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HomeMy WebLinkAboutSDP201900060 Plan - Submittal (First) Initial Site Plan 2019-10-247�11TE DATA R DEVELOPER : PLAN PREPARER: TAX MAP PARCEL No: PARCEL AREA: ZONING: CURRENT USE PROPOSED USE - BUILDING HEIGHT - SE TBA CKS: AREA SUMMARIES• RECREA TIONAL/OPEN SPACE.' GROSS RESIDENTIAL DENSITY. - MAGISTERIAL DISTRICT- S TORY WA TER MANAGEMENT. WATERSHED. BOUNDARY SOURCE. TOPOGRAPHY - BENCHMARK: DA TUM: FLOODPLAIN: PARKING REQUIRED (THIS PLAN): PARKING PROVIDED: LANDSCAPING.• LIGHTING: BELVEDERE LAND HOLDINGS L L C PO BOX 7505 CHARLOTTESVILLE, VA 22906 NEW BEL VEDERE, Inc. 610 WEST RIO RD CHARLOTTESVILLE, VA 22901 ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE VA. 22902 (434)-977-0205 / / / / / /I/�/ 10III' 15.00 ACRES R4 RESIDENTIAL STEEP SLOPES - MANAGED (IIIIIIII I� IIIIIIIIIIIIIIIIIIII Jill V IIIIIIlilllllllilllllllll IIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIInnmul�j l I (` nnnnnnmpl�lnnnnnnn uu nl IIIIII. IIIIIIIIIIillllllll IIIIIIIlilllllllllllllll) IIII IIIIIIIIIIIIIIIIIII I IIIIIIIIIIII1111111111IIIIIII11111111111111 III IIIIIIIIIIII I I III11111111111111111111111 PHAS I IIIIIIII flIlIlIlIlI lIlI lIl ' 5 I STEEP SLOPES - PRESERVED RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA VACANT CLUSTER DEVELOPMENT 18 SINGLE FAMILY DETACHED (BELVEDERE PHASE 5 PART 2, NOT INCLUDED WITH THIS PLAN) 5 SINGLE FA MIL Y DETACHED (BEL VEDERE PHASE 5 PART 1 - THIS PLAN) 38 SINGLE FAMILY ATTACHED (BEL VEDERE PHASE 5PART 1 - THIS PLAN) 61 TOTAL LOTS 35' MAXIMUM FRONT.• 5' MINIMUM (25' MAXIMUM) SIDE 10' BUILDING SEPARATION REAR.- 20' MINIMUM TOTAL PROPERTY AREA = 653, 400 SF (15 AC) TOTAL IMPERVIOUS BELVEDERE PHASE 5 PART 1 = 111, 603.29 SF (2,56 AC) TOTAL PERVIOUS = 541, 796.71 SF (12.44 AC) TOT LOT = 2896 SF PASSIVE RECREATIONAL OPEN SPACE (BEVEDERE PHASE 5 PART 1) = 35,926 SF 4 DU/AC RIO MAGISTERIAL DISTRICT SEE VSMP SUBMITTED UNDER SEPARATE COVER. UPPER RI VANNA RIVER PLAT 'DIVISION OF DUNLORA " PREPARED BY WV. MORR/S FOSTER, LAND SURVEYOR, DATED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED A T DB 875 PG 331. AERIAL TOPOGRAPHY FLOWN IN 2016 BY BELL LAND SURVEYS LLC FIRE HYDRANT 455.10 AT CORNER OF FOWLER STREET AND FARROW DRIVE HORZ.: NA VD 88 VERT.: NAD83 THIS PROJECT /S LOCATED WITHIN 'ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFEC77VE DA TE: FEBRUARY 4. 2005. TWO (2) PARKING SPACES FOR SFD = 2 * 5 = 10 SPACES TWO (2) PARKING SPACES FOR SFA + 0.25 SPACES FOR EVERY LOTS = 2.25 * 38 = 86 SPACES 96 PARKING SPACES REQUIRED SFD: 2 DRI VEWA Y SPACES + 2 GARAGE SPACES PER UNI T = 20 SPACES SFA: 1 DRI VEWA Y SPACE + 1 GARAGE SPACE = 76 SPACES 18 ON -STREET PARKING 114 PARKING SPACES PROVIDED SEE LANDSCAPING PLAN SHEET FOR MORE DETAILS ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. 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 RESIDENTAL DISTRICTS AND FROM ADJACENT ROADS ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FA ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS SITE IS NOT LOCA TED WI THIN THE WA TERSHED OF A PUBLIC WA TER SUPPL Y RESERVOIR. L_ E I erg:: r t N, 1 C j� \ / I � r ��\ SUBJ Redbud Creek �urf PRO r 01 \Ix i Cit Y of. Charlot- tesvdle f_ / 'VICINITY MAP SCALE: 11=1OW FEET GENERAL CONSTRUCTION NOTES PLAN NOTES REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL 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 CONCRETE & ASPHALT REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE F ANY HAZARDOUS SUBSTANCES ON IS ED NO TES DESIGNED TO DISCOVER THE PRESENCE 0 TH 2. THE DESIGNER HAS CONDUCT STUD BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM WITHOUT SUCH INSPECTION. F S WORK AN PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED OR THIS D CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM COMPACTED BY MECHANICAL MEANS. LOCAL, STATE, AND FEDERAL POLICIES. DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND RISING. NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE 4. 1 2" PREMOLDED EXPANSION MATERIAL SHALL / 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS BE PLACED AT A MAXIMUM 30' INTERVALS ON NEW AND SHALL BE PROVIDED BY THE CONTRACTOR. PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION SIDEWALK, CURB, CURB &GUTTTERJOINT, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON EACH 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY 29 ( EQUAL TO THE UTILITY'S STANDARDS. ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM, CFR PART 1926). 4, CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT SERVICE'S OWNER OR AUTHORITY. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS RESPONSIBILITY OF CONTRACTOR. SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. EARTHWORK, DRAINAGE, & SITE CONDITIONS 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. 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. TRAFFIC & SIGNAGE 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. DRAINAGE SYSTEMS 1. ALL "NO PARKING' REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER. T APPLICABLE CAL ORDINANCES AND VDOT ROAD &BRIDGE STANDARDS 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM 0 AP E LOCAL 1, CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS 2. CONTRACTOR SHAD PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. THE STREET'S OWNER OR AUTHORITY. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. AND SPECIFICATIONS. MAINTAIN ADEQUATE DRAINAGE. 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF 5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. UTILITIES & DRAINAGE SYSTEMS 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT 6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT UTILITIES SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT AND REPAIRED AT CONTRACTOR'S EXPENSE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE B. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM CONTRACTOR'S RECORD DRAWING CERTIFICATION STATEMENT: (SEE SHEET 13 FOR RECORD DRAWING REQUIREMENTS) THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDL/NED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS ANY ITEMS NOT 'REDL/NED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN" FOR. - SHEET INDEX SHEET 1 ---------- COVER SHEET CONTRACTOR) SHEET2 ---------- EXISTING CONDITIONSDEMOLITION SHEET 3---------- LAYOUT PLAN SHEET 4---------- SITE PLAN SHEET 5------ ---- UTILITY PLAN SHEET 6---------- GRADING SHEET 7---------- SIGHT DISTANCE PROFILES SHEET 8---------- STORM INLET DRAiNAC2E SHEET 9---------- STORM SEWER PROFILES & CALCULATIONS SHEET 10--------- SANITARY SEWER PROFILES SHEET 11--------- LANDSCAPE PLAN, NOTES AND DETAILS SHEET 12--------- DETAILS SHEET 13--------- DETAILS SHEET 14--------- DETAILS i Pr,Fnin EXISTING INTERMEDIATE CONTOUR 332 EXISTING INDEX CONTOUR 300 PROPOSED CONTOUR 20 EXISTING EDGE OF PAVEMENT Ex. EP PROPOSED EDGE OF PAVEMENT EP EXISTING CURB AND GUTTER Ex. C&G PROPOSED CURB AND GUTTER CG-6 TRANSITION FROM CG-6 ROLL-TOP CG-6 ROLL-TOP EX. 15" RCP EXISTING STORM SEWER 15" RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER ► ► PROPERTY LINE EASEMENT LINE - - - - - - - CENTERLINE - LIMITS OF CLEARING AND/OR GRADING EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE OAK EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER VALVE PROPOSED WATER METER EXISTING REDUCER PROPOSED REDUCER HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK CRITICAL SLOPE SLOPES TO BE SEEDED, MULCHED & TACKED VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN EXISTING SIGN PROPOSED SIGN SANITARY MANHOLE IDENTIFIER • STORM DRAIN STRUCTURE IDENTIFIER APPROVALS DEPARTMENT OF COMMUNITYDEVELOPMENT DATE PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY V. DEPARTMENT OF TRANSPORTATION A V a U 0) CO CV CO CV Q I QD ZO U� to0'0 O v> > w I Z e- L Z OU jQ Cc? w w pCo r O t O 0 -4 :Z Cr \NV L9 Q W I Ili 2 O = cfl Occ U N p �t coCO W O O `r O� 0 ti aW w y O „ U Q �Z9 W 0� M w Z z O O W a. z O a � zN z u w O� Ill a I 0 0 Z -- x of yr U y aggart Lic. 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A ,". »».».......................... ..."u.....__......» ............... .............."..o ..u..........».......»»._». »..............».." �.. . to -.. _ _ Ln 75 10+00 VDOT 2-YR LD-204 STORMWATER INLET COMPUTATIONS Inlets po 465 460 455 450 445 440 18" HDPE ® 0.94% 435 430 425 420 415 45 45 44 EXISTI 44 43 43, 42 40 41 9 NOTES: STROM SEWER 20 -> 15 PROFILE HORIZ. SCALE: 1 "=3& VERTICAL SCALE: 1"=10' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 465 460 455 450 445 440 435 430 425 420 415 410 0 1.00% 1. MAINTAIN A MINIMUM OF T OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 3. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 5. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANffARY SEWER. 6. VDOT STANDARD IS-1, INLET SHAPING, IS REQUIRED IN ALL STRUCTURES HAVING A 4' OR GREATER DROP. 7. VDOT STANDARD ST-1, SAFETY STEPS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH GREATER THAN 4'. 8. VDOT STANDARD SL-1, SAFETY SLABS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH OF V OR GREATER. IN ')7 Jimmy s Jimmy L. Taggart „ uc. No. • .e. nee., DATE: 05-21-2018 SCALE: AS SHOWN JOB: 8438 SHEET: 9 OF14 7�1 SANITARY SEWER LATERAL SCHEDULE k to Invert In Percent of Pipe t pe Len S g� From Str Lateral Len tft 8 Lamm[ In Invert Basem nt floor e fliff. Between BF and Lai, Inv. " Lat# 410 73 2,75°f 32 910 4 4,57 31 53 10 433.S8 437,00 ' _. Blip♦;. Invert In Percent of Pipe Length from Str Lateral Length Lateral invert Sa••sement floor Diff. Between BF and Lat. inv. " L'"A 4'3..3; 11401., 35 33 52 437.09 446.fi0. 8.01 36 57 49 437.35 449.00 8.g5 3&i 60 10 436.80 437.00 0.40. 37 71. 47 437.52 446.00 7.48 38 _ 102 49 438.86 445.00 7.0a 29 145 10 437.75 436.00 1.71 c invert In Percent of Pipe LengthFrom Str Lateral Length . Lawrai lnvert Basement Floor Off:. BeBvose BF and tat; Env. Lot# 43!31j2 28 10 436.56 44fi.60 0,44 _ +Length 6 ml D Invert In Percent of Pipe From Str Lateral Length Lateen! Invert Basement Ffoor Dtff. Between BF and Lat inv. 2? - 32. 1t _ _ 436.56 445,00 8A4 26. - -_ 53 M, _. 438.28 445:40 9.72 39 -� - 58.._.... _ _ 49 439.10 446.00 5-90 24 _ 76 10 438.40 445,6(L 6.60 40 91 53 439.37 445.00 5.63 _ D !oven to Percent of Pipe ILength From Strj Lateral Length Lateral invert Basement Floor tiff. Between BF and Lat. Inv. Lot 24 _ _ tii 437,32 445.00 7_68 23 _ _ to 437.32 445.00 7.68 Dta E Invert In Percent of Pipe Length From Strj Latera I Length Latent Invert Basement Floor Diff. Between BF and Lat. inv. -- Lot# 436.48 2.177 `* 22 I 10 439.44 "S.00 5,51 41 49 440.38 445.00 462 21:: - . .. 11) 440.10 d46.00 4.90 42 -.. - 52 49 440.S7 445.00 4.03 20, -. _.. 73 19 440.72 446.00 &n 431 _ 75 =,1 _ 441.62 446.00 4 i8 E Invert In Percent of Pipe Length From Str, Lateral Length Lateral Invert Basement Floor. Diff. Between BF and Lat. Inv. Lot# 439.?1 19._. 10 440.23 446.00 to F Invert in Percent of Pipe Length From Strj Lateral Length Lateral Invert Basement Floor DIff. Between BF and Lat Inv. Lot :-# 439.91 ' ':+_• 18 - 25 1a A42,18 446.06 182 17 49 tt}... 442.64 1 446.00 3. as F Invert in Percentof Pipe Length From Stt 'La#etal Length Lateral Invert Basement Floor Diff. Between OF and Lat Inv. Lott' 441.24 16 _.. _ 10 441.78 447.06 522 1B. 24 442.07 4117.06- 4,93 Bto::f3 lnvert In Percent of Pipe Length From Strj Lateral Length Lateral Invert Basement Floor Dlff, Bittveen BF and Lat: inv. " Lat;li 4JS &7 f f8°•� 34 -..._ :'. 43i28 447.g0 9 -72 33 _ f33 10 436.87 1 439.00. 1 2.13 _ HwJ invert in : Porcento(Pipe Length From Str Lateral Length Lateral Invert 1 Baventent Flom tiff. Between OF and Lat. inv." Lat Of 437,93 all % 1.. 128 tU 438:37 452,00 13.93 2 164 10 438.37 452.00 11163 3 11% 10 438.37 453.00 14 63 4.. 7f,L4 10 438.37 453.00 14 J Invert In Percento{Pipe Length From Str Lateral Length Lateral Invert Basement Floor Diff.Between BF and Lat. Inv. Lot 0 439l3cr 5 10 439.63 452.00 - 12.37 9 10 439.63 452M _ 1237 JtorK Invert In Percent of Pipe LengthFrom Str Lateral Length Lateratinvert Ba-sement Floor Ehff. Between BF and Lat. Inv - Lot 9 439.29 1 1.01% 7 43 10 441.52 452.00 10.48 B 64 10 441.74 1 450.00 1 9.2r) 9 87 10 441.97 450.00 &G3. 10 130 10 442.42 460.00 7.58. 11 153 10 ._- 442.55 .._. 449.00 a.35 6.11 -_.. 12 176 1 10 442.89 �I_ _. _449.00 _ K Invert In Percent of Pipe Length From Strj Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. inv. " Lat# 13 L _ --- - -, t0 441.90 448.00 14 10 441.90 447.00 - ' `..Iu ,� SANITARY SEWER A-G 470 H3 A nc D OE (F) 470 _ o 4 o 0 ,.. ..... - Z3 ...' _ ....___ __ ___;_�_... _ _, ........_ _.... 460 _ 4 60 ..... „ ---- ---- ----- ...__.... __ . 455_.._._� _... __... ._ _ __ ___- .,._.... ___ .......... ... ... �_.,.. __.,. __ a , , ... ........ .._.. _ __ .._..._ 50 .._...._._.,. _ ._� m _._ .. -- _ .... _.___. ........ � .. _ _. 445 __ _....... _.._ _.__ _ _ __ - , _ _. _ ._... _- 45 ..- ... 440 __ . . _ ..__.. ...._ ,-_.. ... .__ , ..._ .__... �_ ...._ .. _._:._ ....._. PROPOSED GR _......... ...... 26 .67� 440 _....,_........................... __... _ ........ .... ...... ....._ _.. _........� t.......,...N._.. ......... :. _ ..._•. ' .._., . _............. ....__...... I ..... ..... . :.. _ _ _ _...... 4D.....__ _.. ..... .. .. ... . __ 77y..... _.8.. St7 ... 2.6 '... ..... / ._.._._....................... .._........... .1 .,...... ......... .... _. ,..... _ ._.. ............. .... _ _. ..... ............... .......... ..•.•..... ....... _ _.......... . 6 _ .. 8.8Fs _._. _............... e ..... _....SD 8 26 @ 1,93% 435 .. Kel/ ... ..... _ 4 35 __ .._ ...... ___...8"..... tm�_ .... ......... ..._._. _.... _..._........ ......_.._____� - ......... ...... _.. _ _ _.._ _ ._,.-. -......... 430 ........ --- _-------.. ,,__ ......,.. I _._�-_� _ _, . _ _ _ _.... ........... __ 30 _.. _ z 425 I 4 25 _. 45 8! `SDR 26`'0 1-1.2 %-...::: _.._------------ v? 420 ; _ .,. 4 20 , a_. ..........._ _.. _ _ _ ...... ............ _.. .._. 4 ...._._._...- M. .. 415 .. Q_.,. __, 0 ' . _._................. .., •......... . �... v......... �.. _,..--.-......._............. Lr__ . _..... M v ., _.....,._ _ r......, ....•Qr.._.Qa_...___.. ..•_.lL ..FA ,._.._.... ,_ vLL .i _.._ _ _..:...,_ �.........,_...,.,.... _........ _..,,........................ _.. ._. ....._..._ • . ..........._.__.g ..._ _....... ._......._._... ......_ .._........._._,._....................... �+___........d...... {z._._......,.e..,.._ _ -- .. ,. ........, ......... ....._Q,w.---------- .---- -..• ��.. . � .. _-. LL ..... ... ..... 410 410 O O _. a0 co OE ro _.. N t0 N .... __ _ ... ..._.__ 9s N SQ _t]1 10 ..,.._ 271. it M04: tl5 f� trT �t 405 $� a u u _ __ 405 Il z _..�I_ Q..? _ _ _ _ _ _,_... �1.. Q..?...?, ....._ ._ .. - _.....__q._.,._.......___ .....,......__._._ _ _ _ 11 ... _._ II ...... ...... 1_ 0 .. ...... ... ..�..z.. > .. Q 5 �. _ _ » > z..z .. _..__ . +S .. _.. _____. .....,.,_.. >> ... >..> .. Q �. ....... _ .•._ .. >>... .... > 400 cn z z......-_- _..__... .ta z . ......__ _ _ L- fn z z ..... _ _. _ _.. ,.. . Z 2 _ • _ _.. . z z z 4 00 9 r7510+00 11+00 12+00 13+00 14+00 15+00 16+00 SANITARY SEWER B-L B OK 475 475 ...... .. _ _..._.. .......... .._.._____._._..._- -_. cl y _ ia __... _._... _ ..:.. 470 .. cL _ _ st�.__ II _._ _.. �L n r _ _ .. _.............,,_ _ �_ _ _.._._ cn .._ ._: __ _.__ 465 _ _ ____._ _v 4 65 ._,�.... .. ....__..._._,. -. .. -- -....._____._._._.... 455 455 _ ___ _. - XISTIN .GRADE 450 - _ _. __ __ _ _ _.. .__ 50 445 ,._._-- ._._..... _._. , ........ _ _.: __......... PROPOSED GRADE .. _ ... _. _.._ _. u 445 _ �� ....._______ __ .....�._.._..._ ....-.. . _..__.. _....... _ _.. __ __ ..-_... .. _...... __ ... ..... _. _ _ ...... . _ .... 2E12 2T ...�._ _ 1�: g _ SDR 2fi_.._.... 1�.... _ _.._._ 440 _... 79.39' 8"_SDR 26_ 435 _ _ �- 172.435 S9R 2&- 430 30 ..............,. ___._._._. z 425 _ _�, _�_ _. .,_ _ _ ___ _ _. �._._ _�__�_,_ ___ ... .... 425 "�" _.. __ _ r .. 420 ^ O �to - __.. ___.___._ _ _ _...___ N _ m N Z-20 .. .. _...".. fJ2.0). ._.......__ ..... ...tt ap N_ .. �....._ ._....._ '__0j ..._ r _... .____•._..____.. _...-.___._.. - .. N..S} 0)....-- O M r7 p 415I o_z.., _, Q z > > _.. _..__ _.. 11 p 410 . z Z. z.. _ _ ............. --_ _1.._ _- z .Z.. _ ._�,.....vr - - _._._. _.. cn z 410 9 7510+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 NOTES: 1. MAINTAIN A MINIMUM OF 3' OF COVER OVER PIPE. 2. THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS. 3. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 4. MAINTAIN I'MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. /J • U a j � M�1 U 0D N Q N 2 Q� z 0 UQ Z enb O'm LK J V% >o - z Q W Cc w J 2 Ov QLZ >Q w � O� O w I 2 v2e 00 cq Q \ W Q Ln 0) ZO O� U rn N W Q d- O 0 Cc Cc -j aW Qy J wLn U o Cj c) W O� \ c*� Nt w 2 W z ° c) a j i i ! f F 1 t : I £ i I ' E E t € r Z 0 { � E{ ! I I = [ Q £ : 1 z rz LUJ `� i I ! , 5 i I f [ s , : € l I ( # J i i r Lu a t � f p[[g1 I .........,_. _..i.._.,.. i __,,. ----- ._._.a.__.»..j...__... � z E EEE �LZ H op U ._ 7 Jimmy L. Taggart Lic. No. 22841 4� 10/23/2019Gti{� `SSIONAL 8� Q i z rr w Q Q a_ p c()zLocOm Q T J J w a_ L Lu0 o a U Q Q z �D w �0-N° I J < W co a El zw xo z , _p w <_j Fr i ww W O C✓ DATE: 05-21-2018 SCALE: AS SHOWN JOB: 8438 i SHEET: 10 OF 14 - �� -- , , . " .1, "'' --,�� I I . -.... , . . . " � �- - - , �� ,. ... ;,.,.'.' - _-, - ,,>��,- .,- '- . , `----�-` , , , '- - -, '?"-.�'. * , 1, '. j_z . . . . . I .1- - '.- -�, .". ��<- - ,�-'- - ,,-", , � ". ��PLANT SCHEDULE ,� ,;� " , - -<�- *,,, 1>11*1 *,* , *1 � �1' ` "'.." - - - " / >�,�!"";, I "�--' ,�, , . I,. - . L".. .,-- -------- -,�� -,<, , . . ., - - ;, -..,-.--ii ........... w� KEY QNTY. BOTANICAL NAME COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE I AREA (SF) I TOTAL (SF) Canopy Tree GT 16 Gleditsia triacanthos inermis "Shadernaster" SHADEMASTER THORNLESS HONEYLOCUST 1.5" Cal.. B&B 424 6784 QC 9 Quercus coccinea SCARLETOAK 1.5" Cal. B&B 370 3330 TC 14 Tilia cordata "Greenspire" GREENSPIRE LITTLELEAF LINDEN 1.5" Cal. B&B 249 3486 zs 13 Zelkova serrata 'Village Green' VILLAGE GREEN ZELKOVA 1.5" Cal. B&B 452 5876 1 TOTAL 1 19,476 * ,,, " .. . , , . .. * � . , - .: ,,� � . ; ...... �.' - ... > I , .. ,,�­` ., ,; �,-�,, -,. ., "" - 11 -, I- * , " , . . . . . ,- , ii�'- - . . ,�-,, - ,�� ,- ", , - �". ,.,��,<- . 'i:". ; .1 � ". , --<, - - - - --, .. - : . --�.., * , , ..-� , I , .--i— -.1. ,-, ,- -Z' . - . -,, .� -'Ilc�,, I - ,-. 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I- "I — . 111. ��,'- "', ,,, ", .. * . , " �. .. --.'.—.— .1 - --:-,�,..—<.-1.,,,.,.. , -�� . ".1. - I . TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE , I ... :-,` , - . . --:1'. - -� ,.>,��-, - - -,,,;,, � I . I , "", , "- -1 I . . ,,e . I- , - , -1 . . , , " :, ; ", . �.". . . ", "". . . . - , ,,,, �.-. - --,,:,.* . . . . . .ii"'. . - . " -1, . I ,�, " .% "I. ---I- * . ,� . . , ." - - 11, , . . * , ; * -- , ,,.,� --1. . - - - " "-:� - - - - - " . * , * . , , ,,-,,,, , * . .---< ", `. - - ; . I 11 � , --.�,:i�v;-:�; . . -,'-' _r . . , ;, , - ,�" -, I - " . ,- "': . , I -,,,, " . ", . . . - "� , - " ,,,, --f.1- ... / , ----.-,- . . - - I . -'. .-,; � --�'-- . . - '... , I -:,," "'.. . ��.,; -::� ,d. . I 1-- � .. . . . . . . - . . . � - . ,� I I OF COMMUNITY DEVE SCAPE ARCHITECT. .',�, 0 , . I �� ..... ........ " .11 - . -11 ... %. �.. , � i-ii-i", ...... % . -1, I - - . .�'. I 11 "I'll',',,, - I., . �. . . - '� ... - --Z�, � . . �� ... I - . , * . . '' - -. . -- -' - - . ,:�:, . I 1. �.,- -, - --.1-- -, . . . " . , . .--, -;:--z.'.' " ., 1� - - - ,,, .", ,, - -_ -- � ',,,,,, I 11 I .. - . . . . .". -� - * ,-,- -, , , , A� "".. - ". . . `.`-�-,- - - . '.1"'.. , ­­'�� - . ,,,, " � -1. . "" � 1,, .. -- ...: -: ... i-� .. . . oi!- .... ... -,i� I >11-' 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. - 1,11 ............ .. � -�-. - - ,-,..-,., - ; - "'" . "' , . , ,1-1. -5 ., ,,,, .. .. . ,,, . . . . > - .." -1 , 11 �... -- -, " - ". . . . . .,.,. , ..., ,- ""' - " " - - 1�1- I . , , , -- \ \ . "" . .. .... ...... � 1---.. "---z--- -- -1; 1- - , ,..., ITREE ............ E' - " 1". -;-.' * 1,-- ,,�.�-%,-��-, '... .-,,. - - "", ". - ... -- - - -- .,V,... - ;1 . ,..:,, , 11 ".."', -- -111 ......... *.,-*-, 1-11�1* ....."'i, . I SAV '.'.. .. I-- "� ..;>-;:.1 ...... ;�,,,- .... ><' 'olll- " ", -< - 3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. \ " ^1'.i. - .......... "" . . * -- . . . . " - -;. . . .. .". N I -,--,� . . - . -',Z. * , . * . .1, I , . , ., . . - --;11 - . 1- ­ � -�,.,- - -1, . . - . .11, - . --..,. ," ... 1, � , . 1-. . ,,.,,-, .. * , * , :,: '..".. . .., -, ..... '1� - - ,-*,, , * '. . - . - I - - I I. . -, :` ".. . -, . .... ... --.--.------.-�,-.-....-.--"..� - - . , -, I . , ,-1 -1 , , , -- . . " ", . .- . - ,. - -.-,� 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF \.,\ \ iii ... � . . - - - ,- ��,.�'- - - - - '-' , "-,;, , - * . . - . - � - - - - -;:.�,. - " . - .1, >;, - ",<'.. . . - --, *.", 1 & I "'. ` 1, ... . . .. . ... . " " * *..f,-. . - - - —,— - - * * . ,, --' U"ITU111 1"," "",- . — —�—. --- ;, , * ­ �_: . 1— - - - - , " ... ---. -1 -.- 1. 11 ' ..".. - - "* . d..... -1. . ,;j�---':,.-.*...1 - * . . ..... I F THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. \ ,.,, ,\ \ -- . . . . . � ......... ... - . --­ . . :-, . .: - - . . . . - .." �- - " ....... -, . . " "". -N -, .--,.,. - .". . . - , \ I I . -- . � ...... BEL VEDERE LAND HOLDINGS LLC,"..'', - ........ 1, N 1- .... I ..... ." `:---"_ . . I ,,,,, // . . 1---- I-- ,� ." ........ ­1 '... ,,, , . ",:,%.,,., ', �, -- 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE 1%," \ - �, .., ... � , - -*- , 1. . . " . . -11 ... . , -,". . . . . j , - � - 11 I � . . -�., If 1%.,:.�.;.::;.;.;.;.;.;:,;.;,.,��.;.�.......,.�.;.; . .... .. - , ",. . !", 0', ,,, g / � v � I 1- . , ... �'. , -: .---., - -�--:-, -I-- - * ---,* - ,i,-`---. . -:, .11. . � , I. /r,"-� � - .", - . . . ;1.' - - ,j� - . . '�"zii ,� '�' !�!,;"""> E I " // -- -i, ".", -, 21. * 'IN - ." . `.- , I k , . �' - � � ," I ,", -1 .. .. .... 1. - . . * , * , ,�, - - - -- '? . . . . . I . . . , , I- , .. 0 F, .."I""... - � " 1- 1. * , * , * . . - -�, ., - . . 1. . , . . . ,4. I .-.1-1 , . , , I .. ...".1- �� - `, - - - ,- * -_:_ , . . .11 � - I . I . . -.1, - .... . - ----: * - ... * , I I v E -11"'J/1 11 .t DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA I ',", %"� -,- I—. --., .... .i,-,..-- " ". '� -* TMP 62- 1 6D .". . . I , "', . � I 1. I I., .... ...... . . .Zo :- -:-- 1-1 — .1'. . .,;, "I"'... 111VI " ',,.,--, 1-11 I � � - "'.1, -,-'. 1-1� " 11, I "z.. ...-.-.:.-:-, , * , * . -.,. .. . ,;�,, .''. - - 1. CIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN 11, , " . ..... I .1.1., '.-,.. . . — ---. . . * * - .:,: ..... OPEN SPACE . "I, .......... -.1, . .111" ..... �.,.-` ".. � � :.;-;.%:...... ?i:, -.1-`:!;- �ii,i"',� , I - . ' ` .1 .3 """ . ., %,. . . .". -�- - -- - 11 11 I .1 Z, - !�!iii�', A e�/ "" ""' 1, ,,, .1, , ., 11, . . . .. .. .. -7- %-. - - . .. 1. �`.. - -.1.1 I ,�", .,/, .." ----. 11 .1. -- . ....... ,-. . . - * , , , ,,,,, -, ,'11-1 , , I .... I - ---.- -,.- ...... ��,,,.. - -,;, " "' "i I ,,F............... E 5 SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF . I 11, , I-, I", -, - --- ...... :- :i-7 �� ............ * ii;--, -,. ZONING: R4 .. . . . --fl ---1 -1. "Idil , " "I uAlvoll, . I � �, HAIi-f-i-, -, .. � . - -, - . I . ".. I", - -, - * * - " ­:--- " I... - '.- - -, N -;- -, 11 .1 --11 11 TRANSPORTATION. . , . - ''I., . :", - - - . . . % -_ . -11 - . . .... . "", " .11, I I . � - , I .1, I'll �. .11. .. "... - ,*. * --� - , , * * , * * _:- . I , ". . . --�, - --- " ,,, - I --...�;;.��. .�.-.-.-.-.-- 0 �. e � - "': . . I I., -.. 1. ... * * �--- . '�., . I., 11�,, . .. '---171 * , "'�", .-I , . ., - - -.1 � . . t-* * , , - �-:' - - .. ... ,� -- .,-`1%.11- ...... -11 i 1011" , ,". I I 1, . . , - ...... - -, -- - - - - -.1-1 . ,,, , -- -1 . � 1, - . . , . . "..". . . -;�- - i:;-.,*. . ,------ r. . . . - . . . , . -_ . . . . ..... , , , -11- -1.1 I -11* i.i I'll......, 11 I 4,11 - 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT I .1 1, I.. .. - 11 . .- "I. * ...... . . . . --"-:.i-' - 15..,O ACRES 1. . ,� I.". - - '..", .", Eii"*1 I I , . .... - .1.. .--.. . --Z.-* , '' * .---.---. - ... -i-I - ....... --.- -.. ..; "'..... � ..--- - -.11 ��--- ".., %,.- 11- -111-,%, , � I , , I "MISS UTILITY" AT 1-800-552-7001. 1 1 . ., - -, , -, -., ..., "" . - . ---I--,- -.I,-- -- -1 - . "": . . . . . " . .. ..... * `- -., . . . . ..­ . � . " .,,.,' ..... � .1 ", p-) 1. �. . . . . - --, - - 1�-' - - "'. . . .,,,, . - - - - , - 1. . I I - . . - -* .*. -* I * ,.-� --� --. - - - . . ,- .. �., I I --.- - I I - � v, " " . �-: * - -- 1, -. -.- .��. . - - ""... " _­ - ,...., * '. I I - I I-- "I'll � -1- - ".. . -1 - - . ..- ..., �... * * - - ,-. . - - - - :-,: --- --- -­111 ......... -....". -1 . . . ..... ........ I - I ...". � "', I '11, .., I 11 � 1. .. 1, I � .1. - - . .-.1 - -1 * * , --- ---� ,:-. - - - -, - - . . '�-. - ... , , "... - - ""I ...... .. .." ".1, .1 , -, 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL . - .1.1 , . . -- , . :* _', I . . ,- - . , . .111"* .,4 - - .. . . .- ..". - I... - -11. :-:� * . "--..-. . . . . - .�� -1 . . * �.* .... ..... 1; - . . - "-. . . . . -.1, "". . . . - ,- "', ""' 1. - 9 .".. ,.�-. -i", �,:,.. - -'..,. - - . . . - . . . ii-i ..... -,i- , N --- -: - � "I -- "I". I - 1. ", ... . . . --­ . . :- ---..'----:6. , ... � . .,*".,-- li-l-'. . - . �-:.-" , � . . - .."', - . � "I 11", WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO - . -1- 9 . 0'..... - . ...... . . . . - -1: ........ I.* " ....... - ." ", I - I I-, , --I - * , ...."'.. ....... . . - . . . . . , ,-ti, -- "I" . � I " �� "" '-111 - " ... . 1-1. - - . ,..*.. -.. -,- ,-.,-, -. . I...", . ..... : ".". - . , . . . - ......... ... - ""'. -. .." , .... � "'. .... - ...., 11 "' V-1-l",l I ", I I .. . , ... I � ..., -, . . . ..... . "I 1-1, .1 -- "". * , . - :1- . . . . . -- "'. . ......... -111. .-' I . . . . . * - -- .. I . ,% - . . I - ,% ,% "--,-,. "".. 1, CO & , , - - -_*.- - - *- - - - ..-.-. � . - .1 . 11. -­-- ... -7., . -1, . '... - - . - I . . - ........ .. - , - CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. , 11 --... - * ----� -..-�, . .111" -.1 . � . . . . ''..-- . --%- .,;.,. . - � '. � ....... 11 - os .-V' -",- -"K, - I . . . . I . - . . , .1 -1- - . . . . - -: I.- - - .--- ".. -411 ..... - . "... .. . .". "', - - I %,. , ...., . . - , � . ".., , - .... I 11 -�-' " "" . ...... -- . . .1 ..... , -- -.- . . - , , I I " , ­`111� 1 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE . 11 11. t� 1. �- . . . .,.-., -- - . .. . . . . .. ­.1. . i .. � " . . - - --,- .- . I """', -,, 1.1- - .1 ... , -1" . 1. . � --, .. ..- -... ., � . 7.- . . . ,... . � :_ -.,,-- - , .1. :-..": -A � - "" -- .I.- ��., "i-I.- . . . �---, ". . . ,Z-7-% --,_ - . . . ---, � . . ... - . * . 1. ... --�, .. .... I - %, - --., -, - . -1 . .. I,, -1. 1". "" "' . . . --.,... . . . . .�, , . . . . . . . . . . ... -1. , . - . -- - , 11-11"" ., , I .111- I * , - - .-.-,- . --- . . - ....... . . ----;;��-.. . , . . - � --.- . ,.- r . . . - -.11-1, - % ,><'. -- 9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING _ - 11., .- ,-" 1. . . . " ..--,I.- - , -- I ... ,,,,, . . � . 1'.- - �; . . . ...... .- -11 -."-, ,--, 1. I , - .1.1. f 1-11- . �-,, -- -:-.� . . . . - . 'i"'. . . ....... --.1--- ..... . -,.. . .111.1 -... .. - I ,,, .... � I ...... . ..... . . -.1 ... � -1 ... -- -.- .1-1 --. r ... ;"..-." . '-.., ........ -, ---. -1 , - Vll,,�', 1-�111'-' -- OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE * --- , � . . - -..-,. .." - ­.11 I -- I 111.1 ..... i . , .:., . 11 ....... . . . . --.1 I .11 . ,,,,, I- ��.,, -, .. % ."'. - � 4", - .,.,. -1, - I... -- .111' "". I * ... f, I -L- I - .1 11 I % -1 ... , ... . I ,,,�-- - , . . ..... . .1-1 � .- I - -----� - . . . . . . ---,��,-'� ­-­ -, -%, ,X�%.-%�., , 15 I , , / .... 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N I , / 4 -i _ v : 7 ;_ rCONGRETE - r'i� q ,� .I -T I 1 FOOTING I i I ..... _,. _ T" .. .. s. ...,. -- 7 : 1 T �. 4 DIAMETER rs , (2 x WALL THICKNESS) £SS : ? SECTION B-B BRICK COlCRETE OR CONCRETE BLCCk SHEET t. OF 5 4 " 5 T-DI-1 -rOP'� STANDARD OTT FRAME. & GRATE -"'--'-- \, 11 ........ 04 BARS a 4" C-f, ��,_�- -�. ,-`Z-4---s- -� A L R T NAIE TOP 4'-t0" z. t lAG' 0 #ALL Cc TYPICAL I . « 'a-4' 4 3G�I i. JMR 0" ........ __----- DI-1, 1 a PC i `C` A t RECOMMENDED I NIPU,t,P,.t � E ti A N G CH RT PIPE . S11F N IA. N # N 3 s SO -" - . _ - C'UNCRET,. CORR. METAL. 2 -6' 2' 5„ .-T 5 „ 1 2 9;a 2'-8" B 3•_ s •_t 0 2 .t - 24 3%3... 3,.2" �- ........ _ . . __.......- - ... 3' 7' 3' S" • . . -- I f q, !�. r1 "N �/ r. , ` ,. "-L' T ,'E�J- .4.:.:, _'-jam"' A-; t-i. ' a" DOWELS ,711 <800 LB c GROUT �` uM BAR i4YET'tiOvT GRATE) 3i ' '" (63 s.) � 1 I ' LB I I , NET .S: I 1 'SEE GENERAL NOTES PRECAST FOR ADD)"(IONA D£TAl 5. ," •.y 2. CONCRETE r0 BE ADOO PS..A: "LL I. VOTES: 3. r_ R IRE; LE A : GROOVE 0 h6 ££L 3N CCGRUAF L dl-r; !A � AO, 478.AST,J A-49, ; t.. TONGUE .AND GRU E ^:NT '0 8£ OF FABR.CA'OR'S DESIGN MEETING THE (Y4:R :FA9R1C, AND ASTS' A 6"_, ( EINFOROING BARS). APPROVA:. OF F F ENGINEER. JO?NTS ARE TO RE SEALED WITH MOR'. AR, OR G:. - C X 0-RING 4_..c OR BUTYL RUBBER. ER. EBB 4. -> r I COVER f' R R" CONCRETE d R AN R. ARE ., E U 4T £ TO $£ FURNISHED A A a., D S �. LE L1+/:T. �, 2. ALTERNATE. .;OINT DETAILS APPLY TO ALL PRECAST UNITS. SEE STANDARD CI-1,1A FOR DETAILS OF FFAVE AND GRATE. 6• ©IMENSICNS SHOWN' ARE MINIMUM. ACTUAL DIME#i-SIONS MAY VARY WITH ALTERNATE JOINT DETAILS MAhTUI ACTURER. SPEC€FICATION REFERENCE STA �A) G PRE ST TOP UNITS -........:to -- 305 VIRGINIA DEPARTMENT OF TPANSFORTATION 233 103.CJ.3 302 HALFPt..AN VIEW h4Al_ SE'^TIC?"-4 A -A (WITH. FPAMF AND COVER REMOVED) BRICK CONCRETE NOTES 1 I z-- + FOR MANHOLE 1. ANTo - WN AR _n 0 f 0 E _ T E Wi#-FdOU PIPES, THE iMCUNi CiAPLACED BY PIPES Mt)ST PE DF.UitCTEr; T^, OBTA€N TR:IE 61';ANTITIES. TAB; E OF QUANTITIES A BASE THICK'NF S OF 9' WAS Ucrr} ,u DEPTH BRICK ?MANHOLE CONCRETE biAlNtiOLE BR,CK C CDPECR_7 E ONCE ETE t FEET 'f HG 14A- S L _ ND_ ' 1 Y CL . APO[ S l (. 1 YARDS 4 0.5 0.785 1437 E 5 Q.70.785 1.ci99 .I 6 „....... _......... O O._ i.�......... z -- L.785 ........._..__..._....._ G.7cnS 1.9bt _ _.._ ?..?.23 R 1." 0,785 2.485 85 : �..._.. ..............._......._... 30 34 f.6 _._.0 78 ....... 0.?8- 2 747-... 3.009 1.9 0.970 3.455 12 2,2 7C ).9..� i7 .3.8. 's 13 2,5 0.970 4.'.7"y 1.......--.4 .................................._.. 45 2.8 3 1 --- O; 7L?..... . 0.97G a 9� -j 16 3.4 0.97G 5.2 6 I *•7 4.0 1.1'73 F.01,,2 I ;INCREMENT 0,45 - O ^a2 CCMPUTt,2G L'(CNC E:E. GUANTII'L.S iNCREV N 3 � E rS IF BE A�.,D� D FOR V A' ,H N T r _ ADD�TIO AL FOOT f rFF t7 DEPTH. 4 MATERIAL M J,Y Eit PRICK, CONCRETE OR APPROVED Ca'NC E E MANHOLE BLOCK. E d 5 BLOCKS ARE USED THEMINIMUM MI A1v -i:C>{NE 5 •'rF' SAME :c TC BE 5". F NC - J' H_R •.,KNEE.:iS ARE (. ES . L .. COP<F" ' M 0>Z T. A ! THICKNESS S N N i H ., MESS .,•.GWN FOR CONCRETE. � CONCRETE At L T• CLASS A o. CBE�L.S3 3. 7 WHEN SPECIFIED ON PLANS THE INVERT IS TO BE S:IAPED IN ACCC'RDAN E iWITH STANDARD IS ° THE C(1ST OF FUR, N AND PLAIN„ AE.I MATERIALS r D JTA- 10 THE SHA•P!NG IS Tp $E INCLUDED IN THE. B3D PRICE FOP THE STRUCTURE. -- - I ..P : r.. giou f KEREKE Pv1:AN I I 0 L E F 1- PIPE CULVERTS - ------ VIRGINIA R£V. 7/i}i DEPA.RT4ANT OF TRANSPORTATION ,r- 3G2 `",I`i.D1 t z H P'" _o ppI CONTOUR ` I O� P1F£ Df 24 2B 2C I- £xi.,TiN„ 0 PROPOSE D :z t F <. SIB i _Y ALK. SEE NUT_ . r S f ,---EXPANSION JOINT BACK Of SIDEWALK EXPANSION JOINT _.� C :� AR5 A- i \ -9►-A B i 1 I i �. i 5,. i �c 1 7 . - ...- 1 1 L. r-,,-:yL \ \ I \\ i -_ � F Y N i Ace aF eLl 11 I N ? i 1 F,.Gw ?--O" 8"I 2'-2" , --3 F-1------- L3► C 6' MIN. 3' -6" - 6 MIN .. ro'r€Ax. PLAN VIEW 10,MAx. =-M -A t.Ai1. L '/ „ X 'A ` i" 2N kl/p /a Y� 8' 8" (ANG - I _ 8"- 2._2„ -"• GALL. MC6x32 3'-2' - -i _ J �. o' c-G O i _/ `� s Ss'S # µ BARS B o� - _ . •T- -- `tiELL1ED r- "'' ( "0" C-+' JOINTS E a1 - j( .,TYPICAL.: .! M U it' ..._.�.. .. BARS C i:, s i= r x" (-c 12"y / ARr a 2 _7. �- R o ... 1G, C-C 7 COI..` AR SECTION B-B 2, _ 7... 4„ 2'-0" Lr--"" N .' BARS A-1 L 21/?„x2i :L.x, •.:....................................... Iz la I ;ACV. SLOPE OF 'o .'. APPROACH ,, F -i j` SURFACE GALV. t>1C6x,2 N' 3 F 5 m-3-"- - r- 2,. 1 \� �. 1 GALVANIZED MC fi X t2 X-E - f f M j <: ' " WARPED SECTION rJ `� Z ....1.._� 7-y.--_ -' � � YARDS E SURFACE _. _.__ ..... �- T, .i- # 6" C-C. B I /� -.. I .T....'- '" --r- -' _ BEFORE I"WELD. 3" DIAPAETER fl 1 ` 8 Jj 2'7 BARS 6..1 ' Ga' V. WFEP HOLE ) Q b C-C-•r GALV €� BARS E 8" I '.. a ,Cx?2 W J/2" ALL SEE "<(CTE 8 �f1. . z STUD S. £A,. SECTION -C CaNNEcroR TO COLLAR. FRON� EL::VATIO�€ ADECREaSE rQ r SECTION E-E WHEN INLET IS USED a"C WITH. MEDIANS , C)t-2A 1C1-28 4' WARPED GUTTER --...I----.-•,-I BARS A f • ` /_ hf?ROA;;H GUTTER 5' "'C 1 , 7 ............. .. ti _....._ I , ,ij�I " I i M I = iv --� ..._-. _ 1 i a.. - . I i _ W FH L 2 X X /4' V _� OLE 2 _P 0 / / L c..: - n _ `�rn I BARS A`s S E N^T GAL4AN€2L'.� I € Q r,:" E E a BENT Pt.ATE �s � 1 , rLCF t _BARSE . F w' 00 rn - A ___E :... _.._E r.' .v _I._./ -.� '3 iC;•' C-C 3G i.' APPROACH _.... a z . ...._. tom..; SURFACE •0 u. BAR . �� ..... - - i L_-��-d ss. N FCR 5E ON GRADES X BARS B �� a 10'" C..0 +\. ?� l`' ', e,..X4" STUD t J4- g <4RS 4 ? i, „ R i E 1 �H AR aN . s ..- E C N �%' L i C.--)i E .._CEO C AN.>L� D12C _ BARS I H mi , � .0'V t9 2` CC �." i 'r .3, YiAR ky - v � -� L. I _ .j TYPE A s }RFACE t: F E. B ro -_ r -- FL-awy I FLDvv TIP; NOSE DETAILS i 1 SEE .N'i F 5 +.. _ P� OS 6'I . A r E PETAL SHALL USED WITH 'G 7 STANDARD. 3, L BE E I P- .. y .. N 7 TA! A E • Y. NOSE J.. �.. . � T . T N -.... E .... B.. 1. ED WITH CG-E S A U.ARC). GALVANIZED PLATE FOR TYPE A TO BF. BENT ON AN ANCLE FOR USE IN SAGS SECTION ; iV fi-A OF 68°3O'AND IS TO BE ANCHORED WITH I/2"X4" STUD BOTH SIDES '10 BE SYMMETRICA;. FOR STEP DETAILS SEE STD.ST-t. SHEAR CONNECTORS WELDED TO BENT PATE AT 2 C'C. .................................................................................................................................... SHEET 1OF 2 � l'�IV�r`1[ti( �'�f.{ L_1I`.OP INLET I �S?i. r 3 "ATE&,,, v --REFERENCE -...1-1--••---------..... 12" -- 24'' PIP E: MAXIMUM DEPTH (11; - 9' � 233 REV. 7/05 !�4.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 3L'2 SHAPE TO EvAT ON OF J:1 PC,INj OF L ARCFSr PE, I �, -a 1 \.� I ' I �`� 'i,Jl I�; ',,_ ,�,r '� z .L .._•:.... .f ------- --- --- - ----- 'A -r �I / 10". - SLOPE TO DRAIN To iNVEW.T OF OUTLET PIPE SECTIOIN A. -A METHOD t;= TREATMENT IN DROP' INLET`' t c 7 _ 'F _ 7 - , HEr . I= E r 1. r W 7 F. REN ai F, ,: at t r S £ ARE ENCOUNTERED. / i G 5 -\ SLOPE J D F' NOTE,; f "p \ I, 1 OUTLET PIPE l Ia i� /' �E' N , L- '! A ` l to SHAPING ' MAPNHOL.E. AND NI -ET I v. R .'S IN At".f'F.`Dk4C ' � jJ/'/ (F WITH / 1 -?'H.S DRAWING IS TO APPLY TO . HOSE S -i '.JC f RE's SPECIFED ' i '' ` \ I �a 1 � 1 ON P11ANS OR WHERE •NVEF.TF OF PIPE IS i1B}VE :*1VEF!7 OF (! ,YY� 4 \ � STRUCTURE. / i((--�� r , / / -/ � p I ear ,i/r//, % / I iC °,// % f / Ee MA! i• ]' ^p >, E r / 31 O ,: Iv E..; TO " Ft�t • i d£ ME.. AI-' ---� 2J CONSTRUCTED d / i k- f • ir� i 3. ^. A i N "^OR � a A;,� ...NC. V` P ^r ET I A P •I'A . : t .JCA£i: TAT,., id +^ .� a R% OR EC1 SP >u- D,.AY N , - III / f THE INVERT SHA�9NG AS Oi'AIL=^ FR£OF1 � ! � ; I / I� i j H E TU ;:ONSIST OF A> 1 y f s l PORTLAND CEMENT CCNCR-F M'.k -ONEOPV:.N.> C:-ASS A3 OR i 9��t'! i' I rl/ "^ I �, J !� .,. A S C3 F t.. r^ r ^c- I THAT 2S! OF ARSE � A RFC,ATF MAY d.. r ? t Ar. �' '` ,a� f r i f 1 - f ( J JP 0 �l ME .R A,J r: r 1 D caN ISX � .� C "E RCKEh I r � , c+ - r c^ ✓'. r ^ E r l CDNCR..:£ BLOCK. tIEE SURFACE !I P' s i SHA LL .AT BE LEFTr SMOOTH TH ,F FF . r C O BY •�,' , V: �� I : ,..AN> AND T � i RCY _LLJ.N> Nar' Nr, i T a ,-p r ', P c'F , .,.E CO T� " Ga • t E x AL.,. IN E , c=D // y; % h , \ _ 4a e R r. DETAILS u` P A R r INVERT Yi N �r E S 0 r ON � S,t id HEREON AR_ .OR EXAMPLE •a c - U. a.,ES L'NL ". { MANHOLE ,'i F - EAC 1^+ iC_E P DROP- INLET ,� T,. BE SHAT'EG ,:' INDIVIDUALLY TO BEST FIT THE PARTICUL AR INLET AND OUTLET '' CONFr>URATION AND FLOW LINES, ^'- '- : I R -E; �ECT PLAN �1ETFCG �P TREATS"ENT IN t,,�J1AINH0LES SPNJIFICATNJN RE�EF?Er,cF,ET v GE SHAPING �,;1,!`'.NHOI E R.,� IPA L_ET INVERT S ?CZ VIRGINIA DEPA£RTMEN1 OF 'TRANSPORTATION - W6 08 CLUSTER BOX UNIT (CBU) MAILBOX - ADA ACCESSIBLE 308.2 forward Reach. 308..3 Side Reach. 308.2.1 Unobstructed. Where a forward reach is Unobstructed, the high forward reach shall 308.3,1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 the side reach is unobstructed, the high side reach shall be 48 inches (1220 mrn) rnaximurri and the low mm) minimum above the finish floor or (,raiand• side reach shall be 1:.5 inches (380 mm) minimum above the finish floor or ground. I figure 308.2.2 Obsructed High Forward Reach ;b„308.2.2 Obstructed High Reach. Where a high forward reach is over an csru.tlr, the clear floo r space shall extend beneath the element" for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maxifnurn.. 20" max >20"-25" max 510mm i ---- 510 mm- 635 mm Figure 308.3.1 Unobstructed Side Reach L'�� M £ BE IT 0 'r -7- 10" max / ----- - ----- 255 mm, r' 508...1.. Obstructed High Reach. Where :I clear floor or ground space allows a Parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 :riches (865 rnm) maximum and the depth of the obstruction shall be 24 inches (610 rnrn) mraxinriurn. The high side reach shall be 48 inches (1220 mm) maximum far a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches ;255 mm), the high) side reach shall be 46 inches ('I 170 mm') maximum for a reach depth of 24 inches (610 mm) maximum. >4 (t F Iq ro X CC E f`: > 10"-24" max 255 min 255 m!n -610 mm (a) (b) Figure 308.3.2 Obstructed High Side Reach E 0 TABLE OF QUANTITIES 01-2A,2B,20 REINFORCING STEEL TYPE L CONCRETE BARS A IHARS A-i I BARS B I BARS 5-1 BARS C I BARS E I BARS F I WEIGHT Ff Cu. Yds. N o F Lin. t. 31( Na. Lin F t. No. Lin. Ff.XE No. Lin. Ft. irt- No. Lin. Ft. NIE No. L'!n. Ft. �rF No. Lin. Ft.� LDEs, D 2 A 2' 2"4 1,71 3' 2" 5 3'-2" 4 S-6" ' - 2 -0' 1``6„ 55 4' 1 95 4 3'- „ 2 5 5' " 0 4 _6„ 3 3<, 4 to 4'-6" 5 2'- ' Q 3 2` 0" 3 1'-6" 8 4 6, 2,23 4 3'- 2 5 7,_ „ 0 4 3' 6" 7 4'-3' to 4' B" 5 2' 0" 3 4'-fl" 3 1'-6•` 113 8' 2.51 q 3"-2" 5 9' 0" 4 3'-6" 11 4' 3" fo 4'-6" 5 2` 0" 3 fi' 0" 1'-6"' 154 pl-B 2 10' 2 .79 3'-2" S 1_<' 3 0 4 3' 6"' 15 4` 3" to 4' 6" 5 2'-0"' 3 8` 0" 3 1'- 6 189 t2' 3.05 3' 2" 5 t3'-0" 4 3' 6" 39 q' 3" to C-6" 5 2'-O' 3 10'-0" 3'-6" 224 14' 3.34 4 3` 2" 5 15' 0" 4 3' 6" 23 4'-3" to 4' 6" 5 2' O" 3 t2'-O" 3 1'-6" 259 16' 3.61 4 3' 1, 1 5 1 17'-0" 4 31-6" 27 4`-3" to 4'4- 5 2'-O' 3 14`13" 3 1'-6" 294 8 3.8 9 4 3'-2" 5 t9' " 0 4 3 6" 31 4'-3" t 4'- 0 6 2'-D" i - i6' 0" 1'-6" 329 2 0, 4.t7 4 3'-2" 5 1,_ ,. 2 Q 4 3'-6" 35 4'-3" to 4'-6" 5 2'-0" 3 38' 0" 3 1'-6" 364 6' 2.24 4 3'-2" 5 7' D" 4 3'-8" 6 4'-3" to 4'-W' 5 2'-0" 6 2'-1" g 3'-6"' 115 8' 2.55 4 3' 2" 5 9'-O" 4 3'-6" 10 4'-3" to 4'-6" 2'-0" 6 3`1" g 1- 150 30' 2.82 4 5 IT-0" 4 `- "" 14 4'-3" to 4"-6" 5 4'-0" 6 4'-1" 6 185 0I-2C 12' 3.09 4 3'- S 73`-0" 4 3'-6" 18 4`-3" to 4 6" 5 2'-D" 6 5'-1" g „ 220 14' 3.37 d 5 15'-O" 4 3' 6" 22 4` 3" to 4' 6" 5 2'-0" 6 6'-1"' 6 1'-6'• 255 16' 3.65 4 - 5 17' 0" 4 3'-6" 26 4'-3" to 4'-6" 2'-0'" 6 T T' 6 1'-6^ 290 18, 3.93 3`-2" 5 19'-0" 4 30 4'-3" to 4'-6" 5 '-0" 6 8' 1"6 T-6" 325 20' 4.20 4 3'-2" 1 5 1 2T-011 1 4 3` 6" 34 1 4'-3" to 4'-611 1 5 i 2`-O" 1 6 1 9'-3" 6 p-6" 360 " OTE 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS, 9. ALL REINFORCING STEEL SHALL HAVE A 21, MINIMUM HEIGHT = PIPE DIA. + 2'-6" WHEN PIPES MINIMUM COVER OF 2". ARE LOCATED UNDER EXTENDED SLOT OF INLET. 2. THE "H" DIMENSION SHOWN: ON THE STANDARDS AND SPECIFIED ON THE PLAINS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY 2", IS REQUIRED ON ALL DI-2 GRATES. LOCATION OF T P OF TH ST U TUR . P A E R C E LAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -EN PLACE CONCRETE IS TO BE CLASS A3 AND THE ACTUAL 0#MENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE BY THE CONTRACTOR FROM FIELD CONDITIONS, 400Q PSL �f "' MIN RAISED WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE LITTERING 3, TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. IS-1. THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAINS TO WATERWAYS MATERIALS INCIDENTAL T T I T DE TAL 0 HE SHAPING 5 0 B E t3. THIS T T S STANDARD IS INTENDED FOR USE IN CURB INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY. DETAIL A IN THE EVENT T F THE € NVERT O THE OUTFACE PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 4. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI-MB, 2'-6" WITH CEMENT MORTAR TO PREVENT STANDING OR SEE A T PONDING OF WATER IN THE STRUCTURE. HE COST 35. THIS AREA MAY BE EARTHEN, IN WHICH CASE T I DE AIL A OF FURNISHING PLACING MATERIALS P C GALL MA ER ALS EXPANSION THE E siON JOINTS WILL APPLY ONLY T L FLY 0 L 0 F a...me u+.a- -- INCIDENTAL INC# NTAL T T SHAPING # DE 0 HE S LNG S TO BE INCLUDED IN TH 81D PRtC FOR THE'. STR TUR . £ E 0 UC E CURB AND GUTTER. 11 STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" 1 CONCRETE 6 CO CR£ E QUANTITIES SHOWN ARE FOR H T P (H) OF 5'-2" WITHOUT PIPES. THEAMOUNT 3�z OR GREATER. FOR DETAILS SEE STANDARD ST-1. DISPLACED BY PIPES MUST B£ D£pUCTED TO 2 Fzj 5. OBTAIN TRU QUANTITIES, FOR INLETS OF THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE, DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. 1„ 6. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY SEE AREAS 12" C-O TO BE PLACED IN ALL ADJACENT 17 LENGTH OF AN l 0 H ANGLE R N A5 SHOWN ON SHEET D T Al E A L 7. TO ABUTTING CONCRETE T ONCRE G3 PREVENT SETTLEMENT. 3 F O 2 IS TO BE L 16" AT 4 t0 LEIS./FT. T. 45• GRATE- 18, *DENOTES LENGTH OF ONE (1) BAR. "'DIAMETER T 3 WEEP HOLE O B CAT T E LOCATED 0 150 ± 7 LBS CAST €RON i 8. DRAIN SUBBASE MATERIAL. 'WEEP HOLE WITH 19, ALL REINFORCING BARS TO BE #5. 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH GALVANIZEDIffirg ,MINIMUM WIRE OR STEEL DIAME ER 0.03", NUMBER I4EMESH 20. GRATE TO BE INSTALLED OSLOTS WILL DIRECT SECTiO'N F-F HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE WATER TOWARD THE INLET THROAT. OF THE STRUCTURE. SPECIFICATION STANDARD CURB DROP INLET Sheet 2 of 2 REFERENCE 1211-2411 PIPE* MAXIMUM DEPTH (H)•9' 233 302 REV aiD7 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 DI-2AA,2F48P2CC J N0TE_.; i ---Bars H #5 CV b" C-C--- 1. DEPTH OF INLET (H) TO BE SHOY'!N ON PLANS, 9, ALL REINFORCING STEEL SHALL HAVE A MIN. COVER M»X/1J.;;PJ DEPTH ;Hk TO BE 20'. FOR CEPT3-F:a OF 2''. Y1. LESS THAN '3 0S STANDARD DARD 01 A 2B OR 2 r4 \Y r -_ 10. ALL RE:NFORC;NG STEEL. TO BE CUT CLEAR. OF ALL, -i Y-?I- v- • .-' r 7 . _ --- 2. THE �d GEMFivS"nN ttOhu ON, THE STANDARDSOPENINGS BY 2". ;'7 r I _ ; AND SPECIFIED rJ `H Pi.ANS WILL BE ASORED € ? FROM THE INVERT " THE 0.1 FALL. PIPE -0 THE CAST !N- PLACE CON R.TF IS TO BE CLASS A3 }:K u , a OP OF THE RJCT RE PLAN "t' DFMENS,ONS (300G PSI;. PRECAS• CONCRETE IS TO BE 4ta00 PSI. u:2 " 1%•F r c, I� r RE APPROXIMATE ONI-Y FOR ES!IMATI`JG I I N �. ' PLR"O�Es ANE> pHE ACTUAL DIME ¢:HkL 12. LENGTH cr S OF +L+ WEE:., IN EVERY CASE, BE �'I ' r�! � S) 1 BE DETERMNNED B' 9E CONTRACTOR FROM FIELD SHOWN 0"N P ANS. j . I m ? O.T,OtNC 13. THIS STANDARD iS INTENDED FOR I SE IN CURB -13� 3. WHEN ^PECFEEL N THE PLANS THE INVERT , TO AND GJ1"TER SITUATIONS ONLY. �, 5E al -.APE ty ACCORDANCE N:Tri 5'F•J`EDA..D ES-1. 1.,�. IF OPTIONAL CONSTRLCTIGN .i'u'kkT IS USED ET IS __ .. .,._.-.__....e. - FURNISHING AND P ACT. ALL .11 _ AT RIA_S €Nr 7E;NTAL C TF•E SHARING i5 T+,^a BE TO BE KEYED. ALL SP ICES It BARS V T01 BE 2+_z.... -g.. ,N„LUC;ED I"•, TriE EEL aktt.,E F„k THE S-..RUC'!,RE A A43"JI,',JM OF 40 DAMEIERS 2G' 1; R ,a• rV VIEW F INLETC - STANDARD ?- 3,_7„ .., FOR _ E 0. SEE _ ND D ID 2A, 4"--- -- 4, EN THE EVENT THE INVERT r HE OLTEA� t PIPE 2B, 2C. r73 I S HK;KR THAN THE BOT IOH C F THE S P 1 FU . -h1i`, �% E' i THE U7�F� OF He RJv.TURE SHAL: BE SHAPED 16, FOR DESCRIPTION AND LOCATION OF DIMENSION L h FhdEN ?ff`RTAN 30 PRt>,F1:.STANDING OR SEE _HEFT 30.0 OF E POND. N O WATER IN THE STRi, I P_ THE I CS' OF F;URMSHiN( AND PLACING ALL MATERIALS 17, FOR NuMP.F r OF BARS A-F REOU•RED AND 'LENGTHS if'-f-�-,"�' 1NCDENTAL •O }+E SHAPING li TO BE INCLUDED Et- Y.FFr iC4.04. ,? !-T, 1 - r fN THE BED PRICE FOR THE STRUCTURE. •'' ���-_� 7a, :iLAN'•I'E£' SHOWN ARE FOR MENEMLlPl< ENiET5 OF r ? I &-- . r S. STEPS ORE TO BE PROVIDED. FOP DETfVL-S Sf_E EACF' TYaE. FOR ENL.ETS, OF i,RF»TER DEPTHS -. r F.rdw•�rx: ,.lath ST ANiiARD ST-1, (i-#? C LONGER SLOTS 'L) 2Fv: &£PAE#NTs SHC1VfP. I L... - P R FOOT +AU> P.E ADDED. THE "+ - r : _ I- ^ -.-_.�bnase 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. A➢A;,J PIPES .^, I-+* ONCRE Ti A1v3 T;'£i DISPLACED 3Y PIPES+PkI;ST ' - -' ? '�1-1a%4 Y 8" Sb1CCT;-f DOWELS AT APfiPO<±,•"HTE:.Y 32„ BE DE'GUCTE.� .0 tiBTAI?v TRUE Ui%A,NTiT#! S, - jl >• - _ _ `-"Were+^^. title. See Nnte 8. C C TO BE F ACFD EN A P4?EAS �DvAC; ENT TO 19. FOP, DETAILS AND DIMENSIONS OF CURB i.CT, BEAM. I D I .� ALB;:-`ING C0-N..RETE ,0 RE'/ENT ,,ETFLEVEN1, COLE.AR AND GRATE, CR;7Pa£U GUTTER :.flvF, AND uN LIEU OF DOWELS A 2' x a `OTCH MAY BE R. NFaRClNG xd•E, STRUCTURAL STEEL NOT PROVIDED, SEE STANDARD T 0!-3,4 t OP ETr - r; - C- 5 uEL D . N_ 7 st.E _ : AI,pAR D1-; A. I. • ALTERNATE DESIGN, • I � I> 8. DIAVETER VEEP ^SOLE S TO BE LOCATED TO h N •i to -i A• !E H -Siff s. See 0 5 _B E A RI WEEP- HO' E T 12" I P /� ' I' +;ALA AN"L.Ev STEEL NVERE MIft�J)A1M +btkE u DIAMETER INCREMENTS TO BE AD:}Li' A -- .. I.i p • O.C.3',NUMu R 4. MESH HARDWARE r:OTH FOR EACH A DITIONAL FEET- OF �'jjI APNCHORED iFIWVL,, TO THE OLTSibE OF THE DEPTH (ii, AN,0, OR SLOT LENGTH (L) t 0 ! STRUCTURE. _-____- L - -----1 I, #4 3 P r , E c, U. Yds. Conti- : ,S. 5'eel C11 Yds. •Cone 3- S. Steel • b \ - 8 F,1 { Za tm��� 0,28 -1 ,J.' 37 > . f 0, *, ti 4 0.16 17 C.::. -,-A 1, - r, i PE R, ATE lA d 3. '., FOR P �_ i 2 .I Co,Est MINWUM a DFc. H r R. INLET J , ,',: i : %IM v >v E REF d . ^ r, c f s / � TYPE _ Tz o c s „tom -- SEE N,1 t. t ; r`,- L in . Ft Lbs. C�. Ids. iv Fats H, 2AA t 2'-2' 6O9 j� Z 77 It.- •-...Bo,•s,H1,45 _.-__..-._..._......_....._..____....j.-__...__--_...1 5 0 12 C-z' 2,68 4'-O" 647 3.C6 12" _ 2CC 6'..," 38� 35 rn v r rOR...NO STEEL c- .,FF NOTE •, „ BARS 1l I BANS H: B»RS 'V N:7 . ENG'TH NO LENGTH NO LEtJdTTH RED'D. REO'r}. E:O'D. 4:15H+tit P, 3'-2"` 4(1.SH+1)+8 3-.',' b H-(1-4`"1 .. - .------­­L­­­ - - - SECTION T�ROI ;I-i ELEVATION 1� \J �i J-;..,,'>,�, ,3>-') 1 f B � �`�' O P INLET ; SRE F ERENrEE�- -- 121 I _ / 4 .;PIPE:L_I I P H (H) = J' L V _._....._._ 233 I 104.a 5 ViR�_:INIA, L',EPARTMENT OF- TRANSPORTATION 302 i RAMP ,OWN SIDEWALK I RAMP DOWN -------► - I 12 MIN. f CBU , I HAN.)ICAP CONC. PAD - RAMP MAILBOX '` 12" to 1 B.O. a.+- C. f PER. JSPS i / ..y.<....>>_> CENTERLINE STREET SCENARIO I -REAR ACCESS TO CBU I f - i l \ \ I /r /l \\ 1 1 'If" '� ,y,. r! � li 'III I III 1 VDOT- o`, I' LETURN', rF7' rNA. o t s,AMPE T ER< / , .� - �_ `- \ ....- :I 2%" DIAL 28" DIA. 22' LEA ` - n ._ _ __ I, 70'!, #A . .....'. 1 >- ---.-- SEEP .. �..... I _. DE?AIL A�-_ -- �. IN S; C0�'ER __.......___. ......... � : % • SECTION INLET FRAME --M1UN kTi 4�')f'ti' PJ r'x`D s49PRe vNA'ED �,r.+,+n+,,.. �"�-E£ E -L Ufi :HECK . -_.. --NEf1rR Fd_ F•' i N^T �` ..,.AI BJLIC S1RJCTIIRAL COMPONENTS SHALL ','OWOi?D1 -LPL 4Tz. !e TH:Cr` , AASkETE^, M222. �+, .A TE A AA H � S. 7 ] 'd"22 \-. E r c r RAMS. AND .AVERHALL HAVE A CONTINUOUS -T ',Y ' HR FLAT BAR (WELDED TO PLASH FIT. t;OVER ONLY) DETAIL A SHEET 2 OF ?. -PECIFCATU STANDRC INLET ANC FKA'v`E DIVER ;a;"`: VIROJOA DEPAP#MEN" OF 3R0,NSP0RF'ATi0N 302 s.u2 406.4 Landings. Landings shall be provided at the tops of ramps. The landing clear lerlgth .shall be 36 inches (915 Frim'I minimum. the larding clear width shall be at least as 12„ wide as the handicap ramp, excluding flared sides, leading to the landing. CONC. PAD ----- - P LE3U PAIN. 12„ PAA.ILBUX I COrtC. PAD p.1 CBU MIN. _ -� ;• Pt ,ILBOX ---- -- --- ------ -- -------- : ' I 11 ( _ I -' ` RAMP DOWN SIDEWALK ( RAMP DO'ddN `', 36°' rriin 1 1 i --Nm- •i - 1 i I 915 r1t FT1 l I t I, I. J �, t �------ - - ---- at least as wide as HANDICAP ' curb ramp RAMP : I I HAND)r AF ---------------------------- I RAMP :� ... - : B.0 C. t -- -------------.. - --- i C&G C&G F.O.C. :. „. B.O.C. - ------------- -- ---- ----- --- - ------------- -------------------------------------------------'------------------------- -- ----E.O.P.----------------- - .i).C.------- C&G --- CENTERLINE STREET SCENARIO II -FRONT ACCESS TO CBU I CENTERLINE STREET I-------------------------------------------------------------------------------------------------------------------------------------------------------------- I figure 406.4 Landings at the Top of Ramps SCENARIO ill -FRONT ---Tc---CBU----�'I- _HOiJT---SI_DEJLK NOTE: REFER TO REACH DETAILS FOR CORRECT LOCATION OF CBU INSTALLATION. 1 Ipq IU a y O 4 z V corn� 1 N Q N W Q� Z ZO Z 2 -� � CM'3 � k O I L U w) 0 0 -z a, LL Q w- GO 0 cc J J Cn Z a Q CL OC2 w O Oco � w 18 VQ Oo 2 N 4K? Q LO W� aoz OCc O N 0 to � o � Wto � Qv a x �� Q � � Q � 0 L,L aW -� vo �f Q z Or - it W �0) W M 9 (vR w 2 z O W z O o- x T 0 i> F 441"I+ p •� r fO .... - O ), / U i JimmyL. Taggart oggart Lic. No. A 22841 ., 10a1�10/23/2019 sS10�G:��NAL E. Q z TT � I.- Ir W a- ❑ 2 Lo (D T �Ij 4 i,.-4 A -I W (n J U O w < cc � CO a � � 1:0- C_ p H U W Q I. -I L� Q W � ❑ 0 W �- Q W .. C4 (-�W MW 0 ix DATE: 1 05-21-2018 SCALE: NA JOB: 8438 SHEET: 12 OF14 END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" -- 60" PIPE HUE END ON OUTLET END -SECTIONS PIGOT END ON 'INLET END -SECTION r HL;8 END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X f x X r------C~- X I - - CONCRETE TO BE ; - dot CONCRETE TO BE E _ 4000 PS: MINIMU4t ......_.- I E J 4000 PST MINIMUM PLAN - `- -- I7_AN .,t................... C........................ -1........... B ..... :AMETF.R JGL�AME IT P?PE '8AR OR S'£EL �TL"'-,"'--.T'-.. - ----:;.� y�� j pA FABRIC STEEL FABRIC REINFORCEMENT, i ice. I .... ........ ..... .................................. ....... .......... ..�... R IPA grETJEkT 7\ 1 r A A : D _ F Io-,--_----....._._-.....-. PAY LINE ------....._.._.... --- END VIEWPAY LINE - SE CTiON X-X END VIEW SECTION X-X .............. _...................... .----------............_----------------------------------------------------- --------------------- END SECTION DIMENSIONS 12" 4" $ -�_, E C 2•-D°' E r-o° D 4'-D" E is" 6"-3 6" c -3 T-8" 4`-0" 2'-6" tall 9:: 2'-3" E T-13" 4._0" 2T' ql <., 2�-11,: 2,,.1„ 5'_0" 24" 9 3'-7" _2'-fill 6,_1" 4'_0" 27" _ ....._30 i' O" 4,.6.• E 1•..7Y9. 2 Sf .. -�E.',,IYA. 7,-, , ......5..0-. 5,_6:. 36" T-3" 5'-3" 2' 42" 48" i'-9" 2'•0" 5'-3" 6'-0" 2'-2" 8'-2" 7`-O" 54" 2'-3" 5' S" 2'-91/<" 8` 21 T•6 ................................................................................................-.............. ................. .................. ..... ... SI "ION fMENSION END _C D a S PIPE DIAMETER ............... ........_.................. 12" a B ---... 4;' 2,_0„ C ...................-. 4._i,. C 6._1,, £ 6,_.,: 10" 21" 9" 2..IT` 3.-2" 6..s., N,6.1 z 4" 10" ,-7" 3 2'-81, 6' 3" 4'•0" 27" a 10�z I 4'-0" 2`-1��' 6'-1 I 4'-6° ....---------_30:: ...-_. 33" _. T-0" 9'-tl • ' : 4'-IO 3'•3i, 8,_3 ,• :_6„ 36„ 4 " 481, 1'- ' 1 5­3" 2'_0„ 6,_D„ 2' ti" 2:_2„ 6,-2,. 6' 6" 7'_O" 54„ 2,_3., 5,-5„ 2._Tg: 8'-4" i 7'-6" W0 2'-6" W-0" 3;-3" 8'-:5" a-0" LENGTH OF PIPE PAY LINE sHauE.uER _ G a NOTES: PIPE LENGTHS SHO'A'N ON PLANS AR,-", BASED ON END -SECTION DESIGN SHOWN ON THE 'EFT IF" THE CONTRACTOR ELECTS A TO USE THE ALTERNATE DESIGN SHOWN ON • �� THE R#GHT, LENGTHS WILL BE REDUCED BY THE DIFFER--NC:E. IN DIMENSION "D". SLOPE DETAIL SPECIFICATION REFERENCE LARED END -SECTION - OR 1211- 60" CONCRETE PIPE CUL`IER I S 02 7/ 3 VIRGINIA DEPARTMENT 3F TRANSPORTATION R 09 1C2..03 CC-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2• ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, 4. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR- MINIMUM CONCRETE COVER 1%". 5. ROADWAY CURB ! CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER, S P R REQUIRED A R E PATHS. F 6. CURB RAMPS A..E .EQURED FOR SIDEWALKS AND SHARED U_. A HS. :HE WIDTH 0 THE CURB RAMP SHALL. MATCH SIDEWALK WIDTH. WHEN CURES RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH, 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP I.ANDING FLOOR. 8. CURB RAMPS WILL BE INSTALLED AND :OCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 15 PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. i IA' T3 17, WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT . ENTRANCES OR STREET CONNECTIONS THE DETECTABLE (YARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CC-12-INS PAGES 204.06 AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A. RADIUS. CD-1 CUT GRADE PAVEMENT SUBBA E FILL UBGRADE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE I SELECT MATERIAL) TRENCH PLACEMENT -+e-- PAVEMENT SURFACE & BASE 1 EW-12 TOP OF CUT PAY LIMITS FOR (TYPICAL) OUTLET PIPE TO BEGIN WITH 45• (ITCH LINE ELBOW � SHOULDER LINE EDGE OF PAVEMENT TRAVEL LANES �.,��• 45 5. EDGE OF PAVEMENT PAY LIMITS FOR OUTLET PIPE TO SHOULDER LINE \ BEGIN WITH 45' DITCH rnp FI IT NE TOE OF FILL ELBOW 00 00000 0 0000 0 0 0. SUBBASE - '- 0 f -12 •p.O. O-p. n•p-O-?6 O96' O09 4--SELECT MATERIAL TYPE IOR IT( Q�i' 17YPECAL) 11 #57 AGGREGATE, #8 AGGREGATE OR CRUSHED G/v �_ `... .. GLASS MEET#NG #a GRADATION REQUIREMENTS. PLAN VIEW T-D>' CEOTFXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR ..o�-- PAVEMENT SURFACE & BASE '- SUBBASE OR CEMENT STABILIZED SUBBASE a 00000 n o 0 0 0 0 o- . • o a • o • o • o - o • 4- SELECT MATERIAL TYPE IE OR SUBGRADE 1'_0"0-0.0 . o • o - o • 6 0 (CEMENT OR LIME STABILIZED) ' #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTIDRAINAGE Gf-ASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MTN,(3 7 DESIRABLE) GRADE. 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS,TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6, INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 7. ALL CONNECTIONS (ELBOWS, WYE$, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO )f WALL THICKNESS (MIN) -INCHES BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 3k �E)E TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SREREFFEREERE NCCEE REV 8107 (AT LOWER END OF CUTS) 5232 01 501 10804 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING- HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. --SIDEWALK 1 r-RArwP "I I MAX 43:1 MAX s s.-r i � t.: � �\ ---- 11 _ 1 T0:1 MAX TYPE A PERPENDICULAR %. MIN 12.1 MAX TYPE B PARALLEL MAX x x 5, TYPE OF p{pE CRUSHING STRENGTH .T 4" NOM. DINER W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI )<X;Z AT X . 2" HIGHER THAN --`�--------"- EDGE OF PAVEMENT AT x X , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR f__TRUNCAiED DOME in! 11 6. �4"C-C 0, 0 0 0 0 0 n oI zj O a 0 a 00 0 4 0 0 0 CL 0 0 0 0 0 0 0 0 0 0 0 0 cr --T LANDING v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RAMP * 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _...--.. SO/-65," OF BASE DIAMETER DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING �� AT BACK OF CURB �.�,- a € 0.3"-1.4" VARIABLE FULL WIDTH OF '•.RAMP FLOOR SEE NOTE 31. SSE pIAMF_TER _. PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL \VDO I- A COPY OF THE ORICINAL SEALED APND SIGNED DRAWING IS ON FILE IN THE CENIRAL OFFICE. SPECIFICATION DETECTABLE WARNING SURFACE REFERENCE BOA; AND BRIDGE STANDARDSCG-12 (GENERAL NOTES) 105 SHEET 1 OF 5 1 REVISION DATE 502 204 01 1 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 CG-12 PERMISSIBLE CONST. I / JOINT 4 71 Y7' 2 Mti;v _ TRANSITION GUTTER PAN SLOPL ZS TO 20:1 THROUGH RAMP LENGTH A-.E---I -GUTTER PAN MAXIMUM SLOPE 200 TANGENT PLAN SHAPE TO MATCH FACE OF R6Ai7WAY CURB 2'.0" MIN. 5`-O" MIN. BACK OF CURB- 1246: 1 MA . c 20 : 1 o -- 48: 1 MAX. SECTION A -A TYPE C PARALLEL & PERPENDICULAR APPLICATION RpAOWAY ('R J E INPERCENTIN MINIMUM RAMP LENGTH FEET 4" CURB 1 6" CURB 0 2 4 : 2 2 3 5 3 3 6 4 a B 5 5 10 6 7 14 7 13 15 8 15 15 THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. Y_--a• AT X , 2" HiCiHER THAN iP EDGE OF PAVEMENT AT XX, SAME. AS TOP OF CURB AT )K , 2" HIGHER THAN EDGE OF PAVEMENT AT X )K , SAME AS TOP OF CURB a V} o � a fROSSWAt- K. EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER STRIP NOTES: 1, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. 2. THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND SLOPES ARE AS NOTED. 3. THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 5' X 5' MEN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. 4, GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 201 AT THE RAMP OPENING, 5. DIAGONAL PLACEMENT IS NOT PERMITTED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWNG :S ;0N FILE IN THE CCNTRAL OFFICE- XVDO`t' REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIf)CIF STANDARDS 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION RFVSON DATE SHEET 4 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204,04 IN BL PERMISSIBLE---� CONSTRUCTION T ,- # 5 D! Ws..-. 8, LUNG 12" C C P 5' B f TRANSITION GUTTER PAN SLOPE �- TO 0:1 THROUGH RAMP LENGTH 2 TRANSITION GUTTER PAN SLOPE A GUTTER PAN MAXIMUM SLOPE 20:1 TO 20:1THROUGH RAMP LENGTH 8-0" Min. 4'-0" Min. BACK OF CURB --� ""I MAX. /- 48,1 MAX, 20:1 MIN I SECTION TI A -A �------=�i w n g ri e��f 10:1 Mom . �- e 5' S' -PERMISSIBLE CONSTRUCTION JOINT e " U SECTION B-B NOTES: 1, FOR GENERAL. NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5, THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP, MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. _. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING, 4, DIAGONAL PLACEMENT IS NOT PERMITTED, TYPICAL DESIGN SL-1 #5 BARS Q 8" C-C TYP. #5 BARS a 8" C-C TYP. A A g B TT _ TTT PLAN WALL THIIICKNESS VARIES PLAN 6" CLASS A3 CONCRETE CLASS A3 CONCRETE SECTION A -A NOTES SECTION B-B 1. STANDARD SL-1, MANHOLE SAFETY SLABS, SHOULD BE REQUIRED AS PART OF THE DRAINAGE DESIGN FOR MANHOLES, JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHOULD BE W TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. 2. THE COST OF THE SL.-11S INCLUDED IN THE STRUCTURE. THE DRAINAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY HOW MANY SAFETY SLABS ARE NEEDED FOR EACH SEE CAST IN PLACE DRAWINGS STRUCTURE Ate THE QUANTITY SHOULD BE NOTED IN THE REMARKS COLUMN ON THE FOR FURTHER DETAILS DRAINAGE SUMMARY. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR ADDITIONAL SAFETY SLABS REQUIRED WHEN PRECAST STRUCTURES ARE SUBSTITUTED g• # 5 BARS Q 8" C-C TYP. FOR CAST -IN -PLACE STRUCTURES. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER .. WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. ;j .� • ��►"°^;`•� '� 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 <4000 PSI. REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY TYPICAL PRECAST UNIT 30" LONG). SPECIFICATIONTYPICAL CONCRETE SAFETY SLAB REFERENCE F£R£CE 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES VIRGINIA DEPARTMENT OF TRANSPORTATION If 14614 Cco O 1poe, '6 Lo , TYPE A WITH BUFFER STRIP EXAMPLE INSTALLATION METHODS SEE PLANS FOR LAYOUT _0, CROSSWALK p p TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) SPECIFICATION A COPY OF THS ORIIINA. SEALED AND SIGNED DRAINING IS ON FIL7 IN TkE CENTRAL OFFICL_ \VDOT REFERENCE C G -12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARD, 10' TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 of 5 5DZ 504 VIRG!NiA DLPA:TTMENT OF TRANSPORTATION 04/19 204.02 2016 ROAD & BRIDGE STANDARDS CG-12 A *5 DOWELS. 8" LONG' 1 PERMISSIBLE ACONSTRUCTION T 12" C-C a �5'MIN r. 5'<.tN. JOINT t Max 12:1 MAX _ 071 ��{' -- ( �9 � 9�,\ l�b���x)��"�, 4 MIA, 12"`• MAX WITH BUFFER STRIP .' RAMP I _� 1•� RAIAFTABLE) .-.�ti SEE TABLE'>� iSE£ \,- r • i - F A TRANS{TTON GUTTER PAN SLOP,. :, %,��.. lr,-• -`�5' TO 20:1 THROUGH RAMP LENGTIT u;:-. MIN - TRAI'JSi€ION GUTTER PAIN SLOPE TO 20=1 THROUGH RAMP LENGTH -GUTTER PAN MAXIMUM SLOPE 20:1 qY•, -'' 2" 12:1 MAX_--'• 4 i? 5' 0" MtNAT SHAPE T° MATGr' FACE WITHOUT BUFFER STRIP I OF ROADWAY CURB I PACK OF CuRR 48 :lVAX 46 : 1 VAXEXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT 2' MIN. _ 0pF, 4N:: MAX. SECTION A -A -. A DIN 431VAA. DETECTABLE WARNING SURFACE - PERMISSIBLE - � CURB CONSTRUCTION JOINTft t_ CROS SWALK SECTION F3-E, GO>� IGPdCRETE NOTES' ONE DIRECTION 1, FOR GENERAL NOTES ON THE DETECTABLE: WARNING SURFACE, WITHOUT BUFFER STRIP SEE SHEET I OF 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20=1 AT THE RAMP OPENING. 4. DIAGONAL, PLACEMENT IS NOT PERMITTED_ 61 TYPE B PARALLEL APPLICATION ROADWAY GRADE MIMMUM RAMP LENGTH IN FEET IN PERCENT 4" CURB 6" CURB 0 4 6 1 5 2 5 & c 9 4 r3 12 5 tr, 15 t 14 t5 tVDOT ROAD AND BRIOGE STANDARDS SHEET 3 Of 5 REVISION DATE 204,03 04/19 R0S, <NALK CROSSWALK CONCRETE ONE DIRECTION WITH BUFFER STRIP oyP CURB H� cRoss;aaLK TWO DIRECTIONS SMALLER RADII TWO DIRECTIONSALLARGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALEE; AND SIGNED DRAWING ;S ON IN THE CEN'1RAL SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 2016 ROAD & BRIDGE STANDARDS CONTRACTOR'S RECORD DRAWING REQUIREMENTS CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF REDLINES. REDLINES SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE IDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE REDLINE MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: GIBE DATED AND REASONABLY SCALED. 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, S L D. 2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION 3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' 4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' 5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS 6. USE CLEAR LETTERING 7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR X THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. 8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC 9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) 1o. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS 11. CROSS OUT ANY PLAN REFERENCE TO APPROVED) EQUAL AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS 12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. 13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLIICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. 14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN REDLINED TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DE(.SIGN DRAWINGS. ANY ITEM NOT REDLINED ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO IBE CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN . NAME, TITLE l9013 DATE (CONTRACTOR) I-I'A a CC � G r� U r L N d Q � z O O RW Z Z O U -' J y r W OO VQ ON Q Q ? Q LLi v, Z Cfl Q W Z J J y aW W � Q� UN z W W A c� W 2 z O W o I I {I €{df s s( iF f 's s , 5 F i I I S S s { E I E Z 0 � s s - 1 C/i U zN W O , I } i [ i I F I i E I I I ( s 1 s I [ I � W � S I LLzb ; o�*0,1,Tx of LIB Jimmy L. Taggart Lic. No. 22841 4� ,10/23/2019 t�� SSrONAL E� Q z T � m� G T Q I-� w J C� U O W Q � Q N � U W Q W 13 F~ ~ � Q W W J mW (� W DATE: 05-21-2018 SCALE: NA JOB: 8438 SHEET: OF 14 -PERMISSIBLE CONSTRUCTION JOINT e " U SECTION B-B NOTES: 1, FOR GENERAL. NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5, THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP, MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. _. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING, 4, DIAGONAL PLACEMENT IS NOT PERMITTED, TYPICAL DESIGN SL-1 #5 BARS Q 8" C-C TYP. #5 BARS a 8" C-C TYP. A A g B TT _ TTT PLAN WALL THIIICKNESS VARIES PLAN 6" CLASS A3 CONCRETE CLASS A3 CONCRETE SECTION A -A NOTES SECTION B-B 1. STANDARD SL-1, MANHOLE SAFETY SLABS, SHOULD BE REQUIRED AS PART OF THE DRAINAGE DESIGN FOR MANHOLES, JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHOULD BE W TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. 2. THE COST OF THE SL.-11S INCLUDED IN THE STRUCTURE. THE DRAINAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY HOW MANY SAFETY SLABS ARE NEEDED FOR EACH SEE CAST IN PLACE DRAWINGS STRUCTURE Ate THE QUANTITY SHOULD BE NOTED IN THE REMARKS COLUMN ON THE FOR FURTHER DETAILS DRAINAGE SUMMARY. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR ADDITIONAL SAFETY SLABS REQUIRED WHEN PRECAST STRUCTURES ARE SUBSTITUTED g• # 5 BARS Q 8" C-C TYP. FOR CAST -IN -PLACE STRUCTURES. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER .. WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. ;j .� • ��►"°^;`•� '� 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 <4000 PSI. REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY TYPICAL PRECAST UNIT 30" LONG). SPECIFICATIONTYPICAL CONCRETE SAFETY SLAB REFERENCE F£R£CE 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES VIRGINIA DEPARTMENT OF TRANSPORTATION If 14614 Cco O 1poe, '6 Lo , TYPE A WITH BUFFER STRIP EXAMPLE INSTALLATION METHODS SEE PLANS FOR LAYOUT _0, CROSSWALK p p TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) SPECIFICATION A COPY OF THS ORIIINA. SEALED AND SIGNED DRAINING IS ON FIL7 IN TkE CENTRAL OFFICL_ \VDOT REFERENCE C G -12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARD, 10' TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 of 5 5DZ 504 VIRG!NiA DLPA:TTMENT OF TRANSPORTATION 04/19 204.02 2016 ROAD & BRIDGE STANDARDS CG-12 A *5 DOWELS. 8" LONG' 1 PERMISSIBLE ACONSTRUCTION T 12" C-C a �5'MIN r. 5'<.tN. JOINT t Max 12:1 MAX _ 071 ��{' -- ( �9 � 9�,\ l�b���x)��"�, 4 MIA, 12"`• MAX WITH BUFFER STRIP .' RAMP I _� 1•� RAIAFTABLE) .-.�ti SEE TABLE'>� iSE£ \,- r • i - F A TRANS{TTON GUTTER PAN SLOP,. :, %,��.. lr,-• -`�5' TO 20:1 THROUGH RAMP LENGTIT u;:-. MIN - TRAI'JSi€ION GUTTER PAIN SLOPE TO 20=1 THROUGH RAMP LENGTH -GUTTER PAN MAXIMUM SLOPE 20:1 qY•, -'' 2" 12:1 MAX_--'• 4 i? 5' 0" MtNAT SHAPE T° MATGr' FACE WITHOUT BUFFER STRIP I OF ROADWAY CURB I PACK OF CuRR 48 :lVAX 46 : 1 VAXEXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT 2' MIN. _ 0pF, 4N:: MAX. SECTION A -A -. A DIN 431VAA. DETECTABLE WARNING SURFACE - PERMISSIBLE - � CURB CONSTRUCTION JOINTft t_ CROS SWALK SECTION F3-E, GO>� IGPdCRETE NOTES' ONE DIRECTION 1, FOR GENERAL NOTES ON THE DETECTABLE: WARNING SURFACE, WITHOUT BUFFER STRIP SEE SHEET I OF 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20=1 AT THE RAMP OPENING. 4. DIAGONAL, PLACEMENT IS NOT PERMITTED_ 61 TYPE B PARALLEL APPLICATION ROADWAY GRADE MIMMUM RAMP LENGTH IN FEET IN PERCENT 4" CURB 6" CURB 0 4 6 1 5 2 5 & c 9 4 r3 12 5 tr, 15 t 14 t5 tVDOT ROAD AND BRIOGE STANDARDS SHEET 3 Of 5 REVISION DATE 204,03 04/19 R0S, <NALK CROSSWALK CONCRETE ONE DIRECTION WITH BUFFER STRIP oyP CURB H� cRoss;aaLK TWO DIRECTIONS SMALLER RADII TWO DIRECTIONSALLARGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALEE; AND SIGNED DRAWING ;S ON IN THE CEN'1RAL SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 2016 ROAD & BRIDGE STANDARDS CONTRACTOR'S RECORD DRAWING REQUIREMENTS CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF REDLINES. REDLINES SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE IDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE REDLINE MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: GIBE DATED AND REASONABLY SCALED. 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, S L D. 2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION 3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' 4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' 5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS 6. USE CLEAR LETTERING 7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR X THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. 8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC 9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) 1o. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS 11. CROSS OUT ANY PLAN REFERENCE TO APPROVED) EQUAL AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS 12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. 13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLIICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. 14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN REDLINED TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DE(.SIGN DRAWINGS. ANY ITEM NOT REDLINED ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO IBE CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN . NAME, TITLE l9013 DATE (CONTRACTOR) I-I'A a CC � G r� U r L N d Q � z O O RW Z Z O U -' J y r W OO VQ ON Q Q ? Q LLi v, Z Cfl Q W Z J J y aW W � Q� UN z W W A c� W 2 z O W o I I {I €{df s s( iF f 's s , 5 F i I I S S s { E I E Z 0 � s s - 1 C/i U zN W O , I } i [ i I F I i E I I I ( s 1 s I [ I � W � S I LLzb ; o�*0,1,Tx of LIB Jimmy L. Taggart Lic. No. 22841 4� ,10/23/2019 t�� SSrONAL E� Q z T � m� G T Q I-� w J C� U O W Q � Q N � U W Q W 13 F~ ~ � Q W W J mW (� W DATE: 05-21-2018 SCALE: NA JOB: 8438 SHEET: OF 14 TYPE A WITH BUFFER STRIP EXAMPLE INSTALLATION METHODS SEE PLANS FOR LAYOUT _0, CROSSWALK p p TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) SPECIFICATION A COPY OF THS ORIIINA. SEALED AND SIGNED DRAINING IS ON FIL7 IN TkE CENTRAL OFFICL_ \VDOT REFERENCE C G -12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARD, 10' TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 of 5 5DZ 504 VIRG!NiA DLPA:TTMENT OF TRANSPORTATION 04/19 204.02 2016 ROAD & BRIDGE STANDARDS CG-12 A *5 DOWELS. 8" LONG' 1 PERMISSIBLE ACONSTRUCTION T 12" C-C a �5'MIN r. 5'<.tN. JOINT t Max 12:1 MAX _ 071 ��{' -- ( �9 � 9�,\ l�b���x)��"�, 4 MIA, 12"`• MAX WITH BUFFER STRIP .' RAMP I _� 1•� RAIAFTABLE) .-.�ti SEE TABLE'>� iSE£ \,- r • i - F A TRANS{TTON GUTTER PAN SLOP,. :, %,��.. lr,-• -`�5' TO 20:1 THROUGH RAMP LENGTIT u;:-. MIN - TRAI'JSi€ION GUTTER PAIN SLOPE TO 20=1 THROUGH RAMP LENGTH -GUTTER PAN MAXIMUM SLOPE 20:1 qY•, -'' 2" 12:1 MAX_--'• 4 i? 5' 0" MtNAT SHAPE T° MATGr' FACE WITHOUT BUFFER STRIP I OF ROADWAY CURB I PACK OF CuRR 48 :lVAX 46 : 1 VAXEXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT 2' MIN. _ 0pF, 4N:: MAX. SECTION A -A -. A DIN 431VAA. DETECTABLE WARNING SURFACE - PERMISSIBLE - � CURB CONSTRUCTION JOINTft t_ CROS SWALK SECTION F3-E, GO>� IGPdCRETE NOTES' ONE DIRECTION 1, FOR GENERAL NOTES ON THE DETECTABLE: WARNING SURFACE, WITHOUT BUFFER STRIP SEE SHEET I OF 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20=1 AT THE RAMP OPENING. 4. DIAGONAL, PLACEMENT IS NOT PERMITTED_ 61 TYPE B PARALLEL APPLICATION ROADWAY GRADE MIMMUM RAMP LENGTH IN FEET IN PERCENT 4" CURB 6" CURB 0 4 6 1 5 2 5 & c 9 4 r3 12 5 tr, 15 t 14 t5 tVDOT ROAD AND BRIOGE STANDARDS SHEET 3 Of 5 REVISION DATE 204,03 04/19 R0S, <NALK CROSSWALK CONCRETE ONE DIRECTION WITH BUFFER STRIP oyP CURB H� cRoss;aaLK TWO DIRECTIONS SMALLER RADII TWO DIRECTIONSALLARGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALEE; AND SIGNED DRAWING ;S ON IN THE CEN'1RAL SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 2016 ROAD & BRIDGE STANDARDS CONTRACTOR'S RECORD DRAWING REQUIREMENTS CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF REDLINES. REDLINES SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE IDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE REDLINE MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: GIBE DATED AND REASONABLY SCALED. 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, S L D. 2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION 3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' 4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' 5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS 6. USE CLEAR LETTERING 7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR X THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. 8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC 9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) 1o. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS 11. CROSS OUT ANY PLAN REFERENCE TO APPROVED) EQUAL AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS 12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. 13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLIICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. 14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN REDLINED TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DE(.SIGN DRAWINGS. ANY ITEM NOT REDLINED ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO IBE CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN . NAME, TITLE l9013 DATE (CONTRACTOR) I-I'A a CC � G r� U r L N d Q � z O O RW Z Z O U -' J y r W OO VQ ON Q Q ? Q LLi v, Z Cfl Q W Z J J y aW W � Q� UN z W W A c� W 2 z O W o I I {I €{df s s( iF f 's s , 5 F i I I S S s { E I E Z 0 � s s - 1 C/i U zN W O , I } i [ i I F I i E I I I ( s 1 s I [ I � W � S I LLzb ; o�*0,1,Tx of LIB Jimmy L. Taggart Lic. No. 22841 4� ,10/23/2019 t�� SSrONAL E� Q z T � m� G T Q I-� w J C� U O W Q � Q N � U W Q W 13 F~ ~ � Q W W J mW (� W DATE: 05-21-2018 SCALE: NA JOB: 8438 SHEET: OF 14 tVDOT ROAD AND BRIOGE STANDARDS SHEET 3 Of 5 REVISION DATE 204,03 04/19 R0S, <NALK CROSSWALK CONCRETE ONE DIRECTION WITH BUFFER STRIP oyP CURB H� cRoss;aaLK TWO DIRECTIONS SMALLER RADII TWO DIRECTIONSALLARGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALEE; AND SIGNED DRAWING ;S ON IN THE CEN'1RAL SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 2016 ROAD & BRIDGE STANDARDS CONTRACTOR'S RECORD DRAWING REQUIREMENTS CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF REDLINES. REDLINES SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE IDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE REDLINE MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: GIBE DATED AND REASONABLY SCALED. 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, S L D. 2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION 3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' 4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' 5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS 6. USE CLEAR LETTERING 7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR X THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. 8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC 9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) 1o. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS 11. CROSS OUT ANY PLAN REFERENCE TO APPROVED) EQUAL AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS 12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. 13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLIICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. 14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN REDLINED TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DE(.SIGN DRAWINGS. ANY ITEM NOT REDLINED ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO IBE CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN . NAME, TITLE l9013 DATE (CONTRACTOR) I-I'A a CC � G r� U r L N d Q � z O O RW Z Z O U -' J y r W OO VQ ON Q Q ? Q LLi v, Z Cfl Q W Z J J y aW W � Q� UN z W W A c� W 2 z O W o I I {I €{df s s( iF f 's s , 5 F i I I S S s { E I E Z 0 � s s - 1 C/i U zN W O , I } i [ i I F I i E I I I ( s 1 s I [ I � W � S I LLzb ; o�*0,1,Tx of LIB Jimmy L. Taggart Lic. No. 22841 4� ,10/23/2019 t�� SSrONAL E� Q z T � m� G T Q I-� w J C� U O W Q � Q N � U W Q W 13 F~ ~ � Q W W J mW (� W DATE: 05-21-2018 SCALE: NA JOB: 8438 SHEET: OF 14 V FRAME & COVER (SEE FIG. S-1-D,E) STREET SURFACE OR NON ---PAVED AREA SLOPED AREA V-O" MAX 2, 0„ RUBBER COATED STEEL 3`-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES FILLETS CHANNEL TO BE _ 3/4 DIAMETER OF - CONTRIBUTING -�--- CONTRIBUTING `- ' SEwER. a a .. `d . 12" A FILLETED INVERT OR A SMOOTH TRANSMON OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. ----- MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T,S FIG. S-1-A TD- 25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE, 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) r A_� 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4", 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45"0'0" IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG, S--2 - TD-33 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER —CUT CONDITION UNSTA SOIL INITIAL BACKFILL LAIR FILL AS LOVED BY ACSA STABLE SOIL OR #fib STONE N OTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. LL SHALL r 3.THE INITIAL BACKFI LL H LL BE PLACED AND COMPACTED IN 6 LIFTS. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION 8c BEDDING NTS FIG. W-2 TD-2 F-- w J z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN I� !� IA \ ` � � - BRANCH 12" -; -+----- I t ! Gt 2" t FLEXIBLE CONNECTION NOTE, WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL IL - BE CORED AND A FLEXIBLE CONNECTION BOOT „ o INSTALLED TYPICAL._ MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S—I—B TD-27 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" 1N ANY DIMENSION 24"MI 8"MIN INTIAL BACKFILL* EMBEDMENT (6" LIFTS) Id * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE � MECHANICAL TAMPER NO. 68 STONE — -- HAUNCHING BEDDING 6" max 4" min OUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE !.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIIRELY WITH NO, 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL. SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES-- VIH E THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' t8"-22" 7 CU, FVALVE BOX L #68 STONE +� 42"MIN 6" GATE . ; +I VALVE 6., X 6" .. TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST ° 11 + •� UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN 1 IN IN A 3 2 MIN. COVER V R FROM E T THE MAIN p THE FIRE HYDRANT ( INCLUDING DITCHES } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED r E IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 '\ E m N � o i IN W n m N J v o t--- Eo ci Ew 4a E t1t+6! � Mid N vU W �• a E I!" to A En IS x„0)2 IS n" p [ 0 o c C. E �M o liea E �Om .-tom 0 A j F1 z sw N E a E N� Nu N,C•y n�, MA, it] c� a 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D 18" 6„ PIPE SLOT (2 PLACES) TD-31 14 1/2" 12 1/2" 18" METER BOX r i �ry y 'L � tit 6" EXTENSION COVER LIFT NOTCH 12 3/8" WA TER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. w-7 TD-13 PLACE 5' GALVANIZED WITNESS POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT G TO HIGHWAY DEPARTMENT APPROVAL., FINISHED GRADE of I II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z 1J d' z N d - M.J. GATE VALVE WATER LINE 2500 P. S.I. CONCRETE THRUST BLOCK 1 4 4. d 9 4. n 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG, W-5 TD-9 (4} 1• (25mrrQ Dbt 1mLFs /r oN 52 s a' (95amm) Gu 27 1/2. OIA ! 1/2� O BOLT j51 /4:- [38mm 26 j 1/4:- CIA � 1178mm} 24• DIA jti06mm) 25 7/16" Du { s 11F- [722mm} --'�—t (t8mm} \ j914mrn1 { [650mm F 1/2" rRAIAf=SECTION (! 13/76" z' (slmm) tEtseris L20mmj __jL CRECF35Ep P1USNi j25 m1 } nm; t,'32.,I-I 22 13/16" [54mmfijG [S7mmj L57916mj 0 25' 1 3 8" [35mm 535mm } A [17mmj j 9/16" O.D. OF GKT GROOVE L CAM BOLT [famrnl SECTiCN VIEW 1/4" (6mm) DW �Y r---�.. NEOPRENE GASKET DCrAX r (2) WSHR 1/16 X 5/8 X 1 1/2 S l W Y. 2) Co Sp 180G' - RUBBER PARE# 909B7045 [5mm 2400 /2, [4tmm Pam# ON51 11x3 1/2 S5 PLAN L'IEV! 1 1/8• (29mm) DV. BOSS [6mm [13mm '53 DIAL STAINLESS STEEL ROD P st318 FSD OD 5S PICKBAR 5 LCCK-Urh HOLE DETAIL NOTES NLR HX S/B-it LY NYtx 1, ALL MANHOLES WITHIN 100 YEAR FLOOOPLAN OR LOCATED IN AREAS SUBJECT TD FLOODBIG SHALL HAVE WATERTIGHT FRAME dt COVER. � P. 00901254 2 ALTERNATIVE DESFIN. FOR WATERDGHT COVERS WILL BE CONSIDERED, (2) NUT HX 4AM 5le-1! ZN 3, COVERS SHALL BE FIXED TD FRAMES WITH LOCKNC LOGS OR SWIUAR ASSEMBLY. PART# GOB81228 (2) 1835R LOCK LUG _TYPICAL WATERTIGHT (SHORT) PART# 00193585 MANHOLE FRAME & COVER LOCK LUG AssEMeLY N.T.S FIG &t-E VARIES� 4" DIAMETER BRANCH VALVE 80X AND VALVE M.J. PLUG VARIES WATER MAIN RESTRAINED JOINT FITTINGS ON—LINE (TYPE ,.B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK co METER BOX (SEE FIG. W-7) VALVE II NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF ,. GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW —OFF ASSEMBLY NTS FIG. W-8 TD-19 ' �v 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1• TYPE 'K' _.._ SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1'x1'x1• TEE NOTE: O NO SWEATED F17PNGS 2' DUAL SERVICE IL 1• COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVEO EQUAL I. TYPE "K" SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY RESiOENDAL SEWACE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERV✓CE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID FNISNED GRADE 12'-15' tALWR4G MEtER BALL BOX r T& 36" MIN. COPPERSETTER 1/8 BEND COUPLING - s„ MffER CORPORATION STOP �zplk �i BRICK u n�1.-,-Y�:'• NECESSARY ;r':w f:t,;,., a s s sI AND OR OUST UFIDER.��. - 1,';:. a• DIAMETER DRAIN PIPE, fz" BDX AND SETTER 'TT ""' 2-INCH �. ( << ..�r LONG STONE POGKEF, YDOT MINIMUM TNKMNE55) SPEC. 261 NO. 57 AGGREGATE TYPICAL SERVICE LATERAL. INSTALLATION (5/8" & 17i METERS) NTS FIG, W-6A TD--10 NOTE: TOT LOT EQUIPMENT TO BE BURKE OR EQUIVALENT. CONTRACTOR SHALL PROVIDE SUBMITTAL TO OWNER PRIOR TO ORDERING TOT LOT EQUIPMENT. D 4 D <I D 4 1 SWING D a 1 SLIDE a 2 CLIMBERS D D a 1 BUCKABOUT o o 10 a 2 BENCHES o © a NOTE: FENCING TO BE CENTERED ON COLUMN. FENCING TO BE EITHER STAINED OR PAINTED FLAT BLACK PER LANDSCAPE ARCHITECT. TOT LOT DETAILS NOT TO SCALE WIRED BACKED PROPOSED WOODEN RAIL TOT LOT FENCE N.T.S. — FINISHED GRADE AIR RELEASE VALVE ILI BRASS OR BRONZE PIPE — BRONZE GATE VALVE ATOLGRADE - IF BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE K" SOET COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V, AND FITTINGS, FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3 IN SITUATIONS WHERE HE A.R.V. TASSEMBLY EM LY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE, AIR RELEASE VALVE (ARV) NTS FIG. IN---9 TD-20 OPTION: WWF (4X4 OR 3X4) CAN BE ADDED BETWEEN POST AND FENCE BOARDS IF ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. 8' O.C.; TYP. PLAN 4 X 6 X 6 POST; I" WASH ON TOP. SET POST A MIN. OF 3' IN GROUND. SECURE POST WITH QUICK DRYING CEMENT (OR EQUAL). 6" HALF -ROUND OR 4 X 4 POST CAN BE SUBSITUTED FOR THE 4X6 POST SHOWN AT OWNER'S REQUEST. FENCE COLOR: BLACK • U 0 y O *0 U vL CO � CO 2 Q ZO O ■■ww O \ ^ W / ILL Z Lj Z OV >cQ w G rw W 'V 2 U e O cm Q? aL0 W (6 OQ U - �, 0 rho V WO U� �l ? X O� Q LL J CC It -j Uj = W w Lr) 'K U N F- O O I- W co 0-) 1;T W 2 z W o O Z O 3 I i F- a V2 zN v W F�1 W I AyTH op p40 � Jimmy L. Taggart Lic. No. 22841 �v4 ���,�� 10/23/2019 Gti�'�' sStONAL E� Q z T � 2 7 H U m W _J P-+ ( f) U 0 W Q a H V Q W f ~ Q W ~ Q _J mW C¢ W G O DATE: 05-21-2018 SCALE: NA JOB: 8438 SHEET: OF14