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Home My WebLink AboutSDP199500104 Plan - Approved Minor Amendment 1995-11-10`-\r P� PY- U.S. RT. 29 N.B.L. RELOCATE DR. RCPLACI_: Ew 5T, u TREE, CONCRETE RETAINING WALL _ S _ _---- - \-N31 °5831 Ef9285-- -----��- -- -_----- -- - - -- �;� - E% TINT P KING X E%IST G CON �ET E/C B (TY�Z� - N1 tA30_ 9B. CU R13\ 5101 v ni P �, / EX1S'TI ,GN � � c 9 z5'R WHIT C. LINT i ] � 9' -D /�ry2 0 ELEV. 50665' �SM = CHISELED SQUARE Q I� III _ m / BR A�L s sa - - L IN CORNER OF� WALE ATM M i /I REM VE' D ,��,1, / ^ I LEFT LEFT LANE I .A ND�I�E 9�.I �- 2 IAN ES ONLY y 1, NEVI SIGNS T BY OWNER .D RN Ht E5� STIN PA IN 11_ LI rr I N 50855 Ji ASPH\ 9e_ - - - - -- Sl / ♦ mfl / /TT' y/ c CG -2 soeel � p`�/ ° TMP St/-123A � �m � exn / . . -- ----- ----- -- - -1� e/ m °q �/ s� RCP / 49. 92635 �0 FT _ I // E- NO R1G HT / f e =00'25'02" a r Z °O / 9� R =]1403.66' ��' / 2�id T =41.53' 2 STORY BRICK BUILDING / L/ A =83 05' FF = 506. 96' II C =83. 05' - CB =N]7 °35' 52 "W `\ ` �/ tNT6R `�9 / y - \ 1 2V ,36. I �I FENEYI �- r - - - -- --------�'- �a � f T NG A KI m r T \I UGE A-- EASE ENT E --�E E E _ E 'E _ _ E _ E / _E _ w'Z_E _ _ E_ - - -- - _ - = - - . - - - - - - - dS S - - _ - - � - - - - - - -- - - - . 529'54 d6 gW 399.21- - - - - - - - - - - J= - - - - - - � � - � - a s � � z- - - E I NOTES 1. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRI-iSTIL'N ME ?HODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D 0.T_ UNLESS OTHERWISE NOTED. 2. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHA,L BE INSTALLED PRIOR TO ANY CLEARING. GRADING OR OTHER CONSTRUCTION. 3. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED. SEEDED AND MULCHED MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2'1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4 i OR BETTER ARE TO BE ACHIEVED. 4. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. LATEST EDITION 5. SITE IS NOT LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED 6, THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001) . ' 9. THIS SITE IS NOT LOCATED WITHIN THE LIMITS OF THE 100 YEAR FLOOD PLAIN AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM 10. MAXIMUM HEIGHT OF ALL BUILDINGS IS NOT TO EXCEED 35' 1i. OUTDOOR LIGHTING IS TO BE DIRECTED TOWARDS THE SITE AND AWAY FROM ADJACENT PROPERTIES AND ROADWAYS. 12. ALL LANDSCAPING SHALL BE MAINTAINED AND REPLACED SHOULD ANY DIE. LEGENO. 0 SIGNAL O SWITCH UTILITY POLE G GUY O SO -2 STORM GRATE 0 SO -1 DROP INLET 0 GROUND LIGHT + 507.67 SPOT ELEVATION WM WATER METER WV WATER VALVE FH FIRE HYDRANT CONC. CONCRETE SMH SANITARY MANHOLE LP LIGHT POLE _ S SIGN USE UNDERGROUND ELECTRIC UGT UNDERGROUND TELEPHONE UGG UNDERGROUND GAS TMP 61 -123 RIO ASSOCIATES LIMITED PARTNERSHIP ZONED: PD -SC TOPOGRAPHY PREPARED BY THOMAS A TBT ESVILLE, VIRGINIA INC. SITE DATA OWNER: CRESTAR BANK 919 EAST MAIN ST. RICHMOND, VIRGINIA 23219 * ARCHITECT: ARCHITECTS DAYTON AND THOMPSON, P.C. 3111 NORTHSIDE AVENUE RICHMOND, VIRGINIA 23228 -5409 PHONE 804 -262 -7941 FAX B04- 262 -8071 • DEED BOOK: 514/374 • TAX MAP: 61 PARCEL 123A • ZONED: CO; SPECIAL USE PERMIT APPLIED FOR EC (.ENTRANCE. CORRIDOR) , SP 95 -02. SETBACKS. FRONT: 10 PARKING; 30' BUILDING REAR /SIDES: N/A WHEN ADJACENT TO COMMERCIAL * SITE AREA. 1.2 ACRES '- * RIO MAGISTERIAL OISTRIGT * THIS SITE IS WITHIN THE STORMWATER DETENTION DISTRICT. * LIGHTING UNDER THE FACIA SHALL BE PLACED WITH 74E CEILINCa L1G)071WC. RECESSED. LANE 1NDICA.70R LIGI475 PLACED ON T4E CANOPY 5HALL NOT BE VISIBLE FROM .ROUTE 29. LAND USE BEFORE AFTER BUILDING 5.6% 6.6% PAVEMENT 76.3% 82.1% OPEN /LANDSCAPED 18.1% 11.1% PROPOSED DEVELOPMENT: IMPROVE INTERNAL VEHICULAR CIRCULATION. PROVIDE BETTER ACCESS TO DRIVE- BY WINDOWS PROVIDE EXIT (BlPAS5) LANE. PARKING: FINANCIAL INSTITUTION.' - 31+93 G6F @ Vzze v 15 (ISO +,5 ODrvoS rIM 3 DR'Vr iN WIND-WS) OFIF ICC'i' 3385 GSF Ld I9' - 70TAl- RFOUIRCC 3� TOTAL. PROVIDED 3(p ALL UTILITIES SHALL REMAIN THE SAME PAVEMENT: 10" #21 A AGGRE STONE SM -2A SURFACE MIX CONCRETE PAVEMENT: 6 REINFORCED, 6X6 W1.4 X W1.4 6" AGGREGATE BASE CURBING: TO BE VDOT STANDARD CG -2 ROOF DRAINS: SHALL BE PIPED TO EXISTING STORMWATER SYSTEM VICINITY MAP SCALE: I' = 2000' U w _I/ R W Q m H z� Z H 1.I..1 Y CD z H W O Q >U Z Q w > a m: Z Q Q Q o _ Z U) U H Q Lu Lo J Q ¢ d a U ,Q W w2: F CID F 1 a X C!l F- DESIGNED BY 31T- 'o-3. 95, DRAWN nY DATE JW m -ar -95 CWCKEO BY DATE JWG ro-31-95 FILE EST CIESTAR.PRO S ALE 20: 1 DRAWING 1: 1 RLOT PROJECT 7633 -801 1 OF SHEET N0. DEPT OF ENCiM1EERMO AA1A DEPT OF PLANNMKi - ACSA FIRE OFFICER '�tl DEPT OF ZpE�RI LEGENO. 0 SIGNAL O SWITCH UTILITY POLE G GUY O SO -2 STORM GRATE 0 SO -1 DROP INLET 0 GROUND LIGHT + 507.67 SPOT ELEVATION WM WATER METER WV WATER VALVE FH FIRE HYDRANT CONC. CONCRETE SMH SANITARY MANHOLE LP LIGHT POLE _ S SIGN USE UNDERGROUND ELECTRIC UGT UNDERGROUND TELEPHONE UGG UNDERGROUND GAS TMP 61 -123 RIO ASSOCIATES LIMITED PARTNERSHIP ZONED: PD -SC TOPOGRAPHY PREPARED BY THOMAS A TBT ESVILLE, VIRGINIA INC. SITE DATA OWNER: CRESTAR BANK 919 EAST MAIN ST. RICHMOND, VIRGINIA 23219 * ARCHITECT: ARCHITECTS DAYTON AND THOMPSON, P.C. 3111 NORTHSIDE AVENUE RICHMOND, VIRGINIA 23228 -5409 PHONE 804 -262 -7941 FAX B04- 262 -8071 • DEED BOOK: 514/374 • TAX MAP: 61 PARCEL 123A • ZONED: CO; SPECIAL USE PERMIT APPLIED FOR EC (.ENTRANCE. CORRIDOR) , SP 95 -02. SETBACKS. FRONT: 10 PARKING; 30' BUILDING REAR /SIDES: N/A WHEN ADJACENT TO COMMERCIAL * SITE AREA. 1.2 ACRES '- * RIO MAGISTERIAL OISTRIGT * THIS SITE IS WITHIN THE STORMWATER DETENTION DISTRICT. * LIGHTING UNDER THE FACIA SHALL BE PLACED WITH 74E CEILINCa L1G)071WC. RECESSED. LANE 1NDICA.70R LIGI475 PLACED ON T4E CANOPY 5HALL NOT BE VISIBLE FROM .ROUTE 29. LAND USE BEFORE AFTER BUILDING 5.6% 6.6% PAVEMENT 76.3% 82.1% OPEN /LANDSCAPED 18.1% 11.1% PROPOSED DEVELOPMENT: IMPROVE INTERNAL VEHICULAR CIRCULATION. PROVIDE BETTER ACCESS TO DRIVE- BY WINDOWS PROVIDE EXIT (BlPAS5) LANE. PARKING: FINANCIAL INSTITUTION.' - 31+93 G6F @ Vzze v 15 (ISO +,5 ODrvoS rIM 3 DR'Vr iN WIND-WS) OFIF ICC'i' 3385 GSF Ld I9' - 70TAl- RFOUIRCC 3� TOTAL. PROVIDED 3(p ALL UTILITIES SHALL REMAIN THE SAME PAVEMENT: 10" #21 A AGGRE STONE SM -2A SURFACE MIX CONCRETE PAVEMENT: 6 REINFORCED, 6X6 W1.4 X W1.4 6" AGGREGATE BASE CURBING: TO BE VDOT STANDARD CG -2 ROOF DRAINS: SHALL BE PIPED TO EXISTING STORMWATER SYSTEM VICINITY MAP SCALE: I' = 2000' U w _I/ R W Q m H z� Z H 1.I..1 Y CD z H W O Q >U Z Q w > a m: Z Q Q Q o _ Z U) U H Q Lu Lo J Q ¢ d a U ,Q W w2: F CID F 1 a X C!l F- DESIGNED BY 31T- 'o-3. 95, DRAWN nY DATE JW m -ar -95 CWCKEO BY DATE JWG ro-31-95 FILE EST CIESTAR.PRO S ALE 20: 1 DRAWING 1: 1 RLOT PROJECT 7633 -801 1 OF SHEET N0.