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SDP201800085 Plan - Revision 2019-03-29
D ................................................................................................................. OWNER: SOUTH PANTOPS ll LAND TRUST PO BOX 8147 lu.2 fl III Vfl�S AS A So CHARLOTTESVILLE, VA 22906 DE VEL OPER: MANAGEMENT SERVICES CORPORATION 102 S. FIRST STEET, SUITE 301 CHARLOTTESVILLE, VA 22902 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 172 SOUTH PANTOPS DRIVE, SUITE A CHARLOTTESVILLE, VA. 22911 (434)- 979- 8121 TAX MAP PARCEL No: 78-20, DB 2913 PG 156 PARCEL AREA: 13.31 AC MAGISTERIAL DISTRICT: RIVANNA MAGISTERIAL DISTRICT ZONING: R 15 STEEP SLOPES (MANAGED & PRESERVED) OVERLAY DISTRICT FLOOD HAZARD OVERLAY DISTRICT USE: 144 APARTMENTS (44 ONE -BEDROOM UNITS, 100 TWO -BEDROOM UNITS) MAXIMUM DENSITY. 15 DU/AC GROSS RESIDENTIAL DENSITY- 10.82 UNITS/AC. BUILDING HEIGHT.- 65 FEET SETBACKS: FRONT- 5' (MINIMUM) 25' (MAXIMUM) SIDE, ZERO; REAR: 5' ='A \ Ilm UHHHHull 0 =0 s 1. 1 1 -7 FINAL SIT D V LOPM NT P m=AN IIIIIII .IIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIPARC I ill III II IIIII (IIIIIIIII II I IIIIIIII III I I21� I I IIIIIIII III IIIIIIIIII 1 I IIIIIIIII►I I►� II IjI I Il1ll�jllllll'll P q IDIIIIIIIIII II I►III Illllh'l I Ilpl ulllIIIII IIIIIIIIIIIIIII (III IYI it l!IIIIIIIIIIIII,;� I .�I I!I► II OII14111111IIII I,I IIIIIIIillilllllllllllll•III IIII I I jl Imuuuum III IIIII IIIIIIIIII IIIIIIIIII IIIIIIIIIillllll(►III, II. Illlllllllullllll IIIIIIIIIIIIIIIIIIIIIIIIII L IIIIII IIIIIIIIOpllll RIVANNA DISTRICT, ALBEMARLE COUNTY, VA IIIIIIIIIIIIIIQI IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIII IIIIIIIIIIIII II IIIIIIIIIIIIII IIIIIIIIIIIIII QIIIIIIIII IIIIIIIIIIII I IIIIIIIIIIIIIIIIIII I IIIIII (III Ipllnnllu I I I ,IIpU a (► Ip I IIIIIIIII ,III I II I II I I q (III Ipl 41I�IIIIII I IIIIIIIIII I I I►I i (IIIIIIIIII I luuuull III I II llllllua I I �. I I '.,, I I llllllnmlllitl ,II Ilnlnlnlulll IIIIII IIIII III Ilnmuulu, IIIIIIIIIptllll • III) •III luumann • • (III •III 'lll.l I IIIIIIIIIIIIItl111111 IIIIIIIIIIIIIIIIIIII IIIII►IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII Illlllllllllllllll) IIIIIIIIIIIIIIIIIII IIIII IIIIIIIIIIII Illllllllllplllll IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII FROM INITIAL SITE PLAN: SDP-2018-00008 STEPBACKS: BY SPECIAL EXCEPTION, APPROVED BY BOARD OF SUPERVISORS ON 0910512018 - FRONT STEPBACK FOR BUILDINGS # I AND 112 ADJACENT TO SOUTH PANTOPS DRIVE SHALL BE 12'4" FRONT STEPBACK FOR BUILDING #3 PARALLEL TO RIVANNA RIVER SHALL BE ZERO. PARKING REQUIRED: 2 SPACES PER 2BD APT - 100 APT = 200 SPACES 1.5 SPACES PER 1 BD APT - 44 APT = 66 SPACES 266 SPACES REQUIRED TOTAL (AS TYPICALLY REQUIRED BY COUNTY CODE) NEW MINIMUM PARKING REQUIREMENT, VIA APPROVAL OF "PARKING DETERMINATION" DATED 1211812018: 247 SPACES ADA REQUIREMENT. 2 GARAGE SPACES PER GARAGE = 6 GARAGE SPACES TOTAL 6 SURFACE PARKING SPACES PARKING PROVIDED: 6 ADA SURFACE SPACES (ALL VAN ACCESSIBLE) 6 ADA GARAGE SPACES (ALL VAN ACCESSIBLE) 253 TOTAL SPACES PROVIDED ON SITE ADT- LOW RISE APARTMENT UNITS, ITE USE GROUP 221, 6.59 VPD/UNIT TOTAL ADT• 144 UNITS = 949 VPD STORMWATER MANAGEMENT. AS DEFINED BY THE VSMP PLAN SUBMITTED UNDER SEPARATE COVER WATERSHED: RIVANNA RIVER TOPOGRAPHY.- TOPOGRAPHICAL INFORMATION BASED ON FIELD SURVEY BY DOMINION ENGINEERING & DESIGN, LLC JULY 2017, AND CONFIRMED IN THE FIELD BY THE DESIGN ENGINEER AUGUST 2018. DATUM NAV088. SOURCE OF BOUNDARY.- DOMINION ENGINEEERING & DESIGN, LLC, 0910712017 BENCHMARK: SDMH TOP ON SOUTH PANTOPS DRIVE = 476.72 DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 CRITICAL SLOPES: CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. THE LIMITS OF THE CRITICAL SLOPES WERE DETERMINED BY THE ANALYSIS OF THE EXISTING TOPOGRAPHY FROM THE FIELD SURVEY AND GIS CONTOUR DATA. A PORTION OF CRITICAL SLOPES HAS BEEN FIELD VERIFIED TO BE LESS THAN 25% AND EXHIBIT 'HAS BEEN SUBMITTED UNDER SEPARATE COVER: REFERENCE "THE VISTAS AT SOUTH PANTOPS CRITICAL SLOPE EXHIBIT" REVISED 05/11/2018, P.E. SEAL DATE 05/17/2018, APPROVED BY ENGINEERING DIVISION 05/17/2018, FILED WITH SDP-2018-0008. SEE PLAN FOR LOCATION. FLOODPLAIN: A PORTION OF THIS PROPERTY IS LOCATED IN THE FLOOD ZONE AE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. FLOOD INSURANCE RATE MAP NUMBER: 51003CO289D, DATED: 02/04/2005 NVGD 1988, LANDSCAPING: THE IMPERVIOUS AREA DOES NOT EXCEED 80% OF THE SITE AND IS NOT IN AN ENTRANCE CORRIDOR (ZO 32.7.9.2(b)). SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS. LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. 2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. PLAN NOTES 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENC E OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE APPLICANT/OWNER SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. PROPERTY OWNER IS REQUIRED TO POST SWM-ESC-MITIGATION PLAN BONDS. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. ,7.IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE UT/LITES & DRAINAGE SYSTEMS .VICINITY MAP SCALE: 1 =500 FEET RECREATION REGULATION REQUIREMENTS: MINIMUM REQUIRED AREA: 200 SQFT/UNIT = 28,800 SQFT (<5% GROSS SITE AREA) MINIMUM REQUIRED FACILITIES: THREE TOT LOTS & ONE HALF -BASKETBALL COURT (ZO 4.16.2.1) PROVIDED FACILITIES: FOUR `STiORY CLUBHOUSE WITH SWIMMING POOL, DECK AREA, CHANGING ROOMS, LOBBY LOUNGE, TWO MULTI -PURPOSE ROOMS, FITNESS FACILITY, AND ROOF -TOP DECK. NATURE TRAILS WITH ACCESS TO RIVANNA TRAIJ-, TOT LOT, ROOFTOP DECK. SUBSTITUTION OF REQUIRED RECREATION AREAS AND FACILITIES - APPROVED BY DIRECTOR OF PLANNING ON 0912012018 UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. R 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5.THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. SHEET INDEX., SHEET 1 OF 18: ,' SHEET 2 OF m EXISTING CONDITIONS OF18. I STIELAYOUTPLAN I 1: LAYOUT PLAN -GROUND LEVEL PARKING OF18, UTILITIESPLAN a I GRADINGPU.,kN I SHEET m LANDSCAPE 01LAN NOTE &DETAILS e f 1 PHOTOMETRIC SHEET 10 OF 18: PHOTOMETR(C PLAN DETAILS SHEET 11 OF 1 TYPICAL SECTIONS & TRAFFICANALYSIS SHEET 12 OF 1 p SIGHT DISTAI"4CEPROFILE,I TAPER IMPROVEMENT SHEET 13 OF °I8: STOWSEMill PROFILESCALCULATIONS SHEET 14 OF 18, i SANITARYIPROFILES SHEET 1 g DETAILS) SHEET 16 OF 1 DETAILS SHEET 17 1 : DETAILS SHEET 18 OF 1DETAILS LEGEND , _„I` LN1 1.11 .,P,vilEL,'lA _ ,r, I 1, , _32 - - I E,,I T.f`:�. T_ ',LI'J^ :'.'' TEI _ . LL.r I[ G _, 1.::; 3Q0. _._ .. ._.. F f . rF= ,f L " , J,',T l ` 1 _ w W- L;iF `) F ::) F xl`> iIN:C3 f- fI HYI; ,A1, �,. EX, E_, L'RI?F � ��C�I CC•I,:. _. I_IC ,.�,.,,�,-I �-,_ I`<:T EP I E �I..�T.f`,C) v, , i� . •r,`,I..i'F �_._... .. _ � I �T � ,� I` I f-._ 1 „J - TCR r.. ,. EX .I � L f L , L J L, I L, , �tr, ? -®-W w- L I,,0 I: L_) i (_;:;E; J_i I_I LF r __..._ ..._____ _ E F,'O 0E)ED ',Al'I_: � ;LF' P .1' -Rt.. R }l ._ 6 f .I _ iP r_ I,LC,.J L [ ,I P E.J I ;L RE i i,. �'i :J _ Cl �,� `, T.. I �, ivi ` ` `'F. ', *:air.....,. .... 'fir .i PROPOSED JE C- P CE , v`ER - . - � D N1DTES I OCF, 10H OF STD. VDCIT 0,, 2 "JID/OR JUIIR DICTION-,l. f ^,hl '.I .:, F f! i_ ` „'.. I r'.I : i % _. _ _._ ,._ T 3' CI, . C .. v1? U T FAFF< 0 1 f I IIsTJ PR4: G<.!_;C_.? J R SE tr,^f' / ► -/ _� _ f L ..L`,13 ( ., Tv I.,,,, P`;,lKIi C; ,F,',:E_ PRCI PERTY I II F E F f 1::' li IA [ 4 l I ;IF C E RI.`I., . ,.,I_I R'ADI RI, ,): C ,I ^'C) F( F`✓, I..`f;l FP PO ED �' C I\;',MF I�rJ +12.0 I OF i ,L�) :r € "HID DRIP LN DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXER CISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCURS A A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE, 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. EROSION CONTROL ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. REFERENCE 9VAC25-840-40. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. E:,".I `.)..I.. h. C: E, I: =A`dl',,R.'Y ',,;''A"Nf. OLL IDEN I..IFIE� Ti: RPii DR.A f `_ T!_ .j :::I UF'.F ^;F..I` T E F:F ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES, ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLAINS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION I CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN REVIEWING AUTHOIRITY. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVEN ' EROSION A A i N AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING AUTHORITY. ES-7: ALL DISTURBED ARES ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. A A T ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 6 APPROVALS DATE PLANNING / ZONNING ENGINEERING COUNTY INFORMATION SERVICES COUNTY BUILDING OFFICIAL FIRE OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION ALBEMARLE COUNTY SERVICE AUTHORITY s I THOMAS JEFFERSON FOUNDATION J Ua 0 rn O U N CO L Nd Q� ZO ,0 O w O Z Q ri� W J� 2 w J �y w p� �jQ r v O N Q Q? Q W z(a Urn 4 0 r F� W C7 0 �./ LIL. z c ac o� coo) W W LO U� �i Z Q W 0� W d m w Z O W o z 0 j- i E i I z o o I 5 Ln wl �I o �I 0 U `., W rnI N I Q o / ' %' V 9 2Ogg Ji my L. Taggart ilc. No. p 22841 �`.� "� "'SIONAL W 0- Q O z rY Z > Q w a-N� z-17 ~ LU C.)JIL < m LLH w LW 0 � 0 U) 00 z Q zU) Q Q 7�� U � � LL <I- VJ � > a W Z >_ cc F DATE: 11-26-2018 SCALE: NA JOB: SDP-2018-00085 FILE: 17.0110/18.0505 SHEET: OF 18 z 0 F- o LL, Cc u z 0. u Lu ............ CY) b z ���LT H of 03/29/2019 Jimmy L. Taggart Lic. No. ,6 22841 'S'IONAL U) 0- < 0 ?= 0 Z > moo_ W Z ��Wm� I :WE 0- Q LLwo o L U) cc) Z E-1 Z) 0 < < < C) z < z U) E- > z w z >< r rr F- SCALE: 1":50' JOB: SDP-2018-00085 FILE: 17.0110/18.0505 SHEET: 2 OF 18 0 C\1 cv< C', ` - Z Q� 20 ;z 0 �c cc o to 0 C 0) > LL O � Ld Z Q CC uj JJ k > < Zt CC � LU ®CO r (j-'K 00 —i C\l 4T CC C\l L? < z 0M: (0 C) cc 0) 1 C"4 (a 0'q Lu co < 0 LZ cr- 10 0 LL cc cc Co kw -Wj 0 z j U W 0 - 't Z (Y) w z Z 0 c) LU 0 uj OZ 5 o1 u 0. u . . ......... ........... LU O LLOZ of Yl 03/29(/201 9 Jimmy L. Taggart Lic. No, IL 4 22841 Cs �-SSIONAL C/) M < 0 z 0 fr z > w 0 ir Z1 -17 C\j < w F- w (.) CC M -j < W 0 9 U- 0 E- U) (/) CC) F.. Z �Z) C) < < < ::) 0 0 >--q 1 z LL (j) < U) Cl) > z w z <> 1: Cc F- DATE: 1 11-26-2018 SCALE: 1 ":30' JOB: SDP-2018-00085 FILE: 17.0110/18.0505 OF 18 0 u U.j ol ul 0 Ui Lu C, d 41 AST H op 03/29)2019 Jimmy L. Taggart Lic. No. IL�f 22841 �,Y'SIONAL U) n 0 z T- Z > < 0 - W I cf: C-� z K-A Z =Wma C\j < P-�q L w ) rr < w 0 - 0 !Z U) (/) co Z _j~ a- 0 < < < D z U) C) LL � CD U) 0 > <z z W § C) SCALE: 1 ":30' JOB: SDP 2018-00085 FILE: 117.0110/18,0505 SHEET: 4 OF 18 i a � p y �mcol) CN 2 Q= ZO g �" 0, CC CWW �Z "QoN Q Q? aLNO W cn z o � O �� N co t �? c� j °� �� y k W W Lo U� �w Q z 0 0) W 4 co (vR W 2 z O W o z 0 a zLU w o� MCI V) z w 0 U z 0 U m H rn � M 0 so �T,TH OF / 03/29/2019 Jimmy L. Taggart U No. 22841 "SSIONAL E��1 V ) 0— Q © z z > Q �N w z =Wm Q a. cr a z w0 tz n LL o a U)� Cn oo Z Q 0 z� U LL U) > Q z w 17 DATE: 1 11-26-2018 SCALE: 1 ":30' JOB: SDP-2018-00085 FILE: 17.0110/18.0505 SHEET: OF 18 -U US Y;� I? . .... . 0 u LW 12 Z W 0 u z M 0 u CY) ... ........... ........ .... ck rn CD 0 z ���},TH OF 0, 03/29� 2019 Jimmy L. Taggart Lic. No. ��SSIONAL 22841 U) 0- < 0 z Z > < CL 0 w -i Z C\l - i <fr 5w 0- D w M(.) M -i < LL z WO F- < a_ 0 U) U) CID z ::) _j < 0- 0 Z U) rr cn U) n > Z w z DATE: 1 11 -26-2018 SCALE: 1 ":20' JOB: SDP-2018-00085 FILE: 17.0110/18.0505 OF 18 J 0 cmVJ 0 D 0) M cc N < W 04 d < Z) Z z 0 zt Z5 0 C) CL LL 'K LLf Z Ct W -j i CC W w 0 cow 1 Q 'K 00 -j CM Z < -4 Cc LqCM 'K — cl) zt (D m (D 00) 1 C\l CO W < CID Z 0 LL CC C) 0 0 U- Qc W -1 k W � W 'K co (.)0 �- 0 C6 Cj r z r", L t 0 r- 13 T 'It c) CY) 'It W Z Z 0 Z 0 Q. C'n z LLJ 0. U z 0. U ... . . . ... ..... LLI C). ............. Z �,,TH of R 03 9Z2019 JiMMYIL'laggart Lic. No. 22841 4i 'S'slo AL U) CL < 0 z Z > < w 0 Z C\l �= W m w < LL w 0 CL 0 c� U) 00 4 U) Z < < 0- 0 < 75; c/) 6 z U- < EE (n U) z > z W r F- DATE: 11-26-2018 SCALE: 1 ":30' JOB: SDP-2018-00085 FILE: 17.0110/18.0505 \,SHEET: OF 18 r REINFORCED RUBBER - HOSE, ARBOR TAPE, OR NYLON WEBBING "X2" HARDWOOD STAKES "I /Z JNE DEAD OR DAMAGED \NCHES. DO NOT PRUNE 1TRAL LEADER. NFORCED RUBBER HOSE, 3OR TAPE, OR NYLON WEBBING 2 HARDWOOD STAKE ACE TOP OF ROOT BALL SLIGHTLY OVE GRADE. REDDED HARDWOOD ILCH (MIN. 4" DEPTH) NOT MULCH AGAINST JNK OF TREE) RTH BERM AROUND BED MOVE STRINGS, WIRE, BURLAP OM TOP 1 /3 OF BALL N UNDISTURBED SOIL FENCING AND ARMORING i f I I \ DRIP LINE SNOW FENCE ' BOARD FENCE a§ia CORD FENCE �- n " PLASTIC FENCE CORRECT METHODS OF TREE FENCING r., I v Poo WOW 0 CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSCW date ,).oa-L GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. ALL PLANT MATERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF THE CONTRACTOR. 3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE LANDSCAPE ARCHITECT AND THE OWNER. 5. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 6. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001.. 8. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 9. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 10. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION.. 11. 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 MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. County Qf A flseolu ela i a[ s r u[t rx i'lau (3a4ckEiatT0 he art dct'd ads. 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NOG , ff IS JED, V1q,{}Hit' a Iii?.r'110 S1Cd11,t'iy V) S;`4,ptt Pit WIT Il`.%flt+ C(YNI E itAC%OXON'$A1a ,i €.£ " SERV IrION Hill)[ IIIIVIPYIENTI;� PLANT SCHEDULE 1# Latin Name Common Name Cultivar Category Evergreen Deciduous Form Mature Si2Min. Planit Si Spacing Canopy Total Ca Zone I TREES 8 Amelanchier canadensis Serviceberry White Pillar Ornamental X- Sun 25' H x 15' 6-'- 7' B&B' ASOP 130 1,040 4 to 9 2 Betula nigra Clump River Birch Heritage Large Shade X- Sun Multi -stem 40' H x 30' 10'- 12' 13�KB ASOP 397 794 4 to 9 12 Ulmus parvifolia Lacebark Elm Allee Large Shade X- Sun Vase 50' H x 35' 1 5" - 1.75 CI ASOP 366 4,392 5 to 9 2 Ulmus parvifolia Lacebark Elm Allee Large Street X- Sun Vase 50' H x 35' 3.5" Cal. -I 50' O.C. 4831 966 5 to 9 SHRUBS 2 Aucuba japonica Japanese Aucuba Rozannie Broadleaf X- Shade 4' H x 4' W 18" - 30" H ASOP 20 40 6 to 10 2 Daphne odors Fragrant Daphne Aureo-marginata Broadleaf X- Shade Variegated 4' H x 4' W 18" - 30" ASOP 10 20 7 to 9 11 Ilex glabra Inkberry Shamrock Broadleaf X- Sun Compact 3' H x 5' W 18" - 30" ASOP 23 253 5 to 9 6 Myrica cerifera Southern Wax Myrtle Pumila Broadleaf X- Sun Dwarf 2' H x 3' W 18" - 30" Fjl ASOP 44 264 7 to 9 11 Prunus laurocerasus English Laurel Mount Vernon Broadleaf X- Any Dwarf 2' H x SW 18" - 30" ASOP 10 110 16 to 9 2 Viburnum utile x burkw. Conoy Viburnum Conoy Broadleaf Semi - Sun 6' H x 8' W 18' 301" FBI ASOP 18 36 16 to 8 SCREENING I 14 Osmanthus x fortunei I Fortune's Osmanthus I Fortune jBroadleaf X-Any 20' H x 20' 18" x 30" 9,i 1160.C. 1 991 1,386 17 to 10 STREET TREE CALCULATIONS SOUTH PANTOPS DRIVE - LACEBARK ELM 90 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 50 LINEAR FEET = 7.8 STREET TREES REQUIRED 2 STREET TREES PROVIDED LANDSCAPING REQUIREMENTS FOR PARKING LOT PER Z.O. 332.7.9.6: MINIMUM LANDSCAPING STANDARDS: 5% OF PAVED PARKING AND VEHICULAR CIRCULATION AREA SHALL BE LANDSCAPED. AREA BETWEEN BUILDING AND PARKING NOT BE COUNTED. TOTAL PROPOSED PARKING AREA 46,350.40 SF (1.06 ACRES) REQUIRED PARKING PLANTING AREA: 5% OF 46,350.40 = 2,317.52 SF (0.05 ACRES) PLANTING AREA PROVIDED: 5,073.05 (0.12 ACRES) PARKING LOT TREE REQUIREMENTS REQUIREMENT: 1 TREE PER 10 SPACES SURFACE SPACES PROVIDED:127 SPACES TREES REQUIRED: 12.7 TREES PROVIDED: 14 TREE CANOPY CALCULATIONS PER Z.O. 32.7.9.8.(a).3: REQUIRED MINIMUM TREE CANOPY = 15% GROSS SITE AREA: 13.31 ACRES 15 % OF SITE AREA: 2 ACRES (86,967.54 sf) EXISTING FOREST SPACE TO REMAIN ON PRESERVED SLOPES: 9.52 ACRES CANOPY BONUS: 9.52 ACRES * 1.25 = 11.9 ACRES PROPOSED TREE CANOPY: 9,301 SF (0.21 ACRES) TOTAL TREE CANOPY! PROVIDED: 12.11 ACRES Total Canopy 9,301 LANDSCAPING NOTE: ALL EXISTING LANDSCAPING ON THE PRESERVED SLOPE IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS TREES, OF a y U N m CV d Z QD ZO U � c�J J O O a' o, > U_ Q� z J> 2 ov a g OZ WW � w �3 Q o N �jZ Cc N W pac Urn 0 , CV CO � Q CO WO a0 d O� cc cc � LL h+� a W w Lc' 1K U N y� z o U ��II co w z � O W vTx of51 vl�� o� ,- 03/29/2019 Jimmy L. Taggart Lic. No. 22841 4F e �*'31ONAL t� � U) n a 0 z z > E- a NQ J Q z W �- �- U nr- m Q H 0 W O 0- p Z U)�00z Q O Q Q z U_Q C/) �� U - Q Z z z w > F_ DATE: 1 11-26-2018 SCALE: NA JOB: SDP-2018-00085 FILE: 17.0110/18.0505 SHEET: OF 18 qo �o oo q, Q, q, Qo '7o ............ 'l , .. .. .. ,.•. 3. .n. O., , �11"" � :c o' 0 c\J U) C\l < C\l d Z zo F3 U CC 0 LL C) wZ En rz Lu --ji i Q 5;;z qZ Zt U) QZ -. ww0 co r C�3 Q 'K 00 I c\l L? < C C- C\l 0 LL. 0 LL 0. LLI LLJ LO qK C\l 0 Z 0 u 0) L I cf) o) 'It w z 0 z 5 zo o z 0 u .... .. . .. ....... . 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No. 4 IL 22841 �sv �SSIONAL EGGS rI I 0— Q O z Z > Q w Z�- NQ M w c LJ<.1 W O 0- 0 a V/ W z F� J < t— 0- Q O E- z LL u) Q o E— — '�^ ♦ � z W Z > _ T Ir F— J DATE: 1 11-26-2018 SCALE: NA JOB: SDP-2018-00085 FILE: 17.0110/18.0505 SHEET: 10 OF18 r 5' or 6' Concrete Sidewalk 4" - 3000 PSI `r vuli I LI n OVER COMPACTED SUBGRADE 5' or 6' SIDEWALK DETAIL NOT TO SCALE — WIDTH VARIES — 4,000 PSI Concrete d d' 10 a -� COMPACTED SUBGRADE #4 @ 12" 6" VDOT 21A 95% COMPACTED EACH WAY DUMPSTER PAD DETAIL NOT TO SCALE TURN LADE WARRANT ARALY�IS Traffic Calculations Proposed Use: Three Residential Apartment buildings, 44 one -bedroom and 100 two -bedroom buildings = 144 total units. On South Pantops Drive - Urban collector, Design speed: 35 mph Trip Generations ITE CODE: Low Rise Apartment (221) ■ Weekday = 6.59 veh/DU/day ■ AM Peak hour = 0.46 ■ PM Peak hour = 0.58 ■ AM in = 21% ■ AM out = 79% ■ PM in = 63% ■ PM out = 37% • Total Generated Trips: ■ Daily = 6.59 x 144 units = 949 VPD ■ AM Peak hour = 0.46 x 144 = 66 VPD ■ PM Peak hour = 058 x 144 = 84 VPD ■ AM in = 21'lo x AM Peak hour = 21% x 66 VPD = 14 VPD ■ AM out = 79% x AM Peak hour = 79% x 66 VPD = 52 VPD ■ PM in = 63% x PM Peak hour = 63% x 84 VPD = 53 VPD ■ PM out = 37% PM Peak hour = 37% x 84 VPD = 31 VPD Estimated Traffic Splits leaving The Vistas ■ Eastbound: 62% Right towards State Farm (Estimated mimicking traffic on Richmond Road) ■ Total VPD = 62% x 949 VPD = 588 VPD ■ PM Peak Trips = 62% x 84 = 52 VPD ■ PM In = 62% x 53 VPD = 33 VPD ■ PM Out = 62% x 31= 19 VPD ■ Westbound: 38% Left towards Riverbend Road (Estimated mimicking traffic on Richmond Road) ■ Total VPD = 38% x 949 VPD = 361 VPD ■ PMI Peak Trips = 38% x 84 = 32 VPD ■ PM In = 38% x 53 VPD = 20 VPD ■ PM Out = 38% x 31 = 12 VPD ■ Truck Volume: 1% (Estimated - residential community) Existing Traffic on South Pantops Road ■ AADT = 7270 VPD (2018 VDOT study - 6849, plus 1% population growth until 2024) ■ 2&4 Tire vehicles = 99% = 7197.3 VPD ■ Directional Factor (D) = 0.62 = 4507 VPD in Eastbound direction (mimic Richmond Road) ■ Eastbound is "Opposing" direction for left turn analysis study ■ Peak Hour Factor (K) = 0.0922 = 670 VPH (mimic Richmond Road) Left Turn Analysis ■ Westbound is Advancing direction ■ Design speed = 35 mph ■ AADT — - 7270 (see above) Peak Hour K- 0.0922 see above ■ Peak Hour volume = AADT x K = 7270 x 0.0922 = 670 ■ Advancing Directional Factor (D) = 0.380 = Percentage approaching site in direction requiring left turn into site ■ Advancing Volume = AADT x K x D = 7270 x 0.0922 x 0.38 = 255 VPD ■ Opposing Directional Factor (D) = 0.62 = Percentage approaching site in direction requiring right turn into site ■ Opposing Volume = AADT x K x D = 7270 x 0.0922 x 0.62 = 416 VPD ■ Left Turn % = 20/255 = 8% Left Turn Conclusion Using 416 VPD opposing volume, and 20 peak PM In Westbound traffic; an advancing volume of 380 VPH is the warrant figure requiring a left turn lane. Therefore, no left turn lane is required. (Ref. VDOT Table 3-1, adapted from 2011 AASHTO Green Book, Chapter 9, Section 9.7.3, Page 9-132, Table 9-23) Right Turn Analysis ■ Eastbound is Advancing direction ■ PHV Approach Total = 416 Peak hour volume approaching site in direction requiring right turn into site ■ PHV Right Turn Volume = 34 (PM -In trips from advancing direction, see above) Right Turn Conclusion Using 416 VPD approach volume, and 34 Right turns into site, right taper is required. (Ref. VDOT, see chart) Sight Distances: Source: VDTO Access Management regulations, Appendix F, Table 2-2 Posted Speed = 35 mph Intersectional sight distance He = 3.5 feet, Ho = 3.5 feet Available SDR = 400 feet (estimated) Available SDL = 400 feet (estimated) Required SD = 390 feet (Source: VDOT Access Management regulations, Appendix F, Table 2-7) Intersectional SDR is OKI Intersectional SDLR is OK! (Aassif cattian Min. surf:: ve Min.: Design Other desigm requirements width alli=ntnientt vonsdderatiuwn `lass 13 ty'll#. Earlt'i, drlrl.!d"h, enough to 20% maxitnut i Trail breaks to t Primitive or stori.e ditst matrix the grade (0Iis is it prevdnt, C;rosion, Stith iaidt'llrr Triad. locitti,on 1ainir ulln impact foot: bridges over nature trail) (girl of obstacles C',kiss B -type Slone datl, 5sdirface 1.0% maximlam. Drainage design as 2 high- gravel, or 1011gitudi11r11 given belcm, Maintenance equiwileat grade, 2% pedestrian seer€- maxin in cross - Path p0rillaricrit gr rd c .Surfilic ; C1,vss A, _ typo, ` asphatt 5' surtiat o i 01%, i17Aaxinium. Drain agc c1 sign as 1 low-, over 4" 1dan itudililt], givon below ITraiatt4..nancd aggrQgatc gradk , ?" pedestrian tlasc ma:xialuiaa cro';w- atht grade, Ciass A — typ 2" sphaili 21 low- over 6" maint, ia4rice a YrC&Ite Multi -Lose, i as, sbar4dl use 10, C1r ndles to be Drainage design as Surface DA aecessittl . for a public road and 2' Qle ared sboul& rs WARRANTS FOR LEFT TURN LANES ON TWO-LANE HIGHWAYS ADVANCING VOLUME VPH OPPOSING VOLUME 5/20% 30f LEF�109/.N LEFT TURNS LEFT TURNS LEFT TURNS 0-MPH DliSIGN SPEED* 800 330 240 180 160 600 410 305 225 200 400 510 8Q 275 245 200 640 470 350 305 100 720 515 390 340 50-MPH DESIGN SPEED* 800 280 210 165 135 600 350 280 195 170 400 430 320 240 210 200 550 400 300 270 100 615 445 335 295 60-MPH DESIGN SPEED* 800 230 170 125 115 600 290 210 160 140 400 365 270 200 175 200 450 330 250 215 100 505 370 275 240 TABLE 3-1 Source: Adapted from 2011 AASHTO Green Book, Chapter 9, Section 9.7.3, Page 9-132, Table 9-23 USE DESIGN SPEED IF AVAILABLE, IF NOT USE LEGAL SPEED LIMIT.* OPPOSING VOLUME (VPH) ----------------------------------~ ------ ADVANCING LEFT -TURN VOLUME (VPH) VOLUME (VPH) Example: Two-lane highway with 40-MPH operating speed Opposing Volume (VPH) - 600 Advancing Volume (VPH) - 440 Left -Turn Volume (VPH) - 44 or 10% of Advancing Volume With opposing volume (VPH) of 600 and 10% of advancing volume (VPH) making left turns, and advancing volume (VPH) of 305 or more will warrant a left -turn lane. When the Average Running Speed on an existing facility is available, the corresponding Design Speed may be obtained from Appendix A, :Sectlan A 1. TURN LANE WARRANT CONCLUSIONS: 1. NO LEFT TURN LANE OR TAPER REQUIRED. 2. RIGHT TAPER LANE REQUIRED - WILL BE PROVIDED Might Turn Warrant Chart MSC- South Pantops. Vistas 4-May-18 Oa d - got- -too H TVRN LANIET� t rtl t "a i 34 VPH so ft.SA',� Y i dr . :i„? M r y i " 1». grit'Off ° E8111-20, sat i, F t 4$a 20 (,-)R TAPERS RLQUIR ....... 3 1-4 PO Sots $ tali^ V APPROACH T 11°Al , Vfi Ht t E.SI PIER HOUR Appropriate Radius required at all Intersections. and Entrance (Con'atra r iai or Private), LEGENO H - Peak Hour "Volum (also Design Hourly Volurnaquly Tent) 416.6 Peak (VPH) 34 Advancing Vol, A A A 1n1TA tK1 rl/ \(-1 TI\ /r— I-1n AM[ A (-r— TRAIL DETAIL (CLASS B, TYPE 1) ..................................._..._.._ . _ .... ..._... _ - NOT TO SCALE TRAIL TO BE CLASS B, TYPE 1 PRIMITIVE TRAIL IN ACCORDANCE WITH! ALBEMARLE COUNTY DESIGN STANDARDS MANUAL EXISTING GRADE MINIMUM 77' POINT OF 4" 3000 PSI FINISHED CONCRETE VOOT ST'D GRADE 1.5" SM-9.5 CG-6 SLOPE VARIABLE VARIABLE ' +'\;'4, � .. rr, :•ir.7. • .:i:,d%i+A �7.� *t'x+gi� .saw.... •'-','+t STONE BASE BASE STONE BASE 4" BM-25 4" SUBBASE (VDOT 21A7 6' 2' 18' MIN 13' MIN 13' MIN CONCRETE PARKING TRAVEL LANE TRAVEL LANE SIDEWALK 0.5 39.5'MIN 37.5'MIN TYPICAL PAVEMENT SECTION i VISTAS WAY 949 VPD Flexible Pavement Design Evaluation Werksheet Project: ii��'Vista$ at _.. South pant>ops ............. Date. 16jan-19 Street (or section)- /11stas Way, Testing Firm; (asscrrned for design purpose) Testing Date(s). , _ [design AUT soil support Average Daily lratitr,, or VPDt i;• k1oasure5 CBR '€ pa -sent Year. 2018 Ru: mils; 2 Design year; �fi'18 Groveh Rate ( ; Vesign AaiT It t v i3 '{ ell; 949 _ .. percent Trucks: tl ? r�teasure l GBR Avemge; 6 Design Traffic \Vulurn r j Design CBR, 4 lResilio€Icy Factor 1 Baal Si,ipport Value 4 Design Pavement Index: Total Proposed Thickn"s index: ° QK Nlaateriai 'E:luivalency rihn. hla,�r. rhicknes (t) Value' (a; Inches Inches (a x it Surface Asphalt Concrete (Shr1-21A,8, of ) iiSuptepave SM-S.5A) i 5 2,25 a 3 3 Peoie & Double Seal or Blotted Seal Surface t� 0.84 0.0 Intermediate Asphalt Conc(ete (IM-TA or 18)(Superpa" IM-19-0A) 5 2 2: 6.0 Base 1 j Asphalt Concrete qRM-2 or 8M-3)(Suparpave RM-250) 4 2.?.5 3 9.6 Foil Depth Asphalt Concrete (BIA-2cr BM-3) over urfa e o 1,60 6 t .a t3nir�atedAgare„rala(�1Aaa-2'1Sj d� 1.4Q t> � tt.t2 Ceivent Treated A6rlregnt it 1.e,7 C S Ci.t Ceraarit treated Select Material, Type it, min, CBrR=20 b 1.50 6 s 0.0 S,,Au d talat nal Tygae I & I&, ,nan-pli uk-,, arrin 06IR : 30 (i 0,84 Select Material Type €l, non-plaa-tic, rnin SRR 20 „< it € 0 6 8 00 Soil Cement 3 9.Ul 6 6 0.0 Cement Treotedt Select Nlateeal, TyFx� li Ci 1.:17 61 a 0,0 c;uirie€3t Treawd Selr"ci Borrow 4 1,00 S 3 0:6 Bose �, UP(reated A99te tale (2 1A or 2-1ra) 4 .,. #aAG 4 6 2.4 cur ment Treated Agar t ttc r 1.33 4 t1 0. �r> ,. ! s,d Materiall'vpe I, taor7-plicsilc, min CUR 30 O 0.50 4 Et #l.il Select tdG kaial Type 1 & 11, r on-plask, rnin GBR 20 a 0,40 i 8 t ro Sail C'ert\rant Ci g,a6,l ki S 0,0 t i€n 2 6 i. ,prlGtBt T#eia+e4l Select Ivlatorlai, Type it - i7 1,17 6 tmerttTreated SdetrSQrCUY ii 1,00 6 R 0,6 Total Proposed Thickness Index: 14,ca 18' NiIN (( PARKS VDOT ST'D 4" 3000 PSI CG-2 CONCRETE ji/4": 1 t" VOOT 21A STONE BASE 6' CONCRETE 0.5' SIDEWALK a a � a �J' 0 p �o 0)m N 2 a� zo U ;t� �o �� >U_ O Q� Jz Z OV > Q cc W W � � uJ W 2 v� oN 4K Q iN p to U rn ` I N WCO o CO T o �CO ? c o� o� 0 U_ ricy aW ;U-) C4 o U (/) Q Z o p4 W 0 T M 0 LU Z z O o d I�i■1 �'yTx of vl�� U )_03/29/2019 9 Jimmy L. Taggart Lic. No. 22841 �sv� G Q��SSIONAL �� 1 V J a. a O z Z > �, J (,.L N Q Z W m Q w W 0 a- p EE-- VJ 00 Z J F— � O H a Z Q cn Q w Q E— / W z > Z F_ DATE: 1 11-26-2018 SCALE: N,A JOB: SDP-2018-00085 FILE: 17 , 0110/18.0505 SHEET: OF18 Fill Ua y U N m N < 2 z� 2 C.7 U g °� �� ;o Q Q'' LL Z w w Q v� ° N ;4 2 r cLr\)' W rc p� Urn ' N �. a, Q m o o� O oc w J� Q� U N o� o W L �R c) W 0 W z 0 � U zN w o� 5 z W 2 0 U Z 0 U rn w Q N � M O Z Ire- j 03/29/2019 Jimmy L. Taggart Lic. No. �16 22841 �S"SIONAL r n V) E- w Q z o `p 1 � z >� o� a Z N J Q J '_. W U W m E-1 x Q CL O U� �z F-CL0� � QQ <() Z� LL U) oa Qw z w Z� >� SCALE: IN.A JOB: SDP-2018-00085 FILE: 17.0110/18.0505 SHEET; OF 18 r STORM SEWER PROFILE (12 -> . Horiz. Scale: 1"=50" Vert. Scale: 1"=10" 420 420 7 :13 14 15 415 : �� o oc� �� 415 _ .. ... r- cn J cc _ j� i .... (j if 410 410 o _ 0 0 Q ... ._.._ o .. .._ _ o. o 0 405 ci _ 405 P.RQPOSRp GRADE Q:18 H�p a: ...... HGL 400 _98.36' 18" HDPE @ 06 395Etj - - ----- - 395 / .. . �: 68.8T - .18 HDPE @ 0 6i0 390 390 EXISTING GRADE. �.. 385Ln 385 .. 00 .. 0 380 o w 4 SANITARY LATERAL GROSS' 46 td O 38O Ln" tr.n �" O o o.. .. , � co nco_D m � .. } n_ II 375 MM r� + 375 II o._z:z 1� o z: iI O z Q: U) > z 370 Q > 370 368 Z Z_Z -- 368 12 7513+00 14+00 15+00 15450 -STORM SEWER PROFILE (15 -> 7) Horiz. Scale: 1"=50" Vert. Scale: 1"=10" NOTE 435 435 11 ........E SD 430 0 430 ,- �f- J �; �Irn 425 425CL o a: o CD PROPOSED GRA E 420 EXISTING GRADE 420 415 415 :. 410 410 56,73' :- 15" , H PE ©.0.92% 405 _ 405 a In 400 ` W 400 0 0 Elf ct� 395 �,.. N 395 m ii . 390 ©: iI .... 390 " z z a Q _. > .>. > z...z z Q. .... _ ....... 385 Z 385 9+50 10+00 11 -1m 10 STORM SEWER PROFILE (EXSDMH -> 11) ............................. ........ ... Horiz. Scale: 1" 50" Vert. Scale: 1 "=10" ALL MANHOLE STRUCTURES PLACED IN FILL: CONTRACTOR SHALL PLACE FILL UNDER INLETS AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" INCHES THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04, AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8' x 8' O.C. COMPACTED 21A AREA CENTERED ON THE INLETS. CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8' X 8' O.C. 21A STONE BASE IN INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLETS BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE, DRAINAGE AREA = 1018.23 SF = 0.02 AC RAINFALL INTENSITY (25 YR) = 6.80 INCHES/HR C=0.9 Q = CIA = 0.14 CFS VDOT EC-3 CHANNEL LINING n = 0.05 TYPICAL CHANNEL SEMON ---- ----- (NTS) -- VUV I r-U-J LINLU TRAPEZOIDAL CHANNEL I OUTLET PROTEMON SPECIFICATIONS Channel Report € (NTS) CL I RIPRAP GROUTED RIPRAP CHANNEL t 24" MIN. DEPTH Trapezoidal Highlighted -i j W/UNDERLYING F. F Soltwn Wi M h (R) 2.00 Depth (ft) 0.49 30 Slope (z.1) 2 N. 2,00 - Q (CW 17.05- [ icrtal Cae! :.' (tt} 1.5.. Area (sq#t) : II've Bee (ft) 332.0t0 Velocity (fte) 11 5$'. ,a3ppe(1,4r 41.00 Wetted Perim () 4.1J N Vlae 0 C4G Grit E epth vc {ft} U GR Top Width (it; 3.96 /' f�„r' Calculations EGI..(ft) 2.f:i O ,.-j i;� """` '�-�� F-24» PIPE Compute:4y Kno,r G r Kt1o'. n Q (qf5} = 17.05 f' rc p APRON LENGTH = 10' Elea ¢It) Depth (Ill 3 rs Section Ito NOTE: PROVIDE 65' LF OF RIPRAP FROM CHANNEL OUTLET i TO CREEK AT THE BOTTOM OF HILL 'm TYN--CAL CHANNEL SECTIONa ----- (NTS) VDOT CLASS 1 RIPRAP (GROUTED) TRAPEZOIDAL CHANNEL 332.00 I + - 331'aC. ......t ... i .. .......... ....... ......... ....... 1.. .. .(7.:b. C F 1 ,s 4 5 5 7 8(rnTl Reach (ft) , AREA DRAIN RUN-OFF COEF. CA INLETTIME RAINFALL RUN-OFF, INVERT ELEVATIONS LENGTH SLOPE DIA CAPACITY VEL FLOW TIME, MINUTES FROM POINT TO POINT ACRES C INCREMENT ACCUMULATED MINUTES IN./HR. CFS UPPER END L01A(ER END FT % IN CFS FPS INCREMENT ACCUMULATED n-Value 15 14 0.23 0.80 0.18 0.18 9.75 5.57 1.02 395.09 394.50 98.4 0.60 18 8.84 3.34 0.49 0.49 0.012 14 13 0.10 0.84 0.08 0.27 10.24 5.57 1.49 394.40 393.99 68.9 0.60 18 8.80 3.69 0.31 0.80 0.012 13 7 j 0.20 0.92 0.18 0.45 10.55 5.57 2.52 393.89 393.65 1740.2 0.60 18 8.81 4.24 0.16 0.96 0.012 12 11 10.34 0.42 0.14 0.14 5.00 5.57 0.80 416.12 410.34 F79.9 7.24 15 18.88 7.62 0.17 0.17 0.012 11 10 1.13 0.53 0.60 0.74 5.17 5.57 4.13 410.34 06.15 41.3 10.15 18 36.35 13.46 0.05 0.23 0.012 10 9 10.13 0.40 0.05 0.79 5.23 5.57' 4.42 406.05 491.37 155.9 3.00 181 19.77 9.07 0.29 0.51 0.012 9 8 10.40 0.84 0.34 1.13 5.51 5.57' 6.29 401.27 1,95.53 96.0 5.87 18 27.66 12.91 0.12 0.64 0.012 8 7 0.47 0.88 0.41 1.54 5.64 5.57' 8.59 395.53 393.65 46.8 4.02 18 22.88 12.20 0.06 0.70 0,012 7 6 0.00 0.00 0.00 1.99 10.71 5.57' 11.11 393.50 391.94 53.75 2.90 18 19.44 11.41 0.08 0.78 0.012 6 5 ' 0.31 0.90 0.28 2.27 10.79 5.57' 12.66 391.84 391.54 29.83 1.01 24 24.64 7.86 0.06 0.84 0.012 5 4 0.11 0.72 0.08 2.35 10.85 5.57' 13.09 391.44 384.81 74.38 8.91 24 73.37 17.31 0.07 0.91 0.012 4 3 0.48 0.85 0.41 2.76 10.92 5.57' 15.37 384.71 383.47 32.67 3.80 24 47.87 13.55 0.04 0.95 0.012 3 2 '0.00 0.00 0.00 2.76 10.96 5.57' 15.37 383.37 381.96 44.79 3.15 24 43.60 12.67 0.06 1.01 0.012 2 1 '0.34 0.89 0.30 3.06 11.02 5.57'17.05 381.86 30.06 11.23 16.03 24 98.38 23.67 0.01 1.02 0.012 1 OUT 0.00 0.00 0.00 3.06 11.03 5.57' 17.05 374.15 365.00 57.19 16.00 24 98.29 23.67 0.04 1.06 0.012 Structure 4 Area Runoff Coeff Flow Long. Slope (ft/ft) Spread 3utter width / spreac VDOT Ch. 9, App. 9C-8 quivalent cross SIOPE Th to t gth Req'd iiiiiigeoat Len 100% of flow Depth Throat Length A C Q S T W/T Eo Se Lt d Throat Length * 2 0.12 0.89 0.43 0.03 0.86 1.00 1.00 0.10 6.11 0.07 8 * 4 0.33 0.85 1.12 0.05 4.73 0.42 0.74 0.08 A 1.02 0.22 2.5 * 5 0.11 0.72 0.31 0.02 3.95 0.51 0.88 0.09 0.00 0.21 2.5 * 8 0.47 0.88 1.65 0.05 6.12 0.33 0.71 0.08 2.06 0.25 2.5 * 9 0.40 1 0.84 1.34 0.03 6.31 0.32 0.75 0.08 0.90 0.26 2.5 * 13 0.20 0.92 0.74 0.03 4.98 0.40 0.84 0.09 0.00 0.23 2.5 * 14 0.10 0.84 0.34 0.01 4.26 0.47 0.94 0.10 I 0.00 0.21 2.5 * 15 0.23 0.80 0.74 0.02 5.35 0.37 0.86 0.09 1 0.00 0.24 2.5 11 0.07 0.53 0.15 0.10 2.18 0.92 0.44 0.06 9.30 0.17 10 DI-7 Long. Throat Length Req'd Structure Area Runoff Coeff Flow Slope Spread 3utter width / spreac VDOT Ch. 9, App. 9C-8 quivalent cross SIOPE Depth Throat Length # j (ft/ft) to�get 100% of flow A C Q S T W/T Eo Se Lt d Throat Length * 12 0.34 i 0.42 0.5712 0.127 0.731 1.000 1 0.104 0.000 1 0.183 3FT x 3FT GRATE A Ua r� 0 o U 0m LU LU N Z Q � zo g o Oa;°''" 4 Q� Jz r J J_ > Q Q� V rc W W 0 CO � I 2 U� ON Q? QL0 W z� _ 10 �cc v 0 , t Mt Wo o 4? CC � o� aW WLo y Qy U N W o� z ,tco co CY)It W Z Z O W o W �e74 oI T H OP vIr'i 03/2V1)2019 Jimmy L. Taggart Lic. No. 165, 22841 �'v7 �ss10NAL v, 0- p Q 5;z cn O E-, Z >:j J a Z N -J Q W L.L. W m Q W O u_ to z �l J Z) O (Z)Q 04, Q (,-I zU) 2(w V) Ln Q / Z Z (� W T DATE: 1 11-26-2018 SCALE: 1 ":50' JOB: SDP-2018-00085 FILE: 17.0110/18.0505 13 SHEET: OF 18 7,43-5 0 425 420 0 425 Q 410 405 ... 400 .... .. 395 _ F 390 3 ._: . 385 380 :: - 375 ----__ ----- ..-. __.._.___ 370 w 365 = 355 .. _ u z .._. __ 350 9 75 10+00 N 1 435 _ EX.D _ EX.G EX.B I EX _ _ .A 430 _ n� ... ..... ..... �,� ...... _ � _ ___ _ _ __ . � 425 —. _._ o � .. _. �t- _ .. .. i <r _ v, _ � cn i f I420 — cn 0 0 — 15 .. EXtSTI G GRADE N ... .. _ ....... _ ... I .. , � L 4 ... .... 405 EXISitNG- GRADE 3 -x---i 40 ...... _ , 4 BUILDING 1 GF 398 __. _... __. _ ... — �-: ...1 1P7..: _18 �� 95 .... _ 405 02.... 18 AC C� 0 8 _. _ 9 0 _. ..... .... _. .. ._.. ...... €._. - f .... 1 385 .. . . . . . . . . . . . . . . _ 80 X I ... 375 0 n _ _ _ 370 v___.___ _ _ ___ _... o�- _. _ -- _-- _ , . . .. ..__ _ _ _.. , _. .....__.... _ _ n0 00- (D (D o� W _ _ _ ;. _.._----__-_ .; _.____._ 365 M o� .. _ r I f -- 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20 50 i EXISTING SANITARY SEWER PROFILE (EX E - EX A VERTICAL SCALE: 1"=10' HORIZONTAL SCALE: 1"=50' 435 435 ' YI 430 G 4 30 ¢_ 8 i �- I o t} .., ... LL.. 425 co 4... 425 o _. _ �� II o: o A _. 420 � 420 i ... ..... .. 415 415 (n — EXISTING GRADE PROPOSED GRADE i .......... .. .. ...... 9 .. i MAIN STORM ..... .. 405 05 400 �..... _. 27 15' _ 18" PVC" � _... 17 21% 4 00 _ 11 6' ROOF PIPE 3 3 �-- � � XING .. ...... — ,....._.. N � d 14 95395 �:%:::n -- 267.41' 18 DI@0.15% _ 390 190 3 TO EX. E .... �` �.. I w w._.... ...._.. o �.... .... � U II Q o > 385 85 � o _o _ _ � � o o� _.. _ � � .... (D cn o Ln N + II �.. .. _ � v w N _.. 80 380 o 0 �� IL _ __ ��:�,ry � � .� 5 � 0 ai... _. 11 � z _ eO o� NLn <C +. 11 r�....ra.. � am ,+ ..II 375 __ _ . � it 375 tI. � o z z._.. tl.. z z tl o 0 Il ....z Q 370 9 50 75 10+00 11 +00 12+00 13+00 14+00 0 16+00 16 PROPOSED SANITARY SERVER PROFILE (D =? EX D VERTICAL SCALE: V=10' HORIZONTAL SCALE: I "=50' 425 I 425 . ..........._ --- - - -- - - - - - _ - 415 ___,_... _._._ ..__.__.. __.______._ _ �_ _.� ___ _.._.�._ ,__,,..,.EXISTING GRADE � - -- - ___��__. _W-�----- 415 _ T _ _ .. ___PROPOSED GRADE - ` ...._. MAIN STORM . , ._... .� 405 __ __ PIPE -10-9 6" SANITARY LATERAL \ 1 .._ 405 6 SANITARY LATERAL 12" ROOF DRAIN BLD2~ � - - —' cc 395 __�_._ x ti MAIN sANI 1 _ 1 z z 395 _ O..PIPE A EXD i, _._ ... � � . E- w...._ -- _o . } � _ WATERMAIN - _ ____ : o Y . w m _ __- j - _ , ,. .. ,_ .. _ o L Or z - z Q w -ck 0 � 6 ANITARY LATERAL = 385 O + __.,.... + `___-__ � � 0. r c0 r 385 + .. N ...N N... _. .. _N �—_ _.- .. ., .. .� ._ .. _... . -. .__ .. ......... _ .... .. r- ... _ .c- _ ... 9150 10+00 11 +00 12+00 13+00 14+00' 14 75 j PROPOSED WATERLINE PROFILE VERTICAL SCALE: 1"=10' HORIZONTAL SCALE: 1"=50' I f 1 i ali Ua as � y O U TT^^ N �1 cOca o rn m N Q N 0 W Q 2 O z- 2 Z CDO m0 U - � 0) > LL 0 Q � wZ — Q cc J W J J a 2 cn CC w w O V 2 0J 0 N QJ � N Z Fii vi (9 2 2 c0 Occ U rn Q CO � V r W d' O W 2 m X Q O �-. O L.L J oc oc J aJ W w� ca U O N H O i Z� O r� W zo� M w Z O W O a AS,T H OF c ii 03/29/2019 � Jimmy L. Taggart Lic. No. 0�, 22841 i, Op�SSZONAL E1 fi// 0 Z F --4 � � w CD Q w a za'Naw CL � w m J W O Q � u- O Cw—t Q < Q O z U) W LL rn ` Q Z Z � UO DATE: 1 11-26-2018 SCALE: 1 ":50' � JOB: SDP-2018-00085 FILE: 17.0110/18.0505 SHEET: OF 18 cr�T2 OEICI TES; ER i�C� E S 4.' T;-,i-' C1ETEF,ieab€_L l,.V md�'N€i.& SHALL L', PROVIDE,' � 1 TRUNCATED it be}hiEa 2. DETECTAPLE +UARNI.N G SHALL BE PgrjK4 I HF ?wii'il°LRML , APPROTIED LIST rr"OR p DETECT i NlhG UFAGE PPti'a1Uf NNOT,LI LISTED SHAT% MEET RE RFrLtO EMENTS OF THE. SPECIAL .PF'OWSIDIN'FOR 00-12 QFTFCTAB.'".F'.' WARN NO SURFACE 41) SHALL HE , tUP BITTED TO TaIE STANDAROS AND tE I LESiC# E t ON FOP, AF Pu L- 3, SLOPINIC SMEC OF LJRi:Ahp RAY BE IOLpEa MOrULIIH AL f UI(H R ";d FLOOR OR BYa! N-PERMISSIBLE UETPIJTI P JOINT VITFPLUMPED f B R :. IF RAMP R+T0 16 :FNECA6F,'.I-OLES M1JS1 BE FPitC O "FOR. DOWEL. HAR. 50 TRFTAt1O#4JO FLnRE3 Ucs- N. �E CAST ItLACE AFTER P .rEM OF 'iFKTCONCRETESHALL F�t CLASS A +.FRFCA"I RAMP sL4 PQ-f t S. PkOLtIRt.T �€AR, ARETO BE NO, 5 T, 8' F'LR,GELa 1 Ee11rTi TO CENTER �ENTEP, rlLterlG BOTH SIDE OF 'THE RN4P F"L Rs 611Fs-DEPTH OF RAMP FLUOR, VINItu jm CONCRETE co,"ER D. CURBd': CURB AND GUT €ER, SLOPE TP. TLFITI. NS ADJACCNiT C •RD RAMPS < - ARE BrI=uL UFED TIN PAYMENT CURB r C'UEtC ,AdD GtaiTTF,f?. LHrR IMF ARE TO LOCATED A SHL'fN N aE PLANS Gt AS DIRECTED7: _S.Y. THE ,ErdCINEE:R-,...THEY ARE TO BE PROVIDED!ATIPJER'S CTI"sN5 WHEREVER AN ACCESSIBLE ROUTE VCTHIN THE RIGHT OF WAY OF A HdHWA`f FACIUT'Y FCSSFS A CURB PFCATfL€O°s OF WHETHER. SIDEWALK Is EXISTi� PROPOSED. O ae?. y r. C � T a. � � R_ 'sWALKS 1R NC7NE'I�TENT< THEY MUST BE LOCATED f �1d8 faECE„ RI t fis SFftD r{ O 8 L -S CEe l s' 'ARECTED RY THE END44 Fa, ,AFb SHOULU NOT BE LOCATED BEHIND VEHICLE STOP 1.14ES,, E I% TINC LIGHT POLES FIRE iCS N - HYDRANTS, DROP ldl CT -a :OTC'., ACOFr^.1816 ROUTES PROVIDE A c�C/NTl ti')3:S UNOBSTRUCTED, STABL FIRM AND CLIP RESISTANT PATH CONNECTING ALL. 4 c° �. F TI CAN PL APPROACHED', ErSTEf��G Cz.S�CE'+L_ __EMEa T s F A, FACILITY THAT A , f HATE COMPONENTS OF CURB' RAMPS 0.1N.SI"S,T OF THE FOI.Lowvcl , HYURAJJLIC CE AENTSIDEWALK (DEPTH IN INCHES, AREA IN SG UAPE YARDS) aLRd faEhREQUIRED tC,G � CECG-�Ld UrE P FEET) DETFGTAYBLF WARN41 SlJRFA; F (AREA IN 'SQUARE r`ARVS➢ TF 11 F ABOVE a r.EI § A SEPARATE F°A`r ITEM .�NJ SkiTrLt,C EACH OF THE 1 S A Be SUMMARCED FOR EACH CURB CUT RAMP, r ,a •i 4VALI`^'� C Y ' III M9Aet; RAMP' 12't Mr,.X '4 f TYPE PERPENDICULAR 51 F:< .... r ' / v., _' n to ik A121 MAY TYPE B PARALLEL J AND?FACT H FBF �I D. RAMPS MAY BE PLACED ON: RADIAL OR TANGENTIAL SECTIONS DITIO'VOLD THE;i' ��.� E ,ORS 6E9FG I� PLACE, WITHIN THE LI°lT aF THE wPo.ssNALkANCks- AT THE SLOPE' :AT THE CONNECTION OF THE =,uRS OPFr° ,r,,: IS PERPENDICULAR TO THE CURB, 5` 44i TS, � � K RADI 1§.. €rl „91.. 4>.tdC F'.I�TE �KDEx'VALK IS C .I4 GI'. WHENTHE- F,r<'iT zSFVV ,. ✓:GI `J. 1----� a ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED i E VY TRut„h',; TRAFFIC, REFER TO1ANDL Ii CC 15, COv,ImEPCIAL ENTRANCE CHEA,'J'Y '14i4d -HtER =T "*LfC T2PFEI£7 F;F `w�FLE _FTH FDOE OF FAVFItErIr fi AN U. sHEN "IRE RAMPS , E It ED {T ;'OnaaitI UeTI,WITH i 5€AFEC USE PATH, h AT'K ,SAME AS TOP OF CURB I'-L Mif^slydUM ''AIDTH: STALL BE T6E b' 01TI OF TILL SHARED, USE ,',AIH, ft WhEN 014LY C)NE CURB RAMP tS PROVIDED FOR TWO CROSSINU_ EOIO ONALi,,' TYPE :C A 4=�=L9LIr�0 AREA, SHALL BE F�;z�,a.�L, � TD lvIA3IEUVErA A WHEELCHAIR. PARALLEL & PERPENDICULAR unto 11°il=m.s'ei,4€,h fdi€s•"C,11T GQ§€dc' INTO THE TR,4h t4,'!f„Y. Ti'tta' 4 x 4'. At O*r,> AREA MAX Itt Lt D' : THE G .TFR PP t' TKa1NC.ATED DOME S?,, ALL CAS:a WHERE WRU rK!?MRS Nllk. LCT A RADIAL iECTLOR OF' :3.fr ' 4'':'0-C.. CURB ..,AT Ei':,tRANaCE>.GR:'5rRE_T e:,'?C?iO4ECIION15 THE DE:TEC:rAELE �.. Vr-R Nh% SURFACE SHALL •fi4E i 'A:t:TGRT`RADIUS "?:EE:FIELD T4MODIFAc[ECOENE.MANUFACTURER TO, MATCH � ' �TO CTHE BACK OF O I ! a..... M.,...�; �! l = : TS.. ',.f: Oa Ir 1. .ARDh€" i RAM. - qt 0 0 C C t €) a o <' 0 0 U :1 C O �� x,,' t•`° ^`9 � �I '� �. ;� fJ ` C' +� '_� "i Ca n �' � da O'. L e5f"GF BASE GICbAETER' , .. �„d,:, Cj CJ o aJ 0 6 47 a o a , .a fi7 IJ 0 0: u T PIE „ DETFC E `N SPdfia c S T BACK OF EF VARIABLE FL _WMTH OF RAMP FLOOR >L=NOTE 12:A� GI E»�td. _EI FA`e LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL., DETAIL IzL,.fab <iND..C-t£?ll}Gr STANDARDS L+"+. aG DETECTABLE SURFACEWARNING SHEET IQF.':..- R E I�r PATE, �GEI ERAL NOTES:) 1 07,°'iS 'VIe64'alA rjLl,AATMEN"C Or TRANSPORTATION t? 20105 2016 ROAD & BRIDGE STANDARD RrtM}M Etf.E A. r'�QPIF sKaUa.. 6nN 4 j-*5 PO'NFL, S' LONG Q 12` -T -:C, - uCa1r ` ., I AX Fary f a� �D S, € 5'. 7 I TRU1,40ATF DOME': 5EE 't-rEET 1 OF 5 A F0''T GETAXS rs'.AC,iK-rF CURB 121 lgAX ..... '4,a 1 MAY, xD 1 t_lll,�, - SECTION A -A FIE RI:AI s` SILL E fr I ,7hJaT(KliCil(Pf'.i OINT'. 4 IiJMtiSiFJ'3i>?TfP�� �+y�T ]I Y9'1]I Y9'Ii SECTION 8 8 NCtTFS' r� FOR ,GENERAL NOTES ON THE DEJE;OT BILIF. WARNING G'SURFACE, SEE SHEET y JR TH38'.CESIBN-'TO :BE USED FOR, 1aONSTP,Ut;1dON THk,' INcoRPoRNTE.`s 'viiDER''".&uL'*A,Lr,: LAkdL7€Klo t4'^A'It7FD I;FQUIRELI AT TOP CIF CIeJRP RAMP. 'MINIMUM »"URJ3. RNA,':' tFNQTH $ FG&T FUR NEW DQ'N aT RVQT:IQ,M T YPIOAL DESIGN: TYPE A W[TH :BUFFER STRIP v ( v D 4' b IJAS E LANDING A T DARE L,tP'&N ' AREA OUT IDE OF AREA, OI SCE OF Fsr FROVIfLCWITHIN BE PROVIDED T;E t"wK£6 THE MARKED 'JrtTi-IfJ € , �r 1R~VtY-I4LRt 1ItiL1 �. Ci2US.,.,,4YA1111 rahEr4-__ 1, C€RU°SVfIaLK Af;rA, 'v r' afl �P \. w cR}e R I�'� w I� _ YPI , PLA,EMENTFl :: TYPICAL PLACEMENT AT INTERSECTION CROSSWALK LK AT INTER5ECT1101 WITHIN. CROSSWALK DIAGONAL :PLACEMENT WITHIN CROSSWALK (WITH BUF STRIP) DIAGONAL PLACEMENT WITH BUFFER STRIP SPECIFICATION XVI)O T REFERENCE CC-12 :DETECTABLE WARNING. SURFACE 'nGJte A3€L dFl€C�. E €"TAA1LtRC;S: '06 TYPE: A (PERPENDICULAR), APPLICATION P..t,PI.,tON OATESHEET 211 OF. 5 'fIt;CIINI,A, OVI?-ROA> Nr OF 3Pi tlS4 O� T'P;T:OPT. �j T5 CC!a.Ci .. 2016 ROAD & BRIDGE STANDARDS C;G-I2 A #5 DOwLLS °` LONG '_l FEFF1I'aIELE AT 12' G G ;% GQrISTF ,CwiC1N R§lis, JOINT, 1�q NIAY,`' sc d I2sldr EF .ART, , R1 FF TSB 1, 1 4..._,____ RUN ,;CEN DOMES iF SEE SHEET I OF S' IrUR DETAILSSHAPE � ,ram MIN ,F w, TO NIATCH OF RIDADWAY {_URB BARK CF CUPB _..,._ 2' MIN 'SI C:T10N A � r�l ,LOLL X, i rrr'IsrPuc',,Hbri /ram ,c31tJT � N WITH BUFFER STRIP WITH SVIFFER STRIP WITHOUT SUFFER STRIP —,ix ,At2C'l:Nk iq QR4SSak�.i.f; CURB — �?At.L 6 =4c;C i>4� ?FE€F'ENCaCc� 'CRi NOTES FORENERAL. N rFs ON THE DETEC'. LE WARNING SUPFACT. SEE SHELT 1 OF 5, � e a VALK TYPICAL PLACEMENT CURB THE RcUUIRED LEN1,'rH Of A PARALLEL P"..AAtP LIMITED T; IS , EeF, RE ,tRiLC THE AT INTERSECTION 5 rtOEWYLK SLOPE. WITHIN CROSSWALK PLACEMENT 4'1D TYPE 8 PARALLEL-L.er a;xi,MAA. DIAGONAL - NLORE '�,�F LC4e�a R�v,APPLICATION "5��� InNax. MINIMUM RAMP LENT§ : ROADWAY oplAPE I IN FEET IN PERCENT=°crH "��'-.�,,- \'� I: YT Cl .w I A .�€'✓,OSS 4 E' y # j FETE zu- Mm 0s- I �, T-"l,T<cI 1 S 1G s :I 4r, TF 11 �_ 0 i f WITH SNIFFER STRIP WITHOUT BUFFER :STRIP X''�iDOTSPEC TI` P.04, AND BRIDr '�I'ANDARDS C -1 : DETECTABLE WARNING: SURFACE:REFERENCE SHEET a OF w FEY iFlI SAT67 E TYPE B (PARALLEL) APPLICATION lOD _,j'U. ON lu n 'iIR�L"gifdA UFZ51r'sa"i'Ttr':r=t�T`i OT' `'P.M4SPOk ATION -7D� 2016 ROAD & BRIDGE STANDARDS SI0- WALK, 4 4? BUFa Ei> STRIP C n' � va { I a � t 2 tr Ie t S t I {, Ih pj, 1 h I xuTt f rr" rTi i.z �4i°`�---µ - TisUt4Ur"tirEE? ..f,E5 SEE SHEET 1 OF 5 FOR DETAILS ,A 4-a'']JAR. LA3:s ;' TANGENT PLAN ,AREA OUTSIDE OF' S1?PC I ?IlTe;IL FACE FF?rsYcLW Y' 9H TYPICAL PLACEMENT �'ROADWAY a �h r f�avl ITHa� AT INTERSECTION a R:" WN, � k' Im, THE MARKED WITH BUFFER STRIP CROSSWALK AREA. Ai X °2' iiGHtvfT THAN FJ,aCK OF iURB3 : i': t MIA•x. 3 k M?� EUGE OF rFAVENIFNT :_ _... ✓Ix. 'S t € t �a r 20...:.1 - �-•m..^.<:.o._,—��a.. _.._.< ,..,_.i` AT��`:"� ,.>d�dE. A.� TOP C3� _T,1�,3 2' MILL - SECTION w THE REQUIRED F ENa;TH, OF .A P'+4FtALLF( RAMP 1 LIA,HED TO -15 EEE I, REOA,FDLE55':,3F THE':SLOPE': A LfttT l,F F i:'£ t }t :- . s a T A,1, tY:. :TH- O t;f EDGE OF PAVEMENT AT;*., :. SAME AS TOP OF CURB }' T,YP.- -^� AT , HCHERTHAN' ED`E OF PAVEMENT AT Y % , SANE it T0P' CF CUPB NO tES; FOR GENERAL NOTES CH_ GETF-CIABLE WAMN6 SURFACE, TI^+E 5U ECTjcytt OF OIVR.G TYPE ADD t€,' QNFI IQ I€N UF--TF1;g_- CUr FFR S, € P MA' YAR i` TO KE r X Y 7 NQ t ELD �.%YDIT jOKLS A D ROADWAY u€GEA TF,Cu PR rIDI zE VJMENSIONS AND. SL aEF ARE As NOTED, THIS CQMBIINFD IPARALLEL & IPFRPVE LACULAR)D.E51 N CAN BE 'USED iW;TH ADQl lIU EUFFER 3TRP LANDING AT UnI TONI i3F TWO SLOP [ SIDES Wl,rH 5' k 5'.M (?lMONa{v^t�- eHi SHbRT �'RR E'iGa€ "vLAR Rillhi sQ T a,. STREET CAN dE PROTE,CED BY ALA* ISCCAPED SETBACK OR CORN_';IEO. 10, ,HE SoEWAbL WrrT ll A A'ARPED 'SURFACE, -\VDO C 12 DETECTABLE E 'WARNING' SURFACE RCIAD fVV BRiDQE ET Q TYPE Q (PARALLEL & PERPENDICULAR) APPLICATION REV€5IPrg DATE,�;':F�r �. Of Yd12�iMA 171EPARTIAENT Cf TkANSPOkTAi16N D7i98..2i#.4:ClYi . 2016 ROAD & BRIDGE STANDARDS I I 8 `2 t / F ".J 1 4-B 1 U' 1 -'T C � � ECTI01I C YW= — N7TF DETC TABL ti; Crlr,.t MEDIAN WITH OUT -THROUGH TYPE M2 I UKti \. M1I B aU1 OFTEa7'aA LE: Kfin SECTION BP SEE NINE 5 : REFUGE ISLAND WITH RAMPS TYPE R11 vARI `dirt_ D Win /4"7 1 " SEC I IO,t,q , C+ D li F SEE NOTE 5 _1 — —CURB �y 'L.! -- DETECTABLE WARNING ITYF'P �Pa@iBYtl' MEDIAN WITH RAM! � REFUGE ISLAND CUT - THROUGH TYPE M � TYPE F�12 NOTES; i FfOR'CENEF:RL NO ON THE CFTECTABLF VVARNIP4 SURFA E:,. r]£E:' HEFT- i l�} 5, I 2-CURS SHALL Sd SHAPED C O MATCH THE FACE OF RCADIN,,( 4 UPR..: C' ' i RCAY 1 F"C' 3 >`�E tT +aUb'f Y PL tt� �'7�c 1 esle 3 r oL R sC 1'sLe'03D t)Ph2LN_IUNS: 4 HAh"In's f ai, C - tHROUG 5 SHALL BE ALe24EO WITH cResShct'lLKS.. ' „ e r'-THE- Y a+,i CUT T n Y H ^a:. , I t IP T - ,a.N fi;p c, �,Eg�.l'If�(aI €�~A� P ANIx � F1 L ,FA,. �� 1 a�i.LILRt D P FOR :TEE NOTE 5 1 ' H YDrY It IG,' GEL! t'P CONCRETE IUE:'A'ALK' ILL ACCORDANCE WITH E II014 - SO,, OF YhE KC)A D & BRIDGE S,IECIFICeATIONS E` CX AFIUtd OF MATERIAL FU.. THE ':IPa T4 IIr1TIyM Or THE IrFWYxL,x SNd,,,l,.'U*E 94eLItI7I;aST €FI TF'IF PRltiC R90' FOR HYORAUj C CEMIENIT CONCRETE S`DVNALK. 6. CiP's at R-0 .�'. i LESS THAN 6` It'1':'WI.TH SHALL NOT HAVE DETECTABLE . V! ARNiN < S IASTAI LEDL XV00T C -12 DETECTABLE WARNING SURFACE R ROAD .ANC7 DFICtGE STFtiT.TCliar?DS REFERENCE a't T F NFVIHIA> DATE MEDIAL AND REFUGE ISLAND APPLICATIONS 7t12-tIa4.C;8MA D£FARTMENt OF' TgAN5PQR'€`AT*N 2016 ROAD & BRIDGE STANDARDS NOTES, I 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE, Z CONCRETE TO 'BE OLASS A3 IF CAST IN PLACE; 40GO PSI IF PERECA.ST_ 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' 0511 QEPTHI OR INCHLASLD AS MUC14 AS 3" (21DEPTH) IN ORDER THAT THE BOTTOM OF' CURS 'AI LL COiNCIDE WITH THE TOP OF A COURSE OF TIE PAVEMENT SUBSTRUCTURE. OTHERWYSE THE DEPTH IS TO BE 18 AS SHOWN< NO ADJ05TKENT IN THE PRICE BID IS 10 6E woE PCatt A DIECREA5E OR AN INCREASE IN ITCPTCL 5, CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CC-6 AS SHOWN iN ,APPENDIX A OF THE YQQT lRM DESIGN MANUAL„ IN THC SECTION ON GS URBAN STANDARDS, ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SVE;�Dn STANDARD 6" CURB VIRGINIA, DEPARTMENT :OF TRANSPORTATION I.T 1OFI 20L Y NOTESa % 7HS JLM. MAY QE :PRECAST OR CAST IN PLACE, E,, CONCRETE TO BE CLASS A3 IF CAST IN PLACEY t E 4000 PSI IF PRE�CAST F ( I' *�. COMBNATION ., lR@ 8i G,}TTE1S #1A'�'atRYa. A RADIUS OF TGO FEET OR LESS .ALONG FACE OF CURB) 5H L RE FALL) FOR AS IIAT tk GOr>IWRAT"., T CURB t Cot TER, 4« COLT U!SE: WITH STAH4jZEI7 4TPFN-GFRADEO GRANAGE t ? 1 LAYER THE BOTTOM (IF THE CURS &GUTTER. 5]i1LL BE CONSTRUCTED PARALLEL TO TI1In SLOPE OF SUBBASE COURSES' AND TO, TK DEIFTTI. OF I THE FAV"EIMENT., P I 'a„ ALILOIWAILm" S fir r?'I.A FC7E2 THE: LI F ( `&. 15 BASED ON , OADWAY CLASS ICATII?N ANG DESIGN SPE10 A$ SHOWN IN APPENDIX A OF 2" Rt Ti-IE ROA14:pESlGN MANUAL Ihi THE SECTd(EN ( G N S URBAN AN Sr :ANiIARtDSe K. r 1 n� € r k I Ck 'I %F..�D, T.:-w -. F -----TINE:: BOTTO!li O THE CURB ANU GUTTER MAYBE CONISTRUGtED PAI-kALLEL ` O THE SLOPE OF SUBBASE COURSES PROVIDED A TH5 AREA MAY BE _ ICONCRETL .a MINIMUM DEPTH OF 7" 1�a. MAINTAINEOL AT THE OPTION ,9F TKE CONTRACTOR aPEO€FkLATICsN Vmrr REFERENCE COMBINATION. " CURD AND GUTTER'. RGQ &NO EWCE STANDARDS. .. REVISION BATE SHEET I OF' t'. V5 Ci2 :V!RQMA DfP TMENT (RMSPORTATIOIN Zp k.D:3 y �'*.'*• j'` SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. f P CONTOUR I ! r OF PIPE I ( I I — 1 SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A TRANSITION 8ETWEEN PPE DIAMETERS WHEN a METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. ;p NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE 'PITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PP£ IS ABOVE INVERT OF �. , SLOPE TO DRAIN TO IN 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 f % . PORTLAND CEMENT' CONCRETE MIX CONFORMING TO GLASS A3 OR Tt- OF OOARS£ AGGREGATE MAY a£ CLAS t EXCEPT THA 25 s Ce » VP TO 4 IN DIAMETER CONSIST OF STONE, BROKEN BRICK, I o ff// 1 r < rr .. •. s `f P: BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I I , �.. OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED, q DETAILS OF INVERT 5H!V'ING AS SHOWN HEREON ARE FOR EXAMPLE a , ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. I SECTION B-B PLAN I t I METHOD OF TREATMENT IN MANHOLES X DOT STANDARD ' METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS: (' M �0 'E & INLET INVERTS SHEET i OF 1 REVISION DATE IN'I 302 106.08 YIRGINIA� DEPARTMENT OF TRMSPORTATION i a Ua h O U n N Q : N W QZ) L Z zO Q� Z F� to U U U O to 0 Q. Imo. > LL- z � J Q cr.W 2 0� r^ > Q V L ct 2 Vi S L W �y W Ole 2 UQ OO N J Cr CM Q Q Q Lo W y 0) cm it O °C UN WO O O O LL cc cc J i CO a W ui Ln w coU N (� Q z O O� 2 M V W z 2 _ O W O �N, ,zx of vI �O G' / 03/29/2019 Jimmy L. Taggart Lic, No. 22841 IL�SSIONAL E��ltS V Q O z > Q _j z°-NQ w m W O °- ° U) z W O Q Q Q Q U z to 0 u) VJ � Q W z > DATE: 1 11-2 -2 1 6 0 8 SCALE: NA JOB: SDP-2018-00085 FILE: 17.0110/18.0505 SHEET: 15 OF18 I r U i �O n 1* COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FINISHED GRADE I9 max '^ v ^7 7 I E I`-%Iry 1 ! 1— ! ITT i T- — cT1—"1i1-- 1 5' GALVANIZED „ WITNESS Y) POST WITH I 1 � N Q ° , CAPPED ENDS PAINTED BLUE IN REMOTE AREAS N ❑ ^K"—_. ( ¢ c //F Q S T C SOFT COPPER 1 FOR USE ON ATTACHED $#iC FAMILY TRENCH REDUCER - -� 4 , 45' 9 _I AS DIRECTED. DARKER LOCATION MAY BE SUBJECT TO HIGHWAY 'DEPARTMENT APPROVAL. I � > ` Q Z O f%ESIDENITAL sRVTas aT aunt RESIDENTIAL ' max Z a� AND IRRIGATION SPIRMES. 1"xI"x1" TEE ° •. ,, w, PLUG j.�•..�1ljj Z �+ �I I FINISHED GRADE �O O Q. �Z w NOTE: N4 SWEATED FITTINGS *----2500 P.S.I. CONCRETE THRUST BLOCK _ Q oc J _ �Q W G CC 2 C VV w DUAL SERVICE , UNDISTURBED SOIL 19' MIR FOR ALL BENDS I �:C R WYE FITTINGS - ,>», '� � I t ! C ADJUSTABLE TRAFFIC; DATED tfALVE �I�X Wt I-z� Q p� Z V'K OJ 0 1" COMPRESSION x 3f4' MALE PIPE COUPLING OR APPROVED EQUAL � II�EIC IR I�II��# TO ACCOMMODATE J L1 Q J � Q CV LO __ ^ Z (D = Cfl I` TYPE "K SOFT' COPPER ANC:I C €I II CII. r ( i i (� � O U �? � ` � 1 N r M EDDINC � RF (�lltftL ! ? �, ❑ M � FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL sErimm wHERE AN TRRionom � � d ( W � METER IS NOT PRDV4ED.LL '° n Cc O ` L, IC I +v 1 ��II J SINGLE SERVICE NOTE: UNDISTURBED SOIL EDGE !! 24 MN 4II IN I - - - M.J. GATE VALVE i ; Q. uj U� Lu Q y N U 1} SADDLES SHALL BE USED ON PVD PIPE. OF TRENCH ,1 _ — _ — _ _ _ — _ .— _ _» I� P (,, i— O CAST RaIJ LID FINISHED GRADE 'c REDUCER 8" MAN / LIICiN N 22 -- ` - - Pc i BALL METER $ � PIPE IEEE C3@l!J C)IARLhISICiNS VCL. TEE AND FLUBS VOL SIZE OF �T} � t ,'�(�. (EET) =YDI I co 2 0) 'd' V w ALVF Box N w - -._ s BEND I 1` L II I _._ _ . WATI~R LINE Z O Oullm 30- MIW COPPERSETTER 2500 P.S.I. CONCRETE THRUST BLOCK-0- a • S MR 0 2,50 2.50 .011 t . 'C C4 � O W = CL lfii BEND COUPLING ,, ; . 45 p Z 00 2.25 2. 9, 0113 2 !2 k �$ r. O,1i I T � / W METER UNDISTURBED SOIL -� EDGE �_ _ g �„° 24" MIN ;, _I1 1 '4 1 >O 2e5C1 ..i O I � 3°6 .1 3.21, D_48' 25C7t� P.S.I. .: OF TRENCI I 45 2, 2» 7 CI;2CI B'22 CONCRETE' a 2`x 2' BEARING AREA. i Firtr `£` NOTES: L� VIE1N i 1.�....»...•...T,,.» I �'� t x3A Ge i.4d YJ'' V.. 9 ten* 3»I8 2, t 6 .3 THRUST BLC)CK � { 3 CORPORATION STOP r r : ':',t'Mi#'r r r BRICK AS NECESSARY a NOT TO �S��f LE € � E '� € !.636` '2ti 16` 2.67 01134 » t(. • N 0 CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. UELL> 90 +8:8 3,53 3.4 .83 SAND OR dust UNDER q;s x °.` `:f 4� DIAMETER DRAIN PIPE ., .�. ' , I2^ PLASTIC SHEETING AS PROTECTION FOR BOLTS: I „ 12'" 4 3, 3 1 5 0.43 183 4,OD 83 0,52 `� BOX AND SETTER (2^INCH (x 4� r "�• ! , sa � LONG STONE POCKET, VDOT j 4,� a 1 +p : ;, SPEC. 203, NO 57 AGGREGATE MINIMUM THICKNESS) • ' TO UNDISTURBED SC)IL C}N E�C}TH �{I�ES UI MINIMUM HORIZONTAL PENETRATION IN�' �`t« � 2 ? � 50.24 kl. r ,.�. ... .,..,.� ,,. TRENCH, OR AS APPROVED BY THE ACSA, 11 1f4 9s 3 2 �I. Ba18 ' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVE[ BY THE � , _ � G N ID T. IHI�U�ST BClcTCKS ARE REQUIRED WHENEVER THE I�1C'LLIN� ; CHANGES DIRECTION,CHANCES I TYPICAL SERVICE LATERAL INSTALLATION AC�SA; . CERTIFICATION OF J57. COMPACTION REQUIRED IN TRENCH. SIZE, LEAN END AND AT VALVE , . USE I g�31 CONCRETE,, NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ! I {��R >: /8 CX 1 METERS) THE CONSULTING ENGINEER SHALL BE f ESPONSIBLE TO VERIFY THE TYPE AND SIZE OF 3, NO CCNC E`iE SHALL HE POURED ON ANY PART F THE JOIN"= ESN E RESPONSIBLE TO THE VERPY THE TYPE Or 1 ALL THRI T BLOCKS, 4, THE CONSULYING INEE 51 ALL SIZE TYPICAL REDUCER THRUST BLOCK ALL IH Rif S'I DLQCKSY � TYPE CAL ATE VALVE NTS w � CON RE E THRUST LOCK z NTS' FICA, W—� - NIS FITS o FIG, W-3D FII� 3 W FIG. t4+5 TD-10 TD--- v� o TD-7 TD-•-9 E I W I O . V t i GOOD FOUNDATION MATERIAI ROCKY FOUNDATION MATERlAI. z o NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH ISINITIAL JUNCTION BOXES, TRANSFORMER PAL)$, PEDESTALS, ETC. SHALL NOT DE LOCATED WITHIN THE RIGHT OF WAY, VARIES ?4-dIN 24' IN ; I3ACKFILL--,,. „ 14 1/2 - i2 COVER LIFT NOTCHLu ------------ "1.2 3/'8„ o CD N o THE LOCAL STANDARD. fi� -r--•--iCl'�°-....-.-.,....-..w-�--1p'�-----•...-.•:..- i �, MIN °. .., MIN. MIN, MIN, '12r 0 z LENGTH OF BRANCH VAMES6' MIN z' TO 10* �r .�--.....•.-1oj------.� 5 BEDDING #68 STONE yM, WATER _'. ""_';2 * STABLE SOIL ROCK LTH of 7 vU, FT. VALVE BOX #TSB STONE � � SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL CAST IRON :LID STONES TO INSURE THE PIKE DOESN T REST ON ROCK AND - .. 18" METER BOX J%✓� I THEN COMPACT THE SOIL. OR PROVIDE A 4" BEDDING OF �� - `� � 42" I 6" GATE MN ,.��• #68 STONE, j� 03/29/2019 v,,Y VALVE TEE WATER SEWER { FOUNDATION IN POOR SOI ! UNDER --CUT CONDITION ' Jimmy L. Taggart 4 Lic. No. �0 22841 �� 2500 P.S.I, CONCRETE , • a" ;'' •p Y n•I •i f!kb: BASE AND THRUST , ' ., .r,",,�� P•* ` BLOC} AGAINST UNDISTURBED STABLE r LOCATION qI" OTHER UTILITIES (CAS, ELECTRIC, TELEPHONE, CABLE, ETC, ,t SIB NaL SOIL. STEEL PILE j 1 18" RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN UNSTABLE �� ¢ I INITIAL BACKFILL � MI g,, A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL. SUPPORT. EASEMENT WIDTHS, WATER OR SEWER ONLY 80' MINIMUM WATER & SEWER 301 MINIMUM g" SOIL � _ MIN. MIN. � MIN MIN. z #68 STONE GHANULARI FILL AS " "'�'^� ,..." 6" EXTENSION �/'� V J a- ': + APPROVED BY ACCSA Q • . •' � S ASTABLE PIPE SLOT O Z A C SOIL. OR ROC 0 NOTE SEE FART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. (2 PLACES} i z i it SURROUNC? WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2, MAINTAIN A 3 1/2' MIN, COVER FROM THE MAIN TO THE FIRE HYDRANT NOTE < I INCLUDING DITCHES } 1 FINISHED GRADE SHALL SLOPE AWAY` FROM THE FIRE HYDRANT AND f 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES,. I LL! � � VALVE BOX. 4. THE GATE VALUE IS ALL€IWE) IN SHOULDER OR BEHIND THE DITCH, IT IS NOT IN DITCH. UTILITIES CROSSING A WATER OR SEWER EASEMENT ;SHOULD BE AT 2. NO ROCKS LANCER THAN �6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, z N Q W ALLOWED THE 5. FIRE HYDRANTS SMALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING 900 TO THE RIGHT EF WAY, I i � Y .THE INITIAL BACKFILL SHALL BE) PLACED AND COMPACTED IN 6 LIFTS, NC)TE'St (1) A 1 3/4" DIAMETER HOLE I5 REQUIRED IN THE LID FOR TOUCH READ METERS. � � LL1 m GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS DNA(-L BE ALLOWED PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. IN THE TRENCH. W O O 5. BELL HOLES SHALL BE DUG QUIT IN ALL CASES, ~ T`fP10�� METER BOXESto (� � � E�-1 TYPICAL FIRE I YDRANT ASSEMBLY DETAIL � UTILITY LOCATIONS & EASEMENT WIDTHS � DUCTILE 1i��N WATER (5� �"-1" METERS) Z J � o Q N,T,S.. FIG, W---4 PIKE INSTALLATION BEDDINGNTS, NTS � Q Q Q U Z �n vl U NTS FIG, W-1 — TD- 8 I�IG, IW-2 FIG. W- Z � Q (_4 TII-1 TD 2' TD-13 F rr�-^^- VJ I t Q z W _i T Ir I I DATE: 11-26-2018 SCALE: NA j, JOB: SDP-2018-00085 4 F FILE: 17.0110/18.0505 16 I I I � SHEET: OF 18 I � i I \.% a rE 3 I;L `TE Mr1T= { SHALL ^ a�r�r e4Trc ; < , ., ,cy, rY .. (SEE��FIG. 5 COVER F) WITH PART '.,:SE_TPuN 0' OF THESE SPE[Pr,�TIOAS. y Q U —FINISHD �°RADE VARIESVALVE BOX STREET SURFAC` CR "DIAMETER BRANCH "`, G BACKFiLL SHALLo__II-1 r IC7h�-PAVED ARFA VALVE I I 1 I 1 I -_I11 T = "SLOPED TAIN ROCK MATER IA�AND 36"M1NTHAN 5" !hi AfY 0) op r� P N Q AREA'S r �`.•, � `� 6 '` `'�>•. f' Y( I If`')G- F,?1P.`fi N C� lj Q iP rar'. :. M,J,. PLUG 3 s,.;� €�I 3 A "sE S a ,.,-: <% . �6`1, O CIF? RELEASE VALVE 4 =_era; T La.1C1< y� � � :Yk�� P,_ 1` O== _, ':. MAX }# 24 MI � O Z VIIS - DOCK,). S FEi ING SHAM_[,. ° 1•,R,E1. 12' CLFARAINCF > � ' INTIAL BACKFIL L* 8"M =_ IN (6 LIFTS) Z r 1 � Ua ld r \ q ¢ BE PFFF- �F&IFr,t BY � BE`TY.rFEN EC S'DNC PPE _ __ EMBEDMENT � �� ISM •r ,: .<.;.<. -. r.' -.... R.vt,Cl<�k�..P :S''��.I�? :PY. t'e < . -... � m :.t• r4<3. �,«, t, A' ,ii: �zn IP» �...� C, �3 . s ° �,�" , ,� €� 3r.:c � t;,,,I..,�P , �,3" THOROUGHLY ICiRC)t1GHIw.Y �,.•C)iY1PACTEi� V % to O O,. 1 . —BE?t�I'J:.E �:'. s ., � , : ; b. M. 1 TO W PIPE r 4 -v^ ^. a'q' PIPEVALVE < � - :,1g,,` da �5, ash°e�C 4.k„i 1 � r cz- ?.� AIR DP�'blJ Pi - IALJL n 2 .. . 1 f ;., N� - .�t� y E y 'A' «T.:^.. t �" LEIM t`� a& �, ii'17 _ ,(R . SPRING LINE. a, m" d r'd..,» � «� � I OF PIPE f RUtJdLK COATED STEEL. ., . ..�,. j � l t= p = k �,t, � �� MIN BY I IAN aR AiaVi=> MECHANICAL TAMPER tom-[ ' t �` H ry e G is tA�'.+I�iJ3���IJ�i \,i N7� 4, -z Q w � � W W J J \ j — � �y�_. WATER MAIN _ � I �.` ��I � ✓'�r/ FITTINGS," PLACE NO. 68 TUNE DRAIN_-, �F TRAINED JGINT FITT NAG w STEPS CAST IN Et.�- i't @-,' ' l sll-,—;.1- 6�Nz »aa xr'i �,a:� r €-�.,', �9'.j, :'t<-'r <7 P't s",$b.L�t,£'ST=+„^ '' I� I��SSI LIr ,4 � II ! , ,�� � PRECAST REINFORCED j ff 6a J T—`I 1 :1.,i3�J E'F' Ca [.. .., °. te,>;','^'„ �- .. ..,"'°•wM.,..: J, i,,_ ":,3 p� 9g� �j .,�_.., . - i! BEDDING 6 trtax ....... �,> mI Q //V/) Lu 'w w O v+ N .... .... .. 3 ,<...<",.. p ITt.t� `--„+, I ifYes -ee } P E'I Cis. fl-L" ffs �ei Bv'S,s�a, .!' `"� .•W yr... ,,,�.mR.� Li�IUFiC��� IAI�II°°°I�LE BASE CONCRETE SECTIONS � 12 MIN ' . f , I i III OBI —LINE {d;l_L. ;°<� EACH)'='O" RING 5IMALS � 16'' MAX FOUNDATION SHALL BE � Q V O o p� Q J N -III—" � £ e { } , . , I f � £ a :, E r E s £ , : E < a ; , a 3 ' = e £ , e ,.1 f ..� _ _f. ..E },fl { } P SE §1.,13. i.l.lf>ilq 4 dfa t8,f, IIi. (f II1.1 fl}-}.¢kbfl. t+}.e F£t ��' ..I A-t-f F � to tR8 , }{} if ,i I.1 . I (TYPE _��_ MINIMUMELEVATION #1 .,,'i I i �O�'�, Y7 1 t? BRICK SUPPORT'S OR \ � \, ' MINI 11:..L ; OVI: S.A HALL AR � � „ DIFFERENCE ACROSS M.H. 5 4 ---0 ; .-,,-.•_. fJl., I €NI i E � REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) v ev \ Lo QZ Q co 2 co = co _ SiLIC3 CEMENT fL{:�d1I 1 — ,.[^ yy^g•� t�.t . �-'�ii-t.rr '� '� 6 E 01 as IS•• �,i'`v,, i %wO AS: .3£ I�n•'lAir"`€ #"e' ' w. ,drEPllf� E iIa FROM INLET TO NUTLET 'I, � ., <.,, r^ C - r CDR N H :`I f Ri{ aRONG G iR,0 � T 3k p U o - 1 l (J ' SHALL. BE 0 2Q FEET . VARIES OLLE RS TE VARIES �� r �_TYPE REAt D C IaPLIN ` DEPTH CIF FLAW co W C'i ItT TI ' <A -I. L 'BRASS NIPPLE 'AND PVC x E � � T � CHANNEL TO BE COPPER PVC SLEEVE a e CAPL€ t r E ,ra rE ,3.n .: f A DIAMETER OF'.. . ro., ... T,Y„` "LOW ! 4 =�, �.-. "'';.. .�,,k I `.a:`,." WRAP 1:..+'f. rIS Jf 3"'F4"�` '(48 H ; ' F S E W A MIN: �, G � ,asp,:__ NOTE ., t LUBRICATE ALL. THREADS, Id { f CONTRIBUTING ::-,I I.'. � J° ii ��l'.f�, °�, MATERIAL -"--CORPORA \ O LL � � OG 0� , -:;- Cr'R St ,'' a � � ..4 + - v I F.f Tl{ (J d,T[ F? p s T'.T} E., E.Al f „, STOPI it '• xt= 1 -A' ��� .<- f :i ,r'"'-, fit'^ ,, � , .. _.. ELF�I*F: 1='.Ialra:. FIIE. ��F�i;€=�€�:`., , d. d p/ -. . THRUST BLOCK -- � : EC., { �} �. OPEN CUTS I(d. PAVE g r-,',:. '�. ° ', ra L,E ,w 6- ..:.:I1ON— • IS _12 < {G (� - / 7 ARIAS WITHIN EXISTING VDCiT RIGHT—OF—WAY I HT OF WA l SHALL BE J a. W LJJ o (� ,I � '.z, ..�< .,. , M,,PED METER::BOX {SEE FIG. W-�7} I N ;> ,<, ,Y...•; nE,, A FILLETED INVERT F•QR A SMOOTH ,;� ,. BAC F LLED WIRELc� � �. -WITHU L rI r €:tTr3 TRANSITION .OF FLOW BETWEEN 2, FOR DUCTILE "IRON P VALVE Q y A PIPE N�. G.� A I"'E T THE BOTTOM OF THE TRENCH BE SCRAPED y F— 0 Z � ___�_N 0. 7 STONE w °B; INLET & OUTLET SHALL SI _. AND COMPACTED; A 12MIN, f i N 1 I E PROVIDED. MIN. 6" BEDDING STt}�IE SHALI; BIB PR II [3 At L STC}(�ES REIv1QVED C}R A 4 BE[}DING Q F N0. 68 �VIDED . O t� W � rn 1;1. FITTING �,,IE00 PSI .,,t:_, r.. BASE NC3TE W NO. 68 STONE 2" PIKE SLOPED FUUIlDATIOII SECTION . WI IERE ROCK IS ENC )UNTERED PIPE SHALL DE INSTALLED ON A MINIMUM 6" ,— M Z ` TO DRAIN IF w. �_.. _ ...... M_, «_.m UM AND SHALL BE BEDDING OF NO., 68 ." f t. F _y F-.3 f , , <,.'£ & +. 5 'r F s.,{ s v" £ 1 t I. 1. 1- t I ' ;. # £- i + i _ £: r i £. £- , f - p E E - i s- < t' 4 , 5 5 R R 4 i , , , E E. E 3 f 5 + t F ! a ,. 1 1-): I. 1 ! t E 3 13 E'. 3. i P { & s. s i. 3 E E £ + - 8: �t-�'i�`�. 1. BI;DC}ING THICKNESS REQUIREMENT SHOWN IS MINIM �._..,.. � GRADE ALi.��+5 ,R F.E. ;y...:. - ".."�� -„" AND!'OR.. TRAFFIC COVER WITH 1 is �• Y _.�. � 4 ;-: FOR.. 's , f,.;.. d '. .:: w«-• d 1'' A PRE A� I I`�"16�NHOLE CONE ��,r�D COVE? WI IH A'ATER ._,A�r ON NE BYTE CONSULTANT FOR THE SOIL CONDITIONS. PRECAST DETERMINED H STONE ' o d (� w Z _ID =, pSPECIFICALLYDE �t _ , ., f , :" I N IL s. "TEe)? w,..>EI',4L'Lt IN NON —TRAFFIC AREAS, IF $tbtfl_4_I E+:')t A:L„ . ,. V IES VAIRIES 2# BRASS PIPE EA, �r� c tla , 2 O b. SHALL USED r°';":,p 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVEW I LL I E _ I° ;I �,i, l=•.( I i!s..M S., li""<'1 £YL rz (" 1=„t'AV, CJ€,_VV ::r_4.°rr, LINE O r<:€_-C)I _ > " h. " } : +. i w >� � c .,,.: , I.� ..a. .� ... » � � . ,, , ,,, A 3 S T'll I. .. . FOREXTENDED OR NON —EXTENDED BASES. FI %_a, +,v�.TLR £� � `' °Tk:.,� /_/'� O C L, >` ;-� � _ :. , "_, Aj �.�,�. N€`t� E l{l �-�� � - S AND S SMALLER� � £_'� l E E PIPE, _} FJ�' aP�,TEI�LIIl�� �IvEr�,.LLtF TH,�,I I 1� J_E : i -; : � THREADED TAP �r.[`CrTI��> r' f:I� L. I Li�� 1F,. AI�a� 1a-1 A.r, FITTINGS. ATE MAIN AND VALVE r, TO BE SEALED 8c GROUTED .,P,IL �. F':"w1I�F; r�£ I3ELI� i�.� AIL L4�>'v�L I..It:�LF OF }.I�. L;>�rI°:�'ziii� Im'fPL, 3. ALL JOINTS, LIFT l-iC�LIwS, INLETS, CUTLETS SAME SIZE i _I_HE , , - C ., E OFFSET ,_ T { , o ARE � PLUG w '-I <� _ _, ri, - _ " ,. U S W EI?E JfJL „I,; /. �. s,�I P'r4 L� � ,h.1 9=JT E F Lfl FROM 9 THE MAIN , 1J `-.� 131 �IT_�TI�?Il 3. CuT �I�II"? P"'�>���wt���. T€�� T�`��--° ;�,�,t,.�- I_bF" E';,.`:TI�•Ic_� �%I_. `z-��- '���;i�I€;�� �} INSIDE AND OUT. a Ft lJ afC3 I� d`t SHALL cRt IIJ STALLED SO THE WATER LINE Cr,=E NOT SUPPORT _ ,-. a, :Y, O .,_ ,$ E ' Ht „ r. M.; C > SATE T ..I. . T I I 1 I �_rl...l a l T F i i II 4 "SHELF HAVE TYPICAL SEWER PIPE _ ::? ,. . , .: , .'F. z'I` „'ID THE � Al ,THOLE �d�"iNE. DEAD N ; x ( ( [ I('fl.) �`g , j q [ [ p 9 TE � TYPICAL MANHOLE SECTION BEEN P: di1 i� i.�3 ('x IrJL ...J� AND E.r ( Y E'S€E i I i�S "3 i1 !_., L.=1� 1"L =.:5_,.E f �,. ,.3i ... Ii�; I..I`;' T'x'P A : —: ?)?It f`,C�,Isl f aalT€f F I `.III SrTid�{1 INSTALLATION (TYRE ,',, , IN TRENCH € I r , �«fR,=�,NHOI_F_ F�,AS � SHOWING BRANCH TIE-IN v �1 r r'b 4"., (p i!� I ,..._ F ....... i.j. _ c � .j,.�..... � I '� °. ?` s •.1 :s, '.Y Y+ i` i,r. �,f t +.. ,_'� I. f '? f-'?ai—; f-t -ION VALVE AIR. RELEASE »l l� T la�� `i` ", „ _ —_N.T.S I�1 S l'A� NTS FIG:TS--3 �J NTS' I > ` 1' A I :. FIG, VV "`'� � . j'q }�f �p :.,".».....»:..,.:. ..................».. u>.w..,ww...wrwvuux >,,.. ,.,.,,..". I TE 1� . TD--25 —22 TD-°-34 TO -19 _ TLJ_E r r S- 1 #5 BARS a 8" C-C TYP, aT t 9 4, "_RAGE r•f, REEMPOPCit l POE) ENOA"ED N ...... 'OFIR,550C11 «R #5 BARS ' R IJANT P @ER GTHEP - ;•.a '.:•' MATERIAL AFPRtTVE[ BY VHF EKINEFR. 0 8" C-C TYP: :* .' wr SEWER SERVICE LATERAL CONNECTION NOTES: tDNtIEN.ITIN U`A VARY WITH MANUFACTUREWS z 1. WHERE A SEWER SERVICE LATERAL CONNECTS. TO A MANHOLE NOC 6 GALVANIZED STEEL STEP — E'QRR(T5X)N FrE515'TAJ`IT • • j ( • AND NO INVERT ELEVATIOhI FOR THE SERVICE LATERAL IS tr,,la> I I I 1 I III r OF SERVICE �r � I � : > — -- -- .—^ a "> ' «. , I ( > f < - O � INDICATED , THE TOP (CROWN) ELEVATION THE � FRAME 8c COVER LATERAL PIPE SHALL BE AT LEAST 0.2" HIGHER THAN THE � �r 'f �''' ; #� �E1N�a�'"I�' �`�q + [ I = A A SEE FiO. S—I—Dr I 1 I 1 I -- Es B .M1A z w TOP (CROWN) ELEVATION OF THE THE. LOWEST PIPE CONNECTED N�;r>'`' `� � .,�Iw :r .� r STREET SURFACE OR TO THE MANHOLE. TYPICAL �4_; 17h`I I I t_ i I 3GIr n14AaETER +" F-t Q NON —PAVED AREA 2. SEWER LATERALS' TAPPED INTO: AN EXISTI+IG aEWER MAIN SHALL 1 USING A PIPE SADDLE,. SLOPED AREA BW CONNECTED �. - I I I I I I Ti = q 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 21'aLn z—D RUBBER COATED STEEL STEPS FOOT z 1.D„ MAX ' CAST IN PLACE (1 f�= PER w "- A, ALL SEWED LATERALS SHALL HAVE A MINIMUM COVER 2' MIN ti 'a y,r �� j ;. ` PRECAST REINFORCED CONCRETE DIAMETER OF 4 . rr A• �• �� SECTIONS WITH "(�" RING U' SEALS OR APPROVED EQUAL 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER � ='y PLAN STRUCTURE SIZE AND ALL THICKNESS VARIES PLAN Z OF 3 FEET. -0" MIN MIN I'7 NOTES; THE DROP CONNECTION SHALL BE SALT @ it `s - TREATED f,I<- 4`0" Ya'IL7, E3x. RE:t.)LN4i ;E5 INALLWI5E N TES QIA rt. PLPTH'' OF •.- '. „ DUCTILE IRON PI,E (GLASS 50) �' c c=E, ��Lz,T�R ir'� �a� aTFt�Rwi� H�T�,� �N Tt�: �L �s. a " 4F??:.CL PROTRUDE TIC'" EF:[ t.4 Iha�u&l�E FACE OF 5 BACKFILLED IN 6 LAYERS AND 'x 4 ALL sTWP:a � �•::! .;t:-•:-�:+-:,t ., ,> _ ; t= • ._W u . .. .. .. .1- COMPACTED BY HAND TAMPERS 4R FINISHED GROUND `--� MARKER STRUCTURE wrLL. :; . � , a rn 12; MIN BACKFILLED WITH SELF COMPACTING y � I &aA;xIiAUF,d ST {P.ACINC, TO E 16" C-C, .' `: � M f 16 MAX STCINE, �, :. :. CLASS A3 CONCRETE STEPS SHALL 'iT45T41D A NW,4yg9 FDiR£ E OF t ? r`OUND"i NHE€"d CLASS A3 CONCRETE A; O Val, A p kTE 3G G �"F 7M THE A ni THE SUPPORT, A 5 >SECTION -':A o e" 4 STEPS ARE TO B£ `VERTICALLY ALICKED A"101 U£ 1:=OBM,AL'r' SF'ACEEY Q MINIMUM ELEVATION DIFFERENCE �\ FUR THE ENTIRE DLPTH OF AN STRUCTURE, NOTES. SECTION B-8 Z 12"MIN. 1.2"MiN .TYPICAL PICAL. SECTION � ACROSS M.H.M.N, FROM INLET TO M PR AST UNITS, STET " r.,iAY EX CAST N PLACE, UORTARE-0 VARIE .DMAN S Fi Y VAR, %itH = 1. THE STANDARD SAFETY SLAB tSL-1) TO BE USED ONLY WKN SPECIFIED OUTLET SHALL 8E O,ZCi FEET t �fd11£ TLIPEI 'c. E OPe.t INTO LES FC ' iDEO ?Y THE FACRtS<Ar` R, C Gk?4`dEh{, CN THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE: DESCRIPTION. fO IN THE PLANS MANHOLES, ` *> a" + fORIMUNI OF 3" EMBEDixENT �T�Ea pIFT�F;rd4 If2e GirwiEid . rP'J , t t;dFl;sLrtfiT CCd. J? rl CEHlrLa JJNCTiON BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, ?' A FILLETED INVERT' FOR A SMOOTH > FROM THOSE SN',OWN "9f A IS O 6E USE€x" PROV DEFT TNFY' IAEET JATHE OR T QMSOF THE I SAFETY THE SPACING 4f hTED r CF TOP BQT STRUCTURE SLAB:i' StiN L NQT a; Tf,Ai.TOiR NAB Fi F41?H U? THL fF,U'FdL'ER a'ITH' LfET,AILS ANCa ANY INLET PIPE OF 30" DIAMETER OR GREATER. • •�, THE h IMUL€ P QUIT«E�9ErT_, ,Fif AP1 HLRE tJ AN© Ti<L TRANSITION OF FLOVi' BETWEEN °Y �, 8E LWO 8E OW ALTH OF ( •'. ,• - INLET cYL C7ULET PIPE SHALL .BE PLUG END O "^`. •, • \-,� ( a;:"�F EfFiE✓ TIES :7 RE ORTS Or THE d''FiOPOSED SUS-SHTUT.E, AND HAS + t'• -• �D Fl p wRivrEN ,APPROVAL FRGI,i THE EfICANER FQR 1NE Us2. THE COST OF THE SL-i IS INCLUDED N THE COST OF THE STRUCTURE: s• ? PROVIDED, MAIN LINE SERVICE LATERAL � � rPl 5VCH :STEP;;. SEE CAST IN PLACE DRAWINGS FOR FuIZTHER DETAILS o � 3, ACCESS OPEt'NNGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE 12}' . ° ': a.: o- ° s' A'- OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. P' ,. G SECTION 0 THE. M5 BARS it 8'" C^G TYP, ,r �� d. ALL STEPS IEaST.t>:Ll,cr SHALL BE PROVIDED WITH SII REuI TaT e = rr. SURFACES SLICH ASS BUT NOT LIMITED 70, CORR,UCA-EO KNURLED, 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE O \ ✓ I C1fZ C1WIPLID SURF LIES. 'M1/ D A F LARGEST CLASS A3 (3000 'PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI7, REINFORCING r STEEL TO BE IN ACCORDANCE WITH AASHTO M31. PIPE IN MANHOLE t j b LLINiRNLIiw STLP> . H,LL CIE tC?ICftr1'tEC 1,6 tal C G�F1:z sYl'YH E € 1 s AST M 8221, ALLOY Y r,'D 5 `T5" 5. ACCESS OPEhNNGS MAY BE 30" DtAMETER OR 30" SQUARE. WHEN STRUCTURE r= - € r TH.A.1 PORTION QF HF '��tiEP ERC:A-ED IN 'rAt�SONRY .'rHALL PF. � � ."""'"7� . "^.�"► ^!' ; .: _ WIDTH IS � 03/29/2019 Jimmy L. Taggart gg <^y �.<�` ..-�,\ LESS THAN 30" 7HE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE MIN> BEDDING WITH NO. 68 STONE ' � 'COATED, WIDTH BY Lic. No. Ct) U`IFOThAL`t ,tlTfl" Aef1ITEMI�ttli ,SC ENT T Pr° �' O'F TCS 3O°` LONG). qp F1LLLtl ALLINtNUM. F,OMLI TL:D COATINO CONROFiA4NG, Tr, FEUTRAaL 4 A 22841 `v NOTES: ,> Sr"E, IrI �I ItiTf7 P_ { - Cl .3E i. Y ,I �� TYPICAL PRECAST UNIT CV � 4� °. 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE � ALUMINUM STEP EH 'SIONAL SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS; ` 2, THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE _.--- xv�-� SPECIFICATION z?T`� € �,T}?M EXTENDED Off NON -EXTENDED BASES. TYPICAL. CONCRETE SAFETY SLAB FOR DROP INLETS, REFERENCE 1 ALL JOINTS, LIFT HOLES, INLETS; OUTLETS TO BE SEALED � GROUTED IN LINE WYE-TEE rrF��+f� Raau ANo BRIDGE sTANDARDs INSIDE AND OUT• SHEET 1 OF 1 REVISION DATE PLAN STANDARD � E P MANHOLE AND JUNCTION BOXES 302 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE --.— VIRGINIA DEPARTMENT OF TR,Ld,.FCQrTATIGIN NONE 106.14 VIR INIA DEPARTMENT OF TRANSPORTATION DESIGN ON SEWERS WITH STEEP SLOPI~S. — --'�� VARIES .. `i � `." k.t €tCJfA PLANS RAIL T'ifd' F'E= tAJt• I dw' hIR-i - - �`I" ,.,,,�,. 3S`'r'-2 ..,��..�.., NaAX. V„ Ci 9 i NIPS, {'CPE, PICKET tE �Osn,d,,,,,,,,�,,,,.,,,,,...,. Ripp"iN f-i SOLD Ixil.'FtiET TYPICAL MANHOLE WITH DROP CONNECTION I � I — ---_ SEWER SERVICE LATERAL CONFECTION I � I 1_MAX,o Y SAY, b- "..`s CA SO ID STEEL V400TH �- _Z U , I I €t A ^�FNT TnabF' d �aE5 fT F4 EF€EFdT€ FtJri s i N TS N <T. S, �� .__,",,.> ,.,,,,,�.,,_,�. ���,,,��.,. ,,m... ,K �w...,. ,LI >��,,. " , _,n,�,.,,,�.. �,ti�,,. , ,r.>>.. > , M ..>.. „. I � € I €III I I I I Illfff , Ij €Rt�I taE1NO FIG. S�-I—{` FIG, —2 _.. ,. EEsL•E F E 5Jl PAVMVl r1T I _ _ E I._. lm. I iI.`f,Tkt.;)f: - �. „___._ .,....., I2ft! t ROD 1 s x .z UR ill sf*01'0��I.otcl ^,: r� ' I I Z t f � C' TEFT i;N;.0 !r1 FI„I Ii;JrJ Tr'Itt�"`5 rTl" ,d'« ,,,.'.� ,- TD— " C " \ ry � ° , ' � _. - IRTERVALS NOT EXC.fF[DING ( � iiiR< TO-28 a s ..SIT KFF 1 %" °N I T80 TS 4'' Cs.a::�--,...F '. - ,.,.• e„ ,..r f ITY`PJ ; I J N Q � TACK +CGIRT THE e RtIRC E 7 <,,. W ,.,r�� � .:, l'.•4 _ .''_�,—•F''C2w-1 i r.: PA€Pd hd"E�"s !a'..T+ fAata,r •.�N,f;(e slt4i) Pir:'E „0115TRUCTION :JOINT En>J*Yl: it; <,, f'E+r",L"r LA `r�k'3 €'•� i ; : f'RJa £ ,:;r: L`.,. ASPHALT L Av'_i'2 „n WALL < �I7 SCHEDULE Ia _ j - RE I ANAIG WALL * RA1I MIN. NPS f 2_ S r 5 O:D.1 40 TRIPE �._,✓: PANS4)N :::.,. „ ° wy c G W -. - ,, •JOkhd PICEETS r IN rnP c7 G 0:'," + C F! 'JLF C r^l F ITV: `SOLID ' 'TELL kvLdPtCt F aD W ,5h1OC++'IH EXISHN6 SIUfUASE I PROPOEED SUL�RASE HIS-1 TYKE III�EDESTRIAN RAILING N H3. -ULRS ,:' R I (FOR USE ALONG SIDE�7't4i..KS AND RAMPS) d, e „ ._ u Y,a..... .. , w -: ,.� .-, ,Y ,,,. <. ,�, ., ..m ,,., ,U,z 1 SEE ROADWAY` FLAW', •, '' OR TYPICAL SE:LT tis __Y ' ' ,�G'iair•rts,-fED 5���; f2..�dsF € 'e i �3 .. it �..,�,r`" k n -\, MINI L(.?N W Q O �. 1 w 5 i` a' I FG+f� P7 TANc,E TCt I;Ac DflF` ,.FIFE€ •4TJ H1Pc--•ti � € F ALK O R SHARED GRPPOIC RA4 CONSTRUCTION JOINT III TAIL st' PATH, . NFS �?'Ri`isS 1j �A€H NP5 l4�tb U.O.) z('t1EUc`L.E >3C P(F'4 GRO NDING, RALS • SI,✓z VIN, NP9 0.907 0.0.) SCHLOULE 40 PIPE ' /� U) � Z vJ w I--{ �~ E•LEr`TR'0DE HR-1 TYRE I HANDRAIL #t`c'xR UDC ALI Sl`Er'k? i.�IN. 3 BEfriOVE E.�'I`_i?ih1;a ASPHALT L,,LYERS T4`a EX1STI.<F, yU%�t3aDE :-NU€ CEP:.".,F w'IT?T P-C{a7E?C=`,'aE0 :;EF'}iIS.T 4�r10ERl%rd0 LAYERS �� `lr N., !`ZIi,iTk:j^a O rr xel e„ , 't"31.`aC STEP, �" .q1.�. s=RLlf'F?�...C1 N€rf=.J { 3 ,� 1N%ai THICK si,�l',-,1L4: �tJRi-`,�`E t;GU,:S< S EE. JTE 5? ,. s MOOT€i BOUND rR,dl .� i SeiC 3 iFT� TC; SHALL v C}u T D xittJ LT'TAt iNC .ALL � >.; PECTS Of F`ABf-' ATIJ'''a r`140 i¢` S ALLAt€oN Or RAJ�UNG; U : y, �e�,__ _ _ _ +uL,+f`JC.rE`TE Ff5iJT1P-JG P,iiNIldLiit 1? tGFIE.S', 0:`? flREATLFs AS NR.Gc:;A.N"! 1€J sS3.=: TFJ' FL)€.L T iC:IihJfaFi C,'"'F EtiSaTIN4G r";'aPI`T•xJ.T !.A'Eii:J T". «.:f.. �' " AS I,}ETERh01rdED J's' CODES ;SEE HATE 3, BF DES101, D BA,:SED ON ��r ,. �I�II�I�II'J�ii I�A�I -AN<-Frt1 €f°1£;LUiTI`•€Cs Ev_UA�di;iZL>E`„: t`€;tUlt?Afl NS F'OR °AP'4~"''•.Ri)VN BY - s R ' O�Tet1iL EhiG1FdEER FR10s TO Jh�ST�!.IATIJN. if31� AhI�� SHALL ' BE SIC>FdE Ci A3iC) /� F[) Cat A PFdCf f f S 14,4iA:. I tdCi i C:R> z 2 I— w #GL'ts kFCR I)5E FJ C 9 E:C'E NPJ ,OIL t;'CNLflfoi'4S,.. %rT • Ofil'P3N� It"3L SHALL SL t'HL allsEWjiLK OR k;mp IS>> AT'1Fi PdP a? .af f '-5;i%ik tVCs A fA LA I. C'FSE� PC €'*'tom`(t,E ENUi dEEk3ly� 1:^d IN' ALL ,i�Hth' iH' <.GP,f3�CTfJYVEP`',LT§i is?' 'tiIRGP`I€{k tNoVDES AN QUo. K,, RAT' NC, COMPONENTS AdNL FASTENERS SHALL BE GALvNNZED U LL TO OR GFTEAT,aT TH:AJN IN PERCENT CnRPFING Af 7ROANCE W� TH TiiE CURRENT ROAD A;z`"3 8Rti)GE SFE".�.F ATIQNS, 1_ I— EAI;TPI FCIINI3ATI(BhI pETAIL NCITES RAIL WId.t..'93F I ClDENT s .. TLI THE CAST OF 10 A"HaEVE A UN€FOPh4 €OAsN" ON ALL SURFACES VENTING AFND i _ (FOP US,E WHh TYPE II & MRAL4,03S3 THE Rd^z *0 1, A`>,'PHAsT PAL+EVENT WID WNW SiiALL. HAVE PAVEM HT DES O " .h1 ACCORDANCE V £.>< CURRENT N 'A'Gt,T PROCEDURES AND BE APPROVED BY THE Fflf-JEER. ujRNNA C HOLES' FQR r,,,,+,€,-V:17 QINzIS SHALL. BE: INCLUDED IN 'I°sIL HMI'�,.R>�,Y�It•1.Gfi. SHOP _ i ii Q 2, €FIE P'AttEritEr-dT-ESiisl"e f+:h �._P"ri.r,LT F'AVEai'PvT- i4CDEN1:`:G Hz.L'',€EET Gil E?:C:EEL' T E'L:E'T"2-:S ;iMv t`efRES .�= THE I_�,',_T�'� Y3: €.iCl.�.eCNG'. Nrti,t,_Lt'N`T. 3, ALL FASTENERS SHALL BE IN ACCORDANCE. AYITtI ASTPA A C /, 5 3 i EiCLYS aHIIL He IN .DAMC AND ATT / J Q SVUI WCRFPCE DRARNIA(E OF THE LX10INQ rV4G+ PR101101ED PAVDAENT SHALL OE r0Ql E55EC N THE. FAVEMZ T D„�ION> - MAX, ls'-0'° fu36iY{, t)'-0" I --� PICK . => -. ,. - ., :, «, r :.�, -- ,q. _. ..m _ , - .<-- <- <_<., - TYPE ., .. w.. „ �. - ! , G.C... q ' At(=�a' Ea16TE I ICKE a i 3, A. V1 ,ifMuM OF >; REE C0FE.s SHALL 6E TAKEt: 4-CiNG THE C&I ER 0# THE ADJACENT TRAVEL LANE TO GETE.Rw?,% iF'E EYPE AAICi TH;CKNESS OF ExosTlr4G - t,. I ",91 4" ACCO TO U 14, RARE aLE r{,uG L,gN _.{ AC'L + DA4 r WITH AA�HT43 6tia4, OFiE: 3u. t 4: :A, 4t4EWQQ 41C,I -DIRT. , Y �7 _M Fi2.., h9 V .. T'�: APPR V Y <. $1If',T`>Ri ` OR e3ET.ltiN(Ny=. S E `? €30 � ...�. ,.:3 . � F..< ':t`t.i0,.1. Z Z F" --` A - r<, r"r.-=* c- r'- - t--" :--t •k,.,., ,'r ;;z""''^+", I s3''Ik...1. 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ACCORDANCE ! . : _I 0£ TESTED A 10 T Alu iT:ED E 3I CCCR E dTt ..I rEtAE.O..s O. ,E4Ti a5 THE I; I f Cf DE�l0I`,RVI FT rASRRCAT.kNr, TI*E RAUNI;, }U0HMEN ATIKJ'N FLR8L R,%lL E.ti- ,t x, r 4UItJTw r4.P 1«i TH E Uru UTIACFIJfRLR VLF:WY' N� i� °A; E"'f O lf' Cf REGIA EVENtt, ARE BOLTS SET W7V THE R:�af NG SYSTEM SHALL FIE S .W77O W4TrR THE Rllf RVAL NQ1 EXICIEELNO S" MA , ZD FZET, I N T1 LAt Ory C LIO %;S .A; APPROVED BY IHI LNGINEER ita AG 'aRDAY 4 ri'M NOTE L 1 — Ntsb€' fviw CPS (`_ 37s `).LI g ck"'Q E IRO PIE PETr�,Ih:1C"J+.: 1N.�LL i�,+§I � ? hfl{i rEF S,a ?a a�.43 5{ tlEiaillF 10 PIPE " iO Hs1se',3iRAIL tCT BE 14 ACCORDANCE WIRA iK_ L4Tk SE EDITION 0€" THE t1ii�i,�Jv>A UF,'tFG3�fa �` RTES� G ?tA.1.�ibL1 CO.,F,,, DATE: 11-26-2018 SCALE: NA < Ex¢ ANSION .JOIN`r_,_'' CThi T., LlIB t i5.l.i " i"J. .s s;r$F;l)t3d �A<i P ,00 �f''ta1ltl..'�OL4D `�rui_ ^,F)o TH ROUT€i3 E \' IE HS HK,2RNt I5 C: B USE',) ONL,T" AS A FIR0€ECT0N FOR k00 �_rGp utv)oll; PEDESTFINtS AND SHOULD N0,T SE PLACED IN JY 10,f'AJV)N JOB: SDP-2018-00085 R-1 TYPE III BICYCLE RAILING C E'3_Et`TPON WHERE 1 MOFIT PSUBJECT I0'3 ANY W_HICULAR I49PA a I FOR VEHkIlULAR PROTECTION S"TANDAR., "; ARDRAL S=gOUIn FILE: 17.0110/18.0505 x.FCtl; U.,,-L ,�I .f7.NC> 6t Al 'E:€1 kJ :E PATHS) , xc8 CSE€^S, XVC) T 8PECICICATION P'Ee Tit AT"IO14C A COPY C,F THE ORICINAL SEALED AND NION ROAD AND S ICCE STA>: V.D ASPHALT PAVLMEINT WIDENING REFERENCE REFcr, Ts F STANDARD HANDRAIL HEFT < REVISION AT FCtI WIDENING SUBJECT TO TRAFFIC Ic ` METHOD OF LGC TI,IC � DRAWING IS ON FILE IN T : CENTRAL DFs CE, AND ERECTING XVI CT 2 UA wdli BRIDGE S? fJL FGa 7 t Tts I REVISION DATE SC?FF s i OF i Jv.c2 Vlk(t J=:A DEIFA4i`tMEI } OF jf RAN_PCjPTs Ti0N 1504 VIM £N,A DEPARTMENT t F TRA.N.S'PORTA-TiON. 7f11 SHEET: OF 18 dol,DS I i I I T I I A I I I I 4DI't: WHIEN x 1-`--'C�L'2'M?k,'i A,j,'SESS RCUTE - 14---l.- Z I . THE QRW-7j'A SLOPE SHA,�L BE 2' FOP i �,4, 1 A WIDTH OF 5 FE I �- I R� �, A— I �.� i � E SURFACIRG - ,�,�',,,'A,DiUS TO BL AS � _' c! C i I AS MAINLINE R.C�A&Wk'-' ,--,EE f,40TE 31 1 1 I SHU'AIN ON p4mjIlsl - 1. WHEN USED44, CONJUNGTJON MTH ST*iDARID CO-3 -- - - - - 1--i -11", 41, I -A-- I I Alus, TC, BE A8 OR CG-7, THE CuRE, F)�CE I`v-i�' T'ff,,S STANDARD [,'J', TO �-- -� S�J,',',��,,'N 1,ON PLANS�, ATCH [Ht�, ,M3jUF0A8LF- CURS I I i , I i COF1FjCL',RAT�OjFJ '' I I, r `2 OR C 71 , 1,14i """', ,;;�:6 �iE ? A �'� I �I� I— - - - / 1', - - 11�r 1 A$` � --�� F 11 11 I �11 n'� . ', k " , " 'I - , J' - /` �,'F�q Y ,,), � 1�', ,�e` ,- SEE STANDMI) CO- '�� N-`R CUEB RAMIP DE5 %I TO 5E - -, -111,11, I ....... ,;� ,,.,� - f � % �- ',& �,;IP,,C,WAI�k USED 'N',';H- TIME: STATiLARD, 1. IS ILI LW A� ?I /" "-,� 'L I ,,,k'- ',�, I , � 1,�, [I SZE W I I - ---- -- -- -- ,/ / " � � , C4 1 " "" NO TE 5) 'OP" / w I ",IP-Horo,* \ -'-'� UNPAVED -'FAcE I j- 1, 11�-- ,,�;V�l / '<1'-1k11 3, MARNLINF PA��EWETJr SPALL SF CONSTRUCTED 'TO THE ,,,,II , FLOW LINC 7�-�-,. P)vi 0NC 4C;XCZP1` AH, �u- LIRADE SlAOLTZATION Q � , --�l . I ,� . - -I I � - �� '-U�Rr�C, FCR MAINLIN't PA�ejJENT #HIGH C,OT HE 47�Z-Z I , Z�� , ----',-- - - REQ ,,, - � ,N - �..111�1 v, ; ',,---- 1-�EVPANS04 r4ATM, N I T.RF 5,NTr<ANCFA I 1 1610, f zzf -- I I I f �j,,, � -!-I i0w,IT I 4, RADIAL CW9 OR, r.f.fM,r,A1I0N, j',�kf',8 Aflu GIITT�-M �- - --- 175�---- - - -----------------�--- --- -- ------ I CRALI L N107 CE C,)t4j'KQCf�(� IDEYCIND THE RVIN LiNE . N, TEI 1010,1H "O" ?''f)" OP AS I,�-o Vf4NLTI,,4E ROALYIIA:j EXCEPT FOR ,REP4,ACi:M(rir PUIRPOSC�:,,. 5NG1,Vt4 ON TYf11IC,4,, 5ECTIO`H A -*J I PLAN VIEW 5" Ifti"I I Ht 5t,'41LRANCE RADII CA`QUOT ACCOMMOC)AIC', THE, '" I I I TURNING REOUIP,ITMENT,'l OF j;N`I,*PA,TCD HCAVY Mvj,'X. VNR1L---*,,, ROADWAY SLONE-7 TRAFP�C, IHf IDEPTH, 'r")i,i sIt;zwkLK P. CORD PAMPI� '0� PAf1`ARC,LJC CURNE, �ENTRAIICE QNL,cj p Wlltijr� THE L E -,MI.TS 0 Hl� PA`,,qS ,�,A 4 � . a Ii ,ILD, RL I INCREASED T(') 7': �%, CG-13��, I QAv1' OR ,,� � , X NAX, I -, 11 O I 11 I � I I ,R)"'I" I � 93, PLAT-45 ARC TQ N�jt�,A,%' *&Z6 10I,45TRUCTION OF A FLO�jo,l ",:.. �= 4 I`15ee I Ic I I . I OPIIONOL FLOW LINE *q.�-�, , 'j-, rvAjFCE f, -- I F ,; f, d -4- - - -- " F -4------- 12"111- 112 ... -111, ���=�,'=- - LINE IS RCWIPI,T�, TO FROVID- PO'SITIOvE" L1R,AJjNAGU AICROK'S, , -�,z,'�� . . ... . ..... �, --�, IHE ENTRANCE. � I - , " � 11-11-1111 I . _mZ9, TNc-,913)ADwNr-1'- A- I - - �--J� . . ...... -- - - .- woff, 7� � I "I��-,,��,-,,",""""-----"l-. -, ID B'N mp� I , 1 . ........... . I - 1 ��"�,,!�,7�,, -,---- - - - 7� THE OE5��F,'Aal.,.E NN,IrD 10AXIMLIM CNTFAHI,'�F GRADE�CHAN(��-,'� C AD- 1'41�V�G"�-� 9 I ,�D 'R i . , ,� 'D 41 THE Mx -, � ARC LI�TC - AL,LOWASLC ENTRANW U "r I I I ........ - 0 TABLE,'- P4-%", VALLJE,`,� ART, NOT APPLICA&E T6 ,sipf,TET 11 � � � CONIIEC, � ION& I I I.. I I "' "' ... ,�,;;- ... . � . . ..... � .... *�xnrL'=x,-, -, -'--'H , I � � I ,C(IfAMERCI.AL ENTRINICE INTERSECTION NCTLS - � II WFL-14 CG,]��,':� U`�LD� FOR S'TRIEZ I CQW,,IECTION"S, flIlk ffl ICONS'TFUCT GRAOt �t . -4,ANI3ES WITH A, PARABOL,C C�-,R`.1-,-, 100NNECOTION Pvll.,��T Or OE'�I,QNCO I44 ACCORI)MC;F W;I`N$ , AAjS-HTG, PGur,f *40` THE APPuCARLE p,rij4l"qr�,(,,'�mf,',�ll""�, I � ,SECTION A - A I , 'Of �THE VD01 R,OAD Dr' -ICU vwiux�licuI 'jN"PP4,�, i�-,�AL(Ie- . SIGHT b�fktjcir Ain, , ,,-��,i,-i:�,,,D,,,P,c�st�4,r,6� it� 0PTk:IF,IAL, CLOWTRNE MA'i" ,KC,LIjfE, 'NARPINt',' 61' A 1--i - ... PORHI�9-1 C11f, CUI.TEF, ra Pzovc�,,f POSITIn DF4zJNAcE I Anpooss o'c vlcv'�A,C��a,'�N� I � I . . �4' i ��� � 1 -----2--------+ � I . I I ALLOWABLE ENTRANCE: GRADE CHANGES '�,"""�,-"",-,"�",-�-�-1-1-- I " """' � ; . `�-' � ,,1,,1,' 1,�, 1 -�,- , --j- \ , � V� 1:1 I 'I, � I -- , C, -- .- ------- 1, -1 . 'Fo � I GR&�'Iw c "m"c p 1-1 I - 1ID11 I � , �1 " � CLASI'S A,3 , - , f ... I , . ,L , x I . I , 'b-1 ,�, I - I- � 11 F N � R Ah � "I'Lkor ';E V� I � ---- .- ------4 - ' I r1b11.1.'II6tfJ1L1 -fAAK3,ccMjA4 , � , I I 1 __,u 011�So , , 1; - 2-�- ,-- - I vr,I� � -1 , , 4 -- , CCTIICREn� :", , ---�- � --..--- 11 - -42- � , , � ' ' _ , HIe.'H """ % 1% 5 f� �,Nym vf,Cl � I _!V�A;, - I - -L' � 1 � ---�?�-OIUM . �""��-I,,-- ,�P, I I 1-1 " I 1�11 -1 -1� E I I ", ��,;U U I &, 3 X 6% I" q�, SECTION C-C I - - -- 11W g6% � a � � % I, L01w LL'�'i,�' THM 000 v 0 - __J - �� �, L� � -,-I X-� � p c 11 r, -- I NOIC� ALLOW'A81 - � ENT,qAPIC'� ��'RADF- TARLL 19 004 ,-;aa� APJIL� IE TO 5TREET CONL4FICTEDIA5 I I SPECIFI,CArION, I \VDOT RtFtVx1<E RON,40 ivIC, br"IDGE S11R,&,,%*D,,--" (CONNECTIQN FOR STREET INTER$E.CT�ON$, - , AND COMMIERCIAL ENTRANCES: � �)4ffET I OF 1 , REVMON DATE I 41 ,0 2 I- � .� I I VIAGNIA CEPARTNIENT, � SF IMTSPORTAMON 07/15 1 203'o'l I I I J CR-2, 2A � )K 27y4" MIN - 28Y4" MAX RAIL HEIGHT � 1 3, �1/ �, I - 61-311 1 51-311 I I 3"M` I 31-V,�` 1 3`I1/,2,, 1 'I 2 1 i ------i 7 - -L �- If i =I,=- --..- T- ------- , � - - ---- . . . ............... . . � x i � - x It-77 - 1, I I I � I �'/ ,�,,,,��,��11���,,�'VXY I I � = - ,,� , "t �01>11 ��/,�,/-"/-��/�l"/,�,/,��,,,��, ,�, , � .. .... .. �---,/,�, I 1�1- ll't),/\�,��/",Y/)"T�,,�-,�"ITT'IYI"l�'l)"""�"t�T,�ll,� ! : t i . 1 1 1 1 1 1 1 i I I I I I I I I � � U 1i I 1 1i . I -.1 u u U 1-i �i GR-2 GR-2A (63" POST 5PACINQ) �3'4/,' P05T SPACI14G) � MAX DYNAMIC DEFLECTION - 3' MAX OYNAWC DEFLECTION - 2' i i -- - I i I (C = DI � 9I 4 � (? .� � NOTES: %-J- E � ! GUARDRAL LOCATIONS S-IOWN ON PLANS ARE APPROXIMATE i CNIwY AND CAN BE ADJUSTED DURING CONSTRUCT[DN IF AND 1 AS DIRECTED BY THE ENGjNEER. t � � t S EET NO, 501,05, *,OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD t USING NESTED RAIL. USING ADDITIONAL � RAIL ON BACK OF POST : FOR DETAILS OF RAIL ELEMENT.RAIL SPLICE JONT,AND � � - . � ASSOCIATEE HARDWARE SEE SHEET NOS. 50.1.031 AND 501,02� � x WHEN NES I ED RAIL OR ADDI TIONA1. RAL IS' PIL ACED ON BACK OF POS I RAIL ELEMENTS ARE FURNISHED SH U II FOP. GR-2A THE POST SPACING WIL BE 6�-3` BE YWEEN 5� FEE If AND 151) FEE I, I ALL GUARDRAIL POSTS ISiALL 13E SET PLUMB, POST SHALL NOT BE SET WITH A VA�AHDN Or MORE THAN '/8" PER. FOOT FROM VERTICAL, W-BEAM, OLOCKOUTS, AND POSTS SHALL BE SET AND AL CNED WITHOUT ALTERATION OR FORCE, AS PER 5EQTION 505 OF THE SPECIFICATIONS, ALL OR 2 AND GR-2A RAIL SHALL OE I.,IAINTANED AT A HEIGHT 5F 27Y4'I MIN - 28Y,` MAX AS MEASURED PER STANDARD QR-INS. ALL W-13FAIA RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROACWAY� THE OPTIONk, CR-2A METHODS OF N-SlING THE RAIL OR USE OF AN ADDITIONAL RAIL �N THE OACiIj OF I'M . PO�T FOR HE APPRC�VED By THE ENGINEER PRIOR TO N$TALLATiQN, FLARE RATES DESIGN SPEED INSIDE SHY LINE - I BEYOND SHY LNE MPH - 4 � NE LI, LS FLARE RATE ... FLARE RATE 70 91 3011 15:1 * I 60 81 264 '4:1 * 50 6,51 21:1 1111 * - 40 p� - 5I lc,�l --- 3�1 * 30 -- 4' __- 13ti .... ... ..... -1-1.11-1-1 ?0 * -- --- * ',�U(;Gt '3 1 Lf MAXIMUM FLAI�E HAIL FOR �EMI-UIGID BARRI�R SYSTEMS� VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRANINr, IS ON RLE IN THE CENTRAL OFFICE. SPEOFICATION ROAD ANC BRIDGE STANDARDS S -OUT W- RE--ERENCE SHEET I O� 2 REVISION DAT E . 221 1 O& 14 VIRGINiA DEPARTMENT OF TRANSPORTATION 505 501 � 04 1 ---------a 9 ,� I GR-2, 2A == 8, I == � IV 57'8" WASHER " 81� , -*. 6',, � I �t I "Ji , I -1 IY4" 6" " I .1 61, , 1 8" 1 - 1 - ,�11 , �i _4 - r I - - 1p , , - � I I / n , I � I 0=1 I , %"Ylq,"--!!!�� N Y4" HOLE-' .i -- , � .. I Y4;' HOL7--- � & NU = = - - - - - - - < I 5" x 8"x1`2" TREATED I -j PINE BLOCK OR .. . 6"x6x1'-2` I -AIED PINE - -- Y,I " HO;�E - �6' RECYCLED ,MATERIAL, Y111 - ,A.,- I R'- " , -"ZI �- - GALV. STEEL IOD 'n lb� I, I RECYCLED. ,/411- --- I MATERIAL. I OVIMON NAIL I �EE NOTE 5 J I I W 6" WIDE BLOCKOUT ,�OR USE AH-N REPAIRJ INS DAMAGED GUARDRAIL '3iEEL 6 ",(&: � V- 2 " w ' � CONTAINING BL&KOLFTS. T �^ z PINE BLOCK �� z �k " � I 1�1 , BLOCKOUT FOR MAINTENANCE I IR Ail:!) --14-/1 Sc�,JHHTERN PI%E�- �� . ..... ? . � ... �0 11 -;I IT -- , �rl I i REPAIR ONLY 1- /�/ I I == '1> - -1, --� v I I --- ; 7 - All I IOLE -/' ), -.1 " � �, I �-,� LESS THAN 11-0" I .11�1.. 6x8 WOOD POST - , -f,51�;;, - 1- 4"x 8"KT-2- TREATED %11 '�--I�11 PINE BLOCK. 5 TRONG a pnsl THE CRT POST IS FOR USE WITH TH - 'TYPE 4" WIDE BLOCKOUT 81-011 POST - GUARORATL REQUIRED --�"��- STANDARD CR-10 NOR W-iERE SPECIFIED BY THE ENGINEER 114 THE ,- "� - Ir - T X PLANS, 11 I-- "`�'tV � DETAIL A ' , - - -- �141, CIA - -- POL F MAY BE HOI ROLLED OR WELDED, ,; ,I HOILE --.� -�, I 7, --ye, 81, N HOLES GUARDRAJL INSTALLATION � - � -=-= t- - - . - 11111111 ....... SITES REQUIRING LONGER � 1-31, - A � I.. t, 11 - GUARDRAIL POSTS 9 (� Z� - 4 I - 7 � :1 I � Z-4 .1 - III 11�1 < --- -17 "�- NOI ES: - � -J 6`x8`x1'-2" �E :: /--%"),IO` BOLT TREATED PINE [-,� 1, X.LL &DLTS, NUTS, WASHERS, AND OTHER - -- 0 - IT - -- & NUT 0 STEEL ITEMS ARE TO BE CALVANIZE0, I I=- 77= I - 11 _: 171 7 1=1 I .-- - -1117 ---I;�- �0 A J I E- - 1=1 F ,I- I � 'i I �, I It RECYCLED w I MATERIAL w 0 : - 2, krERNAIE TYPE POSTS AND &OCKOUT MAY -f5ROJECT I . I ... I.. ! I - . I-]-,;, I i- I I "'. = i -T-i 1� \ I BE iNTERCHANCED OW ANY ONE WITH - I- 1. - TI - : W6x8.5 OR z THE RESTRIC'TiON THAT THE SAVE TYPE OF �- \ �f WEX9 - �3 UST BE USED' IN ANY 1 - 1 - - - - - - It,-- z it a It OPTIONAL HOLE -1 SINGLE RUN OF GUARDRAIL, 'E 3, FOR DETNI-S OF GUARC,RAIL F.J,EMENT SPLIC . - - -\� it TO FACILITATE a) JOINT, HARDWARE,ETC.SEE SHEET NOS,501.01 J�',L GALVANIZING - I AND 501,02� . ..... 3yz" DIk - " -- - HOLES "IV - T /7 F (Ta [ I L'i I 11..----t POSTS 4, DRIVE NAIL ON BOTH SIDES WITHIN 21, OF T� -.E ' TOP OR BOTTOM OF BL,OCKOUT AFTER 'i/6" � 13 66LT IS INSTALLED. ' -, I -- s" -11 I 1 6"I I t---1 - HOLES IN AND BRiVCKET'S 10 BE Y4" DIA. I STEEL POST I SPE3'IFICATK)N A COPY OF -HE ORIGINAL SEkEo AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDDT 221 EM,POST AND BLOCKOUT DETAILS) REVISION OAT � E I SHEET 2 OF 2 235 505 VIRGN.A DEPARTMENT OF -RANSPORTATiCN 08/14 F7777 - 1 2016 ROAD & BRIDGE STANDARDS I I \ L I` ' LIMITS R-1r, (�F-2, WHERE DOUBL-L , , - , I � � I FAY 0ATS Z',l'O, GR-6 �* �, �, 'TH BY ,2, ,�W R IS� REQUIRED MULTIPLY LEN(, .1 , 11 51, ,�,,, I " V, -�Flj I � � 'THE , I 9 ;,I�- - if -I I -jell (y - 3" , �� ��Ll I --n I -,.,,-6;6��,4-SPR'i �� II-- -- - NO BEND LGINERN ff-BEAM RAIL BEHIN" '"ST 'Nf' jJ 111,� N 1'1�i * �4 75',O MINNUM TO HAL7ARD OR, QjI,IT/FILL BREA�, -.7 .� - , 1�' - It- i � 1 ,,I -,i � - I I- -- ATTACH W IT�., '.1 SOL ----, I. c 411 N 0 I -i g, �a----�� I- --"--, --.k , -- � -1111111-11-1-1-111 11 �- ,�- �� GUARDRAIL FLARE RATE - --- - . � -;Izi�- � , - � - w I - w t.�, Q, � -- I� /� �f -1-1-111-j-, ---- -N e--1 -[' - ��' % -j ,� iv. i2,5 OR FLATTER To 71 -------- k=n D'ac �H LINE W jf��- 7 9� vl � �5, 3"O" - ' I " M x D 'A"' � � -11�AIL -1 --- --- - lk-A===�zz j,-1-=- - I I " :-----'I I c-` x 12-5 OR FLATTER TO DIITCH LINE, 0 4� L� i� 0 = C 2, �- d LI�F5 IINI DiREGITiON �TQE OFi ADJACENT T R, AF F IC FOR RUN,ft AHn F,�n,i,nFp OF DITCH I SLBPE, I L- 2'-O" MA,X I',-- QQ9E; OF ORAPED SHI EDGE QF SHOULDER I , - I ,- EDGE OF TRAYEL L..ANE--J"V -- � RAFFI, �- PLAN ,-//' Afl�-`HORAOE - W-BL4� RAL HEIGHT COWSTA41' RFLATIVE TO ROADWAY S ",��/ PETAIL 0 CR C .1 - -- -- -I- 5nEET 159110 PROFILE r�RADIE - 5EE NOTES 1, 2 �`�, 4 1. - --i'-z! I - I A'k-1 B11 1 C-17 I D1 E--4-1 1-1 � , I'- , - ---;I,-;,- - , ; �, - - . " - 11C 1.1 --,;�- ' - === -:i� r " �-;;; � � � ,fl - I I - . "i �Elll E-=- - i i - 1� - - 4� - - A - - - I - - � - - I7 - - - - - =--- ��- , �, I " I - -�1410111t � ,-- - r- - � M114, RELATIVE TO 11 -- --- -, 111 I ;L, --� 4, -7t- -' ,I----- -Z-' �---��rlt!-� 7 - E -- ---- � , I'll E-'i 'i -, , t �, I, F',0ADWAY SURFACE "I I 0 it 11 . L III Lt ILI 13 \ II 1� , 11 I� I- �', ------ � -, 1 ,3-, - �--, - ------- I---,-- --- r-- It, z - �,:- ---I", �-� -�,', - � -- ��,,"-:--- I ! �- FOR QR-6 INS3T.ALL. L L I J 1! ,� LI 1: d d � \ u,) III \ LI III I ,J , 1.�, I d (1.� Atd c0 �, 9) 6�/ I?� �6 � f54 1.4.) (3) \ L, P&L'T v-6i, wflz ELEVATION l�OE OF / if D---*j - \ \ BELOIN FINISRIZU CIRADE NOTES- DITCH �i E-a--J I, SLOPE SEE I��-`II AfACHj,0RA0E \ I A SECOTID RAL IIS RFG'D, WHFRE THE DISTANCE BE'TWEEIN IDF lo N I , TAh A -'��,C�T 5Pt',0 --I 15" (UP TIC THE POINT 'WHERE THE RAIL CRC-S1,715 THE QIT��'R LINE), THE DOU@LF- RAAL WILL EXTEND TO P�,157 #r3: 2, MAXIMUM DIST`AticE 8fTwEEN aOTIOM Or TI,,jE LOWER 5TA0NOAj A.�� Q,JIAFQR?tqL CRQ�SF, W-81�.AM RAIL AND 1URGUM, LTNIE IS RI". WH�N ,r,QUOLE O-x 8,x14 i; � G �-- W6XB�5 STEEL OR DITCH. 315-N`44CE FRQ� Rj�%,L �,5 REQ'G, TAPER BOTH W-BEAN RAII-5 5 TO MAN7NN BLOCKOU"i �- , \ 6X5 WOOD P05T TOP OF GUARDRAIL TO THE J�R" DISTANCE FRCM THE GROUN.D. '�I-all \ , �� �I ATTACH LDWER 80TTOKI OF BITCH SHALL. 3, BOTH W-BEAM PAIL5 T,Q BE 1`0` BELOW rlt-dSHED GRADE AT �W-AW: I W-IRLVII 0,11�,L TO ,CEED 451/�"- n - A� t 'J ,,, P05T #1 (6'-O" OFFSET)- I \ POST �IVI'�"BQL,T, 1� "' A"' , 4, A 8`0 LONG POST MOST 13E USED WHEN LIPPER ALID - 31, 8ErWEEN 1- .- --l-IT :� �� ,\ L RALS - -- �� BIEGINNING OF' I HE LOWER RP41- THROUGH POST *3� � I -1 -j- J - w:R '. LOWER W-BEAM R-AILS ARE REQUIRED, FROM T�HE 1 :2 I T-ATTA�11 La - I YV-B,�PAI RN-L TQ \-E 5: 15TAtNUARP QR-C TEMO)Nk TREATMENT MAY @..E V5F�D AT �-11 a, I � - Tic I I \-< - - I � RUN-ON END OF IDIVIDED H.11GHWAYS (LEFT Af-10, R I r. H T' r I— - I W/5,1t` BOLT RFIC) AND AT THE I— , � �,] 0 1 1 � �, - Q � � UNDIVIDED HIGHWAY15- , � ---I-- � �L---- � 1, fi',, ALL P05T $PACINC 0`3` C-0 UN.F55 OTHERWISE NQTEP -T I I-_ -- 4 -R - �c Ial� MAX, � ,I 1� O R ,� - 11 - . III,,-, POST Mj�Y BE *,5 I B,5 STFE1 OR 6 X a WOOD EXCEPT F1,`.IrTER; I � FL;�TFR " - T - co� I T HE LAST 3 TERMINAL POSTS M,U!�f HE WG X 8,5 STEEL� t / -SHOULDER I I � 5HOULDER - I 1 7. FOR 'SECI`101,18 0-0 I L-E,AND ENb ANCHORAGE bErAlS I I -ql- T-,- - � FT 501,10, 1 1 1 � SEE 5HE T � --I I,,-- -J1 �,A '� -�F I CJR FUN -OFF INSTALLAT-IoNS 3�14.1 8 E I I .1 ' H' � & .ALL TERMINAL RUN-ON I t- - - if,HiT,�LLED WITH Ppks LAPPEC� aj THE DIRECTION OF ,AOJAC,EAT L I - � DITIC �, ILOPIIS J fp'N�FX I I . 9. IF TH�,F BALIKSLOPE IS ROI-K AND 1�10R STEEPER, THE IN -BEAM MAV SECTION A -A 1-1-- - . BE ANCHICI, ED PER SOLID ROCK CUT INSTALLATION (DETAIL FL SECTtON B-B SECTION C-C SPECIVI CATION A COPY Of TH,,� QRIfjINI&L S,E,-LED AND r5l`NEID PURAWNIG IS ON FILZ� IN THE CtNTRAL Q\FFK;C. XVC)QT hOlp-1 'AND &R.DGE si,ITIDARDS 221 TERMINAL TREATMENT FOR W-BEAM GUARDRAIL REVIS�QN DATE . S,I]EFT 10f, 2 505 VIRGiNiA DEPARTMENT OF fPwqSP0Rt�,TI0IN 1 71�12 SIJI-0 I - - - I � I - ------ ---------------- I GIR � 6 I W6 x 8,5 x W-all LG. ,3-#3 UAR HOOPS STUL F*'T ----"--T . . ... .... ..... . . � .... ... . .. f �')1717 NOTE 1 W6 x 8,5 x 61-01I ,� ,/'�'kE NOTE 11 30,1 x Iu,� - v � , " � ;01 ". ,, , � , '" , j� � [" "' , 'I - LG, STEEL POST I- 1, / )��-�,All N " SE'E A,`,�ICHOR - I --- I , ASMODLY `11 � �ia - , I -, - ILI I , .... � i--r-vJzv i � - �Q , v I" QIA HOLES - - ,�, DE T AIL. DMLLED TMRU 1 - I` UIA HOL E 1-i -i 1---�, X� W-BENA MID I -,�)- T I. * '-i I � DRILLED THRU -, (�-"�-- W-BEAM AND 1, I �t 7 / " PLATE ��-`v "I �. 4) I � ME WITH 1141, - DRILL 'Y*k I' HOILL�; A7TACHM TO �) / 114 17115ST FLAProE. KII A 2" LG, �-11111 PLAIE WIttH r-1 DRILL '1,4b " HOLES HEX BOLT, SEE N01T I Yg " X 7' 1-11 7% " / IN POST FLANSF, ---- W-BEAW rERNINAL '�Q, WASH� & , 1. . - , .. .�- HE�X A00, SEE NOTE I 11 1� t,� / CON�,IEC OR HUI' 50, WASHER, ,� /, , I 1", f-111- = , ,0,10 NUT -,,�, , I..., ... � .... ..... ...... " -�;' � I �,�, - �i -I". . :. I,- � - . ,,, - 1, �� I '% f , � ,: 1� � JJ I �,- r, � -� 3 # 3 BAR I .. . � - , i'�*- -1 J;4 ", �,, I �--11 �f 7- IV , I I Q 0 ? S . - I, I I "," " I , I I -t-l"I'l I" DA HOLE I / 1�1,! rjv�i - 4, I, \ A011 X I ell, - . . I 1. DRILLE'D 1+IRU, I SEE NO T � I ..", -11 -.,- IN '�3E&A AND 4-1, � I '1'�� I- V DIIA HOLE I 11 \ ..... � ....... I --- - [ . � POS L DRILLED WU I- `1,1�11,14;;! 'I (' i . ',- - S-43 BARE T II'TL I !I W-BEAM AND I I ... 11'11..� ... -.1 ...... - I I � 2 - 18 � LONG� wj,�%,, x 2" Lr- 1- 'i " !- `/,-� " P L A I L T --,� P037 FLAtKIIE, � � HEX EIOLF 3Q. / SEE nFIAL AfFACH TO PLAIL .., -L--4- - DETAIL C WASH, & NuT ----- � w"N" X 2" Lr, ENID ANCHORAGE �CONCRFTF,) DETAIL A I IEX BOLT., SQ� / IDETAX 6 END ANICKIft.AQf WASH, & NUT ........ ? LNO ,�%CHORME MOSI) iI'll, . ,01 ,, .................................. i - �FI . �LE IN 8E,1411 TERIIAN.AL , I---,-- '------- I-- COhIlFCION AS DEIALED � I .i/,�,vz,�,.i� ... � . ,�? I, I " t WASHER ON SHEET NO 501 f!I1 , - ,� 1--�-�� � % GUARDRAIL W BEAM - , ",/�` Al+�R')R " � , , -� ... � I ROCK CUT , "-,-!--T- I I � ,I i TERNqlk. CONWECFOR. BOLTS I � ------ 7,11: . ... ........ r� ........ . T ...A.. .:::::-.:: 4 REQ'D,�'- K, " ,� g k � 1, :�::�,:: .'�, ..� ................... I ... .. p � :..:.::�.��.�..�F� C � z : / � ", � � I I . J � i � , , - I I 4 , L ,)�I -J - � �,71 SOLID � ... I I - . I -1 �E ..... [i`!�T. - I �,,,-- \ : 5'11 '-- R 4) C, K, -%` THREADED ANCHIOR BOLTS I- , -, - , �, . ,,,�� I 'k 11 , I 1, - I � " , ... � I I I I I : � ,'I ETTHEP MIICH4WAL Ok SET It'l . I I EPDXY ADHESIVE 08" LENGTH ; I I I , I 4 ,__ ") --1, - I �� I �;t,-� 'I ,��-<p, � - I ! ,7 -v I [.EHQTH � --l" I- i -, - - , - ft, p HGLE FOR, SHALE OR, OTIHER SO, I . x WASHER�, TO 812 AS � / I I I z DE'TAIL F I . 10 __I I DETAIL E DETAILED ON STANDARD INGI, IHK:I�, OUARDR,A� HARDWARE � / - )- , -- 11 SQUARE WASHER SOLID ROCK CUT INSTALLATION , STANDARD 6 X 8 X 14" ! I �� -- - - - N . I ....... I -".,-- � I -----,-"-fl . ..... . .......... ,--I, , - , LONG BLOCJ�CUT - ,,�,,,' '-//L ]�.�" , ,1 i 11, ,, I, ,W6 1%, 815 \ , -, , � I \ -`--livE, X �,5 5LOF ,� \- 4-% ` 0IIA HQLE&- RECTAW2,1LILAR HOLE IS TO BE / S7-:t1 PO!�T , �- / , DRILL QN1 Y IF PLATE PPOVIDED Y,I,R,OUf;H THF PAVED I ,-)<,- �/ STEEL POST , ' 1 2"I IS IYOLTLD , [a POsT- I , , / "It -- -WOOD POST! .--' S t - DITCH FOR PLkj,E:MENT OF GUARDRAIL -", " 'IT -I -I . zpu, NOTE L POST, AFTER POST INSTALLATION HOLE , -�,- I ) I 1 113 TIO BE FILLED ,NjTk? M,-ORTAR GROUT - tl"- 2 1Q-L--- DETAIL D T AM ,,, - 1� �, - I EE ve, THICK $TEEL PLATE PAVED DITCH I i--� - - � /' ,� I �, ETA1 A , � ---"\ 1< � -1, --I ��- ,�I��i` � '� ,--�-`] \ i;� I J NOTE: I � � I, ,4-1/ - 1A I J I �, A FACH LOWER I I u�l I 1, ly'�I` STEEL PLATE MAY BE. WLILDED OR BOLTED ��C- ,��-] I I � -IW,-BpMA TIC I I 'a, -�, ,-�' 2 . TO POST. IF PL,A7E 6 BOLTED TO P05T USE V�t',c ,- I I �b Pf-15T '#171" % " I 1 4- - 5j" X Vy'?` 1.0, HEX READ VOLTS W/ HEX �, �, % � � HIEDI 501Y , I - DRILL' % " H6-LES IN PLATE OR FIN f�`OSt FLNIGES � L 2�11 -,,, I NUTS If PLATE IS WELDED TO POST Do PiCT - -1111L -vl)- Ql� .-i)J,- - 11T 2, CONCRETE END ,jkNCHURAGE MAY BE USED N �TEEPvq � ACE AT 0-0" OfFSFT, I I I I L-L i L I ---L L 'SECTION D-D SECTION E-E \VD07 A COPY OF THE 011110INAI, SEA.Ff) .. 114 ,I PAt rrl ,r �. A110 54,F4:0 �',)RAIMINC I$ ON FILE I� TFIF Qr,T,T , , ,,, -r SPECIFICATION . , REFERENCE FOAD AND BRIDGE STANDAJ DS TERMINAL TREATMENT FOR W-BEAM GUARDRAIL 221 SHEET 2 OF 2 REVUSION DATE - 50110 1 7.112 VIROMIA DEPARTMENT OF ThANSi>CRIATION 'SO5 - ) T P AL I'M. � C, � . n $,ECTION THRU RAIL ELEMENT AND � W BEAM BACK-UP PLATE W BEAM BACK - UP PLATE - GR-HDW ,�h,i � , , , -, I P'SF SOL!, AND NUT I I I 11 , 5Ro,CF, FC,LT" WIITN 1-�� - �� 11 I NUf-),1', PER JOINT - e� I I �-- I 11 "�', , " 1�,,� ,-,I,- ,< � I' � 11 11 5 1- A I " I w�c LAP IN DJRECT�,Ix� -t-Of -1plAr"IC OINT � � ,,, - " �/ V. �� , 311 11,11" 11 � ��,� 1-1 0-111�1,117'1, I-1--l-,lil- - ,,�� -, - , �'-�, , - I � . I I I I . � v � I I /' - - I ? W - 01 I 1� I ( 0 ) �4 : ... �,i�� ,/ .... �`� z , - A( � , - 1; k, 1i " I � 1";" 'J 1� *1'1*11'- A , 111-1,1% � .. . ..... . . n ... I I '1� .... 11", ..... . . . ....... - � - ��111 A i -I- , - ---- - ,I i I � -,I', �- I." I I� , I I , � 4-111--, �, --,,/ " 1��' � 1�. I � / '. ..... , I ....... , V-1 ,,, ,�, I I % "" �14- ;� I " %-I� Lf,�, ,I , I -11, �L- , 1, t , ,,, ", - - � ,-�Ik- L- / �,, 1 ,7'-'�-] ........... 1, �--- - \ - "�� � 1 ' ... �4,,� lHicK-Nns �� 1, rl,�A � !,�` E)Fr,�P, , ` if', I tu,,�m owt, Y � / ,, , - I � I I .... 11 %, I- x T' U LFT10%, SLO FT�- D HOLE �. � TA" r6k -,'n,"L4C 6Cn,T-F'Ut1 I,X;47H -�iii�,Eg,)S BOTH SIDES o 2�' MoR 5F%..�I`If SCILT-r0,LL, Lrhj'T�� TIiPFAM> ON ��,C�,TM 4 MA,�,IIS DETAIL OF STANDARD WASHER L- 10" FQR �;TLEL POZI VOLCl/a" WN, THRE,ABS, t. I 1611 FOR 14CY)O ANV�l C01INCRIE7E. POST a0LT<"1A'- WN, T,i,,sF"AD,'11'� L 216�' FOR US, Wj�'.'100 4JR, ,"OvCRETE. r,O,S'r 2.�' MITIL THREAD'S, N, �',I rF ", � .... 11 . A-L H�ARDA,ARE iS TO BE GALV4FZZ,'5 6 Af,',f�'0*01.0�-',";-, WLFH THE S�P, C f, " , E. .1iPt(AtI,JN`1 (GUARDRALBOLT) ii H,E. G&JAPIDIR041- AND MEDIIAN BARME'R CUMK')hENT`S. EIEPk',TEf1 IN AF I BA `E094CAL WLLEIIN ftIJM,aLR 2E50 41AY BE 5U&-�7FffJrC,Tj 0 NTE.RICHAfflEAPLE WITH THF STANDARDS FOR' GA)ARDRAL HGR) .�, ' - 4 p OR, MfbIIAN BARRIER �Wb) ,AN,D APPROVED BY lbE ENG� EE '.. - bVEC,IFICATION \VDCT pf"MENCF. - STANDARD GUARDRAIL HARDWARE ��F , 11AD *k,,� BRIIDGE STA,,0.Af-,D5 22I............. ........... - - E RE"05IDN DATE 5kIEZ7 "I OF 3 50,15 1 1 � - I I I I 'ORCANA, CiPARTMENT OF TR48POWI'AIDON 01",14 501,aa � . I I � ---�-\l . QR-HD# � 1 2I-31/ . ! i 2 I - - - NEUTRAL AXIS NOM [�- q POST BOLT SLOT I! LAP IN DIRECTfDN OF t5'/,4` 1 V-91/4e' I /- "I 3" TRAFFI AT SPLICE JDINT� - . .... r G " - I- . - �? - - - - , -�:= - '-fRi -:+ - - - � 2154/', , aux REOIID� - /-'T (A'� FOR USE IN GF-7� I 1,-OA�� � I � I—— -111111-1-1-1 I. 01 X&II -1 -"--- - -1 r�l - �eri§ 11 I � -T� � �t 1 \-SPLICE, BOLT SLOT % " X I!Isl*' 7V4% 1, -JOY 1� 4 -1 " I 4- 2" 21, � 41/4" 4t/4` I 1 -", -i ,4 J � I r I 111 I .. I - i - - I , I- ; � z - ---IN j 41 ! � . !�L I !�! I , � - I �� 1� I I i 0 1 0 I I ,-] - � 46 I 4 I I � - -71 :�11 I � - --------,, - -, i I- -V :_ 0 - - -!t - !] � , t I �� I . , - 0 -�� 1A. zl- zu- , , I I w : % : I I I I -�11 4 � - n4 I E*P'E' I—, I - - - ' . I 1 - BOLT � - %"X .1" SL4!ITS ---� 'AL- ]'I I IDLES -""- REND AND ROLE ONLY . \-YA" X POST BOLT RWD. To M00IF-Y Tz , O�T ,2!/��" SLOT (OPTIONAL) YA" X 2 Vz" USE IN GR-7, , : W BEAM TERMINAL CONNECTOR W BEAM END SECTION (FLARED) . I I 31, MIW I 11 - I Q 0 1 1 - -- ;��, 1 ' "1 *- ,,� I'I, *f,� 0/4' R `- 4J * THE GUARDRAIL MEDIAIN IDARRIER COMPONENTS W 1�1 It- DEPICTED ,IN &R.T-8-A. TECHNICAL BULLETIN . - w R STITUTED IF INTER_ 130 L-� 1 �z e,14ANCEABLE WIT" THE ST"AMS FOR I - �. .1111, i ` >11, I 6 ,GUARDRAL (GR) OR MEDIAN BARRIER (Mb) A"D � � : .30- -- APPROVED BY THE ENGINEER, � zw1.-11-11'1-".J L:0, - 2L/41 8�2" 17L/g" - 29' APPROX. _ . i - -� I --, I I, - , - , � A I �- � - 18 , !k ( ,� a - 6 0 1� � I Z�- a� 1 ,�7 9 i - 1� 71 1 -11 � I <E I � I !� 11 � � L I I 11 1- ::���� I - , " "T, , . ---:�, ,� (j, SLOTTED HOLES %I'X IV� " Lx IV" ,v 5 * STMDARD DIMENSIONS OF 12Vz", 24" MD 30" ME SQGGESTM ICE ! W BEAM END SECTION (ROUNDED) W BEAM END SECTION (BUFFER) . . XvDOT �pEcdFICATIO,h Rr ! STANDARD GUARDRAIL HARDWARE I I I ROAD AND BRJDGE STANDARDS -- 11.1111 I � I W-BEAM GUARDRAdL HARDWARE I REVISION DATE 601,02 . I V1F.QMfA DEPATITMFKIT OF TR4,15PICIRTAT0N - � - I (4) 1 " (2$m"'1,T1) ,�IIA HCIIES ON. 312, 3�1`4 I(C334-r!�I-n) DiA "I'll " ,-,- 1 (51 fn�' LETTERS BOLT 01 R i'�,f� ILEJ I � Yr�, JI Ij� I - I , . 1. 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