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HomeMy WebLinkAboutSUB202200075 Plan - Submittal (First) 2022-04-10SITE DATA OWNER: DEVELOPER: BREEZY HILL AT KESWICK LLC 1145 TIMBER LANE BOULDER, CO 80304 SOUTHERN DEVELOPMENT HOMES 142 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA22911 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 999 SECOND STREET CHARLOTTESVILLE, VA. 22902 (434)-977-0205 MAGISTERIAL DISTRICT: SCOTTSVILLE MAGISTERIAL DISTRICT TAX MAP PARCEL No: 09400-00-00-008AO TOTAL PARCEL AREA: 82.33 AC CURRENT USE: 2 EXISTING SINGLE FAMILY DETACHED (SFD) HOMES ZONING: R-1. RA RESIDENTIAL BUILDING SETBACKS FRONT: SIDE LOAD GARAGE 5' MIN. FROM R/W FRONT LOAD GARAGE 18' MIN. FROM R/W SIDE: S MINIMUM REAR: 20' MINIMUM R-1- TYPICAL DENSITY: 1 DU/AC RA-TMP 94-8A: 3 PARCELS (DEVELOPMENT RIGHTS) ALLOWABLE DENSITY: 1 DU/AC + 10% DENSITY BONUS CREDIT FOR MAINTENANCE OF EXISTING WOODED AREA (1 10%) + DENSITY BONUS CREDIT FOR DEVELOPMENT STANDARDS (1 * 0.26 ACRES) _ 2.36 DU/AC LAND -USE: 80 R-1 RESIDENTIAL LOTS 3 RA RESIDENTIAL LOTS PROPOSED DENSITY: 83 DU/82.33 ACRES = 1.01 DU/AC TRAFFIC GENERATION: 83 x 10 VPD = 830 VPD AVERAGE SEWER FLOWS: 83 units @ 270 gpd=0.0224 mgd PEAK SEWER FLOWS: 4.0 * 0.0216 mgd=0.0864+ mgd PRELIMINARY SUBDIVISION PLAT: SUB2022-00003 CRITICAL SLOPES: PRESERVED & MANAGED SLOPES PER ALBEMARLE COUNTY GIS IMPERVIOUS AREA: FOREST / OPEN SPACE 17.29 ACRES MANAGED TURF 39.54 ACRES IMPERVIOUSNESS 21.77 ACRES TOTAL DEVELOPMENT AREA 82.33 ACRES WATERSHED/HUC #: THIS SITE LIES WITHIN THE RIVANNA RIVER-CARROLL CREEK WATERSHED H.U.C.020802040404 STORM -WATER MANAGEMENT: REFER TO WP02022000_ TOPOGRAPHY: THE BASE TOPOGRAPHIC AND PLANIMETRIC MAP WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF, JOSEPH MICHAEL KOVACH FROM AN ACTUAL AIRBORNE SURVEY MADE UNDER HIS SUPERVISION; APRIL 2, 2017; THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDES METADATA AND MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. BOUNDARY: THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK UNLESS NOTED OTHERWISE. A PORTION OF THIS PLAT (TMP 09400-00-00-008A0) HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED BY ROUDABUSH GALE & ASSOC. ON DECEMBER 10, 2010 USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. A PORTION OF THIS PLAT (TMP 09400-00-00-00500, TMP 09400-00-00-00600 AND TMP 09400-00-00-001A0) HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED BY ROUDABUSH GALE & ASSOC. ON NOVEMBER 2, 2005 USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. THE BOUNDARY FOR TMP 09400-00-00-00800 IS FROM A PLAT PREPARED BY ROUDABUSH GALE & ASSOCIATES AND RECORDED AT DB 877 PG 21. THE BOUNDARY FOR TMP 09400-00-00-04800 IS FROM PLAT PREPARED BY ROUDABUSH GALE & ASSOCIATES AND RECORDED AT DB 1390 PG PG 537 AND A PLAT PREPARED BY O.R. RANDOLPH AND RECORDED AT DB 300 PG 523. BENCHMARK: SURVEY CONTROL POINTS, "AERIAL TARGETS' PROVIDED MAY 01, 2017 BY ROUDABUSH, GALE AND ASSOCIATES, INC. DATUM HORZ: NAVD 83; VERT: NAVD 88 FLOODPLAIN: A PORTION OF THE AREA SHOWN HEREON IS LOCATED WITHIN FLOOD HAZARD ZONE "A" FOR A 100-YEAR FLOOD AS SHOWN ON FEMA MAP NO. 5100060325D AND 51003C0475D, EFFECTIVE DATE 2/4/2005. THE REMAINING PORTION LIES WITHIN ZONE "X" DETERMINED TO BE OUTSIDE OF THE 0.2%ANNUAL CHANCE FLOODPLAIN. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. STREAM BUFFER: THERE ARE NO STREAM BUFFERS WITHIN PROJECT SITE. NO EVIDENCE OF A BURIAL GROUND EXISTS ON THIS SITE. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. PUBLIC ROAD ACCEPTANCE GUIDANCE: https://www.albemarle.org/home/showpublisheddoewnent/1276/637321324043370000 *ALL NEW RIGHT-OF-WAY SHOWN HEREON SHALL BE DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE WITH RECORDATION OF THE FINAL SUBDIVISION PLAT. ROAD & UTILTIY PLAN SCOTTSVILLE MAGESTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA VICINITY MAP SCALE: 1"=1000 FEET SHEET INDEX SHEET # SHEET TITLE 1 COVER SHEET 2 GENERAL NOTES 3 OVERALL PLAN 4 EXISTING CONDITIONS & DEMOLITION PLAN 5 LAYOUT PLAN & TYPICAL ROAD SECTIONS 6 PLAN & PROFILE - BREEZY HILL LANE & FIRE ACCESS 7 PLAN & PROFILE - SWALLOWTAIL LANE 8 PLAN & PROFILE - SWALLOWTAIL LANE 9 PLAN & PROFILE - SWALLOWTAIL LANE 10 PLAN & PROFILE - BLUEBIRD DRIVE 11 SIGHT DISTANCE PROFILE 12 SIGHT DISTANCE PROFILE 13 SIGHT DISTANCE PROFILE 14 STORM SEWER PROFILES 15 STORM SEWER PROFILES 16 STORM SEWER CALCULATIONS 17 DRAINAGE AREA MAP 18 SANITARY SEWER PROFILES 19 SANITARY SEWER PROFILES 20 SANITARY SEWER PROFILES 21 UTILITY DETAILS 22 LANDSCAPE PLAN 23 OUT -PARCELS APPROVALS DEPARTMENT SIGNATURE DATE ENGINEERING PLANNING/ZONING VA DEPARTMENT OF TRANSPORTATION DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY U O z O Q �? N rr W 0) 00 N a Z W N O pcn m jo UQ JmLLi0) J ZQ z J d �Z0_ Ow>w> �a�9z x wZ 90 I� d W U I� m Q Wco Op DfC� Christopher C. Mulligan Lic. No. 031672 4� �O 04/08/22 ESSI 0 N AL O �tyG z � V J rn W ~ � J UULLB ) ) J D cLL c: J 06 O = O U N W W rr rn z O a U w m z O w m m w 0 O z DATE: 8 APR 22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 SHEET: OF 23 GENERAL CONSTRUCTION NOTES PLAN NOTES 1. THE OWNER MAY ACT AS THE PROJECT MANAGER OR DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. 4. CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF "REDLINES". "REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. 5. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE VSMP AUTHORITY OR PROJECT MANAGER, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 9. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. RETAININNG WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. REFEER TO INSPECTIONS AS OUTLINED IN USBC. 2. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1; STABILIZE SLOPES AS NECESSARY TO ESTABLISH VEGETATION AND PREVENT EROSION. 3. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 5. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 6. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 8. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. UTILITY SYSTEMS 1. THE PROPERTIES ALONG THE PROPOSED RIGHT-OF-WAY(S) SHALL BE SERVED BY PUBLIC SEWER AND WATER. 2. ALL WATERLINE, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON THE PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 4. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITYS RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES IN ADVANCE OF WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE CONFLICTS FROM EXISTING UTILITIES. 5. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE LOCATED AT THE CROSSING. BACKFILL SHALL BE CAREFULLY PLACED AND THOROUGHLY COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT. ANY UTILITIES REMOVED, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND WORKMANSHIP REQUIRED BY UTILITY PROVIDER. 6. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY EXISTING SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 7. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 7. ANY FIRE HYDRANT INSTALLED, BUT NOT YET PROPERLY CONNECTED, TESTED AND PLACED INTO OPERATION BY THE WATER AUTHORITY OF RECORD, SHALL BE "BAGGED" (COVERED AND TAGGED AS INOPERABLE) TO AVOID CONFUSION DURING EMERGENCY EVENTS. 8. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. 9. WHERE THE FLOOD LEVEL RIMS OF THE PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING A FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS TO SPECIFIC AND CONTROLLED OUTFALL LOCATIONS, AS NOTED ON THE PLANS, IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE AND EROSION CONTROLS. 3. ANY TEMPORARY DRAINAGE STRUCTURES CONNECTING TO A STORM SEWER SYSTEM WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPES, MANHOLES AND DROP INLETS SHALL BE CLEARED OF DEBRIS, STONE AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ALL STORM DRAINS, UNDER DRAINS, CROSS DRAINS, INLETS AND PIPES SHALL BE VIDEO INSPECTED IN ACCORDANCE WITH VDOT STANDARDS WITH NO DEFICIENCIES RECOMMENDED FOR CORRECTION BY A CERTIFIED INSPECTOR PRIOR TO CLAIM FOR FINAL PAYMENT BY THE CONTRACTOR. PIPE VIDEOS AND SUMMARY FINDINGS TABLE SHALL BE PRESENTED TO THE PROJECT MANAGER. 8. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 9. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. 10. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. CONCRETE & ASPHALT 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND/OR REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 4. 1/2" PRE -MOLDED 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 IMMEDIATELY ADJACENT. SCORINGS SHALL BE PROVIDED AT 6' INTERVALS BETWEEN EXPANSION JOINTS. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT AND A SMOOTH TRANSITION TO ANEW SHALL BE MADE. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS PLACED AND SHALL EXTEND ALONG THE VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. TRAFFIC & SIGNAGE 1. ALL "NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER. 2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM VDOT. 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE OPERATIONAL AND ACCESSIBLE AT ALL TIMES DURING THE WORK. CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE 1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. 1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. 2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN AN EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TEST PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 11. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE- CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. ACSA GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 2. 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. 3. 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. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 5. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 6. 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. 7. 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. 8. 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 NOTIFY THE 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. 9. 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. 10. 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 MAYBE 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. 11. 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. 12. 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. 13. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 14. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 15. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS Uz I�1 0 GO z O O Q � N 0 rr w rn N U Lo d Z W N O 0co jo W U J z_ Q C) J 0)zo U05 tr a co W> =www z co a-O F+"j wz rnow[d rr Q d w U Q W ��PyTH Oco op Df O r L Christopher C. Mulligan Lic. No. 031672 IVY �O 04/08/22 ESSI 0 N AL O �tyG z � V J Q z rnLLJ g D >- 0 VJ ~ z_J J J ULJ J 06 z LU N W W Ir rn tr in z a U w 0 z O w DATE: 8 APR 22 SCALE: N/A JOB: 487 SUB: 2022-000 SHEET: 2 OF 23 N M N (V O N 00 J z I r ry rl- 00 ca d (13 ry N 4-1 Q) V 1 O 0 z ry LU 0 LLJ J J 00 O ry ry / \\ fly( _ _SHEET / SHEET 10 4' 1V / 4 � .. — .'— % � \� �< �:,1' �\ iiiil' i' /i i' ^\ __ — •a'= / \ a II ` � i'�/ o' ' i i I\u/ i `-\,o _,'' '` ''\` SHEET At � t. / SHEETSi (AV Zzz Z\ \I SHEET 6 \ \, y r \ It It It / / I / ---- ,t is x r (, IL 14 , \ /X� II \ 1\ \ r \� .I\\I I BREEZY HILL OFFSITE UTILITY PLAN it / 1 , LEGEND EXISTING INTERMEDIATE CONTOUR -----332----- EXISTING WATERLINE ' EXISTING INDEX CONTOUR -----300----- PROPOSED WATERLINE •— PROPOSED CONTOUR 20 EXISTING FIRE HYDRANT EXISTING EDGE OF PAVEMENT EX EP PROPOSED FIRE HYDRANT t PROPOSED EDGE OF PAVEMENT EXISTING WATER VALVE . 0 • EXISTING CURB AND GUTTER EX. C&G PROPOSED WATER VALVE _0 PROPOSED CURB AND GUTTER PROPOSED WATER METER O TRANSITION FROM CG-6 ROLL-TOP EXISTING REDUCER -►�• EXISTING STORM SEWER EX. 15" RCP PROPOSED REDUCER ' 1�• HANDICAP RAMP ( PROPOSED STORM SEWER D. V DENOTES LOCATION STD. CG12 AND/OR JURISDICTIONAL EXISTING SANITARY SEWER s s s s STANDARD RAMP CONSTRUCTION PARKING INDICATOR t2 PROPOSED SANITARY SEWER . . . . . INDICATES THE NUMBER OF TYPICAL PARKING SPACES PROPERTY LINE BENCHMARK EASEMENT LINE — PROPERTY BOUNDARY CENTERLINE LIMITS OF CLEARING AND/OR GRADING ■■■■■■■■■■■■■■■■■■■■ VEHICLES PER DAY COUNT 1,234 VPD EXISTING SPOT ELEVATION + PROPOSED SPOT ELEVATION +12.0 PROPOSED STREET NAME SIGN EXISTING TREE DRIP LINE EXISTING SIGN —a— EXISTING TREE PROPOSED SIGN —� SANITARY MANHOLE IDENTIFIER iz PROPOSED TREE �\ Y J OAK STORM DRAIN STRUCTURE IDENTIFIER CONTRACTOR'S RECORD DRAWING REQUIREMENTS CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF "REDLINES". "REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE "REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED. 2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION 3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY'NO CHANGES' 4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT'REVISED' 5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS 6. USE CLEAR LETTERING 7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR X' THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. 8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC 9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) 10. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS 11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS 12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. 13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. 14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT THIS HAND -MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". NAME, TITLE W.9 \� 1 y (CONTRACTOR) U O GO z O (Do Q �? N °C w rn N a-Z W N O 0O co �; p H UQ JJc� J Z_ Q Q-j A Z C'S U 8 5 c5 V �UW>=LLw DO dCrZ O F+•j LL Z rn fr EL Q I� d IW U � Lu Q O fr Op DfC� Christopher C. Mulligan Uc. No. 031672 4� �0.� 04/08/22 ESSIONAL �tyG z O UD z CC) VJ J J J J 0J( w � 0 N W W Ir m 0 DATE: 8 APR 22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 SHEET: 1► m 1.0 C) m N CI q> z Q CL r ry I co Itt m E m ry Q) a) (,/i I CD 0 z ry LU LU 0 LU J J i w W ry CID co 1 O ry ry - ?o, \ / ' - -/\ -, `. ALBEMARLE COUNTY STEEP _ 3oe__ _ . ,�o \ - ----\ \` \ ) - I _ g,,,q .; , � 94-4 SLOPES OVERLAY- MANAGED / k \ / /- - _TEMP. CONSTRUCTION ESM'I.. \ _ °', `\ .` `\`` r, ` _I. == _ : i ' `� '� ":, I :\, \ \ _ \ R , \ I _____ / \ ' DB 4957 PG 588 _ _ -\ - \_ \ ALBEMARLE COUNTY STEEP I /, /pl Z _ r =;'� it \ \ _ . 1\1: I`- _ J 3,0 g- '\ / I -IN ` _ I \ SLOPES OVERLAY PRESERVED 11 / - \\\ iP \` \ - - \ 1 X11 . \ o- - / / / 5Ac1/.0 �� --- \ \ \ \ \ \ 1 ``J� t .1 \ I\`•z �.- I `\\ `\� _-- `_�` xl �I� I ;� /,/. / .W/' -;ice _ ---' \ \ - ` 11 r - �i ` _ �� ` - - _ _ / -- \ _ _ _ 0 rMP zi - _ _ - !i i //i/i/0°J//g'.�"�., ,,,-_ 94-8A \\\,\'\ I, \ \\ \ - -\\ � ��- `\N ,�\ \ •`,`, \ - - _ _ ,' ` I i t /j % i i /// '/''�/' I' ''' \ - `��\`.` \\ \ \ \ \ \ \� 1\ I_'' I -\ �00. pi @\\\ ;� �_.�_ �` \\\\- \ \ ------322 ` ' -�_ /' I I ill////////(v/�'' I /''' �/ \ ``\\`\,\ \ \ \ \ \,IN `!_,-I ____I - ` - Si. _) I -'i/ I',q �`_� `, `,\`-_ II- _- I � � rMP '/' \ / I / / / /O�, / ' ' _-' `\ I ` \ I \ A, /'-1 , \ / r\ `� ♦ , ` rMP \ \—/--- //// // / / M / \_ \\ 'IN \\\ \ \ \ \ ,`-,\ I le\ _/ (__�_-- , /^-_''`�� I/ \ '+ �`` / \ \- ,- _ \-- _ I I//I I i / // 1y / i / .'' `\ \ ` `� \ \ \ \ \ _I (\t,1�- \ _--'' `\ \\ / O " ��\- - --- ' `. `\ 8 - � - �PPROX. 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CONSTRUCTION ESM'T. o I \ \\ 1 / I I 4'' \ DB 4957 PG 588 �/ /. _ _-- \ I - ___ _- _ ___- 11 1 / •�: .I- ,�/� I L�� � J�ji I / / --\ ` ,_ \\, \ \ \ \ \\J 1 / / / I / ' ' \ \ \ O `O I` , \ , I i \ -, `, \ 1 1 I III II IIII\ \\ \ , 11Y _ 1 1 '\ \ \ '` \ \\ \\\ IIII, IIII 1'I \, \i1'I `1��4 rO \ \ /� I / \ 11I /. . I . ., I Lr ,./ I,- I B 49$ 588 \ \7MP 94\8E\ \ \\ \1 �� 6) \ \ /` r \\ \ \\\\ \\ r� � : :�_ . \ I , \ \ ( / / / / t', IIII \ r I i I \ \ \ \ \ \ \ \ , I _ D 7 PG 1 / 1 / � o I \ \ I , / i. .'>.' i'.:%:' 1 j - -_ \ EWERS, PATR/C/A A IIII I, N. l \ > >, _ - _--' ------ \ 30 � I I I l , I I. \ \ > , MP \ N. N. \ \ , \ 0� :, ,:_ Z , \ ' TMP 94-51 I 1 x - \ -410 \ - , , I,/ \ \ \ \ , \\ \\I \ \\ I /I ri/ir / , %I!/ r,' �'�* l . . �, \ .i'����r�r�r�r� / ,I\ --_ , \ \ c; \ \ \ \ \✓ l l I / l , / / / / I 430 \ \ ck,rn \ , - /' \ \ \ \ \ \ \\ \ / '/' . / ' w "' JUMPER, EDWARD ALLEN 111 (l l I / / ` / '.I / 0. / >. /�Ii. ,J,;r/✓.,r:' f' i . 1 0 / / _ - _ ` \ \ \ \ \ , \ 1 / I / \ \ r \ �_ \ _ _ _-�c - \ ,\ \ \ \ \\\ \ I \ -, ki /f / y / //, jir/�//i / i'I/ k� ___-r � \ \ ♦ OR STEPHAN/E LYNN z z. J \ \ \ \ \ \ \ \ \ i I I I I / I / \ c> O \ / _ O _ v \ \ \ \ \ \ 11 \ ,` '.i /" /''ai//I lii'I%4�i:il 3� :�� - \ \ \ \ \ ,N. / - - `\ \\\ `\ >`\ \ IIII \-_ I I I I 1 I , / / / \\ "? �?,\ \ `\ -_ - - - `\ \ \ �.�\\ \ \ \ \ IIII\\\ `•r I ��' / / / --�\ \ \ \ \III I l \ ' \. II i/ii%I4/r„ ./.: _ I � \ ♦F,\A , ,\ , \ \ \ �\ \\ ` \ ` ' I I I I I \ I \ i _ R \ \. ":p ` \` \ \ \`,- - -\\ ` -- - \ -, ` \\ N. \ `\ \\ \ \ (v ✓/i LIII 'i ,.I,I' / '%I,^I '' / _--`--\ \ \ Ilk 1 INik, w%�•\ E DE K -\ -. \ , \ \ \ \ \ `_/ I I I \ \ N. . 4 , ts, ` \ , \ ----`\ \ -`` _-'' / _ \ `, \ \ \ \ I 111 Oy\'/ / I/I IiII :�' \�\ \ 1 , z R \ \ \ \ \ 1 / .,, ,,AI 3 O __- -_---` -\ \ \ . _ PN FI 1 _`, \ \ \ \ \ ` \ `, ' I 1 I � \\ o \\\ ` - ---- _-'_.®- 0 ' �' \ I \ \ \ \ \ \ \ \ 11./ S/Ii0� i/i//<i i/.ILM.'I I'i. .% I - _ \m L \ 11/� /. / ' '' '' - - - _\ \�\ \ \ \ \ -- K, \I \) ' A \ 1 1 l\ \\ \ I \ \\ \ \`\ \ '/ ' 1 l \ t 1 I , 434 1` \ \ -\ \` -- -_ _ ._ --_ C \ I 1 \ 1 \ 1 \I 11'1 1 II 1\\-vI/4.rMP I, p..'- w / /. / . '/// / "- - ` - , _ I I , 1 1 \ I W \ \ \ , \ \ ` , I \ I I I , �r O r / // // I - , \ \ , _ I \ , , I o \ \ \ . I \ / 1 I I 1 \11 1 ,II �' ,t /� / l ��/!/ �r �- \I. \ \ \ \ 1 \ `,_ \_ I r l \ \ 1 l \ \ \ i \ ,__'' / ' 1 / / 1 1 I f ' ` _` \` \ \ `` ` o \ / / % I \ I 1 1 IIIII v\� / 'i i /�i/i//i/i/ II i rMP \\ ��. \ \ \ \-/`\ \ \` \ \ \ \ -, _I \ 1 I \ \ \ / I / I / I I.qI ! ,\ \` \- \_`-```�,1-�\; \ , \ \I I' / I )(� 1 I I ' I IIII\ I / II L/ �d 93A4—J " ;- `\\\ \ \ > / / rMP \\ --- ---- / ; I �: ; I ll1„I\\ II' / % / �II i \ \� ` \ \ \ `\ J l 1 '^ I \ \ \\ \ \ 'I I' ' ✓ ' '\) \ \, \ \\ " \ - - \ ( `\ O I I I I I (v r rI /', ,//I,r fi//ry''�",� /,A, I I v I `\ \\ , \ 1 1 1 \ 1 I \ I 'A \ \ 1 // / i'/ ''/ /%`ii Il I/'I/// / ii/i10i /�'/ _ \-\ \\ \ \� _- / 1 I , 1 \ \ I /I' r_i / ti W �^- _\- `,\ \\ \ ` _ \�- --- - I / / / (\ 1 1I k 1 0 94 8A \- \ \ \ _- `-\ (-` I 7MP 94-80 ,. ._ _ I l I I I /\ / I i ! 111 \ "\ q 9 I / .r ///I,,/�,�� ./l/„ll////////// II'/' ''�/'_' I \- -\ _ I \\ \- , \ - `, _ _ _------ 1 I / , I \ I_I f , / ra f /7 / , \ _ `,-\ \\ \ \ \ \ \ \ \ - _ / / l i JOHN L KUNDZ/NS MARY I 1 \ �� PROPOSED EMERGENCY ACCESS - , \- - \ I \ I I I \ (I ` J\ `/,. i I / r� / \ \ \: , \ _ / % \ rn\ AND WATER LINE CONNECTION _ \ \-. \ --`-\--- 00 / - ' 6 �olol I \II ., Irri r / . l / / / / / / / / II' \ , \ \ \ - R KUNOZ/NS I I ` J \ - /. 5z ,////✓f/ I / I \``\ \ \ -\ \\ \ �\ _ 1 ♦ r\) - __ / �i ,` r -9 1 .ate I 11 1 \' rMP \� \ ,-_ \ \\ \ ' i/ �' ;'/<,' // /' \ \ ` \ ' I `\ I' ----/ i a o - I.\ \ SC4LE� 11'=1100' _ \ 1 NN_ -It 1 . /. / / / / / ' '/ ( \ - \ \ \`\\\\\\ \�\\ r) -1 ` _ --____ ___ 418-___ - _ t \ ,\ 1 94 48A \IiJ ,\\ -` i1 ^ � - --\ \\ \\ \ 11 \\ \ 1 \ 11 IIII \` '' / 1 I - / - _ U 4 O Z o (" cn Q � N W � N d Z W N p 0(0 � jo H UQ <0-i� JZ ( j a) Z C3 ) Z 'I ) rF1 �> tr =IULI LU LU 0 x 0Z mjra W) fr Q I) d W U I� V) Q 9 i4tr oIzv, x of vf�r � -A Uo C' Ay O 9 Christopher C. Mulligan Lic. No. 031672 'k, �O� 04/08/22 \\,� E_SIONAL Y, z �O U) Q Z z Q z 0 H D >- LU LU VJ J 06 U) J D z J 06 o 0 Q 0, U r cr c) N z W x X W W Ir W Z O a U w 0 z O w m W Q O z DATE: 8 APR 22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 SHEET: 4 OF 23 rev d ry I OD (6 0 ry 1/ I 0) 0r) 1 I O r) z ry LLJ W 0 w J J i LLJ LLU ry co 1 O ry ry i LOT 51 41+00 oo,esr 1 \ ♦, 65.36o sF 00 1 III \ \ F ,1 �/ 1�O' •ST'R w,�; -__",. � LOT40 // 1 LOT 19 \ 45+00 / LOT - 44+ _ / \ 21,993 S\ BUF 40+00 1 1 M,505SF 39 00 �37+00 36+00.. / LOT 39 ZO /-- O 52 I LOT53 I 1 j I Y3 I 3sX -- 20,';F _ N 1 1• a3,v SF , LOT 54 I I , I Y OO ` 0.0 a S 1 - i LOT355 LOT 56 I I 57 I I I / - ' 20,1,35E , L LOT 59 1I1 � LOT 20 0 SF LO 8 oc 1 Y dQ -- N . • ' LOT SF II �. I r �.�65F o BB�SF rMP LOT 60 1 _ LOT 61 q/ 25105 sr 1 a,,3]25F ° --_ 80-56A / LOT38 III - ��-- I zo,on sF - - - - I LOT 16 1 1 LOT 21 + 20Aoo SF moon SF 103 I P� LOT 62 LOT 37 1 ► Z1 SPAOE , TMP 23.0105E 1 0 ►-►- I ° 1--� + �= + 15 1 \ 94-7B �- 1 �-- N _ice=�- 1 1 I+ �6B65F N 3 _ 1 j \ o \ Y1 (" LOT 22 1 \ � LOT 63 I I zo,6ao sF - 23,5Q SF - \ ' LOT 36 \ T- + _� + L 14 P1 LOT 64 sF \ �- , , r 000 \ 8695E , , LOT W - 1 TMP a ` 94-7 __� 6.0903E �\ 94-7A \\ LOoaosFS-- \ O 1 1 , \�\ LOT 65 O \ 1 + T13 I\ \ I � \ "low O _---- - 10 coos ; \ I I LOT 24 T \\\ I \♦ , , 2o.aoo SF ---� \ I \ Y2 LOT "34 1 1 _ - J _ I \\ \ \ I I I ` m,MLOT 20'W \ \ \ J _ 0 1 \ \ a LOT 66 + _ - - + LOT 12 I `\ \ 20947 W 1 1 zo oao SF I \ \ 33 I LOT 25 _ _ � v I �♦ 20,00.'O SF _ I \ I v o \a,,aoa sF , 1 / 00 1 1 _-� O \ \ ------------------ ++� LOT 11 1 I '_-__�-a oomsF I O API F P I L 6 T a - LOT 26 2 CCNLHEfE PoIM CF 1 1 20,OW coecRETE p �/ ' LOT 32 1 1 I \ SIGEWNJC FlNISHEG GRADE VDdr5� SIGEWNJC ' 20 f2O SF -- 1 I \ a+( 0•uoa � 1 ' O _ 0•uw I "T I+� LOT 10 I I -ice 5 D. + �' G2 c�6 � N - - _ - � 1 1 � ,� z0000 VDOT STD. LOT 27 + CGE 25' SM9.5A ! 1 .}5 SF 'M.CW SF 1 1 WSIING JI 1/0�:1' 1/�•:1' 1/�"1":1' TMP r O I, GRADE EgS11NG 1 O 2C.T12 SF 31 3-I _ GRADE 94 -SF r- ' + II+� 0T 9 D f SF 3• BM-25 rP�IN 1 1(21A)) 25' lNG ESS & EGRESS E M'T 2q�_ 1 LOT 7 1os' EL ��` 542 P 269PlSTRIP G 5' \ _ I I _ - _ _ _ I I 319fi05F STRIP lWVEL VJJE TRAVEL IANE STRIP - - 1 _ 11 1 25 25 1 ` 0)8 25'F/C-F/C sa TYPICAL STREET SECTION BREEZYHILLI E,SW IWNLW E&BWEBIRDDRIVE DESIGN SPEED DMR-25 MPH DGM E FlNISHED GMDE 23 SM9.SA GHPDE 3' BM-25 W BBAw (21A) 2 2 IBAVEL VJJE IBAVEL IANE 2PF/C-F/C TYPICAL STREET SECTION HRE ACCESS ROAD DESIGN SPEED DMR-25 MPH 10 0 10 20 SCALE: 1"=10' EY nNG \ GRADE \ I TMP 94-51 \ =R, EDWARD ALLEN 111 ' STEPHANIE LYNN \ A yz NmN �A � c 30 / LO / 50,9665E / / \ TMP 94-8E EWERS, PATRICIA A JE DE K \ TMP 94-8D _ \ JOHN L KUNDZ/NS MARY \ R KUNDZ/NS X 0 LOT 69 3 57.9fi2 SF 1 O J 7 o O TMP 94-8C LOT 29 19475F CD 20�i0 --� RJ D0 / W PG 1 I LOT 73 LOT 72 I 22.6zs sF 1 1 I 1 I I LOT 71 1 1 I I 1 1 1 1 1 \ \ SEE SNf-E r+FMr TMP 9h4&4 ,fuc DB TMF ° o 94-48A � BREEZYHILL LANE Number Radius Length Line/Chord Direction C1 200.00 1 751.28 1 S80° 29' 00.51'W SWALLOWTAIL LANE Numbe radius Length Line/Chord Direction C1 200.00 3534.48 S5038' 12.97"E C2 200.00 3534.48 S90 39' 41.72"E C3 200.00 3534.48 S760 12' 20.16'W C4 200.00 1 3534.48 S82° 32' 56.94' W BLUEBIRD DRIVE Number Radius Length Line/Chord Direction -1 1050.34 N600 12' 10.98"W FIRE ACCESS ROAD Number Radius Length Line/Chord Direction L1 496.83 S290 16' 13.59"E C1 200.00 496.83 S38° 32' 36.49"Im L2 496.83 S470 48' 59.39"E TMP 80-56A r. �Olat� j -- - 11+0 104 XOO• \2 0 I 0 LO LOT 78 p.215 SF OT 77 0, 9W i + a I DT 6 LOT 79 F 22.9J2 SF LOT 75 \ \ -- 9J,4535F \ \ 1 r \ K'� r \ 1 LOT 3 , I 2o,004 sF , a I 1 1 I ILOT 2 I OP I zo,otosF I III I P4 I LOT 1 I 20,100 SF 1I qy� 'bT 80 36,534 SF 1 RESIDUE 1w� V�- I PROPOSED I PARCEL A anaa r TMP 94-48 6.7/JB ACRR p85193PoJ61 pg iJ00 p0 5TJ (PIA7) I TMP ---- - I --,--- 94 48- I � o \\ o a PROPOSED \\ PARCEL H \ a \\ \ I \ 100 0 0 300 \\�\ \ SCALE: 1 "=100' rn Z- t U 0 U) z O � Q �? N fr W 0) 0 Cq Z W N O mOcn � jo UQ 0 Q J Z_ J d Z C'3 O 0 c�+� 0j =www W w2 Q)00 rnjra a 1� d W U I� Lu Q 0 W tr �$o���PyTH Op DfC� Christopher C. Mulligan Uc. No. 031672 4� �O 04/08/22 ESSIONAL �tyG z 0_/^' //� V / U) z O Q z U W 1M1 C7 W < LL V) J Q � U J J06 06 z = o g N LLJ g LU Ir In z a U w 0 z O W inw O z DATE: 8 APR 22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 SHEET: 5 OF 23 410 T 26 " 406' 4p0\ o] M M yi Q 3`90 �MES �,WVAT�EI r y TASSEM I /--� �M• 00 /2 1 \ rn a P,pl cL sz D. 38 3$ "PLUG Q O 372 i 370 1 9� 368 n�0 / a 2 —386 366 P4 c O % ��� ���� a O 102 / /i r 1 0 .o. 7 \ 8 41 / t� \ O 400 \ 398 \ \ 396 \ &y fi Y 394 / \ 9 392 390 / n 4 1 4 \ o � �o / / E I A n O I I I m 392 / 390 / 388 388 a y w� 384 382 26 4 / 0 �.J Cy7 9 � t \ 1O P3 O n 1 w W28 u Ud 25 �a 1oa y - E HVDARNTASSE Q) \ VF •M1 ..., O - - 428 � I J 426 64 TYPE 'K'COPPER )MESTIC WATER: METER (TYP.) 40 \ :VICE q 6 \ \ O \ 400 O� \ \ 6 Om J \ \ 111 EL 39 0.50 ! •' �-------- -��_---lid �- 11 LEN 111 ---- ---I\1• �- ----VPI -�cCl♦---I�� �- ---- �- ---- -� ■.�---I•f� �- ---- -iJ.:✓•---Ins ��Fi!_1�-------�7��--S9R•r �---sill` tom] Mari---��---�1•--�i.11l�--�I� MOEN�] �---�--I--ice•""_'_-- -- -----_'••■�_-�--I� -------- ------------ -- - ------ --------- --------- ------ -- -- ------ --------- 141111111111 ---� ili�9Y1�-----�1lfl•�fi---� ----� �.tis 10+00 11+00 12+00 13+00 14+00 15+00 BREEZY HILL LANE PROFILE H:1"=50'; V:1"=10' 410 450 405 445 400 440 395 435 390 430 385 425 380 420 375 415 370 410 365 405 360 400 355 395 350 390 345 385 340 380 335 375 330 370 422 420 4�6 ��b 414 \ 412 418 - -410_ f 98 4 p0 \\ REMOVE 8" k00 / 10 / a ��---------mil ���------ 1 0 11 �V VPI EL 408.00 200.00'�..�i Win. -.1--- -IIfIY�--LEN SO - --------- --- - ---- --- --- ------il•�IGlliltl• �fL7-- 16+00 17+00 10+00 11+00 12+00 13+00 EMERGENCY FIRE ACCESS PROFILE H:1 "=50'; V:1 "=10' 10 14+00 15+00 0 0 0-1� SLW�L 0 50 SCALE: 1"=50 PROFILE SCALE PLAN LEGEND O VDOT STD. CG-6 CURB & GUTTER (TYP) O S SIDEWALK (TYP) O 6PLANTING STRIP (TYP) Oq VDOT STD. CG-12, TYPE C (TYP) O VDOT STD. CG-9B (BILKS. A, B & C PRIV . ENTR. (s)) O VDOT STD. BLOCKED -OUT W-BEAM GUARDRAIL WITH WOOD POSTS. O7 VDOT STD. R1-1 STOP SIGN (TYP) O8 STREET NAME SIGN (TYP) O "NO PARKING" SIGN (TYP) VDOT STD. R2-1 SPEED LIMIT SIGN 10 (TYP) 11 VDOT STD. CG-7 CURBING 12 "DROWNING HAZARD" SIGN 13 TEMP. TURNAROUND (VDOT BRANCH TYPE) PEDESTRIAN CROSSING SIGN 14 (TYP) 15 CLUSTER BOX UNITS (CBUs) i6 MUTCD TYPE 3 BARRICADE WITH R11-2 SIGN 17 VDOT STUB OUT STREET SIGN 18 NO OUTLET" SIGN 19 VDOT STD. CG-9D 20 EMERGENCY GATE FOR FIRE ACCESS W/ KNOX BOX (SEE DETAIL) 21 VDOT STD. WP-2 ROAD CONNECTION VARIABLE WIDTH TEMP. 22 TURN -AROUND ESMT. 20' PRIVATE ACCESS EASEMENT 23 (H.O.A.) 24 PUBLIC DRAINAGE EASEMENT 25 PRIVATE DRAINAGE EASEMENT 28 SANITARY SEWER EASEMENT 27 STACKED RETAINING WALL (SEE SHEET 13) 150' PAVED DECELLERATION. TAPER 28 & SHOULDER (SEE TYPICAL SECTION) 50' PAVED ACCELERATION TAPER 29 (SEE TYPICAL SECTION) 440 435 430 425 420 415 410 405 400 395 390 385 380 375 370 50 100 150 zU O V) z O � Q �? W N 0) d Z N W N O pv1 � jo OQ H J Z zO J L3_ Q � J d) Op» 0> =www V �z Z OR x � m° F�Frr d W Q O M••� Lu Q W z O a co co w 0 co z O co w o= in w Q O Z yTH Op DfC� Christopher C. Mulligan Uc. No. 031672 IVY 04/08/22 1�v ESS 10 N AL'%yG z �O_n V J W � n r V) J JD JW ❑ ' Q O N W W m DATE: BA PFP22 SCALE: - JOB: 487 SUB: 2022-000 SHEET: 6 OF 23 Q.WGA\TMPROMBT-BREEZY HILL\ENGINEERING M(A01 ShWS\Redd PldnW7_RP_PLPR dw �� 1 \ \ �Rau f♦ 40 402 .f c00 v) rns \ \ sllOp 1 �1�0> 400 / X 90 v o \ \ O 398 7, 396 �o (o \� \ O 1 26 \ S \ 9 / �110� l P4 b x 110� py \ / . • 382 � 9 � W �loeo.� }• / / .:'- :+� (3)9"G.V.%BOX a^ xa^ EE ��� 0 , _.. 130A FIRE HYDARNT ASSEM 0\ / \ 1 435 430 425 420 415 410 405 400 395 390 385 380 375 370 365 360 355 8l1 07 12 0 `t rn n 9 \ / \ 2 / \ ' 4� c9 fTYPE'K' COPPER IC WATER SERVICE \ e METER (TVP.) IT ASSEMBLY \ '9 10� 2 1 0 25 130 / r 25 yq1 1�0% 0 Ox J \ \ ��o ��V o 0 134 U 136 / 124 126 rr 122 "00 / \ 26 s 251kb� o01y �o 910 \ / \ 10 �O / \ 01 ��4 �o SID 01, M/ J ,k_ sz , !_ w 4 10� e� 00% 10> l I q30 1/ 42s O 1424 (� / 422 / 420 / 478 Ors / 414 sgs`s / 412 10i 410 408 432 t METER (TYP.)� �---------- ------ III---- 1� �t�----------------- LZi �� WERE"1� I LEN 4II II VSID201.62�-- 1� �RIC�-- 390.70 LEN 200.00' ------------ I LEN 41.22 1� ----- -----�� ----- -M��-- -----Iyl�n� 1� EMI--��---��-��-------��-�R�--- 1� �--i7�ii---- -----i7G■----�IIL�JLYa---� 1� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SWALLOWTAIL DRIVE PROFILE H:111=50'; V:V=10' 18+00 19+00 20+00 21+00 22+00 435 430 425 420 415 410 405 400 395 390 385 380 375 370 365 360 355 PLAN LEGEND O VDOT STD. CG-6 CURB & GUTTER (TYP) 2O U SIDEWALK (TYP) 3O U PLANTING STRIP (TYP) 4O VDOT STD. CG-12, TYPE C (TYP) O VDOT STD. CG-9B (BILKS. A, B & C PRIV . ENTR. (s)) O VDOT STD. BLOCKED -OUT W-BEAM GUARDRAIL WITH WOOD POSTS. O7 VDOT STD. R1-1 STOP SIGN (TYP) 8O STREET NAME SIGN (TYP) 9O "NO PARKING" SIGN (TYP) VDOT STD. R2-1 SPEED LIMIT SIGN 10 (TYP) 11 VDOT STD. CG-7 CURBING 12 "DROWNING HAZARD" SIGN 13 TEMP. TURNAROUND (VDOT BRANCH TYPE) PEDESTRIAN CROSSING SIGN 14 (TYP) 15 CLUSTER BOX UNITS (CBUs) 16 MUTCD TYPE 3 BARRICADE WITH R11-2 SIGN 17 VDOT STUB OUT STREET SIGN 18 NO OUTLET" SIGN 19 VDOT STD. CG-9D 20 EMERGENCY GATE FOR FIRE ACCESS W/ KNOX BOX (SEE DETAIL) 21 VDOT STD. WP-2 ROAD CONNECTION 22 VARIABLE WIDTH TEMP. TURN -AROUND ESMT. 20' PRIVATE ACCESS EASEMENT 23 (H.O.A.) 24 PUBLIC DRAINAGE EASEMENT 25 PRIVATE DRAINAGE EASEMENT 28 SANITARY SEWER EASEMENT 27 STACKED RETAINING WALL (SEE SHEET 13) 150' PAVED DECELLERATION. TAPER 28 & SHOULDER (SEE TYPICAL SECTION) 50' PAVED ACCELERATION TAPER 29 (SEE TYPICAL SECTION) 50 100 150 F--�I 0 GO z O� Q �? O W N � d Z N W N O W~ pcn U jo l z C3 Ld J Lj J O O Z �> > CO =wwLLU V �z coarnfr(L Fri FF'•�-'�i 0Z > fr d W Q O F" co Q rl Z O C) U Lu W J) z O Lu m W O Z Op DfC� Christopher C. Mulligan Uc. No. 031672 IVY �O 04/08/22 N ESS 10N A I. Y'%G z O z V J /� J z g Q 0 CC) � c / J >J J D `I I J 06 LLJ J_ a_ N 06 w z w g m DATE: BA PFP22 SCALE: - JOB: 487 SUB: 2022-000 SHEET: / OF 23 Q.WGA\TMPROMBT-BREEZY HILL\ENGINEERING M(A01 ShWS\Redd PldnW7-RP_PLPR dw Roo w� 01 z 430 425 420 415 410 405 400 395 390 385 380 375 370 365 360 355 350 00 \1.0 \ ? �v 154 170 \ O I \ O OO O \ ^' 372 \ 370\ 374 \ 376 \ 378 Z5 380 — 380 \ 386 \ 36 5 ti01 I o � / 3 / O _ / w o CO 7 0 I w o — w ? x0 26 / 72 — / r / / � N i O c w � O / • ( _ I /m cQcQ Lo 00 / I cc,)I E / — Y1 3R0 40 O / O \ ICWCO5EDOMESTIC / / p / C / / cw O / clyo / yCb I (' 3 2 �374 3 0 �w \ c 1 1/ 1/ No— —tom--- ------------- ■� 1 ©ate-------------------- ■� mp I 101/ �•it�--------------------� mp - - 7LEN 1 VSD 1 201.62 �il�:�----------- 1 111/ = 66.01 -------7� ��`7��----- 1111 1 ---- ------- ■� t�Z:A�K�----- ----Vp1EL ------ ■� ---tiZL7L1C1�----- ------ ■� ---- ------ ---�n��nli�----- ®.... ----K ------ ---- ------ ■� -—i��t•� ■� ----------------- or ■--�511�'�� ��----------------- ■� ML w PROPOSED GRADE ------�`— ��1•---�Q------- momw - It��------ —�i"��—� -- --tom ■� ----L1 . - - 1SaE�---------- j!]!'l---------- ----- ■� ----fi Ifi[�---------- -----� ■,. 11111G�----------------�IIIG�----- ■� 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 SWALLOWTAIL DRIVE PROFILE H:1 "=50'; V:1 "=101 30+00 31+00 32+00 33+00 34+00 430 425 420 415 410 405 400 395 390 385 380 375 370 365 360 355 350 PLAN LEGEND VDOT STD. CG-6 CURB & GUTTER O (TYP) O2 5' SIDEWALK (TYP) O3 & PLANTING STRIP (TYP) O VDOT STD. CG-12, TYPE C (TYP) OS VDOT STD. CG-9B (BILKS. A, B & C PRIV .ENTR.(s)) O VDOT STD. BLOCKED -OUT W-BEAM GUARDRAIL WITH WOOD POSTS. O7 VDOT STD. R1-1 STOP SIGN (TYP) SO STREET NAME SIGN (TYP) O "NO PARKING" SIGN (TYP) VDOT STD. R2-1 SPEED LIMIT SIGN 10 (TYP) 11 VDOT STD. CG-7 CURBING 12 "DROWNING HAZARD" SIGN 13 TEMP. TURNAROUND (VDOT BRANCH TYPE) PEDESTRIAN CROSSING SIGN 14 (TYP) 15 CLUSTER BOX UNITS (CBUs) 16 MUTCD TYPE 3 BARRICADE WITH R11-2 SIGN 17 VDOT STUB OUT STREET SIGN 18 'NO OUTLET' SIGN 19 VDOT STD. CG-9D 20 EMERGENCY GATE FOR FIRE ACCESS W/ KNOX BOX (SEE DETAIL) 21 VDOT STD. WP-2 ROAD CONNECTION 22 VARIABLE WIDTH TEMP. TURN -AROUND ESMT. 20' PRIVATE ACCESS EASEMENT 23 (H.O.A.) 24 PUBLIC DRAINAGE EASEMENT 25 PRIVATE DRAINAGE EASEMENT P6 SANITARY SEWER EASEMENT 27 STACKED RETAINING WALL (SEE SHEET 13) 1501PAVED DECELLERATION. TAPER 28 & SHOULDER (SEE TYPICAL SECTION) 29 50' PAVED ACCELERATION TAPER (SEE TYPICAL SECTION) 50 100 150 U 0 z O � Q �? O Lou01 N Z cmL W N O W~ Om U m>4 l a Z C3 J Lu < C) J IA O O E > > cam+ 7: LLI V [n Z O OR LWi Z fr (3) F�F d W Q U M� m Q z a U Lu W 0 m z O W m in W 0 O Z z z rO V J /� J z g Q o pp D r v / J >J J D `I I J 06 LLJ J_ O I N 06 LLJ z g mLu m DATE: BA PFP22 SCALE: - JOB: 487 SUB: 2022-000 SHEET: OF 23 QWGA\TMPROMV-BREEZY HILL\ENGINEERING M(AO1 ShWS\Redd PldnW7-RP_PLPR dw 1 o - ', � ,_. o Z9lp� \\C o o 2685101 21Y DRAINGE ESMT. iszc<'\< OA zc— \ —340 ��N3ap • '•:.. 25 2 O 350 w I I g91p1�° Y3 vAR.wIOTHSA NITARV SEWS ESMT. 364 I i I 8 W 6, Y4 , 191p, 372� I I9„oz 6Y g51p1 • 't g91p1 I iro�� - ti9 R I Y5 9 E9 1p1 I r 25 1p� s �� L. D.I. WIL UG tE4 d �O i 6 I 9 � .. ...,. .... 0358 1 +00 13+00 15 00 3 9 \....2+0 � FI HYDRANT ASS BLV �O / 3 � O 36p 1 —356 —364 I I — 360 � }"TVPE'K'COPPER DOMESTIC WATER SERVICE I I e METER ) � I O FIRE HYDRANT ASSEMBLY I I I I 3 O 1 I I _ _ jsgr \z Oq 1p"1 _ - Sg\0'OZ 8 340 I �332 �{l 1p, 20'DRAINGE ESMT. 0 00l 0 I T ° .•• 76A i 1 I• •,• I ill, 1 o •••• �o ooaO •• \i3lid NOI1d�a3SN �� a� £b v I I I 9v 1� I 360 1p� I 1p"1 6V 1pl Og PLAN LEGEND 50 0 50 100 150 SCALE: 1 "=50' ID co co 9.6, MIN1 O VDOT STD. CG-6 CURB &GUTTER (TYP) 2O 5' SIDEWALK (TYP) 3O 6' PLANTING STRIP (TYP) 4O VDOT STD. CG-12, TYPE C (TYP) O VDOT STD. CG-9B (BILKS. A, B & C PRIV .ENTR.(s)) O VDOT STD. BLOCKED -OUT W-BEAM GUARDRAIL WITH WOOD POSTS. O7 VDOT STD. R1-1 STOP SIGN (TYP) 8O STREET NAME SIGN (TYP) 9O "NO PARKING" SIGN (TYP) VDOT STD. R2-1 SPEED LIMIT SIGN 10 (TYP) 11 VDOT STD. CG-7 CURBING 12 "DROWNING HAZARD" SIGN 13 TEMP. TURNAROUND (VDOT BRANCH TYPE) 14 PEDESTRIAN CROSSING SIGN (TYP) 15 CLUSTER BOX UNITS (CBUs) 16 MUTCD TYPE 3 BARRICADE WITH R11-2 SIGN 17 VDOT STUB OUT STREET SIGN 18 NO OUTLET" SIGN 19 VDOT STD. CG-9D 20 EMERGENCY GATE FOR FIRE ACCESS W/ KNOX BOX (SEE DETAIL) 21 VDOT STD. WP-2 ROAD CONNECTION 22 VARIABLE WIDTH TEMP. TURN -AROUND ESMT. 23 20' PRIVATE ACCESS EASEMENT (H.O.A.) 24 PUBLIC DRAINAGE EASEMENT 25 PRIVATE DRAINAGE EASEMENT 28 SANITARY SEWER EASEMENT 27 STACKED RETAINING WALL (SEE SHEET 13) 150' PAVED DECELLERATION. TAPER 28 &SHOULDER (SEE TYPICAL SECTION) 50' PAVED ACCELERATION TAPER 29 (SEE TYPICAL SECTION) zU F--�I 0 � z � O� Q �? N acid - IS W � N O_ Z W N O o� W ~ l U a J 0 J � 50 U O > cam+ V �> =wwW !• wis o_moo IF"+r�l L Z rn OC d FTA > ¢ �M••�� o_ W U V) ¢ H Op o���PyT DfC� Christopher C. Mulligan • Lic. No. 031672 4� �OdA 04/08/22 ESSI ONAL �tyG z �n z V J J /� z Q CC) g o � J J I J � J� _ N W z w g m z a U Cn w 0 z 0 w m w 0 O z DATE: 014lRPFP22 SCALE: - JOB: 487 SUB: 2022-000 SHEET: 9 OF 23 Q\RGN\TMPROMBT-BREEZY HILL\ENGINEERING\DWG\01 $hGMS\Redd Pldn\487_RP_PLPR dwq I I �l I \ 2s I go\ I �z I I �0 O) I V 1 1 cn q06 8 \ _ - 4 O �408 \ 404 26 402 �— -400 H 0 _ -398 \�r I 3�. + O- 96 ' DID '- -- - �390-, I I - 388 \ 00 ( 1 3 — — 136 v V 6 \ 1ps \ :0- W z 420 415 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 s r- O 18 A I I Ico r- 0 W Nr I I o0 ZO 360 Lu Do 0 J160 I I I I I I I ?so I T -4 FIREHYDAR TASSEMBLY I I I I I I r J O END B"D.IWIL144 '50 S" PLUGUG 9 1 AR i x , 1 400 ��� r2X00 25 ?" TYPE W COPPER FIR WAS N M I- I �� I DOMESTIC WATER SERVICE METER P. 9ti/O i 0 I0, :'I 30� 0 I T° — 1—° DIDII / / / / IIF s 9 N/ i 388 / a ti 0 o a ti o Do" '� \ 382- 378 -- I I L I/ M: L - - - - 376 I % '\ I 20SANITARY S R EME 374 T I _ IN i -372 - T -368 - \ --366� -►--�- _ 364 - - --- --- - \ / i i - n n 00.15---------�/t7F�� 200.00- K---------��):.1L'-•ate i?7 -C�Y�-------- �•171=�-------- ---------�nraFi� �..WC�1 --------LEN Iiilir.>•����liiiiiiiiiiiii������— ���������i'ras� 1 LEN 30.00GRADE- --------��111 --� --------��-t___PROPOSED --� �'liiiiiii� w -------- -------1--------- ------- -- ------------- --- --- ------------- -- --_----- -- ------------- • • --- �--------!]t�7•---------liiiiiiiiiiiiw�i�>_ —� liiiiiiiiiiiiiiii���������liiiiiiiiiiiiiiiiiiiiiia�le>•���������liiiiiiiiiiiiiii.-�r.� � )+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 BLUEBIRD DRIVE PROFILE H:1"=50'; V:1"=10' 420 415 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 PLAN LEGEND VDOT STD. CG-6 CURB & GUTTER O (TYP) O 5' SIDEWALK (TYP) O3 & PLANTING STRIP (TYP) O4 VDOT STD. CG-12, TYPE C (TYP) OS VDOT STD. CG-9B (BILKS. A, B & C PRIV .ENTR.(s)) O VDOT STD. BLOCKED -OUT W-BEAM GUARDRAIL WITH WOOD POSTS. O7 VDOT STD. R1-1 STOP SIGN (TYP) O STREET NAME SIGN (TYP) 9O "NO PARKING" SIGN (TYP) VDOT STD. R2-1 SPEED LIMIT SIGN 10 (TYP) 11 VDOT STD. CG-7 CURBING 12 "DROWNING HAZARD" SIGN 13 TEMP. TURNAROUND(VDOT BRANCH TYPE) PEDESTRIAN CROSSING SIGN 14 (TYP) 15 CLUSTER BOX UNITS (CBUs) 16 MUTCD TYPE 3 BARRICADE WITH R11-2 SIGN 17 VDOT STUB OUT STREET SIGN 18 NO OUTLET' SIGN 19 VDOT STD. CG-9D 20 EMERGENCY GATE FOR FIRE ACCESS W/ KNOX BOX (SEE DETAIL) 21 VDOT STD. WP-2 ROAD CONNECTION 22 VARIABLE WIDTH TEMP. TURN -AROUND ESMT. 20' PRIVATE ACCESS EASEMENT 23 (H.O.A.) 24 PUBLIC DRAINAGE EASEMENT 25 PRIVATE DRAINAGE EASEMENT P8 SANITARY SEWER EASEMENT 27 STACKED RETAINING WALL (SEE SHEET 13) 150'PAVED DECELLERATION. TAPER 28 & SHOULDER (SEE TYPICAL SECTION) 29 50' PAVED ACCELERATION TAPER (SEE TYPICAL SECTION) 50 100 150 0 GO � z O � Q � � W N � a-Z N W N O W~ pcn U m jo l a z 0 a U w 0 Z O w m } in w 0 O Z PyTx of vfc� Christopher C. Mulligan ' Lic. No. 031672 4� �0.� 04/08/22 ESSI ONAL �tyGLu 006 6 z O_ V J > W � m w J CD J � w J DATE: B14lRPFP22 SCALE: - JOB: 487 SUB: 2022-000 SHEET: 10 OF 23 QWGA\TMPROMBT-BREEZY HILL\ENGINEERING\DWG\01 ShWS\Redd PldnW7-RP_PLPR dw r Cn M rrrm N N CD N 00 C� LL 0 ry CL d ry Oo (6 (73 ry In N C) CD r) / z ry LU LEI z z LU J J N LU LU ry m I co 1 O ry d ry ' I I I '-------------------- I I • I, = US"250 22+2.122\+,Q0 21 +On A '613L = 610' 13+p0 — - � — �' — — 18+00 ------ 13+00 i 2+ 0 11+ 0-. 10+00 -' 17+00 -SDR = 610' 14+00 / 1 0 \ — 15i00� 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 c - - o ---- i - i i Co P4 / P3 ` I STA 20+07.15 STA 16+81.54 / TOP 385.00 TOP 374.08 INV OUT 376.80 (P4-P3) P3 =INV IN 368.50 (P4-P3) / P4 INV OUT 368.30 (P3-P2) — — — --- _ I o I — 4 HEIGHT OF OBJECT 3.5' moons - --- --t��-- -----------� -----------__-- ------------- -------------------------- -------------------------- -------------------------- 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 BREEZY HILL LANE TO US 250 PROFILE 50 0 H:1 "=50'; V:1 "=10' SCALE: 1"=50' 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 21 +50 22+00 22+35 50 100 150 10 0 1 0 50 PROFILE SCALE U U OZ O � Q �? N rr W 0) N a-Z W N O o0 �<'o W l U a J 90 Lu J 4m > 1/�—nIJ Z C3 U 8 "in U► 0 > = W LULU co rn 00 wZ rntra F�F Q M••� d W co Q O Cc Op DfC� Christopher C. Mulligan Uc. No. 031672 4� �O 04/08/22 ESSIONAL O �tyG z r V J J � g o Cc LL U) U z J Q J 06 � I N cn W LU Ir W 0 DATE: 8 APR 22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 (SHE T: 11 OF 23 rms O N rn rrri N N O 00 L.L 0 ry CL d ry co (6 O ry In a--+ Q) Q) CD r) z ry W LU z z W J J i w w ry no I co O ry d ry L k �'\ o x � o I \ 1 I i \ \ I SIGHT DISTANCE i EASEMENT REQ'D J � \ Ex D 00 \ � I o L / 0 i 430 425 420 415 410 405 400 395 390 385 380 375 370 HEIGHT OF HEIGHTOF--.--I��- EYE -----3.5'— GRADE �1rJ�--------- �HEIGHT • rim -I---------- OBJECT�-�------- -------- EXISTING GRADE 9+75 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 FIRE ACCESS TO SWALLOWTAIL LANE PROFILE H:1"=50'; V:1"=10' 430 450 425 445 420 440 415 435 410 430 405 425 400 420 395 415 390 410 385 405 380 400 375 395 370 390 w a= LL j 335' ' 0SDR = \ 1 , a�� HEIGHT OF ------------- OBJECT 3.5'ni�— • HEIGHT OF ������� ��si� OBJECT 3.5'� =--M —i7�� ill------- �--ice•------GRADE — PROPOSED GRADE 14+50 15+00 15+50 16+00 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 FIRE ACCESS TO RUNNING DEER DRIVE PROFILE H:1 "=50'; V:1 "=10' 450 445 440 435 430 425 420 415 410 405 400 395 390 15+00 15+50 16+00 16+50 17+00 full 0 1 0 50 PROFILE SCALE 50 0 50 100 150 SCALE: 1 "=50' U U O W) Z 0 � Q �? 0= w N 0) d Z N W N O W 0 U ~ j o l a Z J 09 J O U 0 > 22 c> cam+) =LU LU c/)�z o LL i FTA �M� a w Q U LU Q z 0 a U co w 0 co z 0 co w o= in w 0 O Z Op DfC� Christopher C. Mulligan Uc. No. '0 031672 4� �0+� 04/08/22 ESS 10N AL �tyG z O r V J J g o m (� _j LL U J z Q J 06 N cn W W m DATE: 8 APR 22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 SHEET: 1 OF 23 rms Q0 M m N N O N 00 Li 0 ry a a ry 00 (6 (73 ry N Q) Q) CD 0 / z ry LU LU z z LU J J i w LU ry m 00 0 ry d ry 5 410 405 400 395 390 385 380 375 370 365 360 355 350 —400 \� 1� 406 JJJJJJ� �l�--EYE ---� JJJJJJ�HEIGHT • JJJJJJJ■ •. --JJ■-1-��� JJJJJJJ■ -�I•JJ��`�� �!�HEIGHT • JJJJJJ� JJJJJJ� � -----��JJJt_�-IJJJJJJ� ��------JJJJJJJJ��-l1JJJJJJ� �-------J���� 'JJJJJJJ■ �-------J-�� JJJJJJJ■ ----------- ----------- . .. .. .. .. .. .. 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 SWALLOWTAIL LANE TO BREEZY HILL LANE PROFILE H:1 "=50'; V:1 "=10' 410 405 400 395 390 385 380 375 370 365 360 355 350 430 425 420 415 410 405 400 395 390 385 380 375 370 II r � I 416 / / I I 410 i 1 i I I I JJJJJJJ■------ -- -----�� mm��---JJ�JJ��7 JJJJJJJ■---- ��--�--�� JJJJJJJ■---- oil J--J--�—� JJJJJJJ■-- JJJJJJJ■ �f-��-------� JJJJJJJJfHEIGHT • -�--------� JJJJJJ�I OBJECT ------------� JJJJJJ� �--I--------� JJJJJJt t/----�--------� EXISTINGGRADE JJJJJJJ■-- -------� 14+00 14+50 14+75 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 BLUEBIRD DRIVE TO SWALLOWTAIL LANE PROFILE H:1"=50'; V:1"=10' 430 425 420 415 410 405 400 395 390 385 380 375 370 14+50 15+00 15+5015+ 70 50 10 0 1 0 50 PROFILE SCALE 100 150 U U 0GO Z p � Q F? N rr w 0) cm d Z W N O W 00 aid o ' U Q J p J rn 62 VO>cm+ V �> =www co Nr- 0Z x U- ° vF-1� Q M••� a w coU Q Op DfC� Christopher C. Mulligan INo. 031672 41 �O 04/08/22 l�� ESSIONAL'%yG z 0 V ) J � g 0 Cc LL U) U z J Q J 06 � 0 N cn III LUrr m tr LU Z a U U LU Z 0 w DATE: 8 APR 22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 SHEET: 130F 23 ms Q0 O f'n M M N N O N co LL O ry CL d ry co (6 (73 ry N Q) Q) I O r) z ry LU LU z z LU J J w LU ry m I co 1 O ry 11 ry 400 400 400 400 410 410 410 .23 395 395 395 40;sum 405 405 7.35 (105) 390366.09390 390 3 MNE 400 400 ) STA 10 TINV O 385 385 385 3 INV IN 365. 395 INV IN INV IN 374. 27 I Me INV NV OUT 365. 380 380 380 390 .50 (115) 390 SIL 102 INVIN 3 375 375 375 385 385 385 370I NV OUT 370 370 370 380 380 380 365 365 365 365 375 375 375 1.62% 360 360 360 360 370 370 370 355 355 355 355 365 365 365 350 350 350 350 360 360 360 345 345 345 345 355 355 355 340 340 340 340 350 350 350 335 335 335 335 345 345 345 9+75 10+00 11 +00 12+00 13+00 13+25 9+75 10+00 11 +00 12+00 13+00 14+00 14+25 9+75 10+00 11 +00 11 +50 9+75 10+00 11 +00 12+00 12+25 STRM 106 - 100 PROFILE STRM 120 - 108 PROFILE STRM 116 - 110 PROFILE STRM 128 - 122 PROFILE H:1"=50'; V:1"=10' H:1"=50'; V:1"=10' HT'=50'; V:1"=10' H:1"=50'; V:1"=10' 425 425 425 385 5 420 420 420 18 (141) 380 415 415 415 415 375 0 (151) TOP 393.48 410 410 410 410 370 405 405 405 DIP 405 365 400 400 400 400 360 TOP 385160% 395 395 395-134 395 355 TOP 375.39 IN 374.00 390 390 390 390 350 374.50 385 385 385 385 345 380 380 380 380 340 375 375 375 375 335 DIP 370 370 370 370 330 365 365 365 365 325 360 360 360 360 320 355 355 355 355 315 350 350 350 350 310 9+75 10+00 11+00 12+00 9+75 10+00 11+00 12+00 13+00 14+00 15+00 15+50 9+75 10+00 11+00 12+00 13+00 13+75 STRM 132 - 130 PROFILE STRM 142 - 134 PROFILE STRM 152 - 144 PROFILE H:1"=50'; V:1"=10' H:1"=50'; V:1"=10' H:1"=50'; V:1"=10' 10 0 0 50 PROFILE SCALE 50 0 50 100 150 SCALE: 1 "=50' --- 1' 1 11` • • :• 1 1-1� �•�!� •• ., 360.00 1 • • :1 1 • •' • --- --- --- --- •-!� --- •�!� �- �� �- -� —� -� 11 • • . • 11 1 �—YiW Wi�Yi■Y�---� ����!ri • mT�3-7ii..�i. J �l��� ■�i�`iQiRYla•]9�m>tllKfceS'q�.l� �!-1�.S91�/---�5_Y�G�TSi • nTGic77��� ------------ ���I�IR1:1'�T.T4!t'7J —lam-- • . ���t�■ %��■■SZ36G�!riTf3mTiT t • . �I—.—L�IT�nTdT-L•St7i�� i ��•�I�r_-slm�;tea le �r�i������ U U OZ GO O (D Q 0) cm rr W 0) cm d Z W N O pv1 m jo W ~ l U a J 0 J � 1/�—nIJ Z C3 O � V o> = wwW co�z O 'W` Z rn oJ[ a Q W Op DfC� Christopher C. Mulligan ' Lic. No. 031672 4� �. 04/08/22 ���' ESSI ONAL O �tyG z � V J Z w Q J 0 g o 0 J Ccw J w J � � � O N �' �'1 W W rr W O DATE: 8 APR 22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 SHEET: 140F 23 10 • �� rrm rn riri N N O N Cb LL ry CL d ry co (6 r13 ry / N N 0) c./) CD r) z ry LU LU z z LU J J w LU ry m co O ry d ry q 4 4 4 4 4 4 3 3 3 3 3 3 3 9+75 10+00 385 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 TOP 407.25 INV IN 400.30 (163)-M • • 11 1 ------- ------ 61158 'INV IN 1 • , NV IN 389.66 (159) INV IN 385.66 Lvii MA 61 ����������■l��� ��— • —154 —_� ��—J—l■!•lam �l�L•T>aiFy11 111•J3rnM w.iic•.M 1------- 11+00 12+00 13+00 STRM 164 - 154 PROFILE H:1 "=50'; V:1 "=10' 14+00 14+50 370 89 365 3.75 (163) 360 355 350 INV IN 340 335 330 325 320 315 310 305 9+75 10+00 • • 370.02• INV IN 363.28 (185) --------- 180 —TOP 357.61 1 ' ---! ------■1�■�! ---! --�L� --■I�l! 1/8 �STA 10+91.24 +T1 TOP INV IN 327.00 � �—�■lam � ��------ �—Its � ■I—� ��1���------- • ------- 1 �—lam-- ------- �—!■Z7:l1i .TT1"�7fT.D1 ------- 9+75 10+00 11+00 12+00 13+00 14+00 STRM 186 - 176 PROFILE H:1"=50'; V:1"=10' 15+00 16+00 11 +00 12+00 STRM OUTFACE PROFILE H:1 "=50'; V:1 "=10' 385 385 82.75 .84 364.12 (185) 380 180 380 STA 10+00.00 TOP 357.61 375 INV IN 350.41 (181) 375 INV IN 350.41 (183) INV OUT 334.00 (179) 370 182 370 STA 10+30.17 365 TOP 357.61 INV OUT350.71 (181) @ 2.23% 360 360 355 355 350 350 8" DIP 345 WATERLINE 345 00% 340 340 335 335 330 330 325 325 320 320 315 315 310 310 9+75 10+00 10+75 STRM 182 - 180 PROFILE H:1"=50'; V:1"=10' 370 365 360 355 350 345 340 335 330 325 320 315 310 305 13+00 qua 400 395 390 385 380 375 370 365 360 355 350 345 340 TOP 383.8 •1-- IN 376.90 • :1 ' • 1 ---STA - ---- 1 --INV ---INVOUT �----�lldli 11�:1.1 J =�i ■Il/Y'Z—� 9+75 10+00 11 +00 12+00 STRM 174 - 170 PROFILE H:1"=50'; V:1"=10' 13+00 10 0 1 0 50 PROFILE SCALE 50 0 SCALE: 1 "=50' 13+75 3) 50 100 150 U U O Z O Q N °C LUrn N d Z w N O 0O (n j cm W ~ l U a J 0 LU J O 1/�—nIJ Z C3 O 0 r 1'i �j Ltr U LU V � r- Z x Z a m c a F�F Q M••� a w U LU Q W Op vfc� Christopher C. Mulligan Uc. No. 031672 4� �O 04/08/22 ESSI 0 N AL �tyG z O V J z w Q J LL 0CC)g o V) J Cc L1J J D w J06 0 Cc 0[__Cc � N cn W W rr m coco O DATE: 8 APR 22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 SHEET: 1 r ry 00 ry N a--J Q) Q) CD r V r) / z ry W W z z W J J i W W ry m I CO 1 O ry 11 ry STORM SEWER DESIGN ROUDABUSH, GALE& ASSOCIATES, INC. 10 YEAR FREQUENCY ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977-0205 - Far: (434)296-5220 - EMAIL INFO@,ROUDABUSH.COM NAME: Breezy Hill Job# : 487 DGN: CM Date: 4/5/2022 FROM TO DA C CA T RAINFALL RUN-OFF INVERT INVERT LENGTH SLOPE qAM. CAPACITY VELOCITY FLOW TIME REMARKS POINT POINT (ACRES) INCR ACCUM MINUTES IWHR CPS UPPER LOWER FEET % INCHES CFS F.P.S. MIN. 106 104 0.15 0.80 0.12 0.12 5.00 6.67 0.80 367.35 366.09 35.98 3,50% 15 12.08 5.49 0.11 Composite 104 102 0.16 0.80 0.13 0.25 5.11 6.63 1.64 365.89 360.47 142.46 3.80% 15 12.59 7.02 0.34 102 100A 0.09 0.80 0.07 0.32 5.45 6.52 2.09 360.27 360.00 36.24 0.75% 15 5.57 4.27 0.14 100A 100 0.10 0.80 0.08 0.40 5.59 6.47 2.59 359.80 354.00 54.53 10.64% 15 21.06 11.53 0.08 0.50 Outfell 116 114 0.28 0.65 0.18 0.18 5.00 6.67 1.21 375.50 375.00 30.78 1.62% 15 8.23 4.76 0.11 114 112 0.12 0.80 0.10 0.28 5.11 6.63 1.84 374.80 374.60 36.98 0.54% 15 4.75 3.67 0.17 112 110 0.03 0.80 0.02 0.30 5.28 6.57 1.99 374.40 374.20 39.51 0.51% 15 4.59 3.67 0.18 110 108 0.12 0.80 0.10 0.72 5.45 6.52 4.71 365.00 350.83 158.79 8.92% 15 19.29 12.98 0.20 Outfall Composite 120 118 0.38 0.60 0.23 0.23 5.00 6.67 1.52 366.16 366.00 30.18 0.53% 15 4.70 3.44 0.15 118 110 0.12 0.80 0.10 0.32 5.15 6.62 2.14 365.80 365.20 181.32 0.33% 15 3.71 3A2 0.97 0.55 128 126 0.16 0.80 0.13 0.13 5.00 6.67 0.85 380.75 380.50 30.17 0.83% 15 5.88 3.38 0.15 126 124 0.16 0.80 0.13 0.26 5.15 6.62 1.69 380.30 375.59 68.21 6.91% 15 16.97 8.73 0.13 124 122 0.00 0.00 0.00 0.26 5.28 6.57 1.68 375.39 374.29 53.28 2.06% 15 9.28 5.71 0.16 Composite 0.32 132 130A 0.29 0.80 0.23 0.23 5.00 6.67 1.55 379.00 378.80 30.17 0.66% 15 5.26 3.74 0.13 130A 130 0.15 0.77 0.12 0.35 5.13 6.62 2.30 378.60 373.03 114.49 4.87% 15 14.24 8.47 0.23 0." Outfall 142 140 0.18 0.80 0.14 0.14 5.00 6.67 0.96 403.18 403.00 30.17 0.60% 15 4.99 3.13 0.16 Composite 140 138 0.05 0.80 0.04 0.18 5.16 6.61 1.22 402.80 387.49 257.69 5.94% 15 15.74 7.50 0.57 138 136 0.13 0.80 0.10 0.29 5.73 6.43 1.85 385.50 375.55 118.27 8.41% 15 18.73 9.61 0.21 Outfall 136 134 0.00 0.00 0.00 0.29 5.94 6.37 1.83 375.35 374.00 84.28 1.60% 15 8.17 5.36 0.26 0.36 164 162 0.06 0.80 0.05 0.05 5.00 6.67 0.32 400.75 400.30 30.17 1.49% 15 7.89 3.10 0.16 162 160 0.06 0.80 0.05 0.10 5.16 6.61 0.63 400.10 392.40 125.04 6.16% 15 16.02 6.24 0.33 160 158 0.06 0.80 0.05 0.14 5.50 6.50 0.94 392.20 389.66 125.13 2.03% 15 9.20 4.76 0.44 Offsite 158 156 0.09 0.80 0.07 0.22 5.93 6.37 1.38 389.46 385.66 30.18 12.59% 15 22.91 10.12 0.05 156 154 0.09 0.80 0.07 0.29 5.98 6.35 1.83 381.06 380.05 100.15 1.01% 15 6.48 4.56 0.37 0.36 152 150 0.55 0.80 0.44 0.44 5.00 6.67 2.93 355.50 354.70 36.87 2,17% 15 9.51 6.87 0.09 150 148 0.57 0.80 0.46 0.90 5.09 6.64 5.95 354.50 352.50 119.08 1.68% 15 8.37 7.31 0.27 Composite 148 146 0.31 0.80 0.25 1.14 5.36 6.55 7.49 350.51 331.00 99.62 19.58% 15 28.57 19.65 0.08 146 144 0.00 0.00 0.00 1.14 5.45 6.52 7.46 328.80 328.00 40.46 1.98% 15 9.08 8.17 0.08 1.43 174 172 0.17 0.80 0.14 0.14 5.00 6.67 0.91 379.87 377.07 30.17 9.28% 15 19.67 8.02 0.06 172 170 0.17 0.80 0.14 0.27 5.06 6.64 1.81 376.80 375.38 283.69 0.50% 15 4.57 3.55 1.33 0.34 186 184 3.00 0.40 1.20 1.20 5.00 6.67 8.00 364.12 363.28 37.78 2.22% 15 9.63 8.69 0.07 184 180 0.73 0.45 1 1.53 5.07 6.64 10.15 363.08 350.41 386.77 3.28% 15 11.69 10.65 0.61 176B 176A 21.10 0.40 8.44 8.44 5.00 6.67 56.26 330.38 322.73 221.07 3.46% 36 124.01 17.46 0.21 182 180 0.87 0.80 0.70 0.70 5.00 6.67 4.84 350.71 350.41 30.17 0.99% 15 6.44 5.64 0.09 180 178 0.88 0.80 0.70 2.93 5.16 6.61 19.36 334.00 327.00 66.96 10.45% 18 33.95 19.79 0.06 178 176 0.00 0.00 0.00 2.93 5.22 6.59 19.31 325.00 322.80 55.13 3.99% 18 20.97 13.46 0.07 HYDRAULIC GRADELINE ROUDABUSH, GALESASSOCIATES, INC. ,o YEAR FREQUENCY STORM SEWER SCHEDULE PIPE # BEGIN END PIPE DESCRIPTION SLOPE IN OUT INLET 5CHEDULE NOTE: ST-1 STEPS REQUIRED ON ALL INLETS GRATER THAN 4' IN DEPTH STIR L STATION DESCRIPTION TOPIFLOW NOSE H 106 104 36 L.F. CLASS III 15 HDPE 3.50% INV(IN)= 367.35 INV(OUT)= 366.09 100 VDOT ES-1 354.00 104 102 142 L.F. CLASS III 15 HDPE 3.80% INV(IN)= 365.89 INV(OUl 360.47 102 100A 36 L.F. CLASS III 15 HDPE 0.75% 360.27 360.00 100A 2.5 VDOT DI-3C 364.39 TYPE'B' 4.59 INV(IN)= INV(OUT)= 102 2.5 VDOT DI-3C 364.70 TYPE'B' 4.43 100A 100 55 L.F. CLASS III 15 HDPE 10.64% INV(IN)= 359.80 INV(OUT)= 354.00 104 2.5 VDOT DI-3B 370.09 TYPE'B' 4.20 106 2.5 VDOT DI-3B 371.35 TYPE'B' 4.00 116 114 31 L.F. CLASS III 15 HDPE 1.62% INV(IN)= 375.50 INV(OUT)= 375.00 108 VDOT ES-1 350.83 114 112 37 L.F. CLASS III 15 HDPE 0.54% INV(IN)= 374.80 INV(OUT)= 374.60 110 2.5 VDOT DI-3AA 382.41 TYFES! 16.61 112 110 40 L.F. CLASS III 15 HDPE 0.51% INV(IN)= 374.40 INV(OUT)= 374.20 112 2.5 VDOT DI-3A 383.07 TYFES! 8.67 110 108 159 L.F. CLASS III 15 HDPE 8.92% INV(IN)= 365.00 INV(OUT)= 350.83 114 2.5 VDOT DI-3A 382.20 TYFES! 7.40 116 2.5 VDOT DI-3A 382.37 TYPE'B' 6.87 128 126 30 L.F. CLASS III 15 HDPE 0.83% INV(IN)= 380.75 INV(OUT)= 380.50 118 2.5 VDOT DI-3A 372.66 TYPE'B' 6.86 126 124 68 L.F. CLASS III 15 HDPE 6.91% INV(IN)= 380.30 INV(OUT)= 375.59 120 2.5 VDOT DI-3A 372.66 TYPE'U 6.50 124 122 53 L.F. CLASS III 15 HDPE 2.06% INV(IN)= 375.39 INV(OUT)= 374.29 122 VDOT ES-1 374.29 TY PE'B' 124 M.H. VDOT MH-1 379.73 TYPE'B' 4.34 132 130A 30 L.F. CLASS III 15 HDPE 0.66% INV(IN)= 379.00 INV(OUT)= 378.80 126 2.5 VDOT DI-3A 388.06 TYPE'B' 7.31 130A 130 114 L.F. CLASS III 15 HDPE 4.87% INV(IN)= 378.60 INV(OUT)= 373.03 128 2.5 VDOT DI-3A 388.06 TYPE'B' 7.31 130A 2.5 VDOT DI-3A 385.68 T'PE'B' 7.08 142 140 30 L.F. CLASS III 15 HDPE 0.60% INV(IN)= 403.18 INV(OUT)= 403.00 134 8.0 VDOT DI-3C 374.00 TYPE'B' 6.68 140 138 258 L.F. CLASS III 15 HDPE 5.94% INV(IN)= 402.80 INV(OUT)= 387.49 134 ES- VDOT ES-1 374.00 138 136 118 L.F. CLASS III 15 HDPE 8.41% INV(IN)= 385.50 INV(OUT)= 375.55 136 M.H. VDOT MH-1 387.35 TYPE'B' 12.00 138 2.5 VDOT DI-3A 393.48 TYPE'B' 7.98 136 134 84 L.F. CLASS III 15 HDPE 1.60% INV(IN)= 375.35 INV(OUT)= 374.00 140 2.5 VDOT DI-3A 410.09 TYPE'B' 7.29 142 2.5 VDOT DI-3A 410.09 TYPE'B' 6.91 162 150 37 L.F. CLASS III 15 HDPE 2.17% INV(IN)= 355.50 INV(OUT)= 354.70 144 VDOT ES-1 328.00 150 148 119 L.F. CLASS III 15 HDPE 1.68% INV(IN)= 354.50 INV(Ol 352.50 146 M.H. VDOT MH-1 336.10 TYPE'B' 7.30 148 146 100 L.F. CLASS III 15 HDPE 19.58% INV(IN)= 350.51 INVIOU'l 331.00 148 2.5 VDOT DI-3A 358.48 TYPE'B' 7.97 146 144 40 L.F. CLASS III 15 HDPE 1.98% INV(IN)= 328.80 INV(Ol 328.00 150 2.5 VDOT DI-3A 361.96 TYPE'B' 7.46 152 2.5 VDOT DI-3A 362.61 TYPE'B' 7.11 164 162 30 L.F. CLASS III 15 HDPE 1.49% INV(IN)= 400.75 INV(OUl 400.30 154 VDOT ES-1 380.05 TYFES! 162 160 125 L.F. CLASS III 15 HDPE 6.16% INV(IN)= 400.10 INV(ow)= 392.40 156 2.5 VDOT DI-3A 393.66 T FES! 8.16 160 158 125 L.F. CLASS III 15 HDPE 2.03% INV(IN)= 392.20 INV(OUl 389.66 158 2.5 VDOT DI-3A 393.66 TYFES! 4.20 158 156 30 L.F. CLASS III 15 HDPE 12.59% INV(IN)= 389.46 INVIOUi')= 385.66 160 2.5 VDOT DI-3A 400.44 T FES! 8.24 166 154 100 L.F. CLASS III 15 HDPE 1.01% INV(IN)= 381.06 INV(OUl 380.05 162 2.5 VDOT DI-3A 407.25 GRATE 7.15 164 2.5 VDOT DI-3A 407.25 T'PE'B' 6.50 174 172 30 L.F. CLASS III 15 HDPE 9.28% INv(IN)= 379.87 INVIOl 377.07 172 2.5 VDOT DI-3A 383.88 T'PE'B' 7.08 172 170 284 L.F. CLASS III 15 HDPE 0.50% INV(IN)= 376.80 INV(OUT)= 375.38 174 2.5 VDOT DI-3A 383.87 TYPE'B' 4.00 176 VDOT ES-1 322.80 180 178 67 L.F. CLASS III 18 HDPE 10.45% INV(IN)= 334.00 INV(OUT)= 327.00 178 M.H. VDOT MH-1 338.80 TYPE'B' 13.80 178 176 55 L.F. CLASS III 18 HDPE 3.99% INV(IN)= 325.00 INV(Ol 322.80 180 16.0 VDOT DI-4CC 357.61 T'PE'B' 23.61 184 VDOT D 370.02 T'PE'B' 6.94 182 180 30 L.F. CLASS III 15 HDPE 0.99% INV(IN)= 350.71 INV(Ol 3511 184 8.0 8.0 VDOT DI-3B I-313 370.02 T'PE'B' 6.94 186 8.0 VDOT DI-3B 370.84 TYPE'B' 6.72 186 184 38 L.F. CLASS III 15 HDPE 2.22% INV(IN)= 364.12 INV(Ol 363.28 ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD- CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977-0205 -Fax: (434J296-5220 -EMAIL INFO�20UDABUSHCOM NAME: Breezy Hill Job# : 487 Skew Factor= VDOT K Factor (Ch. 9, Fig. 9-9) DGN: CM Date: 4/5/2022 INLET OUTLET OUTLET OUTLET OUTLET PIP FPoCTION FRCTION OUTLET CONTRACT INLET PIPE IFLEr PIPE >IXPAN. INLET SIQiV >aEND JUNCTION INFLOW IN SHAPI FINAL UPSTREAM RIM ELEV. STATION H2O ELEV PIPE qA DISCHARGE LBJGTH SLOPE LOSS PIPEVA LOSSES gSCHARG VELOCITY LOSS IXP. LOSS FACTOR LOSS LOSS INC. 30% DEC. 50% IFAD ELEV. 325.00 me 146 329.00 15 7.46 40.46 0.0133 0.54 8.17 0.26 7.49 19.85 147.15 2.10 0.10 0.60 2.96 3.50 332.50 338.10 148 332.50 15 7.49 99.82 0.0134 1.34 19.65 1.50 5.95 7.31 43.45 0.29 0.66 0.55 2.34 3.88 336.17 358.48 150 353.50 15 5.95 119.08 0.0085 1.01 7.31 0.21 2.93 8.87 20.14 0.26 0.70 0.51 0.98 1.98 355.48 381.98 152 355.70 15 2.93 36.87 0.0021 0.08 6.87 0.18 0.00 0.00 0.00 0.18 0.26 355.96 362.61 118 355.70 15 2.14 181.32 0.0011 0.20 3.12 0.04 1.52 3.44 5.23 0.06 0.70 0.13 0.23 0.43 358.13 372.B8 120 356.13 15 1.52 30.18 0.0006 0.02 3.44 0.05 0.00 0.00 0.00 0.05 0.06 356.19 372.66 370.00 me 124 375.29 15 1.68 53.26 0.0007 0.04 5.71 0.13 1.69 8.73 14.78 0.41 0.70 0.83 1.37 1.41 376.70 379.73 126 378.70 15 1.89 68.21 0.0007 0.05 8.73 0.30 0.85 5.71 4.87 0.18 0.10 0.05 0.52 0.57 377.27 388.08 128 381.50 15 0.85 30.17 0.0002 0.01 3.38 0.04 0.00 0.00 0.00 0.04 0.05 381.55 388.06 370.00 me 130A 374.03 15 2.30 114.49 O.OD13 0.15 8.47 0.28 1.55 3.74 5.79 0.08 0.10 0.02 0.38 0.52 374.55 385.68 132 379.80 15 1.55 30.17 0.0006 0.02 3.74 0.05 0.00 0.00 0.00 0.05 0.07 379.87 385.68 378.00 me 156 381.05 15 1.83 100.15 0.0006 0.08 4.56 0.08 1.38 10.12 13.92 0.58 0.00 0.00 0.84 0.72 381.77 393.66 158 386.66 15 1.38 30.18 O.ODO5 0.01 10.12 0.40 0.94 4.76 4.46 0.12 0.70 0.25 0.77 D.78 387.44 393.66 160 390.88 15 0.94 125.13 0.0002 0.03 4.76 0.09 0.63 6.24 3.98 0.21 0.05 0.03 0.33 0.36 391.02 400.44 182 393.40 15 0.63 125.04 O.OD01 0.01 6.24 0.15 0.32 3.10 0.99 0.05 0.63 0.09 0.30 D.31 393.71 407.25 164 401.30 15 0.32 30.17 0.0000 0.00 3.10 0.04 0.00 0.04 0.04 401.34 407.25 371.50 me 146 371.50 15 7.46 40.46 0.0133 0.54 8.17 0.26 7.49 19.85 147.15 2.10 0.70 4.20 6.55 7.09 378.59 387.35 148 378.59 15 7.49 99.62 0.0134 1.34 19.65 1.50 5.95 7.31 43.45 0.29 0.05 0.04 1.83 3.17 381.76 393.48 150 381.78 15 5.95 119.06 0.0065 1.01 7.31 0.21 2.93 6.87 20.14 0.28 0.63 0.46 0.92 1.93 383.70 410.09 152 383.70 15 2.93 36.87 O.OD21 0.08 6.87 0.18 0.00 0.18 0.26 383.95 410.09 str180 184 351.41 15 10.15 386.77 0.0247 9.55 10.65 0.44 8.00 8.89 69.50 0.41 0.70 0.82 1.67 11.22 362.63 370.02 186 384.28 15 6.00 37.78 0.0153 0.58 8.89 0.29 0.00 0.00 0.00 0.00 0.05 0.00 0.29 0.87 385.15 370.84 me 174 378.07 15 0.91 30.17 0.0002 0.01 8.02 0.25 0.00 0.25 0.26 378.33 383.87 172 378.33 15 1.81 283.69 0.0008 0.22 3.55 0.05 0.00 0.05 0.27 378.80 380.05 me 180 328.20 18 19.36 66.96 0.0340 2.28 19.78 1.52 4.84 5.64 28.18 0.17 0.00 0.00 1.69 3.97 332.17 357.81 178 332.17 18 19.31 55.13 0.0336 1.86 13.46 0.70 19.36 19.79 383.22 2.13 0.13 0.79 3.62 5.49 337.85 338.80 182 351.41 15 4.64 30.17 0.0052 0.16 5.84 0.12 56.26 17.48 982.09 1.88 0.05 0.24 2.02 2.17 353.58 357.61 136 375.00 15 1.63 84 0.0008 0.07 5.36 0.11 1.85 9.61 17.79 0.50 0.66 0.95 1.56 1.63 376.63 387.35 138 376.63 15 1.85 118 0.0008 0.10 9.81 0.38 1.22 7.50 9.12 0.31 0.70 0.81 1.27 1.37 378.00 393.48 140 388.49 15 1.22 256 0.0004 0.09 7.50 0.22 0.96 3.13 3.00 0.05 0.70 0. 11 0.38 0.47 388.96 410.09 142 404.00 15 0.98 30 0.0002 0.01 3.13 0.04 0.00 0.04 0.04 404.04 410.09 350.00 me 100A 355.00 15 2.59 55 0.0016 0.09 11.53 0.52 2.09 4.27 8.90 0.10 0.28 0.08 0.89 0.78 355.78 364.39 102 361.00 15 2.09 36 O.DD10 0.04 4.27 0.07 1.64 7.02 11.55 0.27 0.70 0.54 0.67 0.91 361.91 364.70 104 381.91 15 1.84 142 0.0006 0.09 7.02 0.19 0.80 0.80 0.84 0.00 0.70 0.01 0.20 0.29 382.21 370.09 108 367.09 15 0.80 36 O.OD02 0.01 5.49 0.12 0.00 0.12 0.12 367.21 371.35 350.00 110 351.83 15 4.71 159 O.OD53 0.84 12.98 0.65 1.99 3.67 7.29 0.07 0.70 0.15 0.87 1.72 353.55 382.41 112 375.20 15 1.99 40 0.0009 0.04 3.67 0.05 1.84 3.87 8.77 0.07 0.70 0.15 0.27 0.31 375.51 383.07 114 375.80 15 1.84 37 0.0006 0.03 3.67 0.05 1.21 1.21 1.47 0.01 0.28 0.01 0.07 0.10 375.70 382.20 118 376.00 15 1.21 31 O.DD04 0.01 4.76 0.09 0.00 0.09 D.10 376.10 382.37 ROUDABUSH, GALEBASSOC/ATES, INC. HYDRAULIC GRADELINE ,o YEAR FREQUENCY ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD- CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977 -0 GO 105 -Fax: (434J296-5220 -EMAIL INFO®40UDABUSHCOM NAME: Breezy Hill Job#: 487 Skew Fac[or=VDOTKFac[or (Ch. 9, Fig. 95) DGN: CM Date: 4/5/2022 INLET OUTLET OUTLET OUTLET OUTLET PIP FRICTION MOTION OUTLET CONTRACT INLET PIPE INLET PIPE >IXPAN. INLET 512W >BFND JUNCTION INFLOW IN SHAPI FINAL UPSTREAM RIM AB/. STATION H2O ELEV PIPE qA gSCHARG LBJGTH SLOPE LOSS PIPE VEL LOSSES gSCHARG VELOCITY LOSS IXP. LOSS FACTOR LOSS LOSS INC. 30% DEC. 50% HEAD AEV. 325.00 me 146 329.00 15 7.46 40.46 0.0133 0.54 8.17 0.26 7.49 19.65 147.15 2.10 0.10 0.60 2.96 3.50 332.50 336.10 148 332.50 15 7.49 99.62 0.0134 1.34 19.65 1.50 5.95 7.31 43.45 0.29 0.66 0.55 2.34 3.68 336.17 358.48 150 353.50 15 5.95 119.08 0.0065 1.01 7.31 0.21 2.93 6.87 20.14 0.28 0.70 0.51 0.98 1.98 355.48 361.96 152 355.70 15 2.93 36.87 0.0021 0.08 6.87 0.18 0.00 0.00 0.00 0.18 0.26 355.98 362.61 118 355.70 15 2.14 181.32 0.0011 0.20 3.12 0.04 1.52 3.44 5.23 0.08 0.70 0.13 0.23 0.43 358.13 372.66 720 356.13 15 1.52 30.18 0.0006 0.02 3.44 0.05 0.00 0.00 0.00 0.05 0.06 358.19 372.66 370.00 me 124 375.29 15 1.66 53.28 0.0007 0.04 5.71 0.13 1.69 8.73 14.78 0.41 0.70 0.83 1.37 1.41 378.70 379.73 128 376.70 15 1.69 68.21 0.0007 0.05 8.73 0.30 0.85 5.71 4.87 0.18 0.10 0.05 0.52 0.57 377.27 388.08 128 381.50 15 0.85 30.17 0.0002 0.01 3.38 0.04 0.00 0.00 0.00 0.04 0.05 381.55 388.08 370.00 me 730A 374.03 15 2.30 114.49 0.0013 0.15 8.47 0.28 1.55 3.74 5.79 0.08 0.10 0.02 0.38 0.52 374.55 385.88 132 379.80 15 1.55 30.17 0.0006 0.02 3.74 0.05 0.00 0.00 0.00 0.05 0.07 379.87 385.88 376.00 me 156 381.05 15 1.83 100.15 0.0008 0.08 4.58 0.08 1.38 10.12 13.92 0.56 0.00 0.00 0.64 0.72 381.77 393.B8 758 386.66 15 1.38 30.18 0.0005 0.01 10.12 0.40 0.84 4.78 4.46 0.12 0.70 0.25 0.77 0.78 387.44 393.B8 160 390.88 15 0.94 125.13 0.0002 0.03 4.76 0.09 0.63 6.24 3.98 0.21 0.05 0.03 0.33 0.36 391.02 400.44 762 393.40 15 0.83 125.04 0.0001 0.01 8.24 0.15 0.32 3.10 0.99 0.05 0.83 0.09 0.30 0.31 393.71 407.25 164 401.30 15 0.32 30.17 0.0000 0.00 3.10 0.04 0.00 0.04 0.04 401.34 407.25 371.50 me 146 371.50 15 7.48 40.48 0.0133 0.54 8.17 0.28 7.49 19.65 147.15 2.10 0.70 4.20 6.55 7.09 378.59 387.35 748 378.59 15 7.49 99.62 0.0134 1.34 19.85 1.50 5.95 7.31 43.45 0.29 0.05 0.04 1.83 3.17 381.78 393.48 150 381.78 15 5.95 119.06 0.0085 1.01 7.31 0.21 2.93 6.87 20.14 0.26 0.63 0.46 0.92 1.93 383.70 410.09 152 383.70 15 2.93 38.87 0.0021 0.08 8.87 0.18 0.00 0.18 0.28 383.95 410.09 str180 184 351.41 15 10.15 388.77 0.0247 9.55 10.85 0.44 8.00 8.88 89.50 0.41 0.70 0.82 1.67 11.22 382.83 370.02 186 384.28 15 8.00 37.78 0.0153 0.58 8.68 0.28 0.00 0.00 0.00 0.00 0.05 0.00 0.29 0.87 385.15 370.84 me 174 378.07 15 0.91 30.17 0.0002 0.01 8.02 0.25 0.00 0.25 0.28 378.33 383.87 172 378.33 15 1.61 263.69 0.0008 0.22 3.55 0.05 0.00 0.05 0.27 378.60 380.05 me 180 328.20 18 19.38 68.98 0.0340 2.28 19.79 1.52 4.84 5.84 28.18 0.17 0.00 0.00 1.89 3.97 332.17 357.61 178 332.17 18 19.31 55.13 0.0338 1.86 13.46 0.70 19.36 19.79 383.22 2.13 0.13 0.79 3.62 5.49 337.65 338.80 182 351.41 15 4.84 30.17 0.0052 0.18 5.64 0.12 58.28 17.48 982.09 1.88 0.05 0.24 2.02 2.17 353.58 357.61 136 375.00 15 1.83 84 0.0006 0.07 5.36 0.11 1.85 9.81 17.79 0.50 0.88 0.95 1.56 1.63 378.83 387.35 138 376.63 15 1.65 118 0.0008 0.10 9.61 0.36 1.22 7.50 9.12 0.31 0.70 0.61 1.27 1.37 378.00 393.48 140 388.49 15 1.22 258 0.0004 0.09 7.50 0.22 0.98 3.13 3.00 0.05 0.70 0. 11 0.38 0.47 388.98 410.09 142 404.00 15 0.98 30 0.0002 0.01 3.13 0.04 0.00 0.04 0.04 404.04 410.09 350.00 me 100A 355.00 15 2.59 55 0.0016 0.09 11.53 0.52 2.09 4.27 8.90 0.10 0.28 0.08 0.69 0.78 355.78 364.39 102 381.00 15 2.09 38 0.0010 0.04 4.27 0.07 1.64 7.02 11.55 0.27 0.70 0.54 0.87 0.91 381.91 364.70 104 361.91 15 1.64 142 0.0006 0.09 7.02 0.19 0.80 0.80 0.64 0.00 0.70 0.01 0.20 0.29 362.21 370.09 108 387.09 15 0.60 36 0.0002 0.01 5.49 0.12 0.00 0.12 0.12 387.21 371.35 350.00 110 351.83 15 4.71 159 0.0053 0.84 12.98 0.65 1.99 3.67 7.29 0.07 0.70 0.15 0.87 1.72 353.55 382.41 112 375.20 15 1.99 40 0.0009 0.04 3.67 0.05 1.84 3.87 8.77 0.07 0.70 0.15 0.27 0.31 375.51 383.07 114 375.60 15 1.64 37 0.0008 0.03 3.67 0.05 1.21 1.21 1.47 0.01 0.28 0.01 0.07 0.10 375.70 382.20 116 376.00 15 1.21 31 0.0004 0.01 4.76 0.09 0.00 0.09 0.10 376.10 382.37 U i O Z � p to Q � N fr W 0) N D_ Z W N O pTn U) jo H UQ J�ui � J Z_ Q Cfr to ) J d) ZC'3 O�> c�+J V � j = W W W CO d co r- Z W wz �p0 1-� a I� o_ W IU � C04/08/22 O Q W U i O Z � p to Q � N fr W 0) N D_ Z W N O pTn U) jo H UQ J�ui � J Z_ Q O DATE: 8 APR 22 SCALE: N/A JOB: 487 SUB: 2022-000 SHEET: rev IZ ry W r\ ry a--+ Q) Q) 0 I / 0 / z ry LU w z z I_I.J / J J i w w ry 00 0 ry d ry / IN ♦ \\ \\ r - r /1✓`f '��z����5� `r':.)t'+^ \\��>; s.�. 4'+'.�,C",'"-�^'\�'t\�t`'Z \_- I I ".r r� �.: .� \\ s� ,��\,^�\`�� �� \ \__ I I /71 \ \\���\�\\ \ : - MIN N' \ I 1 ♦ . 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LouO N U a Z N u) W N O — 0 � N Q O W U H f\ LU J Z ZC3 Q C) J rn Up>(v+t �> U a =wll-Iw C7 rn 0 O x w W Z — o rn J 2 rn � EL> jr a w Q U 1� 1� co Q 0 z a U co W 0 Z O co W tr W Q 0 z 4�PyT H Op P Christopher C. Mulligan • Uc. No. '0 031672 4� �� 04/08/22 \a'� ES'S 10 N AL �tyG z 0 UD �g m < Q U) J LLJ CE Q J Q 06 z = Q o 0 rr N W W Ir m DATE: 8 APR 22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 SHEET: 170F 23 IC ms CD O rn M N N O N OD L.L O ry CL d ry I OD ca a (13 ry N N Q) I O z ry LU 0 z uJ J J N LU LU ry m I CID O ry 11 H / ry 335 - W 335 330 330 IN 325 325 0 � --------------------- - ---- --------------------- - - ---- --------------------- - ---- --------------------- - ---- ������� ������ ���.■■���■�liiiii�s����liiiiiiii�iiiiiiiiiiiiiiiiiiiiii�■liiiiiiiiiiiiiiii. ���������■���������■■ n�������������liiiiiiiiiiiiiiii. U U OZ GO O(D Q 0) N rr W 0) old Z N !L W N O pv1 COjo W ~ l U a J 0 J � 1/�—nIJ Z 0 DATE: 814{RPFP22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 SHEET: 1 e M M N N O N OD Li 0 ry CL r) I..Ico (6 ry V) a--+ N Q) CD ry LU LU 0 LU J J i w LU ry m co / O ry 11 ry 365 360 355 350 345 340 335 330 325 320 390 385 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 305 9- z -------- --- -----O --fie • • • > > >��----��-t-----1.-- ------ --- ------ --- ---------�+1� ---� ------ ------ ��.�� ��:.������ �liiiiii���liiiiiiiiiiiiiiii�r ��� ���.����� _ - . 2.11%_� --- — ----------� �-----�� � ice. ��—�/----------------� �-----�—ice ■ ���/----------------� ----- ��. 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N 0= W 0) N old00 a-Z W N O 0co �> p W~ l U a J Q J 1/�—nIJ Z C3 O Z > c�+� V CO �> =www c/)�z O LWl Z 00) 9 d FiFb• > Q M••� a w U In Q y7`x of vfc� L Christopher C. Mulligan Lic. No. 031672 4� 1p0,� 04/08/22 ESSI 0 NAL �tyG z O_�\ V V J W z J � g LL o Cc V) —i w J D w J 06 U) i T ❑ � y 0 Q Q N W `� W rr m tr LU O DATE: 8 APR 22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 SHEET: 19 OF 23 d N M M N N O N 00 LL 0 ry CL I d ry I 00 ca Z3 STA Z4 N 420 22+81.46 STA 23+76.28 420 TOP 405.87 TOP 406.75 N INV IN 394.79 (Z6-Z3) r- 415 INV IN 393.05 (Z4-Z3) -INV 3(Z5-Z4) ro N rn OUTT 393. rn r C INV O93.52 (Z4-Z3) 415 410 72 STA 19+31.09 NN 391 OP0 05 (Z3-Z2) INV OUT 388.39 (Z2-Zi) INV OUT 392.80 (Z3-Z2) 0 ¢N a O 15" HDPE STRM -N m O z PIPE 161 410 Fill 405 405 400 395 390 385 380 375 400 395 390 385 380 375 ^ ^� N N i 12U-8„ C@1.1�/° a'—� N 0 + c) m ¢ a N�0Z Z 95' - 8" PVC @ 0-50%11 350'- 8" PVC @ 0.50% N N N ry m o � r q 0 M cp O 00 O IL o�O>> N m H?? N N O = ^1 vfOi co j 6 VC@ 8P rn—` rn m n o N arnu�mco �ryIn + �mz0 ate, +mm D Ho» Nmz 0- < L 370 > > 370 _ cf) z 365 365 360 244' - 8" PVC @ 0.50°k 360 8" pVC @ 3 65% 355 147' 355 350 350 345 345 340 m 340 @ 335 335 m 330 �p 330 325 325 320 320 315 315 21310 310 9+75 10+00 425 420 415 410 405 400 395 390 9+75 11+00 12+00 m STA 22+81.46 0 425 TOP405.87 ,—N NV IN 394.79 (Z6-Z3) O m"t NV IN 393.05 (Z4-Z3) + o � 420 INV OUT 392.80 (Z3-Z2) a O ¢ > 8"DIP Nc�z 415 WATERLINE 410 405 9 pVC @ 400 110' 395 390 10+00 11+00 11+50 Z6-Z3 BRANCH PROFILE H:1"=50'; V:1"=10' 13+00 14+00 400 395 390 385 380 375 370 365 360 355 350 9+75 O "0 ULo t —r 'n—�°'. mce) +,o m vmZZ O z z z a Un - 10+00 15+00 16+00 _ — 245' - 8" PVC @ 1.27% 11+00 12+00 17+00 18+00 Z5-1 BRANCH PROFILE H:1 "=50'; V:1 "=10' a a s N o— o vco o Lo +6m H rmZ0 a0 z z aUnF--- 213' - 8" PVC @ 0.50°k 13+00 14+00 19+00 20+00 P2 STA 14+58.49 TOP 388.66 ININ 366.53 (P3-P2) V NV OUT 366.33 (P2-Pi) 223' - 8" PVC @ 0.79% 15+00 16+00 P BRANCH PROFILE H:1"=50'; V:1"=10' 21+00 ^ a a- C.)p v a m is—O ao +ro a F- co Or 0 ¢a�0 d z z pit- 15" HDPE STRM PIPE 117 17+00 22+00 23+00 — 326' 8" PVC @ 2.55% 15" HDPE STRM PIPE 109 18+00 19+00 10 24+00 25+00 25+25 O] d v d LO + ui c) 400 N m p > a co ? 395 390 385 380 375 7 365 360 355 350 20+00 20+50 0 0 50 PROFILE SCALE 50 0 SCALE: 1 "=50' 50 100 150 U U OZ O Q 0) N � W O N 0 Z W N O cid pv1 m jo W ~ l U a J 0-1 1/�—nIJ ZC3 O0> m V �> = W W W mr- z O x 0z m°(L > ¢ M� d W U m ¢ W O DATE: 8 APR 22 SCALE: AS SHOWN JOB: 487 SUB: 2022-000 SHEET: 2 O OF 23 PSI M 6d M M N CD 00 re rz V I �I 00 c (10 N a--L 00 1 0 LJ� 0 ry PIPE DEGREE BEND DIMENSIONS VOL.7EE AND FIELDS SIZEOFF (FEE OU.YD. (FEETOU.YD. CV BENDL H T L H T 90 2,511 2,50 3.01 0,24 4" & 5" 45 22 1/2 2.00 1.50 225 2.00 2.60 2.52 1 0.15 0.10 1 zoo 225 250 0.15 111/4 1.60 2DD 250 MID 90 3.68 3.18 &21 OL48 B" 45 221/2 2.66 1.68 2.66 2.16 277 2.89 Q26 0.13 3.16 291 2.66 0.32 11 1/4 1.66 2.18 2.87 0.13 80 4,83 3.83 3.42 M83 10" & 1r 45 3.33 3.58 2.95 M43 3.B3 4.00 2-83 0.82 221/2 2.33 2.58 2.86 M24 111/4 1.83 2-33 284 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES 2. USE 25M 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 TD-3 SEWER SERVICE LATERAL CONNECTION NOTES 1. WHEREASEWERSERACELATERALCONNECTSTOAMANHOLEANONOINVERTELWATIONFORTHESEWICELATERALIS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BEAT LEAST0.2' HIGHERTHAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN MUING SEWER MAIN SHNI BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE M#PER FOOT), 4 ALL SEWER LATERALS SHNI HAVE A MINIMUM COVER DIAMETER OF 4•. 5. ALL SEWER LATERALS SHNI HAVE A MINIMUM COVER OF 3 FEE. I r� 1 FINISHEDGRCUNDJI 1 A5' I I I� SECTION MAIN LINE 1 I 1 PLUG END OF SERVICE LATERAL IN LINE WYE-TEE 1 1 PLAN �vARIEs�I SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 MODIFIED TD-33 SLOPED AREA J 1'-0" MAX 2'-D" I 3'-0" MIN FIG. S-I-D, E MET SURFACE OR N-PAVED AREA r1r -RUBBER COATED STEEL STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "O" RING SEALS G THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 501 5" BACKFILLiD W 5" YEAS AND COMPACTED BY HAND TAMPERS OR 5"1 1 X BSTONELLED WITH SELF -COMPACTING - e } MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.H. FROM INLET 70 VAR) 4 OUTLET SHALL BE 0.20 FEET ' ''• A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN ,- INLET & OULET PIPE SHALL BE PROVIDED. 3/4 CIA OF LARGEST PIPE IN MANHOLE MIN. W BEDDING WITH NO. BB STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS BROWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY TIE CONSULTANT FOR THE SOIL CONDITIONS. 2 THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES & ALL JOINTS, UFT HOLES INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE OVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES TYPICAL MANHOLE WITH DROP CONNECTION NTS FlG. S-1-C TD-28 Top View 6" MINIMUM 4' 1 " d 4" MINIMUM nEa. . G a A :A., v NOTE: RESTRAINED JOINT FITTINGS. - Side View ----- 42" Minimums �.d. certincotion of )mp)cDon requ¢atl 4- Galvanized Steel Beam, I I e W12 X 14 (min. size) .a 3' min. penetration into undisturbed 45 soil or as approved by the < ACSA. / TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. WI TD-5 PIPE SLOT (2 PLACES) COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD IW' METER BOX 6" EXTENSION 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 NOTE: HYDRANT MUST BE EOIIPPED wi H CHARLDTIES- VILLE TREADS WHICH IS THE LOCAL STANDARD. MIN LENGTH OF BRANCH VARIES (2 7 70 70' 70) 18"-2Y ALVE Box 7 C qsg STONE 42"MIN 6" GATE VALVE 6" X 6" TEE 2500 P.S.I. CONCRETE'S I :i BABE THRUST AND THRUST BLOCK AGAINST UNDISTURBED STABLE BOLL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL. IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURRdIND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE z MAINTAIN A 3 1/7 MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) S 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 REOUIRED TO BE IN NET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FlG. W-4 TD-6 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA IS sIAY.. SLOPED AREA 1'-0" MAX RUBBER COATED STEEL 3'-6" MIN STEPS CASTIN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12 MIN 0" RING SEALS 4 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'- " FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE DEPTH OF FLOW VARIES CHANNEL TO BE �I FILLETS 3/4 DIAMETER OF CONTRIBUTING .4 SEWER. A FILLETED INVERT OR A SM00 " "• •• •,d': 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 4" DIAMETER BRANCH AND VALVES - BOX PLUG VARIES WATER MAINS \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC b CAP LUBRICATE ALL THREADS THRUST BLOCK EI 0 METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-e PLACE 5' GALVANIZED ' WITNESS " POST PATH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ;p TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE c I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z W u f a = N a M.J. GATE VALVE WATER LINE 25W P.S.I. CONCRETE 'g n 2'x 2' BEARING AREA. THRUST BLOCK •: G a. a• v n a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW o CHANNEL 114E : 1' MIN 1 BRANCH 12" �- 2" FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Ul"I INITIAL BACKFILL24' INMIN, MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK NO 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 all 4' a' 1 INITIAL BACKFILL 4 MI B• B,. SOIL _ MIN. MIN. MIN MIN. 68 STONE \ x "' RANULAR FILL AS # �APPROVED BY ACSA <.,. ✓._ �S IA CK' STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 1' COMPRESSION " 314E MALE PIPE CdIPWO OR APPROVED EQUAL O i" TYPE W soP DOPPm FOR USE ON ATTACHED SINGLE FAMILY ftESIDWTAL SEANCES OR DUAL RESIDENTAL AND IRRIGATION SERVICES. 1"A1'xIE TEE NO e NO SWEATS) FITTINGS O z DUAL SERVICE R 1" COMPRESSION x 3/Y MAT£ PIPE CWPIING OR APPROVED EQUAL 1E TYPE K. SOFT COPPER (D PC R USE ON DETACHED MNOLE FAMILY RESIDENT& NOW. MERE AN IRRIGATION NIGER IS N07 PROVIDED. SINGLE SERVICE NOTE: I) SADOLES SHALL BE USED ON PVC PIPE. CAST BON UD GRADE Ir-I LO•LNwNO X METER BOX YRAET & QUTFG WMN. COPPERSETTER 1/8 BENN1 Ca1POx)� yT - METER }• .dery ATOH STOP µ BRLC AS NECESSARY SAVD OR DU UIYfR "• ,.. 4E D... ORMN APE, He `sC WI SON AND SETTER D3 INCN MINIMUM 1NICNNE58) pO1.(?,� LONG STONE PDtlfEr, VWT 1 APEI 2O3 Na W U:MATE d TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-BA TD-10 I� I� �O E 5W ErpSW" R� I � � iv - Eo � � S 44 o u�b N `ka JD E E q qnq0 !'C O T II iale z >e o N 0..In 9y -A �C, 1iPig s u I O O L TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 EMBEDMENT 8"MIN SPRING LINE OF PIPE NO. 68 STONE - AINING BACKFILL SHALL CONTAIN ROCK MATERIAL '-ER THAN 5" IN ANY :NSION TIAL BACKFILL"' LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER WNCHING :DDING 6" max 4" min IUNDATION (SHALL BE WIRED WHEN SOIL )NDMONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 NISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE SARLONZE GATE P�ROIa1SST RADE VEE p p7S pR I. SOLD CEMENT BLOCKS CRUSHED STONE COPPER" SOFT ORPORATION STOP NOTES 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON UD FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAj(4 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 Uz 1�1 w C) (n Z ~ � N GC W rn N D-Z W NO cid pvJ jED Z U Q J J Z C'3 -0 0�7 c=wo w co a- U) Z I.1 .0I O W LL Z 0) a 1� ir ir Q 1� o 1W U �+ co a z O a it C) U) W 0 Ln Z O LU LL m W Q O Z PyTH Op Christopher C. Mulligan Lic. No. '0 031672 10 04/08/22GS�01�� z O U C) Ag L _ J Q J Q J 06 J Q 0 `r N W W IM�1 IOU DATE: 8 APR 22 SCALE: N/A JOB: 487 SUB: 2022-000 SHEET: 21OF 23 CL Ll) m N O N 00 z Q a IZ Iry co ry In I CD 0 z ry LU LU 0 w J J w LU ry I co O ry 11 ry LOT 27 1 , 20,000 SF I I 712 SF _ 1 , "SF� 28,449 I Z3 ' LOT 29 �Z4 J I 20,947 SF r \23+00 _ 22+00> -1- Z6 I I 1 1 � I LOT 69 ' I57,962 SF 31 1 1 / 1 0 1 7 0 TMP 948C , 1 1 1 1 I \ \ I TMP 94-46/� I I 4-46A2 VICKI S KIRBY, KELLI >ON KIRBY, TRS I � 1/ 1 101 1/ 3011 11 R � - ►� OT 9 2 ooSF I ' D LOT 7 \ I31,960SF + /COT 8 1 / 20,758 SF I '6X .17 J i ' 1 I , 1 T 76 LOT 79 ,80 SF I � 22,902 SF .. 1 iI I P4 N3 I OS � ' min �• o LOT 20,100 SF I �� rn s LOT 75 �,, I // / .� I "t7F8e f �� \ 30,453 SF / — — — 7+0) LOT 80 o L4 36,534 SF _19+00 ` - I\ RESIDUE - - EX`''3T S WA � � 86 SF DB 277 PG 2 - 1 LOT 73 iLOT 72 22,625 SF I LOT 71 20,682 SF I \1 1 1 I I 1 I 1 26,482 SF I o tee, 1 1 1 ; I I FIR OSED ' p CEL A 154,8281 SF \ 3.5544 AC TMP 94-48 \ D6 5493 ACRES E364 \ \ DDB 1300 PG 523 (PLAT)) \ 25' PRIVATE ACCESS EASEMENT _ I \� TMP ----- -- _----- _ � \ I TMP 94-48A \ N/F BREEZY HILL a pRCPOSED �\ \ AT KESWICK LLC PARCEL B \ \ DB 5493 PG 364 137,814 SF \ \ ZONING: RA — _ 3.1638 AC \ \ 1 \J\ 4 9448A a i \ TMP DECK \ 94-47 TMP a� cK K TMP \94 49C Q d 94-47A \ 0 94 — 4 9 B MB PEA , A i ASPygC T L 449 RUNNING DEER DRIVE o _ - _ - - -0 CONC 0 _ I I STATE ROUTE ' 808 I 47 I I I DB 679 PG 76 0 R/W ml I zU I--1 0 Z O Q �? a- W N d Z N W O o� �,oN OQ J Z_ ZC3 JC)LLiM Q J d Ozo> �j (`A =www In a�Z 0 x 0z > m°(L 1� d W Q U � I� I Lu Q 0 W z O a U Lu W 0 co Z O co W tr in W a 0 0 it±) z of vfc� Christopher C. Mulligan Lic. No. 031672 4� �0.� 04/08/22 ESSIONAL �tyG z O UD >z Cc �J F7- w J 0 = Q o N LLJ LLJ M� W DATE: 8 APR 22 SCALE: ---- JOB: 487 SUB: 2022-000 SHEET: 2 3 OF 23