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HomeMy WebLinkAboutSDP000000010 Plan - Approved Final Site Plan and Comps. 1976-04-12\ \MN / -B \O / ONC PIERS , MH / -A I e" -z'. B" I e' a. 3. o,. I .. .- \ \ 6 ;p I,_- DITCH TO EXTEND TO NATURAL DRAINAGE - - - \ BEN MILLER J �e AS SHOWN ON SHEETS OFFS /TE DRAINAGES UTILITY PLANS A" s W I roNEB B -, � sEEa�sir£unLlr>< : B PLAN FOR SEWER DET L \ "' :'; / -'. X .. F E PLdN EXIST MN - �, /NV 43� D ZBR /CK B/ F°a2a -1 CArCP"BAS /N CN BN2 � ? 0•, � /� / / I /. � /q , rov 43s z T - -� Ewo R, BBf3 S,B' /,2JW69 °5 0� aProNi ° y.b ^I U L S/L rAT /ON ,eo a. oc ; eASIN ! CONCRETE DETAIL , / I ^3o'W;6 B.2B•I I -/ ` `e a .'. � 4 OU3J02 • - ' • _ - _ I , - W a , � _ � tee, :.'..• .. -,� -'. .:: � ._. , Tfno, /.. ; •.; \ / I � I / V _7 © SITE BENCHMARK NEdc„ A, N n /o2ry ' POsPs LAR BE£ CATCH BASIN DETAIL a I 1 I I -- - - _ "- ti �WQ ST/LCING POND 450- ., , / /� � - , _-- ____ -___•� - 'emu �___ -_ ���___ __ _„ _ - _ Sr /CLING -T_ l / _ a - , _ \ �n M1Ni 3-C,L =6_ �_ \s _ __' -- �-�/ _ - _ w ✓T 1_ 1 �'.._ III \ ` S I ' • • , �' - 4Eo -____- zzvz^ PIRE NroRdN _ vdcvE _ \ A L _: -� - -- - -_ -_— Bee M✓TEE B.. - \ ! - _ .pi WL _ i 1 i +, _ - - -__- - -- �\ �D E'R483.34 / / -_ m �// RESERVED FOR O R - - - - - -— -- — _— -- WdW a " _ NV419 / Ail2 - ago �. I 1 / B a6.J . _ I \�. V / P4 /" /' ,, wl°�.I' � OF 38, L=B• - Mipe4BJ ` o w � y _ Bor)ERasLe am4ex4�¢• •. e ` —DEVEL OPMEN ol N� / � �v 1 I I �I , / / I l � -"_ _i ��_ -- - - - -- 90` •;� \V 1V A 1 �� yc � �B.6 MJL � 1� O i \ \ \ I I I l � I /' - ' - i - VALVf, .1 B' � \\. \ ' 14 i.- .491.8 I.aF1• Pe N 3. a0. \ I / 20 roP4sx / / J Y � SAO•. I ' � ' / I I I I I I I I I / / -4s6-. I ' F e' I CBq DOUBL% �° \ \ 1 w ul i� III II I 1 /J1 \ \ \ \ 4°' R� -'A 1.1 x. • Is B. yc 15, SAN' `''E MH1 3A �`� - S/Pj.Rva-1X \ 1 I 1 tl \ \ \\ �\ \ \ - f- •I LET aeY G '� - m 4 -1 \ � t CB /OOUBLEI I 1 1 \ \ \ \ � � \ � \ \ \ \ '.. `\ I m I 9 X .t,\ j ,�•• �k. ' � 4e�6� L -6' 1 1 \ �D/ -3B, L,. /O' \ I 15 'SAN SEWER £ASE r roa4aa.a ` x 1 V` s \ m \ \ 1 / 1 \ I \ I dd \ \ � \ � \ %� \ \ \ \ \ \ I I I 1 '1 .L ,_ - Ces M✓ rEE � IDY bYld ;485.0 36 m /O '�IPFq -'� `\\ \ 1 1 i \ e - // " . -- < rm'„`' ' ° INLE1a15'9 CB(LHU 41, µPRING BOX 4. j / yN" cxv4ers _ -- BU µV EB4o2.ee /'/ I '\ / / BB L MVE / yA I I 1 I I ry�Ii / R/P RAP rO BE PLACED IOAOEPTH I OF lI "a GM1YATER , b - - - - -- \ \ \ UH138 II MH \ I,^ : � v / v APO • •. " -_ _ I 1 _ I � EaB.re' _ I TOP 452.0 \♦ \ \ l� \ \ \ \ - - -_- -_ - - __ - _ i � I N " vv v v - - - - - - - - - - 90`` STILLING POND DETAIL v v °.. v v v _ 6 TN 4 `� QI 3DF T90 PIPE Br OTH 5 \\ \ \ Br6 M✓TEE VPP9.4r WP 1 I TT 3. B. 9 B•oI SAN. S. \ \ \ � - -- 1.; -'� " � \ 6 To BIREOT TAIPF/0 is. � }k GRdvmcavE \ \ 1 - - � ' b b x - -- - - - -- /- - - -_ -_ —4.0 \ \ \ \ - -. a YC SANS / SoO• \ MH9 x I jJ.rew I PLAN ` F t \ I PROPERTY OF OTHERS -1 \ 3 /a I/! \ / I 0 4 �P 0 63/ CORP. \.'.. L /M /TS SHOPPING CENTER \ _ 1 ' TO WASHINGTON D. C LOCATION SKETCH APPROX. SCALE : I" = 2000' SHOWN FOR /NFORMAT /ON ONLY L E G E N D 3M'urERAL \ i a6 500 IBN B l _ - WM v m v I DETAIL SHOWING CONE PIERS ,•rdv I•T.aE •B'cGPPEB ® --0� - _ .. � o _ IL - - - - - - - - - - - - - - - ` � —B' / as m �. G EXISTING CONTOURS - - -sco- STORM WATER CATCH BASIN ■ 9 SIGN ENEBAL SPECS FGR WA ENL /AY CONN, $ \\ \\ \ \ - _ -- y�er .wrE UCS .61r avrxNi Eo6r mEnL,wdrLEm. FINISHED CONTOURS — soo - -- STORM SEWER MANHOLE / O +oNE SERV/cEp/IM°G/TY ANB 9NLLCpVFMAI TO,S�E[s: U \ m o E Yq" WL PiPEASA -AYL50 n u c x n t s s ctass2 q/. x A T E R P / P E EXIST[ N G SPOT ELEV. SOD. STORM SEWER L I N E WATER CONNECTION DETAIL ELEVATION A s/e PYLON /' / /' sao. qs',, N- s °TniR8 APPap10PING SLyE 'aitlnnHCSLU i. ctASS 258 mn+vuaN.gV✓axne FINISHED SPOT ELEV. I °_0 SANITARY SEWER MANHOLE p6L - za p7AP GVALyE AsA -dsLe cEBrxrMORraauN/NG CONCRETE SURFACE 7•,\"O" SANITARY SEWER LINE ° D, ' S5_ PPIN CAEHL ES.c ss 200 Afr M✓, W /Nq -- Gf/T>ER �� .1 BJ ' ° DIRECTIONAL FLOW LINE A VXYEBOYES CAST,NRy SG/EW rr3 - TNEPROSECUr10NCVTNE �NSEaLL BE/NNLL cexr WATER L 1 N E �` �— - -`_ - -- - \ PL/ANCE wirHTHE �AW9OF THEfI�RMITISSUEO BT I/ff \ \ ✓ N/AOEPr. CY R/GNXNYa B TRANSP°iTITION I acEl I I I• ___ -_ ___- . \\\ � �` �.'PCe/ // ��/ I/ K T1 BA' /NV4T { �- I S, �\ INLeXiENNPL I\ PARKING SPACES TO BE DOUBLE STRIPED BY THE SITE CONTRACTOR 'B arP "� / - ' / \ 4BO j ALL EX /STING BUILDINGS, STRUCTURES, ETC. TD BE DEMOLISHED AND DISPOSED OF BY THE SITE CONTRACTOR DE r A IL sxO W I N c o MHB F i PAVEMENT SPECIFICATIONS' TYP /CAL PARKING SPACING AND MARKING BN ' Our4>z. EQdNWL ax CPLW cT/ONO—ETA/LS/N TN/S8REAX ` Tovareg SERVICE AREA : CRUSHED STONE BASE COMPACTED TOE DEPTH OF B' SURFACED WITH 1 R" BIT /T. CONE. TYPE 3 -4 OR S -5 p0A '_ oBa A L B E M A R L E PARK /NG AREA: CRUSHED STONE BASE COMPACTED TO A DEPTH OF 5' SURFACED W/TH ///2" BIT CONE. TYPE S- 9 OR S -5 N 5a�' MH7 , _ \e. / / BASE MATERIAL TO BE: VDH STAB IL IZED AGGR. TYPE I, SIZE 2 / -A DOMESTIC WATER B SEWER SERVICE ARE rOBE me RESPOVS /BL/TY OF THE S /TE awrRACTU7 TO WITHIN 5'cF 77yEBU/LD/NGS CONNECTIONS FOR SPRINKLER FIRE PROTECTION SYSTON ARE THE,FSPONS/BILITY OF THE SITE CONTRACTOP INSIDE BUILDINGS ROOF DRAINS TO BE DISCHARGED INTO STORM SEWER SYSTEM CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: / UNLESS STABIL IZED BYA RETAINING WALL OR CRIBBING. ADEQUATE PROVISIONS SHALL BE MADE BY USE OF DIVERS IONS ORA BERM 70 PREVENT SURFACE WATER FROM OAM46ING THE CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACES OF FILLS. SEDIMENT AND RUNOFF WILL BE SETTLED OUT BY MEANS OF SILT BAS /NS THROUGHOUT THE PERIOD OF GRADING OPERATIONS. WHEN GRADING HAS BEEN COMPLETED, ALL DISTURBED AREAS WILL BE SEEDED , LIMED, FERTILIZED, AND MULTCHED AS OUTLINED IN THE COUNTY OF 4L0.`MARLE, EROSION CONTROL HANDBOOK. SANITARY SEWER, B WATER LINE EASEMENTS TO BE GRANTED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, ALL RETAINING WALLS SHALL COMPLY WITH BOCA STANDARDS. SAN SEWER B WATERLINE EASEMENTS TO BE l5' MIN. WIDTH, CENTERED OVER LINES. HOR/Z. SEPERATION BETWEEN SAN.. EWER, STORM SEWER, 61 WATFR LINES SHALL BE 6'. SEEDING SPECS (p Br ACRD: 701ba K -3/ FESCUE, /000 /be /0 - 10 -/0 FERTILIZER, TWO TONSLIME, TWO TONS STRAWMULCH. ALL SEEDEOAREAS THArDONOT TAKE SHALL BE RESEEDED LOADING DOCK: GROSS LEASABLE FLOOR AREA TO EQUAL OR EXCEEDONEPe, 8000 Sq FI a6 J - TYPI "0.00 GRID ( \ Y B \\ A EXIBT/NG 9x 6 \ \ BOX CUEVERT - \ \ �_ � � "ONE WA ✓SIGN \ \' vJG E % 2 \, 2 /A E 3 GF EAKNTBlIID .5 GNC, B 3BASEB /65 B eITCONC TVP£S 5 CON fINEN EI�48DOoo'El FIO. F LocpfION PN ar+c.gjlBG' BPNEN FN ANiHREC� �NR19LN S H O P P I N G A LB M A R LE COUNTY, snuaRE C E N T E R V I R G I N I A JANUARY 1973 PLAN SCALE I " =40' \ BRUNDAGE COHEN KROSKIN & ASSOCIATES B. A U B R E Y H U F F M A N & A SSOC. /a I/! \ / I 0 4 �P 0 63/ CORP. \.'.. L /M /TS SHOPPING CENTER \ _ 1 ' TO WASHINGTON D. C LOCATION SKETCH APPROX. SCALE : I" = 2000' SHOWN FOR /NFORMAT /ON ONLY L E G E N D 3M'urERAL \ i a6 500 IBN B l _ - WM v m v I DETAIL SHOWING CONE PIERS ,•rdv I•T.aE •B'cGPPEB ® --0� - _ .. � o _ IL - - - - - - - - - - - - - - - ` � —B' / as m �. G EXISTING CONTOURS - - -sco- STORM WATER CATCH BASIN ■ 9 SIGN ENEBAL SPECS FGR WA ENL /AY CONN, $ \\ \\ \ \ - _ -- y�er .wrE UCS .61r avrxNi Eo6r mEnL,wdrLEm. FINISHED CONTOURS — soo - -- STORM SEWER MANHOLE / O +oNE SERV/cEp/IM°G/TY ANB 9NLLCpVFMAI TO,S�E[s: U \ m o E Yq" WL PiPEASA -AYL50 n u c x n t s s ctass2 q/. x A T E R P / P E EXIST[ N G SPOT ELEV. SOD. STORM SEWER L I N E WATER CONNECTION DETAIL ELEVATION A s/e PYLON /' / /' sao. qs',, N- s °TniR8 APPap10PING SLyE 'aitlnnHCSLU i. ctASS 258 mn+vuaN.gV✓axne FINISHED SPOT ELEV. I °_0 SANITARY SEWER MANHOLE p6L - za p7AP GVALyE AsA -dsLe cEBrxrMORraauN/NG CONCRETE SURFACE 7•,\"O" SANITARY SEWER LINE ° D, ' S5_ PPIN CAEHL ES.c ss 200 Afr M✓, W /Nq -- Gf/T>ER �� .1 BJ ' ° DIRECTIONAL FLOW LINE A VXYEBOYES CAST,NRy SG/EW rr3 - TNEPROSECUr10NCVTNE �NSEaLL BE/NNLL cexr WATER L 1 N E �` �— - -`_ - -- - \ PL/ANCE wirHTHE �AW9OF THEfI�RMITISSUEO BT I/ff \ \ ✓ N/AOEPr. CY R/GNXNYa B TRANSP°iTITION I acEl I I I• ___ -_ ___- . \\\ � �` �.'PCe/ // ��/ I/ K T1 BA' /NV4T { �- I S, �\ INLeXiENNPL I\ PARKING SPACES TO BE DOUBLE STRIPED BY THE SITE CONTRACTOR 'B arP "� / - ' / \ 4BO j ALL EX /STING BUILDINGS, STRUCTURES, ETC. TD BE DEMOLISHED AND DISPOSED OF BY THE SITE CONTRACTOR DE r A IL sxO W I N c o MHB F i PAVEMENT SPECIFICATIONS' TYP /CAL PARKING SPACING AND MARKING BN ' Our4>z. EQdNWL ax CPLW cT/ONO—ETA/LS/N TN/S8REAX ` Tovareg SERVICE AREA : CRUSHED STONE BASE COMPACTED TOE DEPTH OF B' SURFACED WITH 1 R" BIT /T. CONE. TYPE 3 -4 OR S -5 p0A '_ oBa A L B E M A R L E PARK /NG AREA: CRUSHED STONE BASE COMPACTED TO A DEPTH OF 5' SURFACED W/TH ///2" BIT CONE. TYPE S- 9 OR S -5 N 5a�' MH7 , _ \e. / / BASE MATERIAL TO BE: VDH STAB IL IZED AGGR. TYPE I, SIZE 2 / -A DOMESTIC WATER B SEWER SERVICE ARE rOBE me RESPOVS /BL/TY OF THE S /TE awrRACTU7 TO WITHIN 5'cF 77yEBU/LD/NGS CONNECTIONS FOR SPRINKLER FIRE PROTECTION SYSTON ARE THE,FSPONS/BILITY OF THE SITE CONTRACTOP INSIDE BUILDINGS ROOF DRAINS TO BE DISCHARGED INTO STORM SEWER SYSTEM CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: / UNLESS STABIL IZED BYA RETAINING WALL OR CRIBBING. ADEQUATE PROVISIONS SHALL BE MADE BY USE OF DIVERS IONS ORA BERM 70 PREVENT SURFACE WATER FROM OAM46ING THE CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACES OF FILLS. SEDIMENT AND RUNOFF WILL BE SETTLED OUT BY MEANS OF SILT BAS /NS THROUGHOUT THE PERIOD OF GRADING OPERATIONS. WHEN GRADING HAS BEEN COMPLETED, ALL DISTURBED AREAS WILL BE SEEDED , LIMED, FERTILIZED, AND MULTCHED AS OUTLINED IN THE COUNTY OF 4L0.`MARLE, EROSION CONTROL HANDBOOK. SANITARY SEWER, B WATER LINE EASEMENTS TO BE GRANTED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, ALL RETAINING WALLS SHALL COMPLY WITH BOCA STANDARDS. SAN SEWER B WATERLINE EASEMENTS TO BE l5' MIN. WIDTH, CENTERED OVER LINES. HOR/Z. SEPERATION BETWEEN SAN.. EWER, STORM SEWER, 61 WATFR LINES SHALL BE 6'. SEEDING SPECS (p Br ACRD: 701ba K -3/ FESCUE, /000 /be /0 - 10 -/0 FERTILIZER, TWO TONSLIME, TWO TONS STRAWMULCH. ALL SEEDEOAREAS THArDONOT TAKE SHALL BE RESEEDED LOADING DOCK: GROSS LEASABLE FLOOR AREA TO EQUAL OR EXCEEDONEPe, 8000 Sq FI a6 J - TYPI "0.00 GRID ( \ Y B \\ A EXIBT/NG 9x 6 \ \ BOX CUEVERT - \ \ �_ � � "ONE WA ✓SIGN \ \' vJG E % 2 \, 2 /A E 3 GF EAKNTBlIID .5 GNC, B 3BASEB /65 B eITCONC TVP£S 5 CON fINEN EI�48DOoo'El FIO. F LocpfION PN ar+c.gjlBG' BPNEN FN ANiHREC� �NR19LN S H O P P I N G A LB M A R LE COUNTY, snuaRE C E N T E R V I R G I N I A JANUARY 1973 PLAN SCALE I " =40' BRUNDAGE COHEN KROSKIN & ASSOCIATES B. A U B R E Y H U F F M A N & A SSOC. REVISED CONTOUR INT = 2' V I R G I N I A JANUARY 1973 PLAN SCALE I " =40' BRUNDAGE COHEN KROSKIN & ASSOCIATES B. A U B R E Y H U F F M A N & A SSOC. REVISED CONTOUR INT = 2' , , o Pr "q6 A R C H ' I T E C T S A N 0 L A N D P L A N N E R S C I V I L E N G I N E E R I N G L A N D SURVEYING, LAND P L A N N I N G DRAWN BYE CHECKED BY B FE00 3 t }• :.; N O R FO L K, V I R G I N I A C HA R L O T T E S V I L LE , V I R G I N I A NAR SHEET NUMBER OF SHEETS