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HomeMy WebLinkAboutSUB201900170 Plan - Submittal (First) Road Plan and Comps. 2019-10-22vSITE DATA OWNER : DEVELOPER : PLAN PREPARER.• TAX MAP PARCEL No.• PARCEL AREA: ZONING.• CURRENT USE - PROPOSED USE BUILDING HEIGHT SETBACKS• AREA SUMMARIES, - GROSS RESIDENTIAL DENSITY MAGYSTERIAL DWRICT.• S76RWWA7ER MANAGEMENT WATERSHED.• BOUNDARY SOURCE.• 7OPOGRAPHY BENCHMARK.• DA7UM: FLOOOPLAIN. PARKING REQUIRED (THIS PLAN): PARKING PROVIDED. LANDSCAPING• LIGHI7NG' BELVEDERE LAND HOLDINGS LLC PO BOX 7505 CHARLOTTESI&LE, VA 22906 NEW BELVEDERE, Inc. 610 WEST RIO RD CHARLOTTESVILLE, VA 22901 ROUDABUSH, GALE, & ASSOCIA TES 914 MON77CELLO ROAD CHARLOTTESOLLE, VA. 22902 (434)-977-0205 15.00 ACRES R4 RESIDENTIAL STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED VACANT CLUSTER DEVELOPMENT Ilgplipllllllllll IIIIIIIIIIIIIIIIIIIIIIIII III III' IIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIII14- 1i plllllllllllllllllllll Ij�j II Illll,iplipppplllll II IUU41191pIIlUllll 111111111-1 �) (IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII l�d IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII Ili. IIIIIIIIIIIIIIIIIIIIIIIIII IIII-I IIIII u�ll (III III IIII IIIII lilh I I�� IIIII I IIIII IIIII II IIIII I,p IIII IIII= � III 'IIII ����� IIIII , ICI . ,II� i II IIII IIII+ III -1 IIII I�I�� I pp UI IIIII ����� Ilhl I, hhl lou I �II� IIII luu uw Iglu o,u III olu uuu uul uul nul uul dl III II 18 SINGLE FAMILY DETACHED (BELVEDERE PHASE 5 PART 2, NOT INCLUDED WITH THIS PLAN) R I O MAGISTERIAL DISTRICT, COUNTY OF ALB E MAR LE, VA 5 SINGLE FAMIL Y DETACHED (BEL VEDERE PHASE 5 PART 1 - THIS PLAN) 38 SINGLE FAMILY A TTACHED (BEL WDERE 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 = 65,3400 SF (15 AC) TOTAL IMPERVIOUS BELVEDERE PHASE 5 PART 1 = 111,603.29 SF (2.56 AC) TOTAL PERVIOUS BELVEDERE PHASE 5 PART 1 = 541,796.71 SF (12.44 AC) 4 DUTAC RIO MAa57FRIAL DISTRICT SEE VSMP SUBMIT7ED UNDER SEPARATE COVER. UPPER RIVANNA RIVER PLAT "DIVISION OF DUNLORA" PREPARED BY W. MORRIS FOSTER, LAND SURVEYOR, DATED NOVEi41BER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED AT 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 88 VERT.: NAD83 THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFEC77W DA7EfEBRUARY 4. 2005. 7TMO (2) PARKING SPACES FOR SFV = 2 * 5 = 10 SPACES TM j2) PARKING SPACES FOR SFA + 0.25 SPACES FOR EVERY LOTS = 2.25 * 18 = 86 SPACES 96 PARKING SPACES REQUIRED SFD: 2 DRIVEWAY SPACES + 2 GARAGE SPACES PER UNIT = 20 SPACES SFA: 1 DRIVEWAY SPACE + 1 GARAGE SPACE = 76 SPACES 18 ON -STREET PARKING 114 PARKING SPACES PROVIDED SEE LANDSCAPING PLAN SHEET FOR MORE DETAILS ALL PROPOSED U6H77NG WILL NOT EXCEED 3,000 LUMENS EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 4000 OR MORE /N177AL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWA Y FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. ALL OUTDOOR U6H77NG ,SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT A WAY FROM ADJOINING RESIDENTIAL D157RICTS AND AWAY FROM ADJACENT ROADS NO EVIDENCE OF A BURIAL S17E WAS FOUND ON SUBJECT PARCEL. NO STREAM BUTTER(S) ARE PRESENT ON 7PE SUBJECT PARCEL. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS SITE lS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR, GENERAL CONSTRUCTION NOTES PLAN NOTES 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE MI ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). VICINITY MAP SCALE: 1'=1000 FEET REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR CONCRETE & ASPHALT 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 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 AND/OR THE UTILITIES. AD IN E ES. NO ADJUSTMENT COMPENSATION OR SCHEDULE WILL BE WED / ALLO FOR DELAYS RESULTING FROM WITHOUT SUCH INSPECTION. OW 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 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM COMPACTED BY MECHANICAL MEANS. 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 RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND RISING.. ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS 4. 1/2' PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON EQUAL TO THE UTILITY'S STANDARDS. ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE 5• ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. SERVICE'S OWNER OR AUTHORITY. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN 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 SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. RESPONSIBILITY OF CONTRACTOR. EARTHWORK DRAINAGE, It SITE CONDITIONS _ 6 AND FIRE HYDRANTBY THE CONTRACTOR. CONTRACTOR ALL AKEEP TER MA EREDL SREVISIONSBE 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. NVALVESPERFORMED SHALL SET OF PLANS DOCUMEENTINGMALL SUCH AS-BUILTONS 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. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS 2. CONTRACTOR SHALL 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 STREETS 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 BACKRLLED 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 UTILITIES &DRAINAGE SYSTEMS 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. 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 8. 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 17 FOR RECORD DRAWING REQUIREMENTS) THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDLJNED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWNGS ANY ITEMS NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN" FOR: (CONTRACTOR) SHEET INDEX SHEET 1---------- COVER SHEET SHEET 2---------- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 3---------- LAYOUT PLAN SHEET 4---------- SITE PLAN SHEET 5---------- UTILITY PLAN SHEET 6---------- GRADING PLAN SHEET 7---------- ROAD PLAN AND PROFILE - FOWLER STREET SHEET 8---------- ROAD PLAN AND PROFILE - ROAD A SHEET 9---------- ROAD PLAN - TEMPORARY FIRE ROAD SHEET 10--------- ROAD PROFILE - TEMPORARY FIRE ROAD SHEET 11--------- SIGHT DISTANCE PROFILES SHEET 12--------- STORM INLET DRAINAGE MAP SHEET 13--------- STORM SEWER PROFILES & CALCULATIONS SHEET 14--------- SANITARY SEWER PROFILES SHEET 15--------- LANDSCAPE PLAN, NOTES AND DETAILS SHEET 16--------- DETAILS SHEET 17--------- DETAILS SHEET 18--------- ACSA DETAILS i rl=ri=nvn EXISTING INTERMEDIATE CONTOUR 332 EXISTING INDEX CONTOUR - - --- �tp - 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 I = t I = EXISTING SANITARY SEWER --- ;------- Ka -----•• ----•-- 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 EX 15' OAT 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 12 1,234 VPD 0 18 APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION �J 0 p �o y 0m •'� N 0 Z am 20 F�1 u Oka j0 � a IK w 0 rcW j_j U) Q� Ct%. w w 0 0° � , t3 t OJ N Q IK a 9 �(0 O , cV W v o� 4? jr (� CL W w Lo U C3 y ` z� W 0 � (o CD �- w O 0 W = Ir#7I 1h99art Lic. No. 22841 4+� ��. 10/22/2019 tip'"1 z T CD W J tr Q W J L ill V J U c) O W J Q z w rn D � N o x 06 W ID Q F- c p 0 U Q Q ci) 00 [r W Q w W U) W (� m � O_ Ir DATE: 10-22-2019 SCALE: 1':1000' JOB: 8438 SHEET: OF 18 / --A-- t-4---\-- \ i`Vol rA A STEEP SLOPES (K4ANAGEC) STEEP SLOPES (PRE8ERVEO) / � \` ` ` ` ~ �^// � '/ \ -~ � \ \ '� SOIL LINE TYPE y | } ~`\\ \ ' � Q5 � ` ----� �~ - \ / ` \` -- � (SOIL TYPE) ` --- /~ ` | | , ` ` . \ \ \ \`� ` \ | / ��/` ~_ \ \ \ / / / ` ^ -- \ ' / '~N� ^` \ \\ \~~ -- ~~ / / ' /' / ~— `^ � ~ ' ~^ ' f.4 J. BOUNDARY LINE INFORMATION LINE REARING DISTANCE 0 <• cf) D c\l <:3 0 20 a: Z Of0 a vs 0 ft LL@) z r LLI 4 % cc tu _j M>t cf) it --% Uj LU Q Mc 00 ft -j C\l % .4;t- < 9 Er cy Olt C) CY) C\l C) ul ca t" < — 0 ir 0 LL tu Qz rc —LLI1 - CL —j Lf) 03 (30 IK c\l 0) z P: 0 4, W 0 Q T— cr) c)) V LLI z Uzi z 0 ce tA O� LLI uj c; z I'I'TH op 4* VA eol Jimmy L. Taggart Lic. No. 22841 10/22/2019 . IONAL (D z cc: w -i cl z a- C) w < < 2 (.0 < W - U W 0 M: < z a. D D L C\j 0 0 0 (D C6 W a. C) IM < < w 21(-/) 00 -j w Ir < 01 w U) W ED 0 DATE: 10-22-2019 SCALE: V=30' JOB: 8438 SHEEP OF 18 3 • 0 < C-A CO 00 cc"jj < z ao z o ao 5O AZ !,Wz QCu -1 is cc w w 00 C43 j cm .4 cr cm -K < 9 :to x (0 a CON. 04 W 0 M U- lu fa C.) C3 'K cm z rL 01-- W 20 L-u- t 4 ZT- co CD "t w z 0 C 4'j M z LLI m. LLI d z (��TH Op 7 Jimmy L. Taggart Lic. No. 22841 -0 10/22/2019 ;.-,is IONAL D z 0 w z c < (0 w -i LO W CDw LL < z F =cL — ::) cm 00 Od W (D 9 F- C/2 CL < Q < w 0 0 W < Cl W >1 F- w 0 DATE: 10-22-2019 SCALE: 1"=30' JOB: 8438 SHEEP 4 OF 18 to a"[R. . sal, • v _ i a � 8 47.9 i 4 i 0 0 LEG EN D BELVEDERE LAND HOLDINGS LLC -- — TMP 62A3-1 VACANT m �',� / ': '� �-• `d,'!` �- / FUTURE PHASE 5 PART 2 ZONING: NMD . 90.78 ACRES .,.�. _ ,� STEEP SLOPES (MANAGED) / - s / d J �-`- ,' �i .-' ( `-' r�`r• -' STEEP SLOPES ( PRESERVED ,✓- .-- �, •''"r ,,'� �,,- ,,• •'�'` _fig, f,:,; � � r,,,, '--' �•,;.-.-• �,,; %�,;!•� r:-. � ..- `'"•�''-�• :•:- - ..•c- � "�"'• • .�"•' <�<�'.r.,:-•' ,-- �-,.•!" � .. .... ) N !'r, . y ✓ ,. r , Q �. _B DE T2 J co co- i� � ! � '®•-_.. �,--�--•-.._.. ...,,„,,,� �` '`• .,,• �,,, � -•,, �< ..,,,� '` /b, `'— ••_._ •,,.-� �3 ---•+ v.-•• ,,,,,.....-• � -- f•�,:- .:''!( '��`', f . ate...•, . � 1/ ,`' ,'� C. 1✓j_,_ �„ ,,.,.• ••`" ` ✓- TA l r _..• N rn pit / MP0END ROi R�� J - KER ! 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No. y 22841 Iv �10 1 a/22/2at s �g88�dNAL Z T � W J Q � C) w w T JLL W JQ 0 Q Q z J 0 c\1 (o od O w � Q Q L1J � cn 00 Q Ir `W / cl W J � MW W Q < cl DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SHEET: OF 18 T "All A v V �'A V'4 50 0 50 100 150 M M M AN" I-M M SCALE: ML1M"=50' 470 465 460 455 450 445 440 435 430 425 420 Design ADT 5 Average Daily Traffic, or VPD: Present Year: Design Year: Growth Rate Design ADT at Design Year: Percent Trucks: Design Traffic Volume: IV Design Pavement Index: 438 7 2019 2020­ 0 438 12.2 Surface Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A) Prime & Double Seal or Blotted Seal Surface Intermediate Asphalt Concrete (IM-1A or 113)(Superpave IM-19.OA) Base 1 Asphalt Concrete (BM-2 or BM-3)(Superpave BM-25.0) Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface Untreated Aggregate (21A or 21 B) Cement Treated Aggregate Cement Treated Select Material, Type 11, min. CBR=20 Select Material Type I & 11, non -plastic, min CBR = 30 Select Material Type 11, non -plastic, min CBR = 20 Soil Cement Cement Treated Select Material, Type 11 Cement Treated Select Borrow Base 2 Untreated Aggregate (21A or 21 B) Cement Treated Aggregate Select Material Type 1, non -plastic, min CBR = 30 Select Material Type I & 11, non -plastic, min CBR = 20 Soil Cement Soil Lime Cement Treated Select Material, Type 11 Cement Treated Select Borrow "I / /", I - I PLAN VIEW FOWLER ROAD EXT PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1"=50" VERTICAL SCALE: 1"= I Oil ormn IF WRzffivae7i .. it T :741 AI.A01 ILI /00 30= 9+7510+00 N 12+00 13+00 14+00 58' PUBLIC R-O-W POINT OF 15+00 16+00 17+00 4" 3000 PSI FINISHED 4' 3000 PSI 3CG-6 1.5 .. CONCRETE VDT I Z) I u UMAUt1',' VDOT al U CONCRETE ' SM-9.5 CG-6 " 1/4": 1' 1/4": 1' ...... f14- 1/4': 4" VDOT 21A 4" VOOT 21A Q`rnmr RAW: STONE BASE 6" VDOT 21A BASE SUBBASE (21A) `6" VOOT 21A STONE BASE 4" BM-25 STONE BASE 5' 2 19' 10, 2' 61 CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE SIDEWALK STRIP 0.5' INCLUDING PARKING 0.5' STRIP SIDEWALK 33.5' 24.5' TYPICAL SECTION FOWLER STREET (25 MPH DESIGN SPEED) N.T.S. 19+00 Soil Support Measured CBR 1 5 0 Results: 2 CO 3 0 4 C\I 01 5 _,..__x. __ Z <n 20 Measured CBR Average: 5 ;t F3 loco Zcb a: @Laz) Design CBR: 3.3 to 5; "LL 1 0 Resiliency Factor 48 Soil Support Value 3.3 lu -i _j Total Proposed Thickness Index: rc 1z W r2 loco U., OK 00 -1 C\1 Material Equivalency Min. Max. lgr -A ;t ir Cy - < Thickness, (h) Value, (a) Inches Inches (a x h) co X - -------- 0 C'h C-4 1.5 2.25 1.5 3 3.4 04 3 . ....... . . k 0 C.0 0.84 0.0 0w fr 64 0 U_ A CL 4j 0 2.25 2 2 0.0 Cc -LLJ In •1 --- C4 4 2.25 3 9.0 �- 0 0 1.60 6 0.0 z r 0 1.00 6 6 0.0 0 1.67 6 6 0.0 Cf) 0 1.50 6 6 0.0 zLU 0 0.84 6 6 0.0 0 X 0 0.60 6 6 0.0 0 a- 0 1.00 6 6 0.0 1:4 0 1.17 6 6 0.0 L 0 1.00 6 6 0.0 6 0.60 4 8 3.6 0 1.33 4 8 0.0 0 0.50 4 8 0.0 0 0.40 4 8 0.0 0 1.00 6 8 0.0 0 0.92 6 8 0.0 0 1.17 6 8 0.0 0 1.00 6 8 0.0 z 0 Total Proposed Thickness Index: 16.0 Fez NOTES: 70 1. MAINTAIN A MINIMUM OF 9 OF COVER OVER WATERLINE 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 465 S. MAINTAIN 1' MINIMUM VERTICAL. SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 15 MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND 460 WATERLINE 5. STANDARD CD-1 AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN 455 HEREON OR AS FEW CONDITIONS DICTATE. & INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A 3.5' HEIGHT OF EYE 450 AND A 35 HEIGHT OF OBJECT. 445 -rlry 435 430 425 420 TRIP GENERATION PROPOSED IRE CODE DESIGN SPEED DU PEAK PERIOD RATE %PM VPD/ � PER DAILY � VPD PM � PEAK TRIPS PM � IN PM OUT IN OUT SFD 210 25 mph 23 9.44 63% 37% 0.99 23 217 137 80 SFA 1 230 125 mph, 38 1 5.81 67% 33% 10.52 120 1221 1 148 173 PROPOSED TOTAL 143 1438 12851158 4" 3000 PSI CONCRETE -t " STONE BASE TYPICAL SIDEWALK SECTION N.T.S. F�� �yTH Op ;0o 0 7 9 Jimmy L. Taggart Lic. 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SCALE: 1"=50" VERTICAL SCALE: 1"=1011 -",- 1 1, 1 � ,.;,� �`A` ^. \ � ` ,h 11. t �. V ti 470 470 _,-__n, -.__ -_._ __--._-_._•_.____ _ _ _r _.___- -_ - __-.. _---_.----_- __�T___-,_ _____�-_- - - - - _- " - ..I.-,-.-.- _-__ __,. _ _-_._ _ --_--, _-,_.- _ -,.-_ _ _-,__.-__,�_.__,_--. __ _ _ ____ _--___---_-__ _ _ __ .-_-. _ ___.,_.- ___ _-___ .w,---__- __ 465 _ ¢ ;__-_ - - ,_ ---_,---__ _r__-- .. ...-W-- -- - 150- ---- ___ ___ _. _- - _.__._--- 4 65 .--. fn- _ t� _.. 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XISTIhIG GRADE -- } 4- _- , _.:._._ _ -` -- , _-._ _ _ _ __.__. _____ --___c sc -.---_,_-,_-_.._,_- _ -_ __ 450 __ -_.: __ ___ __--.--_. ._._. -- NOTES: _ - _. _ __-_-_ _ 1 c -- -_ _ � __ ______.__._ .__ -,_ -_ -� ---_•-- _-__ __.___.__ _ '_-GRADE - _____ .__-- ,---- . __._ _-._. _.__.- „r __,__�. , -- �_.-,_.. _._ _ ___� �� _ 'ki c a _ _ __-__ _ - ___-�__ � ` ..-_ - _ _ ;4�� 445 _� _,. _.. ___.-_ _ _._-.__.. _ _ _ . -____.-_ _ - _..._ _ __._-._ _._ 445 1. MAINTAIN A MINIMUM OF 3' OF OOVER OVER WATER. _ - -_ � - _ ., _ . _ _ __ _ _ _ __.___ ....__ _-- _ ___... __.._._.-_-_.. ___._- _-,-._-- _-_-.__.__._ _ ____._-_. _. _-_ ____- _,. __ ---, _- -- _. __-_____. .. --.____-______-__ _ w_. _..__- _ _ _ -. -- - - - . _. _ _ 2 FNl. BE P AT 9596 . _ _--_ ___ ____._-. _ -.__ ___ __ WWI - 11 -1 440 440 S. 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MAINTAIN 1.I� MINIMUM VEtii1CAL�/WATiON BETWEEN SA(�YTARY SEiNERAND ____ _w_.-_. _ .--._ 435 . _..___ ..__.___- 435 WATERLINE. ___.._._,_ _ -- _-_-.� __,. _ __.-__.._ z __ . __._ _._._ _._ _. _ __-___--__- __ _ _--, �____ _ _-___-_-_._.,__- �__ __-__,-_---_ -__ ---_-._ -,- ____ --_-_. . <,. ____ _ _. _- „ _.__- _ _�_ _ _,_ -___-_____ • jj- $. $TANDARD CD►1 AND CD,2 UNDERDRAINS AREE_ 1'O BE PROVE AS SHOWN __- _ _.-__., _ _ _ T_.____ .-.___.r___._ .. __ -_- _--_ _Y_______, _. _- �___--- _ _--_-_,_ - _-_-_.-__ __ _ __-__-_-___ _,-_,__ _ _ _--_--, _ _.-- , ..� -__.- __..___--_, ,__-,_,___ 430 - '� 30 I'R60N CONDITIONS DICTATE. .fir' J ----.0 _____ ._ _____. 11 _ _ _ u __-__ _ - .._. - ..- _._._ N ._____._- ..__.._....__._.__-_. _. ._._,_.._-_.__.___----__ ---- _- . ----- _---. _ _-.__ ,. _ _.____ .. -Y _. ___� ,.__ ._ ._.,�, _._-..._. -- --- ---� _ _._,..__. -_._,. 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No. 22641 w4 d���t1a/22/2a19Gti{� g810NAL 1 Z* l Z T T- Ir w 0< J cr --cg 0- ❑ G �] �i .J Lo M P4 10- W J I CI) o w O J Q Q d. z � p � CL cq 0 pe a 06 w � c;8 ❑ Cc CL Q i QW o 2c o a, jr W iQ o < w P4 I ~ WM (5W < 11 DATE: 10-22-2019 SCALE: 1 ":50 JOB: 8438 SHEET: 8 OF 18 FIRE ROAD FOR ADAMS (1) PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1 "=50" VERTICAL SCALE: 1 "=10" 51 50 50 49 49 48 48 47 47 46 46 45 45 44 44 43 43 42 42 41 41 40 40 C 4 0 )5 )0 )5 )0 35 W 75 70 >5 5o 55 50 E5 W 55 50 ?5 !o 5 0 )5 )0 100 150 POINT OF 1�- FINISHED GRADE, 3 1/4': 1' 1/4": 1' —f- 3 :1 8' VOOT 21A' STONE BASE i0' 10' TRAVEL LANE TRAVEL LANE TYPICAL SECTION GRAVEL FIRE ROAD N.T.S. NOTE: THIS EMERGENCY ACCESS ROAD PROPOSES TO CONSTRUCT A 20' WIDE GRAVEL PATH THAT WILL CONNECT FROM BELVEDERE PHASE S PART 1 DEVELOPMENT TO THE FUTURE EXTENSION OF FARROW DRIVE a 0 ran = V W 0) m a� 2 zo o>= Ch jO a t'. LZ r 0 rcW �J °k i cn a 1040 �w Z 0� o00 N Q K ? Q L? 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III - - � _ __1 . . -L----'-- -------- �75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 VDOT 10-YR LD-229 STORM DRAIN DESIGN COMPUTATIONS Pipes* Page I Line Inlet DnStm D" Inlet Tt I Flow Invert Invert I Line Line Una Capac Vol pipe No, III Ln No Ar" Time Sys Me III Up Length. SIOW Shm Fullf Dn Travel 19I (mtnl (ml n) (in/hrl (cfs) (ft) (ft) Eft} (%) (in) {eft} (fVs ), (rrd n) f 21 Outfarl 10.16 5.0 121 5,66 12M' 432,00 4332I 1 11961 1,07 24 25,36 7,58 042 2 14 1 0.13 5,0 12.0 5,67 11.88 4-33,31 433,47 27,244 0.()O 24 18.78 6.22 0.11 3 15 2 014 5,0 11.6 5,75 974 433,57 434,15 92.063 0.63 24 19,45 528 043 4 16 3 0 50 5.0 114 5.78 849 434.65 435W 63.406 066 18 9.26 594 019 5 17 4 026 5,0 11.1 SZ3 587 435.17 43559 64,137 065 18 921 332 028 6 23 5 010 5,O 9;9 6-06 3,42 435I69 438,62 156,463 1.87 18 15,57 194 1 17 7 4 6 0 01) 0.0 9.7 610 2,98 438,72 439.01 29041 0.99 15 11.37 447 025 8 3 7 010, 5,0 9.2 620 103 439.11 439 M 5T083 1,00 18 11.37 5,09 0.49 9 2 8 0,11 5,0 50 7.24 0,63 43978 440,68 89-612 100 � 18 1140 104 4,20 10 5 8 048 5.0 $.0 7.24 2,33 439.78 440,00 36.197 0.60 1s 8,87 386 0,413 11 13 2 0,16 5.0 6.2 6.89 2.20 433457 437 14 724816 4.90 24 54.25 119 166 12 12 1 1 026 5.O 50 7.2-4 1 54 437-24 43900 36 742 4.78 24 53,63 327 1 25 13 16 5 035 50 5,0 1 7,24 187 435l39 43596 271?i J.W I8 1134 106 043 14 19 4 024 5.0 5,0 7,24 1,35 43517 43543 27154 (195 18 11 13 077 059 15 20 3 017 5,0 5:O 7,24 0-97 434,65 434,94 29,317 1.OD 1S 11-31 143 0.89 - Project File: Proposed Storm 191021.stm Number. of Ines: 15 1 Date- IWI12019 NOTES, Intensity = 88.24 1 (Irtlet tinto + 16_60) 1 0-03 -Mum period,- 10-Yrw , -CrilkvI depth slom &�wafl I VDOT 2-YR LD-204 STORMWATER INLET COMPUTATIONS Inlets* Page 1 Inlets* Page 1 1 Line Inlet III Inlet I Runoff Iner Q a Q Inlet Curb Junct Gutter Gutter Cross Cross Gutter Gutter No. ID Area Time Inlet Coeff 0 Carry Cape Byp Eft Lon Type Slope Width SI, Sw SI, Sx Depth Spread (ac) (rriln) (Initir) (C) (1:1S) (Gf5) (Oft), (03) (111p) (ft) (ftfft) (ft) (ftfft) ("t) (it) (it) 1 21 016 50 5.69 074 067 D 00 0,67 O�00 100 8.00 Curb 0,016 2,00 0,08,0 0,020 018 284 2 14 0,13 5.0 5.69 0.62 GA6 000 1 GAS 0.00 100 6.00 Curb 0,016 2,00 0080 0020 0.15 1.92 3 15 0,14 5.0 5.69 065 052 0.00 0,52 0.00 100 8,00 Curia 0016 Z00 0.080 0020 016 203 4 16 050 50 569 055 1 57 000 1 57 000 100 14,00 Curb Sag 2.00 0 D80 0020 023 571 5 17 026 so SM 0.70 1 04 000 1.04 000 100 10,00 Curb 0021 2.00 0.050 0020 02D $78 6 23 0.00 00 0.00 O.00 000 0.00 0100 010 0 8.00 Curb 0010 2.00 0080 0020 000 0 DO 7 4 0.00 0.0 O-DO 0.00 000 ­. .... ... ­.- - MH ..1. ­_ ... ... . I- ­_ a 3 0.10 510 5.69 0.80 0.46 028 073 0.00 100 8 �00 Curb Sag 2.00 0080 2000 -375 -46,86 9 2 011 50 5,69 079 0,49 0.00 0,22 0.26 44 6.00 Curb 2000 2,00 0080 O020 006 OZO 10 5 048 50 569 13.67 1 83 000 1.83 000 100 14.00 Curb Sag 200 0080 0,020 025 634 11 13 0.15 5,0 5.69 071 0.61 000 061 0.00 100 6:00 Curb 0.010 2.00 0080 0,020 0,19 325 12 12 026 50 5,619 0.62 1 21 000 1 21 000 100 10,00 Curb 0010 2,00 0080 00,20 023 553 13 18 0.35 so &69 074 1 47 000 147 000 100 10.00 Curb 0,021 200 0,080 0020 022 4,94 14 19 0,24 50 5.69 0.78 107 0M 1,07 000 100 10,00 Curb Sag 200 0M80 0,020 022 525 15 20 0,17 50 569 079 076 000 0,76 0,00 100 10.00 Curb 0016 2.00 0.080 0020 018 324 Project Fite: Proposed Storm 191021,stm I Number opines' 15 1 - Date: 1CV21t201g NOTES Intensity = 69,871(Inlet time+ 13.10) 1 0 87 -Return period = 2 Yrs,; *'Criti"Idoplh I stcr�lscm­5 465 460 455 450 445 440 435 430 425 420 415 410 \1 /A A I 0 U ') 4 <40 2 0 . 4% X: cm C/3 0) M cmmr U_ A CM d < =)20 9T^ %a:@)CIO 5;0ZQb U_qK*-Lag CO cc ku a Q --ji _j 5;;;� .< IlUt 0:;; Q 2 r � M 0 - U qK 00 i cm � 1015 It Q z ac ir c\1 0 a ." ftft ca N. , cm 0 A Thy 1 It (a 11.1111 < 'T 0 I tL;t ft a: 04 Z a �6 111c cc CUM g ul- Gn 0% 'k ca 'K III ,Q 0- 01 181D 0 0 rz I r- 0 It- � CY) V Ir- A 9 O CY) V III z 0 0 M 04 _/ �.UTR op P" 'eo,� , erl"r , . C-�+500 0 #, e 'A VA 8" 7 / �� or 0 ) Jimmy L. Taggart 4 Lic. No. 1* 22841 40' % 6 �_40. ** 1 0 / 2 2 / 2 0 1 9 ,,.,;�O�, &S-rONAL '%'f < z T_ (5 ir Ir W z 0 < j Cc P z < a- C) < 2 W I �::) i Lr) (O M � 0- W T__ _j _j < LL � cl) W 0 0 - < Q�i z 06 W (D a- F: 2 = P14 0 < W < M q: 1­- U) = �2 0 C) � 0 M fr III F_m _j :5 cc �0 J W �_ a 1104 0 r�W 3 In < 0 cl ' DATE: 10-22-2019 ' SCALE: AS SHOWN JOB: I 84M 1 � SHEEP 13-- OF 18 r � SANITARY SEWER A-G 470 H3 A C D E OF 470 SMEARY SEWER LATERAL SCHEDULE 465rn 465 460 460 455 455 450 450 445 445 440 440 26 0 1.93% 435 435 430 430 425 425 420 420 415 415 410 410 405 405 400 400 9 SANITARY SEWER B-L 475 `./ __ -c- K 475 470 470 465M Ll 465 460 460 455 455 450 450 445 445 440 440 435 435 430 430 425 425 420 420 415 415 410 410 9 NOTES: 1. MAINTAIN A MINIMUM OF S OF COVER OVER PIPE 2. THE CONTRACTOR 18 TO VERIFY 96% COMPACTION IN ALL FILL AREAS. Se MAINTAIN 1-V MINIMUM VERTICAL SEPARATION BETWEEN N SANITARY SEINER AND WATERLINE. 4e MAINTAIN 1' MIIIbKrMM VEITTIGAL SEPARATION BETWEEN STORM AND SANITARY SEWER. Invert Pipe ------ Lot SR ---------- Lot rrn t Basement Floor eft. Between BF and ------ is A b B Invert I n Percent of Pi Length Fro Str Lateral Length Lateral MbJ Invertln Percent of Pipe Length From Str Lateral Length Latersllnvert Basem ent Floor Dift, Between BF and Cat. Inv." Lot tt 437.83 0 51 % f t28 70 438.37 452.00 f3.63 2 164 10 438.3T 452.00 13.63 3 186 t0 438.37 453.00 74.63 4 209 10 438.37 481.00 t 4.63 J Invert In Percent of Pipe Length From Str Lateral Length Lateral lnveR Basementfloor DifE Between BF and Lat. Inv." Lodi 439.09 5 10 439.83 452.00 12.37 6 10 439.63 452.00 t2. 37 JtolK Inwrtin Percent of Pipe length From Str LaferalLength Laterallnvert Basement Floor Dift.BetweenBFandLatlnv." lot# 439.29 7.03% 7 43 10 W1.S2 482.00 tD. 48 8 64 70 441.74 45D.00 8.28 9 87 10 441.97 450.00 B. a3 t0 t30 t0 442.42 450.00 7.58 tf 753 70 442.85 449.00 6.35 12 176 10 442.89 449.00 fi. t t K Invert In Percent of Pipe Length Fmm Str Lateral Length Latenllnvert Basement Floor Dirt. Between BF and Lat. Inv. Lot #t 441.36 t3 f0 441.9D 448.00 6.10 t 4 40 441.90 447. W 5 f 0 I:G} _.t E « , ........... ....,..__.,_.. _. ..__-__«....,__,__..__«....._..... _i...... . .. ......._. ..,__.:»:-.. ,.....,.._,.. ._ ,....,..... _.. _. _, gib_, ..........,._..,.. ......_..,_._ __.....,_......,._,.._........_-__.......__.__.. _..... .: a. ,.._. .. ..._....,.... _..... • , : t 4f3 ( i S I _. ...,....,.__,tom .... ....... ...._- '.lL. �_....._._.._.«_.._....__...,_._.._._ e - w - � � 11 II -� III ras sm M=_ II 1 III 11 III I I� � I II II I _ II I I oil .. � `►. �a•�dl.?•}�'1� - .:.•Ili-- _ Ilt' -;�'I'���� 1 II � � � . e � II a I ■ I I 1 I I � I�11 '� � Ua U ttn = � rnm N Q W a� ZO _Cc ot* >0 a qK,- -Z LL �/� O� W _ � J �V JJ_ L w W Q� _jN Q JZ � N w as 04 t O T� O �✓ Z n Oi c itft p� ..j J � W W uo U� "( _ N z0 Or- W Crn G � 2 r� W V 2 Z W o 0 a rd.r. aF �r�c r on � Jimmy L. Taggart Lic. No. 22841 Al" ���,��1a/2841 s�l4�► 88jONAL $� Q Z T � W J 0= z o2 J LO m M r Q 0 Cn 0 U Q � z a J_ T� a- � iw 06 W 0 fr Q oo °� or w Q > Cl W U) w m < 0 fr DATE: 10-22-2019 SCALE: AS SHOWN JOB: 8438 SHEET: 14 OF 18 r � PLANT SCHEDULE KEY QNTY. BOTANICAL NAME COMMONNAME SIZE NOTE 10-YEAR TREE COVERAGE AREA (SF) TOTAL (SF) Canopy Tree GT 16 Gleditsia triacanthos inermis "Shademaster" SHADEMASTER THORNLESS HONEYLOCUST 1.5" Cal. B&B 424 6794 QC 9 Quercus coccinea SCARLETOAK 1.5" Cal. B&B 370 3330 TC 14 Tilia cordata Greenspire GREENSPIRE LITTLELEAF LINDEN G S 1. 5 Cal. I. B &B 249 3486 ZS 13 Zelkova serrata 'Village Green' VILLAGE GREEN ZELKOVA 1.5" Cal. B&B 452 5876 TOTAL 19,476 - • Y. » + ' C" r ...,,. GENERAL NOTES & MINIMUM STANDARDS y ,r ' 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE ' APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL. BE VERIFIED PRIOR TO BIDDING.` TREE SA ' ..,:,.,,.. , • , p r ,IDS. "'a • ^. 3. TREES SHALL BE 1.5 MINIMUM CALIPER MEASURED 6 ABOVE GROUND LEVEL WHEN PLANTED. "::' - ... . �►4' , .. .r . ,a 4. TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF ... .... ... il_ w a THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. �, w :.. ,. .__ —. - _ .- .- :-BELVEDERE LAND HOLDINGS LLC y~'� , ..... m. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA r,\ ~�� ` -. __ �. • p ' ' .: TMP 62-16D .. NURSERYMEN'S DES ' ASSOCIATION, THE VIRGINIA SOCIETY OF LAN APE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN ., , "''+,, ~-" .., - . � . •"•- ._� • •' ,' • ,__� .._-. -- :� :.. • . OPEN SPACE ..� . • v� • � � ' '-�"' ��--�- ' �� ,W -:, J SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF° ♦ ,. w.r ZONING• R4 TRANSPORTATION. • -- W 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT 15.0 ACRES :.. "MISS UTILITY" AT 1-800-552-7001 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO , .. . .._}.- • " ' CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTORS EXPENSE. 05 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNERS ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.- -,, 9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING v,., _-_ -+.• � -_ -'- . • • • �e. • � ,a.- • • � ., _.... - • _ ,.". - OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 60 r , x� �..-' "'�. 1 LEGEND j r� FUTURE PHASE 5 PART 2cd .t M V if 1 Cb ,_._.., '(D JJ ��i wII\ — -�Nt " �- i..jri STEEP SLOPES (MANAGED) P. 20 SAN; SEWER ESMT. --- — — --- - L / PROS" - -- S k r. • STEEP SLOPES (PRESERVED) ..'' ..-..«. / ..w"- .-• .;.r,--' C :,",.»>.,., , ,..,.." t _. $ ,. .,, .... _ V.-. a ._, _ _ . _. ,..,...... .gy.:_ " ..,. • `t ,,..r.. • _ 4' SCARLET OAK ,_ ... p fi OBJECT. . ,. r.•� �... sic J HT �ISTANiC OBJECT N� ...,.E 1 ,kV S SHADEMASTER THORNLESS HT 28 a• ` _ a... .... .._. _. s.,,.-_..... _ R t .• ,..� b. b j ": ,.. 1 tr e HONEYLOCUST ,• •,,,�--, ,,., . �W. �,. r r DI _,r,. ,y , w b ,s o ea •.r, i Y � - - _ _ -Al. 1 wry 1 p r ,3 GREENSPIRE LITTLELEAF LINDEN SID T T S T LOT r.. , ,896 SF y t "F F o.o66 AC s o VILLAGE GREEN ZELKOVA }- .< db w � r ; __.. r 2 � ' 4 t' „ dcq ° s } . N o F r a " r t , F ✓ r + a a „ ... ... , a .-y.... - . i w' r a. i e .. ,A , o _ C? € p � f gat , F _ t j► \ �. • r r �! rr 'i � y ,r l, "f _ �l t f t jf E r ti Z , ' a r REINFORCED RUBBER ; PRUNE DEAD OR DAMAGED ,., r \ ,•' 1 / HOSE, ARBOR TAPE, OR" BRANCHES. DO NOT PRUNE -tee _- '�. \ CENTRAL LEADER. �``-� . / �..� � N NYLON WEBBING N . N ^ / { REINFORCED RUBBER HOSE c.S., •+, ., _ , ✓' -_ ARBOR TAPE, OR NYLON WEBBING ~^'`'�' o' r 2X2 HARDWOOD STAKE fn ` ��" - •. �.'" '' PLACE TOP OF ROOT BALL SLIGHTLY i ABOVE GRADE.J ._-''`" •••,. __ y ' 1 r � a SHREDD D HAR WOOD_ r ° MULCH kMIN. 4� DEPTH `',,•.~--�� m n , DO NO MULCH AGAINST TRUOF TREE 3?, _ s osNK 1 f ✓ ! EARTH BERM AROUND BED , E , r f fi,`�'` ' f t REMOVE STRINGS WIRE, BURLAP N Z3 J� ; 30 = T'� r::•,-':_ FROM TOP 1 3 bF BALL -�' i )N UNDISTURBED SOIL DECIDUOUS TREE PLANTING 30 0 30 60 90 SCALE: 1 "=30 /I 01 Ua 0 � U CV Cn �a 2 a� z� U ogo o 4 qK ,- J ? C4 W J J_ cut �a � w 4 O 03 -ZccN Zia Urn Cv `1 W O O �Z pw y a.W wL0 m U o 01 W 0o W � �- rnNr w Z Z W o 0 a ATH op Ll�'ys r Jimmy L. Taggart Lic. No. 4 oo 10/222/2019 ,{v g88r0NAL � z T 0 I— > Cc III J Q zQ W H W ^`�/�) L / V/ M Lu �.�..I T Q � W U O 06 W a a ❑ W Q 2 T � W o 0 Li W Q A cl w J ~ W m Q 0 Cc DATE: 10-22-2019 SCALE: 1 "=30' JOB: 8438 SHEET: OF 18 6 ft min wltr&e S' 3 ft mln I Ptiarit l}iv imp 7 ir? MfL next" to raft W curb 4 fly IrIl . elsewte re (CarllpxXw S pWeli ft,1 } It ft jl�t� s{:I Is PQVed COrASr.("4€ s'� 10n 611 an .SS1.�ff.IC�t'. Onat t9 �'.�d%ukT��ai ,stril r ill till of the' stdewintil fzlw r, ft all iktrlJl fW be "sldil rAarf of the trd►rntmfn w1dM.requirel for sl$ewi lk. tr rr t 11 3` tr t f 1 J'f ees Cire ,T#t9nfiG �f � ,D64`estr'It�n Qrt�as, �X sn� p101X81:1 r1 his �' � �d8 .a p1e1I I)V prole. opx Tvl d by ft 51 Ad)Wi)istrrr?&''s Dies ii fbe III of sjdeWa(k Pc.TSS419 til tree well shrift be ut 161 fW In 11 FIGURE 9 - DETAIL BRICK OF CURBS MATERIALS TO TRENCH SPOILS TO BE PLACED ON THE GROUND TO BE GRADED BE PLACED ON THE LOW SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE TRENCH DURING CONSTRUCTION. AFTER BACKFILL. DURING CONSTRENCH TOP OF GROUN a-- SLOPE COMPACTION PER COUNTY SPECIFICATION REMAINING BACKFILL SHAM NOT CONTAIN 36" MIN. ROCK, CLOD, OR DEBRIS MATERIAL LARGER THAN.'5 IN ANY DIMENSION. 24' MIN. MIN. INITIAL'BAraKFILL; (6r LIFTS} #THOROUGHLY 660ACTED BY HAND OR APPROVED. MECHANICAL TAMPER. EMBEDMENT DIAMETER OF PIPE -s-SPRING. LINE. OF .PIPE HAUNCHING' BEDDING: 6" MAX. 4" t(IIPI. NO. 68 STONE FOUNDATION (( A&L BE REQUIRED WHEN SOIL CONDTCIONS .&UNSTABLE) [ALL PIPE] NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. BEDDING, BACKFILL AND TRENCH SPOIL PLACEMENT SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. STANDARD MH-1 - NOTE: FRAME N COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR co BRICK AS DIRECTED BY THE ENGINEER. /,• 2,_0„ a o n zU w oo - •6" FLAT SLAB TOP AS DETAILEI ON STANDARD T-MH-2 MAY is SUBSTITUTED FOR TAPERED o SECTION WHEN APPROVED B' 4 THE ENGINEER. ST'D. ST-1 - BEVEL 45° � OJ o ¢> n �m SHEET 1 OF 5 REV. 7/01 106.01 T-DI-1 STANDARD DI 1 FRAME TOP ALTERNATE � GRATE- TOP #4 BARS Q 4" C-C T- Il - 4'-10" �U�O���������� #4 DIAGONAL BAR ! I I I I CALL CORNERS imnm TYPICAL ERNE ]HEME ti 4-!� 4'-10" DIAMETER ^`4'-10" DI-1, 1A PC RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR. METAL 12" 2'-6„ 2 5" 15" 2'44' 2'-8" 18" 3' 0 z" 2V 3 _3 " 4 3 -2" 24" 3`7 3`5" 8" DOWELS 12 #5 BARS 1800 LBS. •I GROUT 1 LONG (WITHOUT GRATE) (63 LBS.) .°� Y•! NO TES 1. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2, CONCRETE TO BE 4D00 PSIMINIMUM. NOTES 3 REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR 0-RING GASKETS OR BUTYL RUBBER. 4• CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT, 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS, 5. SEE STANDARD Di-1, 1A FOR DETAILS OF FRAME AND GRATE. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 103.0 302 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES I.QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU,YARDS CU.YARDS 4 0.5 0,785 1.437 5 0.7 0.785 1,699 6 0.9 0.785 1,961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 D.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3,455 12 2.2 0.970 3.817 13 2.5 0.970 4,179 14 2.8 0.970 4.541 15 3.1 0.970 4,903 16 3.4 0.970 5.265 17 4,0 1.173 6.032 INCREMENT 0,45 - 0.562 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.iNCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4, MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNIESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1, THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THIE STRUCTURE. MANHOLE FOR 12'' - 48'' PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION 0I-2A,28,2C Mill EXISTING OR PROPOSED GALV. L2'/Z"X2'(aa" r-�►E SIDEWALK. SEE NOTE 15 g'-g^ LONG I BACK OF SIDEWALK EXPANSION JOINT 3 -6' _ g" 2'_2"' - GALV. MC6X12 3­ 2 r"BARS A-10 (-�C BARS A-1 � BARS B10" C-C BARS C D`` J' i FACE OF CU I 0 8" C-C 91/a" 12" 9'/a" F� O W BARS A 2'-7• CRACK CONTROL J• 0 10" C-C LSE 3' 0" g,• �C SECTION B-B COLLAR 6' MIN. 2'-7" r-E, D MAX, PLAN VIEW o'MAx. t42-o'" A BAR A S x2")(1/4- /z /zIt L-VARIABLE-MAX. 20' V. SLOPE OF 2'-0" 8" 2'-2" 8" 3'-0" APPROACH BAR F �, SURFACE I GALV. MC6X12 o. nj 3' 2" GALVANIZED MC 6 X 12 I - r0°�1WARPED SECTION D-D >BARS E SURFACE Q 6" C-C WELD2„BEFORE3" DIAMETERV. B BA6S B_lGALV, WELD ALL WEP HOLE tBARS E MC6X12 ISEE NOTE 8 /z" X 4" STUD SHEAR SECTION C-C CONNECTOR FRONT ELEVATION ADECREASE TO r TO COLLAR. WHEN INLET IS USED SECTION E-E WITH MEDIANS. DI DI 1'-4" WARPED GUTTER --� BARS A-1 APPROACH GUTTER C 5" C-C 7" _ ! I I I I71�,-o, N •WEEPHOLE 5„ X I/„ 41L 2'/2"X2'/ 'XI/4" a n� o BARS A-1 I- 2„ SEE NOTE 8 $ENT PLATES 3 GALVAN2Ei) - -I p Q, 0 10" C-C , r �/' BARS A SLOPE OF O n BARS - o 10- C-C APPROACH a o SURFACE 01 FOR USE ON GRADES ° w < OC-B @ / "X4" STUD N : EARS C ¢ /, R SEAR CONN. DI-2C z BARS Ie g C-C a WELDED TO ANGL IRON @ 2' C-C TYPE A svRFACE TYPE B _ I 1 •-STEPS NOSE DETAILS { FLO SEE NOTE S �-�W I �-"--' B" 2'-3" 8" TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. I_ 1 3'-7" TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE FOR USE IN SAGS SECTION A -`A OF 68°30'AND IS TO BE ANCHORED WITH /2"X4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD.ST-1. SHEAR CONNECTORS WELDED TO BENT PLATE AT 2'C-C. SHEE"DF 2 STANDARD CURB DROP INLET _ SPECIFICATION REFERENCE 12'' - 24'' PIPE: MAXIMUM DEPTH (H) = 9' 233 R£Y. 7l05 1V.7/ VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. ^/ A SLOPE TO DRAIN TO INVERT OF OUTLET PIPE ECTION A -A )F TREATMENT IN DROP INLETS WHEN DIFFERENT SIZES OF PIPES J ARE ENCOUNTERED. r` SLOPE TO DRAIN TO INVERT OF NOTES: OUTLET PIPE SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. / MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED ^ IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A s PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR B CLASS C1 EXCEPT THAT 25X OF COARSE A AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE �I ,t ° SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 1 '� „ DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - -�- INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B -B PLAN METHOD OF TREATMENT IN wIANHOLES SPECIFICATION _ REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 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 mi 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 mi maximum and the low mi minimum above the finish floor or ground. side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. Figure 308.2.2 Obstructed High Forward Reach 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor 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 t g ( ) a depth Is 20 inches (510 mi maximum. Where the reach depth exceeds 20 inches (510 1 the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. E E 0 (a) (b} Figure 308.3.1 Unobstructed Side Reach E E N 255 mm 308.3.2 Obstructed High Reach. Where a 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 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mill maximum. The high side reach shall be 48 inches (1220 mm) maximum for 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 (1170 mm) maximum for a reach depth of 24 inches (610 mi maximum. E E 255 mm 255 nnrt -610 mm (a) (b} Figure 308.3.2 Obstructed High Side Reach E E c, 12" MIN. ;','mot CONC. PAD CBU MAILBOX '` 12" to 15" ' •_e: PER. USPS III DI-2AA,2BB,2CG `Bars H #5 �0 8" c-c - " u N = V N N - �m m e� 8" 2'_3" 8" 3'- 7" PLAN VIEW #4 Q 8" D I n I I Optional D Cones. Joint N Bars hi # 5 a Bars H1,#5 12" c-c 0 12" c-c SECTION THROUGH ELEVATION TABLE OF QUANTITIES DI-2A,2B,2C REINFORCING STEEL TYPE L CONCRETE BARS A BARS A-1 BARS B BARS B-1 BARS C BARS E BARS F WEIGHT Cu. Yds. No. Lin. Ft.* No. Lin. Ft. No. Lin. Fil No, Lin- Ft. itE N . Lin. Ft.i!(• No. Lin. Ft. No. Lin. Ft. Lbs. 5I_2A 2'-2" 1.71 4 3'-2" 5 3'-2" 4 3'-6" - - 2'-0" - - - 1'-6" 55 4' 1.95 4 3'-2" 5 5'-0" 4 3'-6" 3 4'-3" to 4'-6" 5 '- " 3 2'-0" 1'-6" 84 6' 2.23 4 8' 2.51 4 3'-2" 5 9' 0" 4 3'-6" 11 4'-3 to 4 6" 5 2--0" 3 6'-0" 3 1' 6" 154 DI-28 10, 2.79 3'-2" 5 11'-0" 4 3'-6" 15 4'-3 to 4 6" 5 2'-0" 3 8'-0" 1' 6" 189 12' 3.05 - 3'-2" 5 13' 0" 4 3' 6" 19 4' 3 to 4 8" 5 2'-0" 3 10'-01. 1'-6" 224 14' 3.34 4 2" 5 15'-0" 4 3'-6" 23 4'-3 to 4 8" 5 2'- 3 12'-0" T-6" 259 16` 3.61 4 '- " 5 1T-0" 4 3' 6" 27 4`-3" to 4'-6" 5 2--0" 3 14'-0" P-6" 294 18' 3.89 4 3'-2" 5 19'-0" 4 3'-6" 31 4'-3" to 4•-6" 2'-0" 3 16'-0" p-6" 329 20' 4.17 4 3'-2" 5 21'-0" 4 3'-6•' 35 4'-3" to 4'-6" 5 2'-0" 3 18' 0" 1' 6" 364 fi' 2.24 4 N-2" 5 '-0" 4 3'-6`• 6 4'-3" to 4'-6" 5 2'-0" 6 2'-1" 6 1`6" 115 8' 2.55 4 N-2" 5 9' 0" 4 3'-6" 10 4'-3" to 4'-&' 2'-O" 6 3' t" - 150 10, 2.82 4 '- " 5 11'-0" 4 '- " 14 4`-3" to 4'-6"' 5 2'-0" 6 4'-1" •- 185 DI-2C Tit 3.09 4 3'-2" 5 13'-0" 4 3'-6" 18 4'-3" to 4'-6" 5 2'-0" 6 5`11" 220 14, 3.37 4 - 5 15'-0" 4 3'-6" 22 4'-3" to 4' 6" 5 2' O" 6 6'-t" 6 V-6" 255 16' 3.65 4 " 5 17'-0" 4 3'-6" 26 4'-3" to 4'-6" 2'-O" 6 T-t" 6 t'-fi" 290 18' 3.93 3'-2" 5 19' 0" 4 3,-6,, 30 4'-3" to 4`-6'" 5 2'-0" 6 8`-1" t'-fi" 325 4 3'-6"1.� 1 344c 4'-3" to 4'-6" 5 2'-0" 6 V-1" 6 T " 360 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS, 9. ALL REINFORC94G 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 PLANS 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 TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A•3 AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO B£ BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. I/t 'MIN RAISED WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE LETTERING 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 TO THE SHAPING IS TO BE 13. THIS STANDARD IS INTENDED FOR USE IN CURB INCLUDED IN THE BID PRICE FOR THE STRUCTURE, AND GUTTER SITUATIONS ONLY. DETAIL A IN THE EVENT THE INVERT OF THE OUTFALL 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 T - DETAILS SHOWN ON STANDARD DRAWING DI MB. 6" 2 SEE WITH CEMENT MORTAR TO PREVENT STANDING OR Poll OF WATER IN THE 'STRUCTURE. THET COS 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE DETAIL A OF FURNISHING AND PLACING ALL MATERIALS THE EXPANSION JOINTS WILL APPLY ONLY TO INCIDENTAL TO THE SHAPING IS TO BE INCLUDED CURB AND GUTTER. F D F IN THE BID PRICE FOR THE STRUCTURE. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT J OR GREATER. FOR DETAILS SEE STANDARD ST-1. DISPLACED BY PIPES MUST BE DEDUCTED TO - 5. OBTAIN TRU QUANTITIES, FOR INLETS OF THIS ITEM MAY BE PRECAST OR CASTHN-PLACE. DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. 6. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY SEE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET ""�"""'�'" " DETAIL A 7 CONCRETE TO PREVENT 1 OF 2 IS TO BE L 16" AT 4.10 LBS./FT. 45• STO ETTLEMENT. GRATE r 18. *DENOTES LENGTH OF ONE (1) BAR. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 150 ± 7 LEIS CAST IRON N 8. DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 19. ALL REINFORCING BARS TO BE#5. 12"X12" PLASTIC HARDWARE (CLOTH 1/4" MESH OR GALVANIZED STEEL 14EMIESHMHARDWARE M WIRE 20 GRATE TO BE INSTALLED SOSLOTS WILL DIRECT DIAMETER 0 D3", NUMBER WATER TOWARD THE INLET HROAT. SECTION F-F CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. SPECIFICATION STANDARD CURB DROP INLET Sheet 2 of 2 REFERENCE 1211-2411 PIPE: MAXIMUM DEPTH (H)Ill 233 REV 8/07 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 _ NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MIN_ COVER MAXIMUM DEPTH (H)TO BE 20'. FOR DEPTHS OF 2". LESS THAN 9' USE STANDARD DI-2A, 2B OR 2C. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL 2. THE "H" DIMENSION SHOWN ON THE STANDARDS OPENINGS BY 2". AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE 11. CAST -IN- PLACE CONCRETE IS TO BE CLASS A3 TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE. BE BE DETERMINED BY THE CONTRACTOR FROM FIELD SHOWN ON PLANS. CONDITIONS. 13. THIS STANDARD IS INTENDED FOR USE IN CURB Z. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO AND GUTTER SITUATIONS ONLY, BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL 14. IF OPTIONAL CONSTRUCTION JOINT IS USED IT IS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE TO BE KEYED. ALL SPLICES IN BARS V TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. A MINIMUM OF 40 DIAMETERS (20"). 15. FOR PLAN VIEW OF INLET SEE STANDARD I 4. IN THE EVENT THE INVERT OF THE OUTFACE PIPE ZB, 2C. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED 16. FOR DESCRIPTION AND LOCATION OF DIMENSION L WITH CEMENT MORTAR TO PREVENT STANDING OR SEE SHEET 104.03. PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS 17. FOR NUMBER OF BARS A-F REQUIRED AND LENGTHS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED SEE SHEET 104.04. IN THE BID PRICE FOR THE STRUCTURE. 18. QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF dwore Cloth 5. STEPS ARE TO BE PROVIDED. FOR DETAILS SEE EACH TYPE. FOR INLETS OF GREATER DEPTHS STANDARD ST-1. (H) OR LONGER SLOTS (L) INCREMENTS SHOWN -Subbase 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. PER FOOT MUST BE ADDED. THE AMOUNT OF CONCRETE AND STEEL DISPLACED BY PIPES MUST 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" BE DEDUCTED TO OBTAIN TRUE QUANTITIES. Weep Hole. See Note 8- C-C TO BE PLACED IN ALL AREAS ADJACENT TO 19. FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, ABUTTING CONCRETE TO PREVENT SETTLEMENT. COLLAR AND GRATE, DROPPED GUTTER LINE, AND IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE REINFORCING AND STRUCTURAL STEEL NOT PROVIDED. SEE STANDARD T-DI-3, 4 FOR DETAILED SE STANDARD DI-2A. ALTERNATE DESIGN, 8. 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO Steps. See DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12" Note 5. X 12" PLASTIC HARDWARE CLOTH '/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03",NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. APPROXIMATE QUANTITIES FOR MINIMUM 9' DEPTH INLET TYPE DIMENSION L SEE NOTE 16 REINFORCING STEEL CONCRETE DI- Lin. Ft. Lbs. Cu. Yds. 2AA 2'-2" 609 2.77 21313 4'-0" 647 3,06 2CC 6'-0" 685 - 3.38 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FEET OF DEPTH (H) AND, OR SLOT LENGTH (L) H L Cu. Yds. Conc. Lbs. Steel Cu. Yds. Cones Lbs. Ste,ei 0,28 64 - 0.28 64 0.16 17 0.28 64 0.16 17 SCHEDULE OF REINFORCING STEEL SEE NOTE 17 BARS H BARS H1 BARS V NO REQ'D. LENGTH NO REQ'D. LENGTH NO REQ'D. LENGTH 4(1.5H+1)+8 3'-2" 4(1.5H+1)+8 3'-3" 36 Hr(1'-4') STANDARD CURB DROP INLET 12'' - 24'' PIPE: DEPTH (H) = 9' to 20' 104.05 VIRGINIA DEPARTMENT OF TRANSPORTATION RAMP DOWN SIDEWALK I RAMP DOWN 12„ CONC. PAD CBU MIN. MAILBOX r RAMP DOWN SIDEWALK RAMP DOWN SPECIFICATION REFERENCE 233 302 IC-2 SHEET 2 OF 3 105A2 6 VDOT I LETTERING OPTIONAL STAMPED LETTERS DY," DIA. 28" DIA. 22" DIA SEE DETAIL A INLET COVER T_ SECTION NONSKID ALUMINUM OXIDE IMPREGNATED INLET FRAME •+-r STEEL PLATE )�" THICK NEOPRENE FOAM BOND NOTES: -STEEL PLATE 3/q" THICK STRUCTURAL COMPONENTS SHALL CONFORM MATERIAL AASHTO M222 TO AASH70 M222. FRAME AND COVER SHALL HAVE A CONTINUOUS 3f8''x" HR FLAT BAR (WELDED TO FLASH FIT, DETAIL A cov R ONLY) STANDARD INLET AND FRAME COVER VIRGINIA DEPARTMENT OF TRANSPORTATION 406.4 Landings. Landings shall be provided at the tops of ramps. The landing clear length shall be 36 inches (915 mil minimum. The landing clear width shall be at least as wide as the handicap ramp, excluding flared sides, leading to the landing. CONC. PAD - '� MIN CBU N. ? r 36" min 915 mm HANDICAP HANDICAP RAMP RAMP HANDICAP RAMP .... ...• B.O.C. C&G C&G F.O.C. ....... n a C&G CENTERLINE STREET SCENARIO I -REAR ACCESS TO CBU CENTERLINE STREET SCENARIO II -FRONT ACCESS TO CBU at least as wide as curb ramp CENTERLINE STREET Figure 406.4 Landings at the Top of Ramps SCENARIO III -FRONT ACCESS TO CBU WITHOUT SIDEWALK NOTE: REFER TO REACH DETAILS FOR CORRECT LOCATION OF CBU INSTALLATION. PECfICATgN REFERENCE 3a2 a 0 o U Nw = C4 oN I in CMQ W N 2 Qo _Zo @� O'y �o a ft > U_ J Z CA III 4A illy) 010 Z co `� It WW 1115 Cid �� ON J N rT� w p� Urn O ra; OO CMtea' a� � 43 � �/� Vi 4 W LLI o e� C)N � Zo W °o W �I W Z W ° Q a $�yTx of Dry �f A Jimmy L. Taggart Lic. No. 22841 �4, .eon 10/22/2019 Q z T 0 > W J Z a- ❑ < Q L m W J Q U) U LL J_ T ~ 0 �- ° E4 w A 06 W ~ U ❑ Q Q U) 0�� WW ~ Q / i J 8 MW W Q 0 DATE: 10-22-2019 SCALE: NA JOB: 8438 SHEET: 16 OF 18 END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION jX _ �` X CONCRETE TO BE E L - JJJ 4000 PSI MINIMUM PLAN E9RCEMF4T �T �fl D - PAY LkNE SFCTinN X-X DIAMETER OF PIPE - E - FNn VIFW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 2,_0" 4'-0" 2,_0„ 16" 61, 2,_3" 1'-9" 4,4' 2'-6" 18" 9" 2'-3" 1'-9" 4'-0" 3'-0" 21^ 914" 2-11" 2'-1" 5'-0" 3'-6" 24" 9' " 3' 7 2,_6" 6' t" 4'-0" 27" 10 4" 4'-0" 2'-V 6'-1" 4'-6" 30' T-0" 4'-6" 1'-7 6'-1 5'-0" 33'" 1'-tV ' 4'-101/' 2'-3' 7'-t 5'-6" 36" 1'-3" 5'-3" 2'-t0 8'-i 6'-0" 42" 1'-9" 5'-3" 2'-it" 8'-2" 6,_6" 48' 2'-0" 6'-0" 2'-2" 8'-2" 7-0" 54' 2'-3" 60" 2'-11" 5'-0" 3'-3" 8'-3" 8•_O.r ALTERNATE END -SECTION 12" - 60'' PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X X r 1 CONCRETE TO BE 4000 PSI MINIMUM l_ PLAN G -� B DIAMETERPIPE OF 3:)PR • gL OF£ STEEL FABRIC REINFORCEMENT + A , f PAY LINE END VIEW SECTION X-X END SECTION DIMENSION'S PIPE DIAMETER A B C D E 12" 4" 2'-O" 4'-1" 6'-7" 2'-0" 2'-3" 3'-10" 6'-1" 2'-6" 18"- 9" 2'-3" 3'-10" 6'-1" 3'-0" 21" 9" 2'-11" 3'-2" 6'-1" 3,-6„ 24" 10" 3'-7" 2'-8" 6'_3" 4'-0" 27" 10'/2" 4'-0" -2'- 1'/2 16'-11 4,-6„ 301, i' 0" 4'-6" Y-7 I" 16'-1 " 5'-0" 33" 1'-1 2" 4'-t0' T- 3114" 18'-1 4" 5'-6" 36" 1'-3" 5'-3" 2'-10 4" 8'-t 42" i'-91. 5'-3" 2'-11" 8 <"" 6 6" 48" 2'-0' 6'-0" 2'-2" 8 2" 7 -0" 54" 2'-3' 5'-5" 2'-11" 8'-4" T-6" 60" 2'-6" 3'-3" 8'-3" 8'-0" NOTES PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END-SECTOON DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 12''-6011 CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT CF TRANSPORTATION REV. 7/01 702.01 CG-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 VCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'1/2". 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB 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 LANDING FLOOR. 8. CURB RAMPS WILL BE INSTALLED AND LOCATED 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 IS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING 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 PAVEMENT SUBBASE FILL UBGRAOE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT i- PAVEMENT SURFACE & BASE TOP OF CUT PAY LIMITS FOR OUTLET PIPE T( BEGIN WITH 45• DITCH I INF ELBOW / (TYPICAL) TRAVEL LANES / �'45 \ I T X PAY LIMITS FOR OUTLET PIPE TO BEGIN WITH 45° ELBOW TOE OF FILL 00000000000000000 0o t- SUBBASE &&/ -6-6.6.6-6.6-6-6-6.6.6-0- SELECT MATERIAL TYPEIORD[ oaf (TYPICAL) 1-0 ; #57 AGGREGATE, #8 AGGREGATE OR CRUSHED 4/" GLASS MEETING #8 GRADATION REQUIREMENTS, PLAN YJEW 1,_0.. GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR PAVEMENT SURFACE & BASE SUBBASE OR CEMENT STABILIZED SUBBASE 6- 6. 6 • o - 6 - 6 ' 6 -0 - I SELECT MATERIAL TYPE Y OR SUBGRADE 1.- ' •o•o - o - o o (CEMENT OR LIME STABILIZED) #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES DRAINAGE FABRIC T_0„ 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 NAND TAMPED T10 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 %MIN. C3 % DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH %.T 4" NOM. DIAMETER W.T.6" NOM. DIAMETER SMOOTH WALL PVC .103 10.1531 SMOOTH WALL PE 70 PSI )E)0< 1 1 70 PSI )00( 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 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. X WALL THICKNESS (MIN) {INCHES 7• ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. )EiEK TESTED ACCORDING TO ASTM D-2412 AT 5x DEFLECTION, 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE REV 8/07 (AT LOWER END OF CUTS) 501 108.047­1 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 NOTE COMPONENTS OF CURB RAMPS CONSIIST 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 48:1 MAX RAMP 12:1 MAX 1 4' - 1 -- 10:1 MAX TYPE A PERPENDICULAR 5' MIN 12.�- -C 1211 MAX '' S TYPE B PARALLEL II L ;I��`. ue�Cl�ljl�Ilan i�i,n �tt�nn R >�,I:.-+ AT 2" HIGHER THAN EDGE OF PAVEMENT AT X X ,SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME in 76_-2�4^ C-C o 0 0 0 0 0 0 Z - O Q O 0 0 0 0 0 0 0 0 0 � - 0 0 0 0 0 0 0 0 0 0 0 0 77 LANDING RAMP c.� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ! o + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv �+ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50% 65X OF BASE DIAMETER _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP IAMIL IER DETECTABLE WARNING 6- AT BACK OF CURB SEE NOTE tt. 0.9"-1.4" $LSE DIAMETER ( VARIABLE FULL WIDTH OF RAMP FLOOR F PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAJL DETECTABLE WARNING DETAIL lVDOT A(C'�OPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 502 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 2016 ROAD & BRIDGE STANDARDS A CG-12 -PERMISSIBLE CONST. JOINT 2' MIN. TRANSITION GUTTER PAN SLOPE Q TO 20:1THROUGH RAMP LENGTH A --a* GUTTER PAN MAXIMUM SLOPE 20:1 TANGENT PLAN SHAPE TO MATCH FACE OF ROADWAY CURB 2'-0" MIN. 5'-0" MIN. BACK OF CURB 12, 1 MAX. 48: 1 MAX. 20 1 . -- 4 : 1 MAX. 2' MIN. SECTION A -A TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 8 1 15 ,5 THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. X X 12:1 AT X , 2" HIGHER THAN TYP• EDGE OF PAVEMENT AT )K>K, SAME AS TOP OF CURB AT `}')K, SAMEASYTOP OF CURB � U Q 3 a V� ICROSSWALK� 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' MIN. 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 201AT THE RAMP OPENING. 5. DIAGONAL PLACEMENT IS NOT PERMITTED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. w[�p-i- REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION REVISION DATE SHEET 4 OF s 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204.04 A PERMISSIBLE CONSTRUCTION JOINT #5 DOWEL, 8" LONG 0 12" C-C 5' [ IN. 4 p S f 60 c N g LAX MAX B N 5' 5' \� TRANSITION GUTTER PAN SLOPE TO 20:1THROUGH RAMP LENGTH 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 12:1 MAX. 48:1 MAX. 20 1 r MI". SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTES: 1, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5, 2. 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, 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 201 AT THE RAMP OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMITTED. Sl-1 #5 BARS a 8" C-C TYP. #5 BARS Q 8" C-C TYP. rbil AIIII I A B TT B ! I I I ( 30" DIAMETER ~ , •' I I I I I I ! ! ! I I fT ( I I I I I T�-� TTT- PLAN WALL THICKNURE ESS VARIES PLAN CLASS A3 CONCRETE CLASS A3 CONCRETE SECTION A -A Nor£s' SECTION B-B 1. STANDARD SL-1, MWiOLE 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 B'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 N THE STRUCTURE. THE DRAINAGE DESCRIPTIONS SHDULD BE USED TO SPECEY HOW MANY SAFETY SLABS ARE NEEDED FOR EACH SEE CAST IN PLACE DRAWINGS STRUCTURE AND THE QUANTITY SHOULD BE NOTED IN THE REMARKS COLUMN ON THE FOR FURTHER DETAILS DRAINAGE SUMMARY. NO ADDITIONAL COMPENSATION WILL IE PROVIDED FOR ADDTIONAL SAFETY SLABS REQUIRED WHEN PRECAST STRUCTURES ARE SUBSTITUTED g� # 5 BARS • B" C-C TYP. FOR CAST-N-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. 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 N ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS TYPICAL PRECAST UNIT LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG), SPECIFICATION TYPICAL CONCRETE SAFETY SLAB REFERENCE 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES VIRGINIA DEPARTMENT OF TRANSPORTATION 10814 CO-12 TYPICAL DESIGN TYPE A WITH BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT Y ==.4 V) 0 �0 �� 8 �_,- 11 II TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. IkVDOT REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 105 502 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204,02 2016 ROAD & BRIDGE STANDARDS Cc-12 - #5 DOWELS, 8" LONG-*-] PERMISSIBLE AT 12" C-C 5' MIN. CONSTRUCTION 5- MIN JOINT AX. 12 1 12,1 MAX. 12:1 MAX Z 3 � 4' MIN 12:1 MAX - ��✓A RAMP � RAMP WITH BUFFER STRIP SEE TABLE) A (SEE TABLE)TRANSITION GUTTER PAN SLOPE TRANSITION GUTTER PAN SLOPE TO 20 1 THROUGH RAMP LENGTH 5' MIN ty.t MAX TO 20 1 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 20 1 12:1 MAX. v� f� 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB WITHOUT BUFFER STRIP BACK OF CURB 48 1MA 20:1 48 ; i Ax EXAMPLE INSTALLATION METHOD'S - SEE PLANS FOR LAYOUT 2' MIN. LANDING 48:1 MAX. SECTION A -A SLOPE LANDING 4841 MAX. SLOPE DETECTABLE WARNING SURFACE PERMISSIBLE CURB CONSTRUCTION JOINT � 5' MIN CROSSWALK R?') 0 o MOx N SECTION B-B GOBS x CONCRETE CURB NOTES ON ION ONE DIRECTION WITH BUFFERSTRIPi. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. WITHOUT BUFFER STRIP 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.IFA of TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 t0 15 6 4 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204.03 04/19 U CROSSWALK 4,.. CURB CROSSWALK MA t A- �► 1 F CONCRETE V Mo N nn nn x II Ii CROSSWALK TWO DIRECTIONS SMALLER RADII CROSSWALK WITHOUT BUFFER STRIP TWO DIRECTIONS LARGER RADII WITH BUFFER STRIP A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION t05 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 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: 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED. TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, 2. ADD LARGE RED LETTERS TO 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 TIHE 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) 10. 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, COMPLICATING 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 DESIGN DRAWINGS. ANY ITEM NOT 'REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE 'CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN" NAME, TITLE FOR: DATE (CONTRACTOR) V a o U c icm y N m WNo 2 zIr U s�o Li I Z r 0 Cv JJ It? W W 00 Z cr cm d V cp y�? Iw Q O W Z °C w j WQ OLL y 4 W LU In cn U0 y cm zI W 0rn M 0 W Z W a op Dr�� jW 01 0 �� /` Jimmy L./'Taggart Lic. No. 4 *04. 10/22/2019 ti��'22841 � �SBIONAL � Q Z T 0 > w C\ J M Z 0 0 2 m >- W cnLL J U = Cc 1< o 7 11///L"1111. LLLo v H A 06 W 60 U Q W Q U) QO IIr W J Q 0-1 W J 8 W I o_ DATE: 10-22-2019 SCALE: NA JOB: 8438 SHEET: 17 OF 18 FRAME & COVER (SEE FIG. S-i-D,E)' SLOPED AREA STREET SURFACE OR /- NON -PAVED AREA 1'-0" VAX RUBBER COATED STEEL 3._�+> 4tIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS VIN "O" RING SEALS a ?6r" MAX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" 41- " FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH FILLETS -- -F - CHANNEL TO BE 3/4 DIAMETEROF CONTRIBUTING SEWER. 12"' A FILLETED INVERT OR A SMOO FH ° 4 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL 3E PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMEN- SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY 'HE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETi-I'-R MANHOLES SHALL HAVE EXTENDED OR NON -EX -ENDED BAILS, 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-I-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) ELEVA71ON OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS CAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% L 1 ;1/4" PER FOOT ) 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 I 2 x 4 MARKER I I I PLUG END OF GAIN LINE SERVICE LATERAL rI�N SECTION 45.010" i i 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 �4JM1N -- INITIAL BACKFILL - 4jMI UNSfABLL a a B`• e" SOIL !MIN l MIN MIN MIN, 68 STONE GRANULAR FILL AS :9 APPROVED BY AC SA � �. OCK' Z SIAB SO i OR ROCk NOTE : 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. 3.THE INITIAL BACKFILL SHALL 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 I PIPE INSTALLATION & BEDDING I NTS FIG. W-2 j TD-2 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL ►- BE CORED AND A FLEXIBLE ow CONNECTION BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION --INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL �CONDITIONS ARE UNSTABLE ,� fALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY 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- VILLE THREADS WHICH IS 1 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 8"-22" 7 CU. FT r-VALVE BOX jj68 STONE-, - 42"MIN ` /If ; JA_VE � s B,. X B,. � • • TEE 250E P.S.I. CONCRETE =• BASE AND THRUST i,• , BLOCK AGAINST 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 A 3 1/2' MIN. COVER FROM THE MAIN TO 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 IN THE DITCH. 5. 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, F)G. W- 4 TD-8 Ln i+ E 9C, E� G3Y L E �a �w vW E E m MLn \E y tD WIx s 0 I-� U vQ J 00 cqs 4 E s Y Aj-XEAxU J 0 K O 0 :E C, n E E E" 0 h A vMa - E ' N 0° E Nu Bozo O z E E g E U tV N N LL O O TYPICAL MANHOLE FRAME & COVER 18" 6" PIPE SLOT (2 PLACES) N.T.S FIG S-1-D TD-31 COVER LIFT NOTC:LI 14 1/2" 12 3/11" 12 1/2" WATER i CAST IRON 'JG 18" METER BOX r11 i ' 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED N THE LID FOR TOUCH READ MIEIERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 PLACE 5' GALVANIZED WITNESS (POST WITH CAPPED ENDS PAINTED BLUE IN REVNOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT i TO HIGHWAY DEPARTMENT APPROVAL. d- ^NiSHED GRADE - _-t -F_` „ /__- AL'LUSTABLE TRAF71C RATED VALVE BOX W/ _II; z ' 5 -, t M.J. GATE VALVE BCIT oN •1 3'a- <834m.Tj > 27 1/2' DIA O 26 1/4- DW 7• - 24• DIA I I [806mm] I 28 7/16• DA j16mm] O O 36' Di4 26• [914mm] FRAME SECTION 13/t6" [38mm} [20mm] 2• (51-) LFTT"s '.. (iffCESSED RllSN) 1 2 i/B" 3 13/16"] 0 22 13/16"3mm] [97mm] [0 25 M • 11/i6" 1 3/8" [635mm] t - [17mm} [.35mm] 9/16" O.D. OF Gil GROOVE - aM Iro.r [14mm} SECTION VIEW 1/47 (Bmm] DA sTE AssEueLr NEOPRENE GASKET DETAIL R /16 x 5/8 x 1 1/2 S (2/ 00RLD �E2 RUBDE AF o0B610 5W(i1 5/e' (2)6 T REX 5/5-11x;1 1/2 SS 2" [41mmT- PART# 00951250 /• (29mm; iu BOSS 13mm .63 DIA. STAINLESS STEEL. Roo (z) ' rR /8 •D 'S0 QD SS PLAN VIEW [ fPARTI,,�19,B�13:1,1�'jPIOKBAR & LOCKLUG HOLE DETAIL NOTES: 2jART% 009812- 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUB,ECT TO Fl CODING SHALL HAVE WATERTIGHT %RAME h COVER.) NUT nx .,'Atl S/6-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS MLL BE CONSIDERED. 'PART# 009d7116 I COVERS SHALL BE FXED TO FRAMES WITH LOCKING WGS CY, SIMIUAR ASSrM31- \ (2) -RAPT LOCK LUG TYPICAL WATERTIGHT ;SHORT, PART# 001935R5 1LL`Ml"M1 MANHOLE FRAME & COVER -CCK LAG ASSEMBLY N.T.S FIG S4FE WATER LINE �64 1 2500 P. S.I. CONCRETE A' a 2'x 2' BEARING AREA. THRUST BLOCK d a. Q. G A . 4 c a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 4" DIAMETEF AND VALVE 'VIVA?ER FD-32 ,iokl�c ON-LINE (TYPE "B" PLUG 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 NO. 57 STONE M.J. Fl [TING-\ �i �2" PIPE SLOPED TO DRAIN IF -t - 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 1' COMPRESSION x 3/4• MALE PIPE COUPLING OR APPROVED EQUAL 1 t• TYPE "K- SOFT COPPER FOR USE ON ATTACHED SINulf RESIDENTIAL SERVICES OR DUAL RESIDENT],, ANSI RRIGAr10N SERVCES. 1"x1•d" TEE _ 0 NOTE NO SWEATED FITTINGS �a DUAL SERVICE R (-� I- COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL i• TYPE 'K" SOFT COPPER i O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATCN METER IS NOT PROVIDED. SINGLE SERVICE NOTE: I] SADDLES SHALL BE USED ON PVC PIPE. •-CAST IRON UID FINISHED GrzaDF - 12'-15'­�\\y1 LOCKWING i DALL YALVE BOX. NLET ouTLEr) - 38• MIN. ��, COPPLRS'ET?EH 1 I 1/9 BEND COUPLING s_ 1 1 V-CORPORATION STOP '=Y N✓•"Y'�•' i+, �w"ISt;y`, -,'£%= rt4N ''BRL: K AS NECESSAR" SAND OR DUST UNDER alAND SETTER (2-INCH . h � t�'"1.'EtP.'?: v `i �:N. 4Z{`:'' 4' DtAME .R DRAIN PPE, q Y�='��?s tONC 6-ONE 'OCKET, `.90T ^-+ SPFC. MINIMUM THICKNESS) ?\jy'F y1 rNyR 203, NO, 57 AGGREGA:t TYPICAL SERVICE LATERAL INSTALLA i)"'_DN (5/8" & 1" 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 _OT EQUIPMENT. c�I D 4 I SWING 1 SLIDE 2 CLIMBERS a I BUCKABOUT p a 2 BENCHES a a �' NOTE: FENCING TO BE CENTERED ON COLUMN. FENCING TO BE EM-IFR STAINED OR PAINTM FIAT BLACK PER LANDSCAPE ARCHTIECT. TOT LOT DETAILS NOT TO SCALE LH OPTION: WWF (4 X4 OR 3 X4) CAN BE ADDED BEIV&,EN POST AND FENCE b BOARDS IF ANEVIALS ARE BEING ' CONTAINED PER OWNER'S REQUES T. W O.C.; TYP. , WMED BACKED PROPOSED WOODEN RAIL TOT LOT PENCE N.T.S. FINISHED GRADE _ AIR RELEASE VALVE— 'r BRASS OR BRONZE PIPE VVRALLVNEZE GATE DRAIN TO GRADE IF POSSIBLE BRICK SUPPORTS OR SOLID CEMENT BLOCKS r CRUSHED STONE TYPE "K" SOFT 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 THE A.R.V. ASSEMBLY 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. W-9 TO-20 i I PLAN 4 X6 X6 POST; 1"WASHONTOP. SET POST A MIN. OF 3 ' IN GROUND. SECURE POS T WITH QUICK DR)ING CE"ENT (OR EQUAI). 6 " HALF -ROUND OR 4 X4 POST CAN BE S UB S ITUTED FOR THE 4 X6 POS T SHOWN AT OWNER'S REQUES T. FENCE COLOR BIACK ./I a o l NU) 1 Lu cc\1 G 2 Z O j 0 C'3 cr I, ch > o LL r/1 0 ItW LLT JJ+� Z U) Q w II I I a LLJ II Q 'K -JN I Q? Q I rc pCc Urn `I 0 4 w° 2 o I J O cca o [L J y O. W , IKto W Ln U N j i y CD Z � I W W c0 Q� z �_ M I '' iI � a! O a I i 1 i �i i i i O E y!Ln Lu I i I I I I a .- 0 O I OF y4r {�$�Z,TH o �-7 r Timmy L.-Cggar- Lic. No. 146 22841 A�0,a,� 10/22/2019�ti�'�' w 9310NAL I i I z T 0 �` `L.I I z Q J , 20 W T < � j % (D w ~ Q > J Q''zl 0 ►.1 0 'P 44 W Q Q_ Q 0 W 01 M W � Z DATE: 10-22-2019 SCALE: I NA JOB: 8438 i18 SHEET: OF 18