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Home My WebLink AboutSDP201900045 Plan - Revision Letter of Revision 1 2022-01-07SITE 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 i 20' 0\ \ 20' 40' 60' o TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. f` a, / ., `:: z� z 5. BUILDING A IS CURRENTLY UNDER CONSTRUCTION NAD HAS A SLAB ON GRADE. '_ \� J 6. A MINIMUM 20' DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND BUILDING A. SCALE: 1 "=20' f"` `rr, / / \ �h 7. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE ONIP, i \ Lo 0 DESIRED LOCATIONS. f "f ` <\® EX MH \ � 8. CONTRACTOR SHALL TIE THE PORTION OF THE EXISTING PRIMITIVE TRAIL LOCATED WITHIN VDOT R/W TO TEH f` \ �'' / \ — — _ _ o m PROPOSED TRAIL SYSTEM. f / " \ — p 9. THE DRIVE THRU LANE FOR BUILDING A, WHICH IS LOCATED IN THE NE PORTION OF BUILDING A SHALL INCLUDE APRE-MENU BOARD PLACED 20' AT IT'S CENTER FROM THE POINT OF ORDERING. THE POINT OF \ N ORDERING, WHICH IS LOCATED ON THE SECOND MENU (ORDER) BOARD, SHALL BE LOCATED 56' FROM THE \ \ m EDGE OF THE BUILDING. \ \ \ \ \ �_ cn _ 10. CONTRACTOR SHALL COORDINATE WITH THE COUNTY AND THE OWNER TO RELOCATE THE EXISTING HOLIDAY = 0 \ Q � Ir 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 \ 0 < w w 12. THE FREE-STANDING SIGN LOCATION WILL NOT BE APPROVED WITH THE FINAL SITE PLAN; IT WILL BE � � ,5 � '. � � \ \ � < APPROVED WITH A SEPARATE SIGN APPLICATION. MINIMUM SIGN SETBACKS WILL BE MET. _ Ld 00376-37437237p36g 6 \ \ \_______o i 07 oil �4 41 P R a ��o 63.S-o�� Pay,. .:.. � / � \ \ EI( — � •� w .� �I \ \ \ \ \ ~ W a _ ♦ co EWETAfKRNG WA _ — _ ,i E" fx y QF �� a, . , _ i EW 10' PROFFERED TRAVELWAY p EL _ REFER TO SHEET C-302 DETAILS 2 & 7 w om LOR-1 NOTES: 1. LANDSCAPE ISLAND IS TO BE CONVERTED TO A PATIO W / MH2 �• fir„ AREA WITH HANDRAIL. MATERIALS SHALL MATCH THE W ��, / / O CC_Z +"+ ', EXISTING PATIO IN FRONT OF STARBUCKS. � Z 2. THE 4 EXISTING SHRUBS SHALL BE REMOVED. a R60 +"'+„ \, 3. THE EXISTING TREE SHALL REMAIN AND A 5'x5' MULCH Z i AREA SHALL BE INSTALLED AROUND BASE OF TREE. ESTOP '_ S •, R3. N e0 ` fir,, \, 4. A NEW DUMPSTER WITH 8' CONCRETE PAD SHALL BE W SIGN ".` R� R5' ; : ;' ,, 5 cc R40' \ \ +rr, \, , INSTALLED. REFER TO DETAIL 3/C-303. MATERIALS SHALL MATCH THE EXISTING DUMPSTER. ce PATIO S�Ge R3 R ' ssq c\� + + 5. IMPERVIOUS AREA IS NOT CHANGED BY THIS LOR� R7 a R A R4' �. /Q. ems p• \� +,, \ / 1 °' \ ♦\ 2' � \ / �� CG-2 R45' '� ` .'.F:.. LOR-1� :�: S o• R .'.. o ocP G,y�. y ok IGN� R5' \ s s .• O / 4 R20' 16 CG-1 NEW PAfi10 AREA;.,.' '' W HANDRAIL EW RETAINING WALL / BUILDING A ©� :. R3' \ NEW PATIO AREA MAX HEIG 4' - - R12' \ 1 N�II �� .O PERMEABLE , � `• FFE=392.67 R PAVERS - ��'��oMH6 R ::. (9,500 SF) \ L R' C N / n� i •' .' " 11 / sq 2' SEE LOR-1 NOTE 5' o O ♦ s ., R1 , G O v MH3 / �X STR-52 � -12 '�F� :a. � \ ♦1 GnF,9 I o z J90 1� 5 RETAINING WALL ♦♦ �, ' _ . HEIGHT = 2.0' ♦♦♦ , w o Z EW RETAINING WALL �� ♦ ' _:. o MAX HEIGHT - 2' M / / / r \ \ .F S• c\2 cc`2�91 a W=390.50 / \\ 'El �� 7 \ \\\ ;' . ® R35' ` R15 �0 �°�Q°° ♦♦♦ : _ O ��j \\\\\\ ; ` \� �IMXZSTOP ♦♦♦♦ �♦ r i/1 Z PHASE 2 EX MN D �/� \ \\ � \ \ ® � o SIGNN � ♦♦♦♦ i ` � � Q � � R15 CG 2 ♦ ;� , W �_ IGu♦ O / I5�• Imo' rT, J • ♦ El �T W • ` O W El R10' i I Q � r� L w ♦ ; SHEET NO. EXISTING HOLIDAY INN • - AVC-201 XXXX / ',xxxf 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 V SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE SCALE: 1 "=20' COMPACTION OVER TEH ENTIRE ROADBED/FOUNDATION AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND o a BRIDGE SPECIFICATION 30304. o 3. GRADING AND FILL OPERATIONS SHALL BE COMPLETED IN A MANNER THAT DRAINS RUN\OFF AWAY FROM BUILDINGS AT ALL TIMES. 4. ALL SLOPES STEEPER THAN 3:1 FROM FILL OPERATIONS THAT ARE TO REMAIN FOR A PERIOD LONGER THAN '„f 12 MONTHS SHALL BE STABILIZED WITH A LOW MAINTENANCE GROUND COVER. "��W C C e 5. CONTRACTOR SHALL INSTALL VDOT STD. GR-2 ALONG THE RETAINING WALLS IN THE VICINITY OF THE �" '� / / J \� - - - - _ N °. �NN••'� PROPOSED PARKING, WHEN REQUIRED BY THE COUNTY AND VDOT INSPECTORS. „" �' X - \\ - - - - - p fm 6. ALL SPOT SHOT ELEVATIONS SHOWN REPRESENT FINISHED GRADE ELEVATIONS, THIS INCLUDES RETAINING WALL of I 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 s: Y \ \ \ N = TIME, THE EXACT COMPACTED FILL REQUIRED BETWEEN THE PROPOSED GRADES & THE EXISTING TOPOGRAPHY y �\ �� \ \ \ Q :5 a: SHOWN CAN BE ESTIMATED, BUT NOT EXACTLY QUANTIFIED. O _ _ Q V DRAINAGE NOTES: f �' \�\� �� \ \ \ \ \ J m m o m ¢ 1. A MINIMUM OF 1' VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. \ \ \ \ m N z o 0 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR - - \� �� \ \ \ \ o a z Y TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ,�� N w ACCESSES, CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE Uj- _ _ - - �� \ w TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. '/ °� - - - _ - 37 3 (368 �� \ _____ 3. CONTRACTOR SHALL FIELD FIT THE PROPOSED STORM AND SANITARY STRUCTURES TO ACCOMMODATE THE374 2 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. og� 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 o� �� - - - - _ CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. EXISTING TREES 1 • ' / / 5. WHERE THE PROPOSED STORM SEWER IS OF VDOT STD. CL.III RCP MATERIAL, THE CONTRACTOR MAY SELECT A TO REMAIN �� 1► i�, �`� 0 DIFFERENT VDOT APPROVED MATERIAL WITH PROPER INSTALLATION/BACKFILL IN LIEU OF THE RCP. SUCH AN `'.4 °� - / \ �� RL�'S' \ _ - % a ALTERNATE PIPE MATERIAL SHALL BE CHOSEN FROM THE LIST PROVIDED IN VDOT STD. &SPEC. 107.22. ill Ok�P�I o4�/ / \\��%iI� \ \\�� a o TC89.82 ,....•.;i:.. ° �r :,..,.: �i \ \� \\�� Q-) V 388 z P .i.. 008 'ar E ETA ' * V �� \ � - ,'� EW 10' PROFFERED TRAVELWAY\ � _ � �� `a � * W , FER TO SHEET C-302 DETAILS 2 &� _ \� \ i. W 6 O �-I z\ ob arrr .::...,. TC92.10 ain�in `_ \ LOR-1 NOTES: W \ \ 60 MH2 1. LANDSCAPE ISLAND IS TO BE CONVERTED TO A PATIO d Z o ,:''J O rr, AREA WITH HANDRAIL. MATERIALS SHALL MATCH THE \ b� CIO � TC92. �` �, EXISTING PATIO IN FRONT OF STARBUCKS. a CJ \ I� TC92.33 1.88 0 reoX C92.30 �� 2. THE 4 EXISTING SHRUBS SHALL BE REMOVED. PP W SS 00 C9o.60 �" \ I 3. THE EXISTING TREE SHALL REMAIN AND A 5'x5' MULCH I 1 ) vs GG�Z , T err, \ �, / IF AREA SHALL BE INSTALLED AROUND BASE OF TREE. TC93.1 TC92.40 SIGN r TC92.3 1' 4. A NEW DUMPSTER WITH 8' CONCRETE PAD SHALL BE / N ape •8 �' r+ �� INSTALLED. REFER TO DETAIL 3/C-303. MATERIALS / PATIO SHALL MATCH THE EXISTING DUMPSTER. R 92.50 + TC92.5 S� T 90.50 \ 5. IMPERVIOUS AREA IS NOT CHANGED BY THIS LOR� TCg TC91.40 TC89.50 ' \ TC93.1 / C91.1 /P92.2 P9 4 2.20 �- TC89.60 \ T t.. 4 �0) TC91.2 LOR_1 TC92 0 0/b TC P9 s'` �✓' ' ITC95.6 STOP TC90.. :::•" �\ r TC89.60 ;:•'.:.:: IGN P21 .95 ' I TC91.33 TC9 .2 40 gyp. T 9.90 TC88.i NEW PATIO AREA 1 \ TC/P88.63 50 , ■ . W/HANDRAIL BUILDING A P89.40 TC89.70 NEW PATIO AREA RE AttNING WALL 91.3 TC/P88.30 PERMEABLE , HEI Hj1= 4' • 04 .:;`' FFE=392.67 \ TC88.70 PAVERS -� TC91.26 . ; R. ; '': TC92.5 TC90.10 / \ \ / N @MH6 TC91.1 TC .80 (9,J00 SF) \ J / TC/P89.40 �Lij TCD C/P90.28 I TC/P .40 SW89.40 /TC9�68 TC90.5 EE LOR-1 NOT�$ TC89.2 J / =89.8 / O0� T/ W=91. 5 ♦ GsD ; _ / zTC90.80 93 C90.43 89.75 o TC90.10 c C92.50 w 9.70 ♦, / S TC90.3 TC92.50 RETAINING WALL ,♦ �, / - / o C91.5 TW=89. 0 MAX HEIGHT = 2.0' .,♦ / , / o �7 v 9 ® EW RETAINING WALL ♦ ♦ , / TC 0.80 �' ' \ T091.b0 TC90.25 MAX HEIGHT - 2' C89 0 TW=392.50 W=390.50 TC92.50 C92.50 TC92.20 / T 2.50 // ♦♦ • / �/ oz �C89.56 ..♦ j / ` / C90.7 TC90.70 cso.s . ♦♦ ;t // / - O \ ® TC89.56 7 `: ,;.. • MX2STOP TC9 .80 ♦ i / / a _60 0 O SIGN' PHASE 2 ; / ! � w Q \ \ TC89.99 ,,. TC90.50 ` ® •• / ; // W Q TC90.60 / W \ 91.51 ♦, TC91.38 1 / �� // / � � � \ C96.Lu 60 IGN • s / / W TC92.4 / / 5 L TC92.33 TC92.62 / / i / ; �® o a w / / • / \ TC92.00 / // v = • '� SHEET N0. 9 � _ C-202 EXISTING HOLIDAY INN �� / / / / z2TC92.28 / • / / / SHEET 2 of 5 UTILITY NOTES: / o� �J l3 o� / rA 1. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND WATER AND SEWER LINES MUST BE PROVIDED. / / o&O / �� y 3. A MINIMUM OF 1 OF OF VER MUST RTICAL E PARATOIN FROM WATERINED OVER AND SEWER LINES MUST BE PROVIDED. \ 0Q p� ' °� moo' / �4. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS, GUTTER PANS OR PAVERS. \�'�F� °��' "' �� o� 20' 0 \ 20' 40' 60' m - 5. ALL PROPOSED SANITARY SEWER AND WATERLINE STRUCTURES SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT &SHALL BE pF MH 1 THROUGH MH 2 / 0 o DEDICATED FOR PUBLIC USE PRIOR TO FINAL SITE PLAN APPROVAL .�S °p IS DUCTILE IRON PIPE ;. �' / — ' \ \ o J 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO CONSTRUCTING THE CON CTOR SHALL ENSURE ��I A: \ 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 ' _ \ \ \ �WW, Q ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. MANHOLE FRAME & COVER ,s / J / \ >�\ o J 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 I o (D— OF THE EXISTING INFRASTRUCTURE IS NOT COMPROMISED. THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARECD MET WITH THE IMPROVEMENTS. ogti \� \ \ '� \\ \ N 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 J�o `•` ' r o STRUCTURES PRIOR TO INSTALLATION/CONSTRUCTION FOR THEIR REVIEW AND APPROVAL. COLLINS ENGINEERING SHALL VERIFY ALL \ ABANDO HE EXISTING SANITARY SEWER �# `11 \ \ \ \ \ m = SURVEY CUT SHEETS WITH RESPECT TO THE CONTRACTOR'S ASBUILT SURVEY TO ENSURE POSITIVE DRAINAGE AND PROPER BETWEEN' MH 1' AND THE DOGHOUSE'MH6'. \ �� /\ \ \ \ \ _ m ELEVATIONS ARE MET. CONTRACT SHALL NOT ABANDON THE EXISTIN 9. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF EXISTING UTILITIES TO CONFIRM DEPTHS AND TO SANIT Y SEWER BETWEEN'EX MH1' AND'MH6', �Q j' VE ��\ \� \ \ \ o w w r r °` OR KE ANY MODIFICATIONS TO THE S/L, U \ \ \ \ \ Z ¢ Q m m m ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. �y \ \ \ \ ACSA INSPECTOR HAS GRANT �APP AL. - pIP \ \ \ \ \ \ \ \ \ 0 U z p o 10. FOR THE SANITARY SEWER BETWEEN 'EX MH 1' AND 'EX MH 2': CONTRACTOR SHALL TELEVISE THE EXISTING SANITARY SEWER PRIOR \ \ \ \ \ m N w w \ Q \ U — U TO CONSTRUCTION TO IDENTIFY THE LOCATIONS OF ANY POTENTIAL EXISTING LATERALS. IF EXISTING LATERALS ARE LOCATED THE CONTRACTORS SHALL SCHEDULE A DISRUPTION OF SERVICE WITH ACSA & THE PROPERTY OWNERS. THE CONTRACTOR SHALL ENSURE °o�ti" 33 `� �J — — �'T \ cD �� \ w = Lu CONTRACTOR SHALL WA,14` tNST L E SANITARY M ALL EXISTING CONNECTIONS ARE REESTABLISHED WITH THE RELOCATED SEWER. AFTER THE SEWER UPGRADE HAS TAKEN PLACE, THE E — —� — �3 ] 36 °<o \. \\ \ \ \ _ o v SEWER CONNECTION F{d l T MH3 NTILAFTER " — 372� O \ \� \ EXISTING LATERAL CONNECTIONS HAVE BEEN RECONNECTED AND THE DISRUPTIONS TO SERVICE HAVE ENDED, THE CONTRACTOR SHALL 74_— — THE SANITARY SEWER R ATION HAS BE OMPLETED /.,:.'; TELEVISE THE LINE TO ENSURE ADEQUATE CONSTRUCTION AND COMPLIANCE WITH ACSA & BUILDING REGULATIONS. AN ACSA o �V o� (MH6 - EX MH1). CONSTRUCTION OF T1Hr'`�ONNECTIO REPRESENTATIVE SHALL BE PRESENT DURING THE TELEVISING OF THE SANITARY SEWER AT ALL TIMES. ANY SEWER MAINS IN THIS / ♦ �a INTO MH3 SHALL ONLY O `*AFTER THE AC \ A SECTION THAT CANNOT BE TESTED SHALL BE TELEVISED. o� / ♦ INSPECTOR HAS GRANTE[ APPROVAL TO MIf�11!a1IZE 11. A KEY BOX SHALL BE PROVIDED ON ALL (3) BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE FIRE /' ♦i \ \\ �� — — — — \ POTENTIAL DISRUPTIONS TO EXISTING C WTT 00� 0 ^j� EXISTING TREES MARSHALL'S OFFICE TO DETERMINE THE LOCATION. - o� / / ♦i \ \ \ \�_ — — — _ — — _ �\ \\ Z 12. ALL PROPOSED DUCTILE IRON SANITARY SEWER SHALL BE LINED WITH AN INTERIOR EPDXY COATING. TO REMAIN ♦ Uc \ #00 0 13. ANY WATER SHUTDOWN FOR THE FIRE HYDRANT ABANDONMENT REQUIRES COORDINATION WITH THE ACSA AND HOLIDAY INN. 41p 14. CONTRACTOR SHALL INSTALL A 20' LONG STEEL SLEEVE ENCASEMENT AROUND THE PROPOSED DIP SANITARY SEWER. STEEL SLEEVE 1I �P� �� off/ / ° ° \\\�� CRL''j;' — _— — —\� a W ENCASEMENT TO BE CENTERED ON THE RETAINING WALL, ENSURING IT EXTENDS A MINIMUM OF 5' BEYOND THE EDGES OF THE WALL'S �,�:�, b3 O� ROPOSED 20' LONG STEEL \ �k. — o FOUNDTAION. STEEL SLEEVE ENCASEMENT SHALL BE IN ACCORDANCE WITH THE ACSA DETAIL TD-36 SHOWN ON SHEET 9. i0U 41G ' oev/ ENCASEMENT. SEE'UTILITY NOTE SL��•S �1G �' " .:.�:..'� — — THIS SHEET. \ \ \ �� \ \ �� W � r.. 9�z i.. ogF EW ETA ucp i� EW 1 O' PROFFERED TRAVELWA\ W a W \ ` :.� \ zz FER TO SHEET C-302 DETAILS 2 &7- LO�R-1 NOTES: Z a U px \ ° °�I PROPOSED SANITARY3 0 — \ \ �°� \ `6 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 MH2 / EXISTING PATIO IN FRONT OF STARBUCKS. Q W d PUBLIC EASEMENTS & R/W 0 2. THE 4 EXISTING SHRUBS SHALL BE REMOVED. 3. THE EXISTING TREE SHALL REMAIN AND A 5'x5' MULCH I a AREA SHALL BE INSTALLED AROUND BASE OF TREE. Z PP / 4. A NEW DUMPSTER WITH 8' CONCRETE PAD SHALL BE �] / ,, \ INSTALLED. REFER TO DETAIL 3/C-303. MATERIALS CONNECT PROPOSED I / STOP , \ SHALL MATCH THE EXISTING DUMPSTER. W/L TO EXISTING W/L �� SIGN ;.` / ;;: t' N \ R. VIA A 12"X8" TS&V \ � - 0 5. IMPERVIOUS AREA IS NOT CHANGED BY THIS LOR. / PATIO S \ S�Oe \�♦ PROPOSED 8" 52 PI W/L PROPOSED COMPLETE FIRE ��y, / (� HYDRANT ASSEMBLY W/ 8"x6" TEE PR POSED CL. 50 DIP SANITARY ♦+ & 6" GV �g2 f: LOR -1 SEWER LATERAL FOR WASTE WATER / FROM G�SE TRAP SHOULD IT BE O STO LOCATED EXTERNALLY. MEP TO PROVIDE REQUIRED PIPE DIAMETER O NEW PATIO AREA' �p0 \ o• r . W/HANDRAIL E RE A 4' WAL 0•:::.: BUILDING A NEW PATIO AREA �� :; PERMEABLE AX El �� 4' FFE=392.67 LOCATION OF /' O PAVERS Oj � I PROPOSED FDC S� / /:' tiWlll�6 (9,500 SF) / ��' ,�6 u t' N CD SEE LOR-1 NOTE$ , / RO SED GREASE TRAP (MAY BE INSTALLED ` F HIN BUILDING) Z 6' LOCATION OF .♦♦ �F ro / / a PROPOSED FDC N RETAINING WALL ,♦ �, / - / U 00 HEIGHT=2.0' ,♦ / , , w \ i / \ \� „•: ® \ F +... EW RETAINING WALIlk / ♦ ♦' / , , // U / \ Y + \ �••• MAX HEIGHT - 2' / ♦ M / TW=392.50 / ♦ , / � O♦� 0 /l 11 r / � � � RO ED 2„ ♦♦ 1 / \ I/ ♦ r WATER METE ,♦ 1 / / VAULT ♦ • / \ �,c GN PHASE 2 • / / W / _ TWO (2) PROPOSED 1" DIA. CORP. STOPS, • / Q PROPOSED 6"x4" \ \ o � " \ ��` • 1" COPPER WATER LATERALS & 1" • / � \ TEE FOR 4" CL. 52 D , _• / W SETTERS FOR (2) TWO 1" METERS (BLDG. / FIRE LINE W/ 4" G.V. \ • A). 2' MINIMUM SEPARATION, AS SHOWN P POSE F.H. A EMBLY W/ 8"x6" TEE,6" G.V. • ROPOSED 6" GV P OPOSED 8"x6" REDUCER. �GN ♦y i� • (1) PRO OSED 'x4" TEE W/4" GV, \ • • / // , W 5 ROPOSED 61 / w RE ED 2" CO ER FOR 2" METER---'/ / 90 DEGREE BEND / / , W 2" VA (SEE SA TD 2) (BLDG. A) w / • // / w a L(J Ld • LOW OFF / Q o w PRO BED 6"x4" TEE FOR 4" G / / • ASSEMBLY / / v �� [� a v= CL 2 DI FI LINE W/4" G.V. ` \ / / l ; �y SHEET NO. • i9 � CAP ON PHASE 1 SEWER / / /;/ C-203 EXISTING HOLIDAY INN Z2 / SHEET 3 of 5 PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY 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 QP 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 1 4'-5' ht 1 442 56 1 24752 MG MAGNOLIA GRANDIFLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 1 6'-8' ht. 1 25 45 1 1125 JV JUNIPERUS VIRGINIANA JEASTERN RED CEDAR 4'-5' ht. 1 161 3 1 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 4315 I.368.1080 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 1 641 37 1 2368 TOTAL CANOPY I 1 1 36,031 39443 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: QP: 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. � l 4 I 1 , ♦ � Ali � � � -�-�� • �' • i ♦ ��C � • I� I,•_; I • n u u %-_►••-1 / 1 / •CA • a! �•i �!�;l III , I:'L��!� . ■ • �11 / �� -•-• .L• ._II • • Or• �� •' III�III�� r�f, � ' jjl■, � ` , �� , , - _ ♦ III ;;. "' • 'III// • �' , �/ % ��rj�'J� 0 �' ` ' • 'I°Il�il:e, ` • ■ . ■a �� il� ��q Y - _..If • • • MAP 1;60►ll I%��p��,�► © ♦ � L-:.,i�C��., ��,i j � �,... 'Iliiwll._ . i • : ;, ".ems•'='�„�� ,��i' / �•`` �� 111�111� ,: • : • • • ., ' �- �.,r�,� %I�I��s;-' � �: ��. �I� Ili ?1,��i, ♦ �� O 00 . ��.:_ �� his% `I� �` 4�p��I��I��I� ®� \".\ `�� '! '•� O O - `;!!!__:. , .� r'I C�tli M1, o �♦� • � 1 �% / ��' � ��:. i� `` \' ��bnll III�!!!�� 111_ 111�1�� •1'',`�, • gg � .. ► ... / .p.� .' � ,. ..r ♦ \.,_ .,1!r► � l�I�►ICI c pg/ o� y �l��j ■ �� . , 1 13..��i. ♦ ,. ` ,moo_•_ I•I��I•I Dom. a � .• o � , Ow MIN 14 01020,wil A � SHEET NO. C-204 S. � 1 .11 11 11 1 • • 0 plll � � � � ., i�• / Itu ` • � , 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 WIRE BASKET FROM TOP'/$ OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 11 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WTH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 1 TREE PLANTING DETAIL -301 SCALE: NTS 12" TYP r RESERVED PARKING 18" 6" ACCESSIBLE CORNER RADIUS T IS 1.5" (TYP) T- PENALTY 14"R E 12' AWAY ZONE V00-M FINE f 4" WIDE WHITE PAINTED LINES SPACED 2' ON CENTER W CROOT BALL 12 CAUGE GALVANIZED WRE 3-T.2" HARDWOOD STAKES GALVANIZED W RE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"X" HARDWOOD STAKE, Z11 IN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 16 OUT FROM TRUNK AND OUTSIDE OF FOOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4F6" AWAY FROM TRUNKFLARE SET FOOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOTCOVERTHE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WTH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1"COMPOST LAYER 4"x18" PERFORATED CORRUGATED PLASTIC PIPE; CAP FLUSH WTH MULCH PLACE ROOTBALL ON UNFXCAVATED OR TAMPED SOIL 11 R CK - ROWLOCK ��]I I i� 8" REINF. 4" BRICI EXISTING GRADE 12" REINF. FO( 1" DIA. V +4" NOTES: 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP e SPACES AND 8' FOR VAN ACCESSIBLE SPACES. 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF 10°HANDICAP SPACES. DIMENSIONS SHOWN HERE ARE MINIMUMS. 3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH HANDICAP SPACE. HITE 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. INSTALLED. rNOT REQUIRED IF PARKING 5. 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 0'rAgo iopom rvllll INV IL PAIN 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: NITS 6" 4 \. VDOT 21A GR-MGS2 TERMINAL HEAD LENGTH OF NEED 6'-3" (TYP.) 1 6'-3" (TYP. HEIGHT TRANSITION (WHEN SPECIFIED ON THE PLANS OR BY 50' THE ENGINEER) PAY LIMITS GR-MGS2 TERMINAL T AR R- 1 _TRAFFIC 3V GUARDRNL PLAN RAL LAP AT SPLICE, WITHIN TERMINAL PAY LIMITS FOR RUN-ON TERMINAL HEAD AND RUN-OFF SEE W-BEAM RAL 31" OTE 2C. SPLICE MID -SPAN I I I (10 00) B9) (8) (A (6) (5) (4) (31 (2) (1) I I I NOTES; ELEVATION 1. TANGENT END TERMINAL (GR-MGS2) SHALL BE A VDOT APPROVED PRODUCT MEETING MASH TESTING CRITERIA ANY 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 VOOT REQUIREMENTS: WITH SECTION 701 OF THE ROAD AND BRIDGE SPECIFICATIONS. STRIPES SHALL SLOPE DOWN TOWARD THE SIDE OF THE OBSTRUCTION ON WHICH TRAFFIC IS A ALL STANDARD GR-MGS2 TERMINALS (SIMILAR TO AS SHOWN ABOVE( TO PASS. SHALL BE INSTALLED WITHOUT AN OFFSET. COLOR:FIELD B. INSTALLING GR-MGS2 TERMINAL ON A RADIUS IS NOT PERMITTED. - 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 AND BRIDGE END PANELS. (SEE NOTE d) INAL FOR PINSTALLATIONS. D. NOT CHANCE THE LAPPING OF TERMINAL IN ALL INSTALL AS SHOWN IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 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 REPRESENTATION& ONLY. DETAILS, DIMENSIONS, QUANTITIES, AND OTHER THROUGH ROADWAY MARKER THROUGH ROADWAY MARKER INFORMATION NOT SHOWN WILL VARY FOR EACH MANUFACTURER. SEE INDIVIDUAL POSITION LEFT OF TRAFFIC POSITION RIGHT OF TRAFFIC MANUFACTURER'S PLANS FOR THIS INFORMATION. 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 PND BRIDGE STANDARDS 221 (TANGENT END TERMINAL) REVISION DATE SHEET tOF 3 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 09/1] 506.06 6 GUARDRAIL DETAIL -301 SCALE: NITS 3000 PSI CEMENT (TYPE II) 6%(1.5%t) AIR ENTRAINED 10'-0" GR-MGS2 COMPACTED SUBGRADE 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 RED FROOMMF THE POSTER OF 15:1 TAPER_ SLOPE HINGE POINSI w ,• j f i i 5:1 iAP�R B�+ z SLOPE HINGE POINT' s 50'-0" GR-MGS2 TERMINAL V A--].. MEASURED FROM THE FACE OF RAIL I I SITE PREPARATION REQUIREMENTS FOR GR-MGS2 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 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. I I I I I I I NGE POINT (SEENOTE ll 4.i OR FLATTER SECTION A -A POINT SECTION B-8 XVDOT A COPY OF THMIDWEST GUARDRAIL ON FILE IN THE OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE 21 SHEET 2 OF 3 REVISION DATE (TANGENT END TERMINAL) 2236 506.0] 09/17 VIRGINIA DEPARTMENT OF TRANSPORTATION 50505 4, CG-7 OR CG-3 FULL DEPTH r-- PAVEMENT' 2' MAX. ASPH, PAVE. WITH SAME AGGR. 45 DEG. CURB TRANSITION. SU& AS ROADWAY/ ADEQUATE DRAINAGE SHALL BE SHOULDER D D PROVIDED TO AVOID PONDI SECTION DD CG-3 ONLY--� -- __� WITHIN CURB OFFSET, CG-3 ONLY, 4 DEPTH 19 rn 2 (WENT w w 2' MAX, ASPH. PAYE. WITH SAME AGGR. °z SUB, AS ROADWAY/ h SHOULDER < W iCi L SECTION C-C CG-3 ONLY o 0 a c B O z � 0 FULL DEPTH ti PAVEMENT W 2' MAX. ASPH. PAVE. o WITH SAME AGGR. SUB. AS ROADWAY/ SHOULDER T 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 (A ��AN w o r� N Q z �z /� O V- of ems. W''0 C N z O CIA O O O \ GO a oz m m m a a 0 U o 0 m n O (.0 U D N Ed = U z �z �z O CQ CQ J-13 � O O rn rFc aim > 01 UDo d' X U E c7 Q �jCIO F W 0 - zxL) �W't FULL DEPTH PAVEMENT Iz 2'MAY. PAVEMENT DEPTH WITH SAME W AGGREGATE SUBBASE AS ROADWAY/SHOULDER C CG-3 ONLY B 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: NITS B� A� GR-MGS2 TO SLOPE HINGE POINT CENTER OF POST 1 10:1 igp_ER a Z.. 10:1 TAPER i d i i d i i I 0 BBJ in c SLOPE HINGE POINT z 50'-0" j w ( GR-MGS2 TERMINAL a A-J .. MEASURED FROM THE FACE OF RAL LIMITED USE SITE PREPARATION REQUIREMENTS FOR GR-MGS2 NOT FOR USE ON INTERSTATES. FREEWAYS, OR NEW CONSTRUCTION. HINGE POINT UNLESS APPROVED BY THE ENGINEER. 0: (SEE NOTE 1) "OR PLATTER NOTES: 1. THE CROSS SLOPE OF THE GRADE APPROACHING THE GUARDRAIL TERMINAL AND ADJACENT TO FOR ITS SLOPE LDUEETOT THEUST SUPERE EVATION OFIMUM F THE 10:1. ROADWIF AY EPAVEMENTING TRTHE MINIMUM OFFSET FROME IS FLAT OR IS A POSITIVESECTIONSECTION 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. 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 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. POINT SECTION B-B SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT REFERENCE MIDWEST GUARDRAIL SYSTEM ROAD AND BRIDGE STANDARDS z3e (TANGENT END TERMINAL) REVISION DATE SHEET 3 OF 3 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 09/17 506.08 z o �7_ Z a- w Le C) U O U) U LLJ � Z CD O U 0 /� rO W W O O H1 Hh >Q w Q �Wy I/-4 44 W rW O I I 'n V 1 24 W � W U Ld ~ E CLLI W ~ O Lo W 00� a_ S n SHEET NO. C11111111111111301 SHEET 5 of 5