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HomeMy WebLinkAboutSDP202000036 Plan - Approved Final Site Plan and Comps. 2021-08-10r SITE DATA OWNER: NEW BEL VEDERE, Inc. PO BOX 7505 CHARLOTTESVILLE, VA 22901 DEVELOPER: NEW BELVEDERE, Inc. 610 WEST RIO RD CHARLOTTESVILLE, VA 22901 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 999 SECOND ST SE CHARLOTTESVILLE, VA. 22902 (434)-977-0205 TAX MAP PARCEL No: 06200-00-00-016DO PARCEL AREA: 15.00 ACRES ZONING: R4 RESIDENTIAL (THIS PARCEL IS NOT PART OF THE BELVEDERE ZMA-2004-0007) STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED CURRENT USE: VACANT R4 STANDARD DENSITY 4 DU/AC ALLOWABLE DENSITY 4 DU/AC + 57 DENSITY BONUS CREDIT FOR MAINTENANCE OF EXISTING WOODED AREA (1.50 ACRES SEE LANDSCAPING PLAN) 4+(4*a05)=4.2DU/AC PROPOSED USE: BONUS LEVEL CLUSTER DEVELOPMENT. 5 SINGLE FAMILY DETACHED + 38 SINGLE FAMILY ATTACHED = 43 TOTAL LOTS PROPOSED USE DENSITY.- 43 LOTS115 ACRES = 287 DU/AC MINIMUM LOT SIZE PERMITTED: N/A MAXMIMUM BUILDING HEIGHT.- 35' REQUIRED OPEN SPACE (25V: 259 * 15 ACRES = 3.75 ACRES FOR THE ENTIRE PARCEL OPENS SPACE PROVIDED: 3.68 ACRES (OPEN SPACE A, B, C) + 0.07 ACRES (TOT LOT) = 3.75 ACRES TOTAL PROVIDED (2.13 ACRES IN PRESERVED SLOPES = 589. OF PROVIDED OPEN SPACE) NON-INFILL SETBACKS UUppl-IIIII IIIIIIIIIIIIIIIIIIIIIIIII 'IIII (IIII' IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIp,,IIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII�I I� 'lllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIII,I I (IIIIIIIIIIIIIIIIIIIIIII' I I IIIIIIIIIIIIIIIIIIIIIII (I 411111111111111111111111' IIIIIIIIIIIIIIIIIIIIII Illlilllllllllllillllll IIIIIIIIIISI IIIIIIIIIIIIIIIIIIIIIIIIIiI IIIIIIIIIIIIIIIIIIIIII II�III ( (IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII III. IIIIIIIIIIIIIIIIIIIIIIIIII II III III II I IIIIIII III III II IIII I,,,I III III II III7111,9i1'I!I IIII IIII IIi,!11 lilill I� 'II III ( "•I" IIII III lllllipp, II"IIl lr.lu'.ucul II II IIIIIII mnu,l fulll'1 ,II !IIII I.I. I;I'IIII IIII III III I I',I ' I':II I III611!I1I IIPII I.III,) I�IIIIIII III III III"ll!61 I,:IIIII'III41�;11'III'111 IIIIILIIIIIL' III IIIII'IIII, uIII: p IIII III IL•IIII ILILIII91 I�I I 0-00036 -110 MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA FRONT SETBACK 5' MINIMUM FROM ROW (25' MAXIMUM FROM ROW) SIDE SETBACK 5' MINIMUM UNLESS THE BUILDINGS SHARE A COMMON WALL (NO MAXIMUM) GARAGE' FRONT LOADING GARAGE 18' MINIMUM FROM THE ROW (NO MAXIMUM) SIDE LOADING GARAGE 5' MINIMUM FROM THE ROW (NO MAXIMUM) BUILDING SEPARATION MINIMUM 10' UNLESS THE BUILDINGS SHARES A COMMON WALL MAXIMUM NONE REAR 20' MINIMUM, NO MAXIMUM LOT TABULA77ON 5 SFD LOTS 0.92 ACRES 38 SFA LOTS 239 ACRES RIGHT-OF-WAY* 1.48 ACRES TOT LOT** 0.07 ACRES OPEN SPACE** 3.75 ACRES (25X) FUTURE PHASE 5B 6.39 ACRES TOTAL 15.00 ACRES MAGISTERIAL DISTRICT` RIO MAGISTERIAL DISTRICT STORYMAIER MANAGEMENT SEE VSMP SUBMITTED UNDER SEPARATE COVER. WA TERSHED: UPPER RI VANNA RIVER BOUNDARY SOURCE- PLAT "DIVISION OF DUNLORA" PREPARED BY WV. MORRIS FOSTER, LAND SURVEYOR, DATED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED AT DB 875 PG 331. TOPOGRAPHY AERIAL TOPOGRAPHY FLOWN IN 2016 BY BELL LAND SURVEYS LLC. TOPOGRAPHY S77LL UNCHANGED BASED ON A SITE VISIT ,AND DESIGN PROFESSIONAL'S OPINION, THE SURVEY IS STILL ACCURATE TO THE EFFECT THAT THERE ARE NO EVIDENT VARIATIONS BENCHMARK.- FIRE HYDRANT 453.77, RIGHT FRONT BONNET BOLT, AT CORNER OF FOWLER STREET AND FARROW DRIVE DA T UNM: HORZ: NA VD 88; VERT.: NAD83 FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 51000,3C 0279 D. EFFEC77VE DA TE: FEBRUARY 4. 2005. PARKING REQUIRED: TWO (2) PARKING SPACES FOR SFD = 2 * 5 = 10 SPACES TWO (2)1 PARKING SPACES FOR SFA = 2 * 38 = 76 SPACES ONE GUEST PARKING SPACE PER EVERY 4 ATTACHED SINGLE FAMILY LOT = 0.25 * 38 = 10 SPACES EXISTING ON -STREET PARKING SPACES REPLACED AT FOWLER STREET & FARROW DRIVE INTERSECTION = 4 SPACES 100 PARKING SPACES REQUIRED (MINIMUM 14 ON -STREET GUEST PARKING SPACES REQUIRED) PARKING PROVIDED: SFD: 2 DRI VEWA Y SPACES + 2 GARAGE SPACES PER UNI T = 20 SPACES (SEE SHEET 5, LOT 30 FOR EXAMPLE) SFA: 1 DRIVEWAY SPACE + 1 GARAGE SPACE = 76 SPACES (SEE SHEET 5, LOT 14 FOR EXAMPLE) 19 ON -STREET GUEST PARKING SPACES PROVIDED ALONG FOWLER STREET 115 TOTAL PARKING SPACES PROVIDED RECREA TION SPACE REQUIRED: 200 SF PER UNIT 43 * 200 8,600 SF RECREA TION SPACE PROVIDED = 2,860 SF ACTI VE RECREATION SPACE (TOT LOT) 108,120 SF PASSIVE RECREATION SPACE (OPEN SPACE C WZRAIL,� 110,980 SF TOTAL RECREATON SPACE PROVIDED RECREATION EQUIPMENT AND FACILITIES, INCLUDING THE TOT LOT, SHALL BE MAINTAINED IN A SAFE CONDITION AND REPLACED AS NECESSARY, MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION, RECREA T/ONAL FACILITIES SHALL BE COMPLETED WHEN FIFTY PERCENT (5OX) OF THE UNITS HA VE RECEIVED CER77FICA TE OF OCCUPANCY. LANDSCAPING: SEE LANDSCAPING PLAN SHEETS FOR MORE DETAILS LIGHTING: ALL PROPOSED LIGH77NG 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 AWA Y FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS ALL OUTDOOR LIGH77NG SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT A WA Y FROM 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 SIIF IS NOT LOCATED WI THIN THE WATERSHED OF A PUBLIC WA TER SUPPL Y RESERVOIR. IN 2 c VICINITY MAP SCALE: 1 "=1000 FEET APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING/ZONING �� 1- �•lQ,l ENGINEERING 1 INSPECTIONS DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION Submittal Type Reviewed and Approved by the NOTE. 1. APPROVAL OF ROAD PLANS IS ONLY FOR THE ELEMENTS WITHIN THE RIGHT-OF-WAY. APPROVAL OF ROAD PLANS DOES NOT GRANT APPROVAL OF THE FINAL SITE PLAN, OR ITEMS OUTSIDE OF THE RIGHT-OF-WAY, SUCH AS PARCEL BOUNDARIES, OPEN SPACE LOCATIONS, ETC. 2. PUBLIC STREET RIGHT-OF-WAY SHALL BE DEDICATED TO ALBEMARLE COUNTY PUBLIC USE IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE ALBEMARLE COUNTY CODE. 3. ASSOCIATED PLANS WITH THIS PARCEL: 3.1. FINAL SITE PLAN SDP-2020-00036 (THIS PLAN) 3.2. ROAD & UTILITY PLAN SUB-2019-00170. APPROVED 01/29/2021 3.3. EASEMENT PLAT SUB-2020-00123 3.4. STORMWATER MANAGEMENT PLAN WPO-2020-00034, APPROVED 11/04/2020 3.5. RETAINING WALL DESIGN PLANS *ALL NEW RIGHT-OF-WAY SHOWN HEREON SHALL BE DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE WITH RECORDATION OF THE FINAL SUBDIVISION PLAT **OPEN SPACE%TOT LOT TO BE DEDICATED & MAINTAINED BY THE HOA SHEET INDEX SHEET 1--- ------ COVER SHEET SHEET 2---- ------ STANDARD NOTES SHEET 3--------- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 4---------- OVERVIEW SHEET 5---------- LAYOUT PLAN SHEET 6--------- SITE PLAN SHEET 7--- ------- UTILITY PLAN SHEET 8---- ---- GRADING PLAN SHEET 9---------- CG-12 CURB DETAILS N.I.0 .. �1' cg$a.. r Ini & Rt4L�E� �R6f � .......... N.I.0 .r w44 .- =-nwrr Now rrrrrNo SHEET 12----- ---- ROAD PLAN - TEMPORARY FIRE ROAD N.I.0 ...rrrr.r. SHEET 14--------- SIGHT DISTANCE PROFILES SHEET 15---------- STORM INLET DRAINAGE MAP SHEET 16----- ---- STORM SEWER PROFILES & CALCULATIONS SHEET 17--------- SANITARY SEWER PROFILES & LATERAL TABLE SHEET 18------ -- FIRE ROAD CULVERT DESIGN SHEET 19--------- LANDSCAPE PLAN NOTES & DETAILS SHEET 20----- --- LANDSCAPE PLAN NOTES & DETAILS SHEET 21--------- LANDSCAPE PLAN NOTES & DETAILS SHEET 22----- ---- NOTES & DETAILS SHEET 23--------- NOTES & DETAILS SHEET 24----- --- NOTES & DETAILS N.I.C: SHEETS EXCLUDED PER REQUEST BY REVIEWER SEE SUB-2019-00170 FQR,EXCLUDED SHEETS ' LEGEND EXISTING INTERMEDIATE CONTOUR -------- EXISTING INDEX CONTOUR - 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 1 t m I 1 m-1 1 w i i 15" RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER ———• —• ——. — PROPOSED SANITARY SEWER PROPERTY LINE EASEMENT LINE --------------------------------- CENTERLINE — - - - — LIMITS OF CLEARING AND/OR GRADING muuauweuu+uonuaraaeeur EXISTING SPOT ELEVATION +12.0 PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING TREE EX. 1 5OAK PROPOSED TREE OAK EXISTING WATERLINE PROPOSED WATERLINE EXISTING FIRE HYDRANT ®= PROPOSED FIRE HYDRANT EXISTING WATER VALVE -T--- PROPOSED WATER VALVE —• •— PROPOSED WATER METER EXISTING REDUCER --- --- i PROPOSED REDUCER —••-� HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD. VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK SOILS BOUNDARY VEHICLES PER DAY COUNT 1,234 VPD PROPOSED STREET NAME SIGN + EXISTING SIGN �— PROPOSED SIGN �- 12 SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER 18 CONTRACTORS RECORD DRAWING CERTIFICATION STATEMENT: (SEE SHEET 2 FOR RECORD DRAWING REQUIREMENTS) THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS ANY ITEMS NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". NAME, TI TLE DA TE FOR: CONTRACTOR) 10, a rn f a o co w H �o V 0N� z O (D > 0 �V 0U Qcn Q CL pin = w o c3w0 0 W OQ Qom= k-� -j Z o G z o� LL O �W `+ s 0 j N N 1 LW J O O � J w rn U O 0 W 0) T_ o� U D o a w � I I I i LU a o z I 5 I II z v� cn cn cn a w w W w R 2 2 2 2 U �;; 2 2 2 0 0 0 0 0 �: �>__ �: �: I z z z z n _ D 0 0 0 0 U U U U O O N N � 0 0 0 0 Q N 0 O 0 N 0 N 0 z `4 N rM � DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JILT 0,g Jimirrif L Taggart No. 2 07 1)2021%1111�ti;�~ _ tONAL _ Q _z 0 T_ W J LO ® Q z� W (.C) 'T W J Q n = U L- C—+ w W CL z �W (� No U W _j Q W C)z U O W < U) LL > 0 _j F— Q W rr fn w W U) Q O rr DATE: 04-17-2020 SCALE: 1 ":1000' JOB: 8438 SDP: 2020-00036 SHEET: OF 24 V 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 VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). 8. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 9. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 10. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THENEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, , THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. EARTHWORK DRAINAGE & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. Y UNUSUAL 0 UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED 5. AN N AL R U A E T L R POR TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. UTILITIES & DRAINAGE SYSTEMS UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2.THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACT OR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, V OR RELOCATED OR TO DETER D TO AVE THEM REMOVED MINE THE METHOD OF PROTECTION ACCEPTABLE T THE RESPECTIVE OWNER, IF AN H O H R E E W R, THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE (RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A 'REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS (OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE' PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. CONCRETE & ASPHALT 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 4.1,/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & CUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN 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. 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. TRAFFIC & SIGNAGE 1. ALL `NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER. 2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER OR AUTHORITY, 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. 5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER; EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. 6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE 1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE, THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS BARRIER FREE ACCESS AND ANY MODIFICATIONS INCLUDING REVISIONS OR UPDATES. FINISHED H SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. 1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4- PER FOOT 0NOMINALLY2 08% F E T R OR POSITIVE DRAINAGE. 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO' POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. 2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN AN EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AWN AS D MAY NOT ACCURATELY REFLECT THE R Y REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 'TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE (MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TEST PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED 'TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE (DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS AR E RE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2;1 (HORIZONTAL; VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9, WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL. DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1, 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE D AND MANUAL„ AND THE VIRGINIA MANUAL FOR UNIFORM R TRAFFIC CONTROL DEVICES. THE LOCATIONS ATI NS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE H DEVELOPER SHALL. BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SMALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE 'SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE- CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. 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, 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) 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". 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No. 7 ' 21" 20211"4v 7 z (D < w Z LO < W U) (.0 W q p < = j < j LLI u LL o Id w CL Ir < z cn t=� ui a- :D 0 c) cn CC c\1 < W C) W 0- cd z C:) W < ILL > Z < W Z E-1 cn < :E 5� 0 r4 If DATE: 04-17-2020 SCALE: 1":80' JOB: 8438 SDP: 2020-00036 SHEET: 3 OF 24 k-\., Lt. ju - La� rn u� U o W �o U 0 Z N O oLO t=rn QLLi _ Qw �-i D — oC Z m w UCQ �s wQo � Oz0D FD c.9W0 Z S JZ �c=� Z 0 O� U-Z 0� N Qw > LO v w o ~� q O �0 co C) LLICE Ld z _ = O D- 0)(-) 0- z 0 U LLJ o I LU 0 O z i-- i z z z z z 0.wwwW, E:E22 V 2 2 2 w0000� U U U U I Z Z �-Zu ZD D D D O O O 0 U U U w o o l o o N N N N i I Q N Q N N o O O O 4 r -- i O { ' r4 CIO Z DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT o{4$sti^rs Op pr�� n7 Jimmy L Taggart Lk. No. 07�214�2021 &;10 A� Edo Q z 0 W J LO Q W � W z��m �<TQ wvo w rr <za f_- w a. D �rrC\l0 E- -� w z0 Qrc _w �cf) LL>o �Q w rr m W U) 0 0 rr 6 DATE: 04-17-2020 SCALE: 1 "=30' JOB: 8438 SDP: 2020-00036 SHEET; QF 24 ACSA GENERAL CONSTRUCTION NOTES 1g�, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL G) BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE G REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE ��° CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE S NOTED. *_ 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL #� BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. * , 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY ATTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. g 577 PHASE LINE �� 6. PAVED, RIP RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY ENGINEER, OR DESIGNEE, IT IS ), E DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ' 35 _ _ - -- 't 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. � ° 25.- 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 5 00', - 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY 2 CFR PART ,.!* 1926 . NOTE: LOT 1 - 14 TOWNHOUSE UNIT ROOF �*'' LRACIN' AND FOOTER/FOUNDATION DRAINS BELVEDERE LAND HOLDINGS LLC ,•'' NNECT TO HEADER PIPE AS SHOWN ,� TMP 62-16D _ - W OPEN SPACE S & PROP. RET. WALL, GEOGRID & ♦# FUTURE MAINTENANCE SAFETY RAILING. WALL DESIGN ZONING: R4 - FUTURE _ EASEMENT UNDER SEPARATE COVER BY ♦ c �� /c D c c' OTHERS 5.O ACRES 1 G V G G G NOTE: DB5542 PG720 STANDARD D� LS FOR INFRASTRUCTURE M, �,"/ /� a IMPROVE ENTS SUCH AS UTILITY MANHOLES, PIPE , " � \ '� �' P HAS E . 5 B qj C-1) BEDI1N , UNDERDRAINS, UTILITY CONNECTIONS AND 9911-Y STR CTURES ARE SHOWN ON SHEETS 22, 23, AND 24.�cb_, I " -'-- �w 5 ♦♦ 11 �, ,\Z::,_ C5 . Z�� 1:�) i i // zi�\ I �� ___F --- T__ **## , '___ -I - -1 - - , ", ____ -, __ ____ - ­11 � - `� ,----] � , ", -- cT - - __ "", �� 14 - --- , , , Ajll:�37 ;�Z\ ok I , 11 - - I I I 1jr's�\Z'- "'D 46 - * I- - - - " © cD I i i !I I - ## ­­ - -, O�J �z MAX H 4 r i-------------- i , ter\ S fr c , - ---'---------- _ rr _ �\ -- ' ---- 4- T' -- ------ - --- _. - _ r-r-----•,-� _ - --- _ _ -' I ----- --- ---- t__ ( - - - :::: I I I I 1 I- 1 _____ rr-r - j - r -- -- j T_--r-, ;. %' i i t390 LF� ®F 8 SCH 1140 PVC ' I i -I 1 � +CD R�ENG q.2 --- - ---- --- - I I it I1 11 ,I I I I¢�I �- r ,a C g Dg ....... 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I I 1 1 I I 1 1 I I I I _ \ \ II '1 E -- \ \............ \ \ J JL --- 'I I I I I II II II 1 11 Ij Ij lj I I /----- fir--== - - ---- - :Y-------------- - --- ::::::. �_ - = ...... •. �.........:::::::::::::::::::::::::::::•- J II II IL ' jI I �a�Y11 1I iI II II �'/ ♦��, _ ^.: i — — V. - - -_r _ -- - - , L------J I I L_ ----J I ' - Lam, I I I I ♦. _- __ c ��-- _ u" W AC --- - , �'' si _ - ----- - - -J L''- - - .... ,__ ' / MT D . \ �- as - — -- - ---- _ __ J �- - , L_ --- ---- -J I L------J ,- I ♦._ ............ - - - . . 1 ::::::..: :'.y _ B5542 f�' r r� — - -- -- - ------ - - --J L - _ - _:J - --- :::: _ ---- - - - POINT ES I� L _� I y � wT- / _______ __ __ _ , r-- '=�� -;¢ PG720 \ a � �• � �„a � .,,__ _ __ _ � _� � L_ z J r �� _ I � NATURE TRAIL ACCESS P T ---------------- - R . - - �— - ----- - � - _ ' - _ — -- - - r...... - -- - -- i nn :. --- _ _ ---_ - - -- -- _ W - \ - - ..... ...... .. _ -- - - _j -_-----�"-------- �: FROM D OF SIDEWALK Q....... L r --off LK _ - - — / I p' Jf• I d I __ , /'ice .�• : __ ..i I .- - BOA� .. .. �. t ...,.... - - - - - - P --- .� I r .. + -- - -- - -....... _ - -- --- --- % \ I r i + _ .... ... .............. 8x6 FHA ---- ----- _ �Y 1 _ -- _ - O� / .�' ASSEMBLY 8 DIP CL52 WATE — .—,___77 - --- --- - - --- �'\ Y _._ _ __ -_'"-- -�- -- -- - - --- IN •—•—,_. ---- - ---- _ ---_ _ ----- TEMPORARY ` - - = RMA • I J- ----- _____--- EROE /V i �' -' LOT 34 BARRICADE ------------------------------------- vgL�C EM ENS r� __\ / - - -- - - _ p' p SEM �_ I WATERMETER I C. t --- - -- - - -- - / �� . G P / i------- - ♦ _ S E / 8x8 , TEE; 3 GATE . - - ------ b - - — -= �)� r �v �'� ARRICAD PCCES po�2o /� '/ ;% 'VALVES & OXES -- - _ t --- -- - - --�\, - ---- - - - _ - - - ' - - d I .i--..-. __ ---- - 8x8 TEE; 3 GATE_ g55g2 /� / / /' ,' B - - - - -- - - -------- / /,- --- - __---- _ _ - -- ____ 11.25 BEND VALVES &BOX - - 10' PRIVATE WATERLINE EASEMENTS (LOT 35 & ��=Z____._I - 8x6 FHAVDOT CD-1 UNDERDRAIN a / - - .�_-- -- DB5542 PG 720 ---- 36)_ ___ I ,1 p \ FHA �' -- ------------- -- SSE --- ------ ( P WHERE SHOWN ,, I • __, >_ r - -�;- _ _ , _-_ .__---�_. _ - --___- = - �+ - > -°� - J CZ L _ _ - / _o- �_S _ i \ i _ - A M LY ,.. POTENTIAL LOCATION OF ELECTRICAL TRANSFORMER (TYPICAL) /�` / .! / yp / " I - �► � '_ T \ _-` - _� v""' r ,o ,rr15 HDPE\ I 8 DIP CL52 WATERMAN 14 � � \I "` FINAL LOCATION TO BE DETERMINED BY POWER COMPANY / / F \- \' ;� - =— -- - RUNOFF DIVERSION / I ,- \ \I LOT 36 WATERMETER \ '1 I /. .1 "- �. ; TO SWM FACILITY // ; _ � uz — EXPECTED PRIMARY ELECTRICAL SERVICE i'/ ,/ I �_ / \ \ 1 11.25 BEND i,� � \, 1 r/ • ,rare I - /, LOT 35 WATERMETER - . ' I 10 PRIVATE SANITARY ( f. r... ' \ I A , / v !. "' v `y I I i SEWER LATERAL ` - • i� / _ f /� ''v V.W. PUBLIC SIGHT / / � rd I ` / / •.�. DISTANCE EASEMENT / / ,'v vwav ,a•.; w.' �� W I �w / �, r CONNECT TO EXISTING WATERLINE 1 �' / , - ,y\ /; ;, �> / � \ i v ca o, o � � - / EASEMENT DB5542 PG720 r- .w) ,_ \ \ \ \ DB5542 PG720/ /, `\`\ / �• ¢ ����' \\\ ¢ �: = r; / � �?_ �? �`...... CONTRACTOR TO REMOVE EXISTING BLOW -OFF C// - I / / ` ` cl�.o �/ i \ /' / \ 7 DB5542 PG7, / / i \ _ l �. AT THE WATER CONNECTION POINT / / ,/ \. ' / �/ o \ 0 / / '' ) �1 \ ��'- -- 'f ` Q + \ PE \ / / \ w �-- \ �-\ \ °- / / / / / \ // ♦ / /^ - �� ) 15 ND / / /� �` \ uz-°� .- -\' \� \ ` o �, I / �' F` / / DROW �1G ` ",-' r.�♦ i' ,' � r \ \ V \ \ \ \` / // // \\\\ / /' `\ rtc _u°e Q, / \\ \\ U �I j i,/ HA SIG sa \ P / r. _ r. \ \. < \ \ = � .. HAZARD" > > ,a' r ` , / - O \ \ \ � \ / �/ / I / / \ :_ ice, ', 1. / j; ` o \< LOT 43 \ \ \ \\ \ _ / j �� , , / / / / / i ' ' \ \ F �f'' `, // / ! \ \ \ WATERMET \ > / \ .� 1 ; ,. -.t i / / / / / \ / \ i / d : / t / / i / / � / / - \ . V A // �� �vvJ // // v v / /l VA A / , r v� / i i r+Cc \ 0 / i% i ,' / / �/ '% (�\VA % V , / // v /" / V A LOT 4� \ \V A \ i/ '/ ! ;' / ® �, / / v�� / / k (drr L ` ` Q� -- 42 ;/ / / �' �' ,> > y: S 'O�` %' �' `> > " WATERM `DER v� v ;' - % i �� / / / / r f��k?�'� �:, f / ; �,' / V.W PUBLIC SIGHT / /' / `� �`. p C''`. / i ,; / / `\ \ \` \ \`\ "'',: / ,off, i / / w/ / / ` , .y� $� •t''Y. T r J _ _ DISTANCE EASEM NT 9i ,, / , \ \` i / \ . // ,� cv - ,t, .,3; ` h •. i/ / / / / / / \ � \ \ \ r% \ / / La 4D \\ r \ / �' i d / / 9f �o (fty t { / DB5542 PG720 r / // \` � 1 , \ �` ,, , �'\\ > i / / � ," � '' i' / /' / / �/ / �/ \\\ ` \ \ \ .\ \., \ J/ /, \ �/ ,/ \, /' J // / r / ' 1 `\e / / I \ = Q fir+ j- 1� ♦.. \ .�. \ \. - / WAT RMETER "i frs ' / /� DB5542 PG741 \ \ \ " \ \ ?' < / / / ¢ w \I IV, f,, C` / /\j\ �y //f/////// / E ' / . \ LOT 38 & 39 \ �� _ / `'� h - - ,�. rr:.Y + t ' TERMETE // CONNECT CD-1 TO , ' ' /' .' \ � / , � �; > B `.\ .� .\,,\ \. , �- � q - � � / � �! .� � , , �/ p ,/ -. �r��yr � , W R STORM STRUCTURE I ;! / \\ -_ �\\ - \ ` � -/. ---------------- -- - \ ' / // % ' < '���\\ ti 1/ DROWNING �'�.\ \ r , ( ` r,, `- 0 -/ -- , / \� �� \\\ /, �� t (, - - ==--f DPF / ;/ / \ \� A� q , HAZARD SIGN `, ��'• ;', 1 ��\\ \ r Fr ; / / / �\ `\ \ \, \\ . ; ' P� ; , -5,\ : . 16_._HIDPF --`J - \ / �/ / �f1,� /�/ ,/ \ 11` r. + J — - - ,; =' _ GROUTED RIPRAP 1 �fi !` / r \ / . / /') \ --- - "' / z. /' \y '%'� \\\�'�� o�' /' CHANNEL \ rr , : r ' . • / \ i �. L\�. ; r� C1 p" ' `l. \ `G rP \ / J - / / \ \ ^,, ,�. Q' -----_-_ -------- - �,. ^ i / ' I / \ `. / `,- �'. / \ I f'i W( C;. \ +.. ;, .\-I I :\r r-I I \ - \ ti+ \ / �- 0 , / \ \ - ---- / !' , / F \ `,�/ / 1 ' I,;,•rJ,, I , + ;.r \: s,y ) / (,,\ \ \ \y \ v' Cif �` 1 / \ r _ 1. / / 0 \ �' 3t r� 1 I ; y{: i �r /,,- •3`" 11 / /i S_ p.4'? ,c IQJ \!,Pt\C r -�%_ rQ. \v�,S '� 'C� / _ --- _ i '/ \ \�\ \`\ .`1� S �'r �r{f /$(' I i•i , (/ v �� `, ,, - \�.OP���,..w. i 2\ 1 •, j \\'4 0 ,'/ `1 '�._, - --- - -:r ��• /,/ P\ i \/� ,/ ��s rGrfllf .' .:i i I�;f i�r_ \ r, ,, / ,� P.„1 \. \ `'i`Q \ V VV� / / \ \ '•\./'/ Cj� \\ /. i .`Cq , . 'rr.f'`rr<{J.� `lr;{f`�- 'j, x'..... I r ,rri`,• I \+ _ \ , . . . `\ \`N\ / / r.,,'y,.. ,; rvt d +mil, I Rr 7 1 'I�� rl \ '\� , / , �� ....�' _ / / \.7 O`�, V`� \\ - / /� •.'�` Y ` i .xY�� f'Sr (t �r(.I' I 1 /i',Y` (�,''(I \+,. (JP \ % kl K Gj / i) in -_ ' C 0� \ /'/ ?d r / rf r(,,jtr.;:rrr, _,s , TY \+ 4 --- _ Y ^rY I Y -\ ' '� \, ; ; / / ,., — ^ \ \ ,o• r,r ,y r,l � r . / z rat + �0 \ \\ ,'/ / 13 1i _ - i 15, Oy\J �P� ,' / I re r , ►f 5 f r , (/ \ \ ! ` ` \\ C, 1 i c ( l „ - \P, \ �s i , Q �� W . //// / �` �\ -- 14 ,/ ^ �/ / �' Q\v\ \\\ '/,/ `f/z 1 rf Ef �! \ r / ` '�_ / / �C 1/ _1> 1. J, �;, a,� SANITARY SEWER & VW , / / / --- _ - ---_ -- - ' ' ��' 0� G� /'/' /�i' , �� tr f� I f r l , / v \ / / / - 0 \ r r ri r fry. , \'.... \\ sn `� - �� EASEMENT. DB5542 /'/ / / LOT 37 `'7 CD-1 ----- ---- - \,0� F O� `�\ _ /> \ �/ I i w/ :, f� '/ 'p ' s R \ / / _ _ _ t �xi �.,;', \� ,y= / PG720. SEE SHEET 16 FOR , / WATERMETER /, _ __ __ _ - - / /, , ��, f \ o �r I / 'o, r' / PROFILES ES MATERIAL '�' // i / 111� _ t © _ - - - I -';-, `\\ C�O��\C�`' �� \,, �a / /l , r: 11 _ - v L & / I \ \ \ Il �, - _ -- -- _ ►► \ \ \� I \ PROP. �r, �, ._._ I \1•. �,\�� \ \,1 , ;\\ \ ./ / / / / // i i ______ _ - ► - CD-2 0 ER PIPE I I ,9 O \\\ \\ ''' , G' '/ / / / / — ,, I 1 P \ \ I / - STORM WATER �} , , I ry v % / / / / r--�� I I I V r rr \ k , i, \ / \ \ / , , / / I r I I I l r \ / / / f rr AT SAG SEE ROAD► I \ ,� , ! JCr , / / / ! I I \ / �/ �r , \ %� \ �- I I I 1I I , /, I � MANAGEMENT x,� I I / \. \ \ <<- , \ - �\ / i l 1 11 1 1 I I 1 I 1 1 s, \ \` ` //� : 8>, PVC PIPE / ; /fir{ �r / \ / / / / 1 PROFILE 1 I \ �� / ` �)r \ \ / / i i ' I 1 0 // �� fry / I `_.. / / ► 1 ► \ / - �, ��, 1 V s' _ `A \ (w ,/ I I I I I I 1 1 1 1 1 1 I I 1 1 ,� \ i �dr+ I / .Y�jf ' - I p.� �`iy 60-INCH MANHOLE // I/ 1/ I I 1 1 1 1 1 Q•m v /i i T I / r �/ I ., y \ 0' 0 / / / / I ► 1 1 1 I 1 o ,. TO DAYLIG ,( t( �t , .� H FACILITY - __.. -• \\ \ \ ,� y i r 1) `� / E- , / / 1 I 1 ► , 1 1 INTO OPEN I /• ti�xr F r G 1 , /�., c> WITH INTERNAL DROP • w_ _ _. , / / / / / i 1 i 1 1 1 1 /i I fSrr ;% \ \ r 1p, \ / I 1 I I I 1 �n /� CHANNEL . , r ,�, I. \ �� ;\�� �l � `�. \ \ / f2� 6 LF OF 8 SCHD 40/ ' VC ► 1 1 I �_- ___ -o \� 1 '.r p�f'� - „�tr^= \\ \ \(r - \ r J / l I I _J _J �r // 1 // r; / f rr° i irr{" I 1,\ \\ \I `,1 \ —\ \, l l I I I 1 1 - 1 -- _-.VT \ I // G \ / �F>r t / art \ ;1 -Ad 4 �, ® 0.5� (MIN) SLOPE _ I ____ / .rr , air �rf __ % \\, \ ' \ \ /' \ n �` �\ \ \ �, �° `wr / ' I I I L- - L-- _ \ _ - - / v \ f "', / �rr� f i b, I\ f `r y \ \ \ \ \ c\\ \ CJ \ \ �, �`wr �L`_ / / I L-_ ----\ J '` \I 4 wt J �C7� \ l/fr¢�5 /'fYr,\; r)fr•�{{ZG I o i i > \\ \\ \ \\: \ � \\ \ !. C 1w '� _ I I 0 — V � » '/ A/r �{ YIf tr x� � { 1 u' 1 \ f \ \ ,-- > -� - `= �= o z DROWNING \ ` ' , fi <� r<� F r - _ i % vv \v \ j- vwvv A vJ v v y C J I mow. _ __ ---- C v -� r, , ra,, rrfi r �� Ott �Q \ % \ \ \\\ `, / \ \ \ -i ;�- - \\ \ \ \ s1 ,- \ \ c \ \ \ \ � � \ , \\ \ \ C D \ >' r \ \ \ \, \ \ s \ - \ \` , \ \ r', i i- �' �r \ � \ ` � J'�' � �� I , ( }'f, 1. \ i � •. ' \I• _ l \ \ / I \. r v 10 Iv 11 �. \ A •.\ �A�r f Pa' v \' .�r v A VAR. WIDTH \ ;� v � A AV v� `�� vnl',��� r i v A'` \ v vv / v '' \ ` PRIVATE WALL 7I \ \ \ `� � �\ yy��) ,Q 1).�'�r ,1 v NOTE: ALL SFD UNITS TO HAVE 1 �;= \ ' '\ ACCESS & I v ,>, \v yv�vv � s) A '�� v v SPLASH BLOCKS AT FOUNDATION AINTENANCE \ \ Ij \ \ \ a �.,1 �� \ ti DRAIN &ROOF DOWNSPOUTS TO MT DB5542 , s; yv v w rn ,_F, � y ,,,\ A ENSURE SHEET FLOW. THE YARD PG �: v \ 1, v yob -- v �s �'�`, �� `v AREAS WILL BE \ \;.\ � \,? 'ate � '��' I 1" fry `� GRADED/SEEDED/LANDSCAPED AS P ` r, r\ \\ NECESSARY TO FULLY STABILIZE i I \ \ `A ' ht''' ,,1N�`) \ `'"',' -y' \ THE SITE TO PREVENT y �v , �� �- PROP. RET. WALL, GEOGRID & r �� 7 - ;r \ �,� rz� i " ` CONCENTRATED FLOW LEAVING ` - `\vv `vy ; v THE REAR OF ANY RESIDENTIAL SAFETY RAILING BY OTHERS. - Y fit,\ ` I_I LOT WITHIN THE BELVEDERE LINES DENOTE WALL & GEOGRID :.sv� (TYPICAL WHERE SHOWN) / _ " PHASE 5 DEVELOPMENT. �► . v y /'`.'1 yv ", ` \ vv v `�, V A��' V A \ 0� �a� maw m NOTE LOT 1 - 28: ALL TOWNHOUSE UNIT ROOF DRAINS SHALL TIE-IN TO THE PRIVATE STORM DRAINAGE PIPES. WHERE APPLICABLE, ALL FOUNDATION DRAINS FROM THE ATTACHED UNITS SHALL TIE INTO THE PRIVATE STORM DRAINAGE PIPES AS WELL �; \' o HAZARD SIGN ,; = ' ,, �`�_'T V, 1 1f1- I - ' �'�- _\ ! _x �_ ti r F \ i r G ky. ;<._ riifrrl eft'" 1 ,i f % . - f r . �r �'• " �( .c. 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SE TAI SHE 1 - _ - a�6 • I / (Z E DE L ON ET 2 ,g 5 • _ ' ; 4� a , \ N , / ;V is P -P 4 '' - ' '' / h2p r / / �} N j o r _ - -- - _ -- ^ 25 . --- - 1 52 ACRES 2� _ / i \ I \ �f _ - - - . . . . h ' I / \ 1 I \\ \ ---- - :-. . TREE SAVE . . . . - •./ / S _ _ . 26 , \ .. .. - s I \ \` N - . . f , PROP. RET. WALL GEOGRID & - - . ----- --- - - -- -- - - :'. - - . DECIDUOUS TREES st- . . . 2 I I `. ', ', , I :�"---__ SAFETY RAILING. WALL DESIGN. __ _• -- - - - �-Jp- •' 'ar n q , .UNDER SEPARATE COVER BY', _ .,\ \ \ Q , , .�.- - .. -- 'J2 r /. \ ._ _ - ._ _ I \ O�THE S - ;-. . _ ' � . . _ ;, sr _ -. - - i _ - 1 - ... __ _ - �EEa<�s _ _ -- _ _ ;� , _ BC I I __ - _ s - _ _ -,. - -- _ - _ �, N , � �_ . _ .... ��-" - BELVEDERE MAINTENANCE_ _: . . ... . . . ♦ - NOTE: EASEMENT - . ! ♦ . . -._ . I_; I I I STANDARD DETAILS FOR INFRASTRUCTURE ,DB5542 PG720 . . . -- _. -. ._._ _ - .-.-- --.- . ; . . a� , Q- -- _ _ . . . . ,_ : . . . . o { . - - . . _ - / 0- - -ALL SLOPES WITHIN THE BELVEDERE PHASE 5 I IMPROVEMENTS SUCH AS UTILITY MANHOLES, �, ^�- - . __ _. _ - . ._ _ - . ----_ -- .-. . . . _ -. PIPDDING UNDERDRAINS UTILITY . . • �' . : -. . .-- _ • _-- . . _ p DEVELOPMENT WHICH ARE GREATER THAN 3:1 c` I E BE r - - _ --- . . . �.: ' - . . _ - _. . . �� ;' _ - 44 (r} \ St -- -._ - rJ - - . ey • - . . : - -. . . O - - . : . . . "Y - MUST BE STABILIZED WITH LOW MAINTENANCE CONNECTIONS AND STRUCTURES ARE SHOWN ON 2 - 9 v // -- __ _- �- M"' - // o `I -9 // --� _ — . o� --- J V C0 . . . . . . /i w � `i SHEETS 22 AND 23. 1� .. . .. --� _, . . . . .__. _ _ . a / . . . _ ro• "3 -- _. . . . . . . -- --.a , - - _VEGETATIVE GROUND COVER OTHER THAN GRASS _ - Q �J �C -. _ - a _ - _- l -- - O _\., . -._. 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Y,, -,, - , .Yr. ,-� t.:,., N,, . fQ" rr `f...rr' ,r, fr C rt, r ,� < t.r i .r,;rt - \ I l \\ \ , �, _ \ \ `\ \ rI1. qOr /+-� (Z r 1 I !-•----._ .t' \ \ - lr i.o+�-°._1� .r._��:-t ;��r�f Cfr fir» - ` iLr rr % �, r. _ - ,' 1 \\ \ \ r l \\\ `, \ i \ \\\\\ \\ \\ .�'`I \), {\^\1 �\ t �,,V, i _/ I i `v / I /, \ .\ 4. 3i1 - - - _ _ ' //' i i�: '; '� '; I ■ - -.. i iv ; r f j(.; vv V v V A A �\ � C,I I A � - o / / v \ V v / / /' o > !J > \ \ \\ �(P�+v�C. v��' ALL SLOPES WITHIN THE BELVEDERE PHASE 5 N/ 23 5 i 30 W 4069.24 vvv 01 I VAR. WIDTH o roo ,, \ ^a'N yv ,,�< vF=�'),' vy vv - I - _ - PRIVATE WALL '�` `� �• "� �,`\' DEVELOPMENT WHICH ARE STEEPER THAN 3:1 I CC.� � �_ Qo y I A ACCESS -& - // �v -__ MUST BE STABILIZED WITH LOW MAINTENANCE \ \ . �� I t\ I \, __--- ----- AINTENANCE I ' ,' -tea Q O / to \ \ . ` - Q -- - __ _ ")\ y v v w \,' v MT DB5542 c� •' � c� \ v v (T v _VEGETATIVE GROUND COVER OTHER THAN GRASS / Y Q V / y v / y- v v v O^ V vv ;2�� I � v v I / J / �� F v I G72 ` -— BONDS S L L C r __ _ - , �W P — -- ----- — —430— ONE VENTURE v ,i A �i �O r�J �U / v� / /' v �ws 1 1 �0 7 V / � \9 v Q� v' ,, v���r��, /' \, f \ \ z / �� \\ \v vv / �P / ' \ 62F 1 D \ Z I ^{, (, ' O - ----- -PROP. RET. WALL, ,GEOGRID &� - p OPEN \ `` - - \ I . \ \1IQ _ _ - / ,a , \� ' SPACc ,�, - _SAFETY RAILING"BY OTHER \ \ LINES DENOTE L-&'GEOGRI ZONING' R4 ' / i' I \ \ _ TYPICAL WHERE SHOWN - \ 7.09 ACRES - 30 ; /' 0 39 '60 , 90 v -Tl;vv .A I �(� v `v v v v v . \ \ - - 42 \\\ i \ \ \ i' \ �\ - \\ \ , i -' = \ _ _ /y / ,-\ \\ , \ \`v SC 1 0 , \ _ 2 _ / \\ \\ ` \ \\ \ \ \ \i \ - \. % . / \ \ \ i \ \ - -- ----- -- 6 , r `e . - 4 ALE L0 U o ch 4 Lu i (7) V z oN � O� ->o 0 L) QT- 3:_j U) OE W ~> m O z US Q U Q Z Lu J 0� w UQ QL,Q JZ 2?6 L Q z V O� w Z �'/� z FF--)•� O N F✓ IL W W N Q Q . W O J O 2 O cn q) 0 d' U) U) cc Z >-M< o T M U 0- I I I z I i _0 f_ I u (1-1 N o I I I ' I I __ - __ , __ t - w _ i I a I 1 � o j ; z i --r-- O z !IIII ��- I i WW i z 1 o H H H P N 0 0 0 0 01 r_ � �' I z z zlzl I 0 0 0 0 -- I —1--_- I -.__ 0 N O N N 1 - ---- - T- --;- -- z 11 NIm d•i I �$1 y'UTH OF pl O{ #%, /� ,;� �) ow 7 Jimmy L Taggart Uc. No. A y v,* 0772184�2021 {4�' Z QW ^ J L J cc W 0 w z��m r J Q J Q 0 1:w LL U W n Q z a �— W f] . z �crN° = J W U Q4 Q 0 (]- Q I c- 4- W �E F- L.L Q J Q W cc W ca I­- 0 73 cc 8 DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 04-17-2020 SCALE: 1II =301 JOB: 8438 SDP: 2020-00036 SHEET: OF 24 �• !I I I I! I I rn LO CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE \ x• • • • ' .: • ► I , 1 I 1 !-- --- 1 1 I - � \. ' .. I I I I I I I I-----------J cD - -- -f I t--------_-J I �. .:. .. .., . L, _ - I L----------J _ I ---_- _� I r----_ w 1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE, THESE CONSTRUCTED PRODUCTS, �`\ �`� ::------- �__- _ ----- L --_ r------- AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS _ -°' - ------ � r of \ \ .. N BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES Co CD \� / V N PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE \� - \\ , ® O Y Q o REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: D p \ L0 J W I �� Q 2 1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4 PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. / - - - _ A -A\` J- `/1 Ll J � . • . • • __ __ _ Z 1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET, \�\ i D , . •�� - \\ ° v • ° . D : P °.oco �.' ° D v - CL U = w o 1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1: 50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. \� "� \\ ° v D >` o'� 0 U) o Cl- 0 p o LIJ 1.4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS �\ a ( ° \, `\ _ w Q < MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1: 20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR CROSS SLOPE. �\ ; °D p�.,;\� ! _ _ \ l ,' Z J WHERE PATH OF TRAVEL WILL BE GREATER THAN 1: 20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE `\ \\\ 4' SQUARE LANDING AREA OUTSIDE OF ` _ _ _ _ , _ 4' SQUARE LANDING AREA OUTSIDE OF �' z C9 PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND 'LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR \ \\ \\. TRAVELWAY SHALL BE PROVIDED FOR - TRAVELWAY SHALL BE PROVIDED FOR �\\ O POSITIVE DRAINAGE. �\ \ \\ `\ PERPENDICULAR CROSSWALK WITHIN THE PERPENDICULAR CROSSWALK WITHIN THE 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A `LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT �� \ �` `\ MARKED CROSSWALK AREA c�N6� Ik66� MARKED CROSSWALK AREA (TYP) w (7 OR DOORWAY NOMINALLY OPEN NGBCONDITIONS.POSITIVE S EDICCANSIEA117I 1 2 OLANDING ANDROTHER REFERENCED MUST BE LESS INCORPORATEDINCHES CODE FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE e `\ \ \` \ \ ____ __ _ __- _ \ -- - 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN, NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE \, '• �L 'a `\ /' x 5�ti I' h LLi w o CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS a �� a.a1 / �2 i` �2 ` �, SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY - - \ t. 8oD ` D ° N1 L� o '0 G�-• a • E cn > ' a a5.62 D9 p � rn - \48:1 MAX • X I ,-,' `\ �... D . •. -: --- . __ �----- - w THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. T' \ \ _ $5.a3 • I ti '- ;- •- z ------------AMPS 12:1 M�X '' � _______�-�--�- �, Q o 0 1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE t---------, , , L� 8 r 2 �\ 12:1 MAX RAMP �. A5 ` , w Q w ` I I I ' ��L , $ 48:1 LANDING �� . 4� \ D "�- , vJ U) Cr Z ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. \ III 47-9 ,� p aS� rk'6 48:1'PAX LANDING , �, Q o `\ I I I 14S.3 ',. x47.9 - S - x D ° f / _ _ 2, CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. \ III I , 4a.a. / �5` / 12:1 MAX (RAMP i ° °' TRANSITION GUTTER PAN I i /o ,° d �5 /45.Z9 SLOPE TO 20:1 MAX AT ' x47.7 47.9 . ° 45,a� CROSSING (TYP) ► 48. r If Z ---i------� II I p INSET A 20 0 20 40 6o INSET B Q SCALE: 1 "=20' 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS, CG-12 No HYDRAULIC CURB RAMPS CONSIST OF THE FOLLOWINGr CG-L 2O 6 ROAD & BRIDGE STANDARDS HYDRAULIC CEMENT SIDEWALK iDEPTH IN INCHES: AREEAJN SQUARE YARDS) A CG 12 A CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) •5 DOWELS, 8" I ONG 1 PERMISSIBLE GENERAL NOTES: DETECTABLE WARINC SURFACE (AREA IN SQUARE YARDS) PERMISSIBLE '� AT 12" C. CONSTRUCTION tYi A - I Co STR,4L;mN #5 DOWEL, 8" LONG 4 12" C-C 5' TUN. JOINT 1, THE DETECTABLE' WARNING SHALL BE PROVIDED BY TRUNCATED DOMES: EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD JOINT �' _ "( 5'MIJN. PERMISSIBLE CONST, c BE SUMMARIZED FOR EACH CURB, CUT RAMP. r 4211 MAX. 2. ALL DETECTABLE ;1VARNlNC SURFACE PRODUCTS BHALL`�i_ET THE REQUIREMENTS:: JOINT SIDEWALK 4• 12.1 MAX . z 4'ldlN 1�:1 OF- QF SECTION'SO4.rOF'THE SPECIFICATlOtNS FOR.CGt2 DETECTABLE VI?RCIINC SURFACE. 48�I MAXRAMP 12;1-MAX "v ^~! �- � _ B \ ,� DETECTABLE 'WARNING SUFACE PRODUCTS USED SHALL' BE FROM THE MATERIALS. = '` �- ' '(� 9 i•+Z 8' .•. ..-- 1 .K,K CL W W W W APPROVED PRODUCT NUMBER, 72.. - ti 12�1 MAX ;� � \ � • ' H Z Z Z Z � I 5, 3. SLOPING SIDES OF..CJRS RAMP MAY. BE POURED MONOLITHICALLY. 'WITH- RAb1P }. �� ^i d FLOOR OR. BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4' �- li�0_11 •4 4. REQUIRED BRS ARE TO BE NO. 5 X .a" PLACED 1'CENTER.TO CENTER. ALONG $C,_ M. B WITH BUFFER STRIP �`n+IN• BOTH SIDES' -OF ^TIIFT RAb1P. FLOOR, WD-DEPTH OF RAMP FLOQR•- MINIMUM A-•- 10 Y MAA cI � TYPICAL DESIGN RAMP RAMP e �� 1- � AT ;K,.2" HIGHER: THAN � OO O O O j CONCRETE COVER 1%Z . I / I w r^ r`--- -� Q TRANSITION GUTTER PAT, SLOPE TYP• EDGE OF PAVEMENT (SEE TABLE) -(SEE TABLE) TRANSIf1ON ,UTTER. PAN SLOPE �� A 10 20=1 THROUGH RFNAP LENGTH } 5.. ROADWAY_, CURB;J% CURB AID GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A 5 5 A TO-200 THROUGH RAMP LENOTFI _ 5')Jltl AT;KX, SAME A5 TOP' OF CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TRkLSITIQN;GUTTER PAN SLOPE TRANSITION GUTTER P?N'SLOPE _ Ytt1 B ' PERPENDICULAR A-E -GUTTER PAN MAXIMUM SLOPE 20t1 Z I Z Z Z 6. CURB RAMPS ARE REQUIRED: FOR SIQ;",VAKS AND. SHARED USE PATHS: THE 'WIDTH OF , TO '2011 THROUGH RAMP LENGTH TO 2011 THROUGH RAM? LENGTH GUTTeR PAN MAXIMUM SLOPt 201 � � Z) � t24 MAX. THE CURB` RAMP SHALL MATCH SIDEWALK WIDTH, .WHEN CURB RAMP $ ARE USED IN A i i CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH _�� TRANSIiION :GUT TER PAN SLOPE GUTTER PACi MAXIMUM SLOPE 20.1 U I U U U - t0 201 THROUGH RAMP LENGTH 4` TANGENT PLAN OF HE SHARED USE PATH. 5':h11N -- o i o ,-I .-I 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE y ti 1 th ' 4' T-0"'MIDt 12:1 y �E cv N '-I ry CURB RAMP LANDING FLOOR. �A SAP TO AAFC FATE F o o �N o t2tl MAX B'•0" Min. : 11 0" Min. f OF ROADWAY CURB WITHOUT BUFFER STRIP 5' 1N �` ~ N N � +�+*+ SHAPE TO MATCH FACE LU B. AS SHOWN O WILL 0E ORINSTALLEDDIRECTED AND LOCATED WITHIN PEDESTR1Ai'CROSSWALKS 4 BACK OF CURB 48 I )P 't. Q AS SHOWN ON: PLANS OR AS DIRECTED BY THE ENGINEER. CURB RP}AP5 SHOULD T~ Or ROADWAY CURB r•1 cV rV 121 MAX. 48;1 MAX.. �� EXAMPLE INS.TALL,ATION METHODS SEE PLANS FOR LAYOUT 2'-0° MIN.. 5'-D" MIN^ 4'TTP: p NOT BE LOCATED BEHIND VEHICLE StC)P LINES, LIGHT POLES, FIRE HYDRA TS,OROP BACK OF CURB', z0`i-� 48 : M 2'M1tP, o 1 0 0 0 j INLETS, ETC. TYPE i3 - 9. RNdPS MAY BE PLACEDVI I RADIAL OR TANGENTIAL SEGTIOCiS PRQ'lIDEO, THAT PARALLEL F0.1� TYPE A � AT E OF PAVEMENT THMI - --:- THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE 'CRO$SNALK AND Ls" ti[i 111At BACK Or OURS , : 12i 1 MAX: �-'�8:'� MA, AT;Y KFSAAEEAS iTOP OF CURB r r THAT THE SLOPE AT THE CONN£CtION OF THE CURB OPENING IS WITH BUFFER STRIP 2'MIN• sloe¢ 20 �t � r1 r�1 m I d• f I PERPENDICULAR TO THE CURB. v 1-•` SEC t'ION A -A , Z ( NtO�tIG it3st MM. � I I I 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH 18" A% r"--�1 SECTION A -A SLOPE r •; THE.BACK OF CURB. DETECTABLE WARNING: SURFACE ----\\ PERMISSIBLE CURB 11, WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB At ENTRANCES t2'tt-!AX^ 'n'. CONSFRUCT10N i] OR'STREET CONNECTIONS THE DETECTABLE "WARNING SURFACE SHALL.HAVE MIN, X%K :9A� 5'Iaal 2'AtIN: PERMISSIBLE »:"»,nr»+ JotNr rr, CROSSWALK - ' A ,z° 1 %� DESIGNED BY: UVN A FACTORY RADIUS OR BE FIELD'MODIFIED AS RECOMMENDED BY' THE ,. i - _ CONSTRUCTION r/'Mnnn mnmoN mm yo �` SECTION A -A MANUFACTURER TO MATCH THE BACK OF CURB. SEE' CC-12-INS PAGES 204,06 ti 6 JOINT .' +' ° • . • - : DRAWN BY: ARC AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS Ott A RADIUS: 4' BAN AT .K , 2" NIGHER .THAN m aNyamu+ x rr EDGE • OF PAVEMENT '... • . . , . - . • 6Rass 0 C� -ct-- CHECKED BY: JLT ` AT K<K . SAME AS TOP OF CURB SEC PION B-B C"I IE -CURB SECTION B-8 NOTES: ONE DIRECTION TYPE C. TYPE C EXAMPLE INSTALLATION METHODS - ONE DIRECTION WITH BUFFER STRIP L FOR GENERAL NOTES .ON THE DETECTABLE WARNING SURFACE, WITHOUT BUFFER STRIP PARALLEL . & PERPENDICULAR n PARALLEL '> PERPENDICULAR NOTES: SEE PLANS FOR LAYOUT SEE SHEET i OF 5.. APPLICATION I I U'TH O,a 1. FOR GENERAL NOTES ON THE DEIECTABLE'WARCNNG SURFACE, SEE SHEET I OF 5. 2 THE REQUIRED OF THE SLOPE, TH OF A PARALLEL RAMP IS LIl.11TE0 Tq 15 FEET, MINIMUM RAMP LENGTH CROSS'NPLK $b p TRUNCATED DOME IR RO ADWAY GRADE IN FEET �` i •2,4 _-C 2. THIS' DESIGN TQ BE.USED FOR' CONSTRUCTION- THAT INCORPORATES WIDER. SIDEWALK. LANDING 3. GUTTER PAN SHALL BE A MAXIMUM SLOP£ OF 20:I Ar THE RAMP OPENING. 1N PERCENT EXAMPLE PLACEMENT AT INTERSECTION -� (4 WIDE) REQUIRED AT TOP OF CURB RAMP_ MINIMUM CURB, RAAP LENGTH'B;,FEET FOR NEW I > N 4' CURB 8 CURB WITH BUFFER STRIP �-� '� ,0,0 O 0 .0 Q z CONSTRUCTIOFi: Y 4. DIAGONAL PLACEMENT IS NOT PERMITTED. i - , 0 O O O O O 0 O'0 O O 0 1 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 200AT THE RAMP OPENING. Y � � D��' 0 2 5 NOTES: O 1 � VA 0 0 O O 0 0 0 0 O 0 0 Os 4, 01AGpNP1 PLACEMENT IS NOT PERMITTED. �� \ 2 3 5 L FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,.SEE SHEET tot, 5, V ` {� tf _ 3 Pn TYPE B PARALLEL CROSSWALK CURB 3 a 6 % LANDING RAMP 0 O Os 0 O 0 O. O. O O O 0 Q 0 O O N �o APPLICATION CRO55WALK 1 2. THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE BUFFER STRIP MAY VARY T 0 0 0 0 0 0 "Q 0 0 0 0 0 0 0 0 4 4 8 T0. MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE 0 M ** 5 5 14 DIMEN510Ns AND SLOPE'; ARE As NOTED. Jimmy L. Taggart ct V MINIMUM. RAMP LENGTH t y+' , 0 O Q 'O O O 0 0 0 .Q 0 <? 0 0. 4 �D- ROADWAY GRADE cc 8 FE7 14 3. THIS COMBINED (PARALLEL & PERPENDiCULAR) DE51GCi, CAN 8E USED WITH ADJOINING, LiC. %i0. IN CI ,O O Q Q .O -O 0 O O`$ 0 O :O.' Ci V IN PERCENT , C, v��c Y t3 t5 SUFFER STRIP_ LAPt01Ci0:AC BOTTOM OF TWO SLOPING SIDES WITH 6'X S'MICLptM£NS10NS, r0 � •d t 50/- SX OF BASE DIAMETER DIAMETERR '• CROSSWA K 4" CURB B' CURB CONCRETE ok THE SHORT PERPENDICULAR RUN TO THE STREET CdIJ 8E PROTECTED BY A LAJtDSC/WED S► TET 0 0 0 Q O O.O 0 0 0 0 0 O O 0 0 4 B 8 15 15 SETBACrC OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. QA �7 Z� ZO21 c CROSSWALK 1 5 7 4. GUTTER PAC! SHALL BE A MAXIMUM SLOPE OF 2011 AT THE RAMP OPENING, S$$ DETECTABLE WARNING o lON�L jnj THE REQUIRED LENNGTH OF A PARALLEL RAMP IS 5. DIAGUPPAL PLACEMENT IS C10T PERMITTED. AT BACK OF CURB 0.9 14'I- I VARIABLE FULL WIDTH OF RPl.IP FLOOR I II � TYPICAL PLACEMENT 2 5 8 CROSSWALK � LIMITED TD 15 FEEf,REGARDLES^a OF THE SCOPE. SEE NOTE i1. BASE DIAMETER fR PAY LIMITS TYPICAL PLACEMENT AT INTERSECTION 3 6 4. DETECTABLE WARRING. TRUNCATED DOME DETECTABLE WARNING AT INTERSECTION WITHIN CROSSWALK 4 8 12 CROSS'W�K 5 to 15 TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS LARGER RADII INSTALLED ON A RADIUS DETAIL DETAIL WITHIN CROSSWALK (WITH BUFFER STRIP) s t4 15 WITHOUT BUFFER STRIP WITH BUFFER STRIP COPY HE ORIGINAL SEALED AND. SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED -DRAWING IS ON,. FILE IN THE: CENTRAL' OFFICE. COP OF THE IGINAL SEALED' Atli) ' SIGNED DRN.VING .15 ON FILE IN THE N RAL -OFFICE. A C. Or T SAL SE SPECIFICATION' PEGIF.. ON V j A Y OR, 0 CE ,i .. , SPECIFICATION SPECIFICATION. A COPY OF :THE; ORIGICiA SEALED AND SIGNED DRAWING IS ON FIE IN THE CENTRAL OFFICE, lVD�T REFERENCE REFERENCE D� lVDOT - REFERENCE REFERENCE - ROAD ROAD AND RIDGE ST4k)ARDS CG-12 DETECTABLE WARNING SURFACE CG 12 DETECTABLE WARNING SURFACE RQAn.ANo BRIDGE srmDMDs ROAD ;Atli) BRIDGE STANDARDS CG 12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE ROAD'410 BRIDGE STANDARDS B SHEET iOF 5 REVISION DATE (GENERAL NOTES) 10, 2 502 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF S SHEET 3 OF.5 REVISION DATE TYPE 8 (PARALLEL) APPLICATION 0z 105 TYPE C- (PARALLEL & PERPENDICULAR) APPLICATION REVISION DATE SHEET 4 of 5 Q 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504' 504 VIRGINtA DEPARTMENT OF TRANSPORTATION 04/19 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/13 z 204.Ot 204.02 204.03 20d.04 CLUSTER BOX UNIT (CBU) MAILBOX - ADA ACCESSIBLE 308.2 Forward Reach, 308.3 Side Reach. Q J 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 LO Q 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 mm) maximum and the low W n w mm) minimum above the finish floor or ground. side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. z W � m 406.4 Landings. Landings shall be provided at the tops of ramps. The landing clear Q length shall be 36 inches (915 mm) minimum. The landing clear width shall be at least as 1 j 0 C�-1 wide as the handicap ramp, excluding flared sides, leading to the landing. C) O W c E CO E x 12 f� E E E E c E £ CONC. PAD CBU' MIN. CONC. PAD 12 W _ Q Z LO r� iy E E _ N _ o MAILBOX CBU MIN. w Lo 2 Zo" L MAILBOX j N O � [r U U Figure 308.2.2 Obstructed High Forward Reach 10.1max RAMP DOWN SIDEWALK RAMP DOWN RAMP DOWN SIDEWALK RAMP DOWN 36 min I I Q Q 255 mm 915 mm z W C C' H > G c� 12 MIN. at least as wide as 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an +' ' HANDICAP HANDICAP Curb ram Q element and the high side reach is over on obstruction, the height of the obstruction shall be 34 inches CBU p 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floors ace CONC. PAD RAMP RAMP W HANDICAP w g g p (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high MAILBOX RAMP M shall extend beneath the element for a distance not less than the required reach depth over the side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. ............ ............. W F- obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 12 to 15 (q Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) PER. USPS B.O.C. . ....... B.O.C. - inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach maximum for a reach depth of 24 inches (610 mm) maximum. B.O.C. C`3 shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. F.O.C. C&G C&G F.O.C. < - C&G F.O.C. E.O.P. E.O.P. E.O.P. O 20" max >20"-25" max 510 mm 510 mm- 635 mm X X E ' E £ CENTERLINE STREET CENTERLINE STREET to E x � CENTERLINE STREET X (0E E 0 E M co Figure 406.4 Landings at the Top of Ramps '� DATE: 04-17-2020 CN " k SCENARIO I -REAR ACCESS TO CBU SCENARIO II -FRONT ACCESS TO CBU SCENARIO III -FRONT ACCESS TO CBU WITHOUT SIDEWALK SCALE: 1 438 30 10" max > 10"-24" max B: SDP: 2020-00036 255 mm 255 mm -610 mm (a) (b) (a) (b) Figure 308.3.1 Unobstructed Side Reach Figure 308.3.2 Obstructed High Side Reach NOTE: REFER TO REACH DETAILS FOR CORRECT LOCATION OF CBU INSTALLATION. ® SHEET: OF 24 , r r. •....• -' - - I � �� v ::•:i•;:. ;...... .... :::::;•:;•: ``ORAY:C r I� - - - - - - - --VDOT;CD-1 UNDERDRAIN - (TYP WHERE SHOWN) BM _ RIBht Fr 7� - = = i� ,,, j• BON on ont Bonnet HYdrgnt 10" 71 ob _a r � � V , 0.1�� Js �\ / 4th��� I YID 50 0 50 100 150 SCALE: 1 "=50' 470 465 460 455 450 445 440 435 430 4 2 _5 42C 0 � 0 1g E� gPc,EOQ�c�, 5 ate•- _ m fAL CURVE AT SAG (SEE ROAD PROFILE) FOWLER STREET EXT PROFILE DESIGN SPEED: 25 MPH VPI STA = 10.00 NIii SCALE: 1 "=50" VERTICAL SCALE: 1 "=10" VPI EL = 45 I rni - 1;n nn' --- ---- - ------ j- O-- - -- ---- --� - - -- - ---T- -- ----- - -- LEN -_- 1100.00� -------- - - - -- -- -- - �- - -- -- - ---� -- ----- - - ---- 6 ---- ---- -T ---- --i-- - - - - --- - -- - -- -_ _ r--- - --_i _- -- ----- -o -- -- - -- - ------- - - -- - - ---- .- - U ;-- - - ---------' ---- - -- -- -v) Q -- -- ---w .---' - -- - ---- --- --- -- - . --- --------- c ------ ----' --- ----------- --- --- -- ---� --- - - - --- - - --- ---- --- -- - ----- --- .------ - -- - -- - - -- - - - --- ---- --- --- -- - -- - -- - - -' - - ----- -- -- - - - - - - T I _ I T - r ---- .ROPOSED_-GRA E i -1. 4 3� o w_ �-- z 0�- ---- -- - - -- - - ---- - -- - ---- - -- - - --- --- - -- _ - - -- -- -- -, --- ----- z _- i - - -T - -- - _ - -- --- - -- F - - ----- - - - --- ---- -- - - - -- � --------r----- . _.� ---- _ -- -- - -- -- --- - - „ - -18-HDPE - -STORM-XING-- I � -_ 2_�--- -o, $ C - - ASS 52_DIP.-- � - _ WATERLINE -- >- -�---- - corn -- - - - - -- - - -o T--- Z----� - - - - - - - -- - - -- -- --._ -_ -- - ---- -- - --- -- 3.3 - - I¢-- J -- w - J - - ----- -- ----- ---.-_- -- _.._-_ -- - ~-0- - -U M �- ---- - - -- -- -- - --- - ---- - ------ - - ---- ---- '' ------------ - - -- -- - -----U ----- - - _co -O Q --� .---� -- ---i - -- Q ---- z --- - -- h - - - - ---- - --�� --------- --tom - - -- - Z - -- N}------- - -, ------ -- ---z- ---- - - - --- -- --- c? tD v7 00 V) - -_--�- �-- T --------- - _---- ` -- V a_ - _- ---- oo-- --- -- -- - W ,-n • _- -- - I) --Q� ---- --- --- _ _--_ -- x- W W I -- V- )w J - -.-�- i- J �_- O_ __ - 1--- - - - - -- ------ - °- co- - ----- - i --- - - - I- - -- -- -- --- - - - - - ---- -- - -- - - ------ --- -- - -- ----------- �- -I - -- -- :_ -- - N - - --- - -- ---- -- - -- -- O r- N Lf) It O Imo- O O O O r- M T_ . N O LC) Ltd LO u') It It It d' O (0 O M r o6 L0 It Cf 't O 00 C)00 O (0 L d' d' d' O NT C) N 6 c 6 It It It It 00 N cM (0 o6 N It L0 'I d" O O IX) C)O 06 4 NT V) It It O O C) 6 d' It LO d' d O M L0 (D O M d' L0 It It Lf) (0 00 00 O _ 19T Lf) It It O CO N 00 O O d' ►) Iq d Il- M u0 M 06 O Ict Lf) d' 14, (0 (0 00 0) I` 6 d' d' 'It "t It M r (0 I` (i d' It It Nt c'M LO bT 00 (0 1` It It rt d N t-' 1-- v- L6 (0 d' 't 't It O 0) C:)T- t.n L6 'q It d• d- 9+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 3. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS, 4. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 5. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN. PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. 6. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 8. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 11 58' PUBLIC R-O-W RI W POINT OF 4" 3000 PSI FINISHED CONCRETE VDOT ST'D GRADE CG-6 1 - •rr 3 4' VDOT T 21A STONE BASE 6" VDOT 21A�. 3"BBME25 STONE BASE 1' 5' 6' 2' 19' CONCRETE PLANTING TRAVEL LANE SIDEWALK STRIP 0.5' INCLUDING PARKING 33.5' 1.5" SM-9.5 j1/4": 1' -�•- 8" SUBBASE (21A) 10' TRAVEL LANE TYPICAL SECTION FOWLER STREET (25 MPH DESIGN SPEED) N.T.S. 24.5' 17+00 18+00 4" 3000 PSI VDOT 5T'D CONCRETE C -6 i -.E-- 1/4": 1' ............. . . 4" VOOT 21A STONE BASE 6" VOOT 21A STONE BASE 2' 6' 5' PLANTING CONCRETE 0.5' STRIP SIDEWALK 1' NOTES: 470 1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 465 3. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 460 5. STANDARD CD-1 AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN HEREON OR AS FIELD CONDITIONS DICTATE. 455 6. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A 3.5 HEIGHT OF EYE AND A 3.5 HEIGHT OF OBJECT. 450 445 440 NOTE TO CONTRACTOR. 435 ** SPECIAL ATTENTION ** ANY UNDER -DRAINS OR CROSS -DRAINS INSTALLED MUST BE VIDEO INSPECTED SIMILAR TO THAT REQUIRED FOR VDOT 430 ACCEPTANCE OF STORM SEWER. CONTRACTOR IS RESPONSIBLE FOR ACCEPTABLE CONDITION AT ALL. TIMES UNTIL STREET ACCEPTANCE. 425 420 3;1 -01 IL*'' 4 PROPOSED ITE 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 230 25 mph 38 5.81 67% 33% 0.52 20 221 148 73 PROPOSED TOTAL 43 438 285 158 5' 4" 3000 PSI CONCRETE 14 cl STONE TYPICAL SIDEWALK SECTION N.T.S. LL_ c�' to -YA K I rn u o o co o U N z O� O �> 0 cn Qw 0 COO) � Q0 Ir W _j UD 0U =w o z � oU) 0wo 0 w UQ z�¢ Jz �4c Q- z V/ x+ LL z_ 0 N �- N W U) N Q LO Lu JO O J CJ W CO�� z o �= a-0)(-)cL z 0 d ii Lu I � i o I I - ---t - �I - - - - 0 Z i I j I 21�12 1Fn_) C= z z z z o- w w w w EE � 0 0 0 0 0 z zlz z D DIn Z 0 010 0 U U l U U 0 0- j fw" N aLO M �N N Q N O I N N z �4 rq rn d DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT o �r o 7 Jimmy L. LTaggart 99 rt Uc. No. 84 ,d'4 c� 07721)2021 tits S8810NA16 Spa z W W W ' ^ CO Z(n�m a Q T Q 0 = U LL 0 w w 0- W Q n z I VJ 0� C'^ O d ' 1 ' � In U Z®.. Q W C) Cc DATE: 04-17-2020 SCALE: 1 ":50' JOB: 8438 SDP: 1 2020-00036 SHEET: OF 24 WATERLINE ® STA. ,11 +53 BM ELEV.= 453.77 -us Right Right Front Bonnet Bolt on Hydrant X V' UN y �a ��.s\ c i vI r NOTES: 1. MAINTAIN A MINIMUM OF 3.5' OF COVER OVER WATERLINE. 2. ALL FILL AREAS ARE TO BE PLACED AT 95% COMPACTION. 3. MAINTAIN V MINIMUM VERTICAL SEPARATION BETWEEN STORM AND WATERLINE. 4. MAINTAIN 1.5' MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 5. STANDARD CD-1 AND CD-2 UNDERDRAINS ARE TO BE PROVIDED AS SHOWN HEREON OR AS FIELD CONDITIONS DICTATE. 6. INTERSECTION SIGHT DISTANCE LINES ARE SHOWN USING A 3.5' HEIGHT OF EYE AND A 3.5' HEIGHT OF OBJECT. NOTE TO CONTRACTOR: ** SPECIAL ATTENTION ** ANY UNDER -DRAINS OR CROSS -DRAINS INSTALLED MUST BE THAT REQUIRED UIRED FOR VDOT VIDEO INSPECTED SIMILAR TO T Q ACCEPTANCE OF STORM SEWER. CONTRACTOR IS RESPONSIBLE FOR ACCEPTABLE CONDITION AT ALL TIMES UNTIL STREET ACCEPTANCE. R/W 4" 3000 PSI VDOT ST'D 19 CONCRETE CGI6 1/4 ": 1' -�- 3 1 4" VOOT 21A STONE BASE 6" VDOT 21A� . STONE BASE 1' 56' 2' CONCRETE PLANTING SIDEWALK STRIP 0. 5' 49' PUBLIC R-O-W POINT OF FINISHED GRADE E- 1/4": 1' \� BASE 3" BM-25 10' TRAVEL LANE PLUS PARKING 24.5' 470 465 1.1 455 STA.=10 Ff�E INV.=44E 44� EN 435 43C 42E 42C I - I- - 1g 2s VPI STA = 10+50.00 VPI FI = 447.1i5 PLAN VIEW FOWLER CIRCLE PROFILE DESIGN SPEED: 25 MPH HORIZ. SCALE: 1" VE +EAl SCALE: 1 "=10" VPI EL = 442.50 _ rVp 6- VDI CTA _ 1x;j_AA FS2 -- a w S P r a rt� - r - f , / �\W s tr .- p r VOSiO t�rr r4tr5rr3if`f4 r5 "r'}p �J (`r yi •4� V - - - - r --� --- ' - LEN=-;50.00 -- -- - ---- ---LEN -=-17 .00 - - ---! - -- - --- --- ---- --- - - - -- --- -- --- --- -- ---- - -T -- - - VPI EL = 445.32- -- -- T -- - - -! ---- - -- K = 3�730- --- --- - -_ -- -- - -- - - _ -� -- -- LEN=-50;00 -- - - - -- --- ¢ --- - - --- r --- .. -- - i - --- - ----- - -- , ---- - -. - �-- - - - - --- ----`-- - __ __ __ -- - j - --- -_- -_ ( - - __ __ --- -i --- - _ --- - ---- -_ ---- - --- - Uj - -- -- - Ld -T ------� U_ --� - --- --- -- _PROPOSED _GRADE -- - --- - - - - - - - --- ---- EXISTING- �r ADE - - --- ----- - -- - - - -- --- - - -- -- -- _ 5 - -- O ---I -- - - -- N 1 N -.- -- -N - - - I - - --- -- - -- -- - - -- - Ir - - - -- - - --- �;�- - - -- -- - - -= - - - - `�- --- �- -- - ---_ - -- --- --r- - - ----- - ------ r -8"--CL52=DIP - - _ W - - -- RU--NE----- --- -- - _- - - --- --_ -- -- ---- - -- --- ---- - - - - --- --- --- 1 -- 1 9- - -- r- - --- LL'-- - -- --- - - - -- -- --- - - --- --� --N - ---� �-Q Q W Q - W -o -!i1'�:_j_____Uj -Ir' L -- -- Z �-------� • _- Z w ----o ---0 -- Lr -n - X F- -- -- - - C9 - -- Z - -- ---X -- ---- J --...---- '- - - --C� r ---Z - -X --- C9 Z X- --- - -Z ^ -� ? X J w-¢ - - Z c M -- - - -- --- -- 00 -� - --- T - ,- -00 -n .- M - Z X .- F ... - °O r` ---Z -->C n-6 �f ¢ - Z¢ n -Z --X -- -- X - -Q J Q r---- Z - _X - -- -tlj --- -- ---- - -� -- ` -c�D �} - -__ J- Q----- ---ZJ --- - --- - - - - - - -- ---- --- -Z ---� W --- --w•� ---- N- - - _ .. -..- - - - - - C9 W - F- Q - - - - - ---I ----1-Z ---if n11 -Z¢ d - ---- .- - --- -- -.---- w- Q - -- v -- ------------ - (.0 I1 C6 Un d• L0 I` CO co 00 N d- Un d- d- d � c0 h• I` N U) d- d- 00 O L0 00 O O d M d- �t T- O) Lo O L6 I` d- It d• d- N •t O It CO 4 T- It It � d• 00 Co LO (D C6 c6 d co d• d- 00 M c O 6 'I It d• d- d`- 00 N LO ch (6 'I d- d- �i- M 0) I` W c0 6 It It d• �t CD M O d• O d LO d- d• (0 O 00 N d• O'i 'q d �t emir N In L6 d �t 9+7510+00 4" 3000 PSI 1.5" SM-9.5 VDOT ST'D CI-6 CONCRETE ........... - 4' VDOT 21A - " SUBBASE (21A) - 6" VDOT 21A STONE BASE STONE BASE 10' 2' 6' 5' TRAVEL LANE PLANTING CONCRETE 0. 5' STRIP SIDEWALK TYPICAL SECTION ROAD A (25 MPH DESIGN SPEED) N.T.S. 24.5' 11+00 12+00 13+00 14+00 15+00 16+00 Design ADT Average Daily Traffic, or VPD: 470 Present Year: Design Year: 465 Growth Rate (%): Design ADT at Design Year: 460 Percent Trucks: Design Traffic Volume: 55 4 450 Design Pavement Index: 445 438 . 2019 2020 0; 0 438 11.9 440 Surface Asphalt Concrete (SM-2A 1B, orC)(Su er ave SM-9.5A) Prime & Double Seal or Blotted Seal Surface 435 Intermediate Asphalt Concrete (IM-1A or 1 B)(Superpave IM-19.OA) 430 Base 1 Asphalt Concrete BM-2 or BM-3 Su er ave BM-25.0 p ( )( p p ) Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface 425 Untreated Aggregate (21A or 21 B) Cement Treated Aggregate 420 Cement Treated Select Material, Type II, min. CBR=20 Select Material Type I & II, non -plastic, min CBR = 30 Select Material Type II, non -plastic, min CBR = 20 Soil Cement Cement Treated Select Material, Type II Cement Treated Select Borrow Base 2 Untreated Aggregate (21A or 21 B) Cement Treated Aggregate Select Material Type I, non -plastic, min CBR = 30 Select Material Type I & II, non -plastic, min CBR = 20 Soil Cement Soil Lime Cement Treated Select Material, Type II Cement Treated Select Borrow Soil Support Measured CBR Results: 1 _E1 3 4 5 Measured CBR Average: 4 Design CBR: 4 Resiliency Factor 1 Soil Support Value 4 Total Proposed Thickness Index: 12.3 OK Material Equivalency Min. Max. Thickness, (h) Value, (a) Inches Inches (a x h) 1.5 1.67 1.5 3 2.5 .0 0.84 0.0 0 1.67 2 2 0.0 1.67 3 5.0 1.60 6 0.0 1.00 6 4 0.0 1.67 6 4 0.0 1.50 6 4 0.0 0.84 6 4 0.0 0.60 6 r 4 0.0 1.00 6 4 0.0 1.17 6 r 4 0.0 1.00 6 ' 4 0.0 0.60 4 8 4.8 1.33 4 8 0.0 0.50 4 8 0.0 0.40 4 8 0.0 1.00 6 8 0.0 0.92 6 8 0.0 1.17 6 8 0.0 1.00 6 8 0.0 Total Proposed Thickness Index: 12.3 • r U LLj cn U 0N� O 0 Lo J Q °' � U �O¢W coo(L = oLOz W Q Q�Q -I Z Q 0 z� O> LL z_ O > N �- N N/1 N �j•Cif�-f•"j�i' > LO J O 0 O <o0 It L) LLJ 0 Er z _0)= o a. w U a - I ! j ! z I I i O CL V LU -T _77- a I o I i z O z OIN- F- z z z z o- W W W W U N o rO 0!0 0 OI z z z Z O!OO O � O O N O ! 0 N I O i N N O r-i N m 't z �$SyTH of Pl Jimmy L Taggart v0�o �'84°' {y.� ,w 0721 �2021 ti 6 �8rox�r4 �' 2 11 > a J LO Iz W 0 w W z U) J < J LL Q WO W FF- W O_ rr CV o W U P4 z® <Cc - 1.1.1 cn `L. > ° W ~ � a M w W Q O DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 04-17-2020 SCALE: 1 ":50' JOB: 8438 SDP: 2020-00036 SHEET: OF 24 460 455 450 445 440 9i 460 455 450 445 440 9i 280' SIGHT DISTANCE LEFT 3.5' HT OF OBJECT 3 5' HT OF EYE -- - ----- ----------------- 3.5' HT OF OBJECT EXISTING GRADE ---- - _____ ____ --- 0D + N F- Z PROPOSED GRADE 75 10+00 11+00 12+00 13+00 14+00 15+00 15 SIGHT DISTANCE PROFILE VIEW - SD1 460 455 450 445 440 75 280' SIGHT DISTANCE LEFT ' H F T 3.5' HT OF EYE 280' SIGHT DISTANCE RIGHT 3.5' HT OF OBJECT --------------- + N Z 75 10+00 11+00 12+00 13+00 14+00 15+00 15 V. PUd1C SIGHT DISf CE FASFLDI 2 PG741 i� i 50 0 50 100 150 SCALE: 1"=50' �a �o J SIGHT DISTANCE PROFILE VIEW - SD2 460 455 450 445 440 75 NOTES: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS V FROM THE GROUND. S. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. CL I, I DATE: 04-17-2020 SCALE: 1'=30' JOB: I B438 SDP: 1 2020-00036 SHEET: 14 OF 24 G 1q, 455 450 440 9d 460 455 450 445 440 91 - - - 8 T S C L -� Q_S Gti __Ql TAB E_ EEI_ _ i -- 3:5-HT-OF-OBJECT-OF-- -y-----___._. - _-_ - 1 �--- ___._ _ _- - _ � -.-_� ; � __�___- r _ - _ _ -. - - r _ _ _ --_-3.S�KLOF�EYE� - -__ - , _ _ -_._r__s __ -Y ----- �-_� _____..r --- - -------- r-_ _ _ __. _ -- ---- - -- - -- --- -_ u - _. _-_____-_r _ � _--- -- =-- _� -.- - _ -3 5' HT--OF-OBJECT ------- --- EXISTING -GRADE---_ --- -_� _---r- ___--_� `=��------- -� ----- -- --- _..—__ ------ - ---_PR0R0SED__GRADE- __--__ _ — — -- - -- --00 — -- __-_____ --_-_ - ___ __ _-----__-- 75 10+00 11 +00 12+00 13+00 14+00 15+00 15 SIGHT DISTANCE PROFILE VIEW - SD1 460 455 450 445 440 75 28O,SI_GHIMSTARCE._LEET _ - 3 5_--H T_0E__EYE_ - - -- � H-1 2t1'U Sllitl 1-D151 ANt�E KiliH I-- --_ ---- -- -----------,-------------- -- - _-__._-_----- _- - ------ --------___ - --__- r_-_ -_� �---- _ _ -------_--= ,--_-----__----___- 3 , _-------- :S--HT-OF-OBJEC-T---_. _ - - — _ ----- �_ - ----- - --- - -_T _.- - - -- ---- _ -- -- 00 I -- ---------- --- ---- __-- -- ---- - -- - - _ -------- _ _ __--_ -- --- - - - --- - - -_ _ --- - - - -- - - ---- 75 10+00 11 +00 12+00 13+00 14+00 15+00 15 SIGHT DISTANCE PROFILE VIEW - SD2 OPEN Spq CEA ul_ i 0 7r- co fir-, �`'� ..% � - _ _ ..�,,`_ �'�J1 � a ✓-:'`�..� '-J i_ ® ty 41, r, SIGHT 0/5TANC£ RIGHT 280' a- P 1 � �� \ .. /• c Sir -i / �""~* ��~- '�``�t• V.W.BUC SIG r f \• r, DISTANCE EASEtEN DB5542 PG7�6 /"•. 2,86oSF1/OtENy�,: ♦ .r- �r , �" \ \\ D85542 P 1 > � �' ",� ►� .:. __ � V.W.PUBUC SIGHT DISTANCE EASEMEN r • D@554,E0 ` � �� 3� y S D 2 �� -=-=•__ .. _ � r DB5542 P0741- air \ . 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LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. a OF L2 V o CD �o U aN 2 z O � _j 0 G� Q� OE W�- - w o a_ z = 0 pU) 0wo z ° W U Q < L,Q _ �z 2�� z O O> u-O z_ O > N W U)uj N Q � J O �y V o GJ W d. v0d' OJ z ErnU n z 0 F= a u w 0 w a 0 -- —1 - o z I z 2F-cn �-I-� I- z z z z o•• w w w w u 0 o 0 0 0 �: ?� �: r z z z z 7) D D E) 0 0 0 0 U U U V w a N N N Q N N LD .-I 0 N o N N t.0 M lfl n 0 0 0 0 0 e-i NFM d DESIGNED BY: UVN DRAWN BY: ARC •CHECKED BY: JLT OF � I�t' 1 .0 Qr it -., Jimmy L. Taggart uc. 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THE YARD AREAS WILL - /' \\ , - , / , i A AV A v A \ c.9 A v v- v / 'rlj, _ A 1 r\ / V A v - _ 4 -7�' - - -- -- - - i" /' / r.' r � ,' i r / \ ! \ \ w s BE GRADED SEEDED LANDSCAPED AS NECESSARY TO FULLY STABILIZE - /' ! I ; \ %�•v ! / ;� v v `�i� Vvv \ �'� to \ II I Av` 1 i THE SITE TO PREVENT CONCENTRATED FLOW LEAVING THE REAR OF ANY y - - -- / \ \ `% ` \\ , c% \ - ` \ + \ \j� I \ NOTE LOT 1 - 14, 19 - 28: ALL TOWNHOUSE UNIT ROOF DRAINS SHALL TIE-IN TO / r ;/' \\\\ \'1, D \ - \ . t=) I� I RESIDENTIAL LOT WITHIN THE BELVEDERE PHASE 5 DEVELOPMENT. / > , \ ,1 __ _. _ - THE PRIVATE STORM DRAINAGE PIPES WHERE APPLICABLE, ALL FOUNDATION DRAINS / ` ' s / ,r, / A y vv A v vv �w n \ y ;A(�(Z �(�� � iv /v v , /, P \ rQ „���° T \ ! \ \ FROM THE ATTACHED UNITS SHALL TIE INTO THE PRIVATE STORM DRAINAGE PIPES AS / >' / \ \ , 1 , ' \ \�'\ \ \ CP �;� \ ,' /\ ` �\ \\ /=; - P , �t I TH G D P P CH N CONNECTED 0 G IN 0 E ROUT RI RA AN EL \ \ \ V,� ; ���)\„ \ � _ ------------ E ,/ ,' / ", c r , ` \ wHELSWMEPOND FOREBAY.L , , r - \ - > - / a \ \ / i - : mil. \ \ '\ \ \ \ \ 1 t�P, _ K\, \ \ \ \ \ _ / / / l j� , -' \\ \ \ \ r\ \ \\ \ \ -- -- -' r \ \ \ /\ \\ �\ \\ \ ., \\ \ \a\ \ \ \ \ , \ \ \ \ - - - \ \ \ \ \ LC> -- / / j - -_ - \ , ` \ , C \ �, v-. \ / - ® \ ` \ \ \ \ , \ \ \ -ti \ \ \ _ - _ - \ \ tin_ _ , , % , W u2 U o o V) cn rn U �N � r OL J>0 Q 0 , U) ~ O r -1 i J OU QU) Q yy (L per) = W 0 0 dV UQ (DMO J - Q�i Q - (3 Z 0 � =w (3 `� ) U- Z O N hr Il w °N' N Q > U) J O 0 J I- - h ® J 0 F- l� Cc v z cU_) cu'„ >-O,Q 0 a. rn C.� a I j l z I O 1 I I a I , i U V W 1 I I I i ( r I LU I a 1 Z o r 1 O Z I I 5 �I I i I j I 0 i= z zIz z o. w u, w w �� I � ��� �I oO10 O O vlu V V I z z zIz 0 0 0�0 V V V V - - -r .- } -- -- -- O O M I N I j w N o10 o 1 Q N N I l- rI o N O N N i o a o�01 --- --�-- --'� . - - Z r-I I N M ,-I- i 1 1 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT }"'$dLTH Op 0 �� A Jimmy L. 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MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 6. VDOT STANDARD IS-1, INLET SHAPING, IS REQUIRED IN ALL STRUCTURES HAVING A 4' OR GREATER DROP. 7. INLET SHAPING IS REQUIRED AT ALL INTERSECTING MANHOLES: STRUCTURES 3,4,5,6,13,14,15. 1 8. VDOT STANDARD ST-11, SAFETY STEPS, ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH GREATER THAN 4'. . I ARE REQUIRED IN ALL STRUCTURES HAVING A DEPTH OF 12' OR GREATER. VDOT 1 0-YR LD-347 HYDRAULIC GRADE LINE COMPUTATIONS. Sta(ibn Len Qrnq Artw . Rnoff . coeff Area x C Td I Rain (1) TOW , flow Cap, full �Iel Pipe , InVort E10 HGL Eley Grad [Rim E10 . Line 10 - , PIP , E — Line — To — Incr a I lact Total I Inlet � Systm — size — — Dq — Up. Dn Up — Dn. Up Line ,,, � I(s./11711 NAME A (ft) I (ac) ) (c) I � (.min) I . (min) . (16/hr) I I (cfs) I (cfs), I MIS) . (in) . I (aft) (ft) (ft) . 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TQ . 1. 0.21 . 0,69 � , 0.7,9. . 0:17 .. 0.49 .. 5.0 5,2 6-6 . 1. -323. 1. 14,37 .1 4,86 i5 4,U 4ni 1 441.16 .1 43113 441,88 447,85 448,45 8-6 9 . 3P,?OO 6.46 0,48 0 61 I 0.32 0.3 .0 5, 6 2.15 3.85 4,17 1210 .0 44i.26 44fi62 41,88 i2 . 44 . -89 10 I I Z 72-816,0,15 I . 0.54 0.71 - 0,11 QA1 . 5-0 1. 5,2 I 6.6, 2.12 I 1169 . I 3.19 15� 3.83 434�35 I 437A4 435;54 I .1 4.3780- 444,64 446.81 11-3. 11 10 3.6.740 . O..3.9 0,39 0.7.8 030 01.30 1 5.10 5.0 . 6i7 2,04 ,8,44 4�2$ 12 4.7� '437�24 4�9,00 . , 411 7. 8 Q 4��931 . 4,16.81 . � 446.48 . 12-11 1 12 5 : 27,1,71 '0�35 0.35 9.74 0.26� 0:26 .5.0 1 5.0 6.7 1.73, 112;6Q 102 12 M5 435.&4 43�:30 437-61 43a.86 44Z.95 414Z.95 1 -13-6 13 A . I 27.280 ­ 0.24 0.24 . 1 038 0.1 9 � O� A '510 5.0 67 125 '10.39 2"52 12 7.27 43.5,42 437.40 437.33 437.87 1 4,13,32 44132 M-5 14 1 3 " '3' . 2 1 9.3171 6.17 1 OA7 1 0J9. 10.13, 0,13 . `5.0 5,- . 0 6.7 0 - 90 1 151.31 2.12 12 11067' A,34:b1 438 4 435 96 438.44 443.57 443:47 15-4 CL �, tala\ WE 11 -11, 0) * LO — I U 0 CD cQ 14 ^ f5 cl)0 ,,,, * - M d N U Z U) N C) 0 (0 �, � 0 0 V) F- 'co) -<j ' Z)U) -j Z -t� 00 < Co < 0-Lij C:8 CE Z c:1): �: D 0 0 U) (.9 c� 0 �. w 1) < - :�E M ?: ,;I- < - Z 0 0 Cc U) > 4% Z(1) I q LL Z cn 0 Cc c\j > ir 0 �) a_ N< (1) N � w LU N c') LLj 9 (N�:) -j w ,9 5; I­ 0 U)" W t 0 -i 07- r- c; It U) CC Z a: M 1: :E CL 0) n : I i I ; I i j i Z ! I � M, � . I U I I V) I i LU ! ! � t 0 i i i i ! i ! i I I I I ! � i I I i -- I LU i I I ! i I I I I t I I VI 0 i I I i I I I I . I I . 0 1 i I Z I I I I i I I � i I I I I i I ! � I I i i I Z I 0 V) Ln F- f- F- E- i 1 i cn 1 I i 0 D :D i U- U U U I --- a --- -- -- --- ­-T- -- , I N !" " I, �� � C) - 9 1�1 I I � kD i 0) Ln r- __--- ----tF----T ------ -- ­ - ----[..--- I I,- I I I 1 1 j I DRAWN BY: ARC �QHECKED BY: JLT �. ioitll 0,P P41 100A VA 7 / 01 Jimmy L. Taggart Lic. No. .* *6 4' - 0772"1)�2021 ,4' # &OZONAL 11 -11, < 7 - 0 Lr > M - w 0 < _j 1--- Lo T E- < ;I W 0 75 �D (c) W U Z U) q T- I .<0 < r ) � < I LL W 0 1 CL -r 0 6 W 0- Q z cn P4 III- W 0- D --q 1-� U) cr C\j 0 I-- 0 C) _j W (10 [-- pe. < 0a- U I'- < I- �,q Z — LL > 0 r--i I I- -i C/D < W T ED w = F- 0 U) E- �5 M < 2 0 11 \1 I I ---� DATE: 04-17-2020 SCALE: AS SHOWN - JOB: 8438 - SDP: 2020-00036 11 SHEET: 16 OF 24 ... .- - DESIGNED BY: VDOT 1 0-YR LD-229 STORM DRAIN DESIGN COMPUTATIONS UVN 465 SANITARY SEWER LATERAL SCHEDULE BELEVEDERE SANITARY LATERAL SCHEDULE 02M9I2020 MINIMUM I MAXIMUM A to B Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 429.00 7.34% 32 31 10 433.06 438.00 4.94 31 51 10 1 434.53 437.00 1 2.47 I i I I B to C Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. `* Lot# 437.01 0.51% 35 20 55 439.84 447.00 7.16 30 53 10 439.07 437.00 -2.07 36 63 56 440.08 447.00 6.92 37 55 56 440,09 446.00 5.91 38 105 52 440.21 445.00 4.79 29 145 10 439.64 436.00 -3.54 I I I I i I C Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 437.76 28 10 438.30 445.00 6, 70 I I i C to D Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. Lot # 437.76 0.51% 27 32 10 438.30 445.00 6.70 26 53 10 439.82 445.00 5.18 39 58 49 445.50 4.85 25 76 10 439.94 446.00 5.06 40 91 53 445.50 4.59 24 105 10 440.08 445.00 4.92 I I I D Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot# 438.52 23 10 439.06 445.00 5.94 I ! I I ! D to E Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. *" Lot # 438.52 1.93% 22 27 10 440.83 446.00 4.17 41 33 49 445.60 3.74 21 1 51 10 441.29 445.00 3.71 42 60 49 446.50 4.22 20 74 10 441.74 446.00 4.26 43 84 51 446.50 3.72 I i E Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 440.70 19 10 441.24 446.00 4.76 E to F Invert In Percent of Pie Len th From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 440.70 0.53% 18 26 10 442.63 446.00 3.37 17 49 10 442.75 446.00 3.25 F Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor IDiff. Between BF and Lat. Inv. ** Lot# 441.25 16 10 441.79 447.00 5.21 15 24 442.08 447.00 4.92 I I B to G Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 437.01 0.56% 34 47 56 440.02 448.00 7.98 33 63 10 439.15 1 439.00 -0.15 I H to J Invert In Percent of Pie Length From Str Lateral Length Lateral Invert .Basement Floor IDiff. Between BF and Lat. Inv. ** Lot # 438.56 0.51% 1 128 10 441.00 451.00 10.00 2 164 10 441.18 451.00 9.82 3 1 186 1 10 1 441.30 461.00 9.70 4 209 10 441.41 450.00 8.59 5 251 10 441.63 450.00 8.37 I � J Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 440.05 6 10 440.59 449.00 8.41 J to K Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 440.05 0.51% 7 43 10 442.06 449.00 6.94 8 64 10 442.16 449.00 6.84 9 87 10 442.28 449.00 6.72 10 130 10 442.50 448.00 5.50 11 153 10 442.62 448.00 5.38 12 176 10 442.74 447.00 4.26 I I I I I I K Invert In Percent of Pie Length From Str Lateral Length Lateral Invert Basement Floor Diff. Between BF and Lat. Inv. ** Lot # 441.25 13 10 441.79 447.00 5.21 14 10 441.79 447.00 5.21 I i I * * 470 465 460 455 450 445 60-INCH MANHOLE WITH INTERNAL DROP 440 EXISTING GRADE TO BE RESTORED 435 430 NEW PIPE TO ENTER INTO EXISTING MANHOLE ABOVE BENCH WITH IS-1 INLET SHAPING 425 420 415 410 405 400 94 7k' SANITARY SEWER A-G OB \ " / nD OE OF 470 -- - - - T -- --- ----� - -- c� I ---- - -- - - - -' ------ --- co rn..ono �- -- - - -- - - - - - -- - _ - - - _. ---- --o --- j --- -- - --- --- -- 1 - _ -- - - - - ----- - - - - -12L-- - I in- -- - - - - - -- ---- - - -- - a v> - - - - - -- -a - - -- --- - -- - - -- -- - ---- - EXISTIN_G GRADE - - _ -' ------- ----- - ---- - ------ - ------------ - - - - - - I - - ---- - - - I _ - - I sDF�2fi 01 8" _PVC-0 1. - - --- - - --- --- -- 8 P C DIP_® --- -- - - - - 68 86 -/ ---- - �a%-- 91 , I z I -- - - ------ - - - - - T -- - -- - - ---- x -- - rx - ---- --- --- 0 27'T8I�C�6 0- -v - - -- --- o -- - -- _ _ - - - .... - - -� - -- --- 0_ _--- --- 0 i --- - - - - -. _ --- -- - -- Q - - _.� -- -� , - - - - - -- -- - - --- . 1-- -p - - -�-4 -- -- -- -- - --- - -- - - -- -- - - -- Tr) if0 Y - z zz T -- �- �N _ c0 ` - 00 - CA �� - { -- _ -- - ---- - -- - Q > N O -_ -rn� --.V - -- O CA cc -_-------- - -- II z O -- - - - -- > > -- --- - --_ Q --- - -- f- rr _ ---- Z Z Z - z z-z --- o - �I t` - O Z - - � - -- - o--o o-z II _- - N -- �t -- -_ II T - - --- - - - - - - -zz-- __ -- 75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 465 460 455 450 445 440 0 0.52% 435 430 425 420 415 410 405 400 HORZ SCALE 1:50 VERT SCALE 1: 10 SANITARY SEWER B-L B G H J 475 nK 470 465 460 455 450 445 440 435 430 425 420 415 410 9 +75 i _ as T - --- Q-. o 0 T a - _. .� ----- - - EXISTING -GRADE -- - - �_ - ------ - - ----- ---- --- =- PROPOSED -GRADE ---- _ - - -- ------� ---- --- - ----- - -- - -- ----i -- ---------- - - - - - - - - - --- - - - - - - -- - ------- - ---- --- ----- - -- -- - -- - - -- - ---- -- ---- ----- _--- � I- :7-1 =7 - --- -SDR-26-0 0.51%-- -- - T 1.35= 8=II! SDR-26_.�--0.51%- I 1 _ __ • - _ _ - - - ---------- X - - - - - - --- - -.. - - -- - - ---- -- - - -- -- -- --- - ----- -- -- - - -- -- - - - --- -- - - -------------- ------- -- - . - - - - --- -- - -- - -_ - -- - - -- - --------- - --- --- ---- - ^ ^ --- - - - - -- _7 ----- --- -- ---Q -- - - - _ -- - - -- --� - - - --- O --- - --- -- - - - ---- r -- - - --- ---- - --------- - - - --- - - I ----- -- - - -- -0 a_0 -- - r -- - �._� _- --- .- `!- -- -- - -- d -- - - ---- - - -- ;- - - -- - - _ - - - -- - cD ----11- Q L. ao-- - -- W - I I =o-z z-Z -- "- - - -- -- O - - - - ----- O _ N.- - - -- I I -- _ --- - - - --- -- -'- --�--- - - -�--- I I `t ---- -- ------ - - --- -- -- --- - - - - - -- - ---T - - --- - - --- - -- - - - - - -- -- - --- - - - -- - - --- ------ -- - R -- --- -- - -- --.- - - - ---- _ _ --- - -- ----- - - - o -- - -- - - - - ------------ -- - - r �r --O-� -- - - - - - - + - � - Q-- N - + o----- - - _ - -- --- -- - -- --- --- -- - - - --- - -- --- ---- --- - -- --- - -- -- -IL ---- ---Ilj o ? > > -- - -- I - - -- -- ---- -- -- r- -- -- z - - - --- ---- --- - - --- - --- - -- - -- _ - --- > > > - -- --- - --'---- -- -q Z Z -- - -- - - - --- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 * NOTE TO CONTRACTOR: * CONTRACTOR TO PAY SPECIAL ATTENTION TO SANITARY LATERALS FOR LOT 39, 40, 41, 42, AND 43 LOCATED ALONG FOWLER CIRCLE BETWEEN ROAD STATION 13+00 TO 14+50. SEE SHEET 11 FOR ROAD AND WATERMAIN PROFILE. THESE LATERALS CROSS WATERMAIN AND STORM SEWER. * *-NOTE TO CONTRACTOR: * * CONTRACTOR TO INSTALL LATERALS AS SHOWN, NO FLATTER THAN 2.08% POSITIVE GRADE TO SEWER MAIN I.A.W BUILDING CODE. HIGHLIGHTED LATERALS (* *) APPEAR TO REQUIRE SPECIAL PROVISIONS TO PROVIDE BASEMENT SEWERAGE. THIS MAY INCLUDE GRINDER PUMPS. NOTES: 1. MAINTAIN A MINIMUM OF 3' OF COVER OVER SANITARY PIPE. 2. THE CONTRACTOR IS TO VERIFY 95% COMPACTION IN ALL FILL AREAS. 3. MAINTAIN 15MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 4. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER. 475 470 465 460 455 450 445 440 435 430 425 420 415 410 r U a o co W I- cn o Uz CO cNv � O O� J> rA Q w = U) OU Q� Q IL = W 0 0 U) (D 0: ° w U Q LIJ =3 Q Z O O_ > w 0 F+1 u- z_ o> N N W > N Q � Q Lf ) W - O f.: J cn > p � rn O_j 0 (y) �cw c z = (3)= Q arnU a - I I I I I 0 l � I a I I I N w I � � I I i I t I w I ! I i i I Z--r----i--i -- -- O O Z ! I I I I I I I I i I I Z F- Z Z Z Z w 2 2 2 0 0 0 0 0 V V U U Z Z Z Z O OO O I ! - V V V V --- -�-- � N N CN Q j Q N N ( lD d Q N O N N I � I - a o 0 0l rI 0 r+ NIcnI� z o�$sy�rS op � �G► 1 r 7 s Jimmy L. Taggart Ltc. �r �40�"s 07721)2021., g' TONAL z 0 w T Q J W 'Lo W w Z U) M � Q �= vo -d W a" co Q z w W d- � w ��o J W U �-+ zOQ�w -W �cn LL > o m LLJ cc F- E- Z Q O 17 DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 04-17-2020 SCALE: AS SHOWN JOB: 8438 SDP: 2020-00036 SHEET: OF 24 F, IN j-\� 1� �� 1� , I I �_� I 11� ­� I 1� : - -- -_ -_ I � \ � " /r/ I", L�l , 4'Lll� \ 1\ ,� I", , , - " 1, " I \ , " , I, I - � / / / � � \ i\, \ 1� -I-- ,_� ,� , . I Q \ \ , 11 � I- I 11 I - 11 --- ___ _,� , I � 1 ,,� I / I , "I 1 / / , I I - , I I 11 I , // " ,---- _\ 1, , ' I•I � \ � 4 1 '� � � I � � 4 \ �\ \ , \ � , " " �, , 1, 1. 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I , I I --- 1� v .1 I . - - ----) . __;,_11 - __ __ - ,� � j - _� __ I ,I 1 � __ , - ,_ - �?� � I �% � "I \��, I .__ 1) , , ,� h, 1; " I � ­'� "T--:: - , _1 I - - __ I __ - _� - I ­­_ - . I , ��, - . I , ; � 1 ; I i � , I 1�r , - LEGI I --­- ________ I - - __ _>�� -1 11 - 1, , i i I I � " � � I �, " --- --- --- --- __ - - . t \\ \ , I I / ",/ - .1 - I FIRE ROAD _�� I - . , I END NOTE LOT 9ArN TPPnHrH 9r)Aa All TOWNHOUSE AND VILLA UNIT ROOF DRAINS SHALL 50 0 50 100 150 NOTE Miukr"'I V11 t7-vv TIE-IN TO THE PRIVATE STORM DRAINAGE PIPES. WHERE APPLICABLE, ALL FOUNDATION DRAINS FROM THE ATTACHED UNITS SHALL TIE INTO THE PRIVATE STORM DRAINAGE SCALE: 1"=50' STEEP SLOPES (MANAGED) PIPES AS WELL. (FROM APPROVED PHASE IIB PLAN WPO2016-71 AMENDMENT #2) I STEEP SLOPES (PRESERVED) � . I HP STORM TRENCH INSTALLATION DETAIL I I I , - I MO. C.OIvER r�o ­ . I 4 TO O. V - ACID PAVEMENT, i .. I- P, FLEXIBLE PAVEAIDIT4 if , , 11pM\1 �RIA,ICMKFIN., "-- FINAL .f IIZ . , LC I- I ­­ _�,�_�,­ '. , I- SPRINGLINe ------ W­ , I . - - ' . _,- __ , . �_ �,; , - _ ,'-I-'- -'INIIIAL .c.- '-__ . � I- BACkNILCHL i ,�--,_ HAUNCH - �,� --- _. � ­ � ,;;4 I . , ,,;, - � � .0.,�, r`­i...� - ­w, " ���",� . I I I %,, :`w- 3EDDINO . 41" FOR Ir-241 Ope L _j 6' FOR 30*--60� PIPE ��MINTRLOCH VaDTH - SUITABLE ` (SEE TAR) qDA_0dN NOTES: I . _j..:ALL PIOF.4YS-�S,�RA(LBE INSfALLED 1N,AQ0ORbAACE WITH ASTM D2326," ` I . � L - 11 .. . . STANDARD PRACTICE FOR UNDERGROUND INVALWIONDr, rHERMoPLAsTl(;.PIPE FOR,SEWERS AND OTHER. FLOW APPLICAn6Nv, LATEST ADDI IJON, I - - . WITH THE:EXQ'EPT19N THAT THE INITIAL 0 1 ACKFILL MAY .EXTEND TO Tiff: CROWN OF THE, PIPE. $QILQLASSIFICATIONS ARE PER THE LATEST VERSION. OF ASTM 6232 1,. dLASS.IVB MATERIALS D IN PREVIOUS VERSIONS OF A�TM WX2j ME N&APPROPRIArE BAcKFILL MATERIALS. , - (MH. CH) AS DEFIN5, , PREVIOUS � .. - . I I I 11 . .2. MEASURES SHOULD BE rAkEN 1 0 PREVENT MI I QRA(ION-OF N4 . IIV I EFI I N43 IN ro EKCKF - ILL MArERIAL, WHEN HENREQU REQUIRED. . I . I . I . 1. ,� . . 1 -3.- FOUNDA-IrION: WHERE -THE ElarTOM IS UhSTABL - EXCAVATE r.QAUEPrH.REQUIRED .q.1HE.CONrRAcrqRSHAL� . - . . . . Ely THE ENGINEER AND REPLACE SU(TABLP MATERIALA� �PIECIFIEO BY THE E . NOINEER.A.SANALTERN I ATIVE AND . . � . ,krTHE DISCRETION 1 . OF THE DESIGN ENGINEER , , priE TRENCH QOTrOM MAY 615 ST`48il_]ZED USING 4 r,EbTEATILE,MATEIRIAL. I . I . 4..'BE66INd' §01�A5L�Nthf�r'J'AL-SHALLBiiaASS-1.11 iii,gRiv.'rHE6.6�Tf;!I\bi.b,kSWLP[30%iI . DE QOCUMENTATIQNrFOk MAJE R IAL SPECIF ICAJ ION'To ENGINE tli. COMPA04614 41­�ALLB E SPaCIF 1120, BY TH E ENCI N PIER IN ACCQ8OAh1dF yd 41 R. TA-9 LE'j FOR THE 4PLI GABLiE FILL; HEIGHTS LI$T_Eb. UNLESS OTHERWISE NOTE[) BYTFiE ENGINEER, MINIMUNISEDIANG THICKNESS SHIALL,615 4" (too ... rn') Fdk ' �, DI i , , 111)�OR30�-06(7561 , , , , IIr-24"(3Wtw400fwn O , iEJVRFIPE;6'(t6Qiji mr,t6a0viln) . � I . I I DIAMETER PIPE, THE MIODLI; 1"'r0"'EATH THE.P'PE INVERT SHALL BE , LOOSELY, PLACED. PLEASE NOTE. C , LASSIV , IM4Ts ' RIAL ilAs LIMITED APPLIcATia N AND CAN. BE DIFFICULT TO PLACE ANO campAPT; USEONLY Vffti THEAPPRoVAL OF .A SOIL ExPERr. 5.ANIrIAL8AcKFILL- MATERIALSUITABLE . SHALL BE: CLAS8.1, 11, III, ORIVI I N rHE PIPE zoNE EXiEwING roTHE. criolpjN OF THE ' , I I PIPE, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER, MA . TERIAl. SHALL I ' . . I I . . I BE INSTALLED, AS REQUIRED IN ASTM D232 I 1, LATEST EDITION., COMPACTION SHALLBE SPECIFIED BY THE ENGINEER , L , , . . 1. I E N ACCORDANCE YdTH TABLE 3 FOR THE APPLICABLE. FILL HEIGHTS LISTED. PLEASE wTE, cLA�s w MATERIAL HAS LIMITED . . : . A?P(IC,ATIqNMD0AN BEDiFFIC,,ULTTOPLAC;EI%NDCOhAPACTI USE bN�YYIITHTHE,APPROVAL ' , OF A SOIL EXPERT. I . . I , M COVER, IN Nba-tkA - ,6.. MINIMUM COVER: MINIMUM C v I , FIFIQ APPLICATIONS (GRASS OR LANDSCAPE; AREAS) IS Ii (30cfflm� FROM - I I L . � I I . APPLICATIONS i I I . L THE TOP OF PIPE to GROUND SURFACE. L LADDI NONAL (;OVER MAY BE REQUIRED TO PREVItN"r irw IrAwN. FORT.RArric I APPLICATIONS; CLASS 1 OR 11. MATERIAL . 'COfgjPA . COMPACTED - TO 90% SPDAND =83 111,COMPACTED TO 05'/o SPD )S REQUIRED: VdRJRAFF ICAP PLI.CATI'ON'S, MINI MUMCOVER, H. IS12',(300jnm) UP TO 48'(f2oftm) DIAMETER PIPE AND,24' (6001run) OF � .1 .� - - , I 1. . - 11 (IINQmin) DIAPiiarER PIPE, MEASUR.E0. FROM OF PIPE ,ro BOTrQM.OF FLEXIBLE PAVEimEN r :COVER 0 80 . � . O�T�pjrOP�DF RIGID PAVEMENT. 7. F,bR'AD'DI'TI,ON.ALINFORNW[O'N.r;EE'TE'C,H*N[CAL�lOT,E2.,Dt. . . , I I . I I � � , , , I F 'IA - TABLE 1, RECOMMENDED M I INDA LIM TRENCH VVID-R(S I PIPE DIAM.1 MIN' 'TRENCH . WIDTH 12, 3w (3001urn) I (762rw } I . (3,/)j-,111) 1 (,)1i314it I',Ijj Ur w (45011411) I , (991111110 , 24" 46- (600inm) 021onlin) 30" .56, (7 5041 Ln) (f4226M) '16. 4' (9000m) I 16266mm) 72* (1642" 501nrii) (18*29fam) --Ta-" 8(r Ll 2 q qgj u ii)' (2032nun) , 60 96, N (2-113R-Iul�) TABLE 2.M[NiMUMIC.bMM.EN,DEb06 I E R EASED ON VEHICLE LOADINOcoNomoNs I SURFACE LIVE LOADING CONQIF104 PIPE D"t, . H-0 I _ IHEAVY PO�SIRUqrlON . (75TA - XLE LOAD) * - W-46' 4W, (300an - 1200160 661411-io 02"19iiwii) - 60. 2 " _69. IT '� ';'� (610(nin 'OF (1524mm) . 1140 EX'c5SS . 75T MAY REQUIR) E ADDITIONAL COVER TABLE 3. MAXIMUM COVER FOR . ADS HP'S I TORM PIPE. ft CLA$S I . CLASS it, 1. - CLASS III I CLASS IV' PIPE [)I-%. COMPACTED 95%%_ _��F a -5y. 9 5 %. FS-07% - 95% 12" 41. 20 21 W 20 10 116 (3001i)lfl) (115m) (Min) (0.4m) (4.9 n) , (6.1111) 0.911)) (4.9m) 16, 42, 29 - 121 I 21 , 16 - to, (375mM) (I 2.8m) . (8.8m) (6-4m) (4,9 ) I (64m) Kom) , (4.9m) to!. . 14 - 11 ,. 2.2 . (460111inj ( . I 3Am` ) r ( , 9.11�) (.. 6.4m) , (4.9rp') (0n1) (6.2m) (06i 211* 37 -,72r 18 14 1p � 14 14 (600imnj (111.36) (7.9r�) (651i) (4 .1n) (5-8m) K�i'n) KIN 30, 39 27 to 14 Is 15 14., (750mch) (I 11'.9m) (0.2m) (5.8m) (4.3m) (5.8m) (4.6m) (4,3 . fn) 36, 26 20 14 W 111 (9001111n) ,(8.511)) (6.11in) (4.1n) .10 (3.0m) (4.3n)) (14m) 110 (3.0m) 42' 301 21 W 10 15 11 10 (Mamp) 1 .(9. 1 rn) � (UAm) �4.3m) (3.01n) (4�5m) (I.-Imi 7 (3.6m) 1 40.* . 29 , 20 * 14 ... 9 14 ' � I 10 I I (Ii�(htwl) (8.0111) (6,fin) - (4.3m) (2.7m) (4.3m) I310 .011d ao'o 1 aw 29 120 114 9 14 10 I (1509inrn) , jMnij I(6.fIi1)j(4:3m)I( 71j))1(4.010) (Iqm) I LL HEIGHT TABLE GENERATED USING AASFiTO.SEGTION 12, LOAD. ESISTNCEFAI CrO1,0151IN LRFC,)PQUREI HOLb(R0"LOWING I SSUMPTIONS. , - Q HYDROs rAfic. PRESSURE NIT WEIGHT bF'8'OIL (p) =' 120 PC - REV. Nwlmtjm COVER PIElujis. I R%w 1 01111117 1`_[77777, -7 -,,,,1�,�,,.�,�.�!",,, 11 PI TP - . . I I * EHEREtNARE.GENERAL SPSIQRTQ .. . ,EN�H INSTMUTION 1EXCEEDSTHE DETAIL,L tap STORM) I .1 . , ACCEPTAULEFOR T113 -_ - I DRAWINQI`JVMVER. STI)w1010. � - 1G40jFiUEMAPIQLV,D EFEB. HILLIAR , U. %104"26 I 1. WO";.4 I444WA 31AjAW$. 04� I its - I u1 455 450 MR M11110 435 430 425 420 415 405 400 395 94 US ral -________ , _._______�__ ----------.------ _____ ----------- _._________________ _____ I ____________ -------------- ----- - ------- __ - ____ --- -,--- ! .. ------ _________ --- .- --------- __ --..-----.----------.---------------------------------,------.-,--.------,----�-------------- ______ - ----------,---------- ______ __________�______ ____________ . _______________.__. 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I -----------------------------------,---- _______ ______________--- ___ _ I ____----____._____ T HORIZONTASCALE1- --- -VERT1c LEI1=�---3-0-'----- 11a ---------____________--. 175 10+00 11+00 12-, ( OUTLET PROTECTION. )SPECIFICATIONS VDOT EW-1 HEADWALL 15" HP PIPE--,- Q1 = 0.772 cfs Q2 = 1.708 cfs Q10 = 5.308 cfs 455 450 445 440 435 - 48' RISER CREST ELEVATION AT 432.00 430 425 420 - BASIN BOTTOM & STABILIZED FINISHED GRADE = 426.00. 415 RISER TO HAVE 12" LOW FLOW ORIFICE AT ELEVATION 426.1 WHICH SATISFIES THE ENERGY 410 BALANCE REQUIREMENTS. TRASH RACK TO BE INSTALLED OVER ORIFICE 405 400 395 00 OUTLET PROTECTION IS SIZE IN ACCORDANCE WITH PLATE 3.18-3 OF THE VIRGINIA EROSION CONTROL MANUAL. 3Do = 15" * 3 = 3.75' La = 8.5' MIN W = Do + La = 1.25 + 8.5 = 9.75' *DESIGN ENGINEER A I RECOMMENDS FULL CHANNEL WIDTH M I N 8.5' CL I RIPRAP 1 4 11 � -- � � \ 11�",> , �,� T I "�� ) " ��_ I , 'I:--- -_ - , I� ,�,, , , I _�, I i �,,,, � ." 1iI'- � . 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No. N �Z_00,.o, I * ,,,�772"1)�20211 ,6i�� � 610NA1, %'_�� < z 0 M > < - w J LO 0 cr < 2 z Z w cl) QD - w 0 r_� co � < T _j < pq r:� 0_ r _j W U= LL 0 E-1 w 0- cr < � z _ �- Wa- ::) 0 U) T c\j 0 U _j < W (D 0- b = _<4 0 0 Z W < :�E y �_ (1) w LL > - 0 P4 I. < !`� pc-1 W Fr ca LW_ I- (D < 2 0 Cc r DATE: ­� 04-17-2020 SCALE: _ AS SHOWN JOB: 8438 SDP: 2020-00036 SHEET: 18 OF24 APPROXIMATE CONNECTION POINT TO PRIMITIVE TRAIL WITHIN LINEAR PARK J ALONG PROPERTY LINE WITH BELVDERE PHASE 3 BLOCK 10. BELVEDERE LAND HOLDINGS LLC TMP 52A3- I VACANT ZONING: NMD 90.78 ACRES PRIMITIVE TRAILS STANDARDS PRIMITIVE TRAILS ARE TO BE CONSTRUCTED TO THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL CLASS B-TYPE 1, PRIMITIVE NATURE TRAILS STANDARDS. SURFACE: EARTH MIN, WIDTH: ENOUGH TO MARK LOCATION DESIGN ALIGNMENT: 20% MAXIMUM GRADE (THIS IS A MINIMUM IMPACT NATURE TRAIL) 1. OTHER DESIGN CONSIDERATIONS: TRAIL BREAKS TO PREVENT EROSION, WITH FOOT BRIDGES OVER MAJOR OBSTACLES.. VDOT NOTES: 1. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS S 57 3j 35 GV 783 04, ELEC POLE T.B.R. LEGEND STEEP SLOPES (PRESERVED) SCARLET OAK SHADEMASTER THORNLESS HONEYLOCUST GREENSPIRE LITTLELEAF LINDEN 0 VILLAGE GREEN ZELKOVA SEE SHEET 21 FOR ADDITIONAL NOTES & DETAILS S 57 `37, !y 277.�n �16 a 6 APPROX. LOCATION PRIMITIVE TRAIL I TC H LI N E------------- SHEET 19 I 30 0 30 60 90 SCALE: 1"=30' iC 0 "jo r ON Q 3 ¢w �� S O o �R3 Z O 0> U) �5 a� N Q > F� o G a 0 e goo QQ0 a Q'U 0 F u 0 a 0 O z E Ezi'iz z z ii 0 0 0 0 0 zz z z z z z O OU U U 0 0 u q Zy'n n v DESIGNED BY: UVN DRAWN BY: 11ARC CHECKED BY: JLT op oA�ytn T � >+O Jimmy L Taggo t U. N. 07 21)2021 Q Z 0 cl Q J L0 Q � W f� w Z //W//�� J �3 Q, J " in a=o0 ►u W a z z F_W a5 (f) fr N o .J W Cfl a. Q Q 0- LL > > O a C.) W a m N 0 cl DATE: 0417-2020 SCALE: 1'=30' JOB: 8436 SDP: 1 2020-00036 SHEET: 20 OF 24 I U `; __ `\,\ `\\ \ APPROXIMATE CONNECTION POINT TO PRIMITIVE TRAIL WITHIN LINEAR PARK J ALONG PROPERTY LINE WITH BELVDERE PHASE 3 BLOCK 10. \ f \ \ \ \{ \ n \ \ \.-� \ PRIMITIVE TRAILS STANDARDS PRIMITIVE TRAILS ARE TO BE CONSTRUCTED TO THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL CLASS B-TYPE 1, PRIMITIVE NATURE TRAILS STANDARDS. SURFACE: EARTH MIN. WIDTH: ENOUGH TO MARK LOCATION DESIGN ALIGNMENT: 20% MAXIMUM GRADE (THIS IS A MINIMUM IMPACT NATURE TRAIL) ''� \_' \ \\ \ 1 `\\ \ \ \ ''\\ \ 1 i I 1. 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LOCATION \ / / / , / I / /' /' / '. . � PRIMITIVE TRAIL ! / / / / / \ / / I1 I I I // / / 'f/ /// ' / / / // /' / % /' / /V� / �� I �J I I 1 1 / // / /' ,' /' ✓ �' I, /// // / /' I / // / / // / / I I I I 1 / / / / , / 'f s / / I / /' i I/ L W � - ®; n M, w r I = r = » = = a - a Iv fs - ® >v a ® ® >• - M /- s ® ® a It o t -'■� o ® - a s -- Iv' s o ME ,= M t/ = = = / /' /' ' / / //. raj /, /, . TC H �I � E� 1 ► S II E E T 1 / / // /' ,/ ' /. / / / ./ / ! <t- I I / ; I/ / / // I/' // ,' , / ,'' . / .' / I / / /' / h �' / 1 1 1 •1 •1 a 0 0 0� �� 4It6"jz\ n M r V 4 M fn o U _N Z �N 2 ® O t �> ° V) 1 0 Q W = Q.- V__j D OU Qv y aZ =W 0 `„o O� zWo 0 w UQ �LoQ I QZ 2�U Z0 O o> w o O> N W N N Q � ui o U) J N H J O p U rn o LLJ d- d J O c� 9 �U)CE Z 0) V a_ -i -- z 0 i_ a = V to LU 0 1 0 I Z 0 H f- I-- f- F- Z Z Z Z a- W w W W Q 0 0 O 0 Z Z Z Z 0 � 0 � 00 O 00 0 -- o o ,-i - - - � �N � N N N N aD r-1 Q N Q N N O O O O z��m�I I 0�$►y'tH of �,�G► r �� �� Jimmy L. Taggart Uc. No. V6 ;p /. 07 21�2021 ti$� 4 g$tOIiAL z If �( W a Lo Q EE--+ W�W Ia z�� Q T Q - J � W o w a. n Ir � o F- W 0- � Z cn L'r cv ° N IW (D[ a z®aCEZ W � v_, Pz LL > x p U J F- Q =/ W WQ m W U) Q 2 0 lY DESIGNED BY: UVN DRAWN BY: ARC 'CHECKED BY: JLT DATE: 04-17-2020 SCALE: 1 "=30' JOB: 8438 SDP: 2020-00036 SHEET: OF 24 , DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING i i -�I IVIIIV. J %orwrir WHERE DRIPLINE IS LESS THAN 5' 04 CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 rTF' TREE PROTECTION NO SCALE REINFORCED RUBBEF HOSE, ARBOR TAPE, NYLON WEBBING DECIDUOUS TREE P Plate 3.38-1 'RUNE DEAD OR DAMAGED 3RANCHES. DO NOT PRUNE :ENTRAL LEADER. ?EINFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WEBBING 2X2 HARDWOOD STAKE PLACE TOP OF ROOT BALL SLIGHTLY ABOVE GRADE. SHREDDED HARDWOOD MULCH (MIN. 4" DEPTH (DO NOT MULCH AGAINST TRUNK OF TREE) EARTH BERM AROUND BED REMOVE STRINGS, WIRE, BURLAP FROM TOP 1 /3 OF BALL ON UNDISTURBED SOIL TING DETAIL GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 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 NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "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 CONTRACTOR'S EXPENSE. 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 10. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. VDOT NOTES: 1. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS STREET TREE REQUIREMENTS ® 1 TREE / 50 LINEAR FEET FRONTAGE FOWLER STREET 703.7 LINEAR FEET OF FRONTAGE / 50 = 14.0 * 2 = FOWLER CIRCLE 537 LINEAR FEET OF FRONTAGE / 50 = 10.7 * 2 = 28 TREE REQUIRED **30 TREES PROVIDED 22 TREE REQUIRED **20 TREES PROVIDED ** DUE TO LIMITED SPACE FOR HEALTHY TREE GROWTH, TWO TREES FROM FOWLER CIRCLE HAVE BEEN RELOCATED TO FOWLER STREET TREE CANOPY REQUIREMENTS 20% TREE CANOPY REQUIRED TOTAL PHASE 1 AREA = 8.58 AC (373,822 SF) OPEN SPACE = 3.92 AC (170,755 SF) (incl. TOT LOT) NET SITE AREA = 4.66 AC (202,990 SF) TREE CANOPY REQUIRED = 40,598 SF (20%) TREE SAVE AREA = 57,714 (46,171 * 1.25) PROPOSED TREE CANOPY = 18,896 (9%) TOTAL TREE CANOPY PROVIDED = 76,661 (38%) PLANT SCHEDULE KEY QNTY. BOTANICAL NAME COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE AREA (SF) I TOTAL (SF) Canopy Tree GT 16 Gleditsia triacanthos inermis "Shademaster" SHADEMASTER THORNLESS HONEYLOCUST 1.5" Cal. B&B 424 6784 QC 10 Quercus coccinea SCARLET OAK 1.5" Cal. B&B 370 3700 TC 12 Tilia cordata "Greenspire" GREENSPIRE LITTLELEAF LINDEN 1.5" Cal. B&B 249 2988 ZS 12 Zelkova serrata 'Village Green' VILLAGE GREEN ZELKOVA 1.5" Cal. B&B 1 452 5424 TOTAL 18,896 County otAWettiarle Conservation Plan Chceldist -'I'o be placed art Loudscape Plans (Haudbook, pp 111-284-111-297 for complete specifications) i. Write foltoN0119 items shall be sltoiva on the plow Ud 'frees.to be saved; FA Litulis orclearing (outside dripline of trees to be saved); Lvcalioa and type; of protective fencing, Grade changes requiring -iret; wells or walls; Proposed trenching or tunneling beyond ilia; limits. of Wearing. 2. Nlait, kut 4s: �---� r' i clearly isib e.equipment ierators. a,� t11► trees to 6e s:ayeti slattll be marked with print or ribbon at a he ghl v y v .l Iv vt. U1 No grading shall begin until the tree narking has been inspccWd and approved by a County Inspector. 3. Pee-Constructioi► Conference: 'frae preservutiun and protection nicasuees'shall be re.vietved with the contractor on site. d. Et ui tment 0 neration and Storage: ilcavy.i;qulpuacnl, vehicular traffic and storage of construction niatcrials lticludiii 1 soil shall not be permitted Nvtthin the driplines oftrees to be saved. a. Soil Erosion and Stor mtvaiter Detention Devicese Such ilevieesshalt riot ruiversely uftt.ct tret;s to be.at►vtril. 6. Fires: C hires are notpermittcd within 100 feet of the dripline of trees to be saved. 7. Tosie Nlaterialsi Toxic inaterials;shall not be stored within 100 l'ect of (lie dripline oftrees to be -saved. 8. Protective Fencing: 1 1 reex to be:retainec& ivitliln IO feetof a proposed.building qr orud ng activity shall be protected by fencing: Fencitag sftall. be iu place and shall be i nstiected and approved by a Cwi►ty ltispeetpr prior to grading of construction. 9. free Wells: When the ground level must bQ raised withi1it the'dripliIto of at eec (6 be..sa►nd, a tree well .shall be provided and tt construction detail submitted for approval. to. Tree walls. U_`V_Iien the ground lovul must be loNvemd within the dripline it tree to be's.aved, z tree tivull shall be provided; and a construedoa detail submitted for approval. il, '1't'encltin« nnd'['uotrclin When trenching is reclu'ired within tire. limits of cleuring, it. sliall be done. as far a►vay irizm the.trunk,s of trees as possible. Tunneling under u large tree shall be considered as an.altenrative when it is anticipated that necessary trenching will destroy Nc&r roots: 12. Comte-an-trP: t ProtectIve fencing shall be (lie, last items removed during the tinatl eleunup: 13, batna end`-l'.r-ces lv1 Duniaged trees shall be treated immediately by pruning; .teatilization or other metitvds recoumueaded by a tree specialist. NO'1'9; Pr iSTl[E DEVELOPER'S ItESPO:NSIBIL1'1'Y'l'O CONFC-J NVI'1.'11'rllE C6N'r1GtCT0R ON'ra ;E CONSEItVivrION 1 1 eL, V 01 /31 /2020 (DAT COIN'rltACT PU1tCt1ASElt SIGNXrU1tE (DA'm) 5/1/06 ?age l of I C an U o CD V) COo U - z �N � OL J>0 0 ��r^ 1 - 0) Q Lei v1 T co J ❑ �+ 00 Q co Q W ❑ 0U) cDrro 0 w OQ �Lo< J Z CO U S Q � z v > x LL Z o� N t1 CD W N Q cn u.i o C LIJ J J O ❑ v' OW -,VtS Our z Q o T -r Q )7) U tL i I i I i I ! z ! O U ! o l I I I l i i i l W I I zo O� z i l ! I I i I z V) V)n 1 t- t- �- t- i- z z z z a W W W W L 2 2 75; 2I W 0 0 OU OO H U O z zl 5I::D ::) ::)I - ojo 01 V V U U U V O O N W N N CN N (] N O N N Q m Q�o o zlll!!I 1 Jimmy L. Taggart Uc. . �e �a- 07721)2021 j&$1011ALb Q Z_ C9 Ir Q J a ❑ � E- zWc�mQ �.%) �QJQ� CL 0 ° W Q' Q z 0 I_ W 0- � o j Q W � � Z ❑ Q a W 2 LL > ° J F- Q Q W W m U) 0 O 21 DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY. JLT DATE: 04-17-2020 SCALE: NA JOB: 8438 SDP: 2020-00036 SHEET: OF 24 Buffer Space 4V= 5 ft. 3 ft fitl/I. 6 ft min. w/trees 13 ft min,. Plant line I I In. min. next to roll top Curb � 4 In min, else'Nrere 1 xavuk7:Y1 if the utlllty space Is paved,4'orrstruction 51.0bo on mUaXcivd suti(Vade and H.-O thickiltss a� .. _ n l ! part t, minln, m sraU match that ar tt.Y� sidewalk, r.;rr.,!-r, rce area will net � co s de ed pa ar M � wldth roqulred for 71dwaiik. if trees are planted In pined 6adestrlan areas.d ey shall be planted In trw wells that Include a pYanting vrole, wovad by tho Dlstrld Adminlstrator's Deslyrio. f oytrrar.the wldih of sidewalk passing the tree well shall to at twat 4 f 6din width FIGURE 6-DETAIL BACK OF CURBS MATERIALS 70 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 CONNSS TRUCTION. TOP OF GROUND SLOPE - COMPACTION PER COUNTY SPECIFICATION (REMAINING BACKFILL SHALL NOT CONTAIN 36" MIN. ROCK, •CLOD, OR DEBRIS MATERIAL LARGER `THAN -5 1N •ANY.'DIMENSION. 24" MIN. MIN. INITIAL'8ACKFILL4 ' (6"-LIFTS) T 0 ()l1GFI Y• � O PLATED BY HAND H R L C M OR APPROVEO.MECHANICAL•TAMPER. EMBEDMENT DIAMETER OF PIPE SPRItyG.'LINE.OF.'.PJP.E �- - - .H.....IING .... • • . ' . . BEDDING; . .MAX, NO. 68 STONE .v � -' MIN. FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE. 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-lFOR APPLICABILITY OF SAFETY .SLABS. STANDARD MH-1 NOTE FRAME & COVER THE TOP OF MASONRY IS TO8E LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. 7-0�1CF0 p �w g" FLAT SLAB TOP AS DETAILE /> ON STANDARD T MH 2 MAY SUBSTITUTED FOR TAPERED o \a SECTION WHEN APPROVED 6 THE ENGINEER. a ST'D, ST-1 - I 4'-0" f J r BEVEL 45- 0 OJ , �. `- J r���- ou -0 Moo _- 'n - N CONCRETE 0 4„ FOOTING > • x A L THICKNESS) I °!.DIAMETER- •4'o8"°,(2 W L SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK SHEET 1 OF 5 REV. 7/01 10,1 01 R I T-DI-1 STANDARD DI-1 FRAME TOP & GRATE 44 BARS @ 4" C-CI-- \ a DIAGONAL BAR sTYPICAL - ��[IO�����UI L CORNERS ENNUI AL pp i--- 4'-10" DIAMETER DI-1, 1A PC ALTERNATE TOP T I -_I ! 1 I - - - ---l- I -I X I I mmumm I 4'-to" 11omman I I I I 2-Fri 7 4'-10" i RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR. METAL 12" 2'-6" 2, 5" 15" 2'-94 2'-8" 18" 3' 0 2" 21" 3'-3 4' 3'-2' 24" D.•� �1800 B" DOWELS 12 # 5 BARS LEIS I GROUT 12 4 5 (WITHOUT GRATE) (63 LBS.) NOTES 1- SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2- CONCRETE TO BE 4000 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, to 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 03.03 302 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE MOUNT 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 0.785 2_347 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 1 0.45 - 0.582 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 THICKNESSES 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 THE STRUCTURE. MANHOLE FOR 12'' - 48'' PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. 0I-3A, 38, 3C EXPANSION KEYED L GALVANIZED PLATE FOR r 2.r-r CAL LA E Q TYPE A TO- ENT 0 ' AN ANGLE F.68.30` TO AN IR N A Y E B N 0 �L 0 T ., E CONNECTORS AND IS TO BE ANCHORED WITH 11/2' X 4" STUD SHEAR NOSE DETAILS, WELDED TO BENT PLATE AT 2'C•C; 2„ APPR.PAVEMENT 01-3A DI-30 L 0I-3C L WARPED PAVEMENT FLOW x z I x I FLOW 1i REV- '1 0 I FLOW p.0„ DETAIL WHENUSED FOR USE ON IGRADEs ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL `VDDT SCIFICA REFERENCE RQAD_ArID BR;OQ.E STANDARDS STANDARD CURB DROP INLET RE SHEET 1 OF 2 IStON DATE 12" - 30" 'PIPE:. MAXIMUM DEPTH (H) • 8' 233 104.09 08/to VIRGINIA DEPARTMENT OF TRANSPORTATION 302 u \L SLOPE TO DRAN TO INVERT OF OUTLET PIPE ECTION A -A )F TREATMENT IN DROP INLETS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. °. SLOPE TO DRAIN 1vrFvmFp/ TO INVERT OF CUTLET PIPE NOTES: e SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWINIG IS TO APPLY TO THOSE STRUCTURES SPECIFIED 1 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- ° °a THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A p PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 ORj B CLASS C1,EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE UP TO 4" INI DIAMETER AND CONSIST OF STONE, BROKEN BRICK, J(r I v BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ; ( �.:' SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. \/ ° a DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE f . n� PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - F INDIVIDUALLY T FIT TH PARTICULAR INLET AND CUTLET 0 BEST E CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.05 _- 'n - N CONCRETE 0 4„ FOOTING > • x A L THICKNESS) I °!.DIAMETER- •4'o8"°,(2 W L SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK SHEET 1 OF 5 REV. 7/01 10,1 01 R I T-DI-1 STANDARD DI-1 FRAME TOP & GRATE 44 BARS @ 4" C-CI-- \ a DIAGONAL BAR sTYPICAL - ��[IO�����UI L CORNERS ENNUI AL pp i--- 4'-10" DIAMETER DI-1, 1A PC ALTERNATE TOP T I -_I ! 1 I - - - ---l- I -I X I I mmumm I 4'-to" 11omman I I I I 2-Fri 7 4'-10" i RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR. METAL 12" 2'-6" 2, 5" 15" 2'-94 2'-8" 18" 3' 0 2" 21" 3'-3 4' 3'-2' 24" D.•� �1800 B" DOWELS 12 # 5 BARS LEIS I GROUT 12 4 5 (WITHOUT GRATE) (63 LBS.) NOTES 1- SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2- CONCRETE TO BE 4000 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, to 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 03.03 302 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE MOUNT 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 0.785 2_347 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 1 0.45 - 0.582 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 THICKNESSES 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 THE STRUCTURE. MANHOLE FOR 12'' - 48'' PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. 0I-3A, 38, 3C EXPANSION KEYED L GALVANIZED PLATE FOR r 2.r-r CAL LA E Q TYPE A TO- ENT 0 ' AN ANGLE F.68.30` TO AN IR N A Y E B N 0 �L 0 T ., E CONNECTORS AND IS TO BE ANCHORED WITH 11/2' X 4" STUD SHEAR NOSE DETAILS, WELDED TO BENT PLATE AT 2'C•C; 2„ APPR.PAVEMENT 01-3A DI-30 L 0I-3C L WARPED PAVEMENT FLOW x z I x I FLOW 1i REV- '1 0 I FLOW p.0„ DETAIL WHENUSED FOR USE ON IGRADEs ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL `VDDT SCIFICA REFERENCE RQAD_ArID BR;OQ.E STANDARDS STANDARD CURB DROP INLET RE SHEET 1 OF 2 IStON DATE 12" - 30" 'PIPE:. MAXIMUM DEPTH (H) • 8' 233 104.09 08/to VIRGINIA DEPARTMENT OF TRANSPORTATION 302 u \L SLOPE TO DRAN TO INVERT OF OUTLET PIPE ECTION A -A )F TREATMENT IN DROP INLETS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. °. SLOPE TO DRAIN 1vrFvmFp/ TO INVERT OF CUTLET PIPE NOTES: e SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWINIG IS TO APPLY TO THOSE STRUCTURES SPECIFIED 1 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- ° °a THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A p PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 ORj B CLASS C1,EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE UP TO 4" INI DIAMETER AND CONSIST OF STONE, BROKEN BRICK, J(r I v BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ; ( �.:' SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. \/ ° a DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE f . n� PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - F INDIVIDUALLY T FIT TH PARTICULAR INLET AND CUTLET 0 BEST E CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.05 D.•� �1800 B" DOWELS 12 # 5 BARS LEIS I GROUT 12 4 5 (WITHOUT GRATE) (63 LBS.) NOTES 1- SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2- CONCRETE TO BE 4000 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, to 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 03.03 302 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE MOUNT 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 0.785 2_347 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 1 0.45 - 0.582 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 THICKNESSES 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 THE STRUCTURE. MANHOLE FOR 12'' - 48'' PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. 0I-3A, 38, 3C EXPANSION KEYED L GALVANIZED PLATE FOR r 2.r-r CAL LA E Q TYPE A TO- ENT 0 ' AN ANGLE F.68.30` TO AN IR N A Y E B N 0 �L 0 T ., E CONNECTORS AND IS TO BE ANCHORED WITH 11/2' X 4" STUD SHEAR NOSE DETAILS, WELDED TO BENT PLATE AT 2'C•C; 2„ APPR.PAVEMENT 01-3A DI-30 L 0I-3C L WARPED PAVEMENT FLOW x z I x I FLOW 1i REV- '1 0 I FLOW p.0„ DETAIL WHENUSED FOR USE ON IGRADEs ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL `VDDT SCIFICA REFERENCE RQAD_ArID BR;OQ.E STANDARDS STANDARD CURB DROP INLET RE SHEET 1 OF 2 IStON DATE 12" - 30" 'PIPE:. MAXIMUM DEPTH (H) • 8' 233 104.09 08/to VIRGINIA DEPARTMENT OF TRANSPORTATION 302 u \L SLOPE TO DRAN TO INVERT OF OUTLET PIPE ECTION A -A )F TREATMENT IN DROP INLETS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. °. SLOPE TO DRAIN 1vrFvmFp/ TO INVERT OF CUTLET PIPE NOTES: e SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWINIG IS TO APPLY TO THOSE STRUCTURES SPECIFIED 1 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- ° °a THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A p PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 ORj B CLASS C1,EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE UP TO 4" INI DIAMETER AND CONSIST OF STONE, BROKEN BRICK, J(r I v BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ; ( �.:' SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. \/ ° a DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE f . n� PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - F INDIVIDUALLY T FIT TH PARTICULAR INLET AND CUTLET 0 BEST E CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.05 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 THICKNESSES 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 THE STRUCTURE. MANHOLE FOR 12'' - 48'' PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. 0I-3A, 38, 3C EXPANSION KEYED L GALVANIZED PLATE FOR r 2.r-r CAL LA E Q TYPE A TO- ENT 0 ' AN ANGLE F.68.30` TO AN IR N A Y E B N 0 �L 0 T ., E CONNECTORS AND IS TO BE ANCHORED WITH 11/2' X 4" STUD SHEAR NOSE DETAILS, WELDED TO BENT PLATE AT 2'C•C; 2„ APPR.PAVEMENT 01-3A DI-30 L 0I-3C L WARPED PAVEMENT FLOW x z I x I FLOW 1i REV- '1 0 I FLOW p.0„ DETAIL WHENUSED FOR USE ON IGRADEs ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL `VDDT SCIFICA REFERENCE RQAD_ArID BR;OQ.E STANDARDS STANDARD CURB DROP INLET RE SHEET 1 OF 2 IStON DATE 12" - 30" 'PIPE:. MAXIMUM DEPTH (H) • 8' 233 104.09 08/to VIRGINIA DEPARTMENT OF TRANSPORTATION 302 u \L SLOPE TO DRAN TO INVERT OF OUTLET PIPE ECTION A -A )F TREATMENT IN DROP INLETS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. °. SLOPE TO DRAIN 1vrFvmFp/ TO INVERT OF CUTLET PIPE NOTES: e SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWINIG IS TO APPLY TO THOSE STRUCTURES SPECIFIED 1 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- ° °a THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A p PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 ORj B CLASS C1,EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE UP TO 4" INI DIAMETER AND CONSIST OF STONE, BROKEN BRICK, J(r I v BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ; ( �.:' SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. \/ ° a DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE f . n� PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - F INDIVIDUALLY T FIT TH PARTICULAR INLET AND CUTLET 0 BEST E CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.05 CC-96. WIDTH OF }I ENTRANCE LIMITSt:OF PED 4 LIfAil'S OF-PED. ACCESS ROUTE B o ACCESS ROUITE 0 .%2 RANCE UNPAVED'SPACE NON:TRAVERSABLE -' _„�. UNPAVED SPACE taJ EXISTUIG OR PROPOSED EXPANSION JQI(It - SIDEWALK OR 'SIDEWALK SPACE WIDTH OF ENTRANCE JOINT LIMITS OF PED. o LIMITS OF PED. EXPANSION E E' ACCESS; ROUTE ( - ' NON-TR' VERSABLE 10 l _ , ACCESS ROUiTE i o - CURB It{CLuD£o I!I B PEDESTRIAN ACCESS ROUTE DETAIL WITH & 4uw •p' /4. ENFOMCE GUTTER � :� WITHOUT UNPAVED ,SPACE- ADDITIONAL RiGHt-OF-WAY IS REOWRED IF THELimit's F F' - OF PEDESTRIAN ACCESS. ROUTE E8 EXTEND-8_fOtio, EXISTINC'QR. PROPOSED VDOT RIGHT -OF WAY.' I�-� n FLOW LINE - F c� EXPANSION JOINT ENUAICE WIDTH DE OLUTE INIIMUM i6` ABSOLUTE MINIMUM 12', gI PEDESTRIAN. ACCESS ROUTES PROVIDE A.CONTitiUOUS s2UNOBS'TRUG TED; STABLE; FIRM' MID SLIP RESISTANT PATH, CONNECTING ALL ACCESSIBLE ELEMENTS'OF.A ao�vP Sib`; A 'FACILITY THAT CAN BE APPROACHED. ENTERED AND EDGE OF PAVEMENT USED BY PEDESTRIANS IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE W. SECTiOiW F-F C � HALF CLAN, �'IF PEOEStRIM ACCESS ROUTES gJ ARE BEING 'I 0 PROVIDED: A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH'A MAX.2% CROSS SLOPE: WHEN USED IN CONJUNCTION WITH STANDARD ' PARP80LIC CC-3 OR CG-7; THE CURB FACE ON THIS STANDARD IS TO. BE, ADJUSTED 10 MATCH THE NP"y},v.,[(�• STTIN.L- 'SIDEWALK SPACE 'CURVE MOUNTABLE CURB'CONFIGURATION. NORMAL auTTER n 31 '-=---_._-,---� 4 ----- SECTION E-E ��- *91.. TO iOA CHANCE pit 0 o o'40. aYo CLASS. A3 �... ..I (H.E .5.) CONC.: -6'.` A,GGR. BASE TYPEWWI I SIZE BIB . D. 2 MAX X 5' 0" £t] POINT 'OF GRADE CHANCE . ,SLOPE � FOR CURB AND �UTT_R. QNLY GUTTER 4 , G. ° t>. • D: FOR SIDEWALK CURB AND GUTTER KL K 12 !A MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS � . o . o . v BUILT CONCURRENTLY ov.6%Uz7Q M 3 4IAXIMUhi OEgREASE'IN-SLOPE FOR FIRST 16' INiERVAL AND .X'% SECTION C-C 3 y. MAXIMUM DECREASE FOR SUCGEEDIN¢ 1.uWMUM iQ, INTERVALS SECTION D-D SPECIFICATION V DOT 1 REFERENCE STANDARD ENTRANCE GUTTER ROAD', AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF T VIRGINIA (DEPARTMENT OF TRANSPQRrAtiQtI 47/t5 1 20102 DETAIL 1 SECTION B-B DETAIL 2 TYPE OF OUTLET PRQfECTIQN MATERIAL h1AXIMUM OUTLET VELOCITY (FOR OESIGN STORM): MINIMUM."T" (:FICHES) CLASS Al CLAS5 Al DRY RIPRAP 8 fps Ia CLASS I CLASS I DRY RIPRAP 14 fps 24 CLASS A CLASS2 DRY RIPRAP 19 fps 36 SECTION A -A PLAN VIEW I> I" �I. Bars V 04 8°ca r� n • .I °I. D I n I � I D Optional Const. I TABLE OF QUANTITIES 0I-3A, 38, 3C AREA OF REINFORCING STEEL TYPE L 'LOT Concrete LIARS A BARS B BARS C BARS D' BARS E BARS F BARS G WEIGHT Ft. Sa. FL Cu. Yds. No. Lin. Ft. N@ No. Lin. Ft. No. Lin. Ft. X No. Lin, FL;0 No:. Lin. Ft.4 Na. Lin. FL+ No. I Lin. Ft.* Lbs. 01-3A 2''-6" 1.15 2.26 - - - 1 5'-7113" 3 2" - - - 6 t'-0" 22 "' 1.83 2.59 5 1'-6.1 2 0'-7' to W-10" 3 5'-7" 3 3 2" 4 1' o' 3 1'-5" 4 v-0" 64 6' 2.75 3.02 5 Y-6" 6 W-71. to "W-10" 3 5'-7" 3 3 2° 4 3 0"" S 1"6'. 1 1'•0" 111 8' 3.67 3.46 5 51,6" 10 '-7" to '-1 " 3 51.711 3; 3'-2" 4 5.6" 3 I'-6" 01-3B 10` 4:.58 3.90 5 T•5" 14 6'-7" to 6'•10" 3 5'•7" 3, 3 _2" 4 7'•5" .3 l'-6" 4 v- 1' 204 12' 5.50 4.34 5 9',6" 18 &-7" to 6'--10" 3; W-7„ 3 3,-2„ 4 9-8" .3 I' 6" 4 1'- „ 251 14' 5.42 4-78 5'- 1P-6,1 22 W-7' to 6 -10" 3 5 -711 3 3 2" 4 Il 6" 3' 1 6" a 1'-0" 298 16, 7.33 5.22 5 13'-611 26 6'-7' to 6'•10" 3, 5'7" 3 3 2" 4 1.3 6" 3 1,6" 4 v-0" 345 18' 8,25 5.66' 5 15'-6" 30'-7' to -1 " 3 5 -7" 31 3 2" h 15.61, a t 6'' 4 f' I" 391 " ,r " 3 -2" 4 t7 -fi 3' t -6" 4 J.-Go 438 '2U' 9a7 fiA9" 5 t7 -6' 3 5'-7 to 5'-10" 3' S'-7" 3 6' 2.75 3.0t 10 V-9" 4 &-7' to 6 -.10" 5 5,-7" 3 3 2" 8 1'-91. 6 1'•6., 2' y-0" III 8' 3.67 3.45 10 2'-9" 8 6'-7' to 6'-10" 5' 5'-7" 3 3 a' 8 2 9" 6 V.6'' 2 1'-0" 158 11 ID' 4.58 3.89 10 3'-9" 12 6' T to 6'-10" 5 5'-7" 3' } 28 3 9' 6 I -5 2 11• 205 12' 5.50 4.33 10 4'-9" 16 6` 7' to 6 10' 5 5'-7" 3 3 2" B 4 9'! 5 I' S'' 2 1'•0" 252 0I-3C 14' 5.42 4.77 10 5'>9" 20 6 T to 5 "t0" 5 5'-7" 3. 3 �' 8 5 9. 6 1 •W, 2 t'-0" 298 15' 7-33 5-21 10 q'-9" 2( 6'-T to 6'-101, 5 5'-7" 3 3-� 8 W-91, 6 I' 6'' 2 P.., 345 181 -`•8.25 .5,65 10 7'-9" 28 6'-711 to WvIOII 5 5'-7" 3':. 3'-2" 8 7'.9" 6' - Ir-6,,. 2 111. 392 20' 9.17 fi 09 10 8'-9" 32 6'-7" io fi'-10" 5 5'-7" 3 3'-2" 8 8'-9" 6 I'-6" 2 P- " 439 NOTES 1. DEPTH OF .INLET :(tD"TO BE SHOWN ON PLANS; 7. 4.4 X B" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 121 C-C TO BE PLACED IN A L,AREAS ADJACENT THE.EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H'' DIMENSION SHOWN ON THE STANDARDS TO. ABUTTING CONCRETE TO PREVENT CURB AID O.UTTER, H P AND SPECIFIED N T E PLANS'WILL B£ SETTLEMENT r 1 r I' r I I C F R p N. EiE QUANTITIES SF10'YJN ARE FOR DEPTH A ASJHED FROM THE INVERT OF THE OJfFA.-L IB 0 R 0 AN( PIP "TO THE TOP OF TH STRUCTURE.' 8. 3' OIAMErER WEEP HOLE TO BE LOCATED TO lH) OF WITHOUT'PIPES; THE AMOUNT PI AI 'N DIMENSIONS ARE"APPROXIh{ATE ONLY DRAIN SUBBAnE.fAAT RIPE. WEEP TIDE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X1211 PLASTIC.':HARQWARE CLOTH 14" MESH OBTAIN TRUE 1VANTRiE$. FOR VILETS'OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL 'r41RE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER:0.03".NUMBER 4, MESH HARDWARE CUBIC MDS OF -CONCRETE FOR EACH FOOT rI r 1 I ) THE I F" EP"fH ,_Of ANCHORED rlR,l_Y TO ir! OUTSIDE O D H 3. WHEN SPECIFIED .ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED LIN ACCORDANCE WITH STANDARD 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS-L THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A LAIN. OF 2 IS TO BE L +16„ AT 4.10 LEIS`/FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". I 4 DENOTES L GT F 0 SD BAR INCLUDED IN THE B PRICE FOR " THE STRUCTURE, 18.LENGTH 0 ONE D T n REINFORCING I 1 _ REIN OR -IN, 51_E_ TO BE CUT CLEAR OF 1 0. ALL F L t _ EV"N'(' 1 E T O THE UT I _ R� !FORCING BARS OBE # 5. IN THE E THE NM ft F Q FAL_ ALL OPENINGS BY 2". i9 AL _u• T 4- PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TFiE R)VERT OF THE'STRUCTURE. 11. CAST -IN PLACE CONCRETE tS. T0BE CLASS A3 20, WFIEN IhILET IS USED IN 4'•O" MEDIAFI, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000'PSO, PRECAST CONCRETE, IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STAIOING OR MINDING OF WATER " 4000. PSI. PROPOSED CURB: IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO " M LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE. SHAPING IS TO BE INCLUDED IN THE ©ID SHOWN ON PLANS, PRICE FOR THE .STRUCTURE. 13. IF INLET IS COFISTRUCTED IN MEDIAI.CURB'OR 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL `CURB; GUTTER "'IS TQ BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE. DETAIL) o THIS. ITEM MAY BE PRECAST ORCA T-FrP ACE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHQWN ON STANDARD DRAWING'OFNS. SPECIFICATION STANDARD CURB DROP INLET �VaGE S 233 1211 30" PIPE; MAXIMUM DEPTH (H) 81 ROAD AND BRIDGE STANDARDS REVISION DATE $HEFT 2 OF 2 302 VIRSINIA DEPARTMENT OF TR44SPORTAT61 104.10 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 3. 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"). 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 15. FOR PLAN VIEW OF INLET SEE ST41DARD DI-2A, 2B, 2C. I5 HIGHER THAN THE BOTTOPA 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 COST SEE SHEET 104.03. . PONDING OF WATER IN THE STRUCTURETHE OF FURNISHING AND PLACING ALL MATERIALS 17. FOR NUMBER OF BARS A-F REQUIRED AND LENGTHS INCIDENTAL TO THE SHAPIrIG IS TO BE INCLUDED SEE SHEET 104.04. IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE dware Cloth STANDARD ST-1. TO BE PROVIDED. FOR DETAILS SEE 1S. QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF EACH TYPE. FOR INLETS OF GREATER DEPTHS (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. 44 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" BE DEDUCTED TO OBTAIN TRUE QUANTITIES. Weep Hole. C-C TO BE PLACED IN ALL AREAS ADJACENT TO See Note 8. ABUTTING CONCRETE TO PREVENT SETTLEMENT. 19. FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE COLLAR AND GRATE, DROPPED GUTTER LINE, AND UI-3, 4 FOR REINFORCING AND STRUCTURAL STEEL NOT PROVIDED. SEE STANDARD T- AL"TER44TE DESIGN. DETAILED SEE STANDARD DI-2A. 8• 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO s See DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12" 5. X 12" PLASTIC HARDWARE CLOTH 1/4" ME5H OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03",NUMBER 4 MESH HARDWARE CLOTH ANCHORED -FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 1t 5 @ Bars c-c @ 12" 12"' c-c I SECTION THROUGH ELEVATION APPROXIMATE QUANTITIES FOR MINIMUM 9' DEPTH INLET TABLE OF QUANTITIES 0I-3A, 38, 3C AREA OF REINFORCING STEEL TYPE L 'LOT Concrete LIARS A BARS B BARS C BARS D' BARS E BARS F BARS G WEIGHT Ft. Sa. FL Cu. Yds. No. Lin. Ft. N@ No. Lin. Ft. No. Lin. Ft. X No. Lin, FL;0 No:. Lin. Ft.4 Na. Lin. FL+ No. I Lin. Ft.* Lbs. 01-3A 2''-6" 1.15 2.26 - - - 1 5'-7113" 3 2" - - - 6 t'-0" 22 "' 1.83 2.59 5 1'-6.1 2 0'-7' to W-10" 3 5'-7" 3 3 2" 4 1' o' 3 1'-5" 4 v-0" 64 6' 2.75 3.02 5 Y-6" 6 W-71. to "W-10" 3 5'-7" 3 3 2° 4 3 0"" S 1"6'. 1 1'•0" 111 8' 3.67 3.46 5 51,6" 10 '-7" to '-1 " 3 51.711 3; 3'-2" 4 5.6" 3 I'-6" 01-3B 10` 4:.58 3.90 5 T•5" 14 6'-7" to 6'•10" 3 5'•7" 3, 3 _2" 4 7'•5" .3 l'-6" 4 v- 1' 204 12' 5.50 4.34 5 9',6" 18 &-7" to 6'--10" 3; W-7„ 3 3,-2„ 4 9-8" .3 I' 6" 4 1'- „ 251 14' 5.42 4-78 5'- 1P-6,1 22 W-7' to 6 -10" 3 5 -711 3 3 2" 4 Il 6" 3' 1 6" a 1'-0" 298 16, 7.33 5.22 5 13'-611 26 6'-7' to 6'•10" 3, 5'7" 3 3 2" 4 1.3 6" 3 1,6" 4 v-0" 345 18' 8,25 5.66' 5 15'-6" 30'-7' to -1 " 3 5 -7" 31 3 2" h 15.61, a t 6'' 4 f' I" 391 " ,r " 3 -2" 4 t7 -fi 3' t -6" 4 J.-Go 438 '2U' 9a7 fiA9" 5 t7 -6' 3 5'-7 to 5'-10" 3' S'-7" 3 6' 2.75 3.0t 10 V-9" 4 &-7' to 6 -.10" 5 5,-7" 3 3 2" 8 1'-91. 6 1'•6., 2' y-0" III 8' 3.67 3.45 10 2'-9" 8 6'-7' to 6'-10" 5' 5'-7" 3 3 a' 8 2 9" 6 V.6'' 2 1'-0" 158 11 ID' 4.58 3.89 10 3'-9" 12 6' T to 6'-10" 5 5'-7" 3' } 28 3 9' 6 I -5 2 11• 205 12' 5.50 4.33 10 4'-9" 16 6` 7' to 6 10' 5 5'-7" 3 3 2" B 4 9'! 5 I' S'' 2 1'•0" 252 0I-3C 14' 5.42 4.77 10 5'>9" 20 6 T to 5 "t0" 5 5'-7" 3. 3 �' 8 5 9. 6 1 •W, 2 t'-0" 298 15' 7-33 5-21 10 q'-9" 2( 6'-T to 6'-101, 5 5'-7" 3 3-� 8 W-91, 6 I' 6'' 2 P.., 345 181 -`•8.25 .5,65 10 7'-9" 28 6'-711 to WvIOII 5 5'-7" 3':. 3'-2" 8 7'.9" 6' - Ir-6,,. 2 111. 392 20' 9.17 fi 09 10 8'-9" 32 6'-7" io fi'-10" 5 5'-7" 3 3'-2" 8 8'-9" 6 I'-6" 2 P- " 439 NOTES 1. DEPTH OF .INLET :(tD"TO BE SHOWN ON PLANS; 7. 4.4 X B" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 121 C-C TO BE PLACED IN A L,AREAS ADJACENT THE.EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H'' DIMENSION SHOWN ON THE STANDARDS TO. ABUTTING CONCRETE TO PREVENT CURB AID O.UTTER, H P AND SPECIFIED N T E PLANS'WILL B£ SETTLEMENT r 1 r I' r I I C F R p N. EiE QUANTITIES SF10'YJN ARE FOR DEPTH A ASJHED FROM THE INVERT OF THE OJfFA.-L IB 0 R 0 AN( PIP "TO THE TOP OF TH STRUCTURE.' 8. 3' OIAMErER WEEP HOLE TO BE LOCATED TO lH) OF WITHOUT'PIPES; THE AMOUNT PI AI 'N DIMENSIONS ARE"APPROXIh{ATE ONLY DRAIN SUBBAnE.fAAT RIPE. WEEP TIDE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X1211 PLASTIC.':HARQWARE CLOTH 14" MESH OBTAIN TRUE 1VANTRiE$. FOR VILETS'OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL 'r41RE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER:0.03".NUMBER 4, MESH HARDWARE CUBIC MDS OF -CONCRETE FOR EACH FOOT rI r 1 I ) THE I F" EP"fH ,_Of ANCHORED rlR,l_Y TO ir! OUTSIDE O D H 3. WHEN SPECIFIED .ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED LIN ACCORDANCE WITH STANDARD 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS-L THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A LAIN. OF 2 IS TO BE L +16„ AT 4.10 LEIS`/FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". I 4 DENOTES L GT F 0 SD BAR INCLUDED IN THE B PRICE FOR " THE STRUCTURE, 18.LENGTH 0 ONE D T n REINFORCING I 1 _ REIN OR -IN, 51_E_ TO BE CUT CLEAR OF 1 0. ALL F L t _ EV"N'(' 1 E T O THE UT I _ R� !FORCING BARS OBE # 5. IN THE E THE NM ft F Q FAL_ ALL OPENINGS BY 2". i9 AL _u• T 4- PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TFiE R)VERT OF THE'STRUCTURE. 11. CAST -IN PLACE CONCRETE tS. T0BE CLASS A3 20, WFIEN IhILET IS USED IN 4'•O" MEDIAFI, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000'PSO, PRECAST CONCRETE, IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STAIOING OR MINDING OF WATER " 4000. PSI. PROPOSED CURB: IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO " M LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE. SHAPING IS TO BE INCLUDED IN THE ©ID SHOWN ON PLANS, PRICE FOR THE .STRUCTURE. 13. IF INLET IS COFISTRUCTED IN MEDIAI.CURB'OR 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL `CURB; GUTTER "'IS TQ BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE. DETAIL) o THIS. ITEM MAY BE PRECAST ORCA T-FrP ACE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHQWN ON STANDARD DRAWING'OFNS. SPECIFICATION STANDARD CURB DROP INLET �VaGE S 233 1211 30" PIPE; MAXIMUM DEPTH (H) 81 ROAD AND BRIDGE STANDARDS REVISION DATE $HEFT 2 OF 2 302 VIRSINIA DEPARTMENT OF TR44SPORTAT61 104.10 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 3. 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"). 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 15. FOR PLAN VIEW OF INLET SEE ST41DARD DI-2A, 2B, 2C. I5 HIGHER THAN THE BOTTOPA 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 COST SEE SHEET 104.03. . PONDING OF WATER IN THE STRUCTURETHE OF FURNISHING AND PLACING ALL MATERIALS 17. FOR NUMBER OF BARS A-F REQUIRED AND LENGTHS INCIDENTAL TO THE SHAPIrIG IS TO BE INCLUDED SEE SHEET 104.04. IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE dware Cloth STANDARD ST-1. TO BE PROVIDED. FOR DETAILS SEE 1S. QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF EACH TYPE. FOR INLETS OF GREATER DEPTHS (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. 44 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" BE DEDUCTED TO OBTAIN TRUE QUANTITIES. Weep Hole. C-C TO BE PLACED IN ALL AREAS ADJACENT TO See Note 8. ABUTTING CONCRETE TO PREVENT SETTLEMENT. 19. FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE COLLAR AND GRATE, DROPPED GUTTER LINE, AND UI-3, 4 FOR REINFORCING AND STRUCTURAL STEEL NOT PROVIDED. SEE STANDARD T- AL"TER44TE DESIGN. DETAILED SEE STANDARD DI-2A. 8• 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO s See DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12" 5. X 12" PLASTIC HARDWARE CLOTH 1/4" ME5H OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03",NUMBER 4 MESH HARDWARE CLOTH ANCHORED -FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 1t 5 @ Bars c-c @ 12" 12"' c-c I SECTION THROUGH ELEVATION APPROXIMATE QUANTITIES FOR MINIMUM 9' DEPTH INLET NOTES 1. DEPTH OF .INLET :(tD"TO BE SHOWN ON PLANS; 7. 4.4 X B" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 121 C-C TO BE PLACED IN A L,AREAS ADJACENT THE.EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H'' DIMENSION SHOWN ON THE STANDARDS TO. ABUTTING CONCRETE TO PREVENT CURB AID O.UTTER, H P AND SPECIFIED N T E PLANS'WILL B£ SETTLEMENT r 1 r I' r I I C F R p N. EiE QUANTITIES SF10'YJN ARE FOR DEPTH A ASJHED FROM THE INVERT OF THE OJfFA.-L IB 0 R 0 AN( PIP "TO THE TOP OF TH STRUCTURE.' 8. 3' OIAMErER WEEP HOLE TO BE LOCATED TO lH) OF WITHOUT'PIPES; THE AMOUNT PI AI 'N DIMENSIONS ARE"APPROXIh{ATE ONLY DRAIN SUBBAnE.fAAT RIPE. WEEP TIDE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X1211 PLASTIC.':HARQWARE CLOTH 14" MESH OBTAIN TRUE 1VANTRiE$. FOR VILETS'OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL 'r41RE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER:0.03".NUMBER 4, MESH HARDWARE CUBIC MDS OF -CONCRETE FOR EACH FOOT rI r 1 I ) THE I F" EP"fH ,_Of ANCHORED rlR,l_Y TO ir! OUTSIDE O D H 3. WHEN SPECIFIED .ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED LIN ACCORDANCE WITH STANDARD 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS-L THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A LAIN. OF 2 IS TO BE L +16„ AT 4.10 LEIS`/FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". I 4 DENOTES L GT F 0 SD BAR INCLUDED IN THE B PRICE FOR " THE STRUCTURE, 18.LENGTH 0 ONE D T n REINFORCING I 1 _ REIN OR -IN, 51_E_ TO BE CUT CLEAR OF 1 0. ALL F L t _ EV"N'(' 1 E T O THE UT I _ R� !FORCING BARS OBE # 5. IN THE E THE NM ft F Q FAL_ ALL OPENINGS BY 2". i9 AL _u• T 4- PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TFiE R)VERT OF THE'STRUCTURE. 11. CAST -IN PLACE CONCRETE tS. T0BE CLASS A3 20, WFIEN IhILET IS USED IN 4'•O" MEDIAFI, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000'PSO, PRECAST CONCRETE, IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STAIOING OR MINDING OF WATER " 4000. PSI. PROPOSED CURB: IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO " M LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE. SHAPING IS TO BE INCLUDED IN THE ©ID SHOWN ON PLANS, PRICE FOR THE .STRUCTURE. 13. IF INLET IS COFISTRUCTED IN MEDIAI.CURB'OR 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL `CURB; GUTTER "'IS TQ BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE. DETAIL) o THIS. ITEM MAY BE PRECAST ORCA T-FrP ACE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHQWN ON STANDARD DRAWING'OFNS. SPECIFICATION STANDARD CURB DROP INLET �VaGE S 233 1211 30" PIPE; MAXIMUM DEPTH (H) 81 ROAD AND BRIDGE STANDARDS REVISION DATE $HEFT 2 OF 2 302 VIRSINIA DEPARTMENT OF TR44SPORTAT61 104.10 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 3. 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"). 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 15. FOR PLAN VIEW OF INLET SEE ST41DARD DI-2A, 2B, 2C. I5 HIGHER THAN THE BOTTOPA 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 COST SEE SHEET 104.03. . PONDING OF WATER IN THE STRUCTURETHE OF FURNISHING AND PLACING ALL MATERIALS 17. FOR NUMBER OF BARS A-F REQUIRED AND LENGTHS INCIDENTAL TO THE SHAPIrIG IS TO BE INCLUDED SEE SHEET 104.04. IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE dware Cloth STANDARD ST-1. TO BE PROVIDED. FOR DETAILS SEE 1S. QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF EACH TYPE. FOR INLETS OF GREATER DEPTHS (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. 44 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" BE DEDUCTED TO OBTAIN TRUE QUANTITIES. Weep Hole. C-C TO BE PLACED IN ALL AREAS ADJACENT TO See Note 8. ABUTTING CONCRETE TO PREVENT SETTLEMENT. 19. FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE COLLAR AND GRATE, DROPPED GUTTER LINE, AND UI-3, 4 FOR REINFORCING AND STRUCTURAL STEEL NOT PROVIDED. SEE STANDARD T- AL"TER44TE DESIGN. DETAILED SEE STANDARD DI-2A. 8• 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO s See DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12" 5. X 12" PLASTIC HARDWARE CLOTH 1/4" ME5H OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03",NUMBER 4 MESH HARDWARE CLOTH ANCHORED -FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 1t 5 @ Bars c-c @ 12" 12"' c-c I SECTION THROUGH ELEVATION APPROXIMATE QUANTITIES FOR MINIMUM 9' DEPTH INLET SPECIFICATION STANDARD CURB DROP INLET �VaGE S 233 1211 30" PIPE; MAXIMUM DEPTH (H) 81 ROAD AND BRIDGE STANDARDS REVISION DATE $HEFT 2 OF 2 302 VIRSINIA DEPARTMENT OF TR44SPORTAT61 104.10 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 3. 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"). 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 15. FOR PLAN VIEW OF INLET SEE ST41DARD DI-2A, 2B, 2C. I5 HIGHER THAN THE BOTTOPA 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 COST SEE SHEET 104.03. . PONDING OF WATER IN THE STRUCTURETHE OF FURNISHING AND PLACING ALL MATERIALS 17. FOR NUMBER OF BARS A-F REQUIRED AND LENGTHS INCIDENTAL TO THE SHAPIrIG IS TO BE INCLUDED SEE SHEET 104.04. IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE dware Cloth STANDARD ST-1. TO BE PROVIDED. FOR DETAILS SEE 1S. QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF EACH TYPE. FOR INLETS OF GREATER DEPTHS (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. 44 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" BE DEDUCTED TO OBTAIN TRUE QUANTITIES. Weep Hole. C-C TO BE PLACED IN ALL AREAS ADJACENT TO See Note 8. ABUTTING CONCRETE TO PREVENT SETTLEMENT. 19. FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE COLLAR AND GRATE, DROPPED GUTTER LINE, AND UI-3, 4 FOR REINFORCING AND STRUCTURAL STEEL NOT PROVIDED. SEE STANDARD T- AL"TER44TE DESIGN. DETAILED SEE STANDARD DI-2A. 8• 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO s See DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12" 5. X 12" PLASTIC HARDWARE CLOTH 1/4" ME5H OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03",NUMBER 4 MESH HARDWARE CLOTH ANCHORED -FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 1t 5 @ Bars c-c @ 12" 12"' c-c I SECTION THROUGH ELEVATION APPROXIMATE QUANTITIES FOR MINIMUM 9' DEPTH INLET 1t 5 @ Bars c-c @ 12" 12"' c-c I SECTION THROUGH ELEVATION 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 28B 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. Conc.1 Lbs. Steel 0.28 64 - 0.28 64 0.16 17 0.28 64 0.16 1 17 SCHEDULE OF REINFORCING STEEL SEE NOTE 17 BARS H BARS Hi BARS V NO REO'D. LENGTH NO REQ'D. IF LENGTH NO REQ'D. F LENGTH 40.51-1+D+8 Y-2" 4(1.5H+D+8 3'-3" 36 H-(V-4") ICATION STANDARD CURB DROP INLET sR-.ERENNCC REEFFERE 12'' - 24'' PIPE: DEPTH (H) = 9' to 20' 233 104 05 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DE A NOTES: I. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S`15 TO GOVERN THE.PROTECTION' OUTSIDE THE CHANNEL WIDTH 010; 2. ON ANY: INSTALLATION REQUIRING CULVERT .OUTLET' PROTECTION WHERE NO.ENDWALL OR ENDSEQTION IS SPECIFIED ON THE PLANS,' CONSTRUCTION IS TO BE dN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. CEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS A) ,T-. AND .1 MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. T F - DIAMETER OF R OF CIRCULAAR CAR ULVERT OR LVERT SPM SE/Ir El HTD FOELLIPTICAL 8 TIE UP CAL OR CH CULVERT, CULVERTS t.. RI 2 Tt USE TY?:CAL SECTION SHOWN ON:PLANS FOR SIDE'SLQPS,80TTDM WIDTH AND DEPTH r ( .. EXISTING DITCH OR NATURAL G OUNO. `OF'CHANNEL;,OR MATCH H EXI_. T H R OUTLET PROTECTION MINQMUM ,LENGTH 110 TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H `VUC7 r SPECIFIC6i10N REFERENCE CULVERT OUTLET PROTECTION 904 ROAD pT1D.8R1QGE STANDARDS 245 RIENpON_ DATE. SHEE.r 1 OF',T 303, VIRGINIA DEPARTMENT OF .TRANSPORTATION 414 U3.O1 I S _ D X SEE 1107E t L `t IC-2 SHEET 2 OF 3 SHAPE TO BE BEVELED WITH MORTAR DO NOT BEVEL INVERT NOTES: I "WAJAY BE REDUCED UNTIL ."X"'REACHES A MINIMUM OF 4" WHERE 1 I 1 "ND' AL: WOULD D PROTRUDE ABOVE SHOULDER E NNE" IN NO CASE $HALL top OF ENOWAL PROQERT^ABOVE FILL .SLOPE, DITCH( SLOPE, OR S)IQULDER. 2. THIS ITEM MAY BE PRECAST OR EAST IN PLACE, 3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 101,02. h THIS STANDARD I'd SE USED WITH STRAIGHT CROSSINGS PND. ALL SKEWS(O°TO 45•) " 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT. EYh1 ENDWAL.L FOR CIRCULAR PIPE DIAMETER' OF PIPE CULVERT 21" OR 24" 2711 OR 30" 33" OR 36" A 0'-6 0:18" 0'-9" 0'--lt i'-T t'-0, 11-91, 1 7" I' 9" 1_ " 2 2 2 '-4" D t •O'.' 1' 3" Y §,. 2..0„ 2 ,8„ 3,-011 F Q -6 0',8,' 01-8" 0'-W, 0'-9" 0'-9" H 2.3.IL50-11 t" 3'-2'' 3,.9,1 4'_3,, 4,-g.. L 4 -0,• B' 0 1 '•4 ., 0 12' 0'' 0 O'-P/4" 0' I q" 0'-2« 0'.0%,, 0'-3)/i'I. 01_3A" 0 0'.4„ 0' )+/;' O,pjz11 0'-2r i)'.9�2n' 01_3: CUBIC YARDS OF CONCRETE doNc.PIPEI 6.2.41 1 0,4�2 10.07 1 1,319 2:p67 2.9a7. C.M. PIPE 0,257 1 0.521 19.7.39 1 1.398 2,198 31#5 ~1> v 1 VDOT__ j r LETTERING OPTIONAL O / i" STAMPED LETTERS 2174" DIP, 23" DIA 22" DIA �i--�- SEE 20'/2" DIAL DETAIL A -x. INLET COVER SECTION CL INLET FRAME NONSKID ALUMINUM OXIDE IMPREGNATED PLATE '/Ig" THICK �....-+...,..,w•.-.���STEEL NEOPRENE FOAM BOND NOTES: STEEL PLATE %" THICK STRUCTURAL COMPONENTS SHALL CONFORM I MATERIAL AASHTO M222 TO AASHTO M222. /B"xy4" HR FLAT BAR (WELDED TO FRAME AND COVER SHALL HAVE A CONTINUOUS FLASH FIT. COVER ONLY) DETAIL A STANDARD INLET AND FRAME COVER VIRGINIA DEPARTMENT OF TRANSPORTATION EW-1,1A f� F F 6: 1 BEVEL EDGE IS REQUIRED ON T HEADWALL AT THE INLET END OF THE CULVERt (WHERE THE FLOW ENTERS THE CULVERT). 7.HEADWALL AT THE OUTLET ErID OF THE CULVERT MAX 8E EITHER SQUARE EDGE OR BEVEL EDGE, B.ON SHALLOW HILLS, WHERE ENDWALLS ARE 1''OR`.LESS.5ELOW SHOULDER LINE.THE TOP. Of THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 9. Y411 CHAMFER MAZY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EEYi-IA ENDWAL.L FOR ELLIPTICAL PIPE 51ZE OF ELLIPTICAL PIPE CULVERT, (SPAN )C RISE) 23 xh1" '30"x19" 3411x2ry" 38"x24" 42"x2711 45"x29": 49"x32" 53„x34" A 0'=8" 0'-9" 0'-10" 0'-1i" 0'-11" I'70" 1 0•r I'-0" 8 Y-2" 1' S" V_d'. C 1 8" 1`-111, 21•-1"' 2,_4r, 2'-5n 2._7„ D 1 2"' V_7'' 1-iQ" 21.0" 2' i" 2' S" 2..&. 2'•10" U''-9" 0'.9" 0' 9" 0,_5,1 H 2' t0„ 3,_3„ 3.._y,. 3._9,r �'_Oq 1-21. 4'-5" 4'-7" L 5'-5" 7'-2" 8'-6" 9'-2" 10'-2" 10'-11" 12.4. 12'-11" S 1' 11" 2'-6" 2'-10" Y-2" 0 0'-2Vj'r T-31/i" 7,3' 0,4„ 0'-4V2" 0'•4-Yi" 0'-5„ O'•51/2,1 b. 0141. . i ,. 0 -/2 .0 •-�4 G''3" ) „ 0 -3/t O'-aj'4„ 0'-4" , I „ Q -4/z CUiBIC YARDS OF CONCRETE COPIC,PIPE 0.502 0.255 i-236 T.500 1.611 2:1011 2,5i2 2,801 SPECIFICATION, A"COPY OF THE ORIGINAL SEALED MO. SIGNED DRAWING IS ON FILE IN THE -CENTRAL OFFICE. '\VDCIT REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS ROAs AND BRIDGE STANDARDS 105 12" - 36"' CIRCULAR AND 23" x 14" - 53" .x 34" ELLIPTICAL PIPES. REVISION DATE SHEET ► OF I 302 VIRGINIA DEPARTMENT OF TRAtIISPORTATiON 04/19 101.01 SPECifICATal REFERENCE 302 rn Ln zU o F� o CQ W F- C U z C3N 2 O 0(0 *0 V1 I= to ¢ LL 0U Qr' Q L!J ❑ z 0 O u) CD Cc O0 cc: w0Q ::1:E JZ �d�U Q - z y O 11 w 0 LL > CV W N Q� > LO LU - o LIJ J O t� C)0 9 co LLJ Q 00 r 0 �t U) Ct) Z _ 0) = O o-. U 0- Z _0 CL Is. U to w 0 LU Q 0 0-4 Z Z 0 FN 1N- I� F- Z Z Z 11. LU LCcLI Lu c GGc �cc v) G G G LU 0 C) 0 Z Z Z 0 0 0 U U U H o 0 0 a N 4 N Q O O O z ci CV M DESIGNED BY: UVN DRAWN BY: ARC •CHECKED BY: JLT a of OL u9 7y L. Taggart Jimmy LTa art Lice No. 22841 /25/2021 '4,' sstoxJLL 4 Z 0 Cc J LO oc W w z��m �QT¢ J LL E ..I U) CV w Q -j W Q 0 Q Cc Z W U) U_ > x ❑ <t mW w 0 2 22 DATE: 04-17-2020 SCALE: NA JOB: 8438 SDP: 2020-00036 SHEEP: OF 24 M ,11 ATTACH 42" SAFETY RAIL TO TOP COURSE OF FINISHED WALL BLOCK BY APPROVED STRUCTURAL METHOD .� TOC CAP BLOCK TFW___ 10: FENCE OR RAILING (DESIGNED BY OTHERS) -SLEEVE AND NON -SHRINK GROUT AROUND POST SLEEVE INSTALLED DURING WALL CONSTRUCTION TYPICAL RETAINING WALL WITH FENCE CROSS SECTION PROPOSED WOODEN SCREENING FENCE N.T.S. NOTE: OR APPROVED EQUAL BY COUNTY OF ALBEMARLE NOTE: SEE RETAINING WALL PLANS UNDER SEPARATE COVER 5' 4" 3000 PSI CONCRETE -1 � 1-1 � I -I � 1-1 � I �'� - �a'' � -, .�a-r'. �•�, : I C I -I � I -I � I -I -III-III-11-:�-=.•�:_=��-:�-°:�•�•�•�•..�=•:.•-:� ' :�•:�:.�_ •_�•.Q_I-T(-II(_ITI- 4" VDOT 21A - STONE BASE TYPICAL SIDEWALK SECTION N.T.S. 3" MULCH MAINTAIN POSITIVE DRAINAGE TYPICAL TRAIL SECTION CLASS B, TYPE 1 N.T.S. OPTION: WWF (4X4 OR 3X4) CAN BE ADDIED BETWEEN POST AND FENCE BOAIRD5 IF ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. I- W O•C.; TYP. 12wa i 4 X G X G P05T; I It WASH ON TOP. SET F05T A MIN. OF 3' IN GROUND. SECURE P05T WITH QUICK DRYING CEMENT (OR EQUAL). G" HALF -ROUND OR 4 X 4 P05T CAN BE 5UB51TUTED FOR THE 4XG POST SHOWN AT OWNER'S REQUEST. FENCING TO BE CENTERED ON COLUMN EXISTING GRADE END -SECTION 12" - 60'' PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION i X _ _ X CONCRETE TO BE 4000 PSI MINIMUM PLAN SFC:TInN x-x DIAMETER I OF PIPE I A A T E - FND VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-O" 2'-0" 4'-0" 2'-O" 15" 5" 2'_3" 1'-9" 4'-0" 2'-6" 18" 9' 2'-3" P_9" 4'-0" 3' 0" 21" 9'/4" 2'-11" 2'-1" 5'- 0 1 3'-6" 24" 9'/2" 3'-7" 2`15" 61-1" 4'-0" 27" 10Y4" 1 4'-0" 2'_1' 6'-1" 4`15" 30" 1,_0„ 4,_6„ 1'_7Y4, 6'-1-Y4" 5'-0„ 33" 1'412" 4'-10'/z" 2'-3'/a" 7'-tad, 36" 1'-3" 5'-3" 2'-10 4" 8'-1Y4'. 42" 1'-9" 5'-3" 2'-11" 8'-2" 6'-6" 48" 2'-0" 6'-0" 2,_2" 8,_2" 7'_0" 54" 2'-3" 5'-5" 2'-91/4" 8'-21A" 7'-6" 60" 2'-11" 5'-0" 3'-3" 8'-3" 8'-0" ALTERNATE END -SECTION 12'' - 60" PIPE ES' HUB END ON OUTLET END -SECTIONS C SPIGOT END ON INLET END -SECTION X _ X A, r - E CONCRETEMTO BE I4000 PSI PLAN C g -� _ DIAMETER I OF PIPE I A T �- T E- END VIEW -STEEL FABRIC REINFORCEMI f f PAY LINE - SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C E 12" 4" 2'-0" 4' 1" 2'-0" 15 6" 2'_3" 3'-10" 2'-6" 18" 9„ 2'-3" 3'-10" !63'-11/2"4'-6" 3,_O" 21" 9" 2'-11" 3'-2" 3'_6" 94" 10" 3'-7" 2'-8" 4'-0" 27" 10Y2" 4'-0" 2'-1'/2" 30" 1'-0" 4'-6" i'-7 4" 6'-13/4" 5-0" 33" 1'-1/2" 4'-101/" 37_3V, " 8'-11/4" 5'-6" 36" 1'-3" 5'-3" 2'-10 4" 8'-1Ya" 6'-0" 42" 1'-9" 5'-3" 2'-11" 8'-2" 6'-6" 48" 2'-0" 6'-0.. 2'_2" 8'4' 7'-0" 54" T-3" 5'-5" 2'-11" 8'-4" 7'-G" 60" 2'-6" T-0" 3'-3" 8'-3" 8'-0" NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION 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". 1►111111911=1i0111 SPECIFICATION REFERENCE FLARED TEND -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/01 102.01 A 45 BARS a 8" C-C TYP. II I I 30" DIAMETER _ �rr T FT_ A SL-1 #5 BARS 8" C-C TYP, 30" DIAMETER I � ( - ITN - ITTSTRU-- �: TURE SIZE AND WALL CTHICKNESS VARIES PLAN SECTION A -A NOTES: 1. STANDARD SL-1,MANHOLE SAFETY SLAB,I5 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 SHALL BE 8' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. r 6" CLASS A3 CONCRETE 1 SECTION B-B 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE, SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. g� ik 5 BARS 9 B" C-C TYP. 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 30" LONG). TYPICAL PRECAST UNIT SPECIFICATION REFERENCE TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS MANHOLES AND JUNCTION BOXES 302 } REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.14 CROSSDRAIN CD-2 ON FILL$` CENTER LINE SECTION ('KITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT -PAVEMENT SURFACE N BASE 00o°0° 0000°06000 o SUBBASE 0 0 0. o. o. o • o . o • o • o • SELECT MATERIAL 7YpE T_OR➢T O.O.O O O.O.O.O O...O O O O b-v- q • 4.57 ACGREGATE, #8 AGGREGATE OR CRUSHED GEOfEXIILP•0" E CLASS MEETING IfB GRADATION REQUIREMENTS. DRAINAGE I FABRIC f OR �- •PAVEMENr-SURFACE &.BASE SUBBASE OR CEMENT STABILIZED SUBBASE CD-2 LIMITS OF Y FOR OUTLET. PIPE Gn�.1 TOP OF CUTS R� 1 J, " -r Ttl£'OF FILL DITCH (TYPICAL)- TT SHOULDER LINE UNE I1 EDGE OF PAVEMENT { I 90* TRAVEL LANES 1. # EDGE OF PAVEMENT f SHOULDER LINE ( YPICAL) ��" TOE OF FILL LIMITS OF PAY FOR OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH ii W.T• 4" NQM CIA}dETER %EW:T. 6" NOM. UTAhETER SMOOTH WALL PVC ,103 1 0.153 SMOOTH WALL PE 1 70 PSI XXX 1 70 PSI XXX o - o•° •o • -f - Uc_L'cCT MATERIAL TYPEII OR`SUBORADE WALL THICHNESS )MIN) INCHES O• D• O •• O O O O o.o•o ti . o 0 o • aO o (CEMENT OR LIME STABILIZED) XX:k'TESTED'. ACCORDING TO A5TM D-2412 AT 5: DEFLECTION. #57 AGGREGATE, 94 AGGREGATE OR, CRUSHED GEOTEXTILE CLASS IMEETING 48 GRADATION REQUIREMENTS. FaN3�ic E ' ° GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND 1HROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH :SLAa PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT.AID. i SHALL BE PLACED ON A. GRADE PARALLEL TO THE SHOULDER SLOPE 2 MIN.ta IR ) R DESIRABLE) GRADE. BRIDGE SUBBASE J. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE C4=2 OUTLETS FOR CROSSORAINS,THEY ARE TO BE LOCATED 50 AS TO DRAIN INTO DROP CD-2 5'-0" INLETS OR MANHOLES. 5' 0" AGGREGATE BASE MATERIAL TYPE I -I A F F 4. CN-SUPERE-ElArED SECTION%TRENCH IS TO BE UNDER ENTIRE PAVEMENT AR SIZE N0: 21B l6" MIN. DEPTH) WITH OUTLET PIPE Ott LOW SIDE r ONLY. 5. INVERT ELEVATION AT CUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE, PLACEMENT OF CD-2 CROSSDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABSBE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE, SPECIFICATION -\V DLJT REFERENCE STANDARD CROSSDRAIN ROAD AND BRIDGE SfAl'NDAROS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE 51JEET i OF 1 501 701 'llRGIIIIA DEPARTMENT OF TRANSPORTATION 07/16 )08.05 2016 ROAD.& BRIDGE STANDARDS CD-1 CUT TOP OF CUT RARE PAVEMENT OUTLE PAY L SUBBASE BEGIN SUBGRADE BEGIN FILL DITCH LINE ELBOW SHOULDER IN COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LANES (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT EDGE OF PAVEMENT` SHOULDER LINE -�- PAVEMENT SURFACE &BASE L"'CH LINE P OF PAY LIMITS FOR OUTLET PIPE TO BEGIN WITH 45' ELBOW TOE OF FILL 0 0 0 0 00 0 0 0 0 00 ..E- SUBBASE •r ''"----J 0 0 0 0 0 0 0 0 0 0 p`J�� �EW-12 -o-o•o•o•o•o-o•o-o•o-o•o• --<-SELECT MATERIAL TYPEIORIQ pp��� (TYPICAL) 0-0.0•0•0-0 -0-0 •0-0-0•0 6 1-0" •'""• #57 AGGREGATE, #8 AGGREGATE OR CRUSHED J "� GLASS MEETING #8 GRADATION REQUIREMENTS. GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD PLAN VIEW -1 COMBINATION UNDERDRAIN) OR .�- PAVEMENT SURFACE & BASE 00 0 0 o 0 0 00000 0 "E---- SUBBASE OR CEMENT STABILIZED SUBBASE 00 0 0 0 0 0 0 0 0 -..*- SELECT MATERIAL TYPE A OR SUBGRADE o-o-o .. o-o•o•o•- o-o • o . o :. o - o - o • ooo (CEMENT OR LIME STABILIZED) H57 AGGREGATE, #8 AGGREGATE OR CRUSHED DRAINAGELE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION LINDERMAIN 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 9 MIN. (3 X DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH T. 4" NOM. DIAMETER W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 0.153 SMOOTH WALL PE 1 70 PSI 3EXX 1 1 70 PSI XXX 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS,THEY ARE TO BE LOCATED SO AS TO DRAN 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'-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. iE 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. XXXTESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE REV 8/07 (AT LOWER END OF CUTS) 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 WP-2 }F 2 x EDGE OF. EXiSING PAVEMENT I (AS DETERMINED iN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERSME/Effin, PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACIEO SU80RME CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED tAwwi 11/2 INCH ;(HICK ASPHALT SURFACE COURSE (SEE NOTE 5) A }NNIMUM 12 INCHES OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED B I CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT 'WIOENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. ?. THE'PAVEMENT DESIGN FOR ASPHALT PAVEMENT WiOuilho SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LA`(EgS OF EXISTING PAVEMENT. rr rr A IA F T � EXISTING AN PROPOSED PAVEMENT �tl 1 I AV h1 SUBSURFACE DRAINAGE 0 HE E aTDVG D P 0 OSED'PA E}ENT SHALL BE ADDRESSED N THE P E ENT DESIGN. - 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THMI 500 FEET APART, 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I)/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY T�(E ENGINEER. 5. THE•ENGINEER MAY REQUIRE .THE MILD tNO DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE M! ACCEPTABLE PAVEMENT CROSS -SLOPE AID EFFECTIVE SURFACE DRAINAGE. 6, EXISTING PAVEMENT MARKINGS PAID MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTOREDSUBJEOr TO THE,APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. woaT ASPHALT PAVEMENT WIDENING SPECIFIC ROAD AND BRIOGE STANDARDS WERE SHEET I OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION EW-12 %a" '/4' _ EXPANDED UEVEL SLOT DETAIL (PERMITTED FOR EASY FORA{ REMOVAL) N 'T TO CALF A A q 1•, ,--s ISOMETRIC i--- L 4,t.X 8" X..%2r. PLAN MIN. STEEL OR PLUMUNUM OR STEEL 0$ INCH MIN. - RIVIETSOR BOLTS ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL PIPE COUPLER TO BE CAST INTO ENOWALL., COU62LER MUST BE FLUSH WITH OUTER. SURFACE OF =r \` AND PROVIDE A POSITIVE CONNECTION FOR ROLLED THE THE OUTLET PIPE 44" OR RXLU-TYPESTEEL o"). RAIL STEEL POSTAT _ OR Uhl FI - ALUMINALLOY 6063-1`6 9 .78 LSS.lFT_ . r} 4� MIN. l;RADE- _ T 1'I°" UNDERDRAIN OUTLET s } 1 MARKER DETAIL SECTION A -A NOTES: 1. TYPICAL ENDWALL .TO BE PLACED AT THE ENDS OF ALL UNDERDRAIN OUTLETS, BARRING LOCATIONS WHERE UNDERORA)N IS TIED INTO OTHER ORANAGE STRUCTURES. ENDWALL TO BE INSTALLED PERPENDICULAR 10 ROADWAY AND FLUSH WITH THE SLOPE. 2. OUTLET PIPES: SHALL BE RIGID NONPERFORA TED. SMOOTH -BORE PIPE, MEETING THE REQUIRErJENTS DIMENSIONS CLASS A3 OF 70 PSITESTED ACCORDING TO ASTM 2412. PIPE 1.01 SLOPE CONCRETE L H CUBIC YARDS 3. EXPAIOED STEEL MESH (FLATTENED) SHALL HAVE OPENNGS OF APPROX, )/ ' X W AND WEIGH APPROX. 0.82 LEIS. PER, SO. FT. MESH SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM. A-123. THE MESH 4" 2:1 2'-5 I' 2 a' 0.19 SHALL. EXTEND A MINIMUht OF W ABOVE THE O.D. OF THE PIPE, AND IS A BARRIER' FOR RODENTS; ETC. 4" 34 3-5 1'-1 " 0.25 THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR 4" 4:1 4-5' 1'-1/" 0.30 CLEAICUT PURPOSES, I. 2:1 2 -10 " 1'-5 4" 0.20 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 6" 3:1 4'- a" 1'44" 0.30 6'" 4:1 5'-3" i'•3 0." 8 5. STEEL POSTS AND. PLATES o I TTO. B n PAINTED OR 4ALVANUEO IN ACCORDANCE, WITH THE ROAD AND U IAt AT CLIAl I MC AIf1"t2 At 111IIN1111 OAIMT nP NO. It WHITE PAVAN. 6. MARKER TO BE PLACED AT ALL EW-12 UNOERDRAN INSTALLATIONS. 7. MARKER WILL BE PAID FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. -\VD0T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE, SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD ENDWALL FOR PIPE UNDERDRAIN REFERENCE 105 511EET 1 OF I REVISION DATE 233 101.32 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 G� U CD co Hw- c/)CD V z aN o �Q J j OU to 0) Q LLI -E sue\ r- J (n �W �j �y 0 QW o �v oU) cDwo 0 Q w UQ J�Q QZ ��u_ Z (3 o� LL• z_ o> N 0) W N Q � (n J O 0 Tn rn O W <o0 U LU Uo W Tn CC Z = rn = U a. rn U n- Z O I- CIL rY u <n Lu 0 a oz F.-F, IT. I Z N (10 O N Z Z Z 0- w w w W 0 O O O z z z 00 O u u u - -- CD o -i N N N W ON N ON Q N O N l0 01 Ln CD 0 CD z .-I N M Fig DESIGNED BY. UVN DRAWN BY. ARC 'CHECKED BY: JLT �j,'li H op `r�P 10 Jimmy L. Taggart Lac. No. 22841 0,, 5/25/2021 Gl��w ssZONAL g'0 Q z_ W f n J W � W z � T_ Q J Q � a.= �LL ° � Wa-QzQ W Cp �3 M U _j W (.0H z <® Q� z \W :� J (] J Q W x M W W � Q O 23 DATE: 04-17-2020 SCALE: NA JOB: 8438 SDP: 2020-00036 SHEET: OF 24 NOTE: TOT LOT EQUIPMENT TO BE BURKE OR EQUIVALENT. CONTRACTOR SHALL PROVIDE SUBMITTAL TO OWNER PRIOR TO ORDERING TOT LOT EQUIPMENT. D 4 D 4 D 4 1 SWING D 4 1 SLIDE D a 2 CLIMBERS D D a 1 BUCKABOUT o a a 2 BENCHES NOTE: FENCING TO BE CENTERED ON COLUMN. FENCING TO BE EITHER STAINED OR PAINTED FLAT BLACK PER LANDSCAPE ARCHITECT. N.T.S. 114 TOT LOT DETAILS NOT TO SCALE 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. WIRED BACKED PLAN T CE 4 X G X G POST; I" WASH ON TOP. SET POST A MIN. OF 3' IN GROUND. SECURE POST WITH QUICK DRYING CEMENT (OR EQUAL), G' HALF -ROUND OR 4 X 4 POST CAN BE SUBSITUTED FOR THE 4XG POST SHOWN AT OWNER'S REQUEST. FENCE COLOR: BLACK FRAME & COVER (SEE FIG. S—i—D,E) STREET SURFACE OR NON —PAYED AREA SLOPED AREA 1'-0" MAX 2' 0" 14 RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12"' MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" • 4'-0" 5` FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH .OF FLOW CONCRETE ° VARIES FILLETS CHANNEL TO BE 3/4 DIAMETER OF / CONTRIBUTING — 4 ' SEWER. Q 4. A FILLETED INVERT OR A SMOOTH ° d 12' TRANSITION 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-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) 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 SHAM BE 2% (1/4" PER FOOT ) �Q 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 ON SERVICE LATERAL K14+rt)-U�UW IN LINE WYE-TEE PLAN VARIES FL. SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 z 3000 PSI CONC. BASE SLOPED TO FLOW CHANNEL 1/4" 1' MIN OiBENCH BRANCH 12" l —�--- 1 4 2„ ' Q FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE SCORED AND A FLEXIBLE " " CONNECTION BOOT Q INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S-1—B TD-27 REMIAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INITIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE O HAUNCHING N0. 68 STONE ---- --- BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE 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 ' PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. NOTE: HYDRANT MUST BE FINISHED GRADE EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 2' TO 10' o (270I) ADJUSTABLE TRAFFIC RATED 18"-22" II VALVE BOX W/ LID I I 7 CU, FL VALVE BOX U pa STONE I d- Z N 42"MIN '%;; 6" GATE • ', • 1 VALVE x 2500 P.S.I. CONCRETE .. • )., +.'s , ;1 ';''•';}' BASE AND THRUST ; BLOCK AGAINST M.J. GATE VALVE UNDISTURBED STABLE SOIL STEEL PILE ---- WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTRNGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, WATER LINE iP 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 2500 P.S.I. ( INCLUDING DITCHES ) CONCRETE 4 2'x 2' BEARING AREA. J. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND THRUST BLOCK 4 ' VALVE BOX. a. 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 v REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE " a PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE N.T.S. FIG. w-4 NTS FIG. W-5 TD-8 TD-9 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 V COMPRESSION x 3/4' MALE PIPE OR APPROVED EQUAL ❑ Qj ❑ 1' TYPE 'K' —_ SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SER'ACES. 1"x1•x1' TEE . Q❑ NOTE. - NO SWEATED FITTINGS 2' DUAL SERVICE 2 V COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K' SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIOED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. MIN. II1/d BEND COUPUNOA /11yam_ CAST IRON UD GRADE BOX -� \—CORPORATION STOP / J'•":•^ C �i:1 iw; ;;'�';•(;i'('�-dKILK AS �,^.•:r, .^.^,, NECESSARY SAND OR DUST UNDER I:S•;r,7KI: {;i,,.-�"�'T{,*':1' BOX AND SETTER (2-INCH �—" 1 +,l,�:E1r i S 4' DIAMETER DRAIN PIPE, 12' !� •'rA"ii LONG STONE POCKET, VDOT MINIMUM THICKNESS) a a r"`•S,tn^�. i51_�.s. +„y;.;ri.,,� !„ ;t%•a SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 E E m � N E 0 S. a. vW m �p N v ,�• 8 93EQ of z S E o E�y O Q ig E9 i3�c3 w ao _ �a o LQ 3 69 \w ° Z IE A In I. E '-1 M1 U u MJ \E L-- N e clzo Om 0 0 0 0 $E¢ ofF w LU Ny Nu N� m� M� LU u N 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 PIPE SLOT (2 PLACES) 18" METER BOX 6" EXTENSION COVER LIFT NOTCH 12 3/8" WATER 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 (4) 1• (25mm) DI.1 HDLES CH 3 3 4' (aJ4mm) DA 27 1/2' Dw SBmm (699mm] [ I ) 177- �— 2[667m jw� I 1 [ 7• ] za 7/1 s ow 5/a 1—! - [722mm] [i / O O 30" Dw 28' [914mm] [660mm FRAMESECTION I', [38mm] [20mm] r 2' (51mm) LEnEAs --- ,(RECESSED FLUSH) —E7• [25mm) \ 1 [ [I3mm]� Z 1/8' 3 13/16- 6 22 13/16' [54mm [97mm] (0 25'n] 0 11/16' 1 3/8" [635mm] [77mm] (35mm] T- 9/16' O.D. OF GKT GROOVE CAN BOLT f I14mm] SECTION VIEW 1/4' (6mm) CIA OsASSEMBLY I NEOPRENE GASKET (2) HSHR 1/10 X 5/8 X 1 1/2 C O 1800' RUBBER PART# 009SIG45 S�^ W `` (PCKEARS [5mml, 1 5I8• (2) BLT HEX $/8-1IXJ 1/2 SS 2400 (41mm *(2) RT( 00981250 1 1/a• (29mm) Dw Boss [6mm 13mm .63 DIA. STAINLESS STEEL ROD WSHR5/5 ID 1.50 OD 5S PLAN VIEW ( RT# 00951318 PICKBAR & LOCKLUG HOLE DETAILNOIES 2) NUI' HX 5/8-11 2N NTLK ARfN00961284 1. ALL MANHOLES MTHN Too YEARt FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHAD. HAVE WATERTIGHT FRAME do COVERED,.) NUT HXJAM 5/8-11 ZN 3. OVVEERS nSHALLESIGN FOR E Fl ED TOAFFRAMESTY41H LOGKIHNG LUGSOR DS MIUAR ASSEMBLY. RTj100981226 TYPICAL WATERTIGHT 5R LOG( LUG (SHORT) PART+ 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-VE 1 ll-;i"L VARIES 4" DIAMETER BRANCH VALVE BOX AND VALVE M.J. PLUG VARIES s•1• WATER MAIN RESTRAINED JOINT FITTINGS ON—LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP j LUBRICATE ALL THREADS THRUST BLOCK ID METER BOX (SEE FIG. W-7) VALVE 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 FINISHED GRADE AIR RELEASE VALVE 4 BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE I - IF POSSIBLE BRICK SUPPORTS OR SOLID CEMENT BLOCKS 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 TD-20 z~ o � R W a za G ON QLL1 q O CO Uzwwicl 7 0 Q z a ¢ S� C Lu � O —fj�£ .ON � I, OI O W ~ V)z Z $N� a z ¢ z� o0o J CD zzz U O 1n TD-35 U. %% k;lN-lDl\ a F. r u CD LLj v) c) U C3N O z Q J j LO 07 LLj V „[ Cc J ::) QU QU) Q [L CE— = w ur 0 � Ow z�-i cc W Q Q T ��ry QZ z� O cl) LL Z z_ O > N n w N W N Q J O O/ (n w T Lu z M�1 �oIr _5)= O 0- cy) U 0- z O I= t7.. it U V) 0 w a Q z TF� z 0 I­—z z z o- w w w ( 2 2 :Ew 0 O O O z z z ::) :3 :D O O O -- r4 N N C:) w CD qfV N a N N Lo 0 0 0 0 z �N F�I f� DESIGNED BY: UVN DRAWN BY: ARC -CHECKED BY: JLT J�L'v a op y,00 r�� Jimmy L. Taggart Lic. No. 22841 /25/2021 �ti�'w� s-9loNIL Y,, Q z 0 LU J ^ ' L J (0 Q Z W U) w q T J Q = U LL 0 W W Q 0- z V1 a W :) T O rH, W Q —� z_ W C) � � U W Q (n u— > Q w MW W W Q7 Q DATE: 04-17-2020 SCALE: NA JOB: 8438 SDP: 2020-00036 SHEET: 24 OF 24