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HomeMy WebLinkAboutSUB201700090 Plan - Approved Road Plan and Comps. 2018-07-12EXIST LEGEND NEW DESCRIPTION INTERVAL CONTOUR x 125 TC TOP OF CURB ELEVATION >; x 125- SPOT ELEVATION -' x 125 TW TOP OF WALL ELEVATION SEWER LINE x 12 BW BOTTOM OF WALL ELEVATION -+- -. - WATER LINE BENCHMARK --- SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT - WATER EASEMENT _.............._... ACCESS EASEMENT - STORM DRAINAGE EASEMENT - - - - - CONSERVATION EASEMENT ,....,.....,- TREE LINE __, ...,.....,,.... FENCE STREAM 12 - INTERVAL CONTOUR STORM SEWER oo INDEX CONTOUR ;....: ROOF DRAIN STANDARD 6" CURB .... , CG -6 SEWER LINE _..................... _. .......:.......: .._.. -+- -. - WATER LINE ,,.;.....< .......:,;..... ---�-- C7 GAS LINE ,,,,....... ,,,.......... - «�-- OVERHEAD ELECTRIC WIRE ,,.......,,.,.....,�..... ---- RIPRAP UNDERGROUND ELECTRIC ,.;......:......,:,.... _-« -u- OVERHEAD TELEPHONE LINE ,::-,......,.:........,,;..... _-�,-�r_ UNDERGROUND TELEPHONE LINE C 13 EC -2 MATTING EC -3 MATTING PROPERTY LINE ,...,; ..::.$ - - ADJACENT PROPERTY LINE PARKING COUNT __a______ VACATED PROPERTY LINE C 16 HANDICAP ACCESSIBLE AISLE BUILDING SETBACK CG -12 -�=-. DRAIN INLET (DI) HANDICAP PARKING 0 0 SANITARY MANHOLE NOTE: C PLUG OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ® WATER VALVE & BOX FIRE HYDRANT WATER METER �-� LIGHT POLE .... # UTILITY POLE --- SANITARY EASEMENT GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT - WATER EASEMENT _.............._... ACCESS EASEMENT - STORM DRAINAGE EASEMENT - - - - - CONSERVATION EASEMENT ,....,.....,- TREE LINE __, ...,.....,,.... FENCE STREAM ROAD FLAN5 f OR 5FARROW HILL TAX MAP 5G PARCEL5 2GA2 * 5UE3 20 17-0009# •i' VDOT NOTES VDOT'S LAND DEVELOPMENT SOUTH STAFF (540-967-3715 OR 540-967--3716 SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY ANTICIPATED ROAD/SHOULDER CLOSURES", "THE PERMITTEE OR HIS OR HER DESIGNEE SHALL REPORT ALL WORK ZONES IN THE VDOT RIGHT OF WAY ON A DAILY BASIS AT SET UP AND TAKE DOWN TO VDOT'S SMART TRAFFIC CENTER (540-332-9500)", "COPIES OF ALL INDEPENDENT TESTING REPORTS TO BE SUBMITTED TO VDOT FOR VERIFICATION", "A MINIMUM 48 HOURS ADVANCE NOTIFICATION OF A PROOF ROLL OF BOTH THE SUBGRADE AND STONE BASE IS REQUIRED BY VDOT.""ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACE AND WITHIN CLEAR ZONE, AT THE CONCLUSION OF EACH WORKDAY, SHALL BE BACKFILLED TO FORM AN APPROXIMATE 6:1 WEDGE, AGAINST THE EXISTING PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC." And that "TRAFFIC SHALL BE MAINTAINED DURING CONSTRUCTION OF THE TIE-IN AND MILL OF THE ADJACENT TRAVEL LAN ES. ""WATER LINES, SEWER LINES, ETC. CROSSING FUTURE VDOT MAINTAINED ROADS HAVE TO BE SLEEVED WITH DUCTILE IRON PIPE "TWO (2) TIMES DIAMETER OF THE UTILITY LINE)." And "A VIDEO (3 ELECTRONIC COPIES TO VDOT) OF ALL STORMWATER SYSTEMS CARRYING VDOT RUNOFF OR RUNOFF UNDER A FUTURE STATE ROAD IS REQUIRED TO BE SUBMITTED TO VDOT FOR REVIEW AND APPROVAL PRIOR TO PAVING OPERATIONS. GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE: ARE BASED ON INFORMATION AND DATA FURNISHED TO TETE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER, THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S XPENSE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF-SITE WORK. 5. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 7. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND LABORATORY REPORTS, THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. 8. ALL BARE AREAS SHALL BE SCARIFIED, LIMED, FERTILIZED, SEEDED AND MULCHED. 9. ALL TREES, SAPLINGS, BRUSH, ETC, SHALL BE REMOVED FROM WITHIN THE RIGHT OF WAY AND THE DRAINAGE EASEMENTS. GENEIMAGE PROVIDED BY GOOGLE MAPS RAL 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 STA131LIZATION 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 -1-0 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 PRECONSTRUCTIO:N MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL RIPE INSTALLATION. SCALE: 1 "'=2,000' t A C I 12 - INTERVAL CONTOUR - oo INDEX CONTOUR ;....: CG -2 STANDARD 6" CURB .... , CG -6 COMBINATION 6" CURB & _..................... GUTTER CG - GRADING AND UTILITY PLAN C7 CONCRETE PAVEMENT f - GRADING AND UTILITY PLAN C8 SIDEWALK C9 RIPRAP C 10 - ROAD A PLAN AND PROI`I LE C 1 I ASPHALT C 12 GRASS C 13 EC -2 MATTING EC -3 MATTING 5.. ....;: ,...,; ..::.$ WETLAND o io PARKING COUNT C 15 CROSSWALK C 16 HANDICAP ACCESSIBLE AISLE C 17 CG -12 -�=-. HANDICAP PARKING C 19 - STORM PROFILES AND DETAILS NOTE: - DRAINAGE PLAN AND DETAILS 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ROAD FLAN5 f OR 5FARROW HILL TAX MAP 5G PARCEL5 2GA2 * 5UE3 20 17-0009# •i' VDOT NOTES VDOT'S LAND DEVELOPMENT SOUTH STAFF (540-967-3715 OR 540-967--3716 SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY ANTICIPATED ROAD/SHOULDER CLOSURES", "THE PERMITTEE OR HIS OR HER DESIGNEE SHALL REPORT ALL WORK ZONES IN THE VDOT RIGHT OF WAY ON A DAILY BASIS AT SET UP AND TAKE DOWN TO VDOT'S SMART TRAFFIC CENTER (540-332-9500)", "COPIES OF ALL INDEPENDENT TESTING REPORTS TO BE SUBMITTED TO VDOT FOR VERIFICATION", "A MINIMUM 48 HOURS ADVANCE NOTIFICATION OF A PROOF ROLL OF BOTH THE SUBGRADE AND STONE BASE IS REQUIRED BY VDOT.""ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACE AND WITHIN CLEAR ZONE, AT THE CONCLUSION OF EACH WORKDAY, SHALL BE BACKFILLED TO FORM AN APPROXIMATE 6:1 WEDGE, AGAINST THE EXISTING PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC." And that "TRAFFIC SHALL BE MAINTAINED DURING CONSTRUCTION OF THE TIE-IN AND MILL OF THE ADJACENT TRAVEL LAN ES. ""WATER LINES, SEWER LINES, ETC. CROSSING FUTURE VDOT MAINTAINED ROADS HAVE TO BE SLEEVED WITH DUCTILE IRON PIPE "TWO (2) TIMES DIAMETER OF THE UTILITY LINE)." And "A VIDEO (3 ELECTRONIC COPIES TO VDOT) OF ALL STORMWATER SYSTEMS CARRYING VDOT RUNOFF OR RUNOFF UNDER A FUTURE STATE ROAD IS REQUIRED TO BE SUBMITTED TO VDOT FOR REVIEW AND APPROVAL PRIOR TO PAVING OPERATIONS. GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE: ARE BASED ON INFORMATION AND DATA FURNISHED TO TETE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER, THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S XPENSE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF-SITE WORK. 5. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 7. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND LABORATORY REPORTS, THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. 8. ALL BARE AREAS SHALL BE SCARIFIED, LIMED, FERTILIZED, SEEDED AND MULCHED. 9. ALL TREES, SAPLINGS, BRUSH, ETC, SHALL BE REMOVED FROM WITHIN THE RIGHT OF WAY AND THE DRAINAGE EASEMENTS. GENEIMAGE PROVIDED BY GOOGLE MAPS RAL 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 STA131LIZATION 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 -1-0 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 PRECONSTRUCTIO:N MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL RIPE INSTALLATION. SCALE: 1 "'=2,000' t A C I 0 111, -11111 - COVER SHEET C2 - EXISTING CONDITIONS * DEMO FLAN C3 - SITE OVERVIEW C4 - GRADING AND UTILITY FLAN C5 - GRADING AND UTILITY PLAN CG - GRADING AND UTILITY PLAN C7 - GRADING AND UTILITY PLAN C8 - LANDSCAPING PLAN C9 - VDOT AND 51TE DETAILS C 10 - ROAD A PLAN AND PROI`I LE C 1 I - IE Of A LA AND O FL ROAD PLAN A FR C 12 - ROAD B PLAN AND PROITILE C 13 - ROAD 8 PLAN AND PROEI LE * WATERLINE DETAILS C 14 _. 5AN ITARY CONNECTION * UTILITY DETAILS C 15 - SANITARY PROFILES C 16 - SANITARY PRO I`1 LES AND DETAILS C 17 - 5TORM 5EWE R PROfI LES C 16 -- STORM PROEI LE5 AND DETAILS C 19 - STORM PROFILES AND DETAILS C20 - DRAINAGE PLAN AND DETAILS C21 - MOT PLAN PROPERTY INFORMATION OWNER (PARCELS 26A2 AND 108A): HERRING, JUDITH S. 5444 BROWNSVILLE ROAD CHARLOTTESVILLE VA, 22903 DB 1479 PG 180 DB 666 PG 109 DEVELOPER/ CONTRACT PURCHASER: ADELAIDE C-VILLE, LLC 250 W. MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 PARCEL AREA SUMMARY Parcel 56-26A totalling 5.44 acres is proposed to be transferred to parcel 56-108A through a boundary line adjustment. AREA OF DEVELOPMENT 35.00 AC TOTAL OPEN SPACE REQUIRED: 8.75 AC PARCEL 108A .. ...... ........................... ............. __...... 29.56 Ac. PLUS PARCEL 26A2 ................................................. 5.44 Ac. TOTAL PARCEL AREA .................................................35.00 Ac. DEVELOPMENT SUMMARY AREA OF DEVELOPMENT ......... 35.00 Ac. DEVELOPMENT LOTS ..... ........ - 17.18 Ac DEDICATED R.O.W .................... 1.66 Ac OPEN SPACE .......... .... ............. 16.16 Ac TOTAL PARCEL AREA ..... I......... 35.00 Ac R-1 CLUSTER DEVELOPMENT DENSITY CALCULATION: Standard Density = 0.97 DUA Bonus Factor 13.4.2 (Internal Road System) = 10.0% Maximum Density Allowed = 1.067 DUA Permitted Density = Development Area X Max. Density = 35.00 AC X 1.067 DUA = 37 Units Note: A 10% bonus is allowed for provision of an internal road system which is the sole access to the existing state maintained road system. AREA REQUIREMENTS Proposed Number of Lots =35 Units Permitted Density =1.067 DUA Required Open Space (25%) = 8.75 Acres Required Unrestricted Open Space = 1.75 Acres Per 4.7(C)(3) (20% of required). Provided Open Space = 16.16 Acres Prodided Unrestricted Open Space = 6.75 Acres BASE INFORMATION SOURCE OF BOUNDARY SURVEY: BOUNDARY SURVEY BY ROGER RAY AND ASSOCIATES. ADDITIONAL BOUNDARY INFORMATION PROVIDED BY LINCOLN SURVEYING. BOUNDARY SURVEY COMPLETED APRIL 4, 2017 SOURCE OF TOPOGRAPHY: 1' CONTOURS PROVIDED BY MRG, INC. ARIAL SURVEY COMPLETED MARCH 17, 2016 TOPOGRAPHIC SURVEY COMPLETED JAN. 3, 2017 BENCHMARK(S): NAVD88 NAD83 VIRGINIA STATE PLANE SOUTH WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY 'APPROVED Ot�mmu�nity DeVOIO men Countythe Albemarle SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY Date t Department File _._.. THIS PROPERTY IS ZONED: R1 - RESIDENTIAL _61L AN R1 -CLUSTER RESIDENTIAL DEVELOPMENT IS PROPOSED WITH THIS APPLICATION. MINIMUM BUILDING SETBACKS: FRONT: 5' REAR: 20' MINIMUM BUILDING SEPARATION: 10' SUBDIVISION NOTES 1. All proposed lots contain a building site (shown on sheet C3) that complies with section 4.2.1 of the Albemarle County Zoning Ordinance. 2. To the best of our knowledge, there are no places of burial within this site. 3. This site does not lie within an agricultural-forestral district. 4. This site lies within Lickinghole Creek Water Supply watershed. 5. The stream buffers shown hereon shall be managed in accordance with the Albemarle County Water Protection Ordinance. 6. See map for limits of the 100 year flood hazard overlay district per FEMA floodmap #51003CO237D effective 02/04/2005. 7, Design Speed Limit for roads: 25 mph w. 3% estimated truck traffic. TRIP GENERATION Proposed use: Single family detached dwellings, ITE code 210. Oxbow Drive: 35 dwellings, projected AADT = 350 trips/day Peak Hour = 42 Trips r 0 111, -11111 UJU NM.S P> V83 io, o. 0 "SA , SA N, PROPOSED SANITARY CONNECTION /4Z LICKINGHOLE 100—YEAR- CREEK FLOOD PLAIN ... ...... . .... el ...... ...... .... . .... . ... Z W w -Z '"#MOO Z w w 1 z lit 0 b V) 0- z �;j V) D 0 N .0, N r -F V) u I _j V) > t I V, V) Ld z 4Z Q j,' T.M. 56F -1A 0 33.82 AC. <v _j COMMON AREA < THE CORYFARM 0 T CORY FARM HOMEOWNERS Co ASSOCIATION, INC vl\ —458 D.B. 2667 D.B. 1589-192 THRU 195 T. PLAT 1 0%, T.M. 56F-1-49 ZONING: R4 0.36 AC, VACANT RESIDENTIAL LAN op DONALD P. GILLAND X% Av V D.B. 3636-164 —210 THRU 219 0" LOT 48 D.B. 1597 v PLAT \3,; W V . . . .. ...... qii�EUN ZONING: R4 W- E JUST M. SHIM V11 a No.451 SINGLE FAMILY RESIDENCE IE, gj 83 v 0 Kj IT, i ..... (Typ) T.M. 56-108A DENSE/ — — — TRE41NE LOT 52 29.56 ACRES LOT 49 JUDITH S. HERRING W.B. 143-649 —136 LOT 51 LOT 50 D.B. 666-109,111 PLAT D.B. 600 D.B. 409-139 PLAT ZONING: R1 RESIDENCE t�Ous, SINGLE FAMILY 6.75 ACRES UNRESTRICTED TREELINE E E DECK . . . ....... ...... .... E THE CORYFARM VAPLI�) 0 0 0 L lit T I. ......... .. %UP <1 0 0 0 0 0 400 T.M. 56--�"�55CZ, . . .......... ...... ....... ----- — ....... ... 5,U LDINI�'- 4.12 At, (TB 15�LEC. JEANNE TAYLOR T . ........ . ELEC� VAULT D.B. 1566 REEILINE (TO) SIGN Q�14 W.B. 155-416�� S . .. . ...... ..... . VAULT D.B. 1679-695 uo 00 oQ CN CN tPLAT 1AE-ELkE El ZONING: R1 TR �181 Ln CD C) CD VACANT RESIDENTIAL L" DI N E E . ....... SIGN Nd q01 E Ln El E .. .... NED tR)� El D T.M. 564� 5 2.47 ... .... ROBERT A. $6-4466A KATHY L. 44, AC� U. ....... ...... I IHPR LL D.B. 1679-688,6'95, iS RING W 151 14,3-4649 . ...... AT ZONING: 11 11 El PLAT I P T SINGLE FAMI�" b0if p N CF, El _Z0 ........... ftEMENa ... . .... 1.1-11 . ....... . ..... - ----- " < -- IkA .... ....... STEVEN� M, RAMSAY, lit 'RAMSAY ..... .... ..... C 6 D.B. 16794'68%60 ..... .. .... . . .. .. ..... PLAT 2-40 IN b R1 uj A 0 0 D El VACANT FkE51 D. LL fA s vi ..... .... Lu . ... ....... uj... .... .... Tr JEA TA NNE YL RAMSAY W.B. 155-49 D.B. 1898-320 & 321 PLAT LL .. . ..... ...... D.B. 1566-730 Date D.B. 1679-695 696 ...... ......... PLAT 07/11/2017 Scale ZONING: R1 .. ....... SINGLE FAMILY RESIDEN . .. .... . . .............. . ........ 1 8 0' Sheet No. 80 0 80 160 240 C2 OF 21 File No. Scale: I"=80' 15.055 ell I p M -A-d f*141L z �%v 7 -------- - - . ..... ----- ---------- ---- - ----------- ------------ w 7--- -7 -7---------- - z 7 'z Z ji,� Xla W /20' SE BACK A41, -4- z h V) D 6,50 0 NEW 10"/PRIVA�E 72 DRAINAGE ESMT 0 41- - 5 LN 0.11 ACRE IMITS OF ty A FOREST/ WP -2 if/ w OPEN SPACE p/ EASEMENT _j Z 131 ACRE FOREST/ NEW 20' PUBLIC C( U) OPEN SPACE DRAINAGE ESMT Z� k�141 z EASEMENT d .NT k A Z 0 1 0\ 7- Y 7" Z 6,' 15" #E S ORM/ IED V T 50 41 - - IAN THERMLASTIC WHIT RIPE _7 z A 71 X 4,51 472 X/ 47� X SHIMP DRAINAGE ESN Aj NEW 20' PRIVATE N 83 LLJ �Ax 45§ A -4 '�VC x I - LAI DED /' % / % / / / / \ pi' I r I i 1 I + 1 (� i / /. j/ '� ? 1 ' 7 0 `PROV6 RISK AS NEE I TO MAINTAINS MAX. DEPTH LO 131 20 000 SF 0. CA L FE -=63&.9 \SLAB/FIUNG-UNITS-S 20,001 SF TO LATERAL ON AL z FFE=648.3 FFE==647.9/ rFE=- 4!;. BFE=uju.0 _--'BFE=639.3 N -GROUND IN -GROUND IN -GROUND 4.1 7. LO 41 4 20.000 SF __F E=645.5_- 17 I Uu SERVICE,1ATERAL TO I (-j�p.) 3i GRAY SHOU PPER� WATER-- I WIDT�f �CSA 2.0 ' _5NG[E METER 45-0-X' SI WALK 144 j.u,- _K/ S-SETB a) U) E -40.0"\ .14 x cz) L4 0- _�T f YD 0 a 0 0 N, _-T /P THEIR LASTIC rz\� T*�QTR] ;,w WHIII STRIPE 0".w s 22m; PIP TURN 4A ION J, C) Z5 to L0 -IF 177�_ DR, s 6 01 3� SEM NT /4111 Ln VC /"V SIDEWAL�/ MUTED R8-3 (TYP.�-- z (Typ.) � ,, A2 .0 _1 �.9% //PROVDE RISER AT SEW Cs : 10% u TO CROSS ROW AT MIN. DEPTH LANDSCAPING -644. f ( (/ �, x I k � � [ iI, 461 r 6f EASEMENT 7 TO/MAINTAI[4--SEPARATION UNDER ER AZ q / W�TrIRLINE 'KOR LOTS 3 4 43 GENERAL WATER & SEWER FFE=647.2 20,743' SF 20,450 SF, - 647.8 1T 1--r\,-,,/ , 45- 20,81 Z rFt= CONDITIONS 45 42 rBFE=638.2 43 5 SF _p//BFE=638.6' WALKOUTS FFE=645.5 REAR 'WAL , KOUT REAR myI 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE BFE=636,5 ' ` fLI OF WP AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR 42 /C41 1 40 L PAVEMF NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 0 LL REAR WALKOUT UTSIDE EMF co LL I HY 20 PUBLIC LL 40-- DRAINAGE ESMT STRIPING 3E 1 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK 0;> 7 7 ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY h / - APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE J -=37 EN�NCE __ // / ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. T DRAINAGE ESM NEW 10 SWM 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF ACCES ESMT LOW -MAINTENANCE 0' PRIVATE GROUND COVER CHANNEL IZ THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY HE z OUTLET 4- DITCHl t7 ACSA. :D I VV, I WEIR 30 P 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 7. 7f7 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY A (1-800-552-7001). 6, ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE 3 FEET OF ............. COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS WEIR GIVIP TE 6 M A -A- INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. f'PLATE _77 -AI LL 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF 41 0 ROADSIDE DITCHES. < 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT 21 21 FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 625 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHAH BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD_j -622 - - - - - - - - 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 4 LL -- - - - - - - 1.62 ACRE / / ter ` /; // j f �" �-� -r EAO-EMENT NOTE: Date FOREST/ `/A 1.62 ACRE A OPEN SPACE AND SEWER FACILITIES SHALL BE DEDICATED TO THE ALBEMARLE 1. ALL PUBLIC WATER FOREST/ EASEMENT NOTE: 07/11/2017 OPEN S %k", COUNTY SERVICE AUTHORITY. PACE EASEMENT %ALL SLOPES STEEPER THAN 3:1 Scale '12- 46 SLOPE SHALL BE PLANTED WITH 20' LOW MAINTENANCE GROUND COVER. Sheet No. r `�"`z,�� .� ! Y '\ � i � ` / % % // % /�i �`�' ;!'/j // � � ; , / / 'i' S „` ,,, ,, -7 7� I F 20 0 20 40 Z C4 P, OF 21 Scale: 1"=20' File NO. Z L 6 15 13 .055 f -- - I i F / � 1 \ f , t' I ! 7 I r (( / s 1 I / s. i, / % �': < f" - IN } C 1, 1 w t ] I: a 1 1 i 0 7�11 i � - If ' i _ _ i'' I C< X6 TIE .--=} _ i \ / r ° _., 3 \ t � : \ / /•r , l /, : ,, „/, r /. f' i °., 1- /: /, ri i /f % / /, % - //ii \ 1 F \ / �` f / r ,,,; , / /,./ : ,,..:.. ';': > . , i, I , .....6 '\ <Y ..,/ is '/fii /,� i ,f' ..;,i, f' /, /- ., , l ... ;:. ..) / / is ! /I I / / ...-. .... / ., , / /.. / .. I .. / //, , /� / r /r 1. I r f f, s /. / r / i.., .,./ /. 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V CUMPACTEJ SUBCRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED M:NII ' %z INCH THICK ASPHALT SURFACE COURSE IEEE NOTE 57 x MINIMUM Z INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DET€RMNED BY CORES (SEE NOTE 37 NOTES: 1- ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT Dr='N IN ACCORDANCE WITH CURRENT VCCT PROCEDURES AND RE APPROVED aY' THE ENGINEER- - STING FAVEMENT. "E DEPTHS AND TYPES OF THC ! AYEPS OF EXISTING f , a ENT Yi.0+ENI^iG SHALL MEET OR EXCEE6 TM THE PAVEMENT A;N C6M FOR ASPHALT PAVEMENT G - < 'N THE PAVEMENT DESIGN. SUBS..RFACF 09 ,E flF THE EXISTING REVD PRp�O5F0 PAY FldFN S-iAt! HE ADI7Fc55FD CKNESS OF xI5 NV :5. A M!N'UM OF THREE CORES SHALL BE fAKE4 ALONG THE CENTER OF THE ADJACENT TRAVEL :AC TO DETERMINE (HE TYPE AND iH PAVEMENT LAYERS. THESE CORES SHALL 8E SPACERi NO MORE Trle-N LOU FEET A'-'PFi7 q. THE ADJACENT TRAVEL LANE STALL BE MILLED A M04NUM DEFTH OF I I, INCHES AND REPLACED With! AN ASPH.d1.T .URF•ACE COURSE TO MATCH THE PR;FQ5F0 PAV61i16T WDFNN6 SURFACE COURSE. UN,.F_'a8 W+bVED BY TNF FNCNFF.R. 5. - �=V AN ACCEPTABLE PA`tER{SPIT CROSS -SLOPE *HE ENGINEER MAY iZEpLlRE THE MILLING DEPTH Qf THE EXfST!NG PAVEMENT T4 BE PL'JU5?ED TO ACHIEVE AND EF^£CTIVE SURFACE DSI _ - 0. EXISTING PN,'EMENT MA49KNGS SND MARKERS IVI!H:N .HE FRO,ECT _RA.T5 SHALL BE RESTORED SUD°CCT TO -HIE PPfRQ:'Ji OF THE ENGINEER. SPECIFICATIONS =XCFPT THAT ALL. JOINT", ?. FINAL TRANSVERSE PAVEMENT `IE :N SHALL CONFORM TO THE REOU P.EMENTS OF S: CT OH x15.05Ici OF -'HE SFcCffiC A7 7'E -IN LOCATIONS SHP1L BE TESTEC USING A 10 FOOT STRAICHTECGE IN A=46ANCE WITH THE REQUIREMENTS OF 5EG?tON 315.C7(a7 OF ?HE SPECIFICATIONS. ROW, AND $€MOUE STANDARDS 5A7EET 1 OF 1 1 REVISION DATE 1m L_ A L ASPHALT PAVEMENT WIDENING FOR WIDENM SUBJECT TO TRAFFIC YTROMA DEPARTMENT OF 'MANSIPORT'ATI N SLLCTHHIICK SIZE AND WNESS YMIES 313 SECTION A -A _ _r._._._.__.._...___..__._. _. .-__- ..__. .-__(.._.__. _.. __ } _...__ _ _________..__,__-.____ _._-____ _ _._ __.. ___ _____ _____._...���f._ _-___.____ _. _ J _._.. ___�._.._.....__ �_.____.______.-___,_..._. �_,..._._.,__..�_. _ -t-I - SECTION B -B NOTES, �_____. _ _-__-__. _.__._ _____. -1r_-1-_--1-_--'------- _ __.__,..._f ^_� _ 1. TTE STANOMO SAFETY SLAB tSL-O IS TO BE USED ONLY WIEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMMY SHEET MLDIOR THE DRAINAGE DESCRIPTION. FOR MANHOLES JRJNCTION BOXES. ANO DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPAC1L OF ._._ ___- .-._�-r---�-- I _.11._1______-._-.__.__, ADJACENT SAFETY SLABS SHALL BE 81 TO 12'WITH NO SAFETY SLAB LOCATED WITHIN B FEET _____� — __ OF TOPOROF THES SAFETY SLABS SHALL NOT BE LOCATED BELOW ____ ___..j T _ _.._ _. LIEF CfBOTT M ER CREAT�ER. - Y -- ww________ 2. TIE COST RAF THE SL -1 IS INCLUDED IN THE COST OF THE STRIOCTURE_ SEE CAST N PLACE DRAWINGS FOR FURTHER DETAILS 3, ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHEtiE APPi.ICABLE. STEPS AAE TO RE STAGGERED ACCORDINGLY. # - P B 4 B" O.0 TY . b !AS #. SAFETY SLAG MAY BE CAST -N -PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE �. CLASS A3 €3000 P517. PRECAST CONCOCT£ IS TO BE A4 €4040 PSI). REINFORCING :'" • �' _ '' STEEL TO BE IN AGGORDANGE WITH AASIiTO yL31. �`�*: • t: •,1. 3. ACCESS CAEAItGS YAY I£ 30" DIAMETER OR 301 SQUARE. WHEN STRUCTLRE WOTH IS LESS THAN 30" TFf ACCBSS GP£WNG SHALL BE RECTANGULAR (STRUCTURE WIDTH BY -_ ____ __-___-____ ....__ _ ___.____ 30' LONGI. T-. __M _____ ___ _. _._ _- _._,_. _ _,__._ __ __ __ - _ _ .___ -I- _-- _ -__._. _._T.�_ EX� \ __.._-__..__ __._._...____.._.. __..-. _.,_.__"_.___ _- �. .,. _n._-___-__.._._ __, _ _.___.a�_: ___.___-__._-,___3" �I� __�.__ __ _ _.___. _. _ TYPICAL PRECAST UNiT ___-_._- ____-_ � _ - � --t•IEiGHT ' FACILITY TWAT CPN BE APPRO'AOHEO, ENTEREP AVB - TYPICAL CONCRETE SAFETY SLAB FOR INLETS, pF ROAD AND YDCE STtNDYRDS yDROP y MANHOLES AND JUNG I I1lN L7�/LE _ _-__. ., __� ,__w _ __ ..________-- .--__ ______._._ __ _ __-___._._._--_,_ +- _ I -- - I -- -------=--,--------------------L---------- SHEET 1 OF 1 REVISION DATE - - _ - _._ ..=________,. _ ______ ____._ _._..__._._ -1...,r-_--_.__.___-_ _ _-.__.__._ ___ 1 2 108.41 VIRGINIA DEPARTMENT OF TRANSPORTATON r. 1 655 550 645 640 635 -------...-- --- SHAPE TO ELEVATION of MD -POINT OF LARGEST PIPE. I I 1 I I =�-'==T. i a OFODUTIT.ETORAN TO INVERT =CTION A -A iF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE All T: 3 f ill:: . < . Y 4 d - W� N.'y am - T_v SECTION B_$ ROAD AND BRIDGE ST"ARDS IM 1 771 - -REVISION DATE 105 502 PLAN METHOD OF TREATMENT iN MANHOLES STANdARD METHC?D OF SHJAPING S N MANHOLE & INLET INVERTS SD2 VIRGINIA DEPARTMENT OF TRANSPORTATION CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PREQAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS to OKG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB. & CUTTER. 4.FOR USE WITH STABILIZED OPEN -GRADED DRANAGE LAYgE}R�;T�HE BOTTOM OF THE CURB AND GUTTER Eta- BE CONSTRUCTED PARALLEL TO THE SLOPE 0t SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. B. ALLOWABLE CRITERAI FOR THEUSEOF CG -b IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 11 2" R OFTHEVDQT-ROAD DESIGN MANUAL, 6„ I I �­ , i '11:11 . � , , -T V_V . D , I �, , I �, I I 1� , , T,-"P� , A ¢, " , A . -A„ 6 , . Q , . a . . D , . 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I -__ _ _-__. ., __� ,__w _ __ ..________-- .--__ ______._._ __ _ __-___._._._--_,_ +- _ I -- - I -- -------=--,--------------------L---------- _ _ ..---�. -_. _.._- --_.i - - _ - _._ ..=________,. _ ______ ____._ _._..__._._ -1...,r-_--_.__.___-_ _ _-.__.__._ ___ 1 655 654 645 640 635 63f +00 --- - 7+50 8+00 8+50 9+00 9+50 10+40 10+50 11+00 11 +54 12434 #+� '! . 1 AAAA. AAWIN AA. I 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIII{ i' i 1 • w • THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TID THE SLOPE OF SUBBASE COURSES PROVIDED A MI+MtM DEPTH OF 7 E MAINTAINED. 670 665 660 655 650 645 640 635 63g ENR' -SECTION 12" - 6O°' PIPE -HUB ENO ON OUTLET ET{D<SECTIQNS. . ,I., ErJD ON NASCET. END-SECToN- 1. X` X. t 11 I _ E 2.WFETE TO 4U4i0 P5.I tATrN4tUM PLAN -k( FO B.iDUf PS EN 5TE -li 8! i _h D -. - ... _ €.. PAY � =2 .11 ALTERNATE TEND-SECTIQN 12" - 60" PIPE I -'- tP.tEi END ON' pt�{,lTLET END=SECTIONS SI 1.F}Ot')'T END' ME ENO-SECTlCtd X' y% r _ 6 1 .CONCRETE r0 -BE PLAN..11 I D1 OF�t TAPER \. I - ENI VIEW ,.,,.. . .2.-1 .. -a. O4 L 9 T5 ) 4 M OUTLET LCCR7Y SPGR DESIGN STORM) -•--- PAY - LINE CLASS Al CLASS Al CRY RIPRAP C . B #COTES- CLASS S CLASS Z DRY RPRAP PFE LENG - " PL H$ w T k ON aAsE D t) ErNTD-sEGT1oN DEIGN' SHOWN.. N 24, ON THE LEFT• R' THE CONTRACTOR EI .,LEGIS 18 fpe S TO USE TFiE" ALTERAl,4TE DESIGN SHOWN ON `'^5. T'iE RIGHT«IET407hiS Y71k% &E REUUC£D 9Y THE OIFFEI';hT:E IN DAAE'N£dflN A'0":,_ V, 9/061 22# 201.03 11 392 DETAIL 1 0FTAII_ 2 SECTION A -A EC -1 'SECTION A -A SECTION A -A T NOTES: L FOR MULE TFE CH E.L��A,LLA N,% DIMENSION S IS TO GOVERN THE PROTECTION NC CULVERT OUTLET PROTECTION HERE N ENDW L 2. ON ANY INSTALLATION RECUR Y(. O A• IS T "BE N ACCORDANCE CT !S -SPE --(1N TFEPLANS,CONSTRUC. RON 0 RDP,NC AR ENOSE ION At NO ABOVE. - WRTH DET # S. YIN O TO BE INSTAJ I RO UNDER CLASS A AND I MATERIALS N' 3. pEpTEXTLE FPBRI ,_• ACCORDANCE WITH THE SPECIFlCATION5. 4L S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR 807(.FLLIPTICAL T MGN CLLVf7{T. H - LYA6ETER OF CIRCULAR CULVERT OR RISEnVQHT FOR B.OX, ELLPTICj OR ARCH CULVERT. SECTION B_B x USE TYPoCA ;ECT SHOVlN ON PLANS FOR SDE SLOPE BOTTOM WIDTH AND DEPTH CLEAR ZONE TYPE OF OUTLET PROTECTION MATERIAL. M OUTLET LCCR7Y SPGR DESIGN STORM) MINIMUM "T" CIHCHEW .. .. CLASS Al CLASS Al CRY RIPRAP B fPa- Is CLASS S CLASS Z DRY RPRAP 14 APR 24, CLASS I CLAS5I DRY RIPRAP 18 fpe 3$ OF CHANNEL OR MATCH EXISTING DITCH' OR NATURAL CRC{ND.' - 12 OUTLET PROTECTION MNUMU L GTH tU M EN TYPE A NSTALtATAXI 3H -5.4' TYPE B INSTALLATION I SN �t '��r�� ° # 4 s .. e4 . ' 1 ,d 4°' - 3,000 PSI CONCRETE � [l . _. 4 .: , . d A' ' 'i 777 V�o°o �o°G°o°�°o° --4„ _ VDQT 21A E�ASESTCNE I -1��S.,.b --1 I1 I mo1 1 ' II I i �"" COMPACTED SUBGRADEF �__, TYPICAL SIDEWALK SECTION t-lIZZ �� ��ot To Scale 1 StF 3' CLEAR ZONE 3s.a' Row 18.0' VDQT STD CG -6 15.0' 15.0' �/ CURB AND E�� , � GUTTER, TTA. 4' 14ol .4 10.0' PARKING TRAVEL TRAVEL L 0' LANE LANE .a' 5.0'-- }g pT ' iflGtTlpN �yppT L*070 2.0% -- __ --- 2.0% 2,4% - 2.0% 2.4% ERENCE CULVERT OUTLET PROTEI;TION 2t>.F ROAD AND :BRIDGE STANDARDS ,s , [ �.., REVISION DATE SHEET 1 OF t VDDT STD UD -4 VIRGIN DEPARTLENT OF TRANSPf)RTA710N a� 1�3,m LANDSCAPING SEE DETAIL 1/C11 (TYP.) STRIP, TTP. 4.0" CLASS A-3 CONC. 1.5" SM -9.5A ASPHALT SIDEWALK (TYP.) 3V.a� IM -19.0 ASPHALT 4.0" VDQT 21A (TYP.) 6.0" VDQT #21A CSI HALF PLAN CG -3B If WIDTH OF ENTRANCE ®� ENTRANCE _ 10. ALL RENFORCING-:STEEL TO 6`E:; OUT CLErMi.OF' NORMAL GUTTER. - d EXISTING OR PROP05ED EXPANSION JOINT - i- SIDEWALR OR SIDEWALK SPACE � a UNPAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RtCHT=CF•WAY IS RE I IRED IF THE U(•UTS OF "PEQESIRIMI ACCESS ROUTE EXTEND BE ONO � b 2 o EXISTING OR NftOP.{SSED VpgT RIuH7 OF p.'aY. . � Y�-1. THE CAST OF' �URN)SPNNG AAY7 P,CACINC AL4 MATfRsA15 IN ENTPt, t0' 7F+E 5HAPRiG� IS TD BE.. � -. h p L Q:, PEDESTRIAW ACCESS ROi1TE5 PROVIDE A CONTINUOVS _OCzSTRUGTED, STABLE, FIRM Aaf] SLIP RE5ISTAJV7 � 1-1 EXPANSION JOINT. ,rt�, FACILITY TWAT CPN BE APPRO'AOHEO, ENTEREP AVB SHALL BE SHAPED WITH CEGENT WORTA;2.Ta PREVENT STMONC OR PON010 OF: WATER � SECTION F -F W. IF PEDESTRIAN ACCESS ROUTES. 13TiI AR= BEING R X MAXIMUM DECREASE FOPR SUGCEECING MINIMUM IO' 7NWRVALS q+E - N. >, L C9NCiiE'tE ANT., sTEEL C75PtACE'0 RY. Ps'£S •. . muss BE-OE{NTCTEix TO flBTAAY TR4E 4UANT,TIES._ -ti, L' u , 1% L - CG -3 OR CO -7. THE CURB FACE ON THIS r. 1 STANDARD I$ TO BE ADJUSTED TO MATCH THE MOUNTA6LE CURB CONFI0AAT,IDN. IN CVRD INCLUDED "' ."ASIDE TO MUTTING: CONCRETE TO PREVENF ' - - L SEE SHEET 1D4.49. - . -A NCt LNIKAGUI'I LH ft C < -RIY T Ol-3, 3 FOP. ALiEANATE: zTDfICN- RLHNFORGtKx STEEL ABOVE TH6 LHN1.E SEE 'a. S DIAMETER WEEP 6OLE TO OE LOCATED €0• L, w CR:4N SUBBASE,MATEMAI..�WEEP HOtE:WITH- .. iR"X72'.'PLASTJE" EELW4171RE,1U6d{ . OR 4, 'L S U!A,ETER 4.03". -4 MESO HPRUWME r- - .. .. _-.___._. ___ . _ i _„.,. _�,..--..---_- - CLOTHDTTC7VRkAn.F" TO 71'E .11uF1G£ 0 t,3 ____._..-_.___,__„_............._ ___..__ __�__- -_ - O . :. _.__ __,,... _. __-AAAA_._ __...__........__.._..._..._ __.._._ ___ - _ __-____ ...__-- ' dV�A - ,_ - --I--.------ __..._-____ _,___.._. __�.._.___.___, -1 _____ _-_.--. _ - --._____..... _---,._.__. p .� _. _____.____ _ _ # FLO`N LIVE a O w Q3 I _ .m__ -- __-..______ _.._. _..______ - ________.-AAAA__.._ _- __-..._...�.__ �-----.-- __ __...._,___.... +MOTH _ _ __ ___ _._ _.__._____ x 1- C EXPANSION ENTRNJCE JQINT' DESIRABLE MMIaL.. t5" ---_�--_ ----. -.- El _.____ _ _-_.--._._,,------� EYE- ___._AAAA._ _.,AAAA. ._,..__» . _AAAA._ _ I---------- T{� �, � ABSOWTE MINNAII,:t 12' _ -_ --_-_-_AAAA _._ - - -- - EDGE OF PAVEMENT _AAAA AAAA__ _ ,._... _ .._ . - _ _.=-._•----._�:c._=» ..__ -_ __.- � - ____.__ _- __ -._ ._,_._ .___.. __.__--_.____._._ _ __,. _.._. ___._,. .___ ._.__.,,,____._____-- _ ____--._ --. , .----__-.____ _*__---_-r__--____.__.____ --- - - ------ ---- L_-_ ------ _-----____,._._ - _. ................._ ._ _„_.._.,-..� - _____-._____.._._,_.___. _ _ .____ _ _. .___ , _. __ __ ----- -- --- - - ...---------- - HALF PLAN P V 51w NCE CG -3B WIDTH OF ®� ENTRANCE _ 10. ALL RENFORCING-:STEEL TO 6`E:; OUT CLErMi.OF' NORMAL GUTTER. - 1A MX PND SPEC'FIED. ON THE: T'k:AN'fi W8.1: BE IR . y . D G,. a.= y h_ °- 6^ LIMITS DF PED, kCCESS ROUTE fJB J*?_� LIMITS OF PED- ACCESS ROETE MNOPJ-TRAVERSAB. UNPAVER 5r?A.GE UNPAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RtCHT=CF•WAY IS RE I IRED IF THE U(•UTS OF "PEQESIRIMI ACCESS ROUTE EXTEND BE ONO � b 2 o EXISTING OR NftOP.{SSED VpgT RIuH7 OF p.'aY. ­_ 1=0"y„ Y�-1. THE CAST OF' �URN)SPNNG AAY7 P,CACINC AL4 MATfRsA15 IN ENTPt, t0' 7F+E 5HAPRiG� IS TD BE.. C. -. h p 4m4 Z' b 1 Q PEDESTRIAW ACCESS ROi1TE5 PROVIDE A CONTINUOVS _OCzSTRUGTED, STABLE, FIRM Aaf] SLIP RE5ISTAJV7 - :og- Yq -'` PATH CC7NAYECTINGOLL ACCESSIBLE ELEMENTS OFA G.Q' a. " FACILITY TWAT CPN BE APPRO'AOHEO, ENTEREP AVB SHALL BE SHAPED WITH CEGENT WORTA;2.Ta PREVENT STMONC OR PON010 OF: WATER USED BY PEDESTRIANS. 7F ACCESS ROUTE S ADJACENT TO 'BACK JF CURB, tfiIMMUM W7¢TA. SHOULD BE G'. SECTION F -F W. IF PEDESTRIAN ACCESS ROUTES. 13TiI AR= BEING R X MAXIMUM DECREASE FOPR SUGCEECING MINIMUM IO' 7NWRVALS REQ"IItA WNTMtivA MAtt.t Y GRSASSI.ES OPTH E 2'-0" 1 >, .. GUTTER AAAA. C9NCiiE'tE ANT., sTEEL C75PtACE'0 RY. Ps'£S •. . muss BE-OE{NTCTEix TO flBTAAY TR4E 4UANT,TIES._ -ti, WHEN USED IN CONJUNCTION WITH STANDARD , 1% L - CG -3 OR CO -7. THE CURB FACE ON THIS - ; ` STANDARD I$ TO BE ADJUSTED TO MATCH THE MOUNTA6LE CURB CONFI0AAT,IDN. a 0 9:cSc. q P V 51w NCE PARABOLIC AAAA CUn VE -AAAA SECTION E -E ®� Y K 10. ALL RENFORCING-:STEEL TO 6`E:; OUT CLErMi.OF' NORMAL GUTTER. - 1A MX PND SPEC'FIED. ON THE: T'k:AN'fi W8.1: BE IR . y . D G,. a.= y h_ °- 6^ . 11 ik ON TO 10Y CHANGE - c• a % .!.._�,4Y,E±,m.Q4p'm. P ab d:be a4.; STm-c. eI CL,A$S a3 {H.E;S.7 GONG, - .� - 6" AGER. RASE TYPE i SIZE 21B 4 L I.. 5,,0�, qq A POINT OF GRADE CHANCE � b 2 o 12% MAX', SLOPE , 5'-O" FR4PO 1 O+FRB. ..:. :: Y�-1. THE CAST OF' �URN)SPNNG AAY7 P,CACINC AL4 MATfRsA15 IN ENTPt, t0' 7F+E 5HAPRiG� IS TD BE.. 14. IF"0PTlQNA0. CONSTitUOT3pN SQSNT" 75 US€JD, iT-•LS: , I7JCLUDEO 7N'TiE I a'R1GE FQiR THE STRUCTURE: 4m4 Z' b FOR CLitB AND GUTTER ONLY At OR W Kt T A X 12 % MAXIMUUN INCREASE IN 5L0PE AT MINIMUM 1G' INTER,VA.3 aq,o• ' SPILT CONCURRENTLY' STRUCTURE, E NVF,RT' OF. THE STRUC7t]RE SECTION C SHALL BE SHAPED WITH CEGENT WORTA;2.Ta PREVENT STMONC OR PON010 OF: WATER M X x 3 X (UAXAAIM, OEOREASE N SLOPE. FOR FIRST !"INTERVAL AND -D - SECTION C -G R X MAXIMUM DECREASE FOPR SUGCEECING MINIMUM IO' 7NWRVALS Rio OR CONC€R SLOT U: INCKVMTS SHOWN 5PELIF)CATION r - .. GUTTER AAAA. C9NCiiE'tE ANT., sTEEL C75PtACE'0 RY. Ps'£S •. . muss BE-OE{NTCTEix TO flBTAAY TR4E 4UANT,TIES._ � XVOLD - 38H; 3CC O 2 ¢o to � � Z N N W 4 Z , Til W IL z I = Q � Z I- U) D N O 7) :2 N N w t_ Q V) Lj F- -i V) } I) Z III :�F- F- 0 J t{ Y{ T ` Cq U NOTES:. PARKING ON ONE SIDE OF STREET ONLY. SEE C4-C7 FOR DETAILS. '�� � ()p � 2. DESIGN SPEED = 25 MPH. 3. DESIGN STANDARD: GS-SSAR. � 4. FIRE APPARATUS ROAD HAS SAME PAVEMENT DESIGN. C u M. SHIMP �> TYPICAL R -a- CROSS SECTION i . °. �r�3 _ � . ', 1 "-10' �o ���T roY,�L SECTION A -A in NOTE :19 Ii. 12r C,C A NOTES 1.: Df PTH CF''INLET 4M TO BE SHOWN-ON� PLAJ'!5: 9= ALL, REIHFQRCX,c' "' SYc`�L SRAL HAVD A !AIN- ' MINLiAJ,M D>:FTH tH7 TO BE:tS'-fT`. ieA%7lA4iN - GOVEE2 AF 2". .:: .. DiPTH TD ®E :,,'II 1 `. FOR: ILL€TS LESS IRAN $ USE ST'ANp*D LA -7A. "..M1, 3G_ 10. ALL RENFORCING-:STEEL TO 6`E:; OUT CLErMi.OF' 2. SHE `H' UTNE &tN, SHOWN -4`N THE slowntiS'- ALL:OPEN1NC,a •BY'g". AAAA PND SPEC'FIED. ON THE: T'k:AN'fi W8.1: BE IR %T6iR RACE CONCRETE I$ TO BE CLASS A3 MEA5URYD FROM THE INVERT OF THE: OVITALI. C3i�QU.PSfi, PRECAST COPJCREW IS. TO UE= .PIPE TO TPC -TOP OF Tt1E. STRUCTURE: PLAN 41''OtAEN510ALS ARE'APPROJ WATE ONLY.. I`OR EStNA, NO P'URFOSES AND tFe -ACTUAL. 4OR ,PSS_ -- I � 12. LENGTH � SLOT (L) WILL, IN, EYERY CASE; E!C DtMEt3St()N^a SttA.& ¢iE DE7£RL{IHEO BY -T@ SHOW?, tlN "..S-. - . 11 6CH7l2AGi0ji'f3tfhd'i1E9,2?.CdWDIi'BGNR .. T t T iNV_RT 3; WREN SPEOiFEU iriN THE, PLANS {E. r i:1- WHEN .INLET IS USED N 4 NL.Ritft BACK Uf FD TTS TO E SiH3 TO .CCN RPri Ytgili. RB.E B Tt1 eESCOS IN 4CCCN,S, I I WIT(d ..SIAtH7ARU FR4PO 1 O+FRB. ..:. :: Y�-1. THE CAST OF' �URN)SPNNG AAY7 P,CACINC AL4 MATfRsA15 IN ENTPt, t0' 7F+E 5HAPRiG� IS TD BE.. 14. IF"0PTlQNA0. CONSTitUOT3pN SQSNT" 75 US€JD, iT-•LS: , I7JCLUDEO 7N'TiE I a'R1GE FQiR THE STRUCTURE: TO' -BE xEY m ALL; skim's RH-BMS V TO: 6E... W A: W,N!!r#�1 OF, .PAMET S . 4. IN THE GVENT ,THE INVERT 4F AHE OUTFALL -PIPE iS H THAM T TIOT7UA+, 9F .INE - x0 FOR J'LAN VEEW OF INLET SEC; S7AN@ARD DI_ STRUCTURE, E NVF,RT' OF. THE STRUC7t]RE 38. A; .. AAAA . SHALL BE SHAPED WITH CEGENT WORTA;2.Ta PREVENT STMONC OR PON010 OF: WATER 16, OURNATIES S46Wl;ARE FOR MINIMUM Itd,ETS v TTIE, SYRUg.'TL9RE, THE'. COST OF FURMsjNG 'OF t" TWIL FUR! k#_E73 OT GREATER DEPTH -. Hd ANO PLACING -ALL MMALS INWENTAL YO,." Rio OR CONC€R SLOT U: INCKVMTS SHOWN TARE"SHAPING'� 15. TO @£ 7NCLUDEO IN THE BK) PER- FOOT JAW 06 ,tDED,_ THE AAup NT CF: PF= FOR THE STRUCTURE, C9NCiiE'tE ANT., sTEEL C75PtACE'0 RY. Ps'£S •. . muss BE-OE{NTCTEix TO flBTAAY TR4E 4UANT,TIES._ ..5: STEPS A1RE-REOiX1RE0. FOR. DETAk.S-:SEE . __._._ _�._ _ --_- _- _-_­--------.__.- 5TA41}ARD'ST-i., I R OF :BARS A`G REGURE AfI3:. 17_ FORD 8, ithS, 7",,: MAY BE PRECAST Ott CASI.T-jk-PLA�f,; GCJ THS EE SLyEET 104.10, `' T; # $ % 8" SMOOTH QOWET,S AT A'Pft0%IMA7iLY. - 12" D -D PLACED N ALL &FfEl 'MJA,"rF,NT: 1& .FOR-M:SCRIPTJON-.AND LOCA7101J Of 01uE'? _ N.' ."ASIDE TO MUTTING: CONCRETE TO PREVENF ' - - L SEE SHEET 1D4.49. - . SETTLEMENT' IN LIEU OF 'DOWELS AL2" X;<` 11 I .r 4A14 ST PttbI MA TTE PAW Ei?: SEE AN1i., 11 19. FO'J� PAR. CEZ'AJi.5; 61MENSIONS,-JV,JD -RIY T Ol-3, 3 FOP. ALiEANATE: zTDfICN- RLHNFORGtKx STEEL ABOVE TH6 LHN1.E SEE 'a. S DIAMETER WEEP 6OLE TO OE LOCATED €0• STONOATID 18-3�,..U$. 3C. �. CR:4N SUBBASE,MATEMAI..�WEEP HOtE:WITH- .. iR"X72'.'PLASTJE" EELW4171RE,1U6d{ . OR 4, 'L S U!A,ETER 4.03". -4 MESO HPRUWME r- - .. .. _-.___._. ___ . _ i _„.,. _�,..--..---_- - CLOTHDTTC7VRkAn.F" TO 71'E .11uF1G£ 0 t,3 ____._..-_.___,__„_............._ ___..__ __�__- -_ - $i LHEDUL€ OF R£iNFQ4CthEC 6TEF1 BARS. )[ '@ATS It IBAd3S4 NO. REO'0.REQ'D:, LENGTH -NO. LENGTH LENCTH- - 4X(NeTT 3'-8" #.x4f6rD 3'•e` 36 H-1'-4" APPROXIMATE QUANTITIES FOR A4GtiH tT NTS To LTE AWED o:1z c ^y'y MIN#MIJIi 8'f5E1?3N INLET i ISL °°T$IaFLLs T- &6 GAR H EACH CORNER, / TYPO 4,4AE?�5IDN L Rrn+FORcaia �T£ . H /- B5 BAR. HI EACH A-1ERNATE COR R . . SPF; &OTE 18 REEL RTE 1,STaLl :CO CRETE - :.STEEL- . - DI-. IJn.T _ Lbi; �!CI:. Ydi. Cu, Yda: LIDd: : Cu.Yddx- Lbs: TAA '2._6H 452 `5:16- 4:557: # ' S£ICTIQN THROUGH ELEVATION arm . 4°-D' 1. 'ZA,Iel 3 .. 3CC '.8'-0" 541 .3:89 AL3- -,5.. 0,22 23:Er ,�V STANDARD CURB DR.�P INLET E. R©®u®l© REFERENCE ROAJ,.. Af.'SJ 9HIh7GE S1 IS STANDARD ENT ROAD AND BRaGE aTANpAROs (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK) REvIsIGN DATE $HEFT 1 aF 1 SkEE7 1 GF 1 REVISION DATE 32" - 3Y1°" PIP , DEPTH NF1 �' ..'q '2D' 2�3 SD2 VIRGINIA 6EPAkrNENT` S1i'' YRUH5PORYAT:OIT 302; VIRGINIA DEPARTMENT OF TRANSPORTATION 01(13 2U3,b2 104,11_1. . < 670 -- ----.__..-_-_-__- _ ._._. ... .____..___._.__... _.__. __. ___.__..___._ �._._..__-_.._._ ____. ,._,.., - ...--______ , _.__... _ r..._ . .,r---- �..__. __ . __ _ ..._. 50 4fl __--_-_-._ _�.---­---� .. _.___._ .__-...,..,.. :,„.,.,.,_._._._. ._ _-.�___.._...__.-_..-_... ................ .�__.. _ _ �.___ _A AAA_ _ AAAA______ _ ___.�__� _ ._AAAA, ._.._ _ _..__..._ .,____-..._.._,-_.._�.-.. ._..,_..___.__. _ ...-,_ . ___-____ ___ .-__.___.._. _. ___. _._ _.., .. ._;._____ _ ____._..__.__......__._____ �.______.___.�__,__ _ __._ __ __._.. _._.__.._-. ... ...__._.�_ ___ _-___.- _.._,_. ._.___.__..___„_ ___.______-._____-r- ._._...,_...__.._._.,._,..._._.____.._ _..._.______._..__.........-._ _._... _. _ .__ TID _1______-_-_-.._t_-_------.__"`-..._.._._-,.._'___ __..-_...,_„_. ___:__..___._._..'L _-_._..____.___._.-__. -___..-___--__..----.____,_____ _ ___ _._..___ _...__..__. _. _______________�..___ ,.,-._: _.-.._.--._, .__,... _ ._._.------_.- _'.-_ --. ____-.__.._..___._.._ ._ __. _._.-. _.._.._._.__.,.._.____._._, _.___.. ___ ___....__ .___ _-..._____ _-__-.-_--__-_r-__... _ __.__.__. _ __AAAA ,._ ._._..__..v.._.-,_-,.. ._.,_.._._...__._._...._.._._.._. _._...-.__---._,._� _._...----_-_.-._ -- _ �- _-_1_-1______1._ _______�_ ._ _. _ _ _ _ _ - - -- .....,.______.,_._...,.-_. ,_.,._ -.-.-_-_..__-..__,_..._..-_.......-... ....._-.---..-_-_--:----_ _-_._ __.____. _ _-________ _ ._ _,__ ._._ _ ---- ----_-- ----------------------- llI,_. „-1_._-_,____ _.._ i.__,._-- -- ..._.__ r--_._.. .-_.__.__._..._,-... ._ ,--__-_-..__...__._._,._:___. ___ _.. 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RUQ\ 250\ \ - - _ - - --_v -~ --= - _ -- ---- s©Ie i_ ------ ----------------7--------------- I'l--__ ===-_- _ __-_- - _` --------- - - -- \ `\\ ` 11 ", / \ - I"V - _ _ _- __ - - -t` - - `tet < - - - -- - --- `:~ `\ _ _ / -- - - _ = I_I\ j - ___ \ - _ - - _ ____ - - _ - _ \ \ \ - - i = - 6Q - - -_ _ � _ . -1. / Sheet No. 1 I! f i _V } ? 1 ....� i t \ 1`� \. f I 1 l \�r fs t l\. I \ \ \ ', . . \ \ Y`. .� - � ,_ \~ .- .A •M'J4�A.,A�'..A.An'w 11 . x _ `tinJ.,A.�..�: .nlw «- n` \ \ \ TT �+ u �+m ry� C9 9F 21 50 0 50 100 150 q- Ra 11 TE SI KT DIS 1 1V � � a�ILE Elie No. Soale: 1"-50' �� SCALE: 1„=5(i' HORIZONTAL, 1"=1Q' VERTICAL, 1J° .�J� �1 ISSEWt ili42� AB 5„ 5"5-'--- - 0 46§ X 47 1---�----- . / \45 Z .,� \ �, s .. ���f 1� �• l 52.0` j � ,/ `� r 1" /ry%j%% / r / .. \ ,` � \ 1 ` l fi tlll (, i J �` I ��'l ` i I �6_ ! �X z I1 ! / 1 / ! / j, \ i 48 1 /.. 37- X/ l ! I l i 0. . I . I X 81 2: i �X d` l� 1Q��, j Ut r / / / ,�/ .%//i/� / ,i _ •, ' 1 i ' I ;, 'I ! 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" ,,.. ->:: l '�. >., e . 1 ! • .. ,r ,,,. -, . r- / 4 45— ( I � i �'�? / i / .� � i i � dal 4.1 % )n nnn eF i ,,. /.7 52- do42 A.4CD20,59SF 045 640 05 630 21+50 PVI STA. 10+14.56 21+00 20+50 20+00 19+50 19+00 1«+b« /o -f"» 11'`~ — LO 0\ CO CO 650 045 640 05 630 21+50 PVI STA. 10+14.56 21+00 20+50 20+00 19+50 19+00 1«+b« /o -f"» 11'`~ — AIR RELEASE VALVE Not To Scale PLACE 5' GALVANIZED " WITNESS " POST WI FH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. ¢ x FINISHED GRADE L b bt5 (-40.0` \ ( \\ \ ADJUSTABLE VALVE BOX W/ UD i z - u F'66�. 67- 66 16+00 16+50 17+00 17+50 670 mo 0 f1 655 650 645 640 635 M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE Z' a 2'x 2' BEARING AREA, THRUST BLOCK Q a d Q Q . Q ' a a / FOR ALL BENDS TVD TUDT TQ T RT 00 V I141 PI -11 APPA Not To Scale 451 FIT L 2 , � e 1 VOL. TEE AND PLUGS FOR TEE OR WYE FITTINGS - WIDEN TRENCH TO �r TVD TUDT TQ T RT 00 V I141 PI -11 APPA Not To Scale 451 FIT L 2 , � 01 1 VOL. TEE AND PLUGS FOR TEE OR WYE FITTINGS - WIDEN TRENCH TO CU.YD. (FEET) ACCOMMODATE BEND LUBRICATE ALL THREADS ANCHOR IF L H I T REQUIRED. H T BEDDING AS REQUIRED 2.50 M 3.01 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND LUBRICATE ALL THREADS L H I T L H T 90 2.50 2.50 3.01 0.24 M.J. FITTING 2" PIPE SLOPED 4" & 6- 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2,00 2.25 2.50 0.15 /a BEND 11 1/4 1.50 2.00 2.50 1 0.10 WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG 90 3.66 3.16 3.21 0.48 (TYPE "A") 8 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0 26 0.13 3.16 2-91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12-1 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1,83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. 2. USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF TYPICAL GATE VALVE ALL THRUST BLOCKS. NTS CONCRETE THRUST BLOCKS FIG. W-5 NTS FIG. W-3 TD -9 TD -3 TYPICAL GATE VALVE 5 CONCRETE THRUST BLOCKS _---------- -------.__...._-----------------------------------------------......_.-.--------------------- -- - .._.............. - - -- - C 3 Not To Scale C Not To Scale --- 4" DIAMETEI AND VALVE WATER ON-LINE (TYPE "B") TYP. FIRE HYDRANT ASSEMBLY Not To Scale .J. PLUG NTS FIG. W-8 TD -19 TYPICAL BLLOM-OFF ASSEMBLY Not To Scale + I MIPRESSIONx 3/4. MALE PIPE COUPLING PPROVED EQUAL op v J SHIMP L'c. o.45183 1-a w� NA t" TYPE "tf" -.- SCFE COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. TEE 0 (D o NOTE: NO SKATED FITTINGS 2' DUAL SERVICE R i" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL T PE "K" SOFT' COPPER CD FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE; 1) SADDLES SHALL DE USE) ON PVC PIPE F ^^ ^ TYPICAL SERVICE LATERAL INSTALLATION (5%8" & 1" METERS) NTS FIG. W -6A TD -10 TYPICAL SERVICE LATERAL INSTALLATION �� Not To Scale VARIABLE WIDTH ACSA WATER EASEMENT (TYP.) p D p D 12" MIN SP/ C1NG D D . p . D D D B p P V, 4 L 4 D _ R /W METER A% TEE - - i1VTY 11 11 q 1"x1" TEE AND BALL VALVE ,TO ALLOW DOUBLE TAP GG -6 (TYP.) /�_ ( 8 TYPICAL WATER METER DETAIL --------------------------------------------------------------- ----------------------------------------------- -----------------------------_---------------- - --- -----------------------------------..-..--------------------------------------- C13 Scale: 1"=10' VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE v or BRASS NIPPLE AND CAP i LUBRICATE ALL THREADS THRUST BLOCK --- METER BOX (SEE FIG, W-7) VALVE BOX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS /a BEND PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD -19 TYPICAL BLLOM-OFF ASSEMBLY Not To Scale + I MIPRESSIONx 3/4. MALE PIPE COUPLING PPROVED EQUAL op v J SHIMP L'c. o.45183 1-a w� NA t" TYPE "tf" -.- SCFE COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. TEE 0 (D o NOTE: NO SKATED FITTINGS 2' DUAL SERVICE R i" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL T PE "K" SOFT' COPPER CD FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE; 1) SADDLES SHALL DE USE) ON PVC PIPE F ^^ ^ TYPICAL SERVICE LATERAL INSTALLATION (5%8" & 1" METERS) NTS FIG. W -6A TD -10 TYPICAL SERVICE LATERAL INSTALLATION �� Not To Scale VARIABLE WIDTH ACSA WATER EASEMENT (TYP.) p D p D 12" MIN SP/ C1NG D D . p . D D D B p P V, 4 L 4 D _ R /W METER A% TEE - - i1VTY 11 11 q 1"x1" TEE AND BALL VALVE ,TO ALLOW DOUBLE TAP GG -6 (TYP.) /�_ ( 8 TYPICAL WATER METER DETAIL --------------------------------------------------------------- ----------------------------------------------- -----------------------------_---------------- - --- -----------------------------------..-..--------------------------------------- C13 Scale: 1"=10' 1 ` I PROPERT 3 STREAM \ f { ' i 1 ! 1 ( 30' RWSA SAN ESMT D.B. 815 P. 55 rl 12 1 EX. 16" RWSA ' / DIP SAN. MAIN f� i a � X _ •=247.7 LF 8„ SAN SE N. / ! \,\ _. STREAM /r / / :�",j� / /' y- 's s... �F y ��. - E/ ! / I 1 ` �. \ �\\ \ � \ •. � 009 _ „ :.... _ 969 _ \ T ,/ �' '` �- _ _'� v'�\ _. = :'-.�" -, _ -,�'` �`�'"'.,,�;,�s_. \ ', y 1. \ " . \� \ \\ ..`� _. —.__. __ _ __ _ _ � !r-- =-�'% // �, ^!:7 t 1.»,� /�,•f-s�•// / � / �4, 5\ y r / ::. - --- r'J`/ " ../ , _ 1, iAT/ _100, STREAM {��."y•/„ BUFFER ;x , ,3 fit:. INTERNALE.,:;` OP 1 / 595 - \ \\ \ 1' ii00 if9"„ ! DRr :: s s s s 5 s ; 's 5 s 5 ; ; �— ....-- .--- .... _.. __. __ `_•,. ` �\ i � � %..;.s � %L..; %i... s „ , ' / ,\o�• ;$ r,,, „_ ;„ f,,. - \ \ \ \ -\ \ \-\ \ /`"_ ,\\�\ Af•,,,; t1 , �,"�.s l'T?'• � E I �� � � 7 r ® -- '!t l \ / 7 I i I i I NEW 24 ACSA ✓' '�' "'z' ��- e \ NN, \ l \ �\ - - \\ \ -, -' 1 ! rl y , / EASEMENT ,,,. ;_,..; ,,,,,, // _ -\ �' \ \\ _ _ - - _ — — \ � \ SANITARY ;, € i € \ \ \ ` \ $' `S4 _ PRESERVED 4 \, \ / �W eR _ SLOPES FLOODPLAIN \9�\\ \\ \\, /" \\\` \```� ..s "`.::..^: ``.tiS.\\'s.r. SEE RWSA SEWE O \ \\ \ \ \ \ - - - / - \,\ m` a.' \ ' , a., ,;\ 5 .�� \ \ \ ;.,. \ \ / \ \ \ f \ \ \ `\ \ NEW 20' ACSA / \ \�,^ ! \ O EX. 15 RWSA CONNECTION NOTES, - — _ / €, \ '. \ ''\ \ \\\\= .1 DIP;` SAN. MAIN THIS SHEET\` `. •.\� \\\ \ SAIt�TARY EASEMENk \ �x\ WATERTIGHT J \ \ \ , r'\;.. FRAME & COVER\\\ .�\ . \ x �' �- \ \ \ \ ` \ ,\ki \\ \ \'\�\ \\I } 40 0 40 80 120 " \ \ \ Scale: 1"=410' 1 % \ \ _ \ ` - _.._ \ \ \ \\ �r , o_a`'f 1 SANITARY SEWER CONNECTION PLAN C 14 Scale: 1 "=40' Rivanna Water & Sewer Authority (RWSA) Sanitary Sewer Connection Notes 1. All connections to RWSA to RWSA manholes shall be watertight and made with a flexible rubber boot. 2. All coring methods, the coring contractor and all materials for construction shall be approved by RWSA in writing prior to construction. 3. RWSA Engineering Staff shall be present for all cores into the manholes. Contact RWSA Engineering a minimum of 3 business days in advance to schedule a core of a manhole. 4. Bypass pumping may be required at the sole discretion of RWSA staff. 5. Grouting of the manhole bench or interior may be required, at the sole discretion of RWSA staff, for a smooth transition of flow. 6. Existing manholes shall be backfilled to original grade t0 the satisfaction of RWSA. FINISHED GRADE . TTI �� [l i�l T; IITI�LC=�-�Lzl: rT=T1 T=1T1� I�r=-1� r1T1=7 Fr= TRENCH 4' (REDUCER a X 44 +-2500 P.S.I. CONCRETE THRUST BLOCK ---------- ------ UNDISTURBED SOIL e B 18" MN. PROFILE VIEW UNDISTURBED SOIL EDGE °4' MIN. --- OF TRENCH------------- a REDUCER 8" MIN. G 4. 4 Q a 2500 P,S.i. CONCRETE THRUST BLOCK— 87 MIN. UNDISTURBED SOIL — EDGE OF TRENCH a i24" MN. - NOTES: PLAN VIEW NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK N TS FIG. W -3D TD -7 14 1/2" COVER LIFT NOTCH 12 1/2" 12 3,/8" 1800 - S (2) CORED 1 5/8" Yv PICKBARS [5mm].2400[41 mm] • (4) 1" (25mm) DIA HOLES t 1/8" (29mm) DIA BOSS [6mm [13mm1/2] .63 DIA. STAINLESS STEEL ROD CAST (IRON LID --- 18" METER BOX ti 1� II ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51mm) LETTERS 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME do COVER. (2) NUT HX JAM 5/8-11 ZN T V Q 6" PIPE SLOT 6" EXTENSION (RECESSED FLUSH) 42) RT))5R SHO PART# 00193585 NOTES: LOCK LUG ASSEMBLY (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. 1" BOXES (5/8"-1" METERS) NTS ("1 FIG. W-7 (25mm] CLOSED PICKHOLES 1 1/2" [38mm] z 0 - I _n L7 �SE Cf9 M IU Q (2) CORED -1 y T CII PICKBARS 1 1/8" (29mm) DIA BOSS 1 1 /2" M 27 1/2- DIA [699mm] 26 1/4" DIA [38mm] 7„ it i [667mm] [178mm] 1 1/2" 90 26" DIA [660mm] [38mm] 24" DIA I NEOPRENE GASKET [79mm] < � I 1' 28 7/16" DIA ( [722mm] 'I 5/8" [16mm] 23" DIA [584m •-� 36" DIA 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION 14 1/2" COVER LIFT NOTCH 12 1/2" 12 3,/8" 1800 - S (2) CORED 1 5/8" Yv PICKBARS [5mm].2400[41 mm] • WATER t 1/8" (29mm) DIA BOSS [6mm [13mm1/2] .63 DIA. STAINLESS STEEL ROD CAST (IRON LID --- 18" METER BOX ti 1� II NOTES: �k 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME do COVER. (2) NUT HX JAM 5/8-11 ZN 18" PART# 00981228 6" PIPE SLOT 6" EXTENSION (2 PLACES) 42) RT))5R SHO PART# 00193585 NOTES: LOCK LUG ASSEMBLY (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 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES - 10'L 10`t� 5' 10' 5 WATER SEWER 3 � P LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD -1 (4) 1' (25mm) DIA HOLES ON 32 314' (634mm) PIA BOLT CIRCLE. 2" (51 mm) LETTERS (RECESSED FLUSH) 28mm 27 1/2" DIA [699mm] 25 1/4" DIA '`-- [667mm] --`-� 24" DIA ['06mm] 28 7/16" DIA [722mm] 36" DIA [914mm] FRAME SECTION 1 1/2" [38mm] 7" [178rnm] 5/8" 116mm] 0 26" [560mm] 1 1/2" 13/16" j- [38mm] [20mm] 11 3 1/8" J 1j2" (79mm] 13mm]0 22 13/16" [579mm] o 25" [635mm] — O.D. OF GKT GROOVE I] SECTION VIEW 1/4" (6mm) DIA 4 CAM BOLT NEOPRENE GASKET SEE DETAIL (2) (2) WSHR 1/16 X 5/8 X 1 1/2 1800 - S (2) CORED 1 5/8" Yv PICKBARS [5mm].2400[41 mm] • RUBBER PART# 00981045 (2) BLT HEX 5/8-11X3 1/2 SS PARTI 00981250 t 1/8" (29mm) DIA BOSS [6mm [13mm1/2] .63 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 ID 1.50 OD SS PART# 00981318 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL ZN NYLK NOTES: PART# 00981284-17 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME do COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES NTH LOCKING LUGS OR SIMIUAR ASSEMBLY. LOCK LUG TYPICAL WATERTIGHT 42) RT))5R SHO PART# 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S -I -E TD -32 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL * STABLE SOIL INITIAL BACKFILL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNSTA SOIL BEDDING B STONE UNDER—CUT CONDITION ,L BACKFILL ILL AS BY ACSA ! STONE 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 TD -2 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 — 3/4" DIA SOIL (TYP) ALL—THREAD ROD - —WATER MAIN U = 0 VALVE i A UNDISTURBED EARTH PLAN s' CLASS A-3 CONCRETE 4 MIN EGA -LUG :r..' 1sn MIN 18' ELEVATION UNDISTURBED EAR 24" TRENCH 24" MIN WIDTH MIN I SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W -3C TD -6 r SHIMP > L jc/ .45183 iia w SSIONAL V:OAS 635 ------ - -------- --- - - -- ----- -- -- - ....... .... ................... ............... 630 ­­­ ..................... .................... .......................... ................ ....... ... .................... 625 .......... ............................. 11 .............. .................... 620 .............. .......... ........... . . .... . .......... . . . . .... * .. ....... . -1 ........... I ......................... 615 ............ I ........................ ­­ ................................. ... ... .............................. .............................. ............. 610 ..... ....... .. ................................ ........... ­_ ............... - - --- --- - -- - ---- --- --------- ---------- -- - - -- ......... . -1 ­­., 1.11, ........... ­­ .......................... 605 ­­ ............. ­­­­ ­ ............................................ -- ---- -- -- -- -- ­­- -- - . . .... ­ ................. ............. ---------- 600 ........... ­­­ ............. ............. .. ........ ............................. .......... ... ............ .................. 595 ........... ..... ...... .................. ........ . ...... .. ............. ............................. ............ ............... ................... ......... ..... ................... ........................ 590 .................. ---- -------- -- .... . ... .. ................ ........ ........ t"a + cc) CN 650 ............. .......... .................... .............. ............ .......... ..................... 9� .. ........ ........... ..................... .......... .......... .......... ......................... ........... ..... .... - - ---------- .. . ..... .. . ..... . ....... . .. . .... ... .............................................................. 650 . . ........ .... 585 .......... ........ .... .. ............. 580 ........ ....... ............... ........ .......................... ------------ _ ------------- ........................... . .............. . .............. ..—PROPOSED... ........... ....................... ................ ... . .. ........ 575 -- -1 .. ....... ............... . .......... ........... GRADE .......... .......... j;­­ Cw) .................. 645 ........... ------------------ ........... . ................. .................... w 00 . ....... ............. .......................... ................. . ....... ................................. 570 Ln- Ln-- ...................... ............................. ............ ...... . . ..... .... ............... ........... ........... Ql__ cr .............. 675 .............. .................. ...... ... ..... ............................. ........... 565 ­ .. ............ .. — . .......... ­ -- - -------- ........ ­..... ................. I ............... I ................. 560 ............... .................. CxD 19+50 FRAME & COVER (SEE FIG. S—I—D,E) STREET SURFACE OR NON—PAVED AREA SLOPED AREA l'—O" MAX 2'— 0 RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M,H. 5" 4 �_O FROM INLET TO OUTLET �j SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE ---- VARIES ON CRE TE V A R' ES FILLETS CHANNEL TO BE _4�1 3/4 DIAMETER OF GONTFdBUTING SEWER. 12" A FILLETED INVERT FOR A SM001TH TRANSITION OF FLOW BETWEEN LL B rl INLET & OUTLET PIPE SHALL BE vim F., , F r)n PROVIDEO. MIN. 6" REDDING NOTE W1 N 0. 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 12" ................ ........... ... . .... .. ..... ......... ............... ............. ............... .. .................. . . ... ... ..... ........... ............... .......... .......... ............................... ......................... ............................... ................. . ........... ......... ............. ................................................. ......... ......... ................. . ........ ... ... ........ .......... . .. . ...... . .. . .. ............. .............. 'PROPOSED .......... ...................... ................ ----------­-- .............................. ......... ... ............. ................... ........... ............ _-_- ------ .............. " - - --- - --- ----- - ---- - ------ ........................ ............. ............ ...... ........ ..... ....... ... .. .......... .................................. ............. .................. GRADE ........... ...................... I ..................................... ......... .. . ..... .. .......... . . ...... ...... .... , .................................. .. . . . . ....... --------------------------- ..... ------ ....... ...... ........................................... m .......................... ............................ ........... ..................... ............... ............. .................. ........... .............. . .. . ...... .................... ......................... . ............... ------- --- . ... ........ ... . ........ . . ...... . ......... ... ............. ........... .................................. ...................... .............. .. I ................... ....................................... ............... .......... .......... ................. ................. ................ ... ........ .. ....... ... . .............. ...................................................... ................... .............. . ............ ...... ..... .............. .......................................... ................................................ ............. ................ ................. .......... ....... ..................................................................... ............. .................. .................. .................. ........... .................. .................... ..... ............ ............... .. ............ ............ ......................................... C) , 3 1 I'll, I ­ I— *** I "I I ** __ -11'..'..1.1 ........................... ........... .. ........... ............. ........................... ­­ .................... ...................... V.) .......... ........... ............ .......... ........... ........... ... ............ .................. ............................. 0 F-- ........... ........................... ........... .............. ............ ................ ........... ................... ........................ .......... ............................ ----- --- ---- ............ ..................... ................. .................. ­ ................................................................... ............. ........... ................ . .. . .............. -11X D. 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN 2 11 BRANCH FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL' ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE Li _j CONNECTION " BOOT INSTALLED TYPICAL MANHOLE �PLAN SHOWING BRANCH TIE - IN NTS FIG. S—I—B TD -27 SCALE: 1"=20' Horizontal, 1"=10' Vertical . .......... ........................ ...... . .. .. . ...................................... 24+50 25 -FOO SCALE: I"=20' Horizontal, C=10' Vertical 680 ......... ... . . . ... .. ....... ....... ..... ..... .......... ..................................... .......... .......... ................... ....... ....... .. . . .. . ..... ................... ............... . .... ... . . ..... . ... .......... . . . .... .. . ...... .... ... ......... .... ......... .... _ ................................... ..... ....... .................................... ...................... .......... ................. .......... ............ ................... ............ ............ .......... ..................... 655 - -- ------ - - ....... ... ........ ... .......... ..................... .............. ..................... ...................... ...... . ... ............ .......... .......... ................ .......... ............ ......................................... -----------............ ............... ........... ....................... .......... 655 ............ ........... .......... .......... ... ............ ............ .......... ............ . ......... ............ ................... ....... ... ............ .................. .... 680 ........ .. . ...... .... ............ ... .. .. ............................. ............ ............... ................... ......... ..... ................... ........................ .................. .......... ................ .................... ..................... .............. .... . ... .. ................ .............. ............... .............. . ........... ........... cc) CN 650 ............. .......... .................... .............. ............ .......... ..................... 9� .. ........ ........... ..................... .......... .......... .......... ......................... ........... ..... .... - - ---------- .. . ..... .. . ..... . ....... . .. . .... ... .............................................................. 650 ........... .......... .......... . ....... .............. .... .............. .... . ...... ............................... .... ............ ....... ....................................... .... ..... ............... ........ ................ ...................... ........ ............ . ........................... . .............. . .............. ..—PROPOSED... ........... ....................... ......... . .. ....... ............... . .......... ........... GRADE .......... .......... .......... ................... ............... ............................. ............. — ------- ................ . .................. 645 ........... ------------------ ........... . ................. .................... w 00 . ....... ............. .......................... ......................... ..................................... . ....... . ............ . .. . . ............. . . ................................ EXISTING GRADE ........... . .......... .... ............................. ............ ...... . . ..... .... ............... ........... ........... Ql__ cr .............. 675 .............. .................. ...... ... ..... �CXCL . ..... ........ ............... ... .......................... .... ...... .. . ...................... . .. ............. ............. ............. .................. .......... ............... EXISTING .. .............. ... ... ..... .................... CxD C) ------ ............... .................. .............. . .............. GRADE .............. Ln 640 ............ ..................... . — .... ...... ................ ... . ...... . ... .. .............. .............. i - --- ­ ----- - ........... ..... .................. .......... MAX ­1265 'N 640 ........... .......... ................. .... ........ ­­ .......... ­­­ . . ................. ..... ........................ ...... . ...... .. ........ ............................. .................. ................ . ........... .................. .............. ............. ........... ............... .......... .................. .... ...... . COVER 670 .............. .......... .......... .......... ............ .. . .­ ....... .... ­ MAX 121 ........................ ............... ................ .. .......... ............... .. .... ..... 635 ........................................ .......... .. .... .... .......... ...... ........... ................... ............... ............... ........................................ .. . ..... . .. ......................... . ...................... ............... COVER .......... .......... . ................... . . ... ... .. .. ..... ................... .... .. ...... . . . ..... ....... ... . . .......... ..... ...................................... .. . 635 ",E) O'C', ......... ........ I- CD 4 ED .... ...... ............ ­­ ­_ ............. ................. . .. ...... . ......... .......... ...... . ........... ... . . .. ...... . .. ..... ..... ......... .... .. ........ ....... ........... ............ . .................... I ................. _D Af, -11 .......... .......... ... ................ ... .......... .. ........... ................ ............ .......... MAX 12 7� 3 6 LF 8" SDR�26 @ 1;647o ....................... - - --------------- ------- ---- - - Ic 630 630 ............. . .... .......... ............... ............... ................... .......................... ..................... ....... .... ................ .......... ....................... .............. ........... ------------ ­ . . .. .. ........... ........... .......... ........... ..... ............... . ..... ........... ... ........... ......................... .... . .................... .................... ... ... ........... . ... .. ................ .. .............. .............. .......... ............ .. ......... . . momm ............ ........................... .................................... .......... .. ..... ..... ............. ...... .. .. ................... -............ .................. ­ ............ > .................................... ............... .......... ... . ... .... ............... . ............ b co ............. .... . ..... .. 0 co 1-0 iI .......... ...................... ..... .......... ........... ---------------- .................. -------------- --------------- . ...... ­­- 625 625 __-j 11� __ ­­­ � .................. .......................... ­ . ........ .......... . . ........ .......... ................. .......... ...... ...... ............. < c, Ln M ............ ........ ............. ---GRADE-- DR_:' 4;05% t�i . ....... .............. ­ ..... ............... .......... ............ --- . ............... ........... .... ....... .................... .......... .. .... .. ........... ... ... .. 81331 .............. ... . . ... ... . ..... ..... ............ ........... . .... 620 ............... .......... ..... ...... . .......... => ..................... ................ ................... .... ........ ........................ ........... ...................... ............. ........................ ....................... ......................... ............ ........ .. - - ---- _ ...................... .......... ................................. ........................ .......... .............................................. ----- ------- - - --- - ----- --- .......... ................... ...................... ................ ................. ............... .......................... ­ ............... ........... ........... ........................... ................................................................ ............ ....................................... ............. ____ ........................ ............ ­.._ .......... ................ ................ ----------- ......... .. .................. ............. ................................. . ..... ...................... ................... ............ ......... ........... ..................... . ........... ..... . . ... .................................... ................. ........... 00 . .......... ............ ........................ ......................... . . ............................... ..................... ...... ........... ......... . .................. ­­ ........................ .......... ................ ... ..... .. .. . ............ . .......... ................................... ­ ............ ................ ................ --------- --- ----­---­ ........... . . . .... ... .... .................. . .......... ........................ ...... . .. .. . ...................................... 24+50 25 -FOO SCALE: I"=20' Horizontal, C=10' Vertical 680 ... . .... 680 ........ .. . ...... . .... ............................. ................... ........................ ... ... ...... ..... .... ...... .. ................ ............. ............. . ..... ....................... ........... I ........... .. Ch .. ........... ............................. . ....... .............. .... .......... . ........... ............. ... ......... . .......... 675 .. .. ............ . .......... ................ ............. — ------- ................ . .................. .......... .......... .......... ..... ........... .................. ... . ....... . ............ . .. . . ............. . . ................................ EXISTING GRADE ........... . .......... .... ............................. ............ ...... . . ..... .... .......... ... ... . ........................ ---------------------- Cf) 675 .... .... ......... ... . CxD C) ------ ................ ..... ........... . — .... ...... ........... ........... ............. ............. ............ .......... ................. ! 670 .............. ...... .... EXISTING .......... " ................... ...... ............... ..... .. . .......... .......... _ .................. 670 ",E) O'C', I _D Af, -11 ............... .... .............. ....... .. ........... COVER— _j L'i Lij ........... ..... ............... . ..... ...... ..................... ........... ......................... .... . .................... .................... .... . .. ................ .. .. ......... . . momm ............ ........................... .................. ..... ..... ... ............. ........... ............. .. ............ 665 665 ---GRADE-- ................ ..... .............. . ............... ........... .... ....... .................... .......... .. .... .. ........... ... ... .. ...... ...... ..... .......... ... ... ...... ... ........... ... . .. .......... .......... MAX 12.9' .............. .. .. .......... .......... ... .......... ............. C�l ..................... . ..... . ...... ..... ... . . .... .... .. .. ... . ....... . . ... . . . ..... .......... . ..... ....... ........ ... ......................................... ..... ............. ........ COVER .................................... ................. ........... 00 .......... cc co ............. . . .................... ........... ... . .. ... .. ............... .................. ... ............... .... ........................................ ... ............... -to- 660 660 .............. .... ........ ... ....... . . .......... .. . ... .. .............. --MAX--1-2-.4' COVER 1) 07% ................ .... ........... I I ­ 0 1 Ir .......................... .............. .......... .................. ............. ............ ... . ....... .... .. ................. U �4 Uj . ......... .... ..... ........ .. ......... ... ................ .................. .... ...... to .. ........ .......... ...... ....... ................... 655 — ................ ................. Po ....... .... ............. ........................ .......... ................. ........... i ....... . ...... .. . . .. ...... .. ............................. .. i ............. ....................... ..... 655 ...... .... ............. .............. .................... -4- CD .................... ............ I ........... .......... .. .......... . ... .... ............. ............ .. .. .. ...... ........... .......... . + .......... 00 ..... .................................. ............ ....... ...... .... . ......... . ...... .. .. 12" . . . . ....... in ....... . . . . ...... .......... ... ......... i ............... 650 — — ----- C-0 M LO N_�, 10 650 ................. .......... . . . ......... SEPARATION— .................. ........... — CD CK) I- . .. .... ................ ................ ... ........... Mft -3V ............. .......... .... ..... ....... .................. .......... .......... COVER ............. I . ...... . ....... . ... ........ ..... ..... .......... ............... "t LLJ L_ __ �4 ......... .... .. ........ ...... .... .. .. .... ... . ...... ................. .... .. .......... ... ....... .. . ... . ...... .................... .. ........ 01 LLJ �b 645 645 ............ ------ ----- M �Ln ................ . ... ....... tn...... . . . ... ..... . ........ . .. .. ....... .............. ... ............. . ... ........ .. . ...... uj .. .... ....... . a, ............................... . 6� Lei 60 .......... ..... .. ..... ............... . . .......... ...... .... ........... 640 640 MAX 1245' . . . ........ ........... f- CD LO . ................. ....... ... ......... ............... ............... ------- ----- ------- ........... ........... .......... ............ i COVER C-3 CD r_L� Ln ............. ............ ..... ......... ... ...... ......... ........... ..... ..... . .. ...... ....... . ...... ........ .. ................. .......... . .. .............. .......... .................. ............ ................................... ........... ................ .............. ............. ........... 635 �,Q ('0 Lu ............... ------- ............ .......................... 635 D_ .......... ................ . ............. ............ .... M.1-11.1 T, .. .... ...... .............................. ............ ... .......... .............. ............................. SEPARATION ........... .................. . ..... .. ......... ... ....................... .......... ...... .. .. ................... ..... . ............. ............... . . .... .. . ...... .. ........... ............................ .... ........... ............ -We:: a- `t_ LJ ....... .. .. ........ ............ ................ ........... ............... 630 630 c-4 ELI....... .. ......... . ..... ........... . ... ... ..... .. . .. ........... .............. ............ . ............... ....... ... ... ... . . . ..... ..... . ..... ............ . ... . .. ........ .. . ........... 625 625 .......... ... ........ .. ........... — ... .......... ....... .... . ................... ................ . ...... . . ....... ......... .. ....... ..... ------------- --- ---- — --------- -- - -- ----- ............ .............. . .. .. ................ ................... ........... .......... .... ................ .. . . ....... .......... ........................ ...... SANtTARY SEWER PROME: SAN W -t2 SCALE: C=20' Horizontal, t"=10' Vertical 650 _._...._.._._.._.._......._ __......._............................................................... ........._............................_......................................_. ................... ....................................._...................................................,..._..........................................................._...................._................._................................................................._._........._............................................_.............._.........................._.... .........................._._......1......._.................................. .......................................................................................................................1............................................ _ ....... ............... ...._.-..................._--__.........._..................i...................... ............................_........................_.............................._......_..................... -..................._...................................................._........... __ ..................... _.. .............I................................... ._._.......... .. - . 1 . ............................................................ _ ..._. _ 99 ..._. .. i.... l ..... ... .. ..._ ................. 1 ... ..... ...... i ..... 9A _ ........... ...-..............._......................................................................... _..................................................................... _-----..-...__.._..........._... _......._......_._..............s............__....._.............. ._.................... ._..... -....._......................__........._.._............_........... Io ( ..................................... 665...__._._......._.........._ I ... ... ..... 645 l . ° M - _ _ _. z5 EXISTING, ... o _ _. _._ _ - �.... . ... - - - .._.... ---.................... .................................... ..................__....................... ............ ........................ M GRADE w ..................... CU ....................................-,...................................1. .................................................. ............... ..................................... _ ---......... ---...... .,w. .... -........................... .......:............................................ _ - ---------; ............... .............................................................. ......._................................._...._..................................._ �._. I ._. «a ... �+ .. 640 ....__.. 9 .................... a.. ............................................................ i!�............ CD ............... _..._.................................................. ........................... _._..__._..................................... .I ............... ........... ' .... .. ...... .... . ..... ,, ... 4 ( - . _. 635 _ ._.._......... - .......__._...__..__--. .. .. ... .. .................................. ......................�_..__._...... _... PROPOSED ,._ ... ... .. ............._..................._........_.. .. GRADE .............................. 1 . . 1 ......................... l ... ... I. .-. MIN �2 .... _ _ gg - 630 MAX 1.�. T._ ... SEPARATION 1 ... co --- ---------------------- ...- --- _ 1 COVER ._...... 1 _... i. ... 7 LF 8 ..SDR 26 C� 1 18% 17 ...... M .. .... 625 .. -. .. .. N ..- .. rnr _ acv ... 0000 I Imo.. _. .__.... ...._ ......, .... - acv �o ctI _....ILL .... ... ... .... n _ _. . ... .._ .... �.rc 640 __........._ s moo. _ J. LII II II 11 I.._. .. �11N.....�8"......................�.......................................................... . ... SEPARATION...................._.__....._.................................... L.. l.6 Ca . _.._. IM z z.. ....-... - z z �.. ._- _ -_ ....................... 620 i.... 635 ...... �- - .._. d _.? ............... .._ I - I....... s_ 615_ I....... 10+00 .. .._.,..._..... 10+50 .. . 11+00 11+50 ..............._.............. 12+00 675- _._...._.._._.._.._......._ __......._............................................................... ........._............................_......................................_. __._............._...__._.._.._............_.. _.................... _..._._.__............._........ ...................................... _...._.._......_._................................ ........._._-__...__........_.....__. .......................... ................._..._.._.._......_..........._...... .................. s.._ ................. 670 .... ........................................ ................................... ................. ................_........... ........... ................ ........................................................ .............................. _............. --..........._...... ....__......... ................ .............................. .............. ..._............_._._.................. _........... _.... _.............. _.. ......... ......... ._............._.._......__......._._...._ ............................... ....__.._.................. _........................................ ._.......................... ........... ...-..............._......................................................................... _..................................................................... _-----..-...__.._..........._... _......._......_._..............s............__....._.............. ._.................... ._..... -....._......................__........._.._............_........... _.......... _ ..... _. _ _---- .......... ..................................... 665...__._._......._.........._ .......... .................... ...._............................. ......... .........._............... .............._............._._................... ........................_....__................ ...... ......_................. ..._........._............... ......................... . ........... ._................. ......................... ....__................................ _...._....._..................... ._........._._.........._......_........................... ---..... _.......... _............ _ .... ............ _ _..... _. 660 ........................................ .............. ..............-----.......... ............_..................... ......... _.......... ...................................... ......................... .................................. - - - .._.... ---.................... .................................... ..................__....................... ............ ........................ ......_._..._................. _....._..............................................................l........................................................ .......................... .;......................_._........ ......................... ....__........................ _......._............ ............. ................ ............. 655 ..........___... ....................................-,...................................1. .................................................. ............... ..................................... _ ---......... ---...... .................................. _....._.._.._..._......_._..._......._... ...................... -........................... .......:............................................ _ - ---------; ............... .............................................................. ......._................................._...._..................................._ . ... _....................................................................................... 9 .................... ............................................................ ..............._....................._..........._.......... ......................._ ............... _..._.................................................. ........................... _._..__._..................................... .I ............... ........... n........................._......................................_................_.......__.._.........._... 650._-------- --------------- ._...__._...------------------- _.......................... ............... ....._.._........... �� _ ._.._......... - .......__._...__..__--. ----.---.._ ......._ . .. ........?....._ .................................. ......................�_..__._...... ... .......... .................r . i _. .................. ... .' ............._..................._........_.. .. ...+.................................................... .............................. ......................... . .T�................................1.....�..............___._.....:...-.. _.............. --.._._.............._..................... 645 co --- ---------------------- ...- --- _ ---- ._...... . ............. .-_..-__.. ...... n._........................._...._.._......-.............;........._...._......................................._ o 640 __........._ ..........} ................................................................................................................................................. M_�. �.....__ __.._........._.__ ... _.....,.._...._..... ................................................................................................................... ....................................._ .. �11N.....�8"......................�.......................................................... . ... SEPARATION...................._.__....._.................................... ..................................... 635 ...... �- - _.._.._...._.... ............... .._ s_ _................._ 26...9....3.16%..._........._. x� ............. o .................... ................. .............................. ............._.._............. ..7'-o ..............._.............. . 0 0 . ....... ....... ..__..........-............._... _..._......._................................ ., .......................................... _........_......................................... .......o?. o......................_._....._..........................._........................._........._............... r4-)-.r0�..............._........._........................� .rr7.........................._............_.............._. N so. K)..........................._........................................................._....__.._..._..._............_.._..._....._..................- 1�r s0 ................................................_..........630 I . .................... .............. ............._. ................................ .._._._.. > .........................._......._...__._.-...�. _.........................................._..._..... o..... > Z ........... 625 - - ................---- --- - - ............................. ._... ...--------._..... - - 16+50 NOTE; MIN, 60' DIAMETER MANHOLE REQUIRED. MN. JI£P 9 Yah -.ARD, 'IA;VHO:.E PVC CaCSS rtCY� USE APPROVED FLEXIBLE RUBBER l �� -^BOOT. 2 0 � o -'� 1 ti SXETED pQ r s,D.l rat;PI;ND p� DROP PIPE \j— PIPE STRAPS .� IS'TAI NLEs- Sif EL` o sPACED EVERY VERTICALLY RESTRAINED BEN, - SEWER INFLUENT PIPE < MAIN SEWER PIPE PLAN PROFILE \ --- MIfd. 5' BEDDING WITH. NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2)FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLEDAT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S -1-C2 TD -30 EMBEDMENT SPRING LINE OF PIPE N0. 68 STONE N O 0) � N N W Q I > V) W 1 J V) Z_ W Q � 0 W J Ct O � N U SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 27Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 X 4 MARKER PLUG END OF MAIN LINESECTION SERVICE LATERAL f�"�V�ARIES WYE—TEE PLAN R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -33 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION --INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF 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 -34 660 ..... .. ...... --- ----'-- --660 __._.... N ........................ _.............. . -__ ................................................................... . N _ ... . ..,.......... ..... ........_.._.................................... .......................... .. a I N/ 655 -- . 660 ........... .. . _......... -- -- -----. .... - c 655 : ............. ............................_............... ................ . . ............ ............................. ........... ... .......................... - _ _ Q ...._. d C ...... 665 ... .... EX1S1(NG ............Nn .... . _. 650 .....CL c7 .:: _ -- PROPOSED GRADE _.... : 650 �,......... GRAM ..... _ _ a _ -: ......... { ........ O -)UC) (D ........ O _.. IX 64 564 .-5 ...................... i... ...... ... ............ ....... ....... .. .............. .. ............ EXISTING .. l _. _.... 0 .--.. ........ ... ................. ................ ...... ♦ ... .................. ¢ ........ ...... ... .... ....... �dIN. fid'' .. .............. ........... ....... ......... - ... 5 .... U _ cn........ ... - _............SEPARATION. o. __............................................ ; 15.055 ( 640 . _ __ ___--.. CO _ _ 640 rn.._.._....... _.... ................. ... _96,0..1.1=`...15....FIDEE............... „ . p � 1:04 .. ......- ......... .. ..........................CD. o ._..._. . I oto - o - ................. n635x�.-- .................... ...... ...............a _.cI o .__._. 635- _._ 1fi.............. Ln ......... _. .... .._..... ................................ Q ZD ....._... _. K 630 ...... ....... ........._...... ...................� -- _.......... ... .............................................. .-..._.. .... -. ...._. .. ....EXISTING g 30 I 1 0+00 o 10+50 ....... .............. z - 1- 1 t0 0 .... ...... _.. a + .. .. .............. .................. . _..-.. ........._....... .... ... .. _. .............. .......... ......_ _........._.... ....... ..............> ........ _...... ...... ... ....... _... ........ ................. - - STORM .. .._ SEATER PROFILE: ENTRANCE CULVERT ('.17 % SCALE: C=20' Horizontal, 1"=10' Vertical SCALE: I"=20' Horizontal, 1"=10' Vertical 675 __._.... N ........................ _.............. . -__ ................................................................... . N _ ... . ..,.......... ..... ........_.._.................................... NJ 640 N/ .... _ ....... 660 ........... .. . _......... -- -- -----. .... - - ................................................................. : > ...... ; :................. .............................. .................................................. . C ...... 665 __ ............Nn .... . _. _..._. 630 . . _.... ..... 2EEEE 625 655+x' _EF=EF� i....... 650 L UC O -)UC) (D O O 07/11/2017 IX CD Scale i... ...... ... ............ ....... ....... .. .............. .. ............ EXISTING .. ...... _. _.... 0 .--.. ........ ... ................. ................ ..... ...... ............. ....... ... ......--. - -.- .. -.--.- O . .. .... .............. C17 OF 21 - ... 670 .... U U 15.055 !co RADE G . ..... -. ..... ...... . CO a- E a o I _ ......_..... _-,...._ ....._..Lodam- ©¢ .. _._ _.. Ln ......... _. .... .._..... ..... .._._.. _. ... .N.. _. ....._... _. 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PROPOSE .. ..... __ _._ � ........__.... --- _....... ...... --- _ . ...._. _ _. ......... .. ..-........ _ ...._ .... ....._ _ ......................... _ _ - ___ .................. 660 CD o... ' I .. ...... ...--.. GRADE ----._.... _. ... _ .._1_.... _..... (( ............. _._.. ...... ....... ....."..... ED R.o._ _.a _. _._ _. ^------ � ; n _ __ ; .._.......... ............ a: _........_...._._ _S_ ..... ............. ................ co 00 QD 1: j GRADE ...._, .. ........_... ..:: SEPARATION ..... — ': # a 0 1 _. .... ?:... _._ _._._....... .._...._..., _._..._.-..... _.. _..-..._... E... _.... _.. .....-... . .- F ....__ .....__. .- .... .___--. _... ...... ....._.. .... ....... .c�am.N•-. ........... ... ....... _........ ........._ _....... _.... ....... _. . .. ......... ... ... _. -. RosED 655 ; :...o. -or .........._. _ _ — --- .. 7r NDP 9 1 a 56 45 :LF 15 HDPE 0 53% -----------.... . GRADEC � K-..,.. 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' .. 5.16%..., Q...... 640 :.... .......... 10+00 ..... .. ........_................ ..._...._......._ 10+50 ...................._........ 11+00 _......... 11+50 _ 12+0012+50 _ 13+00 z . 13+50 14-I-00 o �.>.V........,...._...._... { VVEN LL STM — 6Z,7 7 -LF �4 NQPi NGL... _ > .� . ......... . , i _........ WN zz ` _._... - NI t C I_ I I t Sh (IS -1) z SCALE: I"=20' Horizontal, 1"=10' Vertical 660 655 I.::-- --- 650 645 ........... :............:......... 640 635: BMP:::c: 630 625 z _. 620 .... 615 11 :.................... 610 605 600'...1.0+00 670 - ----- 665 660 ----- 655 ........... �c ;....m.- 650 SCALE: 1"=20' Horizontal, 1"=10' Vertical U e• oncre e n e aping Required on all structures with a 4' or greater drop and Safety Slabs (SL -1) on all structures taller than 12. --------------- 660 655 650 645 640 635 0 �i 0 � 0 f 0 Z N - N W W It I Z Z W . I W d 0 z z a r� N 0 0) N N W > Lj Z W W 0 W J 0 z N 0 I � 0 U J S IMP > ic. 0.45183 �I 1 SroIVAL BMP A 640 N ........................ _.............. . -__ ................................................................... . N ........................................................................................ ........... . ..,.......... ..... ........_.._.................................... NJ 640 N/ NtK3 660 .............................................................. .A ................................................................. - > ...... 630 :................. .............................. .................................................. . C ...... 665 __ ............Nn .... . _. _..._. 630 . . _.... ..... 2EEEE 625 655+x' _EF=EF� 620 650 L UC O -)UC) (D O O 07/11/2017 IX CD Scale i... ...... ... ............ ....... ....... .. .............. .. ............ ..... .. ...... ..,. 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K7 ..:: STORM SEATER PROFILE: STM At A9 - 660 655 I.::-- --- 650 645 ........... :............:......... 640 635: BMP:::c: 630 625 z _. 620 .... 615 11 :.................... 610 605 600'...1.0+00 670 - ----- 665 660 ----- 655 ........... �c ;....m.- 650 SCALE: 1"=20' Horizontal, 1"=10' Vertical U e• oncre e n e aping Required on all structures with a 4' or greater drop and Safety Slabs (SL -1) on all structures taller than 12. --------------- 660 655 650 645 640 635 0 �i 0 � 0 f 0 Z N - N W W It I Z Z W . I W d 0 z z a r� N 0 0) N N W > Lj Z W W 0 W J 0 z N 0 I � 0 U J S IMP > ic. 0.45183 �I 1 SroIVAL � 1_r1111I¢ 1Ln 10+50 11+00 1 1-1-50 12+00 12+50 13+00 13+50 5 STORM SEINER PROFILE:STM Ct-05 ......... ....... ............. ... __.... _..........-_................._ ,......... -.-'............................................................................................... ...................-...._...................................................................-............. - EXISTING._._._..... Gk?ADE -- ..............---.......... -- ..._. ......................... ........... ....... .................... __PROPOSED ......._._ PROGRADE 645 5...... _. . 640 ;._...... .......................................................................... ........................ _.............. . -__ ................................................................... . ........................................................................................ ........... . ..,.......... ..... ........_.._.................................... 640 635 co - �..K,�......._ ..._.......___._......_.....__ _ ___. .:::.:::::::::12+0.... ... .............................................................. . ..........27.7K ................................................................. 670 > . �..�. .... ...... 630 :................. .............................. .................................................. . C 10+00 665 Uj 630 660Uj J ..... 2EEEE 625 655+x' _EF=EF� 620 650 L UC O -)UC) (D O O 07/11/2017 CD Scale Cf C C = C Df O O 0 O O c�ej C17 OF 21 U U U U 15.055 a> r -1-000c) 00 � N N N � C3 — CDn 0 � 1_r1111I¢ 1Ln 10+50 11+00 1 1-1-50 12+00 12+50 13+00 13+50 5 STORM SEINER PROFILE:STM Ct-05 ......... ....... ............. ... __.... _..........-_................._ ,......... -.-'............................................................................................... ...................-...._...................................................................-............. - EXISTING._._._..... Gk?ADE -- ..............---.......... -- ..._. ......................... ........... ....... .................... __PROPOSED ......._._ PROGRADE 645 5...... _. . 640 ;._...... .......................................................................... ........................ _.............. . -__ ................................................................... . ........................................................................................ ........... . ..,.......... ..... ........_.._.................................... 640 635 co - �..K,�......._ ..._.......___._......_.....__ _ ___. .:::.:::::::::12+0.... ... .............................................................. . ..........27.7K ................................................................. 670 > . �..�. .... ...... 630 :................. .............................. .................................................. . 10+00 665 C3A C1 7 )SCALE: 1"=20' Horizontal, 1"=10' Vertical C3B 670 665 660 655 650 o ...................>............... ..= ...............: 645 z 640 645 ........... 635 .:::.:::::::::12+0.... :: 630 LL 650 645 0- ......_ 640 cn o 635+- m o.. LLJ .:::. cn.... 630 777 625 620 615 I :::::::::::::: ........... 610 .......... 10+00 SCALE: V=20' Horizontal, 1"=10' Vertical 14+00 14+50 15+00 ................. ................... ............................ ................................ ........... _0.._...... _ ........_............................................. ... ..... - 10+50 11+00 11+50 12+00 12+50 STORM SEINER PROFILE: S ------ -----------------------------------------.._._..- --'--- SCALE: 1"=20' Horizontal, 1"=10' Vertical I 1 t 650 Uj 645 675 LL - 640 670 -635 665 Uj 630 660Uj J ..... J 625 655+x' U. 620 650 Date 615 345 07/11/2017 Scale 13+0� Sheet No. C17 OF 21 File No. 15.055 635 ..................... . ......... ............. - - ---------- ........... ...... .... ........... ................... A iP i .......... --ti ...... -Weir Plae WeI Hub- W A21Bar­i 2 . ...Weir Pate W -A3 Barrel 2 'p ta --t 0+-1 620 -- S --See-( Seege, p this e Lan -sheets detai.L.- .............. pa pag. lo.catiom ...................... 6 ................... Perforations throug depth ,.of gravel '4� 615 ........... INV ELE 613.5 0 .... .. .... 1,1 4.0 SOLID SECTION 24" H:PPE OUT AFTER WEIR PLATE IN 610 10+00 10+25 635 — ----- 2 RUNS OF 145 LF .......... .......... . ... ......... ............. .......... 96" ALUMINIZED ............... ....... ... ............ - ------- Perfoe.ations through depth; of gravel -11+05-,--See -detal- this pagej :plan sheets for tocation.... --l' ."'. ......... . PERFORATED CMP. 4...LF__OF SOLID --9.6, _..CmP'.___ ............................ ........... . ..................... ........ . . ? ELE=601.bu Y R WSE 62 1 00 -YR WSE 6 0- 11 0 ORIFICE 4.0 SOLID SECTION .0-M-P--Welded-Cap .......... ................. INV ELE�613150: ..... sr_'� t EXCAVATION 6 11.8 10 -YR W BARREL (NOT SHOWN) 10+50 10+75 ... ............................. 11+00 .. . .................... ............................ 11+25 WEIR 11+50 PLATE .. ......... ........... - ... .... . 595 ,24" HDPE OUT W -A2 1 BMP A -- INFILTRAT ON PROFILE NOTE BMP A BARREL I FILTER FABRIC C18 SCALE: 1"-10' Horizontal, 1"=5' Vertical 3 ' MIN. SHOWN IN PROFILE BOLTED ON INSIDE INLET STRUCTURE Al 6" PVC OBSERVATION WELL SEDIMENT BARRIER FILTER FABRIC WITH BRASS CAP FI SEE PLAN VIEW FOR DETAILS R (TOP ONLY) CID US 160 NW FILTER FABRIC (SIDES) 4' SOLID PIPE SECTION AFTER WEIR PLATE GRADE 6" FILTER GRAVEL -haili FABRIC SHOULD NOT BE PLACED ON TRENCH BOTTOM -------- -- C18)SCALE: SECTION: 1"=5', SCHEMATIC DRAWING: I"=25' 635 605 __See detail this ------------ - ' 67 _f�_T 7 p(_ige ....................... ---------------- ELE=601.bu Y R WSE 62 1 00 -YR WSE 6 0- 11 0 ORIFICE 4.0 SOLID SECTION INV ELE=598.00 AFTER WEIR PLATE IN WSE W 6 2 2 10 -YR WSE 622�83 0 Y R 600 NGLE­-Odfit ff---- 10 -YR W BARREL (NOT SHOWN) � Vz g INV ELE=598.00 .. ......... ........... - ... .... . 595 ,24" HDPE OUT 10+00 10+25 8, # 7 0 A"i , 5 #57 25, 96" PERFORATED CMP NE) 1:.1,AYER".!..'11 3 ' MIN. (TYP.) my,�7 1 YR WSE 615.77 - WEIR PLAT MIN DETAIL) '4 #57 STONE -- — #57 STONE — — — — — LAYER -haili FABRIC SHOULD NOT BE PLACED ON TRENCH BOTTOM -------- -- C18)SCALE: SECTION: 1"=5', SCHEMATIC DRAWING: I"=25' 635 605 __See detail this �r-tri(JIUQUTIZi LHIQW - - ----- depth of gravel - ' 67 _f�_T 7 p(_ige ....................... ELE=601.bu Y R WSE 62 1 00 -YR WSE 6 0- 11 0 ORIFICE 4.0 SOLID SECTION INV ELE=598.00 AFTER WEIR PLATE IN WSE W 6 2 2 10 -YR WSE 622�83 0 Y R 600 NGLE­-Odfit ff---- 96" PERFORATED 9 6 P ERFORATED BARREL (NOT SHOWN) CMP CMP g INV ELE=598.00 .. ......... ........... - ... .... . 595 ,24" HDPE OUT 10+00 10+25 615 Brass cap inscribed ........ ... - .............. with,. well depth .... ............ . ............... ......... ..... 30" CMP. Access Riser.- ..... ..... Grade @' N� Pre -Cast Manhole Lid 510 _/__R_i_mElev.=508.0O (Flush w. grade) ........... ............ ..... .......... ons through.L r, n i, _ V ------- 10+50 10+75 11+00 BMP C INFILTRATION PROFILE NOTE: BMP C BARREL I ---------- - ------- --------------------- - ------------­­ ­­­­ ---------------------------------- ------------------------ -------------------------------------- ----------------------------------- SCALE: I"=10' Horizontal, 1"=5' Vertical SHOWN IN PROFILE NOTES: 6" PVC OBSERVATION WELL INFILTRATION PIPES SHALL HAVE A 0% SLOPE AND A WITH BRASS CAP PROP. GRADE MINIMUM 1' SOIL COVER. FOR CLARITY, INFILTRATION FEATURES ARE SHOWN IN THE SAME PLANE, BUT THEY SHOULD BE LOCATED ACCORDING TO THE PLAN VIEW. SEDIMENT BARRIER FILTER FABRIC (TOP ONLY) 6" FILTER GRAVEL ELE=606.50 1007TTSE_605.62 --- tl"35 7STONE T ----- WEIR PLATE W -Cl .... .... . . 10 -YR WSE 604.27 7 77�� Z Z FABRIC 96" PERFORATED CMP OVERLAP 3' MIN. (TYP.) (TYP.) PL ) 1 -YR WSE 601.20 3 AfE M1 DETAIL) US 160 NW FILTER FABRIC 7 GRAVEL INV ELE=598.00 - - - - - - - --- A (SIDES) #57 STONE 1' #57 STONE HT1 NOTE: WTER FABRIC SHOULD NOT BE PLACED ON TRENCH BOTTOM INSTALL TRASH RACK ON ALL - ' 67 _f�_T 7 ORIFICES ELE=615.60 ELE=601.bu Y R WSE 62 1 00 -YR WSE 6 0- 11 0 ORIFICE INV ELE=598.00 REINFORCED STEEL PLATE (TYP.) ELE=598.00 `�_�2.5°O ORIFICE SCALE: SECTION: 1"=5', SCHEMATIC DRAWING: 1"=25 WEIR PLATE W -C2 595 11+25 ELE=601.00 ELE=598,00 OUTL. WEIR PLATE W -Cl 4' SOLID PIPE SECTION AFTER WEIR PLATE ILET TRUCTURE �1A FILTER FABRIC BOLTED ON INSIDE 'IPE C INLET R PLATE C2 ELE=b22.00 2' Mk OVERLAP (TYP INV ELE=613.50 FILTER FABRIC BOLTED ON INSIDE WEIR PLATE W-82 22.5° BEND NOTES: INFILTRATION PIPES SHALL HAVE A 0% SLOPE AND A MINIMUM 1' SOIL COVER. FOR CLARITY, INFILTRATION FEATURES ARE SHOWN IN THE SAME PLANE, BUT THEY SHOULD BE LOCATED ACCORDING TO THE PLAN VIEW. WEIR PLATE W -Al INSTALL ]RASH RACK ON ALL - ' 67 _f�_T 7 ORIFICES ELE=615.60 11 0 ORIFICE Y R WSE 62 1 00 -YR WSE 6 0- INV ELE=613.50 6" PVC OBSERVATION WELL WITH BRASS CAP SEE PLAN VIEW FOR DETAILS li ii ii PRETREATMENT SUMP PIT. SE OS 160 NW A., �_I DETAIL BELOWLTER FABRIC (SIDES) STEEL PLATE P. ELE=613.50 2.5" 0 ORIFICE SEDIMENT BARRIER FILTER FABRIC (TOP ONLY) 6" FILTER GRAVEL WEIR PLATE W -A2 & W -A3 5—R52 - ' 67 _f�_T 7 Y R WSE 62 1 00 -YR WSE 6 0- WSE W 6 2 2 10 -YR WSE 622�83 0 Y R 3' MN Y_ 1 9 52 3 MIN. 1 -YR WSE 619.52 W 1 R WSE 6 0_8's' 96" PERFORATED 9 6 P ERFORATED CMP CMP g - - - - - - - - 8, # 7 0 A"i , 5 #57 25, NE TONE "STO NE) 1:.1,AYER".!..'11 GRADE ELE=625.00 ELE=615.50 ELE=613,50 J1 2' MIN. OVERLAP (TYP.) INV ELE=616.50 4" PERFORATED INLET...._BELOW PIPE INV[ UNDERDRAIN. IN: . .... STRUCTURE --o BlA NOTE: FILTER FABRIC SHOU&NOr' 12" STONE BELL PLACED ON TRENCH BOTTOM WEIR PLATE W -B1 OUTLET REINFORCED--� STEEL PLATE (TYP') INSTALL TRASH RACK ON ORIFICES 4' SOLID PIPE SECTION AFTER WEIR PLATE WEIR PLATE W -B1 INV ELF INV ELE=619.25 '-11" 0 ORIFICE WEIR PLATE W-82 ELE=618.50 ELE=616.50 INFILTRATION DETAILS SCALE: SECTION: I"=5', SCHEMATIC DRAWING: 1"=25 NOTE: TE: BMP'S MUST BE INSTALLED ONLY AFTER ALL UP -GRADIENT GRADING HAS BEEN COMPLETED AND AFTER PRELIMINARY STABILIZATION ACHIEVED PRETREATMENT CELL FILTER FABRIC DETAIL US"0 G'OEXTILE FILTER FABRIC INSIDE CMP PIPE. N' , SELF- f IN LUS TAPPING SCREWS. CLOGGED FABRIC SHSOULU BE REPLACED ACE,) A PART OF 4,0 " ♦ ANNUAL MAINTENANCE BMP PRETREATMENT CELL DETAIL SCALE, t"=5' 625 4' 620 615 605 Brass cap inscribed 10+00 10+25 BMP D - INFILTRATION PROFILE SCALE: 1"=10' Horizontal, 1"=5' Vertical - 1111-- - .. t�m'it ? hIrt7C F3-V.aC :i;' ... - 1111 - - J}Ala - 1- -.. .-111 .._.-.. 11 yr I 11 P � 1 x91. t . P ., E3 JR#AL' ? G F,T,' >P ER PE : ) F 1 �n) �rcT ?a4 Jv '., Ai a:_iItE y: r rPd1�r413 tili:. tVAdV . ?Q!,,- C «LNgT,J.: 4YIns u r) i?1t�fi ; Pt.t?ihs4Ykl qFr) 6 w.� rxtwshKd Ute.=t: )- 1 1fiA �< ifFS' L s t, 'aklE 3 f" ?its tktP Tt)m: t., r fi M A V R 's�'l� he ? r1 a Li £al) k 1i v t<k � i� y S f 41 1- tC # Asi1,v �a. Y if .. �s s 1 jr fi , ''<i4Y xk4. AJl£ E : P din _., :tvT .'.. 1; ENGINEERING NOTE: NO OUTLET DRAIN, INVERT CAPPED WITH GRATE OR WIRE MESH 11 : - ; „� ..:^, Urv.r..SG,r c•d:T'-�LbJ-S-�: 10+50 625 rade INFILTRATION PIPES SHALL HAVE A 0% SLOPE AND A MINIMUM V SOIL COVER, 620F 6" PVC OBSERVATION rade WELL WITFI BRASS CAP ROP. GRADE -'-- 6" FILTER 11. - GRAVEL REINFORCED STEEL 615 100 -YR WSE 616.82 - i _ 10 -YR WSE 615.52 1 -YR WSE 614.35 ---i 3 , I 3 a r I ELE 617.50 WEIR PLATE W -D1 In US 160 NW FILTER 11 TOP=616.50 r s. / ;.. FABRIC (SIDES). /}�- , av': 6" ORIFICE F: �.. 1. 2' MIN OVERLAP , i / r;", i INV. ELE=614.25 11, . /j I INV ELE=613.00', '. INV. ELE=613.00 I 610tt $�ANif 1Y'' NOTE: FILTER FABRIC SHOULD NOT BE PLACED ON TRENCH BOTTOM NOTE: BMP'S MUST BE INSTALLED ONLY AFTER ALL UP -GRADIENT GRADING HAS BEEN COMPLETED AND AFTER PRELIMINARY STABILIZATION ACHIEVED FILTER FABRIC BOLTED ON INSIDE REINFORCED STEEL WEIR PLATE W -D2 WEIR PLATE (� ..W -D2 �/ TOP=615.00 R .... , ;. INV. ELE=613.00 BMP D - INFILTRATION DETAILS SCALE: SECTION: 1"=5, SCHEMATIC DRAWING: 1"=25' INLET STRUCTURE D -1A - --- -1111 675 ;-. 1111 _ - - 1 Yft .WS[ 662,54.. 10 YR WSE=665.31 ............. ... .1.1.......1....1. .... 100 -YR WSE 665.89 (�l �a unp� n ri ❑; o SCALE: I"=10' Horizontal, I"=5' Vertical . ,, 3 ! �` , i cork✓ 3 Wt 13�<PsL--mmPFEpItd 6 57 STONE rYi o +,6 IN i 1111 �` ;>. f. $ { .ksAM , (������� sS td Ela 1 tU U u Ycs . f} Y� t'k lY f. Ago i kt ?-- eC she <.« ( ' Y- . MaaLii: > t J ,..:#.r` 2' ,, N IN, -- 48" 2' MIN. 11 PERFORATED 6, HDPE -' '' 7t '.:.�,..... �.,,:: .y.... s r i i �:� f 4. 4 4 L F :' , r .,'� irt,, a..Gi, rti.. :t. 7, . 1111 � �.�. U'�..w..., il<i~.kEiffP�. 1111__ ''`?i-, 1'57 STONE L_ 635 w s Y$iJLfiz"�t+Rf�i�. I I E t 9 7` - ELE 617.50 WEIR PLATE W -D1 In US 160 NW FILTER 11 TOP=616.50 r s. / ;.. FABRIC (SIDES). /}�- , av': 6" ORIFICE F: �.. 1. 2' MIN OVERLAP , i / r;", i INV. ELE=614.25 11, . /j I INV ELE=613.00', '. INV. ELE=613.00 I 610tt $�ANif 1Y'' NOTE: FILTER FABRIC SHOULD NOT BE PLACED ON TRENCH BOTTOM NOTE: BMP'S MUST BE INSTALLED ONLY AFTER ALL UP -GRADIENT GRADING HAS BEEN COMPLETED AND AFTER PRELIMINARY STABILIZATION ACHIEVED FILTER FABRIC BOLTED ON INSIDE REINFORCED STEEL WEIR PLATE W -D2 WEIR PLATE (� ..W -D2 �/ TOP=615.00 R .... , ;. INV. ELE=613.00 BMP D - INFILTRATION DETAILS SCALE: SECTION: 1"=5, SCHEMATIC DRAWING: 1"=25' INLET STRUCTURE D -1A - --- -1111 675 ;-. 1111 _ - - 1 Yft .WS[ 662,54.. 10 YR WSE=665.31 ............. ... .1.1.......1....1. .... 100 -YR WSE 665.89 (�l �a unp� n ri ❑; o SCALE: I"=10' Horizontal, I"=5' Vertical . y 41h �� � <: ' 3 Wt 13�<PsL--mmPFEpItd i�Y�Wi.NY.Nw+tn1. o +,6 IN i 1111 �` ;>. f. $ { .ksAM , (������� sS td Ela 1 tU U u Ycs . f} Y� t'k lY f. Ago i kt ?-- eC she <.« ( ' Y- . MaaLii: > t J ,..:#.r` o_o-____ 1111.1111..__1111___1_-1.1_-_1111.11_11 �„ 11 ,S'il:a. Wk,1 . a..,. x*, r, a . �: ... �" e� .�. 1111.. ... '' 7t '.:.�,..... �.,,:: .y.... s r i i �:� f 4. 4 4 L F :' , r .,'� irt,, a..Gi, rti.. :t. 7, . 1111 � �.�. U'�..w..., il<i~.kEiffP�. l<�.dM5K-0.iBFrL.i„A'£f L_ 635 w s Y$iJLfiz"�t+Rf�i�. I I E t 9 7` - . .:•1111-.• .. 1.A '.'ii?aJ .. 1 s s^ . '1111' s qp .....ti _1. ... D co;. <r a�.,e ��r..� Lt yrs � �� r�ri � 4.re 4x.riS.6r4: 1,41. >kCf u 1S: kC T £ ,fd,Y;�da$A41. )hi �f''-OR IA 94v:t^N 1 �lrJ 1,, }M 5 fit ,. FC^^,M.' . Y h i`F n! "A'@ u � H aP.k y3i '1:fifH, S+ i�Y�Wi.NY.Nw+tn1. o +,6 ri.,.,.-..,m .,,.; TATs. .. . `f Ycs . f} Y� t'k lY f. Ago i kt ?-- eC she Stays= x, 2 - p ¢ o_o-____ 1111.1111..__1111___1_-1.1_-_1111.11_11 335 - Ok4J {tsa,�avYars'xiDas4 ,S'il:a. Wk,1 . ,�}#.. M 7 P`�t 'Ed ik IY3Y.�;:s,�tk s2 t 3m4<�' e� .�. 1111.. 635 -1111 �..�.. ...11-.. , .-..... .... ........_..-I l<�.dM5K-0.iBFrL.i„A'£f L_ 635 w 1s r stfiltr1'� ii ?t �t'�G:�X fr.• rsa . .:•1111-.• .. 1111 ._,111,1- .....ti _1. ... ...................... CD r. -.,T. C32$a Ai ::Se:A..f t:A£i:- sw.,T Or) Dusfw, -. 794t)19�7. NLOPLAST KDPE DRAIN PIPE DETAIL NOT TO SCALE SCALE: 1"=20` Horizontal, 1"=10' Vertical 05 05A a_ Q U 0') co 0 o 665 - - --_ -- ---------------------_-------------------------------(2_-24T-f�6f�ro1T1-Pipe 1 YR WSE D1 "Ir� o +,6 0 O _ BMP D -_. - _•_.y---------- O ------,-------------_ri o_o-____ 1111.1111..__1111___1_-1.1_-_1111.11_11 335 # . o _ 1111 . �.. e� .�. 1111.. 635 -1111 �..�.. ...11-.. , .-..... .... ........_..-I . 1111.. .wire Pipe shall. have..16 min.. .... L_ 635 w o................ ...... ...... . 11 .. .1111. .. ,1111 .F.,.,...d.. .. ....._..... ............... 1.....1.....11.. # ......_..._... ... .. ca ...................... CD r. -.,T. co1111.. .11.11 m./...t-.. ............ . 1_, ............ 330 �, ..... o ... .. t.. Lid. ..... _ Co ........ . ................. 1111 .- ---- 1 630 ... _z + . .......... _..... ..... 11 1 1. - . . - _'1111 630 - ? ;�.. ...D .. - --- z 'cry cr,' .................. .- .. . STRUCTURE 325 .... � 1 1 11.. .. . 11 1.1. .... 1111--------1-1.-- - _ -I..",-'',-- _ 11 ----_.__..__-___ .1.111....... 111 .... .. 625 - 625 1111. 1111 1111. 1111 1111 1111... ...... -____.__- 1111_-1111____ .c ..... 1111.. ... 600 ......... .. ............ _.- ........ 1 I ... o o .... ... __"r, „ . 54:90 LF 24 HDP @...1.28 Q . - _.. ............ .... 595 ... ................... PROPOSED __.._< .... - - - - 1111 320 . . .. .. r i .1.111. ::GRADE 11111111... . .. ... ... .. 620 .1111_# ­­­­ ,­­­­ '-.-1. '.( .... 1111. 1111.. 1111_. ; _�• .. .... .......... .... I.,..I......... ..... .... 1_ 1.111 1-zz 315 "I. il ......... _............ _._...._......... 1111._-. 1111- 1111- ----1111-_1111 1 ................ ._111 ....1 1 *_ , . .... 615 11 +0� ­­­­ .1......1.11.. 1111 ............ 1111 1. ,77......LE. T 5 . 1 111. # # co._... ... z' �a C)Ln HDPE .@...8:7.1% . 61,0+00 z _-_-1__111____ 610 310 ...... z.m..... 1 1 111 1 .. ..... . . 610 _. _ 1111.....1111_1.EF ,.........�z ..................# �_19.�_ 15 . .. _ - 1111-11 .1111. -11.11-- _ ._. .1.1.11 . : .. pJ 85 1111.. Ll /0........- ..../t.' �� 305 ...1.1.11 ...._ ............. ..................................................... ..................... .. ..................... ... ....... ................ i 05 10+00 11.11 1111. _......._. 10+5 STORM PROFILE: STM D1 -D SCALE: 1"=20` Horizontal, 1"=10' Vertical 05 05A a_ Q U 0') co 0 o STORM SEWER PROFILE: STM 05-05A SCALE: 1"=20' Horizontal, 1"=10' Vertical (8MP B 665 - - --_ -- ---------------------_-------------------------------(2_-24T-f�6f�ro1T1-Pipe 1 YR WSE CD CD "Ir� o +,6 0 O _ 615 -_. - _•_.y---------- O ------,-------------_ri o_o-____ 1111.1111..__1111___1_-1.1_-_1111.11_11 -1111---, 615 o _ 1111 . S._i e� .�. 1111.. .. _ GL -1111 �..�.. ...11-.. , .-..... .... ........_..-I . 1111.. .wire Pipe shall. have..16 min.. .... L_ 635 w . � .�. 1111 11 .. .1111. .. ,1111 .F.,.,...d.. .. ....._..... ............... 1.....1.....11.. # ......_..._... ... .. ca . N ... c� o co1111.. .11.11 m./...t-.. ............ . 1_, ............ --£3_: 610 1111.W _ }1111- 1111.._ _.. ---_ - _ 11__11--- - - = . ....... 11_11.... 1 1.11.. 1 _ ...._ . . _ -- _--_ __-. .. 1111 .- ---- 610 ... _z 5,�?.�_........ 1111 ....... .............. ....._.._._...._ -- 1111. - _'1111 630 - ? ;�.. ..z.U)f .. - --- _ _ i .- 605 STRUCTURE 655: __ _ _-.-__ j;__ 1<;. 1111- I'll 11 1 1 11.. .. . 11 1.1. .... 1111--------1-1.-- - _ -I..",-'',-- _ 11 ----_.__..__-___ ----- --- 111. 605 600 625 - 1111 1111. 1111 1111. 1111 1111 1111... ...... -____.__- 1111_-1111____ .... 1111. 1111.. -_ ____ __--.._ .____..- --11.111-,-11____ 1111.. ... 600 Q _.- _ .. o 1 I ... o o .... ... __"r, „ . 54:90 LF 24 HDP @...1.28 Q . - _.. ... _ # 595 ............ .........._. z __.._< --- - 00 - - - - 1111 - - - - 595 __ _-1111_---: ... F1_ 11 1 Ei? r•� CV .. L31 O 1111. 1111. 1111 11.11 .-.. _ 1111. _ _ _ in .... 1111.... 1111 _ .... ... ... .. ...................1_..-# 1-, _. , ..11 I . 1—1 .1111_# u 1 cfl . 1111. 1111.. 1111_. ; _�• -- ..., _. ... 1111. ........ .. _............ I 590 1_ 1.111 1-zz .. .>�._.. - ---.______._.._.... ....._......_..........._._... .............. _........__._ 1111 .,.....Z - _....__. 1111..__.._. 1111 -__ ......._.... ... ......._.................... 1111__ 1111____1111 1111__.__ ......... _............ _._...._......... 1111._-. 1111- 1111- ----1111-_1111 1 90 .. 0 10+50 11 +0� -- 11_ < 615 zzz 1111 ............ 1111 HDPE @ 6:67 ... 11.11. : co._... STORM SEWER PROFILE: STM 05-05A SCALE: 1"=20' Horizontal, 1"=10' Vertical (8MP B 665 - - --_ -- ---------------------_-------------------------------(2_-24T-f�6f�ro1T1-Pipe 1 YR WSE o 1111 1111.. STM A-A1A B 0 O _ 640 --- __ _- ____ _- __. _ __.- : 640 ;� z 0 ..11. 0 .. .. o _ 1111 . ... ::__l- !Z), `\ Q0 ,Z) . 1111.. .wire Pipe shall. have..16 min.. .... L_ 635 w o i + spa. __� -- ' -: 635 + ca . N ... c� o o N -... ,..... -_ : - ^ 1111 cc7 0 ZE --£3_: - .�. < � _. _ ..1 .. . ... ��� z 1111.. ... PROPOSED 630 � u- cu: -Q -- --- -- - _'1111 630 - ? ;�.. ..z.U)f INLET ..... -.: :.....oa. .- , - STRUCTURE 655: __ _ _-.-__ j;__ 1<;. 1..._ .. _-.... D1 Co ....... 625 - 6 -- . 1111 ,y. _ ---- - 625 1111 620 Q _.- 8 (25 -YR) .... _ co 11 I11 : ........11 -11.11.1 ...............� ............ .........._. z __.._< 620 -1111... ,. 1111.. 1111... 1111, 11.11 1111.__ . 1111. ---.s_ __ _-1111_---: 620 #.. 1111. '1111.__ 11 11 _......_. _.1111 ....._.__ 1-, _. , ..11 I . 1—1 .1111_# 1111 .... - 615 _ _� ............ .> 1111__ �_ .............. = ;.. ___.�- _ . _ 1111 1111.___ 11111111_-- . ..(Q ... 1111. ..................... o .....,... �.. W --1111--__ .1111......... _ _, ..111..1.... .. # z ... 1111 - 1111 �- 11.11 -1111 ........ .. 1111, ,1111,. ... ..,.,.......... 1111 .. ......... ­­ .. _ ...................... 11.-...-111111... o'1'1'1'1 � _ - .:. 4.5 LF 15" .. 615 '� 1111 1111 _- -- 11_ < 615 ... ... 1111 ............ 1111 HDPE @ 6:67 ... 11.11. : co._... ..... -cn 610 z_ . . R -c�- __ _ ---­_------------ 61,0+00 z _-_-1__111____ ._. ....... __._..-_ ... 1111_ -10+510 ._.__.__._._._-------- ----------..-.--------1111_...-_ -. -"--- SCALE: 1"=20' Horizontal, 1"=10' Vertical ! I i 635 r 630 4' SOLID PIPE SECTION AFTER WEIR PLATE Filter Fabric .......v. 630 ; .i.._ ............ oma. 625 ..........-.ft�.. :................1.... a.. ............dDo�.. 620 ::::::::::::�:: �,,. .......I.....(-. E Cn i.....M. _ S. . 615 ::I:: o: z 610 lo :::::::: ....... ,(,.............. Co.............. 605 'F - iE'Y <p A!> . .............. :z .............. 600 10+00 STORK SEWER PROFILE: STM 01-03 SCALE: l"=_20' Horizontal, V=10' Vertical 665 - - --_ -- ---------------------_-------------------------------(2_-24T-f�6f�ro1T1-Pipe 1 YR WSE o 1111 1111.. STM A-A1A C19 0 O _ 625 _ Lf�t_7. ...... 10 YR WSE=657.87 ..-. Well Provide brass c0 .. z r wQ::. cap inscribed with or mesh at... invert._ z .rte 620 , . 1111.. .wire Pipe shall. have..16 min.. .... EC -2 Matting 615 i perforat'sons. Rim=677.75 610 660 - -- -z- T 3 Nide Berm - - 1111 _ 1111_.___ _�. 1111 _'__InV. 656.0 ._- - c� o o.o �;;: co N_cz. -... ,..... -_ : - ^ 1111 0 0 ZE _ - -�--- ' __ ._ -_ .. cfl..o. 605 1. r-zz= -- _ ... z 1111.. z PROPOSED ._. 4' SOLID PIPE SECTION AFTER WEIR PLATE Filter Fabric .......v. 630 ; .i.._ ............ oma. 625 ..........-.ft�.. :................1.... a.. ............dDo�.. 620 ::::::::::::�:: �,,. .......I.....(-. E Cn i.....M. _ S. . 615 ::I:: o: z 610 lo :::::::: ....... ,(,.............. Co.............. 605 'F - iE'Y <p A!> . .............. :z .............. 600 10+00 STORK SEWER PROFILE: STM 01-03 SCALE: l"=_20' Horizontal, V=10' Vertical 665 - - --_ -- ---------------------_-------------------------------(2_-24T-f�6f�ro1T1-Pipe 1 YR WSE 6" Qbs.e.rvation..._ STM A-A1A C19 =654.81 _ ..... .PVD r� wit; N ';aplasl vo„reu 1111.. 1111... 05 10 YR WSE=657.87 ..-. Well Provide brass rratP?rn)!rdP...�teel .grata 1111_. z r : 100=YR WSE=658.45 cap inscribed with or mesh at... invert._ ; i -_ .....___ .... ........ ........ .._.. 1111... : well depth _ . . 1111.. .wire Pipe shall. have..16 min.. .... EC -2 Matting 1. .... fabric. No fabric i perforat'sons. Rim=677.75 625 660 - -- -z- T 3 Nide Berm - - 1111 _ 1111_.___ _�. 1111 _'__InV. 656.0 ._- - ..-........ - I -..-.. __........_.........111 ............. 1 .... ...... .._.1..1.11. ........... ........: ....... ......................... _.........._....................... _- ............ .......... .. - .._ _ Oev 658:5..... : -... ,..... -_ : - ^ 1111 1111. Bed Surface +:::.:::1 _ - -�--- ' __ ._ -_ .. _. .. ....... 1111.. 1111.. ........ 1111... _ ... .. 1111.. 1111 1:::: PROPOSED ._. EC -2 Matting S fiLWEI �. �. : i :. y 1. `: �.� .o �, .. .i a I - ? ;�.. w- .,. r i ; INLET _.- ... : - ....-Elea.=.6.58 0..1 t,.. # , , - STRUCTURE 655: __ _ _-.-__ j;__ 1<;. 0.38 t , f..:, D1 EC -2 Matting { _ . :.. 6 4' SOLID PIPE SECTION AFTER WEIR PLATE Filter Fabric .......v. 630 ; .i.._ ............ oma. 625 ..........-.ft�.. :................1.... a.. ............dDo�.. 620 ::::::::::::�:: �,,. .......I.....(-. E Cn i.....M. _ S. . 615 ::I:: o: z 610 lo :::::::: ....... ,(,.............. Co.............. 605 'F - iE'Y <p A!> . .............. :z .............. 600 10+00 STORK SEWER PROFILE: STM 01-03 SCALE: l"=_20' Horizontal, V=10' Vertical 635 : 630 625 1111 - 620 : 615 610 605 10+50 STORM PROFILE: STM 02-02A ­­ ..------------.._-----._....-_....-------_..... -... ......-_----_... ........ .........._.....___-------- _. SCALE: l"=20' Horizontal, C=10' Vertical STORM PROFILE: STM 04-07 SCALE: 1"=20' Horizontal, C" 10' Vertical 635 630 625 620 615 610 10+505 -12 STORM PROFILE: STM A-A1A C19 LJ n Horizontal, 1"=10` 04 05 06 ; I Pilfer Fabric 1111. 1111_ z r 07 655 ;. ; i .. -... _ .... Wr.o.p .... Sides .... in. US .... 3:1 160 NW Filter EC -2 Matting 1. .... fabric. No fabric i at bottom. 625 _ -- :650 #.. _ ..-........ - I -..-.. __........_.........111 ............. 1 .... ...... .._.1..1.11. ........... ........: ....... ......................... _.........._....................... _- ............ .......... 8 1::::: 313 +:::.:::1 1.5 625 .... 1111 .. ....... 1111.. 1111.. ........ 1111... 1111... .. 1111.. 1111. .. ... 1111... ...... .. ... .. 1111.. 1111 1:::: PROPOSED ._. EC -2 Matting 1.0 0.30 6 3:1 5A EC -2 Matting 1.0 r+ � # ...:.:...GRADE 5B E EC-2Matting1.0 0.38 620 1111. 6 EC -2 Matting { _ . :.. 6 -- . - ; -1111. m V 1111 1111 620 Q _ 8 (25 -YR) EC -2 Matting �a co .......: # 3:1 ..... _.. ..-. EC -3 Matting 1.0 0.53 -1111... ,. 1111.. 1111... 1111, 11.11 1111.__ . 1111. 111,1.. 1111 ........... rr, .,. CO i .......... . #.. 1111. '1111.__ 11 11 _......_. _.1111 ....._.__ 1-, _. , ..11 I . 1—1 .1111_# 1111 .... - 615 _ _� ............ .. ........ _ 1111 1111_ ________.__ _.1111__ P ..�............ ................. ,111...1,...... Q 1111__ �_ .............. = ;.. ___.�- _ . _ 1111 1111.___ 11111111_-- . ..(Q ... 1111. ..................... o .....,... �.. W --1111--__ .1111......... _ _, ..111..1.... .. # 11111111_-.. _ -.. - ........... ... 1111 - 1111 �- 11.11 -1111 ........ .. 1111, ,1111,. ... ..,.,.......... 1111 .. ......... ­­ .. _ ...................... 11.-...-111111... . -. . 615 .,..� 1111 . .................. ........... ............. o .................. ...1111.. - - .. ... ................ ............ c9 E 1111.. ... ... 1111 ............ 1111 1111... 1111. 1111 . ................. .. 1111 .. .............1111 EXISTING -cn 610 I1111.. o ....... . 1 ... - ___________7- ........... , . R -c�- __ _ ---­_------------ #1111.. .. _. _. .......1111 .............. .. . 11.11.. . g� a -- __ �._ H C'.:�.: �-_, ...1111 ... ................. a . 610 _. _ 1111.....1111_1.EF ,..... _ �_19.�_ 15 . .. _ - 1111-11 .1111. -11.11-- _ ._. ... Cf� Q (n .............. .......... .......-........-. .......,........ .. pJ 85 1111.. Ll /0........- ..../t.' �� 1111 ... ......... .............. 1111-. i...... ... _..............._.._._. ........ 1111.-._....... '1111- 1111 �..� 11.11 1111. _......._. ^. @1 0 9 I ... ...........__. . 1111.._. 1111. . - -1111--1111 - 11 - - 605 605 -1--------­----� _ _ 1111- ,r 1111__ 00 - _ 1111 ____ �jj 1. ��1111.1111--.1111__1111 - ......._ --1 .1-_. _ ' O N ..1111 # 11.11 .. ?1111 .. ... ........._. 11.11_ 1111. 1 111... 1 111.._ .___._.._... .._._..._.. - ..... .....I—— ...........-11 ..11.1..1.1.1.. _ . _......__. .. ...._.............. 1. .,.. , .. ,.,. ........... .........-.. : _. 1111. CO 1111. 0 . 1111. .. _....._..... r 0 ............. .,. .. J... ,... ..................... ......._._.... . 1111.. 1111... ._._...._.. _._..... 1111.. 1111 1111 1111..._. _ _ ....� - 600 - - 1111- -- ---- c7 - - 1111 t52 - 1 . cs> 1111- 1111 - ........._..................... - - - ............... .......... _ ........... -.. ... 1111 - i- ...11 ...11.11.. _.......... 600 1111.. 1111. r _ z a, . f`.. �c w:. i/3 1111. o + � 0 _... 1111.. 1111.. _ ; __ .._i # _ tK . 1111 d O <i. � - - _ .. (... 1111... 1111. ._ .. 1111 1111._.. 1111... 1111... ........ , 1111.. - . 1111 111,1. ....... 1111.. 11,11 ..._........# 1111... 1111... 1111.. 1111 9 5 5 - 1111 ... 1111-_._-663 LF 2_ - 1111- - - ........... 0 1111 00 z o... O w 1111_ _.._N -____� ��. z 1111_. ... 1111 1111 11.11 11111111-_- 11111-_._______. ... .......... ........ _ _ - - - 1111 - 595 HD PE Q. j. 1.8°1 1111. ......1 Q . �. ¢...y. 1111 1111.. ........ t ...... .. ........._.... ...... ...._._. ............. ._..._...... ... ...._...._.. , i....... _........ ...__........._ ..__.... __........._. 1111.. IE, sem. nco 0 1- o.� z ......._...... �n ¢_ ...' .. co cn - 11.11 ........._.._.. ....... ..._.......... 1111_# .......#..... .. 1111 1111 1111_ ... 1111. ...........I .. 6i 590 - _ 1111 11111111-- - ... Z zz o 1111- - Y_ - __ - --- -- L I F- . _ ... ,-- -- -- -_ -- ---- 1111 -1 590 ... Q-> #:: .. .... ..... ..... C. I >z.z� # >.I .: .. ... ... .... .... ...... # . I 111#11 ___________T T _ m____ ____..___ -. ______y ______ . _-----,--- � _-1111__.__ --- --,--Li---- __ _________-______�____-_�________________ -_ 1111__ 10+00 10+50 11+00 11+50 12+00 635 : 630 625 1111 - 620 : 615 610 605 10+50 STORM PROFILE: STM 02-02A ­­ ..------------.._-----._....-_....-------_..... -... ......-_----_... ........ .........._.....___-------- _. SCALE: l"=20' Horizontal, C=10' Vertical STORM PROFILE: STM 04-07 SCALE: 1"=20' Horizontal, C" 10' Vertical 635 630 625 620 615 610 10+505 -12 STORM PROFILE: STM A-A1A C19 SCALE: 1"=20' Horizontal, 1"=10` Vertical 625 620 615 610 605 600 595 10+00 _ 10+50 13 STORM PROFILE: STM C--C1A -1111---- 11 --------- .. ..-..-._.. ........ .. ..............------------ ------- ... C19 SCALE: I"=20' Horizontal, 1"-10' Vertical 630 625 620 615 610 - 605 1 2+QPQ loP �f'(. u J M. SHIMP Y> i0,10q o45IS3 1-6 1P 0 ,�,� 0 ZONAL 10 NOTE: CONCRETE INLET SHAPING (IS -1) Q ) 1 T REQUIRED ON ALL STRUCTURES ES KITH A 4 OR G EATER DROP AN D SAFETY SLABS SL -1 ON R ALL STRUCTURES TALLER THAN 12'. Ditch Sections - 665 i ade 1111. ... ...... __. _ _ __ -_ __ -- 660 Channel Side -6 Topsail over ; I Pilfer Fabric 1111. 1111_ Slope _ _ -_ 1111_ 655 ;. ; i .. -... _ .... Wr.o.p .... Sides .... in. US .... 3:1 160 NW Filter EC -2 Matting 1. .... fabric. No fabric i at bottom. , _ -- :650 ___ _-11--l. ...............11 .............1.1111- ............................1.1..11.. . .........-. _... ......... .. - ... .... 1111 .................. _ ...._........ ..-........ - I -..-.. __........_.........111 ............. 1 .... ...... .._.1..1.11. ........... ........: ....... ......................... _.........._....................... _- ............ .......... 8 11 313 +885 630 625 620 615 610 - 605 1 2+QPQ loP �f'(. u J M. SHIMP Y> i0,10q o45IS3 1-6 1P 0 ,�,� 0 ZONAL 10 NOTE: CONCRETE INLET SHAPING (IS -1) Q ) 1 T REQUIRED ON ALL STRUCTURES ES KITH A 4 OR G EATER DROP AN D SAFETY SLABS SL -1 ON R ALL STRUCTURES TALLER THAN 12'. Ditch Sections Ditch Lining Channel 10 -Yr Flow Channel Channel Side Depth Depth Width Slope 1 EC -2 Matting 1.0 0.33 6 3:1 2 EC -2 Matting 1.5 0.36 8 3:1 3A RIP -RAP 1.0 0.35 8 4:1 313 EC -2 Matting 1.5 0.92 8 5:1 4A Mat2ting 1.0 0.28 6 3:1 4B EC -2 Matting 1.0 0.30 6 3:1 5A EC -2 Matting 1.0 0.23 6 3:1 5B E EC-2Matting1.0 0.38 6 3:1 6 EC -2 Matting 1.0 0.36 6 3:1 7 EC -2 Matting 1.0 0.42 6 3:1 8 (25 -YR) EC -2 Matting 1.0 0.50 6 3:1 9 EC -3 Matting 1.0 0.53 9 4:1 F +ro rh6i> 0-40 Q� 1 29" 0-31 0, Hill LD -.204 Stormwater Inlet 715 1 1_977 a) a E_ Z U) V 01020 z 9�84$ 1 2. 3 4 5 0-40 Q� 1 29" 0-31 0, Hill LD -.204 Stormwater Inlet 715 1 1_977 a) a 0.016 -2 01020 z 9�84$ T5 2,973 0-817 219.113 O�016 O�010 0 6 8 . .. . . ....... 10 17 on Grade 18 100, 715 1 1_977 a) a 0.016 -2 01020 z 9�84$ T5 2,973 0-817 219.113 O�016 O�010 0 01020 0,m . .. . . ....... 6 715 2_845 OXXXXX. 2.�845 X O�010 .0.020 0.083 M7 .4 > . . ... NNW 30- 8.3% [slbpe .......... 19 20 211 . .... 23 T5 5.203 ... 51,2.03 0_016 0;010 0;:020 0.083 11 12, 13 14 1 15 1.6 17 17 on Grade 18 100, 715 1 1_977 9�813 1 1.977 0.016 0-010 01020 0.083 9�84$ T5 2,973 0-817 219.113 O�016 O�010 0.795 01020 0,m . .. . . ....... 6 715 2_845 OXXXXX. 2.�845 0-016 O�010 .0.020 0.083 M7 .4 .. ........ 1 1_2 . . ... NNW 30- 8.3% [slbpe .......... 19 20 211 . .... 23 T5 5.203 ... 51,2.03 0_016 0;010 0;:020 0.083 0;88341,%� . ..... . ....... . . . ... . . . . ....... . . ... ... . ....... I.:�::,. , 5,946 im:.:­ T�M�M G.242�2 0,5 7.5 _x 1,1364 75 T801 0;010 7.801 0�016 0-010 0�:020 0,083 0-5 0.51 614 X . .... . ... Chart .... ......... 5 pipe 1 4 ftl &8 ft 0,1min. G4 0,28 4�O 1-109 9-60 1_100 0-016 0 083 0,020 Q,G$3, 2- 1.26 0,43 631,50 0_0045% 77 7 7 ow Hill _02 d� 3111 AIA 0.18 4.6 0J21 Q.074 0J95 0,016 0.01io 01,020 1 0.083 1 4� 17 on Grade 18 100, 4� 7�3, 0 01I I om,0.5 I 1 0, 8424 1 0.42,12 1 101 ,32 ME 636.16 1 1.25 1 230 1 133.44 10.1747% 1 0.2331 1 15.258 1 0.1288 1 1 1 1 1 1 1 071288 1 0,1:674 1 0.0837 1 0.317 1 636.48 1 640-56 82 620-40 ZOO 9�813 Q-5 0A,890% 0,1741 �5_1800 A_1567 9�84$ T5 2,973 0-817 219.113 O�016 O�010 0.795 01020 0,m 630�48 1 6 T 0.00 OXXXXX. A9 .... . . .. . ........ ....... .. . ... ... ... ................. ...... ... 0.35 M7 .4 .. ........ 1 1_2 . . ... NNW 30- 8.3% [slbpe .......... 19 20 211 . .... 23 24 at) ... . ... . .... .... ........... . . ......... . . . ...... .... ......... ..... :x.x; _:Xxxxxxxx;�:,. . :29,00 0;88341,%� 0.2562 7300 0,?482 5,946 6,676 393 G.242�2 0,5 7.5 6,035 1,1364 61035 0�016 0;010 6X 11 0,020 0.083: 0.31�min. 0.26 0-5 0.51 614 X . .... . ... Chart .... ......... 5 pipe 1 4 ftl &8 ft 0,1min. G4 TUNE 0�5 1 0.65 9-60 2_0 ................ . . ,Bb 633,31 1.26 0,43 631,50 0_0045% 77 7 7 ow Hill 1.Umin N H FiFure 15-4 E AIA .............. 24 0.0000 0,1556 0.38 ............. '0.158 633_47 636,50 ..... ..... BIA . . . ..... 7 .................................... t.Approx.. 100'Flow Developed .......... . 0,46 ............ ......... .... ......... . .......... ........... ................. .............. .......................... 56min ... ... ... . . . I it76 4 4,080 7-5:114.52 1) SEEM ZOO. 1&91 11210 1250 a0738 116�8 1 00 J�,;�148 �16.418 14,147 23243 �P-�34 ydraulic Grade Une 7 H 46 lt,4$015 ..... ...... ........... 3A937 X. 624�54 .... . . ... . .. .......... Al 6120.,60 O�013: .......... . ....... . .. ... .......... ...... . ......... ........... A3 634_60 ZOO '16.46 43,10 0-5296% 0-2282 11�644, 0.6316 14�808 6,478 junction Loss oi2281 61 043323 1.11920 1,5496 07748 IM3 63&60 Outlet ................. .......... Inlet Water A5 636.97 2_00 12-41 49,14 0�3012�,Q 0.1480 T666 0273$ Water 71,654 9515 Inlet Surface Elev,* 00 Q, 1 M89 sf"% Hf V0 H, Qj Vj: Qivi �Hi Angle Hl� Hj I.YI-It 0.5,Ht Final H Surface Elev. Rim,,Elev .Number (2) (4) (7), MAW (10) (11) (12)� (1?,) (14) (15) (16) (197) 0 8) �(19) (20) (21) 0 2606% 00879 1 7A29 02571 77= 4,510 153 1 0A110 80 1 0.2093 Z� 1.3765 0;688,8 0.776 639.32 A9 t2�5 6,8tQ3 49.00 1.1283%a O�5528 10,441 Q, 0 656,15 4� 7�3, 0 01I I om,0.5 I 1 0, 8424 1 0.42,12 1 101 ,32 ME 636.16 1 1.25 1 230 1 133.44 10.1747% 1 0.2331 1 15.258 1 0.1288 1 1 1 1 1 1 1 071288 1 0,1:674 1 0.0837 1 0.317 1 636.48 1 640-56 82 620-40 ZOO 9�813 Q-5 0A,890% 0,1741 �5_1800 A_1567 9�84$ 71200 70.9 0-817 63 .. ....... -b., ............ 1�1 - 053 0.795 O�074 1_079 630�48 1 6 T 0.00 OXXXXX. A9 .... . . .. . ........ ....... .. . ... ... ... ................. 0 -2 0.35 M7 .4 . ... . . ... NNW 30- 8.3% [slbpe .......... 19 20 211 . .... 23 24 at) (cf I S) B4 631,W 17.0 ft height 1 ................... 9t87 :29,00 0;88341,%� 0.2562 7300 0,?482 5,946 6,676 393 G.242�2 0,5 :0,42212 QA126 1,1364 O�5932 0,849 632,45 6X 11 0.55 0.31�min. 0.26 0-5 0.51 614 X . .... . ... Chart .... ......... 5 pipe 1 4 ftl &8 ft 0,1min. G4 . ................. 0�5 1 0.65 9-60 2_0 ................ . . ,Bb 633,31 1.26 0,43 631,50 0_0045% 010,028 5,780 0.1566 1.Umin N H FiFure 15-4 E AIA .............. 24 0.0000 0,1556 0.38 ............. '0.158 633_47 636,50 ..... ..... BIA . . . ..... 7 .................................... t.Approx.. 100'Flow Developed .......... . 0,46 ............ ......... .... ......... . .......... ........... ................. .............. .......................... 56min ... ... ... . . . I it76 4 4,080 . . ..... M SEEM ZOO. 1&91 11210 . . . . . . . . . 0.151690%. a0738 116�8 1 00 J�,;�148 �16.418 14,147 23243 to��77 46 lt,4$015 3A937 X. 624�54 634,25 Al 6120.,60 .......... . ....... . .. ... .......... ...... . ......... ........... A3 634_60 ZOO '16.46 43,10 0-5296% 0-2282 11�644, 0.6316 14�808 6,478 95,�Ia oi2281 61 043323 1.11920 1,5496 07748 IM3 63&60 641�84 ................. .......... A5 636.97 2_00 12-41 49,14 0�3012�,Q 0.1480 T666 0273$ 11477 71,654 9515 G,131,84 90 01.6368� 1 M89 115976 0-7988 0-947 637.92 64154 .................. )Q%4 PAM MAW 33 72 0 2606% 00879 1 7A29 02571 1 3.386 4,510 153 1 0A110 80 1 0.2093 :110599 1.3765 0;688,8 0.776 639.32 To Inlet Area :1 m pe rvi ous 1 X__ A Q-5 .... . .. ..... . ... .. ....... . . .. 0.00 ............... . A 5 ............. . 0.44 0.8.6 . . . . . ........ . . _511 .. ....... -b., ............ 1�1 - ........ 0.795 O�074 ...... ... 2047 ft'swale 0.5 T 0.00 OXXXXX. A9 .... . . .. . ........ ....... .. . ... ... ... ................. 0 -2 0.35 M7 ....... SAW . ... . . ... 0 0.26, 8.3% [slbpe .......... 19 20 211 22 23 24 at) (cf I S) 00 (ft) 17.0 ft height 1 ................... (ft) .... Chart O�33 TOC;=!, 0,5 .. 0;67 1 0A Oi2O 0,5 0-40 3,63 XXXXXXX.I... ME, 117�i__1 Chart -136: .......... .......... TOC TO STM MUM 0.55 0.31�min. 0.26 0-5 0.51 614 X . .... . ... Chart .... ......... 5 pipe 1 4 ftl &8 ft 0,1min. G4 0.33 1 0�5 1 0.65 9-60 To Inlet Area :1 m pe rvi ous 1 C A Q-5 .... . .. ..... . ... .. ....... . . .. 0.00 ............... . A 5 ............. . 0.44 0.8.6 . . . . . ........ . . _511 .. ....... -b., ............ 1�1 - ........ 0.795 O�074 ...... ... 2047 ft'swale 0.5 ..... . ..... ... .... ..... . . 0.00 OXXXXX. A9 .... . . .. . ........ ....... .. . ... ... ... ................. 2:9 .38, 2,349 0.35 M7 ....... SAW . ... . . ... ... . ... .. ... .. .9. 0.26, 8.3% [slbpe .......... 0�5 10.5'min ............... 1 0� 51. 6.29 0.46 ........... .............. ... .. ................. . 0.8 min. Kirpich:Chart ................ 8:2 17.0 ft height 1 ................... 0.7,'min. 'Kirpich . ............... ................. . .... Chart O�33 TOC;=!, 0,5 .. 0;67 1 0A 17,392 11,439 0.69 0.40 XXXXXXX.I... 0-35, C-val ue ............................. :m 9.1 in !Seelve Chart -136: .......... .......... TOC TO STM 55 ft S. C1. f low� 0.55 0.31�min. N/A 6,379 0,,5.8 4_73 X . .... . ... Chart .... ......... 5 pipe 1 4 ftl &8 ft 0,1min. G4 To Inlet Area :1 m pe rvi ous 1 C A .......... . ....... . .......... .... . .. ..... . ... .. ....... . . .. :A8A ............... . A 5 317,401 8�8!42 0.44 0.8.6 1� 25 1 Z62 T 5Q�01: 10.1044%� I O.OK2 016,26 1 0.2114 1 0AG57 1 0.188 1 540.15 1 642.50 Ott t I I Fr g�' . . .. ...... SM TURVE.Sa :00 EW" VP glal Z' 40", NY, 4 & ,Z, .......... ............. ........... .j 'x J:: P" : A 7�. tt;;; Itx, D �tt, R, . ..... .. ... ViN z Er tr N T IP. !tt, .4 ... .... .. 'MI �1:111"1*111.1..., TO TO STM A8. 26 t 4 gg ""29 381 SF MA:y 01 at 656401 t. '2 349 1 #t i�, i lti-xt TO STM 66 3 V;. XIA 1-7 INILET 10,929 SF ;10. V TO STM A7B UAU 0 V R 14­!j:*6�', `46 808 SF �_�ULVERT lot 38 NOTES: NO CALCULATIONS ARE 415111 IMP. tt, RES t.. -7 STRUCTU PERFORMED FOR THE DI 0 SE WI CAU ST TH <' AC DRAINAGE AREAS BE �\x -URE t, 17 A' OF THE NON-CRITICAL STRUM 'S X 98;651 TQ STM'Aq,\ 1 /61: 3 PLACEMENT WITHIN TURF AREAS THESE STRUCTURES DRAINAGE AREAS TO DOWNSTREAM OF THE DEVELOPMENT. 7 . . . ... .... ... . .... .... .. ARE LISTED ON THE INLET SUMMARY TABLE. TIME OF CONCENTRATIONS ARE 7�401 SF Z TO STM A4 Milli x A A ....... � 7 TO BE 5.0 MIN UNLESS LISTED ow E� ;N" ASSUMED 12 IMP OTHERWISE. M/ X �h _4 § 0/ to �i 010� Z N. .... . tid M It _Vs B1 T A X . . . . . . . . . . . . . . . . . . . . . . . IMPERVIOUS < ........ ... . . ... ...................... . ............. ......... .. 24 ........ :A8A 4 �7 0 0.30 035 1MM.overland1low, jsjo, 15AXi pe 111 ... . .. ...... 10.4',min ...... ... 2047 ft'swale 46'.808 ..... . ..... ... .... ..... . . 10.Wmin.'Kirpich OXXXXX. A9 2:9 .38, 2,349 0.35 M7 ....... SAW . ... . . ... ... . ... .. ... .. .9. 120 ft' overland flow 8.3% [slbpe .......... 135 10.5'min ............... 98� 643 26,207 0.46 2.26 0.8 min. Kirpich:Chart ................ 8:2 17.0 ft height 1 ................... 0.7,'min. 'Kirpich . ............... ................. . .... Chart TOC;=!, x. .. C3A 17,392 11,439 0.69 0.40 XXXXXXX.I... 0-35, C-val ue ............................. :m 9.1 in !Seelve Chart -136: .......... .......... TOC TO STM 55 ft S. C1. f low� C4 0.31�min. 13,431 6,379 0,,5.8 0.31 X . .... . ... Chart .... ......... 5 pipe 1 4 ftl &8 ft 0,1min. G4 52,287 32,276 O�67 1.20 2_0 ................ . . 6.5 35 ft ove r1a In d flow Areas to DI -7 Inlets not computed: 0.35 C -value ............. 7�5::rn in. ............ . ....... Seelye Chart ............ ............... 258 ft s. c.. f lowj ie I d 5,,W/o1sIot)et ... ...... 4�5 fps velocity 1 1.Umin N H FiFure 15-4 E AIA .............. 1615. 0.5 min.. 0.43 0.38 ............. TOC 9 . . .. ..... ..... BIA . . . ..... 7 .................................... t.Approx.. 100'Flow Developed .......... . . .. ..... .... . 0.34 0,46 ............ ......... .... ......... . .......... ........... ................. .............. .......................... 56min ... ... ... . . . I it76 4 4,080 M F1 18,9571 3,012 0.40 0.44 ,Area to Road Culvert: 1� 25 1 Z62 T 5Q�01: 10.1044%� I O.OK2 016,26 1 0.2114 1 0AG57 1 0.188 1 540.15 1 642.50 Ott t I I Fr g�' . . .. ...... SM TURVE.Sa :00 EW" VP glal Z' 40", NY, 4 & ,Z, .......... ............. ........... .j 'x J:: P" : A 7�. tt;;; Itx, D �tt, R, . ..... .. ... ViN z Er tr N T IP. !tt, .4 ... .... .. 'MI �1:111"1*111.1..., TO TO STM A8. 26 t 4 gg ""29 381 SF MA:y 01 at 656401 t. '2 349 1 #t i�, i lti-xt TO STM 66 3 V;. XIA 1-7 INILET 10,929 SF ;10. V TO STM A7B UAU 0 V R 14­!j:*6�', `46 808 SF �_�ULVERT lot 38 NOTES: NO CALCULATIONS ARE 415111 IMP. tt, RES t.. -7 STRUCTU PERFORMED FOR THE DI 0 SE WI CAU ST TH <' AC DRAINAGE AREAS BE �\x -URE t, 17 A' OF THE NON-CRITICAL STRUM 'S X 98;651 TQ STM'Aq,\ 1 /61: 3 PLACEMENT WITHIN TURF AREAS THESE STRUCTURES DRAINAGE AREAS TO DOWNSTREAM OF THE DEVELOPMENT. 7 . . . ... .... ... . .... .... .. ARE LISTED ON THE INLET SUMMARY TABLE. TIME OF CONCENTRATIONS ARE 7�401 SF Z TO STM A4 Milli x A A ....... � 7 TO BE 5.0 MIN UNLESS LISTED ow E� ;N" ASSUMED 12 IMP OTHERWISE. M/ X �h _4 § 0/ to �i 010� Z N. .... . tid M It _Vs B1 T A X . . . . . . . . . . . . . . . . . . . . . . . 'Sparrow Hill .......... IMPERVIOUS < ........... .. Time of Concentration Calculations HMP DRAINAGE DIVIDE STRUCTURE DRAINAGE DIVIDE 'Sparrow Hill .......... Z ........... .. Time of Concentration Calculations ................ . ........... .... ..... 1MM.overland1low, jsjo, 15AXi pe 111 0.35 C -value 10.4',min Seelye Chart. 2047 ft'swale . ............ 77 ft 'height 10.Wmin.'Kirpich Chart ............... TOC 20.4.min.. R,.i 120 ft' overland flow 8.3% [slbpe .......... 0.35.C -value .......... 10.5'min ............... See lye Chart ........ .............. 131ft�swale 10 5fti height 0.8 min. Kirpich:Chart 531 ft'pipe 17.0 ft height 1 ................... 0.7,'min. 'Kirpich . ............... ................. . .... Chart TOC;=!, 12.0! mi n. .. ............ . . . ........ . .......... . . . . . . .... . ...... 87ft'overland�� 0-35, C-val ue ............................. :m 9.1 in !Seelve Chart -136: .......... .......... TOC TO STM 55 ft S. C1. f low� 3.t6fPS'veloCitVt 1 .......... 0.31�min. ---NEH Figure 15 -4 '9.1+0.3 9.4 MIN . ...... .................. ........... 14.6kswale 2.5ft.height 1.6 �min.'Kirpich . .... . ... Chart .... ......... 5 pipe 1 4 ftl &8 ft 0,1min. Kirpich:Chart TOC=; 113: �min. ................ . . .................... 35 ft ove r1a In d flow 6%. [slope 0.35 C -value ............. 7�5::rn in. ............ . ....... Seelye Chart ............ ............... 258 ft s. c.. f lowj ie I d 5,,W/o1sIot)et ... ...... 4�5 fps velocity 1 1.Umin N H FiFure 15-4 E .... 524ft.pipe .............. 46.3 ft' height 0.5 min.. lirpich Chart TOC 9 0: min. minimum .............. . C ............ . ...... . . . ..... . ........... . . . . . . . ...... .................................... t.Approx.. 100'Flow Developed .......... t.urf & impervious conditions: . .................... .......... ............... . ..... ............................... -------- rnt.n.. .......... ............ ......... .... ......... . .......... ........... ................. .............. .......................... 56min ... ... ... . . . 0 :2 0 U L�N LO 6 Z ff W zw to I Z W W a_ Z 0 z V) D 0 0) W < > D Ui I- -ji (n > (n z i_- 0 W _j U j SHIMP.> L q. No, 45 M83 S-10Ni\L r,�,.l Q Q) 0 0 E E E C- 0 C- F E E 0 0 0 (D cn 0 0 0 0 CD CO 0,4 C14 (D - U) CD 441MENIN z 0 U. > U) 2% z z z 0 U U Uj J APO U. z 0 LU ^A J Uj < z Date 07/11/2017 Scale 1 "=20' Sheet No. C20 OF 21_ File No. 15.055 i. iiii I'll s1'!W1 Sheet Index P"twi WOO IPOO €m tv 1 - Narrative, Site Notes, and General Notes 2 - Implementation Procedures 3 - Phase 1: Sparrow Hill TTC-1.1 4 - Phase 2: Sparrow Hill TTC-5.1 5 - Phase 3: Sparrow Hill TTC-22.1 Project Narrative Phase 1 shall include all work that can be completed on the Sparrow Hill site without encroaching on the shoulder. Phase 2 shall include all work on the Sparrow Hill site that requires shutting down the shoulder. Phase 3 shall include all work on the Sparrow Hill site that requires shutting down a lane of traffic. MOT PLAN FOR SPARROW HILL Implementation • d Site- Notes: 1. Signs W20-1 and G20 -2(V) shall be mounted on posts. 2, All striping shall be painted within 24 hours of laying new pavement. 3. During Phase 2, the contractor shall maintain 11' travel lanes in both directions. 4. If edge lines are removed, a temporary edge line shall be installed. TMP General Notes 1. It is not the intent of this plan to enumerate every detail which must be considered in the construction of each stage but only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed by the Engineer. The Contractor shall submit traffic control plans not expressly outlined in the Virginia Work Area Protection Manual for approval at least 30 days prior to performing the work. No deviations from the plans will be allowed without Prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unless the contractor submits an alternate sequence and secures the' approval of the engineer for a sequence which will both expedite construction and lessen the effect of such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the 2009 MUTCD, the Virginia supplement to the MUTCD, the 2011 Virginia Work Area Protection Manual (latest revision), 2007 Road and Bridge Specifications, 2008 Virginia Road and Bridge Standards, and as directed by the Engineer. 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. 8. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary drainage structures is to be included in the price bid for other items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide, with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide, including gutterpon. 11. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 12. Only uniformed law enforcement officers are allowed to directed traffic through an operating signal (see section 46.2-834 of Highway Laws of Virginia). Floggers do not have the authority and shall not direct traffic through a signalized intersection. 13. When proceeding from one phase of construction to another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re -striped accordingly. 14. The contractor shall be responsible for maintaining any existing signs, unless otherwise advised by VDOT Engineer to remove or relocate. 15. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 16. The contractor shall submit a Traffic Control Plan to the engineer for approval prior to the beginning of each phase. The Traffic Control Plan shall show all necessary traffic control devices, including signs, pavement markings and channeling devices. Public Communications Plans and Transportation Operations Plan Notes Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P,M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d. Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lane closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily during Ione closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notify the Regional Traffic Operations Center to place lane closure information on the 511 system and VOIS will be: a. Contractor to advise VDOT project inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr. to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location), 911 Center - 911, Haz-mot Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident, contractor may have to cease work. c. Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d. Inspector to notify Construction Manager/Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor's Work Zone to verify the proper set up. Process of notification of incident to be followed is: Contractor to call: Project Maintenance of Traffic Coordinator (Inspector) Dennis Seale (VDOT) 434-531-2877 Project Manager (Construction Manager) Dino Goodman (Site Contractor) 540-872-5105 Area Construction Engineer Adam Moore (VDOT) 434-422-9782 Residency Administrator Joel DeNunzio 434-531-2846 Regional Work Zone Safety Coordinator Forester Wright 540-569-6985 Regional Traffic Engineer Jamison Strasser (VDOT) 540-829-7411 The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modifications and implementation of any improved traffic control plan. 17. All permanent pavement is to be constructed through the base course only in the initial stages. The final surface course is to be applied prior to switching traffic onto the new location or as approved by the Engineer. 18. The contractor shall review with the project engineer the final plan to maintain traffic for all phases of work. Any significant changes in Phase of Construction will require approval of the Virginia Department of Transportation (VDOT) Traffic Engineer. Minor adjustments of the maintenance of traffic plan shall be approved by the Project Engineer. 19. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual (latest revision). 20. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 21. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 22. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 23. Flagging operation shall not hold traffic longer than 5 minutes without approval of the Engineer. 24. The Contractor shall provide notice to the Police, Fire, and Rescue, and the School Superintendent 48 hours in advance concerning all detours and road closures of any nature. 25. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 26. No traffic pattern switches will be allowed on Friday, Saturday, or Sunday and/or the day before a holiday or as directed by the project engineer. 27. A suitable foundation shall be provided for channelizing devices an al associated o d I sociat d c st shall be included in the price of Group II channelizing devices. 28. The contractor shall maintain a minimum of one 11 ft. wide Ione in each direction at all times, except during temporary lane closure or as directed by the Engineer. 29. All pavement markings and traffic flow arrows are scheimatic only. 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