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Home My WebLink AboutSDP200700122 Plan - Approved 2007-11-19GENERAL WATER AND SEWER CONDITIONS GENERAL CONSTRUCTION NOTES FOR SITE PLANS GENERAL TOTES - 1. Work shall be subject to inspection by Albemarle County 1. Prior to any construction within any exisd% public right-of-way, including conuction 1. ACSA to size all water momServiceAuthorityinspectors. The contractor will be responsible to any exisungroad, a permit doll be obtained Ecom the viegirda Department of Transportation 2. All aigru WIN nquire separrate permits under 4.1 S of tree Zo.ipg Ordinance.for notifying the proper service authority officials at the start of the work. (VDOT). This plan as drawn may not accurately reflect dw requiranents of to permit. 3. Structures stunt be constructed and upwolsd in aceordeme with Table 401fin rssistan<e ratings - 2. The location of existing utilities across the line of proposed work are not Where any discrepancies occur, the requirements of the permit shrill govern. of atrrxdrr+e elements of thea SOCA Basic Hulldhsg Code.are not necessarily shown on the plans and where shown, are only 2. All paving, drainage related materials and construction ms&ods shall =*rm 10 current approximately correct. The contractor shall, on his own initiative, specifications and standards of VDOT unless otherwise noted. _ - - 5-89.0' locate all underground lines and structures as necessary. 3. Errosion and siltation control measures shall be provided in accordance with the approved - 3. All materials and construction shall comlpy with general water and en+osion control plan and dwil be installed prior to any clmb& Veft or other cadhvction. sewer construction specifications as County logos and disthn bed areas are to be fixtilized, seeded and mtnlcthed. The maximum allowablespecbytheAlbemarleCoun4. All s Service Authority on Jan. 15, 1998. slope is 2:1 (horizontal: verdeal). When reasonably obtainable, lesser slopes of 3:1 or better 4. Datum for all elevations shown in national geodetic survey. are to be achieved. CK OF TgA5. The contractor shall be responsible for notifying "Miss Utility" (800)552-7001 5. Paved, rip -rap or stabilization mat lined ditch may be required when, in the opinion of the - - -RUNEbr Cl 016. All water and sewer pipes shall have a minimum of a1 of caner measured from Albemarle County Directorof Engineering, or the Director's designee, it is dearest necessarythetopofpipe, over the centerline of pipe. This includes all fire hydrant lines,in order to stabilize a drainage channel. service laterals and waterlines, etc. 6. All ft& control signs shall conform to the Virginia manual for uniform tragic control devices. , _ - _ 7. All water and sewer appurtenances are to be located outside of roadside ditches. 7. Unless otherwise 389.5 , off 'H'y , _ - _ FENS / \ - - 3$ / ^ I xrioted, all concrete pipes shall be ninfon ed concrete - Class III. _ 000 _ E _ , 8. Valves on deadernd lines shall be rodded to provide adequate r for the S. All excavation for urndrgr+ohhnd pipe installation must cortgri3+ with OSHA Standards for the C E' HTA / ` - / i SIc op dow 6, HIGH CHS p W\ / / F valve during a fixture extension of the line. Backflow prevention devices will be Cu on Ind ry (29 CFR Part 1936). tom" .., ! RE'f / t- I / On domestic water lines. . T / / 9r X,6, s () t / srl Z g3, h20° 6' 11" -' i / f F WC)" -LOT 'D' ONLY, - -- PP sa3 ,ems - / ©-- , / , / / / , , - , , _ _ \ . , 3 , , '= _ _ _ SCOPE S.200 Ole 390. ' ' ' i ' / / -- ' ' - / ' / ' ` W 4'R. ! / / /// / / / / i // 91O E / A / // / 4.5 / / / / BRIDGE ' / 1 8.00 S'RN 86 .; IME IRON f //• /// // 90. / 14'CO PAD)//// iJ SET 389.9' aSLOPE/ H MAS Y ENCU / - ROOF DOWN 25 , r 1 .\// / / IL 3897 ,\----N I I / cdr14% 0, 2011L 10, NEW TYP) ( 1)OF(3 PAVED All AREA \ // j`` / \•.. I // / ! / X\/ ThANSFORMIM or/ / / / / // \ ' TAX MAP 77, PARCEL 40-02 (LOT D) LOT" \ \ 20'R,/ / - OT \ / /' / / DB 274-70 a \ Tit. OUltlp / ,782.53LOT LOT ` \ \ ? ' / / TING 3 OWNER: 615 CAMI LANE,LLC9,793.33 rr l BUILD (Cd ON Tim Sl) \ 'rf /i / , ` ! NON-CO I[BL STTBLE \ \ ti \ / FF = 681 l AMENDMENT TO FINAL SITE PLAN ekiFOR BROADWAY COURT, FF -379.0-1 _ /l \ \ \, / 0 SFB* NG/ / / / ALBEMARLE COUNTY,VIRGINIA 5,120 SF B \ ( q fI1 9C1.F.R LtUGHOU7) / i ,,r / TAX MAP 77, PARCEL 40-026 / .(14) ARJ3NG SAA ! SHEET NUMBER 1 OF 9 ELBC'TR1C / x;264 SF 1P.lRBHOUSi; \ / ry •+^ _ _ env / / \ r' ( 1) HC SPACE 1-21-04 WITH2HRFIRBIi ILL_S.IR!!31 11 !''o /' / \ 'ti. I • TNORat1NDTBL. \. / THIS PLAN IS FOR ENCLOSING THE LOADINGtt)d SP.IZ`S DOCK FOR BUILDING 4. NO OTHER2. / (1) HC SPACE _- \ ti / PEDEaTAL / / . / I 5'R \ M / \ / %\ ,'` / CHANGES ON THE SITE ARE PROPOSED. is Bii lltD, L.L. / i (( / \ / o / THE EXISTING ROOF AT THE LOADING AREA WILL FUTURE - . \ \. ( REMAIN. THIS ROOF WILL BE EXTENDED AAs METER / \ I TO COVER THE ENCLOSED AREA. 1 / / / / Il / \ 5 \ / I ' // METAL SIDING TO MATCH EXISTING SIDING 1 ! / ! ! / / / \ / \ / / ON BUILDING 4 WILL ENCLOSE THE I ( i / ' ' y, - GAS / EXISTING CONCRETE LOADING DOCK. o49 / I A SLOPING I' x 30' CONCRETE FOUNDATION WALL 5 N,\ l IWILL OF THESOUTH LOADING EXISTING SOUTH FACE 1 1 1r • - 1 K. 1,328 SQ. FT. WILL BE ENCLOSED FUTURE `r '' 1 / / ! VA S OF VMGIMA, INC. AS NON-CONDITIONNED SPACE - \1 RELOCATE POLE/ \ / ! ! 1 OAS ME= IN 9d1-94 ANCHOR WIRE / -3 6' /// / / / ` a•0" ( l / \ \ \ 1 l LOTS' 4 &5 P.P. # / / ! / // / / /l 1 FUTURE DB 866-306 PLAT L04e / I / k r \ l 1 TRANSPORTER / 6 W -TAXaUP 77-40L) I ! Lj 1 LOVA Tt_IJ-T-[_JR-E-- l/ % `,` 17,524.40 SP 1 ! ' 1/ G3 • / ,25,260.88 SPW TTI.. n i W1 B{Illl)11NG 2 I 1 ) 10'-0" PARKING SE ACK 4.5'R/ / BUILDING I Box / ' (NON- B MATEWAL) I i/ *-- 5,120 M.H. 3T•" / / ^ ( (N COMBUSTIBL9 MA7EUAL) / IFF - 374.0^1'J7"Q' _ _ / . 5120 SFBiIILDEfNGFF = 3/7 t.o' , / ' / ' TAX MAP 77, PARCEL 40-C21,856 SF OFFICEBLIIDG. / + CJ Pi:.AN1ilING DEPT. DATE r O AREA BI ER THAN 4 300 n ! jSA 3,264 SF WAREBOUSE , I LOT C (VACANT) G sF a 2HR FLRBR'ALL tsaPARA ' iii77H 2HR FIREWALL SEPARAT vA9 / t / - DB' 274-70 11) PAUING SPACES l / / / (12) PAAKM SPACMES 1 HC SPACE l ,t' st' X11 / (1)$ O (1) HC SPACE i t,, i ZONING DEPT'. DATE Owner is EDNARA LLL.C( / `ti `wP is EDiIARDlL.L.0 CIO, I I 4 641 GoAs METER ENG DEPT. DATE B PETAIMNG WA / / ! O 1 1 \ / 1181L X.) \ ( ! ! / ` \ \L- . . - - - \ - - - - - - - - - - - - ELECTRIC METER 50' BUI1I%G SETBA. - \ \ oe- r / I Ort Po R INSPECTIONS DEPT. DATE y r I PA 1 , 14' X 14' C&CRF TE PAD) / r (1 20PAD) 6' HIGH t,1ASONRYENCLOSURM), r - - LOSURE) INOROUND - ONC. AMUTMEN//! \ _ _ 5'R \ \ 4 - - ATA TEL. Box I ACSA DATE O REM?IN / , // l \ TRUCK BACK L I 2 , r FIRE MARSHAL DATE POW$R POLE I \ - - - 440 o IRON \ - ---- -- - - SET - - _ ------ E _ - -,-- 1 Arg i >CS MAIIib D B11'GH - -EXL DAVM- T0ISE 1NSTALL1iD 0- aELEC.&POWERCo. may21" /'- --J s -- - -_- -- -------------------t -- UNnmtWLWrrx 1J6 MON NO RECORD EASEMENTFOUND) W / ?EX PAVED / 32 / / 30'R / _ - P 1 D 1]C! CEL -2 - - -- - - - - - - - - 1 P hw. sEPARATw Tv G / G G W ---- G OLIvm eta PPM/ G G / w 1 - P 0 EXIST. s" WL BROADWAY STREET VA 111 S `a' SIGHT DISYjlINCE EXCEEDS 230' r- 60' R/R9 DB 675-327 PLAT "\' BRO.IDI FAY / FRANIruN 24'PAVE4ff-W` \ I X.205' BENCHMARK LOCATION USED FOR SURVEY BY ROGER W. RAY & ASSOCIATES, INC. 05-05-03 RAILROAD SPIKE BY POWER POLE (TA -20) @ S.W. CORNER OF CARLTON & NASSAU EL. 400.431' 56' EASEMENT DB 675-326,327 PLAT DB 475-164,169 PLAT G G -- - G G G PAVEMENT 1N ROW I G G \ 8" 21 \, 2.5" BM -25 A 1.5" SM -2A 1 1 1 MANHOLE NUMBER DELTA ANGLE RADIUS ARC LENTH TANGENT CHORD DIRECTION CHORD LENGTH C 1 220 48' 11 " 408.40' 162.54' 82.360 S 440 13'06" W 161.47' C 2 220 30'46" 408.40' 160.47' 81.280 S 440 21'48" W 159.44' GRAPHIC SCALE 11f=20' 0 20 40 60 RA RHETT ARCHITECTS 416 EAST MAIN 3 MEET, CHARLOTIM91A VA 22902 TEL -434-M 4600 FAX -434-%3 4654 EMAIL: Rr1t@NHETrAftC HrfS S.COM S a>• LLI C- s C W v REVISIONS TITLE SITE PLAN SCALE 1" = 20'-0" SHEET NUMBER / DATE SP -01 OCTOBER 23,2007 DO NOT SCALE DRAWINGS. REPORT DISCREPANCIES TO ARCHITECT.