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HomeMy WebLinkAboutSDP201900045 Letter of Revision Letter of Revision 1 2022-01-11�� pF AL8 County of Albemarle Community Development Department January 11, 2022 Timothy Miller Meridian Planning Group, LLC 440 Premier Circle, Suite 200 Charlottesville, VA 22901 RE: LOR# 1 for SDP-2019-45 5 h Street Development — Minor Tax Map/Parcel Number 07600-00-00-055AO Dear Neale, Khris Taggart ktaeea rt(@a I be ma rl e.o re tel: 434-296-5832 ext. 3278 This letter is to approve as a Letter of Revision for the conversion of a landscape island into a patio area and the addition of a second dumpster pad and enclosure to the above referenced site plan. This is the 1 st Letter of Revision for this site. A total of three (3) Letters of Revisions are allowed before all changes to the plan are required to be submitted in the form of a site plan amendment. Sincerely, Khris Taggart, Planner Attachments: Letter of Request Site Plan Change WWW.ALBEMARLE.ORG 401 McIntire Road, Suite 228 1 Charlottesville, VA 22902-4596 Application for Letter of Revision Letter of Revision - $118.86 + $4.75 Technology Fee = $123.61 This application may require additional review by the Fire Marshal. Fees in addition to those shown on th application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule available from the Fire Marshal. Final Site Plan Name and Number: SDP201900045 - 5TH STREET DEVELOPMENT Contact (who should we contact about this project) Meridian Street Address 440 Premier Circle, Ste 200 Charlottesville State VA Zia case 22901 Phone Number 434-882-0121 Owner of Record FTV Investments, LLC Street Address 943 Glenwood Station Lane, Ste 101 City Charlottesville State VA Zip Code 22901 Phone Number x...,.n Same as Onwer Street Phone Number SUBMITTAL REOUIREMENTS: M The appropriate fee, WI The site plan number that the change applies to, m A request letter describing the proposed changes from the owner or authorized agent, 7 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan, or on an I1"X17" copy of that portion of the appro' final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the of my know �]ge and belief. ��°� 0'3' '%' November 10, 2021 Signature Own , Agen Date Timothy Miller, Agent Print Name FOR OFFICE USE ONLY LOR # Fee Amount $ Date Paid By who? 434-882-0121 Daytime phone number of Signatory Receipt # By County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 7/l/2021 (Fee Update) Page 1 of I Engineering • Surveying • Planning November 10, 2021 County of Albemarle Community Development 401 McIntire Road Charlottesville, VA 22902 ® 0 0 1 MERIDIAN PLANNING GROUP, LLC 440 Premier Circle, Suite 200 Charlottesville, VA 22901 Phone: 434.882.0121 www.merichmwbe.com RE: LETTER OF REVISION ONE FOR SDP 201900045 - 5 h STREET DEVELOPMENT SITE PLAN AMENDMENT Dear Planner; Attached are digital copies of the Letter of Revision for the 5'r1 Street Development, and the Application for Letter of Revision. The approved plan that this change applies to is titled `SDP 201900045 Minor Site Plan Amendment for 5' Street Development' The purpose of this revision are as follows: 1. Convert a landscape island into a patio area. 2. Add a new dumpster pad in the rear of the property. Please let me know if you have any questions or need additional information. Sincerely, Timothy Miller, P.E., L.S. Principal SITE PLAN NOTES: REFER TO SHEET C-205 DETAIL 3 A 1. SEE C-001 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. 2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINER. 3. FILL CONSTRUCTION FOR ALL PHASE 1 AND 2 IS OCCURING AT THIS TIME. 4. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY PRIOR 20' 0 \ 20' 40' 60' o -1 = Q J TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. a,,, 5. BUILDING A IS CURRENTLY UNDER CONSTRUCTION NAD HAS A SLAB ON GRADE. f`"f � +" O f "' 0 a:. "-20' \ o 6. A MINIMUM 20' DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND BUILDING A. � f �' r i SCALE: 1 7. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE „f`" < \ \ G04 9 6 DESIRED LOCATIONS. f f \© EX MH W 0 8. CONTRACTOR SHALL TIE THE PORTION OF THE EXISTING PRIMITIVE TRAIL LOCATED WITHIN VDOT R/W TO TEH f" o ° PROPOSED TRAIL SYSTEM. ��f " \ 0 m 9. THE DRIVE THRU LANE FOR BUILDING A, WHICH IS LOCATED IN THE NE PORTION OF BUILDING A SHALL fr`f G� i '�'' / \ \ \ b z INCLUDE APRE-MENU BOARD PLACED 20' AT IT'S CENTER FROM THE POINT OF ORDERING. THE POINT OF f" / + , \ N ORDERING, WHICH IS LOCATED ON THE SECOND MENU ORDER BOARD, SHALL BE LOCATED 56' FROM THE f \ m EDGE OF THE BUILDING. i \ \ _ 10. CONTRACTOR SHALL COORDINATE WITH THE COUNTY AND THE OWNER TO RELOCATE THE EXISTING HOLIDAY = 0 \ m INN SIGN ONTO THEIR PROPERTY. 11. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET / / ' \ \ \ o w w r r STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND a m m m OVERALL BUILDING. i \ m 0 z o 0 \ w w 12. THE FREE-STANDING SIGN LOCATION WILL NOT BE APPROVED WITH THE FINAL SITE PLAN; IT WILL BE i 3 \ \ CD U APPROVED WITH A SEPARATE SIGN APPLICATION. MINIMUM SIGN SETBACKS WILL BE MET. :� ::';: _ 6 o w _ 0 c� 376-37437237 368 e \---___--- o / MH7 \ 0 I z 77 boo R - Khristo her Taggart, Digital nature ��� �� �P�' 0. * i~dol0 r' A r€ ved Klan ����titic ��� QQ�CVG ��p\X ..:. _ _ _ '� 0 �i Cal ��, P i5Sg4 c� �p�E�ISPN�Py SG10 _ _ _ — i, a m oa Jan Uary 11. 2022 �� wti��i° :�� eP�P�N���c �'+ —___ \\ \ >UE�� _ _ P� O Q�o��� G S _ f2('t* V / 5 .. : ;`' + EW�ETAf WA — — — — — — ,i, EW 1O' PROFFERED TRAVELWAY 'k El p GG' HT = 6' — — , REFER TO SHEET C-302 DETAILS 2 & 7 V W �� "6z �rrr� 'err, \ R53.5' our \rn LOR-i NOTES: a 1. LANDSCAPE ISLAND IS TO BE CONVERTED TO A PATIO W MH2 •n, AREA WITH HANDRAIL. MATERIALS SHALL MATCH THE W 0 CG_Z� '', EXISTING PATIO IN FRONT OF STARBUCKS. Z IZ , 2. THE 4 EXISTING SHRUBS SHALL BE REMOVED. a \R11 o R60, `"+ \3. THE EXISTING TREE SHALL REMAIN AND A 5'x5' MULCH Z 5 , <., "� \ I AREA SHALL BE INSTALLED AROUND BASE OF TREE. I W ESTOP ' •I R3.O fir,, \ ' 4. A NEW DUMPSTER WITH 8' CONCRETE PAD SHALL BE 0 �) SIGN R4' R5' ;:: ; 5 CG i? R40' INSTALLED. REFER TO DETAIL 3/C-303. MATERIALS i SHALL MATCH THE EXISTING DUMPSTER. i/ R86' 5. IMPERVIOUS AREA IS NOT CHANGED BY THIS LOR� R7 ooe5 R A \ R3' ✓ soo \ i sQ s°t 16 / �� CG-2 R45' ..F.. LOR-1 Mb � ,6: s o R R4' q \ STOP 0 \ \ 6O X5 IGN k R5' � \ ; O s leo STF: ;� R20' 16 CG-1 NEW PAfi10 AREA 1�G \ � � : • . R // \ I R25' W/HANDRAIL \ ®.. - EW RETAINNING WALL nc ♦ BUILDING A 4� R3' Ica NEW PATIO AREA MAX HEIG 4' w ERMEABL _ ♦ R12 E=392 6 i� O R �� 0 ♦ I �1 P PAVERS E , ° FF 7 � �°� pMH6 ♦ R R: (9,500 SF) s R' p r w QU SEE LOR-1 NOTE$ ., Rl 3OM13 / 0 , 1 Tf R3- / G-12 �GF� ,s. sa, \ ♦♦♦ G9F'F' � 1 o z ♦ a w 11A0�/ / S 390 sp 1�G a RETAINING WALL ♦1 o. .. , ' - \ G�/� SIGN pip 11 \ II °HEIGHT = 2.0' ♦♦♦ , W o z EW RETAINING WALL �� \ ♦ ♦ '' v 1 0 / - / ♦ - / MAX HEIGHT - 2'- / TW=392.50 / ♦ �� , 1 • ////� /�/ �\\\\ :,• Y MH4p ' � R35' �? vi`L ♦♦♦♦ � ` �' W R3\ ` R15' R15' �0 Qo e ♦♦ ♦♦ i , Z _)NMX21)GPN� PHASE 2 41 I W Q a E STR- ®\ R15�G 2 •• +� ; W W X EXISTING HOLIDAY INN / ♦ 5 ♦ `�Q' w W U1 [x w Ld LLJ .... , ` SHEET NO. • C-201 :• f` I SHEET 1 OF 5 FILL NOTES: REFER TO SHEET C-205 DETA � 4 "'A 1. ALL FILL SHALL BE PLACED AT 95% COMPACTION. 20' 0 20' 40' 60' 2. ALL BUILDING AND PAVED ACCESS AND ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF 11 OF 1 �'� SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE V \ C \ �� i \ SCALE: 1"=20'\ o �+ COMPACTION OVER TEH ENTIRE ROADBED/FOUNDATION AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND o� 0 N BRIDGE SPECIFICATION 30304. dP \ \ z o 3. GRADING AND FILL OPERATIONS SHALL BE COMPLETED IN A MANNER THAT DRAINS RUN\OFF AWAY FROM f��,f"'� � �� BUILDINGS AT ALL TIMES. 4. ALL SLOPES STEEPER THAN 3:1 FROM FILL OPERATIONS THAT ARE TO REMAIN FOR A PERIOD LONGER THAN "S o� 12 MONTHS SHALL BE STABILIZED WITH A LOW MAINTENANCE GROUND COVER. f` ` `"'� ) / i i \ \ wW.0 0 �� 5. CONTRACTOR SHALL INSTALL VDOT STD. GR-2 ALONG THE RETAINING WALLS IN THE VICINITY OF THE �/ / \ \ <\\ \ - - - - - o PROPOSED PARKING, WHEN REQUIRED BY THE COUNTY AND VDOT INSPECTORS. 00 - - 6. ALL SPOT SHOT ELEVATIONS SHOWN REPRESENT FINISHED GRADE ELEVATIONS, THIS INCLUDES RETAINING WALL ELEVATIONS, WALL FOUNDATION ELEVATIONS, AND POSSIBLY WALL CAP ELEVATIONS, ARE NOT SHOWN. 7. FOR CONTRACTOR BIDDING PURPOSES, THE SURVEY IS A COMBINATION OF AERIAL SURVEY, FIELD CREW m o = SURVEYS AND SITE VISITS, AND BECAUSE THE SITE WAS AN ACTIVE CONSTRUCTION SITE FOR A PERIOD OF TIME, THE EXACT COMPACTED FILL REQUIRED BETWEEN THE PROPOSED GRADES & THE EXISTING TOPOGRAPHY \ f y \ \ \ \ \ \ \ \ \ \ n SHOWN CAN BE ESTIMATED, BUT NOT EXACTLY QUANTIFIED. y42' �\ \ \ \ z ¢ ¢ DRAINAGE NOTES: \ \ �\\� �\ � � \\ \\ \ \\ o 0 o z o 0 1. A MINIMUM OF 1' VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. F',. \ \ 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB &GUTTER PRIOR / �� - - - \ \ \ \ \ \ mo N ¢ z Y TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED M �� _ = - \ �� \ \ \ o U3 w ACCESSES, CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE o� - _- _ _ _ �3 86 \ �� \ \ o TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. v - _ _ 3. CONTRACTOR SHALL FIELD FIT THE PROPOSED STORM AND SANITARY STRUCTURES TO ACCOMMODATE THE-374=372 - - ��------_ _ EXISTING STORM, WATER AND SANITARY SEWER STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE SLOPES ARE MAINTAINED THROUGHOUT AND THE INTEGRITY OF THE EXISTING INFRASTRUCTURE IS NOT COMPROMISED. - °a� e De ' 8 On S -302 THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARE MET WITH THE IMPROVEMENTS. 4. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO ° �� EXISTING TREES ♦ - - - z CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. l ,,ll``� 5. WHERE THE PROPOSED STORM SEWER IS OF VDOT STD. CLIII RCP MATERIAL, THE CONTRACTOR MAY SELECT A TO REMAIN �ii 410 DIFFERENT VDOT APPROVED MATERIAL WITH PROPER INSTALLATION/BACKFILL IN LIEU OF THE RCP. SUCH AN - / - - \\'S �' - - - - - - \\\ CQ CQ ALTERNATE PIPE MATERIAL SHALL BE CHOSEN FROM THE LIST PROVIDED IN VDOT STD. & SPEC. 107.22. 1I ��P o p1�'Lix G TC89.82 <''' ` \ \ o U _ \ \`�\ _ co P . lCh rista her Taggart, Digital Signature �' ��O �'' E ETA = _ , �'� ~ x o .. W • _ ��� r \ Q�" `'' o� �r - / EW 1 O' PROFFERED TRAVELWAY �J W a W T = 6' \ \ FER TO SHEET C-302 DETAILS 2 &� =1� r Approved Plan \ • January 11, 2022 TC92.10 "au,a \ LOR-1 NOTES: W 1 {laC;!'*� \ o� Q ©H2 1. LANDSCAPE ISLAND IS TO BE CONVERTED TO A PATIO d TC92."'� ' AREA WITH HANDRAIL. MATERIALS SHALL MATCH THE Z EXISTING PATIO IN FRONT OF STARBUCKS. a / \ I TC92.33 1.88 O rear C92.30 \� 2. THE 4 EXISTING SHRUBS SHALL BE REMOVED. PP ; . _ F��� . C90.60 �" \ 3. THE EXISTING TREE SHALL REMAIN AND A 5'x5' MULCH I W 1 TC93.1 °SfW2 00 = GC'�Z , , TC92.40 T \ �, i AREA SHALL BE INSTALLED AROUND BASE OF TREE. SIGN TC92.3 Y' , c� �„ 4. A NEW DUMPSTER WITH 8' CONCRETE PAD SHALL BE / A N �Oe \98 !"'� \ �� INSTALLED. REFER TO DETAIL 3/C-303. MATERIALS / PATIO Oe \ \'�\ SHALL MATCH THE EXISTING DUMPSTER. TC92.5 S� T 90.50 \ 5. IMPERVIOUS AREA IS NOT CHANGED BY THIS LOR� TC9 R 92.50 TC91.40 +,, \ TC89.50 I TC93.1 / C91.1 /P92.2 P9 4 - TC89.60 '\\\ \ `�C92.3 T 2.20 TC/P 2.54 J .. \ 0 ` �\ 0) TC91.2 LOR-1 TC92. 0 Tr. P9 ' iTC95.6 TC92.25 ; +\ STOP O.: \ �\ r TC89.60 ` IGN P21.95 I TC91.33 TC9 .2 �� gyp. T 9.90 TC88.50 NEW PATIO AREA 1 \ TC/P88.63 ` . W/HANDRAIL BUILDING A P89.40 TC89.70 NEW PATIO AREA E RE AOING WALL C 2.54 TC/P88.30 PERMEABLE , % HEI Hrl= 4' 04 F F E = 3 9 2.6 7 \ TC88.70 PAVERS -1 �p TC91.26 . /� tij� / a MH6 TC .80 R`." .`' (9,500 SF) TC92.5 TC90.10 / / SO TC91.1 s,. '.' \ / TC/P89.40 / �0 / TC/P90.28 ';;' / TC/P 40 SW89.40 = _/ i/ o �J TC90'68 T� I / TC89.2 DR-1 NOTE�� / _� i =89.8 ♦ F / 89.80 s MH3 W=91. 5 F7 G� C85. I / z TC90.80 ` TC90.43 TC9 �3 \ / B =89.75 ♦ coo / ; / o c a ® TC90.10 sG w p z TC92.50 9.70 ♦♦ ` 'E'F �: �' '.: / � / � � / S TC90.3 TC92.50 1� RETAINING WALL ♦♦ �, �' C91.5 cn TW=89. 0 MAX HEIGHT = 2.0' ♦♦♦ / / o =89.6 ♦ ♦ 3 / ® EW RETAINING WALL ♦ ♦ m 1 / o \ v � / � � TC`�0.80 , •'' ' \ TC91.60 ; .. TC90.25 MAX HEIGHT = 2' / ♦ r M ; / / \ \ TW=392.50 �g / ♦ ` / / \ \ \ TC90.07 W=390.50 / ♦ _ / C92.50 TC92.20 T 2.50 / / ♦♦♦ • ` // r / TC92.02 50n /// ♦ �t/I �C89.56 1♦♦ • l I l h \ \ C90.7 TC90.70 \ ♦ / / a 9 �♦ // r // , O W 90.50 ♦♦♦ U] -16 IIMX2STOP TC9 .80 ♦♦ p �\ �jV \ 90.60 ® - o SIGN° ♦♦♦ H S 2 / + > Q \ \ \ TC91.38 ♦ t / / E� \ TC89.99 •,, TC90.50 \ ® ♦ / / , W Q \ TC90.60 \ 91.51 ♦ TC91.38 ♦ / \ C96.60 IGN• ♦ s 5 // ; J W U1 w TC92.4 / • / _ / r 4 J =won U W ~ TC92.62 TC92.33 / / �t // // , Lij o a L w \ /TC92.00 • SHEET No. 9 � C 202 EXISTING HOLIDAY INN � z2TC92.28 s / • / / / SHEET 2 of 5 UTILITY NOTES: 1. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND WATER AND SEWER LINES MUST BE PROVIDED. 3. A MINIMUM OF 10F OF VERTICAL SEPARATOIUST BE AINED OVER N FROM WATER LAND S/L.AND SEWER LINES MUST BE PROVIDED. \ OPp� ' o� �O' \ 4. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS, GUTTER PANS OR PAVERS. ��5� ° °� r. / / \ m �• , o N Q 20' 0 20' 40' 60' '1 z z 5. ALL PROPOSED SANITARY SEWER AND WATERLINE STRUCTURES SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT &SHALL BE pF °� MH 1 THROUGH MH 2 :'`):%~' / G ti s o DEDICATED FOR PUBLIC USE PRIOR TO FINAL SITE PLAN APPROVAL. S °� IS DUCTILE IRON PIPE �` \ 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO CONSTRUCTING THE CON CTOR SHALL ENSURE o�ol . ' SCALE: 1 "=20'\� EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ACCESSES. CONTRACTOR TO NOTIFY THE ENGINEER OF MH 1 HAS A WATERTIGHT ' — \ \ / / \ \ �o� ylo` ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. MANHOLE FRAME & COVER ono J �\NU1�11N 7. CONTRACTOR SHALL FIELD FIT THE PROPOSED STORM AND SANITARY STRUCTURES TO ACCOMMODATE THE EXISTING STORM, WATER ». AND SANITARY SEWER STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE SLOPES ARE MAINTAINED THROUGHOUT AND THE INTEGRITY o �— OF THE EXISTING INFRASTRUCTURE IS NOT COMPROMISED. THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARE ° / °moo / �\\ ��\\ 0 b z MET WITH THE IMPROVEMENTS. 8. CONTRACTOR SHALL PROVIDE COLLINS ENGINEERING WITH SURVEY WORKSHEETS OF ALL STORM, WATER AND SANITARY SEWER CONTRA OR SHALL TIE INTO EX MH 1 & I oo ' 3 ��� / o STRUCTURES PRIOR TO INSTALLATION/CONSTRUCTION FOR THEIR REVIEW AND APPROVAL. COLLINS ENGINEERING SHALL VERIFY ALL ABANDO HE EXISTING SANITARY SEWER N = SURVEY CUT SHEETS WITH RESPECT TO THE CONTRACTOR'S ASBUILT SURVEY TO ENSURE POSITIVE DRAINAGE AND PROPER BETWEEN' MH 1' AND THE DOGHOUSE'MH6'. CONTRACT SHALL NOT ABANDON THE EXISTIN `� \ Q ~ ELEVATIONS ARE MET. 9. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF EXISTING UTILITIES TO CONFIRM DEPTHS AND TO SANIT YSEWER BETWEEN'EXMH1'AND'MH6', o w w r °` OR KE ANY MODIFICATIONS TO THE S/L, U \ \ \ z Q 4 m m m ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. �y \ Q° n" ACSA INSPECTOR HAS GRANT APP AL. CIP \ \ 0 U z p p 10. FOR THE SANITARY SEWER BETWEEN 'EX MH 1' AND 'EX MH 2': CONTRACTOR SHALL TELEVISE THE EXISTING SANITARY SEWER PRIOR �� ;.�� �. .8 , \ �� \ \ \ \ \ o N w w TO CONSTRUCTION TO IDENTIFY THE LOCATION(S) OF ANY POTENTIAL EXISTING LATERALS. IF EXISTING LATERALS ARE LOCATED THE r ® w — — ��° \� �� \ \ \ � LLJ CONTRACTORS SHALL SCHEDULE A DISRUPTION OF SERVICE WITH ACSA & THE PROPERTY OWNERS. THE CONTRACTOR SHALL ENSURE z ' -<V�, • '3� �.. `� V — — �'T — — �D �� \ \ CONTRACTOR SHALL WF�14 �fdfVST L E SANITARY ��` M� — — �� w = ALL EXISTING CONNECTIONS ARE REESTABLISHED WITH THE RELOCATED SEWER. AFTER THE SEWER UPGRADE HAS TAKEN PLACE, THE ^ ^ °° / a — / — — — 73 7 36 °<o �� \ __ _ o �' SEWER CONNECTION F1���NT MH3 NTILAFTER �" .`.: -1 � _ — - 372_ O- � � �� EXISTING LATERAL CONNECTIONS HAVE BEEN RECONNECTED AND THE DISRUPTIONS TO SERVICE HAVE ENDED, THE CONTRACTOR SHALL 74_— THE SANITARY SEWER R A11ON HAS BE OMPLETED /..: ;r — TELEVISE THE LINE TO ENSURE ADEQUATE CONSTRUCTION AND COMPLIANCE WITH ACSA &BUILDING REGULATIONS. AN ACSA o�— (MH6 - EX MH1). CONSTRUCTION OF TIHtONNECTIO REPRESENTATIVE SHALL BE PRESENT DURING THE TELEVISING OF THE SANITARY SEWER AT ALL TIMES. ANY SEWER MAINS IN THIS ♦ ° �— — — — — — — INTO MH3 SHALL ONLY O�AFTER THE AC SECTION THAT CANNOT BE TESTED SHALL BE TELEVISED. ° o ♦ \` �� — — INSPECTOR HAS GRANTE�AP�ROVAL TO MI Fta1IZE 11. A KEY BOX SHALL BE PROVIDED ON ALL (3) BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE FIRE POTENTIAL DISRUPTIONS TO EXISTING C 10 �/ �� ♦ i \� — — — — — — — — — _ Z °� �� EXISTING TREES ♦ — _ MARSHALL'S OFFICE TO DETERMINE THE LOCATION.' \ 12. ALL PROPOSED DUCTILE IRON SANITARY SEWER SHALL BE LINED WITH AN INTERIOR EPDXY COATING. i TO REMAIN ♦ UL \ *00 _ _ — _ _ \�\ a \ \ 0CQ 13. ANY WATER SHUTDOWN FOR THE FIRE HYDRANT ABANDONMENT REQUIRES COORDINATION WITH THE ACSA AND HOLIDAY INN. ono' • '' °� / � ��� ^ Gl 14. CONTRACTOR SHALL INSTALL A 20' LONG STEEL SLEEVE ENCASEMENT AROUND THE PROPOSED DIP SANITARY SEWER. STEEL SLEEVE • � — ENCASEMENT TO BE CENTERED ON THE RETAINING WALL, ENSURING IT EXTENDS A MINIMUM OF 5' BEYOND THE EDGES OF THE WALL'S bg1 Off" °� / ROPOSED 20' LONG STEEL , \ — Z o FOUNDTAION. STEEL SLEEVE ENCASEMENT SHALL BE IN ACCORDANCE WITH THE ACSA DETAIL TD-36 SHOWN ON SHEET 9. BOG oo' oo4r ENCASEMENT. SEE'UTILITY NOTE \ U? W �' �':.."� — _ THIS SHEET. , _��` ` \ �� ( c p� (IN y ,co OF A•:. I , i o�/O EW ETA _ U�' ,ii� EW 10' PROFFERED TRAVELW� ` \ i/) W Gl W Khnstopher Taggart, Digital Signature �e ' _ o \ � :.:.:.. I / O MAX.T = 6' FER TO SHEET C-302 DETAILS 2 &7- , * ¢ Z .l_ Approved Plan oo LOR-1 NOTES: Z a v px January 11 2022 PROPOSED SANITARY3 0 — `U� `�, 1. LANDSCAPE ISLAND IS TO BE CONVERTED TO A PATIO o °� °`° SEWER RELOCATION TO BE O AREA WITH HANDRAIL. MATERIALS SHALL MATCH THE w d LOCATED WITHIN EXISTING s �D EXISTING PATIO IN FRONT OF STARBUCKS. W o PUBLIC EASEMENTS & RNV O MH2 / 2. THE 4 EXISTING SHRUBS SHALL BE REMOVED. ot¢ 3. THE EXISTING TREE SHALL REMAIN AND A 5'x5' MULCHI a CJ AREA SHALL BE INSTALLED AROUND BASE OF TREE. Z 4. A NEW DUMPSTER WITH 8' CONCRETE PAD SHALL BE W 1 / ESTOP / ..: ` •I, \ \ INSTALLED. REFER TO DETAIL 3/C-303. MATERIALS CONNECT PROPOSED SIGN /,, \ SHALL MATCH THE EXISTING DUMPSTER. W/L TO VIA EXISTING2"X8' W/L �41 / N S� e \ 5. IMPERVIOUS AREA IS NOT CHANGED BY THIS LOR. I �� � / / PATIO \ S•�Oe " ' P \ \y��+ PROPOSED 8" 52 PI W/L ° �L\ �: PROPOSED COMPLETE FIRE \ 4000 Y 4 ° ; ♦` HYDRANT ASSEMBLY W/ 8"x6" TE �� / PR POSED CL. 50 DIP SANITAR SEWER LATERAL FOR WASTE WATER +\a ` / FROM G�R�ASE TRAP SHOULD IT BE STO / LOCATED EXTERNALLY. MEP TO Il... IG k PROVIDE REQUIRED PIPE DIAMETER O � . NEW PAT10 AREA � ,�p,0 0• , \ . W/HANDRAIL \ E RE A G WAL / BUILDING A NEW PATIO AREA . " PERMEABLE � El I-�1�4' FFE=392.67 LOCATION OF PROPOSED FDC / PAVERS Mf��s (9,500 SF) - w LO —1 / oCD / \\ -/ SEE LOR-1 NOTE$ / / RO SED GREASE TRAP , 9, o (MAY BE INSTALLED HIN BUILDING) / i LOCATION OF ♦1 pF S \ ��•: PROPOSED FDC 1� RETAINING WALL ,♦ �, / _ / MAX HEIGHT = 2.0' ♦,♦ s .'.': / 1 / o / / � Leo •.. ,,.. \ \`. ,• , / ♦ ♦ '' • ' � / , - o EW RETAINING WAL , ♦ ��'`: '..••.: / , , // / \ \ S \ �, •• MAX HEIGHT - 2'- / r \ `° \+- \ :. TW=392.50 BW-390.50 � ♦�♦♦ i 11 11 r / � I/ r- / WATER METE ♦1♦♦ j l l v / / VAULT ♦ / y \ 7� \ ° \ \may \ ♦• 1 / / PHASE \ °� \ ♦ TW 2 PROPOSED/ RP T P / O OCO SOS, \ PROPOSED 6"x4" \ L 1e'\/ ♦ 1" COPPER WATER LATERALS & 1" / ♦ / TEE FOR 4" CL. 52 D . ♦ SETTERS FOR (2) TWO V METERS (BLDG. \ FIRE LINE W/ 4" G.V. \ ♦ A). 2' MINIMUM SEPARATION, AS SHOWN O W P POSE F.H. A EMBLY W/ 8"x6" TEE,6" G.V. \ y ♦ ROPOSED 6" GV / / P OPOSED 8"x6" REDUCER. \ ♦ i � / / � � � � � I.GIu / (1) PRO OSED ' x4" TEE W/ 4" GV, ♦ s , J W .. 5 ROPOSED 6" �" _j RE EDT 2" CO ER FOR 2" METER / / 90 DEGREE BEND / , 2" VA (SEE SA TD 2) (BLDG. A) °`o / / ♦ ///// W L( w O Ljj U — ` • LOW OFF Q o w PRO SED 6"x4" TEE FOR 4" ° / ./ ♦ ASSEMBLY CL 2 DI FI LINE W/ 4" G.V. ` \ • / ` ; �y SHEET No. ono` � • CAP ON PHASE 1 SEWER/ C-203 EXISTING HOLIDAY INN �4<0 • // $w , SHEET 3 of 5 PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY I PHASE 1 QUANTITY PHASE 1 TOTAL CANOPY TREES AR ACER RUBRUM RED MAPLE 2 1/2" cal. 452 0 0 BN BETULA NIGRA RIVER BIRCH 1.5-1.75" cal. 464 0 0 NS NYSSA SYLVATICA BLACKGUM 2 1/2" cal. 151 1 151 PA PLATANUS ACERIFOLIA LONDON PLANETREE 2 1/2" cal. 422 1 422 QA QUERCUS ALBA WHITE OAK 3 1/2" cal. 243 6 1458 OP QUERCUS PHELLOS WILLOW OAK 2 1/2" cal. 419 0 0 UP ULMUS PARVIFOLIA 'ALLEE' ALLEE ELM 2 1/2" cal. 423 7 2961 UNDERSTORY TREES AG AMALANCHIER x GRANDIFLORA SERVICEBERRY 6-7' ht. 130 6 780 CC CERCIS CANADENSIS REDBUD 6-7' ht. 124 9 1116 CK CORNUS KOUSA KOUSA DOGWOOD 6-7' ht. 128 4 512 MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-7' ht. 113 2 226 MS MAGNOLIA STELLATA STAR MAGNOLIA 6-7' ht. 49 0 0 EVERGREEN TREES IN ILEX x 'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 4'-5' ht 442 56 24752 MG MAGNOLIA GRANDIFLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' ht. 25 45 1125 JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 4'-5' ht. 16 3 48 AB ABELIA GRANDIFLORA GLOSSY ABELIA 24" ht. min 14 14 196 AZ AZALEA 'GEORGE TABOR' GEORGE TABOR AZALEA 6-8" ht. min 5 8 40 CS CORNUS SERICEA RED TWIG DOGWOOD 18" ht. min 72 •+3.15 1368` 1080 IC ILEX CORNUTA CHINESE HOLLY 18" ht. min 20 30 600 IG ILEX GLABRA INKBERRY HOLLY 24" ht. min 26 46 1196 IV ITEA VIRGINICA 'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 18" ht. min 1 64 37 1 2368 TOTAL CANOPY 36,031 39919 NOTES: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES ID PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. CALCULATIONS PROPOSED DEVELOPMENT 2.85 AC 124,113 SF CANOPY REQUIRED (10%) 0.28 AC 12,411 SF PROPOSED CANOPY 0.39 AC 39,319 SF TOTAL PARKING LOT TREES REQUIRED: PARKING SPACES 56 # TREES REQUIRED (1/10) 6 LARGE SHADE TREES PROPOSED: 15 PAVED PARKING & VEHICULAR CIRCULATION AREA: 44,005 SF SF PLANTING REQUIRED (5%): 2,200 SF SF PLANTING SPACE PROVIDED: 6,346 SF PARKING LOT LARGE SHADE TREE PLANTING LIST: OR 0 QA: 6 AR: 0 PA: 1 BN: 0 NS: 1 UP: 7 ADDITIONAL PARKING LOT PLANTING LIST: IV: 37 CS: 19 MV: 2 AB: 14 IG: 46 CC: 9 IC: 30 CK: 4 MS: 0 AG: 6 JV: 3 PHASE 2 AND 3 LANDSCAPING ARE NOT SHOWN ON THIS AMENDMENT. FURTHER PHASES WILL BE SHOWN ON OTHER AMENDMENTS. ♦OF Atq, ♦ / / NIA 6� tt rnL y� Khristopher Taggart, Digital Signature ♦ ♦ O 20' °� 0 20' / 40' / 60' -1- R Approved Plan ♦ ,°s ♦°� �O/� B' Q M N Q January 11, 2022 ♦°�y ♦°� ;•L ' CALE: 1 "=20' / / •� s z \ o 00 000 ,N� �„ ° 9' J / / V A O ",00 /a M +''� o♦ �♦ ;;: / ' / \'CITY M U) 3:Z Y / o TMP 211BQ52000 o CD w ��♦ ♦ ��♦ �� 'r:'�` �'/ FTV INVESTM> `P�T5 LLC o ♦ °�� pIp INST No. 20120005(Z54 a /' �. ZONED: HW \ �7 o�� \ z Jam® ♦ Jam♦ ; .`. • :* e:., F+ J9 / ' � j 36 U�D � \ � ��J' , _ I 0v01 0♦ Cq ° ♦° G7 - f':'. °�� EXISTING TREES ''� / v ` v Z E3 0 0 ♦ .r / °��♦J �.� TO REMAIN �/ �1p05� _ .. _ .. _ J I v� ♦ /' ` ° N . C�EEk mom Co P JWANS C1IA �I I --I rz ` w ♦ �/ � � LOT E � LBE wz�U14 x — _ JP¢� �♦ ;..'r off'/ � ` x i„* * <° ,// EW 10' PROFFERED TRAVELWAY FER TO SHEET C-302 DETAILS 2 & 7 NO LANDSCAPING TREES ARE ALLOWED TO vo o..` o �[o \ LOR-1 NOTES: a Z BE PLANTED WITHIN 10' OF THE EXISTING \ ♦ ` 0 ., �\ \ a6 1. LANDSCAPE ISLAND IS TO BE CONVERTED TO A PATIO °�4 r o° ° „ \ AREA WITH HANDRAIL. MATERIALS SHALL MATCH THE W SEWER LINE UNTIL THE RELOCATION IS + 0 s EXISTING PATIO IN FRONT OF STARBUCKS. CONSTRUCTED, TESTED & ACCEPTED. y/ \ o O MH2 2. THE 4 EXISTING SHRUBS SHALL BE REMOVED. J�♦ °d� off/"' % 3. THE EXISTING TREE SHALL REMAIN AND A 5'x5 MULCH / n % AREA SHALL BE INSTALLED AROUND BASE OF TREE. I P ! 0 / \ 4. A NEW DUMPSTER WITH 8' CONCRETE PAD SHALL BE INSTALLED. REFER TO DETAIL 3/C-303. MATERIALS a STOP SHALL MATCH THE EXISTING DUMPSTER. 5. IMPERVIOUS AREA IS NOT CHANGED BY THIS LOR. �y(04W*+ Jam♦ °.:•` LOR IGN NEW PATIO AREA + 1�0 + , O +j , \ w . W/HANDRAIL O \ ¢ o U • ' ��, •': _:: •'' • • B U I L D N G A .r . NEW PATIO AREA o o \ &4O` \ Y \ \ . + PERMEABLE , o + FEE=392.67 \ d U� � ;1 � \\ / PAVERS G SEE LOR-1 NO / + o o oa H3 0 n SIN # \ ��' \ �� ♦♦♦ , ' / UFO I ° '' " �` ` :'\... � , + ♦''' ' � m � � i U 19 LSO . \ �e , ♦ � / _ � W QVI °<o H 4 s \ y s g \ \\ r ♦ ♦ % ♦ ~ r, Wn 7 /\) 777 , P O 00-00-00-0 5/ ° s 1! / ♦,, H H A S E 2 ;' ! j 0( Q S C EK ACHT CLLJ8 INC (� � � C OL P COMPANIES ,, \ \ ♦ % "'n 4F ; J W D K 1 1 P GE 424 ,, \ '�, \ \' W ♦ � �� I / � � LE.. Ld -� x J IGN • , o mQ o w ♦ � /s 5 � I I� ��, / ,� a c=n mom ; o / �� SHEET NO. �\ I� h� C 204 REFER TO SHEET C-205 DETAIL 1 SHEET 4 of 5 PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING. NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR W RE BASKET FROM TOP X OF BALL IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1'.1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY NTH FOOT PRESSURE SO THAT FOOTBALL DOES NOT SHIFT 1 TREE PLANTING DETAIL -301 SCALE: NTS 12" TYP r RESERVED PARKING 18" CORNER RADIUS 6" ACCESSIBLE -_ IS 1.5" (TYP) M 14"R 12' ZONE 4" WIDE WHITE PAINTED LINES SPACED 2' ON CENTER ROOT BALL 12 GAUGE GALVANIZED W RE 3-2"x2" HARDWOOD STAKES GALVANIZED W RE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"X2" HARDWOOD STAKE, 2'1" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF FOOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4­6" AWAY FROM TRUNKFLARE SET FOOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT. COVER THE TOP OF THE FOOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT NTH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1"COMPOST LAYER 4"x18" PERFORATED CORRUGATED PLASTIC PIPE; CAP FLUSH NTH MULCH PLACE FOOTBALL ON UNEXCAVATED OR TAMPED SOIL R CK - ROWLOCK ��7I I i� 8" REINF. 4" BRICI EXISTING GRADE 12" REINF. FO( 1" DIA. 1' +4" NOTES: 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP :::1 10" SPACES AND 8' FOR VAN ACCESSIBLE SPACES. 8" SEE SITE PLAN FOR LOCATION AND DIMENSION OF 1'-10° HANDICAP HANDICAP SPACES, DIMENSIONS SHOWN HERE ARE MINIMUMS. 3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH HANDICAP SPACE. 4" WIDE WHITE 4. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, PAINTED LINES THE VIRGINIA STANDARD "RESERVE PARKING" SIGN AND STANDARD "PENALTY, TOW -AWAY ZONE" SIGN SHALL BE CONCRETE TIRE STOP. FNOT REQUIRED IF PARKING 5. INSTALLED. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN SPACE IS 16' LONG. AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM "2" HIGH LETTERING MOUNTED i Willi NV IC I MITI UNDERNEATH RESERVED PARKING SIGN. 6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND NO MORE THAN 7' ABOVE THE FINISHED GRADE. 7. THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR MULTIPLE SIGNS. SUBMIT SHOP DRAWINGS FOR SIGNS. 8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), VUSBC (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), WIDE WHITE AND THE CODE OF VIRGINIA SECTION 36-99.11. NTED LINES HANDICAP ACCESSIBLE PARKING DETAIL 5 PERMEABLE PAVER DETAIL -301 SCALE: NTS " CONIC. SLAB ON GRADE W/ 6X6 '2.9XW2.9 WWF OVER 4" GRAVEL 4" GRAVEL DUMPSTER DETAIL SCALE: NTS 6" 4 VDOT 21A GR-MGS2 TERMINAL HEAD LENGTH OF NEED 1 6'-3" fTYP.I 6'-3" t7YP.LI HEIGHT TRANSITION (WHEN SPECIFIED ON THE PLANS OR BY 50' THE ENGINEER) PAY LIMITS GR-MGS2 TERMINAL T AR R- 1 TRAFFIC 31" GUARDRNL PLAN RAIL LAP AT SPLICE, WITHIN TERMINAL PAY LIMITS FOR RUN-ON AND RUN-OFF SEE W-BEAM RAIL31" TERMINAL HEAD OTE 2C. SPLICE MID -SPAN I (1A (10) (9) (8) (7) (6) (5) (4) I I (31 �(2) (1) I NOTES: ELEVATION I 1. TANGENT END TERMINAL (GR-MGS2)SHALL BE A VDOT APPROVED PRODUCT MEETING MASH TESTING CRITERIA MY TERMINAL USED FOR THE GR-MGS2 SHALL BE FROM THE VDOT APPROVED PRODUCTS LIST. 4. FLUORESCENT PRISMATIC LENS YELLOW SHEETING SHALL BE USED ON THE 2. ALL TERMINALS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S REFLECTIVE MARKERS. ALL REFLECTIVE SHEETING IS TO BE IN ACCORDANCE INSTALLATION INSTRUCTIONS AND THE FOLLOWING VDOT REQUIREMENTS: WITH SECTION 701 OF THE ROAD AND BRIDGE SPECIFICATIONS. STRIPES SHALL SLOPE DOWN TOWARD THE SIDE OF THE DESTRUCTION ON WHICH TRAFFIC IS A ALL STANDARD GR-MGS2 TERMINALS (SIMILAR TO AS SHOWN ABOVE) TO PASS. SHALL BE INSTALLED WITHOUT AN OFFSET. COLOR: B. INSTALLING GR-MGS2 TERMINAL ON A RADIUS IS NOT PERMITTED. FIELD - YELLOW (REFLECTORIZED) C. DIRECTION OF THE REFLECTIVE TAPE ON THE TERMINAL HEAD SHALL MESSAGE - BLACK STRIPES (NON-REFLECTORIZED) CONFORM TO MUTCD APPLICATION FOR DIAGONAL STRIPES ON OBJECT MARKERS MID BRIDGE END PANELS. (SEE NOTE 4) D. NOT CHANGE THE LAPPING OF TERMINAL INAL FOR PINSTALLATIONS.TINSTALLATIONS.IN INSTALL AS SHOWN IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS ALL REGARDLESS OF ADJACENT TRAFFIC DIRECTION. (SEE DETAIL THIS SHEET) E. HEIGHT MEASURED AT TOP OF W-BEAM IS 30" MIN.- 32" MAX. 3. THIS DRAWING IS REPRESENTATIONAL ONLY. DETAILS, DIMENSIONS, QUANTITIES, AND OTHER THROUGH ROADWAY MARKER THROUGH ROADWAY MARKER INFORMATION NOT SHOWN WILL VARY FOR EACH MANUFACTURER. SEE INDIVIDUAL MANUFACTURER'S PLANS FOR THIS INFORMATION. POSITION LEFT OF TRAFFIC POSITION RIGHT OF TRAFFIC ITEM CODE 13286 EACH SPECIFICATION A COPY OF THE ORIGINAL SEALED MD SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT REFERENCE MIDWEST GUARDRAIL SYSTEM ROAD AND BRIDGE STANDARDS 221 (TANGENT END TERMINAL) REVISION DATE SHEET IOF 3 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 09/17 506.06 6 GUARDRAIL DETAIL -301 SCALE: NTS 3000 PSI CEMENT (TYPE II) 6%(1.5%t) AIR ENTRAINED 10'-0 11 -Y COMPACTED SUBGRADE GR-MGS2 B� #4 @ 12" BOTH WAYS (CENETERED) AEI 3000 PSI CEMENT (TYPE II) 6%(1.5%t) AIR ENTRAINED #4 ® 12" BOTH WAYS (CENETERED) -4 BITUMINOUS CONCRETE PAVEMENT EXISTING I I I I I I I I I I I I I RED FROOMMU THE CENTER OF POST 1 SLOPE HINGE-- INT 1&f TgpER_ -0.... d i i d i i i pw BUJ z SLOPE HINGE POINT' s r GR-MGS2 TERMINAL .. A--] ••MEASURED FROM THE FACE OF Ral I 6- 0" I SITE PREPARATION REQUIREMENTS FOR GR-MGS2 I�I NOTES: 1. THE CROSS SLOPE OF THE GRADE APPROACHING THE GUARDRAIL TERMINAL, AND ADJACENT TO FOR ITS FULL LENGTH MUST BE A MAXIMUM OF 10:1. IF THE EXISTING GRADE IS PLAT OR IS A POSITIVE SLOPE DUE TO THE SUPERELEVATION OF THE ROADWAY PAVEMENT, THE MINIMUM OFFSET FROM THE FACE OF RAIL TO THE HINGE POINT, AS SHOWN, IS REQUIRED. 2. THE AREA IMMEDIATELY BEHIND AND BEYOND THE TERMINAL SHALL BE TRAVERSABLE AND FREE FROM FIXED OBJECTS. IF A CLEAR RUN OUT IS NOT ATTAINABLE THIS AREA SHALL AT LEAST BE SIMILAR IN CHARACTER TO THE UPSTREAM UNSHIELDED ROADSIDE AREAS. 3. FOR NEW CONSTRUCTION AND RECONSTRUCTION. THE 10:1 SLOPE GRADING SHALL EXTEND A MINIMUM OF 6'-0" MEASURED FROM THE FACE OF RAIL. 4. FOR PROPRIETARY GUARDRAIL TERMINALS, THE MANUFACTURER'S SITE PREPARATION REQUIREMENTS TAKE PRECEDENCE OVER THIS STANDARD IF ADDITIONAL GRADING 15 REQUIRED. NCE POINT (SEE NOTE 1) TO 4: FLATTER SECTION A -A I POINT SECTION B-B XVDOT A COPY OF THMIDWE6ST AND GUGARDRAIL ON SYSTEM TRAIL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEL2 OF 3 REVISION DATE (TANGENT END TERMINAL) zzt 236 506.07 09/17 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 Khristopher Taggart, Digital Signature Approved Plan January 11, 2022 FULL DEPTH PAVEMENT 2' MAX. ASPH. PANE. ¢ WITH SAME AGGR. SUB. AS ROADWAY/ D SHOULDER f- S£CTION I CG-3 ONLY 4' FULL DEPTH a PAVEMENT 2' MAX, ASPH. PAVE. ti WITH SAME AGI SUB. AS ROADWAY/ _ SHOULDER W C SECTION Ci CG-3 ONLY o ¢ �I a v_ B O � z L- 0 FULL DEPTH W PAVEMENT I-,-� >•II 2' MAX. ASPH. PAVE. p WITH SAME AGGR. SUB. AS ROADWAY/ SHOULDER SECTION B-B CG-3 ONLY N FULL DEPTH PAVEMENT A CURB AND GUTTER OR CURB ONLY CURB AND GUTTER OR CURB ONLY SECTION A -A CG-7 OR CG-3 /-45 DEG. CURB TRANSITION. ADEOUATE DRAINAGE SHALL BE PROVIDED TO AVOID PONDING WITHIN CURB OFFSET. CG-3 ONLY, �wN(A 6� r z � o �O Q�oF o N z O O \ O if) O = \ CC) a ciw� oz m m m a ¢ 0 U In In m w Of U U D Ld Wp _ U V �z �z y O -- CQ CQ Z �O J-13 � D O � CIOac\2DO �F~-y0 rFc 1� UU�] I z F DDo Q F d LJ � W0W� CS O 7z�L) �� W W �z_ L� FULL DEPTH PAVEMENT z 2'MAX, PAVEMENT DEPTH WITH SAVE W AGGREGATE SUBBASE AS ROADWAY/SHOULDER C CG-3 ONLY 8 DASHED LINE INDICATES SEPERATION BETWEEN FULL DEPTH AND 2 MAX, PAVEMENT DEPTH, (SEE SECTION VIEWS.) TRANSVERSE PAVEMENT MARKINGS SHOULD BE PROVIDED. SEE PAVEMENT MARKING PLANS. FULL DEPTH PAVEMENT EDGE LINE MARKING CG-3 OR TRANSITION TO CG-3 A FIGURE J-3-2 TYPICAL CURB OFFSET LAYOUT FOR A TANGENT MGS GUARDRAIL TERMINAL* 4 GUARDRAIL DETAIL -301 SCALE: NTS B� A� GR-MGS2 TO MEASURED FROM THE SLOPE HINGE POINT CENTER OF POST 1 10:1 TAPER d 10:1 TAPER ----___-_- i i i d d i i wa 0 _____ I I 0 SLOPE HINGE POINT BBJ z GR-MGS2 TERMINAL o A� :. MEASURED FROM THE FACE OF RAIL f 4 0" LIMITED USE SITE PREPARATION REQUIREMENTS FOR GR-MGS2 �jl NOT FOR USE ON INTERSTATES, FREEWAYS, OR NEW CONSTRUCTION. HINGE POINT UNLESS APPROVED BY THE ENGINEER. OU (SEE NOTE 1) 4:T OR FLATTE R NOTES: 1. THE CROSS SLOPE OF THE GRADE APPROACHING THE GUARDRAIL TERMINAL, AND ADJACENT TO FOR ITS FULL LENGTH, MUST BE A MAXIMUM OF 10:1. IF THE EXISTING GRADE IS FLAT OR IS A POSITIVE SLOPE DUE TO THE SUPERELEVATION OF THE ROADWAY PAVEMENT, THE MINIMUM OFFSET FROM SECTION A -A THE FACE OF RAL TO THE HINGE POINT, AS SHOWN, IS REQUIRED. 2. THE AREA IMMEDIATELY BEHIND AND BEYOND THE TERMINAL SHOULD BE TRAVERSABLE AND FREE FROM FIXED OBJECTS. IF A CLEAR RUN OUT IS NOT ATTAINABLE THIS AREA SHOULD AT LEAST BE SIMILAR IN CHARACTER TO THE UPSTREAM UNSHIELDED ROADSIDE AREAS. 3. NOT FOR USE ON INTERSTATES, FREEWAYS. OR NEW CONSTRUCTION, UNLESS APPROVED BY THE ENGINEER. 4'-0-.- MAY BE USED WHEN SPECIFIED IN THE PLANS FOR 3R WORK THAT CANNOT CONFORM TO THE SITE PREPERATION REQUIREMENTS ON PAGE 506.07. 4. FOR LIMITED APPLICATIONS AS DESCRIBED IN NOTE 3, THE GRADING SHOULD BE AS CLOSE AS POSSIBLE TO HINGE POINT �Q`I�'-'�Tj )III r THE SITE PREPARATION REQUIREMENTS ON PAGE 506.07. THE SLOPE SHALL EXTEND A MINIMUM OF 4'-0" FROM THE FACE OF RAIL AND GRADING SHALL CONFORM TO THE DETAILS ABOVE. USE 21B AGGREGATE, OR OTHER SUITABLE MATERIAL AS APPROVED BY THE ENGINEER. f0:1 MAX. j SECTION B-B SPECIFICATION A COPY OF THE ORIGIN& SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT REFERENCE MIDWEST GUARDRAIL SYSTEM ROAD AND BRIDGE STANDARDS 221 236 (TANGENT END TERMINAL) REVISION DATE SHEET 3 OF 3 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 09/17 506.08 F-I--I C7-I P� rO WJ W rl n W O V 1 O -1 H Q W Q NW/y Fi W W O W _J_ W O LO LLI W W' d S (n SHEET NO. C-301 SHEET 5 of 5