREA YARDS WET 67.00 STORAGE CUBIC AREA YARDS TEMPORARY DIVERSION DIKE DRY STORAGE 67 CU. YD. /1 ACRE DIRECTION OF FLOW WET STORAGE 67 CU. YD. /1 ACRE LILTER CLOTH (EXCAVATED) ELEVATION **COARSE AGGREGATE LLASS I RIP -RAP **COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL OUTLET (PERSPECTIVE VIEW) OI 2 Z a aJ Z a" O J V) O t1 K_ W 7 Z vv Q 6 Z .� aZ w 0 r • Z ZWW Li,l P S Z U a Z JJ0 U � U 0 W <<W ■ V O O J " a � ° w (0 V) N 0)Mo N� V - N LO Lr) 4-1 C 00 W , o ° V 3 J o> �� - N 0 ` C = a W mV)s. 0 E a 0 L v 0. m U O Z 0� 6 ~ W W s� (n QN Z 0Y H W ' -I W t A to ZZ OW �1■►'i■II► U LT>j r c o � OHN C. LEWIS 9 No. 21621 _70NAL _ DATE: SURVEY: 14NOV01 NA SCALE: DRAWN: 1"=20' PL—PLC C.I.: JOB NO.: 2' 0105029 DWG: SHEET SP—sheet4 4/5 \-,,-N1 4� �.� ' - 2x2' � 1 'e 6" DIA. STEEL PIPE FILLED W/ CONIC. (PNTD.) 4'-0" HT, WITH 18" 0 CONC. FOOTING - 3' DEEP W/ WELDED HOOPS (2 TOTAL -"- -J PIPES) PNTD. PER OWNER SPEC. FENCE (SEE DETAIL THIS SHEET.) ui ae o id PLACE 4"x4" POST 0 FLUSH BEHIND BACK OF CURB. N 6" CONC. SLAB W/ 6"X6"X10/10 WELDED WIRE " MESH DUMPSTERS BY OTHERS 4" STEEL COLUMNS TO SUPPORT GATES (2) 6'-8" GATES TO MATCH FENCE mm ct BORE HOLES IN % I CONCRETE TO Li` ACCEPT CANE CANE BOLTS ATTACHED BOLTS FOR BOTH TO FENCE OPEN AND CLOSED Im e POSITIONS U w CONC. APRON O Y Q m TRASH ENCLOSURE N.T.S. TYPICAL CURB CUT DETAIL N-T.S. 1� 2' E OF. GUTTER I I 2x4 TOP RAIL 1 x6 BOARD, FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) -♦- 2x4 MID RAIL 6 1 - - 8'-4x4 POST ® 8' CC -• 2x4 BOT. RAIL ATTACH RAILS TO POST 41 1� PR. GRADE W/3-10d(EA. RAIL) 6' TOP OF CURB - 12" DIA. POST HOLE, FILL W/CONC. d C NOTES: I°� 33" ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. � tt ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. ` L.:_I.• FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 6' GATES SIMILAR. PROVIDE GATE LATCH AND CANE BOLTS. PROPOSED FENCE DETAIL NOT TO SCALE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL STONE AGGREGATE TYPICAL PIPE BEDDING DETAIL WATER MAIN AND SAN. SEWER PIPE NOT TO SCALE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE NOT TO SCALE DI-3A-3B-3C ea,B 5n De."Wbobbw12.CCtobeobcee.noewensaepcen1 Got" eoow. lobebell - - toobbnnq c-Cleee Io ocer.M Ntlte-til on on orrpb of 68. 3o belorro ltt•!-�,y a vin,o.ee rrrn+'. e`•h•e erleor 4alwn�lea E •opn•.en Joel Corwrebr{ weedW to heM Olwe _ Boe, DI SIDe d•= Feooneepn Joel-.\ of 2' c-1, t -- Fer a.loil. of IC-2mle, rro,we B tew - ------ � J p�� , • , 'I. erne%" qe St'e I e` 1 - _ _ I � Ty" TqB . J _ ID I T-H Yi..4 •��-L +111 e 'f .re ew•„ r - �� B•R �� {r NOSf DETAILS TAllS b uI i Yd u� 1 Ly„ p ewe.e 6.rww• G.oc{ Cbnlroi Jbn1 ee r.. B., a "wie tw . roc _ C, Ce,.na1 .an. i'-v•q I 11 -1 . tarfrvcl•a In Y•aw 1-e o, .:rn I"Nhp- Gus, 6,1• re e• w:ry Mee bIrIR I �. PLAN F-'-e'D• -•1 t0 Me' Note Thtt web mby be eartr",1 1n Necn cou e •{pOnign p". I•`---ro•-m.- .if I lopplr ortl, to cub C curb Ono rollther L Ben F I A l ------ 1 B SECTION B-B f , B•n D ..,. 'r% w.ree a.rw ti.• eJ DNweN• :i Try• a n." ma:l .non a wee ee.. • •1 -__ _-s.e.... I\I\�'1'1 � n•• n•N win CG-1 a CG-' s1..ae.e1 z• 1 _ _ _ m. pie,•, ' FRONT ELEVATION Tf► _J • E {. ee+oD< :� •na1 w•e title,n M. • •• Nsd tw11« ......el M cc-i a cG-c srenee•e. D. 'Nwa.ore corn 3•aonvrl ... ", to be bceeee i o A b the e"m roll 1 I of the O fth Pipe w Mpb ehe, flthe bolsbn to aOm seerro" mb .1 „eee oI nw..:.n 12 .12 o:e {huClwf.me ww,l of the s1e 1l "I of fhbt"e will C 1 mp."' 10 ptveni v IV b Conelrp 01 .Ole. n the slrv[hne 7h, ebeo I/e -1, . vel.enve {Mi Note' StOnwre eels rro, f" COn{trye tea r^ cp - �q1 ld n e• Obc. n oeceraw.ee ..m In• wtwn she.n m verl snOwnq sndl D, �nclPeee 1� rn. Iv ice be Iw Ine svl,ctve .ne ao 0 OS .nc n, n„nber • eWfh re "., .e« ,.• SwN«e D.w DI-MB t"rhe., c m OMhw•1 I.rnl Ic Sle e" b 1 e•I----e�-e•�-11 F F. drown._, ono opommil. n01 ,hewn Ne .Mel 2of z evtuN of ❑rvcler• '.p---j DI'3A DI-38 - -- DI-3C - SECTION A -A TT ----- -- rw�. 1 ; N N 1 I N 1 _-� I � r•. .••.. e,rr., I •e ew M •ap, _� 3 ,N.•, eNWM en I•.e M ee.r • b « ,Iweee n et,erewra •w• • 1'•- 1-0•""'1 .. - :"� The N erTentlorl tnO.n On Ih! fl0na0r0, Ona wet11"a On M! don{ .el D! row, e w rwie,! ~ e. R• ,+e b .•e .ee je•� ��•" OCTAIL WHEN USED mee,wee _,he m+er1 01 rn< ooflWl p�0< to Inr lop 01 th<,bucW" I.ei sl „N ILI e,'I, . •eeq p"•, •e .own «, eee,, ADJACENT TD CURB elmemmf are oexrralmole beef Iw e.t-tlnp P.,P. f one rM ac lnoi olmehflm{ W ITNOUT GUTTER s1oN be e•le.ml-e b, 1M coolro le. Iron hem c dlDOn. wM• inN1 ••. r .-b' r.w.,, ,«, .1 r.a1 :. 1. •. ,1wna 1• cet«. �- __ _-_ TM Ne.n •w, M w•ce,l w wN :n r«. $h!. i I Oi 2 STANDARD CURB DROP INLET SPECIFICATION 12'-30" PIPE MAXIMUM DEPTH (H) = 8REFERENCE _ _ VIRGINIA D PARTMENT 233 f 1oa 09 1---.-'-_,2 - - 302 PER PLANS - 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) TYPICAL CONCRETE SLAB DETAIL NOT TO SCALE N. eP B 100 YR=753.80 10 YR=753.42 2 YR=752.44 A STND. VDOT GALVANIZED STEEL DI-1 GRATE. PR. 16'-6"0 PVC ® 0.63% 4,-2" 5' OR PER PLANS *PROVIDE 2% MAX. CROSS SLOPE ON ALL SIDEWALKS. 4" CRUSHED STONE (3000 PSI) 4" CONC -- 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) -- TYPICAL CONCRETE SIDEWALK DETAIL NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 54.5' - I (OR AS SHOWN ON PLANS) *PROVIDE 2% MAX. CROSS SLOPE ON f I ALL SIDEWALKS. . EXP. JT. MAT'L -1 4" CRUSHED STONE --11 (3000 PSI) 4" CONC - 6x6xW1.4XW1.4 WWF (1.5" Min. CLEAR; TYPICAL SIDEWALK CURB DETAIL NOT TO SCALE m 2 6 13 V � 7 L - CG- 6 6" 2'We COMBINATION 6" CURE: & GUTTER VAN ACCESSIBLE SIGN -__�_ (SEE VDOT (CG-6) ROADS AND BRIDGE S-rINDARDS FOR ADD'L INFORMATION) 6" 2" 6" I 1 3". ;D";q 7 CG-6R 6"----- 2'_ COMBINATION 6" CURB & GUTTER REVERSED -;Ilt' 4'- 2,. A PLAN TOP OF BERM=754.50 3' 1 1/2 1 � 2 �1 NOT TO SCALE 1 . 4 . ff 14, ' . !tt i71rL e�.•�L Atre��lt 3000 PSI CONC. MITRE PIPE END TO MATCH SLOPE SECTION A -A INVERT OUT=750.00 1O'x6'x18" VDOT COARSE TOP OF GRATE=753.50 AGGREGATE NO. 1 �- - - 6" 0 SCH 40 PVC PIPE 12" LENGTH 6" INVERT=750.20 15" BARREL INVERT=750.10 SECTION B-B BASIN OUTLET DETAIL NOT TO SCALE STORM SEWER PROFILE SCALES: (H) 1 " =50.0' A 7651 (� 1. We 5.0' MIS PROPOSED ZADE EXI 'TING GRADE 75 55 I 7501 50 100'-15"0 3PP00.50% SIP RAP 10'X6'X18" vDOT COURSE AGO. NO. 1 7451 4 5. 740 w 40 O J U Q C r � o z a_ o w h- w a w w °D m M 00 O O + II > G II z + w Z Z w Z Z J z�O J zaO �uj �wQ _zw x w J n N zw xwJ wUw � wUw 1 0+00 1 1 +00 PER PL 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, Z 4" WIDTH, 2' CC; 45' ANGLE p 05 w ry- 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 RESERVED RESERVED P A,RKING PARKING MOUNT SIGNS TO BUILDING AS SHOWN ON PLANS. (SEE SHEET 2/4) '✓AN AC:CESS18L IOFA t8� TOtB-A�1�IWE VAN HC ACCESSI E SIGN SIGN HANDICAP SIGN DETAII. 1'')T TO SCALF 2" SM-2A 8" 21-A - 11_ COMPACTED SUBGRADE ON SITE PAVEMENT DETAILS NOT TO SCAL I_ STORM SEWER PROF'ILI: SCALES. (H) 1 " =50.0' m 1 " 5. 0' U _jj W Z 0 a Z ZWWcy cy- Lhi �F? S zuj }}� Z -1 �t CD �Y U la. LA_ UJ 4 w ai O n. o 4 v 0 w 0 • O • O GRADE EXISTI PROPOSI'l q, GRAD cn ;v 0' 0) 0 .*' -v Lr. U) v I c: �� (V N N 75! 75; In _ w YrnN o® c � v 751 l 11 -15" W RCP 67% 75( a W M.0 RIP RAP O'X6'X18" DOT ° ° I L w Z OURSE AGG NO. 1 � cn QN 7 74! o 74 I 74C uj f Z Z O w umvmwu►Una U F- L ti� of y Ill V p JOHN C. LEWIS ui 4 No. 21621 a � SsJONAL 00 N W 04 Ln Lu + p + II W DATE: SURVEY: ' 4NOV01 NA W zoo z�O SCALE DRAWN: =mod rn 00 NA PL-PI C Zw .x Uw r, 14i r (n zw x Uw C. I.: JOB NO.: NA 0105029 DWG: SHEE 1: 1 o+00 11 +00 SP'-sheet5 5/5 ASSY. ASSEMBLY BF BASEMENT FLOOR BLK. BLOCK BC BML BOTTOM OF CURB BUILDING MOUNTED UGHT NDC NOSE ="o CURB BSBD. BASEBOARD N.P.S. NRT NO PARKING SIGN NO RIGHT TURN C&G CURB & GUTTER ITS NOT TO SCALE CIP CAST WPLACE CONCRETE OHE OVERHEAD 'ELECTRIC CMF CPP CONCRETE MONUMENT FOUND CORRUGATED' POLYETHYLENE PIPE OHT OVERHEAD TELEPHONE CMP CORRUGATED METAL P�PE PIV PL POST INDICATOR VALVE PROPERTY LINE CMPA CORRUGATED METAL PIPE ARCH PP POWER POLE CO DIA. CLEAN OUT DIAMETER P VJM T PAVEMENT DS DOWNSPOUT RCP REINFORCED CONCRETE PIPE EOP EDGE OF PAVEMENT RD RED. ROOF DRAIN REDUCED RE HIMSISTHATIOR ELEVATION R.O. ROCK OUTCROP FDC FIRE DEPARTMENT CONNECTION SAN. SANITARY FG FACE OF GUTTER sm. STANDARD rH FIRE HYDRANT T.B.D. TO BE DEMOLISHED F.L.S. FIREGAUEG�ANE SIGN T.B.R. TO BE REMOVED Go. T,B.P. TO BE PRESERVED GM GAS METER TD THRUST 'BLOCK GV GAS VALVE TC TOP OF CURB HOR HANDICAP RAMP TEL. TELEPHONE He HOSE BIB TRO TELEPHONE RISER SON HDR CURB 6" HEADER CURB TVRB TELEVISION' RISER BOX HP HIGH POINT TYP TYPICAL . HTR. HEATER UGE UNDERGROUND ELECTRIC IPF IRON PIPE POUND XFMR ELECTRIC TRANSFORMER IP$ IRON PIPE SET WL WATERLINE INV INVERT WM WATER" METER LP LOW POINT VIVIPP WOOD POWER POLE LT. LIGHT WSP =OD SIGN POST MLP METAL LIGHT POLE WTP WOOD TELEPHONE POLE MPD MULTI —PRODUCT DISPENSER WV WATER 'VALVE Me MAIL BOX 5'R RADIUS IN FEET MH MANHOLE noo.00 PROPOSED SPOT ELEVATION MSP METAL SIGN POST A(00.00) EXISTING SPOT ELEVATION SCALE, 1'=30' GENERAL NOTES 1. The property delineated on this plan is located along Prosperity Drive in 6. Parking Space Requirements: Frederick County, Virginia. The developer of this parcel is proposing to Property Line Setback: construct a 3,268 square foot building, and parking area to serve as a. Required — 5' Provided — 8'+ dental office (Affordable Dentures). The site is currently vacant The Required — 10'(R.O.W.) Provided — 18'+ adjacent properties to the North, East and West are vacant. The parcel Spaces Required: (1) space per 250sf of Dental Office across Prosperity Drive to the South is used for commercial purposes. 3265/250® 13.07 spaces 2. Property Developer Contact: Mr. 'Rick Edwards Total spaces Provided — 48 spaces including (2) ADA spaces Affordable Core, Inc. P.O. Box 1042 Loading Space Requirements: (1) space per 10,000-25,000sf Provided: Kinston, NC 28504 Telephone- 252-527-6121 (0) space 3. Engineer/Landscape Architect: Contact: Mr. John Lewis 7. Handicap Accessibility. PAINTER—LEWIS, P.L.C. HIC parking spaces shall have a maximum slope of 1:50. 302 South Braddock Street, Suite 200 HC romps off site shall be constructed per VDOT standards. Winchester, Virginia 22601 Telephone: 662-5792 .(540) 8. Landscaping, Buffers, and Screening: 4. Property boundary information on these Wons was provided by Furstenou See Landscape Notes. 'Surveying, Topographic information shown on these plans was :provided, by Pointer —Lewis, P.L.C. 9. Lighting: None Proposed 5. Site Data: 10. Trcisb Receptocits, (1) Dumpster with Screening Fence Parcel Arco: 1.00 Acres ,P. I. N: 75—A-2D (Lot '2) 11, Signs., As allowed by Zoning Ordinance. Setback 10' from property Zoning: B-2 line. Magisterial District: Back Creek Existing Use: Vacant 12. Storm Water Monogement is provided by a storm water detention Proposed Use: Dental 'Office focility on. the site. Front Yard -Setback (R.O.W.): Required — 35' Provided — Oj4+/— Reor Yard Setback: Required 0' Provided — 1 1 6 4'+ 13, Environmental Features: Side Yard Setback, Required 0' Provided — 240+ Vvetionds -® No wetlands have been identified on this site. ' Pro 2 Maximum Building Height: Allowed — 35 ,posed—, 20 +/— 0 Flood plain — None per Frederick County F.I.R.M. Community Panel Number: 510063-0115B Story) Sink Holes— No sink holes have been identified on this site. Open Space: See Londscape Notes (Sheet 2/4) Steep Slopes— Steep slopes are defined by the Frederick County Code as Building and 'Impervious Arco Coverage-. slopes +exceeding 15%. The area of steep slopes allowed to be disi.urbed Building Arco: 3.268.00 0 is 252. No steep slopes have been identified on this site. The overoge Asphalt: 22,677a87 sf slope across this site is 5.5X Sidewalks /Dumpster: 1,926.00 sf Woodlonds— No woodlands have been identified on this site. (The ite Total Impervious Area: 27,871.87sf vegetation is characteristic of the Old Field Succession plan coma unity.) � F.A.R.: Required— 1.0 Provided— .075 C) CL FREIDER09 coo W77-V9 MOM022 11 y6com "y uap I Go eB T Co co 00, 1 GJ ME to Yd4IR UP-13—V (DIP 10MMIM01 SHT. 1/5: COVER SHEET SHT. 2/5: VDOT NOTES CONSTRUCTION NOTES MISCELLANEOUS DETAILS SHT. 3/5: SITE LAYOUT PLAN SHT. 3/5: GRADING AND EROSION AND SEDIMENTATION CONTROL PLAN SHT. 5/5: CONSTRUCTION DETAILS GAL SPONSBLE LAND MSTURBER 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. 4 XLTH op 1 0 j C. WIS ZONING ADMINISTRATOR DATE APPROVED FREIDEMCK COUNTIVO MGMA ;p No. 021621 1 016 SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL NAL ..._ Y. pQ�G�'CG C�C�I 1V RLQ 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 ®rEmoll: pain tlew@mnsinc.com JOB NO.:0105029 SHEETo 14NOVEMBER2001 1/5 J VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 2 GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD do BRIDGE SPECIFICATIONS, SECTION 104.04-C. 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 UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO. LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. v5. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V6. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY, V7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK, V7, CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V9, THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION LSE SEDIMENT CONTROL HANDBOOK, SEC 3.02, FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. v11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. VI 2. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT ARES SHALL BE INSPECTED AND APPROVED BY VDOT REPRSENTATIVE 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 MARKED AND LABELED AS BELONGING TO A PROJECT WHICH WILL BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE CONDUCTED ACCORDING TO ALL ALL APPLICABLE VDOT STANDARDS, V14. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS, A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. V15. VDOT STANDARD CD AND LID UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSARY BY VDOT INSPECTOR. V16, THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S RESPONSIBILITY. V17 PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DESCRErION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. STOP SIGNS SHALL BE THIRTY(30) ONCHES TALL WITH HIGH INTENSITY SHEETING. THE BOTTOM OF THE SIGN SHALL BE SIX(6) FEET ABOVE THE EDGE OF PAVEMENT AND THE POST SHALL BE A MINIMUM OF FOUR (4) FEET FROM THE EDGE OF PAVEMENT. SIGN POSTS SHALL BE OF A TYPE FOUND ON VDOT'S APPROVED LIST. A COPY OF THIS LIST MAY BE OBTAINED FROM THE DISTRICT SECTION. CONTACT THE LOCAL VDOT RESIDENCY OFFICE WITH ANY QUESTIONS REGARDING SIGN MATERIAL AND PLACEMENT. V18. THE DEVELOPER MUST PROVIDE TO THE LOCAL VDOT OFFICE A LIST OF ALL MATERIAL SOURCES PRIOR TO CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS 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 BASES AND SUB -BASES SHALL BE PLACED ON THE SUB -GRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN VDOT'S `ROAD AND BRIDGE SPECIFICATIONS" (SECTION 304) AND vTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TEST. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. 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 PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION OF VDOT'S "ROAD AND BRIDGE SPECIFICATION"(SECTION 315). DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76, A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS, A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. V21. APPROVAL OF THESE PLAN SHALL EXPIRE THREE (3) YEARS FORM THE DATE OF THE APPROVAL LETTER. 15' * 34 0' 12' EX. MATCH EX. PVMT. PROPOSED ENTRANCE - 48 �" I TYPICAL PROSPERITY DRIVE POSTED SPEED - 25 MPH DISTANCE TO ROUTE 11 se 450'+/- SIGHT DISTANCE as 250' SIGHT DISTANCE • 250' ENTRANCE TAPER DETAIL NOT TO SCALE e INSTALL CG-12 RAMP AT THE DISCRETION TRAFFIC IMPACT DATA SOURCE: ITE MANUAL, SIXTH EDITION LAND USE: 720- MEDICAL- DENTAL OFFICE BUILDING PROPOSED GFA = 3,268 SF TRIPS BASED ON 1000 SF GFA: WEEKDAY: 3.268 X 36.13 = 118.1 TRIPS AM PEAK HOUR: 3.6 X 3.268 = 11.7 TRIPS PM PEAK HOUR: 4.36 X 3.268 = 14.2 TRIPS SATURDAY: 8.96 X 3.268 = 29.3 TRIPS PEAK HOUR: 3.63 X 3.268 = 11.9 TRIPS Y ZZ STREET APPROACH SAME A- 1 SURFACING AS MAINLINE (RADIUS TO BE AS ~ i SHOWN ON PLANS) C; � i.. _ - . ST'D Cc-12 - ; 1--:- ROADWAY C ARAOIAL COMBINA ON CUM AND GUTT I STY,. CC-6) (RADIUS TO BE AS SHOWN r3r; PLANS) r2'. B �J 4'SIOEWALK i ®tl .:ar.»: t EXPANSION JOINT -- - Ia I OPTIONAL FLOW LINE -- A,1 ,EIS$)ri CLASS A3°7n 8" CONCRETE -EXPANSION JOINT �.' ---__--._.- NOTE+ WIDTH "B" 2--0' OR AS SHOWN ON TYPICAL SECTION. t•+' MAl4l-WE ROAOWA� SECTION C-C PLAN VIEW M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. W4N THE ENTRANCE THE TURNING REOUM ENI �MITICIPAT T S EDD HEAVY 10' PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK A CUM RAMPSS THE LIMITS OF THE RADISHOL&D BE e MAX. EDGE OF SMOULDER OR x OPTION,. FLOW LINE LOPE CHANGE ----__- WVNLMC ROADWAY '----'--------_--_--- p ®---------- D INCREASED WHEN ST'D CG-It6 USED FOR ENTRANCES BUILT at CONJUNCTION W17H VDOT PROJECTS. PLEASE 8 } MAX SLOPE CWwGE- _ _ -•"� D _ NOTE THE FOLLOWING S'NlN 40' :FIR STREET I\ cOMECT T 2t)• ` D .Y..•K MNIEINE PAYEMEN7 SNA�� BE CONSTRUCTED TO THE RAW LINE l CEPT M!Y sSIRUCTE STABILIZATION REOUIFED FOR MAINLINE DE�UBLE FOR COMYER ENTRANCE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE_) SECTION A A ® RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D AND BEYOfDTTER THE R/W LLWEIEXECEPTT FOR TED REPLACEMENT PURPOSES. WHEN USED N CONJUNCTION WITH STANDARD ENTRANCE VQUME DESIRABLE ------- _ , CC-3 OR CG-7,THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE HIGH (MORE THAN 1500 VPD) 0 } 3 } MOUNTABLE CUM COHiIGURATION. SEDaA4 (500-1500 VPD) S 3 X 8 SEE STANDARD CC-12 FOR CURB RAWDESIGN TO BE USED WITH THIS STANDARD LOW (LESS THAN 500 VPD) 56 S 6 } * PLANS ARE TO INDICATE WHEN CONSTRUCTION 01 A FLOW LINE IS REOIIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLIE MAY REWIRE WARPNC OF A PORTION OF GUTTER TO PRECLUDE PONDW OF WATER SPECIFICATION ----- ----- REFERENCE METHOD OF TREATMENT- 502 CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA DEP,M1I4ENT Of IRANSPURTATIOh 91 (see note) \; i S �` 1• 00 6• Slone STANDARD general Dacklal (spa note) CONCRETE ENCASEMENT NOTE To be compacted to 95% of ASTM D698 rnaxarwm densely. TRENCH & BEDDING Figure 1 saewA back6l to dote; 6' 6' (tor valves 12• and target) GATE VALVE Figure 8 Note: this detnll 15 also used lot oulterly valves Ore SCI4e0ule 4U peel pipe i"a wan C-Crola w 3. and panted yesow 7' 1 B•aw � �t'-6' I concrete .- encaaamenl 3' BOLLARD DETAIL daanton or soang to Lis approveo poor to alltallauon FIRE HYDRANT ASSEMBLY Figure 9 Pad 1 .6• s9 x 6- doe; merenan" rotill swwel tee wan 6' branch tolm boars CONSTRUCTION NOTES 1, The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. Call 'MISS UTILITY' 2 1-800-257-7777 two days prior to any excavation, 2. The CONTRACTOR shalt have approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shalt be kept on -site at all times. 3. Cut and fill slopes shall not to exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. 4. Controlled Fills, A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as designated on the plans, B. Controlled fills shot( be compacted to 95% density as determined by methods per standard proctor ASTM D698. Density shot( be verified by a qualified soils engineer, C. Controlled Fitts shalt be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the existing ground surface, unless otherwise approved in writing by a qualified soils engineer. D, The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the some density as the controlled fill to be placed thereon. E Fitt material shot( be taken from approved borrow areas. It shalt be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. 5. Blasting is not permitted within 25 feet of existing utilities without owner permission, 6. Provide a separation of at least three feet from any site feature more than six inches above or below the elevation of the closest point in any parking area. 7. BENCHMARK, Top of existing Sanitary Sewer Monhote. Elevation= 759.30 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable, 9. Where plans call for matching existing pavement, the CONTRACTOR shot( provide cut joint or asphalt overlay as required to provide a smooth transition. 10. Alt property corner markers disturbed or otherwise obscured by construction are to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense, 11, Pavement construction and material items called for on the plans refer to VDOT standards and specifications. 12 Fire lanes shall be delineated as directed by the Frederick County Fire Morshat. 13. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off site construction activities. 14. The CONTRACTOR shall coordinate the retocation of the existing utilities with the appropriate utility company as necessary, 15. All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Department of Health and the Frederick County Sanitation Authority. 16, The CONTRACTOR shall provide tine painting as generally shown on the plans to delineate parking stalls and traffic patterns. 17. The Contractor shalt obtain a Land Disturbance Permit from the Frederick County Inspections Department prior to initiating any site work. 18. Add topsoil adjacent to backs of curbs as required to account for soil settlement. 19, Erosion and sediment control practices shall conform to the requirements of the Virginia Erosion and Sediment Control handbook and the requirements of Frederick County. FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority, 2, The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority. 3. The Sonitotion Authority maintenance department is responsible for the installation of water meters through 2" in size. Before o permanent meter is set, they require: 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between .18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/controctor's responsibility to have the meter box assembly installed correctly. .1 I... 6' mirnnwm- Ift machme nxwveaon Um'l METER BOX and COVER - -C• gaol- vale¢ - _ 9me vai- Irench botlon, 5 Doses 8 box undlsturp•d Bann- ` stone beading TEE, WYE, OR PLUG TYPICAL SECTION In qou of wood /amlng the filling may De wrapped win and 'denotes rend ,xCmawn 0 the In., B=ag51 uundlw&urb�d sot Thebearinggidlme s o,s against = ,2- mitt 1or 10' and cmaae, pipe '0' s 1a' unalelufbad spit $hall remain as Shawn min for 12• evu 20' pope sae chart Delow lot A. B. C dnnenstons CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS '6' mtntmum-� Pipe Plugs, Wyc & 1 t 1!4• 1 I . Dia. Teas and 22 1/Y Bands 45• and 90' Bonus A B C A B C A B C 6' I O' ,'-3• 0'-9' 0'-9• 1' 0• 1'-3' 0'•P -1'.0' 0-9• 17 1'-6' t'•9' 0'•9• V-0• v-6' 7-6' ,•-3' 0.9- I'm 1..7 t'•6' 1'9• 2.0' 0-9• 1,0• 2•-6• 3'-0' 74' 0- 3'-0' t'-3' 16' 2'.3• 1'-0' 3'-G 1'-6' 1'-0' Z-0' 18' T: t'-3• Fir t'.6' t'-3' 7.0' 3'-0• ,'-3' 4' 20' .9• 1'-6' 4'-0' 1'-B' 1'-0- 1 2'-0' 1-? 1'-6' ov n toes gc gxss are mbe ded ed in In a, im No9trtat RldckS BS = NO RODS EM6 QM.NI 12' A LESS 6 2 30' •\ 14' 20' 8 2 36' I F- V m I N ti t Clock in w vd VERTICAL BENDS slza ) n1la• I 22.1/2' 45, 1 90' alone bedding - G _ 13 1.1 2.3 , HRUST BLOCKS FOR VERTICAL 12, - UP BENDS SHALL. BE THE SAME 14' 05 1.2 2,11 5.5 AS FOR HORIZONTAL BENDS 1 7 3.9 7.6 16, 09 2.3 51 1$* 1.4 3.2 6.3 - 20• 2 2 4.5 7-8 - CONCRETE THRUST BLOCKING Figure 2 METER SIZE METER BOX METER BOX COVER 51e'tQl4' or 3!4' , sin Din. Non-Tral,c L432CPV4 TrNI¢ A:12MH T 1' 24 M Die. Non'Ttet6c MC-30 (Frame) WITH RML-1-T (fop Liu) Tielpc MC-30 (Frame) WITH RML-.12-T (Top luoJ 1 uttered 2'a 4- Wilt, top vaa*eo meter cover I set 2• above hn gtaoe Gaol ta- van" as raquaeo _ o s000ng tg -i corporation S,oP �,B!._,• 3' Delon$ .roster D FC.S.A. Y store � surrounding Dox mew Dox I anyll umc. ,m.r 45' 18' min an yoxvalvea II I Doll U L_ type K copper _� r ,.Dog, continuous MISSISSIPPI without loalts from- man to meta, 'avatar roan main 6'stone Deaarng METER SETTING PARTS kne Brie meter size Yee arrola Yoke bell valve angle &w-k vave expansion Wheel 1' SaftV4- Y502 BA94.224W NHCASi-323 TV & Cep' EC-23 t• 314' y503 BA91.3$3W & C84 34 HHCA91423-TV & 064.34 EC-23 I • 1 • Sao - BA94-444 W HHCA94.444-TV EC-4 Curb & guns, ti 4 0 Z LV W0 i� Z p 068 Z F O = Z J (n W 6 U U N 5 a . Z Z � c WPIS cr Z U 0 Z J J LnInU cr O t Lie U_ C < < W LLJ Ix U_ O fy- - ■ O J o N a 0r �(0 o O N 0)0) r- r, V 0 N cV N E W O J�°,L0 O > LC) 4) ,,, - - 0 O C c .� 0 Lid m O E p '0 O U QL 0 Z 0 C 0 ~ Ld 3 R N a° V) Z J L'J I :D r► V) O zZ O LL.J Fr ! �� J N C. LEWIS > No. 21621 M% { OVAL INSTALLATION NOTES .. DATE: SURVEY: 1. Exact IOCauon of meter boa assembly to De approved prior 10 lrsia9attorl 14N 0 V01 N A 2 Water sely" GOsang SU" shall De encased to 3' aw SCH40 PVC or M K SCALE: DRAWN: SUR21 plpnnJ The popntg Snell run uoru one tool Ueyorat sldowalk, across the 1 - 20' P L - P L C street. to one tool beyota) sidewalk I. X 1' TEE (T444-444� DUAL METER INSTALLATION C.I.: JOB NO.: 5/8"x3/4", 3/4' & 1" METER INSTALLATION NA 0105029 Figure 5 DWG: SHEE T: SP-sheet2 2/5 PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS SW 8 Oxydendrum arboreum Sourwood 21 /2" Cal. See Plans OA 13 Quercus alba White Oak 21 /2" Cal. 45' o.c. TM 37 Toxus media 'Andersonii' Anderson Anglojop Yew 3' ht. B&B 4' a.c. Plant size indicated are at time of planting. LANDSCAPE NOTES 1. Greenspace Required: 15% (6,534 sf) Provided: 36% (15,689.87 sf) Parking Lot Landscaping: Perimeter- (1) tree per 40' of parking perimeter required. 640't /40= 16 trees Provided- 16 trees Interior Greenspace- 5% min. interior greenspoce required 15,557,20sf (parking area) x .05= 777.86sf Required Provided- 11 % (1,680.10sf) Interior Trees- (1) per 10 parking spaces (48/10= 4.8 trees required) Provided- 5 trees Total parking lot trees required: 19 Total provided: 19 Provided headlight screen to block glare from shining onto Public R.O.W.'s and adjacent properties. Screening or Buffering Required: None (Same Zoning District) 2. 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. 3. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 4. All materials are subject to approval by the Owner or Owner's representative, Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements ore omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 5. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the pion. 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 some bed. Grade finished planting beds so as not to impede surface drainage. 8. Locate trees a minimum of 3 feet from walls or walks, if possible. 9. 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. Stokes shall be 2" x 2" x 72". 10. Use shredded hardwood bark mulch in all planting beds. 11. Remove all tags twine and containers from installed plants. Roll back burlap one third on all B&B plants. 12. Plant substitutions are permitted with consent from the Landscape Architect. 13. 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. 14. 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. 15, All existing plant materials shall remain unless otherwise noted on the Site Plan. 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 BACKFILLED W/ REOUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS. RIBBONS. AND TAGS FROM PLANT. REMOVE TOP 1/3 OF I BURLAP FABRIC AROUNI ROOT BALL. SCARIFY ROOTS ON PO'. BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT NOTE: CONTRACTOR TO REGRADE. SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2' HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 3" MULCH 3" SAUCER AROUND TREE -� 45' 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 do ROPE FROM ROOT BALL. TREE PLANTING SECTION SHRUB PLANTING BED SECTION 4'-0" SEAL MtX MIN. 45' 00 IR 0 v x.. UGG 1 C14 ,a 0 Ln W 0 LU I O X w 6 GD, w i• $ X X 90 I I X. SAN. MH RIM ELEV.= 759.30 INV. IN= 749.50 INV. OUT- 749.31 PR. CULVERT RT r_ES-1 AT EACH END 1 10' -15"m RCP O 3.67'% 1 " WATER LATERAL INV. IN= 756.42 INV, OUT= 752,311 3/4" METER I FIRE HYDRANT ASSY.(PAINT CURB AS DIRECTED 8" GATE VALVE 1 JOINT 8" PIPE WITH TEST PIT MEGA LUG RESTRAINT 20' WATERLINE EASEMENT 0- _7 - 0 5'R L.S. 10.50, / 15, 18.75' N A to $ PR. ENTRANCE N rn EX. UGE. EX. UGG TEST PIT TO LOCATE SCALE: 1'=20' OA VI a+111 /%'R PR. CONE. SIDEWALK 1.00 10.00' o Sw CG-6 4.5'R .50, 4. R OD 10 9.00' $ `� .... 4. R. HC. SIGNS-=- --c;` - MOUNTED ` $ TO COLUMNS PD 24.00' ®( j 00 PR. HC RAMP 20.00' 1 a)Un ® 8 4• g p14G1�S�0 20.00'39 ACWAt a#tw 6' WIDE CURB AW LA8 CUT FOR STORM WATER RUNOFF )9rs 757. 0 (SEE DETAIL- U 1.50 SHEET 4/4) - 84.00' oc a 4.5 15.50 - 5'R 0 - __-24.00' ..4 ' - _. _ 5.00' 0 sw g RIM ELEV.- 753.50 5.0 PR. STOW %wah1tER 01 15' 67' 21.00' ; AU M10E11ENT POW R. CONC. 141DEWALK INV. OUT- 751.28 MITERED END AS REO'D _ Swp RKINQ SETBACK EX. ELEC. CONDUIT 13.6 24.13' -EX. TRB EX. ELEC. CONDUIT PR. SAN. 4"4 SCH SEW 410 PVC O 2.00% MIN. SLOPE EX. $AN. LATERAL Fj. 94.72' 1 j W 37.72' �- 16'-15"0 CPP O .63% INV. OUT= 750.00 MITERED END AS REO'D EX. XFMR i ( EX. SAN. SEW. ILATERAL I 15"o ES-1 a U c 0: 0 W M 1,- .1 p € 4 wdW cp I ): U_ I 15"v ES-1 n L I a a O w I r X EX. SAN. MH RIM ELEV.= 739.51 INV. IN= 730.45 Ex. 20' INV. OUT= 730.36 DRAINAGE I I I EX. 40'-8"0 CMP O 1.0% INV. OUT= 737.10 \ EX. FH --- I ELEV.= 742.08 _ O 0 _S7PARK1 ETBA.K _OA 220.50' fV A O 0 f1, 6 eFATMWA • a 3 W g 20.00' 0 U ®_ PR. ASPHALT PARKING AREA 24.00' 4.5'R 4.5'R 5.00 24.00' 00' A Sw R. DI-38 w INV. IN= 751.78 100'-15b CPP O 0,50% 1V A O 0 cODn 40.00' 128.00' 31.00' Q 0_� PR.)OAR-L ATE- CG-R t t 2.50 - FENCK ....� 14.5� PR. DUMPSTER SEE DETAIL (SHEET: 4/4) PR. CONC. SLAB R 4.5 R OA 'R 1.00' 24 TM ®co 1 PR, ASPHALT U x I U PARKING AREA Z J (W W 9.50' ZI Z TYP 24.00' 20.00' a X ``' TYP. nl 1 1 OA 0 7,. R OA 02O( 0000 SW I PERMISSABLE PAY LINE CG-12 CONSTRUCTION JOINT PAY LINE CG-12 VAR. WIDTH SIDEWALK OR VAR SIDEWALK SPACE 4' MIN. '--N5xW BARS ! 12' C-C RADI& PLM MINIMUM CONC. COVER 1/2' t «5x8' BARS ! I2' C-C PAY LI g MIN. CONC. COVER 11/2' CG-12 VAR, WIDTH SIDEWALK OR SIDEWALK SPACE V 3 PERMISSABLE CONST. JOINT PAY LINE CG-1 TYPICAL ALTERNATE WFOR COMMERCIAL ENTRANCE RADIAL PLAN FOR USE (HEAVY TRUCK TRAFFIC ANTICIPATED) AT APPLICABLE STREET SEE STANDARD CG-13 SHEET 203.10 CONNECTIONS AND H J J a F-- w J t F-- i • Z Z � � W � s Z U 0 Z J m aau aW.0 0 Li. W <W U Ix O ix a- 6 ■ O � O N a 0 r- �(0 0) w N 0)M o V N � � C CN 0 ` C o W � o �� .J O 41 C .� C .O W MU)C_ 0 o- CL U) N ZC~L` +' () 0 0 3 0 W aN a° 4 MI RAMP FLOOR E z 3' MIN.! �1 Q' - - ~ W / SLOPES 12d MAX. = W PERMISSABLE + '' 7'-t0' CONSTRUCTION JOINT ISOMETRIC VIEW Z ol 0 Z VAR. NOTES SIDEWALK WIDTOR VAR., CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 1F PRECAST) WITH SLIP RESISTANT U SIDEWALK SP 4' W INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DECTECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAX. SLOPE OF 124. H 0 6' FLARED SIDES OF CURB RAW TO BE POURED MONOLITHICALLY WITH RAMP FLOW OR BY USING � PER14ISSABLE CONSTRUCTION JOINT WITH REQUIRED BARS. TANGENT PLAN A IF RAMP FLOOR 1S PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED p' SIDES CAN BE CAST IN PLACE OFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL OHN C. LENS � •7' WHERE ST'D CG-3, SIDEWALK AREA (WITH 7'-4' IS THE MIN. BE CLASS A-4. CG-7 IS USED, OR WITHOUT BUFFER STRIP) REQUIREMENT TO No. 21621 ACHIEVE A 1211 SLOPE REQUIRED BARS ARE TO BE No,5 x S' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 1r ST'D CG-2 7'-4' FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 11/2'. OR CG-6 1 CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT 4` CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE IN PLACE. `g9ZONAL 'G THIS ITEM MAY BE CURB/ CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURG RAMPS ARE INCLUDED IN PAYMENT FOR CURB/ CURB AND GUTTER. SECTA-A CAST IN PLACE OR ION PRECAST WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO O1 PERMISSABLE CONST. JBE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SLOPE 12-1 MAX CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, THEY DATE: SURVEY: M5x8' BARS ! 12' C-C ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE WITHIN THE RA.W. OF A _ HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETER SIDEWALK 1S EXISTING, PROPOSED, OR 14NOV01 PL-PLC NON-EXISTANT. THEY MAY BE OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING rr LIMITS OF EXPOSED LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ECT. VILL ALSO AFFECT PLACEMENT SCALE: DRAWN: L -.� -AGGREGATE SIDEWALK TREATMENT WHERE WIDTH OF „ , WHERE REQUIRED SIDEWALK OR SIDEWALK SPACE ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM, AND SLIP RESISTANT 1 =2O PL-PLC IS LESS THAN 7'-4' PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED; ENTERED, AND SECTM 8-8 USED BY PERSONS WITH NOBILITY IMPAIRMENTS. C. I': JOB NO.: CURB RAMP (CG-12) 2' 0105029 [PERSONS WITH MOBILITY IMPAIRMENTS] N.T.S. 203.09or DWG: SHEET `"SD 4-2°-9J SP-sheet3 3/5 PROJECT DESCRIPTION Preparation for the construction of the proposed project will include the rough grading of approximately 1 ocre of land. Grading operations will generate fill and cut material which should be utilized on -site. Existing Site Conditions The site is generally open with a mixed gross vegetation and is currently vacant. The construction area generally drains toward the southern most corner of the property. Adjacent Areas The southern corner of the property is adjacent to commercial property over the Prosperity Drive Right-of-Woy. The remainder of adjacent properties ore vacant. Off -site Areas During clearing and grubbing, the site contractor may transport off -site the residue from the wooded area. During eorthwork operations, the contractor may import or export materials as required to achieve final grades and specifications. Soils 88 & 8C Chilhowie silty cloy loam 328 Ooklet silt loam 6C Carbo-Ooklet silt loom EROSION AND SEDIMENT CONTROL MEASURES: Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed near the entrance from Prosperity Drive. The entrance sholl be maintained in a condition which will prevent tracking or flow of mud onto the public rights-of-woy. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trop sediment. All materials spilled, dropped. washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. Temporary Diversion Dikes will be installed in along the downstream perimeter of the construction area as port or the first measures of construction. The Diversion Dikes shall be inspected after each rainfoll and at least doily during prolonged rainfall. Any required repairs shoes be made immediately. Damaged, decomposed or otherwise ineffective barrier areas sholl be repaired. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed sholl be dressed to conform with the existing grade and stabilized. Block and grovel inlet protection shall be instotted at the curb inlets. These measures shall be inspected after every rainfall event and repoirs mode as necessary. Sediment sholl be removed from in front of the grovel when greater than 1 inch in depth accumulates. A temporary sediment trop will be provided in the southern corner of the proposed storm water pond. The trop berm will be constructed with on -site materials and will be seeded with the temporory seeding mix immediately after installation. The trop will be inspected after each rain storm and repairs mode as necessary. Rock check dams will be installed as culveft inlet protection at the upstream ends of culverts. Doms shall be inspected after eoch rainfall and at least doily during prolonged rainfall. Any required repairs shall be mode immediately. Domoged, decomposed or otherwise ineffective sift fence shol, be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remoining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stobilized. Outlet protection will be provided at the outlets of all permonent storm sewer pipes. The stone protection wit] be installed in accordance with the specifications and details on the plans. 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" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied 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 sholl be temporarily seeded and mulched. To coincide with the anticipated construction dotes, the seeding will consist of 50 pounds per ocre of German Millet. A11 temporary seeding areas will be mulched in accordance with the schedule included herein. All seeded areas will be mulched in accordance with the schedule included on the construction plans. Permanent Stabilization The contractor sholl stabilize all denuded land within 7 days after the end of construction. Permanent stabilization sholl be applied to areas that ore to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment tropping measures. The contractor is responsible for the temporary protection and permanent stabilization of oil soil stockpiles on site as well as soil intentionally tronsported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification -- Seedbed Preparation: a. Scarify top 1' to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/10009f) SEED TYPE RATE MIN. PUMTY(X) MIN. GERM.(%) Toll fescue 60 Ib.oc 97 85 Red clover 8 lb/oc 95 65 Ladino clover 8 Ib/oc 95 65 Nurse Gross-(seoson dependent) Sept 1 - Feb 15. Annual Ryegrass 12 lb/oc 98 85 Winter Rye 12 ib/oc 98 85 May 1 - Aug 31: German Millet 12 lb/oc 98 85 or Feb 16 - Apr 30- Annual ryegross 12 lb/oc 98 85 Mulch: 1.5 ton/oc smolt groin strove Fertilizer: 1000 tb/oc 10-10-10 It A VIEW LOOKING UPSTREAM NOTE - EXTEND ROCK DAM TO BERM OF SEDIMENT POND AND MATCH BERM ELEVATION TO PREVENT FLOW AROUND DAM. VDOT #1 COURSE AGGREGATE --\ f---CLASS I RIP RAP FLOW 4 ft. -- SECTION A- A CULVERT INLET PROTECTION ROCK DAM EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE (;E -- 3.07 INLET PROTECTION 0-0 8 3.08 CULVERT INLET PROTECTION -ROCK DAM 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET PROTECTION 3.30 TOPSOILiNG TO 3.32 PERMANENT SEEDING ps 3.35 MULCHING MU NCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Clear and grub site. 3. Strip, stockpile, and stabilize topsoil. 4. Construct temporary sediment trop and diversion berms 5. Perform rough grading of site. 6. Install storm sewer and inlet/outlet protection. 7. Perform final grading and site stabilization. 8. Remove temporary controls. BACK OF SIDEWALK BACK OF CURB L" A CURB INLET WIRE SCREEN OR FILTER FABRIC LA PLAN VIEW 2 SCALE: 1 "=20' CATCH BASIN 2X4 WOOD STUD CONCRETE BLOCK CONCRETE BLOCK _ -- PONDING HEIGHT OVERFLOW CONCRETE BLOCK CURB INLET WIRE SCREEN OR / 1 FILTER FABRIC CATCH BASIN ,2X4 WOOD STUD SECTION A - A NOTES: 1. USE BLOCK AND GRAVEL TYPE SEDIMENT BARRIER WHEN CURB INLET IS LOCATED IN GENTLY SLOPING STREET SEGMENT, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. BARRIER SHALL ALLOW FOR OVERFLOW FROM SEVERE STORM EVENT. 3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. CURB INLET SEDIMENT BARRIER E SEDIMENT BARRIER (STRAW BALE TYPE SHOWN) \ DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% Z OR GREATER rar - \. FILTER FABRIC SECTION A - A NOTE: SPILLWAY USE 5ANDBAGS, STRAW BALES OR HER APPROVED METHODS TOrHANNELIZE RUNOFF TO BASIN ASQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. 4r QO FL�OW FLOW ,y0 > a A A WASHRACK 2"-3" COURSE N AGGREGATE O MIN. 6" THICK C I 1 ly- 0 I Z DIVERSION RIDGE X 70' MIN: W NOTES: PLAN 1. THE ENTRANCE SHALL BE MAINTAINED iN A CONDITION THAT WiLL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR ENTE ONTO PUBLIC 3. WHENO WASHNc ISREQUIRED, ITSIHALL BE DONE GRAVEL ON AN AREA H CRUSHED SE THATRAINS INTOIUAN APPROVED OVED SEDIMENTR P CONSTRUCTION O4. R N. INSTALL SEDIMENT AATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT ORIGINAL GROUND ELEV. SEDIMENT TRAP CALCULATIONS SEDIMENT TRAP DRAINAGE 1.00 AREA ACRES SPILLWAY 6' WIDTH DRY 67.00 STORAGE CUBIC AREA YARDS WET 67.00 STORAGE CUBIC AREA YARDS 18" MIN COMPACTED SOiL (I !_ FLOW I I-f I( -I 11-III-i I I -III -I I( -III -I I f-III I f (- 111.;,11f,; fII III ;III ;1-i10-11.-1,1-1,, II, ,III -09 4.5* MIN. owl TEMPORARY DIVERSION DiKE DRY STORAGE 67 CU. YD. /1 ACRE DIRECTION OF FLOW WET STORAGE 67 CU. YD. /1 ACRE ILTER CLOTH (EXCAVATED) ELEVATION "COARSE AGGREGATE LASS TRIP -RAP "COARSE AGGREGATE SHALL BE VDOT #3. #357. OR p5 TEMPORARY SEDIMENT^ TRAP/ ROCK DAM DETAIL OUTLET (PERSPECTIVE VIEW) to 8 S W Q G CL W r W Z U Z W W ZCr cr W CC Z U�� CZ �� J 8 m m U a� W Q W W I.L, ■ O o J " a � � 0) � " r 0 � U w " to IC_ . CV to 0 VC_o0� C LU J o>v�°' O C 0 W t7] O C � a . a� 0 a N Z0 C ~ W Z V QN a. n NLTB F C,� OHN C. LEWIS a No. 21621 k I ONA'6 DATE: SURVEY: 14NOV01 NA SCALE: DRAWN: 1 "= 20' PL-PLC C. I.: JOB NO.: 2' 0105029 DWG: SHEET: SP-sheet4 4/5 4 \-,)'N,t 2,Z2, 14' / , 1.2' 6" DIA. STEEL " PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 18" 0 CONC. �0 FOOTING - 3' DEEP W/ WELDED HOOPS (2 TOTAL PIPES) PNTD. PER OWNER SPEC. FENCE (SEE ; 6 DETAIL THIS SHEET.) e o PLACE 4"x4" POST FLUSH BEHIND o BACK OF CURB. N 6" CONC. SLAB W/ 6"X6"X10/10 WELDED WIRE MESH oe DUMPSTERS BY OTHERS . 4" STEEL COLUMNS TO SUPPORT GATES (2) 6'-8" GATES 121( TO MATCH FENCE m v w O BORE HOLES IN CONCRETE TO v ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED m POSITIONS U w O Y U a m TRASH ENCLOSURE N.T.S. \0. CANE BOLTS ATTACHED TO FENCE CONC. APRON TYPICAL CURB CUT DETAIL N.T.S. i E DGE OF GUTTER I I 2x4 TOP RAIL — I ( 1 x6 BOARD,-� FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) I _--- 2x4 MID RAIL — Rl 8'-4x4 POST ® 8' CC I 2x4 BOT. RAIL ATTACH RAILS TO POST PR. GRADE W/3-10d(EA. RAIL) 6e TOP OF CURB -� 12" DIA. POST HOLE, FILL W/CONC. 1 ( NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. II ( ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. U FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 6' GATES SIMILAR. PROVIDE GATE LATCH AND CANE BOLTS. PROPOSED FENCE DETAIL NOT TO SCALE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL STONE AGGREGATE TYPICAL PIPE BEDDING DETAIL WATER MAIN AND SAN. SEWER PIPE NOT TO SCALE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE NOT TO SCALE p I- 3A - 3B - 3C , A , B- S mmDo ers&aoom, R`GC to be obeed rn oll area odlac en cHt1—w 0". lobe It- - I, It orevenl re flemem on on onpb of so•30 atom Lt�•ltsi E•oona,on Jo1 wene1h•eeArcn wuMlWo $.A.MOtto" /0aeoe•e c•o EmJahf- el Bock of 5,61.d*- For deloilr o1 Inle, Fromt a Cee« 1^ 1_ e.s cf ate Sr'c IC-2 ,• - - FE Abr F wn 3 f.. . 1 T_ i • «.r 1 _ I _ 6 +• +v,!- ie-e II Trw i B Ll A• �' Srw rrr amcw ��.yy,J--1--,- J--L-.4 3.J-.7_ 3-J•-1 J--1--4 a-J--NOSE DF7A45 wnb, c.acs corrl,ol .b.n. n.wa c«Yt... CwcsConnor JCnn.;rn Inre+rei Gr.etlr•rPLAN t'o.10'Mor �Nole TMt ato hOyOhl bt oorrb'rn .rcnM. alloYoh onl, toevb m cerb om wlr«� �' Nrs E e•�I.u—� e F SO �S•_OJ .� - -- .-�.."Y• 8 — -y z,�t, D•� SECTION 8-8 - Ib,ne urr,. JYnr A•,• o +� Tj ------------ TM• Ai. ase�l moil M wee @_..rncc-1 acc-� sre.eerelFRONT ELEVATION iroe a rose aa,l anal ee..d eeN--_J I6NI« .wweef . ..m CG-7 B C4-6 srsne..w az Hore.a aem 1'e,arrseN, .erohae ro a reore A M e the lvem IM a h,phe, Iho YNl,I 07 In! dull«I DWe n the wlefn ro •mn l.ene,r Morer,01 We" I + M s. OI Inr slr,rehr•e,m! M.lrr d� the enutlN! Sl,al be inoDld Mln Cern,nl hN, .�,h ri'r i2 eletiit hore.ore I �«e.wo -n« N e o- b o-ev<nl sloMrq m 00^d'^+ OI r•OIlr n Int ,rretrare lb cbrc 1/• •Mean d vvFernr•e sl«I ,. NOIeA Sloneore Meta rwr W ConalrK rte w,m tonatrr nrm �• C„ �,r� •" esecs n ot[OAdK! .rm the Otlo,h Y.o.n m ms, Im ".e. snao.na span Ix ,nch,are ,n Inr n�c< a;d rm In! unxlsre s•nr sw D 01,1c n, —bet. brN b Sbnderd 01-9 DI•MB bre.er, cbMeneherto Ieml, It, e•�-t +•-� e• 9re St ter e,me w,. any a.Mnrb rol Ilo.n wr rMU 20l Y evlsra el nrecler, �:a•� DI -SA DI-38 DI-3C -- -- SECTION A -A r I-- L -1 - L -___7 I- c-------1 1 1 FM rrre M ,o+r I f•. wr r. p„e•r tlelh «M, tow ,,.e.rrr. s, • 1- r•-d--1 Mr r"vIM T rr.e w •••n n b er Y,w•r M � ..n Sbtlre •ten ISI iN nrr a v'I•I's,1 Ere fYone M «FNrbn TM '"ll'dim-sion sho.n on the slondords oro ,eetitew on me Bons .rll be s'e�""•' "�• 'n�"0 • • r .•ew « "' ^' w a n..r• w •«•,err• DETAIL WHEN USED mfo•Wee Iron me m.ert O1 Ib Dalton Dlv! to Mt M of Ib tbrK Wre Plpn -H- r drmen,ms are o cw,rn o rsa IL7 e,ll, w ran cws. N town w elrr ADJACENT TO CURB Ovo.,mel! v"Iel' let •el"rorlrl+ Wros"s one Ina at wo, e,mens,vna WITHOUT GLITTER ,tun Mo•ler turned to rrK conlra<lor Iron hem conemons. ��^ �^s•' •.•e. •-C'ss.�.o, was rr MNi n rt .. ,hwr r• e.nrarM Thh n«+,ror n. w.a.,l"u•r ,a r.t. Sheet I Of 2 STANDARD CURB DROP INLET , SPECIFICATION 12" 30" PIPE MAXIMUM DEPTH (H)=8' REFERENCE _ -- VIRGIAN TATION 302 104.09 TRANSPORTATION a 5'-9„ PER PLANS - 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) TYPICAL CONCRETE SLAB DETAIL NOT TO SCALE `P B 100 YR = 753.80 10 YR=753.42 2 YR= 752.44 A STND. VDOT GALVANIZED STEEL DI-1 GRATE - PR. 16'-6"0 PVC ® 0.63% 4,-2" 4'-2" 5' OR PER PLANS *PROVIDE 2% MAX. CROSS SLOPE ON ALL SIDEWALKS. 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5' Min, CLEAR) -- TYPICAL CONCRETE SIDEWALK DETAIL NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 54.5' -- (OR AS SHOWN O� PLANS) *PROVIDE 2% MAX. ' CROSS SLOPE ON -;-*�-•r-,,;+ ALL SIDEWALKS. EXP. JT. MAT'L 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1 4 WWF (1.5" Min. CLEAR', - TYPICAL SIDEWALK CURB DETAIL NOT TO SCALE 6" Z 6" 13" 7N CG-6 COMBINATION 6" CURE & GUTTER (SEE VDOT (CG-6) ROADS AND BRIDGE S- ,NDARDS FOR ADD'L INFORMATION) 6" 71 n2' 6" VAN ACCESSIBLE SIGN --I 13 CG-6R 6„ 2r- COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE A PLAN TOP OF BERM=754.50 3' 1 1/2 1 � 2 - ° 1 * 12. . 9° 7� :, 1e q artiy ar.� 3000 PSI CONC. MITRE PIPE END TO MATCH SLOPE SECTION A -A INVERT OUT=750.00 TOP OF GRATE=i53.50 6" 0 SCH 40 PVC PIPE 12" LENGTH 6" INVERT=750.20 15" BARREL INVERT=750.10 SECTION B— B BASIN OUTLET DETAIL NOT TO SCALE 10'x6'x18" VDOT COARSE AGGREGATE N0. 1 STORM SEWER PROFILE SCALES: (H) ' " =50.0, A (V) I' 5.0' 7651 7 PROPOSED r ?ADE EXI TING GRADE 7551 7551 7 750 I 50 100'-15"0 ;PPOO.50% RIP RAP i 10'X6'X18" IDOT COURSE AG . NO. 1 { ,74 45 74 w 40 O J^ V ! _ U a r, k� r u F_ Z Ld ^w CL _j ty� 00 W 00 U-) QLp OO + > Z O II Z ZZ ZZ JO ZQ�I` 0JO ZOf F- Z w ►'� CV �- ujQ Ln Z W xUw r wUw 10+00 11 +00 PER PL In 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, 2 4" WIDTH, 2' CC,- 45' ANGLE o S W 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, LOI.ISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS '+NITF- 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 RES&VED RESEIZVED P AIRKINC PARKING MOUNT SIGNS TO BUILDING I AS SHOWN ON PLANS. (SEE SHEE` 2/4) BAN ACCESSISI lOM-A 'S.A t0�-AWr 201K J JAN HC ACCESS . i E SIGr, SIGN HANDICAP SIGN D ETAI I NOT TO SCALE 2" SM-2A 8" 21 -A COMPACTED SUBGRADE —y-= I +I - I„ ON SITE PAVEMENT DETAILS I•,')T TO SCALE STORM SEWER PROFIL SCALES. (H) I" =50.0' (V) 15.0' PROPOSF3 GRADE EXISTI 4, GRAD 75: 75; C0 AL GAS 75i 11 '-15"0 RCP 67% 75( RIP RAP O'X6'X18" DOT OURSE AGGI NO. 1 F.� w J Q 0V)5 Z UJ cy- .P s <w U c, t Lo -.j8 0 U 3CNe U L L�.d w O a ■ O ■ N J M E a .11 cn yrr w u, U) u I .c N N In c0 E � Y o® u u". Lc) a) O 'D c v °'a 11J °° N _ N N — L L 7, U O u v z 0 LLJ QN r" L w 7 74(l -j w z ! oZ w { r■rr► � � ► U C I L r ! IT 0 f. z JOHN C. LEWIS uw c. No. 21621 J d _i �SSJONAL ' - m N W 04 W O + > O + > z Li DATE: SURVEY: " 4NOVO 1 NA w Z-L ZZ :D -'� z - O cc SCALE. DRAWN: rn 00 r wQ �►-> NA PL-PLC z X wW � Uw Ln r In r C.I.: JOB NO.: NA 0105029 DWG: SHEET: 10+00 11 +00 SP-sheet5 5�5