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HomeMy WebLinkAboutSUB202300068 Plan - Submittal (First) Road Plan and Comps. 2023-01-09SITE DATA OWNER/DEVELOPER RIO COMMONS LLC 1701 ALLIED STREET SUITE B-4 CHARLOTTESVILLE. VA 22903 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 999 SECOND STREET CHARLOTTESVILLE, VA_ 22902 (434)-977-0205 TAX MAP PARCEL No: 06100-00-00-167A0, 06100-00-00-171AO TOTAL PARCEL AREA: 3.63 AC (61-167A) 0.72 AC (61-171A) 2.75 AC (PORTION OF 61-170 TO BE PURCHASED) 7.10 AC (TOTAL AREA) ZONING: R4 RESIDENTIAL, AIRPORT IMPACT AREA CURRENT USE: 2 SINGLE FAMILY DETACHED (SFD) HOMES R4 STANDARD DENSITY: 4 LOTS/AC SDP 2022-00 RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA ALLOWABLE DENSITY: 4 LOTS/AC + 10% DENSITY BONUS CREDIT FOR MAINTENANCE OF EXISTING WOODED AREA (4 10%) + 30% DENSITY BONUS CREDIT FOR AFFORDABLE HOUSING (4 * 30%) + DENSITY BONUS CREDIT FOR DEVELOPMENT STANDARDS (4 * 0.26 ACRES) = 6.64 DU/AC. PER COUNTY ZONING ORDINANCE SECTION 2.4.1, MAXIMUM BONUS DENSITY NOT TO EXCEED 50%, LIMITING THE ALLOWABLE DENSITY BONUS TO 6.0 LOTS/ACRE PROPOSED USE: BONUS LEVEL CLUSTER DEVELOPMENT. 43 TOWNHOUSE UNITS PROPOSED DENSITY: 43 UNITS/7.10 ACRES = 6 UNITS/AC TRAFFIC GENERATION: 43 x 7 VPD = 301 VPD *ALL NEW RIGHT-OF-WAY SHOWN HEREON SHALL BE DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE WITH RECORDATION OF THE FINAL SUBDIVISION PLAT. "OPEN SPACE/POT LOT TO BE DEDICATED & MAINTAINED BY THE HOA. STORMWATER MANAGEMENT COMPLIANCE NARRATIVE THE DEVELOPMENT OF RIO COMMONS WILL OCCUR IN ONE PHASE OF CONSTRUCTION. THE COMPLETED PROJECT WILL UTILIZE A DETENTION POND TO FACILITATE CHANNEL AND FLOOD PROTECTION. STORMWATER RUNOFF WILL BE COLLECTED AND HANDLED THROUGH A MANMADE STORMWATER CONVEYANCE SYSTEM ON -SITE. RUNOFF WILL THEN FLOW TO THAT DETENTION POND, AFTER WHICH IT WILL BE RELEASED BACK TO THE ENVIRONMENT. THE POND WILL BE CONSTRUCTED AS PART OF THE ADJACENT RIO POINT DEVELOPMENT (TMP 61-167C). 9VA25-870-63 WATER QUALITY DESIGN CRITERIA REQUIREMENTS - THE PROJECT SATISFIES THE REQUIRED REDUCTION OF ITS ANNUAL PHOSPHORUS LOAD THROUGH THE PRESERVATION OF FOREST/OPEN SPACE, AN ONSITE LEVELI BIORETENTION FACILITY (PRACTICE 6.A), SHEETFLOW TO OPEN SPACE (PRACTICE 9.B), AND OFFSITE CREDITS IF NEEDED. 9VA25-870-66.B CHANNEL PROTECTION REQUIREMENTS - THE PROJECT SATISFIES ITS REQUIRED CHANNEL PROTECTION BY CONVEYING RUNOFF THROUGH MANMADE CHANNELS AND CONVERTING CONCENTRATED FLOWS AT ITS TWO DISCHARGE POINTS INTO SHEETFLOW. BECAUSE THESE WATERS THEN ENTER A DEFINED WETLAND, UNDERGOUND STORMWATER DETENTION IS ADDED TO ATTENUATE PEAK FLOWS RATES AND ENERGY DISSIPATING MEASURE SARE ADDED TO ATTENUATE PEAK FLOWS RATES AND ENERGY DISSIPATING MEASURES ARE ADDED TO THE OUTFALLS. 9VA25-870-66.0 FLOOD PROTECTION REQUIREMENTS - THE PROJECT SATISFIES ITS REQUIRED FLOOD PROTECTION BY DISCHARGING INTO THE 100-YEAR FLOODPLAIN. :BELVEDERE Yt` ,:fin •- / -f- 1 K. tt DUNLORA lam` �� 11 \ ) "•�-'�C �� i c � \ <v� `/� \ ���/ ^ I :.1 'yl/p I I\ r 7vA, / l< ALBEMARLE i COUNTY i r J✓ `\. 1� 1 ',ram �� \`/v>-` SUBJECT PROPERTY 9�1 DUNLORA FOREST s i \ z PEN PARK RD.� VILLAGE SQUARE CITY OF CHARLOTTESVILLE 1VAmI ilk 1kCA71%% SCALE: 1"=1000 FEET SHEET INDEX SHEET # SHEET TITLE 1 ---- ---------- ----- ---- COVER SHEET 2 ----- - ------------ ------------- STANDARD NOTES 3 - ------------------------------- ----- EXISTING CONDITIONS & DEMOLITION PLAN 4 ------------------------------------- EXISTING CONDITIONS & DEMOLITION PLAN 5 --- - -- ----- - ---------- - - LAYOUT PLAN 6 ----- -------------------------- LAYOUT PLAN 7 ---- -- --------------- ------ GRADING PLAN 8 --- -- - -------------- - - GRADING PLAN 9----------- ----------------------------- CG - 12 CURB DETAILS 10 ------- - ----------------------- -- ROAD PROFILES 11 ---------- ---------------------- --- ROAD PROFILES 12 ---------------- ---------------- ---- SIGHT DISTANCE PROFILE 13--- ---------- ----- ------------------ - SIGHT DISTANCE PROFILE 14 --------- ------------------------ --- UTILITIES PLAN 15 ------------------ - --------- - - UTILITIES PLAN 16 --- ----------- -- STORM INLET DRAINAGE MAP 17 -- - ---------- ---- ----------- STORM SEWER PROFILES 18 --------------------- - - -- STORM SEWER PROFILES 19 --- - --------- STORM SEWER CALCULATIONS 20 ------------------- - - -- ----- LANDSCAPE PLAN 21 ------------ -- -- - -- LANDSCAPE PLAN -------------- LANDSCAPE PLAN NOTES & DETAILS TOTAL SHEETS = 22 DESIGN EXCEPTIONS STA. TO STA. DESIGN SPEED EXCEPTION FOR APPROVAL DATES 11 +66 TO 12+17 25 MPH HORIZONTAL CURVE RADIUS I 14+29 TO 15+62 25 MPH HORIZONTAL CURVE RADIUS APPROVALS DEPARTMENT SIGNATURE DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE VA. DEPARTMENT OF TRANSPORTATION So �cNvO z d J Q a w� O cl Qao OU ¢ z ¢ � l W Om g0 UC LO Z _Z Z 0 r� O j V W �W0 �Z °crw c N a� �¢o < � J d (j0J4 m 0 rWww ® O am00 rn � a U z O a U w w d co z 0 Ei cl- LLI 0 O z 4�QT op U „y,� Jimmy L. Taggart Uc. No. 22841 �W4 aF�s^SrONAL v 1 0 C � 0 Q z = cn Oo LLj > f , Q 0 00 LL ATE: 09 JAN 23 SCALE: ASSHOWN .JOB: 18.0025 SDP: SHEET: OF 22 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. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). 8. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 9. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 10. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF 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 FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. UTILITIES & DRAINAGE SYSTEMS UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. 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 UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. CONCRETE & ASPHALT 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 4.1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. TRAFFIC & SIGNAGE 1. ALL "NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER. 2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER OR AUTHORITY. 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. 5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. 6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. 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 VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SEDIMENT 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. 19. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENT TO THE EXTEND NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 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 FOR: DATE (CONTRACTOR) U sN 7 o0 q ENO �Qi U z d J m O z QQU� Oro M3:w0 � I z 0 � �w <° OU O� fr C) _ OU w0 W UQ m z Z zfr O> co co x LL N 0 m d w uj N in am Sao CD (0Lur- J w f) z J Q ^ U Z J a LU co =www O U z arnfra Uco (:D `rartw�4Gti� V ) zg 0 Li W 0 O Q z z ❑ 0 0 ❑ ❑ U� Q 0 0 `� z O a U 0 w 0 z O w m r m w 0 O z DATE: 09 JAN 23 SCALE: - JOB: 18.0025 SDP: SHEET: 2 OF 22 / — UGT S.R. 631 UGT UGT UGT UGT \ UGT � UGT RIO ROAD E 1, 045�- TO ✓OHN RIO ROAD E. / �{t! WARNER PKWY. 30' PRESCRIPTIVE AND ✓ I � VAR/ABLE WIDTH- -• ---� C7 _ 64.50' 470 N08°5935"W 64.50' (4) TREES TBR 8" MPC 6" DWD 1, OH — �@H OH OH OH OH OH UP } 0 —�10 ' !� OH OH OH OH OH �QH OH �` °. / .Oki OH \ \ ( 0 \ / 6 6" OAK -15" OAK \ \ \ 6" OAK 75" OAK \ � — — — — FOM BR ROAD 3o K \TBR v (BR IFO791.03' � l\ FTE SOIL TYPE: 21 B — `Shrub �k_46�' / / Shrub FFE EM 7—STo Y \ \ BLOCK t ASEMEN 4 BR) \ / ( SECONDARY ACCESS \ o \ HPx2�l Ex BUILDING \ CrBR) \ \ \ (TBR II I 1 \ } \ \ 6" SYC 10 Y6� � \ \ P SOIL BOUND RY (TYP) \0Shrub \ Uf 12" SY EX. TREES (TBR) 1 off I _ ,0" I 18""�"9P\ 12"SYC \ \OH \OH 1 H EX. POWER NE, POLE AND //� ON \ \ \ \ G Y WIRES (TrR) \ GWAJ \ � 1 GH H 1 ( I II / 11I I 4<( -.0)a "� '\1 (S OH 12" LOC OIL TYPE) N LOC12" IOC °" 2" SYC—DBL EX. TREES (TBR)DP GH °HIx, \.SYC LOC 6" LOC 12SYC I I EX. F�Cj \ N/ WETSELC THO/�AS D. ET14L \ DB 16SS1 PG 174 / \ / VACANT / ZONIIyG:' R4 2/p ACRES / / / / / / �Z///�'V I / NWT / // / / 18"1CDR BR) 1 J E . TREE LINE � O PROPEr BOUN(AA) � 21 \ \ IKAATr HL- Nl SEE SHEET A 46 .3 ' \ S SE \ UGT / \ �T oGT S727', 1<E/ / UGT \ / DASHED LINE INDICATES MILL & OVERLAY • MR 475 ± TO NEARE6- IN ACCORDANCE WITH VDOT WP-2 DETAIL A iniTFpeFrni 15" CYNTBR)::� \ OHG Ow OH 4�p \ PROPOSED SITE \ 5" HOLLY \ W ENTRANCE LOCATION �29.58' \ ,l j J 24" WL (TBR) \ (TBR) 1. / \ Shrub /V / c I EX. GWA o� 2y 479FFE CONC. SW 18" HOLLY IC (TBR) / (TBR) GWA / WW 1 B OH °r H \ UP //0 FTx3 / 1 SZN O EM 1-S RY R.9 Z (TBR)"0.50' BRICK ON A• o / FFE BASEMENT CO 472 8T / /BRICK (TBR) FFE CONC. W' ww 478.50' < I ME PAD WEL � \ coac. FFE WW PATIO \ PROPOSED CONNECTION TO EXISTING WATER LINE EX. TREES (TBR) - -18" CDR D4 44 WM I B" M11 40518716 / 30" OAK 60" POPJ (TBR) 18" POP — /EX. POWERLINES TBR EX. FENCE )H 0 M PF.&_ 24.19' \ I GWAx3 \ UP Zr) EX. l V l BUILDING \HP / I EX. WELLTC E CLOSED IN (TBR) ACCORDANCE ITH VA. DEPT. 10- D \ ° OF HEALTH REG \ TIONS. (TB / 6081�249 2 HIC �� \ PAVED KqR'IVE R) p / (TBW) 's � o'z / 0 EX. CLOTHESLINE j / \ (TBR) < \ l I GRAVEL / LEGEND TREE TO BE REMOVED (TBR) SOIL TYPE S STEEP SLOPES (PRESERVED) \ / I (TBR) rGWA � GWA TM� 61-17 iA � I / � GWA \ 0�724 AC.I GWA / EX. STRUCTURE AI/ X. BUILDING (TBR) X. \ \ 1 / I (TBR) BR)L I I / \ \� TMP 1 171 X N/F ST UMLAUF, ( \ I A pE SHED STEVEN OR .S9NJA-FOY l > \ \ jP D5 672 PG 165 1 1 RESIDENTIAL (TEX. \ \ ZO I ACRES ` H ED l J EX. STRUCTURE / 6"" BXWD _ \ 1 1 \ \ \ I (TBR) I 1 N I \ I - I / I48 ", MPL / (TBR) / 6r18287 EX. FENCE (TBR) 0 I o 10" DAD I \ (TBR) 10" OAK 1 " OAK I (TBR) I / I(TBR) NOT FOR CONSTRUCTION. THIS SHEET PROVIDES AN OVERALL EXHIBIT OF EXISTING SITE CONDITIONS, IDENTIFIES FEATURES FOR DEMOLITION, AREAS TO BE PRESERVED AND PROPOSED STREET AND UTILITY CONNECTIONS. BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing Cl 194.86' 2548.78' 42249" 97.48' 194,81' S 0648'11" E C2 109.76' 600.00' 1028'53" 55.03' 109,61' S 14'14'02" E l � J 1 ln" nwd (TBR) � / - 20 0 20 40 60 1 DWD (TBR) 1 SCALE: 1"=20' —76" THE $o 7 q rn g U)NO U)Qi U) O Z J m J pro -I gFw0 �w O O z a°� M p� fr Z ¢ _ OW U w0 Q J Z m � ZU O co > co w Z M.>M N d co rn N Ia CD Q WQ O LU CO CO r` J J ^ Q7 U Z J a } 0 V =WWw UZ O a rnfra U z O U co w 0 co Z 0 co W m m w a 0 0 z P"TH Op Gt \� Jimmy L. Taggart Lic. No. 22841 �4 01/09/23 lbw FrSI0NAL �1yG Q C/D z O zz g o Lu Lu z 0 Oo U� OO O oC U fr z co X LLJ DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: 3 OF 22 MATCHLINE - SEE SHEET 3 �-18" TR / I=7 7 mmmill, I 1 \ 450.68' \ \ \ C I / \ ( I I 1 \ \7 GP ROVER 3 \ \ \ f / / ' CDR 450.82'ROVER / \ \ \ \ \ \ \ T1)'1P 61-171 0 \ \ N/F STRUM/�Q UF, \ \ (TB[ \ + 48" OAK \ STEVEN OR SONIA� FOX —✓ 1 \ \ \,(� \ \ \ \ (BH)\ \ DE672Pc 1615 l i \6 T AL (TBR) \ \ 1 \ \ ZOMNG 1?4 A 21\C \ \ \ \ \ � 1 l.ao ,ACRES \ (S6I TYp \ ��18" TREE24" TBCHBR \ 1 1 EX \ EE LIN2T0 \\ I \ 1 1 PF20PERTY;OUN (TB) \ 18LOC " � No \ \ \ \ \ I (rBR) \\ ✓ \ / TMP 61-167C\ \ \ \ \` \ \ R)\ ^ N/F WETSEL, \ \ \ \ \ / \ \ x S71.4 '17"E f J THOMAS D. ET AL \ \ \ \ \ \ 1 4275�' DS 1681APG NT 174 \ \ \ \ \ \ /\ ` \ 1 (TBRD 1 + 1 \ \ \ I 18CrR) ZONING R4 \ \ \ PROPOSED PRO CT TREE / /\ I / BR \ \ \ 25.73 ACRES \ \ \ TI E PR SERVATIQN AR \ } \ \ l(TB \ \ \ \ I \ ALBE ARLEIS STEEP SLOPCOUNTY EA \ \ \ \ \ \ \ \ EX, REE LINE O \ \ \ \ E STEEP SLOPE�REA • \ \ \ � 1 ��jj I PROPER_ BOUND(rABF�Y) ( I \ \ \ l BUILD NG \ \/ \ I / a \ � \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 24 " P�-�� I I I I \ ® CISTERN ® 3 " OAKI / I l \ ® ® �(TBR) / \ \ \ \ — \ / o \ — \ 6" MPL 1 �6" MPL (T� RE+) M6 PL \ \ \ \ \ \ \ \ \ '12" PL I I 24 OAKSTR \ \ \ \ \ \ \ \ \ \ SANITARY SEWER �, 12" MPL I \ \ \ \ \ P COUNTYGS�G I CONNECTION \ \ \ \ \ \ \ \ \ \ \ \ \ I •• \ \ \ � \ 10"MP- . l L 1 ' TREE I \ \ \ \ \ \ \ 1 I \ I AREA TO `BE 10 „ MPL \ \ \ \ \ \ \ \ \ \ I I \ PRESERVEp \ 6" \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \I MPL 36" Hic \9 �/1 1 I\\\ I 6I-1 S I /- x/ II // EX.24MPL N� HARLOTT/SER BASKETBALL I WALDD7FH00� INC couRr 6 POP s" M / / I 1J5 4202 PG 45J 1 \ \ \ \ s jjj" Hrc \ \ �� „ \ \ -\ 1 \ �\ I ELEMENTA Y SCHOOL \ \ \ \ \ ) "\ \ I 10" POP 30\OAK J 8" O K \ 1 1 \ I ZONING \ ,3 1 / 6"�`JPL 13187 I \ 8 Pop(TBR h �1 MPL 15" POP \(TB RJ 6 MPL\ \ I I I I I I \ 24 C o (TBR I I I I I CRITICALAREA \ \ \ \ \ \ \ \ 1 1 / / 1 B PRESERV / D \ \ � I \ \ � 6\"M (SoIL GYP \ 12" M 6" OAK 10 " POP (TBR 48 �SO)TYPE)If - IIOVE I1 WIREI / \- \ 72" OP FENCES I A \ I 12 \ \ \ \ \ \\ \ \ \ \ NOTE: \ I I I \ 1 \ \ 1 12'I \ MPLJ X \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ / NOT FOR CONSTRUCTION. THIS SHEET PROVIDES AN OVERALL R 60 / EXHIBIT OF EXISTING SITE CONDITIONS, IDENTIFIES FEATURES FOR DEMOLITION, AREAS TO BE PRESERVED AND PROPOSED STREET AND ` UTILITY CONNECTIONS. 1 1\ \ V v A\ 20 0 20 40 60 SCALE: 1"=20' LEGEND TREE TO BE REMOVED (TBR) x SOIL TYPE I• STEEP SLOPES (PRESERVED) 7 $o q 0 rn ENO U) UZ � J m O U) z QQU� on <, Oro g�WO z0 rrw <° 0(-) m O� frZ ¢_ OU w0 U Q m J Z � Z OU co > co x LLz N a`_ m d co N Ia a� Sao LLi J cli J 0)^ U Z J a 0 co =WWW O co �z arnfra Uco ���PyTH Op `r 9� Jimmy L. Taggart Lic. No. 22841 �4 �O,n 01/09/23 lbw FSSIONAL �1yG Q z C) o zz g o LLI LLJ Q z U) Oo 0 U� OO 0 oC U � z U) LLJ z 0 a U co w co Z O w m m W a 0 O Z DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: 4 OF 22 S72°35'16'E /L R'IO ROAD=10+00 o S.R. + 1.045tTO✓OHN RlO ROAD E.7/ WWARNER PWY30'PRESCRIPTIVE AND p / / / '. - VARIABLE WIDTH R/W N08'23'20"W C1 64.50' 48 I/ • • • N08°5935"W 64.50' 18'" CDR 15 CMP (w) 12' OH OH OH / OH OH OH OH 12' OH OH OH OH OH OH OH OH OH e'. OH OH OH OH O ° H 0 V. STOP _ OH OH OH OH OH OH H OH O V o OH P' '' > v v . • x ° a v .� SIGN STREET ?p °° a b �'a ° ..a °' v' .p °w :O°.° .•. °.v > ' ,.°. v 7' SIDEWALK P. ° ° °; ° °' 8 °.'v `° '. ` °' 5"" HOLLY . v v °v' (TY )'.. .. ° — v — NAME SIGN I r2olSETBACK 20'SETBACK PROPOSED I ;7 _T T RETAINING WALL I 9' (TYP) / 1 2 3 4 5 6 7 8 9 10 11 12 13 14 j Y a l a 0 50' ROW 20' 18' 18' 18.01' 18' 20' � 20 m l u 20' U 24' FC I I 11'. ^ 1 00 EX. b a + \ BUILDING N > I r I I I I '_25' :BTL I I R7.53' BACK STOP O I EQUALITY STATION: ' SIGN 11+53.77 = 20+00.00'ROAD B' / . 4s• �' '•5' SIDEWALK (TYP)p °`' ;" ° .. ° s >• y :y v. °' ° ° '. \ \ /� / \ / STREET Q w I I PROPOSED 6' PLANTING/ 0 PARKING 6' PLANTIN NAME SIGN �S '`9 U STRIP (TYP) o PUBLIC ROAD 'B� SIGN STRIP (TYP) a,2 _ I RETAINING WALL ILL + I (BY OTHERS) 23+20 23+00 22+0� L4 21 +00 N 20+00 I / O PARKING SIGNfr STOP Q CG-6 SIGN ° PC: 11` +66.05 / I 5'SIDEWALK P)lf:�L lfi�L lfi�L lfi:L lf��L 1z L is °. '' ° ° °` R120' I 1 / OPEN 9 16 5 �. 21 20 19 18 17 SPACE YI / o ti. Y 25 24 23 22 Y Y 0 c� N m m m �� 4y Lij LLI n Q� 20' 20' LO " `4 TO l TMP 61-171 Lo 20' 20' / / IV/F STRUMLAUF 20' qo p7 12 / STEVEN OR SONIA I / Sp, X 1> DB 672 PG 765 18' SETB K / / 3 RESIDENTIAL r -26. 0 v / ZONING: R4 BTL 1.90 ACRES PARKIN r� / SPACES + s. -- N C 9 a CG 6 CG-6 / PROPOSED \�{ ALLEY i/ / RETAINING WALL O (BY OTHERS) ILL 13, 27+00 oN 26+00 T 25+00 UALITY 9Ao CG-6 Pqa / 12 65.41 STATION: 25+00.00'ALLEY' TMP 61-167C GYP) NIF WEFSEL, ro 2S' o THOMAS D. ET AL BTL DE 1687 PG 774 8' o / VACANT o / ZONING: R4 25.73 ACRES / PT'. 27+84.17 26 27 28 29 30 31 32 33 34 o 'a 18 18 18 18 Y N 00 U UQ 20' 18' 18' 8' 20' v e � m in Np I U w I �O STREET •. Lb NAME SIGNLU / Public Road A Number Length Radius Direction 1_1 166.05 N84' 30' 05.04"E C1 51.38 120.00 N83' 13' 53"W L2 211.25 N70' 57' 51.60"W C2 132.86 120.00 N39. 14' 49"W L3 66.09 N7' 31' 46.18"W Public Road B Number Length Radius Direction I 320.30 1 S7- 41' 35.40"E J / / LEGEND — — — — — — — / •'' / / / CONC. SIDEWALK — — PARK r ✓ / ASPHALT Q 18 / DRIVEWAY OR CY) / O VO � °` RETAINING WALL Cl- OPEN r // m SPACE I o / ti / // 20 0 20 40 60 0 0 26 6 / SCALE: 1"=20' _ � 39 38 37 � � 36 r .. MATCHLINE SEE SHEET 6 10 v $o rn g UQOEN i U ' co O Z J m J z aav�i� O(o �I g�WO zK¢ 0 Ow U <° O� a_ ¢ _ OU U w0 Q J Z m � Z U O> co co Lu w Z a-Lu N d co rn uj Na W rQ JJ 4 coU= � WW o W Mira_ U Z O a U U w Z O w Ir [a W a 0 0 z PyTH Op Gt o� l U 92 9 Jimmy L. Taggart Lic. No. 22841 44 01/09/23 lbw FSS10NAL '& V ) z g O n-- w z Q Q z Oo 0 U� o 00 � m 1_L DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: 5 OF 22 i N Q I EQUALITY STATION: 16+28.00 = 29+61.79'ALLEY 16+28 I r�ou� nvrw M L �J� NAME SIGN 5'-25 \ + CG-6 N BTL \ TMP 61-167C \ \ N/F WETSEL, \ '\ THOMAS D. ET AL DS 1681 PG 174 18 \\ VACANT \ PROPOSED y \ ZONING; R4 \ RETAINING WALL I U� 25.73 ACRES m \ N ,\ I ALBEMARLE COUNTY GIs \ \� `\ STEEP SLOPE AREA �� 11 PROPOSED PROJECT TREE PRESERVATION AREA I \ WOVEN WIRE \ FENCE 1 1 1 1 / / 1 � 1 CRITICAL AREA PRESERVED I 47 0/ 1 \I \\ \ \ I � \ 1000 \ \ \ I i MATCHLINE - SEE SH T 549 4 PROPOSED / RETAINING WALL / / / / TMP 61-171 / N/F STRUMLAUF, D STEVEN OR SONIA FOX / 3 WALL DS 672 PG 165 RESIDENTIAL / ZONING: R4 1.90 ACRES / -IF / l \ / S71 °43'1 T E 42758' \ TMP 61-170 / N/F CHARLOTTESVILLE SOCCER WALDORF SCHOOL INC / HELD / D3 4202 PG 453 ELEMENTARY SCHOOL / ZONING: R4 13.87 ACRES \ \ f / X. / BUILDING CISTERN O ® ®® �\ / ® o / / EX. /BASKETBALL COURT / / \ LEGEND \ / \ \ CONC. SIDEWALK �. ASPHALT DRIVEWAY RETAINING WALL ----- 1 1 20 40 .1 1 so rn g ENO U)Qi UZ d J m O � z aav>i� pL0 gFw0 �0) F �¢ �w <° Op ¢ O� fr ¢ _ OU wU U z m J � Z U O> co co Lu w Z N rn d W co LLi N CD Q Q O J W t3) ^ UJ J4 Z a }0LU V = W W W O z A4 am°a_ Uco `r(:D 4' �gart�4lbw1yG U) zg O w z Q Q z Oo 0 U� O0 m Z O a U U w z O W m W a 0 0 z DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: 6 OF 22 Z O a U U w U Z O w m r m w a 0 O z F- g rn DNO U) UZ dwD J m O z QQU)D O(o g�WO �I z0 rrW asp OU O� fr ¢ _ OW wO U Q m J Z � Z U O co > co Lu LLZ N 0 m d w N in co Ld Q Q CD~ J r J (0 W f- z J Z ^ U J 4 a = w w W O Utz O OR m fr a_ 2 U oo����PyD U 92Jimmy°,nF 01rS v zg O z w g Q z c� O Q z � o 0 U� Q 00 rr DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: v I � I� II \ I � MATCHLINE - SEA-S'H_EEff 7 A N p. \ T P 61-171 N�� STRUMLi4UF, 444.0 STEt/EN . OR SOMA FOX 5°,490 DB 672 PG 165 RESIDENT/AL ZO NG: 1?4 V — vaas.o 1.90 YgCRES \ V 441.6 =5.9' I 150.3 3' 1 � / CISTERN ® I l T6 170 / N/F PHARLOTTESVILLE � Ex. / X. SO CER BASKETBALL C) WA�DO�ZF HOOL INC 1 / FiEt� couRr / I � DB 4202 PG 453 I / ELEMENTA Y SCHOOL ZONIN G. R4 l / 13, 87 CRES 1 1 20 40 .1 1 � so rn g ENO U OOWD Z d J m O U) z QQC� � Z< 0w a O fr Q = O� w0 U Q m J Z � Z U O co > co Lu w Z N 0 5 rn d Lu N Ia a� Sao (0Lur; J J 0) ^ U Z J a 0 V =WWW O z °° 2 Uco �4�PyTH Op `r �° 4' � 9� Jimmy L. Taggart Lic. No. 22841 �4 �O,n 01/09/23 lbw FSSIONAL �1yG U) zg O z � w g Q z c� O Q z � o 0 U� Q 00 z 0 a U U w z O w m W a 0 0 z DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: 10 0 10 20 30 SCALE: 1"=10' U ¢ SWK N \ �. � �_ 466.46 SWK U 1 6 4 RAMP 466.81 SWK I . -4 , J SWK 1 U .12 461.53 I SWK J 464.75 / / 461.44 Q SWK SWK LANDING i RAMP 435.37 ° 1/4" : 12" MAX 435.05 SWK 1 " : 12" 1 d 435.55 SWK 464.65 LANDING SWK LANDING ol SWK 1/4" :12" MAX 460.08SWK C CID 1/4 : 12" MAX ° ._7 C ° 464V75 -' SWK 465.29 RAMP 464.98 1 " : 12" PUBLIC ROAD B °J SWK ' ' TRANSITION GUTTER PAN r ,Car° SWK 434.86 SWK CG SLOPE TO 20:1 MAX AT U 459.63 D SWK -6 4 5.45 CROSSING (TYP) O r D SWK 463.77 434.89 SWK PU SWK SWK DD U TRANSITION GUTTER PAN 435.24 _ CG-6 463.89 463.76 D SLOPE TO 20:1 MAX AT �G SWK CROSSING (TYP) SWK "456.78 463.99 LANDING SWK SWK ° 1 /4" : 12" MAX CG-6 SWK 432.43 434.01 � � ° - - 456.83 SWK CG-6 RAMP SWK 1" : 12" LANDING oo° 431.73 SWK 463.87 1 /4" : 12" MAX '`o, ° 435.45 _7 b SWK $� RAMP 463.97 1" :12" 1 I RAMP / ` CG-6 1 : 12" / SWK SWK SWK / SWK a 457.42 LANDING 434.28 435.55 457.52 1/4 : 12" MAX co / " U a b � V SI^ vv 46rsIL CG-12 INSET "B" CG-12 INSET HIGH CG-12 INSET HID" 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. $o rn 0 ENO U) U Z d J m O z aaa.,i05 OU ��Wo �I z03i �w a°� OU ml az Q= 00 w0 U z m J z Z U 00 1L z N ° m rn d W Lj N CD Q� Sao J W t- J 0) ^ U z J a LUco = W W W Oco z ama_ ° U 0co PyTH Op `r o� l U 92 9 Jimmy L. Taggart Lic. No. 22841 w44 O,nF 01/09/23 Gti� r"'IONAL E� V ) zz g 0n LLJ o LJJ Q 0 z_ m Q O CV Uo T 1 o U D z a U U w z 0 W m W H Q 0 z DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: 10+00 / P.O.B. 1 I L �� ��' 00 r \I - a 1 11+00 aro _J i 12+00Co 3+� ,o 15 16 r.. 33 ® r• / 42 / 3 32 co 110 I� �iIH � �. .e� ■ �����. i era ��� �F�r� I W111, �1��•���,►Ire►� . �,. ee 150 4 4 4 495 4 4 4VFRTIrAJ a 4 4 4 4 ;e • . • e e ee .e 50.00 • ee :ee •e 100.00 ee ee -e: 100.00 -t=�ti--tip■ti��titi R/W 4" 3000 PSI VDOT ST'D 3.1 CONCRETE CG-6 3 1 4" VDOT 21A STONE BASE 6" VDOT 21A STONE BASE 1' 5' 6' 2' CONCRETE PLANTING SIDEWALK STRIP 0.5' Project: Date: Street (or section): Testing Firm: Testing Date(s): Design ADT Average Daily Traffic, or VPD Present Year: Design Year: Growth Rate (%): Design ADT at Design Year: Percent Trucks: Design Traffic Volume: Design Pavement Index: VARIABLE WIDTH PUBLIC R-O-W POINT OF FINISHED GRADE 1.5" SM-9.5 �- 1/4": 11 11/4": 1' -� 24.5' 10' TRAVEL LANE 8" SUBBASE (21A) 10, TRAVEL LANE 24.5' TYPICAL SECTION STA 10+00 - 12+50 ROAD 'A' (25 MPH DESIGN SPEED) N.T.S. 3000 PSI DDT ST'D CG-6 CONCRETE .,, •,:'.•� .. 4" VDOT 21A 6" VOOT 21A STONE BASE STONE BASE 2' 6' 5' PLANTING CONCRETE 0.5' STRIP SIDEWALK PAVEMENT DESIGN CALCULATIONS Flexible Pavement Design Evaluation Worksheet Rio Commons 301 2022 2022 301 1 305 11.2 Surtace Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A) Prime &Double Seal or Blotted Seal Surface Intermediate Asphalt Concrete (IM-1Aor 1B)(Superpave IM-19.10A) Base 1 Asphalt Concrete (BM-2 or BM-3)(Superpave BM-25.0) Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface Untreated Aggregate (21A or 21 B) Cement Treated Aggregate Cement Treated Select Material, Type II, min. CBR=20 Select Material Type I & II, non -plastic, min CBR = 30 Select Material Type II, non -plastic, min CBR = 20 Soil Cement Cement Treated Select Material, Type II Cement Treated Select Borrow Base 2 Untreated Aggregate (21A or 21 B) Cement Treated Aggregate Select Material Type I, non -plastic, min CBR = 30 Select Material Type I & II, non -plastic, min CBR = 20 Soil Cement Soil Lime Cement Treated Select Material, Type II Cement Treated Select Borrow VDOT 20-Dec-22 Rio Commons -All Roads (assumed for design purposes) Soil Support ASSUMED) Measured CBR Results: 3111 1 � 4 2 3 4 5 1' 1 Measured CBR Average: 4 Design CBR: 2.7 Resiliency Factor 1 Soil Support Value 2.7 Total Proposed Thickness Index: 12.3 OK Material Equivalency Min. Max. Thickness, (h) Value, (a) Inches Inches (a x h) 1.5 1.67 1.5 3 2.5 0.84 0.0 1.67 2 2 0.0 3 1.67 3 5.0 1.60 6 0.0 1.00 6 4 0.0 pay attention to 1.67 6 4 0.0 Min/Max values 1.50 6 4 0.0 Only 1 value 0.84 6 4 0.0 percategory, 0.60 6 4 0.0 Intermediate 1.00 6 4 0.0 maybe zero 1.17 6 4 0.0 and Base 2 1.00 6 4 0.0 maybe zero. 8 0.60 4 8 4.8 1.33 4 8 0.0 0.50 4 8 0.0 0.40 4 8 0.0 1.00 6 8 0.0 0.92 6 8 0.0 1.17 6 8 0.0 1.00 6 8 0.0 Total Proposed Thickness Index: 12.3 So rn g ENO �Qi U O Z°Jm J � z aav>i� o;� 2�Wo OU U w0 Q J Z m � Z C'3 rh `J O z 0 a U U w U Z O w m w a 0 O Z PyTH Op Gt Jimmy L. Taggart Lic. No. � 22841 w�4 01 /09/23 Gti� IONAL LL ) CCE E V J zg On C DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: Y�L—l9 1/v 7 \ I I ' 20+00 t � ,Div\ 708 l 4" 3000 PSI VDOT ST'D VD 3 .1 CONCRETE CG-6 3 4" VDOT 21A STONE BASE 6" VDOT 21A STONE BASE 1' 5' 6' 2' CONCRETE PLANTING SIDEWALK STRIP 0.5' IJil11JIJgJ1�'i�1�Y�.�JWJ�P6'Ib"�LRfRt!•6APi��ilitta�Y��1►+Y10 �l 1 �f��� f1��l�Id1i�Q�■� !'•R�CY3�ih'•■iitll®�"'°"61a1L'■>�if�f. f 50 0 50 100 150 SCALE: 1 "=50' PUBLIC ROAD B PROFILE ING SURFACE IJJJJJJJJJJIIr ���� JJJJJJJJ�■_�E1mm, t.��� HHUHUSEU SURFACE Nw— �� �L�YWidl■ i un JJJJJJJJJJJJJ■�—[-11Ii11/f1��' ���� IJJJJJJJJJJs� i ■—!■uL���--JJJJJJJ■JJJJJJ� �tnl—�---�0�\I�f■��wY JJJJJJJJJ■IJ—�---����11■�I� �� STORM SEWER -• JJJJJJJJ�t7G-- ��� • 20+00 21+00 VARIABLE WIDTH PUBLIC R—O—W POINT OF FINISHED GRADE 1./5" SM-9.5 F— 1/4":% d 1/4": 1' —� 3" BM-25 10' TRAVEL LANE 24.5' B" SUBBASE (21A) 10' TRAVEL LANE 24.5' TYPICAL SECTION STA 20 + 00 - 23 + 50 ROAD 'B' (25 MPH DESIGN SPEED) N.T.S. 22+00 23+00 VDOT ST'D 4" 3000 PSI CG-6 CONCRETE F— 1/4": 1' .... 4" VDOT 21A STONE BASE 6" VDOT 21A STONE BASE 2' 6' 5' PLANTING CONCRETE 0.5' STRIP SIDEWALK 480 475 470 465 460 455 450 445 STORM SEWER CROSSING(TYP.) 440 435 430 ks 1 k 475 ;~Q 470, a65, 460, 455, 450, 445, 440, 435, 430, 425, 420, 415, 410, 1 1 50 100 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I ALLEY PROFILE 1 : 10' V JJJJJJJJ��JJJ��I�JJJJJ�r�����J!e�w�� � VERTICAL BENDS AS NEEDED TO AVOID STORM SElhER(TYP..—.JJJJJJJJJJJ■J���7—tt7II/1?�_ ��� JJJJJJJ���— —.JJJJJJJJJ�G.— -`��� �•17N�+17�---�+17■�ia�— �+7��71J• 25+00 26+00 27+00 28+00 29+00 30+00 VARIABLE WIDTH PUBLIC R—O—W POINT OF DOT ST'D GRADE VDOT ST'D CG-6 1.5" SM-9.5 CG-6 F— 1/4". 1' 1/4". 1' —� B" SUBBASE (21A) BASE 3" BM-25 2' 8' 8' 2' TRAVEL LANE TRAVEL LANE 10' 10, TYPICAL SECTION STA 25 + 00 - 30 + 00 ALLEY (25 MPH DESIGN SPEED) N.T.S. 475 470 465 460 455 450 445 440 435 430 425 420 415 410 m U a m w wrng ENO n �?_ U Z°wm J Y J Q '0'^ ~m ~0¢ � w UU � =° 0 Oa Z [ a _ OW U w U m Q J Z ZC3 a C7 Fh > co co l Z D w 0) N 0 Sao Q �� Lu Q Z J U Z — v OU) } U O w =wrw U Z r� = m°0 U � �PyTH OF t, Jimmy L. Taggart Lic. No. 22841 wW4 01/09/23 SSIONAL ��, V J z� Oa_ U) W �w H z O O U� o OEf LL DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: OF 22 l \X \\I 10+00\mac 1J I J I I \/JJ� ) V) `C\ 1 f) \ 1 1 1 \\� �� 1 ` —�1 �� \\�1��1—� / r / _ S J (\ 1 f +00. — — 500'C - ��-mil\` �\ I \ 1 I \ I 1i = N— 2p+ 1 CEO——/ N i \ ` E 72+0 -- ! \-- —r—�/\\\ \\ = / 500'SIGHf Ag+00 — ----- \ DIS — — .73+01 \ / _ i 64.50' - RioROgoE � SV35'16'E_ RIO ROAD E \ — \14-1-00 \ / _%_ Nr / 495 490 485 480 475 470 465 460 455 450 445 440 SIGHT DISTANCE PLAN VIEW RIO ROAD E 50 SCALE: 1 0 50 100 150 o® O O d- CC O O Oc� 4 L6 CO C0 0) I _6 (D (c CD O 00 lu�. (C (a (c N N (O I< (0 (c r V- r O r ai cO (C O 00 00 Cr (0 (c O N 00 D 00 O (0 N N N O C{ r n N �n 00 ^'� n n O V- _ O CV v O r,- n O O .— O Cry Cc O (NI 7 00 (C CO f c N 'C f n (O V- CO (c CO Cc n cc N (O CO (O (V N O. (O CO N c, N 6 cC c0 O 00 Ln Ln n� r s X . In c0 L() 9+80 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SIGHT DISTANCE LINE PROFILE H:1"=50'; V:1"=10' 17+00 18+00 19+00 495 490 485 480 475 470 465 460 455 450 445 440 g rn F- DNO U) UZ dwD J m O z QQU)D O(o ' TWO �I z0 rrW asp OU O� fr ¢ _ OW w0 U Q m J Z � Z U O co > (co wL Z N 0 m d w co Ld N CD Q Q O (0LUr- J W f) z J ^ U Z J 4 a 0 V =wwW O aO �z rnfra U ���PyTH Op `r o� l co Ir U 92 9 Jimmy L. Taggart Lic. No. 22841 w�4 0 01 /09/23 V G1� rSIONAL E� J W O0 , � w Q w z U z O 0 U� Oa O U O DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 180025 SDP: SHEET: r \ \ �I?�• \�, I\ 1 ((' 1� �J ALI&MENT=SIG T DISTANCE kCAD A & ROAD B S��60N=11+18.49 FFSET=0.00 % NORTHING=390�636.15 �— v� EASTING=11493954.18 SIZ,35'16"E / 10+00 PUBLIC ROAD A -tea _ - s QA \ -/ i `\1\ III ' � ,•. ( // / �/ / I / r J SIGHT DISTANCE PLAN VIEW PUBLIC ROAD A AND PUBLIC ROAD B I rr AL1G�LMENT=S�1-I�� DISTANCE ROA•B—A & ALLEY o OFFSET=0.00 NORTHING=39086� 1. w / � / 57235'i6'E -E'ASSID4G=114 844.76 it ��` �I ....� .. :. :. •••. —_ _�-- v-- /v // /�/ 1 / / / SIGHT DISTANCE PLAN VIEW PUBLIC ROAD A AND ALLEY 50 0 40 >00 150 SCALE: 1 "=50'43n, EXISTING GRADE 485 480 475 470 465 460 455 450 445 440 435 430 N � Lq Ln rn 10+00 11+00 12+00 13+00 14+00 SIGHT DISTANCE ROAD A &ALLEY PROFILE 485 480 475 470 465 460 455 450 445 440 435 430 g rn F- N O U) UZ d J m O z QQC:C:" Oro M�w0 � I z 0 � �w <° 00 M a ¢ p� Z _ OW w0 U Q m J Z � z OU co > co w Z N m d w N 0 Q '0Q CD J � J Q ^ U Z J a }�lnV wwW O �z arnfra 2 U PyTH Op `r o� l U 92 9 Jimmy L. Taggart Lic. No. 22841 w�4 °,nF 01/09/23 Gti� rSIONAL 8 V� J L-I O0 , � w w Q z U z O o � U Oa O U Al 0 z F- a_ U U w O U Z w m r m w a 0 O z 9�,j 'PUBLIC ROAD A 3 DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 180025 SDP: SHEET: 10+00 11+00 12+00 13+00 14+00 SIGHT DISTANCE ROAD A &ALLEY PROFILE 485 480 475 470 465 460 455 450 445 440 435 430 g rn F- N O U) UZ d J m O z QQC:C:" Oro M�w0 � I z 0 � �w <° 00 M a ¢ p� Z _ OW w0 U Q m J Z � z OU co > co w Z N m d w N 0 Q '0Q CD J � J Q ^ U Z J a }�lnV wwW O �z arnfra 2 U PyTH Op `r o� l U 92 9 Jimmy L. Taggart Lic. No. 22841 w�4 °,nF 01/09/23 Gti� rSIONAL 8 V� J L-I O0 , � w w Q z U z O o � U Oa O U Al 0 z F- a_ U U w O U Z w m r m w a 0 O z 9�,j 'PUBLIC ROAD A 3 DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 180025 SDP: SHEET: DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 180025 SDP: SHEET: GGT / L GT ucT 57235'16'E/ / UGT �494 / Gp UGT UGT UGT UGT — UGT OCT — UGT- — / RIOROADE I — — — — 2 100 1' i N082320" � c 64.50' N08 59'35"W 64.50' w r w OH W W W OH H ©H OH OH OH OH OH OH OH OH OH OH OH OH OH OH ° OH OH r OH v—° OH H O OH °'e' a • b y r v d' V ..v v .s s.a ° .. s:. e: ° y • r.'v e W mW p LLI U [20, SETBACK 20'SETBACK I ■ a--z I I I I I I I I I I I I I I Er LL -O I ° I ' la 1 2 3 4 5 6 a s 7 8 9 10 11 12 13 14 U 3 m � mlm Q I� nl� uI LO LO III'. ; -r' I I -2s' I : . BTL - I - I - I - MI-15 � 18'SE BA K �', • ` I _ — — JIB a 3 3 I 43 o _ CONTRACTOR TO END o _ 8" DI W/L ; T 8" DI W/L TO FIT AS NEED D — x w W w W W W P BLPC ROA B' W W; I ro�o> 3 x N Jgo I 106 15 HDPE _ 15 HDPE —> 110 — — — — FHA Q u- �/ '1 / w co U 25 24 23 22 YOU 21 20 19 18 15 aI Y 17 16 / al al ui Lu h L MATCHLINE — SEE SHEET 15 s U I Ico m w 26 U � d � co N ILE - 3 I o w co J I 4 3 II z 206-2 ro uj 0 OL Cc:Z O Q U Q F z ° p 39 Lu J U 0 ■ IIGo m 1:111 PVC CONTRACTOR TO BEND TO FIT AS NEEDED 1 8" DI W/L ALLEY I15 HDPE -25' 308 BTL 8' I I 27 28 29 We 37 15F 30 1 31 w— i 32 1 33 34 � m h TX) N I, �r Q Q MH 3-2 �W �W �<u 0 . 224 / s, z 15° CMP (TBR)� O OH — OH H — OH OH � OH 0-24"MPt oN : L / EX. BUILDING / I / \ J l� l EX. l / SHED / E\ \ / r\ LEGEND STORM PIPE / O STORM MANHOLE ® STORM INLET --+--8" PVC— SEWER PIPE 20 0 20 40 60 SEWER STRUCTURE —w—w— WATERLINE SCALE: 1"=20' $o 7 q rn g ENO �Qi U d O Z J m J p o �rn g F- F �¢ �w Op <° ¢I O� 0Z _ ¢ OU U WU Q J Z m � Z U O> u-z N a`_ ¢ d co U m uj N Ia CD Q (0a CD J W r ^ z J a U Z J 4 } LU V = LULU W U z O a O rnfra U Z O a U U w m z O w Ir W a 0 0 z PyTH Op `r 9� Jimmy L. Taggart Lic. No. 22841 44' �O,n 01/09/23 Al FSSIONAL '1' V ) zg 0n z � � g z cn O� w U� o � O0 Q DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: 140F 22 L F— m 0] Lu MATCHLINE - SEE SHEET 14 39 38 35 m 37 36 21 s-2 U a � -25' 00 i' U) BTLLLj Q 204 w WATERLINE BLOW OFF \ U z� 1 SEWER CONNECTION By OTHERS\ \ WOVEN WIRE FENCE \ 1 1 1 1 / _ 919 '.. oil\ \\8 DI/� °W L W�� PUBI LIC�D' 225 \ I\ \ I \ \ I \ uQ \ 4 cn \ I \ 1 ALBEMARLE COUNTY GIS STEEP SLOPE AREA I PROPOSED PROJECT TREE PRESERVATION AREA I 1 / \ 1 CRITICAL AREA 1 \ PRESERVED 1 1 F x 1, it II I li I I I I I I i / / / / / / --�S71 °43'17'E \ 42758' / EX. / SOCCER / FIELD / �` J EX. / BUILDING 0 ® CISTERN 0 ®® 0 o / EX. BASKETBALL / 1 couRr / L / I LEGEND STORM PIPE O STORM MANHOLE ® STORM INLET PVC— SEWER PIPE SEWER STRUCTURE 20 0 20 40 60 WATER LINE SCALE: 1 "=20' so � rn g ENO n w U 5 0- O Z u J m J 1) z aav�i:C:), p o W g 0 fr<rn w z03i <° O� OO a Z _ ml ¢ OU U WU Q J Z m � Z U Ofr co LLZ N a`_ m a- W co m uj N CD CD Q (0a CD0) J CO W r ^ z J 4 U Z J a =WLUW UZ o a�°° x U Z O a U Lu W U z O w m m W Q O Z PyTH Op Gt O �G' o� l U 92 9 Jimmy L. Taggart Lic. No. 22841 �4 01/09/23 lbw FS rION AL �1yG zg On z � � g z cn O� W U� o OIr Q CL DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: OF 22 \ \ 102 l J V \ \ \ \ \ 100 104 - - - \ F07�1.03' I f = I I ICI �I \ \ \ \ \ \ \ 106-2 _ 106 I - % o I I 1 J a I � 202 - J � \ J 0 III \ r-- / \ 1 302 O I�I`lll 204 � -, 1 � ;�i .� °. 206 2 1 \ A /, 0.13 AC 0.02 AC \ _ 0 08 C r / I' 3 J `� 111 I I I I I C. 1 304v� C: 0.3 �y ,� I C. 0.75 J_ _�a 206 0.02 AC �� i 0.10 AC U. AC r ( I ( I Q II I C: 0.75 a III I�I 1\1 C:1 210-4 / 0.02 AC / 26 5► I �° I I III C. 1 - 0- I I l \ 210-2 208 III Il 0.08 3g AC 210 a a 0.14AC J l - ! C: 0.85 0.12 AC (� ROAD SIG I � < J � C� 0.75 I a - III I1 / J0.37 AC 11 I t \ 7 0 - 0.35 \ t / ° I I I 212-2 ' � 3 214 _308 �- _ 1 i' !_�; / _ _ - - ,/ 1 __,� ,. % / 1 0.14 AC � I tea. ao � ✓ I I i C:0.75 0.14AC C: 0.75- �`�AC 0.29 AC i i C 0 216 / 0.10 AC _ - I - - - 0.25 AC + C. 0.75 --a_ / j 32 C: 0.75o I 10 -10 0.09 C: AC a 0.7 218 2 _ f 0.08 AC - -�I 0.11 AC J C: 0.75 0.09AC -- j q 218 Y \ IF - C: .4 0 / _ a \ woo g a / 0.01AC 0.06 AC 0.07 AC C: 11 0.45 C.0.9 ,` 0.12 AC \ 02 r 1 r- JA - / ` i 0.24 AC - woo 20 0 20 40 60 SCALE: 1 "=20' So rn g EN 5QO i U Z°Jm O � Z QQ�� oU w <o a_ M dd fr Z ¢ _ O(f)w0 U Q m J Z � Z� L7o co co Lu Ll Z N ° M 03 d W N C) Q Q cli O ~ r J J ^ U Z J a � LU V WWW O Z x °° U 0co PyTH Op `r 9� Jimmy L. Taggart Uc. No. 22841 �4 01/09/23 lbw FrSIONAL �1yG c I zg W on W Q z Q 0 0 °C w Om 0� o V ) z a U co W 0 z 0 W m w a 0 0 z DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: � � OF 22 STORM SEWER 100 SERIES PROFILE 480, 480 STORM SEWER 300 SERIES PROFILE 112 475, 475 465, 465 MMIM 470, 470 460, 460 MMiMEME 465, wMIMMMEMMIl 465 455, 455 460 REQ 460 450,312 450 SANITARY SEWER MAIN445' 455 455 445 MENOMONEE WATERLINE 450, 450 440' -440 MENOMONEE 445, 445 435, 435 01�.11+69. 430, 440, 440 430 EIlAIIEEEEEM425, 435 435 425 430, 430 420 420 104 425, 415, 415 425 420, 410 410 420 ME 415, 405, 405 415 410 MEME , 410 400 400 405, 405 395 395 10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00 13+00 STORM SEWER 200 SERIES PROFILE 480 224 480 475, 475 WATERLINE 470, ,470 MlMIM 465, 465 STORM SEWER 206 TO 206-2 PROFILE F INV INA44 INV 30 455 460, 460 455 ME COMMON 455, 455 450, 450 450, 450 445 445 445, 440' 440 MEM 445 MOM MMIM 440, 440IMMEMMMMMl 435, 435 MEMO 435, lMlMME I �AMINOP-�d MEN ME !JIMMIED MIIIMMMMI 430, 430 MMlIMMEMEMM 435 204 430,MEMffMEMMMM 02 425, 425 Ill :425 06 430 EEMIKA 425, 420, 420 1425 420, 420 415, 415 415, 410, 410 �415 410, 410 405, 405 4051 405 400, 400 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 12+00 50 0 50 100 150 SCALE: 1 "=50' 1' 1 , • s1/ �-�■i�11-� �.i6T.1111-� �■iCi1.11-� • � ill � i --_-_-_-_-_-_-_�_ his\---------� 1 �--- -- �•ia•nivtri2i:�Y1dJCi� NO 1 �7-- Y MIME - - - • • mil ii3 ��G...4G=ii ----� III-/I� 1• � .:.C�L%�Ian.1 ,n 1 , , • -Ili -�------ 1• • 1 III U m o Z m w wrng ENO U >_ 0O Z cr) M J Y J Q �/� V J '^ O 0 ~ � W O ~ V! Q mw <� OU _x W frZ �_ O ( w U UQ J J Z Z a Q fr �R O V 0 Z a- N '^ v, LU aw rn Nan Q V) Q NO m ~ r- Q Q _J Z V Q U - >C)w =w�w � Z O O rn fr a 2 U PVTH Op Dr�� U � /7 y 9 Jimmy L. Taggart Lic. No. 01 22841 IV 01/09/2022.,�'w V J z z w Oa_ LL w (Z 0 w � Q z M w Ow Q Lu Uo 0 Oa O Ef I- LL DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: 170F 22 AND PIPE SCHEDULE STORM STRUCTURE U o Z _ N m o wm: N Q U = ' D Z fn �0 o STORM SEWER 218 TO 218 2 PROFILE Q ° a 460 Lu a O U Q STORM SEWER 108 TO 108-2 PROFILE 460 OZf o w 470 STORM SEWER 308 TO 308-2 PROFILE J J z 470 455 455 z 0 460 460 O j 465 108 465 WATERLINE 308 450 450 STA:10+00.00 108-2 455 STA:11+69.03 CROSSINGS (TYP.) = LL L Z N RIM:456.90 STA:10+29.39 455 RIM:450.28 308-2 (%� M M m a w N 460 INV IN:450.43 RIM:457.04 460 INV IN:443.46 STA:10+27.25 445 445 w N o N U N INV IN:450.43 INV OUT:451.60 450 INV IN:443.46 RIM:450.86 450 m ¢ Q � 0 INV OUT:450.33 INV OUT:443.36 NV OUT:444.44 rn Lu 455 455 440 440 Q Q U z J 6445 1' 445 Q O � i w w = w a r/) z 450 450 435 435 O 01 Oz 25' - 15" HDPE @ 3.97% 440 Q 23' - 15" HDPE @ 3.60% 440 445 WATERLINE 445 430 U CROSSINGS (TYP.) 435 430 435 440 440 = 425 425 430 430 N N (0 00 N N 00 nLn N oLn L �r v 10+00 11+00 10+00 10+00 STORM SEWER 210 TO 210-4 PROFILE STORM SEWER 106 TO 106-2 PROFILE 445 445 210 210-2 440 STA:10+00.00 STA:10+49.25 RIMA34.49 WATERLINE 460 106 RIM :430.41 INV INA25.86 CROSSINGS (TYP.) 440 106-2 460 INV IN:426.21 STA:10+00.00 INV IN:425.86 -INV OUT:426.11 RIM:453.58 STA:10+29.17 435 INV OUT:425.76 RIMA53.34 435 455 INV INA38.33 NV IN:437.89 NV OUT:441.82 455 210-4 INV OUT:437.79 430 STA:10+59.65 430 RIM:429.44 450 / 450 2.3 INV OUT:426.29 425 1.6' 425 445 ALL FILL AREAS TO / 445 EET 95% COMPACTION / 420 6' - 15" HDPE @ 0.81 J 45' - 15"HDPE @ 0.51% 420 440 REQUIREMENT (TYP.) 440 SANITARY SEWER MAIN 25' - 15" HDPE @ 11.96% CROSSING(TYP.) 415 415 435 435 0) C14 PLTx op GfP� CD o//'��� r- M d V // / v / // Jimmy L. Taggart 10+00 11+00 Lic. No. A,p 10+00 22841 �W4 °F 01 /09/2022 1$ '*"TONAL E STORM SEWER 306 TO 306-2 PROFILE 455 WATERLINE 306-2 455 STORM SEWER 212 TO 212-2 PROFILE Z z W CROSSINGS (TYP.) STA:11+19.57 445 J 450 306 RIM:447.13 450 445 STA:11+14.69 INVOUT:439.47 O LL RIM:446.52 445 NV IN:438.63 440 440 LLJ INV INA38.63 445 (� `J 440 INV OUT:438.53 2.4' 435 435 z IIr "0 LLJ Q 435 22' - 15" HDPE @ 3.25% 430 430 O w 435 0 U) 430 425 425 V Q 430 Q IZ 420 0 O O 425 425 420 N N V 10+00 10+00 50 0 50 100 150 HORIZONTAL SCALE: 1 "=50' 218 STA:14+22.72 RIM:444.73 INV IN:436.78 INV IN:436.78 INV OUT:436.68 WATERLINE CROSSINGS (TYP.) 218-2 STA:14+37.79 RIM:445.64 INV OUT:438.59 27'-15"HDPE@5.91% � r` r` � N � v 212 212-2 STA:10+00.00 STA:10+30.57 RIM:435.72 RIM:436.30 INV IN:427.75 INV OUT:428.65 INV IN: 427.75 INV OUT:427.65 27' - 15" HDPE @ 2.96% WATERLINE CROSSINGS (TYP.) N M � o0 tom+) 7 Structure Table Structure Name Details RIM = 464.64 SUMP = 455.13 112 INV OUT = 455.13 RIM = 463.84 SUMP = 454.33 110 INV IN = 454.43 INV OUT = 454.33 RIM = 458.14 SUMP = 451.20 222 INV IN = 451.30 INV OUT = 451.20 RIM = 457.60 SUMP = 452.69 224 INV OUT = 452.69 RIM = 457.04 SUMP = 451.60 108-2 INV OUT = 451.60 RIM = 456.90 SUMP = 450.33 108 INV IN = 450.43 INV IN = 450.43 INV OUT = 450.33 RIM = 454.80 SUMP = 448.77 312 INV OUT = 448.77 RIM = 454.06 SUMP = 448.53 310 INV IN = 448.63 INV OUT = 448.53 RIM = 453.58 SUMP = 437.79 INV IN = 438.33 106 INV IN = 437.89 INV OUT = 437.79 RIM = 453.54 SUMP = 444.48 220 INV IN = 444.58 INV OUT = 444.48 RIM = 453.34 SUMP = 441.82 106-2 INV OUT = 441.82 RIM = 450.86 SUMP = 444.44 308-2 INV OUT = 444.44 RIM = 450.28 SUMP = 443.36 308 INV IN = 443.46 INV IN = 443.46 INV OUT = 443.36 RIM = 447.13 SUMP = 439.47 306-2 INV OUT = 439.47 RIM = 446.52 SUMP = 438.53 INV IN = 438.63 306 INV IN = 438.63 INV OUT = 438.53 RIM = 445.64 SUMP = 438.59 218 2 INV OUT = 438.59 RIM = 445.13 SUMP = 434.51 304 INV IN = 434.61 INV OUT = 434.51 RIM = 444.73 SUMP = 436.68 218 INV IN = 436.78 INV IN = 436.78 INV OUT = 436.68 RIM = 441.68 SUMP = 431.54 302 INV IN = 431.64 INV OUT = 431.54 RIM = 439.84 SUMP = 431.60 216 INV IN = 431.70 INV OUT = 431.60 RIM = 438.35 SUMP = 431.30 214 INV IN = 431.40 INV OUT = 431.30 RIM = 436.30 SUMP = 428.65 212 2 INV OUT = 428.65 RIM = 436.14 SUMP = 429.07 206-2 INV OUT = 429.07 RIM = 435.72 SUMP = 427.65 INV IN = 427.75 212 INV IN = 427.75 INV OUT = 427.65 RIM = 435.21 SUMP = 424.12 208 INV IN = 424.22 INV OUT = 424.12 RIM = 434.49 SUMP = 425.76 INV IN = 425.86 210 INV IN = 425.86 INV OUT = 425.76 RIM = 434.04 SUMP = 422.84 INV IN = 422.94 104 INV IN = 422.94 INV OUT = 422.84 RIM = 433.00 SUMP = 421.03 INV IN = 421.52 206 INV IN = 421.13 INV OUT = 421.03 RIM = 430.41 SUMP = 426.11 210-2 INV IN = 426.21 INV OUT = 426.11 RIM = 430.08 SUMP = 419.54 202 INV IN = 419.64 INV OUT = 419.54 RIM = 429.44 SUMP = 426.29 210-4 INV OUT = 426.29 RIM=426.51 SUMP=419.15 102 INV IN = 419.25 INV IN = 419.90 INV OUT = 419.15 RIM = 425.06 SUMP = 420.43 204 INV IN = 420.93 INV OUT = 420.43 RIM = 424.84 SUMP = 419.00 100 INV IN = 419.00 Pipe Table NAME SIZE LENGTH SLOPE MATERIAL 101 24" 29.67' 0.50% HDPE 106-1 15" 29.17' 11.96% HDPE 109 15" 184.28' 2.12% HDPE 107 15" 86.01' 14.46% HDPE 223 15" 29.29' 4.74% HDPE 221 15" 56.03' 11.81% HDPE 219 15" 93.73' 8.21% HDPE 217 15" 63.87' 7.80% HDPE 213 15" 39.76' 8.92% HDPE 211 18" 28.47' 6.28% HDPE 205 18" 22.67' 0.44% HDPE 203 24" 156.92' 0.50% HDPE 105 15" 99.02' 15.00% HDPE 311 15" 28.75' 0.50% HDPE 309 15" 66.88' 7.58% HDPE 306-1 15" 25.70' 3.25% HDPE 305 15" 26.11' 15.00% HDPE 303 15" 25.23' 11.38% HDPE 301 15" 63.36' 13.58% HDPE 206-1 15" 50.31' 15.00% HDPE 207 18" 25.42' 11.75% HDPE 209 18" 19.05' 8.07% HDPE 201 24" 29.09' 1.00% HDPE 111 15" 30.31' 2.29% HDPE 108-1 15" 29.39' 3.97% HDPE 215 15" 37.21' 0.53% HDPE 218-1 15" 30.61' 5.91% HDPE 212-1 15" 30.57' 2.96% HDPE 210-3 15" 10.40' 0.81% HDPE 210-1 15" 49.25' 0.51% HDPE 103 15" 19.60' 15.00% HDPE 307 15" 54.34' 8.70% HDPE 308-1 15" 27.25' 3.60% HDPE Z O a U w 0 z O w m m w Q 0 O z DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: 180F 22 Storm Sewer Summary Report Page 1 Lira Line ID Flow Line Line Line Invert Invert Line HGL HGL Minor HGL Dns Junction No. rate Sire shape length EL Do EL Up Slope Doom Up loos Junct Line Type (clis) (in) (it) (ft) (R) N (ft) (fit) (ft) (R) No. 1 101 7.82 24 Cir 29.667 419.00 419.15 0.506 422.52' 422.55' 0.10 422.65 End Manhole 2 103 4.61 15 Cir 19,603 419.90 422.84 14.998 422.65 423.71 rVa 423.711 1 Manhole 3 105 2.92 15 Cir 99.016 422.94 437.79 14.998 423.71 438.48 nfe 435.48 j 2 Curb- 4 107 2.19 15 Cir 86.000 437.89 450.33 14.464 438.48 450.92 We. 450.92 3 Curt- 5 109 0.46 15 Cir 184.278 450,43 454.33 2.116 450.92 454.59 Na 454.59 j 4 Cum- 6 111 0.43 15 Cir 30.312 454.43 455.13 2.309 454.60 455.39 We 455.39 5 Curb- 7 201 3.26 24 Cir 29.093 419.25 419.54 0.997 422.85' 422.65' 0.01 422.67 1 Manhole 8 203 3.46 24 Cir 156.924 419.64 420.43 0.503 422.6T 422.70' 0.02 422.72 7 Manhole 9 205 3.48 18 Cir 22.866 420.93 421.03 0.441 422.72' 422.74' 0.09 422.83 8 Curb- 10 207 3.54 18 Cir 26.420 421.13 424.12 11.762 422.83 424.84 rVe 424.84 j 9 Curb- 11 209 2.90 18 Cir 19.055 42422 425.76 8.082 424.84 426.41 0.28 426.41 10 Manhole 12 211 2.49 18 Or 28.474 425.86 427.65 6.286 426Al 428.25 0.32 428.25 11 Curb- 13 213 1.89 15 Cir 39.765 427.75 431.30 8.927 428.25 431.85 rVa 431.85 12 Curb- 14 216 1.60 15 Cir 39.784 431.40 431.60 0.503 431.89 432.10 Na 432,10 13 Curb- 15 217 1.64 15 Cir 59.522 431.70 436.68 8.367 432.10 437.19 rVa 437,19 14 Curb- 16 219 1.17 15 Cir 93.733 436.78 444.48 8.215 437,19 444.91 n/e 444.91 15 Curb, 17 221 1.11 15 Cir 56.034 444.58 451.20 11.814 444.91 451.61 rds 451.61 16 Curt- 18 223 0A7 15 Cir 29.292 451.30 452.69 4.745 451.61 452.96 We 452.96 j 17 Curb. 19 301 2A3 13 Cir 63.355 422,94 431.54 13.574 423.71 432.12 nfe 432.12j 2 Curb- 20 303 2.02 15 Cir 25.228 431.64 434.51 11.376 432.12 435.08 We 435.08 19 Curb- 21 305 1.91 15 Cir 26.108 434.61 438.53 15.014 435.08 439.08 0.26 439.08 20 Curb- 22 307 1.37 15 Cir 54.337 438.63 443.36 8.705 439.00 443.82 0.24 443.82 21 Curb- 23 309 0.78 15 Cir 66.876 443.46 448.53 7.581 443.82 448.88 rVa 448.88 j 22 Curb- 24 311 0.44 15 Cir 28.746 448.63 448.77 0.487 448.88 449.03 rVa 449.03 23 Curb- Project File: Stone Sewer 01_0523_Iteretion_7 stm Number of lines: 33 Run Date: 1/5/2028 NOTES: Realm period = 10 Yrs. ;'Surcharged (HGL above crown). ; j - L'ere contains hyd. jump. Storm Sewer Summary Report &olm $OYe1r VL@aW Page 2 Lire Line ID Flow Line Line Una Invert Invert Lira HGL HGL Minor HGL Dm Junction No. rate Size shape length EL Do EL Up Slope Down Up loss Junct Line Type We) (in) (lt) (ft) (ft) N (R) (it) (it) (it) No. 25 106-1 0.64 75 Or 29.172 438.33 441.82 11.964 438.48 442.13 We 442.13 3 Curb- 26 108.1 1.42 15 Cir 29.391 450.43 451.60 3.981 450.92 452.07 nm 452.07j 4 Curb- 27 2064 0.13 15 Cir 50.314 42152 429.07 15.006 422.83 429.21 Ne 429.211 9 Curb. 28 210-1 0.51 15 Cir 49,254 425.86 426.11 0.508 426.41 426.39 0.14 426.39 11 Grate 29 2103 0.11 15 Cir 10.397 426.21 426.29 0.770 426.39 426.42 n1a 426.421 28 Curb- 30 212-1 0.55 i5 Cir 30.570 427.75 428.65 2.944 428.25 428.94 rds 428.941 12 Curb- 31 218.1 0.41 15 Or 30.610 436.78 438.59 5.913 437.19 438.84 rim 438.841 15 Curb- 32 306-1 0.34 15 Cif 25.695 438.63 439.47 3.269 439.08 439.70 n/e 439.701 21 Curb- 33 308-1 0.34 15 Clr 27.247 443.46 444.44 3.597 443.82 444.67 life 444.67j 22 Curb- Project File: Storm Severer(ll_05_23_Iteration_2.stm Number of lines: 33 Run Date: 1/5/2023 NOTES: Return period =10 Yre. ;'Surcharged (HGL above crown). ; j - Line wnains hyd. jump. swim avA.n vzms.00 Storm Sewer Tabulation Pegs 1 Station Len Ding Area RnoD Am x C To Rain Total Cap Vol Pipe Invert Elev HGL Elev Gmd / Rim Elm, Lana ID coeR Iner Total Inlet Stat (Q Sow full Line To Incr Total Size Slope Do Up Din Up Dr, Up Lino (ft) (ee) (ee) (C) (min) (min) (Inthr) (eft) (cp) (file) (in) M (it) (ft) (it) (It) (it) VQ 1 End 29.667 0.00 2.92 0.00 0.00 1.78 6.0 16.4 4.4 7.82 17.42 2.49 24 0.51 419.00 419.15 422.52 422.66 424.84 426.51 101 2 1 19.603 0.00 1.47 0.00 0.00 1.05 5.0 15.3 4.4 4.61 27.09 4.41 15 15.00 419.90 422.84 422.66 423.71 426.61 434.04 103 3 2 99.016 0.10 0.90 0.75 0.08 0.65 5.0 14.8 4.5 2.92 27.09 3.96 15 15.00 422.94 437.79 423.71 438.48 434.D4 453.58 105 4 3 86.008 0.25 0.67 0.75 0.19 0.48 5.0 14.2 4.6 2.19 25.61 3.86 15 14.46 437.89 450.33 438.48 450.92 453.58 456.90 107 5 4 184.278 0.02 0.13 0.45 0.01 0.08 5.0 6.4 6.1 0.46 10.18 1.73 15 2.12 450.43 454.33 450.92 454.59 456.90 463.80 109 6 5 30.312 0.11 0.11 0.60 0.07 0.07 5.0 5.0 6.5 0.43 10.63 3.32 15 2.31 454.43 455.13 454.60 455.39 463.80 464.35 Ill 7 1 29.093 0.00 1.45 0.00 0.00 0.73 5.0 14.9 4.5 3.26 24.46 1.04 24 1.00 419.25 419.54 422.65 422.65 426.51 430.05 201 8 7 156.924 0.00 1.45 0.00 0.00 0.73 5.0 13.0 4.7 3.46 17.39 1.10 24 0.50 419.64 420.43 422.67 422.70 430.08 425.D6 203 9 8 22.665 0.02 1.45 1.00 0.02 0.73 5.0 12.9 4.8 3.46 7.56 1.97 18 0.44 420.93 421.03 422.72 422.74 425.06 433.00 205 10 9 25.420 0.37 1.41 0.35 0.13 0.69 5.0 10.7 5.1 3.54 39.02 3.12 18 11.76 421.13 424.12 422.83 424.84 433.00 435.21 207 11 10 19.055 0.00 1.04 0.00 0.00 0.56 5.0 10.5 5.2 2.90 32.34 L10 18 8.08 424.22 425.76 424.84 426.41 435.21 434A9 209 12 11 28.474 0.06 0.94 0.60 0.04 0.48 5.0 10.2 5.2 2.49 28.52 4.04 18 6.29 425.86 427.65 426.41 428.25 434.19 435.39 211 13 12 39,766 0.10 0.76 0.60 0.06 0.36 5.0 9.9 5.3 1.89 20.90 3.91 15 8.93 427.75 431.30 428.25 431.85 435.39 437.69 213 14 13 39.764 0.09 0.66 0.00 0.00 0.30 5.0 9.4 5.4 1.60 4.96 3,54 15 0.50 431.40 431.60 431.89 432.10 437.69 438.73 215 15 14 59.522 0.09 0.57 0.40 o.D4 0.30 5.0 8.8 5.5 1.64 20.23 4.17 15 8.37 431.70 436.68 432.10 437.19 438.73 444.22 217 16 15 93.733 0.06 0.39 0.30 0.02 0.20 5.0 7.3 5.9 1.17 20.05 3.26 15 8.21 436.78 444.48 437.19 444.91 444.22 453.54 219 17 16 56.034 0.24 0.33 0.46 0.11 0.18 5.0 6.3 6.2 1.11 24.05 3.74 15 11.81 444.58 451.20 444.91 451.61 453.64 458.61 221 18 17 29.292 0.09 0.09 0.80 0.07 0.07 5.0 5.0 6.5 0.47 15.24 2.20 15 4.75 461.30 452.69 451.61 452.96 458.61 457.59 223 19 2 63.356 0.08 0,57 0.30 0.02 0.39 5.0 9.2 6.4 2.13 25.77 3.25 15 13.57 422.94 431.54 423.71 432.12 434.D4 441.68 301 20 19 25.228 0.03 0.49 0.80 0.02 0.37 5.0 9.0 5.5 2.02 23.59 4.19 15 11.38 431.64 434.51 432.12 435.08 44113 445.11 303 21 20 26.100 0.07 0.46 0.75 0.05 0.35 5.0 8.7 5.5 1.91 27.11 4.13 15 15.01 434.61 438.53 435.08 439.08 445A I 446.36 305 22 21 54.337 0.08 0.32 0.75 0.06 0.24 5.0 8.0 5.7 1.37 20.64 3.38 15 8.70 438.63 443.36 438.08 443.82 446.36 450.13 307 Pro1em File: Storm Sewer Ol_05_23_Itemtion_2.stm Number of lines: 33 Run Date: 1/5/2023 NOTES:Intensity=49.49/(Inlet tune +9.85)A 0.75; Realm period=Yre. 10 c=cir a=ellip b=box Storm Sewer Tabulation seam sewn ama.0a Poo 2 Statlm Len Drug Am Imo f Ame x C To Rain Total Cap Vol Pipe Invert Elm, HGL Elm, Grind / R1m Elev Line ID [nor Total coeR Ina TOW Inlet SYa! (1) Row full Line To Size Slaps On Up Din Up Din Up LIM (R) (so) (era (C) (min) (min) (Inthr) lots) lots) (file) (In) M lR) (to (R) (it) (ft) (ft) 23 22 66.876 0.08 0.17 0.75 0.06 0.13 6.0 6.3 6.1 0.78 19.26 2.74 15 7.58 443.46 448.53 443.82 448.88 450.13 454.01 309 24 23 28.746 0.09 0.09 0.75 0.07 0.07 5.0 5.0 6.5 0.44 4.88 2.44 15 0.49 448.63 448.77 448.88 449.03 464.01 464.64 311 25 3 29.172 0.13 0.13 0.75 0.10 0.10 5.0 6.0 6.5 0.64 24.20 6.30 15 11.96 438.33 441.82 438.48 442.13 453.58 453.34 106-1 26 4 29,391 0.29 0.29 0.75 022 0.22 5.0 5.0 6.5 1.42 13.96 3.27 15 3.98 450.43 451.60 450.92 452.07 456.90 457.04 108-1 27 9 50.314 0.02 0.02 1.00 0.02 0.02 5.0 5.0 6.5 0.13 27.10 0.93 15 15.01 421.52 429.07 422.83 429.21 433.00 436.14 206-1 26 11 49.254 0.08 0.10 0.85 0.07 0.09 5.0 6.9 6.0 0.51 4.98 1.76 15 0.51 428.86 426.11 426.41 426.39 434.19 430.41 210A 29 28 10.397 0.02 0.02 0.85 0.02 0.02 5.0 5.0 6.5 0.11 6.14 1.36 15 0.77 426.21 426.29 426.39 426.42 430.41 429.44 2103 30 12 30.570 0.12 0.12 0.70 0.08 0.08 5.0 5.0 6.6 0.56 12.00 1.82 15 2.94 427.75 428.65 428.25 428.94 435.39 435.90 212-1 31 15 30.610 0.09 0.09 0.70 0.06 0.06 5.0 5.0 6.5 0.41 17.01 1.78 15 5.91 436.78 438.59 437.19 438.84 44422 445.29 218.1 32 21 25.696 0.07 0.07 0.75 0.05 0.05 5.0 5.0 6.5 0.34 12.65 1.56 15 3.27 438.63 439.47 439.08 439.70 446.36 446.96 306-1 33 22 27.247 0.07 0.07 0.75 0.05 0.05 5.0 5.0 6.5 0.34 13.27 1.71 15 3.60 443.46 444.44 443.82 444.67 450.13 450.70 308-1 Project File: Stone Sewer Ol_05_23_Iteration_2.stm Number of lines: 33 Run Date: 1/5/2023 NOTES:Intensity=49A9/(Inlet time+9.85)A 0.75; Return period=Yre. 10 c=cir a=ellip b=box Stem sworn 4ma w Inlet Report Paget 81am Brown JlR9.W Line Inlet ID q= Q Q Q Jux Curt Inlet Grote inlet Gutter Inlet Byp No CIA tarty rapt Byp Type Line Ht L Am L W So W SW Sir n Depth Spread Dep Inlet Report Page stamawenv2aza.00 Llna Inlet ID q � Q q q Jurc Curt Inlet Grab Inlet Gallon Inlet gyp No CIA arty rapt Byp Type Line Hl L Area L W So W Sell S: n Depth Sp So rn g N O U) U z U) O Z a<U)i� O O 2� WI� O OD F- � L < -i y C.- M I `d U � Z ¢ _ OU w0 W UQ m J Z Z U (n I'T'I LLI LL Z_ hyl N O > O C.- LU 0 d Wco LLi N r0 Q Q NO J � J U Z J } 0 � V = W W W O4 7nr-Z �I d 0moo 0)Ir C_ Q 2 Uco p `r`�'Gt(:D 9ggart.w7u43 Gti1sE� Cf) z zz o Og J Q Q 75 z v OQ LL � w 0 � Uo U) O0 2 o w O o� Z O a 0= U co W (n Z O W r m W H Q O Z DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: � � OF 22 T /UGTUG / \ \/ �. ✓� --�— / 1 _ \ �- - ' �, / UGT U i / UGGT T uGT IGT UGT UGT o ME utlUGT UGT UGT UGT \— UGT / / \ RIO RO% D E o R 470 pN s — ' 1-GT OH— =� OH OH r \ ,ADO — OH H OH OH OH W ,� - H 0` \ i— UP OH OFF - - I / ... _i � :. ,. ..t •' v.' :' .' v>' O OH H r; OH H OH pH -� H O •' GWAX3 s•` v , •y v. °77 ° • — I\ _ [201SETBACK FOM ROA , — — \jam _ 20' SETBACK 11-AIPL \ I1 r 3 4 _5 6 7\ 8 9 10 11 12 13 14 H'^�I �HI1' \ \ wll VJ V) (n \ \LoI o0 /up Z; EX. \ V + — 7' BUILDING r BA r PUBLIC RCAD'B'— \ \\ \ 23+20 \ 23+00 w w w w w22+00—w� w w w w \ w 21+00—w w w 20 oa 3-QP w 3 \ / �w w w 2-AR \ / n n a w _ 3 o — I / f — \— — -- — 21`\\20\ \19 18 1`7 16�I Y Io 222 N 25 24 m co 2-QPco w W _ -- \• r \ _ SETB Lb — — 25' / I 1A EX. SHED V \ BTL / o i _ / = _ UP O ,{f GW f / p7° 1-GT . \. I ALLEY 27+00 / \ \ 5 25 'BTL , 8'FSETBAC a Im I � 26 I 217 I 2� / 29 / 30 31 =ico " mALLI L I I I ° I y O \I I \ I 1- R III / 3 I3 Q I 31 I 37 `36 0 39 I mmmillom WL =1 J- I 25+ 0� / w 26+00—w w wl M 3 V. Q, / 32 33 3.3-AR / y p 3 / • // //-QP a E O a/ y W'�TI Q-UP a_ 3 Lu \ Z � w � a_ LL 2-UP a / �l 9 3_QP LEGEND ALLEE LACEBARK ELM i WILLOW OAK I SKYLINE THORNLESS HONEYLOCUST BRANDYWINE RED MAPLE 20 0 20 40 60 SCALE: 1 `20' 2-OP j MATCHLINE - SEE SHEET 21 $o rn 0 ENO U d-' O Z u J m J z aaa,i5 Oro �I g3:WO zK¢ rrW OU <° ¢ O� fr ¢ _ OU U w0 Q J Z m � Z U O co > co Lu LL Z N d W co rn LLi N Lo Q Q O J (o W r ^ z J U Z J a }�ln't =Wco Ww �z O arnfra U z O a U Lu W 0 z O W 0C CD W a 0 0 z PyTH Op `r \� Jimmy L. Taggart Lic. No. 22841 �4 01/09/23 lbw FrS10NAL �1yG V ) zz 0 gLL z 0 5 z a- O� Q Q C.)o U) U z OIr Q m DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: 2 O OF 22 co I 35� r 2-QP MATCHLINE - SEE SHEET 20 N m 37 36� -25 I r Lu cl)39 38 BTL / i 3 2-UP o a s 3-UP _ .j. 0 Tiv1P 61—171 O k / / 3 ; p w ; �O i �5 N/F STRUMLAUF, PU CGF STL LN OR SONIA FOX OB 672 PG 165 w I RESIDENTIAL 16+ 6+00 ` ZONING: R4 I/ 1.90 ACRES r O .. ;, .: O .2-UP 1a, 18P K \ / a /a \ 25 2-UP = � \ m r, / TMP 61— 67C 2-UP \\ \\ N/ WE HOM S D ET L OB 1681 PG 174 VAC NT \ 42 5.73 ACR S _ m � 41 1 \ ALBEMARLE COUNTY GIS \ \ STEEP SLOPE AREA BUIL&NG \ � I i ® CISTERN O-- \ PROPOSED PROJECT TREE O \ PRESERVATION AREA O ® x� / I TMP 61-170 / EX Ex. N/F CHARLOTTESVILLE SOCCER BASKETBALL / WALDORF SCHOOL INC / FIELO- / / COURT / o DB 4202 PG 453 / ELEMENTARY SCHOOL ZONING: R4 13.87 ACRES / / \ LEGEND a ALLEE LACEBARK ELM WILLOW OAK SKYLINE THORNLESS HONEYLOCUST BRANDYWINE RED MAPLE 20 0 20 40 60 SCALE: 1 "=20' m 7wu O 11�'71 MN �Q= U W O Z J m J � z aaa5i: O(o �I g�w0 zK¢ �w <° ¢ p�frZ a_ _ ¢ UU U WU J Z m � Z U fr O V U) Lu x w Z N d w co(0 rn N \n a (0Lur- J W f) ^ z J Q 0 U Z J a LU V =www U z O O Mfra_ U z O a U co w 0 m z O w Ir w a 0 O z ���PyTH 0 Gt 9� Jimmy L. Taggart Lic. No. 22841 �4 01/09/23 lbw FSSIONAL '&' G U) zz 0 g z w a_ 75 Q z_ LLI O Q U U) Q O Q Ir rr DATE: 09 JAN 23 SCALE: AS SHOWN JOB: 18.0025 SDP: SHEET: 2 I DRIP LINE PROTECTIVE DEVICE A MAXIMUM LIMITS OF CLEARING AND GRADING A PROPOSED GRADING \ " All " ,,sta� " as nfr /001 MIN. 5' worms WHERE DRIPLINE IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 TP TREE PROTECTION NO SCALE REINFORCED RUBBEI HOSE, ARBOR TAPE, NYLON WEBBING Plate 3.38-1 'RUNE DEAD OR DAMAGED 3RANCHES. DO NOT PRUNE ,ENTRAL LEADER. ZEINFORCED RUBBER HOSE, \RBOR TAPE, OR NYLON WEBBING 2X2 HARDWOOD STAKE PLACE TOP OF ROOT BALL SLIGHTLY ABOVE GRADE. SHREDDED HARDWOOD MULCH (MIN. 4" DEPTH (DO NOT MULCH AGAINST TRUNK OF TREE) EARTH BERM AROUND BED REMOVE STRINGS, WIRE, BURLAP FROM TOP 1/3 OF BALL ON UNDISTURBED SOIL DECIDUOUS TREE PLANTING DETAIL GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 10. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. VDOT NOTES: 1. STREET TREES PROVIDED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS LEGEND p ALLEE LACEBARK ELM Cotmdv' of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp 111-294-111-297 for complete specifications) I. The following items shall be shown on the plan: U Trees to be saved: ® Limits of clearing (outside dripline of trees to be saved): ® Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; EI Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with prim or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: U Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauipment Operation and Storage: E3 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of tees to be saved. 5. Soil Erosion and Storm%ater Detention Devices: W Such devices shall not adversely affect bees to be saved. 6. Fires: 0 Fires are not permilled within 100 feel of the dripline of trees to be saved. 7. Tonic Materials: ® Toxic materials shall not be stoned within 100 feet of the dripline of trees to be saved. S. Protective Fencine: ® hoes to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: la When the ground level must be raised within the dripline of tree to be saved, a tree well shall be provided and a construction derail submitted for approval. 10. Tree Walls: 0 When the ground level most be lowered within the dripline a tree to be saved, a mee wall shell be provided: and a construction detail submitted for approval. 11. Trenehine and TunneHpe: ® When trenching is required within the limits of clearing. it shall be done as faraway from the banks of from as possible. Tunneling under a large bee shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder mots. 12. Cleanup: I3 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged ices shall be [mated immediately bypri ning, fertilization mother methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 STREET TREE REQUIREMENTS ® 1 TREE / 50 LINEAR FEET FRONTAGE PUBLIC ROAD A 449 LINEAR FEET OF FRONTAGE / 50 = 8.9 * 2 = 18 TREE REQUIRED 18 TREES PROVIDED WILLOW OAK PUBLIC ROAD B 240 LINEAR FEET OF FRONTAGE / 50 = 4.8 * 2 = 10 TREE REQUIRED 10 TREES PROVIDED SKYLINE THORNLESS HONEYLOCUST BRANDYWINE RED MAPLE TREE CANOPY REQUIREMENTS 20% TREE CANOPY REQUIRED TOTAL SITE AREA = 4.36 AC (189,829 SF) OPEN SPACE = 0.39 AC (16988.4 SF) NET SITE AREA = 3.97 AC (172,933.2 SF) TREE CANOPY REQUIRED = 31,025 SF (20%) TREE SAVE AREA = 5,519 SF (4,415 SF * 1.25) PROPOSED TREE CANOPY = 25,754 SF (16.6%) TOTAL TREE CANOPY PROVIDED = 31,273 SF (20.0%) PLANT SCHEDULE KEY QNTY. BOTANICAL NAME COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE I AREA (SF) I TOTAL (SF) Canopy Tree AR 12 Acer rubrum "Brandywine" BRANDYWINE RED MAPLE 2.5" Cal. B&B 452 5424 GT 16 Gleditsia triacanthos inermis "Skyline" SKYLINE THORNLESS HONEYLOCUST 2.5" Cal. B&B 481 7696 QP 14 Quercus phellos WILLOW OAK 2.5" Cal. B&B 419 5866 UP 16 Ulmus parvifolia "Allee" ALLEE LACEBARK ELM 2.5" Cal. B&B 423 6768 TOTAL 25,754 So rn 0 N O �Qi U dwD z U) J m O z QQU� Oto M3:w0 I z03i �w a°� O U rr ¢ _ OU w0 U z m J � zf O j V co to Lu M'1"I LL Z Fie N rr M m d w Lij N to QU Uao _1 (0 W r` LC J l A ^ U Z J a =wINt wW O aU) z an O a, U) 2 U (:D `rgartwcv4G1�� (n J C J Z Lu zg O06 W W Q O 75 z z z Oo Uo W OQ 0 < p� U U) CQ J z 0 a U U w rn z O w m r m w a 0 0 z DATE: 09 JAN 23 SCALE: N/A JOB: 18.0025 SDP: SHEET: 2