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Home My WebLink AboutSUB202000059 Plan - Other (not approved) 2020-03-27ROAD PLAN FOR LEGEND EXIST NEW DESCRIPTION 165 TC x 125 TC TOP OF CURB ELEVATION 165 x 125 SPOT ELEVATION 165TW x 125TW TOP OF WALL ELEVATION 165BW x 125BW BOTTOM OF WALL ELEVATION & BENCHMARK m STORM SEWER RD RD ROOF DRAIN SEWER LINE 6..w s"w WATER LINE GAS GAS GAS LINE GHE GHE OVERHEAD ELECTRIC WIRE UGE UGe UNDERGROUND ELECTRIC -OHr DHT OVERHEAD TELEPHONE LINE -UGr UGT UNDERGROUND TELEPHONE LINE D I- DRAIN INLET (DI) 0 0 STORM/SANITARY MANHOLE C C PLUG ev ®V WATER VALVE & BOX ♦ 4- FIRE HYDRANT ® ®" WATER METER ♦� F� LIGHT POLE f f UTILITY POLE PROPERTY LINE - - - - ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT -- GRADING EASEMENT DRAINAGE EASEMENT - UTILITY EASEMENT - - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT �-� TREE LINE -•--•- FENCE STREAM 312 12 - INTERVAL CONTOUR 300- oo - INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER a CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT I111111I I1'1111I CROSSWALK HANDICAP ACCESSIBLE AISLE EN /FN CG-12 HANDICAP PARKING NOTE: THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ECOVILLAGE CHARLOTTE5VILLE TMP OG 100-00-00-2 1000 * TMP OG 100-00-00-2 I OAO SUB 2020------ RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 =500, S. L ' Charlottesville High Schocill Stadium Tayiors AIJto Body Shop SITE�� -=T A:dVa age Home Co n it sCling C:h' r attesvldle z ;5� L r � • ~1 � 2V SHEET INDEX (15 TOTAL) C 1 - COVER 5HEET C2 - EX. CONDITIONS * DEMO PLAN C3 - 51TE LAYOUT C4 - GRADING PLAN C5 - UTILITY PLAN CG - UTILITY PLAN C7 - LAN D5CAPE PLAN C6 - ROAD A C9 - ROAD B, C, * D, ROAD 5ECTION5 C 10 - LAN D5CAP1 NG * 51TE DETAIL5 C 1 I - 51TE DETAIL5 C 1 2 - 5TOKM 5EWER DETAIL5 C 13 - 51GHT D15TANCE FROEI LE C 14 - RIO ROAD EAST IMPROVEMENT PLAN C 15 - MOT PLAN IMAGE PROVIDED BY GOOGLE MAPS OWNER / DEVELOPER OWNER/DEVELOPER: ECOVILLAGE HOLDING INC 480 RIO ROAD EAST CHARLOTTESVILLE VA, 22901 MAGISTERIAL DISTRICT RIO ZONING R4 RESIDENTIAL SOURCE OF TITLE TMP 06100-00-00-21000: DB 4582 PG 174 6.34 AC TMP 06100-00-00-210AO: DB 4582 PG 174 0.18 AC BENCHMARK IRON & CAP BENCHMARKS SET THROUGHOUT SITE. SITE DATUM NAVD88. SOURCE OF BOUNDARY & TOPO BOUNDARY AND TOPOGRAPHIC INFO FOR TMP 61-210 FROM A FIELD SURVEY PERFORMED BY ROGER W. RAY & ASSOC. INC ON AUG. 23, 2018. BOUNDARY AND TOPOGRAPHIC INFO FOR TMP 61-A10A (OFFSITE PARCEL) FROM A FIELD SURVEY PERFORMED BY NIXON LAND SURVEYING, LLC ON DEC. 12, 2016. RELEVANT PLANS INITIAL SITE PLAN: SDP201800056 SPECIAL USE: SP201800016 VSMP PLAN: WP0201900053 ROAD PLAN: SUB2020---- SUBDIVISION PLAT: SUB2020---- BUILDING HEIGHT 35' BY RIGHT PROPOSED THREE STORY UNITS (VARIABLE HEIGHTS 35' OR LESS) SETBACKS 5-25' FRONT SETBACK 20' REAR SETBACK 5-10' SIDE SETBACK LIGHTING NO OUTDOOR LIGHTING IS PROPOSED ON THE INITIAL SITE DEVELOPMENT PLAN. TRASH REMOVAL LOCATION OF TRASH TOTER STORAGE NOTED ON SITE LAYOUT (C3) TRIP GENERATION AM PM DAILY USE DESCRIPTION ITE Qty in out total in out total total Town homes(Mid-Rise) 221 27 2 7 9 7 4 11 145 Single Family Homes 210 11 2 6 81 7 4 111 136 171 22 281 SLOPES THIS SITE CONTAINS 4,199 SF OF MANAGED STEEP SLOPES AND 41,772 SF OF PRESERVED SLOPES PER FIELD SURVEY. 9,866 SF OF PRESERVED SLOPES OVERLAY WAS SURVEYED AT LESS THAN 25% AND DO NOT QUALIFY AS PRESERVED SLOPES. ROAD PLAN NOTES 1. THIS PLAN IS NOT INTENDED FOR WATER & SEWER UTILITY INSTALLATION. THOSE UTILITIES ARE NOT SIMULTANEOUS WITH ROAD CONSTRUCTION. REFER TO SITE PLAN SDP201900069 FOR WATER & SEWER PLANS. DUE TO THIS, WATER & SEWER PROFILES, AND ACSA DETAILS ARE NOT SHOWN IN THIS PLAN. 2. STREETS B, C, & D ARE INTENDED FOR PEDESTRIAN AND FIRE ACCESS ONLY. THESE STREETS ARE NOT DESIGNED FOR DAILY VEHICULAR TRAFFIC AS NONE IS ANTICIPATED. 3. SINCE THESE STREETS SERVE TOWNHOMES, PRIVATE STREETS ARE WARRANTED. 4. STREETS DESIGNED WITH 20 MPH DESIGN SPEED AND TO PRIVATE STREET STANDARDS FOR ALBEMARLE COUNTY (DESIGN STANDARDS MANUAL PAGE 19) 5. 2% SUPERELEVATION IS PROVIDED FOR HORIZONTAL CURVES WHICH BEGIN AT STA. 11+70 & STA. 14+10. THIS PROVIDES ADEQUATE FRICTION FACTORS FOR THE RADII USING A DESIGN SPEED OF 20 MPH. 6. THIS PROJECT WARRANTS A LEFT TURN LANE. SEE SHEET C14 FOR LEFT TURN LANE PLAN. 7. THIS PROJECT DOES NOT WARRANT A RIGHT TURN LANE OR TAPER. EXISTING USE 2 SINGLE FAMILY HOMES PROPOSED USE 27 TOWNHOMES, 11 SINGLE FAMILY HOMES, & 1 GUEST LODGING UNIT: 39 UNITS TOTAL PROPOSED RESIDENTIAL DENSITY: 39 UNITS / 6.53 AC = 6.0 DU/ACRE SITE AREA=6.53 AC (INCLUDES INTERIOR LOT TO BE ADDED TO PARENT PARCEL) BASE R4 DENSITY: 4 UNITS/AC = 6.53 X 4 = 26.1 UNITS BASE COUNT. DENSITY BONUSES: SEC. 15.4.1: 10% AREA MAINTAINED AS EX. WOODED: 5% OF 26.1 = 1.3 UNITS ADD'L. SEC. 15.4.2: 7.5% AREA DEDICATED TO PUBLIC USE: 15% OF 26.1 = 3.9 UNITS ADD'L. SEC. 15.4.3: 50% OF UNITS AS AFFORDABLE UNITS: 30% OF 26.1 = 7.8 UNITS ADD'L. TOTAL COUNT: 26.1+1.3+3.9+7.8 = 39.1 UNITS LAND USE SCHEDULE EXISTING AREA % PROPOSED AREA % BUILDING 3,605 SF 1.3% BUILDING 35,830 SF 12.6% PAVEMENT 18,175 SF 6.4% PAVEMENT 39,204 SF 13.8% TOTAL IMPERVIOUS 21,782 SF 7.7% SIDEWALK 23,847 SF 8.4% OPEN SPACE 262,507 SF 92.3% TOTAL IMPERVIOUS 98,881 SF 34.8% TOTAL= 284,289 SF (6.53 AC.) OPEN SPACE 185,408 SF 65.2% TOTAL= 284,289 SF (6.53 AC.) LIMITS OF DISTURBANCE: 5.90 AC WATERSHEDS THIS SITE LIES WITHIN THE MEADOW CREEK WATERSHED. PARKING REQUIRED PARKING: 79 SPACES RESIDENTIA: L 2 SPACES/UNIT FOR 38 STANDARD UNITS: 38x2 = 76 SPACES TOURIST LODGING: 1 SPACE/ROOM FOR 3 ROOMS = 3 SPACES PARKING PROVIDED: 75 SPACES -64 STANDARD SURFACE SPACES FOR RESIDENTS (INCLUDES 3 HC VAN SPACES) -8 SPACES IN DRIVEWAYS FOR 8 UNITS -3 SPACES PROVIDED FOR TOURIST/TRANSIENT LODGING (INCLUDES 1 HC VAN SPACES) FLOOD ZONE ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 51003CO287D), THIS PROPERTY DOES NOT LIE IN A ZONE A 100-YEAR FLOOD PLAIN. GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. AN ADDITIONAL THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO VDOT PRIOR TO PLACEMENT OF PAVEMENT TO ENSURE ADEQUATE DESIGN. IF A SUBGRADE SOIL CBR OF 6 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, THE VIRGINIA SUPPLEMENT, AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. J TN 'SkMP ,741$3 o SHED �VA \�\\ \\ \ ,O� isS� /\ \\ �1 =\\376.37 /7�>Q9 \ // � � € // �3, aw 1 A, rnw L, c co \ _ m w TMP 61-189B / I �o oa' Z VANDERLINDE, LINDA BURTON OR � TMP 61 A-02-36 m� r' PHILIP JEFF BUSHMAN LDWOOD OF CHARLOTTESVI,1_LE g / / wc� •/ / -r� / // / ' / / BEkNHY=� �R3-6D.B. 2792 P. 684 HOMEOWNERS ASSOC., INC. � ST E INSTR.NO. 201300001Y LE7/O1c oi°°-k , IROPTrnQ= IGN n l // - - - - - - - TMP 61-190$0.2 TBM RR SPIKE // /I l--r- HAROLD K. HERZ & / Z� / �'%/ / A BENCHMARK= ELEV=349.12' m - LILA R. HEYMAN / �I /' \ i IRO AND CAP SET / o /, ` _ PAN ATION= 384.94 / g m, D.B. 3143 P. 274 / / 1 11 f' POL Hu // s�o // / / / I \ 1\ CA o `pcP ROLEX _ RD�S �$// oo / 1)4 On O �� ti �, /// Wti /0) C�/� i / v �;x„3g /I p' I � _-WELL- o O / q / EX. SAN MH / / / / / / \ I I I \ \ / c / I f z TOP=346.6' / / OC, l!` I i \ \ �4Wu I \ E wv=331.2' �> / oa� a o°�/1 v vv vv v \ v / / \ \ \ \ / --\ EXIStING FERMANEN�� w�� 33'� \ \ €/ 3\\ I \� , / $ \ ( \ \ (j III , \DRRINpGE EASEME DB T78a NT \ \ \ !'' //' / ✓ / �b� (d S S S8 P 73D. \ STlJ6 ouT I I // / / o v I 1 � R. 6\ �/ 1 A A III o / INy/=341.3' I p \ > \ \ \ I I 0 2 ro 0 O 0 ro 6 I z 011� N W W ^ z z W I w d z 2 0 I I In z N 0 � N N W (n W � J z In <P 0 w J Q O I N 0 PINE I �4 p 11 ri/i/ ' I -p W " , I\ - �— ATMP-21 Q V� \ Nt,< M LE / MAP $ / ��, li I I / / / I \ w I ` 1 SLIVER KU,TTNER + f15/ o a I I / �w w w ;wo 1 ' NSTk. 0. 20 724� a 'TIN iIiV4P / p / INE o I ' I i / / I orn rn rn O/ Y ` ' 9 {� r"P TCHLIME DETAIL 1 l y ry �, rn /00 �� r i �� / >` � f / o / / / / / / / � 2 / .� I / 1 . 45 53 z / , , � OVERHEAD UTILITIES TO BE I I / I/ / r „° / INSTALLED UNDERGROUND € / / P I i P NE° _ f ,� /� � I I 1 � � ' / / / � VPWbximA-rE LOCATTQ�I g I ,' ,' � BEGINNING AT THIS POLE. ' / FLCydD ZONE AE R / , /+ � E R" 0YCAM 1 OFFS TE DETAIL OA� POPLAR \ ;, C2 Not To Scale °E PINE PIN/ /POL/AR vof5pa'rrE0,2J AC. E J P E h-' SHED / l � / p i / // f / NYAINTAIN �'J7 �. ---_ _ / AS WO EDP l/ �iy gi�. // v I 0 6UGUY, p' I �o°'., 0�! -� I TMP 61-188A - - / / / // -- / I //ol I v. QUARLES, JAMES 6 I 00'r l \ / \ s' G D.B. 4537 P. 279 -� � �� / V POWE I / �� O Cam) / qv % I POLE ✓ / s r W_ ; o !l'4i cN t,+ C rl 'i // f�c's, / �� /' / \ ` CID �/ ��tipl vv Z� / / /' w \ / / �o // o I �V I l r,� , %:A/PORTIO15 OF / - ( BEPI'CH R ( I / / / /� i / �� a \ I I O rn� r cn / I �U W / / / ono / /TMP 61 / 210 y�� / �� 80, \\� / \ Ornca IRON AN/SET , / v / /o O 1 Z - r \w 7 +� _ �J 1 �I I / �y�O / v I � -LI-E-\/ ITON- 3�5.13 \ (I1 ,c1 �0 WLLAGE HOLDING-), °�J / �11 �` O — \k ' - _ RWSA WATER EASEMENT TMP 610-188B _ / / / i I _ 1— \ I IA S _�S`. .0 I SRW-ARV-16 i / // %`------ I to o I' o bB 4582 PG 1 �14 / o -- V �w ` A _ SPAAR, ALBERT PETER III OR m / / / / ,'` \ \ Ir o I �' �O I v� �S�{R - - - __ __ / "y LISA RUSS D.B 2063 P. 15 I / / ' ' /j% -� - - I \ , : �c s 6.3142 A C.// I y �� OG�, p g o � ' „P P - ; ; 01 I 0' O \.pZ-- MANAGED SLOPES Q�V 0 0) I��W \ \ 1 \ — \ 'o i \ cp o v I o \ o \ \ r� v v� \ I q' Vo Q: n A v 41 �4 rn \ \ I\ �' Z \ 7 b) -v o, ' o I y rn') c�1� I \ \ ` �YAVED I o v \ r I� < < 10 \ \ �o \< o wry __--- --- w /I I I \ - _ _ �N \� RIVE \ Gcv �. r o t" ' 's': o 6 v\oG \ \ \ o= t o pG / _o �1'BENCHMARK= I \ o 1 Z \ ,p tR I �° ,\ °"'eau — �� - w - AG HUB NAIL SET 4w,\\--_ �J / , �„ CONNECT UNDERGROUND UTILITIES BACK -� - <^ oy _ �" -- �. IN ROOT OF 12 OAK \ \ I 4 � \ �� I \\ I \ � \ I I � ° �/ \ \ (� � -0' \ /� � � �� \� 1 I °�'� � .O I ,\ 1 � ��_ Ic�-----ocP __ / w ¢ �1 ADO RIP\ \ N \ \\ �G O , v 1 F,O O or+ r, ao,` --- w ELEVATION= 470.67 E_XIS�ING PER�ANEN� \ `/ �, / 1 1 \ _ _ \DRAINAGEEASEMENT 730 \�-\I'r5� 4 0 �P / \ \ \ �o (``-` o ��" \\I 1 \\ GI I 1 \ w TO OVERHEAD UTILITIES AT THIS POLE. DB T78a P 73tA \ 1 I ��= \ \ . \ �_ aw—au—aw—au—aw— I du —CA e / °�� — — — — — �— �q ` I \ \ I I- —�"'_ aa�u—au�au—as—aw--- I I K� G I o �O cxu� w I L y/ 1 our �. w�wX 18" BENCHM K= I I \\ \ \ \ `\ \ ; I O / / / ` I ��axu------- w RWSA WATER MAG HUB AIL SET M �P INLET v / v v v i V I cP WL \ / / C/W°°Lh II \ ��. \ \ \ r y / o / / ��, I\d o� G °"'>=oxu� �w VALIX� IN ROOT OF HACKBERRY TMP 061A1-01-OB-00100 / - �aP 387.81 1 T 98.34 \ O� \ \ / \ I / ! / �, / / /0�:1 I I o� �r.�,- 90 °��„ 470 - \ w ELEVATI N= 471.36 I SPAAR, ALBERT PETER III OR JTM�1-21QB/ �� I / V-39 �rl \ / / / /� b Gn\r �61�= I \ �ano "- ' LISA RUSS I - I I I� \ �_ _ POL Q 1�� !f/ I O� o/ O 1 �� V I A o A �, q l/� _ P i �.90 AC./ IN 5�19 I� \ �v v °�n tea,,, i„/ 1 \ 1 \ / i' ' i' ,' i it I I I � i � ' i' i' \ �a / / / / I �� / / / � \ 1 I 1 � � I \ n � au GR D. B 3796 P. 746 ' / I I O 4 $ i'/ / / / �z�; / / l I to \ i� o' Sim \ �O _ i 7 �M 1 - L I ' i' / I / I 1 I � � �' �' ,' � � // /' , p / I � b 1 I Q I � r' \ \ v yc�� '` �, � � � r_- OR/ V PORTION OF 04�- v , v \ 1 / kSLIVR UrTTfyER / / 1 / I I I I \ Exisn - �` / / / / / TMP 61 A-210A TO BE ADDED TO I �'�: I�'c \ \ \ - - p��v/O I'N'Sk�.f�l0.' OQ724�4)/ / 1 / \ gRAI / / n P t^ 0 1 T °4.� g I I / '' / PARENT PARCEL (TMP 61-210 o v P \ o --' i ( / , , I I 11788 7 / /� ' 41 E , ` I 1 v �' �' I I - y - - _ .o� vy / /' i' �' i' 1 / �°r, / c /1�0 21 O _ cn, o EC ILLAIGE HOLDIN IN v v-'�---------- `` 0 47p -Q P �O0 XIMAIE LOCAT /0 i i / I �: J 14 v �° n s / / / / I cP pLDI g cA�= / / / x o DB 582 PG 17�4 �� o oG ' ; : -__ v TR - I D ZONE AE R / I ' / ' / / 1 ' I \ ' " BE CHMA Ks^ G N k 4 LA o / / / x �xr�-a6 v� \ oc^cs -� __ tP c\� ,.gWN�'15 N ' jo o -I' 6.342 AC v ' -----� �__ o x x t \ �' 15" -- \ 3 A / m ` RO AND CAP SEA < CO �i 5 ---_ - 2� y D �N Z - - MAPLE --_ qT I SPENCER, MARVIN �� 5 � 1 / 0 1 x -� M 1 Al -01 AP �� \ / / / / V ,d z R v , S \ Q v r" ° o% l Y / / , I VATI = 402.73 / ,519' LA / _ / , aQ_ % ' / v o y 6, J, v c^ 0c O - - - cn, \ � 1 / / - o �I I i / - / � I / i / F � � -o y Q ----- a� 03 ��" D.B 421 ' ' 1 ' I � 1 �� 23� .( - , / 2 ' � y / O / \ � O c^ OCP, <� -oa 0" � �_ °�� /N 123 P P / �" °R'�: (� S� J' _x---3 o POP � � % / I / / / / / / , / ,1 I I I 1 � \ /' ° / J 0 • � 0.8. ,1 � / � / - , � , � I If .o 00`: \ c^ 6 o1z. - - �� "y-o' - -�- - - - - - _ _ --- --- --- --- - 15 ' - - _ D• / , cS.o o _ r3 v�p - PQPLAR 18" ,! p POLE I �Q. , - �o x I �: 0 O %� O ¢ ?� I v 46 MAPLE _�`\\ ®W/M/ / o / ' ' _ U7 - ' / / / x O O ', d I �° 7- / '~ o, - - 22-- -O - - - - A_ AM T'7,1 N E-8 6PLAR- I / �` / �� Z a:l 71�2 - ---- — TRH 1SLAR��' o -------------- ----- I \ / ' 1 AS WO @Of & 7� ' , - - - _ - - ,, - ----------------- - - - - - - ' - -! '- _ LLslj r�1 I I I I I / / I 1 .I � I 1 / / / / /' � � � / 1 0 � ' f ' h �O / � / / O I I / � -A� S� 53.8' i I / / I O11 / /517�02 n i'i'/ /l� LET `� \ N TA RO - '1 \ t' �O 2-STORY FRAME I I I / ycv. Sp \W UTE 6 _ - WI 1EE 1 I I � V ` I , , / / � 5 sir / % � -- i °' l . / � i � - _ � � Y rn DWELLING y6.3' I I 1 1 ; I �I`' 1 I / / O� o r / 1 ter': / F` ---- t� o x �': / Z / �� , INV-444.77 ROAD EAST 1 -- `�� \ �R o � RIO � RR TREE\ w I O �1 �� I : r ,/ yC Ci�p O (� G 6� i �� W T ��w� BENCHMARK w I �I 1 w I 1 �I 1 tP / r / / O �� vo�' �� 'c� i - - MAG NAIL SET I v 1 O c^ cP �' ./ -- --- / _ -- -- ELEVATION= 4 V O O� _ 00 i 28' - I I I I I 1 Ito\11 1� I I " l ' ��'G y / / / r� yrZ= i / =I�G`\` O %�;` r - / / to G - i PRESERVED - :\ I I 1 / - � / °a N f. p r _ \ I I Y�% r> 1 ; \ ; CO / ., / o� c`" ' SLOPES / (s� W W O P O c P �` I I "� r / D / v`P. LO Lo t0 v' W O IO O,.0 `\ ` 11 i 1 ►,I� I I \ i (n N O 9 tD 1 N AQD h \ .` O \ \ �� IIIIIIIII� ' , m OcA. O W N P 61 1 1 I rn `\ \\\ o\ 5 t5. fix': LI1U"'� , i \ __ N I �iP O O O Z o i i \ '- ul o \ 1 ' \ O \ o 1 ` �� INV. 434.29 \ \\ o ---LE ,� � / TMP 61 A-1 � / \ \ v ISO �v __ G�--= _ \� \ _- BROOKS, CARLTON R REV T/A y r \\ \y - - - - / i' ' ' / & BETTY W BROOKS \ `� D.B. WB124 P. 638 \ RMANE SIGH }DEMENT \ y \ \ —� : \ f, — •' r i i / /I O Lu D B. io7s R sos -- -- --- -- _ _ 40 CITY TMP 47A-150 ----- - - ----- 4 --_ _ 440 Wy/ - - - - - - - - - - - - - - - - - - - ----------- G' ------ L/Ne - - — _ - _ I �i' j - - - ' ` -- �� -'--~ - - AVER DI CTT i / // DEMO ALL EX. STRUCTURES Date 03 27 2020 � �� \ WyIT NE ° ' /RTE /ROUTE 631 0 //' / EXCEPT THIS BUILDING. 41Y� r y �� \ F Gl 01' / ' �SROP I /INV-420.3-�10 ROAD EAST -)3 v �o� PRESERVED SLOPES a; Scale �9 SURVEYED G 25% 1 = 40 ---�-- - � ��-�---�-- C�40 0 40 80 120 � Sheet No. C2 OF 15 CHARLOTTESVILLrv-11w Scale: 1 "=40' File No. CITY TMP 47A-150 16.009 SHED 9 O O o , , , , o o OPEN SPACE A BEGIN NEW 10' MULTIUSE 17377 SF 0PEDESTRIAN TRAIL. i , CONNECT TO EX. ALWOOD � / ,LN. PAVEMENT ; cV NEW ROW p o oo o' , 0.29 AC. + i MAINTAIN AS W00 ED \ \ "NO PARKING"� � o I P i O00 i i \ , I , , Q> ERSE9��, a I ^ � x� CG-6 �QP \ / NEW CONCRETE RET. \ ` ` WALL. 5' MAX HEIGHT i I 'p09D / W. 42" HANDRAIL. 1 R20 0.49 AC PUBLIC ACCESS ESMT. \ 0.49 AC/6.53 AC =7.50% OF TOTAL SITE DEDICATED TO 2 BLICUSE --- 66 66 \ �\ I E B �� v`v i / Kph 1 ' NEW ROW \ \ ,\ g�p�`'� l� O �� 8A ; �j Q 1 HIGH NSI ILI PED I O > ` 6 II I \ RING IS IP S TYP.5F BIKI=:STORAGE (6) ` `\\ °k O / SS A ` �p�� O c \ I �¢ Zy —� MAIL �� ^ � n0 / � 66 NEW GM N AL Ilk E�q� �� ` �_ / i p� 76 4 BLO _ L S. I w�n% o, -i W ACCE / \� ��o`'�o / �p 7� °a O �� se �� 9B 5' X EI H ►,� ° EACH 968 SF A k-2 G ltiµ ►, + - 3 STORY TH I I 3 TORY TH 1 — .,� `v oa 704 SF 10A j 68 SF I fill i 10' ' j I 5 W 1 3 STORY SF 106 it I� Ny�l i / I 3 TORY TH I 3 ST RY TH r -'�= ESA — 1 1232 SF 7 8 SF TH i / -- ` / SAG BIKE TORAGE (6) _ as °a N' 3 TORY 3 S RY TH 1 ✓�� /�� / / 1 0' r-- - j / / W / I / 768SF 11 B 1 _ I µ •-• I 3 ORY SF I Q 1 1 56 TH I I I �u /' ° W / / 19A 1 0 /� .'/ / I , OPEN SPACE D ' 704 SF 13 I p1 / / / . ` W // / � I , COMMON HOUSE 2 I � 34030 SF O ONLYN 1900 SF768 SF ✓ / I �LVLTSPACEI `` STORY TH 12B � ) �� I o + a —� R 15' I l I _ -- / / + 5 S� OFF \ 1 I lb �� / ' --� STORY . ` '/ ' +AGCESS ESM I I l �, CG 12C �� h I �" I I 3 STORY TH I +— / + 768 SF p�38' / 968 SF `� I jti I 1 � ' / 1 / 'i W - / / / 1 , •' � 68 SF TH o�, � STORY TH VI 01,E / 10 p 1 768 SF 0 C r 704 SF Ii �\ \\ \ \ J / STORY TH 0' � 768 SF -1: 3 STORY TH 0-;a 704 SF 6C / C) r \ 10.0' COMMON HOUSE 1 m --� 1 (GUEST LODGING) 3 TORY SF 1,815 SF GR-2 GUARDRAIL �� T RN i 056 SF D N 6'x8' SCREENIN / i + I STORAGE (6) °SIQrwAL+< TYP. ` `\ `\ M T ENCLOSURE ( ) P RKIN 5 ( C�. SPA fDS �\ • \ \ �� 5' SIDEWALK' ( ) 8' 8, - �`.` CG-6 2 HC p rn �h 0 SPACES 17+00 �, Cn - 00 16+00 A — —� o — o ROD A 20 PRIVATE W V.W. AC ESS � -� EASEMENT 6, - OysBEGIN ROW �`.` - -- --� --- --- --- ------�----� -- --� -- y� WIDENING `\\ _ __ _- --- -_ GR-2 GUARDRAIL + 3' MAX SEGM. _ e LOCK REBWALL OPEN SPACE B _ 42716 SF STATE ROUTE 631 RIO ROAD EAST 04�� Imm mwww000 woo� CHARLOTTESVILLE CITY S o 0 OPEN SPA — o ° MAINTAINED AS WOODED S TA TI RIO a 'T . ski mp Li o,. 45153 3 -71Z6 vvAL 30 0 30 60 90 Scale: 1 "=30' SHED / SHFD I I I I I I I r �J / / E SPACE All 7377 SF / NEW ROW 0.,A/ACi kAAINTAIN AS WO ED 00 > / 6cF / O 9 ss g1� j / / � ,^. g Bol' J I o 7N o \ ev �'�� NEW CONCRETE RET. r �� oo WALL. 5' MAX HEIGHT - so / °�F v W. 42" HANDRAIL. / 20 � Z / 05- / �� ti - H[mP C) xt a I➢ 96 I o \\\�e -71 z6 UGF. �III I Ory i i \\ i - - - - O 4� ucE ucE - - - _ _ W _'►��]]��+ — —f7 7 \ 25 ucE 4W ♦ 4W PEN P A , E o 10- 427 6 �� I I —wII '\ F� \ — — — �GE C 5o 11- w -_ \ V „ 1 r 3- V <v \ F ' \ v y �� / xx _ - - - ot V A 12 N I 1111 � v / \ ��• � 6A I vv � _ ---- GE � - 50 -fit' ■ 0 - - \cE _ NEW ROW �\ I 1 i � I' I \� <� �F� I o1 A 8A � / � � ° PRESERVED SLOPES ,%¢,' 1 \ \ 16 \ w� 1 \ ^,° �� 'n��\ \ uG — / �w I 4�0 TO BE DISTURBED \ \ C _ SPAC \ w `\ : I \ 26B I 4e \ \ // Igo° �GE� — — — / \�v 14 �' / uGe h� a w w NEI GM N AL o i,�il ` \ \ / / / I ti6 1. �o\w w I I ' ��I ^ 76 \\i / — — �w O L S. 1 !rycliU I ' r , ( w Q� EACH AV 4 - I ;A' , ,,� l1I /BFE 420..8 k 2F9 F-0 430.5 / / FFE 438.0 - I / / I _w w / PFE- 421.5 i_-j / I BFE 429.0 470.3 w FFFE I / I FIFE 431.E I I FFE 439.8 I1 , / 1 I !i4! �, % BFE 4?12.2 _� /� j BF) 430.8 __1/ / / / ' \ \. . Cn w \w�Co �° �� L_- ----` '-----_-____ ri;�► ��/ OPEN SPA /30 --- �.�I70 1- FIFE 431.9 -_�-_-- - - - - - - - - ---�_— —__ - 253590 5 BFE 422.9 00 � �4�s 19 1 - /// / I / I I / V �Ff G —� i / ONE SPACE D -- 12e I --- I 0.37 AA�'-_� 5 / 1► 1 I O FFE 432.E - J1j / FE 431.8 --J /' 'j / / / // / / / 34030 SF I I J I ! 0 I — — — _ — _ _ _ _ M ATN T-AtN E-P- _ �° I I ----- I / I _ �/ I i I h \ i/ ' �� --�---------------AS-WO�D�B - BF 449.4 j IF �- �-- __---------_- --- ell, W " i / / / I`. , 09 F ` s/ ` , - - _ - - - --_- - - -=---------------- Ida------- 7- / I ' I \° C� F ASg / �! �' T- -<- - '1-32/ W 00 IIIII / I _ / / / I / 14 Ii I / / BFE 433.0 // I �i /,. i�//7... %� / ///� / ,/ /D�- // LL;LL••I: • : • >` 442.0 FFE 4FF 4S O \ � \ 1 g5 BFE 4425.0 r-- / 99 \ i / 14B / FFE 443.0 y /BFE 434.4 J// /�/ c� F / wow 1 FFF4Sg---- I` FFE 05.5--__- `�\ BFE 4 6.5 \ III o I < ! FFE 445.0 I I i/cb / � 1 I\ I 16 I °gyp// _ -� / 'J.>�• / �p �� Y / /Q / - _ \ \ \ \\ \ I I I I FFE 437.0 \ I BFE 428.01 w �\ \ GR-2 GUARDRAIL \ \ � 1 I I � FFE 451.0 410 \�\ \ \ \ \ 1 ` PE 445J8 3� I BFE 442.0 43618 .° / 9% ��p p p / p 4- M \ \ o 0') O 3441 BEGIN ROW l WIDENING �\ - . GR_2 GUARDRAIL \\ , 3' MAX SEGM. \ / BLOCKS _----------- _ _ I \ \ RETWALL �4- -1 — 1'�, ��OPEN -SPACE --_ �43 - -_ --___ - _-- -----/ ��_ 440— 0_--_-_---------------------------- _- _ � *2-7 L6 SF / _ — STATE /ROUTE 631 I -------- / / / R I O O A D EAST / \ - - 30 0 30 60 90 Scale: 1 "=30' NEW ROW 6 / / / / / / NEW 20' DOMINION POWER ESMT / A Z Gc F \ `G� BEGIN BRANCH 1: \ F 18 x8 TS&V TO EX. /L RWSA WATERLINE / 0- Asc O \ 8" STEEL SIDEWALK FLUME 9 /\ 785 LF UNDERGROUND ELECTRIC CONDUIT ABA I Q � �L \`GQ \ NEW 10' PUBLIC F DRAINAGE ESMT / Q O `y< J2 /8" J 'TTN sm P GV < A— \ n Gc� \ W RwSq // Li o,. 45183 SAN. \ ` STORM — PUBLIC 'E ESMT P \ GV r \\ \ UGE WATER / vp 90° 1 `�` �Ge w _ VALVE 1,, w BEND ` �i \ U w / 1110NAL A5 NOTE: SEE WP0201900053 I \ "' \ _ �` Q `\ ;�^\\\, E� w — w — w \ \ \ �` (ECO VILLAGE VSMP PLAN) I \ \\ \ �� y `.�\� \� \ ��GE _w —w �w FOR OFFSITE STORM PLANS \ S \\ \ �� < \ \ �� W STORM SEWER Al—A5 I \ '� \ \ o3,\ \ \ �� \ �> \/,�\�\ \ GE�UGE�UGE�UGE� _ w w ( ) I °o V A ��S \ ��/i 10 TIVE ERGRASSST STRIP vv� /" i v� ucE - - W W BE A— 3 \\ - -- -- -- -- - -- -- -- -- / \ E HD / \ \\ /� \\ ------ L - w E 18" R � UGE � UGE � UGE UGE W I � UGE � 0 A y E 11 A V / V U GE UGE W \\ p \ I �I aol \ `\ `\ UGE w \ \° y E�UG ` w / 25.01 II 1 (..E2..>4 \, < i UGE A \ 1 7. + ��C \ \\ <� UGE 90° W — J �� BEND —6 INV. �— iG� j (3) A� \� �� NEW 10' P LIC r!/I 407.00 ° 8„ ��DRAINAGE ESi�L; A-8 SDR_ STORM � � NEW PUBLIC SWM FACILITY ESMT IB1 / 1 PP ORM A8 1 V. B2 15" PP STORM E3 \ 407.16 O NEW 20' PUBLIC / W \ H1 DRAINAGE ESMT G1 \ �� \ o, 1 B3 ° N A-9 �� / \ /� NEW 10' PUBLIC I P F4HA W / A-10 \ W `�/ �� A-11 A-12 DRAINAGE ESMT Pp STO n \ 2 HDP I RM — E \ / 81, SDR— END � T � � � W �./ \ � A-13 AN A-14 �0° 9`� / s % S pP T g BEND GV / ° P P n I i I _` I I 1 \ I W _ I I w o I I NEW 20' PUBLIC ° n W W 1 NEW P�/ IC SW Z m I I I m DRAINAGE ESMT 1 FACILITY ESMT-r—� / 0 1 / Is 1 I a — I 1 Io"Il_w 14 .W'. W y IAA ° ,N° p" INV. / / I v B 3 I co 409.73 L, I CO I T INV. I 407.19I ° / INV. _� / I s 1 I / -a B-10 408.00 / ' / 10' NATIVE GRASS INV. 8^ 409.73 C1 I I � I _ � I s s / � � w �� FILTER STRIP o / I I°' � 2 O I — I /' g� j // ' ANEW PUBLIC SWM .. g p I Q B-11 __J p / /y / / /' \ FACILITY ESMT �I ----------- ° \° / / /w 10.' // / 8" CONC. R ER -- °------ ° Q P ° ° p / DRAINAGE ESMT ° n s a ------ / /71.5-/ / �I \ Q w A- I / a'/ y / / BMP C: 750 SF LEVEL 2 �� / I _� °� / ///' BIOFILTRATION 6 SIN. W 6;, W d' / TREATED AREA. 10.76 AC � �w � i/ H14 w F B-13 � J ' , END BRANCH 2: W �E BOND 3 I s\ I I o_ I / NJ* p ° B-7 1 I 1 FHA GV I 6 g I I s 1 Q I A-23 I F I J P ° s ° p \� 10' NATIVE GRASS �� s �s s 1 I I B-14 _ I FILTER STRIP - W IQ- / 0 I B-8 I I w ° NEW 10' PUBLIC \ I d DRAINAGE ESMT W PUBLIC SWM I ` . "�y / . FACILITY ESMT \ 1 I ° G2 I �w _W —W �y � W —15 j p \ ° FH 90N I I ° p ° ° ° n ° ° P 20 0 20 40 6 a \ � I FECILT BESMT� " Scale: 1 =20' -w-w-w-w_ w —W _w _w W _ ' UGE UGE — w /^\\ E UGE "GE UGE UGE W \\ � � UGE � UGE i P, \ H1 \� �w � W �W NEW PUBLIC SWM FACILITY ESMT GR-2 GUARDRAIL 10' NATIVE GRASS FILTER STRIP j a OPEN SPACE B 42716 SF BMP A: (23) 75 SF LEVEL 1 RAIN GARDENS IN PERIMETER LOTS TREATED AREA: 0.84 AC �w � w � w w \ w BEGIN BRANCH 2: uce \ W 18"x8" TS&V TO EX. LICE\ Py RWSA WATERLINE e�UGe �W `w uce ` W EX 18 R W ` WS _ e A WL w \ w WATER \N.� ty VALVE �o / / / / / / INV. 434.29 - --------------------------------------------------- 'Z-ll o PAVED DITCH • • 20 40 •• ■ ■ ■ ■ ■ Scale:• SHED IN 0010;�0�7 1 � 1 " MA o E „ IAP PINE P" 18 P10 OPLAR PI 15 1 Y' M \� 186 E RED 01 „ L 18"o 12PINE 012" �, NEW ROW o o POPLAR o o' 211:1INE0.29 AC. 1 `` MAINTAIN AS W00 ED POPL� 41 TREES TO BE PRESERVED LANDSCAPING NOTES: STREETSCAPE REQUIREMENT INTERIOR ROADS: 1000 LF + 237 LF + 140 LF + 230 LF = 1607 LF ALONG PRIVATE ROAD = 40 MEDIUM SHADE TREES REQUIRED PER SIDE 1607 x 2 = 80 TREES REQUIRED. 81 PROVIDED LANDSCAPE SCHEDULE Plant Planting Type Quantity Symbol Cal./Height • Medium Shade Tree 1.5" Cal. 81 +++++++ Low Growing Ground „ 12 Cover Mix i L \\ NOTES: ° / \ \� 1. Contractor to apply mulch bedding around all proposed trees and shrubs. I \ \ \ / All other landscaped areas shall be sodded.+t \I \\ \ /� �w 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned W minimally and only to support the overall health of the plant., I \\ \\\ �`` \\> °Gf POPL�CR�w 3. Canopy from 10—Yr growth. Q J 'TIN • SMMP � � w _ W L a•. 45183 v v vv v F w —W W W W1.6 GE _ W 6� �jy� GE E W W � 'TrONAL E ucE u W� w 4W� 4W uGE u W W UGE G W _ A a it III W / uc W UGE E _ W W W W \ IIII uG NEW ROW W uGE �W I W W �W I i�' 11 -Irv GE W W r ,yI� jl I I ° �.� \ / /�v �� v `v UGF E W W �W �\\ G `W �W 0 W W • W W / I ll I • r / W d vvv I i�, I � I , I � � 1 / G 1 t I 15" MAPLE 30 MAPLE�POPLAR r� 1 f2"PINE F " " I 1G I � � � � i 9 �° � � I / / � ✓// � � " � •� r v v I, „ MAPLE MA�L� 0.37 AC. P POP'6R MAINTAINED AS WOODED / ` g I / f F I/ I 1 1 i 15 E W W i PRESERVED 7 Z BEGIN ROW WIDENING I —W.'. / --� _ 30 0 30 60 90 L — Scale: 1 "=30' ROAD A 1000 LF 4? AREA TO REMAIN UNDISTURBED STATE ROUTE 631 RIO ROAD EAST CD-1 EW-12 TOP OF CUT PAY LIMITS FOR (TYPICAL) OUTLET PIPE TO �•(` PAVEMENT BEGIN WITH 45• UBBASE BITCH LIRE ELBOW FILL UBGRPOE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LINES fWITH TYPE 15F1ECT MATERIAL) _ �_ — _ f i 45 i;' / st' TRENCH PLACEMENT EDGE GF PAVEMENT PAYOUTLIk LL LN ET BECK Y +.— PAVEMENT SURFACE i BASE ELBOW 4. TOE OF FILL c r— SUBBASE -12 - o o % —SELECT MATERIAL TYPE IORa ITYPKALI c •57 AGGREGATE, N8 AGGREGATE OR CRUSHED/ GLASS MEETING 08 ERADATION REQUIREMENTS. PLAN VIEW GEaTET(TLE ORINAGE FABRIC(PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR �-- PAVEMENT SURFACE k BASE o F SUBBASE OR CEMENT STABILIZED SUBBASE 0 0 0 0 —SELECT MATERIAL TYPEIOR SUBGRADE (CEMENT OR LINE STABILIZED) GEOTEXTILE N57 AGGREGATE, NB AGGREGATE OR CRUSHED GLASS MEETING N8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC __ NON -PERFORATED OUTLET PIPE CRUSHING STRENGTH TYPE OF PIPE 1411I.T. 4" NOM. DIAMETER I1NW.T. 8" NON. pMETER SMOOTH WALL PVC .D3 0.153 SM007H WALL PE 70 PSI %W* 70 PSI iE3EN M WALL THICKNESS (MIN) - INCHES Ni(*TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION 1. UNLESS SPECIFICALLY INDICATED. COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HARD TAMPED TO INSURE COMPACTNESS, 3. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 %MIN. (3 X DESIRABLE) GRADE. 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNNERDRAINS. THEY ARE TO BE LOCATED SO AS TO DRAM INTO DROP INLETS OR MANHOLES. S. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO BE OF THE SAE CRUSH NC STRENGTH AS THE OUTLET PIPE. 8, OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. " STANDARD COMBINATION UNDERDRAIN ffn ROAD ANDBRIDGE STANDARDSSHEET I OF I REVISION DATE (AT LOWER END OF CUTS) VIRGIMA DEPARTMENT OF TRANSPORTATION CD-2 UNITS OF PAY FOR PAVEMENT �t OUTLET PIPE SUBBASE 7pp OF WT C SUBCRADE ((yy -� TOE OF FILL FLL COMBINATION UHDERDRAN W pITC (TYPICAL I- „ SMOULDER LIME LINE I 1 EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS 00' TRAVEL LANES CENTER LINE SECTION i-----------�-- - (WITH TYPE 1 SELECT MATERIAL) II EDGE OF PAVEMENT TRENCH PLACEMENT �--PAVEMENT SURFACE i BASE 0 0 SLBBASE -66 o9o9o?000—SELECT MATERIAL TYPE IORI 057 AGGREGATE, JIB AGGREGATE OR CRUSHED LE P_O„ GLASS MEETING •8 GRADATION REQUIREMENTS. DR OR —PAVEMENT SURFACE M BASE SUBBASE OR CEMENT STABILIZED SUBBASE - - —SELECT MATERIAL TYPEI OR SUBGRADE (CEMENT OR LIME STABILIZED) 057 AGG EGA MB AGGREGATE OR CRUSHED GEOTEXTLE DRAINAGE GLASS MEETING .e GRADATION REQUIREMENTS. YPICAL� �I— TOE OF FILL LIMITS OF PAY FOR OUTLET RPE PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH )(W, T 4" NOM. DAAETER 14W.T. 6" NOM. DI SMOOTH WALL PVC 1 .103 1 1 0.153 SMOOTH WALL PE 70 PSI XXX 70 PSI *AGM( M( WALL THICKNESS (MIN) - INCHES XXX TESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. FABRIC GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. ARPROACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LINE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (SG DESIRABLE) GRADE. BRIDGE UBBASE 3. ON CURB AND GUTTER SECTIONS. WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE pp_2 CD-2 OUTLETS FOR UNDERORAINS, THEY ARE TO BE LOCATED SO AS TO GRAN INTO DROP INLETS OR MANHOLES. 5'-0" SIZE NOA2B (S EMIN D�THiYPE 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAE CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION REFERENCE STANDARD COMBINATION UNDERDRAIN 1VDOT ROAD AND BRIDGE STANDARDS 232 501 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE I SHEET 1 OF 1 701 VIRGNIA DEPARTMENT OF TRANSPORTATION D8.05 VDOT CD-1 & CD-2 DETAILS Not To Scale ��■ ' ' 1 ■ �- �� •• G .A - •ii7R:■. •.i�T.�111�iiiL•1.�.'TiT111t3ii!!k�l. ��411i'�i�i�l ��■ M , • , ■ 1111111■- �� - e- '9� - '�Ilwl��:f -'"`""::T"�1!M:�911MR'■�1ti:�.1� ��7�� ■ , ,. ■ �� - @•MHI _ .tisi_rP_1r1Y�i�i■[I■?�i41U!�iPi■li�3Tp11V_lii■' ��rr�s!:�.�1��I ��■ ��■ ■ ■ �� - �� . 1 1- .9 i -I�L'W�i`��L��ill'1i9JTlr I�a�i�-�1:611•111i•11��1� � ��ww""!A!!: • 1 111■111■■ ■ 1111111■- �� . A' i __ 111(�fi�llC'IG�M,►s Mf■ 11 L W 10 ��■E� ■ �h� �E� 1 1 ��FRry�%a■ ��' 111■111■L:IV� �'f�" IIIIIIIW� �fi� 1 1 111■ 111■111■�� - 1111111^] ROAD A 40' PRIVATE STREET 1 IIIRIIIRn��iF]E:iriall�■ 1111111■- •: 1 �� 1 1 -/ 1 MPH DESIGN - IIG1G�:1� ■ 1111111■- �� :�:G7:lrLrl9rr:�1[flll:T►�l■§1■:SPEED 711111� l9FJ1�� ■ 1111111■- �� a 1 . , 1 11�/� �•i�,u�.uialro.� �{iiT�y� ��■� ■ ■ 1111111■- 1111111■- �� 111■ IIL•'J 1 - - - 1 1 1 1:1■i/�� i , , • • 1 I HORIZONTAL � 1*=11Y VERTICAL • ►I�aji',RiGi.'Eil 11 ■ 1111111■- ■�� 1 � 11111� •l11■31131i�T ■ �- ■�� 1-�� dlli�!Lll� ■ �- ■�� _��.- ��■� ■ �■ice ■G,.�� ••.- . . � ��■� ■ i�■� . -%iIII, No �::�irirnra■Irr_��_�a1I� 1 �y�e�•1rlfuiSK>Ir;>r>• , , . 11111� m 14 ill, .. f. (•L,• •l•• (•T .Tr 1 11 1 1 11 1 1/ 1 11 1 11 1 11 1 . 11 . 1 11 1 : 11 : 1 • 11 • 1 1 # Q a • TTN . Ski MP f..lZ-71Z,6 . 45183 + 475 470 465 460 455 450 445 440 435 430 425 420 415 410 405 400 395 390 I,: " ROAD A PLAN & PROFILE Plan: 1 "=40' Profile: Vert:1 "=10', Hor:1 "=40 I• 0 40 80 120 ..... Scale:40 440 435 430 425 420 Al M 440 435 430 425 420 1'+00 10+50 11 +00 11 +50 12+00 12+5015 ROAD B PLAN & PROFILE C9 Plan: 1 "=30' Profile: Vert:1 "=10', Hor:1 "=30' 38.0' ACCESS ESMT I I I I 4.5' 5.0' 10.0' 10.0' 7.5' SW LANE LANE LANDSCAPING NOTE: STATIONS ARE DRAWN STRIP, TYP. AS IF DRIVING TOWARD THE INTERSECTION WITH RIO RD. 2%--- �I -- 2% 2%-- �II 4.0" CLASS A3 CONC. _ - SIDEWALK (TYP.) 1.5" SSIM-9.5A 4.0" VDOT 21A (TYP.)I II II n_ n=,••II, II 6" VDOT 21A (�j:)ROAD A STA. 10+00-1 1 +25 ROAD B 30' ACCESS ESMT 20 MPH DESIGN SPEED AADT=O 1'=30' HORIZONTAL 1'=10' VERTICAL � to � co t0 ;I Not to Scale 38.0' ACCESS ESMT I I I I SW LANE LANE LANDSCAPING STRIP, TYP. 2%-- 2% ---- -2% 4.0" CLASS A3 CONC. --__ I I L1.5" SM-9.5A SIDEWALK (TYP.) I IL III-3" BM-2 IP 4.0" VDOT 21A (TYP.) 6" VDOT 21A ROAD A STA. 11 +25-12+40 Not to Scale 40.0' ACCESS ESMT I I LANE I I 10.0' 4.0' 5.0' LANE SW LANDSCAPING STRIP, TYP. I 2% 2%-- -/° ------E-- - -- -. - I 4.0" CLASS A3 CONC. I= 11 11 11 I I- I I 1.5~ SM - 9 5A �' SIDEWALK (TYP.) 3" BM-25=M 4.0" VDOT 21A (TYP.) 6' VDOT 21A ROAD A STA. 12+40-14+ 10 Not to Scale 30 0 30 60 90 Scale: 1 "=30' o O N I - N 400 a) - to Lci to + N + N O � O � 440 ROAD C 435 30' ACCESS ESMT 20 MPH DESIGN SPEED AADT=O 430 1'=30' HORIZONTAL 1'=10' VERTICAL 425 I � 420 ao O N 411,+00 10+50 440 435 - - 430 425 420 N IS 14- 11+00 11+5015 ROAD C PLAN & PROFILE Plan: 1"=30' Profile: Vert:1 "=10 Hor:1 "=30' 40.0' ACCESS ESMT I I I I 10.0' 10.0' 10.0' 4.0' 5.0' LANE LANE SW LANDSCAPING STRIP, TYP. I 2%-- rSM-9.5A 2%---1 5" 4.0" CLASS A3 CONC. SIDEWALK (TYP.) 3" BM-.0" VDOT 21A (TYP.) 6" VDOT 21A ROAD A STA. 14+ 10-15+41 C, / Not to Scale 40.0' I ACCESS ESMT I I 10.0' I 10.0' 10.0' 4.0' 5.0' LANE LANE SW �11 LANDSCAPING STRIP, TYP. 2% 2%_ II , 4.0" CLASS A3 CONC. 1.5" SM-9.5A SIDEWALK (TYP.) 1I" II�II I-4.0" VDOT 21A (TYP.) a -3BM-25 6" VDOT 21 A ROAD A STA. 15+41-17+45 C9 Not to Scale I 54.5' ACCESS ESMT I 5.0' 18.0' 10.0' 10.010.0' SW PARKING LANE LANE I I 2/X - - 2% 2%� russ �r L� 1 - 1.5" SM-9.5A 4.0" CLASS A3 CO C. 111=1 I. 1 - BM-251' i ' - SIDEWALK (TYP.) II ��-11-11- ll I �» I 4.0" VDOT 21A (TYP.) 6 VDOT 21 A g ROAD A STA. 17+45-19+65 q9--)Not to Scale 1.0" ENGINEERED INFILL &- TOPSOIL BLEND PER MFR. SPECS. ENHANCED HIGH STRENGTH WOVEN GEOTEXTILE AS RECOMMENDED/FURNISHED BY MANUFACTURER GEOSY STE M S. Fasen on ?* LYsual:am, itte rasa" mmi�ras are mwm aim4l rar fre GeD*a apwF vco w We asarmd a t*wlie- mle ID31N tD axxmml rDr ca Taue�lw 43dfC or. the m6 1. PMPWe 51.0 FiEe,a 3 MVnMUq C5R 413 C c. 2. Pr w6e a 45M IMA entlaMEO %D E:n pMEK21s sepffa" later a'1 bp far me Sub gme ar.d I"= Pi ammLance lttM MaRurmaraF Infitnld mE Imriding uomlaps weed an %0 grade GAR 3. Pi E Geww GWWV5,-5- "W e%IlteJ wM Z lrpre2:;d Flll - Y1eer ;17d1SMI bE a ms ar mu" m1f aggmgm' 12w'g a turowriou r' xtxe 112 char mAP".3grW;e r>avrrlg an "&- ro #5 ar s1 rryel12EX Aor ceded ,VM pLdYe� .Dpsal and a qerrmff i 3D%vdd Epwe lcr at arODrvtraler. TTiE ague pa t w N-ta- rrar+e a paride rarW trim Q 3 5 w iJa t+Khm 19.5 tD M mR1111M a CID ur 11.510Jaes i f3 rrkm'r Tt* p2ea t me MEW f 001 eg= 249631`21* t531 NCrI\FW. TrE WE-04 small De 6endE4 Illtyl J* ompa:ted ID a 95% MYK= RrD;br :5 C3rrep Ile Gemyeb w=m wM AT9A#• Ke}is W. a&W I*Y*g and eW oo erld 60ru'e i 3. R-L- r ple &_� favis aerore Irf111 nlaaErrti rt LF-It :IE &P of IrfU Ito- the PMAS 1D ple-lert =ada7. a Pry 2 rff AwLm a.gace of ffigrrEfed t1! Fcc add ' 31 Loac 5iMM Parma, alck WT- x DkEIZP feci+x"sePamaaE I rt you wye an} jLoNdDm :x need any add�Lata! •rromir ton. piease call. LANDSCAPING STRIP, TYP. Saul. E&:3�' P.E. ROAD D PLAN & PROFILE Plan: 1 "=30' Profile: Vert:1 "=10 Hor:1 "=30' 30.0' ACCESS ESMT 5.0' 10.0' 10.0' 5.0' SEED LANE LANE STABIL 2'E GRID REINFORCED SURF CE FIRE ACCESS ROAD 2.0% 2.0% fli OMPACTED mmirms, OIL SUDE IN. CBGBGRARA 6" PRESTO GW3OV6 HDPE GEOGRID. SECURE SECTIONS W. ATRA KEYS & ANCHORS. FILL VOIDS W. ENGINEERED INFILL & TOPSOIL BLEND PER MFR. SPECS. COMPACT INFILL TO 95% STANDARD PROCTOR. CONTACT PRESTO GEOSYSTEMS WITH ANY QUESTIONS. Wo-t�e This r,vluati.r in 4cp"I ted and is booed an th.e use of Ganuirm Geoxeh monafoctured by Prarto Aroduc2e Co. All rights reserved. any uee - this ovoluaticn far any peacell product akhor than that manuiaciu u� ed by Prea PraducSt e � Ip atric=ly prahbltgd ono make$ this evolugHan Frvalld 71 Dwgj 9pele; kA!5FilM H2O loWlnile 10 kIp ell'yl4 Ult IoudINM and 23S pal tlr+, pvt-mnp! 'or Ire TutF asp n i;eareh In -fill -urd hpye per rrarra galddtnea c ri5iskria of 2/3 rr•aaPed agphraka and 1/3 tvpsall mIK, 1pgr"ate (0.3M' w 11 with a MO of 0.5' and prowide YIN void spore Mhen tamparcd. A. Box shol he d' for CPR b i-maen 2% and 4% and 4' for L2R ohare 4%. �. If req tlr4�d, lru ide o 415M Ibs/tt onhorced roves gttatexile seporadon layer and tnskdl in occardonca Kith LronurarturEr rscV-M4titla:r4n1 hclUdln9 srverlalm haadl on eub glaeM COR 6. The Geoweb petals d,dl he connected NN, ATR.A. keys ai eaoh ht-rleor ord and to- and ennnertiar- 7- Pradde ATR_ Artthors .a keep panels -upon ter n91nq of req-jir&d. !} umH the dryp pr IntIll t^_ NfeYmi- pu,d dlxur lan. VE11-11M SURFACE I'M*M 111131ARl FILED 11114 ENGIFIEEAEE, IWILL 5EE ATE ! 7 4 C� C� QI O §�' -] C� G 0 •7 C• C rJ O t} 9 rJ C C7 o a ❑ o o a❑ c o e a flo o a'D04 l}L� fiffCDii GadD'40 0 .30�+3GGoo a o o 4 a o- o g a a ----- --- ---- -- - --- --- --- ---- --- --- --- -- rrEaTE0LE m PREMED SUB VRQE � -SEE h'vTE 3 . . -----___ --.-- -- - . -- - ATRM an4<E CLIF No A- (J') R03AR � .;,m,�a'traa7r*a ca 1sr1•Iff74.2 - .uc EED wILLE ORME13 LbAD 'sUWDRr kTPA driCH7R ATFM Wy�.r ROAD B, C, & D SECTION & MFR DETAILS Not to Scale 470 465 460 455 450 445 5$40 a ' TTN ' . SDI MP Li &. 45153 1.6 -7! Zo *w41111111- Aj�4W SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. �3X ROOTBALL DIAMETER DIM.- (---i�TREE PLANTING DETAIL Not To Scale PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING FINISHED GRADE EXISTING GRADE SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING I�2X ROOTBALL DIAMETER DIM.�I 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. ,SHRUB PLANTING - SECTION Not To Scale SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. III -III -III- , I- 3X WIDEST DIMENSION OF ROOT BALL TREE ON SLOPE @ 25% (4:1) to 50% (2:1 Not To Scale IS-1 y. e .A TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE TO OFNPIPER I I I I I I A'9 SLOPE TO DRAIN TO INVERT Y OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e END -SECTION 12" - 60'' PIPE -HUB END ON OUTLET END -SECTIONS SPIGOT END ON MET END-SECINON CONCRETE --IF LLL JJJ - - E 4D00 PSf MIN'v !I.+ IN PLAN +7anllflg w� q g11AM£TER ^0F111E ENO VIEVIW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" T-C" 2'-0„ 4,-0" 2'•0' 15" G.. 2,-3" 1�_4�. 4.-O„ 2'-6.. 1B'. 9„ T-3" T-9" 41-9. 31-0. 21" 9 2'-11" 2'-V 5,-0" 3'-6' 24„ y „ 31_T. 2'-6" 6'-1„ b,-0" 27" �D 4'-0" 2'-1" 6,-I" 41-6' 30" 1'-O" 4'-6" 1'-7 6'- 5'-D. 33" 1'- .' 4'-10' 2'-3' T_1 5'-6. Z6" 1'- ALTERNATE ENO -SECTION 12" 60" PIPE NL18 END ON OUTLET END -SECTIONS SPIGOT END DN INLET ENO -SECTION ES-1 I SL-1 Jx r � jx CO'NCRFTE TO BE L E J 4000 PSI MINIMUM t PLAN ~ � C p B Dim R L OF PIPE l ` + END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C 0 E 12" 4" 21•0" W-l" 6'-1" 2•-C„ 15" B.- 2'.3:. 3,_1D,. 6,.y, 2,_6,. 181, y,. 2�.3�. S. ,. 6�.1n 3._D, 2.. $�. 2,-11" 3�_2., 5.•V. 2'.. 10„ 3,, T,- 2�.g.. 6'_3" 4'-G" 2. 53" T'-1 g' 4'-10' 3'-3 N" 8'-F 5'-fi" 36 1'-3" 5'-3" 6'-0" 42" T.g,� 5'_3'• 2'_11" e_2. 6'_5•' 1. 5A" 2'-3" 5'-5" 2'-11" 8'-4" 7'-5" ,eF#5 BARS 0 8" C-C TYP. UtK I I I I I I I I 11 I_I I 30" DIAMETER I TTTT •:•; STRUCTURE SIZE AND WALL THICKNESS VARIES #5 BARS # e" C-C TYP. PLAN m CLASS A3 CONCRETE SECTION A -A SECTION B-B NOS, 1. THE STANDARD SAFETY SLAB (SL-1)IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET THE SPArib OF ADJACENT SAFETY SLABS SHALL BE B'TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 8 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS CLASS ND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / ,N •T.: L PAY LINE 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE CLASS C1,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE °'I'' UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. # 5 BARS # e" C-C TYP. r SrNDU BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I I I.DfR C 6 NOTES: SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I ��///��I 1`• 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. , r CLASS A3 f3000 PSD. PRECAST CONCRETE IS TO BE A4 <400D PSI). REINFORCING e , PIPE LENGTHS SHOWN ❑N PLANS ARE STEEL TO BE IN ACCORDANCE WITH AASHTO M31. ;. �f;. •. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE -- ' e BASED ON ENO-SECTIOAI DESIGN SHOWN PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - _ _ _ ON THE LEFi.hF THE cDN7RAc74R ELECTS 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS FE INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET TO USE THE ALTERNATE DESIGN SHOWN ON LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY CONFIGURATION AND FLOW LINES. THE RIGHT, LENGTHS WILL 8E R£P ICED BY 30" LONG). SECTION B-B _ CULVERT _ THE DIFFERENCE IN D IEW4 N PLAN METHOD OF TREATMENT IN MANHOLES ' SLOPE DETAIL STANDARD METHOD OF SHAPING SPECIFICATION SRErERE cON REFERENCE REFERENCE FI>_ARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINA DEPARTMENT DF TRANSPORTATION ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 106.08 i SLOT ZETA;.. r1to FOR EMS` REiNOVALT J EXPANNDED STEEL MESH (FLATTENED) MINxSTEEL ALUMUUM OR STEEL De ]NCH MIN. RIVIETS OR BOLTS ALUMINUM PLATE - COMPATIBLE %4JH POST MATERIAL 4•O. U-TYPE ROLLED RAIL STEEL POST AT 1.33 L8S-JfT. OR ALUMINUM ALLOT 6063-T6 0 .70 LBS.JFT, UNDERDRAIN OUTLET MARKER DETAIL SECTION A -A NOTES; 1. TYPICAL ENDWALL TO HE PLACED AT THE ENDS OF ALL UNDERDRAIN OUTLETS, BARRING LOCATIONS WHERE UNDERDRAIN IS TIED INTO OTHER DRAINAGE STRLICTUR£S. ENOWALL TO BE INSTALLED P£RPk7I04CULAR TD PMwAY AND FLUSH WITH TH£ %OPE- ISOMETRIC PIPE L0, 4" 8" 6" SLOPE DIMENSIONS CLASS A3 CONCRETE CUBIC YARNS 2. DUILET PIPES SHALL BE RIGID NBNPERFORATED, SMOOTHBORE PIPE, MEETING THE REQUIREMENTS 4 OF 70 PSI TESTED AlGCORDING T4 PST4 2 F2. 5_ EXPANDED STEEL MESH [FLATTENED] SHALL HAVE OPENINGS OF APPROX-'/, X 1" AND WEIGH APPROX. 0.82 L6.S. PER SO, FT_ MESH SHALL BE GALVANIZED IN ACCORDANCE WITH ASIM A-123, THE MESH SHALL EXTEND A MINHHNM OF 1" ABOVE THE O.D. OF THE PIPE, AND IS A BARRIER FOR RODENTS, ETC. THE SLOT FOR THE STEEL MESH IS TO OE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES. s LING ITAu MAY Or Pgrr.ACT np PACT IN PI A!•C L H 2�i 2`-5' Y-Z .' q,r7 40 4'-5" V-}' " 0-28 2,1 T-101 " 1'-5' 1" 0.21 4:l 5'-3„ 1'-3 °" 0.35 5. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND BRICCE SPECLFICATIOHS- IF PAINTED THE FINAL GOAT SMALL BE N0.10 ALWNUM PAINT OR NO. 11 WHITE PA2I7_ 6. MARKER TO BE PLACED AT OUTLE1 END OF ALL UNDERDRAIN MSTALLATtONS BARRING LOCATIONS WHERE UNDERORAIN IS TIED INTO OTHER DRAINAGE STRUCTURES. 7. MARKER WILL BE PAID FOR IN ACCORDANCE WITH SECTIO74 501 OF THE RUNT AND BRIDGE SPECIFICATIONS. REY. 7fO3 SKCIFICATCN STANDARD ENDWALL FOR PIPE UNDERDRAINRUDiENCE 233 V GIN A C='f•T•TLlC'1T OF -RAAISPOR7ATJDN 101-32 302 50T ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL LIGHT BOLLARDS (>3000 LUMENS) SPACED 20' ALONG ROAD TO ESTABLISH EDGE OF ACCESS EASEMENT OPEN PORCH CAR ACCESS ON LOWER LEVEL 2A 27Y4" MIN - 28Y4" MAX RAIL HEIGHT 3'_ll�z„ x � . !A'.l� !RJR" lA"iA�h)' T�'l.Vl✓2v' ryr. GR-2 GR-2A [6'-S" POST SPACING] S3'-1YT' POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES! GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING C014STRL-CTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCkOUTS SEE SHEET NO. 501.05. • OPTIONAL GR-2A METHOD x OPTIONAL CR-2A JAETHRO USING NESTED RAIL USN4.. ADDITIONAL FOR DETAILS OF RAIL ELEMENT, RAIL 5PLIGE JOINT, AHD RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE 6'-3" BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POTS $HALL BE SET PLUMB, POT SHALL NOT BE 5ET WITH A VARIATION OF MORE THAN. e" PER FOOT FROM VERTICAL. W-DEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR Fd RCE, AS PER SECTION 5D5 OF THE SPECIFICATIONS. ALL GR-2 AND GR-xA RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27�5" MIN - 20,1" MAX AS MEA5IJRED PER STANDARD GR-INS ALL W-F)EAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHI:IILAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. XV D07 ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 5D1.0d 48J14 40-50' BUILDING FACADE DISTANCE ACCESS & ACSA UTIL. EASEMENT 30' 20' ROAD/ALLEY FIRE TRUCK ACCESS BUILDING 20 SETBACK PED. PATH LOCATION VARIABLE 5' CONCRETE PATH (MEANDERS THRU ESMT)� FLARE RATES DE516N SPEED INSIDE SHY LINE BEYOND SHY UNE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30�1 151 +k 60 8' Z5+1 id=1 .F 50 6.5� 21-1 111 .F 30 4' ill 7:1 $ TYPICAL PRECAST UNIT ROAD ANX 00-117AIVDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS,ON F ETI " 7/Di SHEET 1 OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 tI1Z01 10®,t4 VIRGINIA DEPARTMENT OF TRANSPORTATION #E SUGGESTED MAXIMUM FLARE RATE FOR SEMI-RICID BARRIER 5YSTEMS. A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL ❑FFICE SPECIFICATION STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE {STRONG POST SYSTEM? as VIRGINIA DEPARTMENT 3F TRAN5PORTATION BUILDING SETBACK 20' WIDTH OF 6" GEOCELL I ��:' COMPACTED SUBGRADE (CBR=6) W/ GROUNDCOVER MIX �/j VEGETATED PEDESTRIAN STREETSCAPE - PRIVATE STREETS B-D 1"=10 7ALLOWABLE BUILDING HEIGHT 35' MAX i„ GR-2, 2A T sf,"Kt$" BOLT & NUT I' -_- - ;j," HOLE - HOLE -- - < 6"x $,',. F'-2" TREATEF PINE BLOCK OR B 6"x6"x1'-Z" TREATED PINE 1/j' HOLE w RECYCLED MATERIAL. Y° $ BLOCK CLED Y• GALV. STEEL 500 [wi MATERIAL COMMON NAIL w SEE NOTE 5_ w fi" WIRE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL TREATED s CONTAINING STEEL BLOCKOUTS. PINE BLOCK E n� TREATED SOUTHER N PINE '' - BLOCKOUT FOR MAINTENANCE REPAIR ONLY I� X 7-Y � HOLE -1' LESS THAN T-0" �X WOOD POST J ~<y4 4"x 8"O'-2" TREATED PINE BLOCK. STRONG STRONG THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE IIIOR WHERE L�� J SPECIFIED BY THE ENGINEER IN THE -'--'f-� - �}�� WIDE BLI'DCICOUT 8'-0" POST GUARDRAIL REQUIRED sr �fp� PLANS- R >h RETAIL A }`s" DIA POST TAT BE HDT ROLLED M WELDED, HOLE 3�+" B" GUARDRAIL INSTALLATION HOLES SITES REQUIRING LONGER - GUARDRAIL POSTS 4 n a � NOTES• II 6"xa"x I'�u0" BOLT TREATED PINE W 1. ALL BOLTS. NUTS, WASHERS. AND OTHER BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. I _ RECYCLE MATERIALD w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY - - I _I N II BE INTERCHANGED ON ANY ONE PROJECT WITH - II WSA-5 OR i THE RESTRICTION THAT THE SAME TYPE OF w6�.9 POST AND BLOCKOIIF MUST BE USED IN ANY SINGLE RUN OF GUARDRAIL - II OPTI¢NAL HOLE 3_ FOR DETAILS OF GUARDRAIL ELEMENT SPLICE 31_/-, D10. HONES II TO FACILITATE .ONT. HARDWARE, ETC. SEE SHEET NOS.501.01 AND 50i.D2. 4. DRIVE NAIL ON BOTH SIDES WFfkiW 2" OF THE " �8 tr II TOP OR BOTTOM OF SLOCKOUT AFTER x BOLT I5 IN5TALLED. „I 4..I HOLES IN POSTS AND BRACKETS TO 13E Y DIA. CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEAL ED AND SICNED DRAWING IS ON FILE IN THE CENTRAL OFFICE �VD EIT REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS zee tSTRONG POST SYSTEM, POST AND BLOCKOUT DETAILS} REVISION DATE VIRGINIA DEPARTMENT OF TRANYSPORTATION- 08J14 ��2505 -Albemarle Court v A is -built Road Plan POECY As -built dtwvings shall be prepared fbi all public and-pinvate rcad'<'kay consmxticmprojects within Albe rle County The following is a list of the "ninm infc=tion regLured cn the drawings_ Additional infb=1iCM may be requested The County only re'n ws private road as -built plans_ The county does not review or appro,.T public road as-builts_ For questions regarding public roads_ please ccniWt with VDOT_ 1_ A signed and dated professional seal of the preparing Nengineer or stin-nw_ 2_ The name and address of the firm and individual preparmg the drawings on the title sheet 3-As-b4tff' nuist be labeled On the drawings with the date of preparation of rt iuon 4_ The constructed location Of all items associated a°ith the road constntcrion must be shIawn. The items incl ode, buT are not )untied to the foflu vmg. a_ HOrzontai _1ftument - Show and label measutaement points- aad an interpreted line between meamrements_ Shoo' the as -built centfrline Never the design centerline. )Distinguish behveea the design elevation and as -built by labels and line type. 1vLeasurements shall be at each station as a mini miuL and at frequent enough inten°als to accurately portray the as -built centerline_ and the position Of the roadway within the right -of= -way Or easement_ Any portions Outside the right -of --way I7r easement must be corrected by plat or conshurt im b. I-eittc.71 Alignment - Sh(nv and label mean r n eat paints__ and an interpreted line bN'nvem measurements_ Show the as -built centerline over the design centerline_ Distinguish between ffimby labels and lane type_ Wme the constructed Vertical ekrntims adjacent to the desiga elevations_ Distinguish between the elevations by striking a smglle line througb the design elevation_ hiemiumients shall t e at each station as a mitt mun and frequent enolo intervals to accurately porny the as-blljt centerlinc- For alignments which &e iate sieaifucmtly from the design provide cu -ature and sight- distances- Corrections nTav'be SegLured for alterations from the design alig ment_ b. Edge of Pavement - Display the constructed edges ofpaveiwnt and width mLasucnimb al every sratiOfli c r more frequently if nece&sary to auxately portray the as built edges. Show the as -built edges over the design edges_ Shaw and label constnicted edge ofpavemew radii for all intersections and cul- de-sacs- Edges for sidewilk as well a5 ramps and curb cults must be iachtded_ c_ ECulrerts, Pipes and Drainage Stru c tures - Display the installed type Of drainage st iwtLu- '_ cWvuvpipe size_ material_ inlets Or end treataKW(s)_ inlet and Outlet protection_ aiigament and inveff ele'w-aticm compared to design_ For slopes flatter than de-sigiL_ Or in% -ergs shaHower than design provide C0n4watrOns -Vf if�ing desrga Staadaid.5_ d_ Ditch Lutes - Display the constructed location of all ditch lines_ inchuiing typical section_ directiou of flow_ aad linings_ e_ Di:Ainage Easements - Show all platted easements with dead book referlences labeled_ Drainage musi be'aYthin platted rig*-of-wav Or drr3imge easmierxis. Provide copies Ofrecorded documents_ e_ Guardrail - Display the constructed location of guardrail. including the guardrail type, length and applied end treatments_ compared tO desiEn f Right of way and associated easements -Label deed hank and page miflahers for ail dedicated right- of-ways. sight easements_ slope easements, etc.. and provide copies of recorded docummn. g. Pavement Designs - Label the as -built pxvemeut acd base On the design typical sections_ Strike throw a y design elements which %verse net applied Inspection reports are required for fill cartipactiori_ CBR's_ and pavemmt applications_ h_ Street Trees - if street trees are on the design plan_ provide d> ;sign and as -built locations and species. i. Sins - Shaw all installed signs and pavement markings_ Include anypedestals or Other futures. k "7f T i r .•'L a 'TIN . SIUMP Li &.45183 1.6 Ok �TlrQVAL $ �-W Ali,4W TACK COAT THE PROPOSED EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS r/m/Al - - - - - - - - - - - - - - - - EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 11/Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315-05(0 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. 274" MIN - 28 4" MAX RAIL HEIGHT 3'-11f/„ x GR-2 GR-2A 16'-3" POST SPACING) t3'-1/' POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAY DYNAMIC DEFLECTION - 2' NOTES, GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION F AND AS DIRECTED BY THE ENGINEER - FOR DETAILS OF POST AND BLOCkOUTS SEE SHEET NO- 501.05. >k OPTIONAL NESTED METHOD x US OPTIONAL ADDICR-TIONAL A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS, 501.01 AND 501.02. �m WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE 6'-3 BETWEEN 5 FEET AND 750 FEET. ALL GUARDRAIL POSTS $HALL BE SET PLUMB, PQ T SHALL NOT BE SET WITH A VARIATION OF MORE THAN e" PER FOOT FROM VERTICAL. W-BEAM, RLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 595 OF THE SPECIFICATIONS. ALL GR-2 AND GR-JA RAIL SHALL BE YAINTAINE❑ AT A HEIGHT OF 27 ," MIN - 2aW' MAX AS MEASURED PER STANDARD GR-INS ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR 5TANOARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE 'BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30i1 151 # 60. 8' i 6:' 14:1 * 50 6.5' 21:1 11' 1 +k 40 5' 16:1 8:1 30 a' 1311 # SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. XVD0T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARD STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE SHEET I OF 2 REVISION DATE tSTRONG POST SYSTEM) 221 501.114 Q8J 14 VIRGINIA DEPARTMENT OF TRANSPORTATION SOS "K18" BOLT & NUT - - I �; HOLE - - - 6"x 8"a ('-2" TREATED a PINE BLOCK OR � A" HOLE _ _ _ RECYCLED MATERIAL. " - J GALV. STEEL TO p ! COMMON NAIL w SEE NOTE 5- w 6" WIDE BLOCKOUT TREATED PINE BLOCK a A TREATED, PINE I �9 - I 7i HOLE 6X8 WOOD POST l 156 4"x $"xi' 2" TREATED W, PINE BLOCK. THE CRT POST IS FOR U5E WITH THE STANDARD GR-10 TYPE IIIOR WHERE L�� J" WILE BLOCKOUT SPECIFIED BY THE ENCINEER IN THE- PLAN5- POST VAY BE HOT ROLLED CR WELDED. CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MIN 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG 12A MAX BOTH SIDES OF TH RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/z". 12:1 MAX_ 6. CURB / CURB MID GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7_ CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE ; HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTIN000S UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL -�' 1211MAY_ ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5¢Iu ** AND USED BY PEDESTRIANS.1"- B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN AT , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT W * ,SAME AS TOP OF CURB 9. TYPIqq� &pNCRETE SIDE ALK IS 4" CK. yyHEN THE ENTRANCE RADUCANNOT TYPE C ACCOMMODATE THE TU INC REQUIREMENTS OF AIrTK IPATED HEAVY TRUCK TRU7KCTREFERFIC) FOR CONCRETE DEPTH. COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1 8" - 2 4" TRUNCATED DOME C-C O 0 O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 ? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, + N V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Oro o U LV 02" o OOOOOOOO OOOOOOOZ �501651YE DIAMETER O O O O O O O O 0 0 0 0 0 0 CIST60 DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VARIABLE 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACESIRECFCAPM REV.7/05 GENERAL NOTES 105 502 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION *5 DOWELS, 8" LONG A ERMISSIBLE AT 12" C-C `j CONSTRUCTION 5' MIN. JOINT 12:1 MAX J11 12:1 MAX B 2' "� B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :1 20 :1 II 48 1 1�T MIN. -I SECTION A -A II PERMISSIBLE CONSTRUCTION JOINT o SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 1 10 15 6 14 15 Y a 3 fn N O iw' U -1,. a CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5' MIN 1`- 4 A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA CG-12 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4 SPECIFICATION REFERENCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 GR-2, 2A 1 „ sti I _ I I A-1 xxSTREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS I g AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) N L WHEN USED IN CON.MC:TICN WITH STANDARD CG-3 +" HOLE• - - ^, - (RADIUS TO BE AS OR CG-7. THE CURB FACE ON THIS STANDARD IS TO 6"z6"x1'-2" SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTAELE CURB TREATED PINE CtAnGURATION. GG-2 DR GG•8 BLOCK DR ( 7 )- ��„ RECYCLED fN ATERIAL f / & 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO 9E _ _ SIDEWALK USED WITH THIS STANDARD - FOR USE WHEN REPAIRING DAMAGED GUARDRAIL - 1SiDEWALK I CONTAINING STEEL BLOCKOUTS- I lu n Jr- `) m OI'TIONJIL NPAVEO SPAS£ r 3- MAINLINE PAVEWNT SHALL BE CONSTRUCTED TO THE BLOCKOUT FOR MAINTENANCE _-�� __ 0 FL6w L)NE RIW LINE (F,XCEPT ANY SUBGRADE STAUt. ATKM REPAIR ONLY EXPANSON REOUIREI) FOR MAINL+NE PAVEAiEN7 WHICH CAN BE JOINT EXPANSION OMITTED IN THE ENTRANCE.) li JOINT q RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSYRLCT£D BEYOND THE R/W LINE NOTE=WIDTH "B" 2'-0" DR A5 �e� MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. LESS THAN I'-0" SHOWN ON TYPICAL SECTION A `t PLAN VIEW ENTRANCE NOTES. STRO ,:, POST 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE B'-0" POST GUARDRAIL TURNING REQUIREMENTS OF ANTIC[PATE❑ HEAVY TRUCK REQUIRE] MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS Sr£f'4f• M' PA2AOOUC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RA}R SHOULD BE INCREASED TO 7". (SEE CC-13) rry FOGS OF PAVEMENr OR A11SLG'P RANGE O 8 T W T Tf A P W I I CG-12 PERMISSIBLE A CONSTRUCTION #5 DOWELS, 8" LONG JOINT0 12" C-CI 8' 10:1 10:1 B MAX B 2' TRUNCATED IDOMES A SEE SHEET 1 OF 4 FOR DETAILS TYPICAL DESIGN 4'-0" BACK OF CURB 121 MAX. 48:1 MAX. 20: 1 If SECTION A -A �T MIN-. I ERMISSIBLE CONSTRUCTION JOINT o SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1OF 4. A 4'SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL y BE PROVIDED WITHIN THE MARKED CROSSWALK AREA. N N Y N =O �� N U U) CROSSWALK Of C SSWA�,K TYPICAL PLACEMENT OSSWALI TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. F`�"'ICN CG-12 DETECTABLE WARNING SURFACE REFERENCE 502 TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 1203.07 I A W7 PERMISSIBLE CONST. -� 5' MIN. f JOINT JL A TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS TANGENT PLAN STD.CG-2 2'-0" 5,_O„ BACK OF CURB 12 ' 1 48: 1 MAX. 20 = i i o e48: 2' MIN. SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 1 4 8 5 5 10 6 1 7 14 7 1 13 15 8 1 15 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. u 3 v) 0 4.. U� �� CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. 12�1 M yh 5 )K)K ' T ' AT )K , 2" HIGHER THAN EDGE OF PAVEMENT AT:K*,SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET MIN CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION EXPANSION KEYED FOR .� DETAILS OF INLET JOINT CONST. BARS �o., JOINT BA cD SPECFICATIDN REFERENCE 105 502 1R C 2„ z a + o ) I SUBBASE _ HARDWARE BARS F CLOTH I WEEP HOLE. SEE NOTE 8 I TT STEPS.'SE NOTE 5 8„ 2 4'- SECTION A -A r KEYED CONST. JOINT 2„ 2- 10" 2" WARPED GUTTER BARS A �'• APPROACH /,., / GUTTER ;It}TIDNAL FLOW LINE ® - - - PLAINS ARE 0 INDK)ATE HEk OOHS RUC OH DETAIL A t'N - - - D (SEE LINE IS REQUIRED TO PROVIDE POSITIVE D;ZA{NAQE ACROSS y �1 I *3" DIAMETER BLS B MONLTNE ROAOWAI ~ ` - - - ` y - - - D NOTE 7) THE ENTRANCE- I\{P\� /1/1 i WEEP HOLE FRONT ELEVATION BARS F a 1-8 a ` a GUARDRAIL INSTALLATION 8X VAX' � 7. THE DESI$tASLE ANTS MAXIMUM rNTRANCE GRADE CHANGES L - - - (GUTTER REMOVED) SLOPE CHANGE 11/4" F II HC7LE5 SITES REQUIRING LONGER GUARI)RAdL POSTS � D ARE LkSTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ANRQ tNOT APPLICABLE TO STREET CONRNECTIONS- SXI/y" BENT PLATE SECTION B-B MINIMUM FOR = GOMMERC;AL ENTRANCE INTERSECTION NOTES � � a-• N 4 5„xa"xs'-2" NOTES. B. WHEN GG-11 IS USF3) FOR STREET CONNECTIONS, THE CONSTRUCT CRADE CHANCES WITH A PARABULIG CURVE. (:ONNECTION MUST 13E 9ESIGNED kN ACCORDANCE W''H _ I . '.. - /N" R TYPE A NOSE DETAIL SHALL BE USED WITH CG 3 & CG 7 STANDARDS. :1;'. L2%p"X2'/2"Xy," GALVANIZED II & NUOT BOLT ~ 'TREATED PINE w BLOCK OR o 1- ALL BOLTS• NUTS, WASHERS, AND OTHER STEEL ITEMS ARE TO BE GALVANIZED. AASNTO POLICY AND THE APPLICABLt REQLIIfREMEN",, OF THE VDOT ROAD DESGN MANUAL. INCLUDING S-C=PIh,. SECTION A - A TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A I TYPE B /2" X 4" STUD SHEAR CONNECTOR WELDED II RECYCLED S(GI•(T DISTANCE ,AND K VALUE REQUURESAENTS. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68*30' TO ANGLE IRON AT TC-C. II w 2- ALTERNbTE TYPE POSTS AND BLOCKOUT MAY 9- OPTIOANAL FLOWLINE MAY REQUIRE WARPING OR A CONNECTORS AND IS TO BE ANCHORED WITH y2" X 4" STUD SHEAR NOSE DETAILS II II W6x B.5 OR Wfix9 v ? BE INTERCHANGED ON ANY ONE PRDJECT WITH THE RESTRICTION THAT THE SAME TYPE OF POST AND BLOCKOUT MUST BE USED IN ANY 'I" PORTION OF GUTTER TO PROVIDE POSITIVE ORMAGE .ACROSS THE INTERSECTION. WELDED TO BENT PLATE AT T C-C. 2" APPR.PAVEMENT II II _ SINGLE RUN OF GUARDRAIL 2.. B DI-3A L DI-38 L DI-3C L WARPED PAVEMENT II QPTI¢NAL HOLE 3- FOR DETAILS OF GUARDRAIL ELEMENT SPLICE ALLOWABLE ENTRANCE GRADE CHANGES II TO FACILITATE JOINT, HARDWARE- ETC. SEE SHEET NGS.501.01 IA GALVANIZING AND 50+,02- 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE ' II TOP OR BOTTOM OF BLOCKOUT AFTER" - .6 BOLT IS INSTALLED, ANDHOLES BRIACKE $5 S TO 8E '1' NA., CRT POST STEEL POST PECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE REFERENCE STANDARD ARD BLOCKED -OUT W-BEAM GUARDRAIL 221 J ► ]V�LSJT"'IRIiOLN1G POST SYSTEM, POST AND BLOCKOUT DETAILS} 236 505 VIRGINIA DEPARTMENT OF TRANSPORTATION XV DL]T ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 OB/14 501A5 CLASS A3 a n e s tI�I 'M.E-S ) a % . ho - - f CONCRETE ENTRANCE VOLUMNE GRADE CHANGE .,Cr. = - - - - - - - - = FLOW I _ - - FLOW { - - FLOW _ C• ;> DES-W-E MAXIMUM HIGH MOW- 1NAN 1500 VPD O X 37. I 1 DETAIL WHEN USED MEDIUM 500-1500 VPLD Sax oX YY�� SECTION C-C FOR USE ON GRADES ADJACENT TO CURB LOW L£55 THAN 5GO VPII Soh a NOTE= ALLOWABLE ENTRANCE GRADE TABLE IS NOT FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL APPLICABLE TO STREET CONNECTIONS PEC[f)CATIONT XV DOT SPECIFICATION REFERENCE METHOD OF TREATMENT STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STAAIOARDS ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION OAT£ SHEET 1 OF 1 SHEET I OF z REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' 233 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.09 08/10 203.04 2" OF SM-9.5A SUPERPAVE 000000000000000000 0 0000 0 6" - VDOT #21A BASESTONE IIIII COMPACTED SUBGRADE MIN. CBR=6 TO BE FIELD VERIFIED PAVEMENT SECTION FOR PARKING LOT Not To Scale 1.5" OF SM-9.5A SUPERPAVE 3" - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 0000000000000000 0 0 0 0 0 0 0 0I 6" - VDOT #21 A BASESTONE IIIII COMPACTED SUBGRADE MIN. CBR=6 TO BE FIELD VERIFIED PAVEMENT SECTION FOR ROAD A Not To Scale n d ° e ed 44 A ouOuOuOuOuOuOuou 0000000000000000 III III III III II 4" - 3,000 PSI CONCRETE 4" - VDOT #21 A BASESTONE COMPACTED SUBGRADE TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR 77- #4 BARS AT 1211 O.C. 0000000000000000 4" COMPACTED VDOT #21 A IIIIIIIIIIIIIII-��COMPACTED SUBGRADE TO BE FIELD VERIFIED DUMPSTER PAD DETAIL Not To Scale NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A L 4" J 2" R OF THE VDOT ROAD DESIGN MANUAL. D 6„ 15 7„ o n o n o _ _ - - - - - - - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A (THIS MINIMUM DEPTH OF 7" IS MAINTAINED. AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR \-8" VDOT 21 A Compacted Stone Under Curb SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION ,_4 .a„ 2° R a • . d 6„ .a -.a SEE NOTE 4 d . a . A . 4„ 6„ ' RADIUS 712' a a 15" • .,A • SURFACI MAX. a a . a BASE SUBBAS! 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECFICATIO REFERENCE 105 502 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE REV.9/O6 201.03 cc-z 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" O DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN.NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREAS SHO APPENDIXEATOFFOR TT EC DOT ROAD OSIIGT MANUAL. SURFACE BASE SUBBASE 8" VDOT 21 A Compacted Stone Under Curb STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION Fa 'TIN 0 ? �V . smmP Li a,. 45183 -71 Z6 uAYAL Aj�4W �iI �Vi7 YV� IIIIIMAWE •- m IIIIIN 11 111111 EiI1Q 0 . 11 �IIIIIIIIN_ ' l5 - NO IIIIIIIIN _ EI■■EI! W' . ■■EI! ��--57 IIIIIIIIN ■■EI! - ■■■ IIIIINIIIIIIIIN �_ �a■■� ■■■ IIIIIIIIN :■■� ■■■ �-■■ '—�i� u h.I IIIIIN I IIIIIN Il(r7—/�� i ■ �� \l�1■i■w i1 i11�111�1��1[r�l�l�l�)r�>•�i ■ EI ��, WAi Ak E ■A■�k A SOME MIN r.,�...MINES Ellii ■ SMIE ■� !IMi ■ S■IDS■ IIJiZ�`L�■[IIIPJITAIiJ�AXNL�l �= 111 '� IIIIIM' MIM Ill !a m • /�t.41 - EI• ■ _ ® i■■�/00OU IIIIIWIIIIIIII i ■ IIII IIIIIII SENSE Ill IIII SENSE Ill IIII SENSE Ill !� �_ �_ i ■ _�_■■SENSESENSE .1 IIII FA 1 11 I I II I II I II 1 455 450 445 440 435 430 425 420 415 410 405 400 470 465 460 455 450 445 440 435 430 425 Elffir! 111111��► n►��W •+.� ONE ONE ONE 111 111 111 �_ �_ 1111111ii 1111111 �� '• WEE ONE 111 1111111 MIN —�1111111 ■■ ■■� —�■■ ■■� ��■■ 11-�1111MIN ONE Ill 1111111 ®1111111�I�i■■--1iL� is IC�lir'>•�■■��?a1C1�i�� G'fI�■■� *lffi .. �/I DM111111111111 ONE Ill 11111111111131 •1111111 111111■ 111 — RE �!I —'■■—'�i'r�If'i ER - III �� i[iti�' ■■ �itI1�11�7 ll� Ill s� .i —/�irC•�i� ■ia ■l _ � III %��F i>•� EI[I OR _ I_■■ III—/_. • �� Ell NMI �111 Its INS . 1 • III ' -- 0+00 iutJu iituu iitJu iztuu iztJu iJtuu STORM PROFILE B1-B6 C12 HORIZ: 1 "=30' VERT: 1 "=10' 12 STORM PROFILE B5-H2 C12 HORIZ: 1 "=30' VERT: 1 "=10' 455 450 445 440 435 430 425 420 415 410 405 1 J+5000 470 465 460 455 450 445 440 435 430 E 440 435 430 425 420 415 410 405 415 410 405 400 395 390 385 380 2 STORM PROFILE A6-A6C C12 HORIZ: 1"=30' VERT: 1"=10' C1 ZO O C2 �- � cV 435 430 425 420 415 410 405 425 420 415 O 410d c L 425 420 415 410 40 10+00 10+5005 CV — 5 STORM PROFILE Cl -C2 C12 HORIZ: 1 "=30' VERT: 1 "=10' 1194m'- Ed Mo 1110111FAIliffiffErs WE ■■�_ m5-- ■■� I■MEMO ■� ICY■ % � _ 420 41 410 405 400 395 415 410 405 400 395 390 385 ,�80 �N o B1 cD 420 415 405 400 395 390 385 !__ �RI1 %mid i'il1 'WIMIII! -_ 01111111 0 .. WEINE IWlM - 1111 IIIIIIIIlIIIffl f11110111 i■■1111117 ■■�_ ,i 111111111 Sa plurmlifflivX7,51 11111111 .0 — El 405 410 400 405 395 400 390 395 385 80 390 380 10+00 - 10+5D 3 STORM PROFILE A6A-A6Z 385 C12 HORIZ: 1 "=30' VERT: 1 "=10' 380 10+00 D2 Elm �� - -_ C-]�i■ IEfiy E�� Imo■ —ME iIIIIIIIIIIN _f■li`7 �� ME IIM___ ■ d� Ind IAA • INS ■� 10+00 10+50 6 STORM PROFILE B 1-D2 C12 HORIZ: 1 "=30' VERT: 1 "=10' 1111 IIII i7 - F_:L� i■IJ �� MIR11110 _ -_MIIIIIIW-1 a�■Y_IIIII rV� MR ME111111111111111 11161111111111111 MINE �Mlll 11111 —�— ��.., 1'I!0 IIIII i ■■ �11111!1!!!EL■li IIIII N■LLll �Yfii■IIIII 11111 ml • 10+00 10+50 11+00 11+50 8 STORM PROFILE B2-F1 C12 HORIZ: 1 "=30' VERT: 1 "=10' 435 430 425 420 415 410 12+0005 `F'tJ 440 435 430 425 420 415 10+00 10+50 11 +00 11 +50 g STORM PROFILE G 1-G2 C12 HORIZ: 1 "=30' VERT: 1 "=10' I� llllllffl� 111© NIR ■:tl - . 1111110.. _1111111 i11111r [a �A 19 -Ell I off -_- .:, III 11 m MIN i■11 IIa i ll� i■1'I OR IN III■t!9.. 1111 11111111 11111111 IMMINIIIIII -_ r 11' • _ FF 470 465 460 455 450 445 10+00 z 10+50 11+00 11+50 12+00 10 STORM PROFILE B2-E3 C12 HORIZ: 1 "=30' VERT: 1 "=10' Elffis WARMINNIN - l/ic1 L Elm� ®- • r- _rl•IIIIIII!-_MINE IN �IM -_ _EIIIO rw�.►] ' �Mll � —1�� IIIIIIII IIIIIIII MINIA • III III �� III III �� III III �� III III �ZIG>Rd� :1 aIMRI IIIIIIIII it MINE • �� MINE 470 465 460 455 450 i n-+00 10+50 11 +00 11 +5045 13 STORM PROFILE 1-3 C12 HORIZ: 1 "=30' VERT: 1 "=10' 4JU 425 420 415 410 405 12+50 10+00 10+50 11 +400 11 STORM PROFILE J1-J2 C12 HORIZ: 1 "=30' VERT: 1 "=10' 440 435 430 425 420 415 410 05 470 4� 465 460 455 450 44 4 4 4 4 4 4 4 IIIINA� w ■_ 11111111- ■� 15 - ■ _ =0 u _ - sm" 12 _ - rw?.7- �C III ■ III �II� III .Ill :irlt�t� �I III - .. awl i' ■ S:7 - ■ IIIId m ___ ■ © IN 470 465 460 455 450 45 1%+00 10+50 11 +00 14 STORM PROFILE 2- A2 C12 HORIZ: 1 "=30' VERT: 1 "=10' 10+50 11+00 4 STORM PROFILE A6-A8 C 12 HORIZ: 1 "=30' VERT: 1 "=10' NOTE: CONCRETE INLET SHAPING (IS-1) REQUIRED ON ALL STRUCTURES WITH A 4' OR GREATER DROP AND SAFETY SLABS (SL-1) ON ALL STRUCTURES TALLER THAN 12'. � A �.•' 11110 1111111111111110m �r MEMO. INER- '■ �►]_ - —� - 0 — E� . ■ tJ — - !��:l1]13 1IIIIIIIIE0- III �II� •:�1■d■fi ■ �� F_"= II IN IIIIIIIEW IN ia� " ■ III IN � I® IN 445 440 435 430 425 420 12+0015 420 415 410 SIR 395 390 385 11+5080 a'TIN � . SMM Li o,. 45183 -71 Z6 lw4WAj�4W wws� i i M_ MOM I SIGHT DISTANCE PROFILE HCRIZ: 1 "=50' VERT: 1 "=10' _ I \ M l y / v ok do °° II\�tERS \ EFT 3X2 N Y � � SSA EPidC�RIGHT ,�,� / FOR 30 NhR °H — _ — — — �\" ATE�SECT— � — n� _� ----- E — — RIGHT — - - — F� _ \ / NO J�G� GNP oOS`'\�N�R OP \ � 7g PRfSfRP n EASE 0 0� Gf� LNEy �E' A I/ / \ (\ \\ \\ \ \\ \� -__ -------\ -' -' i / 50 0 50 100 150 W \ y--_-___________ -- \ , \ Scale: 1 "=50' \ 1✓//- ---_ \\\\ � \\ \1\\\\ \1 \\ o\ 3-c 26.s Ld Lo GRAVEL DRI SIGHT DISTANCE PLAN SCALE: 1" = 50' CD a ' TTN . ski mp Li o,.45183 3 -71Z6 ro 0 0 0 U V w00 ,Z 0 Z w oW �0 11.0' a LANE oQ� 11.0' 11.0' `'� LANE LANE wo NGJ Lh C/L 11.0' TU R 11.0' LANE LANE �O `O JQ w0 w d W 0 2 I 11.0' 11.0' cn x w (n o0 z o LANE w GJ w w N I w LANE LANE w 4% -- � z o Z cn C L a E GR-2 w w c~i> F x x REGRADED SLOPE VARIES w 4% -- 4%' -- w 5% -- w 36.0' z NEW CG-7 PAVEMENT w -- 4% - - 4% N E . GR-2 11' PAVED SHOULDER MILL AND OVERLAY LANE AFTER INSTALLING NEW PAVEMENT 2" SM-9.5A DEPTH ^TOTEXISTNG.CH NEW PCOREENT ASPHALT TO DETERMINE SECTIONS E . GR-2 36.0' NEW CG-7 �i rn 2 N w N PAVEMENT 3" BM-25 & DITCH AND COORDINATE WITH DESIGN PAVEMENT ENGINEER AND VDOT INSPECTORS. 8" VDOT 21 A MILL AND OVERLAY LANE ►� QC Z w w �o 1 EX. R 0 ROAD SECTION 2 NEW R 0 ROAD SECT ON(STA.10+00-15+50 3 NEW R 0 ROAD SECTION(STA.15+50-16+Q�—Q w� C 14 HORIZ: 1 "=50' VERT: 1 "=10' C 14 HORIZ: 1 "=50' VERT: 1 "=10' C 14 HORIZ: 1 "=50' VERT: 1 "=10' N 0 o _ / I \SCN ON PNs\�06�/°" 01, I \\ \ ''�� /,--erg \ 6 5 v� Gv — ��NOW _ / �J �/ �/ �� / V ' 0 i I 1 J TIN . Ski MP Li &.45183 + ' / o \z — 4 0 / / / ' 7 i 1 — o ° (C ° / c --- 0 zl- __ �,� / \ O "TrO /j C 90 \ GN/VAL' o \ \ \ \ - j- °HU WP-MILL OVERLAY _ eo / -00AND \ \ \ \ \ \ \\ Hum OHU° u �� H \ `98 41 --_ - - - -_ _----// \' -- o/ -- o GN F G� _- ,' -2 -M LL is o0 1 - _ ----A6 -- _-_ -- ---- -- GG� "- AND OVERLAY _ — — \ - co CT -- wow - /',�----_,+o� WID MILL ----__-- AND OVERLAY 4 R 0 ROAD EAST IMPROVEMENTS PLAN C 14 SCALE: 1 " = 50' w U ` 6 L °" 00 A7 0 ; 0 _ > ON NV o �� D2 O O O o - QN NE SP SpA JQ' pN�� C2 IPA NG - oHu / °H / 1 p0 WP-2 MILL AND OVERLAY 11)6�00� / o OHu— Tgp�Rpq °HU_ oHu OHUGNGO�N�, oyU U \ oy °v o 0 � P �N N P � LL w 0 W \ A6 �l -- -- -- -- - -NGG�� -2 MILL AND OVERLAY �S� P Ov NG LL J G�NN� V u,N T R 1 + �APER_225 I q \ oyU y E� 7 C N, �d I I � J n \ i 17t' WP-L MILL 13+ 0 AND OVERLAY \N M Q O W \ °yU N� 0 J ONO v II w Date 5 R 0 ROAD EAST IMPROVEMENTS PLAN 03 27 2020 Scale C 14 SCALE: 1 " = 50' 50 0 50 100 150 Scale: 1 "=50' Sheet No. C14 OF15 File No. 16.009 Work Beyond the Shoulder Operation (Figure ITC-1.1) MOT PLAN FOR ECO VILLAGE Project Narrative Phase 1 shall include all work that can be completed on the Eco Village site without encroaching on the shoulder. Phase 2 shall include all work on the Eco Village site that requires shutting down the shoulder. Phase 3 shall include all work on the Eco Village site that requires shutting down a lane of traffic for pavement Mill & Overlay. MOT PLAN FOR ECO VILLAGE Implementation Procedures Site Notes: 1. Signs W20-1, W9-3R, W9-2L, W4-2R, and G20-2(V) shall be mounted on posts. 2. All striping shall be painted within 24 hours of laying new pavement. 3. During Phase 2, the contractor shall maintain 11' travel lanes in both directions. 4. If edge lines are removed, a temporary edge line shall be installed. TMP General Notes 1. It is not the intent of this plan to enumerate every detail which must be considered in the construction of each stage but only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed by the Engineer. The Contractor shall submit traffic control plans not expressly outlined in the Virginia Work Area Protection Manual for approval at least 30 days prior to performing the work. No deviations from the plans will be allowed without prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unless the contractor submits an alternate sequence and secures the approval of the engineer for a sequence which will both expedite construction and lessen the effect of such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the 2009 MUTCD, the Virginia supplement to the MUTCD, the 2011 Virginia Work Area Protection Manual (latest revision), 2007 Road and Bridge Specifications, 2008 Virginia Road and Bridge Standards, and as directed by the Engineer. 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. 8. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary drainage structures is to be included in the price bid for other items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide, with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide, including gutterpan. 11. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 12. Only uniformed law enforcement officers are allowed to directed traffic through an operating signal (see section 46.2-834 of Highway Laws of Virginia). Floggers do not have the authority and shall not direct traffic through a signalized intersection. 13. When proceeding from one phase of construction to another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re -striped accordingly. 14. The contractor shall be responsible for maintaining any existing signs, unless otherwise advised by VDOT Engineer to remove or relocate. 15. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 16. The contractor shall submit a Traffic Control Plan to the engineer for approval prior to the beginning of each phase. The Traffic Control Plan shall show all necessary traffic control devices, including signs, pavement markings and channeling devices. Public Communications Plans and Transportation Operations Plan Notes Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P.M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d. Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lane closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily during lane closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notify the Regional Traffic Operations Center to place lane closure information on the 511 system and VOIS will be: a. Contractor to advise VDOT project inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr. to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location), 911 Center - 911, Haz-mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident, contractor may have to cease work. c. Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d. Inspector to notify Construction Manager/Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor's Work Zone to verify the proper set up. Process of notification of incident to be followed is: Contractor to call: Project Maintenance of Traffic Coordinator (Inspector) Project Manager (Construction Manager) Area Construction Engineer Residency Administrator TBD (VDOT) TBD (Site Contractor) Adam Moore (VDOT) TBD 434-422-9782 Regional Work Zone Safety Coordinator Forester Wright 540-569-6985 Regional Traffic Engineer Jamison Strasser (VDOT) 540-829-7411 The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modifications and implementation of any improved traffic control plan. 17. All permanent pavement is to be constructed through the base course only in the initial stages. The final surface course is to be applied prior to switching traffic onto the new location or as approved by the Engineer. 18. The contractor shall review with the project engineer the final plan to maintain traffic for all phases of work. Any significant changes in Phase of Construction will require approval of the Virginia Department of Transportation (VDOT) Traffic Engineer. Minor adjustments of the maintenance of traffic plan shall be approved by the Project Engineer. 19. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual (latest revision). 20. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 21. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 22. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 23. Flagging operation shall not hold traffic longer than 5 minutes without approval of the Engineer. 24. The Contractor shall provide notice to the Police, Fire, and Rescue, and the School Superintendent 48 hours in advance concerning all detours and road closures of any nature. 25. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 26. No traffic pattern switches will be allowed on Friday, Saturday, or Sunday and/or the day before a holiday or as directed by the project engineer. 27. A suitable foundation shall be provided for channelizing devices and all associated cost shall be included in the price of Group II channelizing devices. 28. The contractor shall maintain a minimum of one 11 ft. wide lane in each direction at all times, except during temporary lane closure or as directed by the Engineer. 29. All pavement markings and traffic flow arrows are schematic only. The actual location and application of pavement markings shall be made in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Virginia supplement to the MUTCD, the Road and Bridge Standards or as directed by the Engineer. Typical Traffic Control Work Beyond theShoulder Opera on (Figure TTC-1.1) NOTES - itudance: 1. The nunimwn distance betlreen the sign and work vehicle should be 130 '-1500' an Limited Access highirin!s, and an all other roadlri tis 500`400' irhere the posted speed limit is ,grealer Phan J5 mph, and 350'-500' lfhere fhe pasted speed limifed is 45 mph or less. Q ion: 2- The ROAD WORK AHEAD (W'20-1) sign may be replaced with other appropriate signs such as the SHOi1LDER WOKK (W21-51 sign. The SHOULDER WORK sign may be used for work adjaLent to 3. The ROAD Vr`ORk AHEAD sign may be omitted where the Nv rk space is behind a barrier, more than 4 feet behind vertical curb f Standard CG-2 and CCi-6) on urban roadvtiav�, or outside of'the clear zone for all other roadways. For clear zone values sec Pagc A-4 of Appendix A. 4- eurninateg it a Venlcle wltn activated l '!Ii-m,cn try .amber mtatiniz, rtaSntng, cir- nsClHating 11_n2 t Used - Standard: 5. N`ehicle haizard warning signals :shall not be used instead of the vehicle's high -intensity amber rntating, flashing, or oscillating lights. Vehicle hazard warming signals can he used to supplement high-intensiti- amber rotating flashing, or oscillating lights. 6. if the work spare is in the median of a divided highway, am ad-vonce warning sign shall also be placed on the left side of the directional roadway. Typical Traffic Control shoulder 6osure %*k Barrier Operation (Figure TTC-6.1) NOTES Gtddance: 1. Sign spacing _should be 1300'-1500' for Limited Access highways- For all other noci iwar's. the sign spacing .should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Standard: 2. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 3. Group 2 channelizing desire spacing shall be at the following; LowUon Posted Speed Limit (mph) 0-35 36+ Transition Spaung 2U' 40'Travelww Spodnq a0' a. The minimum length for a shoulder taper shall be 360" on Limited Access highways, and V L for All other roadways (see Mote 7 ofTTC-5 for values of L►. 5. Bat rier transition slope ratio shall he as follolys: Speed Limit (mpht Slope Ratio Speed Limit (mph) Slope Ratio Speed Limit (mph) SIppe Ratio 70 22.1 55 17A 40 13:1 65 201 50 16-1 35 1111 60 191 45 14.1 530 10.1 Wben the barrier transition slope is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line slope. 6. End treatment of a barrier in order or preference: a. 11 here guardrail exists, attach to harrier with appropriate fixed object attachment. h. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on page A- 4 in Appendix A for clear zone values). d. 11 hen barrier end is inside the established clear zone, attenuator service Type I or Type 11 shall he used. Contact L&D Stand ard."pecial Design Section for approved attenuator.;. 7. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete harrier and spaced 80' on centers along the parallel or tangent sections and 40' on centers along the transition or taper sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light at the beginning of the harrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B hashing light Barrier delineators shall be installed along the traffic side of the concrete barriers in-between and at the same spacing as the harrier panels approximately 24 inches up from the roadway surface. Option: 9. The barrier showtl in this typical application is an cxamp)c of one method that may be used to close a shoulder of a I mig-term project- s. The RIGHT SHOULDER CLOSED iW21-5aR1 scan may be eliminated from all roadways csccnt Limited Access hiehways. Guidance: 10. lfdrivers cannotsee a pull-offarea kyond the closed shoulder, information regarding the length of the shoulder closure shall be provided in feet or miles, as appropriate- 11. An emergency pull -off area should be provided per Section 6G.18 and Temporary Traffic Control Figure 7TC-8. 1: Resistoa 11- U1120t5 Typical Traffic Control Outside Lurie Closure Operalson on a Four -Lurie Roadivgv (Figure TIC-16.1) NOTES Standard: 1. On divided hi&ways having a median wider than S', right and left sign assemblies shall be -quired. Guiftwe: 2. Sign spacing should be 1300'-13000" Umded Access hlgkways_ For all other rodl�kags, the sign spyIrtg.�hmtld be 5f10'-800' wJtarafie pasted spwd limit is greater tlxm 45 mph; a? d3x0 -]00' where the pasted peed AmR is 45 mph or less. 3. Can should be arerused whim eztablishhT tlw limits of the vtrork zone to lustre tnmrim on possible sight zEtmxe in adt-mtce of°t& tr4mitJoA bins d on the pasted spaad fimil endert feint aqucl to or grewer than the values in Tabk- 6H--3. For Limited Access highwrrys a minim2art of 1000' is desired 4- AlPt Mick- equTmerrx n orkers, card their a-ticities shotdd be r&strict'ied to ow virile of the pmemeni- Standard: S. Taper T. ngth (L) and C'hantl izmg Device Spacing shall be: Taper Length (Lj Speed Limit (mph) Lane Width (Feet) 9 10 11 12 25 95 105 115 125 150 165 180 205 225 245 30 135 3S 85 44 240 270 295 32D 45 405 450 495 540 50 450 5D0 550 600 55 495 550 605 660 60 65 546 585 6D9 650 660 720 775 7110 70 &30 700 770 640 Minirn.wn taper lengths for Limited Recess highways shah be 1000 feet. Shouider Taper = M. L Minimum Channellizing Device Spacing LocationSpeed Limit (mph) 0 - 35 36 + Transition Spacing 21Y 40' Travelway Spacing 40' 80' Conslnlrlion Actress* 80' 120' * Spacing may be increased to this distance, bull shall not exceed one access per l mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging, taper to direct vehicular traffic to remain within the traveled way. 6. An arron- board shall be used when a lane is closed. IN -hen more than one lane is closed, a separate arroii board shall be used for each closed lane (see Figure TTC-18). 7. The buffer space length shall be shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 8. A shadow vehicle with either a Tape B or C. arrow board operating in the caution mode, or at least one high intensity amber rotating, flashing, or; oscillating light shall be parked 80'-120' in advance of the first work crew,11-hen the posted speed limit is 44 mph or greater, a truck - mounted attenuator shall be used, 9. Velticle 'hazard warning signals shall not be used instead of the vel tic's high -intensity amber rotating, flashing, or' ascillating lights but can be used to supplement the amber rotating, flashing, or oscillating lights. 10. 11-hen a side road intersects the hightrai- sv-ithk the IIC zone,. additional TTC devices shall be placed as needed 1: Resisio-n 1 - 1 1 �G15 EDGE OF PAVEMENT SEE NOTE 1 SEE (VOTE 3 80' - 120' WORK VEHICLE ROAD W20-1 w4Rc SEE NOTES AHEAD 2 AND 3 Shoulder Closure with Barrier Operation (Figure ITC-6.1) G20-2 (V) 5a0'+ In TRAFFIC BARRIER 1RRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 TYPE B WARNING LIGHT / BARRIER PANEL �rr/{ SEE NOTE 7 T RARRIER DELINEATOR SEE NOTE 7 • SEE NOTE 5 1120' * FOR GROUP 2 DEVICE SPACING • SEE NOTE 3 • TYPC 0 a 0-10" LIGHT 'WARNING`'' GUARDRAIL W O SFF NOTF R Lit t+% 4 SEE NOTE 1 W21-5aR W 16-VP1 t t ROAD IMDRt( �i OPTIONAL tSEE NOTE 10) - SEE NOTE 1 W21-5bR SEE NOTE 1 W20-1 Outside Lane Closure Operation on a Four -Lane RoadiA a} (Figure ITC-16.1) SHADOW VEHICLE REQUIRED - (TMA REQUIREMENT SEE NOTE 8) - SEE NOTE 7 SEE NOTE 5 SEE NOTES - 2 & 3 SEE - NOTE 2 KEEP R4-V7L LEFT <i> SEE NOTE a ai SEE 2 tNOTE G20-2 (V) - 80' -120' ILLUMINATED FLASHING • (AMBER CAUTION MODE) TYPE B OR C 0 O / 0 ILLUMINATED FLASHING AMBER ARROW � H TYPE C SEE NOTES 3 & 6 • • • SHOULDER TAPER r SEE NOTE 5 w4-2R W9-2L EtA t nROAt7 Wk- [r©RK V'1' Li-1 EAD a 'TIN . 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