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Home My WebLink AboutSDP202000061 Plan - Approved Final Site Plan and Comps. 2021-09-21AIRPORT ROAD FINAL SITE PLAN COUNTY PLAN NO. SDP-2020-00061 ALBEMARLE COUNTY, VIRGINIA SCOPE OF WORK: THE SCOPE OF WORK GENERALLY CONSISTS OF COMBINING THREE PARCELS AT THE INTERSECTION OF S.R. 29 AND AIRPORT ROAD, DEMOLISHING THE EXISTING STRUCTURES, AND GRADING AND PREPARING THE SITE FOR A NEW GAS STATION, CONVENIENCE STORE, CAR WASH, AND ALL ASSOCIATED INFRASTRUCTURE SUPPORTING THIS WORK. PROJECT SUMMARY NAME OF PROJECT: AIRPORT ROAD SHEETZ PROJECT LOCATION: 3510 SEMI NOLE TRAIL ALBEMARLE COUNTY, VIRGINIA DEVELOPMENT TYPE: BY -RIGHT APPLICANT/OWNER: CONTACT: ANDREW BALDWIN AIRPORTAUTO INVESTMENTS PHASE 2, LLC ADDRESS: 600 EAST WATER STREET, SUITE H CHARLOTTESVILLE, VA 22902 PHONE: (434) 422-5050 EMAIL: ANDREW@CORECVILLE.COM ENGINEERNF RECORD: CONTACT: LINE AND GRADE CIVIL ENGINEERING DANIELC. HYER, PE ADDRESS: 113 4TH STREET NE; STE 100 CHARLOTTESVILLE, VA 22902 PHONE: 434-262-0169 EMAIL: DFIYER@LINE-GRADE.COM SOURCE OF SURVEY AND TOPOGRAPHY: SOURCE: ACTUALGROUND SURVEY (SEE SHEET X1.0 FOR SIGNED SURVEY) CONTACT: ROUDABUSH, GALE &ASSOCIATES BRIAN JAMISON, LS ADDRESS: 914 MONTICELLO ROAD CHARLOTTESVILLE, VA 22902 PHONE: 434-977-0205 EMAIL: BJAMISON@ROUDABUSH.COM PARCELS: N TMP 32-38 N OWNER: AIRPORTAUTO INVESTMENTS PHASE 2, LLC CONTACT: SEEAPPLICANT INFO N PARCEL ID: 03200-00-00-03800 ZONED: CI COMMERCIAL a OVERLAYS: AIRPORT IMPACT; ENTRANCE CORRIDOR 'n PROFFERS: VETERINARY OFFICE AND HOSPITAL (ref. SP-1996-00008for conditions) Ln Ln LEGALAREA:0.627AC m 27,304 SF 0 a TMP 32-39 w OWNER: AIRPORT AUTO INVESTMENTS PHASE 2, LLC PARCEL ID:03200-00-00-03900 Qrs ZONED: CICOMMERCIAL w OVERLAYS: AIRPORT IMPACT; ENRANCE CORRIDOR; MANAGED STEEP SLOPES (j LEGALAREA: 1. 666 AC Z 72,556 SF TMP 32-39A OWNER: AIRPORTAUTO INVESTMENTS PHASE 2, LLC LU PARCEL ID: 03200-00-00-039AO Z ZONED: CI COMMERCIAL m :E OVERLAYS: AIRPORT IMPACT; ENTRANCE CORRIDOR O LEGAL AREA: 0.061 AC U 2, 654 SF TOTAL LEGALAREA: 2.353 AC MAGISTERIAL DISTRICT: RIO PROPOSED SITE PLAN REQUIREMENTS ALLOWED OR REQ'D BUILDING HEIGHT: PER21.4 MAX HEIGHTALLOWED = 65 FT EXISTING BUILDING HEIGHT= 12 FT PROPOSED BUILDING HEIGHT= 24.33 FT SETBACKS: Per4.20 PRIMARY STREET RTE29'PRINCI PAL ARTERIAL) MIN FRONT BUILDING SETBACK = lOFT PRIMARY STREET (RTE 29; PRINCIPAL ARTERIAL) MAX FRONT BUILDING SETBACK = NONE REQUIRED SECONDARYSTREET (AIRPORT RD; MINCRARTERIAL) MIN FRONT BUILDING SETBACK 10FT* SECONDARY STREET (AIRPORTRD; MINORARTERIAL) MAX FRONT BUILDING SETBACK = NONE REQUIRED SIDEAND REAR BUILDING SETBACK (ADJACENTTO COMMERCIAL) = NONE REQUIRED PARKING SETBACK= 10 FT 'WHEN PUBLIC SIDEWALK IS OUTSIDE RIGHT OF WAY, SETBACK DISTANCE SHA LL SE MEASURED FROM BACK OFSIDEWALK. SCREENING: ADJACENT TO COMMERCIAL NONE REQUIRED PER 32.7.9.7 SEE LAN DSCAPE SHEETS FOR SPECIFIC SITE ELEMENTS TO BE SCREEN ED FROM PUBLIC STREETS BUI LDING FOOTPRINTS: EXISTING BUILDINGS AIRPORT PLAZA STORES 1 STORY FRAME & CINDERBLOCK 2 5TO RY FRAME 1 STORY CINDERBLOCK METAL CANOPY FRAME SHED 1 FRAME SHED 2 FRAME SHED 3 5,721 SF 3,513 SF 1,394 SF 794 SF 190 SF 303 SF 101 SF 282 SF EXISTING BUILDINGSTOTAL= 12,298 SF PROPOSED BUILDINGS PROPOSED CONVENIENCE STORE FOOTPRINT 6,077 SF PROPOSED CAR WASH FOOTPRINT 1,024 SF PROPOSED FUEL CANOPY FOOTPRINT 4,538 SF PROPOSED BUILDINGS TOTAL= 11,639 SF LAND USE: PER 22.2.1c CONVENIENCE STORE = 6,077SF CAR WASH (DRIVE THRU TYPE) = 1,024 SF FUEL STATION (CANOPY) = 4,538 SF PARKING REQUIRED Per4.12.6 MIXED USES (SEE PARKING TABULATION TABLEON SHEETC0.2) TOTAL REQUIRED PARKING = PerADAStd. 208 HANDICAP SPACES REQUIRED= TREE CANOPY COVER: SEE LANDSCAPE PLAN SHEETZ ...F f 'f f LOCATION MAP : f I I r . r . f f 4 % f� r MAR r f ! f f . f f: i ...... �... fr , ri ..: `� % j' f r f f! t f r > f ` f ,> CONSERVATION EASEMENT NOTE: ADDITIONAL SITE INFORMATION: THE CONSERVATION EASEMENT SHOWN HEREIN CONTAINS PROTECTED FOREST & OPEN DISTURBANCE AREA: 2.59 AC (113,016 SF) SPACE LAND THAT IS SUBJECT TO THE GUIDANCE SET FORTH BY DEQ IN THE VIRGINIA EXISTING IMPERVIOUS AREA: 1.11 AC (48,444 SF) STORMWATER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A PROPOSED IMPERVIOUS AREA: 1.60 AC (69,667 SF) NATURAL, VEGETATED STATE, EXCEPT FOR ACTIVITIES AS APPROVED BY THE LOCAL PROGRAM PERCENT INCREASE IN IMPERVIOUS AREA: 43.8% AUTHORITY, SUCH AS FOREST MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING MISS UTILITY TICKET NO.: B003400793-OOB AND REVEGETATING, PASSIVE RECREATION, (E.G. TRAILS), AND LIMITED BUSH HOGGING TO 12 DIGIT HUC CODE: 0208-0204-0303 (NORTH FORK RIVANNA RIVER-JACOB'S RUN) MAINTAIN DESIRED VEGETATIVE COMMUNITY (BUT NO MORE THAN FOUR TIMES A YEAR). NOTE: THE SUBJECT PROPERTIES ARE ALL WITHIN FEMA ZONE X (AREA OF MINIMAL FLOOD HAZARD) AND ARE NOT WITHIN THE FLOOD HAZARD OVERLAY DISTRICT. VDOT DESIGN CRITERIA: LAND USE: COMMERCIAL/RETAIL (WITHOUT SEPARATE TRUCK ACCESS) SHEET LIST TABLE DESIGN VEHICLE: WB-67 TRUCK RADIUS: 50' SHEET NUMBER SHEET TITLE FSP DESIGN EXCEPTION: AM-E FOR ROUTE 29 ENTRANCE, APPROVED ON: JUNE 18, 2020 CO.0 TITLE SHEET - FSP • (SEE SHEET CO.2 FOR APPROVAL CONDITIONS) INTERSECTION SIGHT DISTANCE: 530' CO.0 TITLE SHEET - WPO VSMP SEE SHEET CO.2 FOR TURN LANE WARRANT ANALYSIS AND TRIP GENERATION FIGURES F�Aai 5�{� Plan Submittal Type Reviewed and Approved by the Comm, un' Development Department Date x'[�Jk`ihwf ��0z t File Al �+ r . s� I' > Ffi / f i} � YFsls, a l t / � A' cad ,•={Q %Y{, VF F `2 > t "J 3 r zz> X, Y Y' z sY :lr •� �' w n � s ? � a � � � a v f c r� fr w 0A i f A a s� R L SNP' ,' > +�� :: � O . / :> i/o-�`{P`r51 '»`•' PRop .,.. PROJECT LOCATION r�° / v;,°., lTR P a « .x ° a' . ° .. s:..;`iE:• <y�C!x": ise : �'?;'. w,�Pf Jj ;,s �; "x P< >!F °•>.,..< .. x.�aa Xy 2 :...tx� ! 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D a Lh �f LSrF .. 3t > ( Zvi'cat ,, f ,.,I � e n: 43SPACES VICINITY MAP N LOCATION MAP N 2 SPACES SCALE: 1" = 25,000' SCALE: 1" = 2,000' UU.1 CO.2 C 1.0 C2.0 C2.1 C2.2 C2.3 C2.4 C2.5 C3.0 C3.1 C3.2 C3.3 C4.0 C4.1 C4.2 C4.3 C4.4 C5.0 C6.0 C6.1 C6.2 C6.3 C6.4 C7.0 C7.1 C7.2 C7.3 C7.4 C7.5 C7.6 C7.7 C7.8 C8.0 C8.1 C8.2 C9.0 C9.1 C9.2 A1.0 A1.1 X1.0 [0I ULINLKAL UUIN51 KIJU I IUIV NU I E5 ZONING, PARCEL, AND SITE CALCULATIONS EXISTING CONDITIONS, SOILS MAP, AND DEMOLITION PLAN EROSION AND SEDIMENT CONTROL NARRATIVE EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 EROSION AND SEDIMENT CONTROL PLAN - PHASE 3 EROSION AND SEDIMENT CONTROL DETAILS EROSION AND SEDIMENT CONTROL DETAILS TRAFFIC PLAN SIGHT DISTANCE TEMPORARY TRAFFIC CONTROL DETAILS TEMPORARY TRAFFIC CONTROL DETAILS SITE PLAN SPECIFIC SITE DETAILS VDOT SITE DETAILS SHEETZ DETAILS CARWASH DETAILS GRADING AND DRAINAGE PLAN UTILITY PLAN UTILITY PROFILES UTILITY PROFILES UTILITY DETAILS UTILITY DETAILS PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN VRRM TABULATIONS DRAINAGE MAP HYDRAULIC CALCULATIONS BMP PLAN AND PROFILE BMP DETAILS SWM C PLAN AND DETAILS STORMTANK DETAILS LANDSCAPE LAYOUT AND MATERIALS PLAN LANDSCAPE PLAN LANDSCAPE DETAILS PHOTOMETRY PHOTOMETRIC RENDERINGS LUMINAIRE DETAILS ARCHITECTURAL ELEVATIONS ARCHITECTURAL ELEVATIONS SURVEY TOTAL SHEETS SUBMITTAL LOG . r. WPO/VSM P • 33 N LLJ z LU � r= z v! J _ � t--- :D Oho J LU z_ Q Ip H'w m Q V' z I� Uj Uj z z LU Uj Uj U) W SUBMISSION NO. DESCRIPTION RECIPIENT SUBMITTAL DATE 1 1ST INITIAL SITE PLAN ALBEMARLE CO. DEPT. OF 3/12/2020 SUBMISSION COMMUNITY DEVELOPMENT 2 INITIAL SITE PLAN WITH ALBEMARLE CO. DEPT. OF 8/20/2020 ARB UPDATES COMMUNITY DEVELOPMENT 3 1ST FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 9/9/2020 SUBMISSION COMMUNITY DEVELOPMENT 4 2ND FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 11/20/2020 SUBMISSION COMMUNITY DEVELOPMENT 5 IT 3RD FINAL SITE P LAN ALBEMARLE CO. DEPT. F 0 2 5/ 2021 / SUBMISSION COMMUNITY DEVELOPMENT 6 4TH FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 6 11 2021 / / SUBMISSION COMMUNITY DEVELOPMENT 7 5TH FINAL SITE PLAN ALBEMARLE CO. DEPT. OF 7/16/2021 TH OF SUBMISSION COMMUNITY DEVELOPMENT SIGNATURE SUBMISSION ALBEMARLE CO. DEPT. OF8 09/10/2021 COMMUNITY DEVELOPMENT 0/�o�zoz1 (8)D NIEL C. HYERLic. No. 45596 • 0 1 ' �1TiC� N SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT_ PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT OL. 'sl oN AL ��ati. APPROVED DCH SUBMISSION NO, 8 PROJECT 19 03600 T H E W 0 R K 0• LINE -I- GRADE GENERAL CONSTRUCTION NOTES: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED AS RELATIVE REFERENCES AND ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL MEASURES. 5. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS, BUILDING OCCUPANTS, VEHICLES AND PEDESTRIANS AT ALL TIMES IN ACCORDANCE WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES. 6. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES AND PEDESTRIANS. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK. SAFETY IS PARAMOUNT. 7. EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS AND SHALL NOT ENCUMBER THE OWNER'S OPERATIONS, SURROUNDING RIGHT OF WAY, OR ADJOINING GROUNDS. 8. ALL WORK AREAS SHALL BE CLEANED DAILY. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS ADJACENT TO WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES. 10. SECTION CUTS AND DETAIL CALLOUTS INDICATED IN THE DRAWINGS ARE TYPICAL FOR THE PROJECT. THEY ARE TO BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEY APPLY. 11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. 12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION. 13. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE. 14. ALL WORK SHALL BE LAID -OUT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRUCTION AND EXISTING CONSTRUCTION DESIGNATED TO REMAIN AS PART OF THE PROJECT. DO NOT START INSTALLATION OF WORK UNTIL LAY -OUT IS COMPLETE AND POTENTIAL CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED. 15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE. 16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE MATERIALS AND EQUIPMENT DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. 17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN. 19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER. 20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECT TO APPROVAL OF THE ENGINEER. 21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING CLEANING. 22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS. 23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL. MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE ACCESS PROCEDURES WITH THE FIRE MARSHALL. 24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS. 25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER. 26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES. 27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. WORK AREA PROTECTION AND MAINTENANCE: 1. CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, AND AS SHOWN IN THE DRAWINGS. 2. DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AS NECESSARY AND AS DIRECTED. SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32 3. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS. HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS. 4. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE. 5. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 6. MEASURES TO CONTROL EROSION AND SEDIMENT SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT FEDERAL, STATE AND LOCAL REGULATIONS. THE INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND/OR APPROVAL OF THE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE COUNTY OF ALBEMARLE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS. 7. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK. TOPSOIL SEED, FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. ALL EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED WITHIN 30 DAYS AFTER THE PROJECT IS STABILIZED. (MS-18) 8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION, PLANTING, EROSION AND SEDIMENT CONTROL, REFER TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 9. AN EROSION AND SEDIMENT CONTROL CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) IS REQUIRED FOR ALL LAND DISTURBANCE ACTIVITIES. 10. THE CONTRACTOR SHALL PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OF THE PROJECT; AND ROUTINELY CHECK CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS. UTI LITI ES: 1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION. 2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE 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 ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. 5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. 6. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART 11, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. EARTH WORK AND SITE CONDITIONS: 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1. 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 THE DEPTH OF THE FILL. 3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBEMARLE E&S INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER. 4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON ALL PAVED SURFACES. 6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED SURFACES. 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. 7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT 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. 8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 9. ALL STORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY. MAINTENANCE OF TRAFFIC: 1. A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD WITH VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. 2. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE COUNTY OF ALBEMARLE TRAFFIC ENGINEER. 3. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS. GENERAL NOTES 4. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE. 6. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6:30 AM TO 9:00 AM AND 3:00 PM TO 5:00 PM UNLESS DEEMED UNNECESSARY BY THE ENGINEER. SHORT PERIODS OF ONE WAY FLAGGING OPERATIONS MAY BE CONDUCTED OUTSIDE THE HOURS MENTIONED ABOVE. 7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FOR A SHORT PERIOD OF TIME, AS AT NIGHT, THE CONTRACTOR SHALL BACKFILL THE CUT AREAS ADJACENT TO THE BUSTING PAVEMENT WITH A 'FILLET OF MATERIAL'. THE FILLET SHALL BE COMPOSED OF THE SAME MATERIAL (EXCAVATION, BORROW, BASE COURSE, ETC.) ALL COSTS FOR PLACING AND REMOVING THIS FILLET OF MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER BID ITEMS OF WORK ON THIS PROJECT, AND NO ADDITIONAL CHARGE WILL BE ALLOWED. 8. EXISTING SURFACE, AGGREGATE BASE AND SUBBASE MATERIAL WHICH WILL BE DEMOLISHED OR OBLITERATED DURING CONSTRUCTION AND WHICH IS SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINED BY THE ENGINEER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF TRAFFIC PRIOR TO THE USE OF COMMERCIAL MATERIAL. WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM, THE REMOVAL AND SALVAGING OF EXISTING SURFACES AND AGGREGATE BASE AND SUBBASE MATERIAL WILL BE MEASURED AND PAID FOR AS REGULAR EXCAVATION IN ACCORDANCE WITH SECTION 303 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 9. CONSTRUCT ALL INTERSECTIONS AND DRIVEWAYS UNDER TRAFFIC. 10. IF USED, TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE MOTORING PUBLIC. 11. CONTRACTOR SHALL NOTIFY TRANSIT PROVIDERS A MINIMUM OF TWO WEEKS PRIOR TO ANY IMPACT OR DISRUPTION TO REGULAR SERVICE OR STOPS. 12. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS (IF USED) SHALL BE ERADICATED. 13. INSTALLATION AND REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SECTION 6G.25 OF THE WORK AREA PROTECTION MANUAL. 14. USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED. 15. CONTRACTOR SHALL ASSURE ENDS OF TEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES. FIRE PREVENTION: 1. SMOKING SHALL ONLY BE ALLOWED IN DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE FIRE PREVENTION CODE. 5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. CONCRETE AND ASPHALT: 1. 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. 2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS. 4. 1/2 " PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, 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. DEMOLITION AND DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. 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 AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR. MISCELLANEOUS: 1. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 2. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580x131. 3. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 4. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 1�6 292 0'pl� 22 z "1 BENCHMARK TIE -DOWN 1= 20': 0 20 40 GENERAL SURVEY NOTES: TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY (SEE ATTACHED SURVEY) BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED) VERTICAL: NAVD-88 (GPS DERIVED) BENCHMARKS: (SEE IMAGES ABOVE) 5f, v % i 393.597.50 ' E. 1I5011F 13.09 RIVAN NA WATER & SEWER AUTHORITY (RWSA)_ GENERAL WATER & SANITARY SEWER NOTES: 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE -UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. Gj 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. �2 I •z.�L 1 uj Z J N W z W j= z 0_ v! > O W nr z_ Q O LL W m Q z L1G uu uj z C7 z t.0 _ / W 0 z 0 U f� v! z 0 U J Q W z �W V H OF �r1A �O O 0 11012021 v DANIEL C. HYER a Lic. N0. 45596 a . G r )rt�l d� 10NAL B� APPROVED DCH SUBMISSION NO. 8 PROJECT 1903600 T H E W 0 R K O F LIME 1- GRADE PROPOSED LEGEND EXISTING .--S SANITARY CENTERLINE W WATER CENTERLINE STORM SEWER GAf»S GAS LINE UGE UNDERGROUND POWER Comm UNDERGROUND COMMUNICATIONSF_ ' OVHD OVERHEAD UTILITY CONTOUR LINE --- -- 32 382 CURB/CURB AND GUTTER SPILL CURB WITH TRANSITION AREA PAVEMENT MARKING LINE BUILDING LINE BUILDING OVERHEAD/PROJECTION WALL TREELINE PROPERTY LINE - - - EASEMENT LINE BUILDING SETBACK LINE ------------- -- - - - - - - - - - - - - - - - ROAD CENTERLINE _71 - - CHANNEL CENTERLINE -- - BERM CENTERLINE LIMITS OF DISTURBANCE LOD -- DRAINAGE DIVIDE UTILITY POLE ► - - -► ADA ACCESS PATH AND LANDING DETECTABLE WARNING STRIP =:=lt-€L SIGN -- 12 <4> PARKING/HANDICAP PARKING COUNTER ! = i 5 ENTRYWAY/INGRESS/EGRESS SYMBOL TREE 5 0_� SHRUB CONCRETE BMP RIPRAP MANAGED STEEP SLOPES ABBREVIATIONS AC ACRES LP LOW POINT ADJ ADJUST LVC LENGTH OF VERTICAL CURVE APPROX APPROXIMATE MAX MAXIMUM BC BACK OF CURB MIN MINIMUM BLDG BUILDING ME MATCH EXISTING BM BENCHMARK NIC NOT IN CONTRACT BVCS BEGIN VERTICAL CURVE STATION N.T.S. NOT TO SCALE BVCE BEGIN VERTICAL CURVE ELEVATION OC ON CENTER BW BOTTOM OF WALL OD OUTSIDE DIAMETER CL CENTERLINE O/S OFFSET CF CUBIC FEET PC POINT OF CURVATURE CG CURB AND GUTTER PCC POINT OF COMPOUND CURVATURE CONC CONCRETE PI POINT OF INTERSECTION D OR 0 DELTA ANGLE PRC POINT OF REVERSE CURVATURE DIA DIAMETER PROP PROPOSED EC EDGE OF CONCRETE PT POINT OF TANGENCY EG EXISTING GRADE PVC POINT OF VERTICAL CURVATURE EL/ELEV ELEVATION PVI POINT OF VERTICAL INTERSECTION EP EDGE OF PAVEMENT PVT POINT OF VERTICAL TANGENCY EVCS END VERTICAL CURVE STATION R RADIUS EVCE END VERTICAL CURVE ELEVATION ROW RIGHT-OF-WAY EX EXISTING SAN SANITARY SEWER FG FINISHED GRADE SD STORM DRAIN FND FOUNDATION SF SQUARE FEET GRVL GRAVEL SMH SANITARY MANHOLE HC HANDICAP STA STATION HP HIGH POINT SW SIDEWALK ID INSIDE DIAMETER TC TOP OF CURB INV INVERT TEMP TEMPORARY LAT LATERAL THT THROAT LF LINEAR FEET TW TOP OF WALL LOD LIMITS OF DISTURBANCE TYP TYPICAL WSEL WATER SURFACE ELEVATION RIGHT TURN LANE WARRANT ANALYSIS Location: US 29 Entrance Roadway Classification: 4-lane roadway Use Fig. 3-27, RDMAppx. F PHV into proposed site: 38 VPH From ITE Trip Generation PHV Right Turns into entrance: 20 VPH 50% trips IN from US 29, plus 100% trips IN for parcel32-38A (shared entrance) Approach Daily Volume: 39000 AADT published by VDOT, 2019 K Factor: 0.0968 Directional Factor: 0.5314 Total Approach PHV (Current): 2006 VPH ADTxKxD Design life: 20 Years Percent Growth: 1.2% Based on 2018 to 2019 data Total ApproachPHV(Design): 2526 JVPH Current PHVx(1+%Growth) ^Design Life Treatment Determined: Taper Required Existing turn lane at this entrance will be maintained. 120 100 0 cc LK. 8 E4 to Z lc s'r- > 40 tE WATER DEMAND CALCULATIONS: TOTAL WATER DEMAND ESTIMATE- CONVENIENCE STORE FIXTURE FIXTURE VALUE 60PSI' NO. OF FIXTURES FIXTURE VALUE TOTALS BATHTUB 8 BEDPAN WASHERS 10 BI DET 2 DENTAL UNIT 2 DRINKING FOUNTAIN -PUBLIC 2 KITCHEN SINK 2.2 LAVATORY 1.5 SHOWERHEAD (SHOWER ONLY) 2.5 SERVICE SINK 4 TOI LET - FLUSH VALVE 35 - TANK TYPE 4 URINAL - PEDESTAL FLUSH VALVE 35 - WALL FLUSH VALVE 16 WASH SINK (EACH SETOF FAUCETS) 4 DISHWASHER 2 WASHING MACHINE 6 HOSE (50 ft WASH DOWN) - V2 in. 5 - 5/8 i n. 9 - 3/4 in. 12 0 0 0 0 4 8.8 6 0 8 175 0 70 0 8 2 0 0 0 12 1 2 4 4 2 5 2 2 1 1 jVALUES FROM AWWAM-22WORKSHEET COMBINED FIXTURE VALUE TOTAL= 293.8 ESTIMATED DEMAND=� 70 IGPM FROM AWWA FIG. 4-2 WORKING PRESSURE AT METER DISCHARGE = 100 PSI PRESSURE ADJUSTMENT FACTOR= 1.34 FROM AWWA TABLE 4-1 CUSTOMER PEAK DEMANDxPRESSURE ADJUSTMENT FACTOR, GPM = 93.8 IRRIGATION DEMAND TO BE MET WITH SEPARATE METER FOR IRRIGATION ONLY FIXED DEMAND ADDITIONAL FIXED LOAD, GPM = 0 TOTAL WATER DEMAND ESTIMATE SUM OF FIXTURES, IRRIGATION, AND FIXED DEMAND, GPM = 93.8 METERREQUIRED= 11/2" POSITIVE DISPLACEMENT TOTAL WATER DEMAND ESTIMATE- CAR WASH --- -- -- t0'0 ESTIMATED DEMAND = 45 GPM BASED ON DEMAND DATA FROM EXISTING SHEETZ CAR WASHES PHV APPROACH TOTAL, VEHICLES PER HOUR PRESSURE ADJUSTMENT FACTOR = 1.34 FROM AWWA TABLE 4-1 RIGHT TURN LANE WARRANT ANALYSIS CUSTOMER PEAK DEMAND xPRESSURE ADJUSTMENT FACTOR, GPM = 60.3� Location: Route 649 Entrance TOTAL WATER DEMAND ESTIMATE Roadway Classification: 4-lane roadway Use Fig, 3-27, RDMAppx. F SUM OF FIXTURESAND FIXED DEMAND, GPM = 60.3 PHV into proposed site: 38 VPH From ITE Trip Generation METER REQUIRED = 11/2" POSITIVE DISPLACEMENT PHV Right Turns into entrance: 22 VPH 50% trips IN from US 29, 100 o trips IN from VA 649 Approach Daily Volume: 8700 AADT published by VDOT, 2019 TOTAL WATER DEMAND ESTIMATE - IRRIGATION K Factor: 0.0873 Directional Factor: 0.5632 Total Approach PHV (Current):1 428 VPH ADTxKx D Design life: 20 Years Percent Growth: 1.2% Based on 2018to 2019 data Total Approach PHV (Design): 539 VPH Current PHVx(1+%Growth) ^Design Life Treatment Determined: Radius (No turn lane ortaper)l 12 .<!,'� iii s;� i, ;r!/%�..M %,. ✓'/%%' %rn#srr%�/ <<w%� I'."-ril� ._//%/i.r • //;: 100 cc n 0 6 101� 8i 0 Z 60 i� I- 40 Ft > rx. 20 200 400 600 800 1000 1200 1400 PHV APPROACH TOTAL, VEHICLES PER HOUR IRRIGATION TOTAL IRRIGATION AREA= 8200 ISF NUMBER OF IRRIGATION SECTIONS= 82 (100 F72 SECTIONS) IRRIGATION SYSTEM TYPEI ROTARY IRRIGATION FACTOR 0.40 IRRIGATION DEMAND (NO. OFSECTIONSx IRRIGATION FACTOR) GPM = 32.8 HOSE BIBS QUANTITY DEMAND 1/2" BIB 0 0 5/8" BIB 0 0 3/4" BIB 0 0 TOTAL WATER DEMAND ESTIMATE TOTAL IRRIGATION DEMAN D (IRRIGATION + HOSE BIBS) GPM= 32.8 METER REQUIRED 1" POSITIVE DISPLACEMENT PARKING TABULATIONS: PARKING REQUIRED CODE REF USE REQUIRED RATE QUANTITY REQUIRED SPACES 18-412 6 RESTAURANT 13 SPACES/1000 SF OF RESTAURANT GFA 1,531 20 FOOD STORE1 SPACE/200 SF OF FOOD STORE GFA 4,546 23 TOTAL REQUIRED -43 HANDICAP REQUIRED 2 INCLUDED AREAS (SEE IMAGE BELOW FOR AREA BREAKDOWNS) 1 KITCHEN AREA, SEATING, AND RESTROOMS 2ALL REMAINING AREAS (SALES FLOOR, VESTIBULES, WALK-IN TAKE-OUT COOLER, CHECK-OUT, ETC) PARKING PROVIDED CODE REF SPACE TYPE ACTUALSPACES PROVIDED CALCULATED SPACES KITCHEN 445 SF Z�C 4 FRONT VESTIBULE 137 SF SEATING 692 SF iiCHECK-OUT- AND SBC 314 SF STANDARD 44 44 HANDICAP 2 2 TOTALS 46 46 I UTILITY ROOM CLEANUP/WORK ROOM ' 331 SF 447 SF ' _I ' F ID 52 SF LK-I N WALK-IN COOLER FREEZER 139 SF 117 SF BEVERAGE COOLER 174 SF i i i • SALES FLOOR 1,953 SF FLOOR AREA USE: RESTAURANT = 1,531 SF (KITCHEN AREA, SEATING, AND RESTROOMS) F RESTROOMS VESTIBULE 67 SF WALK-IN TAKE-OUT COOLER 258 SF FLOOR AREA USE: FOOD STORE = 4,546 SF ALL REMAINING AREAS (SALES FLOOR, VESTIBULES, COOLERS, CHECK-OUT, ETC.) l 1 SHEETZ CONVENIENCE STORE FLOOR AREA USES FIRE FLOW TEST INFORMATION ' HYDRANT LOCATION Airport Rd/Rte 29 (HYD#12123) HYDRANT ELEVATION 556 RESIDUAL PRESSURE 42 PSI NEEDED FIRE FLOW CONSTRUCTION TYPE/USE NEEDED FIRE FLOW IB/BUSINESS AVAILABLE FIRE FLOW ;,,>,.<, ;,,, ,,;,., ;-f,,<s>', s:oFs•:f �: ,,,, , STATIC PRESSURE 101 PSI FLOW AT 20 PSI RESIDUAL PRESSURE (Q20) » »',f,=' :�;.;> ::'€<, •=s F ,_..: , , . - - �� - FLOW 2672 GPM *IN ACCORDANCE WITH APPX. BOFTHE ITC n UTILITY DEMAND NOTE: ALL VALUES ARE DETERMINED FROM EMPIRICAL UTILITY DATA FROM EXISTING SHEETZ STORES. WATER STORE: s" DEMAND = 80 GPM @ 45 PSI MIN. PRESSURE _. - : s--, Ai'8f =<•.,,, .=z, _<..,,- MIN. SERVICE LINE SIZE = 2" CAR WASH: DEMAND = 45 GPM @ 45 PSI MIN. PRESSURE _. _. ._..... M.>�. , . MIN. SERVICE LINE SIZE = 2" SEWER c o=Y b,1 wd t'r 4l:f rw vx4uu STORE: Fipry 4>2 WApr 11" OwOaml gef fixture wi ass - iow r,noivIt AVERAGE FLOW RATE = 3,000 G PD 2 x 6" LATERALS 1 x 4" LATERAL FROM GREASE TRAP EXISTING ITE TRIP GENERATION WEEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT QTY OF UNITS TRIP REDUCTION* % IN % OUT IN OUT TOTALTRIPS ANIMAL HOSPITAL/VETERINARY CLINIC 640 1,000 SF - 2.24 - - 4.72 - - 6 5 11 HARDWARE/PAINT STORE 816 1,000 SF 51.29 1.14 60% 23 4.84 47% 53% 1 1 2 VARIETY STORE 814 1,000 SF - 1.08 60% - 6.82 - - 2 1 3 SINGLE TENANT OFFICE 715 1,000 SF 11.57 1.01 - 12 1.74 15% 85% 0 2 2 SINGLE FAMILY HOMES 210 1 Dwelling Units 9.57 1 - 10 1.00 63% 37% 1 0 1 SITE TOTALS = 45 10 9 19 CAR WASH: AVERAGE FLOW RATE = 4,000 GPD 2 x 3" AND 1 x 4" LATERALS INTO 2 x 1,500 GAL RECLAIM TANKS 1 x 4" LATERAL FROM RECLAMATION TANKS ELECTRICAL STORE: 120/208 V, 3 PHASE SERVICE 1200 AMPS CAR WASH: 120/208 V, 3 PHASE SERVICE *Note: all land uses in the 800and 900series are entitled to a passby trip reduction of 60106 if less than 50,OOOSF or a 40% reduction if greater than or equal to 50,OOOSF. 400 AMPS MIN. 150 KVA TRANSFORMER PROPOSED ITE TRIP GENERATION WEEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT QTY OF UNITS TRIP REDUCTION* % IN % OUT IN OUT TOTALTRIPS CONVENIENCE MARKET W/ GAS PUMPS 853 1,000 SF 845.60 2.43 60% 821 50.92 5(% 50% 25 24 49 FAST FOOD W/ DRIVE THRU 934 1,000 SF 496.12 1.39 60% 276 33.84 52% 48% 10 9 19 AUTOMATED CAR WASH 948 1,000 SF - 1.02 60% - 14.12 - - 3 3 6 SITE TOTALS = 1,097 3$ 36 74 *Note: all/and uses in the 800and 900series are entitled to a passby trip reduction of 60•0 if less than 50,000SF or a 40% reduction if greater than or equal to 50,OOOSF. EXISTING ITE TRIP GENERATION (for TMP 32-38A, utilizing shared entrance) WEEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT QTY OF UNITS TRIP REDUCTION* % IN % OUT IN OUT TOTALTRIPS Building Materials/Lumber 812 1,000 SF 45.16 2.00 60% 36 4.49 47% 53% 2 2 4 Hair Salon 918 1,000 SF - 4 60% 1 - 1 1.93 - - 2 1 3 SITE TOTALS = 1 36 1 4 3 7 *Note: allland uses in the 800and 900series are entitled to a possby trip reduction of 60106 if less than 50,000SF or a 40% reduction if greater than orequal to 50,000SF. FOR 'DOT USE ONLY' 1500 GPM 3,171 GPM Recommendation € n Exception Regve5t n Approvx,,14 ..oeny�F ' �t�;, s,� Ffi/2 Area Land U!e Engineer orNara€� Atkf r J V s, it�at'Fa€fCs: 4 r =('trrrFr ss,'F'Ff1 ,zia ra3=> I a:l 'lFi rr�cFslsE:cs€s uai d on the i 0,i„ ofiif itice I€,c;Aif3r, os d€ataZF"ce ffom the js ?Yts;=2 imi7t''d and I:r:;aiz>d by pfopi3 ,f s f ii:lu:ed,;iYF'r-, , H, Tr"(° Cl0rswiro Irr tic=€; i;'In i,>Q£wti££ den€'A `s £1 €5 a ;€Fi3€'s-t,•% =3ffFFitf„€C€ i asfitfance, 3. Tho xa>tia; nghii mrn l:i w h,-F,; aLrppt: bi to dw,ciF €icy. y4I'sC'<it4' �,31<.tf€ (th€3iiy,�Il ft=,si, }sE:: ii'ss,3rt3°d4�tJ}'.Jill £ff£}%i;.:, (; iii(: „C';��f"Fi£"'ta J (sT €?sE £:Yi€i'%i'si£s> F"Y>tn# °+>r,` r:1;•.t£.�3;;3i)s;'tEil£,:fl. I Exce ati€'n Request Acti rf Apprrx ri � I a aasi ti <{.... Date: w District Admini;tf ator or Desi�aa�e> M€€aw (aud po'shigm i1" Dv� 5i aaee) .��.,.,»,>,�,.,.H . �»»»a„A..,...»,�,�,..o."�o:, s<a x»:>i>,nsw>.,.»;:t�i,�a'c i�s�«ss iss«,�s..us>rN, •�i�ir" „ „ „ „> ^: r^;':, s � 4 Lk ,., fAgti£t Stoff: Pli.'ww o pria£l d,')py r;>F s�,,,l;;., ,,,, ,,,,,,,, ;s .,:�,s sH.�„°,�,.,,,»�w,n CL n AM-E REQUEST APPROVAL CONDITIONS 2 Uj z J N W Q W =z� t� > O 0 J W Q J nro z_ Q O �" w 00 Q �,,,,AZ,TH OF �r{A O 0 11012029 DANIEL C. HYER Lic. No 45596 a r ��l SI ON AL E� APPROVED DCH -�IJO 1IISSIGN NO. 8 PRO"IFCT 1903600 I ICE WORK OF L 1 N E I G R A D E COn2 �U \,z"UNAUt, L; ; , A6 'U',zimUNAL't� LLU Z;I/ f '11-11'L -I I I hC, 1, 12 -Ji OF. 771"V511111"T (2F R G, �//V r"'N X-4 X-5 (EX. VZ)O/"' ES-1) 16 TOP- 541.64 .. .. . . .. ..... ....... . .. ... INV OUT 5J8.82 . ......... ................... ........... .......... .. ..... . . ................ . .. ..... .... ................. . ..... . INV. OUT., 529.19 ...... ...... . ........... EAST W M SERVING EX. BUILDINGS ON SITE TO BE ABANDONED IN PLACE. T ACRES 1?0,4D CONTRACTOR SHALL: Aff'R01y- ROW W IOrN.AIRFOR -01: 1 1. CONFIRM THIS IS THE CORRECT METER : 2. COORDINATE INSPECTION WITH RWSA .. ......... .... ..... .. IN ADVANCE OF WORK ................ A. W RL A T� 3. REFER TO NOTES ON SHEETS C0.1 & C6.0 FOR OTHER REQUIREMENTS Ex ROW ELEC. a POPIERESia-IIT D. 9-553 P. 167469 /IY ZA o i 5" 1 , 5 -'yon- -2 0�� EXISTING CONDITIONS AND DEMOLITION PLAN 1" = 20': 7� 20 40 .. .. ...... . .. ... ...... X, ........... . ............ ........... ......... IJ ........... -, -"-, (-' ....... ..... Z . ...... REMOVE EXISTING TREE .......... • .......... ................ . . ........... .................................. . .. . .............. ...... . .................................. ............... ...... z-'t- 30-9 ........................ ..... . ........ IV, 55 002'J6" w X-2C' 27(, SOIL LINES AND LABELS 9��i,�"'v) fit.39359ZA 7.50 TOP: 546.60 62,65 At" VI: E.- 115014 /J. 09 5 1AIV. CUT: 5 54-2. � 2 FZ E-*V- 547.89 — 2 SOIL LEGEND MAP UNIT SYMBOL MAP UNIT NAME HYDROLOGIC SOIL GROUP 21B CULPEPER FINE SANDY LOAM, 2-7% SLOPES B 27B ELIOAK LOAM, 2-7% SLOPES B 88 UDORTHENTS, LOAMY, 2-25% SLOPES D 0 0 7; N LLJ < LLI z 0 Cn rr, 5; n C) C-L � < < LLJ z 0 nr ::D o-,, C) Cn w �z< j LLJ 0 2 U) 0 Lu r) m i U) ry-- < z < 0 0 C) 0 z F- (f) X uj Op O 011qlwl DANIEL C. HYER Lic. No. 45596 0 Pry 10PIAL APPROVED DCH SUBMISSION NO. 8 PROJECT 1903600 THE WORK OFI LINE --i- GLADEI -, Z- xx-12 xXxXv: ... .......... -el .. ... . .... ..... . . .. ... ............. :X' X� rr) . .......... 9. R 16 0 PASSENGER CAR, >l FOR REFERENCE fi Si 4" WIDE SOLID DOUBLE YELLOW 24" WIDE WHITE STOP BAR SEE TTC C FOR WORK ON SHOULDER WITH MINOR ENCROACHMENT MILL AND OVERLAY AREA SEE DETAIL 6/C4.2 j ... .. . ...... J-1 5' if rf�fr "'J If j 6,5) f V Qj . ..... . ..... — a E t f ! vy ID R ... ...... ...... ........ ... .. 05- ........... gg VIDE WHITE STRIPING (TYP) ,EX. OOTDR1411\1, ER11T ------------- - > FRO,,I, #06149-002-1,53 . ... ........... APART .... . . . ... !- - I '.: t . . f J ................ 4 . .... . Q9 4" WIDE STRIPING 2 TYP) 'A r . .............. ............... . . ... ... ..... - 4 WIDE, 2'STRIPE/6' GAP WHITE LANE LINE 4; > x SWEPT PATH OF VEHICLE 24" WIDE WHITE STOP BAR. 4 . .. ..... . -, ................. WHEEL PATH OFVEHICLE .... ...... ....... ...... ....... HANDICAP STRIPING TO COMPLY WITH LATEST ADA STANDARDS SIPRIN710E ✓ A /*✓ ✓ II . . ................................ ...................�...........�..�.. .... .. ..I T' ....... MIEI InArINIrANIn -....................... ........................................................................................... .................. .............. ... 10, 1 QN C3 Q) Q) J 24:0 Q) z LLI uj z z uj ,N,T H OF Gf ovl012021 DANIEL C. HYER Lic. No. 45596 IONAL APPROVED DCH SUBMISSION NO, 8 PROJECT 1903600 T H E W 0 R K 0 F LINE .-I- GRADE C3.0 560 550 -1+bO -1+UU -U+bU ' 1fi � • ,'f i 3 STATE ROUTE 29 INTERSECTION SIGHT DISTANCE �2\ 1 = 20. 0 20 40 540 535 530 525 -5+00 -4+50 -4+00 -J+bU --�3+uu -:Z+!DU -2+uu-1-+-!Du -1-tuu -u+ou 4- STATE ROUTE 29 INTERSECTION SIGHT DISTANCE PROFILE H. 1 = 20. 0 20 40 V: 1" = 4': 0 4 8 •J Gv.t.�: � :.i:l': r�]!'tt�4'C, 4 uj I z ,lit Lu z 5 ez SS ri S � 5 Y S } i W S 560 555 550 545 0+00 0+15 140 OF �35 �QLTH OF krp, �O 0 0 11012021 DANIEL C. HYER 9 Lic. No. 45596 � C 130 `ql oN AL Eta%� APPROVED DCH NOTES: SUBMISSION NO. 8 P25 PROJECT 1903600 1. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE -I H E W 0 R K 0 (- MAINTAINED IN AREA BETWEEN 2 AND L I N f GRADE 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND 0+00 0+10 ACCOMMODATE PEDESTRIANS cL C3ml Page 6H-16 April2015 April2015 Page 6.H-17 Page 611-78 September 2019 September 2019 Page 611-79 li.! �I:�iL YIiP(F;IJt, L�l: O Typical Trafl"ic Control Skoulder Operation with 11inor.Encroachinenl (Figure ll'C-5.I) N _jT,S Standard 1. For re uit�ed sl n tssethl7rlles fi r lttulti late ruadrrta s seeMote 1 'l'":[g Guidance 2. Sign spacing should be 130W--1 SOU' for Limited Access highways, For all other r•oadc ways, the sign spacing should be 50O'-800' Where the posted speed lintlt is greater than 45 nij.A, and 350- 00' where the posted speed limit is 45 mph or less. 3. When ivork takes tip part of a lane on a high volute roadway; vehicular traffic volumes, vehicle mix, .. speed and capacity s{wtrCd lrc analyzed t determine itlict{a r the c l lane s h�• r 1 1 v o e h rffectec c c. {could . c closed. Unless the lane encr•oac Brent analysis permits a remaining lane vvidth oj� lO feet, the lame should be closed. .If the closure operation is on a Limited Access• highway, the minrrmun lane width is 11 feet. Option: 4. The ROAD WORK Atl:EAD (W20-1) sian on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance war roll sign prior to thisactivity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution niode, or at least one high - intensity ainber rotating, flashing, : oscillating light shall be parked 80' - .120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber -rotating,flashing,,oscillating lights. Vehicle hazard warning signals can be used to supplement ;.: g 1; g g pp high -intensity amber rotating, flashing, off` oscillating lights. 7. Taper length (L) and channelizing device spacing shall be at the following: Taper Length (L) Speed Limit Lane Width (Feet) (mph) 9 10 11 12 25 ,95 '1Q5 115 ' 125 30 135 150 165 180 35 1;8505 225 24� 40 240 270 295 320 ll505 450 '495 540 50 450 500 550 600 55 45 550 605 660 60 540 600 660 720 65 585 65Q 715 780 70 630 1 700 770 840 MiriEmurr :taper lenOf for l.irr reed Access highways shail.e 1000;feet. Shoulder Taper = % L Minimum On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 8. The buffer space length shall be as shown ill 'fable 6H-3 on Page 6.H-5 for the posted speed limit. 9. A. truck -.mounted attenuator (l MA) shall be used on Limited Access highways and inulti-lane roadways with posted speed limit equal to or greater than 45 inph, .10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1-4/1/2015 TTC 5.1 Shoulder Operation with Minor Encroachment (Figure 'l TC-5.1) G20-2 (V) 80' - 120* SHADOW VEH1CL.E REQUIRED m- TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING, AMBER (CAUTION: MODE) SEE NOTE & TYPE B OR SEE NOTE 7 CHANNELILING DEVICES SPAOING SEE NOTE '7 SEE (MOTE 2 W21-5bR W20-1 Typical Traffic Control Sidewalk Clomire artd 13jypass Sidewalk Operation XX NOTES Standard: 1. When crosswalks or other pedestrian facilities are closed or relocated, temporary facilities shall be detectable and shall include accessibility features consistent with the features present in the existing pedestrian facility. Guidance: 2. Where, high speeds are anticipated, a tentporary trcl%Pic barrier and, if necessary, a crash cushion should be used to separate the terriporrtr v,sideyvatks front vehicular traffic. I Audible information devices should be considered Where midblock closings and changed crosswalk areas cause inadequate communication to bepr•ovided to pedestrians who have visual disabilities. 4. Temporary markings should be consideredfin- operations exceeding three days in duration. Option: 5. Only the TfC devices related to pedestrians are shown. Other devices, such as lane closure signing or ROAD NAR1tOWS (W5-1) signs, may be used to control vehicular traffic. 6. For nighttime closures, Type A Flashing warning li htg s may be used on barricades that suPport signs and close sidewalks. 7. Signs, such as KEEP RIGHT (R4-V7R) and KEEP LEFT (R4-V7L), may be placed Along a temporary sidewalk to guide or direct pedestrians. Standard: 8. All sidewalk closures shall be closed with TvDe 3 Barricades. 4. SID-9tWAL C'L l✓D _(lt9 i 0 2. Revision 2 - 9/1/2019 TTC 35.0 Sidewalk Closure and Bypass Sidewalk Operation .SIDEWALK DETOUR 2: Revision 2 -- 9/1/2019 3�3k �� r Iola 7iSY k10 A IYMAON F;O-0 eta..�e.., 7 3(LEa�hL �lGU6, 11 R9-11aL rsc`ss "ter..... ' 1 Am TYPE 3 BARRICADE SIDEWALK DIVERSION TEMPORARY TRAFFIC LV0 ION B S SEE NOTES 6�7 CONTROL SIGN LEGEND WORK ff G20-5aP (36" x 24") O ROAD WORK W20-1 AHEAD (36" x 36") OK RIGHT SHOULDER W21-5 b R ,CLOSED (36" x 36") END ROAD WORK G20-2A (48" x 24") oil R 9 9 4 2(- (30" x 18") 2�L SIGN LEGEND v J Q LU N LU LUOz_ Q � =z0 z �' o C) z U O~o w U rro Cn U J z w Q � aC H W n m Q Q O r 2 LL.I DF l'r� �o O O V%,/2021 p DANIEL C. HYER 9 Lic. No. 45596 !ORAL E� APPROVED DCH SUBMISSION NO. 8 PROJECT 1903600 T H E W O R K O F LINE ..I.. GRADE Page 6I1-i8 September 2019 September 2019 Typical Traffic Control Shoulder Closure with Barrier Operation NOTES Guidance: 1. Sian spacing should be 1300'4500` for Limited Access highways. For all other roudwcty:s, the :sign spacing should be 50W-800` tvltere the posted speed limit is greater than 45 rnph, and 35W-500' where the posted speed limit is 45 mph or less. Standard: 2. On divided highways leaving a median wider than 81, right and left sign assemblies shall be required. 3. Croup 2 Channelizing device spacing shall be at the following: 4. The minimum length for a shoulder taper shall be 360" on Limited Access highways, and L for all other roadways (see Note 7 of TTC-5 for values of L). 5. When the barrier transition slope is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line slope, 6. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b Where cut la drainage < c. t slope exists, bury barrier into cut slope and provide for draival,e as needed, c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A- 4 in Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuator service "Type 1 or "Type Il. shall be used. Contact L&D Standards/Special Design Section for approved attenuators. 7. Barrier panels 8 inches in width and 1.2 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition ar taper sections and spaced on 80' centers along the parallel or tangent sections. Refiectorized surface shalt be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type 6 flashing light. Barrier delineators shall be installed along the traffic cede of the concrete b eerier% Barrier dehnafcJts sle,l,kte sppej,Un 2(l" tnttafs along tlie,>ranslittrzt or, taper 4ec3clnS knee trpac€( sfn f#(i' centtars in-between the barrier panels approximately 24 inches up from the roadway surface. Option: 8. The barrier shown hi this typical application is an example of one method that may be used to close a shoulder of long-term project. 9. Tile RIGHT StIOULDER CLOSED (W21-5aft) sign may be eliminated from all roadways except Limited Access highways. Guidance: 10. If clr fivers cannot see et pull -off area beyond the closed .shoulder, irlbrination regarding the length rqf the shoulder closure .shall be provided in feet or miles, as appropriate. 1.1, An emergency pull-oJf urea should be provided per Section 6G.18 rind Teinporary Tr•c}fic Control Figure TTC-8. 0 1: Revision 1 - 4/1/2015 2: Revision 2 - 911/2019 TTC 6.2 Page 6171-40 Typical Traffic Control Outside .Lune Closure Operation on a Four -Lane Roadway NOTE, September 2019 Standard: 1. On divided highways having a median wider than 81, night and left sign assemblies shall. be required. Guidance: 2. Sign spaeirig sltoulcl be 1300`-1500'far Lirrtited ,4ceess highwcrvs. For all other roudwgys, the ,sign spaein- should be 50W-800' where. the postecl speed limit i.s grecrter• tltatt 45 inph, crud 350'-500' where flu pvstccl spcctl lrrnu is 4s mnplr or less 3 I*i'lr�tt closttt� ct curie, tt l'C ti4"S ,s1t�?at�irr be u�e� rrt ctclf�lttrc �, clt�rp fir s f,lyur nxtx�T sesfrr {fcitZ, c� tJrcr ��ft,,�act� slg�s curalaczt be ttrstrriterl � . 4 Care should be exercised when eslablishing the limits qf lire ivorkzone to insure maximum possible sight distance in advance c f the transition, based on the posted speed limit and at least equal to or greater titan tltc; voices in :1.'crble FH-3. For Limrtited Access higltsi em};s ce ntirtirrtmrrt c�/ 10(10' is clesirecl. 5. All vehicle•%•, equipment, workers, and their activities :should he restricted to one side cf the pavement. Standard: 6. t aper tengm tu) ana caannenzeng aevice spacing snau ue at the iouowing: Taper Length L Speed Lane Width (Feet) Speed Lane Width Feet Limit 9 10 11 12 Remarks Limit 8 10 11 12 Remarks mph} (mph) 25 95 10; 115:„. 125 t S3V7(50. 5Ct 450 i 5QQ a z0 600 L SW 30 135 150 165 180 L=S1W160 55 496 550 605 660 L= SW 35 18.:5 205 22S : 245 ''. L S. rust}„ 80 540 B00 : 660 72{1 L St`1 40 240 270 295 320 L=S'W/60 65 585 650 715 780 L=SW 45 4()5 450 495> 54tk L=SV±t . < 70 630 !QO 770 ' :8gt7. L SW Limited Access highways shall use a 1000' merging taper regardless of the posted speed. Sf .f..ttn . Ta "ems spe.Tabte 6Ff»' Shoulder Taper M'/3 L Minimum 7. Channelizing device spacing shall be at the following: Channelizing Device Spacing Location Spacing Speed Limit ntpti} Q>.35 3fr1 ...; Location Spacing Speed Limit (Mph) 1 ocaiion Spacing; Speed i»tmat' (mptt 0 -35 36 + 0 »35 36 Transttiott E} 4, , Travelwa 40' 80 �:consti6d6fi Access 80" 12t} "Construction access spacing may be increased to this distance, but shall not exceed one access per mile 8. An arrow- board shall be used when a lane is closed. When more than one lane is closed, a separate arrow, board shall be used for each closed lane (see Figure TTC-18). 9. The buffer space length shall be shown in Table 611-3 on Page. 611-5 for the posted speed limit. 10. A shadow vehicle with either a Type B or C arrow board operating in the caution txtode, or at least one high intensity amber rotating, flashing, on oscillating light shall be parked 80'-1201 in advance of thefirst work crew. When the posted speed limit is 45 mph or greater, a truck - mounted attenuator shall be used. It. Vehicle hazard warning signals shall not be used instead of the vehicle's high -Intensity amber rotating, flashing, or' oscillating lights but can be used to supplement the amber rotating, flashing, on oscillating lights. 12. When a side road intersects the highway within the'T'TC zone, additional TTC devices shall be 1: Revision] -- 4/112015 2: Revision 2 - 9/t/2019 TTC 16.2 2: Revision 2 --- 9/ t/2019 September 2019 Shoulder Closure with Barrier Operation (�`tgtlz'k S'TC;ti ) 500'+ G20-2 (V) TRAFFIC BARRIER Page 61-1-19 ,BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR TYPE B WARNING LIGHT ARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR 11*4 . 9 i 19 7, f BARRIER TRANSITION SLOPE RATIO IM NOi FOR GROUP 2 1 DEVICE SPACING wo / - SEE NOTE 3 �( TYPE B �, - ,-WARNING LIGHT GUARDRAIL '^ SEE NOTE 6 i W21-5aR SEE NOTE 1 f W16-VP1 OPTIONAL SEE NOTE 10 SEE NOTE 111::><,.. t W21-5bR SEE NOTE 1 ,. Itltr% W20-1 Outside Lane Closure Operation on a Four -Lane Roadway N - 500' SHADOW VEHICLE 2: Revision 9/l/2019 ILLUMINATED FLASHING (AMBER CAUTION MODE TYPE B OR C ILLUMINATED FLASHING ARROW BOARD TYPE C W9-2L WcJ-3R Page 6FI41 Page 611-1 14 September 2019 Typical Traffic Control Signingfior Project Limits (Figure T fC-53.0) Support: 1. This .layout depicts signing requirements for notifying motorist when they are entering and exiting a potential constructionlinaintenance area with it duration eclual to or greater than 60 days. Standard: 2. The ROAD WORK AfiEAD (W20-1) sign or the ROAD WORK NEXT XX ;MILES (G20-1 (V)) sign shall be placed far enough in advance of the project limits so that other warning signs in a series .mav be adequately placed prior to the condition they are warning about. 3. The ROAD WORK NEX'I' XX .1N1I1,ES sign shall be used for projects with activity areas greater than 2 miles in length, or when multiple work activities (such as pavement patching, guardrail installations, shoulder. restoration, etc.) occur along a highway. 4. The distance displayed on the ROAD WORK NEXT XX MILES sign shall be stated to the nearest whole mile r t11e from the point of installation to the :ENI) .ROAD WORK (G20-2 (V)) sign. 5. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance: 6. .For projects with activity areas 2 miles or less in length, the ROAD WORK AHEAD sign should be the first sign motorist encounter. 7. Sign spacing should be 1300`4500' far Limited Access hiahwct,vs. For all other roadways, the sign spacing should be 500'-800' where the posted speed lento is greater than 45 mph, and 350'-500' where the posted speed litnit is 45 rnph or less, 8. All connections within the project limits should be identified with .signs indicating to motorist they are entering ar erittnsr ct potential constrttctionOtitairmtentxnce area, O TTC 53.0 September 2019 Z 3iON 33S L 31.ON 33S PROJECT LIMITS Signing for .Project Limits (Figure TTC-53.0) ':,::,>::::., G20-2 (V) 500 + W LU 1- % H O o c4 w W W ua 'i 4 Page 6t1-115 Q) Z e1e� 1.t.i UJ Z Z LU J N W Q W z =z� C) Q >- Q�� Otz Cn o J LLl �z< O w m fy < �L�PtiTH CF �O O 0 110/2021 U DANIEL C. HYER 9 Lic. No. 45596 .I r A<�4 ON AL E� APPROVED DCH SUBMISSION N0, 8 PROJECT 1903600 T H E W 0 R K 0F LINE ..i_ GRADE QtLI �� C3m3 �vJ- - 1-1:%'a 161FMUC, LC5' n,� SITE PLAN 1" = 20': 0 20 40 00 LLJ I Lu LLJ Lu TP .......... U) ................. ............... Lu . .......... 12' Lu a. 4FW ACCESS FASFMFN.-T LEGEND: O / O STANDARD/ACCESSIBLE PARKING COUNTS STANDARD CG-6 CG-6 SPILL CURB CG-6 TRANSITION CURB ADA PATH AND LANDING BMP SOIL MEDIA CONCRETE (D z uj uj z z to pw LLB LLJ cn � > z (y) 0 LLJ ;;7 0 rr c) LLJ Lu #£ nroo < 0 W c2 Q ry Eo op s; ® SITE PLAN NOTES: 1. A KNOX BOX(TM) IS REQUIRED. CONTRACTOR TO -0 -�i 4': COORDINATE LOCATION WITH FIRE MARSHAL'S OFFICE. TIE IN TO EX. CG-7 OFFICE. DANIEL C. HYER 483 2. RADIAL CURB DIMENSIONS TAKEN AT FACE OF LIC. No. 45596 0 rV H lq"I op 'o L C. H y E )R�- 9 (DAN I LIC 0 —:FUELTANK%N 5596 ........... CURB/ FLOWLINE. V VENT PAD I C 3. CURB RADII ARE 5'UNLESS OTHERWISE DIMENSIONED. c 'ACUUM PAD ,:.<g#fi4. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ON L A ENTRANCE CORRIDORS SHALL BE ELIMINATED. NAL b" 5. WHERE CONCRETE PAVEMENT ABUTS CG-6 SPILL CURB, CONTRACTOR MAY EXTEND CONCRETE PAVEMENT TO APPROVED DCH ..... ........ . .. .... ............ CURB FACE AND ELIMINATE GUTTER PAN. WHERE NO. STANDARD GUTTER PAN CONVEYS FLOW, STANDARD SUBMISSION 8 . ........... ............. CG-6 CURB AND GUTTER SHALL BE CONSTRUCTED. ALL PROJECT 1903600 DRAINAGE PATTERNS SHALL REMAIN AS SHOWN ON SHEET C5.0 - GRADING AND DRAINAGE PLAN. T H E W 0 R K 0 F 6. ALL OUTSIDE CORNERS OF CONCRETE PAVEMENT L I N E G R A D E .... .............. ..... ; SHALL BE CHAMFERED PER DETAIL I/C4.3 TO AVOID CONCRETE WEDGES OF 90 DEGREES OR LESS. CL a'Z,. ];4 C400 5' 8' MIN. MIN. SEE PLAN SINGLE HANDICAP SPACE nnnnr . d /111.•.1 nu HANDICAP PARKING SYMBOL HANDICAP PARKING SIGN ADA PATH 't VA F— PAVEMENT EDGE 00 1 �r SPACE m 1' ---• RESERVED PARKING Na PENALTY $100-$500 FINE TOW AWAY ZONE CnyAllElLE oAN PLACARD 5'MIN. TOWHERE APPLICABLE) FINI HED R S G AD 1 f f HANDICAP PARKING SIGN PAHANDICAP RKING SIGN_ ADA PATH co c-i 4" STRIPING VAN SPACED 2'APART 8' MIN. I 8' MIN. �V 8' MIN. r -r 1 ADJACENT SPACES OR VAN SPACE HANDICAP PARKING SPACE NOTES: 1. SPACES SHALL BE COMPLIANT WITH ADAAG 502.6 AND VUSBC 1106.8. 2. ALL HANDICAP PARKING PAVEMENT MARKINGS SHALL BE WHITE IN COLOR. HANDICAP PARKING SIGN NOTES: 3. SIGN SYMBOL SHALL BE INTERNATIONAL HANDICAP SYMBOL. 4. SIGN MATERIAL TO BE 0.065" ALUMINUM SHEET. 5. VAN PLACARD SHALL ONLY BE INSTALLED WHERE DESIGNATED ON PLANS. HANDICAP PARKING SPACE DETAILS NOTE: 1. WHERE SIDEWALK ABUTS PAVEMENT, CONCRETE, CURB, BUILDING, OR OTHER HARD SURFACE, CONTRACTOR TO PROVIDE PRE -MOLDED JOINT FILLER AND EXPANSION JOINT AS SHOWN ABOVE. OSIDEWALK CUMPAC I ED SUBGRADE PAVEMENT SECTIONS RETAINING WALL NOTES 1. SOIL TESTING SHALL BE PERFORMED BY THE CONTRACTOR TO CONFIRM SOIL BEARING CAPACITY UNDER FOOTING MEETS ASSUMED VALUES. 2. ALL CONCRETE SHALL CONFORM TO ACI 301-10 AND ACI 318-14. 3. WALL CRACK CONTROL JOINTS SHALL BE PLACED AT 20' MAX. 4. SAFETY RAIL WITH 42" MIN. HEIGHT SHALL BE INSTALLED WHEREVER DIFFERENCE IN FINISHED GRADES IS GREATER THAN 2.5'. 5. CONTRACTOR MAY STEP FOOTING ALONG SIDES OF ' f GEOTEXTILE FABRIC AT RETAINING WALL PROVIDED THAT MIN. COVER OVER STONE-SOIL f TOE IS MAINTAINED, AND FINAL GRADES CONFORM •' STONE SOIL INTERFACE ; f TO THE GRADING PLAN. MIN. DISTANCE BETWEEN STEPS SHALL BE DOUBLE THE CHANGE IN ELEVATION. 4" DIA. WEEPS @ m VDOT CLASS A3 CONCRETE 1 4" OSPILL CURB 91 VARIES (7' MAX.) --..... ..__.....____---------................... -........... ... ----'---.-...-'--•-----------------........___.------------- REINFORCING SCHEDULE REINFORCING SIZE/SPACING BARS "D" ##4@12" BARS "K" #4@12" LONG. FOOTING BARS LB .� CZ N $ #4(- E . SPACING LONG. WALL BARS "LN" 8-#4@12" BARS "M" #6@012" BARS "O" #6@12" BARS "P" #5@12" - �— TRAVEL AISLE TRASH ENCLOSURE TRASH ENCLOSURE SCREENING WALL (SEE DETAIL THIS SHEET) - 5.34' ---I SAFETY RAILING PROP. CONCRETE RETAINING WALL x Q ti :PROPOSED' SECTION THIS SHEET / f f ILL f / r / /f f. / r SEE RETAINING /r'/ / f%/� �/ //'", /r.,,''' / /f` . r . f SECTION THIS EX. GRADE f NOTE: FOR BOTH SCREENING AND RETAINING WALLS, CONTRACTOR SHALL SUBMIT SHOP nA SITE SECTION DRAWINGS TO ENGINEER OF RECORD FOR APPROVAL PRIOR TO MATERIAL PURCHASE. 1" = 4': 0 4 8 --- - ..... ......... __... ......... G�l�TI1JP C`r-r fl A\/rf, AC AIT VDOT 21A 24" GUTTER PAN STONE BASE z' X12" TREATED covERED WITH DARK PRONZE A.C.M. #5040"CC EXPANSION JOINT A8 REQUIRED _._..... a E I STONE 5U5-5ASS % ;> i % ; 12 CMU ....... , O`T'GQ i... , E �E A. ... ..f........ ........... .: ................. .. .... ' / ........... . :.; ........ 3 #4 PARS, CONTINUOU ......:............; 101 TRASH ENCLOSURE SCREENING WALL SECTION 0 TRASH ENCLOSURE DETAIL DARK BRONZE AGM GAP O TRASH ENCLOSURE SCREENING WALL ELEVATION (FRONT) 3'X 1'-0" CONCRETE FOOTING t� z ui ua Z C7 z uj w Q w z Q =z� w ��> r) r) z w O w t= o F-- Cn U co �Q__j J w U rz< U- O w U o- m w Q r) Q U) ��PtiTH OF �j�' �o � O 0 11012021 v DANIEL C. HYER Lic. No. 45596 .0 C �9IONAL APPROVED DCH SUBMISSION NO. 8 PROJECT 1903600 THE WORK OF LINE ..I- GRADE c(_ 0142621 C401 0A8 LINEEI-i PADE, L:.0 NOTES., 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL. CURB. 4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5• CO-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL., IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS b� D D.o io h oQ• g D.p a D. SURFACE � .a D• D.p ' D.a b• D. Q bA pQ D BASE PAD D __ 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED REFERENCE 105 502 STANDARD f" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 2" R . p D P D,; • D.o Q. AQ. D,PPDpD D bP D °QD D >Q' 'b' • D P rDaDPPp ,aQ• '6• :Q AQ 6" CG-2 n� SURFACE BASE SUBBASE XV=T ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201,01 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER AACOURSES CONSTRUCTED SLOPE OOFSUBBSE NTOHEDEPTH THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. 20��0RAIM P P P D D fl b. p P P p P P P P P THE BOTTOM OF THE CURB AND 2'-O" GUTTER MAY BE CONSTRUCTED THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION ��-�- REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ROAD AND BRIDGE STANDARDS SHEET i OF 1 REVISION DATE 201.04 O CG-2 O CG-6 O BARS A TO BE / EQUALLY SPACED. r FOR NO.OF BARS / SEE TABLE BELOW. r I %zV3J V3 M V2 I' `I ELEV. PROP. OR BARS A AND C EXISTING WALK, YARD, ETC. --\ I BARS A AND C 3 va BARS B - L-'- ONE BAR B TO BE BARS A J PLACED UNDER EACH PLAN STEP AND TWO UNDER I LANDING AS SHOWN.- Il BARS C # 4 r Y1 • 0.917 CU. FT. I � ' T � �' ' V2 - 0.573 CU. FT. Vi V. 0.668 CU. FT. CU. FT. Y4- 0.668 ~ , ; t + , . N 11' ELEV. PROP. OR EXIST. BARS A #4 � SIDEWALK OR SHOULDER. FROM PICTORIAL VIEW IT IS SEEN THAT: V4 BARS B #4 l .•' V • V1 W+2V2 (N-1)+V3 (WN+1)+2V427 F` SUBSTITUTING VALUES OF ELEMENTARY VOLUMES: SECTION A -A Y • 0.917W+1.146(N-1)+0.726(WN+1)+1.336 27 ..• N V - INDICATES TOTAL VOLUME OF STEPS IN CUBIC YARDS. Vt , V2, V3 & V4 - INDICATE ELEMENTARY VOLUMES USED IN COMPUTING V. W - INDICATES CLEAR WIDTH OF STEPS, IN FEET, BETWEEN SIDEWALLS. N - INDICATES NUMBER OF STEPS IN INSTALLATION EXCLUSIVE OF LANDING. L1 - INDICATES LENGTH OF BARS A, IN INCHES. L1 - 13.038N + 8" L2 - INDICATES LENGTH OF BARS B IN INCHES L2 - 12W + 9" NUMBER OF BARS A W- 3' N-1-5 ��y N-6 4 N-7 5 N-8 5 N-9 6 N-10 6 N-11 7 N-12 7 N-13-25 8 W4' �a 5 6 6 7 7 8 7 9 8 9 8 10 9 11 10 12 W ' 5' L3 - INDICATES LENGTH OF BARS C, IN INCHES. L3 - 13.038N + 18" HANDRAIL IS TO BE PROVIDED FOR STEPS HAVING THREE OR MORE RISERS, AND WILL MEET THE A LANDING IS TO BE PROVIDED WHERE 12 OR MORE STEPS ARE REQUIRED FOLLOWING CONDITIONS, MINIMUM SIZE OF LANDING TO BE W + 1 FOOT X 4 FEET. 1, ON STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES ENCLOSED, AT LEAST ONE HANDRAIL, PREFERABLY ON THE RIGHT SIDE DESCENDING, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, ON STEPS LESS THAN 44 INCHES WIDE HAVING ONE SIDE OPEN, ONE HANDRAIL ON EACH SIDE, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. ON STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES OPEN, ONE HANDRAIL ON EACH SIDE. FOR OTHER WIDTHS THE APPROXIMATE SPACING OF BARS A 4. ON STEPS MORE THAN 44 INCHES WIDE BUT LESS THAN 88 INCHES WIDE, ONE HANDRAIL ON IN INCHES WILL BE EQUAL TO 80:- N WITH A MINIMUM SPACING OF 6". EACH SIDE REINFORCING BARS TO BE USED IN INSTALLATIONS OF 6 OR MORE STEPS. 5 ON STEPS 88 OR MORE INCHES WIDE ONE HANDRAIL ON EACH SIDE, AND ONE INTERMEDIATE FOR TABULATION OF CONCRETE AND STEEL QUANTITIES SEE SHEET 2. HANDRAIL LOCATED APPROXIMATELY WIDWAY OF THE WIDTH. SPECIFICATION REFERENCE � I OT ROAD AND BRIDGE STANDARD CONCRETE STEPS FOR 1/2•1 SLOPE RIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 2 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.01 MAX.6'-0" MAX.6,-0" GRIPPING RAIL. SEE ROAD PLANS 'IS PIP FOR RETAINING HR 1 {.�4c/z" O.C. 3/q" NPS PIPE PICKET YJALL_ DETAILS. I 41/e" O.C. g/a" SOLID PICKET MAX.. 6'-0" MAX, 6'-0„ I I I DNA. SOLED STEEL SMOOTH ROUND ROD (TYP.) OR I" STANDARD PIPE. I i GROUNDING ELECTRODE 11 RAIL EXPANSION JOINTS AT �1' INTERVALS NOT EXCEEDING 3" MAX, ANCHOR BOLTS 4., O.C. -- 30 F£ET,7 (TYP) i r I POSTS :2" MIN. NPS C2.375" O.D.) SCHEDULE 80 PIPE RETAINING WALL RAILS ' :2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE s 12" MIN EXPANSION JOINT PICKETS ; y4` AKIN, NPS CI,OS" O,D.) SCHEDULE 40 PIPE OR OR 5, h11 SOLID STEEL SA4007H ROUND ROD - 3" MAX. HR-1 TYPE II RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) to SEE ROADWAY PLANS OR TYPICAL SECTIONS 2" rnin.� 12"_f \/-CONCR£T£ STEPS FOR DISTANCE TO 11/2" NPS SCHEDULE 40 PIPE AiiN. POSTS� 1`/z" MIN. NPS (1.90" U,D.) SCHEDULE 80 PIPE SIDEWALK OR SHARED GRIPPING RAIL. GROUNDING RAILS 11/2" MfN, PAPS 0.90" O.D.) SCHEDULE 40 PIPE USE PATH, 12" 2'/4" min- - MIN. - ELECTRODE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES 5/a" SOLID STEEL SMOOTH ROUND ROD 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING AL.I_ ASPECTS OF FABRICATION AND INSTALLATION OF RAJLING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL. CONDITIONS. 12" -ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, MIND HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. THE SIDEWALK OR RAMP GRADES ARE EQUAL 2, ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL `RALOWILLRER 5RTHETCORTOFG RIDE THE CURRENTAALL BETNC_'IDENTAL TOTHAN (FOR USE WITH TYPE 0& IIIRA.ILINGS) 'THE TOCORACHEVE�A UNIFORM COATING ONWITH S FACES VENTINGAANDJJ RAILING, DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE INACCORDANCE WITH ASTA A307, -------------------MAX, 6'-0"..............MAX. 6,_0 ................. 4 SEE ROAD PLANS j ASTM A563 AND A TM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 36. Al/z" O.C. Y4" NPS PIPE PICKET FORRETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL. 5 .. r 4/$ ` O.C. /g aULID PICKET 4' I WALL DETAILS. E LS. r r I ' s LIST MAY L a h 3E V5EO IN LIEU CAST IN PLACE IV E QF 5 L C£ ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS, 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I J 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. I I I 7. A.L. POSTS AND PICKETS SHALT_ BE SET PLUMB. n 8• RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. I I ! GROUNDING MATERIALS INSTALLATION 'To BE IN ACCORDANCE WITH ST'D. FE-6. I I 9. COMMERCIALLYAVAILABLE RAILING 5'fSFEPdS MAY BE USED IN LIEU I I OF DESIGNING AND FABRICATING THE RAILING, DOCUMENTATION FROM RAIL EXPANSION JOINTS AT 1' ANCHOR BOLTS THE MANUFACTURER VER€FYING THAT PROJECT REQUIREMEN"f5 ARE MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED W41TH THE INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. 1'-3" POSTS RETAINING MALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE ; 2" MIN, NPS (2.375" 0.0.) SCHEDULE PIPEIx, 10. HANDRAIL rU BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT PICKETS 40 -Ya" MN, NPS (1.05" U.D,) SCHEDULE 40 PIPE � 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR 5 " M;N. SOLID STEEL SMOflTFi ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE III BICYCLE RAILING ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT, FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD (FOR USE ALONG SHARED USE PATHS) BE USED, SPECIFICATION REFERENCE A COPY OF THE ORIGIrIAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. �`VpQ r STANDARD HANDRAIL 105 METHOD OF LOCATING AND ERECTING ROAD AND BRIDGE STANDARDS 238 REVISION DATE SHEET i OF t 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7111 BOL OS WP-2 CG-7 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. IN THE SECTION ON URBAN GS STANDARDS, 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, �THE TRANSITION IS TO BE MADE WITHIN REGUL ARH�PC NA GE. IN STANDARDS CAN BE MADE AT 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINED COMBINATION 4" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION TRAVEL LANE ASPHALT PAVEMENT bV@Er 12" M A}GE OF EX!S€NG PAVEMENT /� (S DETERMiPJED IN FIELD) TACK COAT THE PROPOSED CONSTRUC':ION JOINT EXISTiNC ASPHALT LAYERS PROPOSED ASPHALT LAYERS - - - - - - - - - - - - - - Mg EXISTING SUBBASE PROPOSED SUBBASE ---------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE 'JfffH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 11/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE `.c) x MINIMUM 12 LNCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED By CORES (SEE NOTE. 3) SPECIFICATION REFERENCE 105 502 NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES A11D BE APPROVED BY THE ENGINEER. r' r DEPTHS _. THE PAVEMENT DESIGN FOR A,>A:1ALT Ar...MF..NT WiGENiN.., SHALL. MEET OR EXCEED THE ..,.. THS dl-0D TYPES OF THE LAYERS OF EXISTING PAN; PAF.rlT. SUB`_,Li?2}t1C£ DItA,NAGE OF 'fF{E' EXS'1'ENG Ar1L' PE'tOPG5ED PAVEtdENI' SHALL B£ ADDI;ESS£D IN 'TH"E PAAiEMEN'I DESIGN. c : '� I r - t Y a r r. c - 3. <\ MIr .1.�4JM . F THREE k n cc G .... CORES SHAi..1. $.. T..KEN A(..)N,A THE .,...r�TF.R OF THE ADJACENT TkAVEI.. L.ALVF. TO .,ETERMIrJE THE TYPE AND THICKNE.�., G'rF,XISTING PAVEMENT LAVERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART, 4. THE ADJACENT TRAVEL LANE `_i}TALL BE MILLED A MINIMUM DEPTH OF' 1`12 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO jIATCH JH">_' PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER,. 5. THE ENGINEER MAY RE!:"0 E T1�1; MILLING DEPTH OF THE EXI5'1'ING PAVEMENT TO BE ADJUSTED 'ID AC}iEVE AN ACCEPTA-BLE PA`JEME"4T CROSS -SLOPE AND EFFECTIVE SURF ACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKER`~ WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. nS PAVEMENT FINAL SHALL d� •'i 1 SPECIFICATIONS '- ! �,. TRANSVERSE J . S A hA t ' -I r ER:E JE. F. VT TIE-IN �:;HA. CONFORM T( THE T.. E 's' •E :O I O J ) E QJIF<...:AENTS OF SECTIOr, . 1'� OF THE sPEC(.ICATION., r_XC:i'.PT THAT Ad.t. JOINTS A- TIE-IN LOCATIONS SHALL BE TESTED LJSING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REOIJIREMENTS OF SECTrOrJ 315 OF THE SPECIFICATIONS. Xv©©T ASPHALT PAVEMENT WIDENING SPECIFICATIONRE ROAD AND BRIDGE STANDARDS SHEET I OF I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION N wQ W z _1 arc Q J > ~ W C)CL Q < Lu o Lu U , o _ �- J Q W _j U) 0 W m Q �7H OF 1P 0 1101202i DANIEL C. HYER a LIc. No. 45596 OIoNAL E� APPROVED DCH SUBMISSION NO. 8 PROJECT 1903600 TIDE W 0 R K 0 L I E -F GRADE CL 4 5 HR-1 WP-2 6 q•LI.2mi O 0 � S-1 C4m2 APPLY TACK COAT SEALER TO CONCRETE AT TRANSITION L- 8" AGGREGATE STONE BASE CONCRETE / ASPHALT PAVEMENT TRANSITION DETAIL N.T.S. OCATIONS: UST PADS GAS CANOPY PADS • PARKING AREAS • DUMPSTER • OTHER CONCRETE / ASPHALT TRANSITIONS n o :. CONCRETE / ASPHALT TRANSITION SCALE: NO SCALE OSHEETZ PAVEMENT TRANSITION DETAIL SEE LIGHTING PLAN FOR DETAIL OF LIGHTED BOLLARD .......................................................................... ..................................... i SITE AND STOF2EL*F!ONT G'onvenrence 17rchitecture CUF2C1N .......... .............-- - .. ......... , � and 1s P. ��:"csf[ !! a'` L..........._.. r_er_c:.ea':"............._.. .......... :351 S!;eetz hay. C'aY=tu:e' AA?:iG25 tEr24/233-6023 LEGEND POLE SLEEVE A B COLLAR BASE HEIGHT SIZE SIZE 40' 12" DIA. 48" 24" DUI. 16" DUI. 35' 10" DIA, 42" 22" Dtk 12" DUI. FLAGPOLE VETAL COLLAR FURNISHED *TH FLAGPOLE SAND FILL MADE TUBE FORV C CAULK ,o �SOUARE ...i:I:. OFF TOP P-0" ':.,::3... ..'. OF FOUNDAHDN S040TUBE ....,..3 I SAND FILL .. TREATED LUMBER f i1EDCE (tYP.) I `I CAST -IN IN PLACE CONCRETE LIGHTNING RODS. RASE PLATES %ice -AND coraRu TED IIIETk SLEEVE io FURNISHED WITH FLAGPOLE .. ..i ...f •. ., ...I I B FLAGPOLE FOUNDATION SCALE: NO SCALE /,FLAGPOLE wwn As Iptco IConvenfence rchitecture I L�GPOLE A FOUNDATION and Design P.C. m"Q a%ALL un n 351 Sheelz V✓xy, Cayshurg PA lSo'ZS ie"2s'j2i3-5013 L Ira?e. <s +anac ....._ ._............... 6'onvenience 4rchitecture �„ �' i�IT�E ... F30L L AF2D _._ and y P.C. ........-.-... fz .......,i Sig $hee4z EYa/ Ciaisbr:rg, P.} lfic"25 (:414j1:9•GU13 20'-4' L -4" Cs>�IN�T - 6 XIS X314" 5TFEL TUBE ��. OPEN I9-E0" C.C. I" DIA.X42" LONG 0' &' O S' CURB AFiCHOR. DOLT T-5'' la' 9" CARTIUAY GRADE VERTICAL. REINFORCEMENT- (5) Or, BARS AT 13" O.G. HORIZONTAL RMNFORCEMENT'- (5) #5 BARS AT t4' P.G. ON L.E£WARD AND WINDWARD FACE. DO NOT WELD RESAR 3' MiN. COVER. le'S GU. Y'DS. OF CONCRETE RFC'D PER FOUNDATION /01/F- TURN"t" DIA.X42" LONCt — / ANCHOR DOLT GRADE {r•�jIF�1]" Ell W Mli in CLEARANCE PAR DETAILS No 'SCALE A .a q (ro) Bro 5AR5 ON A 21' PATTERN DATE-} 03 .STIRRUPS A 6" O.C. AT TOP 15", THEN 15" O.C. THEREAFTER f 4` Iu 1.32 CU. YD5. OF GONG. 9 :.:.: •,:.' '. REO D. PER CAISSON 2-fra DA ST l OPTIONAL. C4550N FOUNDATION NO SCALE i O ram•• � •• 6 ♦ E �� iEGTIC�N A -A rorZ r4 r- TURN 4 N4 . SCALE '♦ Q 6• 4 Q c3 � +J ,� "X&'Al4" STEEL TU5E 3'X3"XI t2' STEEL GUSSET I' DIA.X42" LONG ANCHOR 5OL7 IR_MAGHIN� PA© NOTES ..ECTRICAL NEF-05 ARE A Ile -VAC 30-AMP 0 WIRE CIRCUITS WITH GROUND AIR MACHINE PAID SCALE- NO SCALE -------.......................................................... - E AIR [�tAG� ItNE i€Wnventence 4rchttecfiure ............................ .........:.... .................... and y�� P.C.r:..� ..........._:............................................................. Sig 5heetz YJ:3Y. C!aysLnr4, BA.14F2i (31d}7..3J-6p.t3 OTE: CONTRACTOR SHALL SELECT AIR MACHINE AND VACUUM STATION EQUIPMENT -R ARCHITECTURAL PLANS. COLOR OF EQUIPMENT SHALL BE RECESSIVE TO REDUCE ISIBILITY FROM ENTRANCE CORRIDOR AND BLEND WITH SURROUNDINGS TO SATISF` RB APPROVAL CONDITIONS. SEE ARCHITECTURAL PLANS. NOTES: $1-,N CAEINET >� CONNECTION OESIGN 13Y OTHERS. ELECTRICAL DE551GN E3Y OTH„RS. 13'X13"XI" STEEL BASE PLAT HIGH STREN6TH, NC7;lq-SHR€NK GROUT ANCHOR E30LT PROJECTION DETAIL NO SCALE NOTES: 1. DE5ECaN 15 5A5ED ON W TO 120 MPH 3 5ECOND - GU5T DESIGN WIND SPED MAX. PER IWC 2096. EXPOSURE C. 2. FOUNDATION5 ARE 5ASED ON A &APE LATERAL SOIL 5EARIN0 PRESSURE MINIMUM OF 300 PSF PER FOOT OF DEPTH. anL REPORT WAS NOT FURNISHED. ALLOliA15L.E 5EARING PRESSURE SHOULD I.SE VERIFIED PRIOR TO PLACEMENT OF CONCRETE DO NOT PLACE FOUNDATION IN FILL. 3. CONCRETE SHALL 5E MiXED TO ATTAIN A MINIMUM COMPRES$;V£ 5TRENGTH OF 3000 PSI IN 75 DAY5. 4. SUPPORT MEMBER SHALL 5E FREE FROM DEFECTS AND SHALL MEET A5TM A500 GRADE 5 WITH A MINIMUM YIELD STRENGTH OF 4f&eea PSI FOR TUBE. PLATE AND ANGLE SHALL MEET ASTM A3E. 5. STRUCTURAL 30LTS SHALL 5E ZING COATEV A325 UNLESS OTHERLUI&E NOTED- %E, ANCHOR DOLTS SHALL BE CUT FROM A36 ROUND STOCK. EXPOSED SURFACES SHALL 5E C-ALVANZED CR COATED TO PREVENT CORROSION, 1. ALL VOIDS 5ETWEEN COLUMN 5A5E PLATE AND FOUNDATION SURFACE SHALL BE COMPLETELY ^' FILLED UTH HIGH 5TRENGTH, NON -SHRINK GROUT. 1 8, WELDS SHALL ESE MADE OTH EIOXX ELECTRODES 5Y PERSONS OUAFtED IN ACCORDANCE WITH AW6 STANDARDS WTHIN THE PAST TWO YEARS. 5, STEEL R£INPORCING 5AR5 SHALL CONFORM TO ABTM A&I5 GRADE 60 U11THI DEFORMATIONS IN ACCORDANCE WITH A$TM A-305. WELDING OF RENPORCINeS 5AR$ IS PROH151TED. 10.TH15 DESIGN 15 PROTOTYPICAL AND SHOULD NOT ;;DE USED FOR 51TE SPECIFIC AP PLICATION5 UNLESS DEEMED SUITAr3LE 5Y A COMPETENT PROFESSIONAL ENGINEER. I" HEAVY HEX NUT I" DIA. X42" LONG ANCHOR 5OLT I" HEAVY HEX NUT, TACK WELD TO BOLT ANCHOR BOLT DETAIL NO SCALE 1,_1$1 149" E)T1*1=l_ 5A&E PLAT m -1 114" DIA. OtHOLE TYP. &"x(o"xt14" 5TEEL TUBE 3"x3"x112" 5TEEL GU55ET 5A5E PLATE C)ETAIL NO $CALF 1/2" 3"X3"XE t2" STEEL GU55ET `m It2" CHAMFER ' GUB5ETT DETAIL, NO SCALE C L Q 't�.2a) SHEETZ CLEARANCE BAR DESIGN INTENT UP TO 120MPFI MAX. :NT: o D2 SIGN COMPANY 5107 nSSML AVENUE, ALTOONA, PENNSYLVANIA 16601 PHONE: (014) 949-8207 FAX: (014) 949-0293 1 BY: HMA Project Number, 12-0282 DATE: Drawing raTA>rtrlg6107360 N i'- W Q LW z to cn Q > <t C W oV)c) C)Q N I J w �z< o L- w = m 'I,TH OF Lr� �O o O 11012021 U DANIEL C. HYER Llc. No. 45596 �o �1 GN AL APPROVED DCH SUBMISSION NO. 8 PROJECT 1903600 THE WORK OF LINE ..I- GRADE C4m3 3'_Q*xW 0* CONCRETE PAD Fo .CASH m ACC R /CA EPTtiRS AND TRASIi t0 TELLER be salrrte height ns curb a + CONDUfr STUB --UPS. FOR CAsti1P aDl* TRASH CmAGCI~PTQ.R$ to " 1'-U Off ;fig@ QF PAD, and centerline 0f Wash 6aY of pad in 6 AI•" .circle 4;' STAINLESS STEEL DOLLARL + 4" STAthII ESS (OUTSIDE ENTRAACI-) STEEL WMARD \_1011 O'X 20'—.0" HEATED Ul ENTRANCE APRON �__,.:.:....�� _ �.. nae4At�r•xl nx°'t.rrrrsdi.=r � 1 . LURN TRENCH DRAIN MODEL Z-8I36 SEE DETAIL BELOW 4" PVC FROM CAR WASH TO INTERCEPTOR TANKS: 1 --• 1:" OZONE FROM. RECLAIM EQUIPMENT Ill CAR WASH UTILITY ROOM.: 1 8tt FROM TOP OF TANK 1. 1 z —0 71 0 2'_0" WIDE CONCRETE - r + : �I• dS�wJ d.• ,+'-x -,,t` A'r _�' g. .y�":;' :,to �. -x` . t.2'• .':: ;�.*_ s. .r t d: .i' s � •r. .'r:".,.•Mr,•,7::44+:�riiw;wN+;:e^i*•a"�:wv,.a+.t.�+..-air..4.fy.T.,q.ryq,.a.&�.,....:...c...v_Q•.-y.:.7'-�'a.=�-ids.'..=,»_.�•-. �.»...�.n..,nA...�'.,tt*nt....Ggz'w.N,R.-:!•.,e'.+•:..�>.i4,..;..��•,�:'„q..'..:t�;V......-,§4:.t',;.�...:..w'.`_�4_�..r'3,�:4._:.yn...,S`i.-a::;.:.»:xa»«w:rt«�!w,.r•.''kw: wwwn,-,�'_.. 2. I. F OM 'FACE OF BUILDING TO FACE OF ! —ZURN TRENCH DRAIN MODEL. Z-386 SEE DETAIL BELOW FLOOR HATCH STAINLESS STEEL BOLLARD 4,.♦ . ��, ,.. f 4«, �,�.....�..�----: _._.:, .. ' Cltll�AlE3ER CH OUTSIDE EN `RANCE ! . ,�;? .r : I. r CHAMDER 1 CHAMBER 3 ti r ! ti I "�� F 'ti i I; •:.,..,.: !-,t ,,-- - >.-� , �. I Z d i lk ( j� 0 AREA TO BE. BACK FIL.LED TO HEIGHT OF FOOTING AND TOP I COATED .WITH A 6 THICK GLEAN STONE BASE GAS :SUPPL Sp ikJi SUPPLY &RETURN THRU 1 T.. • t F . ; TANK 1 .... .. :. BASE FRAME FOR CONNECTION TO DRIVE SLAB HEAT {BY G.C. ,MAIN ywIr�- +. - > w�- WATER. w" .wfw n- - - - - — wwn":n w.��. f k jA OPENING IN FOUNDATION 'HALL a NOTE - FOR i iFAC TUBING ACCESS, PPS ARE SHOWN OUTSIDE THE WALLS :FOR CLARITY AND . SHOU 1:3E INSULATED AND I I INSTALLED I B LC3EMI! N SUB A5E 1 — 1 PVC SOH 40 FROM. UTILITY ROOM FOR FLOGr WIRING 2 -- 2" SC H 80 DECLAIM LINES 18" OFF 'BOTTOM OF TANK WITH FLAPPER TYPE CHECK. VALVES ON BOTTOM AND Q0 .6 1/4" -• a a * .r Q0Ca -• �. >f?�:" .tr7.'.tom. ZURN TRENCH DRAIN SYSTEM 1111 MODEL NO. 886 TRENCH NO. 8609 WITH REINFORCED, GALVANIZED STEEL SLOTTED GRATE (RFC). AIR —VAC . MOUNTING PA? NOTES ' (" ELECTRICAL NEEDS ARE (2) 12o-VAC DSO —AMP #.10 WIRE CIRCUITS WITH GROUND '--{ '1x6_0 CONCRETE PAD AIR �;TAIIO r�ASET CAii vACUu1�i POWER CONDUIT FROM BUILDING TO .AIR MACHINE IS 6') I iP €O BE RIGID PVC WI FIRST ANr3 .LFiST 10' ICE RIGID p�3 CASH/CODE �+ N A [ METAL. CONDUIT AND EYS FITT€NGS'AT BOTH ENDS. FOR GA L-i. caQE . ACCEPTORS AND TRASH to TERMINATED 'IN RECESSED 6" PVC SLEEVE UNDER AIR. be some height Qs curb IklACH NE, I. TELLER 6 0 CD LOOP FROM AIR STAND TO VACUUM WITH RIGID METAL I c[� <'ONDUiT ENDING IN RECESSED 6" PV6 SLEEVE UDDER TRASH CAN CONDUIT STUB —UPS FOR CASH/CODE � - -' o ° VACUUM. TERMINATION BUSHINGS TO. 13E INSTALLED .AT ACCEPTORS to be V-- 0" off edge OF PAD and � � � � � 4 I�OTii EEIIlS, , ,-. 3 5 — 3/ off. centerline of dash bay of pad I - - _... c e USE WEDGEANCHOR 13OLTS' TO MOUNT AIR STAND ANO .� ;n a 4" circle I VACCUUM 011 `': ° 1 I CURB BOLLARDS ARE 4 X 4" X 5'., TO BEPAINTED BRONZE �` �e '••n ':.� s'.q .4 �` y` TO ACE 0 F CAR 2t 171 _ ;d ,t �^ <A. � �- � `. �, Q. � � Iia. '+2 -,,•. •. * A d e I < ` rt i : 4 d., .. f. A 10, i J1 i 11: ,. �. m 4" STAINLESS STEEL BOLLARD ,►-� 00 I M 4" X 4" x 5' BOLLARD TYP. < c (OUTSIDE ENTRANCE) CD STAINLESS— : 1D ! I STEEL BOLLARD_ IuR€ lSk 1 a: —0 X 20 _--GH EAT ED I �v ` ENTRANCE APRON � � �. 00 min u CARWASH CENTERLINE ..:— A 1. J J' 1 1 � '.1. .t 7 t. 7 �J '.f -. - —4 1 — 1 .-4 —631 �4 1 —6 . 41 i 1R ! 9 0 TANK 2 T 1" SCH:4-0 FOR OZONE WATER 2 .2` SCH 80 RECLAIM LINES 1 1 LIU PEI N F— W Q W LLJ z J w LLJ Q < LLJ z Oro = �z< J J 3� 0 LL Wrfolo CD � Q V PLTH OF 00102021 v DANIEL C. HYER L.IC. No. 45596 .0 'gIONAL APPROVED DCH SUBMISSION NO. 8 F ROJEOT 1903600 T H E W O R K O F LINE ..I- GRADE C4m4 GRADING AND DRAINAGE PLAN 1" = 20': 0 20 40 UL z uj z z MLU N r) F- LLJ Q LLJ LLJ z (D = < I(J) < < LLJ z ry 10 r) U) I LLi �z< 75; 0 LL LLI 0 nr- co _j < Q � c� — I,TH OF O 011012021 DANIEL C. HYER Lic. No. 45596 �IoNAL APPROVED DCH SUBMISSION NO. 8 PROJECT 1903600 T HE W 0 R K 0 F LINE A- GRADE C5.0 . . . . ......... ............ . . . ........... . ........ ...... - ............. ..... . ..................................... ......... ..........RIM : bb 1.23 - — ------- A3 . ..... .............. ... ......... N 55 c'02'J6 PV /Z //'-J I'MUll lU 1NZ:)lALLAl IUN Ur I HL lAt'VINU Z)LLLVL. X-26- HE W OR K OF 6"X411 TEE, 411 VALVE 1" CORP. STOP 6. THE 12"X6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. I TrIF.- 546.60 X-8 FOLLOWING THE PLACEMENT AND TESTING OF THE 12"X6" TAPPING Al LINE A- GRADE INV CUT- 54 e? 35 556.88 SD-X8 i�s 1-9 WET TAP ON RWSA LINE WITH 12"X6" TS&V, S TA TE ROUTE 64 9 (A IRYPOR 7- 10 . ....... SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE TOP: 5,514. /J /Jvv. ///54-9-58VDOTMH-2,5'1.D. ID T �—�XNV OJT. : D-50 98 .... .......96 PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO SEE RWSA NOTES ON SHEET CO.1 T INV /M 549.21 SET PRIOR TO MAKING THE TAP. //VV. 548.151 RIM: 556.62 .,8,600 AD T LL UTILITY PLAN C6mO I"= 20': 0 20 40 550 545 PR k 540 PF CRO I N � U7 U) r r r- N D• L0 CQ © CU co cf) 0) r` ai o�� r Lf7ci II nzz� +tLo rl — O d' I`-- L0 IL: EE z z (D ? > > U) U) U) U) Fr PROP.GRADE (2) PROP. 4" PVC CONDUIT CROSSING PROP. 6" PVC PROP. 1 GAS CROSSING (16-C/0-1) r CROSSING )P. 2" COPPER t c) V/L CROSSING cq Lo w U m cYi OP. 15" HDPE 3SING (13-14) ui U N 52.54LF OF 6" SDR-26 PVC @ 2.07% 20.49LF OF 6" SDR-26 PVC @ 5.52% I 45' VERT. BEND 3 2.00LF OF 6" SDR-26 PVC @ 100.00%I j ..... ,E x � r r 81,!' v 550 545 540 535 0+00 0+50 1+00 1+10 1 PROPOSED SANITARY PROFILE H. 1 = 20. 0 20 40 V: 1" = 2': 0 2 4 550 :KI 545 550 540 545 535 % 540 540 530 G.� 555 550 545 545 © cv coa Lo (-q cO p o-t +NCB mLf5 Ln N � (,) _ 0) In Lo O N L0 CO Lo L G U 0') LO O c�`n.. ?>> > T'm > U)> Q G (Li Fe PROP. GRADE 540 w m 555 535 10-YR HGL .85LF OF 15" RCP @ 4.20% 540 535 0+00 0+50 3 SD-18 TO SD-19 PROFILE H. 1 = 20. 0 20 40 V: 1" = 2': 0 2 4 545 0+00 0+50 1+00 1+15 2 WATERLINE A PROFILE H. 1 = 20. 0 20 40 V: 1" = 2': 0 2 4 : w cv U) m cra Lr- U O hw c co o� �m rOff < 1_I LO ON 'r('Of i mcr ai c� ni = 4 c i m o f N �m E _c� L� �c� cntf) m LO p rl f - Lo } U ('o P IS) O U W Ll) LO I:r . II -. tm Z � II If) Z � II �[ a ct ... C7 �m — 0 —Ll7 O cn0ce�z cnczc v)� �c�z�z BMP B PROP. GRADE 10-YR HGL G BOG' 14.60LF OF 15" HDPE @ 0.62% 33.44LF OF 15" HDOE @ 1.02% 540 545 535 540 530 535 0+00 0-150 0+75 0+00 0+50 1+00 0+00 0+50 4- SD-15 TO SD-16 PROFILE 5 SWM C TO SD—B PROFILE 6 SD-9 TO SD-11 PROFILE H: 1" = 20': 0 20 40 H: 1 = 20. 0 20 40 H. 1 = 20. 0 20 40 V: 1" = 2': 0 2 4 V: 1" = 2': 0 2 4 V: 1" = 2': 0 2 4 a Lo P Lo P L() o (Io Lq 1 GQ c9 ()o N 07 a' I �711) U n CD (,) ch oiu + - N A Klt 10 + 00 -' LIJ (y) Lo Z IE I .: _ 0 it E— 0 (n> _ U7� �z Z z BMP B �� PROP.GRADE 2.00' COVER 68.99LF OF 15 1 IDPE @ 0.61/0 I, A 10-YR HGL 2e .54LF OF .1.5" HDPE @ 5.0.1% — GRAVEL FLOW SPREADER SEE 1/C7.6 FOR DETAILS -iI 1+00 1+ 550 545 545 540 540 535 535 L5 STORM SEWER NOTES: 1. ALL PROPOSED STORM DRAIN STRUCTURES AND EXISTING INLETS RECEIVING PROPOSED PIPE CONNECTIONS SHALL RECEIVE INLET SHAPING PER VDOT DETAIL 4 ON SHEET C6.4. 2. ALL PIPE AND STRUCTURE CONNECTIONS SHALL BE WATERTIGHT. RWSA WATERLINE TAPPING NOTES 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE CONNECTION TO THE EXISTING RWSA 12" WATERLINE. 2. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" WATERLINE DURING CONSTRUCTION AND TAPPING. 3. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. 4. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. 5. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. 6. THE 12"X6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND TESTING OF THE 12"X6" TAPPING SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO SET PRIOR TO MAKING THE TAP. t7 z uj uj Z C7 Z Lu N I— W z 0 z cr- L1J Q J > __j LL 0 Luz O o n �-- J Q w 550 r"roo z < J O W _ m Q Q 545 540 0 ovl012021 DANIEL C. HYER a Llc. No. 1-5596 c9I oN AL AIIOO DCH SUBMI33ION NO. 8 PROJECT 1903600 .. 535 HE W 0 RK OF I II A- OR�0 10 SD-12 TO SD —A PROFILE (L qizl" c�z 106m2 7 H: 1" = 20': 0 20 40 V: 1" = 2': 0 2 4 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL IZ7 INITIAL BACKFILLzIt ,IN :�4'BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE 8„ 4'MI INITIAL BACKFILL ?4 I 8" 6" 6„ S01L MiN. MIN. MIN MIN. #68 STONE 'GRANULAR FILL AS APPROVED BY ACSA S I C� --STABLE \SO€L OR ROC\ NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H I T L H T DO 2,50 2.50 3.01 0.24 4" & 6" 45 221/2 2,00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1,50 2.00 2.50 0,10 90 3.66 3.16 3.21 0.48 8» 45 2.66 2.66 2.77 0.26 221/2 1.66 2,16 2.69 0.13 3.16 2.91 2.66 0.3L 11 1/4 1.66 2,18 2.67 0.13 90 4.83 3,83 3.42 0.83 10" & 12" 45 3.33 3.58 j j 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 1 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. Z USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE -TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 NOTE: HYDRANT MUST BE EQUIPPED WITH GHARLOTTES- VILLE THREADS WHICH IS 1 THE LOCAL STANDARD. l E GTH OF BRANCH VARIES 6' MIN _ 2' TO 10' (27d') 18"-22" 7 CU. FALVE BOX T. #68 STONE 42"MIN 6" GATE • ' VALVE j TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE -''''''jJ MIEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM 'THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG, W-4 )' COMPRES5ION x 3/4' MALE PIPE COUPLING Oft APPROVED EQUAL 3" TYPE 'K" -..- SOFT COPPER "x) 5 NOTE NO St1'EATEO FITTINGS DUAL SERVICE 1' TYPE 'K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 0 FOR USE \".`•,--`'....-// OATTACHED SINGLE FAMILY RESiDEN11AL 5EIVrGESOR DUAL RESID ENAL AND IRRIGATION SERVICES. TEE j` 2' It 4)" CMPRESSWN x J/4" MALE PIPE COUPLING ORPPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RE=ENTIAL SERVICEWHERE AN iRMCATION M ETERR IS NOT PROVIDED. CAST IRON UD FINISHED GRADE 12"-•16" Dox JB" MIN. COPPLTi5ET'fEfi 1/q BEND COUPLING - -METER �� .. •:��`'" . '` CORPORA-PON STGP ;+tt'?" �y q; .� '+i,Y��L-: 1�,4{ BRICK As :"`. t•'i7;;+ NECESSARY SAND OR OUST UNDER `4ai2"�v"%' ° ;```"'G`-^•-�•�. f e DIAMETER DRAIN PIPC, 12' aDx AND 5EI')ER 2-ENGH c Iris, fiP.-, i •% ai LONG STOd1E POCKET, VDOT MINIMUM THICKNESS) 15� ,� av y,>�y,� .,?3y;,>a ,e:yi SPEC, 2CJ, NO. W AGGREGATE TYPICAL.. SERVICE LATERAL INSTALLATION (5/8" &: 1" METERS) NTS FIG. W---6A l u--le TD-8 TD---10 1 TD-2 (DUCTILE IRON PIPE INSTALLATION) 2 TD-3 (CONCRETE THRUST BLOCKS) 3 TD-8 (FIRE HYDRANT ASSEMBLY) TD-10 (SERVICE LATERAL) 4 COVER LIFT NOTCH I 12 3/8" WATER CAST IRON UD J 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 TD-13 (111 METER BOX) U U METER SIZE DIMENSION A DIMENSION B DIMENSION C 2' 3' 5' MIN. 4' 5' MIN, 1 12, MIAL HAN 4R T' THAN 4 PROPOSALS WILL BE SUBMITTED. B DOOR HINGES I i � I I I I I ► I I LIFT HANDLE TYPICAL METER VAULJ N.T.S, FIG. W-7A SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ] (NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24. X SS' lLUMINUM ACCESS MATCH TD-14 TD-14 (LARGE METER VAULT) A .a EO4�j---------•--„•-I � A� 6" MIN. B' MIN. q .. a 44' MN. V1 60, (' as^ ---►-� 1B' MDN. 37" MIN. a% A - NNGNUT LUCKING ASSEMBLY 12' MIN. QlD BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4", MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-7B TD-15 TD-15 (1.511 METER VAULT) SEWER SERVICE LATERAL CONNECTION NOTES: Al i. WHERE A SEWER SERVILE LATERAL CONNECTS 70 A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED ,THE 'CRP (GROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' NIGHER 7HA➢! THE 70P (CROWN) ELEVATION OF THE THE LOWEST POPE CONNECTED 7O THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �� 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 e4lY0- SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. 5--2 VARIES VE BOX TO METER BOX (S££ FIG. W-6A THRU W-7E). I-------•-nrllt� 1 I¢i'J� AkJ. VARIES2" COPPER WATER MAIN FITTING 4" DIP \4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE4" UNLESS OTHERWISE SPECIFIED 6YTHEACSA. • SERVICE LINE TO CONNECT AT NIAIPI WITH X"x4"TEE, • REFER TO FIG. 4V-3 FOR THRUST BLOCK SET -AILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE, LARGE METER SERVICE LINE NTS FIG. W-6C TD-] 2 5 TD-12 (LARGE METER SERVICE LINE) 24 EMBEDMENT 8"M€N SPRING LINE OF PIPE NO. 68 STONE -� REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -IN-TIDE BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCHiNG --BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE 5��(ALL PIPE} NOTE 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT--OF--WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0. 68 STONE • TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-33 , TD--34 9 TD-33 (LATERAL CONNECTION) 10 TD-34 (SEWER PIPE TRENCH) C6s3 T N W g w z � z O~o w � -� W J F'- �zQ J m PLTH OF �o 0 0 �4/o/zoz> � v DANIEL C. HYER a Llc. No. 45596 � C Aql oN aL E�dl APPROVED DCH SUBMISSION NO. 8 PROJECT 1903600 Cl. H WORD OF LINE '-I- GRADE ��ZI•Z�I DI-3A, 38, 3C rvo nnlcenu En1n1T , EXPANSION KEYEDFOR 3 FRAANEE&NCOVER LS OF INLET Y JOINT CONST. BARS D rrr cYne.Ennon 1r_1) dr_ BACK OF SIDEWALK a JOINT- -v want•www�sMW "M owl ME rwwrrrrrrrrrrrrarrrrrrrI + • wwwwwwirwr•wwi•wwwwwwwwreww.rwww. ■....•r�rrrr�rr.EE..Era.r■srr■�rr.E1•rrrrr..E � r��talww.rwww�rarwww•raurwwwwtatrrw.r• �:ri' _ �! a II II 1 BARS DBAR F BAR A FACE OF CURB 8 2N8TE H CR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT 1 4_ PLAN 3'-0" SECTION A -A MIN. [--A 10 MAX' KEYED CONST, JOINT L-VARIABLE - MAX. 20' 2'-10" 2" WARPED 208„ CUTTER 2' £„ B 8 3 APPROACH N g BARS A GUTTER �1 L . ' �,. B S G I _ - ) _ I 7 BARS F BARS E � � cN � ��,BARSS E *3" DIAMETER r BARS B WEEP HOLE FRONT ELEVATION BARS F a 1 8 $ - (GUTTER REMOVED)3' 0" 8 I�,•. A VA" BENT PLATE II SECTION B-B R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. ;'. L2f2"X2'/Z"X'/a" GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B I/p" X 4" STUD SHEAR CONNECTOR WELDED N AN AN F T AN [RON AT 2' C-C. GALVANIZED PAT FOR TYPE A TO BE BENT 0 ANGLE 0 68°30' 0 ANGLE 0 CONNECTORS AND EISOTO BE ANCHORED WITH F/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR. PAVEMEI•NT 01-3A L DI-313 L DI-3C L "`; WARPED PAVEMENT - i - - -. -- - -- - - FLOW FLOW I FLOW • 1' 0" 1 I I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVD©T SPECIFICATION STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS SHEET I OF 2 REVISION DATE 12" - 30" PIPE. MAXIMUM DEPTH (H) - 8' 233 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 1 DI-3A B C SHAPE TI CONTOUR OF PIPE � TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. B NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ` ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE, MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. `N SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS A SLOPE TO DRAIN TO INVERT OF OUTLET PIPE THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE :;:` `'•`" ow UP TO 4" IN DIAMETER AM CONSIST OF STONE, BROKEN BRICK, v v , ,,a..,..:' r`.;.,` ,, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE :•;;; :;:•. �)' SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING, NONE I i :' ` OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED, a . -.... -.._• Q = Y DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ° 4 PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - -" INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION 6" B PLAN METHOD OF TREATMENT IN MANHOLES �� STANDARD METHOD OF SHAPING SPECIFICATION ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION i X _ _ �' {x __ - _ _ - - J}♦ CONCRETE 70 BE .1:... ............1114000 PSI MINIMUM PLAN [�P►I1�11�','1 END SECTION DIMENSIONS PIPE DIAMETER A B C D E 121, 4" 21_01. 2'-0" 4,_0„ 2'_0„ 15" 6„ 2'-3„ 1,-9„ 41.011 2'-6" 181, Sill 2'-3" V-911 4'-0" 3,-011 2111 91„ 2'-11" 2'-1„ 5'-01, 31_6,1 24" 9 3'_7„ 2'-6" 6'-1" 27" 10 " 4'-0" 21-11, 61-11, 4,_61, 30" 11-0.1 4,_6" T-7`" 61-1 ,1 51-01, 33", 11_11 ,1 4'-101 1 2'-31 ,1 7'-1 " 5,-6„ 36" 11-3.1 5'-3" 2'-ta „ 8'-1 n 6'-01, 42" 11-91, 5'-3" 2'-11 81-211 61-611 48" 2 -0" 6'-0' 2 -2,1 8 -211 7'-0" 54,1 2'-31, 51_5'1 2'-91 " 8'-21/4" 71_6" 60" 2'-11" 5'-011 t,_Y1, 8,_3„ 8-011 ALTERNATE END -SECTION 12" - 60" PIPE e5-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X -- x CONCRETE TO BE w 4000 PSI MINIMUM PLAN SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B 0 D E 12„ 4,1 2'-01' 41-l„ 61_111 2'-0„ 1511 6" 2'_3" 3'-10" 6'-l" 2'-6„ 18" 9" 2'-3" 3'-10" 6'-l" 3'-01. 21" 91, 2'-If 3'-2" 61-1" 241, 10'f 31_7,1 21-8i1 C,,-YF, 41••011 27" t0t1YZ ,1 4,_0„ 2'-1 ,1 61-11 „ 4'-6" 3011 11-01, 4'-6" t'-7 a1, 6'-1 " 5,_01, 33" 17-IT/2- 4'-10' " 3'-3 4' 8'- IN 5'-6" 36" V 3" 5'-3" 2'-10 a" 8'-1 " 6'-0" 42" 11-91. 5'-31' 2'-11" 8'-2" 6,-6" „ 48 2'-0" , 1, 6 -0 2'-2" 11 $ -2 " 7'-0 54" 1 2'-3'1 5'-5" 2'-11" 8,_4„ 7'-6" 60"1 2'-611 5'-0" 3'-3" 8'-3" 8'-a" PAY LINE - C B SLOPE DETAIL 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". SPECIFICATION ��/["j REFERENCE FLARED END SECTION ROAD AND BRIDGE STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 O ES-1 ADHESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS TYPICAL 8 PLACES-EOUALLY SPACED ON AN "E" DIA. B.C. LOCKABLE ACCESS DOOR W/HINGE, MIN. 2' x 2' CLEAR OPENING SEE NOTE 2 BOLTS 4SHERS AND 1NG NUTS. PLACES -EQUALLY I AN "E" DIA. B.C. �I�[�LJlLlll�(IIEI_�IL JI�IIELI ➢IL ULf#L-1lIlIL' --'--•CIRCULAR STORMWATER RISER I.D. MANAGEMENT It i I RISER U.D. r SR UCTURE RISER DIMENSION I.D. Q.D. A B C D E 24 30 31 28% 7 11 27 35 44 45 41E/p 13 19 40 48 58 59 54E2 13 21 53 60 72 12 86 73 87 1 67%y 1 803/e 17 23 28 35 66 79 84 100 101 93'/a 25 39 92 96 11a 115 106'/4 22 38 105 STI S'WM-OR LOCKABLE ACCESS DOOR WJHINGE, MIN. 2' x 2' CLEAR OPENING SEE NOTE I 2" WIDE X '/a" THICK STEEL RING BOLTED f0 RISER T YP. - Vil\V'JLAR 6" SQ. MAX. STORMWATER MANAGEMENT i€ RISER I,U. i DRAINAGE =� STRUCTURE RISER O.D. RISER DIMENSION APPROX. J.D. 24 O.D. 30 A 30 B 6 C 7 U t0 E 27 SEGaAEN'f 15 PJT. (LBS.) 46 36 ..-_._ 48 44 .._�_........ 58 42 ..... ...._....... 55 6 ..___-•___._.. 9 13 _..........................._.. t3 18 20 40 _.___-.__ 53 22 _..._.._..................._.-'---.... 29 82 12U 60 68 9 17 26 66 36 169 72 _'72 86 81 9 23 34 79 42 227 84 1 100 94 12 25 37 92 49 290 96 1 114 107 12 22 36 705 56 34 E HIGH DENSITY POLYETHYLENE METAL NOTES: 1. ALL METAL TRASH RACKS 36" IN DIAMETER AND LARGER 0R WITH A TOTAL 3. ANTI -VORTEX PLATE IS TO BE USED WHEN SPECIFIED ON THE PLANS. WEIGHT OF 75 LEIS OR GREATER SHALL HAVE A HINGED, LOCKABLE ACCESS COST OF FURNISHING AND PLACING THE ANTI -VORTEX PLATE IS TO DOOR WITH A MINIMUM 2' X 2' CLEAR OPENING. BE INCLUDED 1N THE BID PRICE FOR "THE STRUCTURE. 2. ALL HIGH DENSITY POLYETHYLENE TRASH RACKS 48" IN DIAMETER AND LARGER SHALL HAVE A HINGED, LOCKABLE ACCESS DOOR WITH A MINIMUM 2' X 2' CL.EAR OPENING. SPECIFICATION STORMWATER MANAGEMENT DETAILS TRASH RACK �VDOT FOR SWM DRAINAGE STRUCTURES ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 4 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 114,07 : A%//.o.�liirrrrrrr Ls:!�im;• ` l////.fi= %///�■iiii� /�/�i/rNilrrA■ U/1/limit•■ ,�,�awtwwr■rr...� �/iiliit■riw� mill■ Iit■■lElr■tr • a1u1�---�iiii� • •�1rs•r•a�a,w�llii■ 1• :lit//iicii.w�••-••••--.:._.:.-.,.r�� ,,,�„� REFERENCE 302 0 MH-1 1 - - rntirRrrc - .- HALF PLAN VIEW MH-1 HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE N0TES1 L QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0,970 3.817 13 1 2.5 0.970 4,179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 - I a.5$2 MANHOLE FOR 12" - 48" PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION m A -N n :) N rn 9�? 2'-7" 9� 1, 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 Al 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 SHARING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. XVDQT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 5 106.01 yz SECTION CAST IRON via %2 SECTION STEEL NOTES 2'-7„ LCAST UGS TO BE 1'-31FI " L 21/2'. x 2%z" x 1/4"COLLAR WITH 10'-4" LONG 1. DEPTH INLET (H) TO BE SHOWN 4N FO PLANS. FOR DEPTH GREATER THAN 10' USE - "- STANDARD DI -IA A B OPTIONAL BRACE RIBS CAST i GA1LV. IRON I STEEL 66 ± 43.6 LBS 3 LB5 INCLUDING INCLUDING LUGS ICONNECTOR 1 B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AID THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE 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 %2' x i%2' x 4"JIr I %2" x 4" STRUCTURE. pL� LUGS 12" 9%2" STUD SHEAR CONNEpRS 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A . OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING N� w COLLAR DETAIL I " MIN RAISED Ck`TTERlNG TODINJLETCISNAPINGMSTTO BE INCIDENTAL IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5, STEPS ARE TO BE PROVIDED WHEN H IS ER. FOR DETAILS SEE CAST IRON ONLY STANDAARDGST-1 DETAIN" B 6. THIS ITEM MAY BE PRECAST OR CAST - RETAIL A o l IN -PLACE. 4'-2" HARDWARE CLOTH 2'-61 SEE DETAIL B i'-3" 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE 2'-7" 4" DEPTH AGGR. #68, #78 OR I PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS #8 x 6" 11(IDTH A 2"X4" NOTCH MAY BE PROVIDED. w a v _ s SEE STANDARD T-DI-3, 4 FOR n. a o T_C11 a A 3" DIAMETER ALTERNATE DESIGN. z 2 e N (> . COLLAR SEE WEENO �E 8 0 MEM 8. 3" DIAMETER WEEP HOLE WITH 12"X12" z z z z PLASTIC HARDWARE CLOTH 1/4" MESH -g 12" c'+ OR GALVANIZED STEEL WIRE, MINIMUM 12"-15"-18" OR 24" NUMBER H ao HARDWAREECLOTHOANCHOREDFRMLY ' • 1, N C`F NM O v D TO THE OUTSIDE OF THE STRUCTURE. o Q • 9. CAST IN PLACE CONCRETE IS TO BE A pp n Q ! A yy CLASS A3 (3000 PSI). PRECAST • .�.>0..1�. CONCRETE IS TO BE 4000 PSI. 11/2` SECTION A -A �11 1'p ��If�_ D�� 2•«". " 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER SEE DETAIL B 1' 4�_ CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD_ CONCRETE 15" CONCRETE PIPE - 1,528 CU. YD, CONCRETE APPROXIMATE WEIGHT 11%R" �4" GRATE 363 IRON 8 LBS 11. WATERWAY RINGWISSREQU RED OTE DRAINS N ALL DI-1 LETTERING 18" CONCRETE PRE - 1.620 CU. YD. CONCRETE GRATES. LOCATION OF LETTERING MAY 24" CONCRETE PIPE - 1,817 CU, YD, COCRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. ADD 0.469 ADDITIONAL CU.FOOTDOFEDEPTH. GRATE DETAIL 1vDcrr STANDARD DROP INLET SETE R REFERENCE ROAD AND BRIDGE STANDARDS 1211 " 2411 PIPE: MAXIMUM DEPTH (H) '" 10' VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET 1 OF 1 REVISION DATE 104.01 uj a W z N w Q w z =z� U) Q > Q�:D 0 �o J w �zQ O �- W r�y) m L.J. Q z Yir LL1 , Z z LEJ Fi LTH OF �0 0 OVIO12021 v DANIEL C. HYER a LIC. NO. 45596 A C 64" `g10NAL Ely APPROVED DCH StJB ISSI0N NO. 8 PROJECT 1903600 G L T H E W 0 R T i 0 i 9'LI.2� LINE..I. GRADE O IS-1 O SWM-DR O DI-1 I C6m4 .............. .......... ......... .................................. ...... ... . - ilf .. ..... . ENTRANCE INSET 1" = 20': 0 20 40 W, LANDSCAPE LAYOUT AND MATERIALS PLAN I"= 20': 0 20 40 I MATERIALS LEGEND: PROPOSED ASPHALT (36,499 SF) PROPOSED CONCRETE (25,473 SF) PRESERVED LANDCOVER (2,400 SF) STREET TREE PLANTING STRIP (5,912 SF) PROPOSED MANAGED TURF (22,292 SF) INTERIOR PLANTING AREA (8,218 SF) EXISTING LANDSCAPING .................. .... ... .... ... I ............ ................ PROPOSED STRUCTURES (11,646 SF) PROPOSED PAVER SIDEWALK (2,008 SF) PROPOSED BMP FILTER (1,718 SF) MILL AND OVERLAY AREA (7,458 SF) (,L U1,24 "I 2-0:0 to z ui ui z z ui �,PA,TH OF br 0 0` 11012021 DANIEL C. HYER Lic. No. 45596 -A .a (\ �1 IONAL APPROVED DCH SUBMISSION NO. 8 PROJECT 1903600 T H E W 0 R K 0 F LINE --I- GRADE •