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HomeMy WebLinkAboutSDP200600051 Plan - Approved Final Site Plan and Comps. 2006-12-22I CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY 06 ���� �Y � IV � BUILDING OFFICIAL ) Z Z'Z• � �o ARCHITECTURAL REVIEW BOARD, VIRGINIA DEPARTMENT OF TRANSPORTATION 42 EROSION AND SEDIMENT CONTROL DETAILS 11 43 ROAD PLAN AND PROFILE 12 44 ROAD DETAILS 12a 45 STORMTECH 1 DETENTION FACILITY DETAILS 13 46 STORMTECH 2 DETENTION FACILITY DETAILS 14 47 FILTERRA DETAILS 15 48 UTILITY DETAILS 16 49 UTILITY DETAILS 17 50 SITE DETAILS 18 LANDSCAPE, HARDSCAPE AND LIGHTING SHEETS PREPARED BY ROBINSON FISHER KOONS (ATTACHED) 1 LANDSCAPE SITE PLAN LO.0 2 CONSERVATION PLAN LO.1 3 LANDSCAPE PLAN L1.0 4 LANDSCAPE PLAN L2.0 5 LANDSCAPE PLAN L3.0 6 LANDSCAPE PLAN 1-4.0 7 LANDSCAPE PLAN L5.0 8 LANDSCAPE PLAN L6.0 9 SITE LIGHTING PHOTOMETRIC PLAN L7.0 10 SITE LIGHTING PHOTOMETRIC PLAN - L7.1 11 SITE LIGHTING PHOTOMETRIC PLAN L7.2 12 HARDSCAPE- SITE PLAN H1.0 13 HARDSCAPE- ENTRANCE PLAN H2.0 14 HARDSCAPE- ENTRANCE DETAILS H2.1 15 HARDSCAPE- CLUBHOUSE & POOL AREA SITE PLAN H3,0 16 HARDSCAPE- CLUBHOUSE & POOL AREA DETAILS H3.1 17 HARDSCAPE- CLUBHOUSE & POOL AREA DETAILS H3.2 18 HARDSCAPE- SITE DETAILS H4.0 19 HARDSCAPE- SITE DETAILS H4.1 20 HARDSCAPE- COMPACTOR DETAILS H5.0 21 HARDSCAPE- MAILBOX & STAGE DETAILS H6.0 T�� 111n Generation F4.1 res RETAINING WALL STRUCTURAL DRAWINGS: PREPARED BY PINNACLE DESIGN/BUILD INC (NOT ATTACHED) USE CODE: 230 Site Data TRIPS PER DAY (ITE): 5.86 TRIPS PER UNIT '� TOTAL NUMBER OF UNITS: 300 TOTAL TRIPS PER DAY (ADT): 1758 (300 X 5.86) OWNER: THE DOVETAIL COMPANIES 1550 TIMOTHY ROAD ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES: 1 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED 13. ALL TURF AREAS THAT ARE IMPA';TED OR DISTURBED BY i- n CONTRACTOR VEHICLES, • SUITE 201 ATHENS, GA 306060 DEVELOPER: THE DOVETAIL COMPANIES CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION EQUIPMENT OR ACTIVITY SHALL n7 . I,EPAIRED, REGRADED, AND RESEEDED IMMEDIATELY. SANITARY SEWER AND WATER MAIN CONSTRUCTION 1550 TIMOTHY ROAD, SUITE 201 DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY SIIALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING 14. THE CON TRACTOR'S WORK Sr�r��l. ULE SHALL BE COORDINATED WITH THE OWNER AND THE ATHENS, GA 306060 REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE 013DINANCE AND MANUALx AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL BUILDING CONTRACTOR. � 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SER';�J�;E AUTHORITY REQUIREMENTS OF THE PERMIT SHALL GOVERN. DEVICES_, THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING i-E <PROPER SERVICE TOTAL SITE ACERAGE: 24.046 AC Bii RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED AUTHORITY OFFICIALS AT THE START OF THE WORK, MATERIALS AND CONSTRUCTION METHODS SHALL INf'0 THE' STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED 15. PARKING FOR THE CONTRACTOR",) VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. TAX MAP / PARCEL: TMP 07600-00-00-046CO 2. ALL PAVING, DRAINAGE RELATED AND STANDARDS OF VDOT UNLESS LIlrIIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE, THE SPEED LIMIT IS THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. �faF. ,,.n 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROP � ��a A .,RK ARE NOT TMP 07600-00-00-046C2 CONFORM TO CURRENT SPECIFICATIONS BE POSTED 5MPH BELOW THE DESIGN SPEED. PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. f. NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY A. PROXfMATE. THE TMP 07600-00 00-046C3 OTHERWISE NOTED. 'A',!ES 22• AN APPROVED SET OF PLANS Af1D ALL APPLICABLE PERMITS MUST BE MAINTAINED AND CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROU' ` AND 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE 15, ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE MADE AVAILABLE AT THE CONS-INUCTION SITE BY THE CONTRACTOR. STRUCTURES AS NECESSARY. ZONING: ENTRANCE CORRIDOR (EC), RESIDENTIAL-15 (R15) WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO F``lAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN ANY CLEARING, GRADING OR OTHER CONSTRUCTION. OF THESE PLANS SHALL BE NULL AND VOID. APPROVAL23. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT: g,'TIJPJ OF THE PROPOSED LAND USE: CONDOMINIUM RESIDENTIAL PLANS. THE CONTRACTOR SHALL. NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTE�� -�`�,, THE ALBEMARLE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. COUNTY SERVICE AUTHORITY. MAGISTERIAL DISTRICT: SAMUEL MILLER THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING,'OR THE OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. DIPECTORS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND 24. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES 4• DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, PROPOSED SETBACKS: ADJACENT FOR BUILDING HEIGHT CONVENIENT ACCESS. IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT 29' FRONT (25' + 4') 5• PAVED, RIP RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 19' SIDE (15'+ 41 OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS 17, USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT DEMOLITION. 24' REAR (20'+ 4') DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM 25. CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS. THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT MAXIMUM BUILDING HEIGHT: 37' 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 18 . A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT CONCRETE PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED. LINES, SERVICE LATERALS, AND WATER LINES, ETC. TRAFFIC CONTROL DEVICES, DOT ARE DEEMED INACCESSIBLE TO VREQ INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S , - NUMBER OF EMPLOYEES: NOT" APPLICABLE MAINTENANCE PROGRAM AOWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED AND AND THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE.OF ROADSIDE DITCHES. ' 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE IN ACCORDANCE WITH VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT CONNECTION CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE � 'PARKING: THE PROPOSED USE IS A HYBRID BETWEEN CONVENTIONAL RESIDENTIAL PIPE - CLASS III. AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HOPE) LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE 8, VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE par REQUIRED: AND STUDENT HOUSING. PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE WORK UP TO A SINGLE BOX ON EACH BUILDING. VALVE DURING A FUTURE EXTENSION OF THE LINE. CONVENTIONAL RESIDENTIAL REQUIRES 2 SPACES PER UNIT. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH PIPE MANUFACTURER SHOULD HOLD A PRECONSTRUCTION MEETING FOR INSTALLATION 300 UNITS X 2 SPACES = SPACES MINIMUM REQUIRED OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE 27. THE POWER COMPANY WILL PERFORM ITS OWN WORK UP TO AND INCLUDING THE 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A AND 720 PERMITTED AS MAXIMUM (120% OF MINIMUM). STUDENT HOUSING JOB SITE DURING THE INITIAL PIPE INSTALLATION. CONNECTION TO THE ELECTRIC METER FOR THE PROPOSED BUILDING. THE TELEPHONE AND MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE REQUIRES 1.25 SPACES PER BEDROOM X 750 BEDROOMS=938. CABLE TV COMPANIES WILL PERFORM THEIR OWN WORK UP TO THE BUILDING. AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE ALBEMARLE COUNTY GENERAL NOTES FOR PUBLIC ROADS: GENERAL CONTRACTOR NOTES: WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S•A. AS -BUILT PLAN QHECKLIST, LATEST PROVIDED: 729 REGULAR PARKING SPACES 28. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE EDITION. f 16 HANDICAP SPACES (INCLUDING 12 VAN ACCESSSIBLE) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, OUTFALL. PIPE SHALL BE 6-INCH MINIMUM DIAMETER AND CONIFORM TO VDOT STANDARDS 745 TOTAL SPACES INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH 'LOCAL SB-1. NOTIFY ENGINEER IN ALL CASES. 10. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS 'OTHERWISE NOTED. FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT), THIS PLAN AS AND'STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY MAXIMUM DWELLING UNITS: 300 UNITS (3 UNITS PER BUILDING) DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. EXIS1•ING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A 29. UNLESS OTHERWISE SPECIFIED,;FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 6-INCHES 11. BEFORE FILIAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORARILY SHUT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALLPERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FFE). GRADES SHALL SLOPE A OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE, GROSS RESIDENTIAL DENSITY: 12.5 DU/ACRE GOVERN. TRANSPORTATION (HEREAFTER ABBREVIATED VDOT). WHERE ANY DISCREPANCIES OCCUR, MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER PROPOSED/EXISTING - THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. GRADES. A DITCH OR OTHER MEANS OF. ADEQUATE CONVEYANCE CHANNELS SHALL COLLECT 12. 95% COMPACTION REQUIRED ON ALL PIPE CONSTRUCTION IN FILL AREAS. LANDUSE SUMMARY: 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL AND DIRECT RUN-OFF AWAY FROM THE STRUCTURES. BUILDING FOOTPRINTS: BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF 2. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE PEDESTRIAN PEDESTRIAN SURFACES: 40,1554SF 40,155 SF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE 30. 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT EARTHWORK/ DRIVES/PARKING: 2 51,18 5 SF CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER GRADING ESTIMATE WHICH WI L S!=RVE AS THE BASIS OF ALL CONTRACTUAL OBLIGATIONS ITEM EXISTING PROPOSED RECREATION: 53,175 SF (5% OFTHE SITE) 3, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEED'1NG WITH BETWEEN THE CONTRACTOR tip OWNER. OWNER TO NOTIFY ENGINEER OF THE OUTCOME DEDICATED TO PUBLIC USE: 50,360 SF (1.16 AC, 6% OF THE SITE) SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND OSHA STANDARDS FOR THE CONSTRUCTION WORK. OF CONTRACTOR'S ESTIMATE, BENCH MARK LANDSCAPE/OPEN SPACE: 485,157SF (11.27 AC, 47% OF THE SITE) PIPE INSTALLATION MUST COMPLY WITH PROPERTY / RIGHT OF WAY LINE INDUSTRY (29 CFR PART 1926). 3, DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED. BY TILE ENGINEER/LANDSCAPE ARCHITECT. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL SETBACK LINE Site SeC1fiCS�M1SCellarleOUS 1 THAT MAY BE NECESSARY IN iHc COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH -MOVING CONTOUR -_ WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO - 4• THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND ACTIVITY IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER. 1• THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. ANY CLEARING, GRADING OR OTHER CONSTRUCTION. UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY INDEX CONTOUR 10 10-_._-_- THE. EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. BUILDING 2• THIS SITE IS NOT ADJACENT TO ANY WATERCOURSES. 5• UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). SITE CONSTRUCTION PAVEMENT _ SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE WATER MAIN 3 NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100-YEAR FLOOD PLAIN. SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. 5. THE ,CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES 1. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR - W- - - W- - _w W _ IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. TESTS SHALL BE PERFORMED ON „HE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE WATER VALVE 4 NO SEPTIC SETBACK LIMITS AFFECT THIS SITE. DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST THE E ISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY OF 10 OR GREATER IS NOT OBT tlivi BLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE. `d STORM SEWER RESULTS FOR APPROVAL. APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY ENGINEER. - 5• ALL BUILDINGS WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS OF FIRE SUPPRESSION. MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES SANITARY SEWER S- 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. NOT, 0,=.-RECORD OR NOT SHOWN ON THESE PLANS, THE CONTRACTOR SHALL BE 2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED INLET - - $ - - - S_-n :' -,S S � 6• MAIL WILL BE DELIVERED TO A CENTRAL LOCATION WITHIN EACH BUILDING. LOPE IS 2:1 HORIZONTAL: VERTICAL). WHERE REASONABLY THE MAXIMUM ALLOWABLE S ( RESPO-,JSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING STOP WORK IMMEDIATELY AREAS. ~. "_ �� ""' --�--_�� z�. ,__ �. MANHOLE- _ _,-_.__- r _._____, -_n. C r OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, _.- - � UTILITY POLE 7• EACH OUTDOOR LUMINAkRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR MORE MAXIMUM. LUMENS AND NOTIFY THE ENGINEER. 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED W ACCORDANCE WITH THE VIRGINIA LITTER -0' SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT 7. AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC SURFACE DRAINAGE A CONTROL ACT, NO LESS THAN ONE UTTER RECEPTACLE SHALL BE PROVIDED AT THE TELEPHONE PEDESTAL ® - AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE 6. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR CONSTRUCTION SITE, OVERHEAD TELEPHONE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, EASEMENT ,_ 8• THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN E CONTRACTOR SHALL FIELD VERIFY -THE LENGTH OF ALL STORM WATERCOURSE THE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY 4. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE _ - RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1I2) FOOT CANDLE. DRAINAGE PIPE. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE WITH VDOT STANDARD ST-1. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION. -- --- BITUMINOUS PAVEMENTS '---------------�---, ` CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER _ ""` '� ---------'-------'----------------- ------ CONCRETE PAVEMENT �-----� � ;.; .;: 9. CRITICAL SLOPES WAIVER HAS BEEN APPROVED DURING THE PRELIMINARY ITE PLAN APPROVAL, S 8. GUARDRAIL LOCATIONS ARE APPROXIMATE, EXACT LENGTH, LOCATION AND APPROPRIATE HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE 5. ALL CURB INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION AT THIER THROAT TO PROMOTE .,; ,, ,.; ----------------------- END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARISING FROM POSITIVE DRAINAGE TO THE INLET. ALL YARD INLET RIM ELEVATIONS SHOWN ARE APPROXIMATE.. CURB . 10. ARE BASE ON USGS NORTH AMERICAN VERTICAL DATUM 1988. SURVEY USED CITY OF GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". FINAL ELEVATIONS SHOULD `BE DETERMINED AFTER FINAL GRADING AT THE TIME OF FINAL CURB WITH GUTTERELEVATIONS ------------------------- CHARLOTTESVILLE GIS STATION 110 AS REFERENCE POINT.,_„ SEE SHEET 2 FOR FURTHER DETAILS. THE DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY. ACCEPTANCE OF THE PROJECT. GAS LINE - G- - - G- - - WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE 7. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND DRAINAGE AREA DELINEATION 11 THE ITE CODE FOR THIS SITE IS 230: RESIDENTIAL CONDOMJNIUM/TOWNHOUSE. EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL COMPLETED WITH THE SITE WORK. THE .DEVELOPER SHALL BE NOTIFIED AS TO THE 6. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE BE INCREASED TO SEVEN (7) FEET. RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. ADEQUATE AS -BUILT CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT END SECTIONS SWALE/DITCH ( r-••..--•••.-_••-�-. 12. ALL ROADS ARE NOTED AS PUBLIC OR PRIVATE ON THE PLANS, THE ONLY THAT WILL RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE CONTRACTOR, WHERE APPLICABLE. RIP RAP BE A PUBLIC ROAD IS THE PROPOSED MOUNTAINWOOD RD EXTENSION FROM SUNSET 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY' ENTRANCES 8, BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE STORM DRAIN IDENTIFIER �� THE PROPOSED R.O.W. IS 60 FT FOR THIS SECTION, ALL OTHER ROADS SHALL CONFORM TO VDOT CG-9(A,B OR 0). 7, STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLET BOX. L BE P WILLBE P WILRIVATE. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. SANITARY SEWER IDENTIFIER &2 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 8. UNLESS OTHERWISE NOTED, ALL ROOF DRAINS SHALL BE TIED INTO EXISTING AND/OR PROPOSED UNDERGROUND ELECTRIC LINE -UGE- - -UGE UGE- SHALL CONFORM TO VDOT STANDARD PE-1. 9, UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK SEWERAGE SYSTEMS. COORDINATE INTERGRATION OF SYSTEM WITH ENGINEER AND SITE -UGE- ELECTRIC LINE RCV1S'Oi5 BLASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTION, CONTRACTOR PRIOR TO CONSTRUCTION. OVERHEAD -OHE- - -OHE- -OHE OHE- 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A EXPLORATION AND DISPOSAL. UNDERGROUND TELEPHONE LINE -UGT- - -UGT- -UGT UGT- I NH DRAINAGE CHANNEL WHEN, - OVERHEAD TELEPHONE LINE 2. 09/11/06 Count Comments OR THE DIRECTORS 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH MUTCD STANDARDS, LATEST OHT OH T �, �LTH of / DESIGNEE, IT IS DEEMED NECESSARY. PAVEMENT, BUILDINGS AND WALL AREAS. EDITION. REINFORCED CONCRETE PIPE fi'CP RCP 3. 9/29/06 County Comments G� FIRE HYDRANT Ff/ FH 4. 11/03/06 County Comments 12. A MINIMUM CLEAR ZONE OF TEN (101 FEET FROM THE EDGE OF PAVEMENT SHALL BE 11. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARICADES SHALL BE INSTALLED BY THE 5. 11/13/06 Sewer Line D Revision MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE WORK FROM THEFT AND VANDALISM, THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, THEY YARD DRAIN 6. 11/24%06 ACSA Comments �� y MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. ANY MATERIAL STORED AT THE SITE. RE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR TOP OF CURB TC TO 7. 12/01/06 County Comments ROBERT B. MCKEE OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM BOTTOM OF CURB NO. 7 83 � 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH 12. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, SHRUBS, ETC.) TRAFFIC CONTROL DEVICES, LATEST EDITION. BC BC SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL LOW POINT LP LP ��o �� � ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. BE MADE AS NECESSARY AT NO COST TO THE OWNER. DROP INLET D/ DI �SSI NA EXCEPTIONS WILL NOT BE ALLOWED. TOP OF THE STAIRS TS TS BOTTOM OF THE STAIRS BS BS TOP OF THE WALL TH TW °` BOTTOM OF THE WALL gm/ BW VIRGINIA DEPARTMENT OF TRANSPORTATION VDDT VDOT r� ��=�y`1)� 4 Sheet No.: 01 01 of 50 r I ---. �11 � / _­____,.___ —, I I '0_��', / , '1� i --,, -,� I ,I > I 1 - �� 0 I N I I e_1 __�_,_,__,_,J / '1� . '--,, -,\ I 1. I , I �, I \ I I 11 I I , / / 'IN _\ It -� � I I ; \ _/ / I -, J ,,, , " , . 1 ! 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THE TOPOGRAPHY HAS BEEN PREPARED BY VIRGINA RESOURCE MAPPING, INC, LOCATED IN , ,---/,///" �,,, ,\ `� \ \, , , / � . � - - - -,- - - / / " / / It ,,, /- -,' / I \' \ \ - , , � __ 1, \ \ � \ . , , I "I , \ � . � � .... ..... . - ­­_,_­__ --"* _­ � ZONING: 9ESIDENTIAL - �, / I / 1, � i ,,, --- -: -: : / / *1 \ , 'Ji, �, \ , , _ / , " - \-,�,�,_ - . \ R _� \ 11 , . / LEESBURG, VIRGINADATE OF THE PHOTOGRAPHY IS FEBRUARY 7, 2005. 1 ,) I 11 I Z____.�_, 0", , \ \ \ " I ) \ I � \ \ \ I " '­ ­ - -, I \ 1\ I I , I 11 / / _'­ --- , -� i \ \ \-. \ \ 'I, --.-.- __.- ____ - __ __ --- - -, z ,/// /// / // ., / 1i I __ 0 . \ � - . / / / / 11 i .1 I'll 0 __� I I ir � X � 1 . � , / . 1, % \ .. ­ - ­1 �---�11 �Z_1- . /, . - ( I \, ) /10 I / / 1i / 1 / , li ,_ -_ - - - ­_ / // . . ­ _- -- - ­ -_ __ �_ , I , -----I , \ I 11 - / / / / , -, __ -,-. - / " " \ , / / z , "-" ., , / / , I _� \V � \ I 1 \ ---\- --- -, I 1. \ ,\ N, \ ,_ _. 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All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. - r r*N �*o .1 1:0-mk) ��7 .0� U) �� _<� I ;__1 * " �> 0 �I­I F----' �_� �_I­Il �-_) �:) rc� ;_q nJ ,� 4 0 IE� C) C) C) �10 :� U U �: -4 0 4 .�� � 0 F__, U) 0 �_I­ll( >< �� U �4 F---q Ill, I L,./Or ;,1lP,;t lee, I . =.-J Revisions: 1. 08/10/06 ACSA Comments 2.09/29/06 County Comments 3.11/03/06 County Comments Scale: . I 111 = 501 Date: . 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All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. NLTH Op -�' r'll", '-/, ROBERT B ' C' E E NO. V78 -3 1�0� / F(9 4,0", VIVIViOINVAL b_� A 0 U F-4 VO Revisions: 1. 09/29/06 County Comments 2. 11/03/06 County Comments 3.12/01/06 County Comments Scale: 1" = 50' Date: 05/15/06 Project No.: 0609 Designed: WAS Checked: RBM Sheet No.: 11 3 Of: 501 McKEECARSON -- z - _�.__._._,_._...,._ ., 1 / ., � _- ..__ _ .... •- �1- `' ..�_-� � _ �� _ -- -•- --...._ .may` _. _ � ---- - - --- -- - - - - -� � � �� ,•.- ...,, •.�, - , -• - < SEE SHEET FOR\SIGHT DISTANCE EXHIBIT _ ---- `~----------------------- -------------------------------- - --- ---------------------------------------_--------------•-------------------------------------------- ----------------------------------------- --- -3.v "�-------- - - - --- -- 17 5' E 10385.32 tIf s , I F � z _ -PROPOSED ENTRAI�(0€ - MOUNTAINW00 ARTME I TIE=1N -PROPOSED-.R, ADWA`fi TO THE EXISTING I"VEMF1"� p CO-ORDINATE WITH ENGINEE�t \ \ ON -SITE DURING CON ,T RUCTtfON p - N 10365.46 \ \ o E 9680.63 \ \ V\ >- \ 1 i� r I � / t ©--- 1 �� SUNSET AVE, \�EXTEND ----_-__-__---_---------------------- -_-_----___ _ - -• _._ 25' ROW'b&DICATED TO 'PUBLIC USE N 10543.61 -'-------N-10592:03-- RETAINING WALL �� \ ~--._ E 9456.72 E 9474.02 _ 2604' _ _ o _ N iO1.65.35� _E 9575.31 mi UNLESS OTHERWISE SPECIFIED ALL CURBS SHALL BE VDOT CG-2 TYPE NOtes 1• ALL PARKING ISLAND CURB RADII MEASURE 4.5' UNLESS OTHERWISE NOTED 2• REFER TO ROBINSON FISHER KOONS SHEETS FOR HARDSCAPE, LANDSCAPE AND LIGHTING DETAILS 3. CG-12 RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO VDOT STANDARD SPECIFICATIONS 4. PROPOSED MOUNTAIN WOOD EXTENSION (PUBLIC) AND PROPOSED TAPER LANE (PUBLIC) SHALL BE CONSTRUCTED IN ACCORDANCE TO VDOT'S ROAD AND BRIDGE STANDARDS, 2002 Scale 1"=20' Contour Interval=2' 0 20 40 80 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 99902 t: 434-979-7522 f: 434-977-1 194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ALHT op ROBERT B. MCKEE� NO. 7783 ed sS ON L V:�'� Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments 3,11/08/06 VDOT Comments 4.12/01/06 County Comments Scale: 1" = 20' Date: 05/15/06 Project No.: 0609 Designed: WAS Checked: RBM Sheet No.: 11 4 Of: 501 MIcKEECARSON :ET 3f UNLESS OTHERWISE SPECIFIED ALL CURBS SHALL BE VDOT CG-2 TYPE Notes 1. ALL PARKING ISLAND CURB RADII MEASURE 4.5' UNLESS OTHERWISE NOTED 2• REFER TO ROBINSON FISHER KOONS SHEETS FOR HARDSCAPE, LANDSCAPE AND LIGHTING DETAILS 3, CG-12 RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO VDOT STANDARD SPECIFICATIONS 4. PROPOSED MOUNTAIN WOOD EXTENSION (PUBLIC) AND PROPOSED TAPER LANE (PUBLIC) SHALL BE CONSTRUCTED IN ACCORDANCE TO VDOT'S ROAD AND BRIDGE STANDARDS, 2002 Scale V=20' Contour Interval=2' 0 20 40 80 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. AI,TH pg 1, f, C" �ROBERT B, MCKEE� NO. 7 83 (.Z- O4W� �ssl NAL �Gt Ir ct w r ® 5 O U Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments 111/08/06 VDOT Comments 4.12/01/06 County Comments Scale: 1" = 20' Date: 05/15/06 Project No.: 0609 Designed: SK Checked: RBM Sheet No.: 3b 5 Of: 50 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS _�, _,,, -. _ _--- - - - - -- - - - - -- _'/------------------------ -- ----- / , / / i--------- ---------------------�- --- -_ —_- ---------------- ---- - ----�..--i�- �` --------------Q __._____' - _-_-_^-l--rr_r. V ,\ `�+,�� ;/ /' ✓j , �\ �` —_ - -- E 8� -RIGHT-OF-WAY --- -- -- / -----------------------------�-` ��� 0 __ �- L.XT - �D�`DJ / COMMONWEALTH OF VIRGINIA - --�---------------------------- E. I- - - - - ~Nl ET AV n~--.------------------ ---- _ __ - ' ..» .--- ..,.. '" . 1 ,��,�*p�.�° . __.. __ < - ..ram"- / _ - _ _ - - _ ' - - - ' _ ^ - ^ -- — --- --._ — _- - . __ — ___ — .-- -- -- --- --. __ .._- -- -•_ . _-..— ..__ _. _ -•- -- --- -- --- __ _- _ - _ _ _- -- -- •-- -- -- " __ .'_ ' _ _- .... _ __ \ l f �' ' "� / _ - _ - ------------ --------------- ---------------- `.l ................... . - - - -N 11476.27 'N 11548.10' E 9678.48 RETAINING WALL �' E 969847 •�-. 8 r a. 10 \ \_ N 11456 48-- ` E---9681.9 a - // - N 39 64 _ - N 11476.81 ; " 116 E 9.693,0 _ / / I \� E'-9735-61.- _ - •� � :6a. _ .a;. t .:? � .�. t, 2 ✓ :. _" -_ _ -.. _ -,-... - _ �k� E T A I N Ik WALL _ � I I I - C- -- -- 52.37"------- --- - 77964 \ \\ ®� � � � - --� - _2A �, E--916.81,50 ``� \ ��� -' ��� `- 2A- -- BL 21----- 2A- BLDG.21� - _ -- ` DAG _ ` / - \ ' l ,'' �' TYPE V f B L D G.21 TYPE VI B L D G.21 - ' -- __ .-- - _-- -- _ __ __ __ .--• -- - - -- - - -- - - _. _- .--- -- _-- - -- _ -{- \ \ TYPE VI TYPE VI i / /' - " N 11437.0 _ E 9790.58 f / BLDG.20 / TYPE IX I 4 _ I 3 ., BLDG:20 TYPE IX � I a_ s 3 N. \ BLDG.20 \'� \ TYPE IX _ ia --.. i I I -, - 1VJ1-i 1 %_1nL11N Z -111 D-1111i D1m.111 1 Jl i 366 2A�\ .38 - - - ---BLD-G.22- - __ TYPE I.HC � 11717.14 2AE 9842.45 a '•, - _ TYPE I N 116717T4 r E 9862.48 \ f o � - N 11636.62 -E 9907.31 f / INTERSTATE -_64 r f R--I-r H T 0 F WAY % I UNLESS OTHERWISE SPECIFIED ALL CURBS SHALL BE VDOT CG-2 TYPE Notes 1. ALL PARKING ISLAND CURB RADII MEASURE 4.5' UNLESS OTHERWISE NOTED 2. REFER TO ROBINSON FISHER KOONS SHEETS FOR HARDSCAPE, LANDSCAPE AND LIGHTING DETAILS 3. CG-12 RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO VDOT STANDARD SPECIFICATIONS 4. PROPOSED MOUNTAIN WOOD EXTENSION (PUBLIC) AND PROPOSED TAPER LANE (PUBLIC) " -M-- SHALL BE CONSTRUCTED IN ACCORDANCE TO VDOT'S ROAD AND BRIDGE STANDARDS,2002 Contour Interval=2' 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd, These plans are,not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH of � w ERT B MCKEE n5�1� "'�..ss Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments 3.11/08/06 VDOT Comments 4.12/01/06 County Comments Scale: 1" = 20' Date: 05/15/06 Project No.: 0609 Designed: WAS Checked: RBM Sheet No.: 11 6 Of: 501 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS MOUNTAIN WOOD APARTMENTS \ / V. Al /`PLEA- E $EE SHEETS,'BY ROBINSON AS/FIS R.KOONS'FOR' / /' ` 3 E RY'HARDSCP DETAILS 1 / D'ENTR/� f�CE�ySGN TYPE X r / / TIE-INyH PFOPO 1rD ROADWAY ~ / ! TO//)=XISTIING R-AYEMENT I GO OFDJNATE WITH THE --ENGINES` OVS TE, DURING CONS TRU0-T_M M,, / ! ',' NLi 074 OF E81STIffG FAO TDrs r, / y ` BLDGA 11 E 9965.16 ��itff /`, 1 TYPE X �_ / i � , � - / � r 'tzs vt}�1! �fT,Lf1 �, , r'�i. y ki �s f %°�_ ✓ - // � / / / / / % I /' r' i4�it�� z.� ���5',.�•�r r fss..: �t� j �{r`Kh u�2t .t.; k�' s:. —_. / \ r.. i A a 1 � I � 1'j i J kt z y t { s \r 3 �� �, y •'/ S f b > ,+ ,� \ / / ! , ` y\ ; rs'/ F f ` � .� � } of ✓y \\// ( ' r ,f Pki ta .. .... / /' � // I \ \ N 'i�l..art?' `YA ~'z i >.cy i t�-a J 3js Y•. ! / I ! 4•, 1/ �� s,b j 41-ti�YPk� :'Y`F \�, 'tj { "r ��f,. � } 1 Yf ��� F'i 2'. — \ / , / / , �'. �.r //` � Y t r. 3\ is . ,�} zr. 3.c., -;'ts } a- __ r_ y,•r _`,. ,•� t - ._,— �� j / , r/ II r,' ,i' 4 , I /l ! �'� �� _ _M1 -- _ _"__-_. _.. ..__—__/!/ //i / ' ;' •_ __�...._'� I r! I �j ' r1 I ",,.�� {h sr.t 'ry. jet"' / Y.r Xt h \ ji'�` ,��r,+ r ' 0 : l � i — — _ 490 — _ _---- --_- \ f SHERWOOD MANOR APARTMENTS 1 / _! \ \1`� ; ; / it 1 \. '•; , IL_ r \ /! r � j r I \ l _ ___ •_' - �''-- ___ - `\ � \`\ // \\ `/ _ / `_/ _. �• � ! I ,( '�"'-'ice/'•� _-\/ m W W W 10 W V H W UNLESS OTHERWISE SPECIFIED ALL CURBS SHALL BE VDOT CG-2 TYPE V J Notes cra w W I 1. ALL PARKING ISLAND CURB RADII MEASURE 4,5' UNLESS OTHERWISE NOTED 2• REFER TO ROBINSON FISHER KOONS SHEETS FOR HARDSCAPE, LANDSCAPE AND LIGHTING DETAILS 3. CG-12 RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO VDOT STANDARD SPECIFICATIONS 4. PROPOSED MOUNTAIN WOOD EXTENSION (PUBLIC) AND PROPOSED TAPER LANE (PUBLIC) SHALL BE CONSTRUCTED IN ACCORDANCE TO VDOT'S ROAD AND BRIDGE STANDARDS, 2002 L Scale V=20' Contour Interval_2' if 0 20 40 80 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1 194 www,mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd, These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH op UROBERT B. MCKEE� NO. 78 a s -to _NA L � Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments 3,11/08/06 VDOT Comments Scale: 1" = 20' Date: 05/15/06 Project No.: 0609 Designed: WAS Checked: RBM Sheet No.: 11 7 Of: 5011 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS N 10651.30 E 1(d14 2.33 i BASK"ETeALL OURT i 0552;91 ` N E 1016 5.7\8 \ ! i s UNLESS OTHERWISE SPECIFIED ALL CURBS SHALL BE VDOT CG-2 TYPE Notes 1. ALL PARKING ISLAND CURB RADII MEASURE 4.5' UNLESS OTHERWISE NOTED 2. REFER TO ROBINSON FISHER KOONS SHEETS FOR HARDSCAPE, LANDSCAPE AND LIGHTING DETAILS 3. CG-12 RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO VDOT STANDARD SPECIFICATIONS 4. PROPOSED MOUNTAIN WOOD EXTENSION (PUBLIC) AND PROPOSED TAPER LANE (PUBLIC) SHALL BE CONSTRUCTED IN ACCORDANCE TO VDOT'S ROAD AND BRIDGE STANDARDS, 2002 Scala V=20' Contour Interval=2' 0 20 40 80 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: Q4-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in -these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. PITH OF ROBERT B. MCKEE� N/0.783/ t;s Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments 3.11/08/06 VDOT Comments Scale: 1" = 20` Date: 05/15/06 Project No.: 1609 Designed: WAS Checked: RBM Sheet No.: 3e 8 Of: 50 MATCHLINE "E" SEE SHEET 3c MATCHLINE T" SEE SHEET 3b / I McKEECARSON I CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 11��,��,-,,,�p -Z-"".�.. � f, "3 3 3 A 3 3 /LDG.23 BLDG.23 B�DG.23 BLDG.23 -TYPE All BLDG.23 Y BLDG.23 PE XII T YPE XII 1: A, TYPE XII TYPE X11 TYPE XII N 11352.42 ;> E 10113.ul:� N 111360-2_ E 10062.27 P CG12 HANDICA R A �W TYME—B-FT—Y P 3 E 0 HNO ffAK CURB _T1 3 BLD124 -TYPE Vill -A . .. ........ CIO 13.81, aim BLD, G ��4 W4 TYPI kI I PVIDE PLANTJNG ISLAND INTERSTATE t4 RIGHT OF .,WAY/ BL DG,.24 TYPE Will 7 ILJ U 3 6' WIDE PLANTING ISLAND B�DG.24 T�P\E Vill r .... ... . BLDG�24 TYPE B 'DG.24 TYP\E Vill 0 J+ W\11q6 26 L 22.09' I E IQ�01.43 5' 'IN 11083.04 10326.32 BLDG.25 TYPE V.HC 2A BLDG.24 11232\43 TYPE V E 10404'\96 2A _B-L D G. 2 4 TYPE V 11K22 10424,.3�,- 2A BLDG.24 r5i�LESS OTHERWISE SPECIFIED ALL CURBS SHALL BE VDOT CG-2 TYPE --,TYPE V NotesCo N \11161.87 E 1043716 1. ALL PARKING ISLAND CURB RADII MEASURE 4.5' UNLESS OTHERWISE NOTED 2. REFER TO ROBINSON FISHER KOONS SHEETS FOR HARDSCAPE, LANDSCAPE AND LIGHTING DETAILS - ----- ---- - -12 RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO VDOT STANDARD 3. CG SPECIFICATIONS 4. PROPOSED MOUNTAIN WOOD EXTENSION( PUBLIC) AND PROPOSED TAPER LANE (PUBLIC) SHALL BE CONSTRUCTED IN ACCORDANCE TO VDOT'S ROAD AND BRIDGE -- — — STANDARDS, 2002 *Now 0 0 It 1 0 If I /* Scale 1"=20' Contour Interval=2' BLD t TYP 6�i 0 20 40 80 301 EAST HIGH STREEr CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd reserves its common law copyright and other property rights in these drawings. All id �as, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. V, NLTH op �6BERT V. MCKEE N 7-, L cl:� g ct 4-J U 0 Revisions: 1. 09/29/06 County Comments 2.11/03/06 County Comments 3.11/08/06 VDOT Comments Scale: I" = 20' Date: 05/15/06 Project No.: 0609 Designed: SK;WAS Checked: REIM Sheet No.: 1 1 9 Of: 5Q] I 1\ cj-) If t -1k X If f If I I 0 (A _7 4 N N, x La 0 - - - 11 F11\1 �7 If -C- -� - it 0 -------------- 6, -------------------- 'N -T-0 U 610 A MU T& THIS PROPE�TY J T LL EASEM 7i AY FOR SUNSET AN AR __ _�__R _2�1 - - - _�i - - �_ -- E 10 N LY ip,%�A ----------- r - SET AVE.. THE,, RIGHT,.OF WAY I EAI TH-QE-V IGHT-OF-AN ON SUN E'� E L�EAT,�D \91� THIS_PRbPERTY ------- - 4- 0-- _x__ X --------------- I- -.-, rl- ___ -------- ------ --- --------- ------- 7­_ J ------------ ---------- Ji DEDICA D PUBLIC R/W ............ 781 I A I F_ ROU I L, _:Z�7Z "o - - - ------- - - - ��L _W�' Uff 6" 0__ - ­-7-1 V L__ 1�_:7 7 �y F­ 2"A __z ­V- 7- n, g, i 114. 7 79 _81. CUM im B CF_ (A E5 Ci WE1,O) rol 63 64 EIR 33, 2- BR- -2 4-0. 21 2� -2S- 6 BR_. 1&B,C) (A, B, C) A B, C) AB,p JAIB,c� 35 1 1 49 5 '(A 9,q)' (A,'B.,CL `tA B 0) A;B- C)\ jAb,UI-- If \(A, 6, q) 3R 1, BR\ 2"EIR -,BR 2/8R,-- -A 2 BR 2 -L I z tj t-1 4 DM 2 B 1 2 BR_ I _ - EIR -2­R8__ tFT I FAUL-1 I m5m _..Ze RIM., *�el?-__i -4 A0 N A 0'a __ VI_q1 - V/I � , , Id C P1,1\1 A - - - L4'- 11,1A ` F13 20 7777731 6 172 I (A B C) (A (A, \3 EIR 5 /3 \>,le -2-Bf� Sl?l 7- M. 'S' 18,C) R§01 (A, 46 ............ -67 73 1) (A R nI J I t/A,t�,Uj I - I Z 00 \1 I �1� ___� - - , --- I AB,C) A 3 EIR 3 BR', 3 EIR 3 tJH 6ffi C\ A ;t.q� zg 0 (A,E3,(;) 52 z t 2 BR 74 If if (A, B, 68 If I 'ov, (A,B C) -(A-B-- A, Nll,� V 411, 3 BR �q, N BR EIR N S� -T- rnurvoc c r MO 4TAINWOOk-APPARTMEN 313 -(KB,( 39 (A,B,C) 2 BR (A,B,C) .-(A, B, C) 3 EIR -BR 3 EIR 16 L/ 40 vanna er ewer u orl F B,C) 76 43 TO 2 BR (A,B,C)/ 3 EIR EIR A\ 56 3 F? 114 -13 General Water & Sanitary Sewer N ites ugust 2006) 41 -(A,B,C) (A C� 55 71 77 �(A,B -.-(A, B, C) B 5� 57, 68 59 60 (A,B,C) 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION '_R, 3 'BR 3 BR 3 BR (A, iAJ3,(;) AB,C) A B,C) AB,C) (A,B,C) (A,B,C) (A,B,C) 3" 3R --3-BR- -a _BR- 13 R 3 EIR 3 BR 3 BR - - �', 6 �V, 1 1i 3-EIR 3 BR 3 B "E 3 EIR RUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT AS MODIFIED BELOW. 2. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. k 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 552 4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. NOME 2�a LLz- 5. ALL WORK.IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE-INS TO THE E-T-AftiN 87 86 EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF B,C) '(A,B,C) B,C) -�A (A B 0) C) 3 BR 3 EIR 3 PR RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA R, '3 -EIR, HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 6. REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES ESTED PRIOR TO CONNECTING TO THE SYSTEM. C BH L . U 909E HE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE IME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT, THE CONTRACTOR SHALL d BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY 8 :IR THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES OM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY co EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION 4 AT NO ADDITIONAL COST TO THE OWNER. 0) (A B, C)',,. V 3 B 3. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT _��B R S'T,A)GE' UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING SHALL BE WRITING. �001_ 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN 2 PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING 3 EIR 'C DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED, DAMAGE DUE TO BLASTING EIR TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION 26; B,C) AT NO ADDITIONAL COST TO THE OWNER. I S, 10. IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSS NG WHEN A CROSSING 13 MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED. 11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER t: SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. M OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS- CONNECTION TO THE PUBLIC WATER SYSTEM. '7 q IV 2. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE, V(� 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED 'IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. r) A\ 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. f lift _0 > A Ct Grading and Utility Notes 1 )0 1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED ON THE E&S PLAN. re 2. SWALES OR CHANNELS SHALL BE PLANTED TO STABILIZE AND CONTROL SOIL EROSION; 01 AND) OR�QM;' ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. 3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. 4. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT AND CIVIL ENGINEER (i.e. CABLE, TV, GAS, ELECTRIC). //FEMPORARY\6N'ST\ f R U(NTiON 5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS ALLOWED BY SERVICE PROVIDERS, ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER __07 ON T PrV t3PO-0� DING NSNEO PRIOR TO INSTALLATION, I ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING 6. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH ARE NOT PAINTED, 7. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. V X 8. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER SHALL PROVIDE PULL WIRES TO CONTRACTOR, CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. 9, CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PR OR _y if -AT BUILDING SHALL BE A MINIMUM OF SIX 10. UNLESS OTHERWISE SPECIFIED, FINISH GRADES 0 TO INSTALLATION. P -70 INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FFE). GRADES SHALL D2 SLOPE A MINIMUM OF 5% AWAY FROM STRUCTURES. ---- - - - - - - - - 11. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY, THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENTIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH THE WORK. 12. ALL WATERLINES TO BE 8" CLASS 52 DIP. ALL FIRE LINES TO BE 6" DIP UNLESS OTHERWISE NOTED MH @EX 13. UNLESS OTHERWISE NOTED, ALL CURB TO BE VDOT STANDARD CG-2. 6-2 < CRIPTION: CITY OF CHARLOTTESVILLE, VIRGINIA GIS STATION 110, GPS DERIVED ELEVATION=560.22 FEET (NORTH AMERICAN VERTICAL DATUM 1988). PIN AND CAP FOUND SET FLUSH WITH SURFACE AS SHOWN. Scale 1"=50' Contour Interval=2' 17 0 50 100 200 z1 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 99902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without Sport Concepts, Ltd. ,j�LTH op ROBER e�KEE NO 77 3 41 Vt01VAL VI%A� r e#k %J J 44 Ice, Revisions: 1. 08/10/06 ACSA Comments 2.09/25/06 ACSA Comments 3.09/29/06 ACSA Comments 4.11/03/06 ACSA Comments 5.11/13/06 Sewer Line D Revision 6.11/21/06 ACSA Comments 7.12/01/06 County Comments Scale: 1" = 50, Date: 05/15/06 Project No.: 0609 Designed: PC;RJA Checked: RBM Sheet No.: t 10 Of: 5Q] Sanitary Sewer Structure Schedule (A, Al, A2, A3, and A4 LINE/ SHEET ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION SS -A MH-Al2 MANHOLE 565.00 -- 559.00 #17 221,00 L.F. 8" PVC 2 3.40% MH-Aii MANHOLE 656.62 551.23 548.00 68.28 L.F. 8" PVC U 2.64% MH-A10 MANHOLE 555.50 546.20 546.00 39.03 L.F. 8" PVC fd 1.28% MH-A9 MANHOLE 554.69 545.50 645.30 83,81 L.F. 8" DIP ra 1,31% MH-A8 MANHOLE 551.28 544.20 544.00 101.62 L.F. 8" DIP fd 6.69% MH-A7 MANHOLE 542.98 537.20 537.00 2,57 L.F. 8" PVC 0 11,67% MH-A6 MANHOLE 543.00 536.70 536.50 225.14 L.F. 8" DIP Id 6.75% MH-A5 MANHOLE 534.92 523,55 523.35 29.39 L.F. 8" DIP 0 0.68% MH-A5a MANHOLE 534.66 523.15 522.95 29.30 L.F. 8" DIP rd 1,02% MH-A4 MANHOLE 534.20 522,65 522,45 215.10 L.F. 8" DIP 0 0.58% MH-A3 MANHOLE 632.92 521.20 621.00 114.44 L.F. 8" DIP a 0.70% MH-A2 MANHOLE 631.54 520.20 620.00 88.44 L.F. 8" DIP 0 0.90% MH-Alb MANHOLE 535.00 519.20 519.00 99.81 L.F. 8" DIP 15 4.06% MH-Ala MANHOLE 518.75 514.95 514,76 118,75 L.F. 8" DIP 2 19,75% EX -A MANHOLE 500.8 491.30 491.10 SS -Ai MH-A13 MANHOLE 564.00 -- 560.00 #19 79.56 L.F. 8" PVC kD 1.43% MH-A18 MANHOLE 562.66 558.86 558.66 128,00 L.F. 8" PVC 0 5.37% MH-A19 MANHOLE 557.38 551.79 561,69 164.58 L,F. 8" PVC fd 1,15% MH-A10 MANHOLE 555.50 549.69 546,00 SSA2 MH-A17 MANHOLE 553.39 -- 545.50 #19 210.79 L.F. 8" PVC a 0.62% MH-A8 MANHOLE 551.28 544.20 644.00 SS-A3 MH-A16 MANHOLE 545.87 539.00 #19 525.20 159.16 L.F. 8" PVC 0 4.71% MH-A15 MANHOLE 540.37 631.30 -Al 523.15 13 3.6 8 L.F. 8" DIP IM 4.56% MH-5a MANHOLE 535,71 625.00 -- 19,80 L.F. 8" DIP fd 9.34% [!MH-A5a MANHOLE534.66 522.95 521.20 -- NOTE: BUILDINGS WERE LABELLED DIFFERENTLY ON THIS SHEET BASED ON ACSA COMMENTS Notes I 1. UNLESS OTHERWISE NOTED, ALL CURB TO BE VDOT STANDARD CG-2. 2. BENCHMARK DESCRIPTION: CITY OF CHARLOTTESVILLE, VIRGINIA GIS STATION 110, GPS DERIVED ELEVATION=560.22 FEET (NORTH AMERICAN VERTICAL DATUM 1988), PIN AND CAP FOUND SET FLUSH WITH SURFACE AS SHOWN. 3. BUILDINGS WERE LABELLED DIFFERENTLY ON THIS SHEET BASED ON ACSA COMMENTS. 4. TAPPING SLEEVE TO BE A 20"x8" STAINLESS STEEL TAPPING SLEEVE. CONTRACTOR MUST SUBMIT TAPPING SLEEVE DETAILS TO RWSA ENGINEER FOR APPROVAL BEFORE TAP OCCURS (977-2970). CONTRACTOR SHOULD ALLOW 3 WEEKS TO GAIN APPROVAL FROM RWSA ENGINEER: Scale 1"=20' Contour Interval=2' 0 20 40 80 MCKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ��ALTH OF pf "� a "ROBERT B MCKEE� /06.8 ONAL L-11ir Ia y/oG Revisions: 1.08/10/06 ACSA Comments 2.09/01/06 ACSA Comments 3.09/29/06 ACSA Comments 4.11/03/06 ACSA Comments 5.11/21/06 ACSA Comments 6.12/01/06 County Comments Scale: 1" = 20' Date: 05/15/06 Project No.: 0609 Designed: PC,BT,RJA Checked: RBM Sheet No.: r 1I 10 Of: 5011 SEE SHEET 4f LINE/ SHEET Irk STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION SS -A MIH-Al2 MANHOLE 565,00 -- 559.00 #17 221.00 L.F. 8" PVC rd 3.40% M6i-All MANHOLE 556.62 551.23 548.00 68.28 L.F, 8" PVC fd 2.64% W'1_J-A10 MANHOLE 555,50 646.20 646.00 39.03 L.F. 8" PVC rd 1.28% i+r.h-A9 MANHOLE 554.69 545.50 545.30 83.81 L.F. 8" DIP 0 1.31% _ MH-A8 MANHOLE 551.28 544,20 544.00 101,62 L,F. 8" DIP 0 6.69% MH-A7 MANHOLE 542.98 537.20 1 537,00 2.67 L.F. 8" PVC 0 11,67% MH-A6 MANHOLE 543.00 536.70 536.50 225.14 L.F. 8" DIP B 6.75% MH-A5 MANHOLE 534.92 523.56 523.35 29.39 L.F, 8" DIP Id 0,68% MH-A5a MANHOLE 534.66 523.15 522,95 29,30 L.F. 8" DIP (51 1.02% MH-A4 MANHOLE 534.20 522.65 522.45 216.10 L.F. 8" DIP fal 0.58% MH-A3 MANHOLE 532.92 521.20 521.00 114.44 L.F. 8" DIP fd 0.70% MH-A2 MANHOLE 531.54 520.20 520.00 88.44 L.F. 8" DIP 0 0.90% MH-Alb MANHOLE 535.00 519.20 519.00 99.81 L.F. 8" DIP lad 4.06% MH-Aia MANHOLE 518.75 514.95 514.75 118.75 L.F. 8" DIP 90 19,75% EX -A MANHOLE 500.8 491.30 491.10 SS -Al MH-A13 MANHOLE 564.00 -- 560.00 #19 79.56 L.F. 8" PVC 0 1.43% MH-A18 MANHOLE 562.66 658.86 558.66 128.00 L.F. 8" PVC 0 6.37% MH-A19 MANHOLE 557,38 551.79 551.59 164.58 L.F, 8" PVC Id 1,15% MH-A10 MANHOLE 555.50 549.69 546.00 SSA2 MH-A17-MANHOLE 653.39 -- 545.50 #19 210.79 L.F, 8" PVC 0 0,62% MH-A8 MANHOLE 551.28 544.20 544,00 SS-A3 MH-A16 MANHOLE 545.87 539,00 #19 525.20 159.16 L.F. 8" PVC la 4,71% MH-A15 MANHOLE 540,37 531.30 523,15 133.68 L.F. 8" DIP fd 4.56% MH-A15a MANHOLE 635.71 525.00 -- 19.80 L.F. 8" DIP 5 9.34% hiH-A5a MANH 534.66 522.95 621.20 -- Sa 'tarvP Sewer Structure Schedule (D) ._ LINE/ SHEET a ID j MIJ-D8 STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION SS-D MANHOLE 533.88 -- 527.88 #20 F_ 39,50 L.F. 8" PVC 0 7.29% W-137 MANHOLE 531.30 525.00 524.80 137.87 L,F. 8" PVC Id 3,98% MH-D6 MANHOLE 525.61 519.31 519,11 73.84 L.F. 8" PVC 0 0,91% MH-D5 MANHOLE 523.24 518,44 518,24 120.98 L.F. 8" DIP a 25,12% MH-D4 MANHOLE 492.65 487.85 487.65 71.29 L.F. 8" DIP U 31.77% MH-D3 MANHOLE 477,07 465.00 464.80 147.90 L.F, 8" PVC 0 7,57% MH-D2 MANHOLE 458.40 453.60 463.40 75.82 L.F. 8" PVC 0 3.46% MH-D1 MANHOLE 455.75 450,78 450.58 44.29 L.F. 8" DIP la 14.38% EX-6-3 MANHOLE 461.00 444.21 444.01 32.54 L.F. 8" PVC (d 11.16% EX-6-2 MANHOLE 444.80 440.38 439.68 Sanitary Sewer Structure Schedule (E) LINE/ SHEET ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION SS-E MH-E1 MANHOLE 533.21 -- 527,71 #18 81.05 L.F. 8" DIP fd 0.56% MH-E2 MANHOLE 534,27 527.26 527,06 192.76 L.F. 8" DIP (d 0.55% MH-E3 MANHOLE 543.06 526.00 525.80 192,62 L.F. 8" DIP RD 0,57% MH-E4 MANHOLE 546.04 524.70 524.50 102.04 L.F. 8" DIP rd 0.56% MH-E5 MANHOLE 546.63 523.93 523.73 282.11 L.F. 8" DIP fd 0.90% MH-A3 MANHOLE 532.92 521.20 1 521.00 Notes 1. UNLESS OTHERWISE NOTED, ALL CURB TO BE VDOT STANDARD CG-2. 2. BENCHMARK DESCRIPTION; CITY OF CHARLOTTESVILLE, VIRGINIA GIS STATION 110, GPS DERIVED ELEVATION: 560.22 FEET (NORTH AMERICAN VERTICAL DATUM 1988). PIN AND CAP FOUND SET FLUSH WITH SURFACE AS SHOWN. 3. BUILDINGS WERE LABELLED DIFFERENTLY ON THIS SHEET BASED ON ACSA COMMENTS. Scale 1"=20' Contour Interval=2' 0 20 40 80 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. V, NLTH OF 'O tr vf/ `-'' '" UROBERT B, MCKEE� NO. 778 1� ti J4 jONAL� v�l t 2- 24,10 Revisions: 1.08/10/06 ACSA Comments 2.09/1/06 ACSA Comments 3.09/29/06 ACSA Comments 4.11/03/06 ACSA Comments 5.12/01/06 County Comments Scale: 1" = 20' Date: 05/15/06 Project No.: 0609 Designed: PC,BT,RJA Checked: RBM Sheet No.: ' . � ' FOR AN AMOONT AND PERIOD TO BE DETERMINED FOR S__ 'IT Al CD 043.A. EASEMENT 0-77 El 506 '-- ~ 77 __-L -r~ ' `� ~� |--� \ \ \ --~~-- ' ' / v=� ``�vc�`~ I m ----� ` ~. _ ' \ |� -�4__ �\ -`� ~. ~�__ ` --�--~_ -- .� `\ (� | \ -_L�� | \ 50800 �\ ` � � ` ����� �\- -- -- /�~ ��«��^�t ` FFE 534 532.66 Z 77 83 ~.'-�----- ' _\ � - " ]� 0-- -- \- � - � /L ''` ' - ^ \ - / - � 2BR �~ \ ^~ � � _- 5�� \ \ \ �`� � qF� �J3 UUH| AN. ' �U / _�� FFE ^ �r yy2 22.0 0-_=~�^\ �r - 84 52 326.0 VV OR 534.0 +634.00 41, 72 3,34 LO ASrB 11IT5 ­.11.11-,.,�.�� I i co 5,3500/ FFE- -537 � 75 536.80 537.94 ri 74 3 BR FFE 539 LIT FFE 539 FDC 540( |k|7-r-[}{` ` �� � ' ||� | � [\,] TAT | -- '' '' -- ^�` ' � --_-- []k'` /l[- WAY ' --T\-�c7�] | \J[ VY�\/ p*'on-r 540.00 FDC -------------` \ / / MY `--~`-~~- � 75---~ 69 LINE/ SHEET ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIP I N 514,75 1. 545.87 Sanitary Sewer Structure Schedule (D) LINE/ SHEET ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION EX- 5-3 MANHOLE 444.01 _ (ABO) ~-�}`�R ' ' -~ `- Sewer Structure Schedule (E) 3 BR ��' FFE 5­~__ -� / _---�---- `�.` ` / / / / Sanita H_+ 942 no 4. (�4 + _'k ~ 5429 _ �[----_ ^~ (A!� - B C}- (ABC} ' ' - | / ' ' '- 3 BR 3 BR > - ~--- - - -- - -) /' / FFE 546 FFE 546 LINE/ SHEET ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION 28211 / / / � ~ / / o T M � `, | � ~`-` | | MWOMM 77 `�~^ ~ `U`�� | �,�� »___--- ------ - -- --------~ / _ � \ | BR FFE 549 FFE -. > 0 4 8. 0 Ot \/�\� ' V ' - \� /��'������ �� � 1��2�������.����`N�l �� �;���� �����l�I� �� ` . , 1. UNLESS OTHERWISE NOTED, ALL CURB TO BE VDOT STANDARD OG'2. 2. BENCHMARK DESCRIPTION: CITY OF 0HARL0TTESV|LLE, V|RG|N|A 0S STATION 110, GPS DERIVED ELEVAT0Nz50022 FEET (NORTH AMER|CAN VERTICAL DATUM 1888). PIN AND CAP FOUND SET FLUSH WITH SURFACE AS SHOWN. 3. BUILDINGS WERE LABELLED DIFFERENTLY ON THIS SHEET BASED ON A0SA COMMENTS. SoeJo 1^=20' Contour |ntervolz2' 0 20 40 80 �� ��U��� ������ ��Q��R�.����k .�-������ �f �� CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 30lEAST HIGH STREET CHARL[TTBV|LLE.YA2Z903 t434-979-7522 | f:434'977'll94 | McKee Carson and Field Sport Concepts, Ltd. reserves Its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd, These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. NO 77 bib .12/01/06 County Comments Date: 05/15/06 Project No.: 0609 Designed: PCBTRJA Checked: RBM Sheet No.: A A• A T+l-IT TT TA TT-1 IIZ-111 CIT'P nT TTTT A l � ♦ fT1-lT TT n 1T 11-111 tii l• ilT TT T9T1 A McKEECARSON I CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS I> A \110\ Notes 1, UNLESS OTHERWISE NOTED, ALL CURB TO BE, VDOT STANDARD CG-2 2. BENCHMARK DESCRIPTION: CITY OF CHARLOTTESVILLE, VIRGINIA GIS STATION 110, GPS DERIVED ELEVATION=560.22 FEET (NORTH AMERICAN VERTICAL DATUM 1988). PIN AND CAP FOUND SET FLUSH WITH SURFACE AS SHOWN. 3, BUILDINGS WERE LABELLED DIFFERENTLY ON THIS SHEET BASED ON ACSA COMMENTS. 4. SANITARY SERVICE TO BE MAINTAINED DURING UPGRADE OF EXISTING MAIN BETWEEN MANHOLES EX-6-2 AND EX-6-3. LINE! SHEET ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION SS-D MH-D8 MANHOLE 533.88 -- 527.88 #20 39.50 L.F. 8" PVC 0 7,29% MH-D7 MANHOLE 531,30 525.00 524.80 137.87 L.F. 8" PVC 5 3.98% MH-D6 MANHOLE 525.61 519.31 519.11 73.84 L.F. 8" PVC Ril 0.91% MH-D5 MANHOLE 523.24 518.44 518.24 120.98 L.F. 8" DIP rd 25,12% MH-D4 MANHOLE 492.65 487.85 487.65 71.29 L,F, 8" DIP 0 31.77% MH-D3 MANHOLE 477.07 465.00 464.80 . 147.90 L.F. 8" PVC 0 7,57% MH-D2 MANHOLE 458.40 453.60 453.40 7 5.8 2 L,F, 8" PVC rd 3.46% MH-D1 MANHOLE 455.75 460.78 450.58 44.29 L.F. 8" DIP fd 14,38% EX-6-3 MANHOLE 451,00 444.21 444.01 32.54 L.F. 8" PVC 'taR 11,16% EX-6-2 MANHOLE 444.80 440.38 439.68 - LINE/ SHEET ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION SS-E MH-E1 MANHOLE 533.21 -- 527.71 #18 81.05 L.F. 8" DIP ra 0,56% MH-E2 MANHOLE 534,27 527.26 527.06 192.76 L.F. 8" DIP k1 0.55% MH-E3 MANHOLE 543.06 526.00 525,80 192,62 L.F. 8" DIP 0 0.57% MH-E4 MANHOLE 546.04 524,70 524.50 102.04 L.F. 8" DIP rod 0.56% MH-E5 MANHOLE 546.63 523.93 523.73 282,11 L,F, 8" DIP 0 0,90% MH-A3 MANH LE 532,92 521,20 521.00 - 478 -- _ - _ _.-._ __ _ - r✓ "! - a // /' i / /! / / / i i /' /j / 47, - it -- -- UJ -_ - _._ _'._ _. __ __ � / ` / > / - ` .,, � ,� _ -• / / ` ; ' -' -- --- -- --- - -- _- --- -• --- __ " _, --- --- --- -- - / / / i / / / // �PORARY CONSTRUCTION) 0 GRADING EASEMENT /� TMP 076PO-01-00-00100 IJN � Y l ; • it / ..J � � \ ( \i �, \ I ., ,\ -, � ;o_-. _ _ ` y / / / / / � ,� \ ID MANOR , ._,---__ .;�---�- t C t ,.,. -^'_ _-. •__, _,.. / ''1�' t\l� `> \, 1 It ft ( M \ I ". -- .- _ i i \ UDarade Instructions EXISTING LINE FROM ShrwdMnr 6-2 TO ShrwdMnr 6-3 TO BE UPGRADED FROM A 6" CURED - IN -PLACE LINED CLAY PIPE TO A 8" PVC PIPE. INVERTS OF EXISTING STRUCTURES TO REMAIN, CONTRACTOR TO PERFORM THIS UPGRADE TO STRICT ADHEREANCE TO THIS PROCEDURE UNLESS ALTERNATIVE IS PROPOSED AND APPROVED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (977-4511) AND DESIGN ENGINEER(979-7522). 1. CONTRACTOR IS TO FIRST INSTALL PUMP FROM EXISTING SHERWOOD MANOR MANHOLE 6-4 (LOCATED OFF PAGE) TO MANHOLE 6-2 (SHOWN IN PLAN), IF EXISTING PIPE BETWEEN MANHOLE 6-2 AND 6-3 BECOMES COMPROMISED, CONTRACTOR PLUG OUTLET PIPE OF 6-4 AND PUMP FLOW TO 6-2. 2. TRENCH IS TO BE DUG BETWEEN MANHOLES 6-3 AND 6-2 TO EXPOSE EXISTING PIPE, 3. LAY NEW PVC PIPE BESIDE EXISTING AND TAP INTO EXISTING MANHOLES. 4. BY THIS TIME, IF MANHOLE 6-4 IS NOT PLUGGED AND FLOW IS NOT BY PASSING MANHOLE 6-3, DO SO. REMOVE EXISTING PIPE. 5. SEAL MANHOLE WHERE THE EXISTING LINES 6" LINE WERE LOCATED, 6. CALL ACSA FOR INSPECTION IF THE AGENCY DESIRES. INSET (Scale 1"=20') 46'0 ✓l \ �J co 09V / I ' MH-D1 FOR UPGRADE F STONE INSTRUCTIONS BVE U / �OCq EX-6-3 /'/ N� -�_ 37� T 0 E Scale 1"=20' Contour Interval=2' 0 20 40 80 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p,LTH OF o vROBERT B. MCKEE�" NO. 778 ssIONAL V � Revisions: 1.08/10/06 ACSA Comments 2.09/1/06 ACSA Comments 3.09/29/06 ACSA Comments 4.11/03/06 ACSA Comments 5.11/13/06 Sewer Line D Revision 6.11/21/06 ACSA Comments Scale: 1" = 20' Date: 05/15/06 Project No.: 0609 Designed: PC,BT,RJA Checked: RBM Sheeeett No.- 11 14 Of: 5011 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-779-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. v,NLTH OF �ROBERT B. MCKEE9 NO. 7 6 w� s jONAL G ®I Revisions: 1.08/10/06 ACSA Comments 2.09/1/06 ACSA Comments 3.09/29/06 ACSA Comments 4.11/03/06 ACSA Comments 5.11/21/06 ACSA Comments Scale: 1" = 20' Date: 05/15/06 Project No.: 0609 Designed: PC,BT,RJA Checked: RBM Sheet No.: JL_15 Of: 5011 MATCHLINE "E" SEE SHEET 4c � McKEECARSON 0 U R B 4=� LQMQ_J VDOT STANDARD CG-2 Z.b T, LL _'T Ll 0-bi PT-10­1 o 10 5A 9. 0 549.50 M NIATCHLINE "D" SEE SHEET 4b 548.59 547.72 0/ 14.! ffi% 7 40, 89 87 85 Yo - - - --- 88 86 (A, B, C) (A,B,C) (A,B,C) (A,B,C) (A,B,C) 3 BR (A,B,C) BR 3 �BR 3 BR -3 BR 3 BR A� P �,5�P FFE 548 FFE, 549 FF� 549 E E FFE 550 -Fj48 547 07 547.99 548.00 1 1 ----- - 800 546.16 J If 4 \544.00 546.93 P", 544.�8, $44.92 ro) C R1 LIN + + 545.65 If If If f A F vn` - 17 Q," �i G 44.00 54 Lu R E_ .. ...... . M_ tt R �Y YZ AN1,7ARY�ASEW,"A M' 543.0- It �ga M R 1 MR% If 3, N­ Us" M S; (A,B,C) '31- -3, B R z .g-,,agg g� J �A 5, ;,WL A FFE '544 Q W 8" K61 p2 t lAt" gtr �0, W` "P. NK 8 It w� ­�W RW V _gu :g no, �N .41 X 9, 5 4 2. 1,F- - "' 11. ,,,g , zl - __i _�+ -_-2- '5' 1. �7�, -, I "', , , . A t 4 -4 - - Q, 4 � -, L 4 . " �, , 22A M N 5 P153- � , -" , K? N'1xN a _N� -N,2. 01 542.. nM R, R, �1, �-'0ZA 7_1 g �0 PT4 'A, -Z M U W ggor q,,-, If �.,A�R If .N. FHA M;1`1'r,`94 I, P (AJ U-) \ \ \ \ "I Z" X , ", �51; R 60, 0, 5 A 3A) ITOz -au.;'Nig 01 ,E 3 BR 41.17 -9 1- 3 P� U*) \FFE 54� If If 1. 9 61 10 t Ilk ogg Z,,� g Igo 54�.O AMk A g \�0.05 :17 INTERSTATE 41 W gn -A-A, v If g.�;,q' tq N-0 �R� W Iq �o' kl`�,�� m R, If Q RIGHT OF WAY1 i"T Z If 93. -g -t� I'Min �E­ 12- J (A,B,uj g Z., - - -, m N AK 3 B R If W 2 _15, If If If "R V, k,.01 FFE 541 If "M % 3 XV. -,;A g. W, If Q If __0 if NE ­,Q, "R ; � �;,��, I Y - _i � __ g N.-Ko-W "t J` If __M ..... .. ..... B if NNE 539.,0 'N -54 -0 If M J,� tA5� A, _4 ohv A"', If J, T XVIVA U If 94 Y� + g If t"M M9 3 'BR M% 5i,�7,87_- z�g �X IM: p�, FFE 539 E F If ... .. ..... 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Sanitary Sewer z)tructure Schedule (A, Al, A2, A3, and A4 LINE/ SHEET ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION SS -A MH-Al2 MANHOLE 565.00 559.00 #17 221.00 L.F. 8" PVC id 3,40% MH-A11 MANHOLE 556.62 551.23 548.00 V0.40 L,r-, 0 r'V%,..- 1W 4,VA+1Q MH-AlU_ MANHOLE bob�bu 546.20 546.00 39,03 L.F. 8" PVC rd 1,28% MH-A9 MANHOLE 554.69 545.50 645.30 8181 Lf, 8" DIP 92 1,31% .MH-A8 551.28 544.20 544.00 101.62 Lf, 8" DIP 9 6,69% MH-67 MANHOLE 542.98 537.20 537.00 2.57 L.F. 8" PVC 5 11,67% MH-A6 MANHOLE 543.00 536.70 536.50 225.1 MM-AD MANHULL 0154.VZ OZ11100 523.36 29.39 L.F. 8" DIP 0 0,68% MH-A5a MANHOLE 534.66 623.15 522.95 29.30 L.F. 8" DIP rd 1.02% 2 15. 10 L.F. 8" DIP rd 0,68% MH-A3 MANHOLE 632.92 521.20 521.00 114.44 Lf, 8" DIP U 0.70% MH-A2 MANHOLE 531.54 520.20 520.00 88.44 L.F. 8" DIP U 0.90% mri-MiD I MANHOLE 536.00 519.20 519.00 99.81 Lf. 8" DIP 0 4.06% MH-Ala MANHOLE 518.75 514.95 514.75 118.75 Lf, 8" DIP 0 19,75% EX -A MANHOLE bUU.6 4V1.JQ 49110 SS -Al MH-A13 MANHOLE 664.00 560.00 #19 7 9.5 6 L. F. 8 " PVC Fd 1,43% MH- 08 MANHOLE 562.6 lr-v�vv 1_,F. 8" PVC rd 5,37% MH-A19 MANHOLE 557.38 651.79 5511.59 - 164.58 F. 8" PVC R1 1.15% MH-A10 MANHOLE 655.50 549.69 546,00 SSA2 MH-A17 MANHO11F 5513.39 545.50 #19 210.7) L.F. 8" PVC 0 0,62% MH-A8 MANHOLE 551.28 544,20 544.00 ss -A3 mH-A16 MANHOLE 545.87 539.00 #19 625,20 169.16 L.F. 8" PVC 0 4,71% MH-A15 MANHOLE 540,37 631.30 52 .15 133.68 L.F. 8" DIP rol 4.56% AH_A15a MANHOLE 635.71 525.00 19,80 L.F 8" DIP 0 9.34% MH-A5a MANHOLE 534.66 522.95 5 21,2b S inita'r Sewer Structure Schedule LINE/ SHEET I D STRUCTURE TYPE TOP ELEV INVERT I N INVERT OUT PIPE DESCRIPTION SS-D MH-D8 MANHOLE 533.88 627.88 #20 39.60 L.F. 8" PVC 10 7,29% 524.80 137,87 L.F. 8" PVC 0 3.98% MH D6 MANHOLE 525.61 - 5119,111 73.84 L.F. 8" PVC 01 0,91% MH-D5 MANHOLE 523.24 518.44 518.24 120.98 L.F. 8" DIP rd 25.12% MH-D4 I ANHOLE 492.65 487.85 487.65 71,29 L,F. 8" DIP rd 3,1.77% MH-wv 01JL_ __1 464.80 147.90 L,F. 8" PVC rd 7,57% MH-Q2_ MANHOLE 458.40 453.60 463.40 75.82 L.F. 8" PVC 0 3.46% MH-D1 MANHOLE 455,75 450.78 450,58 44.29 L.F. 8" DIP 0 14.38% tA-10-6 MANHULL 451.00 444.21 4441ul 32.54 L.F. 8" PVC rd 11.16% Sanitary Sewer Sfi.- tructure Schedule LINE/ SHEET ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION SS-E MH- 1 MANHOLE 533.21 527,71 #18 81.05 L.F. 8" DIP rd 0,66% MH-E 2 MANHOLE 534.27 527.26 527.06 192.76 L�F. 8" DIP fa 0.55 19 Mh-tJ MANHOLE 543.06 526.00 525.80 192.62 L.F, 8" DIP 0 0.57 4 524.70 524.50 - 102.04 L.F, 8" DIP 0 0.56% MH-E5 MANHOLE 546.63 523.93 523.73 282.11 L.F. 8" DIP 0 211�20 521.00 Notes 1. UNLESS OTHERWISE NOTED, ALL CURB TO BE VDOT STANDARD CG-2, 2. BENCHMARK DESCRIPTION: CITY OF CHARLOTTESVILLE, VIRGINIA GIS STATION 110, GPS DERIVED ELEVATION=560.22 FEET (NORTH AMERICAN VERTICAL DATUM 1988). PIN AND CAP FOUND SET FLUSH WITH SURFACE AS SHOWN. 3. BUILDINGS WERE LABELLED DIFFERENTLY ON THIS SHEET BASED ON ACSA COMMENTS. 4. SEWER LATERALS FOR BUILDINGS 67, 98, 99, AND 100 TO BE DIP. Scale I"=20' Contour lnterval=2' 0 20 40 80 �z CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 34-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd, These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they o e ass gne o any th rd party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. �,LTH op I ki ROBERT B. MCKEE NO 77/3 N A L P- Revisions- 1. 08/10/06 ACSA Comments 2.09/l/06 ACSA Comments 3.09/29/06 ACSA Comments 4.11/03/06 ACSA Comments 5.11/21/06 ACSA Comments Scale: 1" = 20' Date: 05/15/06 Project No.: 0609 Designed: PC,BTRJA Checked: RBM Fi�eet No.- 11 16 Of: I 580 575 570 565 560 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 480 Notes 1. THREE FOOT MINIMUM COVER OVER CENTERLINE TOP OF PIPE. 2. ALL FILL AREAS REQUIRED 95% COMPACTION, MH-A6 OEX-MH-A nMH-Al.a MHA11 nMH-A2 nMH-A3 MH-A4 nMH-A5a nMH-A5 MH-A7 nMH-A8 nMH-A9 nMH-A10 nMH-A1 nMH-Al c c Fto C� 4 .4 4 Lo to 4 11) L0 to to (6 to u) I I ( s l I f I f � 1 I I -PVC--T-O--D ADAPTER P- _43 ° I I PROPOSED GRADE ' xGR OE -- -- -._.-- -- - - -- - - ---- --- - - - I --- I — -- ---- — - - -I ---- ----- -- ---- ----I -- -- -I ---_— �' -- ------ � 11 INIV INI1f IN (1)04 IN 12}- I 1 I R i -- -- I - ---------- — -- - -' ( `FARE -LINE (�YPIC AL) .-'- -- � � � W--r--- '3 � 83.81 L1.31% � ( 39.03 LF 8" PVC { _ -- ------ I - - - - - -- - ' - -- ----- ' -- ------ --- --I -- -- W AT;,ER ---- LATERAL J , , - -- ----- ---- - -- - - - - I I / I fI N 1, M! 1 ► ( r I I -__ r I I 2 I ii 29.30 LF 8" DIP Fd 1,02% . LL J � --- • .' _. (J 'ram- co O ! _ f ! r k LL LLCD rn I I : t, t ` N L " r^ 29 3 9 LIF 8 DIP ld 0. 8% j r � O �. ' �$ 1 ��� F 215.10 D 58 °I I I I i i I I I I I ( ( � I I I I CONCRETE ANCHpRS (P ASE SEE DE REQUIRE IL) I I ! I I Q , i I � O co 0 T O O WO II I IIf ---- — ---- �I IN I co o Y o OW—QT _ - - I to to O NI o O0 +F— (O C a) O - 0� i .0 ol( O + F— D cli W J Z tr) EOCdC 0o Ot)F- OO O z to t00 C'i O o r( ,n z CO O N 1-0 Z On O0 60 - O Lli dyl I-1NN z N z L co d i N OF > i> r N 04 ) C9 N LL > l to[ o r V) a) C7 OO O ¢ � I �Y� O� cu �z toz N Ln > d >L �O O Mr �(tir�cOQor`>Zw 2> Ua) _ _-- l N } NW WhNC- (h Mu)� t dZZ < 0 U + �� + U� � I— + �� �(O QZ t00 + V + D�0zC7 _ �ctl> p1-- 1: +z O O tp O JCD AC ! Oto Co; co!DX i OO �z OZ Qz�- Q Q Cd °'QO wT` + QN r co I- + +Wi N Z>o sr coCD V}_ T N�a rWiO lli0 S �— ) —C ZZz (=r D L�Q (Qz --J- 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 A SANITARY SEWER LINE A SS -A 5a PROFILE 580 575 570 565 560 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 480 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Feld Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. NLTH OF o UROBE IT B, M KEEL NO, 778 s 10NAL � 12.J A Revisions: 1.08/09/06 ACSA Comments 2.09/29/06 ACSA Comments 3.11/03/06 ACSA Comments Scale: H 1" = 50' V 1" = 5' Date: 05/15/06 Project No.: 0609 Designed: PBC Checked: RBM Sheet No.: 17 Of: 50 Notes 1. THREE FOOT MINIMUM COVER OVER CENTERLINE TOP OF PIPE, 2. ALL FILL AREAS REQUIRED 95% COMPACTION. MH-A3 MH-E5 MH-E4 (I McKEECRRSCON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. AA �, p,I.TH CF G r' o �ROBERT B. MCKEE� NO. �;783 s ICNAL ow F--I W7 � l o � o � � V E"{ I Revisions: 1.08/09/06 ACSA Comments 2.09/29/06 ACSA Comments 3.11/03/06 ACSA Comments 4.11/13/06 Sewer Line D Revision I Scale: H 1" = 50' V 1" = 5' Date: 05/15/06 Project No.: 0609 Designed: RJA Checked: RBMr;. Sheet No.: Of: 50 :e 575 570 565 560 555 550 545 540 535 OMH-AIO MH AA19 nMH-A18 nMH-A _— -- O to to L' _ _--- ----- ---� ---- --- I CO- 1` to to ------ -- ----- tD N to O I I l/ T / / 1-- EXIS TING — ---- -- — -- --- I G1?W,9E j I ROPOSED I I I I GRADE , I I I I PVC TO I I I , aA ADAPTER ' I I v a 1.16 / PVC I ' — _ _L1=8 - -- -- - _ . --__ — — - --- --- -- -_-- I - ---- - -- - INV IN (1) 1 O I l 1 1 I I CONNECTION I I f--DROP INV IN (2) SEE SHEET 11a FOR DE i All- ` Q O i I to to to to I ° O I ~ I + T >O j D o ZN f ca (6 ` { > > O 1 Icni, n -----o��z — --_ - -- -- ' �j--- --� i ---------_ Z -- ---- ��-r----- ------ _—__. 0000 _--_— _ Q _-0 O�� f 001 610 O �� jf C OO+r�NZ QOZZ C+ + 4 IQT Ln Z O 00(�Z I O I 530 0+00 1+00 2+00 3+00 i A`1 SANITARY SEWER LINE Al (SS -Al) PROFILE 4+00 H: 1"=50'; V:1"=5' 58 0 580 575 575 570 570 565 565 560 560 555 555 550 550 545 545 540 540 535 535 MH-A8 00 N to to ��.--._..� Q) M � i I �i I I i 1 I I t 1 / G�ADEG i' i PR OPOSED I II i / GRADE I / I I I .. 210,79 LF `8 Ca �+ PVC —� 1 1 Wo �� o' I ! I �OQ I D ff ~ I �z� I 11- 00 ONN � > O�� O in to I QOZZ ( ¢N S �» ------ Zz ---- -- ----- I - -- ► ----- - j 4 — - - . 530 530 0+00 1+00 2+00 SANITARY SEWER LINE A2 SS-A2 5c PROFILE H: 1"=50'; V:1"=5' Notes 1, THREE FOOT MINIMUM COVER OVER CENTERLINE TOP OF PIPE. 2. ALL FILL AREAS REQUIRE 95% COMPACTION, 580 560 (--------- C1 LO -- - �I - -- ----- -�_ -- 575 555 I 670 550 .—._..__- -- - - _- I - — -------- — / , / �- — 565 545 1 C--------- ------ ------ -�,-�--- --------- 560 540 F- -- — -- -------- � i i �._.—�__ —_ f 555 535 I/ I u; J 550 530 I14 I - OI ;- LL. -- - o 545 525 '---- Cn 7 4 - �` 31— 19.8I --- - — L.F, 8" DIP ---- - � 9.34% i 1 540 520 cnLO L { O O -- -- (-- - ---cuc\r- a;, cocooQ __ - -- -N- - 0 ------_ --- - -- 535 i I 515 �O� Z O0 > z I --I- W ----- _.. - -Q N c'ri (n O N �O�k- -I-- oQ---�- (jy�_ ui' C7 N C� ------ I W of FL T CO 530 + to +to 'noz. .- z car Q � Q o . 510 ------�r„zz —g z-- _..------- - 0+00 1+00 SANITARY SEWER LINE A3 (SS-A3 2+00 3+00 PROFILE H: 1"=50'; V:1"=5' 560 555 550 545 540 535 530 526 520 515 510 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com NMI McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p,L TH OF UROBERT B. MCKEE� N0. 78 Revisions: 1.08/09/06 ACSA Comments 2.09/29/06 ACSA Comments 3.11/03/06 ACSA Comments Scale: H 1" = 50' V 1" = 5' Date: 5/15/05 Project No.: 0609 Designed: RJA Checked: RBM Sheet No.: I� 19 Of: 50 EX-6-2 EX-6-3 MH-DI MH-D2 540 0 'li 61 0 . ........ LO 0 Co o f— LO Lo Lo t o6 LO 535 530 .............. . .. ............. .. 525 520 515 510 MH-D3 MH-D4 MH-D5 MH-D6 MH-D7 MH-D8 --------- - '0 -- ---- _Y .. ...... 540 0 C6 to Co 'o j C6 i 4;T 1 CN LO to LO co ---------- ------------ ....... . ..... - ----- 535 ------------ A PROPOSED 1 GRADE ........ .. ------ . ........ 530 T _J - ---------- . ...... 525 ------------ ............. 520 PV 73 1- F 0:91 -- ----- ---- ----- --- - 515 LO 510 V 505 - ----- ------ - -- ----------- 505 ------- ----- - ------------ ----- - --- ------- j � i I i 1 I ! �/ i h i i I i i f � - ------ 500 . ....... - -------- . ....... .......... --------- ....... ------ 500 CO 05 --------- ---- .... 495 495 I't T - ------- --- - ------- - - ........ .. ------ -- -----­------- 490 490 ---------------- E30TH SEGMENTS WILL REQUIRE CONCRETE ANCHORS, PLEASE SEE DETAIL ON SHEET 16 ......... 485 ...... 485 .. . ..... . .... ...... ..... - . ..... .. . ........ --------- 480 -------- -- ------ 480 Cl) CO ---------- 475 . ..... - ----- . ..... -------- 475 i I i i I I- I ( I Ii ............ .... . -------- -------- 470 - ------- T, 470 f -------- --- ... .... .. ... ...... ------ - ------------ . .... ...... ---------- 465 --------- 465 -- - ------- ----------- ------------- — -------- 460 J 460 455 - - - ----------- ------- 455 Cal -2 9­ L:F----8 `--DIP rd­14-.3 8 ................... ------- . ...... ...... ----------- - ------ ---- 450 450 ------- - ----- CONTRACTOR TO CONFIRM ELEVATIONS OF EXIST ING TING 1 EXISTING 6" MANHOLES ANO CONTACT E'NGINEER J204 LF, 8" PVC fa 1116% TERRACOTA, ., '(TO REMAIN) SEWER SERVICE IS TO BE ..... ..... . . ..... 445 --MAINTAINED -DURING--- 445 UPGRADE OF EXISTING LINE 61STING LINE TO BE UPGR�DED FROM 6" CURED IN PLACE CCAY PIPE 01 0 to colCo CN ---------- ------ ------ 440 440 ---- --- LO (0 co cli LO LO LO F_j ~�C: a :D f 0 0 O i 0 110 l i 0 CN > > > Lrl > > z C� z Co z 00 '0; z 0 . ....... > . ...... . ....... . . .......... 00 ------ - --- --------- -------- - - ------ 435 435 C: 0) "0 �O oco i Co 0)0 C to 0 (Y) C) 1"N 4 1 - 't I C1414 "CY) 266-4 :E - -14 4 .0�t: C6 (,?I-- 'Gi O� 6 cc "It 14 coto"11 I 7C4: C5 CO i I . 0(0 top ON 7 (Y) 6 tO Lo, to WL0 ptol 1 0) to! 4t_ I + -.t _q i N Nt Co t C? D + DD + z + -q! + :D + + 1 + z _0Z C\1 Z M L0 q Z (D . (D f-- 0 0 -Cozo "Z V? z _0 Z 0 t 0 Q C6 cq>> > 6! co > C6 Cd co > X X2>>>,, > 2(az z --- z z tz>.- 430 . ....... ........ ........ ------- __ 1­­ U).w._; W ------ - 20 (/) 430 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 � SANITARY SEWER LINE D (SS-D) PROFILE H: 1"=60'; V:I"=5' McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All Ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. NLTH ()p , tr 6\1 ROBERT B. MCKEE NO 8 O A L 146 Revisions: 1. 09A/06 ACSA Comments 2.11 03/06 ACSA Comments 3.11 13/06 Sewer Main D Revision 4.11/21/06 ACSA Comments Scale: AS SHOWN Date: 05/15/06 Project No.: 0609 Designed: RA Checked: RBM Sheet No.: 20 Of:-- 50 575 570 565 560 555 550 545 540 535 530 525 520 I -- — — -+� — �— NOTE: THREE FOOT MIN{M!UM COVER - I OVER CENT RLINE TOP O!F PIPE NOTE: ALL DUCTILE IRON PIPES TO BE PIPE i $" CLASS 52 — -- - -- -- -- - — r -- - NOTE: ALL C.OMRA-C-T-IO BILL AREAS REQUIRE 95% — -cam'-'----I-- ----•— —�---- � f- ---- - _.--- ---- ---- ___—.i� 4 \ —_.—.— E /S71MG Gf7AD' I � PROPOSED I GRADE � i � I ! f I I � l z z I - ---� I _ _-- --' - - -- ---- - 1 �_ -- - - -- Cr -- - - -- Cr Cr I C W w Cr ( o ---O OC LL to- Q 4 0 `t � '� W fILL LL in I _ O O LL O ( N W F W ' O cIN > C� LO �Q O O O O '.- O O; N O CO- O; . co- O; ap 0= I I j> N iN i 7Z- NQ r� N,x Lrn N_ ! t Cp rc + - O C7c cQ. co W m ' coo ro x ai�x I cow co cow ro� col' c�v cc i cu — ca 0001 in00 I — — Cn�s2«� cQ _--- � - _ Im co co cq_ ---- 0+00 A WATER LINE (WL-1 6a PROFILE 1+00 2+00 3+00 4+00 5+00 H: 1"=50'; V:1"=5' 555 550 545 540 535 530 525 520 515 510 505 500 -- NOTE: THREIFFOOT MINIMiUM COVER OVER CENT RLINE TOP OF PIPE NOTE: ALL IPES TO BE CLASS 52 DUCTILE IR N PIPE NOTE: ALL GILL AREAS REQUIRE 95% — — ---- - -- ----- �oM�Ac�to - — --. EX1S71NG Gf?ADE PROPOSED I 'GRADE I I I i I I f r-� � LL ' j i r ( -1 u Q I O CL W > � — -_i o' O> I , tea_ (N c� ,- w �rLLJ to c) C� rn u> r` o O o co O OZC MW h r N r O LOU-Lr) CO Q O, 00 «i OQ O a + N ' + N + + N� N < + N; + N a +o II +o to + + LU co a7 m co co co co W im co co m o Ca i , 0+00 F B__ WATER LINE (WL-2 6a PROFILE 1+00 2+00 3+00 4+00 H: 1"=50'; V:1"=5' _ �I m M1cKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH pF t,P �ROBERT B. M KEEL NO, 77 N c� r. 14-4 V h--{ h� Ir1a?146 Revisions: 1.08/09/06 ACSA Comments 2. 09/29/06 ACSA Comments 3.11/03/06 ACSA Comments Scale: H 1" = 50' V 1" = 5' Date: 5/15/06 Project No.: 0609 Designed: RJA Checked: RBM Sheet No.: 21 Of: 50 570 — 565 560 655 550 545 540 535 530 525 620 515 510 505 500 495 --- - --- 490 485 480-Z 475LO 470 ------ - sr� w _s�� sn __—. co - sa -sci- - -sa_. _ — .-_ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 A WATER LINE WL-3 6b PROFILE (oil OW i [NOTE: THRE OVER CENT FOOT MINI RUNE TOP �F UM COVER PIPE I I � � NOTE: ALL PIPES DUCTILE IR TO BE N PIPE 8 CLASS 52 I I -- -------_---------------- NOTE; ALL ILL AREAS R UIRE 95°° Q / I — f I I ! I I EX/ST/NG /7ADE I PROPOSED GRADE I i I I I � I I I I, I 1 � ► ( I ' I I I ' � � j i I I I I I► I I I I I f C I I II ' ( � , ► I I I i I ( , III I, I I , I � f I I I � G I I I J ml � I Z_ � Z_Z I ttt W ( � W z W t 7 ' Q z ( J W I a W } W _Z W W f W I � � W � Q I I I I Y ap I L.I.. � LL LL LL LL � cfl (� I.L. LL I ! -� ----------------- W c7I > a- - Ch W � 0 W I >_ I � -- - - �- -- ------- - ----- d Q_ - � -- --- --O>L1J I - ------ - --- ' ----- ----- ----------__ I _-__-_---------Lr-)--�' a0 --- �I ---- - I 1 I --_..__-----._..—_- ------------ --------� ----- I ------------------ --_.----- O --- a - ---t.l. ---- ------ M -----------N .-- I(D a. N -� ---0 ---- W ------_� _-- -----! I ---------- - pl1Wj �� O> �W I �> OW I W rW ,-QI �� i �LIJI- N� ��Q �cV OI1J T �� N �LL1 ,- McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTtESVILLE, VA 22902 t: 434-979-7522 t: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH pF Irk ROBERT B. MCKEE9 N0, 77 3 116��5 CNAL Revisions: 1.08/09/06 ACSA Comments 2.09/29/06 ACSA Comments 3.11/03/06 ACSA Comments Scale: H 1" = 50' V 1" = 5' Date: 5/15/06 Project No.: 0609 Designed: RjA Checked: RBM Sheet No.: 22 Of: 50 580 2 675 570 565 560 565 570 550 565 545 560 540 555 535 550 530 545 525 540 520 535 515 rr 530 510I. ri 525 505 I cc 520enl 500 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 A WATER LINE WL-4 B WATER LINE WL-5 6c PROFILE H: 1"_501; V:1"=5' 6c PROFILE _._j--- --------._-----_.—�—��.--- r---------r NOTE: T ERH E FOOT M I N�IM,UM COVER � ` I OVER CENTERLINE TOP OIF PIPE NOTE: ALL ,IPES TO BE CLASS 52 DUCTILE IRON PIPE ALL ILL AREAS REQUIRE 95% ,NOTE: I i IEX/ST/NG GRADE I PROPOSED GRADE I` - I ' I I I I , ( w � w fz I w W ( M oz Oa- O co� CnW (AQ r " a)F--I O>� ao� c� rW mt--IW) � O¢ Off-„ a0 CM ap �_ CO � COS COS O co C7 �Z �W uj„ O� co �� aD O_ O_ I cti X w( m X N cts cV� cv X cv-�C cv -----^ __--.-- � -.-- -- ---�-- ---- -- — -- -- -- --- — ---- - NOTE: TH R E OVER CI.NT FOOT MIN! RLINE TOP OF �IPES UM COVER PIPE { ( NOTE; ALL DUCTILE IRON TO BE PIPE � " CLASS I NOTE; ALL ILL AREAS REQUIRE 95°/I { { I I ! { I i � I ( -- { i I \ I 4 EX/ST/NG GRf10E - ---- � ---- -, - �� � PROP McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434977-1 t94 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p,LTH OF � ROBERT B. M KEEL NO. 78 o � jaNAL r V J 1 Revisions: 1.08/09/06 ACSA Comments 2.09/29/06 ACSA Comments 3.11/03/06 ACSA Comments 4.11/21/06 ACSA Comments Scale: H 1" = 50' V 1" = 5' Date: 5/15/06 Project Na.: 0609 Designed: RJA Checked: RBM Sheet No.: 23 Of: 50 bbu * 545 540 535 530 525 520 515 510 505 NOTE: THREE OVER CENTTRLINE FOOT MINIMUM TOP COVER PIPE NOTE: ALL PIPES DUCTILE IRqN IF TO BE PIPE CLASS 52 1 ATE: ALL OMPACTIO I ILL AREAS R 9UIRE 5% � i 4- PROPOrED GRADE I I I II\\ r w 12" CL j ARANCE � , \ { j li 0 L__ 6" SAN, LATERALS SEWER (TYP) LL X Lo 0 W 0 I 01 z I 0 0 0- .0- 00 N O O ZI z 00 WCC W W z z p > W z I z z 00 > z _J _J W W W _J W 00 > Z__ C/)- F_< 1- W ---1 _J —D LO 0 0 W 5 LO (0 i 11-1 CIL LL *- MOM cr LL C\1 Lo co LO U')cv W LLI U,�)w 1-4- z z 00 Z) (I)Q_ 0 In W ai ��; CID Lo. cv) zo -,t (0 + + t.:0 T-: > Imo. z N,]� C� Zo + W 00 0,)"o X Z ODZ 0 6U) CO. M 00 CIO X ca X -�t �t. X 6�) 0� X � z — 4- V V 0+00 WATER LINE (WL-6 585 580 575 570 565 560 555 550 545 540 535 1+00 2+00 3+00 4+00 5+00 5+50 PROFILE H: V=50'; V:1"=5' NOTE: THREL OVER CENTERLINE FOOT MINIMUM TOP OF COVER PIPE NOTE: ALL F DUCTILE IRCN IPES TO BE PIPE CLASS 52 COMPACTION 7NG G1711101E Iz /—PROPOSED GRADE ............. F 8" GATE VALVE A INSULATE ATER LINE , T CROSSING 12'Mi`NIMUM[_, CLEARANCE- < > C z < LL > LL LL Cf. 'OLL W Oa > . > z 0 6- O OZ + cc 0? I C\ C)W + J- 0< 0 (+ + 04 co > co ca z C6, �C: 530 0+00 WATER LINE (WL-8 1+00 2+00 3+00 4+00 6+00 PROFILE H: V=50'; V:1":5' UOU 555 550 545 540 535 530 525 520 515 510 570 565 560 555 550 545 540 535 530 525 nA NOTE: THREE OVER CENTERLINE FOOT MINIMUM TOP COVER F PIPE NOTE: ALL PIPES DUCTILE IRCN --NOT :: ALL COMPACTIO TO BE PIPE IL AREA REQUIRIF-9 CLASS 52 5�Z TIS TING '4 6 P OPOSED GR DIE z fr n- —I >_ T_ 0 LL C� W > —:zJ 00 < > U_ W (1) ir---� 0- O;c +X 0, (10 C:)w +�_ 0< + X C\I-. ;Tu) (0 +0 C\I(Y- .0c .0 .00 ca X .0 ca U) 00 0+00 WATER LINE (WL 6d J PROFILE 1+00 -CENTERLINE NOTE: THREE OVER FOOT. itMlill OP OF M COVER PIPE NOTE: ALL 4ES T6_ BE CLASS 52 DUCTILE IRIN PIPE ________COMPACTION N -Q-T-Ei-A-L _L__A8_FA_S_R _U LRE-9 V� EXISIING GRADE PROP SED GRADE 7 6']SAN. SEWER' LATERALS I � ui ► CCLU CL W U_ 0 0< _CV) 0CJ coo�- W 't 0- 0;C OW + I— 021 0< ;0 *0 > 0z + 0 + O� -,� 0� -(n CP IT com M+ IXO +0 7'co 0) Cd ,X W z 00 _W ca �C/) co .X C6 C0 U)Cf) U)CO 505 — 0+00 rA WATER LINE (WL-9 � 6d PROFILE 1+00 2+00 3+00 H: V=50'; V:I"=5' C -7 C J I �J 570 565 560 555 550 545 540 535 530 525 NOTE: THRE FOOT MINIMUM COVER OVER CENTERLINE TOP OF PIPE PIPES DUCTILEIRCN TO BE CLASS 52 DUCTILE PIPE COMPACTION Z-XISr%fVG GI?4,9,E PROPOSED GRADE I \ I III J1 W U) < C� LL LL W 0 > OLL C��- _J (0< 00 co> 0::) 01� < 1.- 0 > _J c)- 0 ic, F C"Lu ow, 0 �11 z IN M1 r L6 CF) W CF) ,>_>, C, , 8- + od +I-- +< 0<0 W .cc To .0 . V ca (U Cd 6Q- zX JLV 2+00 0+00 WATER LINE (WL-1 0 H: V=50'; V:1"=5' �,_6d) PROFILE 1+00 H: V=50'; V:I"=5' McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. $NLTH Op Gr o ROBERT B. M KEEL NO. 78 to aL 00 U ,,/,p F 1,06 Revisions: 1. 08/09/06 ACSA Comments 2.09/29/06 ACSA Comments 3.11/03/06ACSA Comments Scale: H 1'. = 50, V 1'. = 5, Date, 5/15/06 Project No.: 0609 Designed: RJA Checked: RBM Sheet No.: 24 Of: 5 � . 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TYPE XI ­­ -1- ­­ _­ ..- _ ­ ...-TYPE XI - " FFE 56-3---, ­- ­_ ..._...- ___ ___ - FFE 5_98-­__ , _'. __ \ \ '__1 _... - - . 562.0j - ___ __ __ '- - - -- ­_ ;-, r 0- -7 7 Storm Sewer Structure Schedule LINE/ PROFILE SH, - ID -_ TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION STS A N-12 DI-313 (L=12') 565.10 __ 548.60 136.34 L.F, 15" HDPE a 0.66% 8a IN-11 DI-313 (L=81 556,20 547.70 547.50 1 66.41 L.F. 15" HDPE d 3,465% IN-10 bi-3B (L=12') 555.21 545,20 1 544.20 108.80 L.R 18" HDPE rd 1.10% MH-6 MANHOLE 554.95 543.00 539.00 90.64 L.F. 18" HDPE rd 1,32% IN-14 DI-3B (L=8') 552.69 537.80 527.80 12 6.5 3 L. F. 18 " R C P kil 4.8 5 % MH-12 MANHOLE 526.66 521.66 515.00 32.23 L.F. 18" HDPE 0 15,51% OF-2 RTNING WALL 511.50 510.00 510,00 1 __ STS Al IN-13 DI-3C (L=12') 553.35 - __ 546.35 1 66.17 L.F. 15" HDPE 01.74% 8a IN-10 DI-3B (L=12') 555.21 545.20 544.20 __ STS A2 IN-38 DI-38 (L=8') 553.58 -_ 548.58 -_ 155.68 L.F. 15" HDPE RD 3.58% 1 8a MH-5 MANHOLE - 554,95 543.00 639,00 11 I . -_ STS A3 IN-15 ADS INLET 550,30 _ __ -546.00 . - 52.28 L.F. 12" HDPE fo 0.96% 8a IN -16 - ADS INLET 550,30 - 645.60 545.25 � __FN_-17 50,00 L.F. 12" HDPE 0 1,00% ADS INLET 550.30 544.75 544.50 __fN 50.00 L.F. 12" HDPE U 1.00% - 1-8 ADS INLET 551.45 544,00 643.75 - - 25.00 L.F, 12" HDPE rol 1,00% IN-19 '-ADS INLET - 55212 543.50 543.25 1 - ___fN _-2 26 III 1,00% 0 ADS INLET 562.66 543.00 -642.75 ___�_52.69 iii.81 L.F. 12' RCP I'd 4,43% IN-14 DI-3B (L=8') 537.80 527.80 - __ STS A4 IN-21 DI-3B (L=8') 545.20 __ 531.00 246.36 L.F. 15" HDPE rd 3.79% 8a MH-12 MH-12 526,66 521.66 515,00 _ __ STS A5 - " ES-2 556.00 __ - 554.50 ___ - 94.03 L.F. 18" CMP to 2.66% 8a C-1 ES-2 553.50 - 652.0-0 -_ . -_ - STS A6 _ C-2 ES-2 554.75 __ 553.75 - I 50,06 L.F. 15" CIVIP (a 1,00% 8a :::C:--:2 :::,] ES-2 554.25 553.25 -_ - I . - Storm Sewer Structure Schedule Q and DI through D6) LINE/ PROFILE SH, ID TYPE TOP ELEV - INVERT IN INVERT OUT PIPE DESCRIPTION STS D !N74E ADS INLET 632-00 -_ 529.00 66.02 L.F. 12" HDPE 91 3.35%- 8C IN-413 ADS INLET 529.79 626.79 526.59 . 71.41 L.F. 12' HDPE 0 3.05% IN-4C ADS INLET 527.41 524.41 524.21 1 77.04 L.F. 12" HDPE 5 2.87% IN-4Q ADS IN ET 525.00 622.00 521.80 65.40 L.F. 12" HDPE 5 3,76% IN-4A ADS INLET 522.34 519.34 516.34 80.09 L.F. 15" HDPE Id 0.56% IN-2 � DI-36 11=61 622.60 515.90 515.80 49.36 L.F. 15" HDPE 93 0.61% IN-1 DI-3B (L=6') - 620.5 615.50 515.40 42,48 L.F. 15" HDPE Id 0.71% IN-3 DI-313 (L=6') 521.40 I 615.10 515.00 144.75 L.F. 18" HDPE 90 0.41% MH-2 MANHOLE 527.62 614.40 614.30 40.61 L.F. 18" HDPE Ja 0,98% II - MANHOLE 628.26 613.90 513.70 _�_25.50 82.61 L.F. 24" HDPE 15 0.85% MH_11 MANHOLE 513.00 512.80 1 - 181.95 L,F. 24" HDPE 0 0.71% ___�I_ Ivilev L.F. 4 OUTFALL 2.00-- 510= 510.00 __ STS Ell IN-6 DI-111 __ 647.00 __ 541.00 - - 37.55 L.F. 15" HDPE la 3.46% 8C IN-7 DI-11 547.00 539.70 539.50 52.74 L.F. 15' HDPE R1 7.58% IN-8a QI-313 (L=6") 550.00 I 635.50 531.50 . 1. - � - 1 75.95 L.F. 15" HDPE 91 3.29% MH-1 - MANHOLE 535.55 529.00 525.00 168.31 II 15" HDPE U 4.34% - MH 3 [___M_A_ - E RHdL 628.26 _�_17.70 513.70 I -_ STS D2 IN-396 ADS INLET 531.26 -_ 626.00 29.01 L,F 15" HDPE RD 2.69% 8d IN-39A ADS INLET 530.38 625.25 522.75 45.26 Lf, 15" HDPE W 2.76% MH-11 MANHOLE 525.50 521.50 512.80 . I -_ STS D3 IN-40 ADS IN ET 623,00 -- 518.70 I 40.00 L.F. 15" HDPE rd 2.50% 8d - IN-41 ADS INLET 523.00 517.70 617.50 40.00 L.F. 15" HDPE R1 2.50% IN-42 ADS INLET 523.00 616,50 516.30 ---t- 1 77.37 L.F. 15" HDPE 0 1.68% MH 4 MANHOLE 522.90 515.00 511.30 I __ STS D4 IN-5Q Abs INLET - 644.50 -_ 540.00 70.58 L.F. 12" HDPE III 9.92% 8d IN-5A ADS INLET 546.00 533.00 531.00 14.60 12" HDPE 0 13.79% MH-1 MANHOLE 535.55 529.00 526.00 . I __ STS D5 IN-5C ADS INLET 634.70 -_ 531.50 - 21.72 L.P. 6" PVC 15 2.30% 8d MH-1 MANHOLE 635.65 531.00 525.00 __ . STS D6 IN-43 DI-1 - 526.00 __ 522.00 77.38 L.F. 15" CMP 0 3.88%_ 8d OF-7 ES-2 OUTFALL 520.5 519,00 I 619.00 __ D7 IN-8b QI-3Q (L=6') 551.21 __ 639.50 STS 50.07 L.F. 15" HOPE 0 7.99% 1 8d IN-8a- DI-313 (L=6') 650.00 535.50 531.50 __ �� � . - I . � I - .- - I - -,i - -.,­n�n, - - , . - ­___­_­, I - � - ,­ 1, .,\,..,,.-.-,��,�,,,.,,�,,--,,,,, , : 10 0 1 ­­ - ­ ) I I - ,_ ".- i�:i,,,.,,zz-�1--��,��A.-�f�,,��', , 1, L ' , , * " - �­' ",1k""?'. r I - 1, -I ,., , �, . % ,_ ­ 1� lar-1-0 ­___­,_ 6�2 ___.- . ... .... . I I - - , "�, ", , , , ` " , * , . "'.0'., - -, -, ­",;:�, .-_"�,��,,,v."..��`,`ej, ': ­ - TOW ____ Izt, ". i"'. - �,�,� __ - -- ­­ - ,..��,�'%' �, , , *` ` " - ,* -, - `­` -- " "-`�"�' �"? ._ ------ ­ ­] -J - 0`;�`_.__ , \ ,­V",-,i� �� lt'­"�'i'�!--,-* ,'�,* ,.�,,­ OW�149.4 , . � ,, _ . � I \ ,,&, , , "'. �!.t��', _,,'�`.*�� ."', 5",_,��,_.,, 514"""', "�, ­­ - ", , ­ , - , `� ­ 11 ,:5� -90, , , , - ,�, , ` ­!��;, v,,.,� - 1'� "� ­,-�,� -.­-, �­-L 7. 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". , l,'�:",����--.,".,I���,�,,,�;I % \'I J� I ,�',,,'.,,", - ... � - I K.,"'111J., � - ;L�i �,'Iwt 4".1 ill',,'� "''P., A - Y_ - � �,,,,,­:�,-,,��5, ��';1,,'N',I,,� ,,,�,, t-%�,,�,'�`�j.;�..',`f -?,,.��,�',`,,,.,n�. . - . , � '. .� � ,� , - WiMMMMM10 - � , - _ --- - " -, nnumminimml ,, t )-.'. � 11 ,�-, , `� A * , "I "' `� '�'11111.1 , � ", 7 'f , ` --f - - 'K`-.",-;, , Y . ­ I '_ -1 1, �111',, .;, _,__ �. ?'11;�T'�.""_�111_ -""�--,,���'-.�.-I'�",�",�-., .-I"n" 5i .- ,�,1'18, ',�,`;'��,_____1,17 7 �, , ��'...�.,�."..�11.1-m�"I'll�-",�,,,--el,.,,�'I I ,;��,'.,� -'i , �;��� ... 11, "I � ,�li,�7�-�,���."��.�,i,-5�,��,��,7�,;-, , ,7"�­,,','t.',�'. -i,- -o , . . . . . & ---- , , � _B , .1 . ,� _,�_ ��, .1. -.1 -.1 -.1 - N N, 0 1 . , , I � I - - � I _ . ... -1 I _,j� "'O, ,t`,t&'�-� n� ',,';��,'-��.- - -,, -".�'.�,�.-,,*.,,-i,-�r�.�,.�,�','�:.", "-""�-',,,'-',;,I��,"�,�-,izl-" - � � - , , , - .--. -, I I , �;"`�`­ , , " -� �,�, ,,,.�,­ ��L� � �, , ;�.`_ ��'. " ,'�; 4 - :..., - _111.­­ , I - �,,,, ,�,�� ,,, ­�-'_'_ .-",��.,�-,;,�,,���-��-..�,�,��. _i .... .. �','�,�,.,�"- -, ." ";,"" �,'-�,�� i" � 4`4, "; -,,.---.""-,?g,,FL ,,_­�-, 1, ,,.,V'�'. L . , . ". -, � - - "-- ... , , .`�" ; ., ,\ � . ,,-,,�,�",\,.",�",���,-,,,.,�,,.",,,�,,,.�""���,'� " 4. CONTRACTOR TO COORDINATE STORM SEWER WITH LANDSCAPE AND LIGHTING PLAN PRIOR '\,�, , , ..-jro ", �5-1­11..'., ­. "''. 1�,� ­1­_i"­,11­ .'' . _, ,,._� .'-,' � , _',�,'_ t;P , Q:_,L,�,-,._E�,'.,"� "tS. ..- . I : 1, F`* , �,�-',�.:�=�,,,,�����-i��lfz;�,�,j, 1111.1­11p� ­�,­�%,,�N,,,�� __!;.Z�_ , _ �,­­111111�.­111% ­T­ '­k :� . 1­ - .11- . .VT� MP -1, ". t ., ", , , .1, �.,_, � 7­1 t- -, ""', e ..., ,��,�'._5� ",-.1-1.1 1,& .1" ��­'�" -�, .`,�% �i;. .""�-li�',�'�,�..'.,�ll,����,,�.I _,5,9'11�.i�ll ,,�n�.',,��t"i�� TO INSTALLATION. - Y_ ,�'�'�.�1,111"���,.��"'--"��"i�'.1'.11"1,'�,-,�,'�,.-�,,"�'��,��7,i��P,',,'9"$.",Z,�5�'�,,",� . - " ",.- ­ M) "", (1101 '�11', �`_` �1� , " "' "' 4 _,�� "i , ! 'I, N" V IN 6 �)� �.".," L ­­ .,;; - u - -- -:-, ;-.-:,, : D � I 1�,6 7�,,��I'l�"l'--i"",�.�-lil�-;",�ll'-,�,�."-",�'ll�-�,r,2�,-"",l--.",,'!"�,�,,�.,���1-1,A�,11-11����, I I ,-�_ ,;; .... __- - - - - - - .", , , , ,N � -1 ­ -� - --g--l", ­'�. -j!, .., - ��"'o,�;,.,,,�,�.�, g�. . ,,�­ ,-n--;"..?����,:�..-.?�',',?�,� �,_i.,�,'.,,',��" � -,�,t� -",!,,.� ,�,,,.',', " "� _`,.,�." " _- " _­­­ 1_--;­t7_­-1'_.1- , - � . - �, ,.,�,�-,��,.",�,,.,�"..,4�,.�', _1!1�. '.!�,_�,­;�,� '-1-11-�I.-, ,,�, � - 0�_--, ,,V�4,.. ;�t�;ta,�,_ , .-! - ., -----------< ,�,, , .��ii .,.�t, . , ,411.'I`��U , - , _ ,� " - 6., ."; ,t,i�*,h`,,�'.� , _., " .. , , . " - ­ , �f .�, ". . . , , - - * . __W R P��N.1.1� I;: J.. N - . . , ­ �Y, , �, ,,, I � .,'�,,�i',,�.����l,,;,�';',�:.�.', ,.,"-,_;- - - I-- - .� - ,- , � , .1 � , ., � Z. . - - " ` ` " _�_`11` - _P " ,-,, - ,� �r i�q , _­ , -- - . , I ­ , � I - , . III. 15 N ,_ ", " �, ,� . , . ��..',�,S�z.-,,g .",�,��,y�,jl �.`i,�. N, �` , " " _�",.;�,.` S�, ,;,� 'i"', 'F� , .-L�;,;�---,�""��,��,,�'il'i.,�,t�,�,� 4t .;,i",, , - S; -,;�,-".,-..-.-,,��,.�,�,���',� �',t , - _?", - �' F? ,�- 1XI - . . , , I I,\ -��'I'�l',�..�I."�,'�,,�.�"".,*",�.�,���'I .\� � , - - - A - - � -, - ::: - . ..-N _Yz _--,J� _011e��'r-�',-,;!'�,, --,;�_' -,,�..� 'X .��,� � -, . .',A,,--��,,�,,��,-,,x 'T-34", ,it',l ,�.,��l;-.,�1,11"-ill�;i�,"�il.-Ia ,; - _� fA � , &. At;��,�­- Ai'.11_­--_.`..�111 ,.� '111`!"'J�,'� ,. - . ., � ,­��. --- �.' - ., �_, . 'F ,�,� ,� z ,,�� - .?, ,�... �, , - 4�� � . iy ,i, r. . .�.,, _5 .. ��,,�,,--;-- ,1. � � - 11 � . . I , - M . , ". , -, 1 ., , , , , :-, I 0, -.1 , - � _� _--'�. , . _ . . 5. ALL STORMWATER DETENTION FACILITIES TO BE MAINTAINED BY THE PROPERTY OWNER AND I Z_ �v- -'��,�, .11, �� 'It �`,�, ,,,, -,- -� ,,- - - � g c� aN - ,,, m - __... . � .��, - ,­: . . � M 07*�. ix,.�rV, ( '' " _ �-"",k , 01.1-11 " W_�. " -N, �,--.�^,.'��."�i-...,,��-,�-,�,,,���,,t;�,,-., �0%,I--- ­_ _r rt", - - - � , \ " , .,�gm.\: " . -_ ,_ ', .k.-_ Vlf�'�����jy-�*."-.�*"�"I'��-: 553.50 . . . . . . . 1. ,_,--,.,. - ;15it'�', .� � - af ,f"N' " -�', . 111.'�111�1� __ ­ wft�w y,�-,, '- ." _7 �, - �. 't.;_"_i._ I - - ., 0 , I �' � � w � N. , -, 'm - A�iPH , _­ "111.41, -1 INSPECTED ANNUALLY, \ _�', " , , I ­%IR-W , .�,� -a�,,-­, %..'-, -, i -,,,,,� -_-�;­ � _1� I k - . �� J u,P-, 0, , .,a;,�,-._��.,:i�,,� -�� - � 011 , , , ;,u - : .1 w I � .;I:-- ,� ?.`,,��,�,�Q ','�'.,t.,`,.�� i�� I A� ,(�., ,;.. " A `,* - - ..... - , � . �, I � I - FH�w . �,D�.,%,-�,�,\�,.-��-',:",�!:., , , ` K`w' ""' - I" �,�1,��.:',i` _..� T",�'-,, ,�,, -,, ­,,�,, 1­1.. 1, " 1 ". W�1'111'11 ,�,�l.*"i,;"�,.�IR"",.,.�,�\""�,�,�',�,'�I 0 _"f:","K�T; ,�,�,,,� ,,, , '4�?,��,;..'�_ -1 ,; - ­1 . \ . � 6 , ,_ - .­ I - - - '. " - V ­11 "�_ fe*_�,;`111_1, .�,�_� V01111�­ 11.1".1.1- i 2. " .-i,'��,- '-',---�-,�- -,�F�-:��,q,-",..,,.,-�-t,�,',��,����: ­,� ­. ­­ . r?� "`,�-;!,"."� w--,y ��." ,�, , " . 1i __', � _,�,"t'N. ,'.,�,�,, , �,,��<. . _N��..� .11"� �" I 11 1�%. .. - QUPJIUW � \\ �__ __ ?�",_ i", I - _� �,�:,�,Z,_,;,.,' 1� , ."', �`.`�"'_, ­111. I I - �"' , ��,� 11 . , I . 6. WATER SHOULD DRAIN AT A POSITIVE SLOPE AWAY FROM ALL BUILDINGS AND STRUCTURES. I',- " ��"':',,. ", - -, F!r_ ­­­­ ,�,-�­-­',,,,� 1 Ff � 1 �_��7'14D,�,ill. �� � ___� " , " " .,.,,., , ,i � ,,� - ` ­` * 552 , r .,-'�-! , ,- " - - - "j, - 11 ",.;"r,�,,��,,��,,,,��,,,,�',,.��.�,-',',�,.�""-"",-�,"-,��'��--"'. "" I , ", "'.', �, - - * 11 _ .V W - _, -, zilr 7,,�M ",i",��,-,�..,�"",�i�,,��i�� --l"'.1- ;.�% ,­��., - " " - � ��,�""-_,;',,, � . , , `�'�, -,' � �'!' "", r`-, ; " _ . , 'I. , � 1. -1: 11 " . ,�'I'�',,,t�,,�,,�,,��,,�l;,',�-,,'�-',"'.,-,'-,��,�,,�i;,j "'.1111 ,,t,�.`�&. _ � A � . I "el -I 1 z�i'.11!. �111 �,`,,--,,-��,`Z,t,i, �' - --'."A, �, , -", , " -0" If-11 , "r,�,, � ,_ - , �.,, ,� �,,�., _i�' . I , M'_Wl 1. _11� I.' : - . K.- ,�v ,"_ , - 01 \_ � " Z. " '1z" -1 I' 'I �,]`,� -1, �11'1"�'.;'�.i I ­,­1.,M � , - - 7. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE 1. \ , . �O '11*111� I I _. ��_­ �%";��1.111,�,,�.it;i,.,�l-l�.�,,��-"�-�I � -1 "`�, ", ,�._ t -, , MM �,x;,,:i� V1;41 11,_�.;V�G­ .."'g-1. , , - , SITE _� , * �. 4­. 1 zl,��_ - - - ..�.. '�_� it .- - I ,��K --�- L 1. . , �� 1-1 - 7M __ Q - ��,; . ­111, ­ 3: __ \ ­1 - I � , i. ., 'i�',.­ ,;Dy, - ' I __ " .1 .. , -S" 1­1 � --- EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENTIONS , � �1,le 12:��.� I r,�­ - ­ ,.. .- ­_ _­.___,.__, 1 553.58+ 1 1 / I -. I - -I -�- - .11 - CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER J - I I / I OF ANY ERRORS OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH MATCHLINE T" SEE SHEET 7d MATCHLINE T" SEE SHEET 7d V � / THE WORK. 8. WHEN CROSSINGS OF WATER AND SEWER MAINS, CONTRACTOR TO MAINTAIN AT LEAST AN 181, VERTICAL CLEARANCE BETWEEN PIPES. 9. IN MANHOLES HAVING MORE THAN A 4FT DROP BETWEEN INVERTS, A 1/2" STEEL PLATE WILL BE /__� - Scale 1"=20' Contour lnterval=2' PROVIDED AT THE BASE OF THE MANHOLE TO PREVENT EROSION OF THE CONCRETE. 10. PRIVATE STORM SYSTEM TRUNK LINE TO BE 12" HDPE PLASTIC PIPE. 6" DOWNSPOUT COLLECTOR PIPES TO RUN FROM UNITS AND CONNECT TO TRUNK LINES USING A TEE-WYE FITTING (ADS PART #1236AG). FOR STRUCTURE AND PIPE SPECIFICATIONS PLEASE SEE DETAIL H/18. 0 20 40 80 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com IMcKee Carson and Field W Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the I property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH O-P -ROBERT B. MCKEE' NO 8 `16 / / . ;PC, - t 45 &I � 114� 4 , V;�'o � O�/AL �2 - __ I _<� F-4 0 )._� U �4 )-� r e\ �4 W J PV4. �� -e!� ct pv �� -A �4 :.4t!� to ;--i _<-� : .?.-I i > I ]._� �-� P..q r--..q ;__4 F-4 �7-) ct �� �7, (D W W4 ,Q 0 ,_4 �� ,!� �4 '"� U o �:: �_, z � -<� 0 �� �� U P4 44 F-4 F_4 141 -�: 0 F-4 Qf) . V-4 r I " /.. pi, 7 /a r. I . 11 Revisions: 1. 09/29/06 County Comments 2.11/03/06 County Comments Scale: 1" = 20' . Project No.: 0609 Designed: PC Checked: - . RBM . Sheet No.: ' I . 26 Of: 5QJ , Storm Sewer Structure Schedule (A and Al throw 091 McKEECARSON Cz H w w C1a i 1ru 1$ t-.11AJA-L N L L VLll V11LL 1 / %, "E" SEE SHEET 7f LINE/ PROFILE SH. ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION STS STS A IN-12 DI- B L=12' 555.10 -- 548.60 ti 136,34 L.F. 15" HDPE fd 0.66% 8a IN-11 DI-3B L=8' 556.20 547.70 547.50 66,41 L.F. 15" HDPE fd 3,46% IN-10 DUB L=12' 555,21 545.20 544.20 108.80 L.F. 18" HDPE 0 1.10% MH-5 MANHOLE 554.95 543.00 539.00 90.64 L.F. 18" HDPE 5 1,32% IN-14 DI-3B - 552.69 537.80 527.80 12 6.5 3 L.F. 18" RCP 5 4.85% MH-12 MANHOLE 526.66 521.66 515.00 32.23 L.F. 18" HDPE 0 15.51% OF-2 RINING WALL 511.50 510.00 510,00 STS Al IN-13 DI- C L=12' 553.35 -- 546.35 66,17 L.F, 15" HDPE 01,74% 8a IN-10 DI-36 L=12' 555.21 545.20 544,20 STS A 2 IN-38 DI-313 L= 553.58 -- 548.58 ti - 155,68 L,F, 15" HDPE fd 3,58% 8a MH-5 MANHOLE 554.95 543.00 539.00 STS A3 IN-15 ADS INLET 550.30 -- 546.00 52,28 L.F. 12" HDPE (5) 0,96% 8a IN-16 ADS INLET 550.30 545,50 545.25 50.00 L.F. 12" HDPE 0 1.00'/° IN-17 AD S INLET 550.30 544.75 544.50 50.00 L.F. 12" HDPE kil 1,00% IN-18 ADS INLET 551.45 544.00 543.75 25.00 L.F. 12" HDPE U 1.00% AD INLET 552.12 543.50 543.25 r-�2 25.00 L.F. 12" HDPE lad 1.00% A INLET 552.66 543.00 542.75 111.81 L.F. 12' RCP 0 4,43% DI- B = 552,69 537.80 527.80 STSA 4 IN-21 DI-3B L= 545.20 -- 531.00 1 t�. 246.36 L.F. 15" HDPE f� 3.79% 8a MH-12 MH-12 526.66 521.66 515.00 STS A 5 C-1 ES-2 556.00 -- 554,50 94.03 L.F. 18" CMP fa 2,66% 8a C-1 ES-2 553.50 552.00 -- STSri A 6 C-2 ES-2 554.75 -- 553.75 18aC-2 50.06 L.F. 15" CMP fry 1.00% ES-2 554.25 553.25 -- Storm Sewer Structure Schedule (B and B1 LINE/ PROFILE SH. I� STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION STS B IN-22 DI-36 11=81539.57 -- 534.57 65,65 L,F, 15" HDPE rd 3,15% 8b IN-23 DUB L= 537.18 532,50 528,50 21,80 L.F. 15" HDPE f� 3,67% ST-1A MANHOLE 536.51 527.70 527.50 28.50 L.F. 15" HDPE Id 0.00%x ST-iB MANHOLE 535.31 527.50 526.00 57.12 L,F. 18" HDPE 5 3.50% MH-8 MANHOLE 533.50 524.00 520.00 61.08 L.F. 18" HDPE d 9,82% OF-5 RTNING WALL 515.60 514.00 514.00 STS Bl IN-24a DI- B L=1 534.50 -- 529.00 21,12 L.F. 15" HDPE Id 0.95% 8b IN-24b DI-38 L=10' 534.50 528,80 528.70 37.23 L.F. 15" HDPE fal 1.07% MH-15 MANHOLE 535.40 528,30 528,20 27.81 L.F, 15" HDPE 2 1,80% ST-1A MANHOLE 533.51 527.70 527.50 Filterra Schedule B ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION FT-1 FILTERRA 539.60 -- 536.10 5.11 L.F. 4" SDR-35 fa 9,78% IN-22 DI-313 539.57 535.60 534.57 FT-2 FILTERRA 537.32 -- 533.82 4.35 L.F. 4" SDR-35 H 8.51% IN-23 DI-3B 537.18 533.45 528.50 FT-3 FILTERRA 534.89 -- 531.39 15.10 L.F. 6" SDR-35 Fd 2,58% IN-24a DI-313 534.50 529.50 529.00 FT-4 FILTERRA 534.55 -- 531.05 11.22 L.F. 6" SDR-35 0 4.90% IN-24b DI-313 534.50 530.50 528.70 FT-10 FILTERRA 539.79 -- 536.29 56,87 L.F. 4" SDR-35 rd 11,94% ST-1 STORMTECH -- 529.50 627.50 Stormwater Management Notes 1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED ON THE E&S PLAN. 2. SWALES OR CHANNELS SHALL BE PLANTED TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR CHANNELS WILL NOT BE PERMITTED, 3, INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. 4. CONTRACTOR TO COORDINATE STORM SEWER WITH LANDSCAPE AND LIGHTING PLAN PRIOR TO INSTALLATION, 5. ALL STORMWATER DETENTION FACILITIES TO BE MAINTAINED BY THE PROPERTY OWNER AND INSPECTED ANNUALLY, 6. WATER SHOULD DRAIN AT A POSITIVE SLOPE AWAY FROM ALL BUILDINGS AND STRUCTURES. 7, THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY, THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENTIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH THE WORK. 8, WHEN CROSSINGS OF WATER AND SEWER MAINS, CONTRACTOR TO MAINTAIN AT LEAST AN 18" VERTICAL CLEARANCE BETWEEN PIPES. 9, IN MANHOLES HAVING MORE THAN A 4FT DROP BETWEEN INVERTS, A 1/2" STEEL PLATE WILL BE PROVIDED AT THE BASE OF THE MANHOLE TO PREVENT EROSION OF THE CONCRETE, 10. ALL FILTERRA UNITS TO HAVE UNDERDRAIN PIPE TO A STRUCTURE. INVERT OUT FROM FILTERRA TO BE 3,5FT FROM THE TOP OF STRUCTURE. INVERT OF PIPE INTO ADJACENT STORMWATER STRUCTURES CALLED OUT IN PLAN, 11, BACKFLOW PREVENTION TO BE INSTALLED ON ALL PIPES FROM FILTERRA STRUCTURES. CONTRACTOR TO INSTALL CHECK VALVE 3FT FROM FILTERRA UNIT (PROFLO PF42853 OR EQUIV.), 12. FILTERRA UNITS NOT BE ACTIVATED UNTIL SITE STABILIZATION. 13. UNDERGROUND DETENTION FACILITY TO BE ASSEMBLED AS QUICKLY AS POSSIBLE. AFTER CONSTRUCTION OF FACILITY, CHAMBERS TO BE SEALED FROM RUNOFF UNTIL SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE COUNTY E&S INSPECTOR. 14. PRIVATE STORM SYSTEM TRUNK LINE TO BE 12" HDPE PLASTIC PIPE. 6" DOWNSPOUT COLLECTOR PIPES TO RUN FROM UNITS AND CONNECT TO TRUNK LINES USING A TEE-WYE FITTING (ADS PART #1236AG). FOR STRUCTURE AND PIPE SPECIFICATIONS PLEASE SEE DETAIL 1-1/10, 15. 9" BERM IS ADEQUATE TO HOLD AGAINST 100 YEAR STORM, AT 9" OF HEAD, THE 18" ADS INLET CAN DRAIN 3CFS. A 1.3 ACRE SITE OF PLANTED AREA WOULD BE NEED TO GENERATE THIS HIGH OF A FLOW. U3i,Uf E °1it-tp { r�fi i fh'4 \\.ANN fip'4 Y -x PH, f i r ■+ +. . Scale 1"=20' Contour Interval=2' 0 20 40 80 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd, These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. AL,TH p� t_; ROBERT B. MCKEE� NO. 7783 s IO ALG Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments' Scale: 1" = 20' Date: 05/15/06 Project No.: 0609 Designed: PC Checked: RBM Sheet No.: 11 27 Of: 501 1 MCKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS V W W Ua W ^ �r pV JJ = W 4 F-4 � i •_ f' f \, ! t ( / 4 `'`- ,_• ._., ,/� r-i i r ; i . ,. a -s i ` ,\ `' - .,,,v LI/ / l ` \ i ,` ,1. LI ^ i rfi r ' I- 1. , J !' s /` , J e x's i l- --- _ ! \ t X %' t t, • , r r �,...,.,..�... _._ ._ _...._ ... ,/ I i I, .».,..,, ,..� , \ W --- F �•' , - -_......... ..........•--•-^'-'•_...-�. ,.,,_..,.. jar , i _ , - :�s / - 1, I f I 1 I r // i ..._.....,..,.,.,--•-•-...•,_..-`_........._..-.,•-----'^-,r....,_..,,..,,.... - ; _ .-.. ._,. - ... '! "i -"' , 't --_ __ _r-.� _.-- _ _. :•� I .1 . ; I- Ip f f 1 i - ; . 4 1 f 1 / ," � '' ,! / i J f 1'-/ ' h E� i ! ..:.. '`k ......:,.. ,.........- ._.........A, ,.,., - .�.,, ..,.K _,«, ,..,,, _ 's t . - 1+, /� t 'i \ }__, / / f 1 j M "/ - ' ,` - \ t'l , �'; ' _ _e w�___'j'i3. {i -•�-f _ _ '. __^. , I _ _- �,,, ; , , _ `f. iL i tl - ---_"'_'-S-`'.'f� '""-1-1 . : :--------•_--_,_»._._._ I p I i G, F ,r•' , / , I \ ,, i, / ' • 1 1 / ,. _ - . r._ . 'r'. _ .. -. _ •-,:... ..._. -' 11 _ _4.t / Y - ____.- ----- - �A BOND -.WILL BE IN PLACE AT THE TIME--OF"'VDOT "__--._._.__.. . / i%,,,_/_, _ , ;. ' ''- ` .. _ _ _ y__ - - - - - -- _ - - PER.MLTTING -BET-WEEK ..THE . WOODLANDS HOA AND VDOT -" -- -- , / - _..__- _' - - - _ _.-' - - - - - / _. -• - •-,- �� .--- REPAIRS R AND T INEN E F U IN - -•_,., _ _--" ` - - Y N ,. - _ -- r _.. , - _-__.... ...._.._,. R I ! s _ MAIN \ _ _ , ` -_ . r \ l w 4 / - - --- __.._ - _._ - - _ -_--- - - _ - u t - - ----- _ _ _. _J k..; _¢ _- �_..._. _ BLANKET 0 P -- _-7 / - ,r ! \.. ...--- s' - lJ _ RIGHT- - - T RI -RAP _ - _ '" _.,_ �z- " NE RIP -RAP., - ,., _ T - ......_._ _ - N :-5 - - . ., _ - --.-. _,,.__ _._ .. _ --- - } : - .... - � �,.- OF WAY .. "" _�� OF. -BROWN S �` / �� _ - ` E „ T AT_E._._._..._._.. . -_: r __. /,. r ";� ,&_,: _.--....-_. MIN, UPSTREAM APRON WIDTFT _ _r12'_, _--' - _... - , __.. r�- - r.,`, _, r ;_ - VIDTH-s 17' .,, -: _ ._ - _ �:r �v _ _ _ - _...:'_ , - - - Y� _ D E_D ,._._.. , VIRGINIA MIN, DOWNSTREAM -APRON WIDTh ..`-5"- .5 _.: _ -- p - WIDTH = 18''ux _ E X� -- - COMMONWEALTH ___.___ - _ ,_ - ' - _. �. - I __ N CO -_ __- __' �_ � ALTH E OF r " - - _.11 - 5 r - _ - __ _ __ ,_ ,. - _.... _._. I t _ __ - T 3 0, CJ NES A l_ _ t ) W --- ,F�.� _ - N 1.5 _ _ N: LENGTH;:OF...BED „-' ', ,-.. C� t `� '"' � ` . _ - - -- - -- - It. { _ wk -. - -- - ------ ,-ssa r .. _. - _.. JJj/1 / . _ _' H_ O M .. - s ,ND.- V111LL BE IN PLACE AT THE -TIME' VDOT - u / _ _ .. _ - - ' _ -- _._ _.. __. _.._ _._ ._._ . - '- -- _._ . - - _ - - - _- I ` x \ rr �w - - _.. _-- ITTING BETWEEN -THE --WOODLANDS HOA A _ _V.DOT '' - _ -- - I _. __ _., .,: __- -'- _-- ..._ ._._ _. -_ _- ---- ,-_ -_ __ __.._.. __ __ .__ _ ._._ _, ___ _ _ _ _ n � � ;/ -_ AN --AMOUNT AND PERT D' TO �.D&TERMINEC� FOR -_ -:F- _ -- - , r --_Z .. w _ ..- w,.._ __ _w^.,�..., �-1,1 ._`r-r-.-,,..,,: - ' �_- yr.-> _ _... - - . - t / 0 E. _ _ _ - _ _ A Y !' - r _ t - OF'♦6 �,11 IRS AND MAINTANENCE=`OF"`OTFALLS IN RIGHT 0 WAY - __ ---`-, - - - 490� %'111 _ -• s% f I _ .- - i o-- I �T Y M .. c. ru-�r..'a+t,%n.,a-xasz" , T ,- ... » - r ,.. r'.,_v....._..__ EVG _ ., . 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TOW,;522.0 ''':Sp yy BOV� 8.0 " - _ _ _.-. B W=516.0 514 ° _- -.. / \ „ , ._ _ Sri....._ ',6 O � ti ` '�'� _ BOW=516.0 ` ti' - -- __.... �t ; '..r t M 15 'Y t -, „ _ / �• . ,.{-: A ., is \ „ ". > �s r r _ n ai ,.,, t t ._- r.., s r, 4„ _ _F.1', ..\ „7.v...,,.x.._ a. _ _ s, , .1s, , ,.a . 4 . \. s/Q ....... .,'- . _ C� t .-.,. J i'' , - r - _.._ - -„ / �. r SYSTEM 51 _ ..... - 523.E f o �; % ,' ` <� t z _. _ -- -- - - _._ _ -- _. __....._. - � _- -,- _ _... , ,.. �,) -_-i N P ' �•- 4 "" - � l �- i i r - ,_ I I - _ _ .. ALL 51 B 0 W = 516. 0 , °. -> [? _ ,O 0 I \\ \, _ I ­ ALL t r '� r > , 1_ . , �-:,:.., , s, . ,:':,.: ,4,-"_:,:i.,.. ... s`:.3.r 4 a, r,_:.r, -s. _-_.3 '."-,-> „4�a -- ems: r ,�?'rr. ..1:.:-i 7 . 7 - _"". _ - \ ` ,,,, ...,, w .- r 2 I H9 = - = �.., -..- .. _ _ -w , , b 1 7II v 5�-, A -- ._ ..., _ � `. 3 -.00•.F, 15"HDPE �a .6 l Ifil- - ._ .. 3 tf, --- / BLDG,21 - - 2. ; / - �� - 528 2A •-' .__ _._._ W=522.0,�;;;'-. •• - -- -_ ,\.,, \ �� -- - �' BLDG,21 TYPE VI BLDG.21 /._.. 4 -- -_ -- - - -- -- - >28,44 __. ' -- _ 524:00 _.. ,,- . P - ;. B-LDG.21 TYPE VI - - - TYPE VI FFE 532 TYPE VI �'8 6"'" SDR=35�PVC k\T," IN-29 \ % / �\ y '" - , --. -1�"� '. -..._ - TYPE- Vi- FFE 534 - , .. � F Uf fti FFE 533 - - _ FFE 532 -- _.vv M,., _ ,. z, .' S FFE 5 3 4 _ --- -'- .- _ _ _.. --- -- - _ _- -- --. -- .' - - - I N -P N\+6 • _.., _.-, .. ,- ,, IN I 26 25 -'� - _ ' - ,/ • -- t- . \ '' 30 , _ _ I 2 6 P 9 \ w' p� 4' SDR'35 6,TO I 2 / INW 5 ✓ _ y: -,J BLDG.t6 -�'" BLDG.16 _ F 532.0 532.66 -._.. _ _ ._ ..__ ___, - -`..PRIVATE ,S.TORMM\SYSTE -_. -- - / a, �\ TYPE IV TYPE IV - ,� \33.Q2 - - �' \ _...__ .._ ..._ ., \ -- - - _. I 53 2.191 _ - -- - - _- - -._ - . _.. -----_.._- - 3 .14 / ' - S E ' E E• ,D E TcAI L _.. _ '�� BLDG.16-BLDG,16 i = :D 533,26 �h \ \t - - - " - _ .._ _ \,.. _ - _ -'�\ �- mac, F ; 3 �, --- ` -r.. ;- H/18 FOR\SCHEDU E - _ TYPE IV FF_ 533 r TYPE IV "' FFE �583 1�2� l b-_. , ��\ I I ��` -,% _ __ i _ 4 ' \ FFE 533 - u_ ��.1. T_ ° j, :t ` I 1. - . FT 7 I r - 533.62 1 E 532 8 w � t I (1, Ci r 3 5- 1 a �a v / Wy \ \ � - , - -- �I I I - I I:" 11 i L TI T 1+5Fi -� _ _ .9 5-3- 0--BL-DG,22- \ 1 I - r v I , I- I 531.98 __ I --- -- - - u- I t -,...i i i 1 r i f 531. _ l - _. h p.8 TYPE LHC �,� 3"r S 1. lo - z: 1. v: 2E. �\ _. W -5 0 a.,.. ,. ka S:� r ,,1. ,,? _ v_ G FFE 533 --.< �, I D_?� -_' II ,. � ., - - t a 2 cr . _ I .. ->,`. . - ,-.., , .__ .. _.. ..,..., , .: T , DAR ..__. C7 1D' -.. _ �.. � Q 3 k ..- - " S N H .._ ,. _ 4 , , _.._. .. ...AR , s a. t ,. ,.. , 1 __ . ..., . < o I i x r. �-+ __ �j s; 0 -. i. .. 2.. :UR ..: . 51 1 r, ,• n i.8,, t, S + ... _ ♦ -` '...... sr. 1, ,.. �:. . _ _, . 'i ... ,.. 1 r f. _ .-, t '� ,G' V. x. 532 ,. - � ,.... < Q:. 0 #, s „ , \ �3190 :.1 -� _. - _ -� _ _ m w I -I . t t .T ca •a 2A IN 2 1- 1 / .. ... .', o. .. .,.,.,. :,, ..F: - _ p �, V ` \' 1 .-, .. :,.. �t >➢ ., ,. .: ).. ,: .r :.. /...( ,. .. ... 3 �, .. .. ., .: ..... .. .. \ ram° > / .. .. S .... l T , :,. k s .,:- .. i....v - �._ti� , \ \ 2 ,:� , i BLDG 2 ..- � ..:_ ' , `. : �, :! 4 / { 2 /, , I „> �t T :;3 r Y: 526,00 I I 1 ` \ .i.. n. R - - Y' ,�y . , - s- , _ �.3. r_- k �� ., ...1 ,.. 533.00 a „ . FFTE�3 / (� ,.:, , {. _ .. ...,z �y t I `� n .. ". z. t.. . ..._ _ .. .R..<... IN 0 T 33 3 , , .,.. ,, _,_. _ . S a .,\ - >_ P r • o 533 ` _, \ _ �0-� - _,_, 'ter _ L� _ 1, / , I „_� T M •c ,_ ,, x .:., ., _... r ' -. . . -. - :_. .-,,.r- t . ;„ _.yr' . � ...,,,E-„>-•.:.e,cc.w.w:---••e,rr- .-,:-^---.:--.....: - '< . - '.: Y.,_ "' 534.00 A _, r., . _ ,*t /i \ / . I \ r ,. _ 1­1,1, ,/ co / 5 1 [� ( f.i'. \ / r :-..\,. .. .:: .. ...: :. ..... ' . _ �:.. � , .. �i.. - ., '...._ ".-. ,..?'. 1. .. _ , .. r .. -. .. .. .. , ... , J .. .... 1._ ...E ._., _ -s ,r.. .. .: ' : . _ - .,e ...-. - J ._. .+' �•.:, . - -: ,.. rl' 4 - k_. BF � F / _ _r .,. __ ., _, . �.... -€. - / , Storm Sewer cue Schedule , .F , . , 14.. .. , _ _ . , i_ , , , _ , _ � �tru t r Sc edu C /, �_ , , e C 1 C2 11 4N 7 I I i 5. > r r.. � 533,0 . , , .< , „, / .... , _ it / , _, I /��,/ ,. 6DIC"T`D NARROW � /f �/1.,/tr'. NGTH'FILTERRA � / :.\' ,x8' UNIT\', i .N % , 0 -- - f `'.f��/' % /b, 11 /r . ,k \ . , /,y -- '- - /, \535,00%� \ """ %z/ '', , _�` ,\ / \�or / > v /s \ o ��_ �, \ $1 ,. . ;IF` " '\ -Y', .y 411, >�/ t • ! , Y / / b t , I. ;i//- / . I ',• \ j t 1; terra Schedule C INTERSTATE-- 64 - • I\ 1 ' -a ._, n �i r r \ / j 10-4 _ / �, . .I \, + 4? " :t ..11 � ;' Fki F ... .-_ :�, �. / _ %''. cf/' =2�, / r f . l/ ' .- y,_ ,_.. .::;7 T-- BIOFILTER OVERFLOW /0 ,,, TO BE PROTECTED WITH // PATCH OF EC-3 MATTING _..,--- - _. " PVC PIPE FROM :OMPACTOR PAD DRAIN __> ;fir/ _....,__ .._ .... , .._... -. _ - - -,� " „_ ._,. F 'I-, ' f 1',,". - },� __- '. - Stormwater Manaizement Notes 1• ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED ON THE E&S PLAN. 2. SWALES OR CHANNELS SHAL.L BE PLANTED TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR CHANNELS WILL NOT BE PERMITTED, 3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS, 4, CONTRACTOR TO COORDINATE STORM SEWER WITH LANDSCAPE AND LIGHTING PLAN PRIOR TO INSTALLATION. 5, ALL STORMWATER DETENTION FACILITIES TO BE MAINTAINED BY THE PROPERTY OWNER AND INSPECTED ANNUALLY. LINE/ PROFILE SH. ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION STS s C IN-28 ADS INLET 540,00 __ 534.50 20.92 L.F. 15" HPDE fal 1,91% 8b IN-9 AD INLET 540.10 534,10 530,60 114.30 L.F. 15" HDPE U 2,71% IN-27 ADS INLET 533.00 527.50 527.30 52.14 L.F. 15" HDPE d 0.63% IN-26 ADS INLET 532.00 526.97 526.87 111.03 L.F. 15" HDPE 11 0.60% IN-30 DI-3 L=12' 534.63 526.20 526.00 TO STORMTECH 2 ST 1 IN-25 AD INLET 531.90 -- 528.00 1 51,62 L.F. 15" HDPE Fa 0.97% gb IN-27 AD INLET 533,00 527.50 527.30 STS C2 IN-37 DI-3B L=12' 535,75 -- 529.75 55.00 L,F• 15" HDPE C� 6r45°!° 8b ST-2A MANHOLE536,46 526,20 626.00 OTO STORMTECH 2 IN-29 DI-3 L= ' 530,82 -- 526.80 STS C3 69.96 L.F. 15" HDPE rcl 0.86% gb IN-31 DI-3B L=6' 533.84 526.20 526.00 TO STORMTECH 2 STS C4 ST-28 MANHOLE 533.33 526.00 524.50 .71 130.36 L.F. 15" HDPE fd 3.84% gb MH-13 MANHOLE 524.00 519.50 503.50 30,00 L.F. 15" HDPE � 1,67% MH-9 MANHOLE508.00 503.00 499.00 42.72 L.F. 15" HDPE ro 7.02% OF-6 ES-1 UTFAL 497.25 496.00 496.00 TO SUNSET AVE SWALE ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION FT-5 FILTERRA 534.85 -- 531.35 4.40 L.F. 4" SDR-36 0 30,68% IN-30 DI-36 634,63 530.00 526.00 FT-6 FILTERRA 539.42 -- 535.92 73.43 L.F. 4" SDR-35 ffg 9.42% ST-2A MANHOLE 536.48 529.00 526.00 FT-7 FILTERRA 531.43 -- 527.93 48.08 L.F. 6" SDR-35 0 3,49% IN-29 DI-3B 530.82 526.25 526,80 FT-8 FILTERRA 531.35 -- 527.85 5,21 L.F. 4" SDR-35 Oa 30,71% IN-29 DUB 530.82 526.25 526.80 FT-9 FILTERRA 536.68 -- 533.08 10.25 L,F• 4" SDR-35 fa 10,54% IN-37 DUB 535,75 532.00 529.75 _1 6, WATER SHOULD DRAIN AT A POSITIVE SLOPE AWAY FROM ALL BUILDINGS AND STRUCTURES. 7. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENTIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH THE WORK, 8. WHEN CROSSINGS OF WATER AND SEWER MAINS, CONTRACTOR TO MAINTAIN AT LEAST AN 18" VERTICAL CLEARANCE BETWEEN PIPES. 9. IN MANHOLES HAVING MORE THAN A 4FT DROP BETWEEN INVERTS, A 1/2" STEEL PLATE WILL BE PROVIDED AT THE BASE OF THE MANHOLE TO PREVENT EROSION OF THE CONCRETE, 10. ALL FILTERRA UNITS TO HAVE UNDERDRAIN PIPE TO A STRUCTURE, INVERT OUT FROM FILTERRA TO BE 3,5FT FROM THE TOP OF STRUCTURE. INVERT OF PIPE INTO ADJACENT STORMWATER STRUCTURES CALLED OUT IN PLAN. 11. BACKFLOW PREVENTION TO BE INSTALLED ON ALL PIPES FROM FILTERRA STRUCTURES, CONTRACTOR TO INSTALL CHECK VALVE 3FT FROM FILTERRA UNIT (PROFLO PF42853 OR EQUIV.). 12. FILTERRA UNITS NOT BE ACTIVATED UNTIL SITE STABILIZATION. 13. UNDERGROUND DETENTION FACILITY TO BE ASSEMBLED AS QUICKLY AS POSSIBLE, AFTER CONSTRUCTION OF FACILITY, CHAMBERS TO BE SEALED FROM RUNOFF UNTIL SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE COUNTY E&S INSPECTOR, 14, BIOFILTERS 1 AND 2 TO BE PLANTED WITH 3 RED MAPLES A PIECE, GROUND COVER IN BIOFILTER TO BE JAPANESE PACHYSANDRA. FOR MORE INFORMATION, PLEASE SEE LANDSCAPE PLAN (SHEET L3.0), 15. PRIVATE STORM SYSTEM TRUNK LINE TO BE 12" HDPE PLASTIC PIPE. 6" DOWNSPOUT COLLECTOR PIPES TO RUN FROM UNITS AND CONNECT TO TRUNK LINES USING A TEE-WYE FITTING (ADS PART 01236AG). FOR STRUCTURE AND PIPE SPECIFICATIONS PLEASE SEE DETAIL H/18. 16. BIOFILTER 3 TO BE PLANTED WITH ONE WILLOW OAK, FOR MORE INFORMATION, PLEASE SEE LANDSCAPE PLAN (SHEET L3r0), Contour Interval=2' 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings, All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining express the ex permission and consent of either McKee Carson or Field Sport Concepts, Ltd. $NLTH OF //'v UROBERT B. MCKEEI? N0� 778 1� � Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments Scale: 1" = 20' Date: 05/15/06 Project No,: 0609 Designed: PC Checked: RBM Sheet No.: 28 Of: 50 �� ��U�U���������� � __ __ �� ~ ` - - ~~� _' -____ t ALL S|TE QRAD|NG AND DRA]NA�E O(}NTROLS SHOUU] OO�UR VV|TH|N THE {}ONGTRU{)T|ON L|�\T8 |ND|OATED 0N THE E&O PLAN. 2. GVVALEO OR {)HANNELG SHALL 8E PLANTED TO STAB|L|ZE AND O0NTROL SOU' EROS|DN� ASPHALT AND OTHER UWPERV0US K4ATER|ALS FOR SVYALEG OR OHANNELS VNLL NOT 8E PERNUTTED. 3. iNSTALL ALL Y�RD /NLETS |N AO��RDAN{}E VNTH ALL �ANUFA{�TURERS' RE[)OK��ENDAT0NS. 4. OONTRAOTOR T0 �OORD|NATE STORW 8E�ER VViTH L�NDSOAPE AND L|GHT|NG PLAN PR|(JR TO |NSTALLAT|ON. 5. ALL 3TORK�VV8TER DETENT|ON F�O1L|TiES T0 BE &4/\|NT�|NED BY THE PROPERTY C)VVNER AND \NSPEOTED ANNUALLY. 6. VVATER SHDULD DRA|N AT A PO8|T|VE SLOPE AVVAY FRO� �LL 8U|LD|NQS AND STRUCTURES. 7. THE OONTRAOTOR SHALL VER/FY THE PROPOSED LAYOUT VV|TH |TG RELAT0N8H|P T(} THE E%\8T|N� S>TE �URVEY. THE CONTRA(}TOR 8H�LL ALSO VER|FY ALL D|k�ENT|0NG. 8|TE O<]NO|T|C>N8. AND K�ATER|AL 8PEOiFlO8T0NS AND SHALL NOT|FY THE OVVNER AND ENG|NEER OF ANY ERRORS Ok4|SS|ONS OR D0OREPANO�EG BEFDRE ODWK�EN0NG OR PROOEED|NQ VV|TH THE VVORK. 8. VVHEN OROSS|N�S OF VV�TER AND SEVYER �A|NS. {�{�NTRA�TOR TO �JA|NT/UN �T LEA8T AN 18^ VEHT)O�L OLEAR�NOE BETVVEEN P|PE8. � 9. UN kJANHOLEG HANNG k�ORE T��N A 4FT DR0P BETVVEEN UNV�RTG. A i/2" STEEL PLATE YY|LL BE PROY|DED AT THE BASE OF THE K�ANHOLE TO PREVENT ERO0ON OF THE OON�RETE. 10.A 1�^ P|9E BETVVEEN STRUOTUREG 4E AND 4A HAG 8EBNPRONDED DUE TO THE LOYV FLOVV BETVVEEN 8U�D|NQG AND TOP OF S\DEYVALK. PLE�SE SEE STORK�VVATER NARRAT|VE FOR �O�PUTAT|(}NS. � Gna|e 1^`20' {)nntnur |nhorva|�2' 0 2D 40 8U CDN3UOl��EMGK�E�� L�N�3C�`PEAR(�H�ECT5 3OlE�STHk�HSTREE7 CM�MLOK�Y|��Y�22�2 t4�4-97Y-7�22 ��434-Y77'll94 vwvw.nno�ee0000n.00m McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS rf -513.00 _ I f - 513.00 r LINE/ PROFILE SH. \,(�, STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION STS A IN-12 DI- B L=12' 555.10 -- 548.60 136.34 L.F. 15" HDPE n 0,66% 8a IN-11 D B L=8' 556.20 547.70 547.50 66.41 L.F. 15" HDPE U 3.46% IN-10 DI-313 lt-121 555.21 545,20 544,20 108.80 L.F. 18" HDPE (0 1.10% MH-5 MANHOLE 554.95 543.00 539.00 90.64 L.F. 18" HDPE B 1.32% IN-14 DI-313 L=8' 552.69 537.80 527.80 126.53 L,F, 18" RCP Q 4.85% MH-12 MANH LE 526.66 521.66 515.00 32.23 L.F. 18" HDPE 5 15,51% OF-2 RTNING WALL 511.50 510.00 510,00 A IN-13 DI-3C L=12' 553.35 -- 546.35 STS ti 1 66.17 L.F. 15" HDPE 01.74% 8a IN-10 DI-3B L=12' 555.21 545.20 544.20 IN-38 DI- = 553.58 -- 548.58 STS S AL 155.68 L.F. 15" HDPE fd 3.68% 8a MH-5 MANH LE 554.95 543.00 539.00 IN-15 ADS INLET 550.30 -- 546.00 STS A3 52.28 L.F, 12" HDPE fd 0.96% 8a IN-16 ADS INLET 550.30 50 545.25 50.00 L.F. 12" HDPE U 1.00% IN-17 ADS INLET 550.30 75 r54 544.50 50,00 L.F. 12" HDPE fd 1,00% IN-18 AD INLET 551.45 00 543.75 25,00 L.F. 12" HDPE fd 1,00% IN-19 ADS INLET 552.12 543,50 543.25 25,00 L.F. 12" HDPE fd 1.00% IN-20 ADS INLET 552,66 543.00 542.75 111.81 L.F. 12' RCP la 4,43% IN-14 DI-313 L= 552.69 537.80 527.80 IN 21 I. 11 L= 545.20 -- 531.00 STS Aq�t 1 246,36 L,F, 15" HDPE f0 3.79% Qa MH-12 MH-12 526.66 521.66 515.00 C-1 ES-ES-2 556.00 -- 664.50 STS A5 94,03 L.F. 18" CMP 0 2,66% C-1 ES-2 553.50 652.00 -- +Sa S C-2 ES-2 554.75 -- 553.75 STS A6 50.06 L.F. 15" CMP d 1,00% 8a C-2 ES-2 554.25 553.25 -- Storm Sewer Structure Schedule (D and D1 through D6 LINE/ PROFILE SH. ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION STS D IN-4E ADS INLET 532.00 -- 529.00 66.02 L.F. 12" HDPE �N 3.35% SC IN-4D ADS INLET 529.79 526.79 526.69 71,41 L.F. 12" HDPE rd 3,05% IN-4C ADS INLET 527.41 524.41 524.21 77,04 L.F, 12" HDPE a 2,87% IN-413 ADS INLET 525.00 522.00 521.80 65.40 L,F, 12" HDPE 0 3,76% IN-4A ADS INLET 522.34 519.34 616.34 80,09 L,F, 15" HDPE no 0,55% IN-2 DI-38 L= 522.50 515.90 515.80 4 9.3 5 L,F. 15" HDPE U 0.61% INA DI-3B L=6' 520.5 515,50 515A0 42,48 L.F. 15" HDPE 0 0,71% IN-3 DI-3B L= 521,40 515.10 515,00 144,75 L.F. 18" HDPE 0 0.41% MH-2 MANHOLE 527.62 514.40 514.30 40.61 L,F. 18" HDPE 0 0.98% MH-3 MANHOLE 528.26 513.90 513,70 82.51 L.F. 24" HDPE R1 0,85% MH-11 MANHOLE 525.50 513.00 512.80 181.95 L.F. 24" HDPE fd 0.71% MH-4 MANHOLE 522.90 511,50 511.30 157.26 L.F. 24" HDPE fd 0,83% OF-1 ES-1 OUTFALL 512,00 510.00 510.00 STS D1 IN-6 DIA 547.00 -- 541.00 37.55 L,F, 15" HDPE f0 3.46% 8C IN-7 DI-1 547.00 539.70 539,50 52.74 L,F. 15" HDPE Id 7.58% IN-8a DI-3B L=6" 550.00 535.50 531.50 7 6.9 5 L.F. 15" HDPE f0 3,29% MH-1 MANHOLE 535.55 629.00 525.00 168.31 L,F, 15" HDPE fd 4.34% MH-3 MANHOLE 528.26 517.70 513.70 STS D2 IN-39B ADS INLET 531,25 -- 526.00 29,01 L.F 15" HDPE t0 2.59% 8d IN-3 9 A ADS INLET 530.38 525.25 522,75 45,26 L.F. 15" HDPE 0 2.76% MH-11 MANHOLE 525.50 521.50 512.80 STS D3 IN-40 ADS INLET 523.00 -- 518.70 40.00 L.F. 15" HDPE t0 2.50% 8d IN-41 ADS INLEI 523.00 517.70 517,50 40,00 L.P. 15" HDPE 0 2,50% IN-42 ADS INLET 523.00 516.50 516.30 7 7.3 7 L.F. 15" HDPE fd 1.68% MH-4 MANHOLE 522,90 515,00 511.30 STS D4 IN-513 ADS INLET 544,50 -- 540.00 70.58 L.F. 12" HDPE Oa 9.92% 8d IN-5A ADS INLET 546.00 533.00 531.00 14,50 12" HDPE (0 13,79% MH-1 MANHOLE 535.55 529.00 525.00 IN-5C ADS INLET 534.70 -- 531.50 STS D5 2172 L.F. 6" PVC U 2.30% 8d MH-1 -MANHOLE 535.55 531.00 525.00 IN-43 DI-1 526.00 -- 522,00 STS D6 77.38 L.F. 15" CMP Fd 3.88% Sd OF-7 S-2 OUTFALL 520.5 519.00 519.00 IN-8b DI-313 (L=61) 551.21 -- 539.50 STS S D7 _ 50.07 L.F. 15" HDPE fd 7.99% 8d IN-8a DI- B 550.00 635.50 531.50 Storm Sewer Structure Schedule (E and E1 LINE/ PROFILE SH, ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION STS E IN-32 DI-313 L= 641,96 -- 637.63 64.99 L.F. 15" HDPE 0 4,48% 8d IN-33 DI-3B L=4' 539.05 534.72 534.52 66.00 L,F, 15" HDPE f0 4,15% IN-34 DI-3 L=4' 536,11 531.78 529.08 57.39 L.F. 15" HDPE U 2.75% IN-35 I- B L=12' 534,92 527.50 525.42 27.15 L.F. 15" HDPE f0 2,47% MH-6 MANHOLE 534.45 524,75 522.75 50,84 L.F. 18" HDPE 5 2.46% MH-7 MANHOLE 534.04 521.50 517.60 103.52 L.F. 18" HDPE Fd 6.28% OF-4 RTNING WALL 512.50 511.00 511.00 SETS E1 IN-36 DI- = B 532.27 -- 525.94 11 150.93 L.F. 15" HDPE rd 0.79% 8d MH-6 MANHOLE 534.45 524.75 522.75 - Storm Sewer Structure Schedule LINE/ PROFILE SH. ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION STS F RSR NC. RISER 509.40 -- 497,00 100.02 L.F. 24" RCP fd 15,00% 8d MH-14 MANHOLE 494.00 482.00 481.80 42,92 L.F. 24" RCP 0 4,19% OF-3 ES-1 462.00 480.00 480.00 Stormwater Management Notes 1, ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED ON THE E&S PLAN.. 2. SWALES OR CHANNELS SHALL BE PLANTED TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. 3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS, 4. CONTRACTOR TO COORDINATE STORM SEWER WITH LANDSCAPE AND LIGHTING PLAN PRIOR TO INSTALLATION. 5. ALL STORMWATER DETENTION FACILITIES TO BE MAINTAINED BY THE PROPERTY OWNER AND INSPECTED ANNUALLY, 6. WATER SHOULD DRAIN AT A POSITIVE SLOPE AWAY FROM ALL BUILDINGS AND STRUCTURES. 7, THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENTIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH THE WORK. 8. WHEN CROSSINGS OF WATER AND SEWER MAINS, CONTRACTOR TO MAINTAIN AT LEAST AN 18" VERTICAL CLEARANCE BETWEEN PIPES, 9. IN MANHOLES HAVING MORE THAN A 4FT DROP BETWEEN INVERTS, A 1/2" STEEL PLATE WILL BE PROVIDED AT THE BASE OF THE MANHOLE TO PREVENT EROSION OF THE CONCRETE. 10. SEE STORMWATER MANAGMENT NARRATIVE FOR SHERWOOD MANOR CHANNEL REMEDIATIONS. 11. PLANTINGS SHOWN AROUND THE RETENTION POND TO BE 8 RED MAPLES, 14 FRINGE TREES, 30 BUTTONBUSH, AND 175 PONDWEEDS. RED MAPLES AND FRINGE TREES NOT BE PLANTED BELOW 608 ELEVATION, BELOW 508 ELEVATION IN SEDIMENT FOREBAY, PONDWEED TO BE PLANTED. THE REST OF THE DETENTION POND TO BE PLANTED WITH DUCKWEED UNLESS OTHER SPECIFIED BY LANDSCAPE ARCHITECT OR ENGINEER, Contour Interval=2' 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd, reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. AIVIAI.TH op G vROBERT B. MC EEC NO. 7783 SS �. NA Revisions: 1.09/29/06 County Comments 2,11/03/06 County Comments Scale: 1" = 20' Date: 05/15/06 Project No.: 0609 Designed: PC Checked: RBM Sheet No.: 7e Of: 50 ic� MATCHLINE T" SEE SHEET 7c M9 IN2 N'_ 111", _0 AL) M(4_ i _)TJ -0 VDOT STANDARD CG-2 CURB r v YUK �, z-r Ic ED _,a Ji NIATCHLINE T11 SEE S14EET 7b U In a F-1 L 0 21 .49.00 4 7 L72 549,501 ==r _L - ­5­­ '11�`_, - A 548.59 77 549.50 547.72 T 3 4�0 /3 3 3 3 3 IN-21 -BLDG.23 BLDG.23 BUDG.23 BLDG.23 BLDG.23 BLDG,23 TYPE X11 TYPE X11 `4 TYPE X11 TYPE X11 FFL 549 _0 _J TYPE X11 JJPE X11 FFE 548 FFE, 549 F 5,4�9 FFE 550 FE�_548 547.07 548.00 . . . . . . 47.99� (548.00 b4b.UU 5 1 5 4 6.16 77V! N ? NO- tI 544.00 544.38.. t4 4,9 2 tg45.65 F __J_1 7- E4 5:::2:9 46A9 +1546.93 + + L 12- 41 % 44.00 5 44­,,0_ "ZI 3 E .1 S. AND A R �-v MEN- t? _5 ,g k,� 3 Z _-4 .k! 4 A- 5 4 3.0 6'*_ -5 Ot g 4, AN _Ni�� -!;,5�, i:,W M, v,, $ ,�W RiT A .,BLDG.24 R A 3 ka 'E" _4 2' -544 TYPE Vill _A� .... ... I AR A "A 3��i S� 3� FF� N g"_ 'a rARN I-, L zi. �ui� U 'R.,ii -4 "N 5 . . . . . . . . . . a, A qlr 542 1 5'4,2.01 -:i� _,�g a 542.67 5 �5 it M It 3 4 BLDG.24 .n, T 41.17 Qkll;�"`, YPE Vill, �nW N \FFE 5 4 Z- 13"A 1� IN-- k --- ---- T-T 32 U 'N -3 A "k 40.05 54'1.02 INTFRSTATE M 0 S, NIGHT OF WA� 3, x PR64�%i F K04N 51� M Nt" TYPE Vill il�`.,� 411'�,_"" "3-- ik N �BLDG,�4 . . . . I "" �, 56 If 'M JX-1 A 5 W 0, 6_1 N AM, 'z Q_ 3', FFE 541 WA gi 4;" ze A�? rj---;;,�4� ", N.� - -ON, 'S� N 7_75-a + 53.M9 - mp vg 7N-M M!, i4M 3 + 9 IN-33, 539 BLE)G.24 _�1�537 87+ TYPE Vill -Ft 539 N 5 It -5 R, 'o P A g 0- S?� N Lizi 5", Z3 nr -.5 S., -jq'­ kv� a f �q BLDG.2, J_w . .... R-� \�YPE Vill -3 i t �FIE 53-7 0 W P Z-:� 5 A 'EMENT T" 3 6.15 M OWz539.0 (N-34 + 136.27, 611, 45 EIN - )35 "Me D 535.71 7 �7, 3 101�2 L,F, 18 HDPE Z", BLDG.24 A.89 It Fd 6.2 8 % S­��R---, .6,i It R TYPE, Vill A 7- FFE 536 7- Z,. If 534.671 0,5 z4 7�. .7 4 qM n MH- 3T. . . . ......... A "'A J If AZ 00 x", "o" 34_ V­Z M . . .... . X11 -7 . .. .. ... . MH M ­5_3312-1. �q/.o 1 11.,` VVI + ---- ---- --- 534.0 2A" 'X I X� 5 -�N bUW:5:� �a BLDG.25 -3 TYPE V.HC 34.00 F FE-535 '2, 0 2A- X_ 4. 0 3.8 r 61 BLDG.24 f/ T 0 4=,,5/ TYPE V ...... BOW/526.0 33.50 Y, 2A .... .... ... -4 BLDG.2 TYPE V or tir 33.50 IN' C-) . ..... ... ... 53/60 2A 0 W 32.00 00 Ow=&2I BLDG.24 T-Y-PE V U V V - 30.93 FFE 5.33 0 :529 Q 525.99 PT4 % 5­12 It 510 4�p f It Q) U 504 502 Q- It 50 If 496 49.4 492 It I y If lj� A Pi. i It A., It f f ir It Storm Sewer Structure Schedule (A and Al throwzh A6 LINE/ PROFILE SH. ID , STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION STS A IN-12 DOB (L=12') 655.10 548.60 136.34 L,F, 15,, HDPE 5 0.66%_ 8a IN-11 DUB (L=8') 556,20, 547.70 547.50 66.41 L.F. 15" HDPE rd 3.46% IN-10 DI-3B (L=12') 555.21 545.20 544.20 108.80 L.F, 18" HDPE rd 1,10% MH-5 MANHOLE 554.95 541-00 5 3 �90 0 90.64 L.F. 18" HDPE rd 1,32% IN-14 DI-3B (L=8') 552.69. 537.80 527.80 126.53 L.F. 18" RCP T 4,85% MH-12 MANHOLE 526�66 521.66 515.00 32,23 L.F. 18" HDPE no 15.51% OF-2 ...RTNING WALL 511.50 510.00 510,00 STS Al IN-13 DI-3C (L=1 553.35 546.35 8a IN-10 D1-3B (Lzla�L 555.21 545.20 544.20 STS A2 I N-38 DUB (L=8') 553.58 548.58 __�_4 155.68 F. 1.5 H D I PE fd 3.58% 8a MH-5 MANHOLE 554,95 3. 0 0 539.00 STS A3 IN-15 ADS INLET 550,30 646.00 52,28 L.F. 12�' HDPE la 0.96% 8a IN-16- ADS INLET 550.30 545,50 545.25 50.00 LF 12" HDPE rd 1.00% IN-17 ADS INLET 560,30, 544.50 50.00 L. F. 12 " HDPE rd 1.00%+ IN-18 ADS INLET. 551,45. 544.00 543.75 L.F. 12" HDPE la 1.00% IN-19 ADS INLET 552.12 543.60 __25,00 543.25 25.00 L.F. 12" HDPE a 1.001/* IN-20 ADS INLET 552.66 543.00 542,76 111,81 F. 12' RCP rd 4,43% IN-14 QI-3Q (L=81 bb2,69, 537.80 527.80 246.36 L.F. 15" HDPE rd 3.79% 8a 526.66 515.00 STS A5 ES-2 556.00 554.50 94.03 L.F. 18" CMP 1U 2.66% 8a STS A6 C-2 F. 15' 1 8a .25 Storm Sewer Structure Schedule (E and El) LINE/ PROFILE SH. ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT 0 IPE DESCRIPTION 8d DI-3Q (L=4') 66.00 L.F. 15" HDPE rd 4,15%. IN-34 DI-3B (L=4') 536,11 531.78 529.08 57.39 L.F. 15" HDPE Id 2.75% IN-35 DI.-3B (L=12*) . 534.92 527.50 525.42 27.15 L.F. 15" HDPE 0 2.47% 522,75 60.84 L.F. 18" HDPE fil 2.46% MH-7 MANHOLE 534.04 521,50 517.50 103.52 L,F. 18" HDPE ffil 6,28_o7.__ OF-4 RTNING WALL 612.50 511.00 511.00 114-150 DI-38 (L=8') 532.27 525.94 blb El 160.93 L.F. 15" HDPE fa 0. - 79% 8d 1 W-6 [-MANHOLE 534.46 624.75 522.75 Stormwater Manaizemen-t- Notes 1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED ON THE E&S PLAN. 2. SWALES CR -CHANNELS SHALL BE PLANTED TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. 3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RI�COMME ND AT IONS. 4. CONTRACTOR TO COORDINATE STORM SEWER WITH LANDSCAPE AND LIGHTING PLAN PRIOR TO INSTALLATION. 5. ALL STORk I 4WATER DETENTION FACILITIES TO BE MAINTAINED BY THE PROPERTY OWNER AND INSPECTED ANNUALLY. 6. WATER SHOULD DRAIN AT A P081TIVE SLOPE AWAY FROM ALL BUILDINGS AND STRUCTURES. 7. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENTIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH THE WORK. 8. WHEN CROSSINGS OF WATER AND SEWER MAINS, CONTRACTOR TO MAINTAIN AT LEAST AN 18" VERTICAL CLEARANCE BETWEEN PIPES, 9. IN MANHOLES HAVING MORE THAN A 4FT DROP BETWEEN INVERTS, A 1/2" STEEL PLATE WILL BE PROVIDED AT THE BASE OF THE MANHOLE TO PREVENT EROSION OF THE CO ICRETE. Scale I"=20' Contour lnterval=2' 0 20 40 80 C ON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson,corn McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other perty rights ir) these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field I Sport Concepts, Ltd, , N �L T H - ROBERT B, MCKEE" ed NO. 78P 111;� ' P '. 4V 0 �AL lo�� z (J) z Z 5 Z 0 U 0 F__q /ab Revisions: 1. 09 29 06 ounty omments 2.11/03/06 County Comments Scale-. 1" = 20, Date: 05/15/06 Project No.: 0609 Designed: PC Checked: RBM Sheet No.: 31 Of: 59J McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. NLTH OF ROBERT B. MCKEE� NO. 78 -166� 4� CNAL� Revisions: 1.09/29/06 County Comments 2, 11/03/06 County Comments Scale: AS SHOWN Date: 05/15/06 Project No.: 0609 Designed: PBC Checked: RBM Sheet No.: 8a 32 Of: 50 IN-22 IN-23 ST-1A ST-iB MH-8 OF-5 IN-24a IN-24b MH-15 ST-1A 550 560 Lq 17 to to 545 555 540 550 535— 545 530 540 525 535 LF 520 530 515 525 510 520to to 505 515to 0-2 500 --- -- -- 510------- 0+00 1+00 2+00 3+00 0+00 1+00 STORM SEWER LINE B STS-B B STORM SEWER LINE B1 STS-B1 8b PROFILE H: V=50'; V:1"=5' 8b PROFILE H: 1"=50'; V;1"=5' ST-2B MH-13 MH-9 OF-6 540 -- -- — - --- - -- ----- - - Cl) co Cl) cli 0 to 535 03 IN-28 IN-9 IN-27 IN-26 IN IN-25 IN-27 IN-37 ST-2A IN-29 IN-31 550 560 ---Y -- ---- -- 560 530 t rr Cl)to 545 I 555 ------ ------ -- - 555 525 540 540 550 ----- --- -- --- --__ - -I - - -- --- 550 520 535 535 545 --- --- ---- 545 515 EXISTING GRADE 530 530 540 --- - --------- 540 510 PROPOSED GRADE 52 5 526 535 ------ --- kl --' -- ---- 535 505 42.72 LF _r 520 520 530 530 500 'SOsoo ���',I° ` 515 515 525 --- sQs'�= 525 495 LLto 0 0 N 510 510 5 2 0 ----- to 0 N I---- -- -LO T---- -- 5 2 0 4 9 0 T�.y-10 rl JJ U)to O U) i0l, > t- Z cn 505 5 0 5 515 }--_ -Q - -- opo ---------- 515 4 8 5 00 O 0 cc o > �O NI+� 500 --- -- 500 — - - 510Lz --- __~ — 510 �- --_ — — - 4 8 0 _� __ _--- — — — 0+00 1+00 2+00 3+00 3+50 0+00 0+50 1+00 0+00 0+50 1+00 0+00 0+50 1+00 0+00 1+00 2+00 2+50 STORM SEWER LINE C STS-C D STORM SEWER LINE C1 STS-Cl), E STORM SEWER LINE C2 STS-C2 F STORM SEWER LINE C3 STS-C3 G STORM SEWER LINE C4 STS-C4 8b PROFILE H: 1"=50'; V:1"=5' 8b PROFILE H: 1"=50'; V:1"=5' 8b PROFILE H: 1"=50'; V:1"=5' 8b PROFILE H: V=50'; V;1"=5' 8b PROFILE H; 1"=50'; V:1"=5' r— -- ---� \ -- —i --- — M o — o — -- F- \ 41 \ I I I� � \\ ( f I ( \\\ � 47" CLEARANCE � - 47" CL ARANCE - 3•> / - I I GRADE I> ------I -- —�,b!ST/NG-- fi y. to h kn` 21,$0 LF 15" HDPE ral 3�67% I \\ 15" HDPEOd 0 00% � I _ 57.12 LF 15" HDPE Ca 3�.50% _ '14 CLEARANCE— \ x �,\✓ � o j----------� ------------ —a -ct� -- -- --- - — --- ---- --SEE L1EE_T_--7�__��. �------------- M O NO ('`)O QO Z m + ,± N + N� Q � R- OoN� r+-Z� GO + �t..._N lf) N � f- i I I \ I \\ EXISTING GRADE ( i \\ PROPOSED I \ GRADE I i I --____-- ` � ------ \\ -----�-------- --- 18" CL � AR ANC E --- ----_ ----------) I I 20.92 LF \ '' 15' HDPE 0 CF 15� Hpp\� \ 1, ,r HDPE 0,63 % 48"� CLEARANCES I 53" CLEA ' IANCE�\ 50" CLEA�ANCE \ I i I 1 I I I — (fly OOr N r N T � O OF- ap�i Cl CrO�HI (h I dI t")� N � ui a0 r ti �r C`7 C71 � d• en In O Lc�)) �rZ�QNNaoam»��NVic°�zcn__—�zZ cn_ u� �f �t t° Cl) co �� I I ( I — --- --I--�_ — �� � { EX/ST/NG� GF/AOE PROPOSED � GRADE 37,23 LF i 15" HDPE o i l I � I ' PROPOSED GRADE — --_— --.-- r 51.62 LF 15" HDPE � 0.97% 156" CLEARAN { E ---� EXISTING GRADE � � I I I 1 N 'n U > coo ---------z -------- I Q-off ----- p�AItO � f` � I O t� O co, co t_I i I i I I 12" CLEARANCE I PROPOSED - GRADE •: f 96 L 15" ,HDPE o 66" CLEARA CE N N N L� r � Z � O W Z o o OO Q T c � j I i � �J I ! I �—\ 42" CLEARANCE � � —� i — 21" CLEF�i�ANCE PROPOSEDr GRADE I I � \\ EXIST/N � GF7ADE j \ 1 I ' I I I \ I j I I 15" HDPE \ ; f� 7.02% I 30,�0 15 HDP� LF ° fd 1,67 v RIPRAP {-SEE SHEET zi zi A. > � I �Z Z O� O �----------- a � m+ �NI �{ Qc+ O ��I �I OBI mN z+ I �.- o McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd, These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH OF L t ROBERT B. MCKEE9 NO. 77 3 `��0 12,E o` w� s jONAL U i V J U N ct U b�A � � U � W W � � H r �s ilajrs Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments Scale: H:1"=50'; V:1"=5' Date: 05/15/06 Project No.: 0609 Designed: PC Checked: RBM Sheet No.: 33 Of: 5Q IN-4E IN 4D IN-4C IN 4B IN 4A IN-2 ��{` bV``I �� _ IiIII '. mV—�T - - --- —_F_—.—� _8 _r2_,T'•s_ 4 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd, rese TH OF o �ROBERT B. MCKEE� NO. 77 sSjoNAL �yCs Q � W Q � � o � o w W v O E"a cn v�F. lou �Y1yy Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments � Scale: H:1"=50'; V:1"=5' Date: 05/15/06 Project No.: 0609 Designed: PC Checked: RBM Sheet No.: 34 Of: 50 540 535 530 525 520 515 510 505 0 IN-39B CIN-39)A MHO-11 N (a to M LO O L6 �I �I i PROPOSED - GRADE GRADE I i ka ca j \ r WLU I I -� — 29.01LF 12" HDPE ld 2.59% 1 S f —_ 45.26 _12 H LF P.—_ la 23 I ! f,, L-- - N ----� N -I co -- �LO � -- F-- Jr Z) D O � Q { O > � U7 F- Z Z Cr Cn -- -- O --- O NI C N tO 00 . O Io L6 r Ntto >r--tNnt�rn I 00 C _ z� (J) _ z�z ---mZz —� 5 0 0+00 1+00 A STORM SEWER LINE D2 (STS-D2) 8d JPROFILE H: 1"=50'; V:1"=5' 540 535 530 525 520 515 510 505 IN-40 IN-41 IN-42 --- ---- 0 - -- -- O I---- -_�_ —.------ O I N N NLO Ni LO LO I I I i 1 PROPOSED GRADE I 1 GRADE I i HO nQ 2.Spj i5p'p0 Cfi tz h� I I _ -- - 12.5pP! _-15- 77 �— ,HOPE 1 68 % ( I I oCo r ~ O C � I Cn Q ' > z -_ -- z ---- 00 zI — r/t� ! Q0+ _` �rn I O I O o OO 00---i---- o� oM0 Or r ��Lo O 00 r0 �Lo N0 I d rz I �--- _ Z Z --- z -- 500 - - 0+00 1+00 2+00 B STORM SEWER LINE D3 STS-D3 8d PROFILE H: 1"=50'; V:1"=5' IN-32 IN-33 IN-34 IN-35 MH-6 MH-7 OF-4 550 ____.____-_-- _____-. __ _ I d It It0) M LO co co co LO � T LO I 545 f � :Z ------- ----- --_- --- -- - \ -- -�_- ---------�--_ - ---- - ! - ___--_---- -- - --- -- _ ----- _ 1 ---- ---_--I- --- ---------' 540 , j I t \\ f E 1 I PROPOSED IGRA E � I 535 l-------_ - - - -- -4�� A �\ -- - --- - ----- ---- -- - - - - - ---- ----------- -- - _ ---- , I \530 23" CLEARANCE r I I I 57.39 L I I 1fd 2HD .75 ° 1 12" CLEARANCE I 525 ---- ----- - - -- -_ -_ __- �- - ---_ _�-- - _ -- - ��., --- --- ._----- ----- -- ---I_- --------------- 2 1 7,15 LF I \ ° 1 HDPE I `� EX/Sr/N i t 2.47% I 246�F 520 — --- --- -- - - ---- I - -\\- - -�-- -- -� -- ---- ------ I I Iq co \\ O 5,15-----_-- _- --- ----- N N ( 8 -I ` LO to LO f Loy I 01 o zl A ?� ti I — zI SEDIMENT -FOREBAY I I 510 ------ ---- -- -- -- —_-- - - — N-- - ER ELE.=,50 r- - N N I _ I co �N \\ 1 r L ( LO to LO 4 LO v)q?p rn� \ I -SEDIMENT I O z z t4`n' z 1- -- ---- -- ------ ------ -- - - ------ I cr Ir-\ CF—OR-E-BAY - p1p> p > > > z > h rZ � z --z (oz `z505 �� o co r—, ; ----I1 I Ico O yr, o No �o �rT QT �00 ��z I to �N RIF�RAP 5 0 0 �-- z — - z -- --- --z �z-- 0+00 1+00 2+00 3+00 3+00 G STORM SEWER LINE E STS-E 8d PROFILE H: 1"=50'; V:1"=5' 555 550 545 540 535 530 525 520 515 510 0+00 1+00 c STORM SEWER LINE D4 (STS-D4) \ 8d / PROFILE H: 1"=50'; V:1"=5' 555 550 545 540 535 530 525 520 515 IN-5C MH-1 — ��-r-- �L i i i r r I I _ r r � I I � r I I ; t if I r EX/S�/NG GRADE 1 rr PROPOSED I I GRADE 2t.72 LF I I ! I 6" PVC fat 2.30% I I I + 1 r Q J QQ� ! U7 co + 0 O O 006 tnOON i O QIrQ)a)� rMNN O F- 0 + Lo to L0 f- vo Zzz0 r ?1 Ztn:4 _ »» ZZZ I I 0+00 1+00 STORM SEWER LINE D5 (STS-D5) PROFILE H: V=50'; V:1"=5' IN-36 MH-6 LO 545 I j 1 540 -------- ------- - ---- ---__ -- --- --- - --1- -- - -----II- -----__ -- ---- M iPROPOSED !BADE 535 ---- � is I I`. t I' 530 - i {' 1 I I = l f 525 .79% ;,- ----_--_- EXISTING I� 520 - --- - ---- --- -; ------ - � � I J , I I I 515 I 510 �-- --- �, ---- --- -----a ---- I 10 N �I � � W D U j W to O 1--- > Q + 1-- z ►- U)to 1-- --- - o 5 05 , ----- - ---- -� ----- ---�-t LOL------ j �- ��� iI o O car cv 44 0 I O O �tor- I( 00 O�ZZO i z� � >zz 500 --- - -- 0+00 1+00 2+( L� STORM SEWER LINE E1 (STS-El) Ari PROFILE H: 1"=50'; V:1"=5' IIN-43 OF-7 545 540 535 530 525 520 515 510 505 O to N LOi i LO O N I L0I I ( I STING GRADE } `PROPOSED _ GRADE F ! ° I 1 I 12'1 CLEARANCE 1 00 i I I 0 LO D y `1 r D I! O z t > z > Z O } Mo + r` + 500 0+00 1+00 E STORM SEWER LINE D6 (STS-D6) ,PROFILE H: V=50'; V:1"=5' ISR MH-14 OF-3 515 510 505 500 495 490 y 485 480 475 ------------------- o - . o -- I It N LO 'T Co I I i r 1 PROPOSE I GRADE -� GRADE I i I \I I I \ \\ j 0. ---___-- ------- - ---moo - --- _------- 5 4) — - -� --- - o 9 r ni 00 0 1 O z > z 0 C/) zm i ------ - — Or --- - --- - I �y� -- _- --L--------- O o i OOb. �O O r r 470 )0 0+00 0+50 1+00 1+50 L� STORM SEWER LINE F(STS-F) PROFILE H; 1"=50'; V:1"=5' 560 555 550 545 540 535 530 525 520 515 F S Rri J PF OFILE H 10 S-D7 1"=50'; V:1"=5' McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Feld Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. -�'EiLTH OF LI RO ERT B. MCKEE' NO.78 NAL ,Wr Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments Scale: H:1"=50'; V:1"=5' Date: 05/15/06 Project No.: 0609 Designed: PC Checked: RBM Sheet No.: 35 Of: 50 General E&S Control Notes: (VI-15: VESCH) Sediment Trap at the Construe. Entran. (Scale 1": 20') ES-8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 5, SURFACE ROUGHENING (E&S STD. & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES 12. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE DEVICE, GREATER THAN 3:1. AREA IS STABILIZED. /- 6. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE 13. LAYOUT FOR DIVERSION DIKE ALONG ENTRY DRIVE WILL CHANGE 4 - _� o O ES-9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND < -- �� o �ro ES-1, UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUNTY AND THE ISSUANCE DURING CONVERSION OF SEDIMENT TRAPS TO BIO-RETENTION AREA. -"' i ° O ° O' SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING OF A GRADING PERMIT. SEE SHEET 4A FOR FURTHER DETAILS, PLEASE CONSULT LANDSCAPE j �O o0 Q�oo�0OoC\°0 O G oodOOg�Ooo TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE `X� TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND ARCHITECT/ENGINEER BEFORE INSTALLING DIVERSION DIKES, ' I 00 �o ° O'00 ° O Q O O�O�o IMMEDIATELY. ; 0 OO o O �O SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 02 00 EROSION 7. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND 0�0 0 0 OOo ( O 0 hh AND SEDIMENT CONTROL REGULATIONS. SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING 14, SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED. '� I o O0000C�O � o o� 00o O°CO OO STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN i o Do° O OO O ��0 ��0 Oo0 O C Notes CIRCULATION AREAS AND ENVIRONPAENTAL QUALITY. ; LOCO �OOO� o O °00 �O�0- 0 J ES 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE 15. EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH J o o PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DIVERSION DIKE. RIPRAP \ C��O °O�o Qo°�0_O0 00 �Oo o�°°�°o DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS 'CLASS I \ 00 DOO ` ,��0000°CO n 000 SEE DETAIL 1 0o O 00 o Qom-(� AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC 16. SEDIMENT BASIN 1 WILL BE CONVERTED TO STORMWATER RETENTION - 1. EROSION AND SEDIMENT CONTROLS SHALL H DBOOK, IN ACCORDANCE WITH THE 1992 OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, 1 SHEET 10) O ES-3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE POND WHILE SEDIMENT BASINS 2, 3 & 4 AND SEDIMENT TRAP WILL BE REMOVED 't °a Oc, ��`-- ---- __--- FIRST STEP IN LAND CLEARING. IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS AFTER THE COMPLETION OF PHASE 4. ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. ES-4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 2, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS _ -- _ 445 --' / ON THE SITE AT ALL TIMES. NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE 9 ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT Op r-------� 447 - - - - AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN 449 - 448 ES-5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. STABILIZED FROM FURTHER EROSION. _----' ` ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE 3, EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER 10. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL, LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE ! ,. r / '•, /. ,f `<:'• �,,•,,, �'� ,1 :--- `, 4 \ \ ES-6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 4. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED CULVERTS. CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER 11. A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5 INCHES FOR ADEQUATE ES-7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ACTIVITY, T R B CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY F T T 1TY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO E LEFT S FROM HE ENTRANCE TO AN ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL \. ._- - - - - '.r-=-_ • r,�.�'< _ <._>__.______ - DORMANT FOR MORE THAN ONE YEAR. APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED i -1 ., FINAL STABILIZATION IS ACHIEVED. FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSES.j/ �'; ',I \ -� _ :._.-- =-` `_' ___ '__ '' ` - - -. _ I ------- APDA t ' 1 ti A- � D r OP . S , •, - _ .. .. ...... .... ........... ...... ---- - ----- - ----- \ _ m 0 , S ,` _ .. r:. / /. , l _ .., I •,.-•^.- •., , - �..r•. -i.r- 1 t - f-m , r. it \ ,- \' �'_ ' y`;r,,•.. ,f � �, _ 7 81 .- Lo _ �o - �- 0 04 j 1 i _ RlP A �/ �( -5 01 d 0 - - - -5 - 21" -H D P _ - -- . % y _ - - \ \ S \ o �v 1_ , _ _ _ , M -- - _ , , , _ r , - \ �-. 1 , _--. --.. __ -_ ._._ •,r, pry ...- . `.. - _-._ - _.- - _ _.__ \ _ -_, 'a \ ..,_. ' ` - + \ \ \ nuz \ jfgj REQUIRED - , j ( \ _ --- __ ._. -_- _ • ` ".__ ."... __....._ .., \ \ \ - _ - __ - - _`'• \ ..,_ ,- - --- -- ��5� UT \ ` FELL _ 21,0.00.- CF- - Orn •; . \ '\ � - ' - - '>. \ - _ _ .. ` °'- __ -- sic..., ___ \ - _ _.,. ,., 2� ., • -- --_ ` `` `'' 1 i I / '•!` /i - , - , , «.a � n. ., ,, •• S . •.,,, __ SF C -.\ -,..- __. _.- \ w " ..,- ..... _ w. ' -_. _ __ _, - -... _._ _.- .,_- _ \ O 1 ! r ! 1 Il ! TO E X C A V A T CONSTRUCTION OF IQ N AREA F 0 R --- - f - .. -- --- / - _' _ .__ \ `` \ -- ,- i `�, _ '\ _ •\ , \ ,.- ` f/ J` IJ i f✓` /' !II � \ - - ` r _ - _ \ < l ! t \ �\ _ __ .i -- -•' \ \ \ X SEDIMENTBASIIV..,DAMS \ `\ ''� - ? -- ---� _ - -- --- "'-- `- / \ f •>_' .-- ��`\'\' \ _ �' X (VOLUME ^'325,00'0•„C F) SF \ \ � \ \\ \ / / / \` ` '"`• _ .-_. __ � ''`, `\ - // � - ...-...., _.._ + t - , °L SF � \ \ \` `� � � \ \' �`` \\• - - ' � e - -- \ A -. _._- -- --- j / /" Legend s l p `y \ 1 t �" - -_. ___ __ ____ ___ __ ,__ __. ' CONSTRUCTION ENTRANCE �' o ¢ �= 9 \ \ Y ✓ CE E. & S. STD: & SPEC. NO. 3.02 0$ ooQ °o�� oaf o t O O O _ , CONSTRUCTION ROAD STABILIZATION SF + I / A \ \ / E. & S, STD, & SPEC. N0. 3.03 : \ E. & S. STD. & SPEC. .-.-- .. SILT FENCE WITH WIRE SUPPORT ARY . &PS. STD. & DIVERSION SPEC. NO. 3 10 - _ - - _ HAUL DD r E TEMPORARY &STD. & SPEC. SEDIMENT TNOR 313 HAUL i r \ h_ A TEMPORARY ENT BASIN i - E & S STD .& SPEC NO 314 - p \ ' SEDIMENT\ TRAP T. ENTRAN I N 0 � - E. OUTLET� EOCONS&S.STD.&SPEC. N0. 3.18 ° $OTT \52 3.5 ' ti r �- / 1 ° _ r.. _- !4 , ,. .} : J \ � � � %' l- } `_` -- -'- -.- -- __ ... \ `\ / ROCK CHECK DAMS ` 2,Q 1.0 O IrP \ ,'- E . & S . STD. & SPEC. N O. 3 . ' WE��/DRY 56\ 7.5` '�',--_ \ o ! _L 1<0 , 2<0 _ . , _ _ - - - - J ter" .+►� \ V' - o - - ' / / �' ! i" C9'. SURFACE ROUGHENING , t + _ , ,/ _. ._. __. _ -. i' ,,,o i' '/ ` 0 \ \ \, \ CJ^R DRY/WEIR`..'\- 62 11.5 , / _ - _ i / -- .. _ Q E. & S. STD. \ \,rr•' __ __. _. ," &SPEC. NO. 3.29 CID r - - s WEIR `3 �:�' � � `d r i ` _ _ 1 E. & S. STD & SPE C. O 3 30_LING .,- / ; � - _.....- __ _ _ - .• 'i ' 1 / _ , -� _ -, r TEMPORARY SEEDING E. & S. STD, & SPEC NO 3 32 HAUL ,•' ! % / i . /TOr'-�. � \ '\ `'\ / � _ PERMANENT SEEDING r OAD ^\ E. & S. STD. &SPEC. NO. 3.32 •, \ .. .4 ' i r � I -- / •% - - - _ '\ \ �` � q,,, G+'J ' % / / /' / ,` L /� f , 1 ,\ \ '\ •b, ' \ ' \ t , 1 1 I •� � MULCHING L,\ .., -f _....._ ; • / /% / ,,_,,_..-•---- r \ \ , t � S SPEC. NO. 3.35 N , \ ''•, / lT q i \ ` CR / / ' / / / /'I V ! ! / ,✓` \ SF SOIL STABILIZATION BLANKET MATTING � - /' r/�� � ,r i ' ! J --- _ \ •\ \ \ _.� . _ ,. / ," / / ,`O �o� - I �, ` `' \ \ \ f f I I -z, EC \ ( / I s' E. & S. STD. & SPEC. NO. 3.36 yj LIMIT OF DISTURBANCE , f� ~. - '/ �" \ / i ,/ '•' // / f \ � \ / ✓ % I ?' % i l / ,! BF 'p ` 't '', '; !�/' ;% / ,r % ' , -,•. " i % J .' / i I i- h \ ` '\ ' / ' l f i / f ' SB1 ,i '\ `, 1 [ 1 '`1 •,! BAFFLE j _ i /.. /r` .� / l ✓ I ,_ J / / i r I .� \O /' i j J pi i 1 , \ / ,/ O j _. 'r r/ , i/i' // fJ' / ( ,, ✓ / ` / j 1 ) 1 -- \, t, \ \ \ ',/ / ! J r / f J' I'' /' , f / ,+\ t _ �/-'`�� �\TO� -T \. ( , Jr _ / r 1 , t f 1 t `` '`\ ,1 , r' A -,., ..° .� / ,•,�f�', SF ,/'/'. / J t .. _»,,,:,. / ./ i ; f / ,'• / II !I r !\ \ \ \ \ .\ "\ _ g / i J , J l i f I ! .+ J / I 'J %/ I I'1,\ - -rc�° 15 �\100.02 '1,F 24' �\J \ r DRAINAGE AREA _ DARCP off -5,00% ® \ � / % //, -_- .O, /' i � i / f� / 1 - `. `` P / / I t t `-.\ \ Q- t �� ' C' .✓ BF "'°„ '/ \ \ \ \, } t \ \. '\ \ 1 G I 1 J 't \ , .3 Construction Sequence uence (Building Construction Towards Sherwood 1 / f / % /` \ \ \ HAUL / (/ -0r r! t 1 1 e \ \ \ "� /0o0/ / ;` I ; - \ _ Manor Grading Towards Sunset / ! _ se Avenue ,' '\ /• a to-" i -, / O J#40000 \ \ r A ALL EROSION AND SEDIMENT CONTROL MEASURES PRESENTED IN PHASE-2. / f/ / i:' ,,, `� '° ! ./ � \ - •\ \ \ � ` V t r• \ i �� rY_ 'NCH ,• a I ! � \, \ \ y \ � • - _ - zya, _ OTHER r- r r r, C, \'\ { \ \ - 2. CONSTRUCT PROPOSED BUILDINGS AND OTHER SITE 'EATURE (CLUB H c l r ! P.R \ \. ( L B HOUSE, BASKETBALL COURT, / \ i I�i 1Ai` / \ \ / T 1 c \ - A N \ r\ � 10'__EM _� t \ _ T_I INI„ COURT, PARKING LOTS IDE //AL!<" ETC' A.^ C' VI\ I / / / \ - /• / / , ` � \ 1 ', / - T � I .- - ' ., , r •� � �.) � SH J 1 J ON THE PLAN. i I I (� 1 1 i - / - ET r r •E i , c . r \ r / t 1 / f � J I 0 I F \ �r INSTALL L 1 %% t♦ �, _ - / !- \ \ \ � r I ; � '1 \ O. �`•:.�- I 1t \ \ \ - <-...3, S L LANDSCAPE FEATURES A,, SHOWN ON THE LANDSCAPE PLAN. _ r . H 0 \ \ 7,[t{.C-t 1 -- r" / 1, ! •\ f, L ,J \ \ /••.., ,,,. ,.= - -• / ,-' : • / / ,.. - \ , / 1Jl , `. � ", .9 ,, ', -\ .. , 1. CONVER-T SEDIMENT BASIN 3 IP,1T0 SEDIMENT BASIN -, AS Sr10VVN ON PLAN AND EROSION AND SEDIMENT ji' r 1 ; 1 \ \ •-,._ /. ' , J / / /' ,,•-''' \ `. \ \ \ \ \ \ ` \ `: / / 1 / , / r'/'' r'\ / I ( f .��7 _ t \ i \ ,` ,.., TF _ `, \ -' . _. --_ ...a.,- .,~_..,_ -• / \ ', \ f J /� # I 1 \ \ _ - - _-=-•%�\ \ .+ -_ CONTROL DETAIL \ «ram \ t • - / ! / \ J \ O" 5. CLEAR FOR AND INSTALL -ILT FENCE CONSTRUCT RETAINING � I \ + i \ r / ! V / �, , \ \ ,1 \ \ / j P- t 8` \ \ MlJ - - \1 G WALLS AND PACE (ILL DIVERS -� � �"`'- - '� ''"-I/ -- - __ ..✓ENIJE. STABILIZE THE FILL DIVERSION 1�/ \ 8 - `-- ---- --..._ .._ _ _ _.. _-' , _-- _ .• ,.> o (r \ \ •, \ ' / i J ! � \ � \ �\ \ TS - `. _ � � WITH TEMPORARY SEEDING, fviULCFI AND EC-2 _ IG j , i I -�-'- IMATTING. _ -_ 1 REQI ED' FIL FOR \ \ \ .. ~\ \ - - r / \ \ s / 1 SE IM T \ / I ! c DD_ _ _ / i \ ; r / - t 4 N BASIN 1 6. PERFORM 1 GRADII\," (CUT/FILL) ON THE SITE AND CONSTRUCT \ I\ .---" /', \ , _ f FAU , � \ \ �'\ f�D /ONSTR_ ,T FILL DIVER�IO.lS A. � _ '\ \ i \ � SHOWN ON THE / J \ - i f ! l i (,VO_UP E - 0 \ PLAN AND STABILIZE THEM ,\ I r ! I • _ -_ -- _ - - .__._ . \ , ,, \ •. ;' � � i, , r � , ; •.-.,,_.•-_•- ', 0 ,000 .,.F) ``�� _ S LE EI WITH TEMPORARY/PERMANENT 7/PERMANENT SEEDING I(\ ' '� CONSTRUCT ' - •• ._.. MU � - - -_ _._ - / , r / f ' \ � \ \ ',, \ �. •\ \ '` l � � f - / � / / r 4 71 1 � � �`. - - - --- --- -'- "•,• \ _- S ED 1G AND MULCH. .,ONSTR JG-T RETAINING `l / / f f; ; \, �, / IN\/ UjT' ! , \ \ ` \ \ \ - \ 4NALLS AND . (NSTALL ALL STORM DRAIN INLETC S -FORM I \ UNDERGROUND r I + : , I ti I 1 , \ \ s \ a, U DRAINS, AND UTILITIES (WATER \ \ \ ''.,. -- -_• -- _ LINE, SANITARY SEWER ETC.) BEFORE/SIMULTANEOUSLY � _WITH THE GRADIN a A� SHO NN ON THE PLAN EXCEPT IN [ \ - _ - _ --- _ ` _ ♦ /, S� / / , ' / / / ,P , `4 'i i ' GR \ , \_ \ \ a. /_.., ! , r 1 ` \ ?�T 1 ' r` ,\ \ ,\ `` '\ '\ \ _ _- \ \ \ \\ h~'ti, \ I , n F ! N \ - S , \I 1 , 1 1 1 \ \ --- t ly a r ) 1 �' �.,�/ \ \ \ AI1D' ARO ND �_D.I,IEIlT BA•�u. 4. '`' '_.'-•-• - - __ .._ ______' __--.-.._ ,.--' - •._- .. -- - - - ---- iMU ' r " ,' / /' / / ,, f � � I ii i I 1 t ; ; J 'i `• \\ \ \ `\ \ \ \ `• -_ . /i,l � rt I Lt r\,lr;"' , , f1 I �1 +r ;): I, I1 j ( p ,_ ``,\,',,-`,`, '\�S�F. \' ,�5 ,..:,. •/ sEC � � \ ` `\`\ "` •'-» __-„_ __ _ __.,. ..._ -,.. _,..._. „__ `•\ ,\ \ `' \ \ \ \ �, \ \ ` \. \ �� _ _.. u c THE nrLrN, IMMEDIATELY AFTER INSTALLATION fir- PROPOSED PLACE PROTEI �, AS SHOWN ON INLETS. ALSO, SEAL ALL THE PROPOSED INLETS IN PARKING LOTS 'B' AND 'G' UNTIL PARKING LOTGETD STABILIZED. 1 I D i L 0 �: : , I 8. O Dt UR i t.r_ JJGi-IEL,if 1G JI 1 `RA STABILIZE O GRADED AREAS WITH A SLOPE MORE THAN ' - C f\1 �.1 AND J \ _ ..,_ --., _._.._._ _,.. _.. -- ...,, / . . _ , , / .., I s 1 , �, ' ''• ``... -..., .._. _. ,\ , `\ ALL _ GRADE AREAS r \ , r, r - \ � / \ \ t s• i , 1 , , _ , ` '= R , D. WITH TEI iPORARY/PERNIAI lEN T SEEDING AND MULCH A� SHOWN _. / s , / 9 / t � • \ \ , / t ._v 1 /'\ �,, .,q MU � \ `, •\ . N Of! THE PLAN. RISER,O _ \ .7\, x _ , \ �� ...- �. _ , - ', _ __ ,/ , / Phase 4 Constr �. _ Lion Se _ � \ `, _. . � , ,'uence (Building Construction ':r \ \ / onset Avenue I ( n Towards S Sediment Trapat the Bottom of Basin 1 Scale 1 .20 � - °\ . \ '\ 1 . L I �1 E !E Q • { 1/ _, ....._ ._o .. __• - _ _ - ____-_ --- - ' \ TF� •\ ,,, f TIP n c n O / r' �.��__ \ , a ' \ \ \ / 4 _ -��+, _ _ '-- -, \ / RETr IN A_L ERO•�...'N „ND .�EDII•J1E111 CONTROL MEASIJRcS PRESENTED IN PHASE-3. 7 \ \ w DD _/ DIJRtN ,6,H.Af�(f`IELf i ..... a, \ \ - 4- \ \ \ " I J CHANNEL DET ILS \ 4 % 0 1'` - \ \ \ z' J'QR E ATIO'd / / r \ / �, � 1 � \ \ \ j / ! J / / , ! ! A STONE WALL rTO B , 2' •, / \ \. \ 2• CON, 1 RIUG,T `PROP:DED BUILDINGS AND OTHER SITE FEATURES (PARKING LOTS SIDE WALKS T - / l / sue_ TP e \ ( KS ETC.) AS 48 •ft. �. / / / ! r / f, / / / FROM BED ELE VAT-P0\ 1•" - \PLAN. .. ` Ql .� / i/. » \ �\ � �, �., \ i \ S1-i0WiJ'1`N THE \ / / ? •F L / O'R iJ OPr V / i ! ( �. F-OUNDAT.iON TO B`E.... \ F �. // --}_ -- / 1 .� I!b / T / 6" BEL J BED ELE !-AT,.10?., 3. INSTALL LANDSCAPE FEATURES A. SHOWN i \ \ o �. ; ; F PSTI,NG CHANN L �? 4J - J 1 S O(\ THE LANDSCAPE PLAN. 0 -..._ / / i ! j / J WIDTH °QFrCHANNEL,! 3 / 7 �`>. / y SF S/ r ....__ .,._., ...,,...._ .»-•' ` ', f j qr.. - 90 / 1 J l / P CONTRACTOR D PL%ECG \ -q 47 \, \• \ - - - ,r !, / /l / / \ B OWN ST NE RIP'`RAP`(D50\ 6 \ 1 ! \ \ 1 \ / _ , - "�-�--�---F7 T',-' I( CHANGE t TQ ARMOR ,'LOPES`.` r> \ ; J f i I -JI f - Construction ruction Sequence WM Facilities and Rest of the B 4` \ / z: i / J / t I V/ Jj ( J \ I'f P1laSe 5 ConStt Cu (S e Buildings �- _ / 1 / f l/ / /; \ -JOR A DEVTkI-OF.'FLOW �OF''\• ) \ / \�''','"�-- 46 h \ \ \� _ _ / - P C/�(PR\P� TO B / / / ! ) AT LEAST ,1 F:Ts�GOf ITRAC`TOR Construction -X- PL C,EDrA�% j\1, / / � k r Phase-1 Construction Sequence Site Clearing) ) ' %, I ! TO CONTA,CT:..:ENGINEER TO` ( ) _ cu�V�IT / g. g --- - -1NA/LL rV//IV // /r; \ COORDINATE PL'ACEvIEN.T)0=1 SF - - --- If ` -- '✓ / / I V J I �I ! 1. AFTER COMPLETION OF SITE WORK AND STABILIZATION OF SITE SHOWN IN PHASES-3&4 REMOVE ALL / / /��• O a ;' 1. INSTALL THE CONSTRUCTION ENTRANCE. CLEAR FOR AND PLACE HAUL ROAD WITH PROPER STABILIZATION. THE EROSION AND SEDIMENT CONTROL iV1EASURES PLACED IN PHASES-1 2 3 & 4 EXCEPT SEDIMENT E T SEDIMENT or//�/fr'/ ;: •I O ? :•\ O� \ J CLEAR FOR AND INSTALL ALL THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, DIVERSION BASIN 1 AND SILT FENCE ALONG SUNSET AVENUE (SEDIPrIEfdT BASINS AND 'TRAPS ARE NOT T DIKE, SEDIMENT TRAP, SEDIMENT BASINS ETC.) AS SHOWN ON THE PLAN. STOCKPILE TOPSOIL AND STABILIZE REMOVED WITHOUT PERMISSION FROM THE COUNTY EROSION CONTROL INSPECTOR). AL 0 BE ) SO, PLACE THE ;�'' AS REQUIRED. SILT FENCE AT THE BOTTOM OF THE EMBANKMENT OF SWM POND AND ALONG -THE SUNSET AVENUE �- `\' AS SHOWN ON THE PLAN]. �J !` ( J t " O 2. IMPROVE EXISTING CHANNELS ALONG THE SUNSET AVENUE (STABILIZE WITH RIP RAP) AND TO THE EAST ;. r,. // r/ I J i _;J \• Q 1•.-�,t . OF SEDIMENT BASIN-1, IMPROVEMENT OF CHANNELS MUST BE IMPLEMENTED DURING A PREDICTED DRY WEEK. 2. GRADE THE AREA AND CONSTRUCT PROPOSED BUILDINGS AFTER REMOVING SEDIMENT BASIN 3. ALSO, QO If CONVERT SEDIMENT BASIN 1 INTO STORMWATER MANAGEMENT POND (FINAL GRADING, WATER QUALITY 3. PROVIDE TREE PROTECTION, REMOVE EXISTING TREES AND VEGETATIVE DEBRIS TO AN APPROVED LANDFILL. FEATURES ETC.) AS SHOWN ON THE SfORN1VVATER MANAGEMENT PLAN (SHEET 4E) AND STABILIZE STOCKPILE TOPSOIL AND STABILIZE AS REQUIRED. THIS AS SHOWN ON THE E&S PLAN. P�,. 3 4. PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE GREATER THAN 3:1 AND STABILIZE 3. PLACE STORM WATER MANAGEMENT FEATURES SUCH AS STORMTECH SYSTEP/I IN PARKING LOTS B&C ALL GRADED AREA WITH TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. AND BIOFILTERS. E)CiSTJNG BERM - ~- - - - '--' - - - - -- / / // /� ` / I 4 ! '� - �r n r� 1 (DIVERS -ION) C� �•._ ------ , - r \` \ `r'= Phase-2 Construction Se u2nCe (Grading T 4' REMOVE ALL THE L-P,OSION AND SEDIMENT CONTROL MEASURES AFTER THE SITE IS COMPLETELY ! / TO DrVERT _--�•. - - _ / / / / \ • (G n owards Sherwood ZVlanor n SEDiN RUNOFF-FQM `- - _-`------.h - ' ;- i r - ' , f /i. �1 T/ \ `� ' --- -- --�-- o TrBIi_IZcD. %/ NNELT BASIN XJSTi _ �- . _ -=-,c . r // :.- ' / ; fl C H q /, - F _ ' �� � t f \ f ; /! \�'` Y \ /! \ PERFORM GRADING (CUT/FILL) ON THE SITE AND CONSTRUCT FILL DIVERSIONS AS SHOWN ON THE /✓ PLAN AI\1D' STABILIZE THEM WITH TEMPORARY/PERMANENT SEEDING AND MULCH. CONSTRUCT RETAINING „ WALLS AND INSTALL ALL STORM DI S Scale 1 =50' Contour Interval=2' A/ RAIN INLc TS, TORM DRAINS, AND UI\1DEP,CROUND UTILITIES (WATER LINIE, SANITARY SEWER ETC.) BEFORE/SIMULTANEOUSLY WITH THE GRADING AS SHOWN ON THE PLAN. 4 € i f 2, PLACE INLET PROTECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION Of PROPOSED ,RED / C \ '! / OF , \ \\\� 1 ,� INLETS. % f l 6' x 30' BLANKET �` f , • /' ; /-:...,!! -_ - 8R-0!4dN STONE RIP" -RAP \ `�, ! \• �P� `,_ /' ` ' gJ ANKIET O� \ O �� V r Y 3. PROVIDE SURFACE ROUGHENING ON GRADED AREA`, WITH A SLOPE MORE THAN 3:1 AND ST ARIL 17_E 0 50 100 200 / D50 -.6 - _„•, . 6' x 3Q t i \Op' r r r c �, :? ' \ i ALL GRADED AREAS WITH TEMPORAR (/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. Bf30VVN` Sl`ON� RIR-R`�P / .� If D 5 0 (? (5 `FT t , REGIRED FILL FOR \, \ \(SSE rQETAIL \ '\ SEDIMENT BASIN 2 �; {EET1,1�'),, (VOLUME ^-65,000 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Cars Field Carson o rFed Sport Concepts, Ltd. ��p,LTH OF 1✓ L� �ROBERT B, MCKEE� NO. 778 4� 1 C _ jON L Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments Scale: 1" = 50, Date: 05/15/06 Project No.: 0609 Designed: BT Checked: RBM Sheet No.: r� 11 36 Of: 5011 General E&S Control Notes: (VI-15: VESCH) t ES 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 5. SURFACE ROUGHENING (E&S STD, & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES 12, THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED. GREATER THAN 3:1. DEVICE. 13, LAYOUT FOR DIVERSION DIKE ALONG ENTRY DRIVE WILL CHANGE DURING CONVERSION It 6. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE OF SEDIMENT TRAPS TO BIO-RETENTION AREA, SEE SHEET 4A FOR FURTHER DETAILS. P L E A 8`E ES-1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND ES-9, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUNTY AND THE ISSUANCE CONSULT LANDSCAPE ARCHITECT /ENGINEER BEFORE INSTALLING DIVERSION DIKES. i AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE OF A GRADING PERMIT. 14. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED. TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND IMMEDIATELY. 7. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING 15. EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE. Notes STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN ES-2 CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. 16, SEDIMENT BASIN I WILL BE CONVERTED TO STORMWATER RETENTION POND WHILE SEDIMENT THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE T PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND BASINS 2, 3 & 4 AND SEDIMENT TRAP WILL BE REMOVED AFTER THE COMPLETION OF PHASE 4. k DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS k T 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC V ES-3, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, FIRST STEP IN LAND CLEARING. ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS IN IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. -FREE CONDITION AT ALL TIMES. ARE MAINTAINED IN A CLEAN, MUD AND DUST ES-4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED As ON THE SITE AT ALL TIMES. NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE 9 ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT _7 AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN ES-5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. STABILIZED FROM FURTHER EROSION. ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER 10. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE ­ --------- DA ES-6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 4. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED CULVERTS. Fi I P R A P ----------- CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS ------------ AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. D 5 0 T DETERMINED BY THE PLAN APPROVING AUTHORITY. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER 11. A MINIMUM WATER TAP OF I INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK Tj -------------- j�j:T_F DETAII--­ SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5 INCHES FOR ADEQUATE THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ES-7 P ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN FINAL STABILIZATION IS ACHIEVED. FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSES. ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED A' DORMANT FOR MORE THAN ONE YEAR. §1 EM, 5 N 7- ----------- ---------------- ------------- -------------- --------- ------------------ ------------ ----------- ------ ---------- It 147,1- 6 X --------- --------- -- ----------- C ----- ------ ------ _7 Ila PZ\A/ f-I A,, X _R 91" 1W 77 SF --------------- -------- ---------- ------------------ ----------- ----- ------------ ----------- -------- ------------ ------- XV E�z% ------------ / ------ --- --- ­HDPE SF 50. 7 X'- X X X 6 8-- C. F. , 0,00,�, Ik U 6 Ilk --------- - 7 Oct) UJ CC 0 ---- -- tiiii,� DA DA '7, DA F' IF -MMMDA Lege SO IX nd _�X_x SAFETY FENCE .... ... . ... E. & S. STD. & SPEC. NO. 3.01 _X_ > CONSTRUCTION ENTRANCE -- ---- - E. & S. S T D. & SPEC, NO. 3.02 -W A ISEDIMEN�T TRAP EN-rR A N.) W W W W W- W W W W W - - \ \ ? CONSTRUCTION ROAD STABILIZATION 6' CR C R9 W IP11 TE & S. STD. & SPEC. NO, 3.03 R 52 \.3� X SILT FENCE WITH WIRE SUPPORT 56,\ SF .0 52 E. & S. S T D. & SPEC. NO. 3.05-1 fY 1,0\ 2.0 TS 54 4 STORM DRAIN INLET PROTECTION 0 E. & S. S T D. & SPEC. NO. 3.07-1 0000" _CD f Blpl STORM DRAIN INLET PROTECTION 0 Lns R S. STD. & SPEC. NO. 3.07-6 �S F) STORM DRAIN INLTET PROTECTION TEMPORARY SEDIMENT BASIN FIT E. & S. STD. & SPEC. NO, 3.07-8 > E. & S. S T D. & SPEC. NO, 3.14 E, & S. S T D. & SPEC. NO. 3.08 CULVERT INLET PROTECTION 7 /* E. & S. S T D. & S P E C. N 0, 3.17 Le W W TEMPORARY DIVERSION DIKE E. & S. S T D. & SPEC, NO. 3.09 MULCHING E. & S. STD. & SPEC. NO. 3.35 FILL DIVERSION E. & S. S T D. & SPEC. NO, 3.10 > �Lc SOIL STABILIZATION BLANKET M E. & S. STD. & SPEC. NO. 3.36 C TEMPORARY SEDIMENT TRAP 11-01 DUST CONTROL E. & S. S T D. & SPEC. NO. 3.13 E. & S. STD. & SPEC. NO. 3.39 24'/ EBF), SEfl SURFACE ROUGHNENING OUTLET PROTECTION E'\ E, & E. & & STD. & SPEC. NO. 3.18 STD. & SPEC. NO. 3.29 C F, 24' TOP SOILING ROCK CHECK DAMS E. & S. STD. & SPEC. NO. 3.20 E. & S, S T D. & SPEC. NO. 3.30 P, + + TEMPORARY SEEDING TREE PRESERVATION AND PROTECTION E. & S. S T D. & SPEC. N 0. 3.31 & S. STD. & SPEC. NO. 3.38 PERMANENT SEEDING IF LIMIT OF DISTURBANCE TS E. & T D. & PEC. N 3.32 DRAINAGE AREA DA�� BAFFLE 7-4 lPhase-3 Construction Sequence (Building Construction Towards Sherwood 08 r QT)? Manor & Grading Towards Sunset Avenue) UTP -2. UP2 RETAIN ALL EROSION AND SEDIMENT CONTROL MEASURES PRESENTED IN PHASE 2. CONSTRUCT PROPOSED BUILDINGS AND OTHER SITE FEATURES (CLUB HOUSE, BASKETBALL COURT, F TENNIS COURT, PARKING LOTS, SIDE WALKS ETC.) AS SHOWN ON THE PLAN, E CC,' DFD @U C� TALL LANDSCAPE FEATURES A' SHOWN ON THE LANDSCAPE PLAN. tF� 4. CONVERT SEDIMENT BASIN 3 INTO SEDIMENT BASIN 4 AS SHOWN ON PLAN AND EROSION AND 3, INS SEDIMENT CONTROL DETAIL SHEETS. TRUCT RETAINING WALLS AND PLACE FILL DIVERSION 5. CLEAR FOR AND INSTALL SILT FENCE, CONS 52/ UE. STABILIZE THE FILL DIVERSION WITH TEMPORARY SEED NG, ULCH AND E -2 I IV] MATTING. (SF 6, PERFORM "'RADING ("T/Fil-i 1 ON THE 01T[7� AND CON RUfT Ell L DIVERSIONS AS SHOWN ON HE (TS I ST T PLAN AND STABILIZE THEM WITH T :MPORARY/PERNIANENT SEEDING AND MULCH. CONSTRUCT RETAINING WALLS AND INSTALL ALL STORM DRAIN INLETS, STORM DRAINS, AND UNDERGROUND UTILITIES (WATER SLY WITH THE GRADING AS SHOWN ON THE PLAN EXCEPT IN F k LINE, SANITARY SEWER ETC.) BEFORE/SIMULTANEOU I - 1 -9, 1)Q AND AROUND SEDIMENT BASIN 4. 0 MIJ F7 F 7 �LACE INLET PROTECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED INLETS. ALSO, EAL ALL THE PROPOSED INLETS IN PARKING LOT' 'B' AND 'C' UNTIL PARKIN G LOTS GEF --- - -- t STABILIZED T SE f a SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 3:1 AND STABILIZE 8. PROVIDE DD At L GRADED AREAS WITH TEMPORARY/ PERMANIEN EDING AND M JLCH AS SHOWN ON THE PLAN, ( TO 'Fj A @0) I 1 -4 Construction Sequence (Building Construction Towards Sunset Avenue) Phase 6' C01 B E D E L E SF� _T/ 4 R A C T 0 1. RETAIN ALL EROSION AND SEDIMENT CONTROL MEASURES PRESENTED IN PHAE-3. 12. CONSTRUCT PROPOSED BUILDINGS AND OTHER SITE FEATURES WARKING LOTS, SIDE \NALKS ETC.) A SHOWN ON THE PLAN ()F'F-1 OV'V OF /f.) A I.-. C 0 N TO" T) 3. INSTALL LANDSCAPE FEATURES AS SHOWN ON THE LANDSCAPE PLAN. h I T 1. I E N OP, fSEYI- IE l­T TPAP I ONI 0 R"I P R'A F� -2.0 -8P-- 4z- Phase-5 Construction Sequence (SWM Facilities and Rest of the Buildings EL OTT -4-2 Construction) Phase-1 Construction Sequence (Site Clearing) 4.0- -ra- AFTER COMPLETION OF SITE WORK AND STABILIZATION OF SITE SHOWN IN PHA_ E MOVE A S-3&4, RE IALL -7 -Df - ----- - THE EROSION AND SEDIMENT CONTROL MEASURES PLACED IN PHA-ES-1, 2, 3 & 4 EXCEPT SEDIMENT -FALL ALL THE EROSION AND SEDIMENT CONTROL MEASURES [SILT FENCE, DIVERSION TRAPS ARE NOT TO BE REMOVED INSTALL THE CONSTRUCTION ENTRANCE. CLEAR FOR AND PLACE HAUL ROAD WITH PROPER STABILIZATION. -7 -0 1 WEIR— CLEAR FOR AND INS BASIN 1 AND SILT FENCE ALONG SUNSET AVENUE (SEDIMENT BASINS AND -A OP OIL AND STABIL ZE WITHOUT PERMISSION FROM THE COUNTY EROSION CONTROL INSPECTOR). ALSO, PLACE THE SILT FENCE AT DIKE, SEDIMENT TRAP, SEDIMENT BASIN' ETC.) AS SHOWN ON THE PLAN, STOCKPILE F S I THE BOTTOM OF THE MBANKMENT OF SWM POND AND ALONG THE SUNSET AVENUE AS SHOWN ON THE PLAN. AS REQUIRED. 2. T PROPOSED BUILDINGS AFTER REMOVING SED11ENT BA 1 3 AL 0 2� GRADE THE AREA AND CONSTRUC IMPROVE EXISTING CHANNELS ALONG THE SUNSET AVENUE (STABILIZE WITH RIP RAP) AND TO THE EA T T SEDIMENT BASIN 1 INTO �TORMWATER MANAGEMENT POND (FINAL GRADING, WATER QUALITY 0 ------ OF SEDIMENT BASIN-1. IMPROVEMENT OF CHANNELS MUST BE INIPLEMENTED DURING A PREDICTED DRY WEEK. CONVER 3. SHOWN ON THE E&S PLAN. TREES AND VEGETATIVE DEBRIS TO AN APPROVED LANDFILL. 0 HOWN ON THE STORMWATER MANAGEMENT PLAN (SHEET 4E) AND STABILIZE THIS AS FEATURES ETWAS S STOCKPILE TOPSOIL AND STABILIZE AS REQUIRED. PROVIDE TREE PROTECTION, REMOVE EXISTING SYSTEM IN PARKING LOTS B&C 3. PLACE STORM WATER MANAGEMENT FEATURES SUCH AS STORMTECH PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE GREATER THAN 3:1 AND 'TABILIZE 4. AND BIOFILTERS. STABILIZED. TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. ALL GRADED AREA WITH 4. REMOVE ALL THE EROSION AND SEDIMENT CONTROL MEASURES AFTER THE SITE IS COMPLETELY /0 ion Sequ N TONE SF Phase-2 Construct ence (Grading Towards Sherwood Manor) Contour Interval=2' PERFORM GRADING (CUT/FILL) ON THE SITE AND CONSTRUCT FILL DIVERSIONS AS SHOWN ON THE Scale V=20' R R \A, -0\P PLAN AND STABILIZE THEM WITH TEMPORARY/PERMANENT SEEDING AND MULCH. CONSTRUCT RETAINING U _� 4", '�TOPAA A.f.\tD I ITIIITIP:q 77 LINE, SANITARY SEWER ETC.) BEFORE/SIMULTANEOUSLY WITH THE GRADING AS SHOWN ON THE PLAN, C� INLETS. 0 20 40 80 2 PLACE INLET PROTECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED OPE MORE THAN 3:1 AND STABILIZE 3. PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SL ALL GRADED AREAS WITH TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. � McKEECARSON I CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ,�A,�,p,LTH Op ROBERT B. MCKEE NO, 77 3 0 0 L '9 tOY A L '-j 7 ll.-� 0 C) ct U 5 hi Revisions: 1. 09/29/06 COUNTY COMI�ENTS 2.11/03/06 COUNTY COMAENTS Scale. 1" = 50, Date: 05/15/06 Project No.: 0609 Designed: BT Checked: RBM mma Sheet No.: 1 37 Of: 5011 General E&S Control Notes: (VI-15: VESCH) . ES-8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 5. SURFACE ROUGHENING (E&S STD, & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES 12. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA 13 STABILIZED. DEVICE, GREATER THAN 3:1. 13. LAYOUT FOR DIVERSION DIKE ALONG ENTRY DRIVE WILL CHANGE DURING CONVERSION ES-9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 6. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUN'FY AND THE ISSUANCE OF SEDIMENT TRAPS TO BIO-RETENTION AREA. SEE SHEET 4A FOR FURTHER DETAILS. PLEASE ES-1, UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP OF A GRADING PERMIT. CONSULT LANDSCAPE ARCHITECT/ENGINEER BEFORE INSTALLING DIVERSION DIKES, SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND IMMEDIATELY. 7. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND 14. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED, SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION REGULATIONS. SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING 15, EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE. AND SEDIMENT CONTROL STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN ES-2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE Notes CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. 16. SEDIMENT BASIN 1 WILL BE CONVERTED TO STORMWATER RETENTION POND WHILE SEDIMENT PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS BASINS 2, 3 & 4 AND SEDIMENT TRAP WILL BE REMOVED AFTER THE COMPLETION OF PHASE 4. DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC ES-3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS FIRST STEP IN LAND CLEARING. IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY, ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. ES-4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS ON THE SITE AT ALL TIMES. NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE 9 ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN ES-5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. STABILIZED FROM FURTHER EROSION. THE OUTLET PIPE OF ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), SEDIMENT BASIN 4 UNDER THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER 10. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE RETAINING WALL TO OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT BE FILLED WITH CONCRETE HV I nr- /ALLU cu W BUILD UP 1114 k�ULVr_n1,D rMLE: rLkJ i 1-11-AUUUM I r1r_ DURING THE REMOVAL OF soon ES-6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 4. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED CULVERTS, SEDIMENT BASIN 4 RIPRAP IDA11111111111111111MIll CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. THE OUTLET SOUTH OF D5() --- D A ---- ----- DETERMINED BY THE PLAN APPROVING AUTHORITY. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER 11. A MINIMUM WATER TAP OF I INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK BASIN 4 IS TO BE TURNED -t5ff T AII_-- - --------------- :. THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION PLYING A WASH HOSE WITH A DIAMETER OF 1.5 INCHES FOR ADEQUATE INTO THE BASIN New ES-7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL DORMANT FOR MORE THAN ONE YEAR. APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FINAL STABILIZATION IS ACHIEVED. FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSES. -------------------------------- ---------------------- *_­� ---------------------- -- ---------- ----- --------- ---------- ------- -- --------- � �F_ P )RI In D IN n I L_ kJ V I L: I VN 0 414 504 +D- (TS 2- L KING t(LOD) - -- ---- ,5 2- T OT isi� A-LE-D -S S W IP W )D 01-- FOO \ � A I -ALL INLE IN PARKING IUJ C I0 AU DC PARKIKG- @CR OF (B IP3 �MU) @P R (EMU) DA -PARKING uo T TS WA �4 - -S S PARKIN -111OT t56 rX D cf) IP3 i-NDA CID / n > /Legend ---- -- & S. STD. & SPEC. NO. 3.01 > X_ - - 554 V\ LL CONSTRUCTION ENTRANCE IT] rTr C� UE Q E. & S. STD. & SPEC. NO, 3.02 M E. & S. STD. & SPEC, NO. 3.03 _X X_ 1 SILT FENCE WITH WIRE SUPPORT 52 E. & S. STD. & SPEC. NO. 3.05-1 I OPI TS A�' STORM DRAIN INLET PROTECTION E. & S. STD. & SPEC. NO. 3,07-1 5 S -Z QI p�l STORM DRAIN INLET PROTECTION E. & S. STD. & SPEC, NO, 3,07-6 S SF I) STORM DRAIN INLTET PROTECTION > NT BASIN C (�B) E. & S, S T D. & SPEC. N 0. 3.14 E. & S. STD. & SPEC. NO. 3.07-8 CULVERT INLET PROTECTION STORMWATER "ONVEYANCE CHAN NE E. & S. STD. & SPEC. NO. 3.08 Le E. & S. S T D. & SPEC. N 0. 3.17 TEMPORARY DIVERSION DIKE < E. & S. STD. & SPEC. NO, 3.09 MULCHING E. & S. S T D. & SPEC, N . 3.3 5 TEMPORARY FILL DIVERSION 0 FD S. STD. & SPEC. NO. 3.10 D I'd M SOIL STABILIZATION BLANKET MATT12 E. & S. STD. & SPEC. NO. 3.36 TEMPORARY SEDIMENT TRAP T. DUST CONTROL E. & S. STD. & SPEC. NO. 3.13 S. STD. & SPEC. N . 3.39 BDC IP3 �'7 OUTLET PROTECTION SURFACE ROUGHNENING SR E. & S. STD. & SPEC. NO. 3.18 & E. & S. S T D. & SPEC. NO. 3.29 t0 ROCK CHECK DAMS E. & S. STD. & SPEC. NOt 3.20 E. & S. S T D. & SPEC. NO. 3.30 TOP SOILING + + TEMPORARY SEEDING TREE PRESERVATION AND PROTECTION E. & S. STD. & SPEC, NO. 3.38 E. & S. S T D. & SPEC. NO. 3.31 2 t LEWL PERMANENT SEEDING LIMIT OF DISTURBANCE TS E. & S. S T D. & SPEC. NO. 3.3 2 DRAINAGE AREA DA S 'F-'EF H 0 0 0 Y-. SE, E N C BF BAFFLE T� :0 -3 Construction Sequence (Building Construction Towards Sherwoo D1 -NI 8 A N K-M N I G ?hase P2 Manor & Grading Towards Sunset Avenue) T) M ITV T RETAIN ALL EROSION AND SEDIMENT CONTROL MEASURES PRESENTED IN PHASE-2. C Tn CONSTRUCT PROPOSED BUILDINGS AND OTHER SITE FEATURES (CLUB HOUSE, BASKETBALL COURT, TENNIS COURT, PARKING LOTS, SIDE WALKS ETC.) AS SHOWN ON THE PLAN. "W4" INSTALL LANDSCAPE FEATURES AS SHOWN ON THE LANDSCAPE PLAN. 0 ItCONVERT SEDIMENT BASIN 3 INTO SEDIMENT BASIN 4 AS SHOWN ON PLAN AND EROSION 4. AND SEDIMENT CONTROL DETAIL SHEETS, I -S S DO CLEAR FOR AND INSTALL SILT FENCE, CONSTRUCT RETAINING WALLS AND PLACE FILL DIVERSION N, ALONG SUNSET AVENUE. STABILIZE THE FILL DIVERSION WITH TEMPORARY SEEDING, MULCH AND EC-2 MATTING. MFORM GRADING (CUT/FILL) ON THE SITE AND CONSTRUCT FILL DIVERSIONS AS SHOWN ON THE 6. PER' U k� F PL N AND STABILIZE THEM WITH TEMPORARY/PERMANENT SEEDING AND MULCH. CONSTRUCT RETAINING WALLS AND INSTALL ALL STORM DRAIN INLETS, STORM DRAINS, AND UNDERGROUND UTILITIES (WATER �,J LINE, SANITARY SEWER ETC,) BEFORE/SIMULTANEOUSLY WITH THE GRADING AS SHOWN ON THE PLAN EXCEPT IN AND AROUND SEDIMENT BASIN 4. PLACE INLET PROTECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED t7. INLETS. ALSO, SEAL ALL THE PROPOSED INLETS IN PARKING LOTS 'B' AND C' UNTIL PARKING LOTS GET STABILIZED /E IPROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 3:1 AND STABILIZE �u TP ALL GRADED AREAS WITH TEMPORARY /PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. -CHANNEL DET DID UTP (�R T/I (b j1\1 TP D i t�t�t A O 2 TONE WALL F R 0 M 9_` TO Phase-4 Construction Sequence (Building Construction Towards Sunset Avenue) INDA 'N ul�_ LOD, \ 11_1� TV E'k S'l wi G r-1/A 1,\1 rA L/ UT A M T) dh' '(OD P BED ELEVY SF I10E-CHANNE W'D I/ T, 0 TED IN PHASE-3. 1. RETAIN ALL EROSION AND SEDIMENT CONTROL MEASURES PRESEN IB 0 VV N S T QN E t P 2. CONS�RUCT PROPOSED BUILDINGS AND OTHER SITE FEATURES (PARKING LOTS, SIDE WALKS ETC.) AS r�OR A DEUTH"'OF FLO�P/ OF T L'_ T 'I F V�'�O N T R R "'E�D /A -EN 3. INSTALL LANDSCAPE FEATURES AS SHOWN ON THE LANDSCAPE PLAN. I v b 0 -'41NEER TO' COOPIDIN P-LACIENIENT) ­4 F) 'T 8 I/ ISHOWN ON THE PLAN. I/-',\A/,ALL, SF . ..... PR t Ph IU U -70 AO i -5 Construction Sequence (SWM Facilities and Rest of the Buildings Phase Construction) Phase-1 Construction Sequence (Site Clearing) TE WORK AND STABILIZATION OF SITE SHOWN IN PHASES-3&4, REMOVE ALL I AFTER COMPLETION OF SI 'THE': EROSION AND SEDIMENT CONTROL MEASURES PLACED IN PHASES-1, 2, 3 & 4 EXCEPT SEDIMENT THE CONSTRUCTION ENTRANCE. CLEAR FOR AND PLACE HAUL ROAD WITH PROPER STABILIZAT 0 . INSTALL THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, DIVERSIO I N N BASIN I AND SILT FENCE ALONG SUNSET AVENUE (SEDIMENT BASINS AND TRAPS ARE NOT TO BE RE OVED ivi 'CLEAR FOR AND INSTALL ALL T BASIN ETC.) AS SHOWN ON THE PLAN. STOCKPILE TOPSOIL AND STABILIZE 0, PLACE THE SILT FENCE AT WITHOUT PERMISSION FROM THE COUNTY EROSION CONTROL INSPECTOR). ALS DIKE, SEDIMENT TRAP, SEDIMEN THE BOTTOM OF -THE EMBANKMENT OF SWM POND AND ALONG THE SUNSET AVENUE AS SHO N ON THE PLAN �1 -Z I2 2, GRADE THE AREA AND CONSTRUCT PROPOSED BUILDINGS AFTER REMOVING SEDIMENT BASIN 3. ALSO, IMPROVE EXISTING CHANNELS ALONG THE SUNSET AVENUE (STABILIZE WITH RIP RAP) AND TO THE EAST SEDIMENT BASIN 1 INTO -TORMWATER MANAGEMENT POND (FINAL GRADING, OU Y DI/VER-1 f �_) TORMWATER MANAGEMENT PLAN (SHEET 4E TABLZE THIS As V --,I NG BERM. (DIVER�, CONVERT WATER ALI r OF SEDIMENT BASIN-1. IMPROVEMENT OF CHANNELS MUST NE IMPLEMENTED DURING A PREDICTED DRY WEEK. FEATURES ETC.) AS SHOWN ON THE S AND S 11 TINr 3 HOWN ON THE E&S PLAN. S r PIIENT B V 0 PROVIDE TREE PROTECTION, REMOVE EXIS TREES AND VEGETATIVE DEBRIS TO AN APPROVED LANDFILL. --- --- -OU[IRED. STOCKPILE TOPSOIL AND STABILIZE AS RE TERS. 3. PLACE STORM WATER MANAGEMENT FEATURES SUCH AS STORMTECH SYSTEM IN PARKING LOTS B&C 4. ER THAN 3:1 AND 'TABILIZE AND BIOFIL PROVIDE URFACE ROUGHENING ON GRADED AREAS WITH A SLOPE GREATC: RAIDED AREA WITH TEMPORARY/PERMANENT SEEDING AND MU S SHOWN ON P 0 STABILIZEU. Phase-2 Construction Sequence (G-Tading Towards Sherwood Manor) IALL G LCH A THE LAN]. T CONTROL MEASURES AFTER THE SIT' IS COMP ETELY 4. REMOVE Al I THE EROSION AND SEDIMEN P NKE'I JF - 30' B -TONE rn' P LO TONE PERFORM GRADING (CUT/FILL) ON THE SITE AND CONSTRUCT FILL DIVERSIONS As SHOWN ON THE ET D. 5 0 PLAN AND STABILIZE THEM WITH TEMPORARY/PERMANENT SEEDING AND MULCH. CONSTRUCT RETAINING BEAN RIK-R)�P z-, 1z n TORM DRAINS, AND UNDERGROUND UTILITIES (WATER Scale 1"=50' Contour Interval=2' WALLS AND INSTALL ALL STORM DRAIN INLETS, S tLINE, SANITARY SEWER ETC.) BEFORE/SIMULTANEOUSLY WITH THE GRADING AS SHOWN ON THE PLAN. PLACE INLET PROTECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED 2. INLETS. /3. PROVID 200 0 50 100 S SHOWN ON THE PLAN. E SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 3:1 AND STABILIZE ALL GRADED AREAS WITH TEMPORARY/PERMANENT SEEDING AND MULCH A, Y McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. j\L T H 0p ROBERT B. MCKEE a6NO 1�7 b6 U co oz UD 0 Revisions: 1. 09/29/06 COUNTY CONMNTS 2,11/03/06 COUNTY COMWNTS Scale: 1" = 50, Date: 05/15/06 Project No.: 0609 Designed: BT Checked: REIM I I Sheet No.: I I 1 38 Of: I General E&S Control Notes: (VI-15: VESCH) E S 8, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 5. SURFACE ROUGHENING (E&S STD, 8, SPEC, 3.29) SHALL BE PROVIDED ON ALL SLOPES 12. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED. - DEVICE. GREATER THAN 3:1. 13. LAYOUT FOR DIVERSION DIKE ALONG ENTRY DRIVE WILL CHANGE DURING CONVERSION ES-9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 6. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE OF SEDIMENT TRAPS TO BIO-RETENTION AREA. SEE SHEET 4A FOR FURTHER DETAILS, PLEASE ES-1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUNTY AND THE ISSUANCE CONSULT LANDSCAPE ARCHITECT/ENGINEER BEFORE INSTALLING DIVERSION DIKES, SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE OF A GRADING PERMIT. TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND IMMEDIATELY, 14. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED, SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION 7. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND AND SEDIMENT CONTROL REGULATIONS. SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING 15. EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE. Notes STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN ES-2, THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. 16. SEDIMENT BASIN I WILL BE CONVERTED TO STORMWATER RETENTION POND WHILE SEDIMENT PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND BASINS 2, 3 & 4 AND SEDIMENT TRAP WILL BE REMOVED AFTER THE COMPLETION OF PHASE 4. DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC ES-3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, FIRST STEP IN LAND CLEARING. IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. ES-4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS ON THE SITE AT ALL TIMES. NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE 9 ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN ES-5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED, STABILIZED FROM FURTHER EROSION. THE OUTLEF PIPE OF ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), SEDIMENT BASIN 4 UNDER THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER 10. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE RETAINING WALL TO OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT OLIA1 I Kl(-)T OC: Al I nkA/C:n Tn 0"11 n "D INI f'"I %/COTO 01 r_1r1V I\lr' Cnr= M T _�i If, BE FILLED WITH CONCRETE ES-6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 4. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED CULVERTS. DURING THE REMOVAL OF SEDIMENT BASIN 4 RIPRAP ------------------- 7 --------- OOD CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION As AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. -THE OUTI ET SOUTH OF J.- 3 ----- DETERMINED BY THE PLAN APPROVING AUTHORITY. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER 11, A MINIMUM WATER TAP OF I INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK D 5 Q­ 4� ----------- THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION QUATE B,�SIN 4 is TO BE _l­UR`NFD Tj-r_-L5ETAIL-., SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5 INCHES FOR ADE -OF-WAY ---- - -- _--RIGHT quE T__AJL_ - ES-7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT CONSTANT PRESSURE, WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN INTO THE BASIN ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL DORMANT FOR MORE THAN ONE YEAR. APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FINAL STABILIZATION IS ACHIEVED. FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSES. -------- ------------- ...... 0 --------------- `\ % ­,< - ----------- --------- 0- R. ---------- --------------- ------ 0 DEDIC'A 12 R/W C� U ELC /01 0or ... ifi� V_ X-7 L P- - - - - - - - - - - - - - - - - - - - - - -W ArT- ff E /77 7:' x7--_ �t __7­ / X 8F. ­7 A 67 7_7­ ., , p., _X_ t E-, V7 X 7L F 5. 8 0 -P4� 0 4 -S �5 0 2- &,,"M N� r-T.M (SIDF ­ , ":.-- A A 100 S, _7 F �� ni V_,/7 f § -g C) oco 6* 01 D `2� I t 1;,�,�!--,��_'­'z'4, D N A -0-5 1 PC-, j IP VIM 1_9 Z, 0 00D J TV If A., -2 N n x 0. Q�p k Nz V, X J P$ "0' 111211 11111"", `212- N 50 `,0i'1"1..1�,1,§, 3 41 � 1 11 - `� Ir 7� ­10 Lo�. OSF 7R.: Sk --- ---- --- UA SF BAFFLE -77-1P, --- ---- Phase-3 Construction Sequence (Building Construction Towards Sherwood ,,�J r', E Manor & Grading Towards Sunset Avenue) d �I E T, TAiN .4, -2. RETAIN ALL EROSION AND SEDIMENT CONTROL MEASURES PRESENTED IN PHASE 3 \X -ATURES (CLUB HOUSE, BASKETBALL COURT, 2. CONSTRUCT PROPOSED BUILDINGS AND OTHER SITE F S ETC.) AS SHOWN ON THE PLAN. TENNIS COURT, PARKING LOTS, SIDE WALK I ON NIN up 5i6 3. INSTALL LANDSCAPE FEATURES AS SHOWN ON THE LANDSCAPE PLAN, CONVERT SEDIMENT BASIN 3 INTO SEDIMENT BASIN 4 AS SHOWN ON PLAN AND EROSION AND SEDIMENT 4. 7 CONTROL DETAIL SHEETS. NV'! T FENCE, CONSTRUCT RETAINING WALLS AND PLACE FILL DIVERSION 5. CLEAR FOR AND INSTALL SIL LONG SUNSET AVENUE. STABILIZE THE FILL DIVERSION WITH TEMPORARY SEEDING, MULCH AND EC-2 FING. if MAT \TS) DC PERFORM GRADING (CUT/FILL) ON THE SITE AND CONSTRUCT FILL DIVERSIONS AS SHOWN ON THE t PLAN AND STABILIZE THEM WITH TEMPORARY/PERMANENT SEEDING AND MULCH. CONSTRUCT RETAINING F- fs, WALLS AND INSTALL ALL STORM DRAIN INLETS, STORM DRAINS, AND UNDERGROUND UTILITIES (WATER LINE, SANITARY SEWER ETC.) BEFORE/ SIMUL TANEOU'S1 Y WITH THE GRADING AS SHOWN ON THE PLAN EXCEPT IN /!7 AND AROUND SEDIMENT BASIN 4. fill ---- -- 'R -T PROTECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY A -TER INSTALLATION OF PROPOSED 7. PLACE INL 1p Ij.; V k� I V 1- STABILIZED if:: X 1 PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 3:1 AND STABILIZE 'T TP ALL GRADED AREAS WITH TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. 'PIP, ---f) 6�: 4 0 4 P, - 4 7, INLETS. ALSO, SEAL.ALL THE PROPOSED INLETS IN PARKING LOTS 'B' AND 'C' UNTIL PARKING LOTS GET w yl P,X,/, 11v J 0 DETAIL,o STONE' 2"�,\ ­�T WALL. T 0 1 I iL /A ( U�D FROM BED/11:-L-EVAI '61P -4 Construcdon Sequence (Building Construction Towards Sunset Avenue) NU Phase Lkl\IDA 1)(Dr\1 1-0 B,E:, VAll T N 6 BELQ_ F3ED ELE�XA .10 J allD -x W DTFJ II�F-CHANN 7 r 0 -.-P cp 21- C N'I '--A'A C TO f 4-1 1. RETAIN ALL EROSION AND SEDIMENT CONTROL MEASURES PRESENTED IN PHASE-3. F", (D 5 0 �11 72�- _N 8 --Or 'FLO / OF i 2. CONSTRUCT PROPOSED BUILDINGS AND OTHER SITE FEATURES WARKING LOTS, SIDE WALKS ETC.) As 0 '-'OR A DE T, If "'I - r 1: R I P,:R A If �O�j B P, r T ARMOR SLOP �jll I., '(�OiNTRAC SHOWN ON THE PLAN. /* ��IAT LEAST11 FT/* -\T OFR _3p ­0 C, f �?PNG 1­1 V t 'Ll ////// , C( P L 3. INSTALL LANDSCAPE FEATURES AS SHOWN ON THE LANDSCAPE PLAN, 0 T/ T A_'T­-ENI_-�,INEER T 0' 1,11V '(:WT 'y J I� 0 1\1 )ORDINFIE CEN1 E N T) !Jz A D VVA V r8 F �7 -7 " �,A Vo A - - - - - - - - - ..... .... Legend �LO SAFETY FENCE _X_ - - ---- - -- E. & S. STD. & SPEC. NO. 3.01 �'4 CONSTRUCTION ENTRANCE CE ........... & S. STD. & SPEC. NO. 3.02 7"-7, 4Q LL N, Wr�7777_e V, 0, K, CONSTRUCTION ROAD STABILIZATION '2 E. & S. STD. & SPEC. NO. 3.03 R. it."Z r SILT FENCE WITH WIRE SUPPORT r 2..-Mm > E. & S. STD. & SPEC. NO. 3.05 tL STORM DRAIN INLET PROTECTION �00 - W 605, E. & S. STD. & SPEC. NO. 3.07-1 CD STORM DRAIN INLET PROTECTION E. & S. STD. & SPEC. NO, 3,07-6 'N STORM DRAIN INLTET PROTECTION E, & S. STD. & SPEC, NO. 3.14 n, STORMWATER CONVEYANCE CHA ­4 TEMPORARY SEDIMENT BASIN E. & S. STD. & SPEC. NO. 3.07-8 R, N 31 X _J CULVERT INLET PROTECTION < NNEL8 E. & S. STD. & SPEC. NO. 3.08 -7 L9 E. & S. S T D. &SPEC. NO. 3.17 TEMPORARY DIVERSION DIKE -71 IL -.z MULCHING E. & S. STD. & SPEC. NO. 3.09 pa), E. & S. S T D. & SPEC. NO. 3.35 E) r TEMPORARY FILL DIVERSION ',-n, E. & S. STD. & SPEC. NO. 3.10 N� SOIL STABILIZAFION BLANKET MATT IN E. & S. S T D. & SPEC. NO. 3.36 0 TEMPORARY SEDIMENT TRAP DUST CONTROL E. & S. S T D. & S P E C. N 0, 3.13 OD (DC) W X T_\ �0 Z E. & S, S T D. & SPEC, NO. 3.39 P 2A I /F �,9 SE 61) OUTLET PROTECTION SURFACE ROUGHNENING E, & S. S T D. & S P E C. N 0. 3.18 �3 E. & S. S T D. & SPEC. NO. 3.29 PR310 ROCK CHECK DAMS N, V TOP SOILING IPA V r X E, & S. S T D. & SPEC. NO. 3.30 < IL, \1 E. & S, STD. & SPEC. NO. 3.20 '(6F) TREE PRESERVATION AND PROTECTION + + TEMPORARY SEEDING E. & S. STD. & SPEC. NO. 3.38 CS )F' . . . . . . 6, 1_2�!�""�'. E. & S. S T D. & S P E C. N 0. 3.31 2- _A VX PERMANENT SEEDING LIMIT OF DISTURBANCE ­L� 4J, E. & S. S T D. & SPEC. NO. 3.3 0 RPS 2 X", CD) '�;`,T(CR C Phase-5 Construction Sequence (SWM Facilities and Rest of the Buildings Construction) 4v �/�,O 'J Phase-1 Construction Sequence (Site Clearing) c), TION OF SIT' SHOWN IN PHASES-3&4, REMOVE ALL 1 AFTER COMPLETION OF SITE WORK AND STABILIZA SION AND SEDIMENT CONTROL MEASURES PLACED IN PHASES-1, 2, 3 & 4 EXCEPT SEDIMENT INSTALL THE CONSTRUCTION ENTRANCE. CLEAR FOR AND PLACE HAUL ROAD WITH PROPER -STABILIZATION. THE EROS C) . I., CLEAR FOR AND INSTALL ALL THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, DIVER -ION BASIN 1 AND SILT FENCE ALONG SUNSET AVENUE (SEDIMENT BASINS AND TRAPS ARE NOT TO BE REMOVED CO Z) WITHOUT PERMISSION FROM THE COUNTY EROSION CONTROL INSPECTOR). ALSO, PLACE THE SILT FENCE AT DIKE, SEDIMENT TRAP, SEDIMENT BASINS ETC.) AS SHOWN ON THE PLAN, STOCKPILE TOPSOIL AND STABILIZE THE BOTTOM OF THE EMBANKMENT OF SWM POND AND ALONG THE SUNSET AVENUE AS SHOWN ON THE PLAN 2. GRADE THE AREA AND CONSTRUCT PROPOSED BUILDINGS AFTER REMOVING SEDIMENT BASIN 3. ALSO, 2, C STABILIZE WITH RIP RAP) AND To THE EAST CONVERT SEDIMENT BASIN 1 INTO STORMWATER MANAGEMENT POND (FINAL. GRADING, WATER QUALITY D It -,�- 1 1. 1 , , 1, 1 - 1 11 "1 ­1 FEATURES ETC.) AS SHOWN ON THE STORMWATER MANAGEMENT PLAN (SHEET 4E) AND STABILIZE THIS As CHANNELS MUST BE IMPLEMENTED DURING A PREDICTED DRY WEEK. IN G, B E R NI (D I V-E \J �A R IMPROVE EXISTING CHANNELS ALONG THE SUNSET AVENUE 0 0V E R T R UNC) OF SEDIMENT BASIN-1. IMPROVEMENTS Of -P S(`� -0fiVIENT Lbo' TABILIZE AS REQUIRED. W1 3. PLACE STORM WATER MANAGEMENT FEI A ITURES SUCH AS STORMTECH SYSTEM IN PARKING LOTS B&C __0 TO AN APP OVED LANDFILL. PROVIDE TREE PROTECTION, REMOVE EXISTING TREES AND VEGETATIVE DEBRIS A 0 Q1�4AININEI 3 SHOWN ON THE E&S PLAN. STOCKPILE TOPSOIL AND S /U WITH A SLOPE GREATER THAN 3:1 AND STABILIZE i-N 4. /y AND BIOFILT`­RS. t\ PROVIDE SURFACE ROUGHENING ON GRADED AREA�') r _1 T< o, C�) ALL GRADED AREA WITH TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. 4. REMOVE ALL THE EROSION AND SEDIMENT CONTROL MEASURES AFTER THE SITE IS COMPLETELY V r STABILIZED. 0- Phase-2 Construction Se uence (Grading Towards Sherwood Manor) /@F 0' BLA /0 NKET F 7�-_ XI, Rv--RAP A, 7', E 0 S T 0 N LI A N��! E T L D'� 0 PERFORM GRADING (CUT/FILL) ON THE SITE AND CONSTRUCT FILL DIVERSIONS As SHOWN ON THE I IT- RA P I�ON, R B R 0 W N\- C'\ S, PLAN AND STABILIZE THEM WITH TEMPORARY/PERM ANENT SEEDING AND MULCH. CONSTRUCT RETAINING Sciale 11"=50' Contour Interval=2' _11LITIES (WATER WALLS AND INSTALL ALL STORM DRAIN INLETS, STORM DRAINS, AND UNDERGROUND U1 LINE, SANITARY SEWER ETC.) BEFORE/SIMULTANEOUSLY WITH THE GRADING AS SHOWN ON THE PLAN. k; V" TALLATION OF PROPOSED 2 PLACE INLET PROTECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY AFTER INS q INLETS. X 0 50 100 200 3. C: N IZE PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 3:1 A D STABIL ALL GRADED AREAS WITH TEMPORARY/PERMAiNIENT SEEDING AND MULCH AS SHOWN ON THE PLAN. eA McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field po onceps, ,r, ,NLTH op ROBERT B. MCKEE N 0 78 oz g U al Revisions: 1. 09/29/06 COUNTY COMMENTS 2.11/03/06 COUNTY COMMENTS Scale: 1" = 50, Date: 05/15/06 Project No.: 0609 Designed: BT Checked: RBM Sheet No.: 39 Of: 5011 0 General E&S Control Notes: VESCH) . (VI-15: ES-8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 5. SURFACE ROUG HENING (E&S STD. & SPEC. 3,29) SHALL BE PROVIDED ON ALL SLOPES 12. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED. DEVICE. GREATER THAN 3:1. 13. LAYOUT FOR DIVERSION DIKE ALONG ENTRY DRIVE WILL CHANGE DURING CONVERSION Es-9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 6. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE OF SEDIMENT TRAPS TO BIO-RETENTION AREA. SEE SHEET 4A FOR FURTHER DETAILS, PLEASE ES-1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUNTY AND THE ISSUANCE CONSULT LANDSCAPE ARCHITECT/ENGINEER BEFORE INSTALLING DIVERSION DIKES. SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE OF A GRADING PERMIT. TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND IMMEDIATELY. 7. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND 14. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED. SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS, SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING 15, EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE. Notes STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN ES-2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. 16. SEDIMENT BASIN 1 WILL BE CONVERTED TO STORMWATER RETENTION POND WHILE SEDIMENT PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS BASINS 2, 3 & 4 AND SEDIMENT TRAP WILL BE REMOVED AFTER THE COMPLETION OF PHASE 4. DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC ES-3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, FIRST STEP IN LAND CLEARING, IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. ES-4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS ON THE SITE AT ALL TIMES. NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE 9 ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN ES-5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. STABILIZED FROM FURTHER EROSION, ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE 3, EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER 10. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT SHALL NO I BE ALLOVVED I U bUILU Ul' 11\1 UULVth I ��, bLOCKING FREE �-LU I HROUGH I HE ES-6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 4, PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED CULVERTS. CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS ------------- --------- 0 ------- AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE @ DETERMINED BY THE PLAN APPROVING AUTHORITY. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER 11. A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM I INCH BALLCOCK - --------- ------------ THE I PLYING A WASH HOSE WITH A DIAMETER OF 1.5 INCHES FOR ADEQ, THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCT ON \NCE VTE ES-7, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ACTIVITY, PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BELEFT CONSTANT PRESSURE, WASH WATER MUST BE -,CARRIED- WAY- FROM -ENTR� ()P DORMANT FOR MORE THAN ONE YEAR. �EMGVE -�SEDIMEN-1- -ALL ED.IMENT--SH_ALL BE-,�RE' C ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL -A PROVED SETTLING AREA-'---TQ F 1 1 ---S --DRAINS-, -DIT_CHE�S/ ORLf,��ATER -CQ SES,, -------- - FINAL STABILVATION IS ACHIEVED._ _X OMI ENNERING _TORM - - I.- ___ . ___ .--- __ .--.: �__ --------- ----- ------ --------- ------ ----------- I ------------ ----------- DEDIC'ATJ:_iD PUBLIC R/W ......... k ----------- 7 ------- --------- - - ------- F L DGJT1 -BL­D 21 81DG.21 B L D .2f `213 TYP_E�.. \�j, -E--Vi- 2,A YPE V11 T� P A BLDG 1Z B �Q,G. 16, -2A-- 2A 2A' 2E� 2B -213 2B 2A G. 213 BLD'G.8 2A 2A B'LP .21 G D Y P V T E V BLDG-.6 -7 BLD 7- Bt_�' DG.7' --BLDG IYPE IV BLDG.6 G.6 BI DG.�- BLDG.8- --BLDG..,8, BLD 3 BLDG.13 BLDG'A� BLbG B'LP TYPE \,IV TYPE I T�P�E'IV TYPE V TYPE V �YPE'I _Q BL B'LP .13 YPE v V,, TYPE IV T'YP-F--IV TYPE IV TYFE TYP_ TYPE 111 Ty,p TYPE TYPE VII TYPE _VII__ VI TYPE -7 F C, F i3 2A - - - - - - - - - - 0� BLDG.5 BLDG,9 QLDG.i-7 BLDG.20t L T Y PS. ff FE-W_ XPE f ---T-YPE -1 ky FIE IX R 3 37 2A B'LDG.9 -BLOG.12 3 BLDG 5 _BW6.20 TYPEJ I X BCDGA TYPE -TYPE IX, G- -BLDG, BLDG 9 9LD-G.20 �55 17 TYPEIX TY PE IX TY )PROPOSED /E'N'J �NGE M'0UNTAINWOOD_.A RTMf f Yi�E 2A 3 3% BLD( BLDG -BLE TYP13-,0 _YP E BLEid TYPE VI IX 2A 3 BLDG.11 -TYPE IX TYPE V E: A- L I TYPE I X TYPEIX 562 IL TYP 3 3 3 . .... .... 3 Legend BCDIG-.4-- BLDGA BLDGA 2b ___2 b 2 B 2 B 2B BLDG.18 BLDG.19 Bl. .-bLUG.11 TYPE XI TYP XI I X BLDG.14 131-6614., 3LDG.15 BLDG.15 BLDG.1 T-Y-P I X I Yplz 1A TYPE I X S E YPE It S TYPE [I.. TYPE It- T TYPEII TYPE 11 TYP L SM E. & S, STD. & SPEC. NO. 3.01 _X_ E. & S, STD. & SPEC. NO, 3.02 2Q0 CONSTRUCTION ENTRANCE Y_ CONSTRUCTION ROAD STABILIZATION oE. & S. STD. & SPEC. NO, 3.03 SILT FENCE WITH WIRE SUPPORT E. & S. STD. & SPEC. NO. 3.05-1 ­3 3 3 3 3 3\ BLDG.23 BLDG.23 B _2(DGi.2' 3 'DG.23 DRAIN INLET PROTECTION -A _YPE XII pr-,,,Xli TYPE XII 'T-Y P E X11 T QPSTORM DRAIN INLET PROTECTION E. & S. STD. & SPEC, NO. 3.07-6 CLUBHOUSE STORM DRAIN INLTET PROTECTION TEMPORARY SEDIMENT BASIN E. & S, STD. & SPEC, NO. 3.07-8 C) E. &S. STD. & SPEC. NO.3,14 YANCE CHANNE S. STD. & SPEC. NO. 3.08 C E. & S. STD. & SPEC. NO. 3.17 0' cip CULVERT INLET PROTECTION "0 L H I y f-- K I I TEMPORARY DIVERSION DIKE E. & S. STD. & SPEC. NO. 3.09 MULCHING MU E. & S. STD. & SPEC, NO. 135 E _IX-_ Y FILL DIVERSION 9A 'B.�D E. & S. STD. & SPEC, NO. 3.10 SOIL STABILIZATION BLANKET E. & S. STD. & P C. N 3.36 3 OF TEMPORARY SEDIMENT TRAP U. 3,, DUSTCONTROL E. & S, STD, & SPEC. NO. 113 IX N E, & S, STD. & SPEC. NO. 3.39 Vill OUTLET PROTECTION SURFACE ROUGHNENING E. & S. S T D. & S P E 0. N 0. 3.18 Y E E. & S. STD. & SPEC, NO. 3.29 ROCK CHECK DAMS X A _U JA F., 77� R �213 RI _$WM FOND' TOP SOILING E. & S. STD. & SPEC. NO, 3.20 E. & S, STD. & SPEC. NO. 3.30 TREE PRESERVATION AND PROTECTION + + rb TP E. & S. STD. & SPEC, NO. 3.38 TEMPORARY SEEDING E. & S, STD. & PEC, NO. 3.31 LU DISTURBANCE LIMIT OF PERMANENT SEEDING B`LDG.2� Ps nA E. & S, STD. & SPEC. NO. 3.32 VOLLEYBALL\ (�OUR F 7 1 01;. 'A T Y�E V I I I`,\ BF BAFFLE 0 0 0 _T_ -3 Construction Sequence (Building Construction Towards Sherwood Phase B� TYPE, V�I Manor & Gra ling Towards Sunset Avenue) RETAIN ALL EROSION AND SEDIMENT CONTROL MEASURES PRESENTED IN PHASE-2. /Y _ILI 2. CONSTRUCT PROPOSED BUILDINGS AND OTHER SITE FEATURES (CLUB HOUSE, BASKETBALL COURT, -7Z TENNIS COURT, PARKING LOTS, SIDE WALKS ETC.) AS SHOWN ON THE PLAN. -CO 51 i % 3. INSTALL LANDSCAPE FEATURES AS SHOWN ON THE LANDSCAPE PLAN. \N 4 CONVERT SEDIMENT BASIN 3 INTO SEDIMENT BASIN 4 AS SHOWN ON PLAN AND EROSION AND SEDIMENT L IV' CONTROL DETAIL SHEETS. A, 4� �0, 7?7, 4 48 �J .... ... ---- - - 4 7 --------------------- __1 I I/- _­ \ I CLEAR FOR AND INSTALL SILT FENCE, CONSTRUCT RETAINING WALLS AND PLACE FILL DIVERSION ALONG SUNSET AVENUE. STABILIZE THE FILL DIVERSION WITH TEMPORARY SEEDING, MULCH AND EC-2 V if MATTING. 6 PERFORM GRADING (CUT/FILL) ON THE SITE AND CONSTRUCT FILL DIVERSIONS AS SHOWN ON THE TE, pi At\i ANin (ZTAP11 t7P T�4PNA WITH TEMPORARY/PERMANENT SEEDING AND MULCH CONSTRUCT RETAINING TENNIS WALLS AND INSTALL ALL STORM DRAIN INLETS, STORM DRAINS, AND UNDERGROUND UTILITIES (WATER LINE, SANITARY SEWER ETC.) BEFORE/SIMULTANEOUSLY WITH THE GRADING AS SHOWN ON THE PLAN EXCEPT IN ;7 AND AROUND SEDIMENT BASIN 4. 7. PLACE INLET PROTECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED 91, INLETS. ALSO, SEAL ALL THE PROPOSED INLETS IN PARKING LOTS 'B' AND 'C' UNTIL PARKING LOTS GET STABILIZED PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 3:1 AND STABILIZE ALL GRADED AREAS WITH TEMPORARY/ PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. V'\ 94 -4 Construcdon Sequence (Building Construction Towards Sunset Avenue) f Phase D RETAIN ALL EROSION AND SEDIMENT CONTROL MEASURES PRESENTED IN PHASE-3. H -ED BUILDtNGS AND OTHER SITE FEATURES (PARKING LOTS, SIDE WALKS ETC.) AS 2� CONSTRUCT PROPOS /////f/ SHOWN ON THE PLAN. //4, _J 3. INSTALL LANDSCAPE FEATURES AS SHOWN ON THE LANDSCAPE PLAN. _Q_ 0 Al -5 Construction Sequence (SWM Facilities and Rest of the Buildings T U I- - i 11 Phase Z_ C� Construction) Phase-1 Construction Sequence (Site Clearing) Q) "N 1, J) 'IN Q AFTER COMPLETION OF SITE WORK AND STABILIZATION OF SITE SHOWN IN PHASES-3&4, REMOVE ALL THE EROSION AND SEDIMENT CONTROL MEASURES PLACED IN PHASES-1, 2, 3 & 4 EXCEPT SEDIMENT ..... ---- ----- u INSTALL THE CONSTRUCTION ENTRANCE, CLEAR FOR AND PLACE HAUL ROAD WITH PROPER STABILIZATION. C) I ASIN I AND SILT FENCE ALONG SUNSET AVENUE (SEDIMENT BASINS AND TRAPS ARE NOT TO BE REMOVED co k B CLEAR FOR AND INSTALL ALL THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, DIVERSION WITHOUT PERMISSION FROM THE COUNTY EROSION CONTROL INSPECTOR). ALSO, PLACE THE SILT FENCE AT to DIKE, SEDIMENT TRAP, SEDIMENT BASINS ETC.) AS SHOWN ON THE PLAN. STOCKPILE TOPSOIL AND STABILIZE THE BOTTOM OF THE EMBANKMENT OF SWM POND AND ALONG THE SUNSET AVENUE AS SHOWN ON THE PLAN. J AS REQUIRED. v 2. IMPROVE EXISTING CHANNELS ALONG THE SUNSET AVENUE (STABILIZE WITH RIP RAP) AND TO THE EAST 2. GRADE THE AREA AND CONSTRUCT PROPOSED BUILDINGS AFTER REMOVING SEDIMENT BASIN 3. ALSO, 0 MWATER MANAGEMENT POND (FINAL GRADING, WATER QUALITY OF SEDIMENT BASIN-1. IMPROVEMENT OF CHANNELS MUST BE IMPLEMENTED DURING A PREDICTED DRY WEEK. CONVERT SEDIMENT BASIN I INTO STOR -:0 FEATURES ETC.) AS SHOWN ON THE STORMWATER MANAGEMENT PLAN (SHEET 4E) AND STABILIZE THIS AS 3. PROVIDE TREE PROTECTION, REMOVE EXISTING TREES AND VEGETATIVE DEBRIS TO AN APPROVED LANDFILL. SHOWN ON THE E&S PLAN. X STOCKPILE TOPSOIL AND STABILIZE AS REQUIRED. 3, PLACE STORM WATER MANAGEMENT FEATURES SUCH AS STORMTECH SYSTEM IN PARKING LOTS B&C "Ac 4. AND BIOFILTERS. PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE GREATER THAN 3:1 AND STABILIZE ALL GRADED AREA WITH TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. _7 4, REMOVE ALL THE EROSION AND SEDIMENT CONTROL MEASURES AFTER THE SITE Is COMPLETELY X ,(j ing Tow STABILIZED. equence (Grad ar A PERFORM GRADING (CUT/FILL) ON THE SITE AND CONSTRUCT FILL DIVERSIONS AS SHOWN ON THE Phase-2 Construction S ds Sherwood Manor) PLAN AND STABILIZE THEM WITH TEMPORARY /PERMANENT SEEDING AND MULCH, CONSTRUCT RETAINING Scale 1"=50' Contour Interval=2' <Z WALLS AND INSTALL ALL STORM DRAIN INLETS, STORM DRAINS, AND UNDERGROUND UTILITIES (WATER LINE, SANITARY SEWER ETC.) BEFORE/SIMULTANEOUSLY WITH THE GRADING AS SHOWN ON THE PLAN. 2 PLACE INLET PROTECTIONS, AS SHOWN ON THE PLAN, IMMEDIATELY AFTER INSTALLATION OF PROPOSED J 200 z INLETS. 71 - --- 3, PROVIDE SURFACE ROUGHENING ON GRADED AREAS WITH A SLOPE MORE THAN 3:1 AND STABILIZE 0 50 100 ALL GRADED AREAS WITH TEMPORARY/PERMANENT SEEDING AND MULCH AS SHOWN ON THE PLAN. �,17_77 McKEECARSON � CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ,e,NLTH Op por '7� ROBERT B. MCKEE N L W4 0 Revisions: 1. 09/29/06 COUNTY COMMENTS 2.11 /03/06 COUNTY COMMENTS Scale: 1" = 50, Date: 05/15/06 Project No.: 0609 Designed: BT Checked: RBM Oman I Sheet No.: 11 40 Of: I CONSULTING ENGINEERS LANDSCAPE ARCHITECTS -DRAINAGE SWALE LAND PLANNERS DIRECTS FLOW 1. SET POSTS AND EXCAVATE A 4"X4" 2: STAPLE WIRE FENCING TO THE POSTS. TO SEDIMENT TRENCH UPSLOPE ALONG THE LINE 2 X 4" WOOD FRAME CLASS I RIP RAP - BASIN OF POSTS. - i~ 301 EAST HIGH STREET 3" BM 2 ASPHALT ,::.■:� � �� --�� WITH GRATE t: 4 - I IF 1Q' MAX. � I � � INVERT PIPE CHARLOTTESVILLE, VA 22902 70 TOP COURSE o9 RIPRAP HEADWALL 34 979-7522 7-1194 2/° EXISTING �•�•••� 1.5' MAX._ FRAME VDOT #3, #357, OR #5 wwwfinekee arson.com / Ntw Now L < , , COARSE AGGREGATE //\�\��\%\��\j '- ::, :.:..: \ PAVEMENT 1 I �' �_ / I ��� ��� �--- J \ Kll��/\�//\\�j��/\ \ 6" 21A AGGREGATE �' I � /- � 1 ..� Q Q Q SEDIMENT STORAGE AREA ° �//%\� \ /i.. /i\ \ \ �i\�D/i\�\��� \ ..�\r� BASE � (i I / -_ \\ _i__ '- c FILTER --� /� /� I ( 0 3' MIN. I ���-/ �_ = / 6" MIN. ( I, I . / . w' CLOTH -� � �� � I' ( � / - IIII -� � � � �� � �j IIII �� I I � < < I � / / reserves iMcKee s commonrson and Field law copyright Concepts, ht andtother 0 SECTION A -A EX. CURB OR �' � / GATHER � I ,-i pig -- . property rights in these drawings. All ideas, EDGE OF C-�� - _ __� EXCESS �/ / ' - PAVEMENT - r- III U �-- -----� �� AT CORNERS / designs, sections, details, and plans are the ` ' / property of McKee Carson and Field Sport L. �- I 70' MIN. ASPHALT PAVED /� I Concepts, Ltd. These tans are not to be ASHRACK ` - - IIII ,,' IIII"" + \ \ P P N FLOW PERSPECTIVE VIEWS reproduced, changed, or copied in any B IIIII(� jJlllf 4 PERSPECTIVE VIEW form or manner whatsoever, nor are the MUST EXTEND* STAKE y ���/�\// • ' •.' '1. • ' - • FULL WIDTH OF to be assigned to any third party without 2%. INGRESS AND 3. ATTACH THE FILTER FABRIC TO THE 4. BACKFILL AND COMPACT THE * STORAGE REQUIREMENTS EQUIVALENT TO THAT OF TEMPORARY SEDIMENT TRAP, STD. & SPEC. 3.13 �/% 2�- Z 2% ' r ' • . WIRE FENCE AND EXTEND IT INTO THE EXCAVATED SOIL, first obtaining the express permission and A �I A EGRESS TRENCH. PERSPECTIVE VIEW FABRIC I ` 67 C.Y./ACRE WET STORAGE (BELOW BASE OF STONE) consent of either McKee Cars r E {{ � 67 C.Y./ACRE DRY STORAGEMASE OF STONE TO TOP OF STONE BERM) On O leld �- OPERATION \�1 � I. . ' . EXISTING Sport Concepts, ltd. PAVEMENT B POSITIVE DRAINAGE I, d / �- I � PIPE INVERT 11 _ 1' MIN. TO SEDIMENT ( i ' � F� ��•� �� ' �, s �'�- 1I I- „ II TRAPPING DEVICE /� / � C �o J A III - � - CLASS I RIPRAP HRIPRAP EADWALL TH PLAN VIEW /� v III( / � v IIII ' v VDOT #3, #RSE GROUND � 0p / �_ � � OR #5 COARSE t' � AGGREGATE c �� _ �/ - 00 ELEVATION OF STAKE AND 1, 2, �� ��- (- FLOW / I I= �j FABRIC ORIENTATION DETAIL A \ \, �� 12' MIN r / - AREAS TO BE �i /// /�//// ROBE T B. MCKEE 1i„ ///` (CURT, DISTURBED D //\\�\�//� ' NO. 7 83 2 /° _ _ + �\ /\ :. / FILTER III - -`III I I ! : :-J ^ %%\/\ 49 ..:.:.:oo .o.,•o:.. ... ;:•':: .. o::•;::.<o :,:o, .:::.: \ \/\// CLOTH ETC:f ti \ \\ O \\ i WIRE FABRIC FAO 3' Off, 1 �, ��\/��\j\/ /\\�\ EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. / / / ° ��`/\� /// {II r' SPECIFIC APPLICATION \�\ O (; \�,,�\ \ ,.�\.��\��\.��,,� /.� ..,. .\ ,�\ , j\ //���\\� LINE POST FLOW sg ONAL {;; I'iI 10' MA THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE %�/��///i FILTER FABRIC MA . GROUND LINE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER -- SECTION B-B WIRE 5' MIN. POLYETHYLENE THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT SEE NOTE NOTE: FABRIC CONCRETE FOOTING EXCEEDING 1 C.F.S.I ARE TYPICAL. THE METHOD SHALL NOT . _ CONVENTIONAL (ATTACH TO APPLE' TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM V BALLCOCK II IIII METAL (T) OR POSTS WITH BRACING SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT IIJJ ��II I (UI POSTS IN STREET OR HIGHWAY MEDIANS. ELEVATION METAL TIE WIRES. PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED - SOURCE: N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN NOTE: SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING -I+ PERSPECTIVE VIEW PERSPECTIVE VIEW MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA STORM DRAINS, DITCHES OR WATERCOURSES. PLASTIC FENCE METAL FENCE MANUAL, 1988 SOURCE, COMM PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC PLATE. 8.1-1 PAVED CONSTRUCTION ENTRANCE XD-001 SILT FENCE WITH WIRE SUPPORT XD_002 SAFETY FENCE XD-027 �) SILT FENCE DROP INLET PROTECTION XD-043 n CULVERT INLET PROTECTION - SEDIMENT TRAP XD.037 �§­! LAN AND SECTION N.T.S. SF DETAIL N.T.S. �Ar DETAIL N.T.S. �IP3 DETAIL N.T.S. vIP DETAIL N.T,S. D L = TOTAL DISTANCE FROM A A INFLOW D/26 THE POINT OF INFLOW AROUND THE BAFFLE TO THE RISER. - - - ---� i NORMAL POOL �L �y -� 11 ado -- PIPE OUTLET TO FLAT �� COMPACTED SOIL PLAN VIEW do -- AREA WITH NO DEFINED i CHANNEL D/2 -RISER \ / EROSION CONTROL FABRIC M--� LIMITS OF FENCE TO ( \� - .��,,.��„� ,ter. , BE DETERMINED BY I 1 24„ - "`i; 1 _ `irr r -~-FLOW PROJECT ENGINEER I D - - ,<«F :r:�%rr�,- f , - - NORMAL POOL \ z =` .= ':=rl- mot � _5:� _ i�I`r I I .fin ` 'sue -E :r . v:',x-_ 111 .��I 1111_I IIIII 111LI 1�111111 I w SNOW FENCE I L RISER -ill -ill _ -milli - Milli -IIIIII - - a I, 4.5' MIN. � SECTION A -A � r RUNOFF WATER ° 'r �4 \, /�/ Id L__ \�j,;�/ - D `-- BAFFLE GRAVEL FILTER A ��� I 12" WIRE MESH •� F-i KEY IN 6"-9"; ��_ _ > o FILTER CLOTH RECOMMENDED FOR--�� BOARD FENCE ENTIRE PERIMETER RISER - - -� SEDIMENT TEMPORARY DIVERSION DIKE xo-006 CORD FENCE A INFLOW �7-) DD DETAIL N.T,S. �(I�SI �l�l��JJ��o a CONCRETE GUTTER/I �c t � n - (D W PLASTIC FENCE A 3d 0 (MIN.) NORMAL POOL �� �� II o o _ - FILTERED WATER rQ w CORRECT METHODS OF TREE FENCING �`�� ti IIII I_ 4 o o a - O � g PLAN VIEW d o BAFFLE 1 �� D �/ JllLI- o a - CURB INLET O n n r [2) 47 PIPE OUTLET TO WELL ���\ ��"\ ,' D/2 -IIII` I II o 1 ° EARTHEN RIDGE SIDE SLOPE 3:1 �:: O + I I /'I �_ - DEFINED CHANNEL L ,' I aP 1 f k 1 ��I / I + SHEETS OF 4' �\ .J `� ,� L2 . X 8' X 1.2" ��'' �f �' 12"- FILL SLOPE �..T..� O Q ,11 EXTERIOR L ; L + L U L a PLYWOOD OR 1 2 �[� EQUIVALENT - Qi SECTION A -A 0 % INFLOW /\\j\\ \\ \\j\ \\ \ 1 \\\\\j\\j\\j \j\\ \\j\\j \\v\\j\y\y\\j�\j` _'J / -SPECIFIC APPLICATION / \//�/� /y� �// /\/ / /'//\//\/F �� /\NU\//\//\//\/\/\//\//�/\// /\\ \\i �'\\i\\i�\i\\ \\i\\i\\i \ \\ \\/\y\\ \\ \\ v\y\\/\= \\/\y\\ \ v\\ -1 J//// / ///// /////// /I ( \�/\/ RISER CREST ELEVATION \/ j\�j��\�j j�\%/,�/j�\%�\ jam\ j��/\\/�� j\\\jj\\ \/1\�/��j\\ \\-j\\j�\\��ij\\ j\\�,\\\� �\, I THIS MIETHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS \ \/\ \� \ \\/�\/\/\\/\�/\�\\/ /\\/\\/\�/\c /\\/\�/\\//�\\//\ ~ �fif WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE i�/ i % ��%/% ///yi�'/�\ ' K�/ice%/i�/i�/%/i /i�%/��/iy/i\�i�%/i�i�/ice% V') 5(�k�( 516 u 5! �I I ( KEY IN 6"-9"; POSTS MIN. SIZE 4" 1 11 4, 11 I INCONIVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED 2' o )Ifi �S S� FILTER CLOTH RECOMMENDED FOR SQUARE OR 5" ROUND. I I I 11 I AREAS, S I CORRECT TRUNK ARMORING ENTIRE PERIMETER SET AT LEAST 3' INTO NOTES: THE GROUND. x GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. NOTE: THE FILL DIVERSION SHOULD BE STABILIZED WITH MULCH AND EC-2 MATTING. w 1: APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. TRIANGULAR BOARD FENCE 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4.H 8, SOURCE: VA. DSWC 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. TREE PROTECTION AND PRESERVATION FENCING XD-02, OUTLET PROTECTION -PIPE XD-016 BAFFLE LOCATIONS IN SEDIMENT BASINS XD.033 GRAVEL CURB INLET SEDIMENT FILTER XD-DaaOFDTEMPORARY FILL DIVERSION XD-026 TP DETAIL N.T.S. OP PLAN AND SECTION N.T.S. Br DETAIL N.T.S. 111 DETAIL N.T.S. SECTION N.T.S. - -% SOIL STABILIZATION MATTING COARSE COARSE MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS 1. SHALL BE USED IN AGGREGATE AGGREGATE ACCORDING TO HEIGHT OF EMBANKMENT (FEET) __ _ - CONJUNCTION WITH RIPRAP \ \ CLASS I CLASS I �/0r AT OUTLET END OF PI1. 1.1. Q� PE RIPRAP RIPRAP 1 5 2.0 .. . . . A) I 1..1. __ . - FILTER FILTER Z .. . , . ... Is .. \ \ 2.0' . dtkblNe .11.1_ . ,J. . .:...1. 1 1. ;: � m� CLOTH 2• CLOTH 2 0 1 0 � 0 / 2. ENTRENCH EDGES ` " 3.0 2.0 2.5 .. OF MATERIAL 6 ELV. 47 .0 10 ELV. 448.0 10 3.5 2.5 3.0 ,� \\ \\------- --- - 4.0 3.0 3.0 - %/�� - -- �? 2' ORIGINAL//�\�\ �? 2 ORIGINAL 4.5 3.5 4.0 Revisions: - _ , _ _ \���%\\ \ 67 CU. YD:/ACRE 2' N -y \/\/��\ 21 CU. YD. 1' y . - -% .� \ GROUND \ \ 1. 09 29 06 COUNTY COMMENTS . \ _ iQ /\ j i.\ /\�� GROUND 5.0 4.0 4,5 % / __ _ _ - .��� _- /�\��\�\ ELV. 476.0 ELEVATION 477.OFT /�\%�\ ELV. 447.0 ELEVATION 446.OFT 2.11/03/06COUNTYCOMMENTS „= . : .: ,� /\ \ \� \ O / ^ _: _ . - -- / ��iri� iii\i /,i/ ii!i /\� ,i,/jam , i / i i, i _ __ _. _ . , ._ .:_ . _ \ \� 67 CU. YD./ACRE \ �\ \ \ \ �\ . \ �\ / / �\ \/\ / / �\ , n \ \ \ \ Q \ \ \ \ \ \ \ \ Q \ \ \ \ \ \ \ ORIGINAL GROUND - _ \\ \ \` \ \ \ \ \\ \ \� \ \\\ \\ \ \� \\\ \\ RO ND . . ::... \ 1. :. _ \/i�// �\ \ \\\ \ \/\\ \\\ \1. //ii\/ I\/�//\//\�\/ /� / 22 CU. YD / / / // _ i/ (E // / // // // // / - r: - ' // //i. 4 2 �/ %/ ELEVATION 477.0 FT . .. �i �/ // I- / // //�,.//�/ /ram , / / j _I -' I I- �,, /�\/jam\�/��% r.%j� /� . - I-,, //,, ///,. \ \ \\ \ - : -- ' --- .I. _ i / /� i //�/\i\/ /i \ -_ .. = CROSS SECTION OF OUTLET CROSS SECTION OF OUTLET EA _ -.. 1.5' RO UT - --z. EXCAVATED AR . - ---- - 1'-2" LENGTH (IN FT): 10:2' LENGTH (IN FT)= 3' DEPTH = 4.0' :.: 11 - -_- _ _r _ 6 x DRAINAGE TRANSVERSE AREA (IN AC.) CLOSE CHECK SLOT D CLASS I RIPRAP CLASS I RIPRAP ST TEMPORARY SEDIMENT TRAP DIMENSIONS XD-007 ., . . N.T.S. DIVERSION DIVERSION - - TRANSVERSE ( DIKE DIKE r �� 1. I. 1. 1. OPEN CHECK SLOT FL �'� �_� Scale: NTS \\, T - COARSE COARSE -% �D DOWNSTREAM TERMINAL AG GATE AGGREGATE r FL - Date: 05 15 06 -FILTER \ • - .. _ _ CLOTH CLOTH - - 1._ _ 6' � � � FILTER �� _._ - Project No 0609 �/� �� ��`�� EXCAVATED �/� \ �� Pro'e AREA AREA ATED . -.. 1._. �� Designed: B .,. 1.- .r T � ~� �s Checked: RBM :. ­ ­ ­­-_ - . ­ �� -- ---------- . _' .1 . + �.. a. ,� : __-) __-) 1 ) OUTLET ERSPECTIVE VIE OUTLET (ERSPE VE VIE S -. NOTE CT WI �1111 /� //%% �1 P W P I �pP - - - _ __zT _ = 1. SWALE TO BE LINED WITH NORTH AMERICAN GREEN SC 150 DOUBLE NET BLANKET NOTE: NOTE: Sheet No.: -. T FOR EROSION CONTROL SEE WWW.ERNSTSEED .COM AND CONTACT LAPRIOR COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 DOZER TREADS CREATE a - GROOVES - _- - TO INSTALLATION PERPENDICULAR . CHECK SLOTS TO BE CONSTRUCTED AS PER NFACTURERS RECOMMENDATIONS. TO THE SLOPE _ = 3. SOURCE. VDOT ROAD AND BRIDGE STANDARDS SOURCE. MICHIGAN 501E EROSION AND SEDIMENTATION G 2 % n BLOCK AND GRAVEL CURB INLTER SEDIMENT FILTER��. 2 SOIL STABILIZATION MATTING INSTALLATION XD.025 TEMPORARY SEDIMENT TRAP BOTTOM OF BASIN-1 XD-008 TEMPORARY SEDIMENT TRAP AT CONST. ENTRANC�ooB SURFACE ROUGHENING XD-022 DETAIL. EC TYPICAL TREATMENT - 2 SCALE ST PERSPECTIVE AND SECTION N.T.S. ST PERSPECTIVE AND SECTION N.T.S. SR DETAIL N.T.S. 41 Of: 50 BASIN OUTFALL XD.o,T SB BASIN OUTFALL XD01 SB3 BASIN OUTFALL XD.017 �SB4 BASIN OUTFALL XD-017 SB1 DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S. NOTE: THIS CONFIGURATION IS FOR 2 ROCK CHECK DAM ACRES OR LESS OF DRAINAGE AREA. 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All ideas property 9 g l designs, sections, details, and plans are the of McKee Carson and F' r property C o a geld Sport Concepts, Ltd, These plans are not to be reproduced, changed, r o i o copied n an P 9 p Y form or manner whatsoeve r, nor are they to be assigned to an third party with d d t out 9 Y P Y first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, is, Ltd. �IALTH OF ;,61N O , ROBERT B. MCKEE N0. 78 3 1-d1P 6 Ply s 0 r0 L vJ9F i�/p/a. Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comment 3.11/09/06 VDOT Comments Scale: 1" = 50, Date: 05/15/06 Project No.: 0609 Designed: AF Checked: RBM Sheet No.: -3+00 ountain -2+50 -2+00 -1+50 A Ant. Sizht Distal -1+00 -0+50 0+00 0+50 1+00 1+60 2+00 2+50 I 1 43 Of: 491I CONTRACTION JOINT PLAN EXPANSION JOINT (MAX. 25' O.C.) (SEE DETAIL) CONTRACTION JOINT 6' O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25" OR 25% OF CONCRETE THICKNESS 3000 P.S.I. CONCRETE AT 28 DAYS - AIR -ENTRAINED 4" STONE BASE 21-A STONE COMPACTED SUBGRADE SECTION CONCRETE WALK PLAN AND SECTION ASPHALT PAVING (PARKING SECTION 2" SMOOTH TOOLED EDGE ITYP.) LIGHT BROOM FINISH TO BE PERPENDICULAR TO DIRECTION OF TRAVEL EXPANSION JOINT 1" SURFACE COURSE VDOT STANDARD SM-9.5A (FINAL SURFACE) 1,5" SURFACE COURSE VDOT STANDARD SM-9.5A (FOR CONST. STAGING) 6" COMPACTED AGGREGATE SUBBASE VDOT #21A COMPACTED SUBGRADE 2" SURFACE COURSE VDOT STANDARD SM-9.5A (FINAL SURFACE) 5" BASE VDOT STANDARD BM-25.0 8" COMPACTED AGGREGATE SUBBASE VDOT #21A COMPACTED SUBGRADE ASPHALT PAVING (MOUNTAINWOOD EXTENDED SECTION 60' R/ W MOUNTAINWOOD DRIVE TYPICAL SECTION SECTION 0.5" PRE -MOLDED, NON -EXTRUDING, ASPHALT -IMPREGNATED FIBERBOARD EXPANSION JOINT MATERIAL. 3/8" SAW CUT JOINT PER VDOT PR-2 8" 3000 PSI CONCRETE rd 28 DAYS HEAVY BROOM FINISH WITH 6x12 W5,5 x W4 WWF 2" MIN COVER 8" COMPACTED AGGREGATE BASE VDOT #21A COMPACTED SUBGRADE ALL JOINTS TO BE SLEEVED AND/ OR DOWELED WITH 1,25" MIN. DOWELS PER VDOT STD. PR-2 CONCRETE PAD PAVING N.T.S. 12a SECTION 1" SURFACE COURSE VDOT STANDARD SM-9.5A (FINAL SURFACE) 1.5" SURFACE COURSE VDOT STANDARD SM-9.5A (FOR CONST, STAGING) 8" COMPACTED AGGREGATE SUBBASE VDOT #21A COMPACTED SUBGRADE ASPHALT PAVING (DRIVE AISLE 2" SM-9.5A ASPHALT 5" BASE VDOT STANDARD BM-25.0 8" #21A AGGREGATE COMPACTED SUBGRADE SIDEWALK PO-081 N.T.S. THIS AREA MAY BE CONCRETE AT OPTION OF CONTRACTOR BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO SLOPE OF SUBSURFACE COURSES PROVIDED MINIMUM 4„ DEPTH OF 7" IS MAINTAINED. CONCRETE TO BE CLASS A3 IF CAST IN PLACE; 4000 PSI IF PRECAST 4 PAVEMENT ° . (VARIES) 6" 24" PD-015 n, VDOT STANDARD CG-6 CURB AND GUTTER PD-002 N,T.S. 1Za SECTION ASPHALT PAVING -PRIVATE DRIVE N.T.S. 2" SURFACE COURSE VDOT STANDARD SM-9.5A (FINAL SURFACE) 4" BASE VDOT STANDARD BM-25.0 8" COMPACTED AGGREGATE SUBBASE VDOT #21A COMPACTED SUBGRADE - -- -- N.T.S. 12a SECTION N,T.S, 12a SECTION N.T.S. N.T.S 2,8' 0.5' 1.4 i� SEE NOTE 5 TYPE II AGGREGATE BASE D O D D T .... •. a • cfl o �pOoO�O O o D � D � D D o O /\\ OOO�O O O O o0 OOO O Op C (9 0.5' NOTES: 1. USE OF ROLL CURB MAY BE RESTRICTED BY SURFACE DRAINAGE CONSIDERATIONS. 2 SIDEWALK CONSTRUCTED CONTIGUOUS TO ROLL CURB SHALL BE 5 INCHES THICK (MIN). 3. WHERE LONGITUDINAL SLOPE IS LESS THAN 0.4% THE FLOW LINE SHALL BE WATER TESTED. CONSTRUCT 1/2" EXPANSION JOINT AT ALL COLD JOINTS, AT BEGINNING AND END OF 4. CURB RETURNS, AND AT 300 FT. MAX. INTERVALS FOR EXTRUDED CURB AND 30 FT. MAX. INTERVALS FOR FORMED CURB. WEAKENED PLANE JOINTS SHALL BE FORMED AT THE REMAINING 15 FT. INTERVALS. 5. ONE INCH BATTER AT CURB FACE IS OPTIONAL. ROLL CURB PD.0/7 SECTION N.T.S. ALBEMARLE COUNTY GENERAL NOTES FOR PUBLIC ROADS; 1, -OF-WAY, 14. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -O ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL OBTAINED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT), THIS PLAN AS SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. ORDINANCE AND MANUALx AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL DEVICES, THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL GOVERN. 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 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF TO BE POSTED 5MPH BELOW THE DESIGN SPEED. ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE 3, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), 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 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE DIRECTORS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO CONVENIENT ACCESS, ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 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. 18, A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED RESULTS FOR APPROVAL. 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) 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY PIPE MANUFACTURER SHOULD HOLD A PRECONSTRUCTION MEETING FOR INSTALLATION OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. TRAINING, THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION, 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 DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTORS 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, x Parking (E/ 12) r Drive Aisle (F/12) Private Drive (G / 12) Mountainwood Ext. Rd (H/12) PAVEMENT PLAN SECTION 1"=100' MCKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH OF ROBERT B, MCKEE� NO. 8 / 1� sIO ALv G N V J � oz [•.� � Q w 4 a 4_J W a V Q F^i Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments Scale: 1" = 50' Date: 05/15/06 Project No.: 0609 Designed: AF Checked: RBM Sheet No.: 44 Of: 501� GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION 6" SDR-35 FROM 6" PERFORATED SDR-35 PVC SEE DETAILS F/13 AND J/13 MANUAL, OR WWW.STORMTECH.COM. 18" HDPE TO UNDERDRAIN TO SIT-18 24" HDPE FROM ROW 7 TO ST-iB M10GRAVEL CELL TQ SURROUND AST MH-8 CHAMBERS TO ELEVATIONS SHOWN riFT ON SECTIONS A B-B, AND C-C STRUCTURE ST-1A -A, TOP 536,51 TYPICAL STORMTECH END CAP TYPICAL INSPECTION PORT (SEE DETAIL 1/13) CC n WRAPPED IN ADS 601 GEOTEXTILE STORMTECH 1 OR EQUIVALENT PLAN VIEW 1" = 10' GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW,STORMTECH.COM. TYPICAL INSPECTION PORT SEE DETAIL 1/13 54"-66" 12" PLEASE SEE SECTION C-C FOR - 6" SDR-35 PVC PIPE FROM FT-10 24" ROW 7 ELEVATION OF ALL CHAMBERS = 527.50 PERFORATED 6" UNDERDRAIN PIPE SLOPED AT 0.50% TO ST-iB 6"' MIN INV 526.70 1 12" 51" 6.. MIN. (TYP.) TYPICAL DIMENSIONS ADS 601 GEOTEXTILE OR EQUAL EXISTING SOIL ADS 601 GEOTEXTILE OR EQUAL SC-740 CHAMBER 2 INCH WASHED, CRUSHED, ANGULAR STONE PAVEMENT 1 �I BACKFILL 24" HDPE FROM ROW 7 INV 527.50 15" HDPE FROM ST-1A INV 527.50 18" HDPE TO MH-8 30" HDPE PIPE ROW 1 ELEVATION OF GRAVEL LAYER 526.90 SOIL TO BE SLOPED BY AT LEAST 0.50% TO UNDERDRAIN PIPE NOTES: I. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND SAFETY FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 3 (AASHTO) AND SHALL INCLUDE H2O DESIGN TRUCK, IMPACT FACTOR, MULTIPLE PRESENCE FACTOR, AND LANE LOAD. 2. PLEASE CONTACT DESIGN ENGINEER FOR FURTHER DIRECTION DURING CONSTRUCTION. 3. FOR FURTHER INFORMATION, PLEASE SEE STORMTECH TECHNICAL MANUAL. , SECTION B-B PART # CHAMBER PIPE SIZE A B C D SC740EPEWT SC 740 6 In (150 mm) 10.90 in (277 mm 3.85 in (98 mm) 18.50 in (470 mm) N/A SC740EPE06B SC 740 6 In (150 mm) 10.90 in (277 mm) 3.85 in (98 mm) N/A 0.50 in (13 mm) SC740EPE12T SC 740 12 in (300 mm) 14.70 in (373 mm) 7.70 in (190 mm) 12.60 in (318 mm N/A SC740EPE128 SC 740 12 In (300 mm) 14.70 in (373 mm) 7.70 in (196 mm) NIA 1.201n (30 mm) SC740EPE15T SC 740 15 In (375 mm) 18.40 in (467 mm)10.36 in (263 mm 9.00 in (229 mm) N/A SC740EPEIBB SC 740 15 in (375 mm) `I8A0 in (467 mm)10.36 In (263 mm) N/A 1.30 in (33 mm) SC740EPE18T SC 740 18 in (460 mm) 19.70 in (500 mm)10.72 in (272 mm) 5.00 in (127 mm) NIA SC740EPE188 SC 740 18 In (460 mm) 19.70 in (500 mm)10.72 in (272 mm) N/A 1.60 in (41 mm) SC740EPE24B SC 740 24 in (600 mm) 18.50 in (470 mm) 9.45 in (240 mm) NIA 0.10 in (3 mm) NOTES: 1, ALL STUBS, EXCEPT FOR THE SC740DEPE24B ARE PLACED AT BOTTOM OF THE END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. 2. FOR THE SC740DEPE24B THE 24" STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75". BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SETS LEVEL. 3. PART NUMBERS ENDING WITH "T" ARE AT TOP OF END CAP. 4. PART NUMBERS ENDING WITH "B" ARE AT BOTTOM OF END CAP. 5. ALL DIMENSIONS ARE NOMINAL. SC 740 TECHNICAL DETAILS - FLOOR BOX FRAME AND LID W/ S.S. CAPSCREW LID CLOSURE PAVEMENT 4" PVC RISER SC-740 CHAMBER AASHTO M2888 CLASS 2 NON -WOVEN GEOTEXTILE INSPECTION PORT OVERFLOW TO 18" OUTLET PIPE 100-YR STORM WEIR EL. 531.00 CONCRETE WEIR WALL BISECTING STRUCTURE ST-113 N.T.S. TOP 535.31 >" MANIFOLD CONSISTING OF ADS S 1553AN7415 AND 1552AN7415 24"-38" WEIR WALL SEE DETAIL C/13 EAMINIMUM 12.5' OF AASHTO 15" PIPES FROM IN-23 1 " 2 CLASS 1 WOVEN GEOTEXTILE AND MH-15 INTENTIONALLY ---� BEDDING STONE FOR SCOUR NOT DISPLAYED - ECTION AT ALL CHAMBER INLET SEE DETAIL C/13 � 24" TOP OF ALL CHAMBERS - AT ELEVATION 530.00 -iDPE FROM 30" IN-24' 24" PIPE TO ROW 1 INV 527.50 12" MIN DETAIL 0/13 ELEVATION OF GRAVEL _ LAYER 526.50 TYPICAL INSPECTION PORT IN LAST CHAMBER OF EACH ROW ST-1B BACKFILL --- 15"x15" MANIFOLD CONNECTING ROWS 2-6 ADS 601 GEOTEXTILE OR EQUAL NOTES: ADS 601 GEOTEXTILE OR EQUAL SC-740 CHAMBER 2 INCH WASHED, CRUSHED, ANGULAR STONE PAVEMENT STRUCTURE ST-113 TOP 535.31 j\ / ;.: //\`/j\/j W E I R WALL REFER TO DETAIL J/13 SHOWN) 0 RIFICE NOT OWN M� 1111- III ,I�I1111Niil liU=111I III=4111- V SIN)=111{I-1111-{III=11f11=1111={fill bl lIF=11Ilm I>- EXISTING SOIL SOIL TO SLOPE 0.50% TO UNDERDRAIN a note] IN --INV OUT 526.00 I (PIPE TO MH-8 INTENTIONALLY NOT SHOWN) 6" PERFORATED UNDERDRAIN PIPE INV 526.20 24" HDPE PIPE TO ROW 1 15" HDPE PIPE FROM IN-23 INV 627.70 PLAN FRAME & COVER TO[ "VVEDG-LOK" RUBBER COA STEPS OR Al EQUAL CAST 1. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND SAFETY FACTORS SPECIFIED IN SECTION 12,12 OF THE LATEST EDITION OF THE AASHTO PRECAST REI LRFD BRIDGE DESIGN SPECIFICATIONS. LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 3 (AASHTO) AND SHALL INCLUDE H2O CONCRETE SI DESIGN TRUCK, IMPACT FACTOR, MULTIPLE PRESENCE FACTOR, AND LANE LOAD. "0" RING SEP 2. PLEASE CONTACT DESIGN ENGINEER FOR FURTHER DIRECTION DURING CONSTRUCTION, 24" HDPE PIPE 3. FOR FURTHER INFORMATION, PLEASE SEE STORMTECH TECHNICAL MANUAL. TO ROW 1 (INV 527.50) B SECTION A -A 15" HDPE PIPE 13 N.T.S. (INVM I-23 527N.70) FRAME & COVER TOP 535.31 TREET SURFACE "WEDG-LOK" TYPE V-0" MAX RUBBER COATED STEEL STEPS OR APPROVED a 2'-0" EQUAL CAST IN PLACE 1�. STORMTECH o o (ENDCAP 24" HDPE PIPE FROM STORMTECH CHAMBER ° o (INV 527.50) 3'-0" MIN a O =f -1 FROM FT 0 0 0 0 = 6" SDR 35 PRECAST REINFORCED � {IN INV IN 529.50 ° 12" MIN i _ y CONCRETE SECTIONS `IIM�NIII_-- - "0" RING SEALS 16" MAX INV OUT 526.00�� WEIR WALL: IU�1n1 Illnll� III - --INV 526.70 IBI 41= 6" PERFORATED PIPE REFER TO 15 HDPE MANIFOLD ( SLOPED ICU 0.50% TO ST-fB 5" 4 0' DETAIL J/13 FROM ST-1A (ORIFICE NOT SHOWN) (INV 527,50) a WOVEN GEOTEXTILE THAT MEETS 6" SDR-35 UNDERDRAIN VARIES 20) ADS 9530TK GEOTEXTILE OR EQUAL, PIPE (INV 526.° 18" DPE TO INV 526.00 BETWEEN FOUNDATION STONE AND EXISTING SOIL WEIR WALL SC-740--5'-6' WIDE STRIP SC-310--4' WIDE STRIP SEE DETAIL J/13 1n 211 A FILLETED INVERT FOR A NOTES: SMOOTH TRANSITION OF FLOW BETWEEN INLET & 1. STORMTECH CHAMBERS TO REMAIN ON EVEN GRADE. STORMTECH CHAMBERS ARE NOT OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING r TO BE SLOPED. W/ NO, 68 STONE 2. FOUNDATION GRAVEL LAYER TO SLOPE AT 0.50% TOWARDS POINT WHERE UNDERDRAIN LEAVES THE DETENTION FACILITY. SLOPE ON UNDERDRAIN TO MATCH 0.50% SLOPE. NOTE: 3. ROW 1 TO BE COVERED WITH ADS 601 GEOTEXTILE OR EQUIVALENT. USE 8' WIDE SCRIP. 1 BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE INSPECTION PORT WITH �REW-IN CAP ASS "C" )NCRETE SHTO M288 CLASS 2 iN-WOVEN GEOTEXTILE 3PECTION PORT TO BE TACHED THROUGH OCK-OUT LOCATED AT �ENTER OF CHAMBER SECTION C-C 18" HDPE PIPE OUTFLOW TO MH-8 24" INLET HDPE PIPE FROM JROW 7 6" PERFORATED / UNDERDRAIN CONCRETE COLLECTION 2-YR STORM WEIR WALL AREA ORIFICE EL. 526.00 BISECTING MANHOLE 15" HDPE MANIFOLD THICKNESS: 4" FROM ST-1A SECTION PLAN OUTLET WEIR WALL IN STRUCTURE ST-1 B N.T.S. N.T.S. 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. 4. ACCESS STAIRS TO DESCEND ON BOTH SIDES OF WEIR WALL, ST-1 B MANHOLE WITH OUTLET CONTROL WALL SECTION A A STORMTECH A A SECTION VIEW A -A SINGLE TEE STORMTECH DOUBLE MANUFACTURED MANIFOLD MANIFOLDS ARE DESIGNED TO BE COUPLED TO BY ADS MANUFACTURED BY STORMTECH PREFABRICATED END CAPS. WHEN ADS USING STANDARD END CAPS, CORRUGATED PIPE UP TO i8 INCHES CAN BE INSERTED DIRECTLY A INTO THE END CAP. FOR 24" INLET PIPES, A CORRUGATED TO SMOOTH PIPE ADAPTER IS REQUIRED. STUB HEADER PIPE SIZES �10 ; am - SIZE 48" 36' 30' 24" 18" 15" 12" 10' 8" i8l, AV AV STORMTECH TRIPLE A ECCENTRIC MANIFOLD MANUFACTURED BY ADS 61, VVVAVNV AV - STANDARD HEADERS AVAILABLE MANIFOLD UD-001 N.T.S. NOTE: SECTION WEIR WALL NESS 7.50) .50) 15" HDPE MANIFOLD TO ST-1B INV 527.50 PE i WEIR WALL (2.0' HIGH) 15" MANIFOLD TO ST-1B INV 527.50 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. 4. ACCESS STAIRS TO DESCEND ON BOTH SIDES OF WEIR WALL, 5, MANHOLE TO BE 6' IN DIAMETER. SECTION MATERIAL DESCRIPTION AASHTO AASHTO COMPACTION/DENSITY LOCATION M43 M145 REQUIREMENT FILL MATERIAL ANY SOIL/ROCK MATERIALS N/A N/A PREPARE PER ENGINEER'S FROM 18" TO NATIVE SOILS OR PER PLANS, PAVED INSTALLATIONS GRADE ABOVE ENGINEER'S PLANS. CHECK MAY HAVE STRINGENT MATERIAL CHAMBERS PLANS FOR PAVEMENT AND PREPERATION REQ'MENTS. SUBGRADE REQUIREMENTS. FILL MAT-=RIAL GRANULAR 3-10, A-1 COMPACT IN 6" LIFTS TO A FOR 6" 10 18" WELL -GRADED 56,57, A-2 MINIMUM 95% STANDARD ELEV. ABOVE SOIL/AGGREGATE 67,68, A-3 PROCTOR DENSITY. ROLLER CHAMBERS, 24" MIXTURES, <35% 78,89, GROSS VEHICLE WEIGHT NOT IF UNPAVED. FINES. 357,467 TO EXCEED 12,000 LBS, DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. EMBEDMENT STONE WASHED ANGULAR STONE 3-5, N/A NO SURROUNDING AND WITH THE MAJORITY OF 56,57, COMPACTION TO A 6" ELEVATION PARTICLES BETWEEN .75-2" 357,467 REQUIRED ABOVE CHAMBERS FOUNDATION STONE WASHED ANGULAR STONE 3-5, N/A PLATE COMPACT OR ROLL TO BELOW CHAMBERS WITH THE MAJORITY OF 56,57, ACHIEVE A 95% STANDARD PARTICLES BETWEEN .75-2" 357,467 PROCTOR DENSITY PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE WASHED CRUSHED ANGULAR. FOR EXAMPLE, THE STONE MUST BE SPECIFIED AS WASHED, CRUSHED, ANGULAR NO. 4 STONE. ACCEPTABLE FILL MATERIALS N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the Pro ert oMcKee arson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. 6 ��ALTH OF G I", O ,ROBERT B. MCKEE� N0. 78 s IO A L� M-i H w V J c� a I� •� U P.TI W � U w O Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments Scale: NTS Date: 05/15/06 Project No.: 0609 Designed: PC Checked: RBM Sheet No.: 45 Of: 50 2.5' HIGH WEIR WALL 4" THICKNESS 15" HDPE FROM IN-3 1N-26 -- 4" SDR-35 PVC FT-5 24" HDPE FROM ST-2C TO ROW 1 GRAVEL CELL TO SURROUND CHAMBERS TO ELEVATIONS SHOWN ON SECTIONS A -A, B-B, AND C-C ROW 1 TO BE ISOLATOR ROW: WRAPPED IN ADS 601 GEOTEXTILE OR EQUIVALENT TYPICAL INSPECTION - PORT (SEE DETAIL G/14) STORMTECH 2 GRANULAR WELL GRADED SEE DETAILS F/14 AND H/14 SOIL/AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 IN 24" HDPE FROM LIFTS TO 95% PROCTOR DENSITY. ROW 8 TO ST-213 15" HDPE TO SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S 15" x 15" MANIFOLD TO BE MH DESIGN MANUAL, INSTALLATION CONSTRUCTED WITH TWO 13 15" x 15" MANIFOLD TO BE MANUAL, OR WWW.STORMTECH.COM. TRIPLE MANIFOLD UNITS CONSTRUCTED WITH ADS PRODUCTS (PART NUMBER 1553AN7415) 1552AN7415 AND 1598AN74 2C _ 2B C 15" HDPE FROM IN-29 STRUCTURE IN-31 TOP 533.84 SEE DETAIL C/14 I 2.0' HIGH CONCRETE 'f WEIR WALL IN-31 4" THICKNESS \ .: ° III 24" HDPE FROM IN-31 TO ROW 12 IIIIIIIlIII w `, II�IIIII \y PLACE A MINIMUM 12.5' OF AASHTO ` IIIII^III \ M288 CLASS 1 WOVEN GEOTEXTILE ' OVER BEDDING STONE FOR SCOUR o N PROTECTION AT ALL CHAMBER INLET r N T ROWS f=IIIII 0 0 0 0 0 0 0 0 24" HDPE PIPE 0 a Cr TO ROW i2 IIIII `III o° INV 526.00 i�III-I 15" HDPE PIPE FROM ; IN-29 INTENTIONALLY =IIIII oo NOT SHOWN (INV 526.20) II=IIIII ° �=(I{IIII=IIIII=II O O ELEVATION OF GRAVEL _ LAYER 524.80 1=== (IIII=IIIII ST-11 - 4" THICKNESS 12 CHAMBERS B 6" PERFORATED SDR-35 PVC 4" SDR-35 FROM TO STRUCTURE ST-213 15" x 15" MANIFOLD TO BE FT-6 CONSTRUCTED WITH ADS PRODUCTS 1553AN7415 AND 1598AN74 PLAN VIEW 1" 10' ADS 601 GEOTEXTILE OR EQUAL SC-740 CHAMBER 2 INCH WASHED, CRUSHED, ANGULAR STONE PAVEMENT PERFORATED 6" UNDERDRAIN INV 524.70 WEIR WALL SEE DETAILS F/14 AND H/14 (ORIFICES NOT SHOWN) 15" HDPE OUT OF ST-2B TO MH-13 INTENTIONALLY NOTES: NOT SHOWN (INV 524.50) 1, CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND SAFETY FACTORS SPECIFIED IN SECTION 12,12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 3 (AASHTO) AND SHALL INCLUDE H2O DESIGN TRUCK, IMPACT FACTOR, MULTIPLE PRESENCE FACTOR, AND LANE LOAD. 2. PLEASE CONTACT DESIGN ENGINEER FOR FURTHER DIRECTION DURING CONSTRUCTION. 3, FOR FURTHER INFORMATION, PLEASE SEE STORMTECH TECHNICAL MANUAL. 4. ALL STORMTECH CHAMBERS TO BE SET AT 526.00 ELEVATION, SLOPE OF EXISTING SOIL TO BE SLOPED AT 0.50% TO UNDERDRAIN. = SECTION A -A GRANULAR WELL GRADED ADS 6U1 GEOTEXTILE SOIL/AGGREGATE MIXTURES, OR EQUAL <35% FINES. COMPACT IN 6 IN SC-740 CHAMBER LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE 2 INCH `WASHED, FILL MATERIALS IN STORMTECH'S CRUSHED, ANGULAR STONE DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM. P:AVEfvi l!T STRUCTURE ST-2A BACKFILL TOP 536.46 TYPICAL INSPECTION PORT TYPICAL INSPECTION PORT SEE DETAIL G/14 IN LAST CHAMBER OF EACk-I ROW PAVEMENT SEE DETAIL G/14 ST-2B BACKFILL TOP 533.33 24" HDPE \ \ \ \ \ \ \ \ \ \ \ \ \ \ STORMTECH �::\-::;,:.::.., •;:.:::::..::-•::::.:..::...:.::;::..:::::...:::;:::::::-...:•:::.::::::•:...::::::,::.:•.•..:•::;::,::. INV 526.00 \/\�\\/\ /\�V/\ \\/\ /\/ /\\/ /\\ \� \� / \:. �\ �I=III 4 SDR 35 PVC PIPE S 60"-66" \�\/\/\/ \ /\ \y \ \� \/ \/\ \/ \ \ \%'\ _ 15" MANIFOLD FROM ST-2C \// /\�//\\//\ / /\ \// \/\ /\\//\//\\/ •� .'� �/\\//\ II FROM FT-6 E ND C AP o 0 0 % INV 529.00 0 IIIII ��y /\\ �yi / �I MANIFOLD OLD ;:- :.:..::::::..;,..;:.:;:.::::>:;;•::;::.::::•:::,...:•;:•:::,:::::;::•:..,:..:.;::;>.:..:;::::::•:;::s::.. :.::::;:::: _ INV 526.00 II III 2.0 HIGH CONCRETE TO ST-2A I WEIR WAL L , 15" HDPE o Jo 0 0 to o ° 0 4' THICKNESS o 0 0 0 0 0 ROW 1 18, °0 00(�000 : �0 �0 oa °000: ::o g I o TO MH-13 o II=I 24" HDPE PIPE II _ _ _ _ _ _ _ _ - INV 524.50 ELEVATION OF ALL �°o �S �° o ° �o° ° �000 o Cho IIII INTO ROW 12II{II'III�{II�V CHAMBERS = 526.00 °° og0 Oo oo =I INV 526.00 INV 525.05 - EXISTING SOIL INV 524.70 WEIR WALL: • 30" REFER TO DETAIL G/14 o IIIII 15" PIPE FROM IN-37 ORIFICES NOT SHOWN o $ ��Q INTENTIONALLY NOT SHOWN 6" PERFORATED PIPE ao0 �,� ° IIIII INV 526.20 WOVEN GEOTEXTILE THAT MEETS SLOPED lad 0.50% TO ST-2B 6"' MIN ADS 9530TK GEOTEXTlLE OR EQUAL, o o w0c o °8�S o�'�o Sao moo•..• C3o ° II BETWEEN FOUNDATION STONE AND p-gELEVATION OF GRAVEL _ ��� ° ELEVATION OF GRAVEL EXISTING SOIL LAYER 525.25 ^IIIIIII=IIIII II II I-IIII=II{I1=III��I= II IIII= I - ( LAYER 525.15 SC-740--5'-6' WIDE STRIP 111z1ff11 IN1 =IIIII=IIIII=IIIII=I1411_ III EXISTING SOIL 12" 1 51" fI{IIII {{ III II{IIII=IIIII=IIIII=II{IIII= MIN. 6,. Dili = II= III=II111=IIIII=II __ (TYP.) - - II=II - SOIL TO BE SLOPED BY AT LEAST NOTES: TYPICAL DIMENSIONS 0.50% TO UNDERDRAIN PIPE 1. STORMTECH CHAMBERS TO REMAIN ON EVEN GRADE. STORMTECH CHAMBERS ARE NOT ADS 601 GEOTEXTILE TO BE SLOPED. OR EQUAL 15"x15" MANIFOLD 2. FOUNDATION GRAVEL LAYER TO SLOPE AT 0.50% TOWARDS POINT WHERE UNDERDRAIN 6" PERFORATED UNDERDRAIN LEAVES THE DETENTION FACILITY. SLOPE ON UNDERDRAIN TO MATCH 0.50% SLOPE. UNDER ROW 8 (NOT SHOWN) NOTES: INV 525.05 3. ROW 1 TO BE COVERED WITH ADS 601 GEOTEXTILE OR EQUIVALENT. USE 8' WIDE STRIP. 1. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND SAFETY FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 3 (AASHTO) AND SHALL INCLUDE H2O DESIGN TRUCK, IMPACT FACTOR, MULTIPLE PRESENCE FACTOR, AND LANE LOAD. 2. PLEASE CONTACT DESIGN ENGINEER FOR FURTHER DIRECTION DURING CONSTRUCTION. 3, FOR FURTHER INFORMATION, PLEASE SEE STORMTECH TECHNICAL MANUAL. SECTION B-B SECTION C-C 15" HDPE PIPE OVERFLOW TO OUTFLOW TO MH-13 15" OUTLET PIPE 15" MANIFOLD FROM ST-2C 100-YR STORM COLLECTION AREA WEIR EL. 529.40 CONCRETE WEIR WALL BISECTING STRUCTURE ST-1B 10-YR STORM ORIFICE EL. 527.75 CONCRETE 2-YR STORM WEIR WALL ORIFICE EL. 524.50 BISECTING MANHOLE THICKNESS: 4" SECTION PLAN OUTLET WEIR WALL IN STRUCTURE ST-213 6" PERFORATED UNDERDRAIN 24" HDPE PIPE FROM ROW 8 N.T.S. N.T.S. MATERIAL DESCRIPTION AASHTO AASHTO COMPACTION/DENSITY LOCATION M43 M145 REQUIREMENT FILL MATERIAL ANY SOIL/ROCK MATERIALS N/A N/A PREPARE PER ENGINEER'S FROM 18" TO NATIVE SOILS OR PER PLANS. PAVED INSTALLATIONS GRADE ABOVE ENGINEER'S PLANS. CHECK MAY HAVE STRINGENT MATERIAL CHAMBERS PLANS FOR PAVEMENT AND PREPERATION REQ'MENTS. SUBGRADE REQUIREMENTS, FILL MATERIAL GRANULAR 3-10, A-1 COMPACT IN 6" LIFTS TO A FOR 6" TO 18" WELL -GRADED 56,57, A-2 MINIMUM 95% STANDARD ELEV. ABOVE SOIL/AGGREGATE 67,68, A-3 PROCTOR DENSITY. ROLLER CHAMBERS, 24" MIXTURES, <35% 78,89, GROSS VEHICLE WEIGHT NOT IF UNPAVED. FINES. 357,467 TO EXCEED 12,000 LBS. DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. EMBEDMENT STONE WASHED ANGULAR STONE 3-5. N/A NO SURROUNDING AND WITH THE MAJORITY OF 56,57, COMPACTION TO A 6" ELEVATION PARTICLES BETWEEN .75-2" 357,467 REQUIRED ABOVE CHAMBERS FOUNDATION STONE WASHED ANGULAR STONE 3-5, N/A PLATE COMPACT OR ROLL TO BELOW CHAMBERS WITH THE MAJORITY OF 56,57, ACHIEVE A 95% STANDARD PARTICLES BETWEEN .75-2" 357,467 PROCTOR DENSITY PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY, THE STONE MUST ALSO BE WASHED CRUSHED ANGULAR. FOR EXAMPLE, THE STONE MUST BE SPECIFIED AS WASHED, CRUSHED, ANGULAR NO. 4 STONE. I� ACCEPTABLE FILL MATERIALS N.T.S. STRUCTURE ST-2C FRAME & COVER TOP "WEDG-LOK" TYF RUBBER COATED STEPS OR APPRI EQUAL CAST IN PRECAST REINFC CONCRETE SECT O" RING SEALS 15" MANIFOLD FROM ST-2C INV 526.00 24" HDPE PIPE FROM ROW 7 INV 526,00 6" SDR-35 UNDEI PIPE (INV 524,70) WEIR WALL SEE DETAIL H/14 STRUCTURE IN-30 TOP 534.63 24" HDPE PIPE TO ROW 1 INV 526.00 ELEVATION OF GRAVEL LAYER 524,87 15"x15" MANIFOLD SOIL TO BE SLOPED BY AT LEAST 0.50% TO UNDERDRAIN PIPE N.T.S. MH-13 INV 524.50 W/ NO, 68 STONE NOTE: 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, ST-213 MANHOLE WITH WEIR WALL SECTION PART # CHAMBER PIPE SIZE A B C D SC740EPE06T SC 740 6 in (150 mm) 10.90 in (277 mm) 3.85 in (98 mm) 18.50 in (470 mm) N/A SC740EPE068 SC 740 6 In (150 mm) 10.90 In (277 mm) 3.B5 in (98 mm) N/A 0.50 In (13 mm) SC740EPE12T SC 740 12 In (300 mm) 14.70 in (373 mm) 7.70 in (196 mm) 12.50 in (318 mm) N/A SC740EPE12B SC 740 12 in (300 mm) 14.70 In (373 mm) 7.70 in (196 mm) NIA 1.20 in (30 mm) SC740EPE15T SC 740 15 In (375 mm) 18.40 In (467 mm) 10.36 In (263 mm) 9.00 in (229 mm) NIA SC740EPE158 SC 740 15 In (375 mm) 18.40 In (467 mm)10.36 In (263 mm) N/A 1.30 In (33 mm) SC740EPEIOT SC 740 18 In (460 mm) 19.70 In (500 mm)10.72 In (272 mm) 5.00 In (127 mm) N/A SC740EPEISS SC 740 18 in (460 mm) 9.70 in (500 mm)10.72 in (272 mm) N/A 1.60 in (41 mm) SC740EPE248 SC 740 24 in (600 mm) 18.50 In (470 mm) 9A5 in (240 mm) N/A 0.10 In (J mm) NOTES: 1. ALL STUBS, EXCEPT FOR THE SC740DEPE24B ARE PLACED AT BOTTOM OF THE END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP, 2. FOR THE SC740DEPE24B THE 24" STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1,75". BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SETS LEVEL. 3. PART NUMBERS ENDING WITH "T" ARE AT TOP OF END CAP. 4. PART NUMBERS ENDING WITH "B" ARE AT BOTTOM OF END CAP. 5. ALL DIMENSIONS ARE NOMINAL. SC 740 TECHNICAL DETAILS uD-001 N.T.S. 15" MANIFOLD INV 526.00 24" HDP PLAN "WEDG^ LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS 6' LONG WEIR WALL A" THir-KNESS 26.00) 8.00) Df-3A TOP 15" HDPE PIPE FROM IN-29 INV 526.20 15" HDPE PIPE (MANIFOLD) (INV 526.00) --------TOP 528.00 WEIR WALL ° .• . 24" HDPE PIPE :� ; : " (2.0' HIGH) TO ROW 12 (INV 1526.00) 15" HDPE e:.�•� -'���° FROM IN-29 �.D INV 526.20 a' NOTE; SECTION 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. 4, ACCESS STAIRS TO DESCEND ON BOTH SIDES OF WEIR WALL, 5. MANHOLE TO BE 6' IN DIAMETER, C IN-31 MANHOLE WITH WEIR WALL SECTION N.T.S. FLOOR BOX FRAME AND LID W/ S.S. CAPS CREW LID CLOSURE PAVEMENT 4" PVC RISER SC-740 CHAMBER AASHTO M2888 CLASS 2 NON -WOVEN GEOTEXTILE INSPECTION PORT INSPECTION PORT WITH CREW -IN CAP 'LASS "C" -ONCRETE ASHTO M288 CLASS 2 ON -WOVEN GEOTEXTILE K. 4SPECTION PORT TO BE TTACHED THROUGH NOCK-OUT LOCATED AT CENTER OF CHAMBER A A STORMTECH A A SECTION VIEW A -A SINGLE TES STORMTECH DOUBLE MANUFACTURED MANIFOLD MANIFOLDS ARE DESIGNED TO BE COUPLED TO BY ADS, MANUFACTURED BY STORMTECH PREFABRICATED END CAPS. WHEN USING STANDARD END CAPS, CORRUGATED PIPE UP TO 18 INCHES CAN BE INSERTED DIRECTLY -i, A INTO THE END CAP. FOR 24" INLET PIPES, A " CORRUGATED TO SMOOTH PIPE ADAPTER IS )j REQUIRED. STORMTECH TRIPLE A ECCEt;''G!C MANIFOLD MANUFA,C F URED BY ADS �►:�mi►n�►misssss, s�►:m�►�r��►=m��ssss I�►:v�T q. M►vi►:�miflll�sffs�, ff�►�r��nri►�a�min��ll�le■�, �ssfssmi�nr�►:ais� Issslsmi►:m►m�►:�I frr�slssminW►:�+�nn�►ar�►:a� AV - STANDARD HEADERS AVAILABLE K `.MANIFOLD 14 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner'whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH PL 0p �ROBERT B. MCKEE� ANO. 783 / sr UN �!D F i yl�s 10� Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments Scale: NTS Date: 05/15/06 Project No.: 0609 Designed: PC Checked: RBM Sheet No.: 46 Of: 50 A II tti SDR-35 PVC COUPLING / CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) TREE FRAME & GRATE CAST IN TOP SLAB TOP SLAB INTERLOCKING JOINT (TYP) , INLET SHAPING (BY OTHERS) A 4 CURB (BY OTHERS) PLANT AS SUPPLIED CLEANOUT BY AMERICAST COVER (NOT SHOWN CAST IN TOP SLAB GALVANIZED FOR CLARITY) ANGLE NOSING CURB AND GUTTER (BY OTHERS) 00 �o N I DOWEL BARS I M ® 12" O.C. z ,•' FILTER MEDIA PROVIDED BY AMERICAST UNDERDRAIN SYSTEM MULCH PROVIDED BY AMERICAST BY AMERICAST SECTION A —A DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE 6 x 4 6'-0" 4'-0' (1) 3x3 4" SDR-35 PVC 8 x 4 8'-0" 4'-0. (1) 3x3 4" SDR-35 PVC 8 x 6 8'-0" 6'-0" (1) 4x4 4" SDR-35 PVC 10 x 6 10'-0" 6'-0" (1) 4x4 6" SDR-35 PVC 12 x 6 12'-0" 6'-0" (2) 4x4 6" SDR-35 PVC DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 12-22-04 DWG: FTNW-2 PRECAST FILTERRAO UNIT NARROW WIDTH CONFIGURATION f ��• copyright O2oo4 by Anw icut MID -ATLANTIC REGION u AND 6 AT , 2773214 liter _—��+ sir. -_ ti arc_�aTw_ a=n riLir McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd, reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. pLTH O.p L I� O �ROBERT B, MCKEE� NO. 7783 4� V 1 e � w o� o� ow wU� Revisions: 1.09/29/06 County Comments 2.11/03/06 County Comments Scale: NTS Date: 05/15/06 Project No.: 0609 Designed: PC Checked: RBM Sheet No.: 15 'L170f: 50 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. 0 - SALT TREATED /��/�/\��% �/� MAX CONSULTING ENGINEERS SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY 2' MIN. 2 X 4 MARKER �\ �j\\\" g L LANDSCAPE ARCHITECTS �\��/j- �LAND PLANNERS /� \ \ \ \,. 45' /\ FINISHED / /j �/ .: �� \%/ 10'+/- 10'+/- \�/\ \\/�\\ \�/�� GROUND ANCHOR EXTENDS INTO SIDE OF DITCH \\ AX ��// /�/ I :. 45°. // /r \� / 301 EAST HIGH STREET \���� CHARLOTTESVILLE, VA 22902 5' 10' 5' �\j �� /\\/\�\�\\\�\� PLUG END ) // %/ - .. o - j t: 434 979-7522 `t ,%\\// %��///v/%\�/�// / ' OF SERVICE �� / PLUG } ,° \� f: 434977-1194 %y/i�/i /i/i//ice LATERAL DITCH LINE <o//. I. °.'t.' \\\�� � ° a . • ° / www.mckeecarson.com I \\ \ PROPERTY LINE D.I. PIPE WATER SEWER 1 \\/\/\\\�j q A FPW McKee Carson and Field Sport Concepts, Ltd. o LOCATION OF OTHER UTILITIES p SIDE VIEW I 12 FOR ALL BENDS FOR TEE OR WYE FITTINGS/ reserves its common law copyright and other (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) iE 2500 PSI property rights in these drawings. All ideas, a B 45° MAIN LINE NOTES: PLAN ( CONCRETE WIDEN TRENCH TO - f designs, sections, details, and plans are the NOTES: I 1. WHERE A SEWER SERVICE -- 1. EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM; WATER & SEWER LATERAL CONNECTS TO A \��\\\/% ACCOMODATE \\\ \\ �� ,��� \//\ property of McKee Carson and Field Sport - 30' MINIMUM 1.75" DIA, DRILLED HOLE MANHOLE AND NO INVERT /\� 45'\ ANCHOR IF REQUIRED. \�\\� \\ Concepts, Ltd. These plans are not to be 2. x SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER LINES. FOR TOUCH READ UNITS. SECTION I ELEVATION FOR THE MIN \\\\' 45' 3. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE R.O.W--"--`-'-- SERVICE LATERAL IS ' `" % :.� reproduced, changed, or copied in any 3" DIA, FLAT BEARING I\\ ��' BEDDING AS MIN form or manner whatsoever, nor are the SURFACE UNDERNEATH I INDICATED, THE TOP SPACING SPACING SPACING jam\ .' REQUIRED y UTILITY LOCATfONS AND EASEMENT WIDTHS UD-009 ( (CROWN) ELEVATION OF °:;.:, to be assigned to any third party without THE SERVICE LATERAL /'; J ° %\ \ ,.� j / / first obtaining the express permission and DETAIL N.T,S. 24"x36" ALUMINUM PIPE SHALL BE AT\\\\\\\\��\\'\ �\ .. .p\� {{ LEAST 0.2' HIGHER NO, 3 consent of either McKee Carson or Field ACCESS HATCH THAN THE TOP (CROWN) D ��\ // IN ,\\ °. S I 1 a \ I Concepts, Ltd. IN LINE WYE-TEE. I ELEVATION OF THE °"" LOWEST PIPE CONNECTED D.I. PIPE SECTION A -A SECTION B-B STREET SURFACE OR I I I TO THE MANHOLE. ' ANCHOR NO. 1 AT NON -PAVED AREA I I j 2. SEWER LATERALS TAPPED NO. 2 FIRST JOINT ABOVE 1 INTO AN EXISTING MANHOLE. I I SEWER MAIN SHALL BE FRAME &COVER PLAN I GRADE SPACING r. (SEE TYPICAL MANHOLE I 4111,11111 CONNECTED USING A ° ° � LTx OF y I PIPE SADDLE AS 20% TO 35/° NOT OVER 36' NO, 1 I FRAME AND COVER DETAIL) I MANUFACTURED BY 35% TO 50% NOT OVER 24' fP�,f 50% OR GREATER NOT OVER 16' VARIES "SEALTITE", OR AN S ROBERT B• MCKEE SLOPED AREA TOP VIEW - -� 3. MINIMUM OEGRADEAL.FOR <OpF \ 4 NO. 78 "WEDG-LOK" TYPE SEWER SERVICE COATED STEEL V-0" MAX CONNECTION SHALL BE 2 PROFILE `�0 '2- RUBBER �Gw� STEPS OR APPROVED % (1/4" PER FOOT). ��S G1 EQUAL CAST IN PLACE a 2'-0" ° 4. ALL SEWER LATERALS IO SHALL HAVE A MINIMUM AL PRECAST REINFORCED DIAMETER OF 4 CONCRETE SECTIONS 5. ALL SEWER LATERALS "0" RING SEALS ° 3'-0" MIN SHALL HAVE A MINIMUM 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, COVER OF 3'. CHANGES SIZE, DEAD ENDS AND AT VALVES. CONCRETE 2. USE 2500 P.S.I. CONCRETE. FILLETS a. 12" MIN 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 16" MAX TYPICAL SEWER SERVICE TYPICAL ANCHOR DETAIL FOR 4 THE OFALLTHRUST ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & MINIMUM ELEVATION •� DIFFERENCE ACROSS M.H. TYPICAL METER VAULT DD-016 LATERAL CONNECTION UD-005 SEWERS ON GRADES 20% AND GREATER CONCRETE THRUST BLOCKS 5" 4, 0„ 5 uD.007 uD-on FROM INLET TO OUTLET DETAIL N.T.S. PLAN AND SECTION N.T.S. PLAN AND PROFILE N.T.S. PLAN AND SECTION N.T.S. SHALL BE 0.20 FEET. DEPTH OF FLOW CHANNEL VARIES TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER. TOP VIEW a'. A FILLETED INVERT FORA --= -- 1E= SMOOTH TRANSITION OF � •: - - � PLACE 5' GALV. "WITNESS "POST ,. D.,' - PAINTED BLUE TO INDICATE VALVE FLOW BETWEEN INLET & �° 6" MIN. LOCATION AS DIRECTED. MARKER OUTLET PIPE SHALL a o LOCATION MAY BE SUBJECT TO BE PROVIDED, a'. D• HIGHWAY DEPARTMENT APPROVAL. MIN. 6" BEDDING N1/ N0. 68 STONE SECTION ) \\//i�///��//�\j� \�\\��%��\\�\" (4) 1" (25mm DtA HOLES � � � °.;" •: a' . •°'� °•�'.• • -.°` • � � FINISHED GRADE ON BOLT2CRCLE.(834mm) DIA 2" (51mm) LETTERS \///�\\jam\�/�\/\�/\//" a .: P NOTES: ® ® (RECESSED FLUSH) \�/\ \/�\��' D `� 4" MINIMUM z 1„ ��., REMAINING BACKFILL 1. BEDDING THICKNESS REQUIREMENT SHOWN 1S MINIMUM AND SHALL BE East Jordan Iron [25mm] SHALL NOT CONTAIN SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. Works 00104316 ROCK MATERIAL LARGER D Q I 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE 36"MIN ADJUSTABLE VALVE BOX N q (2) CLOSED THAN 6" IN ANY I ( n EXTENDED OR NON -EXTENDED BASES. P PICKHOLES Z_ 1 W/ LID BINGHAM & TAYLOR V J US Foundry Corp. �i' DIMENSION LI 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED USF 710 ring& DP cover 7 24"MIN a:' FIG. NO. 4905 (SCREW TYPE) INSIDE AND OUT. or approvedequal[38mm] INTIAL BACKFILLx z d OR APPROVED EQUAL 8"MIN (6" LIFTS) ° - • N c� EMBEDMENT le THOROUGHLY COMPACTED � , w I BY HAND OR APPROVED BENCH SLOPED TO FLOW �) z SPRING LINE OF PIPE _ - _ MECHANICAL TAMPER •�-+ ® 0 - - - - - - SIDE VIEW --- CHANNEL 1/4" 1' I J� - - - - - HAUNCHING - - - - - 3000 PSI CONC• BASE I s E (2) CORED I10. 68 STONE _ PICKBARS BEDDING 6" max 4" min - M.J. GATE VALVE � w 1 1/8" (29mm) DIA BOSS i FLEXIBLE CONNECTION WITH STAINLESS STEEL FOUNDATION (SHALL BE BAND - 27 1/2" DIA 1 1/z %\ %� REQUIRED WHEN SOIL �� [699mm] [38mm] \\��\ -' ' BRANCH /\/\/\\/ \�\//\/\\//\/\/�:� /� j� 12" - - �_�I_l - --_--�----- 26 1/4" DIA 7 %/ /// j /\/ // / /\//\/// / CONDITIONS ARE UNSTABLE - _,_ t -- [178mm] /\\\�� (ALL PIPE) ° WATER 1F-� LINE 26" DIA 1 1 /2"/%% ��%/////%��/% ��% �/ %//%��i - [667mm] 660mm 38mm ° ' ° i '.' o t•: _ \ ° I I Ll 1/4" (6mm) DIA � 3 1/8" 24" DIA J NEOPRENE GASKET f- [79mm] ° ° "' "' 2500 P.S.I. 2„ [606mm] I I NOTES: CERTIFICATION OF 95/° o COMPACTION REQUIRED D W O -°"-'.•.o•.:•• a:,:,•.,'.••..•.o:�'THRUST BLOCK f 28 7/16" DIA 5/8" 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE 4 ° U [722mm] [16nI 23" DIA I D ° [584mm] BACKFILLED ENTIRELY WITH NO. 21A STONE. 2'x 2' BEARING _ 36" DIA [25" DIA] 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED 'a:: a' '...";o.:.: a ;. AREA [914mm] 635mm h � O.D. OF GASKET GROOVE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68, GALVANIZED STEEL BEAM, a � FRAME SECTION SECTION STONE SHALL BE PROVIDED. W12x14 (MIN. SIZE) 0 D° 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 3' MIN. PENETRATION INTO NOTE: PLAN BEDDING OF NO. 68 STONE, UNDISTURBED SOIL, OR AS NOTE ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE APPROVED BY THE SERVICE - _ - - CONNECTION "BOOT ". AUTHORITY i=III=III=III III=III=_ IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. EFFECTIVE AUGUST 18, 2005 I M 11-I 11=1 I l-1 11-I 111 TD-4 11-I 11--1 I I I I I -I I I IIIIIIIIITI Illlllllllll TYPICAL SANITARY MANHOLE TYPICtL SEWER PIpE SHOWING BRANCH TIE-IN UD.002 TYPICAL MANHOLE FRAME AND COVER uo.o38 INSTALLATION IN TRENCH UD-006 TYPICAL THRUST BLOCK IN FILL AREA UD-013 TYPICAL GATE VALVE UD-015 PLAN & SECTION N.T.S. PLAN AND SECTION N.T.S. DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S. 1" COMPRESSION x 3/4" MALE PIPE COUPLING VARIES -VALVE BOX V x Vx 1" TEE OR APPROVED EQUAL THREADED PLUG CLEANOUT ADAPTOR SIZE FINISHED GROUND FINISHED BRANCH o 0 0 4" AND VALVE AIR RELEASE VALVE, I� -� -� I I�I II I�I-II =� I-' M.J. PLUG SOFTTCOPPER -_ - THE SAME FOR USE ON ATTACHED SINGLE �� \/\ �/ / / 66 APCO MODEL NO. 143C AS WATER FAMILY RESIDENTIAL SERVICES MAIN OR DUAL RESIDENTIAL AND ADJUSTABLE VALVE BOX WITH LID. (1"), NO. 200A (1"), N0. VARIES GINGHAM & TAYLOR FIG. NO 4905 145C (2"), N0. 2 0 0 C (2"), OR APPROVED EQUAL BRANCH LENGTH VARIES � IRRIGATION SERVICES OR APPROVED EQUAL 6'-0" ° 6' MIN 2' TO 10' VDOT NO. 21A STONE (2701) � BRONZE GATE VALVE BOX NOTE: Revisions: BRASS OR BRONZE PIPE \\� NO SWEATED FITTINGS 1,08/10/06ACSAComments VALVE% 18" WATER MAIN ROD VALVE (FLARED ONLY) PLUG END OF 2.09/29/06 ACSA Comments 7 CU. FT.GRAVEL TO TEE DUAL SERVICE PROPERTY SERVICE LATERAL 3.11/03/06 ACSA Comments Arl 1" COMPRESSION x 3/4" 4.11/21/06 ACSA Comments DRAIN TO GRADE IIIIII II•\����\/\ 6" GATE VALVE V TYPE "K" LINE MALE PIPE COUPLING III-1i' \ \\\\\�%\ \ j///f�\//~D/�/\� SEE NOTE 6 ON-LINE SOFT COPPEIR OR APPROVED EQUAL IF POSSIBLE _ ° II -II 36"MIN��/ ° $ °°° 8" X 6"TEE °° o (TYPE B ) -111- 111„� (�-III^ �/ oO FOR USE ON DETACHED SINGLE -1 II I\\�j SECTION • FAMILY RESIDENTIAL SERVICE Varies WHERE AN IRRIGATION METER BRICK SUPPORTS OR o� o�' `o / / ° THREADED FOR IS NOT PROVIDED MAIN LINE 45°0'0" SOLID CEMENT BLOCKS 2500 P•S.I. CONCRETE /\ COUPLING AND BROOKS 2200 SERIES_ /\\\ \\/\/�/\/�� ROD THREADED CAP SINGLE SERVICE BOX WITH EXTENSION CRUSHED STONE BASE AND THRUST // D/, �\///\%/ /// % RODS TO MAIN IN �. LID WITH THE BLOCK AGAINST \\�j\ //���j\//\//\//� PVC SLEEVE UNDISTURBED STABLE M�``��` ALL INSTALLATIONS. METER BOX CAST IRON LID -� OR APPROVED EQUAL TYPE "K" SOFT SOIL, RODS SHALL BE IN UNPAVED AREAS COPPER GALVANIZED OR THRUST (SEE FIG, W-7) FINISHED GRADE CAST I IN NG EWER" STEEL PILE ASPHALT COATED BLOCK co NO. 57 STONE 1/4" BEND COUPLING LOCKWING ANGLE MUELLER NO. H-15069 ( 1") /�\�\�\\/\ / VALVE O Scale: NTS 'n lid LINE CORPORATION STOP, NO. H-15068 (1 1/2", 2") //i.�///�//// �� j MUELLER NO. H 15000 VALVE X 2" PIPE SLOPED FORD NO. L02-44 (1") iPOLACED ONT STONE) WYE-TEE OR APPROVED EQUAL NOTES: TO DRAIN IF NO, L02-66 (1 1/2") /j // Date: 05/15/06 i\\ FORD VV72 (5/8"x3/41 GRADE ALLOWS NO. L02-77 (21 1. HYDRANT MUST BE EQUIPPED WITH CHARLOTTESVILLE THREADS WHICH IS M.J• FITTING OR APPROVED EQUAL _z /�/� \�� VV74 (1") NOTES: THE LOCAL STANDARD, \ OR APPROVED EQUAL 2. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.\\ �� Project No.: 0609 AS INDICATED 1. A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED 3. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT /// / EQUAL, SHALL BE USED. ( INCLUDING DITCHES ) 2" GALV• PIPE\// METER PLAN 4. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. o BRICK AS NECESSARY Designed: RJA 2. FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS, FOR WATER 5, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. VARIES VARIES jv000 °°�oCPU 000 0 r NOTES: LINES 12" AND LARGER USE 2" A.R,V. AND FITTINGS. IT IS NOT ALLOWED IN THE DITCH. �cn`b�° n 4" STONE BEDDING 6. WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, ANCHOR 2" THREADED TAP CORPORATION STOP 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION Checked: RBM 3. IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN THE VALVE TO THE HYDRANT WITH 2-3/4"THREADED RODS IN ADDITION TO POURING (1", 1-1/2", 2") FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT PLUG MUELLER NO. H-15000 LATERAL PIPE SHALL BE 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE Ell THE MANHOLE CONE. 7. KENNEDY GUARDIAN (K-81A) MUELLER CENTURION (A-423)OR APPROVED EQUAL FORD NO. F-600, OR LOWEST PIPE CONNECTED TO THE MANHOLE. APPROVED EQUAL 2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES 8. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE NOTES: SHALL HAVE CLEANOUTS AS INDICATED. THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE DEAD END 1. SADDLES SHALL BE USED ON PVC PIPE. 3. GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT } Sheet No.: WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, 2• THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS (TYPE "A") NOTED ABOVE OR UNLESS OTHERWISE APPROVED. TYPICAL SEWER SERVICE LATERAL CONNECTION FF TYPICAL AIR RELEASE VALVE ARV UD-022 TYPICAL FIRE HYDRANT ASSEMBLY DD-014 TYPICAL BLOW -OFF ASSEMBLY UD-021 TYPICAL SERVICE LATERAL INSTALLATION UD-037 WITH CLEANOUT UD-018 SECTION N.T.S. DETAIL N,T.S. SECTION N,T.S. PLAN AND SECTION N.T.S. PLAN AND SECTION N,T.S, 48 Of: 50 METER SIZE DIMENSION A DIMENSION B DIMENSION C 2" 3'1" 5'0" 3'8" 3" 5' MIN. 10' MIN. 6' MIN. 4" 5' MIN. 12' MIN• 6' MIN. GREATER THAN 4" PROPOSALS WILL BE SUBMITTED. PIPE DEGREE BEND DIMENSIONS (FT) VOL. TEE AND PLUGS (FT) VOL. SIZE OF BEND CU•YD. CU.YD. L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 O.iS 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0,10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 3.16 2.91 2.66 0.32 22 1/2 1.66 2.16 2.69 0.13 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 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 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS COVER LIFT NOTCH PIPE SLOT (2 PLACES) NOTES: 12.37" WATER CAST IRON LID 14.5" D ri' u m� � vvn BROOKS 2200 SERIES SION 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. 2. PAVED AREAS (ALTERNATIVE LOCATION): CAST IRON BINGHAM AND TAYLOR NO. 6015-B OR APPROVED EQUAL. USE 6" OR BRICK AND/OR BLOCK TO INCREASE DEPTH TO 24". 3• FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID, TYPICAL METER BOX (5/8" -1" METER DETAIL TYPE A BLOVVOFF ASSEMBLY �., METER DESIGNATION FOR BUILDING 31-35 VD-020 N.T.S. SLOPED AREA 3'-0" MIN a� a 5" 12"MIN 12"MIN 12" FRAME & COVER - SEE TYPICAL MANHOLE FRAME & COVER DETAIL STREET SURFACE OR NON -PAVED AREA "WEDG LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL THE DROP CONNECTION SHALL BE ONE OF THE FOLLOWING: a• DUCTILE IRON PIPE (CLASS 50) b. P•V.C. PIPE BACKFILLED IN 6" LAYERS & COMPACTED BY HAND TAMPERS. MINIMUM ELEVATION DIFFERENCE ACROSS M•H. FROM INLET TO OUTLET SHALL BE 0.20 FEET c A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO, 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL SANITARY MANHOLE rB`� WITH DROP CONNECTION L 17 / SECTION DETAIL SCALE 1"=10' CONTRACTOR SHALL UPDATE ALBEMARLE COUNTY SERVICE AUTHORITY IF THE LATERAL CONNECTIONS ARE MADE IN A DIFFERENT ORDER THAN SPECIFIED ABOVE METER DESIGNATION FOR BUILDING 61- 65 DETAIL SCALE V=10' CONTRACTOR SHALL UPDATE ALBEMARLE COUNTY SERVICE AUTHORITY IF THE LATERAL CONNECTIONS ARE MADE IN A DIFFERENT ORDER THAN SPECIFIED ABOVE VD•003 N.T.S. r Scale V=10' Contour Interval=2' 0 10 20 40 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. TH OP G -ROBERT B. MCKEE" NO. 78 SS10NAL � W � Q � W o� w� U Revisions: 1.08/10/06 ACSA Comments 2.09/29/06 ACSA Comments 3.11/03/06 ACSA Comments Scale: AS SHOWN Date: 05/15/06 Project No.: 0609 Designed: RJA Checked: RBM Sheet No.: 11 49 Of: 5011 McKEECARSON CONSULTING ENGINEERS TOP OF MANHOLE A A B #4 REBAR na AN AND PLANNERS WITH DI-7 COVER DSCAPE ARCHITECTS APPROX. 12" IN 58" (TYP.) � CENTER OF ELV. 509.40 W/PYRAMID TRASH RACK � ® COLLAR h A 6„ 301 EAST HIGH STREET #4 REBAR d CHARLOTTESVILLE, VA 22902 i f APPROX. 12" IN SEE DETAIL C t:434-979-7522 12 AQUATIC 3d o -- PIPE OUTLET TO FLAT / f: 434-977-1194 BENCH PLAN VIEW d o AREA WITH NO DEFINED �/ \ ENTER OF VAVW mckeecarson.corn 15"X4„ - - � r-- 2-1/2" COLLAR 10-YR ORIFIC CHANNEL ® 1 N INV EL. 508.25 W/ FLAT ROOF EMERGENCY TRASHRACK (FR020501) SPILLWAY STRUCTURAL ���� SEE DEIAIL I ELV 510.04 MANHOLE 22 1/4" (TYP•) �����4__■ SC 1 McKee Carson and Field Sport Concepts, Ltd. 12 TOP ELV �`-- PLASTIC 0 ED IPE reserves its common law copyright and other 494.00 53 1/2" (TYP.) B PYn9 12" X 8" TOP OF DAM L a ' property rights in these drawings. All ideas, 1-YR ORIFIC A TOP VIEW A TRASH RACK ASSEMBLY ELV. 512.0 designs, sections, details, and plans are the INV ELV. 506.0 SECTION A -A W/FLAT ROOF 15' 0 % I property of McKee Carson and Field Sport INV OUT \ \/� Concepts, Ltd. These plans are not to be SEESDETAK 1(FR030401) 2 481.80 \\\\\j' d -TRASH RACK 3 1 18„ PIPE TO BE SECTION A -A reproduced, changed, or copied in any 12 - , - ^ _ _ ' _ MANUFACTURED BY CENTERED LA a�� �❑❑�� IN COLLAR form or manner whatsoever, nor are they KEY IN 6"-9"; to be assigned to any third party without INV OUT FILTER CLOTH RECOMMENDED FOR �[ U 1:19 HIM 540 722-4694 EERE OuEMa first obtaining the express permission and 480.00 ENTIRE PERIMETER D CONCRETE ANTI -SEEP COLLAR TOP OF RISER D0-027 consent of either McKee Carson or Field 10-YR WATER - A 1 8 DETAIL N.T.S. Sport Concepts, Ltd. LEVEL 0. PERMANENT INV OUT 497.00 INV INV 482.00 3'� STANDARD u PRECAST RISER ELV. 509.36 POOL �� VDOT EW-1 3d o (MIN.)\\, 100.02 L,F• 24" RCP la 15% A SEGMENT WITH MANHOLE FRAME B 42.92 L.F. 24" RCP FOR 15 "RCP _ _ ,_, 4.19% \/ FLAT TOP AND COVER FOR PERMANENT PLAN VIEW d POOLo u ACCESS - - - - ELV. 506.00 l - - - U PRECAST RISER I - ( �ALTH OF PIPE OUTLET TO WELL I OI �Q1 Gr DEFINED CHANNEL SEGMENT p ,� POOL CLASS 1 I I BOTTOM RIPRAP1. STEPS I I ROBERT B. MCKEE� ELV. 498.00 OUTLET _. L a -__ u L - - - - - N0. 8 PROTECTION CUT OFF TRENCH d50 =6" �' W 6" POND DRAIN TO BE DESIGNED BY SECTION A -A I I 0 % �- 48" REINFORCED 4 HDPE OCy�1� W/ GATE VALVE GEOTECHNICAL ENGINEER 1 2 (7.5' X 7.5'I ANTI -SEEP COLLAR \/�id� 4 ° ° CONCRETE PIPE ° D ° D D STRUCTURAL C AL �(�. ° ° ° .' ° ° . ° ° . a D ° D ° ° PROVIDE WATER TIGHT D ° ° ° D , 4 P ° 4'1.1 PLASTIC B CONCRETE BASE PROPOSED JOINT BETWEENANTI-SEEP °° 4D°°4D a ° °°°° ° °D ,°a ° °° ° ° ° TOP VIEW TRASH RACK ASSEMBLY (96" W X 24" D) MANHOLE COLLARS AND BARREL KEY IN 6"-9"; a° 4 ,° %4 p DD PRECAST RISER FILTER CLOTH RECOMMENDED FOR D 4 D D ° "1"'4 4 D p 4 4 A 3 (7.5` X 7.5') ANTI SEEP COLLAR ENTIRE PERIMETER a° D° a ° ;°° SEGMENT WITH a4 a PROVIDE WATER TIGHT NOTES: 4' 4 D BASE 4 D 4 4 D TRASH RACK JOINT BETWEENANTI-SEEP 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE• COLLARS AND BARREL 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. MANUFACTURED BY 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. SECT. A -A ELEV, B-B PLASTIC SOLUTIONS, INC. I i m A RETENTION POND SCHEMATIC ELEVATIONS XD-0,0 B OUTLET PROTECTION - PIPE C 48" PYRAMID TRASH RACK W/ CONCRETE RISER DD-055 540-722-4694 I XD-016 18 SECTION N.T.S. 18 PLAN AND SECTION N.T.S. 18 PLAN, SECTION, ELEVATION, AND AXONOMETRIC N.T.S. I I I CONCRETE RISER 4 PROFILE ALONG CENTERLINE a 810-FILTER s ___ 4• 6' BED ELV. BIO-FILTER--- 532.00 BIO-FILTER BED ELV. 3 3 ELEV, B-B DROP INLET IN-27 RIP RAP 1� CREST ELV. 533.00 3:1 SLOPE TO INLET BED ELV. 3:1 SLOPE TO INLET 541.50 N �1 CL. Al (PLEASE SEE SHEET 7C�LEAN-OUT W/ 539.0 DROP INLET 1-28 ° GROUTED CLEAN -OUT W/ (PLEASE SEE SHEET 7C) / A ti 1/2 16 3/4 22 1/8 27 1/2 3 1/16 38 1/4 43 5/8 49 54 3/8 59 3/4 65 1/8 71 1/8 6 7/16 81 7/8 87 1/4 WATERTIGHT - CREST ELV, 540 -CLEAN-OUT W/ � r ^ WATERTIGHT width code o2 03 04 05 os o7 08 os 10 11 iz 13 14 15 t5 CLEAN -OUT W/ CAP (TYP) CLEAN -OUT W/ WATERTIGHT / ts" MIN. B 11 1/2 16 3/4 22 1/8 27 1/2 3 1/16 38 1/4 43 5/8 49 54 3/8 59 3/4 65 1/8 7t 1/8 s 7/16 81 7/8 87 �1/4CAP (TYP) WATER ELVWATERTIGHT WATERTIGHT CAP (TYPJCAP (TYP) CAP (TYP) 542.00 (TVP.I50% SAND/ 30% TOP FILTER �, oa o5 os o7 os 0s 10 11 1213 1a 15 1 TOP ELV TOP ELV Q FABRIC M 533.50 50% SAND/ 30% TOP 540.50 50% SAND/ 30% TOP ",�' SOIL/ 20% LEAF MULCH 7 1/2 12 7/8 part code = fR + width code + length code + height code �- SOIL/ 20% LEAF MULCH �� SOIL/ 20% LEAF MULCH 3:1 _� SAND 0.02"-0.04" ASTM �hTightC code 01 02 (ex. FR080802) (SAND 0.02"-0.04" ASTM - M - 3.1 : _::. _ .. _ %:_� 3:1 :._ .- .. .. .. ...... , .. , .. - 0 04 S :�^ <�r,._-;r:�Y;�;' �' � f C 33 FINE) (SAND 0 02' A T SLOPE _ �-''' A "'�.TT?';1��.•.}" "°'i 'i 1,.,.'C .•Y 'tit.i,-...�a-!^':�i t•.x�, ,04_. ..Y �,.> �' ?s.AF, ��t. _ ;�� �=:. �.. ,: � ,w•- �- '��, - FINE) - >��" C - 3 3 FINE .. �..- i_ ,.�, J ... .•, , ; .�.. .-•: �: s' C 33 NEl SLOPE: ;x� . ,_ t f_ . :: > r ..: ) ,} } r .• �' r. -'= . �., .' CROSS-SECTION AT CONTROL SECTION SLOPE _ � --.f�}�,.���, -"'-�'<;,�'�yjy��.r 44�Nys ,j:�`<-.�:.�'��${}z yam^ - �,�'�; ��. (MAX) 2.5' r��';�>g�t�i�-� - .;s .. T"Y• .. -%Y .:.~'f t - - • ""j- :�. 7. �.�, .1�,� '• S. l A :i�J •i �. .,. _- r NOTE: CUSTOM I dj P`- }: T.^ Y - 1 j�.; �: �. ;�. ,' r.- ,�' MAX ?� �.r."t�'. �r. fit- . ? �:,) . MAX.. xa�� - :t _ (MAX)( I 2.5' r, p�q /� 2 5' ��� �` , � ,t - SIZES AVAILABLE UPON REQUEST t� •, <- ?���..,.�, : � ',:, ���•,��.�,�- .4 .�.. _ � .: �.... 7 CLEAN V�/ A ..�1• _y ��'htr... t., i., . :,��- #8 OR # 8 SHED `p,✓' T��-� r::.": `'- •�_ r?i. .; Sl: "�'.Yir .. �-' ,f..-" w jY �+:t"•-y"?�"��?��'.::T� •f� •�- r 7 • P. �et::,{�;:-::t�, � "• F,r: .+:-,t:may" -•� _ -s�.. , r ; w --. •g�; 4. �u r- :�i:= -+`• ,Vi:1�i;!t�i _ «.Y $v! h-act; 7:..{i. Y.iy,: > ..: 8 OR 7 CLEAN WASHED �.' .� .r'.- #8 OR #78 CLEAN -WASHED T a # # 8 4xP�STONESTONE;•r .._M,., t~Y?... rr..;�, s..= STONE 3 EXCAVATED _ ►-' STONE NEEDLE -PUNCHED E VATED EARTH SPILLWAY I FLAT ROOF TRASH RACK FOR 1 AND 10-YR ORIFICE 3, 3, 12" \ -- xD-oa, � DD-056 12" o 0 o NEEDLE -PUNCHED 12� � � NEEDLE -PUNCHED 6" NON -WOVEN 18 DETAIL N.T.S. 18 PLAN, ELEVATION, AND AXONOMETRIC N.T.S-. 6" NON -WOVEN 6„ NON WOVEN GEOTEXTILE FILTER FABRIC GEOTEXTILE FILTER FABRIC GEOTEXTILE FILTER FABRIC - LINING ENTIRE BIOFILTER � w^ LINING ENTIRE BIOFILTER LINING ENTIRE BIOFILTER _ H #57 CLEAN -WASHED #57 CLEAN -WASHED PIPE PERFORATED - #57 CLEAN -WASHED D ABOVE BEND STONE DUCTILE IRON FENCE OR RAILING DESIGNED BY OTHERS a' w STONE STONE FRAME AND GRATE I ) ++ C-33 CONSTRUCTION I a H SAND TILLED INTO 900 BEND I INLET AND OUTLET 3' MINIMUM -+`� 4" PERFORATED PVC 4" PERFORATED PVC 4" PERFORATED PVC 4" PERFORATED PVC SOIL (OPTIONAL) PIPE TO RUN TO ST-2A I ADAPTERS DISTANCE PIPE FU 1% SLOPE PIPE (chi 1% SLOPE PIPE na 1% SLOPE PIPE Na 1% SLOPE I (SEE TABLET VARIABLE SLOPE MAY VARY CONNECTED TO CONNECTED TO CONNECTED TO CONNECTED TO INVERT ( VARIABLE ADAPTERS CAN BE VARIES DROP INLET IN-27 DROP INLET tN-27 DROP INLET IN-28 DROP INLET IN-28 HEIGHT OVERALL MOUNTED ON ANY ��� it V #8 or #78 CLEAN- VARIOUS TYPES OF HEIGHT ANGLE 0 TO 319, TO I DETERMINE MINIMUM CAP BLOCK CROSS SECTION A -A #8 or #78 CROSS SECTION A -A #8 or #78 CLEAN- WASHED STONE OUTLETS WITH _ 15" HDPE FROM IN-9 (REFER SWM PLAN) 15" HDPE FROM DROP (REFER SWM PLAN) WASHED STONE WATERTIGHT ADAPTERS -f ANGLE BETWEEN CLEAN -WASHED I FOR: ADAPTERS SEE SLEEVE AND NON -SHRINK INV IN 527.50 INLET IN 28 TO IN 27 STONE INV OUT 534.50 ADS N-12 DRAWING NO. �lr\\jj\\ GROUT ROUND POST ' C-33 CONSTRUCTION C-33 CONSTRUCTION SDR-35 SEWER 7001-110 013. DIAMOND PRO \\/\\\ I SCHEDULE 40 DWV BLOCK SAND TILLED INTO SAND TILLED INTO SOIL (OPTIONAL) SOIL (OPTIONAL) RIBBEDG PVC PVC I3130 °�/\/\ DEPTH VARIES NOTES: NOTES: NOTES: BUFORRONAAVE // 9UFORD, GA 30518 M PHN (770) 932-2443 4 ��•' 1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION, 1• STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION. 1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION. BASIN MINIMUM PIPE MAXIMUM PIPE\��®�0�1�� FAX (770) 932-2490 �` Other Layers I' 2, CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO DIAMETER (D) DIAMETER DIAMETER www.nyloplast-us.com INSTALLATION. INSTALLATION. INSTALLATION. DWG NO. 7001-110-064 REV s 12 INCHES OF FREE I 30 4 30THIS PRINT DISCLOSE g SUBJECT MATTER IN WHICH NYLOPLAST ° D DRAINING AGGREGATE I HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS 7 / 24 ' 4' 24 THE DESIGN OR7TECOHNICA INFORMATION SHOWNEHfREIN SE OF REPRODUCTION OF THIS PRINT OR ANY INFORMATION REINFORCEMENT LENGTH p p CONTAINED HEREIN. OR MANUFACTURE OF ANY ARTICLE of , 18 4 18 EXCEPT SPECIFIC WRITTEN PEFTO OTHERS IS NOYLOPDIASt. > '' I GEOGRID REINFORCEMENT 2nd Layer I 1 B10FILTER 1 DD-043 BIOFILTER 2 DD-043 BIOFILTER 3 DD-043 F NYLOPLAST DRAIN BASIN 181124113011DO-044 a BF1 SECTION -LID Workshop -Culpeper Soil and Water Conservation District N.T.S. BF SECTION -LID Workshop -Culpeper Soil and Water Conservation District N.T.S. BF 3 SECTION -LID Workshop -Culpeper Soil and Water Conservation District N.T.S, 18 SECTION PLAN AND SECTION N.T.S, e 1 SAFETY FENCE AROUND THE RETENTION POND SECTION N,T,S, 1 RANDOMLY PLACED STONES 1 l� D� ALONG CHANNEL SECTION PROVIDED BY PINNACLE DESIGN BUILD, INC 6" MIXED SOIL COMPACTRED GRAVEL, COVER WITH FILTER FABRIC WEEP HOLES (al 10' O.C.; RECESS Revisions: FROM FACE OF WALL Private Storm System Schedule 1. 09/29/06 County Comments 4" MIN. SOLID STONE CAP STONE FASCADE 12" MIN. 3'-0" � 2.11/03/06CountyComments sH STRUCTURE GRATE TYPE/ INVERT INVERT W ID TYPE PRODUCT NUMBER TOP ELEV IN OUT PIPE DESCRIPTION IN-44 ADS INLET 4" STANDARD H-25/24 9CGS 544,00 -- 538.80 \ \ \ D \ �/�//��/�\ 37.71 L.F. 12" HDPE fa 0,80'/ 5 '� IN-46 AD IN ET 4" TANDARD H-2 / 4 CG 542.00 538.50 538,30 8 63,79 L.F. 12" HDPE 0 2.57% IN-P3 AD IN 1 " STANDARD H-25/1 CG 539.56 536.66 536.56 ��\ \ \\\ IN-P1 AD INLET 1 " STANDARD H-25/1 99CG 557.25 -- 554.25 7 �� FORERUNNERTM RAIL 1 1/4 j�RAIL R'W R\N/ // jam 160.72 L.F. 12" HDPE 3,36,° \/���\ ��� IN-P2 ADS INLET 1 " STANDARD H-25/1 9CGS 551.76 548.85 548.75 \ice\// \/� /%NOT/�%//\%j\/// o�oQ oo� o°� �` \D//D\/DO///D�jj 223,56 L.F. 12" HDPE fal 5,41% \\\\� ° 0C°b j\/��''\k - \ : IN-P3 AD INLET 1 TAN AR H-25/1 CG 539,56 536.66 536,56 ° 5/8"OX 18 GA PICKET � _ �� 155.79 L.F, 12" HDPE rd 8,64 /° 526.00 523.10 523.00 521/22" 17.53 L.F. 12" HDPE � 5.70% �� �� OF-P1 ADS UTFA 1 "FARED END SECTI N/121 NP 523,00 522,00 522.00 60 45 2��t�1X 16 GA. POST' Scale: N \D IN-P5 A INLET 12" STANDARD H-25/12 9CGS 525.00 522.00 ° TS 159.34 L,F, 12" HDPE 0 0.50% IN-P6 A S INLET 12 TANDARD H-25/12 C S 526,50 521.20 521,10 26.86 L.F. 12" HDPE d 3,72% Date: 05/15/06 IN-P7 A INLET 12" STANDARD H-2 /1 C 523.00 520.10 520.00 Project No.: 0609 159.10 L.F. 12" HDPE Id 0,57°i° 4" GRAVEL BASE IN-P8 AD INLET 1 STANDARD H-2 /1 G 523,00 519.10 519,00 63,54 L.F. 12" HDPE f� 0,79%_ 524,00 518.50 503,50 Designed: \��\�\///% COMPACTED SUBGRADE MH-13 MANHOLE CMU SOLID FILL WALL /\/ D///D//\j -- - °o I to °c I l0 $n BT #4 REBAR # 12" O.C. IN-P10 AD INLET 1 TAN ARD H-25/12 9CG 524.50 -- 521,50 2" 0 1 Io° 3 �� 0 1 I°° 63.37 L.F. 12" HDPE Id 0,63% I I 3 I t ° #57 GRAVEL WRAPPED WITH 21u o f 1° 0 a l I° 0 FILTER FABRIC IN-P9 AD INLET 12" STANDARD H- /1 C 524.50 521.10 521.00 Checked: RBM 23,04 L,F. 12" HDPE 0 2.17% o f l0 0 0 l l 4" PERFORATED PVC PIPE MH-13 MANHOLE -- 524.00 520.50 503.50 ° 1 t o o TO DAYLIGHT _ c II 0 o I1° NOTE #4 REBAR rr�i18" O.C. ° o ° o 0 0 0 0 0 0 3000 PSI CONCRETE FOOTING WITH AEGIS CLASSIC 5' (2 RAIL) X 8' NOMINAL LENGTH PANEL Sheet No.: REINFORCING AS NOTED AVAILABLE THROUGH AMERSITAR OR EQUIVALENT WITH APPROVAL OF ARCHITECT G STONEWALL CHANNEL PD-004 H PRIVATE STORM SYSTEM SCHEDULE K SAFETY FENCE AROUND THE RETENTION POND COLOR: BLACK 18 SECTION N.T.S. 18 CHART 18 ELEVATION N.T.S. DETAIL PROVIDED BY ROBINSON FISHER KOONS 50 Of: 50