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HomeMy WebLinkAboutSDP201500013 Action Letter 2018-05-30pF ALg� Ahs vrRGINtA COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Rd. North Wing Charlottesville, VA 22902 Phone: 434-296-5832 May 31, 2018 Alex Morrison Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 RE: Letter of Revision (LOR) #1 to SDP2015-13 TMP 07800-00-00-015CO Dear Mr. Morrison, This letter is in response to the attached LOR request letter dated January 30, 2018. The Department of Community Development hereby grants approval of a LOR for the following modifications to SDP2015- 13, which are depicted on the modified site plan sheet attached hereto and described below: 1. Construction of a stairs and ramps This is the first LOR for this site. Three LORs are allowed, after which all required changes must be submitted as a site plan amendment. Sincerely, Christopher P. Perez Senior Planner Attachments: Letter of Request & Application Site plan sheet titled: "Fueling Station and Vehicle Wash Project" dated 5-12-18 SITE PLAN SUBMISSION 'p Service Auth4rity Serving ♦ ConseMrq ALBEMARLE COUNTY, VIRGINIA 1 4/8/15 JLB 2A356712 2 5/12Z151 JLB 1 EL1 EL2 EL3 N0. DATE INITIALS SHEETS REVISED Q REVISIONS IN RESPONSE TO ARB & SITE PLAN COMMENTS DATFC 4/7/15 Q REVISIONS IN RESPONSE TO ARB & SITE PLAN COMMENTS DATED 5/6/15 FUELING STATION AND VEHICLE WASH PROJECT Sifie A OWNER: ALBEMARLE COUNTY SERVICE AUTHORITY DEVELOPER: ALBEMARLE COUNTY SERVICE AUTHORITY TAX MAP & PARCEL: 07800-00-00-015CO ZONING DISTRICT: HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR (EC) MAGISTERIAL DISTRICT: RIVANNA EXISTING USE:ADMINISTRATION AND MAINTENANCE PROPOSED USE: NO CHANGE APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT APPIWOVED 6&C#1 by the A t-emade Count/ Corommm t► Devrr_ 0p wit Dep&tmeri Dab 1 PREPARED BY: Michael INTERNATIONAL MICHAEL BAKER JR., INC. A UNIT OF MICHAEL BAKER INTERNATIONAL 272 BENDIX ROAD, SUITE 400 VIRGINIA BEACH, VIRGINIA 23452 PHONE: 757-463-8770 FAX: 757-463-0503 ACSA PROJECT NUMBER 2012-05 MINOR SITE PLAN AMENDMENT TO SDP 199300001 0 (ACSA ADMIN & OPERATIONS CENTER) Sri PROJECTI LOCATION �zUH�LETTER OF U REVISION � gNT0. JAN 30, 2018 CITY OF CHARLOTTESVILLE ! / \ 0 R [_? /%� 1Q 4 ALBEMARLE COUNTY (Rivanna Magisterial District) r� �Fn so 2 41 LOCATION MAP SCALE: 1"=750' TAX MAPS: 078 MARCH 2015 INDEX OF DRAWINGS SHEET TITLE 3 COVER SHEET C1 GENERAL NOTES EXISTING CONDITIONS AND VICINITY MAP INCLUDING RICHMOND ROAD (ROUTE 250) J CIVIL & MECHANICAL SITE PLAN 'u DEMOLITION PLAN FUELING STATION PLAN © STORM DRAIN AND WASH AREA PLANS /0/7� DRAINAGE PROFILES 0' STRUCTURAL DETAILS ( WASH AREA DETAILS (fO) MISCELLANEOUS DETAILS 11 EROSION AND SEDIMENT CONTROL NOTES 12 FUEL STATION CANOPY EL1 ELECTRICAL CALCULATED LIGHTING LEVEL PLAN EL ELECTRICAL LIGHTING DETAILS LE 3 ELECTRICAL LIGHTING DETAILS PROPOSED CHANGES INCLUDE: 1. REMOVAL OF TWO UNDERGROUND FUEL STORAGE TANKS AND FUEL DISPENSING PUMPS. 2. CONSTRUCTION OF NEW CONCRETE FUELING PAD, TWO NEW UNDERGROUND FUEL STORAGE TANKS, NEW FUEL DISPENSING PUMPS, AN OVERHEAD CANOPY AND ASSOCIATED DRAINAGE PIPING. 3. CONSTRUCTION OF NEW VEHICLE WASH PAD WITH DRAIN OUTLET AND PIPING. 4. REPLACEMENT OF EXISTING SITE LIGHTING. 5. CONSTRUCTION OF NEW DROP INLETS, STORM PIPE, AND WATER SUPPLY LINE.I N1s14o2_2 3HEti1�t 11 (1 ,—,t R.ByieN+�U rind ,\1;J'Jveti :iy 'Y1:-. vo;nr,u ry �cm?m: DWe_!e q is -, _ 2019.00013_ T_ "F�'RANNK s`sIONAL EAG L� I (08. 3617, PG. 47,5) (DB 2909, PG /49) ' NOTE: ZOMM7 MORNAYCOMA/EBCL4L ZGWVG. HIGHWAYCOMMERCNC PARCEL 07Bo0-o0-a2-015D0 EXISTING ITEMS PREVIOUSLY APPROVED: i G) CATCH BASIN I I 1 LWD USE 004WRIIX4C I LAND USE COMYFRC14L JOHN 0. ANO ✓4N/CE S C/NKOUS e TOP=393.20 CK TOTAL ACRES 1.77 TOTAL ACRES 069 IOB 1025, PG 2391 SDP 19930001 -APPROVED FEB. 8, 1997. INV IN=388.30 : W'DL i ZONING A16 WAY CO.NMEACl4L INV OUT=38820(15" RCP) I I 5'RETAIr„VG WALL ------------ LM/D USE: L'OMMERCWL • LOR#1 - MOVE STORAGE TANK YARD AND Q ENCi7.WCHMENi EASEMEVT _ - _ TOTAL ACRES' 1.27 ®STORM GRATE I I ) D.B. 4090, PG 132 G -\- "E 7ctRs 37x17 ' , __ ----- . DU STER APPROVED OCT 26 2006. TOP=392.75 s_�.--,--- _ _ -�' - - /RF; LOR�'Z - INSTALLATION OF A GENERATOR, INV IN=386.14 BFEAb^f Jw " ISM X _ ^ x _ � _-�_ � x,_� APPROVED NOV. 15, 2011. INV OUT=386.07(24" RCP) I I _ _ _ �.yD B'�:L -! LOR3 -INSTALLATION OF A GAZEBO, Q CATCH H451N I I / APPROVED JAN. 29, 2014. TOP=394.72 ,�„ ✓ _ _ _ _ IJ� _ _ _ I %PARCEL 07800-00-00-01490- INV IN=389.30(15 �� I r -/JOHN D AND dINOF S C/NKOUS %INV IN=385.90(24") t1 1 - \ f (08 1015, PG 239) A$PP LT ZONING H,U"HWAY COMMEhi'NL INV OUT=385.77(24" RCP) I I / _ ! 0/ \ / I I d' k LAND OSB COMMERCIAL ® CATCH BASIN I I p/ I !j 1 __ I T - TOTAL ACRES' 7.39 TOP=390.02-�_GGG�BBBAAA�'EL>5'SPR/NT/CENTEL fASEMEI✓TQ INV IN=384.52 I PARCEZ 07800 -LV -00-01580 �, / ! 1 ',I\ I 0.8 1392, PG 478 , INV OUT=384.47(24" RCP) RICKY LEE BAUMG4gONEA ( , OONNA G: 84UMCARONER CATCH BASIN I ) I I '(� 11 ARLEL 07 L5CO TOP=385.08 (OB BB7, PG 426 54/% SEWER EASEMENT \ ' INV IN=378.52(FROM-4) I I ZON/lrk' HTGHWAY L}7MMERCL9L / I/ l 575 SO F!. - INV IN=374.97(FROM-9) I LAND USE COMMERCL4C / OB. 4084 PG: 125 I Q `¢ 7 i -' SERNCE AUO/CR/!Y -.. o D.B. 1240, PG 287 TOTAL ACRES I.84 UN15' & 30' E[ECTAM FAG'EMENT { W� AREA -4772 "ES P INV OUT=374.80(24" RCP CI I ) ASFHAL r OB :_ REFLECTNE OF 0.245 379, PG 2 DED,4"ifTE9 9-24-2014 © STOA RM MH I I J,r \ 1 TOP -381.16 REA Lk7i /1 / ? 7 /I I i ' 68 .SR7TNAP RCL9L7 INV IN=373.38(FROM-7) I I CONSTR(/L']KX✓ 7 1 M1, IN=373.3B(FROM-5) INV L ✓ / I '�' ux 1 I'- INV OUT=368.60(SIZE UNKN) I 247 SIN AB. 40BD, PG 176 , i_ - / 6• `� ��',,,I���'''Ilaaa Q B CATCHH BASIN TOPAS4 I 2O.5w. EASEMENT ssfS? INV OUT 380.90(15" RCP) I 0.B 1371 EX. fzlzzrl' 0 ® STORM MH 370 / / fUEL W WAS ,, I �' 1 - _ L'E/5'EL POWREO AUX TOP=406.20 { _ ]Nt7 �E C49RLLO INV OUT=401.60 15 RCP I I - �/ 12"!�C/ LS/AN9 e ' I `} t GOVDiATORS SAN%/ 84-T rAWS) O9 CATCH BASIN 8' WARE/TD'/SEB / \ ° /'`Fi KFIEM STORAGE TOP -382.37 INV IN -377.06 I C&GIFF E/.E� CUFR' t p°% V-39J35i INV OUT=376.96(15" RCP) 0 5` / m 353 a2 392 WWa PT. TREFi� h \� - O.B .IJ50, FU". 606 ASr'HALT , TREE a C'/ \ -cam,." � y/ t PARCEL 07800-00-00-01600 I I ; I j \ t •'�' ( f / ^«�.. 1 +;' d - - - - - - - - - _ - PAN7DPS PARK, [LC ; :%\' Y r C A 1 _ = - - ASPfLILT ".,,°B��r���A, _ Z 5 (D.B 3o98,, PG. 193) B ; ;�� _ _ _ _ _ � RICHMOND RD. ZON/NG NE/CHBORH000 MOOEC D/STRICT I -- JJ6 \\ \�lf'Ot� j j T , - - - LAND USE COMME77CGiL 4' 12" t � - � (� - - - - - - - - - � � 1 TOTAL ACRES:- 3.94 I �� } jj M14LK G4JE .� NI -W..80 j j e ° o� ) AE/AZE's7aaAG� / WAZIS DO OlTK`E/AOWN/STRA710N 380 - VV BU/LO/N(, , �IN 859.00 E � ® "" LOCATION OF gi 5M9.00 'PA \ . 192 �� ,• / `p, _ .- n� I I C1 / CUR ll Cif Cid R _ _ 470'- \ V jos 1 �t ry WA[!f 1 PROPOSED ' RET. WALL ;1 I •/'--__._. DPEE.� 12 BRX%' 10' ]REEhRIXW f, N QII ,� / A5PPA ` ,l LT MODIFICATION Imp C� PARCEL 07800-00-00-01640 103 SOUT// PANTOPS I • _ © j " �fUGPIXE 1 ' ON LT1NC _LR, DRNE LAND TRUST 6.. ('!}, (DB 1584, PG' 219) EG� ' j © /©'� ' S & 9 REALTY YENR/RE, LLC. est• ZONING., HIGHWAY COMMENCL4L J♦,q[A' - - �� (OB. 3409 PG: 096) -- - - -- - - LAND USB COMMERC141 �., / ' \ 6 � /72' WALK/ ;CURB �•� � : ,1 / L i � ,� 1 ZOMN .' HIGHWAY COWER= TOTAL ALRES 1.38 G / a' - y''} LAW USE SEMI-P(/BUC /` I 1 £Q�� T IRfE((�� , / /X © j✓� 2 1 r, •.. �.1 I 70TAI ACRES. 047\- / V w� , I 7 .✓'' .K1 f,�• ' 420 /��,HALT '�',QIB _ 77 7''C'2r. `✓ j 4l / j� s - C//R9 J i f CL1VC STEPS - - _ -- ®/ x��' P r ,8..:, 1a, \\ n 12" 1B� 'A f - , , BRICK / mziSANITARY SEW_R ,' V. WALL Q / j PARCEL 07800-00-00-01540 Q SAN MH �:� AL9EAkRLE COUNJY TOP -387.60 J FO/N✓p //j 10" ,-' it 7� / �` SERWE AUTHORITY INV IN=372.34(6" LATERAL) '\ PARCEL 07800-00-00-075C.5 / , / / . / / �j' 4 (D6 2024, PG 572) INV IN=37C.96(8") NRG/N/A LAND TRUST /� 4 i ]REE' }•' / 7REF q0 ,-' i 1 ZONING HIGHWAY COMMLRCLAC INV GUT=370.84(8") (08 4509, PG 599) jF /1 ! , i �7 ""� T - / / j' \ LAND UTOE39DO SWGI FAM'LY SAN -MH ZON/NG HIGHWAY COWWRICL4C j� 12":' {� ® /� / PROPOSED v LAND USE COMMERCL4L �Vf7REf i ,•f,._ / _b10 / �TOP=374.94 �� °, 1✓ ' TOTAL ACRES 070 / 7 �, ,-' ,-'� �, 1 INV IN=369.57CONSTRUCTION INV GUT=369.38(8 ( z - SAN MH / ,7REE' •' ( 7� 12" \ Cg `Y \�"s, 12• TREE TOP=378.68 \ INV IN=368.93 TREE it INV OUT=368.85 Q / ('. •j, IT i ASPH4LT ""'72' © SAN MH TCP=378.18 TREE I INV IN=368.67 VICINITY MAP INCLUDING RICHMOND ROAD (ROUTE 250 INV OUT=368.52(8") SCALE: 1"=100' PARCEL 078M- _00_0f5110 ' L 811MOPS1187 LANG TRUST `,\ I 6' TREE �i ©SAN MH OF Of / / TOP=379.97 I 7REE PARCEL 078tY/-00-00-01560 rOB 1158, PG 271) ( I / D RO ZONING. HIGHWAY COMMERCIAL + S4R,Yl A. U21ND INV 011T=371.69(8") SAN 1AH "plNfS fRACTAVALAND USE COMLANN R OURAND, TRVSTtTS 70TAL ACRES' 1.28 (QB 1846, PG 160) r TOP=393.10 Lia. No. 034916 / ZONING' H161YNAY COMMEROX INV IN=378.28(6" LATERAL) ,,,(/yJ� - y/ /LAND USETOTALI ACRES' 11.O LE FAM/LY INV IN= TJ SST70N,AL �G1 / INV OUT=377.'3(8') u` 1b Alkma& (pwq DESIGNED: ZMC 1 4/8/15 ARB & SITE PLAN COMMENT REVISIONS -4/7/15 "!! Fueling Station and Vehicle Wash MARCH, 2015 SCALE Michael Baker Jr., Inc. • • � A f/"i` W A4ihaN dak•r hlwmluw! SHEET Service Aute rrty� DRAWN:: JLB _ . - 272 is Be R° Salta 400 Existing Conditions And Vicinity Map 2A 30 0 30 6C Ft. Virginia Beach, d. Suit 23452 1"=30' Phone: 757-463-8770 s•'tQ&C 9 CHECKED: CFV N0. DATE I N T E R N A T 10 N A L Fox: 757-463-0503 Includina Richmond Road (Route 250) E A 4 _17 . .. . .... . .... ip N 3899390.96 E,11496801.75: ASPHALT '71 4 CHAIN LINK FENCE AND,4'­ ---"_WIDE.PEDESTRIAN GAT, • (MATCH EXISTING FENCE STYLE AND HEIGHT) CUT --- '- -------- FENCE FABRIC TO SPAN SIDEWALK CURB PROVIDE A 4"MINIMUM DEEP SAND SEPARATION BFTWEEN,THE CUIRBAND'111EFOOTING , E 11496821.53 ... ... S80*3200"E 1.464 N 3899355.64 E17496822.98 8 RISERS f 9 RISERS STAIR, HAND RAIL, AND RETAINING WALLS (SEE STRUCTURAL) 10 9 RISERS MNM 7-e (TRANSITION HEIGHT AFTER WALL) so \> DRM )ATE CONDUIT FOR LIGHTING eo. m 0 (SEE ELECTRICAL, AND 8 RISERS < < COORDINATE WITH x U) 71 LANDSCAPING) 5; 0 Er LLJ LLI 0 (/) F- < Lu _j _j > 4: Lu < _CONTkA6T,6R SHALL INSTALL 0 Z c) � V", U) Cc (1)4"CONDUIT FOR FUTURE JOINT, SEE EXPANSION TELEPHONE LINE 0Z< • VDOT CG -12 RAMP LANDING WITH NO -SLIP F- Lu F— C/) STRUCTURAL ADIMENSIONS ARE SHOWN TO < PATTERN (RAMP cl: Cc < Lu THE FACE OF THE TOP AND LOCATION AS SHOWN) X, BOTTOM STEP FOOTINGS, NOT THE TREAD FACE N 3899292.93 ED _j (SEE STRUCTURAL SHEETS E 11496872.80 '/SET THE CENTER I/ OFTHE BOLLARD Bo S' WIDE SIDEWALK I' G':7illpl J-� WITH CURB I N 389938:2.43 5'WIDE SIDEWALK E 11496800.44 .4' (SCORING NOT -7 SHOWN, TYP.) CONTRACTOR 70 _�,N 3899258 CONTRACTOR SHALL RELOCATE EXISTING SHALL SET THE -EDGE OF THE SIDEWALK CURB ALONG EXISTING S G TRANSFORMER PAD SHALL COORDINATE WORK WITH OWNER. CONCRETE RAMP D LIGHTING BOLLARD (TYP OF 8) AND WITH CURBAND CONDUIT HR -1 HAND RAIL (SEE ELECTRICAL) N'3899247.98 CONTRACTOR SHALL INSTALL (1) 4' CONDUIT FOR FUTURE TELEPHONE LINE SIDEWALK CONSTRUCTION N 3899245.12 12+0 E 11496814.85 JOINT P) II ASPHALT VDOT CG -12 LANDING WITH NO -SLIP PATTERN PASSAGE DURING CONSTRUCTION FOR Y AND RAMP LIMITS OF DISTURBANCE umw 6600 SF 111 Yb F DA3AC 2' CC -2 CURB 1: Dewberry® Dewberry Engineers Inc. 4805 1AKE BROOK DRIVE SUrrE 200 MNM 7-e (TRANSITION HEIGHT AFTER WALL) so :NECKED BY DRM )ATE CONDUIT FOR LIGHTING eo. m 0 (SEE ELECTRICAL, AND 8 RISERS < < COORDINATE WITH x U) 71 LANDSCAPING) 5; 0 Er LLJ LLI 0 (/) F- < Lu _j _j > 4: Lu < _CONTkA6T,6R SHALL INSTALL 0 Z c) � Lu U) Cc (1)4"CONDUIT FOR FUTURE JOINT, SEE EXPANSION TELEPHONE LINE 0Z< • F- Lu F— C/) STRUCTURAL ADIMENSIONS ARE SHOWN TO < < X: cl: Cc < Lu THE FACE OF THE TOP AND J/ W 0 BOTTOM STEP FOOTINGS, NOT THE TREAD FACE N 3899292.93 ED _j (SEE STRUCTURAL SHEETS E 11496872.80 '/SET THE CENTER I/ OFTHE BOLLARD Bo LIGHTS 12"OFFTHE WALL FOOTING EDGE I 5'WIDE SIDEWALK .4' (SCORING NOT -7 SHOWN, TYP.) 70 _�,N 3899258 CONTRACTOR SHALL RELOCATE EXISTING E 1149682� 1 TELEPHONE LINEA$ NECESSARY FOR BOLLARD LIGHT INSTALLATION. CONTRACTOR 7 G SHALL COORDINATE WORK WITH OWNER. LIGHTING BOLLARD (TYP OF 8) AND CONDUIT (SEE ELECTRICAL) N'3899247.98 E 11496812.99 N 3899245.12 12+0 E 11496814.85 CONTRACTOR SHALL MAINTAIN SAFE PASSAGE DURING CONSTRUCTION FOR Y 1: Dewberry® Dewberry Engineers Inc. 4805 1AKE BROOK DRIVE SUrrE 200 MNM 7-e (TRANSITION HEIGHT AFTER WALL) so :NECKED BY DRM )ATE CONDUIT FOR LIGHTING eo. m 0 (SEE ELECTRICAL, AND 8 RISERS < < COORDINATE WITH x U) 71 LANDSCAPING) 5; 0 Er LLJ LLI 0 (/) F- < Lu _j _j > 4: Lu < _CONTkA6T,6R SHALL INSTALL 0 Z c) � Lu U) Cc (1)4"CONDUIT FOR FUTURE JOINT, SEE EXPANSION TELEPHONE LINE 0Z< • F- Lu F— C/) STRUCTURAL ADIMENSIONS ARE SHOWN TO < < X: cl: Cc < Lu THE FACE OF THE TOP AND J/ W 0 BOTTOM STEP FOOTINGS, NOT THE TREAD FACE N 3899292.93 ED _j (SEE STRUCTURAL SHEETS E 11496872.80 '/SET THE CENTER I/ OFTHE BOLLARD Bo LIGHTS 12"OFFTHE WALL FOOTING EDGE I 5'WIDE SIDEWALK .4' (SCORING NOT -7 SHOWN, TYP.) 70 _�,N 3899258 CONTRACTOR SHALL RELOCATE EXISTING E 1149682� 1 TELEPHONE LINEA$ NECESSARY FOR BOLLARD LIGHT INSTALLATION. CONTRACTOR 7 G SHALL COORDINATE WORK WITH OWNER. LIGHTING BOLLARD (TYP OF 8) AND CONDUIT (SEE ELECTRICAL) N'3899247.98 E 11496812.99 N 3899245.12 12+0 E 11496814.85 CONTRACTOR SHALL MAINTAIN SAFE PASSAGE DURING CONSTRUCTION FOR Y 1: Dewberry® Dewberry Engineers Inc. 4805 1AKE BROOK DRIVE SUrrE 200 MNM PEDESTRIAN ACCESS FROM WALK• DRM kPPROVED BY :NECKED BY DRM )ATE CC 0 z m 0 F- Fn Z:) Z < < < W a- CQ x U) 71 > Lu W 5; 0 Er LLJ LLI 0 (/) F- < Lu _j _j > 4: Lu < f 0 Z c) � Lu U) Cc 0Z< • F- Lu F— C/) ir -J < < X: cl: Cc < Lu 0 J/ W 0 ED _j 1: Dewberry® Dewberry Engineers Inc. 4805 1AKE BROOK DRIVE SUrrE 200 MNM GLEN —, " — —0,7957 (PHONE) 2901926 (IAX) DRM kPPROVED BY :NECKED BY DRM )ATE CC 0 z m 0 F- Fn Z:) Z < < < W a- CQ x U) LL > Lu W 5; 0 Er LLJ LLI 0 (/) F- < Lu _j _j > 4: Lu < U) 0 Z c) � Lu U) Cc 0Z< 0 F- Lu F— C/) ir -J < < X: cl: Cc < Lu 0 2 IL W 0 ED _j SEAL PRELIMINARY NOT FOR CONSTRUCTION KEY PLAN SCALE o' 10' 20' GRAPHIC SCALE 1' = 10' IEVISIONS )RAWN BY MNM DRM kPPROVED BY :NECKED BY DRM )ATE MAY 18, 2018 ITLE LAYOUT AND MTERIALS PLAN ROJECT NO. 50075660 HEET NO. C3-0cpe .5-3) 4 MATCH EXISTING .CURB ELEVATION (rYP, BOTH SIDES) I I A F R A ---'--------------------- ---_ SET LANDING ELEVATION 6- LOWER _ --- THAN EXISTING CURB WITH A 2% /SLOPE DOWN TOWARDS THE !ASPHALT. SIDEWALK AND RAMP __ ___ / ELEVATIONS ARE BASED ON AN_ ) EXISTING ELEVATION FOR THE jr LANDI(G WITHIN I'OF 393.15. NOTIFY THE OWNER IF THE - 7t EXISTING ELEVATION FALLS // ! CUTS- RANGE. _ -' TC 394156-�..._'__::-� -_-- �,•''�; ! 96. s� t -- - _ -- _ W 395.55♦ 39 OO. S 9 ,::.. � / a ,: % .. •. S 395.72 O'ITb M O . SW 395.87 ;: - ', / / • ' +.' "•. " MATCH EXISTING '7TOP9F STEP CURB ELEVATION / 400.4 / - 80770M,OF.SIEP - SET RAMP'. Lp.NDING 6" LOWER • ._ '.. �' /> ., '. THAN EXISTING CURB ELEVATION WITH A 2% SLOPE DOWNTOWA THE SW A SPHALT .. A- SW 395.98OF • RO, , I + ♦ \ I 87 1 4 BrOM OF STEP . ' SW 5.99 LIMITS OF • 405.87 it DIS7ITANCE SW3 99 / ox,: , - _ . - .. - '.- -,, OP _, _ �(OO SF .,t , .. 400. , /. !': '•�i (/�, 0:13AC ,� ;\ / Q12F STEP _- r % - _ . ♦ - .__ __ .. _ 3 1�� •\ BOTTOM OF \ ` ( r VT o / F STEP ' . ♦ . -., ,.� ti, 415.88 1 ,' ♦. , /` ::• ±'�!¢ v TOP OF LANDING '`. `. �„ .: , ,'4. _ •.•\ ��/ ..,,✓.. �{' ,., - _ � 416.00... Jw SEDSTRIN RAWING>5. R\ F'00'pN1G AN9� TW 417.30 \ ` '� - ' • ! / , TOP -OF -WALL SW 416.29 ♦. .,i'/ Hca .,, ,;• `,, - _ �;-,' / r , SW 416.39 - ^. f y / , SW 416. >ti SW 41839 if , r' , - _ � FF= , i / J4 i t / :E7c S71NG �'< J GRADE f : i TCH -✓ . • SET GRA D€ TO \ _ ; e% BOTTOM OF'THE STEP, i : `fix''- - i CONTRACTOR SHALL MAINTAIN e h f FE PASSAGE DURING CONSTRUCTION FOR PEDESTRIAN ACCESS FROM WALK - /f I 1 / l t a r/ / ! J � : i 9 Dewberry® Dewberry Engineers Inc. x905IAIU: BROOK DR. MNM SURE 200 GLEN ADEµ VA 230fiC BOaS90.]90](PHONE) BOa.i90.]92B ( FAX) (y r DRM E Z O0 CHECKED BY DRM DATE MAY 18. 2018 Q Z Q < Z � C U x ¢ �W W jr U > (7 oC ui C H Q J z W Q r 00 Z U W Z)z� �w O m U O rij _ ¢ J cc: as v W0 coJ Q SEAL PRELIMINARY NOT FOR CONS"I'RUCTION KEY PIAN IRECEIVEY- MAY 2 4 2016 COMMUNITY nWici nP44E-N T SCALE o• m' 20• GRAPHIC SCALE 1" = 10• REVISIONS TrrUE GRADING AND DRAINAGE PLAN PROJECT NO. 5007$660 SHEET NO. C4.0 MNM DRAWN BY DRM APPROVED BY CHECKED BY DRM DATE MAY 18. 2018 TrrUE GRADING AND DRAINAGE PLAN PROJECT NO. 5007$660 SHEET NO. C4.0