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Home My WebLink AboutSDP199700067 Plan - Approved Final Site Plan and Comps. 1997-06-02a 0. Z NOTES Lighting used to iiurninate parking areas shall be arranged or shielded to reflect light away ftorn adjoining residential districts .and, away from adjacent streets. Lighting spillover onto public roads and properties zoned residentially or rural areas shall.not exiceed one -hall foot candle. 2. Location And Design Of Any Proposed Signs is To Be Submitted Separately Arid Treated As An Adaiendment To This Plan. S. Do Not Scale These Drawings - Use Dimensions Shown Only. Bring Any Discrepancies To The Attention Of The Engineer. It Is The Contractors Responsibility To Field Verify All Dimensions. 4. All Curb Radii Are 5' Unless Otherwise Noted. 5. Trash Pickup Is To Be By Private Hauler. 6. This Site Is Not Within The Reservoir Watershed. e7, This use is subject -to the regulations of 5.1.13. 8. Storm drainage easements shown on the final plat titled Subdivision Plat showing Parcel A", dated April 21, 1997. 9, THE BUILDIN IS A S STORY STRUCTURE APPROXIMATELY, 46.0' IN HEIGPIT GENERAL NA TER AND SEWER CONDI TION53 1. Work shall be subject to inspection by the Albemarle Coun,ty Service Authority inspectors. The contractor, will be responsible for notifying the proper service authority officials at the start of the work. 2. The location o existing utilities across the line of' the proposed work are not necessarily shown on the plans and where shown, are only approximately correct -_Tide contractor, shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall Corlinly with General Water and Sewer Cons ltruc-t. ion Spec? ficalt ions as adopted by the Albemarle County Service Authority on January 210, 1983, amended July i, 1989. 4. Datum, for, all elk'evation shown in National Geode -tic Survey_;, 5. The contractor shall be resposible for, notifing Miss Utiltiy" (1-800-552-7001'). 6. All water and sewer pipes shall have a rTiimimum of 7 3 feet of cover measured from the top of p i p e, over the centerline of the pipe, ,This, includes all fire hydr,an,t lines, service laterals)- and 'wat,erl ines, 'etc. 7. 20' wide easements, centered on the pipeline and appurtenances shall be dedicated to the Albemarle County Service Aut,hority, except where the line is in a public road right-of-ways or an access easement, in which case the access easement Shall also be dedicated as a utility easement. a. 3' mimimum separation required between water, line and,, storm sewer culverts or, 6" separation when waterline is insulated. Use 1/2" thick Therma-Cel Pipe Insulation in Yx 4' sheets as manufactured by Nomaca, Inca or equally approved by Albemarle County Service Authority. Insulation to extend 5' beyond centerline of culvert in both directions or 5'.beyond ends of culvert when parallel. 9. Touch read meters are being used by the' Albemarle County Service Authority. To accommodate 'these meters, metel- lids will require a 1 3/4" hole taped into the center of -1--he lid..! Blind taps or plugs shall be provided to prevent debris from entering the box prior to me -ter ins-tallat-ion: 10. All water and sewer appurtenances are to be located outside of roadside ditches. I. Certification that 95% corripaction is obtained shall be provided for all fill areas under water and sewer lines and appurtenances, This certification shall be signed by a Professional Geologist. The certification shall Mate the exact area that the certification applies ta. i2. Valves on deaden'd line shall be rodded to provide adequate restraint for the valve during a future extension of the line. PA VEMENT SPECIFICATIONS (lowlMum) TRAVELWAYS: 8" Aggreg6te Base Material (WITH PRIME COAT) 2" 220 t; PSY Asphalt Conc., Type SM --2A PARKING BAYS: 6" Aggregrate Base Material (WITH PRIME COAT) 2" 220'4PSY Asphalt Conc. Type 5M -2A DLIMPSTER 'P 4,D: 5" Plain Portland Cement Concrete W1 3" Aggr. Base (21A) COUNTY OF LAND USE SCHEDULE c/o Mr. Th i 10 Best SHEET Cheyenne Investments, Inc. EXIS TI NG SITE CONDITIONS P.O. Box 12196 3 Salem, Oregon 97309 CONTRACT PURCHASER: BEFORE SITE PLAN AFTER 0 OREN 4:t 3.624 AC -1 100% 2,204 AC. 60.87vt LEGAL REFERENCE: Tax Map 60-132, Parcel i SOURCE OF TITLE: 0•8 i458 p.170 MAGISTERIAL DISTRICT: PAVED 0 AC. 0% 0.850 AC. 23.73% DATUM: U. S, G. S SOURCE OF TOPO: Albemarle County Topographic Maps BI-JILOING 0 AC. Ow, 0.520 AC, 15,40 w TOTAL 3. GZ-4 AC. 1007. 3,624 AC. 100% Hear 20' PROPOSED USE: The purpose of this plan is to provide for the construction of a 126 bed assisted living adult hoffle AL .E DEPARTMENT OF ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLAWS REVISED., March 1, 1992 I Prior to commencement of any construction, within any existing public right-of-way, inc-luding,,,connQction to any existing road a I permit for said construction 'shall be obtained from the Virginia Department of Transportation'(hereafter abbreviated V.D.O.T.) 2: All paving and drainage,related materials and constructi,on, methods shall conform to current specifications and stanidards1ofV.D.O,T. unless otherwisenoted. 3" Erosion and siltation control measures shall be provided) in accordance with the approved erosion control plan and shiall be installed prior to, any clearing, grading or other construction. A. All slopes and disturbed -areas are to be fertilized, see.,ded and mulched. Maximium.all6wable fill or cut slope is 2: 1. Where reasonably obtainable, lesser slope-- of 41:1 or, better, are to be achieved. 5. All drainiage inlets shall have a'2 -inch local depression. 3. Paved, rip -rap or, stabilization mat I Ined ditch may be r-equired when in the opinion of the Albemarle Coun ty Director of Engineering, or his designee, if it 'is deemed necessary in order to stabilize a drainage'.channfil. 7. Al_ traffic -control signs shall conform with the Yirqirta Manual for. Uniform Traffic Control Devices, latest e.ditAon., 8. Unless.otherwise noted all concrete pipe shall be reinforced concrete pipe Cla,ss ITT. 9. All excavition for underground pipe installation.must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926) In addition to the above notes the following statement must be included on all sithe plans Wh ich require V. D O. T. approwa I The statement must be signed by the, developer of the proper-tty prior to tentative site plan approval, We the undersigned developer(s) understand that appfr,oval of this plan by the County of Albemarle does not riec:essarily indicated Virginia Department of Transportation (VD(OT) approval of the plan, Approval of the p Ian by the (County does not in any way relieve me of my responsibility in obtaining final VD0T approval prior to the issuance of building permits and/or, certificates of occupancy, DEVELOPER DATEE. BENCHMA PK INFORMA TION Benchmark Is Located On The Right Front Bonnet Bolt Of A Fire Hydrant Located On The Northwest Side Of Crestwood Drive Elevation = 615.85 U.S.G.S. DATUM Yqv A14k Z_w/41 Dept.Of Planning & Conmunity bev. Virginia Oupt, Of Highiwayal i J Dept. Of Engineering Virginia Dept. Of,Health t'4A dept. Of Zoning V -Albemarle Co. Service Authority tAY, J Firn_official SI TE DA TA 0 W N E_ H: CCAT2 /University Limited Liability Company I c/o Mr. Th i 10 Best SHEET Cheyenne Investments, Inc. EXIS TI NG SITE CONDITIONS P.O. Box 12196 3 Salem, Oregon 97309 CONTRACT PURCHASER: Manor House of Charlottesville,L.C. SITE PLAN c/o Kenneth J. Newell 0 Manor Homes Retirement Centers-, Inc. WU 7201 Glen Forest Drive, Suite 100 Richmond, Virginia 23226 LEGAL REFERENCE: Tax Map 60-132, Parcel i SOURCE OF TITLE: 0•8 i458 p.170 MAGISTERIAL DISTRICT: Jack Jouett ZONING: R-10 , WITH PROFFERS AS LIMITED 3Y jlkf,4 CD THIS PROJECT IS 'NITHIN THE A.I.A. (A'IRPOIRT IMPACT AREA ) DATUM: U. S, G. S SOURCE OF TOPO: Albemarle County Topographic Maps Roudabush, Gale & Assoc., Inc, (Field Topa) SOURCE OF SURVEY: Kirk Hughes Associates / Roudabush, Gale P, Assoc_ Inc. SETBACK REQUIREMENTS: Front 25, NOTE: THE BUILDING SETBACK SHALL. ALSO BE t7r Side 15- 45 FEET FROM ALL RIGHT-OF-WAYS DUE TO PROPOSED BUILDING HEIGHT Hear 20' PROPOSED USE: The purpose of this plan is to provide for the construction of a 126 bed assisted living adult hoffle THIS PROJECT WILL HAVE THE CAPACITY FOR 155 BEDS ;HOWEVER, IT PARKING WILL OPERATE AT ONLY 126 BEDS,_,4-!5 umlr o -eY S SCHEDULE: 126 BEDS (Ft) 1 SPACE/ 4 BEDS = 32 SPACES REQUIRED 67 SPACESAREPROVIDED (INCLUDING 3 HANDICAPPED SPACES) VICINI T Y MAP ISCAL'E: I" = 2000 066' 21 1997 BUILDING CODE & ZONING SERVff,, V1 TABLE OF `O EILEGEND I Light (E.Xist.) SHEET Storrn Structure EXIS TI NG SITE CONDITIONSExistingStormDrain 3 Proposed 5-torin Drain SHEET Existina Plater Line SITE PLANProposedPlater .358rVIce 0 Existing Sani tary Sewer WU and Manhole Proposed San. Sewer Latera_? 066' 21 1997 BUILDING CODE & ZONING SERVff,, V1 TABLE OF `O EI SHEET I COVER SHEET SHEET 2 EXIS TI NG SITE CONDITIONS SHEET 3 OVERVIEW SHEET 4 SITE PLAN SHEET 5 WATER &SES°IER PROFILES WU 6 STORM SEWER PROFILES G H E,ET . 7 DETAILS SHEET 8 LANDSCAPE PLAN REVISIONS lq - 96 JAN, 31, 1997 FlIqAL SITE PLAN) MARCH 24, 1997 Minor Amendment) APRIL 25 -1997 MAY 2 1997 GO- -FNG-QQMM&NT-S) JUNE Z, 199 DATE NOVEM8ER 11, 1996 4__ C:) CD cu LLJ Or CU a) J CD , CD Cl Cr_ r) W CD I rZ J CZ) C) Z Ur CC t7r M_ J LLJ UJ rr r -r Cr Z 0 0 r,r LU J LU In Cn rr Lli Ui U LIJ LI n co r_1 Z Z LLJ REVISIONS lq - 96 JAN, 31, 1997 FlIqAL SITE PLAN) MARCH 24, 1997 Minor Amendment) APRIL 25 -1997 MAY 2 1997 GO- -FNG-QQMM&NT-S) JUNE Z, 199 DATE NOVEM8ER 11, 1996 SHEET' I p q FILE -NUMBER NO. 7739 UVIL.PRO 4__ LLJ Or a) J r) Z t A 0'. W W Z Ur CCcc LJ_J Lli LLJ UJ rr Cr Z 0 0 LU LU J LU U LIJ 0 cn D n Z SHEET' I p q FILE -NUMBER NO. 7739 UVIL.PRO f Cu sg f w CD M z c CrW U3 00 ME r i LLJ w Lr- Ir r -D sg f w CD z Lli Mr U3 00 ME w C. Ir r -D 71 I Ll 1 0 A T FE HAIRCH 24, 1997 SCALEE 1 tt 0 CONTOUR iNTE RAL. FEET FILrE NUMBER NO. 7739 SHEET IAf EP0.510v colrP06 !racv w z 0 W rWEC y{ u H. z i0 of u Lj A m x FILrE NUMBER NO. 7739 SHEET IAf EP0.510v colrP06 !racv i h r r i FILE NUM BER 5. r.. f 7739 gyp.- r•:e. c.. r NO f g' i p y- p z _. T t,i i;i"!"` •t'7f1111I1 iTi'171 1 660 - R=362.00' A=140.58' I Aitho EX 6 32 59.82 72 LO 1p - rloo . X All p t 0 A wil rl,jv-ljce jrdflital-y 0 0Sewer ator 20 SN." EMU OXA Pkli 0 01 CPA Ab y^`• - q 7 BUILDING CODE & ZONING '3ERVICEStInvV= d . ....... xy 9. SHADING DENOTES EXISTING SLOPES f/I?g Akl THAT ARE ?5%. OR GREATER 41 y) GB-,- ... ..... .. GRADING NOTES: Lo A IRLANE NOTE A: ALL FILL MATERIAL TO BE INSPECTED AND COMPACTED ASFENOTE: DIRECTED BY QUALIFIED GEOTECHNICAL CONSULTANT. SEE SHEET 7 FOR S 3;- FIRE LANE DETAILS. o -j NOTE B: COMPACTION OF DETENTION BASIN EMBANKMENT (FILL) RIDANCE WITH (ASTM) SHALL BE MINIMUM OF 90% IN ACCO D-1557 AND WITHIN 2% OPTIMUM MOISTURE CONTENT. MAXIMUM LIFT HEIGHT OF MATERIAL SHALL BE 8 INCHES LOOSE THICKNESS. IJ CD C) CD cn r Ld D j C42 -i LLI ci cn L 0 C) CD cr C:) cnr cy-i u Z Lu 1 Lu LE 5 W 75— 11-0 uJ CL Lij m Gi i E co M 2 rl,jv-ljce jrdflital-y 0 0Sewer ator 20 SN." EMU OXA Pkli 0 01 CPA Ab y^`• - q 7 BUILDING CODE & ZONING '3ERVICEStInvV= d . ....... xy 9. SHADING DENOTES EXISTING SLOPES f/I?g Akl THAT ARE ?5%. OR GREATER 41 y) GB-,- ... ..... .. GRADING NOTES: Lo A IRLANE NOTE A: ALL FILL MATERIAL TO BE INSPECTED AND COMPACTED ASFENOTE: DIRECTED BY QUALIFIED GEOTECHNICAL CONSULTANT. SEE SHEET 7 FOR S 3;- FIRE LANE DETAILS. o -j NOTE B: COMPACTION OF DETENTION BASIN EMBANKMENT (FILL) RIDANCE WITH (ASTM) SHALL BE MINIMUM OF 90% IN ACCO D-1557 AND WITHIN 2% OPTIMUM MOISTURE CONTENT. MAXIMUM LIFT HEIGHT OF MATERIAL SHALL BE 8 INCHES LOOSE THICKNESS. IJ CD co D 0 Cc C:) j rr Z Lu 1 Lu 75— m FILE NUMBER 7739 uvii . PIRO SHEET 4/8 i LdI- 11 m i I : 1 0i I , y 1 : ! u 6 i i i W .Q - i (-) wi I ul I- J U) V I I y 1 o 1 j j] C) 1 1J, > ur i Z. te w I C, :D - .. V) 0 0 4:. ,L F'—!-- - -—, - . i p I- 1 1 ___ I i iIi1i I I i I i I I I i I I i L; I i L" I 'i U 0 ,- I u W , bJ _ _J U) "o I,- LL < < 0 0 ' W — Y 1 r , 0 Z. "I (-' , 11, i rj ne L. I j D I I V) 0 0 z z 4- I -!-- r 11, L_ 11 I I- Ffl_ -- r-, l ___ It- i-- --t_ F4 F-1 I 1T- 4- I II F - T I 1 I . I i - T__ f- r- ---_r_ I-- F --- It f i . i I-- I - T_ T_ 4--,---- 1 __ i- 7_ I - r---. I _,__4_ I IT __ __ TI I - I T_ 41'_ 7 17_ 177 __ T__ 11 4- ____ I T i I r- II T_ I i I __ - ___ r I tt1___ t__ j- i L_ Ii 1I i ___,, 1 I __7_ 7-- T- I t- 1 -7- i_ I i4- r- FF i I T r_ 1 I 1 7 ___ A_ I 4-1 t IT - 1 I 77 I i i I i 1 i I 11 - I - T_ I 1 . 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I I- I- t__ I T- 7 I I- t, - I --- I Ir- i- T I r- 1- 7 1:: I I T_ F r- - T_ I - - l I1 F-1 T I I i- 1 i 7I I - r -7 11 I I i I I I I Ll 71 I - II I --- Ir__ , I -_ F" r -I, it___ i t- i T_ I I T r- i i- I I I t- I I r- i 7- I I- - 711 1 I I 1 i 1 l- F: r-= 1 - I I I - I I i I I i .. - I—- i L - - ____ I : 4- i i I F_ I I l*_T1I i- I I I i L__ r- II I 7 r_4__ I- r- i __ i 7_1 I r- i I II 7 - I I 4 - r-- --T- -r- - -1 4- 7- - I I 7_ --t- -_ - — f I --I -, I i r- I 4- I T_ - I- 1 1 - T 1 , I r- __ 1 7i 1 j : I . t- - 4-- I - 7---- i 1 -- -" I I I - I I - I II i --- I- i i i I I I 7 r i ; I I - 1 l- - - i I i I - 7- I - I I I- i Ii4- FI_ I 1 i : I HE t_______ I i I f ,- 'i T-- I 4 7 11 I I - r----J- I - 71 I M---,----------.---------- WATER I7 I SEWER PROFILES I JAN. 31, 1997 : j 1.1- --'--"'!'--,. ----,-.__.,_,-__ t-- I1 1 --r-- i __ I F- L -1- t I 7- 1 1 , j ___ 1 - I - I i . 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I 11 i i , 4- 4___ i III L I i I 4 L I Ii I i r I I i- I I i 171- i -_ r____ I i - p 11 I 7-F T- I - 14 I I 7-- I1 i I - : I I , I i 1 , 4- _,__ - I --- — I - I-- I - - T I . t__" -1 - 77 ___ 1 . ______,__ j + 1- I , I + t - - I t I ItI . . , L_ .1 I - 7- - F-1 I I F- i1-7- I I i 4- r-- I -'-- T- 1 I t- l- I I i I . i --- I--- I Ii F_ - 11 r I I F_ I I i i T_ 7- I-- T f__ r I- r r II II TI I 7- I 4-- I I H I - F- l 1 - ff 7 4- II - 1 i __ F-7 I 11 1 7- I I- r- T-- I I I 1 I 11 i i j I 1 1 _ - - 7- I I F- f :: i - I- - i FFF 7- I 1- I i 4- r - 1 I I t- 1- T_ i r- L_ IT IT- i -- I I,- I : I L r i I T-- L r, II - j- 1 -- I 4- t r 7 1 I 1 I7___ 4-- i 7- t__ _T_ 1 I l i 4- I I . 1 i II 7 I I i i 7F - i_ --- - - I i I I - I- i I I 11 . I 1 i I T_ I i - 1 I F i r i t-- T - __+ I - I i I L I + i iI i T - I I I j i iI 111 - I - F T I I r - i II __ i I - i I 1 - I I 1 I i - I L_ ! II t__ . - I I I 4 I . i 1. -1 t__ -- 7_ I - I i I I 1, - - t1 - I Ic : I i --- ! ILL I __+__- --- ! _. 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I 4- 4- 4- I i F_ -- 1-- i - i - I 7---'- t- t- 4- 1 I L r rI I I 7 I 1 7 I 4- IF_ i I 1 T I i H, 7-- I- 4-- 7__ T i i Ii i T-7 7- Ii T_ t I - I - I I--- -4- ,- .- - i I 4- i 4-- - -- - -- 7 I I - - I--- __ I - - - I I T___ I - I T__ T_ T_ i 4- I i .- I ; I : I I Ii l II T - T- -- I i 4- I -1 1 - --I-- i I : I i 1 i - L_ i Ii I - I t - I rl 1 t IIi I , f -- i1 I - I I f- II I - F IiI - i -- I i-- I 1 -_ i T- r- i I- T__ 4- i I I i- I j I _ I i i Ii 7- I I I I - .- i I I I - i I i , j I --- I , _ - -_ -----I 11 ____ - -- - i 1+ 11 . r I I J ! 1---+-1_- ____ I i i I- I . ! 7 _ - - - I I i 1 I I 4 -: --- I i I - , - i I I 1 ----------- -_ i ! 1 I I 4 - __! . __ - I I - 7 - - : j II : I I I 1 T'- f_4 -F__1 I -i 1 r- 1 i 1 L_ I i 1 I I— 7 I . 4 7 ,-- r - I I ff I- I I i I i i - III - I i i . I i I 7 4_ II 1 I I I - II-- I i 7 I I I I T 7- I 1 - I , _ T_ 1- l 1 F I ; f--------- T- I i- I - 4 - I 7 i r- T- I -- ii ____ I rl-_-i- - t-- __ I .- I _ rI -_ -_ __r - , I I 11 -t- I . 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T --- - E L - _,__- 1 - I I I _ T i - - - - - l s I iIii , d 4 I - -_ -_ -- - T I ; -1 I I _ II- , FI 4 r: _ 74IFITi_ t-- -, 4- - i E11I- 11-1EE, f1 i _T_ - i II- T -F kil, I i I 11, T+--Ht+t4 4- r_r w_LL_1___ I H4_L±ET_F i I L11 -M _ r-1-r_Tr-rf-- I---- 4EL41 11 - 11+ E. t- F I Lj__1j I ji L I 1-1 " LIE I I I q 11± I I -LLJ LL I I I f I rI i - I 1 F I I I I I i I I L. LL 11 I II L [__ h --,---- I I I i E- FI I ! i 1i __ F I 1_1F i i I- II + - I I : i " I : ,, ! ! - 1 -1 I _L_ i i_-. L -i-: _jI- - — - I I I HIGHWAY FEDEIRAL AID SHEET I I I PLATE 3-IFULL CROSS SECTION-rUL.L LINEI I I 11i'TELEDYNE I I PRINTED IN U.S.A. I'll ___ -- 1-1— — ____ ____',_______ , .— I I I , . 2 : r, - 1 " : z , N INFORMATION ON 10" INLINE 101004A REFERENCED ON SHEET 4. CARL M. HENS'HAW D AINA ?RODUC'TS, INC. P.0. BOX 429 POWHATAN, VA. 23139 l q4 Z.- 2.4- 1) WATER TIGHT ADAPTERS AVAILABLE FOR ALL PLASTIC PIPING SYSTEMS SEE 0?i'OSITE 510E FOR MORE INSTALLATIONS Ir1I1i.1i( urt.t.. I r.un.t. hruiJu I ttlr Br in `+trin• V V 010" 10" Dine Draim i r Heavy duty PVC bodyI CAST Cast iron grate IRON Watertight adaptors for GRATE 4".6 ' or 8'. pipe i R Adaptors to fit SDR -35 Sewerrr PVC A-2000 Corrugated PVC! BODY Ultra -Rib PVC, Corrugated Polyy r-1 i WATER TIGHT ADAPTOR I - Od "yK3 St Od SDR -35 SEWER ULTRA -RIB PVC A-2000 CORRUGATED PVC CORRUGATED POLY 4' ID1004G- X 101004A 101004N- 6- 101006G X ID1006A 101006N 8" 101008G 1010080 i ID1008A 101008N Product Code ID1004G - 10' Inline Drain with 4" SDR 35 Sewer Adaptor material. Adaptor Code SDR -35 Sewer • G U -Type Rolled Rail Steegradient DISTRIBL-TED Ultra -Rib PVC - U more passing the No.200 sieve and has a PI of 13 or less. tit A-2000 Corrugated PVC • A Corrugated Poly • N e 78Lbs/F-t at points about a city block apart. Underdrain runs must not 103 .153 exceed 1,000 feet in length without discharging into the storm Yt[JSh s+Gi lM.IWK• . 1407'E' PROVIDE 'r2 " EXP,4"5/OA/ JOIAI TS FOR I ,4LK5 4DJ.9CEUT TO CURS/,UCr OR 8U/,! D/rt/Cr. U.5E Y. D.O. T. UD -3 FOR W,4L K5 ADJACEk1 T' TO CURBS. TYPE 1-3Vz" EXPAN1510 V J011,17' cOucrETC '/4 TCX7LED 0' O.C. M'/u. ;4//7'9 COVC. WA u GouTROL JOIUT PREA404DED EXP,4AJ5101,1 1' O.C. F/ CCPRir WIRE 106,51-1 Ml,V. C01IPAC7 jED U GR.AG?E OR PER UIJDERDR,',411V DETAi CONCRETE SIDEWALK DfTAIL NO SCALE This portion to be deleted when sidewalk is adjacent to curb or Sidewalk curb and gutter with no buffer strip. W+2' W *_ Slope 1/4":1'-- Roadway 1. Slope 1/2":1 D ` —Slope 1/2":1' to QIu let Pipe No.8 or No.57 Aggregate Desirable) UNDERDRAIN OUTLET 4",6" or 8" pipepp 12'" 2" MARKER DETAIL Filter cloth drainage fabric 1000 1000 1000 4"x8" x1)/32" Min. Steel 1000 1100 Aluminum or steel rivets ororMin. .;080 inchT'4' Concrete Aluminurn;Plute. -bolts compatible with post 1500 material. Sidewalk underdrain is to be used when the sidewalk longitudinal U -Type Rolled Rail Steegradientis3xormoreandwhentheunderlyingsoilhas34% Post at 1.353 lbs/ft.,orormorepassingtheNo.200 sieve and has a PI of 13 or less. aluminum (alloy 6063-TSidewalkunderdrainsshouldbetiedintothestormsewersysteme78Lbs/F-t at points about a city block apart. Underdrain runs must not 103 .153 exceed 1,000 feet in length without discharging into the storm Steel pcosts and plates,ta be painted or galvanized in drain system or into an open drain. The length of run may be accordaince with the spec. If painted, the final coat increased up to an additional 1,000 feet if 8' diameter pipe is shall bea No. 13 aluminum point or No. 11 white paint. used in the downstream 1,000 feet section of the run. 6 FEET FROM THE CURB LINE. D;} a Marker to be placed, :i outlet end of all underdroin All pipe to be 6" unless otherwise noted on plans. installations barring locotions where underdrain is E)) tied into) other drainage structures or as directed by Engineer. LONGITUDINAL PERFORATED PIPE NON—PERFORATED OUTLET PIPE Type of Pipe Crushing Strength LBS/FT - W.T. 4" I.D. W.T. 6" I.D. W.T. 8" I.D. Vitrified Clay 1000 1000 1000 Porous Concrete Wall 1000 1100 1300 Concrete 1500 1500 Corrugated Steel 1500 0.52 0.64 Corrugated Aluminum 0.48 As haft Fiber 0.60 1200- 1400 1700 Smooth Wall PVC 103 .153 205 Corrugated P.E. *• AASHTO M-252 AASHTO M-252 AASHTO M-252 Type of Pipe Cruslhing Strength LBS/LF ---- W.T.. 4"' 1. D. q- W.T. 6" I.D. W.T. 8" J.D. Vitrified Clay 1000 THE FOLLOWING LETTERING SHALL BE MARKED ON THE PAVEMENT NEXT TO 1000 1000 Concrete 15500 D;} 1500 1500 Corrugated Steel A SIGN SHALL BE POSITIONED AT THE BEGINNING AND END OF THE FIRE LAND 0.52 AND AT 75 FEET INTERVALS THROUGHOUT OR AS DESIGNA'T'ED BY T'i-IE FIRE 0.64 Corruatg ed Aluminum As holt Fiber Smooth Wall PVC Smooth Wall PE 12?00 _ 103' AASHTOD M-252 0.48 153 1400 _ AASHTO M-252 0.60 1700 205 AASHTO M-252 Wall Thickness (min) -Inches. Wall Thickness (min) -Inches. Coiled tubing allowed in 4" diameter only. SPECIFICAPM REFERENCE 232 STANDARD SIDEWALK UNDERDRAIN 7001 VIRCtNIADEPARTMENTOFTRANSPORTATION 108.03 0 1 Z" SM- ZA ASPHALT/C CO/CRETE- 4 " Z74 AGGREGATE 57_OUE 5U.3tGRADc ASPHALT DETAILNOSCALE Yellow Curlblune NO PAR.K.ING FIRE LANE Lettering Min. 12 " in height Yellow Curb'Iline Z r4 ts. f I,#* Lettering Min. 12" in height 3/8" BORDER NO PAaKIliG FIRE L/iNF 1 TOTING ENFORCED FIRE LANE 1. CURB AND PAVEMENT MARKINGS A)) THE ENTIRE CURB LINE SHALL BE PAINTED WITH YELLOW PAINT. B)) ADDITIONAL STRIPING MAY BE REQUIRED BY THE FIRE OFFICIAL. C)) THE FOLLOWING LETTERING SHALL BE MARKED ON THE PAVEMENT NEXT TO THE CURBING: NO PARKING FIRE LANE. THIS LETTERING SHALL BE CU Cl YELLOW AND A MINIMUM OF 12 INCHES IN HEIGHT. D;} ALL PAINTS USED SHALL BE YELLOW HIGHWAY TRAFFIC GRADE. 2. AJPPROVED SIGNS A) A SIGN SHALL BE POSITIONED AT THE BEGINNING AND END OF THE FIRE LAND W AND AT 75 FEET INTERVALS THROUGHOUT OR AS DESIGNA'T'ED BY T'i-IE FIRE t OFFICIAL. B}) WHERE FIRE LANES ARE LESS THAN 50 FEET IN LENGTH A SINGLE SIGN LIJs POSITIONED IN THE CENTER IS PERMISSIBLE WITH ARROWS POINTING IN BOTH J U) DIRECTIONS. C)) SIGNS SHALL BE MOUNTED ON A POST AND MUST NOT EXCEED A SETBACK OF 6 FEET FROM THE CURB LINE. D;} THE SIGN SHALL BE POSITIONED WHERE CLEARLY VISIBLE TO TRAFFIC. SIGNS C71 SHALL NOT BE OBSTRUCTED FROM VIEW BY BUSHES, SHRUBS, ETC. E)) THE SIGN SHALL BE A MINIMUM OF 7 FEET FROM THE GROUND TO THE BOTTOM OF THE SIGN, UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL. 3. SIGN LE RING AND CONSTRUCTION A;} LETTERING ON SIGN: NO PARKING FIRE LANE OR NO PARKING FIRE 0 I LANE TOWING ENFORCED. ARROWS INDICATING THE AREA DESIGNATED MAY BE REQUIRED. B)) RED LETTERS ON WHITE BACKGROUND WITH A 3/8 INCH RED BORDER AROUND THE ENTIRE OUTER EDGE OF THE SIGN, q) LETTERING SIZE SHALL BE: J NO PARTING - 2 INCHES LLi FIRE LANE - 2 INCHES TOWING ENFORCED - 1 INCH W.1 ARROW -1 INCH D) SIGN SHALL BE OF METAL CONSTRUCTION AND A MIN. SIZE OF 12 X 18 INCHES UNLESS OTHERWISE APPROVED BY THE FIRE OFFICIAL. Yellow Curlblune NO PAR.K.ING FIRE LANE Lettering Min. 12 " in height Yellow Curb'Iline Z r4 ts. f I,#* Lettering Min. 12" in height 3/8" BORDER NO PAaKIliG FIRE L/iNF 1 TOTING ENFORCED REVISIONS MAY 1 199' CO. EMG. COMMENTS) DATE APAIL 25, 1997 SCALE 17OUR INTERVAL R~ Z LIJ f° t cr F -a CU Cl In 0 W CD Cr_ t 0LSI J LIJs J J U) W0 F_ LLl W J C71 C. CC 0 IL cc cc LIJ LLJ J LLi W.1 Z REVISIONS MAY 1 199' CO. EMG. COMMENTS) DATE APAIL 25, 1997 SCALE 17OUR INTERVAL R~ tI LIJ f° t cr F -a F- 77 I'Z LIJlJ LIJs J CC 9 1 s e W J W, SHEET 7 Ill FILE NUMBER 7339 I SCALE 1"= 40' 40 20 1 0 40 80 m 31CALE !N FEE'r c QUANTITY COMMON BOTANICAL CALIPER HEIGHT NAME NAME CD 15 COMMON Celtis 1.5" - 1.75" HACKBERRY occidentalis 6 PIN Quercus 1.5" - 1.75" OAKS Palustris 4 WILLOW Quercus 1.5" - 1.75" Z -4 LLJ OAKS phellos it ALLEGHENY Amelanchier 4'- 5' SERVICEBERRY laevis 11 DEODAR CEDAR Cedrus deodara co 4'- 5' I SOUTHERN Magnolia 4'- 5' MAGNOLIA grandiflora 2 FOSTER Ilex attenuate Ljj-1 4'- 5' HOLLY Fosteri" LIJ —i 21 LEYLAND Cupressocyparis 4'- 5' CYPRESS leylandii A, ti L t,cffj 1111pt0 56r, 6 prow Inlet0fop6,79 7.9; J0rr 62. 00' R=288. 00' 4a A= i 42LqWEX. 01 1-27 9 pop Inle LJ s T6,p 666,2 —0 1659; 4Jw41R='45. f T0 r, 0 J7 J o DATE MARCH 24, 1997 SCALE V' = 40' CONTOUR 'INTERVAL 2 FEET 5 FEET FILE NUMBER NO, 7739 UVIL—OV.PRO SHEET CD 01 011 CD M Z -4 LLJ Ir, m - Cil co CE cf) cri cc LU Ljj-1 LLI n- 2 LIJ —i DATE MARCH 24, 1997 SCALE V' = 40' CONTOUR 'INTERVAL 2 FEET 5 FEET FILE NUMBER NO, 7739 UVIL—OV.PRO SHEET