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Home My WebLink AboutSDP201700069 Plan - Approved Final Site Plan and Comps. 2018-02-12U-) AjT -------------- SITE DATA PR OJE SPONSOR__ EET INDEX SHEET Nth. DESCRIPTION OWNER: MOUNTAINWOOD PROPERTIES, LLC, 300 WEST FREEMASON STREET, NORFOLK, VA 23510 BROOKDALE PARTNERS LP 1 TITLE SHEET DEVELOPER: BROOKIDALE PARTNERS, LP, 1821 AVON STREET, SUITE 200, CHARLOTTESVILLE, VIRGINIA 22902 A TTN: MR. WILLIAM PARK 2 PROJECT NOTES AND PAVEMENT DETAILS PHONE 434-979-2900, CONTACT MR. WILLIAM PARK 1821 AVON STREET, SUITE 200 3 BOUNDARY AND EXISTING UTILITY SURVEY TAX MAP / PARCEL NUMBER: 07600--00-00-046CI CHARLO TE S VILLE, VIRGINIA 22902 PHONE: 434-979-2900 4 EXISTING CONDITIONS TOPOGRAPHIC SURVEY PROPERTY ADDRESS: NOT ASSIGNED SITE NUMBER 5 SITE LAYOUT AND DIMENSION PLAN PLAN PROPERTY SIZE: 5.756 ACRES) 6 j ACCESSIBLE ROUTE PLAN PROPERTY AREA TO BE DEDICATED TO PUBLIC USE: 0.241 ACRES SDP2017-00069 7 WATER AND SANITARY SEWER PLAN ZONING: R-15 RESIDENTIAL, WITH AIRPORT IMPACT & MANAGED STEEP SLOPES OVERLAY 8 UNDERGROUND CONDUIT AND TRANSFORMER LOCATION PLAN MAGISTERIAL DISTRICT: SAMUEL MILLER 9 SITE GRADING AND DRAINAGE PLAN COMPREHENSIVE PLAN: AREA= NEIGHBORHOOD 5, PRIMARY USE URBAN DENSITY 10 WATERLINE AND SANITARY SEWER PROFILES CHARLOTTESVILLE DRINKING WATER WATERSHED: MOORES CREEK f SOUTH FORK RIVANNA RIVER RESERVOIR 11 STORM SEWER PROFILES PROPOSED USE: MULTI FAMILY RESIDENTIAL 12 LANDSCAPING PLAN TOTAL NUMBER OF UNITS / DENSITY: 96 MULTI FAMILY UNITS = 16.68 UNIT") PER ACRE, 72 1 BR UNITS, 24 3BR UNITS 13 LANDSCAPING DETAILS DENSITY BONUS FACTORS: AFFORDABLE HOUSING DENSITY INCREASE FROM 86 UNITS TO 96 UNITS OR A 11.63% INCREASE 14 SITE LIGHTING PLAN 0 cif - AFFORDABLE UNITS: ALL 96 UNITS ARE AFFORDABLE. THE DEVELOPMENT WILL COMPLY WITH ALL APPLICABLE COUNTY \c -,co 15 MISCELLANEOUS SITE DETAILS IMPOSED AFFORDABLE HOUSING CRITERIA. TAX MAP -PARCEL WAIVER /VARIANCE REQUESTS: NONE 76-46c1 0 � 16 TYPICAL SANITARY SEWER DETAILS SURVEY SOURCE: HAMRICK ENGINEERING, P.C., 540 -248 - CO 7407 VA s C. 17 TYPICAL WATER LINE DETAILS DA -rum: NAVID 1988 G E 18 ENTRANCE SITE, DISTANCE PROFILES AND VDOT REGULATORY INFORMATION C BENCHMARK: CHISELED SQUARE IN CURB AT N3890170.613 &. El 1475999.85 ON TAX PARCEL 76-1205G, ELEVATION 500.272 _-) 19 ROUTE 875 AND 1112 MOT PLAN DURING MILL AND PAVING OPERATION 20 PHASE 1 EROSION AND SEDIMENT CONTROL PLAN IMPERVIOUS COVER BREAKDOWN: LAND USE: S Q. FT, ACRES 21 I PHASE 2 EROSION AND SEDIMENT CONTROL PLAN BUILDINGS: 37,769 0.87 SIDEWALKS: 6,970 0.16 0/ 1000, 2000' 3000' 22 EROSION AND SEDIMENT CONTROL DETAILS ASPHALT PARKING PAVING 74,923) 1,72 93 POLLUTION PREVENTION PLAN 24 STORMWATER MANAGEMENT PLAN TOTAL IMPERVIOUS AREA: 119,662 2.75 417 Y7— Y/ z i MAXIMUM PAVED PARKING AND VEHICULAR CIRCULATION AREA: 1.72 ACRES OR 74,923 S.F. SCALE: 1 1,000' SETBACKS: IN REGARDS TO SETBACKS THIS PRO,JECT IS A NON -INFILL SETBACK DEVELOPMENT. IN ADDITION THIS PROPERTY IS A DOUBLE ---FRONTAGE LOT WITH FRONTAGE ON COUNTRY GREEN ROAD (STATE ROUTE 875) AND MOUNTAIN WOOD ROAD (STATE NOTE: SHEETS 20-24 ARE WPO SHEETS ROUTE 1112). FRONT MAXIMUMS DO NOT APPLY TO MOUNTAIN WOOD ROAD BECAUSE OF THE PRESENCE OF SIGNIFICANT EXISTING VEGETATION AND STEEP SLOPES AS PROVIDED FOR IN COUNTY CODE SECTION 4.19(3). FRONT = MAXIMUM 25', MINIMUM 5' REAR 20' w rl rM sit SIDE 0' PROJECT LEGEND .5' tn 0N, MW 'R q -INFILL BUILDING SEPARATION: MINIMUM SIDE SETBACK FOR ANY BUILDING THAT a SIDE SETBACKS/NON ABBREVIATIONS IN HEIGHT SHALL BE SEPARATED - N EXCEEDS 35 -FEE] VW k" z, grY'S SYMBOLS , FROM ANY OTHER BUILDING BY 10 -FEET PLUS ONE FOOT FOR EACH FOOT THE BUILDING EXCEEDS 35 --FEET IN HEIGHT. It"Mm, PROPOSE cc CENTER TO CENTER ED WATER LINE GI INISE-FR !\,,\I G F) c W/ SIZE REFERENCE CG CURB & GUTTER MAXIMUM HEIGHT OF STRUCTURE: 35' PROPOSED SEWER LINE f, CENTERLINE W/ SIZE REFERENCE Landpng ianniqfludinfic Works EXISTING WATER LR LINE CMP CORRUGATED METAL PIPE NUMBER OF EMPLOYEES: NOT APPLICABLE W/ SIZE REFERENCE CONC. CONCRETE T Acilk, Jr., P.E. EXISTING SEWER LINE DIP DUCTILE IRON PIPE RECREATIONAL AREA REQUIRED: 200 S.F. PER UNIT NOT TO EXCEED 5% OF TOTAL GROSS SITE AREA. B"raisill W. Blamand W/ SIZE REFERENCE A DELTA THUS 200 x 96 = 19,2100 S.F. OR 0.44 ACRES AND 0.05 X 5.756 AC. = 156 LaureR l 11 Road ---- -- - ----- -- EXISTING CONTOURS ESMT EASEMENT 0.29 ACRES OR 12,537 S.F.. THUS 5% MAXIMUM CONTROLS OR 12,537 S.F. Route 6121` st 540-248-7407 PROPOSED CONTOURS ELEV. ELEVATION RECREATIONAL AREA PROVIDED: PASSIVE DEDICATED OPEN SPACE = 8,325 S.F. Veronral, VA 24482 bwhen g(gveHzcn.jp_et EXISTING SANITARY MANHOLE Ek EXISTING CLUB HOUSE AREA = 1,825 S.F. PROPOSED SANITARY MANHOLE F.H. FIRE HYDRANT TOT LOT AREA = 2,600 S.F. ----------- r ----- I --- ------- GR GROUND SHOT TOTAL REC AREA 12,750 S.F. ---------- ---------- EXISTING DRAINAGE STRUCTURE PROPOSED DRAINAGE STRUCTURE INV. INVERT PARKING DATA: L LENGTH ---------------------------- EXISTING STORM SEWER MH MANHOLE BUILDING USE: MULTI FAMILY RESIDENTIAL PROPOSED STORM SEWER N/F NOW OR FORMERLY SPACES REQUIRED: 2.0 SPACES PER 2 BED ROOM UNIT __x ------- x ------ x ------ x__ FENCE LINE O.C. ON CENTER 2.0 SPACES PER 3 BED ROOM UNIT FE PROPERTY LINE UTILITY POLE PVMT. PAVEMENT TOTAL NUMBER OF 2 BED ROOM UNITS = 72 GUY WIRE EP EDGE OF PAVEMENT TOTAL NUMBER OF 3 BED ROOM UNITS = 24PLAN APPROVAL OVERHEAD UTILITY LINE R RADIUS RCP REINFORCED CONCRETE PIPE TOTAL SPACES REQUIRED: (2.0 x 72) + '2.0 x 24) = 192 -U-T- UNDERGROUND TELEPHONE R.D. ROOF DRAIN 7 _610P- EXISTING POWER UNDERGROUND R/W RIGHT OF WAY , I X5 I, SPACES PROVIDED: SPACES DELINEATED 185 SAN SANITARY H.C. PER ADA = — -PLIANNING ZONING TELEPHONE PEDESTAL WM WATER MAIN 192 EG EXISTING GAS TBM TEMPORARY BENCH MARK ALL SPACES ARE 9'x18' UNLESS OTHERWISE NOTED F/C FACE OF CURB ENGINEER PROPOSED SEWER LATERAL 6-51 W/ SIZE REFERENCE T/C TOP OF CURB TRAFFIC GENERATION FIGURES: P T/P TOP OF PAVEMENT IIOPOED WATER LATERAL W/ SIZE REFERENCE ITE LAND USE CODE: 220BUILDING OFFICIAL EXISTING FIRE HYDRANT T/S TOP OF SIDEWALK COUNTY GREEN ROAD (STATE T/C TOP OF GROUND NEW DAILY TRIPS: 591 PROPOSED FIRE HYDRANT W1 WITH 11v1_f �' C.O. SAN. SEW. CLEAN OUT AM PEAK: 44 ARCHITECTURAL REVIEW BOARD EXISTING CURB & GUTTER IPF IRON PIN FOUND PM PEAK: 58PROPOSED CURB & GUTTER IPS IRON PIN SET MOUNTAIN WOOD LQAPL�T�LIE ROUTE 112) S/W SIDEWALK NEW DAILY TRIPS: 84 REVERSE CURB & GUTTER AM PEAK: 6 FIRE OFFICIAL A PM PEAK, 8 NOTE: NOT ALL LEGEND ITFI�JS MM APPEAR IN THESE PLANS NAT H 0 t/.,0j) r ACSA BRASILf HAIMRICK, Jr. VDOT 110ENSE No. 31 A ©L 0/_ 9A 7Z- 12111,117 Jog /t/o. 02-020,6 S -)YE, ET C. 001 __ .1 - ___ - , ---.-- I,------------ - _____ --l- 1 __ ___.______ -.------. _ - - - __._.____ =_ - __ _______ __ ___ __ ___ ______ - - _____ ___ ______ ----------- ----..----- __ __ . C,�NIA , E Y ENERAL NO -FES. & SEWER CONDITIONS 11 i.� 11 I 0 1 CC 1 - ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF 0 6 � . CTION NOTES FOR SITE PLANS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE " �_5. �_7 T_ AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) �" ;_�� T4 ,---,., CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK, �4 Ul) .11 ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND P-4 _��. x Cn I . - a, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL � ��i W ,_ . EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). PPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN � �-� �), . '1-1' AY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. ECIFICATIONS AND REGULATIONS, THE MOST STRINGENT �� T_ DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY W DITION OF THE GENERAL WATER AND SHALL GOVERN. I - 11 0 2� ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS ON SPECIFICATIONS, AS ADOPTED BY THE ACSA. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE 'LATEST U.S. DEPARTMENT OF D OF VDOT UNLESS OTHERWISE NOTED. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA .3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS. EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 6, ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF (3.5) FEET OF COVER MEASURED FROM THE TOP OF* SAW -CUT AND REMOVE 18" WIDTH OF :5. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER - __ -- CONSTRUCTION. THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT 4, ALL, SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. WATER LINES, ETC. U TIE INTO EXISTING PAVEMENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC 5. THE MAXIMUM ALLOWABLE SLOPED IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER 7. ALL WATER AND SEWER APPURTENANCES TSIDE OF ROADSIDE DITCHES. CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH SECTION 105.14(C) SLOPES OF' 3:1 OR BETTER ARE TO BE ACHIEVED. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A TYPICAL BOTH SIDES D BRIDGE SPECIFICATIONS. 6. RAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE FUTURE EXTENSION OF THE LINE. 4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO, -LEAD REGULATION BRASS FITTINGS EFFECTIVE AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, AND VIRGINIA SUPPLEMENT. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SLIGHTL TIONj CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED 9, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE GENERAL UTILITY NOTES CONSTRUCTION ACT`ivrr�. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY CONSTRUCTION INDUSTRY (29 CFR PART 1936). 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE THE DEVELOPER FROM THIS RESPONSIBILITY. 5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND GENERAL CONSTRUCTION NOTES FOR STREETS: UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO 5,7 CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. NYl ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY 1� GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) 2. ALL EXISTI�G UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE APPROXIMATE FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN -THE DEVELOPMENT WILL BE MADE BY THE COUNTY. E QUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT TOP 0 6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS DISCOVERED, NOTIFY HAMRICK ENGINEERING, P.C. AT PAVE E �� ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK WITHIN OF CONSTRUCTION. (540)248-7407. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL _1_,11-77 , VDOT RIGHT-C)F-WAY. 3. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. ZZ11 _____ 7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION ADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE 3. ALL HYDRANT LOCATIONS To BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL I - - 12, BE ARRANGED AND HELD BY THE ENGINEER AND/OR SUBMITTED TO VDOT. IF A SUB GRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. !--",--- E TRACTOR, VARIOUS COUNTY DE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. 4. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK 7-1 EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT 0 RSE. SPECIFIED IN THE DRAWINGS. REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY I-_ 5. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE 6. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPEED 'HUMArP DETAIL REQUIRED OR REQUESTED INSPECTION. CL FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SPECIFICATION UNDER 217. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS E NTS LIC ROADWAY VIA A CONSTRUCTION 0 >_ SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN 7. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE I-_ ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION V) Z GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE HYDRANT. 3.02 OF THE 'VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. LI -I :::) FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 8. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT 0 0 6. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO 9. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SHALL BE MAINTAINED THROUGH CONSTRUCTION. THE DEVELOPER SHALL HAVE, () VDOT CG -9 (A,B OR C). SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE VIRGINIA 7. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING DEPARTMENT OF CONSERVATION AND RECREATION (VDCR) IN EROSION AND ry SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL Li STANDARD PE -1. PIPING OR CLOSE TO OTHER FACILITIES. DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER INSTALLATION CL 8. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, As SHOWN ON THE 1 1 � WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED. Lij TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS. p.s.i. (MIN,) 10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED U� 9. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL 12. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER ON THE SITE DURING AND AT THE END OF CONSTRUCTION. > E EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. , ............... 777"71 EWER LINES WITHIN EXISTING OR PROPOSED VDOT Lli r� BE NULL AND VOID. G RIGHT-OF-WAY SHALL HAVE A MINIMUM FORTY TWO (42) INCHES COVER AND --- -_ - 11-1 . - it L_._ --' _., __�__-_- J WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT ----- , 10, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC COORDINATION NOTES I ------- 'll- 4)" - R=2 PLANS EXCEPT IN HANDICAPED CONFLICT POINTS. . CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. RAMP AREAS WHERE GUTTER PAN 12. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, 11, TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, 1. -)THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS; VDOT SLOIPE SHALL NOT EXCEED 2.0%. SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF Z_ IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE LAND USE PERMIT, ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, AND ALBEMARLE COUNTY BUSINESS LICENSE ; I CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SAFE AND CONVENIENT ACCESS, L PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING 1111 T P: I 11 11 �".. - , ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE >: � "I = -11 * NOTE- Li 12, THE SPEED LIMIT TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS APPLICATION FEES AND REQUIRED BONDING COSTS. . == . 6 IP I ": 1) ' MINED BY THE ENGINEER AND APPROVED BY VDOT. 2� ANY TIME WORK IS PERFORM' ONTRAcTOR IS TO NOTIFY, - SEE PAVEMENT DETAIL THIS SHEET C L-� DETERMINED BY VDOT FOR PUBLIC ROADS. ED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE C R . , .- _____�__. - I . . . . 13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED 13, VDOT STANDARD CD -1 OR CD -2 CROSS DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINE OR 13"Ill .' . . IV . . . . . . )$ FOR PARKING LOT PAVING REQUIREMENTS DOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL. - _-L- 11MINAMM CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. = . 11 �. 7 EXTEND SPECIFIED STONE BASE 1.0' PAST WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED = 0[ � 4 . 4 . . TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN Lli !� 14. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND .� . A . A " 4 , . /I BRIC 'I-, 1 I __ 1`1 . .. . . . �'J, . , - .. Id, " SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE 0) ECTION SHALL BE CONDUCTED IN ACCORDANCE .. . . 14 . Cq INACCESSIBLE TO VIDOT OR COUNTY INSPECTIONS. THE VIDEO INSPr PRIOR TO THE START OF ANY CONSTRUCTION. I . . I . UND SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A !;� '_1 WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. = . 4 .. . ORMED IN in - 4. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY if =1 .. . � 0 _....... ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. ____ M8000jumam I CODE. NUMMUNAMMAN r, LAND CLEARING GENERAL PERMIT HAS BEEN �, I- +� TION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS I -J. VIRGINIA STORM WATER MANAGEMENT PROGRAM (VSMP) PHASE 1 TH E BOTTOM OF THE C 14. ALL ROADWAY FILL, BASE, SUBGPADE MATERIAL, AND BACKFILL IN UTII_11-�/STORM � b 0 S �" "t Z OBTAINED BY THE PROPERTY OWNER. - 6" - 1 22-01) ----------------- a- GUTTER MAY BE CONSTRUCTED EWER TRENCHES SHALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF I t�- -_4 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR 'TO THE PRE -CONSTRUCTION I- U ;� 00 0 LOPE OF SUB- THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, �11) A N CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK MISCELLANEOUS NOTES THIS AREA MAY BE CONCRETE OVIDED A WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY . 4�, . iA � t6 0 PRIOR TO THE FINAL INSPECTION. MINIMUM DEPTH OF 7" IS DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT, DENSITY TESTS 0- Z -11 > Re) (je 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO 1. PORTIONS OF THE PROPERTY DESCRIBED HEREON LIES) WITHIN FLOOD ZONE AE OR THE 100 -YEAR AND 500 --YEAR MAINTAINED. SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE 13 ��o MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND FLOOD PLAIN, AS DETERMINED BY THE UNITED STATE FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST .41 l� - � 0 VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. ON THE FLOOD INSURANCE RATE MAP (FIRM), NUMBER 51003CO229D WITH AN EFFECTIVE DATE OF REPORTS SHALL BE SUBMI17ED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. ;�, �J:j 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THrE FIRST STEP IN FEBRUARY 4, 2005. 1 15. VDOT STANDARD CO AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED 0 �� - t 4� �a, CLEARING. 2. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OR AS SPECIFIED BY VDOT. z . - � � I OF PIPE AND SERVICES TO HIS OWN SATISFACTION. Ll tj I I 13:� ;_., COMABINATIOIN16' CURB AN' 'U"ER (C"k-6) &on �_, 4. VED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE STE AT %.j - 16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED 11� � ALL TIMES. 3. HORIZONTAL DATUM: NAD -83 ------- - - - STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS I' I I �, I�A , 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS VERTICAL DATUM: NAVD 88 NOT TO SCALE THE RESPONSIBILITY Or' THE DEVELOPER. LLJ q, U (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT 4. EXISTING TOPOGRAPHY FOR THIS SITE IS BASED ON A FIELD SURVEY PERFORMED BY HAMRICK ENGINEERING, P.C. � ,;--q 17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE :� -7 �� - U �, EOSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN DURING MARCH , 2015. AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT rt �_ APPROVING AUTHORITY. 5. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY VDOT'S DISCRE710N, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE 0 ` �V, 11Z 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES OVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. Z ;Zt �� ENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. NSE. LI J a,� 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT AILL TIMES DURING LAND 18. THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL - 4 � MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL to V� - M '-O DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY V, . d 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE, MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO � .11 i q 0 (11 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. _V1 = P4 00 ;� - - , PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. �3 .:4 d C-1 19. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY -� � W ,,� THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 2. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC. C, 0 C-1 > MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE � �0 � 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVIING. DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD I ,rs � IM 'I 0 g 11. ALL WASTE MATERIAL SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS 3. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, AND CABLE WHICH SERVE THIS FACILITY AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN I S� ,_ 4 ; �3 +� , STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. SHALL BE LOCATED WITH A MINIMUM OF 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE Z Q 11) 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE 4. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIIRGINIA OVERHEAD HIGH VOUFAGE LINE SAFETY SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO - l-4 W) P4 > SECTION 5.1.28. OVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE 4" THICK CONCRETE WALK CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN -_ ____ ,- - - MIN SLOPE 1/4" PER 1.0' THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF - - 1.3. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF NSE. r- S AWAY 'FROM BUILDING OL STRIP. ALBEMARLE. 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREET MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND NOTE: PROVIDE 30LB FELT BOND 20. ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE TANDARD AND SPECIFICATIONS. TTING BUILDING 315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE HOURS OF 7:00 AM TO 9:00 PM. 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 0) 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, UNLESS INDICATED OTHERWISE ON PLANS. AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. .j OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER - (SEE DETAIL THIS SHEET) CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. APPLICABLE OSHA REQUIREMENTS. SIDEWALK WIDTH IS UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND < 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH 6.0' ADJACENT TO PERPENDICULAR PAVEMENT WHERE SHO GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND MENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS NTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION PARK17�,,'= IN VD( T_T___Z__W_0_ PLANS EXCEPT IN HANDICAPED TESTING OF THE CONTROL STRIP. THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORI -ION OF THE PROPERTY. SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. AND R RAMP AREAS WHERE GUTTER PAN 21. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS a) Iiii- I I 1 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, LA EQUIRED IN ALL STRUCTURES GREATER THAN '12' IN HEIGHT. SLOPE SHALL NOT EXCEED 2.0%. THIRTY-SIX (316) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM W W AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYE GRASS AND 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS O I _7_7__7__,U_ . . OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE 1,iii- 0 CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES �_,777 - .. FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION : . .: . 4. � . -6 . - � . . 1 ,�.I. - EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING 10011110111, '. . � 4 , . . TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 8OLBS/10OSF. ALTERNATIVES ARE AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR -E.- � I �., , .* - ", g . - .4 . . . __ -- PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE . . I I . : _.!L__�. ,,_- - .. , . __� .�= _-q -L U �. �:j - .. " __ !�� 17_% STANDARD PB -1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION - . � , -- \ --- - L BY THE COUNTY EROSION CONTROL INSPECTOR. EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, ;01__-�7�1-_J--�-�-�7' ,�-,t--C:D--��-!=,-��-�,�-t-77i;.=�l,-,I - - "�'�, , - y. I . ,v - ,L,j- - �Y7 __k- . � I , I . - . . , . . Iq . � I -f � ." 11 qENT SEEDING, AND MULCH. AGRICULTURAL AT N 0 . . � I K 1C I!--- C , ��, -_ ;�, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION - �`G .__ , ") _(_ ?I * 4 . . Id . � . - -. ��,-Sn_/ r� ERMAI' 7QE_,QZ,2,, " aAk �- - I - A , l�_�e_ ,A__",j - , M �� IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION ANUMW , -) C�; . . .. 11. ..' , � _.. - - -��c -1 , _4� , - - -F. " , ,� STABIL17 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, P � �_ - 6-U ;,-��e)e Z t�'OE- ) r`_C� -1 _) 4 �_ - I , -, , " -- , �_I(:5 - --- ) �6 �� - - C;D - ?, - ,,cg? 116__ -�,,, )�-_�'n --,o ,b_0 i , -x-� . - - ` ,I- -z-, , , - I I . , x ,/ 111'r , _. � 11 , 1- - Tr_ GM1E111_,_ `1 -0- " �� .. .. - �,_, ----\�__�� )`�� O,zxD -C)C-'--C)-,,--",rn)e � , 22. THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF GRADE LIMESTONE SHALL BE APPLIED AT 9OLBS/1OOOSF. INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. ADDITIONAL COST TO THE OWNER. �12_t) - . _S; . . . .1 A � � , ZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. A0.100 ��_�'� _?_,VxL__7_\ _�1_2sf . . . � . ..' ., 4� I. J, ,_z ) , . _�7 --- -- Z �_ i - V�r - , FERTILIZER SHALL BE APPLIED AT 10OOLBS/ACRE AND CONSIST OF' '10-20-10 NUTRIENT MIX. PERMANENT 11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE' CONDITIONS, AVAILABLE SOIL, AND __,__T[T'__�M ;_Ml i ��_7_1 T'�,T_=�:::>( J, . C, I I '-C,-- - -; _!----_Zn'_j, J 7 Y_ - 11C r, "t, -_ I....- Uj I - - -_ /A I I- �,- � -__X � _ -1 I I 11 - - EXPLORATORY BORING POSED FOUNDATION ELEVATION TO . �V:__ I I I*, , x, , 'r )� L, , ill � SEEDING SHALL BE APPLIED AT 180LBS CRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND HYDROLOGICAL DATA, REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS 1 E i&_� , ,,,'( r_,,jL 1<�� )C, I I -- I �� , I , , , - - - - - ;� - - , X T, 7 - I I .0 lk O-5'%0 PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1000SF. TO PRE -VENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO I! 17- '. - 11 I � 114W-)�-56,�,x�gk ) .1 I - _- ii ___ 1_1 1=1 -1 I __- DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR , , , 4" VDOT NO. 21 -A ;I',,_ V111 " ,,, T � I , I- I - __ I ... '�' :E , -_ L_ ;ZI 11 )-_F_�,( x -y ,P- '4�- -I ,,,12��! ki ALTERNATIV TY EROSION CONTROL INSPECTOR. FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OF PIPING TO PREVENT I -1 1_k_L.._��- SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEK EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER .Z- I I F- I- . - I',- 1- -- - EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTING W Uj SIDEWALK - -- BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN LEVELS IS COMPLETE. STANDARD PB -1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND --) > 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RIESEEDED WHEN 12. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT ACTED ) SEE PAVEMENT DETAIL THIS SHEET CAST -IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) NECESSARY TO ACHI ASS. SILT FENCES AND DIVERSION DIKES WHICH ARE COLLECTING SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. TO 95% STD DENSITY FOR PARKING LOT PAVING REQUIRE'MENTS INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION 0 < � L SEDIMENT 'TO HALF THEIR HEIGHT MUSH BE CLEANED AND REPAIRED IMMEDIATELY. 13. AU PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM 'TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR EXTEND SPECIFIED GEOTEXTILE FABRIC AND IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION ,- 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ASE COURSE 1.0' BEYOND STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. a: 0. SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION ROAD AND BRIDGE SPECIFICATIONS. BACK OF CURB (TYP) 23. APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF ^ CONTROL INSPECTOR. 14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED THE APPROVAL LETTER. U. C] 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 24. VDOT STANDARD CC -12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON ORDINANCE SECTION 17-204G.) 15. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE "T YP1%C",'AL CSIDEWALK DETAIL Z 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE SLOPE IS 2:1 (HORIZONTAL:VERTICAL) WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE 'TO - 25. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B.) BE ACHIEVED. NOT TO SCALE PLANS IN ACCORDANCE WITH VDOVS INSTALLATION CRITERIA. < 16. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT. GRADING IS MOSTLY COMPLETE. 1 17. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). � 18. PRIOR 1-0 COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS I AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY I a NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH ____ --- - __ 111111111 < DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE M CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. 19. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL mi () 0 COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN"' ISSUED BY THE DEPARTMENT OF JUSTICE ON = = �, SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED �_ �> 1 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO a) - , MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. -- < - NON -CONTROL JOINTS TO BE 6"- 4000 Pl-'-'l CONCRETE W1 I ____ ------- ________ 0 �: I -_ � CE :z __ TIED TOGETHER USING 5/8" CONTROL JOI`N'TS EVERY 1 O' I.. I _. ,�11 0 ___ ________ - __ DOWELS 18" LONG SPACED I �� A � W :D AT 12 -INCH C'ENTERS I I �z -J,, 0 , - . . � - - . �, I I ' _j () � - Al , . . . . A .. A NO. 3 BARS @12" O.C. I 11 ,FA_Lt-' ,, . - . 14. . 11 . , . . . -I _._____ - V_A-P4G4P4r-_'ER1_t4G9 ,F1,'1C_b.'t',�, ., , - ,,,,, I - . . . . . . 11. . , , I . I � " . I . . EACH WAY CENTERED IN ,� ,�4 .q. b , � , , , �� -M W C - I'll - � --L _ ..... 9�4" .AQ,- '.3 * i. 0. ..0 -�__2. _0- 1--) A I ,_N tt . � A - , * , " I SLAB E�Igiaeer,,; , Slirveyors � Lalld plettiners ,a :,� A , I 1q. . 11 . ly . I , . 4 - * . A . . , � . -�k�, 14, 3 _ . ;I . .A 0 _j I "N I - � __ . . 14. 4 . . _j �f,N _1 '_ �. ,�� : . U - _' . 'M , 1, � a, 11 I O� I � I I , _z - - �- 'Zoning Certification, cont'd 0 0 0 0 0 G A1011111111 W Cc �� 0 0 0 0 0 0 10 0 0 () VDOT NO. 21 -A U n < Tf % I !, I ', f N r_% r% r_� C'%---- - . I - ,,� , COLFINTY OF ALB_.EMrV11,E Current Zoning:_R:II _5R_e51J,%_e_o1_ir_1I L,6_1j_1tI-_'FL1rr Lh-.- �1m,VI�na1]__d_--,n_s_'r1Y of _Frffee r, LULu_v d 1, ,\� I ,��.>�"\� \__ November 30, 2017 -, Dep,irtment of Coxnmunfty Deve1opment and the following other applicable conditions: Addition al bonus density is allowed for the - \ . � x 1� \ '11, ., - I \ � \ . % 1.1 I , ,\,� - 11 \ . �i M ___._�______________n .< W 401 NIcintire Road, North Wing affordable housing being proposed in order to achieve the- ad-ditional 1 2 units for the total Mr. Christopher P. Perez " ------ _ a: U) im Charlottesville, Virginia 22902-4596 ----------------- Senior Planner ___ Phom (434) 296-583-) -.---------------- Fax (4344) 972A1'26_________ of 96 d,.vellin.g unif�. County of Albemarle _j TAIL 401 McIntire Road M < Zoning Cerfificaflon Other Descripfive Iniforr-natiol-1: - DENSITY. Charlottesville, . DATE: September 26, 2017 -----------------.�----",,-------- ______ FOR CONCRETE DUMPSTER PAD RE: Recreational Amenity Substitutions for Brookdale --�---------------------------.-------- NOT TO SCALE 'TO: Virginia Housing Developmerit Authority ----.-------- --.,-------------�-------,------- Dear Mr. Perez: 601 ,')'otjfh Belvidere Street Richmond, Virginia 23220 LOCAL CL-RTIFICATI(AN, The purpose of this letter is to request substitutions for the required recreational Aftention: JIrn Chandler facilities for the development entitled Brookdale. The reason for the request is safety C_'heck (,-)ne of [he following as approprinte: concerns with swing sets and springer animals. In addition the basketball court does not JOB No. 17-0182 R E': ZOINING CERTIFICATION match up with the maAjority of the targeted demographic of this developr ent and can I - P. , become a nosie nuisance for those not using the facility. Name of Developmeni: - Bro - okdale --------- ORThe zoning far -the proposed deveflopment described above is proper for the proposed __ SCALE 1 " = 30' reidenfial development, To the best of my knowledge, there are presently no zoning _-.__1_1__ - 11-1 ------ Specifically, the developer would like to provi�e substitute facilities for the __ ' Name of Owner/Applkcanl: Broc)kdale Parfners LP violations outstanding on f his property, No furf her zoning approvals ond/or special use requirement of two (2) tot lots and a half court basketball court. One tot lot and the half . I ._______________________ permits ore required. ___ court basketball court would be substituted by the facilities within the clubhouse along DATE 10/23/20'17 , , , , Nar-r-ie of Seller/Currerif Owner: Mountainwood Propertie� LLC.' 2" HOT ASPHALTIC CONCRETE -NOTE: IN AREAS WITH THE HATCH SYMBOL F"', ,.% + � ----. � P. �, +. �- with'the passive recreational opportunities within the combined 0. 1 9 -acre area behind -_ _.___ - 0 The developr-rient described above is an appra,ed non-confori-ning use. To the best of SURFACE SM -9.5 AL PROVIDE AN ADDITIONAL 2" OF :`:_1,- ::-, -1 -1 buildings I 00� 200, and 300, The amenities within the clubhouse include a fitness _�� _� REVISION DATES: (, r:ii center, yoga/stretch area, community room, and setting porch. The equipment within the .. - The above -referenced Owner/Applicant has asked this office to Complete this form in-iy knowledge, there are prese nf 1%/ _nro , l�l�T;iolaii5,�r-�3'o�jfQ.tanding on this property. VDOT IM -19 INTERMEDIATE COURSE �, "� ASPHALT IN ADDITION TO THE TYPICAL letter regarding the Zoning of 1he, proposed Developr-nent (more fblly described No further zoning approvals andl'or special use-p4niihs are required, second tot lot would be substituted with the attached modular play facility. 1 ' �x _� below). This cerfification is lendered solely for the purpose of conliffming proper ,-I- ,_ _", -/ ;�� : � �_, �,- -� �P_ 1! - �12 zoning 'tor the --site of the Developrnent. It is understood fhaf this letter will be used by ----/ - _,,z'-�I,��<,_e,-�- ,,k-�_ �-_,--�,_`:-- - I I �_ I i I Your consideration of this request is appreciated. If you should tave any -1 , t:n1___j_ 1-ap ___ I - 11 11,11.1'... .r" -6" CRUSHED AGGREGATE BASE TYPE 1, VDOT 21 -A questions, or need additional information, please contact me at yo r earliesit the Viiginia Housing Developi-nent A Urthlority solely for the purpose of determining Signafor'6_ ik, V�k-yn_jf-jq, "., LI 1� ., N 1�) 'Er , "," �,F -, 14'r _,,� , , 1-11, . k� i �K r ",`- -,, � I I - J r � mc�, , f 'fir - � A _� V5� I .1 0 1 , , COMPACTED TO 95% S NSITY. convenience. I I ' i - "'?, I I'll, Vlk j "� " -�,,, whether the Development qualifies 'or points available tinder VHDA's Qualiried Ronald_L, H I n �s,Adi C �P 4C, � V- - X11, (� _ I �Q�_ ____________________ - 1, , " " �_?_ 1� PLACE FIRST 4" OVER GEOTEXTILE AND FINAL 2" Allocation Plan for housing fax credits. Printed Name - i f-, 11, 4w b � %�, . ,-, �, 11 � -1-1-w" I 11 � 1:y� � ,�.�, J ,_ � IJ4,� � AFTER COMPLETION OF HEAVY BUILDING 11�� 1� - 1_� . I � �1,- U1 _1� , I ' -7 cLr�i �i , / D r �' �,. �'� - ( 1�4 � I i� , , 16- �', - C, h i e, f o f e )uty Zoning Administrator � - ;; � yr) �_ 11 TION OR AS DIRECTED BY OWNER. .1 11 . - I- I 4 411�0 ,11 , IQ) V��, I ____ - �1`��`, � .1 , , 11 A I M_ 3 DEVELOPMENT DESCRIPTION: __________�_ _2_-'-- ____ ______ - I _� - I - .. ". , ____ �_ I I I Sincerely, - � ,�, �7- K; 7 NT\ - 11 -7-"-7 - �_, , , 7\- \ , Title of Local Officicil or Civil Engineer ,,,- , �-,� ,,,- � , - X, \-' XTEND 1 _ff7<`,4� %� I , - , , 1\ , , .�, \N �' - \ 11 \ � - �� , , , \ � , -,-. \ 1\�� i , . _�, - � 1� I .1� OF CURB. � -5�� 1 ", � .." � � � � - -nent Address: _14�L4LZ_?§� X2 ex'. 3225 11 �\ I \ I I � I A\ I .. \,� " \ � � '� , Devs=lop,, Phone __ - -------------,- N tMicluntainwood Road, Ci-larlottesvill e, VA 22903 ---------,----------- 11 1-" � ��, h \ I _Longityde 38.00598 I'_'. ntitude 78.52409 _St.pteMb.er 26, 20 1 7 -------------,----- PROVIDE GEOTEXTILE FABRIC N V, �1) ) I\ � _ - ---------------------- \ t �\ I it ( ". \ 1� � --------.- ----.---------------- Date AS SPECIFIED ON SUBGRADE � � OVERLAP SEAMS 12". FABRIC SHALL � 'T- j - - , Q �V) Legal Description: EXTEND 1.0' BEYOND BACK OF CURB DENSITY. I Brasil W, Hamrick, Jr., P.E. +1-5.7 acres of land ,,A�ifh ir�nprc)vernents thereon and appuffencinces therelinto and Ir YPICAL PAVEMENT DETAIL . ,------------,--�-------�------------,-.------�-- -____ I j__% Cc: William Park __qjcjq�i 9 i n � ood Road to the 1',lorth and Country Green Road. -lo -the South, -_ �_ .._.__._ - in the Counfvof Albemarle, ViLU�Lr�ia, ld(�-_nfrfie�!_as Tax Mar) Parcel �-,�urnber ___ tj " ERIOR "'I'VES `ND PAWN` 07600-00-00-046C]. ___________________________,______.__.____________ F"R UNT Uri A %..A - SHEET No. /Y) (LI, , _/, _ P I ) I , _ __ � , Proposed Improviaments: 156 Laurel _11ill Road (Rr. 612 -E.), verona, Vy� 2'4482 - (540) 2118-7407 - Fa -x (5-40' 248-7408 _,) __) _ � �2 l2ilf 1' X New (_`onsfruction: 96 TIr-' Units 4 # Buildings 119163 Total Floor Area Sq. Fl. ' *)6.'p 7 , ___ . _ . _ . , . / , . , . 4 . � ��j . , j . . I I 1 "OW7 . F M �Z,��, !ff- �� rl--:: . Tq4j F 11n, I "I, q1t, 11 [ 6 Z - > W -, ____L��4 ix - = -0 - E - _-�.�,��,v I I , N_� (LT I I I I , ""M I � __� - /__ - 2r �� , " C'� ,,, I I I - Tr .___ ___ ___ 1 3 1. I O" " 0 2 C1 Ad,aplive Reuse: 4 Units ___ # Buildings ___ Total Floor Area Sq, F-1 Ll Rehab'ililafion: CMU 11 # Units ------- # Buildings ____ Tolla I Floor Area Sq. Ft, . . PLOT DATE: 01/29/18 SOUTHERN RIDGE DRIVE EXISTING 12" CMP CULVERT INV IN = 519-99 SPEED LIMIT INV OUT 518.57 SIGN, 30 MPH NO PARKING SIGN PAINTED WHITE m LINE EXISTING '18" z RCP STORM SEWER INV IN=517.16 PAINTED WHITE CD rn VILLIAS AT SOUTHERN RIDGE S ASSOCIATION UNIT OWNER TAX MAP 76-1205G ENT ZONINED: PLANNED RESIDENTIAL DEVELOPM EXISTING U) CURB INLET ENTRANCE W/ 35' RADIUS REiU�NS M SEE SHEET C.018 AND C.019 FOR OTHER VDOT REQUIREMENTS AND INFORMATION EXISTING DI -3 c� 13 8"ES CURB INLET _1 - ' 112.00- _BUILDING 400 FOOTPRINT = 5,026 S.F. \�r---"==----- \ ` -- - \ 007TAGE "uppeFR\ " uAGREEN WAY\ �� ~ � ^ ~ ��879)�� ----' --- [�80 / \ \ ` EXISTING DI -3 � \ 00 CURB !NL 1.51 ET '\ \ \ I OA >- \ FACE OF CURB SET 14' OFF EXISTING EOP NOSE END OF CURB~` {J DOWN TO ZERO REVEAL TYPICAL BOTH SIDES / �-R=45� __----- \ \ 27.60' � _9D\v�-4 PARKING ANALYSIS BUILDING USE: MULTI FAMILY RESIDENTIAL SPACES REQUIRED: 2.0 SPACES PER 2 BED ROOM UNIT 2.0 SPACES PER 3 BED ROOM UNIT TOTAL NUMBER OfF 2 BED ROOM UNITS = 72 TOTAL NUMBER OF 3 BED ROOM UNITS = 24 SPACES PROVIDED: SPACES DELINEATED 185 TOTAL PROVIDED 192 ALL SPACES ARE 9'xl8' UNLESS OTHERWISE NOTED GENERAL NOTES: 1. ALL D|k4EN5|{)NS SHOWN ARE TO THE FACE OF CURB, PROPERTY LINE B]P, OR FACE OF BUILDING UNLESS OTHERWISE NOTED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS. ANY CONSTRUCTION STAKING COMPLETED BY THE CONTRACTOR OR OWNER BASED ON THE BUILDING CONFIGURATION SHOWN ON THE SITE PLAN DRAWINGS OR ANY CIVIL ELECTRONIC FILES RELIEVES THE ENGINEER FROM ANY LIABILITY RESULTING FROM ERRORS 'FOUND IN THE BU|LO|0E CONFIGURATION SHOWN ON THE SITE PLAN. THE ARCH |TECTURAL PLANS CONTROL THE BUILDING DIMENSIONS. 3. REFER T0 MECHANICAL DRAWINGS FOR EXACT LOCATION OF UTILITY PENETRATIONS INTO THE BUILDING. 4. HANDICAPPED SPACES TO BE DENOTED AS RESERVED FOR HANDICAPPED VERTICAL SIGNAGE DISPLAYING THE UNIVERSAL SYMBOLS. ACCESS AISLE SHALL BE MARKED VY/ STRIPES WHICH CONTRAST THE NORMAL WALKING SURFACE. 8. CURB RADIUS RETURNS ARE 5.0' UNLESS OTHERWISE NOTED. 7. ALL RETAINING WALL ARE ARCH}TECTURAL BLOCK SEGMENTAL WALL SYSTEMS. ALL RETAINING WALLS SHALL ALSO HAVE A 48" TALL VINYL COATED CHAIN LINK GUARD FENCE. 8. REFER TO SHEET C.014 FOR LOCATION OF SITE LIGHTING FIXTURES. SITE LIGHTING SHALL NOT EXCEED 0.5 FOOT CANDLES BEYOND PROPERTY LINES. 8. ANY NEW SIGNAGE REQUIRES A SEPARATE APPLICATION AND PERMIT PRIOR TO INSTALLATION. LJ=�" z��.0071,VILLIAS AT SOUTHERN RIDGEUNIT OWNERS ASSOCIATIONTAX MAP 76-1205GZONINED: PLANNED RESIDENTIAL DEVELOPMENT0 0oeCLUBHOUSE AMLE-7NITIESSETTING PORCH03FITNESS CENTERYOGA/STRETCH AREA 7N 4CLUB ROOM W/ KITCHEN BAR FACILITIES 8NOTE: THE CLUBHOUSE SUBSTITUTESFOR ONE TOT LOT ANDONE-HALF BASKETBALL COURT.EXISTING FENCE TO BE REMOVEDIINLETEXISTING STORMCA ZZRCP GUS vr- f- fil EXISTING I.30Ouj�Z)17 CIDINV 133011A cpDUMIPSTER ENCLOSUREACCESSIBLE SCREENEDW/ JCONCRETE APRON. SEEC111 , �jSHEIET C.015 FOR DETAIL6.0' DOUBLESWING GATE F- GpjEcm� CULvERT HANDICAPPED \61INV SPACES W /8'INVOUT=500.9,0 11ACCESS AI/SLEON1" 01 EXISTING CONCRETE DITCH UJTO BE REMOVEDLL UJI0877leCCESS AISLE49,TURFcinlmN& t4c)SF CuJOB No17 2ALL RE INING WALLS35 SCALE 1 30'COATED CHAIN LINK GUARDFETY SURFACE MATERIAL FENCE (TYP�490 WUTHIN FALL ZONEFRO35..47' /TOT LOT AMENITIES DATE 10/23/2017MODULAR UNIT FOR AGES 2-12REVISION DATES:WITH A MINIMUM CAPACITY OF 40 INV OUT=445.72LOIN E?FOLLOWING FEATURES: DOUBLE STRAIGHT25' STORV5 SLIDE, CURVED SLIDE, CLIMBING WALL, ARCH R S ER1% CLIMBER, ADA STEPS, AND VERTICAL COIL LADDER +2 BENCHES WILL BE PROVIDED AND SAFETY SURFACING0 EXISTING INLETs - Rol N MEETING ASTM F1292-99 WILL BE PROVIDED. ALL x -Ew- TOP=454.3212ACCESSIBLE ROUTES WILL MEET ASTM 1951-99 STANDARDS,EXISTING THE 2,600 S.F. AREA WILL BE FENCED WITH CHAIN LINK THROAT INV=452.64UTILITY FENCE. Z INV !N=446.02"I �_�CENTER LINE NEW\01 END CG -6 24' CG -1 I MODERATETAX MAP 76-46A VARIABLE WIDTH ACCESS --X CURB AND GUTTER VOLUME COMMERCIALGAMBIT, LLC & SNOW PAWS, LLC ET ALS EASEMENT TO STORMWATER NOSE CURB END ENTRANCE WITH 25'P.O. BOX 6846, CHARLOTTESVILLE, VA 22906 MANAGEMENT FACILITY TO ZERO REVEAL RADIUS RETURNSZONED R-2EXISTh\IG UTILITY POLE --/TING UTILITY LINE'EXISTING EXIS 11 EXISTINGUTILITY UTILITY0, POLE 0 POLEIAX MAP 76-46A SHEET No.S, LLC ET ALSGAMBIT, LLC & SNOW PAWP.O. BOX 6846, CHARLOTTESVILLE, VA 22906 0ZONED R-2 ciCOPLOT DATE: 01/29/18 1I i II SPEED SIGN, 30 MPH Il a7 I II 1 II i NO PARKING SIGN 19 II I Ii I COTTAGE GREEN WAY (RT. 879) LENGTH DEPENDENT ON LONGITUDINAL SLOPE OF CURB LINE CURB HEIGHT = 6", ACCESSIBLE DUMPSTER UNIT SHALL BE EQUIPPED WITH DOOR HARDWARE THAT IS EASY TO USE AND OPERATE AND IS WITHIN THE REACH RANGE OF A SEATED, WHEELCHAIR-BOUND INDIVIDUAL AS PER THE FAIR HOUSING ACT ACCESSIBILITY GUIDELINES (FHAAG)] DETAIL OF ACCESSIBLE DUMPSTER NOT TO SCALE 43/41- 1 4y4" PROVIDE PENALTY 00 Rr E 3 E IR V E LI) 4r__ as SIGN WITH 1 INCH HIGH LETTERING 8" 411, OR 'VAN ACESSIBLE" SIGN. lop HADDICAPED PARKING SIGN NOT TO SCALE > 0 `t @) 100 12 8 200 12 8 LENGTH DEPENDENT ON LONGITUDINAL SLOPE OF CURB LINE CURB HEIGHT = 6", ACCESSIBLE DUMPSTER UNIT SHALL BE EQUIPPED WITH DOOR HARDWARE THAT IS EASY TO USE AND OPERATE AND IS WITHIN THE REACH RANGE OF A SEATED, WHEELCHAIR-BOUND INDIVIDUAL AS PER THE FAIR HOUSING ACT ACCESSIBILITY GUIDELINES (FHAAG)] DETAIL OF ACCESSIBLE DUMPSTER NOT TO SCALE 43/41- 1 4y4" PROVIDE PENALTY 00 Rr E 3 E IR V E LI) TOW -AWAY ZONE as SIGN WITH 1 INCH HIGH LETTERING 8" 3' 3" OR 'VAN ACESSIBLE" SIGN. DETAIL OF HADDICAPED PARKING SIGN NOT TO SCALE > 0 `t @) 100 12 8 LENGTH DEPENDENT ON LONGITUDINAL SLOPE OF CURB LINE CURB HEIGHT = 6", ACCESSIBLE DUMPSTER UNIT SHALL BE EQUIPPED WITH DOOR HARDWARE THAT IS EASY TO USE AND OPERATE AND IS WITHIN THE REACH RANGE OF A SEATED, WHEELCHAIR-BOUND INDIVIDUAL AS PER THE FAIR HOUSING ACT ACCESSIBILITY GUIDELINES (FHAAG)] DETAIL OF ACCESSIBLE DUMPSTER NOT TO SCALE SIGNS SHALL BE MOUNTED ON A POST 3" OR ATTACHED TO BUILDING DIRECTLY IN FRONT OF PARKING SPACE. MOUNT NO 2" V, LOWER THAN 4 FEET NOR HIGHER THAN 2" 7 FEET FROM THE PARKING SURFACE TO BASE OF THE LOWEST SIGN, FOR SPACE DESIGNATED ON PLAN AS 61' AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM 1 INCH 2- HIGH LETTERING MOUNTED DIRECTLY RR nw "RF-,FRVrn PAWN('" q1rN IL 43/41- 1 4y4" PROVIDE PENALTY 00 Rr E 3 E IR V E LI) TOW -AWAY ZONE PARKING SIGN WITH 1 INCH HIGH LETTERING 8" 3' 3" OR 'VAN ACESSIBLE" SIGN. DETAIL OF HADDICAPED PARKING SIGN NOT TO SCALE > SIGNS SHALL BE MOUNTED ON A POST 3" OR ATTACHED TO BUILDING DIRECTLY IN FRONT OF PARKING SPACE. MOUNT NO 2" V, LOWER THAN 4 FEET NOR HIGHER THAN 2" 7 FEET FROM THE PARKING SURFACE TO BASE OF THE LOWEST SIGN, FOR SPACE DESIGNATED ON PLAN AS 61' AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM 1 INCH 2- HIGH LETTERING MOUNTED DIRECTLY RR nw "RF-,FRVrn PAWN('" q1rN IL PROVIDE PENALTY 00 $100--$500 FINE TOW -AWAY ZONE ly SIGN WITH 1 INCH HIGH LETTERING L 700E DIRECTLY BELOW "RESERVED PARKING" OR 'VAN ACESSIBLE" SIGN. DETAIL OF HADDICAPED PARKING SIGN NOT TO SCALE NOTE: ALL CURB RAMPS SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG) SECTION 4.7. ALL TYPICAL WITH NO EXCEPTIONS. IF ANY CURB RAMP COMPONENT SHOWN ON THE DRAWINGS IS IN CONFLICT WITH ADAAG REGULATIONS THEN THE ADAAG REGULATIONS CURB SUPERSEDE AND GOVERN. HEIGHT = 0" NOSE CURB END DOWN I-, I I I TFIRU SIDE SLOPE AREA CURB HEIGHT CURB HEIGHT GUTTER SLOPE SHALL SIDEWALK GRADE & PAVEMENT NOT EXCEED 2.0% IN GRADE SHALL MATCH IN THIS ACCESSIBLE RAMP AREA AREA. ZERO CURB REVEAL. HEIGHT = 0" DETAIL OF CONCRETE ACCESSIBLE RAMP TYPE A N -T -S I I = = 101IRRISIM LENGTH DEPENDENT - ON LONGITUDINAL SLOPE OF CURB LINE SIDEWALK GRADE & PAVEMENT GRADE SHALL MATCH IN THIS AREA. ZERO CURB REVEAL. MIN. WIDTH = 3.0' "�-GUTTER SLOPE SHALL NOT EXCEED 2.0% IN ACCESSIBLE RAMP AREA �*-f 1, r 1 11-0,11150,11XIII BEGIN FULL 6"DETAIL OF (-.'0NCR.ETrE_ ACCESSIBLE RAMP TYPE C _ CURB HEIGHT 2.0' �__ FROM WALK INTERSECTIO : GUTTER SLOPE SHALL .AIXI� NOT EXCEED 2.0% IN SIDEWALK GRADE & PAVEMENT ACCESSIBLE RAMP AREA GRADE SHALL MATCH IN THIS AREA. ZERO CURB REVEAL, DETAIL OF CONCRETE ACCESSIBLE RAMP TYPE B N-T®S Two tests have been established to determine site impracticality. Because of its topography and the character of the development proposed, the Site Analysis Test has been applied to determine the site feasibility of Brookdale. The following summarizes the process and findings of this test: Step A: Calculate the percentage of total buildable area of the undisturbed site with a natural grade less than 10% slope. Total area of the site: 5.76 acres Buildable area of site: 4.60 acres = 200,376 s.f. Area within the buildable area with slopes < 10%: 2.30 acres = 100, 188 s.f. Step B: Calculate the percentage of accessible units Percentage of site area with slopes < 10%: (100%) x {100,1 s.f./200,376 s.f 50.00% Total number of ground floor units proposed = 40 units 40 units x 0.50% = 20 ground floor units required to be accessible. In addition to the number of units required by the preceding analysis, all ground floor units must meet the design requirements of the Guidelines if they are served by a planned building entrance which is on an accessible route, i.e., on a walkway having a slope no greater than 8.33% between the planned entrance and a vehicular or pedestrian arrival point. This requires the builder/developer to review the site plan a second time to determine if additional accessible routes and/or entrances have been created that will increase the number of covered accessible units. Whenever accessible routes or entrances have been created to provide access to the minimum required number of units, any additional units that may be served by those entrances also must meet the irequirements of the Guidelines. I I 00 Building # # # Ground Floor Units Ground Floor Units on Accessible oute > 0 `t @) I I LEGEND HANDICAPPED PARKING SPACE W/ ACCESS AISLE ACCESSIBLE ROUTE !fo, 0 0, qckN7 N, 4N 0 10, 1�00 N % N % 5' LANDIN'SVIII, 4 RAMP TYPE C \\\\V/ SLOPES EATER THAN % yi INXANY DIRECTION" �VIY AL) # RAMP TYPE 8 HANDICAPPED SPACES W/5 ACCESS AISLE 0 II_ N `V k \ 30' RAMP 0 11:12 SLOPE (8.330 W/ CONTINUOUS HANDRAILS (TYP.) I 0 ALL RAMPS SHALL COMPLY WITH ALL PROVISIONS OF ADAAG SECTION 4,8 1. TYPICAL WITH NO EXCEPTIONS ACCESSIBLE REC AREA INCREASE WIDTH OF SIDEWALK TO 5.5' THROUGH OUT RAMP SYSTEM PROVIDE HANDRAILS EACH SIDE OF WALK 1 VDOT CC -12B RAMP 0 0 11 G CO JOB No. 17-0182 SCALE 1 " = 30' DATE 10/23/2017 REVISION DATES: SHEET No. tri' i 6 UMUU6 PLOT DATE: 01/29/18 Building # # # Ground Floor Units Ground Floor Units on Accessible oute > `t @) 100 12 8 200 12 8 300 12 8 400 4 0 0 TOTAL 40 24 Ljj ;4 Based on the site and practicality analysis, 20 units are required to be accessible for the buildings listed. This number has been exceeded by four (4) units. > LEGEND HANDICAPPED PARKING SPACE W/ ACCESS AISLE ACCESSIBLE ROUTE !fo, 0 0, qckN7 N, 4N 0 10, 1�00 N % N % 5' LANDIN'SVIII, 4 RAMP TYPE C \\\\V/ SLOPES EATER THAN % yi INXANY DIRECTION" �VIY AL) # RAMP TYPE 8 HANDICAPPED SPACES W/5 ACCESS AISLE 0 II_ N `V k \ 30' RAMP 0 11:12 SLOPE (8.330 W/ CONTINUOUS HANDRAILS (TYP.) I 0 ALL RAMPS SHALL COMPLY WITH ALL PROVISIONS OF ADAAG SECTION 4,8 1. TYPICAL WITH NO EXCEPTIONS ACCESSIBLE REC AREA INCREASE WIDTH OF SIDEWALK TO 5.5' THROUGH OUT RAMP SYSTEM PROVIDE HANDRAILS EACH SIDE OF WALK 1 VDOT CC -12B RAMP 0 0 11 G CO JOB No. 17-0182 SCALE 1 " = 30' DATE 10/23/2017 REVISION DATES: SHEET No. tri' i 6 UMUU6 PLOT DATE: 01/29/18 \ 11�,I ,I 1�1 __�_A� 11 I 11 11 I I I I �� ~��0�M�� 11 11 SOUTHERN ��|�� ~��'�� I EXISTING ACSA / [I I FIRE HYDRANT I I 0 I� ' + I' 0-1 — __ — , '�l I �� EXISTING 18' m�' /|' RCP STORM' SEWER '\ INV |N=517.16I !ill \ IIIII --- ---ufl/ | � / .' \ � / ` \ - / �� / \ \ \ ASSOCIATIOVILLIAS AT SOUTHERN N ��' i \ \ / 7 / � ' � �ON|NED� PLA��'�Eg�ENT�L DE�EL0P�ENT IIIII /| � / ` I /| /| \ \ // \ 1 / � \ / \ / III I Ill I | / \ `I / \ i� / \ \ ) \ ' \ iiii . / � � / �/ / ( / U \ �� / | �J� \ | | \ \ o � .m/ / .� / / � / / ` EXISTING DI -3 qlt CURB INLET I It I � ji� I I 0 1 � 12" ACSA D.I. WATER LINE ,--�, N 0, . i I . SSMH CNTRYgRN-1-S - / Ili � I 1 3��_ _&� F_�_ --- _.______� -_ ____ - il _�_ - - _____ - -_ (_!�__ 8'ES— — -- -- v 8"Es - -0- '� 11�, S BJFR j ___ - - -- -- - _--v — X,.D 11 ACSA WATER CONNECTION NOTES 1.CONTRACTOR SHALL COORDINATE WITH ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RVYSA 12" V0ATERL/NE, CONTRACTOR SHALL. USE DUE DILIGENCE TO PROTECT THE ACSA 12" WATERLINE DURING CONSTRUCTION AND TAPPING. 2. CONTRACTOR SMALL VERIFY THE HORIZONTAL AND VERTICAL U]CAT0N, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12° WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. ACSA 3HALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING �LEEVE 5MALL BE APPROVED BY ACSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE APPROVEU �Y A�SA PR0R TO THE TAP. 3.A MINIMUM OF 3 BUSINESS DA�(S' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPP0NG SLEEVE. THE TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT OF THE 'TAPPING SLEEVE' A CONCRETE PAD AND THRUST BLOCK SHALL. BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO SET BEFORE THAT TAP IS MADE. 4. PRIOR TO MAKING THE TAP' THE TAPPING SLEEVE SHALL AND VALVE SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST. THALL BE TWO HUNDRED P3| OR ONE AND ONE HALF(1.5) TIMES THE TME ANT)C|PATED WORKING PRESSURE OF THE LINE, WHICHEVER IS GREATER FOR A DURATION OF THIRTY�/�D\ MINUTES WITH NO PRESSURE DROP. ' ' -CSA SEWER CONNECTION NOTES 1, ALL CONNECTIONS TO ACSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT, 2. ALL CORING METH0D3, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY ACSA IN WRITING PRIOR TO CONSTRUCTION. 3. ACSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT ACSA ENGINEERING A MINIMUM OF J BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. 4. BYPASS PUMPING WAY BE REQUIRED AT THE SOLE DISCRETION OF ACSA STAFF. 5. GROUTING OF MANHOLE BENCH OR INTERIOR MAY BE REQU|RED, AT THE SOLE DISCRETION OF ACSA 3TAFF, FOR A SMOOTH TRANSITION OF FLOVY, 6. EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF ACSA. 1. EACH RESIDENTIAL APARTMENT BUILDING WILL BE EQUIPPED WITH A FULLY AUTOMATIC SPRINKLER SYSTEM PER NFPA 13R. THE CLUBHOUSE/MAINTENANCE BUILDING WILL BE EQUIPPED WITH A FULLY AUTOMATIC SPRINKLER SYSTEM PER NFPA 13. ALL FIRE DEPARTMENT CONNECTIONS (FDC'S) ARE LOCATED AS SHOWN ON SHEET C13 AND AND C14 WHICH IS BUILDING FRONT OR ADDRESS SIDE OF THE BUILDING. ALL FDC'S ARE WITHIN 100 FEET OF AN EXISTING OR PROPOSED FIRE HYDRANT. 2KN0X BOXES WILL BE REQUIRED ON EACH BUILDING. OWNER TO COORDINATE WITH THE ALBEWARLE COUNTY FIRE MARSHALLS OFFICE FOR LOCATIONS. 1. ALL SEWER LATERALS SHALL BE G" OR 4" PVC SDR 35. SITE CONTRACTOR SHALL PROVIDE CLEANOUT ASSEMBLY AND MAKE CONNECTION TO PLUMBING CONTRACTORS 3TUBOUT. \ REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF UTILITY PENETRATIONS. \ 2. SITE CONTRACTOR SHALL INSTALL DOMESTIC WATER SERVICE LINE AND FIRE - . I--- 'Tr - " METER D\� va), . __ __Trr__, � \ ��J___ / ,�,, \ / 1, � , \ 5/8" METER _____�=LgiR�Z VALVE INSIDEI, \ \ �p I - _77�� _� k�ll - ' BU�LDING REQUIRED ___ = - X ,\\\�\ " I, " 1,� - - - __?,� z , \ I � - - �� ", I DOUBLE DETECTOR \ \ I EXISTING 12"X12"X8" TEE \ \\ � It or ---� " , - _,_ __� � CHECK VALVE INSIDE � \ \ \ it, 11 - � A, 1-1-_____ -6 - r 111" �\ , I V -D __-� \ , -7, \y __ " 1 I - - I \'d yA , 1� c \ 5 0 L�\]�� _ 495-_5 A, ,�., - _1;� \ \ \ >1 11) r, 1-11, , r" 0 � --- �.p VA , � a k I ,-, .9 \ L I , . / - 5� � \ ,,� - I/ � , __ __ I \ __ _____, k , I -�- \ 1:� I \ , \,� - � , , _______0 \ \ I ------F 1 ___ ,�-J-----,, -4", , , I (5 - I�N , \ 3-5 " -F_?,N�- - , 11� I - 0 14'.� 0 'I'll.- A __� - - ,, __Iil�15\ -6� k 'js� I I \ \ "I'll, I ! I R ,� ,.a A.0,61. � I I I � --, _�; , I v�.&; 4�, lt� __________1 -.Z: . -A \�� IIi V, \ \ ,��_O,,�,-1 4 " � I .� 11 �ADVE - -.-, 4-02 r \ ", I �, ii� -A �a 01 % 3; �D 0) ?� \ 0 ��_I.s , I � i _?Nk I . I -, -9 -\ -,k " A', \ 01 z_ \ �Al \ \ ', . . , -Z Y,% -P- - r tQ — '96 0, . � I IN 1B\3kVDi , / 0 n 01,1-A, _",, - 0 cl�. ) n - \ 11 -- i�� _QV L_ .- 1, -- \ "" � -1 _j5 -0 G-) C"Vi -�-_ �, \ � - `\� � i I 16 , -� ( z_ -�- , , rn \ _T3 01 - �16 , \ , lwo�j , A , � \, "'I -, 1)k \ i \ 0 � � ,- - - __ ,� c-- z \ \ A --A 0 , " I , I '?-\' _0 0 A P - _--:�\�'n \ % '�,,,' -, "', 1, . " \ 4 . _n \ / EXISTING STOR N � I `\ ALL CONDENSATE DRAINS ARE 4" ADS N-12 - . k , � TA f- � i, __', \ \ 4 _� V __ � f-11 - �, 1__,9 � �� I INLET -\-,\ \\% 1 1 I ", -_:�,'E- 8 7��j ic- I -, �-j c"I \ I, .�� 1, I , ) I j: , ; 'G A , \ � 1�_ \ - ':� --I VA \ \ 1, 11� . n z, .�_ A ) 0 \ Wk - � \,-\ 41- __1 ir�� -,-� (-,A \ \ 0 \ ,- lzz�____ - ,\ 11. \ - I ,,i - , - _/ " . �,__� I \ \ � 01 __ -�; :5_� -0 \ cn I , \ \ IN V 0 U ` 1�_ _ __A _�pl \ I I J I �I J- �� (� " Tp i 0 "Iti \ , (D \ \ \ 1\ \ ,�, . , `- --�,,, 1, N\ \,\11 11�5)1 , vv \ \ 01 \ '] ;, I I I� SG?�s . T 0�1 , ( - \ , ---,3 --A \1 \ 1� � _)7 a �\\ r- 75�. � A � � � \ \ \ kk ___ \ /�, ,,,, , 10 __� iyl k_1 0 _� i \ _A --I- 40, " _�_ \v, 'p 108 I lrz, 0 ,� -1 '. \\ I 0 ,��;,j Cu ,V\,\ \0 -) ,!, - (y " , - /(I/.- ss�A" A - 4 _____ ( -��'. \ lc,�11� \ -n - - 'i, ,-)! ,:,-;,, , A � V 1� - 's",> _,, I � - �y,j �tA t,,e,4�' 4 --A I\ , - , , -1 I I - 1� sv, I," \ \ I I I , �'3 r" I(- - v ,�� 14 \ "' � \ � , � i h\ 7, - �--,,, I �,`) \ \c,1� I , - _'� _�_ A", I " 9 C I 1. � I A3 r \ I I" . I ': --/ ,0 -''-. I � , \', �__ , 001 4 __7 :�_; ,Z ,� \ .�, ,)/x I/ I-, MET � \ _�_ \ \ � 3, 1 ___j , 2f��_ _�,N\ 5�/�'\\ " 1,1,� - - �i I - �* ', --------------- - _u_ I __ zx", 11 V _11,�\ I ' I , - , B')(b vr j - - -, ,__ / �\ �, \ ,� - \ \ SEE ACSA CONNECTION �_, \ I - - I ) A - ___* ______ __7_____ �Iu ,�� -1, I I _ \�,.� % \ � A i . 7 1 4 - �. I , u " \ 1�_ \ I\ , " ",-- - O -R � \ \ ,\ .'s � i k � 9 ` I \ , I _,,� \\� 1\1 , , , - \ ,�, 11 1-11 \ \�x\,\ , \ I - , �X\ I, 0 1, \ . 'g, , �, ______- , \ i \ 0 0 \-1 ,\ ,�z 0,�Z" 0 \,� (y, \ ,_�-, `40, - '. Uyl 1�_; . � \, N I \_ 1:_�"_� I \ \ bk Iv, 4� '\\\\ _'\," ,� '"" -_-_ _— - � 1� - , I, - I (I I \ , ', - ---- , \ ,,�, \ \ -FH 8 'A ,,-_----\\ I, %,�?, ?N�-�,E��N" , , V I +96.Al - 14 I \\ �, � � /' 1. \,1� 'I'y / ,Z�, �,q ," )\� ,�� 1 " , /IV .01 -7 i �x ,, , , , 0 \ \ \ \\\ ( / " J t,- % -rl,�:-, <1 ls�) I , " r *, ,�', k ,i� " L\ -1,30 � I e I, r u / 'tJ -,j zl R4 1 4" , _, I �n_))_ - ___ __ lil - I \ \ 1\ 1\ >/� _ . ',,?,��olljpeolr_ ____1_s ,�-&��,, \ I I, - - ____ - - i - i, _J/� " - 1%, -- - , --- ______ / �y -'_,-,' 2 (D4 __��IR n_311_ I *1 I ,- e, -:s _'�g - _-_ ___ ), ,� ',,,,',/ , `�� \ , ". � , / , COPPER , 'j gg , Q,j 3 Z14 __�11'_, ol - I \ % I 2, Q/, / , - " -_ - --:,::_--7--_ L "Fq - --I,A-- I � � - , \ \\\ \ , , ,, `<, 1_ G;�� ,1/ I ----I_ - - I _11. , \ .. - ____ ___ . I - / -, ,�Z'F--..7 VAUL� __::_��,_, 0___, _____ - __ � _J��_ \ 0-- - I I\ \ \ � I / � � - I i 1�"� 0 - I ` ,_��\ I I- _N, , _i> I -�� / �q , - ./ -_,"// - __ � I ) --- ` ' _ 4�U \ 11\ _�, , ,/,',Ji--"�,�� I" , ,,�,, /_.,, ",\ __� - - I 111i,, L v __\___ \ . "71 6,> "I , &` , 0 /0 - \ � — ,7 1-1 //�, ' ', 11- '111", - . _Aov��, - 35' \ \ \ /�, ?I�Al,�01�, ,?"" ,"', \ _1'111 I " �ADPIE,w_ 10 �\ I, \ - , - /) - , � 4 430 6A \ \\\ � `k , -, - " iaui-v�r_�) _ - �m I ,Ru_ L� EXSDNG ACSA '^~�~.~�« \ \ -�~�- nw~'� ~' FRE HYDRANT ` EX|5VNG �D \_----- \ e" SC ��-� � �s� LRY '~- #11572 \ UT-^~��`._� ^ � ^~ Je% ` POLE ^-,~-~`~,~ tJEppLa _'_.=_- \ ~ I \ \ -~eRo_� . '/ `I \ r^v ^^^o �= ^�^ --~�� --`--_ ~`-~ ."^ =" '"_`°" LLC & SNOW PAWS, LLC B ALS 8840' CHARLDTTESVILLE, VA 22908 ZONED H-2 \ \ <:L 10 \ 0 (� \ \ \0 - \ \ �<, \ EXISTING 0l0Y POLE ~~ _()I - F'_7'r/ I 1,z Z 'j, -1 1 14 ,-/- �f -,2 J9CONNECTED TO ROOF DRAIN SYSTEM WHERE �i j W r] liA, �'- zz--69 '. )ITO CONNECT FROM PVC TO ADS. . 00 -Ir ___ - ,,,, I I ,_ EXISTING 12" D.I. WATER LINENEW 20'x27' ACSA AND 12" CATE VALVE �11 I. WATER LINE EASEMENT INSTALL 12"X6" REDUCER AND 'i I IEXTEND NEW 6" D.I. WATER MAIN I k ]OB No. 17-0182 SCALE 1" == 30' ��Tr 10/��/�R17 ~'..� ."/�"/��.' �pJ|�|(lN ��T��. �-''-'-'' _��--' SHEET No. /'� ` ''v'c/ �-'_~ u"' . 0 0 7 ,,,,,,,,,,,ii,,,j m— Cc: < c 0 - Ir— Lj cr Z _j 0 .Z D 0 :2 LJJ A911111111111111k Lu LL. u => :2 cr (j) M Im < ]OB No. 17-0182 SCALE 1" == 30' ��Tr 10/��/�R17 ~'..� ."/�"/��.' �pJ|�|(lN ��T��. �-''-'-'' _��--' SHEET No. /'� ` ''v'c/ �-'_~ u"' . 0 0 7 PLOT DATE: 01/209/18 DETENTION CONTROL STR- SEE DETAIL THIS SHEET 1OOYR WISE = 461.01' 2YR VUSE = 454.68 NOTE: ALL ORIFICES TO REMAIN CLOSED UNTIL THE SITE IS STABILIZED NOTE: UNTIL THE SITE IS FULLY STABILIZED IN THE OPINION OF THE COY THE CONTROL STRUCTURE WILL OPERATE IN SEDIMENT BASIN MODE. (SEE SHEET C.020 FOR DETAIL) 48" PYRAMID TRASH RACK AS------' MANUFACTURED BY PLASTIC SOLUTIONS 8' TOP ELEVATION = 462-01' OR EQUAL 20' EMERGENCY SPILLWAY ELEVATION 46051' 'NO 30.00" ORIFICE `/ Y/ OPENING FA |NV. = 458.80, INV IN = 447.68 TO STR NO. 20 BOTTOM ELEEV. =450.00 ADS N -1 - CLEAR AND GRUB ALL TOPSOIL AND TRENI, 2 VEGETIVE MATTER FROM AREA UNDER C H EMBANKMENT. CONSTRUCT EMBANKMENT & CUTOFF TRENCH W1 CLAY MATERIAL FREE 4 CONSTRUCTED CUTOFF OF ROOTS, WOODY VEGETATION, STUMPS, SOD, TRENCH W/ 1:1 SIDE OVERSIZED STONES, AND ROCKS. NO FROZEN SLOPES OR WET SOIL SHALL BE USED. COMPACT EMBANKMENT & CUTOFF TRENCH TO 98% STANDARD DENSITY. COMPACT IN 6" LOOSE BOTTOM OF POND = 450.00' d�6.00" ORIFICE OPENING "INV. 449.53' 30" OUTFALL PIPE INV. = 449.43' LM11.17113. TYPICAL EMBANKMENT SECTION CONTROL STRUCTURE (STR N 518 EXISTING DI -3 r CURB INLET 51 4, ERS8) 0) 508 CURB 11`4LET \ SIN 504 COTTAGE \ \ GREEN WAY 5� Uri 'lull 20 T / ^� _ 04.17 \ ~ \ CURB INLET coo ri \ �`wuTs L.F. IS ExxST|wu AND 22 L.F. IS NEW. SEE pnorLE ON s*scr c.o// FOR DETAIL Lo 0 co 703 19 EXISTING 2" --- LO 11 Aj 412 913 ly 'rON"I" r_9 If 61 v NK ROOF DRAIN NOTES: 1. ALL ROOF DRAINS CONNECTING DOWN SPOUTS HORIZONTAL HEADER ROOF DRAINS ARE 4" ADS 2. COORDINATE DOWN SPOUT DRAIN LOCATIONS W/ ARCHITECTURAL PLANS. 3. AT LOCATIONS WHERE ROOF DRAINS CHANGE EXISTING DIRECTION BY 090% UTILIZE 2-45- BENDS UTILITY 00 POLE W/ MIN. 2' STRAIGHT PIPE BETWEEN. 4. UTILIZE WYE FITTINGS TO CONNECT INDIVIDUAL ROOF DRAINS TO BRANCH DRAINS. TEE FITTINGS SHALL NOT BE USED, NOT TO SCALE DETAIL m��K�� ^��8��m°��l� ��0�� 0�� - ��8�� 0�^��0�H ��^��0�� \ \ � 0 498 1 cc) EXISTING STOIRM IN -04 INV OUT 475 PO zo / cc GENERAL� GRADING NOTES- r- 1 OTES 1. THE CONTRACTOR SHALL PROVIDE BOTH SKILLED PERSONNEL AND SUPERVISION ALONG WITH ALL MATERIALS TO INSURE POSITIVE DRAINAGE IS MAINTAINED AT ALL LOCATIONS TO THE PROPOSED STORM DRAIN INLETS. THE ENGINEER AND THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR CORRECTIONS RESULTING FROM THE MISINTERPRETATION OF THE DRAWINGS THAT LEADS TO BIRD BATHS IN PAVEMENT SECTIONS, ALONG CURB LINES OR WITHIN DITCHES. 2, THE CONTRACTOR IS ADVISED THAT LOCALIZED WARPING OF THE SUBGRADE, BASE STONE AND PAVEMENT MAY BE NECESSARY TO COMPLY WITH MAXIMUM 2.0% CROSS SLOPES AND WHERE APPLICABLE, LONGITUDINAL SLOPES WITHIN THE PARKING LOT HANDICAPPED SPACES, SIDEWALK SECT|0NS, CROSSWALK SECTIONS, ACCESSIBLE MAILBOX AND DUMPSTER LOCATIONS TO FULLY COMPLY WITH ADA RECULAT|ON3, 3. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION AREAS OF THE STRUCTURES WILL BE GRADED AWAY AT A SLOPE OF NOT LESS THAN 1:20 FOR A W|N/kJUW DISTANCE OF 10 -FEET AS PER THE REQUIREMENTS OF SECTION 1804.3 INTERNATIONAL BUILDING CODE (IBC), 2008. STR STR PIPE RUN DESCRIPTION FROM TO TYPE TOP I N OUT w 462 5i- d) � \ \ \ � 0 498 1 cc) EXISTING STOIRM IN -04 INV OUT 475 PO zo / cc GENERAL� GRADING NOTES- r- 1 OTES 1. THE CONTRACTOR SHALL PROVIDE BOTH SKILLED PERSONNEL AND SUPERVISION ALONG WITH ALL MATERIALS TO INSURE POSITIVE DRAINAGE IS MAINTAINED AT ALL LOCATIONS TO THE PROPOSED STORM DRAIN INLETS. THE ENGINEER AND THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR CORRECTIONS RESULTING FROM THE MISINTERPRETATION OF THE DRAWINGS THAT LEADS TO BIRD BATHS IN PAVEMENT SECTIONS, ALONG CURB LINES OR WITHIN DITCHES. 2, THE CONTRACTOR IS ADVISED THAT LOCALIZED WARPING OF THE SUBGRADE, BASE STONE AND PAVEMENT MAY BE NECESSARY TO COMPLY WITH MAXIMUM 2.0% CROSS SLOPES AND WHERE APPLICABLE, LONGITUDINAL SLOPES WITHIN THE PARKING LOT HANDICAPPED SPACES, SIDEWALK SECT|0NS, CROSSWALK SECTIONS, ACCESSIBLE MAILBOX AND DUMPSTER LOCATIONS TO FULLY COMPLY WITH ADA RECULAT|ON3, 3. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION AREAS OF THE STRUCTURES WILL BE GRADED AWAY AT A SLOPE OF NOT LESS THAN 1:20 FOR A W|N/kJUW DISTANCE OF 10 -FEET AS PER THE REQUIREMENTS OF SECTION 1804.3 INTERNATIONAL BUILDING CODE (IBC), 2008. STORM SEWER STRUCTURES STR STR PIPE RUN DESCRIPTION FROM TO TYPE TOP I N OUT w 462 5i- d) � 2 CURB GRATE 491-24 489,45 495A 6 * CURB GRATE 487.00 486.90 491.52 CURB GRATE 484.87 FM I �) 482.91 488,12 ° CURB GRATE 478.81 (FM 15) 478.71 482.73 � ^� -EXI-T'N-UTILITY__� 8 DI -7 N/A 504.21 507.25 9 CURB GRATE 503.96 501.80 508.59 10 MH -1 492.31 QI' RD) 492.31 492.21 500.50 tp UT|L[�� CURB GRATE N/A 496.72 499.20 -' \ CURB GRATE N/A 439-33 492.97 14 STORM SEWER STRUCTURES STR INVERTS NO TYPE TOP I N OUT w 462 5i- d) � 2 CURB GRATE 491-24 489,45 495A 6 * CURB GRATE 487.00 486.90 491.52 CURB GRATE 484.87 FM I �) 482.91 488,12 ° CURB GRATE 478.81 (FM 15) 478.71 482.73 � ^� -EXI-T'N-UTILITY__� 8 DI -7 N/A 504.21 507.25 9 CURB GRATE 503.96 501.80 508.59 10 MH -1 492.31 QI' RD) 492.31 492.21 500.50 tp UT|L[�� CURB GRATE N/A 496.72 499.20 -' \ CURB GRATE N/A 439-33 492.97 14 CURB'GRATE N/A 485.16 487.50 15 CF. CB -74 GR N/A 479.55 483,47 16 CURB GRATE 471.39 471,29 478.13 17 CURB GRATE N/A 473.55 477.47 18 DI -7 465.91 465.81 469.25 19 MH -1 454-61 454.51 465.00 447&8 M 26) 447.58 457.25 21 MH -1 446.95(FM 20) 44685 457.50 \ \ \ q� �y �- ��"�_�' CURB GRATE 45119(6" RD) 453.04 456.29 2,3 CURB GRATE 452.85 A 452.75 457.02 24 MH -1 451.98 450.75 463.00 26 STORMWATER BASIN CONTROL STR.(SEE SHEET 9 &' 20) uj �j lk IC) Ilk" OZ '�)O_ Lj waft uj 494 IN ft -46 468 k. I- Y LL96 488 0) G) S_4)R Is 50 tY go CIO 460 41 37 C/S �114b JOB No. 17-0182 59.0 pp� 158 _4a DATE 10/2-/2017 3� 'Du REVISION DATES: UI '\"EXISTING INLET Ln vu TOP=454.32 462 STR 64 4 Is 24 0 24 S:�TD D SWING GATE, G3R �41INV 5. PROVIDE AREA DRAIN AND INCORPORATE INTO ROOF DRAIN SYSTEM WHERE SHOWN WITH A 0 0 SYMBOL. AREA DRAIN SHALL BE AS MANUFACTURED BY NYLOPLAST. USE 6" INLINE DRAINS OR DRAIN BASINS W/ 18" CAST IRON PEDESTRIAN GRATE. PIPE SHALL BE 6 -INCH. SEE DETAIL ON SHEET C31. 6. WHERE ROOF DRAINS DISCHARGE ONTO THE GROUND PROVIDE A 2' WIDE BY 3' LONG SECTION b, NORTH AMERICAN GREEN C350 MATTING. � # � \ `4 =68 w 462 5i- d) � \00 * � � � ° r \ . 470OUTLET � ^� -EXI-T'N-UTILITY__� E:�5T|'N(� C^/E[7HE�D UT|L|TY L]w�� `\ u ct / / / / � . LjJ ° /' tp UT|L[�� ~~ -' \ POLE ,~- ' POLE ::j "c SML'E| y4O. � ,� -----�| uj �j lk IC) Ilk" OZ '�)O_ Lj waft uj 494 IN ft -46 468 k. I- Y LL96 488 0) G) S_4)R Is 50 tY go CIO 460 41 37 C/S �114b JOB No. 17-0182 59.0 pp� 158 _4a DATE 10/2-/2017 3� 'Du REVISION DATES: UI '\"EXISTING INLET Ln vu TOP=454.32 462 STR 64 4 Is 24 0 24 S:�TD D SWING GATE, G3R �41INV 5. PROVIDE AREA DRAIN AND INCORPORATE INTO ROOF DRAIN SYSTEM WHERE SHOWN WITH A 0 0 SYMBOL. AREA DRAIN SHALL BE AS MANUFACTURED BY NYLOPLAST. USE 6" INLINE DRAINS OR DRAIN BASINS W/ 18" CAST IRON PEDESTRIAN GRATE. PIPE SHALL BE 6 -INCH. SEE DETAIL ON SHEET C31. 6. WHERE ROOF DRAINS DISCHARGE ONTO THE GROUND PROVIDE A 2' WIDE BY 3' LONG SECTION b, NORTH AMERICAN GREEN C350 MATTING. \ `4 =68 TER MANAGEMENT FACILITY -EAqEMENT- STORMWALL7 _P`ROVIDE CHAIN LINK FENCE W/ SAFETY- WARUING SIGNS 462 5i- d) \00 \ . 470OUTLET -EXI-T'N-UTILITY__� E:�5T|'N(� C^/E[7HE�D UT|L|TY L]w�� `\ �� / / / / EXISTING ~~-------------- /' EXISTING UTILITYOF UT|L[�� -' \ POLE ,~- ' POLE SML'E| y4O. � cp \ \ \ \ \ \ q� �y �- ��"�_�' ~°�~ -�*� �s�' \ \ \ ` \ � ` ` ` N PLOT DATE: 01/29/18 \\SOUTHERN RIDGE DRIVEEXISTING 12" CMPCULVERTINV IN = 519.99SPEED LIMIT INV OUT 518.57SIGN, 30 MPH f0iNO PARKINGSIGNEXISTING 18"RCP STORMSEWERVILLIAS AT SOUTHERN RIDGEUNIT OWNERS ASSOCIATIONTAX MAP 76-1205GZONINED: PLANNED RESIDENTIAL DEVELOPMENTEXISTING DI -3 91CURB INLET 3_cjyNICURB INLET J IEXISTING DI 3 A// REQUIRE LANDSCAPING IS 5.0% OF THE PAVED PARKING AND VEHICULAR CIRCULATION AREA WITH A MINIMUM OF 1 LARGE SHADE TREE PER 10 SPACES. THUS' WITH 192 PARKING SPACES THE REQUIRED NUMBER OF TREES IS 182/10 = 19.2 OR 18 TREES. THE REQUIRED LANDSCAPE AREA IS 5.0% OF THE 74,923 3.F PARKING LOT OR OR 0.05 x 74.923 = 3.746 S.F. THE LANDSCAPE PLAN PROVIDES 13 LARGE SHADE TREES INTERNAL TO THE PARKING LOT AND PROVIDES 3.749 S.F. OF LANDSCAPED AREA THUS COMPLYING WITH THE REQUIREMENTS. TREE CANOPY REQUIREMENM THE MINIMUM TREE CANOPY 13 15% OF THE GROSS ACREAGE LESS EXCEPTIONS. THE GROSS ACREAGE OF THE DEVELOPMENT IS 5.756 ACRES. HOWEVER 0.241 ACRES WILL BE DEDICATED TO PUBLIC USE FOR STREET |WPR0VWENT5. AND 0.441 ACRES OF RECREATION AND OPEN SPACE IS REQUIRED. THIS RESULTS IN 5.0-74 ACRES TO BE USED FOR CANOPY REQUIREMENTS. THUS THE EXISTING TREE CANOPY CAN BE CALCULATED AS FOLLOWS: 5.074 x 0.15 = 0.7161 ACRES OF REQUIRED CANOPY COVER CANOPY COVER PRUV|DED = 0.761 STREET TREE REQUIREMENTS ONE LARGE SHADE TREE PER 50-BBOFSTREET FRONTAGE IS REQUIRED. THE TOTAL STREET FRONTAGE FOR THE PROJECT IS 640.09-FE[T THUS THE REQUIRED NUMBER OF STREET TREES CAN BE CALCULATED AS FOLLOWS: 640.09/50 = 12.8 TREES, USE 13 REQUIRED A TOTAL OF 13 STREET TREES HAVE BEEN PROVIDED STREET/PARKING LOT TREES QTY KEY BOTANICAL NAME COMMON NAME SIZE CANOPY AREA TOTAL CANOPY AREA 8 SYC PLATANUS OCCIDENTALIS AMERICAN PLANETREE (SYCAMORE) 1.5 it -1.75" 1253 11 AFAB ACER x FREEMANII "JEFFERSRED" AUTUMN BLAZE MAPLE 1.511-1.7511 397 41367 15 BN BETULA NIGRA "HERITAGE "HERITAGE" RIVER BIRCH 10' Height 397 5?955 11 TP LINCIDENDRON TULIPIFERA TULIPTREE OR TULIP POPLAR 1.511-1.7511 387 4257 11 RM ACER RUBRUM & CVS RED (SAMP) MAPLE 5" 397 4367 SCREENING TREES QTY KEY BOTANICAL NAME COMMONNAME SIZE CANOPY AREA TOTAL CANOPY AREA CRYPTOMERIA JAPONICA 11 SCREENING SHRUBS QTY KEY BOTANICAL NAME COMMONNAME SIZE CANOPY AREA TOTAL CANOPY AREA 25 IGS ILEX GLABRA "SHAMROCK" "SHAMROCK" INKBERRY HOLLY 18 22 3 575 18 PLOL LUYKEN11 "OTTO LUYKEN" CHERRY LAUREL 18 10 180 LD L.Li 1D Lij Ill Lij Ld 0:� 00 Ld � . � \_/ y�� ~ �oo -,t � .� yl~� 0. ~ GINTA V ei 4 • 00 X �- :7� w `u w 0 440::) __; ACCEPTA3LE REJECTABLE Top of root n1 Structural t Root roots. collar. ' - One central leader �( �{ Example - - - -- g (No codatminant +{ T Absorbing roots. 1 n e a>G o: A i leaders One central leader �, Point r °3f ' ) so° o.e0° o.a3 6 Structural roots circle interior of root ball. No Only absorbing mets reach the periphery (No codominant ,ra / where top- y g p p } Example 1 enders) (, \ A 2.60" 0.90 oras structural roots are horizontal and reach the near the top of the root ball. Structural / y Exampie a most root I ACCEPTABLE / �groot bell periphery near the top of the root roots mostly wrap or are deflected on the �1 � a r\scact , ® A s , 1.00 O.sU emerges Lill, Ratio A Ruk, i A <.0 from trunk.ball. not ball interior.2so^ so' as40.50" 0.33 �, � 1.GI 0.01 0.33 � 2.so I�.su" asn a{A 2.50" 0.9,01, 0.36 p ACCEPTABLe The poin±where top -most Tao±(s) emerges from t, to irun{c (root collar)� ACCEPTABLE / f �Y/ 9 z o' 0011 0.50 Aspect ratio of B:A less than 0.66 should be within the top 2" of substrate. The root collar and the roof -, S 2.0" , 1.Go" 0.50_ , 250 1s0.: o.ea Aspect ratio is less- as measured 1" above the top of bail interior should be free of defects including circling, kinked, -r \ at s 1 2.50" 60" 0.64 r than 0.66. the branch union. ascending, and stem thin roots. Structural roots shall reach the Aspect ratio is less g gird1451ling _ _ ` p alio i,,ess- � Asper+curio 015 A IesshhanoU.s6 periphery near the top, of the root ball. � �� i Aspect r ------`-- ' j` th meas _d above t e top II'tatl O.fS6. ti )) than 0.66. ��•��^^-��-�� the branch union. I Aspect ratio of B:A less than 0.66 t{ th measured i" above the top of Multi le leaders Root ball periphery. the branch union. (Several cdominant Structural roots descend into root ball interior. Structural roots circle and do not radiate --- - ----------- -- leaders) A No structural roots are horizontal and reach the from the trunk. + 0 Multiple leaders -- , / 8 periphery P I - (Several codominant ' F Ai 8 Exampie t „o CL % root bel!near the to of the root ball. Lr[ > r ,-` r. r.+. _. v " --,..r. leadci'S) ' B P $ ft=JECTABLIE r �A n, - n.n ,ro g ,; y'. a e 0.72 yd 4,y Example 2.501' 180" 0.72 ,�>v�a .. _ A \ I �_ a R3.' 1 2.0' 2.0" 1.0 Structural roots a JECT aL� 2.50 so 0.72 Structural root Structural _Lai )} t CRor1N cORBrCTIC)N DETAIL r 2.50 2.0' 0.00 � y- growing Tangent root S x Example \ 2,50' I 20' I auo �f 4.0° s.o° 0.75 Absorbing roots (parallel) to trunk. circling. A As celAspect ratio is g A B natio -1 4.0° 3.0° 0.75 greater than 0.66. roots radiate from trunk and reach side of root ball without Structural roots missing from one side, f 'Aspect ratio of BA greater than or equal to 0.66 as measured REJECTABLE 1 2.50" 1.30^ 01.72 Aspect ratio is defecting down or around. Structural roots primarily grow to one side. and/or grow tangent to trunk. greater than 0.66.---w--�^' Aspect ratio of BA greater than or equal to 0.6E Notes: i" above the top of the branch union- greater 1- Aspect ratio shall be less than 0.66 on all branch unions. Aspect ratio is the diameter of or, 2.0'" 2.0" 1.G p P NOISS: 1- Aspect ratio shall be less than. 0.66 on ail branch unions. Aspect ratio is the diameter of branch (B) divided by the diameter of the trunk (A) as measured 1" above the top of the branch union. Is 1 I j 'vim -2.50^ 2.U" o.ea (B) divided by the diameter of the trunk (A) as measured 1" above the top of the branch union. 1- Observations of too, mall occur prior to acceptance. Roots and soil may be removed during the observation process; substrate/soil shat! be replaced alter the 2- Any tree not meeting the crown observations detail may be rejected. observations have been completed. _ 4.0" 3.U" 0.75 2- Any tree not meeting the crown observations detail may be rejected. FiSpP, Ct ratio IS Uk5AN FREE FOUhOATtoN©2o14 2- .Slee specifications for Observation process and requirements. URSAN TREE FOUNDATION V 2014 �I greater than 0.66. CR WI Ola RVATlC�1 - L�JV?I FtA,t t i D l� EEFrF SOURCE 0 014 CROWN OBSERVATION DETAIL - ULT�, Aspect ratio of BA greater than or equal to 0.66 as measured S opera SOURCE raee rouse (P___��°° O^,,'ypR �f �T� pft1/�N ii �R�3Er aopine souRCE FREE To use Notes: 1"above the top of ±he branchuNor,. XR�..J�..dT LJa`��0-tY'4! �� i.J��,9�� "� �L.,��Q tit'#Q �V�9��t-Lti.L�1- Aspect ratio shall be less than 0.66 on all branch unions. Aspect ratio is the diarneter of branch (B) divided by the diameter of the trunk (A) as measured 1 ° above the top of the branch union. 2- Any tree not meeting the crown observations detail may be rejected. CJ 'Rin OBSERVATIONS - HIGH BRANCHED ur:aPEN'SOURCEFREE•,02SE OPEN SOURCE FREE TO USE ft� t_➢._ W hi tom' A� fir✓ (/ \ail t� Z ry Notes: L 1- Trees shall be of quality�, LLI Central leader. (See crown ° prescribed in crown observations and root observations detail). IP � I I l� Central leader. (See craven �I ----' � � observations details and observations detail).E E�wt specifications. Original slo 2 should ass Step 1 - Remove substr<^.ie overact o,rar. � t ` ('�I // �- p p ( ,, 2 Sees specifications for \ 1 \ i I ;/ through the point where the vl� I' p ZM ; trunk base meets further requirements related to A \1i J - Top 0f root bat, shall be flush with l:10 VJ this detail. 1 "° substratetsoil. \^', % ° BEFORE SHAVING SHAVING PROCESS SHAVING COMPLETE CtiMPLETE 1 `+ 1 �' g � ' 0 ra -� 'v 101 � i / / finished rade. ;_ _ W,,,r Prior to mulching, lightly tam \� 1corel soil around the root bail in 6" \t ,.nl,rr• ��'-"_..,`\ I/Y �1./� ,. \� '\ ' 1 rj�/ Y� lifts to brace tree. Do not over ,�� " compact. When the planting - Trunk caliper shall hole has been backfilled, pour��\�� p ' ✓� Tree 1,:.°a.,r:d v.e cFe„I," ^�If:�f - - meet ANSI Z60 current / water around the root ball to % ' mulching, lightly tamp 5011 M //� " `�.�j 1 '' settle the sot Trunk caliper shall est (; .%/ a .r- , ... edition O root ball Sze ��`'� �\� Prior to r"_ac= n .al ontl :a:f. r �� around the roof ball in 6" lifts to t I meat ANSI Z60 current t �� _ ��i q gsize. 1 brace tree. Do not over compact. -Loosened soil. C}i. and turn edition for root bel! . p Sten 2 - Remove defers. vv�(. Root ball modified as ---� �\ the soil to reduce the a j When the planting hole has been cnrv,v , 1 -_ ` _ G " °_- „.+ ^" m required. compaction to the area and Root ball modified as ' backfilled, pour water around the < w required. �� depth shown. q � root ball t0 s2itle the soil. 1�1113��,TifSl " .y I Round -topped soil \ -_��\� berm 4!' high x 8" wide �Ya� ., Slope sides of loosened soil. /he above root ball surface shall L r} soil toreducelcompactionand rtotthe ft � / ^\ _ ` � 1 be centered an t;12 downhill - ",I; � area and depth shown. �p side of. the root ba(( for 240°. t i,'; _f,' Original grade. Round -topped w J soil berm 4" high x 8" wide cvv. . -- «,15. 4ishall in at root ball above root ball surface � " laIomulch. periphery. No more Than 1" OF mulch on shall be constructed around L- top of root ball. (See 1 `� the root ball. Berm shall s ecifications for mulch . C_t Lore. T c 4" layer of n Mulch. No more f I I 1 ! begin at root ball periphery. \ p ) than 1" of mulch on ,,t, �- . -- top of root ball. (Seel \/m• a., `r., ,t., •p,;t,'•f.r,.'r, .,lr, y -,ti 'n •m,",n•1.'r,�{.'rf+ specifications for mtlich). --- Shave root ball here to Shave outer Root tips exposed at Finished grade. c It „ °`IF1E remove all roots periphery periphery of root ball. All %`t' is. y/, Existing soil. growing on periphery. of the root bail a roots growing around ; �' : ,i ° e� ° <� • ` m^I t_ v r I - i I . \a ° t ! Notes: maximum periphery are removed. ' `' 4 l Slope sides of loosened Sbll. UJ ae,,, ,rr;,,;"ye.er,wf a"" ",Ir_clurel:°Ws1..I,Lc;Sr :,lay of 2" thick. - T r- r - r r y Jr { r 1 1- Trees shall be of quality by yl: - f �:e :�•, ar Ic i. -y :31 n, Existing soil. L� �! 1 �� _ ....._ t 1 e _ - i -i "_ U G e ,r , h ,,.at tUr,,._ r: .. p } _ _ rl (- rl i--' ILi -T:�tY prescribed in crown -= - �- Bottom of root ball rests on ITTI observations and root Bottom of root ball rests on existing or recorrlpacted -� observations details and Notes: t I 3x widest dimension of root ball existing or recompacted soil. soil. specifications. -1- Shaving to be conducted using a sharp blade or hand saw eliminating no more than needed to remove all roots on the periphery of root ball. S I`�1 - � � 3x widest dimension of root ball. SECTION VIEW URBAN TREE FOUNDATION o 2014 SECTION VIEW i 2- See specifications for 2- Shaving can be performed just prior to planting or after placing in the hole. OPEN SOURCE FREE TO USE further requirements related to g !- 1 p-` g p� 9 q URBAN TREE FOUNDAmON@ 2014 t� this detail. OPEN SOURCE FRIEE TO USE TREE ON b50/ a 50% (2:1) SOI hy a MODIFIED) URBAN TREE FOUNDATION �2014 OPEN SOURCE FREE TO USE BALL SHAVING CONTAINER ^ETAIL io IL II (1:1r Y Ir th II I .r,-n,r (.=TIC.duc _,.Tie.,_., II o"sem tl f d le , ss Jit l",0 r--�200O r CORRECTION DETAIL - CONTAtNER Li LJ F Face of wall or building. Mom?, UJI 0 _J _J Lean nursery stake against the wall. Stake to be ` removed at the end of the maintenance (warranty) period after the vine has attached to the wall. L -L W / -Vine. I / 2 3" thick layer of much. \\ f 4" layer of mulch./ } : CD M Shrub.( No more than 1" of _ c Root ball. c r y Finished grade. mulch on top of :. Rootball. root ball. (Seep r l 5/6(�P, specifications for �1[T�-J}}�}(� \� _ 4 8 wide round -topped loll berm above Trot r Z �/ �`� - 3, r, • _ mt,lah). ball surface; .shall be constructed around the root (� f ..:,. � Modified soil. Depth varies. (See \ high x 8 wide round topped snit a pp specifications fc r so l modification). layer of mulch. I c� r periphery. y ) �- Dorm above root ball surface shall be shrub. ball, Berm Shall begin at root ball orI her . No Ettore than 1 of Original slope should g p _ 7 mulch on tap of t ' , constructed around the root ball. pass through the r \ � I'- I f , --Berm shall begin at root ball periphery. point where the trunk �\ � \� � � Prior to mulching, lightly tamp soil around the root �- - l' � i' I - I - -- Existing soil. root bail. (See , �{7 g P P y' p C� / „ -I] 1-- 1 - -; p v� meets substrate/soil. / Football. ball in lifts to brace shrub. Do not over compact. _ - secifications for � r _ I j mulch). V _ When the planting hole has been backfilled, pour I f=��r= g l': ! f Round -topped loll berm 4" high and 8" water around the root ball to Settle the Steil. /, ; t ; -:/ ; �/ ,`f ; 1/ Prier to mulching, lightlytamp 5011 y / (t wide above root ball surface shall be around the root ball in 6" lifts to brace ,r, • ,,\ V � \ centered on the downhill side of the root 4 leer of mulch. No more than 1 of mulch on SECTION VIEW Finished rade. _ g " Shrub. fro not over compact. When the �J ball for 240°. Berm shall begin at root ball the top of the root ball. oO specifications for 17-0182 l l! - / . , r p (:: 'g '-ry `: JOB No. - - - _ _ planting hole has been backfilled, our a periphery. Slope sides of -, p p i 1r r , =�te r�- �r-- tI =�r 1- --t . i71 t _ it ' .\r - ,,-'- •,; ;'1 �r\ '7 t t �• \jIs• I s - 1 QA I - - Y - mulch). loosened ICi). loosened soil. water around the root boli to settle the In15iC d g r ade.Prior to mulching, lightly tamp sail around r= Soil. Slope sides of .:t , troundcaver lents to be Loosened the root ball in 6" lifts to brace shrub. Do bosomed sal. triangularly spaced. , . �'.'. :"Tz ".""';.'i1":.�•:: 'a.J.':yl.•":+.°Y.°•..L-,:�. y ':•. yi. �,'Y:.i`';3`."=•'':. "'?.::'nY.`• : SCALE ct.When thopI planting hole 4 Pavement.mrbEnas veenc 21a tlled pour water round the and turn the Safl to reduce the Loosened the soil Di root ball to settle he soil. �+I �uto'.Ext ting soil. and Durn the soil to Slope sidessof loosened�ned soiI.com compaction to the reduce the DATE 10 23 2017 area and depth compaction to thvLoosened soil.3i an turn the coif to reduce shown. 7 area depth shown. the compaction to are and depthshown. tfRo t ball rests on i, REVISION 1 DATES: 3x°s wide idimension of Toat baEE. a �m Bottom of rootb II existing a Existing soil. l r _ rests on 1 oexisting o t veil�., c 1 . � "➢` •�:� 'o �y •'.�•�, .'s• �y' �Py ?�'R.y ""-'.: Y""'.." �eya .Yy �.?y.a recompacted soil. E�Tlt��i VIEW recompacted sail. 3;;s widest dimension of root ball. Root '--� i �).� �,--� J Root ball rests on existing or rPCOtTlpaCtOd coil. r' _ SECTION VIEW / TF � _�-'----- PLAN3 x's widest dimension -�-----__dotes: "= Notes: of root ball Existing Soil. 1- See planting legend for groundcover species, size, and spacing dimension. Notes: 1- Shrubs shall be of quality as prescribed in the root observations detail ands specification. ----- " `o q Y p ' pu ` 2- Small roofs (f or less) that grow around, up, or down the root ball periphery are considered a 'l- Shrubs shall be of quality prescribed in the root observations detail and Specifications. normal condition in container production arid are acceptable however they should be eliminated at the 2- See specifications for further requirements related to this detail. Notes: time of planting. Roots on the periperhy can be removed at the time of planting. (See root bail shaving container detail). 2- See specifications fel- further requirements related to this detail. 1- Vines Shall be of quality as prescribed in the root observations detail and specifications. 3- Settle soil around root ball of each groundcover prior to mulching. URBAN TREE FOUNDATION 0 2014 OPEN SOURCE FREE TO USE s'"'� t g .dr� URBAN TREE FOUNDAI ION rD 2014 URBAN TREE FOUNDATION © 2014 SHRUB O{; l SLOPE % (20:1)1-0 20 ° 1) i"0 �"jf,3r� ,"`j i '°`r) -UNMODIFIED � (}�yl `j � DI FI E OIL 2- See specifications for further requirements relater �to this detail. CPA �9�1R-a,,Jj ia,,i �,,,} �+ OPEN SOURCE FREE TO USE RUB- OPEN SOURCE FREE TO USE 1111 SHRUB 3 d�a iY L) d7 td t 6J7 �3Y9 7J *moi f URBAN TREE FOUNDATION O 2014 OPEN SOURCE FREE TO USE SHEET No. u.013 PLOT DATE 01/29/18 LIGHTING NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF FOOTCANDLE. 2. THE PHOTOMETRIC PLAN BELOW SHOWS THE PROJECT LIGHTING MEETS THE REQUIRED ONE—HALF FOOTCANDLE REQUIREMENT AND THE LIGHT SPECIFICATIONS SHOW THE LUMINARIES ARE FULL CUTOFF. z 0 LL cr_ Li C) F rl 0. I m Is 510 u (5 LLJ 0� FAI Fii wM I M MrM JOB No. 17-0182 SCALE 1 " — 40' DATE 10/23/2017 REVISION DATES: umu"14 FINAL BACKFILL MIN. COVER= TO RECON; ersz x ACTUAL TRASH RECEPTACLE HEIGHT IS 6`-8" INITIAL SPRINGLINE BACKFILL SL�PED�|MU��ED5|UN2 MO�[4R, HAUNCH MO��R�ED � ---- ------- -- -- ' -- ----'------ -- -- ALL --- � T.O. -ALL 4^ FOR /e^ -e^^ pzpc _T N|FRE LADDER TIE * 32" U, |�£ L4DDE� T|E m 32" e^ FOR 30"-60' Pzpc ��.AO�!l�T4L O/�AOR|ZCNTAL ^`-SUITABLE IN, TRENCH WIDTH (1)«4 CONT. a kI,0LLC0 >^4 COW. y HOLLOW H FOUNDATION �}Tf�L (SEE TABLE) D0TTOMED�DN� 5O||OM�D�OND BEAM 3E4M 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTIM D2321, "STANDARD PRACTICE !| � � || \ � F()R UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW PIPE DIAM.1 MIN. TRENCH WIDTH PIPE DIAM. H-25 HEAVY CONSTRUCTION I (75T AXLE LOAD) XA 601, 961, �PPUC8||0Mtr.LATEST ADDITION MINIMUM RECOMMENDED COVER BASED ON VECH|CLE LOADING CONDITIONS & 011`1UL4TEQSD7NEY£NEEr,' 51MUL4JB]6TDNEyENEER T 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, #4 @ 24" O.0 /TYP\ #4 @ 24" 0.0 (Typ) WHEN REQUIRED, 3. WHERE THE TRENCH BOTTOM }SUNSTABLE, THE CONTRACTOR SHALL EXCAVATE TOA DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE GROUT 4LLCELLS GIROUTAILLC�116 ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH EEI GUJ RGHE6 BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. rA- INSERT INJECTION MOLDED GASKETED SPIGOT BY BELL REDUCER IF PIPE INJECTION �`� � '� ��c LLUJ CHANGE IS REQUIRED BY p - MOLDED \�T M ' \J / | L° ' | /- GACKETED 90^ BEND | �� O.C.4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS 1, 11 OR Ill. THE CONTRACTOR SHALL PROVIDE 30# FELT BOND BREAKER DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE E�9/(_;F�ADE, TYF. VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER LAS/GRAIDEJ �F. /_ 30# FELT BOND BREAKER 1 1 / SEE SHEET C16 AND C17 FOR CONTINUATION- ��'GONG. 51-45 ON lo" GONIG. 5LA5 ON ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mrn) FOR 4"-24" (100mm-600mm); 6" (150mm) OF ROOF DRAIN TO DISCHARGE POINT FIL461-11WG FOR 30"-60" (750mm-900mrn). w, T n in w A Y T Y F, CEE N T E E Q 5, INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS 1, 11 OR Ill IN THE PIPE ZONE EXTENDING NOT U v� 6 -RADE 5EE CIVIL 'LAD LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR ------------- -------- T.0, alLA5 MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, TYPICAL DRAIN PIPE LATEST EDITION. INJECTION MOLDED WT WYE F 6. MINIMUM COVER: MINIMUM COV T.0, FOOTIN� . A. I — I I --- 1 4 T �ro-,T TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO 4 ------ TIT IS 12" FROM THE ER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) �_Ttt PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UPT048" DIAMETER PIPE TYPICAL DOWNSPOUT ROOF DRAIN CONNECTION AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE GI PAVEMENT OR TO TOP OF RIGID PAVEMENT. or_ Ld TYPICAL HDPE STORM SEWER TRENCH CD FOOTING FOOTING Ljj to 5 E Ti rco SECTION VIEW M RELIEF VENT FAIE-3ER, P^ HANDRAIL CONFIGURATIONREQUIRED�� ''----' -`-''~''^-^�~~''~''PER ANSI 11 .1, SECTION 5[)5� FB0�/NF�, |K)S�� ' ==� � ��U�N)|�JQ [rU]��A BUILDING `~ . �~,.`~_. ` | | --GA[VANI7E[}, /—CLEANOUT WITH 1-00SE-TIT CAP. -------- � . � " ] NOTE:SEESITE PLAN 2 �l��[)�� : FOR NUMBER (]F RISERSLm�J ~~'^'`^°-- u� � � , NOTE: �, �f� � i - | p7 « uc' '' �=�� NfV � 6'-� u ~~'��`ucc� r nn� cno 0 | i.�< �� '-� �/ � Y�-� � | | � | | | /v 0-�� Lu " 0 � ' � v SURFACE LIVE LOADING CONDITION PIPE DIAM. H-25 HEAVY CONSTRUCTION I (75T AXLE LOAD) rA- INSERT INJECTION MOLDED GASKETED SPIGOT BY BELL REDUCER IF PIPE INJECTION �`� � '� ��c LLUJ CHANGE IS REQUIRED BY p - MOLDED \�T M ' \J / | L° ' | /- GACKETED 90^ BEND | �� O.C.4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS 1, 11 OR Ill. THE CONTRACTOR SHALL PROVIDE 30# FELT BOND BREAKER DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE E�9/(_;F�ADE, TYF. VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER LAS/GRAIDEJ �F. /_ 30# FELT BOND BREAKER 1 1 / SEE SHEET C16 AND C17 FOR CONTINUATION- ��'GONG. 51-45 ON lo" GONIG. 5LA5 ON ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mrn) FOR 4"-24" (100mm-600mm); 6" (150mm) OF ROOF DRAIN TO DISCHARGE POINT FIL461-11WG FOR 30"-60" (750mm-900mrn). w, T n in w A Y T Y F, CEE N T E E Q 5, INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS 1, 11 OR Ill IN THE PIPE ZONE EXTENDING NOT U v� 6 -RADE 5EE CIVIL 'LAD LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR ------------- -------- T.0, alLA5 MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, TYPICAL DRAIN PIPE LATEST EDITION. INJECTION MOLDED WT WYE F 6. MINIMUM COVER: MINIMUM COV T.0, FOOTIN� . A. I — I I --- 1 4 T �ro-,T TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO 4 ------ TIT IS 12" FROM THE ER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) �_Ttt PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UPT048" DIAMETER PIPE TYPICAL DOWNSPOUT ROOF DRAIN CONNECTION AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE GI PAVEMENT OR TO TOP OF RIGID PAVEMENT. or_ Ld TYPICAL HDPE STORM SEWER TRENCH CD FOOTING FOOTING Ljj to 5 E Ti rco SECTION VIEW M RELIEF VENT FAIE-3ER, P^ HANDRAIL CONFIGURATIONREQUIRED�� ''----' -`-''~''^-^�~~''~''PER ANSI 11 .1, SECTION 5[)5� FB0�/NF�, |K)S�� ' ==� � ��U�N)|�JQ [rU]��A BUILDING `~ . �~,.`~_. ` | | --GA[VANI7E[}, /—CLEANOUT WITH 1-00SE-TIT CAP. -------- � . � " ] NOTE:SEESITE PLAN 2 �l��[)�� : FOR NUMBER (]F RISERSLm�J ~~'^'`^°-- u� � � , NOTE: �, �f� � i - | p7 « uc' '' �=�� NfV � 6'-� u ~~'��`ucc� r nn� cno 0 | i.�< �� '-� �/ � Y�-� � | | � | | | /v 0-�� Lu " 0 � ' � v occ oncL-/ uj LIMITS OF CONCRETE APRON^^~`'E'~S.~.. ,_ Ln 15 AE4\y/ DUTY PAVEMENT REQUIREMENTS IN FRONT CC)NTINUED BY SITE Cf," ,CTO BE a OF DUkJPSTFA ENCLOSURE1 4 S L 'A,,]TRA DR, 0 4" NOSING t,) H-1 2 clavvnst-iout dralliag, WALK ON MINIMUM 10 FEETpil-_)ing with ctvvye, fitting oriented at 45 GRADE 10" DIAMETER PVC PIPE SLEEVE SETSUPPORT 14" TREADS BOTTOM 30^ BELOW TOP OF FINISHED 36 7 CHEEKWALL- ' GRADE AND CUT TDP FLUSH WITH ,z FINISHED CONCRETE TO S'T0Flrvl DRAINAGE SYS,'TEM BUILDING PLUNIBER SEE SITE PLAN --PIPE RAILING LIE D G E FO R WALK ON T GRADE �6 SUPPORT PA" r"A I NX G` E U(C)"Nru"ENSATION SAFETY IN Uri NOTE: PROVIDE 3" DIAMETER, CONCRETE WALK SCH40, GRAY PVC CONDUIT PIPE "O'N le"' k.., jN EuT uN DETAIL SLEEVES FOR ALL HANFRAIL POSTS r [:R ELEVAMN VIEW PIN3 CONCRETE STAIRS W/ HANDRAIL AND CHEEKWALL cr NOT TO SCALE cr lei LAJ V"CONC6LAD ON DETAIL OF REQUIRED 3 -FOOT SEPARATION _UJ/ i?;mD"Of, EACA 0AYTYP,CENTERFD |NSL4B LIGHT POLES (MEASURE TO CONCRETE BASES IF x ABOVE GRADE), MEASURE TO DRIP LINE OF FURTHEST 00 PROJECTION (SIGN, FACIA, LIGHT, ETC,) SCALE 1 3 0' IF CLEARANCE LESS THAN 15' HIGH. � U|MEKWll'SE/ TO FACE OF COLUMN OR WALL, [l�T�� 10/' 5/20 ~'`'^- '~/ ~�~'/ '�" ' ' 0 XA 01 4'=41 I'doll occ oncL-/ uj LIMITS OF CONCRETE APRON^^~`'E'~S.~.. ,_ Ln 15 AE4\y/ DUTY PAVEMENT REQUIREMENTS IN FRONT CC)NTINUED BY SITE Cf," ,CTO BE a OF DUkJPSTFA ENCLOSURE1 4 S L 'A,,]TRA DR, 0 4" NOSING t,) H-1 2 clavvnst-iout dralliag, WALK ON MINIMUM 10 FEETpil-_)ing with ctvvye, fitting oriented at 45 GRADE 10" DIAMETER PVC PIPE SLEEVE SETSUPPORT 14" TREADS BOTTOM 30^ BELOW TOP OF FINISHED 36 7 CHEEKWALL- ' GRADE AND CUT TDP FLUSH WITH ,z FINISHED CONCRETE TO S'T0Flrvl DRAINAGE SYS,'TEM BUILDING PLUNIBER SEE SITE PLAN --PIPE RAILING LIE D G E FO R WALK ON T GRADE �6 SUPPORT PA" r"A I NX G` E U(C)"Nru"ENSATION SAFETY IN Uri NOTE: PROVIDE 3" DIAMETER, CONCRETE WALK SCH40, GRAY PVC CONDUIT PIPE "O'N le"' k.., jN EuT uN DETAIL SLEEVES FOR ALL HANFRAIL POSTS r [:R ELEVAMN VIEW PIN3 CONCRETE STAIRS W/ HANDRAIL AND CHEEKWALL cr NOT TO SCALE cr lei LAJ V"CONC6LAD ON DETAIL OF REQUIRED 3 -FOOT SEPARATION _UJ/ i?;mD"Of, EACA 0AYTYP,CENTERFD |NSL4B LIGHT POLES (MEASURE TO CONCRETE BASES IF x ABOVE GRADE), MEASURE TO DRIP LINE OF FURTHEST 00 PROJECTION (SIGN, FACIA, LIGHT, ETC,) SCALE 1 3 0' IF CLEARANCE LESS THAN 15' HIGH. � U|MEKWll'SE/ TO FACE OF COLUMN OR WALL, [l�T�� 10/' 5/20 ~'`'^- '~/ ~�~'/ '�" ' ' 0 F- JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. LOCATION OF EITHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT VIDTHSI WATER OR SEWER ONLY 20' MINIMUM WATER SEWER - 30' MINIMUNI SEE PART 3, PARAGRAPH Dj, SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' 1[] THE RIGHT [IF WAY. UTILITY LOCATIONS &. EASEMENT WIDTHS NTS FIG. W -i AsTNI A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 -3/4 DIA SOIL (TYP) ALL-THRERAD OD -WATER MAIN 7 zip VALVE 'J4" MIN UNDISTURBED EARTH PLAN _4 _---CLASS A-3 CONCRE IN 2 - MIN UNDISTURBED EARTH-/' 2 W WIDTH WjRENCH L 24' T '1- MIN 7 -- 5ECTfON NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFjER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH 'WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH is LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W -3C TD -6 -IMPRESSION x 3/4!' MALE PIPE COUPLING PPROVED EQUAL NO DUAL SERVICE J== SINGLE SERVICE NOTE: 1) SADDLES SHALL GE USED ON. PVC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL. RESIDENTIAL AND IRRIGATION SERVICES. 2' R, ) P E N x 3/4' M LE PIPE COUPLING PPROVED EQUAL FCR USE: ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE V4I-,ERE AN IRRIGATION VI EETER IS NOT PROVIDED. I/a SEND o0t TYPICAL SERVICE LATERAL INSTALLATION (5/8" & - I" METERS) ,\I TS FIG. W -6A TD -10 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24' [1, 11 24'MIN INITIAL BACKFILL WIN N MIN 6" BEDDING #88 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INISURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. UNDER--CU-I CONDITION FOUNDATION IN POOR SOIL % r lir 94 Il �4,,IMI 11 INITIAL BACKFILL- TA13LE e UNSTABLE `M'1 9�N MIN. SOILS MIN. #68 STONE GRANULAR FILL AS APPROVED BY ACSA TAO -E SOIL OR R CA`= STABLE SOIL OR ROCK NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 2A OF THE WATER LINES, 2. NO ROCKS LARGER THAN 5" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTAL LATION BEDDING NTS FIG- W-2 TD -2 FINISHED GRADE EITI=-1 FT:7;Fl 7771- 1-711 1' ----T FT7:��TI 1= I T I =J FT-=TU1, LL= FRENCH REDUCER -2500 P.S.I. CONCRETE THRUST BLOCK -------------------' UNDISTURBED SOIL PROFILE VIEW UNDISTURBED 'SOIL - EDGE 24" MIN. OF TRENCH --------------------------- T---- -------- REDUCER 8" MiR 2500 P.S.I. CONCRETE THRUST BLOCK E�' MIN. - - - - - - - -- - - - - - - - - - - - - - - - - - - - ------------ - UNDISTURBED SOIL EDGE .4L t 24" MIN. OF TRENCH NOTES: PLAN VIEW 4 NOT TO SCALE . NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. ® 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 0 3' MINIMUM VERTICAL PENETRATION! INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. . CERTIFICATION 07 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RFS IND SIZE OF . ALL THRUST BLOCKS. RESPONSIBLE TO VERIFY THE TYPE A NTS FIG. W -3D TD --7 -COVER LIFT NOTCH 12 3/3" WATER CAST IRON LID NOTES: (1) A 1-3/4- DIAMETER HOLE IS REQUIRED IN THE LID FOR, TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TO -13 � E 2 45* L MuX 4 f5- 6 maxi 11 1 4, 4. PLUG E E �E !- L �' FOR ALL BENDS FUR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 4.f U min BEDDING AS REQUIRED PLUG 45' 4 MIN ,MIN T �-T SECT) SECTION 1-1 ON ?-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) cu�YD. (FEET) CU,YD, BEND L L IT T 0.24 90 2.50 2.50 3.01, 4" 6" 45 2.00 2.25 2.60 015 ".00 22 1/2 1.50 2.00 2.52 G.10 - 2.25 2.50 0.15 3.66 3,16 3.21 0.48 H 1/4 1.50 2.00 2.50 0,10 90 45 2,66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 G.13 3-16 2�91 2.66 0.32 11 1/4 1,66 2.16 2,67 0.13 - -- -- 90 4.83 3.83 3,42 0.83 10" & 12" 4-5 3.33 3.58 2,95 0.43 3.83 4.00 2.83 0.52 22 1/2 2,33 2.58 286 094 1 11 1/4 t.83--133 184 L LO i 8- 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSUL TING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE SIZE OFF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 T13EDOD RE FD -3 /-PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --- -ADJUSTABLE VALVE BOX W1 LID ;til. J. GATE VALVE WATER LINE 4 1 Ili4 I 2500 P.S.I. 41 CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK -\ A 4 I NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL CATE VALVE NTS FIG. W-5 TD -9 Tv - METER SIZE DIMENSION DIMENSION DIMENSION B C 1 112' 3,17--T-5,67- 2' 37V 5'0' 3- -5' MIN, 10' MIN. 4° 5' MIN, 12' MIN, 6' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, P DOOR HINGES, F- ' T I LIFT HANDLE L PIPIC'AL METER VAULI N.T,S, FIG. W -7A TD -14 SIDE VIEW .75' DIAMETER DRILL ED IDLE FOR TOUCH READ TOP VIEW 3' DIAMETER FLAT BEARING SURFACE UNDERNEATH �?4' X 36' ALUMINUM ACCESS HATCH FOR BENDS 8" & SMALLER I USE BRACING STRAPS FOR BFNiDS 10" THROUGH 12" ON ALL PIPE SIZES USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE 07 BEND, USE 2 STRAPS ON BENDS ADJACENT TO BELLS. FOR 18" BEND USE 3 STRAPS D AS SHOWN. I' f (0 -6 4 BARS @ 12" ON CENTER #�L BARS q FOR 12' 13ENDS LARGER "---,CONCR,--FE CLASS B ELEVATION PAINT ALL EXPOSED STEEL IMTH 2 COATS OF BITUMINOUS PAINT. SEND PIPE SIZE SIZE 4" 6" 1! A - B 1 '-9" 2'-3-j2'-5- C D 1'-2- E --�; F �� zjv Pi - V4" THICK ATE WASHER 11 1/4' 10" 12'-g'; _Z'� 3,-9, - 2'-O' 2- 12" S-0 4'-3' 3'-0"12-3" 3'-6" 2" DIAMETER EXTRA 18" S-6'5-6" S-3' S -O" 4'-6" 1/2" 4" 6- - 44 4 BARS @ 1 1/4- 'E BELL S -O' 4'-3" 2'-6" 2'--6113'-3" 'B" 2" 22 1/2' 10" 3'-3" 5'-0' 3'-0` 2'.-9" 3'-T4' 2" 12" Y-9' 6'-3' 3' O" 3'-8" 4'-3' 2' 5' -0'1 7'-0" V-3414 '-0`5'-8"21 s -o" 6'-0'3'-0' 3'-3" S-3" 2 1/4" a, 3'-6' 6 -6" 3'-0' V-8" -- 3,-g" 2 1 4" 45' c'o 7" 2 1 5-9 2 1/2" 7�T-O'l 7'_3"121 LARGER 1--- c CHART FOR UPPER SECTION VERTICAL BLOCK1fNG NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE "'ENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. 'W -3A TD -4 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS 'THE LOCAL STANDARD, LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270 E E 18"-22" 7 CU. EFT. VALVE BOX I #68 STONE E. VALVE 42"MIN 6" GATE 8" X 6" TEE 2500 R.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE ---� f -17 RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION To POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT 15 NOF ALLOWED IN THE DITCH. 'P 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEE HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRET-11YDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -8 44" MIN. < 18"' MIN. 17.5" 4 37" MIN, 11, 61, ASSEMBLY WINGNUF LOCKING A 12' MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOP. PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL. THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8"., 3. THE OUTSIDE `OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL ME -TER VAULT (1 1/2" IMETER) NTS FIC. W-78 TD -15 Top View 61' MINIMUM 4' M I N I M UM 4 4" MINIMUM 4. L NOTE: RESTRAINED JOINT FITTINGS. Side View - - - - - - 42" Minimum Certificc-�'cn of 959 COMP.CTIon liaqu;Q Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed 45 sojJ , or as approved by the ACSA, \4 TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-33 TD -5 VARIES 4" DIAMETER BRANCH -VALVE BOX AND VALVE M.J. PLUG VARIES 1 L I L. WATER MAIN '-RESTRAINED JOINT FFITTINGS ON-LINE TYPE "B") VARIES THREADED COUPLING 1 PVC NIPPLE AND CAP PVC SLEEVE-- or BRASS NIPPLE AND CAP T LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE OX -NO. 57 STONE M.J. FITTINGE iJ\E ""2" PIPE SLOPED r TO DRAIN IF GRADE ALLOWS T BRASS VARIES VA PIPE 2" PVC OR 2�' THREADED TAP '\--WATER MAIN AND VAL\I/E ARE SAME SIZE -PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG, W-8 WATER M TD -19 VARIES VIE BOX TO MEFER BOX (SEE FIG. W -6A THRU W -7E), COPPER CORPOT REQUIRED xxwwxxxxx P STO FOR THIS ROJECT \-4" PLUG THREADED FOR 2" COMPRESSION FITTING rWAHNF-L) JUHN I FII I IiNkjJ NOTES: x GA[F V,'J-'vEWlLL BL 4" UNTLHSS OIIIERW ISE SPECIFIED BYTHE NCSA, -Ell x SERVI( NETOi CONNE(7f ATNIAIN W111-IN'x4"'IM RIM TO FICW-5 FORTT RUSTBILY-< DETAILS AND DEVfH OF COVER ON NATE' YPi\iVAL'YF- I),\,Nn'OF'friFf�E�-'k\INI-DTO, NP USE PL15 LIC SI-lEEnNG AS x NOMINCIT-TESHOULDBEFOURF ON PROTECTION FOR BOLTS. USE2500P.S.I.CONCRETF. LARGE METE -1P SERVICE LIN` NTS FIC. IN -8C TD -12 0 (DO CH cn & 0 WIDTH DIM. "F" THICKNESS OF FILLET WELD STRAP = 1/4" Pi STANDARD HEX NUT V4" THICK ATE WASHER 3" THREAD! I 19, ��Lll 7�NOM(NAL INSIDE /4" ANCHOR DIAMETER EXTRA 1. BOLTS STRONG STEEL PIPE 44 4 BARS @ J's 'E BELL ON CENTER FO 'B" 12" BENDS RETE _C 0�,N C IE CLASS CLASS LARGER 1--- c CHART FOR UPPER SECTION VERTICAL BLOCK1fNG NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE "'ENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. 'W -3A TD -4 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS 'THE LOCAL STANDARD, LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270 E E 18"-22" 7 CU. EFT. VALVE BOX I #68 STONE E. VALVE 42"MIN 6" GATE 8" X 6" TEE 2500 R.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE ---� f -17 RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION To POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT 15 NOF ALLOWED IN THE DITCH. 'P 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEE HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRET-11YDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -8 44" MIN. < 18"' MIN. 17.5" 4 37" MIN, 11, 61, ASSEMBLY WINGNUF LOCKING A 12' MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOP. PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL. THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8"., 3. THE OUTSIDE `OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL ME -TER VAULT (1 1/2" IMETER) NTS FIC. W-78 TD -15 Top View 61' MINIMUM 4' M I N I M UM 4 4" MINIMUM 4. L NOTE: RESTRAINED JOINT FITTINGS. Side View - - - - - - 42" Minimum Certificc-�'cn of 959 COMP.CTIon liaqu;Q Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed 45 sojJ , or as approved by the ACSA, \4 TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-33 TD -5 VARIES 4" DIAMETER BRANCH -VALVE BOX AND VALVE M.J. PLUG VARIES 1 L I L. WATER MAIN '-RESTRAINED JOINT FFITTINGS ON-LINE TYPE "B") VARIES THREADED COUPLING 1 PVC NIPPLE AND CAP PVC SLEEVE-- or BRASS NIPPLE AND CAP T LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE OX -NO. 57 STONE M.J. FITTINGE iJ\E ""2" PIPE SLOPED r TO DRAIN IF GRADE ALLOWS T BRASS VARIES VA PIPE 2" PVC OR 2�' THREADED TAP '\--WATER MAIN AND VAL\I/E ARE SAME SIZE -PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG, W-8 WATER M TD -19 VARIES VIE BOX TO MEFER BOX (SEE FIG. W -6A THRU W -7E), COPPER CORPOT REQUIRED xxwwxxxxx P STO FOR THIS ROJECT \-4" PLUG THREADED FOR 2" COMPRESSION FITTING rWAHNF-L) JUHN I FII I IiNkjJ NOTES: x GA[F V,'J-'vEWlLL BL 4" UNTLHSS OIIIERW ISE SPECIFIED BYTHE NCSA, -Ell x SERVI( NETOi CONNE(7f ATNIAIN W111-IN'x4"'IM RIM TO FICW-5 FORTT RUSTBILY-< DETAILS AND DEVfH OF COVER ON NATE' YPi\iVAL'YF- I),\,Nn'OF'friFf�E�-'k\INI-DTO, NP USE PL15 LIC SI-lEEnNG AS x NOMINCIT-TESHOULDBEFOURF ON PROTECTION FOR BOLTS. USE2500P.S.I.CONCRETF. LARGE METE -1P SERVICE LIN` NTS FIC. IN -8C TD -12 0 (DO CH cn & 0 JOB No, 17-0182 SCALE NTS DATE 10 /23/2017 REVISION DATES: SHEET No. ■ Pi rt @) 1. 611 6 44 P-4 J's 0 ."4 --4 LL] c'o �n A 4 Ij 10 JOB No, 17-0182 SCALE NTS DATE 10 /23/2017 REVISION DATES: SHEET No. ■ LINE OF SITE PLAN VIEW z COUNTY GREEN ROAD ENTRANCE- LINE OF SITE LEFT FOR EXITING VEHICLE = SCALE -1 "=50' REQUIRED DISTANCE = 335' 00 W LINE OF SITE RIGHT FOR EXITING VEHICLE PLOTTED DISTANCE 335' 0 REQUIRED DISTANCE 335' PLOTTED DISTANCE 335' L REQUIRED PLOTTED D 0- 0 C) - 4T ----------- 0 D) </ COUNTY GREEN ROAD (STATE ROUTE $75) POSTED SPEED LIMIT 3OMPH F_Nj_ewDai1y Trips for Country Green Road Entrance, State Rt 8 75 530 AM PM Use Description ITE Qty Daily in out in out Apartment Complex 220 84 591 9 35 38 20 Total New Entrance In 591 44 58 z ( I tl �0W: UJI, I � 11 �LINE OF SITE MEASURING POINT Note: From VDOT 2016 Annual Average Daily Traffic Volume Estimates for Albemarle County the average daily /It IS 14 5 FIEF -7F nPP EXISTING POP traffic count on the project section of County Green Road is 4,100. Use 11% of the ADT for the peak volume. 540 540 540 540 530 530 520 520 510 510 500 500 490 490 451 338 113 New Entrance Out 35 75% Left toward Rt 780= 1 25% Right toward Rt 781 = 5 5 LINE AND OF SITE UNOBSTRUCTED VERTICALLY New Entrance In HORIZONTALLY 25% Left from Rt 875= 75% Right from Rt 875= 305 L0 UJ UJ LL_F_ 2 7 \-PRO F, GRADE ALONG LINE OF SITE 640 470 M 0 720 515 390 340 50-MPFI DESIGN SPEED* Ld Ld 0 0LL_ L. 165 135 _VPRO GRADE ALONG LINE OF SITE 195 170 0 Ld Ir Li LINE OF SITE UNOBSTRUCTED BOTH HORIZONTALLY 300 270 100 7) 530 530 520 520 510 510 500 500 490 490 COUNTRY GREEN ROAD ENTRANCE AM PEAK HOUR DISTRIBUTION Name Peak ADT East/Left Driection West/Right Direction Country Green Rd. (Rt 4,100x0.1 1 = 75% East toward Rt 781 25% West toward Rt 781 = 875) 451 338 113 New Entrance Out 35 75% Left toward Rt 780= 1 25% Right toward Rt 781 = 5 5 26 9 New Entrance In 9 25% Left from Rt 875= 75% Right from Rt 875= 305 225 200 2 7 380 275 245 200 640 470 0 ca Ld 720 515 390 340 50-MPFI DESIGN SPEED* Ld Ld 0 0LL_ L. 165 135 _VPRO GRADE ALONG LINE OF SITE 195 170 0 Ld Ir Li LINE OF SITE UNOBSTRUCTED BOTH HORIZONTALLY 300 270 100 7) co II AND VERTICALLY 60-MPFI DESIGN SPEED* 800 230 M 0 125 25 115 600 290 210 160 140 U-1 U_ UJI 200 1705 200 450 330 250 215 0 505 370 275 240 6 T Ld Z6 Ld PRO GRAPE ALONG LINE OF SITE COUNTRY GREEN ROAD ENTRANCE AM PEAK HOUR DISTRIBUTION Name Peak ADT East/Left Driection West/Right Direction Country Green Rd. (Rt 4,100x0.1 1 = 75% East toward Rt 781 25% West toward Rt 781 = 875) 451 338 113 New Entrance Out 35 75% Left toward Rt 780= 1 25% Right toward Rt 781 = 5 5 26 9 New Entrance In 9 25% Left from Rt 875= 75% Right from Rt 875= 305 225 200 2 7 Mountainwood Road Entrance, State Rt. 1112 Name AM PM Use Description ITE Qty Daily in out in out Apartment Complex 220 12 84 1 5 5 3 Total Ld 84 6 3 ----------- E Note: From VDOT 2016 Annual Average Daily Traffic Volume Estimates for Albemarle County the average daily traffic count on the project section of MOuntainwood Road is 1,000. Use 11 % of the ADT for the peak volume which is 110. Given the low volumes left or right turns are not warranted. 0 In 520 510 500 COUNTRY GREEN ROAD ENTRANCE PM PEAK HOUR DISTRIBUTION Name Peak ADT East/Left Driection Wiest/Right Direction Country Green Rd. (Rt 875) 4,100 x 0.11 = 451 25% East toward Rt 7 81= 113 75% West toward Rt 781= 338 New Entrance Out 20 75% Left toward Rt 780= 15 25% Right toward Rt 781= 5 New Entrance In 38 25% Left from Rt 875= 9 75% Right from Rt 875= 29 From the distribution shown above 0.60% ((2/338)x100=0.60) of the AM peak and 8.00% ((9/113)x100=8.00) of the 490 PM peak advancing volumes turn left into the project. Use a design speed of 40 mph on County Green Road and 1-i-00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 IUUII(J LFIU lUIL LUIll VUIUIIIU V-) !U70 UHU UtiU W1 dUVdIIUd VUI]Ulllt� Ul 000 UU1 'I ly L, R�, r- asst -1 !a UUi 11Ig LI10 IAIVI to determine if a left turn is warranted. From the table 3-1 from Appendix F of the VDOT Road Design Manual the advancing volume would have to be greater than 425 during the PM and 500 during the AM. Thus a left turn is not IJ 3 LINE OF SITE TO THE RIGHT LINE OF SITE TO THE LEFT warranted, COUNTY GREEN ROAD ENTRANCE COUNTY GREEN ROAD ENTRANCE SCALE: HORIZONTAL: 1"=50', VERTICAL: 1"=10' SCALE: HORIZONTAL: 1"=50', VERTICAL: 1"=10' Again from the distribution shown above the PM peak controls the right turn warrant. Given an approach volume of ----------- 338 and 29 right turns, using figure 3-26 from Appendix F of the VDOT Road Design Manual shown below no right turn lanes or tapers are required. UNE OF SITE PLAN VIEW U 00 MOUNTAIN WOOD ROAD ENTRANCE 0 > SCALE: 1 "=50' `* @) LINE OF SITE LEFT FOR EXITING VEHICLE LINE OF SITE RIGHT FOR EXITING VEHICLE REQUIRED DISTANCE = 280' REQUIRED DISTANCE 2BO' PLOTTED DISTANCE 280' 0 PLOTTED DISTANCE 265' TO CL RT 780 [4l 2 L1J V. MA�WOOD ROAD ROU -M tn2) r 1, SPD EE 25M F-58 F-79 I A 0 11q _5 121 19 4 o 12-0 > -Lane Highways -M X, Warrants for Left Turn Storage Lanes on 'Two g"g _g�v� LINE OF SITE MEASURING POINT 't *0, q IS 14.5 FEET OFF EXISTING EOP i;.;R N'i L1 Advancing Volume and opposing volumes (VPH), speed and percent left turns are used ... E'RR to determine whether a left turn storage lane is warranted on two-lane highways. 100 FULL WIDTH TURN LANE AND TAPERFIE -I-- �00 .�O _g go 0 The warrants in table below are taken from the 2011 AASHTO Green Book, chapter, R. Section 9.7.3, Page 9-132, Table 9-23. They were derived from Highway Research cc U.J ........... r P Report No. 211, Figures 2 through 19, for required storage length determinations. 0' N, U_ LU .......... -,5 -LANE HIGHWAYS > WARRANTS FOR LEFT TURN LANES ON TWO ... .... 60 TAPER REQUIRED Q ------------- - 4qn 490 490 490 480 470 Ls 3 0 460 460 450 450 LINE OPI AND VE SITE UNOBSTIR TICALLY CTED 1:30111 HORIZONTALLY 20% 30% ✓ 1-0 LEFT TURNS LINE OF S85'rRUCT�'ED AND VERTI ALLY BOTH HORIZ 40 -MPH DESIGN SPEED* 800 330 Ld 180 160 600 410 305 225 200 M 0 0 380 275 245 200 640 470 0 ca Ld 720 515 390 340 50-MPFI DESIGN SPEED* Ld Ld 0 0LL_ L. 165 135 _VPRO GRADE ALONG LINE OF SITE 195 170 0 Ld 430 Li GRADE ALONG LINE OF SITE 400 300 270 100 615 co II 60-MPFI DESIGN SPEED* 800 230 5; 125 25 115 600 290 210 160 140 U-1 365 270 200 1705 200 450 330 250 215 100 505 370 275 240 6 T Z6 1-i-00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 IUUII(J LFIU lUIL LUIll VUIUIIIU V-) !U70 UHU UtiU W1 dUVdIIUd VUI]Ulllt� Ul 000 UU1 'I ly L, R�, r- asst -1 !a UUi 11Ig LI10 IAIVI to determine if a left turn is warranted. From the table 3-1 from Appendix F of the VDOT Road Design Manual the advancing volume would have to be greater than 425 during the PM and 500 during the AM. Thus a left turn is not IJ 3 LINE OF SITE TO THE RIGHT LINE OF SITE TO THE LEFT warranted, COUNTY GREEN ROAD ENTRANCE COUNTY GREEN ROAD ENTRANCE SCALE: HORIZONTAL: 1"=50', VERTICAL: 1"=10' SCALE: HORIZONTAL: 1"=50', VERTICAL: 1"=10' Again from the distribution shown above the PM peak controls the right turn warrant. Given an approach volume of ----------- 338 and 29 right turns, using figure 3-26 from Appendix F of the VDOT Road Design Manual shown below no right turn lanes or tapers are required. UNE OF SITE PLAN VIEW U 00 MOUNTAIN WOOD ROAD ENTRANCE 0 > SCALE: 1 "=50' `* @) LINE OF SITE LEFT FOR EXITING VEHICLE LINE OF SITE RIGHT FOR EXITING VEHICLE REQUIRED DISTANCE = 280' REQUIRED DISTANCE 2BO' PLOTTED DISTANCE 280' 0 PLOTTED DISTANCE 265' TO CL RT 780 [4l 2 L1J V. MA�WOOD ROAD ROU -M tn2) r 1, SPD EE 25M F-58 F-79 I A 0 11q _5 121 19 4 o 12-0 > -Lane Highways -M X, Warrants for Left Turn Storage Lanes on 'Two g"g _g�v� LINE OF SITE MEASURING POINT 't *0, q IS 14.5 FEET OFF EXISTING EOP i;.;R N'i L1 Advancing Volume and opposing volumes (VPH), speed and percent left turns are used ... E'RR to determine whether a left turn storage lane is warranted on two-lane highways. 100 FULL WIDTH TURN LANE AND TAPERFIE -I-- �00 .�O _g go 0 The warrants in table below are taken from the 2011 AASHTO Green Book, chapter, R. Section 9.7.3, Page 9-132, Table 9-23. They were derived from Highway Research cc U.J ........... r P Report No. 211, Figures 2 through 19, for required storage length determinations. 0' N, U_ LU .......... -,5 -LANE HIGHWAYS > WARRANTS FOR LEFT TURN LANES ON TWO ... .... 60 TAPER REQUIRED Q ------------- - 4qn 490 490 490 480 480 470 470 460 460 450 450 LINE OPI AND VE SITE UNOBSTIR TICALLY CTED 1:30111 HORIZONTALLY 20% 30% ✓ 1-0 LEFT TURNS LINE OF S85'rRUCT�'ED AND VERTI ALLY BOTH HORIZ 40 -MPH DESIGN SPEED* 800 330 Ld 180 160 600 410 305 225 200 M 0 0 380 275 245 200 640 470 0 ca Ld 720 515 390 340 50-MPFI DESIGN SPEED* Ld Ld 0 0LL_ 210 165 135 _VPRO GRADE ALONG LINE OF SITE 195 170 0 Ld 430 320 GRADE ALONG LINE OF SITE 400 300 270 100 615 445 II 480 480 470 470 460 460 450 450 440 440 VPH ADVANCING VOLUME OPPOSING VOLUME 5./ /o 10% 20% 30% LEFT TURNS LEFT TURNS LINE OF S85'rRUCT�'ED AND VERTI ALLY BOTH HORIZ 40 -MPH DESIGN SPEED* 800 330 Ld 180 160 600 410 305 225 200 400 0 380 275 245 200 640 470 350 305 100 720 515 390 340 50-MPFI DESIGN SPEED* 800 Ld 0 0LL_ 210 165 135 PR9 GRADE ALONG LINE OF SITE 195 170 400 430 320 240 210 200 550 400 300 270 100 VPH ADVANCING VOLUME OPPOSING VOLUME 5./ /o 10% 20% 30% LEFT TURNS LEFT TURNS LEFT TURNS LEFT TURNS 40 -MPH DESIGN SPEED* 800 330 240 180 160 600 410 305 225 200 400 510 380 275 245 200 640 470 350 305 100 720 515 390 340 50-MPFI DESIGN SPEED* 800 280 210 165 135 600 350 280 195 170 400 430 320 240 210 200 550 400 300 270 100 615 445 335 295 60-MPFI DESIGN SPEED* 800 230 170 125 25 115 600 290 210 160 140 400 365 270 200 1705 200 450 330 250 215 100 505 370 275 240 z............. ........ ................... ............ F_ ...... OPPOSING 7-40 ..... .... ......... . VOLUME (VPH) .................. 0 .......... U. ........... ........... ------------- -------------------------- ...... NO TURN LANES W Z Z _+ 20 OR TAPERS REQUIRED < ADVANCING LEFT -TURN VOLUME (VPWj VOLUME (VPH) Example: 100 200 300 400 500 600 700 xaf, W W PHV APPROACH TOTAL, VEHICLES PER HOUR J Vivo -lane highwaywi I A operating speed Appropriate Radius required at all Intersections and Entrances (Commercial or Private). z LL Opposing Volume (VPH.) - 600 LEGEND 0 J Advancing Volume (VPH) - 440 Cc cc D Left -Turn Volume (VPH) - 44 or 10% of PHV - Peak Hour Volume (also Design Hourly Volume equivalent) Advancing Volume Z W Ad°utrent fgr Riehl TrP-S I I I TABLE 3-1 With opposing volume (VPH) of 600 and For posted speeds at Or Linder 45 mph, PHV right turns > 40, and 450 10% of advancing volume (VPH) making PHV total < 300. Source: Adapted from 2011 AASHTO left turns, and advancing volume (VPH) Adjusted right turns = PHV Right Turns - 20 Green Book, Chapter 9, Section 9,73, of 305 or more will warrant a left -turn Page 9-132, Table 9-23 lane. If PHV is not known use formula: PHV = ADT x K x D K = the percent of AADT occurring in the peak hour 440 USE DESIGN SPEED IF AVAILABLE, When the Average Running Speed on D = the percent of traffic in the peak direction of flow 11+00 1+50 2+00 2+50 3+00 3+50 4+00 1+00 1+50 2+00 2+50 3+00 3+50 4+00 IF NOT USE LEGAL SPEED LIMIT, an existing facility is available, the Note: An average of 1 -1 % for K x D will suffice. LINE OF SITE TO THE RIGHT corresponding Design Speed may be LINE OF SITE TO THE LEFT obtained from Appendix A, 3)ection A-1. When right turn facilities are warranted, see Figure 3-1 for design, criteria.' LL_ MOUNTAINWOOD ROAD ENTRANCE MOUNTAINWOOD ROAD ENTRANCE �> SCALE: HORIZONTAL: 1`=50% VERTICAL: 1-=10'_ SCALE: HORIZONTAL: 1"=50', VERTICAL: 1"=10'_ FIGURE 3-26 WARRANTS FOR RIGHT TURN TREATMENT (2 -LANE HIGHWAY) Appendix 913-2 LD -229 Storm Drain Design Computations Rev. 7/14 Rev. 1 /15 LD -229 ROUTE: PROJ: W July 2000 STORM SEWER DESIGN COUNTY: DISTRICT: _J 0 COiAPUTATIONS DESCRIPTION: SLEET OF _J 1!11; -EV- RAIN RUIJ- iNVEFC17 -Low ARE,' -;M W DRAIN OFF CA TIME FALL Oer ELEVATIONS LENT[.ri-i SLOPE DIA. =Y I VEL. 71NIE F'F�IDA r0 E- C�F. Q ""NU'FES RFIIA}IKS PCONT POHN7 INCRE- ACCU11- h�N- It-1j"R. C.F.S. UPPED. LOWER FT. FT,1FT_ I'll C,I.S. 7 -PS _J C .... ULATEU3 U- MS Z_ 1. W EX. STR 18 41-40 0,75 3.30 3.30 12.0 5.00 16.5 475 . 04 465 . 91 81 11.27 30 149.2 3.8 0.35 OK 18 19 2.42 10.36 0.87 4.17 12.4 4.92 20.521465.81454.61 143 7,83 30 1355.6 4.8 0.50/0.85 OK 19 20 0.0 0.0 0.0 4.17 13.2 4.80 20.52 454,51 447.68 8S 8.04 30 137.4 4.1 0.335/1.20 OK W '21 0.27 0.29 0.08 4.25 13�7 4.73 6,1.50 1/17.58 446.95 134-816.7 20 49 1.29 42 0.12/1.32 OK 21 EX 0.0 0.0 0.0 4,25 14.0 4.69 64.50446.85446.02 66 1.26 42 122.26 .7 0.16/1.48 OK _J EX OUT 0.53 0.90 0.48 4.73 14.4 4,63 6 6 . 3 0 4 4 5 . 9 2 445.72 16 1.25 42 121.6 6.9 0.04/1.52 OK _R 'ROM POND POUTItG NOTE: 44.4 CPS ADDED TO �TFR' 2-0 2016 ROAD & BRIDGE STANDARDS INP -2 --I F ADJACENT'TRAVEL LANE ASPHALT PAVEt IENT WIDENING 12 EDGE OF EXIGING PAVFMENT (AS DETERMINED IN FIELD) JOB No, 17-0182 TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT I AYEPS PROPOSED ASPHALT LAYERS i9 SCALE 1 50' -------------- EkSTING SUBBASE PROPOSED SUBBASE VDOT Drainage ;'Wanual ------- 1.5 " MILL DEPTH ----- 11 ---- DATE 10/23/2017 MILL WIDTH TO CENTER - - - - - - - COMPACTED SUBGRADE OVERLAY WITH NEW SM -19.5A ASPHALT PER VDOT1 WP 2 CONSTRUCTION JOINT DETAIL REVISION DATES: DETAIL THIS SHEET REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE 'WITH PROPOSED ASPHALT WIDENING LAYEPS PROPOSED NIINIMIJIVI 1 /2 INCH THICK ASPHALT SURFACE COURSE `.`_IEE NOTE 5) MINNIW.4 12 INCHES,OR GREATER AS NECESSARY TO AI31iT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS INV OUT.445.72 AS DETERMINED BY CORES (S�_E NOTE 3) EXISTING INLU 17 TOP -45-4.32 _-,--12" SAW CUT PER W sviowtj THROAT INV -452.64 ALONG EX. EOP (TYP) M U PRIF-A IW IN=446 2 -HATCHF-t) IW OUT -4.92 w NOTES: MILL LIMITS SHOWN 1114 HATCHED AREA 1. ASPHALl- PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN AICCORDANCE WITH CURRENT VDOT PROCEDURE" AND BE APPROVED BY THE FNGINEFR. COUWY GFEEN ROAD (STATE 2. THE PAVEMENT DE9GN FOR ASPHALT PAVE",JFNT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. 191011.rM 875) SUBSURFACE DRAINAGE OF THF EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A NAIIIIJI',,!UM OF THREE CORES `'HALL BE TAKEN ALONG THE CENTER OF THE ADJACENT FRAVEL LANE TO DETERWNIE THE TYPE AND THICKNESS OF EXISTING VWA PAVEPAENLA T YERS. THESE CORES SHALL BE SPACED NO YORE THAN 500 FEET APART. A 4. THE ADJACENT TRAVEL LANE SHALL BE P,IILLED A MINIMUM DFPrH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT 'WIDENING SURFACE COURSE, UNLESS' WAIVED BY THE-,IJGINFFR. E PAVEMENT CROSS S 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE SLOPE EFFECTIVE SURFACE DPAI.NIAGE. MILL WIDTH TO CENTER LINE, AN6 E AG '' yLgti\ IIj 1.5" MILL DEPTH 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF T!1F ENGINEER. OVERLAY WITH NEW SM -9.5A 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS ,00 ASPHALT PER VD0T WP -2 T S FRAIC _)UIRFE,,IFNTS OF SECTION 315 OF THE D* AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOO _3FITEDGE IN ACCORDANCE 'NITH THE RE( 'Q� < DETAIL THIS SHEET SPECIFICAFIONS. TM- j, 00 00W AN am ON am 81 ria 0 solo ET I o. -?P J# 6Z EXISMG MIRM INLff 0.,00 so COUNTY GREEN ROAD XVDOT SPECIFICATION TOP = 488.24 ASPHALT PAVEMENT WIDENING REFERENCE IW OUr - 475.04 PAVEMENT MILL AND OVERLAY LIMITS ROAD AND BRIDGE STANDARDS 9 SCALE: 1 "=50' SHEETI OF I REVISION DATE 315 18 c �O3 0 2 VIRGINIA DEPARTNIENIT OF TRANSPORTATION a MOUNTAINWOOD ROAD 2016 ROAD & BRIDGE STANDARDS PAVEMENT MILL AND OVERLAY LIMITS SCALE: 1 "=50' PLOT DATE: 01/29/18 SPEEE) LIMIT - -- SIGN, 30 MPH NO PARKING SIGN EXISTING '18" RCP STORM SEWER INV Irl -517.16 EXISTING DI --3 CURB INLET / i IIDO ! 11 R0 EXISTING 12" CMP �41�C CULVERT ! ?✓ Il \ IMI IN = 519.99 / _ - - w. INV OUT = 518.57 j ll� \, 1I) jp ! ! fff0 1 I ! 1101 110IF _____ 411 1 0]! v � 1lll I I !Ili I I ESC SEOUENCE OF CONSTRUCTION - PHASE 1 1, AS THE FIIRST STEP IN IMPLEMENTATION OF THIS EROSION AND SEDIMENT CONTROL PLAN, IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY TO REVIEW THIS PLAN IN DETAIL WHILE BECOMING FAMILIAR WITH THE SITE PRIOR TO COMMENCING WORK. THIS WILL INCLUDE A REVIEW AND UNDERSTANDING OF THE SWPPP, THE POLLUTION PREVENTION PLAN, AND THE STORMWATER MANAGEMENT PLAIN. 2. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE OWNER/DEVELOPER, AND THE APPROPRIATE STAFF FROM ALBEMARL E COUNTY AND ANY OTHER NECESSARY AGENCIES AS DETERMINED BY THE COUNTY AND THE OWNER/DEVELOPER. THE LAND DISTURBING PERMIT SHALL BE ISSUED AT THE PRE -CONSTRUCTION CONFERENCE AS LONG AS CONSTRUCTION INSPECTION FEES ARE PAID AND EROSION & SEDIMENT CONTROL SECURITY HAS BEEN RECEIVED BY THE COUNTY. NO LAND DISTURBING ACTIVITY SHALL OCCUR PRIOR TO THE ISSUANCE 01= THE PERMIT. 3. UPON COk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w 25YR WSE _ 460.64' V• 2YR WSE e 460.15 BOTTOM ELEV. = 450.00' 8, TOP ELEVATION = 462.01' - - 20' EMERGENCY SPILLWAY L. F. 30" ADS N-`12 4� 07 CLEAR AND GRUB ALL TOPSOIL AND \ TRENCH Ilfll 1 JEGETIVE MATTER FROM AREA UNDER EMBANKMENT. CONSTRUCT EMBANKMENT & I CUTOFF TRENCH W/ CLAY MATERIAL FREE 4' - OF ROOTS, WOODY VEGETATION, STUMPS, SOD, , OVERSIZED STONES, AND ROCKS. NO FROZEN ! 1 -7 0 LO N G BY 12 OR WET SOIL SHALL BE USED. !!!! !I WIDE C 0 STR U C T 10\J COMPACT EMBANKMENT & CUTOFF 1 ? I I 'r DC NS TY. ENCH T°COMPACT A IN 6" LOOSE i! ENTRANCE U�r / 0 11! ! N LAYER . ! ins i!~INi_. VDOT NO. 1 STONE 518 I _ .(2 _ rn 10 All 1 �o - - -~- o _ / 508 _- ! — �— EXISTING D(-3 - // ��% i �� "; —� •_ CIP U's�F3 1 �1LI T STR I S �� ~----� ,->.�r. -•�,v :7 -ter"" ` '-�.' . \ --_�� , COTTAGE 71 WAY 93 EXISrI�G DI --3 CURB INLET C Il 1 1 ! III 1 1? l ! T L _ I d / � ! Qq !/ \ E _ CE ,womw - 1 r { "> 1 / 0 o ' Ufa 1 -- C� 00 'T` ELEVATION = 460.51' O� CONSTRUCTED CUTOFF TRENCH W/ 1:1 SIDE SLOPES 48" PYRAMID TRASH RACK AS MANUFACTURED BY PLAS-FIC SOLUTIONS OR EQUAL TEMP. STEEL STRAPPING ---- /'� 0..50' ') 8" PERFORATED POLYETHYLENE,p DEWATERING PIPE INV IN = 447.68 ° TO STR NO. 20 CONNECT 8" TO 6" W,/ FERNCO COUPLINIG— '�f�1.1 SEDIMENT CLEANOUT LEVEL = 45337' (PROVIDE MARK ON RISER) BOTTOM OF POND = 450..00' WN � `it v' 1 TOP SOIL STOCKPILE ACTUAL LOCATION OF STOCKPILE TO BE DETERMINED BY GRADING COi\1TRAC -OR TO INSURE EFFICIENT GRADING OPERATION cp. �P tf 7y N `:-A O d — 5.0' 4t 6.00" ORIFICE OPENING and INV. = 456.28' TOP ELEV. = 459.51' STD. MH BASE 30" OUTFALL PIPE INV. = 449.43' EROSION CONTROL LEGEND SYMBOLS u SILT '-FENCE - VESCH 3.05 SOIL NAME S o CONSTRUCTION 'ENTRANCE --- VESCH 3.02 ER❑DIBILITY PERMEABILITY CULVERT INLET PROTECTION - VESCH 3,08 RIP -RAP -- VESCH 3.19 HIGH WATER TABLE Qp OUTLET PROTECTION - VESCH 3.18 P❑TENTIAL n TEMPORARY DIVERSION DIKE --VESCH 3.09 }6' TEMPORARY SEDIMENT BASIN - VESCH 3.14 LOW LIMITS S OF CLEARING �c GRADING CULPEPER FINE SANDY LOAN, 7 TO 15 PERCENT SLOPES = m � SOILS BOUNDARY SEVERE ro TOPSOILING - VESCH 3,30 TEMPORARY SEEDING - VESCH 3.3.1 SR SURFACE ROUGHENING - VESCH 3.29 �p ROCK CHECK DAMS - VESCH 3.20 >48" >6' STORMWATER CONVEYANCE CHANNEL - VESCH 3.17 1. PHASE I LIMITS OF CONSTRUCTION WILL FOLLOW THE LIMITS SHOWN. 2. STRIP TOPSOIL AND GRADE ONLY IN THE AREA SUFFICIENT TO INSTALL_ THE PERIMETER CONTROLS. 3. THE PROJECT SUPERINTENDENT IS RESPONSIBLE FOR INSTALLATION & MAINTENANCE OF ALL E&S MEASURES. ALL ESS CONTROLS WILL BE INSPECTED DAILY BY THE SUPERINTENDENT, FOR A SCHEDULE OF MAINTENANCE REFER TO THE NARRATIVE, 4. THE COUNTY EROSION CONTROL INSPECTOR MA`' REQUIRE ADDITIONAL E&S MEASURES DEPENDING ON SITE CONDITIONS. 5. TEMPORARY E&S CONTROLS ARE NOT TO BE REMOVED WITHOUT THE PERMISSION OF THE COUNTY E&S ADMINISTRATOR. 6. THIS IS A BALANCED SITE IN REGARDS TO THE TOTAL EARTHWORK REQUIRED FOR PHASE 1. NO OFFSITE GRADING EITHER EXPORT OR IMPORT IS IS REQUIRED. 41* CJS / ° � �� \ \�o,.� \ �_i, � � •�-.,':�� ii'a .,. ! \ , . (�� ash f�93 i \ Gx PROVIDE 20 L. F. BY ------_ I t \ 5.0 ' WIDE SECTI0N ( ; I i/ ( / ; \ ' Yr OF VDOT CLASS A---1TR RIP—RAP /V%FILTER j v EXISTING S8TO2RM INLETFABRIC �JNDERLAYMENT TOP - 4.4 INV OUT 475.0 XISTING RCP CULVERT — INV}a=S�JJAo _ II j ! I } r CP ' /� \ f t 4t \/ S�' / / \ \ ✓r, \ i \ ' T=517.50 � 'v �,- \ \ '••/ CPI TR _ ( ! ! (, JI \\ , s� ��/ V� ISI y� `�� C y° _ R•� \ ,4 ` \ �� i ' 1 1 1 ,10 /! ` ' Gj-1j\� J� �o -' DULD 1��\0 „+ C ODS/ -'-'. ,n Jam_ r3',� EDC,/OF �..--„.W.�, . ,- 1. l � �• �%a\}� � \\ =E� d. ` _ -.'— / 498 y.s 1 - i ` \ `••' �a?� ..,.:I:} "'& c.XIST 12” _ =501 .40 l 1 ; \\ \�; �_� t - `--/ / / �� -� Er'' ✓ ''j ! C \ \\ \\ o �`�t �_ _ \ (D INV IN� _ 1-qu h lw q � I ti 494 \ r T�_ ^ ` ry INV OUI = rr \ \ y� = >r EF` �J j j — ! 492 pr7 owl !ill lam\\\ o 1 \/ 1 9 ► _ x-86 _ _ \ � � / l3 / \ ( \� 1 I \ \ `� w� ✓" _ - - - y" _ - i f / I . ! \ \ \ Dig ��a , — ____488 J � � \ \ � / / I \ � ,'I � \\\�` _ _ � � 1 40 J / \ it ` �. s/ / \ / % ((/ / i \. (-"- 462 �r 5ft ` l \\` _ AIM -' / / / > �� , (I \/'. t - ..� 1'1 460 \ I "�° �\ _ - __ --- -- -•- __ _ -_ _._ __._ - fir- _ .. /'� `` . .. J,>j � .,-' � �!' '.f_-/ l /�` l ,�', hit-.._• ``\ \.,� q Y 1 / 480 \ ..�y qy \ �, `► SCS SOIL_ _t5 MAP UNIT ,� ; ,' ''� �.�� / r..�'/'; "�/ - -- -�_�' -� ��-�`- ° \ \ y \,.• `'^`'"..d`. 1 \ "* \ l 44, T ! I ._ _,. / f "� ."f '% r r' - �` / �. _.', /3_ JGt-(1..� P`. INV OUT=11-45.72 voo 1 — _ ------ h'L" -T\n I \ �- _ a c� \ \ f •S _ ` _ RCP STOR�� SEWER Co I \ \ \ ;r{ ' \ \ , �� \ 4v. o _ —. — — • `e i _ FIR \ \ ix J \ � \�\� �'" '_'_.--.. � /� •�"�-`""^ � `' -----_ _ J s____ — ____ __ __ .- - - - \�J��j "- XISTING INLET 151 OPY5!.32fTHROAT NV~45' ",j- — --EXISTING INV IN=4' $6.02 •� �\� U"Tii IT'( G � �,� \ .j ```y`--�� _ __ l..>I�1J• `",-w�.. -------_.__ . .. �'_ _.. — -. ._. _._ __-_ _J _ ,.... \ '\� �1 INV OIJT-$ 5.r32 A\ POLE ` 462_7 62 ..�� 1 1 70' LONG >B �' "12 n _ �`2 ,- e q 1 DE CONS CONSTRUCTION \ 1 } EJTRA It\1 CE V� 0 ``�.cp 1 } li !\ I VDOT N O . 1 ST0 I'J IL r f_1i lEEXIS_TI rIc; UTILITY Pt LE EXISTING EXISTING`OVrr�l-IEAD U-i1L.ITY _._ a- __ _ r > r / / / ( ! q + EXISTING \) cP� \ \cirLif ti ,w v. - lnryn I l / l l ! \ 1 r UTILITY Y \ POLE Y " nv cCJUE Or f ry . � � 1 POLE A L— I M I T S a CLEAR GRUB--/ � r.YY.r..ry Y .n— .. �u�_ _w_�s__� ,,_�_t __�� ---- T !I \� Y �,,---_ .REE LINE q 1 PROPERTY LINE. SHOWN TO'N TS'� ��,. � OFF PROPERTY LINE FOR °� CI_ARTTY ONLY PROVIDE TOP SOIL 8c -�>—MPS !� J R R �' ' J COSR i o n q SEED ON DIVERSION DIKEt q q IMMEDIATELY UPON INSTALLATION q q (TYP ALL DYES) Z O 0— c� tl I LLJ D O z w 0 u S❑IL MAP SOIL NAME S DEPTH T❑ BEDR❑CK DEPTH TO SEASONAL ER❑DIBILITY PERMEABILITY SHRINK -SWELL UNIT HIGH WATER TABLE r P❑TENTIAL 21B CULPEPER FINE SANDY LOAM, P TO 7 PERCENT SLOPES >48:, }6' MODERATE 0,6-2,0 IN/HR LOW 21C CULPEPER FINE SANDY LOAN, 7 TO 15 PERCENT SLOPES >48' >6' SEVERE 0,6---2,0 IN/HR LOW W 21D CULPEPER FINE SANDY LOAM, >48" >6' SEVERE 0,6-2,0 IN/HP-. LOW 15TO 25 PERCENT SLOPES a 0 v Z 27B ELI❑AK LOAM, 2 TO 7 PERCENT SLOPES >601, >6' SLIGHT 0,6-2.0 IN/HR LOW SBD HAYESVILLE LOAM >601, _ >6' SEVERE 0.6 2.0 IN/HR LOW L❑ALIS, C15 TO 257 SLOPES) 0 N .4 41* CJS / ° � �� \ \�o,.� \ �_i, � � •�-.,':�� ii'a .,. ! \ , . (�� ash f�93 i \ Gx PROVIDE 20 L. F. BY ------_ I t \ 5.0 ' WIDE SECTI0N ( ; I i/ ( / ; \ ' Yr OF VDOT CLASS A---1TR RIP—RAP /V%FILTER j v EXISTING S8TO2RM INLETFABRIC �JNDERLAYMENT TOP - 4.4 INV OUT 475.0 XISTING RCP CULVERT — INV}a=S�JJAo _ II j ! I } r CP ' /� \ f t 4t \/ S�' / / \ \ ✓r, \ i \ ' T=517.50 � 'v �,- \ \ '••/ CPI TR _ ( ! ! (, JI \\ , s� ��/ V� ISI y� `�� C y° _ R•� \ ,4 ` \ �� i ' 1 1 1 ,10 /! ` ' Gj-1j\� J� �o -' DULD 1��\0 „+ C ODS/ -'-'. ,n Jam_ r3',� EDC,/OF �..--„.W.�, . ,- 1. l � �• �%a\}� � \\ =E� d. ` _ -.'— / 498 y.s 1 - i ` \ `••' �a?� ..,.:I:} "'& c.XIST 12” _ =501 .40 l 1 ; \\ \�; �_� t - `--/ / / �� -� Er'' ✓ ''j ! C \ \\ \\ o �`�t �_ _ \ (D INV IN� _ 1-qu h lw q � I ti 494 \ r T�_ ^ ` ry INV OUI = rr \ \ y� = >r EF` �J j j — ! 492 pr7 owl !ill lam\\\ o 1 \/ 1 9 ► _ x-86 _ _ \ � � / l3 / \ ( \� 1 I \ \ `� w� ✓" _ - - - y" _ - i f / I . ! \ \ \ Dig ��a , — ____488 J � � \ \ � / / I \ � ,'I � \\\�` _ _ � � 1 40 J / \ it ` �. s/ / \ / % ((/ / i \. (-"- 462 �r 5ft ` l \\` _ AIM -' / / / > �� , (I \/'. t - ..� 1'1 460 \ I "�° �\ _ - __ --- -- -•- __ _ -_ _._ __._ - fir- _ .. /'� `` . .. J,>j � .,-' � �!' '.f_-/ l /�` l ,�', hit-.._• ``\ \.,� q Y 1 / 480 \ ..�y qy \ �, `► SCS SOIL_ _t5 MAP UNIT ,� ; ,' ''� �.�� / r..�'/'; "�/ - -- -�_�' -� ��-�`- ° \ \ y \,.• `'^`'"..d`. 1 \ "* \ l 44, T ! I ._ _,. / f "� ."f '% r r' - �` / �. _.', /3_ JGt-(1..� P`. INV OUT=11-45.72 voo 1 — _ ------ h'L" -T\n I \ �- _ a c� \ \ f •S _ ` _ RCP STOR�� SEWER Co I \ \ \ ;r{ ' \ \ , �� \ 4v. o _ —. — — • `e i _ FIR \ \ ix J \ � \�\� �'" '_'_.--.. � /� •�"�-`""^ � `' -----_ _ J s____ — ____ __ __ .- - - - \�J��j "- XISTING INLET 151 OPY5!.32fTHROAT NV~45' ",j- — --EXISTING INV IN=4' $6.02 •� �\� U"Tii IT'( G � �,� \ .j ```y`--�� _ __ l..>I�1J• `",-w�.. -------_.__ . .. �'_ _.. — -. ._. _._ __-_ _J _ ,.... \ '\� �1 INV OIJT-$ 5.r32 A\ POLE ` 462_7 62 ..�� 1 1 70' LONG >B �' "12 n _ �`2 ,- e q 1 DE CONS CONSTRUCTION \ 1 } EJTRA It\1 CE V� 0 ``�.cp 1 } li !\ I VDOT N O . 1 ST0 I'J IL r f_1i lEEXIS_TI rIc; UTILITY Pt LE EXISTING EXISTING`OVrr�l-IEAD U-i1L.ITY _._ a- __ _ r > r / / / ( ! q + EXISTING \) cP� \ \cirLif ti ,w v. - lnryn I l / l l ! \ 1 r UTILITY Y \ POLE Y " nv cCJUE Or f ry . � � 1 POLE A L— I M I T S a CLEAR GRUB--/ � r.YY.r..ry Y .n— .. �u�_ _w_�s__� ,,_�_t __�� ---- T !I \� Y �,,---_ .REE LINE q 1 PROPERTY LINE. SHOWN TO'N TS'� ��,. � OFF PROPERTY LINE FOR °� CI_ARTTY ONLY PROVIDE TOP SOIL 8c -�>—MPS !� J R R �' ' J COSR i o n q SEED ON DIVERSION DIKEt q q IMMEDIATELY UPON INSTALLATION q q (TYP ALL DYES) Z O 0— c� tl I LLJ D O z w 0 JOB No. i 7-0182 SCALE 1 " = 30' DATE 10/23/20.17 REVISION DATES: SHEET No. C.020 PLOT DATE: 01 f 29/`18 u �t r i 4 t a n o a W a 0 v Z Lij 4.1 cn c' 0 N .4 of 4 JOB No. i 7-0182 SCALE 1 " = 30' DATE 10/23/20.17 REVISION DATES: SHEET No. C.020 PLOT DATE: 01 f 29/`18 �t r i t a JOB No. i 7-0182 SCALE 1 " = 30' DATE 10/23/20.17 REVISION DATES: SHEET No. C.020 PLOT DATE: 01 f 29/`18 �t i t JOB No. i 7-0182 SCALE 1 " = 30' DATE 10/23/20.17 REVISION DATES: SHEET No. C.020 PLOT DATE: 01 f 29/`18 . \ \ � . I ,�, I \11 "� 9 �1 � 9 " 1_11� / I I., - - 7-:? , �::::� � 1, if � I I �� ( - ,/ \1\1\'� I� I , 1��_, /-i,, ll '11'_1 �1\ lq \ 1�__ SOUTHERN RiD(,--)E DRIVE / qD i'If 11 - / 'L,, ,� 1�' 17 ,--�� EX,ISTING 12 cmP � , ,� � ", \1 ,A� LVEfff , I �11 , 'r E I , I / III M INV IN = 519-99 Spl,r-f . � a, ,//'�_--- --- - `�, INV OUT = 5-I&57 .-C.-) LIMIT -- I �i / f, _� ____ � - Sj(>111' 30 MPH 7�n___ , li� - 1� I I 1r___-_ -1 ,� ,�,A__ --) ,1 I vl_r_y,_,-11��,�, �, ,,-, 1, , ,��__ _',�,', ) \ \ � , , IIA I - , __ � ' \ I � il �, , - . \ - ----/I I( I I I "I I � � / I- -/' 0 - \ / I 0 � ,,�-, . \ \ � I),- " �, -, C) I - I I � c I � Ii,10 PARKING- - I r\ \ 11 �i I � /11-`\\ 1- I SIGN , -1, � - '�Z�-_,� - I 11 ,-f - I �� , ___ ,) 11-0 I - 7�( \ � :9 I I pl� /I I cl ) I � / I -t p) , 1-i IZ5 1 10 rfl, . / 11) I I , "" I , , I I r3l I ll EXISTING 18 11 I I __� I � 0 , _' - , , 2, 1, " RCP STORM Rill � nu v, SEWER I(, /I - � INV IN=517�16 III J __ " -",',/I I I -, ___pI I IF - - �1 � " � J.11� I , �� I I ) � " __ � u � . i�l 11 elll� I / � 11.),\ "I � I ill I �1_ I / 11 � liI I > � ___ / / �j I 11111 11 ",:�_ �_", I N T - I 11ll I 11 I - - j&F -- - ,, -,!J,-'( 11111 --�O I I - ) I 111 I C_ I 1� ) I - 1:l -1 I , I- I )\ ; - ,j) 70 LO 1 A I (� I � , )___ j I a -I ev I I I llfl I (30 � I , WIDE CONSTRUCTION � lilill -,j (__J,i I 111111 ,�,,, "' I / 6" � � I � � I 1 1 - I,- I'- I I ,I- z 0 / /I� ,,j VDOT NO. I SJONE ---,, � I 0 I t 111111 I I I' -kz,, �, N � III 1 71 _6\ 1 1 .� 1 31% ZI: \ I, I I r5 � I \ I I I I I ,, 1, " , \_ --- 1111 I U 'I '__1 . `�_')' - , -___ _ '__ - __ - - - �_ ____ - - 1 III I I � � -_ -_ __ 51 9 - I I " 1, 1, ;k - __ I __ __ - � I'll I i (" \ - __ .- __ __ ___ __ - - - T__ - __ - ___ - ____ - 5'1 6 - -- '. r11 �___ __ - - - - -.-- __ __ - - __ __ - - - __ - - - ____ � - ,,, - --- -- - - . � A z - - -,--, - , I I I �/,' � ,--,, - - � ------- __ '-, __ - , EXISTING DI -3--I1, k11___ _ I ,W�_r -,,,, - � ��.\ �__ - - �__ -_ __t _� 5 14 CURB INLET I t I I-ri �� , 0 \,� -_ __,_ �_ __1 -, - - I1, I __ ,--.---/ - N � / / -I,-"-,- ____ - �) -k ,-) - - I \1 _- 111� - I i ,-�, I 0 GRUB � I -- I ,,,, __ -� ��, _-, _______,li Ij :t - .. ---"- � ... __ ) - /I [11111 � , LUftS OF CLEAR &_ _,J�,._�� - .�f �_, 510 - - , I/ I I � j ,, iijim ... ! - 7 7 -a 7m_ w`� -,- '' ' '' � ...... "I'", .......... .. . . _�J,__- -_ -_ I 11 � !I,,) � I I I , rm"i'l, ��,, 1-1- �, , .. �'l e,V_2 � - -�- - I . _ ___ __ 1, N - --- .508 - -,,, - 'H, T, , " , � � -,_,��'..� , I 0, ��77 q . , ,, _: � _,11 I - I - l�\ , F__ - - . -:7�L_ !��, ��'� - � ,_____ �,��111 ��_ � i, -i C> , 11 .- ", , " � , �-� � - - - _t" il / , , 9 �n2,,r�z�__� _�� - � - , --,,�=��__________� -- T4 - 0 Ls __ �______� -1 r�l - , --- \ EXISTING EK -3 , )) I - J, ,I I , I -_ 11�p - � I ii \ CURE3,ALET L- , I ,, . , 1� �3 --- _' " lo/_ - I/ " i" __� - I ( � __ 1� - / 1 I f - I - \� ,_I, I I I 1� ,� � � �)�� , k, - - , (2-0--_ 8,Es--- -----I-- �Z:l - _11/L WES __1 - i , � A -_ ,-, - I v F77- ---a _� ------- �_�� ___ 11 -, -/. ""-- , 1411 . . . . . . . . . . �,.__l [1- ,>-- V\ ---- ,- --ill-, "_/�/ 1, - _____ 11 fl,----,� ii ___ , ____�, . 11, -1 ik � --- -__r-�, ,_-!,:� _- I , " -----:,) __� ��.% ... " " " - " - :=:_�L:=Ez�, __1 , -\ �, 1p I __ / R S) T.;:�__ V�A, " �\ ..... I / C " - "I'll, 11 1�_ : / I I _. " -, -2N_J�� ----�'�_ ia�z� '� '�,, ,'9, __ r � �' - , . � z, - ��-� , , " � A COTTAGE - __ - - � ,,� � , Ill ___ , (----,/ I v " , \ ,� � ill ,"I ,� ,- - -- ____._ ��) 1;i, 'j, \ nof=PKI WP\y I !�__�_ _,� _ "I �,� I � I - _ 1 .- � �jx ESC SEQUENCE OF CONSTRUCTION - PHASE 11 _ . ....... 11. UPON THE COMPLETION OF ALL OF THE PERIMETER CONTROLS SHOWN ON THE PHASE I PLAN, MASS GRADING ACTIVITIES CAN BEGIN. ALL PERMITER CONTROLS TO REMAIN IN PLACE UNLESS OTHERWISE DIRECTED BY THE COUNTY INSPECTOR. 2. STRIP TOP SOIL ONLY IN THOSE AREAS WHERE ACTIVE GRADING IS READY TO COMMENCE. 3. ONCE THE MASS GRADING NEARS COMPLETION THE CONTRACTOR SHALL STRIVE TO CONSTRUCT THE STORM SEWER SYSTEM. 4, CONSTRUCT WATER AND SANITARY SEWER AND ALL OTHER UTILITIES AND UNDERGROUND CONDUIT, AS CONDITIONS PERMIT AND ALL ON-SITE RETAINING WALLS. 5. ONCE ANY PARKING LOT SECTION IS AT SUBGRADE ELEVATION AND UTILITIES HAVE BEEN INSTALLED PROVIDE THE CTI GEOTEXTILE AND 4 -INCHES OF THE AGGREGATE BASE MATERIAL. THIS IS CONSTRU I ON ROAD STABILIZATION FOR THIS PROJECT. 6. THE CONTRACTOR SHALL STRIVE TO SEED ALL AREAS WHERE FINAL GRADES HAVE BEEN ACHIEVED AND UTILITIES ARE COMPLETE. 7. UPON FINAL LANDSCAPING REMOVE ALL REMAINING 'EROSION CONTROL ITEMS WITHIN .30 DAYS WITH APPROVAL FROM 'THE COUNTY INSPECTOR. i I � i I , � �_ , � �, i i , � "I � _ ; I " At�,Zmw*] � � - - -_ SYMBOLS vm_mm U TRANCE - VESCH 3.02 1-1-1 30 , (�-) TOPSOILING - VL\__)CH 3.1-1.," e5 PERMANENT SEEDING - VESCH 3.32 (�_� MULCHING - VESCH 3.35 AD STABILIZATION -- VESCH 3.03 0--/,- STORM DRAIN INLET PROTECTION -- VESCH 3.07 @ STORMWATER CONVEYANCE CHANNEL - VESCH 3.17 (�) SURFACE ROUGHENING - VESCH 3.29 8 RIP -RAP - VESCH 3.119 -7.18 (�,_) OUTLET PROTECTION - VESCH 3 EI-) T CH 3.39 (9 SOIL STABILIZATION BLANKETS & MATTING - VESCH 3.36 ` m I I � I I m LIMITS OF CLEARING & GRADING NOTES: 1 . LIMITS OF CONSTRUCTION WILL FOLLOW THE PROPERTY LINE OF THE DEVELOPMENT OR THE LINE SHOWN INSIDE THE PROPERTY LINE. r- c- 2. FOR A DESCRIPTION OF SITE SOILS REFER TO SHEET C.020 AND GEOTECHNICAL REPORT. 3. THEE PROJECT SUPERINTENDENT IS RESPONSIBLE FOR INSTALLATION & MAINTENANCE OF ALL E&S MEASURES. ALL E&S CONTROLS WILL BE INSPECTED DAILY BY THE SUPERINTENDENT. AINTENANCE REFER TO THE NARRATIVE. 4, THE COUNTY EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL E&S MEASURES DEPENDING ON SITE CONDITIONS. 5. TEMPORARY E&S CONTROLS ARE NOT TO BE REMOVED WITHOUT THE PERMISSION OF THE COUNTY E&_S ADMINISTRATOR. (� 7 . 6. THIS IS A BALANCED SITE IN REGARD. 10 THE TOTAL EARTHWORK REQUIRED. NO OFFSITE GRADING EITHER EXPORT OR IMPORT IS REQUIRED. 11� '/ - . 1�111 . w__ I \ ___ - 1 - I � ____ I, 11 r_-, x ��e -�,%\ � 1�ojl \ - I . - T -/ (r= zz, ,�, - ,� 11 - 11 ',�, I r, �- . TA. . � , I- 1- __1 '\N ��l ... \ � /, � \\,\ __� , I ` , ,�_ (R -r. 879) ,�� - -1 - _". 1-1 I _� � �_W__ , I � __ __��__ -.0 tN ,Iy�_11� 1� 1_� 11 \ � � ,,, cp, j I , � �, , / I � �\ i ___ , I ,�, �1, _ 101 4, --- \ i� 11 - I , k ,, I / " �"- _. , "' - "I " .---- 8-6v- � r7,_��<, / " - r:- - I � , I _� 1-1 \ --t--� /, 5\ \ � // 1 " �, --- ,( Ip ) - I -P o 7__ - 11 �� -_ , I , �,, � ___� 11 , \ I ,,, I'll ,_-_ �_i_ � I,,-- � __ __ 11 _._=IL�� - �, \ 'T ____ __ _Z��X 'N\\ -, " / _11c�_ F � \,--- _v�A , _'� I � __ " 1, I , - , - ��y , \,� . - �'�, I "N 11 k - - W�, -I ___ � - h , , - f"__)_) B , , - \1 - I w) I 7, , ,��_ -11 1A � 'i: - 11 -- �� -11 I 1'. _i�_i�� % -F5T)_"`_'_ _' � [\-. __EXTSTt(�C Dt:;�j _�, I 1-1 __ . . . . . . . . . . . �� ... � , - --- - , jl� - . - .->- ,_,J_L�Y ��'11 - I iv �� I .1 - 11 1, � � , -/' , , "i - I . 11 \\ , , / I j - I �', ,-- - , � -_ I X - , , ).1 - � __�2j \ , , , , , , , ,� CURB INLET .1� I ,�, / ... 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"!� .. , -Li- __ _:z_,, � � - � , "I 11 ,1Z 11 - I., llt��_ L� 7 \ \ �, ,_ ,_ 11 I - ''I _11�__ __ _1 I __ I—, ,� � ., �_ - 1�__. , r . / - / .__ � ___ I - __ � L_tst_�_ - " \ \ Ij � � � - . - I— i�,___.�11_ - �� , , '- " � , , , . \ I I ` - ,,�, 1-�Zzl�-%'_, , \ '�_, I 7 ��) \ . 11 " � I - 1�1 \ \ \, , , Is \ \ \ ' 71 7� ao LIMITS OF CLEAR & GRUB -`- \ 1�� Ccb PROPERTY LINE. SHOWN c� OFF PROPERTY LINE FOR CLARITY ONLY __ - __ - __ ��_i_� .��_, �__:_ -- w". , - I,- __,_ 11 I-- __ _ \_ __ I --,, � II __ ___ - , - ,.� I— I ._,I-- �, 'I __�_ � � ___ __ __ - __ __ __ . ,. 468 �- -z��--�4-_- i __ _ -=_.- �1 �� ___ � __�__,_ - \ _ -__ - - ___ __ - \ -, � �1_1 - " . � �:�� __ -, - -, � , - II 11�1 I'l- I'll.. _��_ - __ __ -, -1-- 4 6�2 ,_, \ ,�, t, � .1 - - _11� I--,' - � � ____ - __ __ __ _4r&� '�\ 0_� )I .... � �� __ _ _� ___ __ ___ - ___ -, - � -1- , �� ONO � � - ____11 - - ____ \ �, \ \ ��,�, - _', ____ - __ 4,66 __�� ____1 a � � 'I . a � I so" � "�, 'I',-, ---- 1;;,o __ 46a _-, � 11, ') \ � � Ii I ---_- "'\, \� -I-- __ - ___ - - - - - - - - --- __ - _,__ _ 1,, � � I I I\ � I 1'\ 1>, - ) - - " _ ___ _____ �_ - _ ___ " -1 __14 -, , �� -ti-____�___-_17,____3F_�� __ _/ I ) I I � � � - _� P LE -----1 --, --' ____��ITIN� TI�Ry I -I- ,f- z 7--------T- ___ ___ -��_- -____i_ LI 1\1 E ------' E <,t,�? -�_j �lt 1;�, \\ - '_!�t__'[ __'�___:7--, E'XISTI I 'i',J G -�� OVE:RI-IE -r-,, UTILITY -------- _____ � - j___ \ EXISTING - - - - - - ___ T � �1 EXISTING UTILITY \ UTILITY �� - - - - _ - _____ -_ __. ) ) / / / / / / /I /I ,I 1\ \ '�'�) POLE' \ POLE � ___ ____ I \ , , � \ ( \ __7 :--A G � 7 Nl / Ii \ 'i -n 0 _t% �- � � S H 'I---- ET No. � cp _�, \\\ TO PS 'm`U _i�l �, -/0 1:� - r \ Q -/ � �, - j- �) 6 -, -fg- --/cr! ,._, � �:-j C�) � i 1) -, _,� _",_� � -0-1 b3 � (:_/1'1�1;1 --A C- 100"%, dm% r-% -----PLANT ALL SLOPES STEEPER THAN 3:1 WITH LOW CO ��a � 5-4 / I � 1L_.j/ 7M MAINTENANCE (NOT GRASS) GROUND COVER. � 0 0 � �� , u21 � , -;�-) Il )I 0 � � � PLOT DNFE: 01/29/18 1992 395 1992 105 1992 3012 STONE CONS"T.R, UCTION ENTRANC-h" 7W MIN. i Exv FRIQ OUNTABLE DERR FILAR CLOTH-' M I $I. A (UPTIONAL.) SIDE ELEVATION 75 MIN. WASHPACK UP t 10, HIM: 12, MIR N/091' PUSITWE ORMW COURSE AGORLWE U DIMENT MAPPM0 MWE MOT EUMD FULL 11041 OF MCK55 AND EGMSS PLAN VIEW 3" WIL L. FIL GR C SECTION it A 7--r t. 'k f, � 1 x REINFORICED Ca NCR TE DRAU-.1 SPACE SE CT I N Ej EB Sovcw Adapted {'root 1983 3d;lry1jogi St- ! 1—d tr S3 L(LI - -S -Q —iI (2=191, and vet. DSNv(C 1H - 9 3.08 1992 SH UL VE R T INLE T (51 tin/ FIR 0 TE CTI ON h----------------------- 'F FILL CIA-VERr 10E 0 --------------- ti ME QF FfLI. DiSFAI-ICE I" NUMMUM IF FLOW 01010101L S570AT COAlBlIN/A TION' FWW ra VDQr J3, OR #5 COAX /,GCR-'-rATE TO "ILT FL-, Ci. iti , i0R5F.S1v)L- - wiEtf HIQH VELCIC11Y oF FLOW 15 EXPECTED Source: Adapted frons VD( -)'r Standard. Sheets arld Va. DS WC III - 49 1992 flate 3=1 (--,'0iW'-)-7.RUC770jV 0-1i' A S711T FIAAlclll 7 Y-( POR, SUPPOR"I) 1. ';ET P-01S!S AND EXCAVATE A "'X-"' 2. STAPLE 'I'4 -RE FENCING TO I`Hc POSTS- MESICH UPSL OPE ALONG FHE 13piv- tar POSIA. It PUT V -TII-E r 4 7— it J -ice 3 ARFACH THE FILI`ER FABRIC 10 IHC INIRE I BXKML m cmwKr mL EX CA11MED 5OIL FEINCE AND EXFEND If INTME E IRFKCH, E — -- — 7:��,C,, �=, At,--f- 1 '� X- EXTENSIOD-1 OF FABRIC A�'-,'D 'I'dRE !Mita!MitaFHE IREW. DOI 11 FILIAR EABRC I ---- N! a Source: Adapted from.1nstallation of Straw nd Fabric_Ltt Sherwood and Wyant 111 -24 1,992 IPOT-ULRY SLOPE' DRA-I'Al EARTHEN DIKE PROVIDE 11.11LET (C OM I',\ 10 I'ED) 1111MIFEC11ION COMMIGVED ME -1011 EXTENSIONCOLLAR A WA*I*i1�I1RO0I' SEAL— -xW + qvi-gip-I �! $21 (�fyi""zi U OU1111 ET i* I(l1tlli" PROT z -1� FCTION' :iTAINDARD FLARED ENI) -svcTIoN !-1!J 01j], flfll JI4IA, SECUON NEW NOTE: SEDIMENT MAY BE' CONTROLLED AT OUTLET IF UPLAND PONDING WL CHATE PNMI11,13 EAPTHEN DIKE (CO -M PACTED) D L RE I it=llll=11�� III El Ed - 171 SECTIOiN A - A Source: Ala. I)S%V(C GRA 11T.1, AND DINT) JAILA"T S'1'�i,L)[A4-Lf'N7' F11, TLV`? RUNOFF 'NATER WH`H SEDIMENT 2"t liffu SEDIMEN f S1 -'EC U,'IC APPLICATION GRAVEL '(12"MIN. LIEPM) 307 4 WIRE FILTERED WATER THIS METHOD OF IINLE'11' PRQTECTtOi'4 IS APP LACAB, LE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WI-1-1ERE PONDING AI OUKD THE STRUCTURE NUGHT CAUSE' EXCES31VE !NCO NVEN IENC El OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL HE VDOT #1 6`357 OR #5 COARSE AGGREGATE. Source.: Va. DSNVCC R�Huw � PRate 3.07-2 fit - 120 1992 Plate 30V 1 3A5 GRAVL11 CUR'.8 /1VL.h,-7 -N 7 ORMEL FILIER C� '.'FIRE MEW RUNOFF INATER LfERED WAIER -C . ...... 2U't lIIT FTIA IE, & Ul IF IM11 IT -4 011 - 5==- I 11110? f�, F � r 121 GMI3 TIEF 3PEMFIC APPLICATtOIN THIS MIT111101) OF ENLE"r PROTE'C"11ON IS APPLICABLE AT CURB INLETS WHERE PONDING IN FROINT OF THE STRUCTURE IS NOT LIIKLLY TO CAUSE INCONVENIENCE OF DAMAGE TO A.DJti: ENT S3TRUCTURES MID UNPROTIECTED ARMS. GRAVEL SHALL BE VVOT /,13, #3-37 OR -5 COARSE AGGR�,GATr,. 1992 CONSTRUC-PION OF A SILT AST lvil',Iv SUT-'PoTo) L SET THE STAKES. 2. EXCAVATE A 4"X It" 'I'REINTCH UPSLOPE ALCNG TI -JE LHIE OF STAKE,3- Al ft' NEW 11" 3. STAPLE' FILIPER I%IATERIAL 4 B&CXFILL AND Cf)�MPACT TO STA rES NIL) EXCE,14D TI IL: EXCAVATED SOIL. IT INTO THE TRIENCH- C-- FLOW I!, 2-41-_, 3 FI E ET PLO,`i INSTALLA110N PERSPECTIVE NEW) 0 r A - A F SAW ITS A -IQ' -`E HIGHER THAN POINT 13. S1 JLD L DRAINAGEWAY It (FRONIT ELEVATION) 1 X16 Source: Adapted from 1psLallation Fabric F,*iltt--r jt'AaLle—ra -1) edinlent CA)WO t, Sherwood and Wyant III - 25 118 PI -P11-111 0 U71111-1 IT, PaD; owi'LE'r To y i1ji2A WITH 140 DEFENEWD PLAN' VIEW L t`CrL Te 5 T 2-A-1 -W- F7 1- I SECTION A -A F1 CTE 1 CLOTH KEY IN RECOMMENDED FOR ENMRE PERNETER A 1""1, r, 3d (NIINI') A f -------- =7t, ------------- *T TO W E PIPE OUTLE LL DE CHA, PLAN NEW 0 4 I 5 ATe" Vt -- CON A -A I. �-SET FHJER MOM KEY IN WW: RE -OM M EN EV FoI -PINNRE p F 4 NOTE& 1. APRON L111INU MAY BE HIPRAP. GROUTED ItIPRAII, GABION 1. UAISK-fr, 0111. CONCRETE. 14 0 UNE' LENGTH OF THE RIPRAP APRON A3 CALCULATED USING IIL-VrO 3.18-3 AND 2. 18-'t. 3 d = 1,5 TIMES THE MAXIMUM STOINE DIAMETER, BUT NOT LOS UUN 6 UniES. Source: Va. DSWC Source: Va. DSWC 3.07 Plate 3.07-6 111 - 157 Plate 315-2 1992 ROCK C-ffF-,'C`.K D-44,1111 2 ACRES OR LESS OF DRAINAGE AREA: 001 51,.1 IIIIILTEIP CLOTH (OPTYNIAL)rr (DOWNSTIREAM VIEW) `DOT #1 COARSE AC GiVils FLOW I I I - ................ 2-10 ACRES OF DRAINAGE AREA: AAW fi F11:1,111 CLOTH I (DOWNSTREM4 VIEW VVOT fI 320 Source: Va. DSWC' flute 3211 III - 07 t992 329 11' 'ETPING CUT SLOPES ST OEBRIS FROM SLO rOVE IS CA,1t(3HT "Y 7 - FTI L N T[IfL- L ;=:,it IMF Source: Va. DSWC 'h"AfER, SOIL AM FERNILIZER ARE HELD BY STEPS - PLANTS -11 F CAN BECOME ESTABU SHED Off THE STEPS. Plate 3.29-1 G OOVT-.,VG S1013JES Mn 0/ 1 II Rix Ed I I? -=I I iE-1 I 14P - F), CLI-ITING FURPOYis 1: N FOUR OF A SLOPE. ALONG [HE C 'O IRREGUILARITIES IN THE SOIL SURFACE CATCH RAINW'ATER AN PROVIDE SOME COVEPAGE OF LIMIE, FERTILIZER AND SEED, flate 3.18-1 Source: Va, DSWC N -Tv S 111 277 Plate 3.29-2 1992 32t CROSS SECTION -[OR OR Ek-'Eu� OR EOTINMENr 51-AFLEQ IN PLACE vAR1*LE BURIED 7' WtL — 'JURiE. U HIM T i 2:1 0 R F!-A�rrt:R LEVEL SPREADER WITH VEGETATED LIP CROSS SECTION VOW J.5, J357, .45 "545 OR V7 COARSE ACGREGArE IN (MIN, 7') ------ J11WAHIZEL) WRE IA �KEr 3ECURE WIRE MESH TO TIMBER -SH BAj FkMR CMH 6X6 TRWED TWOER W -�Ecljt-!E MRE R.) GRO T;MUER 'T t= I WITH WME SPPLES QD - 45 RfrbAR 10 It= =1 1i1= I iMIi TAF:-- y 1 F -F1 I'* ff U000c, 2: 1 tf�)k SOL FlAt fER 3. LEVEL SPREADER WITH RIGID LIP I, MIN. PHYSICAL RMUIREMENM OF RMR MOM NIXED 1P1 STD. SPEC. 119, RIPRAP L Source: Afa- L)S\VCC and NI.C. Lros'LQ I aRy S enchli minen t -- and- Ow0n Mwwaf Plate 3?02 1,11 - 195 OF THE SLOFE 15 ALL;OWED TO REMAIN LOOSE SO THAT THE EACH LWT OF THE FILL IS COMPACTED, BUT 'THE CUTER FACE ROCKV CMU3, EfQ REACH THE NATURAL AHGLE OF REP05E. FILL SLOPE TR-EATAYIMT Source: \/a. 104% Plate 319-3 1 DOZER TREADS CREATE GROOVES PERPENDICULAR TO THE SLOP6 TPA GKING source: _v &ctlig: �111 �joiLI.7,-O-qic)Ll and SedlqielltaljollsLlj�le 111 - 278 Albemarle County Design Standards Mantlal — Engineering MA, r -T" SM -2A ASAVY TOP PAVEMENT MiN. PROARLE M• N. - AS' PI W -T PMED WASHRACK D MIJC 7klclls, �e, mvogw 1 2' 2 1 PAVEMENTj 12' NLNA 12% �,-AHST EX1101,"D r!_ LL v,,ID-11-11 L 0,�, T.") `-EDWEINT OF INGRESS AMD EGRESS f-DPERXII0,N FT-AAN I —12, DHAINA(3L TG S-71INAENT �ILT m, I,-, SECTION A -A A tWikinwn writer tap of I hwh tmmt be hwhunt "vith ,I aiA-11111111 I kwil 6akock elxtefiIY;, PAVED WASH RACK N`D SiCALE t i Page 8 of 23 Plate 3.204 A Ile 00 'A, C0 01 -�o o 0 CL Qf C) Uv) L A —0182 JOB No. 17 SCALE NTS DATE 10/23/2017 REVISION DATES: SHEET No. —Pl-& 7) 6' ( 1, -1 1AvWftL. AV NUA' 2 2 U z CIL' 'n Ld Cc.) 0 7' 4 �i z 04 74 > 2 Pell > —0182 JOB No. 17 SCALE NTS DATE 10/23/2017 REVISION DATES: SHEET No. —Pl-& 7) 6' ( 1, -1 1AvWftL. AV NUA' 2 2 111111111 i 1_11 111111M 11:11". M-MI10111112 All waste materials will be collected and stored in a metal container provided by the contractor. All trash and construction debris from the site will be deposited into the appropriate containers. No construction materials will be buried onsite. All personnel will be instructed regarding the correct procedure for waste disposal. Good housekeeping and spill control practices will be followed during construction to minimize storm water contamination from petroleum products, sanitary waste facilities, and other construction materials. Good housekeeping practices for each drainage area are listed below. To prevent storm water contamination from this project, the following BMPs will be implemented: 1. Spill containment berms will be placed around all temporary sanitary waste facilities and refueling areas unless refueling tanks are double walled. 2. All vehicles on site will be monitored for leaks and receive regular preventative maintenance to reduce the chance of leakage. 3. Spill Ikits will be made available with refueling sources and maintenance activities. Any operator vilift discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CFR Part 110, 40 CFR Part 117, 40 CIFR Part 302, or 62.1-44.34:19 of the Code of Virginia that occurs during a 24- hour period into or upon surface waters or who discharges or causes or allows a discharge that may reasonably be expected to enter surface waters, shall notify the Department of Environmental Quality of the discharge immediately upon discovery of the discharge, but in no case later than within 24 hours after said discovery. A written report of the unauthorized discharge shall be Submitted to the department and the VSMP authority within five days of discovery of the discharge. The written report shall contain: 1. A description of the nature and location of the discharge; 2. The cause of the discharge; 3. The date on which the discharge occurred; 4. The length of time that the discharge continued; 5. The volume of the discharge; 6. It the discharge is continuing, how long it is expected to continue; 7. If the discharge is continuing, what the expected total volume of discharge will be; and 8. Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharges not authorized by the general permit. Employee Training An employee -training program will be developed and implemented to educate employees about the requirements of the SWPPR This education program will include background on the components and the goals of the SWPPP and hands on training in erosion controls, spill prevention and response, good housekeeping, proper material handling, disposal and control of waste, equipment fueling, and proper storage, washing, and inspection procedures. Allowable Non-Stormwater Discharcies The following non-stormwater discharges from active construction sites are authorized I I RON! I IN Ii 010 1 cornpliance with Section 11 D 5 (Non-Stormwater discharges): Discharges from fire fighting activities: Fire hydrant flushing; Waters used to wash vehicles where detergents are not used; Water to control dust; Potable water sources, including uncontaminated waterline flushings; Routine external building wash down which does not use detergents; Pavement wastewaters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled materials has been removed) and where detergents are not used; Uncontaminated air conditioning or compressor condensate; Uncontaminated ground water or spring water; Foundation or footing drains where flows are not contaminated with process materials such as solvents; Uncontaminated excavation dewatering, and landscape irrigation. I JOB No. 17-0182 SCALE 1" = 40' i SHEET No. C.023 PLOT DATE: 01/29/18 < OM U :Z 0 Cr 00 F— > 00 @) Cr W :D 0 0 W _J W Lij Lei W cf) M CD _J < Lj JOB No. 17-0182 SCALE 1" = 40' i SHEET No. C.023 PLOT DATE: 01/29/18 < UJ :Z 0 Cr F— 00 Cr W :D 0 0 W _J W 0 W cf) M _J < JOB No. 17-0182 SCALE 1" = 40' i SHEET No. C.023 PLOT DATE: 01/29/18 Virginia Runoff Reduction Method Worksheet Drainage AreajMma_ry D.A. A D.A. B Allowable Release Rate from the Enerav Balance Eauation A. D Flooding Total Forest/Open (acres) 0.00 0.00 STORMWATER MANAGEMENT CALCULATIONS Hydrographs 5, 6, and 7 calculate the pre -development runoff quantities for the !-year, DESIGN NARRATIVE Hydrographs 15 and -16 represent the off-site runoff for thel 0 -year and 100 -year, 24 Managed Turf (acres) 2 -year, and 10 -year, 24 hour rainfall events. The results are as follows: . hour storm events. Hydrographs 17 and 18 combine hydrographs 15 and 10 and 16 drainage Area 0.00 pro tion Descri tit & Justification jec �Locat�r and 111 to establish the total 10 -year and 100 -year runoff directed to the stormwater 2.75 I year = 4.85 cfs = qlo,e The subject property is located between the south side of Country Green Road and the facility. Hydrographs 19 and 20 routes the total 10 -year and 100 -year events through the basin determining the basin size and outfall structures are adequately sized to Total on-site area to detention basin = 5.76 acres 2year = 7.41 cfs = q2p,, I Oyear = -16.72 cfs = Ch Opre north side of Mountainwood Road. Access to the property is via Country Green Road control the flooding hydrographs within the basin and that all down stream drainage 0.00 x3,00 and Mountainwood Road. The total acreage of the project is 5.756 acres. The property components are adequate to pass the flooding events. Precipitation Data for 24-hour Storms The pre -developed RV or Q in inches can be Computed as follows: is bound by a planned residential development to the west side and a vacant residential 0.00 0.00 1 2.75 0.00 property on the east side. Quality 1 year = 3.05 inches 2year = 3.69 inches 0 = (P - 0.2S)' (P + 0.8S) Theproposed site development consists of 96 apartment units contained within four buildings. The developed site also includes a community building, along with all of the Offsite nutrient credits will be purchased to satisfy the 5.11 Pounds of phosphorus per 1 Oyr = 5.58 inches 1 00year = 9.16 inches Where Q runoff depth in inches associated parking and utilities. To facilitate the project, Albemarle County issued a year that must be removed from the development. 25 P =rainfall depth in 'Inches or 3.05" for 1 yr, 3.69" for 2yr & 5.58" for 1 Oyr zoning certification for 96 units on September 26, 2017. Adequate DownstreagLSystem Soil Uydrologic Group S = potential maximum retention after runoff begins in inches TP Load (Ib/yr) 7.47 4.8 6 ON = curve number Natural Resources and existing Conditions Runoff from this project is directed to an existing 42 -inch storm sewer system under Soils are in the C hydrologic group ------ Development of the site has been contemplated for a number of years. The site has Mountainwood Road. This existing storm sewer and the existing ditch it discharges into Exisffn Runoff Co(efficients Where S = I OOO/CN - 10 or 1000/72 - 10 = 3.89 been disturbed by grading operations in the past as evidenced by existing manmade are both adequate. 726 Thus: earthen berms arid the age of some of the trees. The ground cover consists of dense Soils 7.76 acres woods & grass combo @ CN=72 ------ trees, thick underbrush, and grass. The Albemarle County Service Authority has a 7 I SCS Runolf Qlp,, = (3.05 - (0.2 x 3.89))2 / (3.05 + (0.8 x 3.89)) 0.84 Similarly sewer main running through the property and water mains in both Country Greer) Road and Mountainwood Road. Power lines are also located on the property. The general project soils are defined under separate cover within the attached Proposed Runoff Coefficients Q2p,e = 125 ---- Stormwater Pollution Prevention Plan ands pecifically within the project geotechnical ------ 1 Opr. = 2.6.5 No karst or wetland features are located on the property. In addition no known rare, or endangered species have been located on the property or downstream of report. 0.53 acres forest/open space 9 CN=70 2.48 acres in managed turf @) tN4threatened From the results from the State RRM spreadsheet the RV or Q in inches is given as the property. 31,958 2.75 acres roof top & pavemenCy) CN=98 ---- ------ ----- 5.76 acre total Qlp,,,, = Stormwater Planagement`'comp 13.9 = 85 Q2p.si = 2-18 Quantity Time of Concentration Qlop,,,t = 3-91 The purpose of the following stormwater calculation is to document the proposed 2yr Post Existing Conditions The energy balance equation which determines the allowable release rate can be solved as follows: stormwater management system will reduce the post developed runoff from the on-site 6 720 76,600 generated 1 -year, 2 -year, and 10 -year, 24 hour storm events below the release rate established by the Virginia Energy Balance Equation. A stormwater detention basin ---- 65 LF sheet flow over woods & grass at C=0.20 w/ 4.62% slope, TC=1 3.25 min 1180 LF ditch flow w/ H=63.15', TC=6.0 min qlp.t = (0.80 x (q,p,.,x 14.85 x 0.84)) / 1.63 = 2.00 cfs Qlpre)) / 01post = \ (0.80 x k was chosen as the BMP to act as the stormwater quantity control device. 11 SIS Punch q2p.st = (0.30 x (q2p, e X 02prp)) / 02post = (0.8'0 x (7.41 x 1.2:x)) / 2.18 = 2.18 cfs 6 720 Total TC = 13.25+ 6.0 = 19.25 min (use '19.0 min) qlopost = (0.80 x (qj0pre x Q'Opre)) / Qlop,,,t = (0.80 x (16.72 x 2.65)) / 3.91 = 9.07 cfs Hydrographs 1 and 2 establish the 2 -year and 25 -year combined runoff from both on- ------ ------ I 00yr Post site and off-site areas directed to the stormwater facility during its function as a Reservoir Proposed Conditions Routina Results temporary sediment basin. Hydrographs 3 and 4 show the routing results of these 31t958 1 8 storm events. Hydrograph numbers 5, 6, and 7 represent the on-site pre -developed 12,664 22 LF sheet flow over grass at C=0.20 w/ 12.50% slope, TC=6.80 min I yr post release rate = 1.81 cfs < 2.00 (hydrograph no. 12) runoff for the 1, 2, and 10 -year, 24 hour events. Hydrographs 8, 9, 10, and 11 2.1 209 LF pipe flow w/ 11-1=1 8.04', TC = 1.25 min x 0.20 = 0.25 min 2yr post release rate = 2.09 cfs < 2.18 (hydrograph no. 13) represent the on-site post -developed runoff from the 1, 2, 10, and 100 -year, 24 hour 2 857 LF ditch flow w/ H=36.74', TC = 4.90 min 10yr post release rate = 8.67 cfs < 9.07 (hydrograph no. 14) events. Hydrographs 12, 13, and 14 show the routing results for the on-site 1, 2, and 2yr Route 14 Reservoir 10 -year storm events. As shown by the calculations, the peak flow from these 6 Total TC = 6,80 + 0.26 +4.90 = 1-1.95 min (use 12.0 min) The total 10 -year event is contained within the pond and exits the facility through the hydrographs is less than the allowable release rate established by the Virginia Energy 10 456,58 principal spillway. (See hydrograph 19) The total 100- year event is contained within the Balance Equation. Thus, all State and Albemarle County requirements have been 15 SCS Runoff pond and exits the facility through both the principal and emergency spillway. (See satisfied. 726 147,762 hydrograph 20) Virginia Runoff Reduction Method Worksheet Drainage AreajMma_ry Drainage _Area _g2njg[lgnce Summary D.A. A D.A. A D.A. B D,A. C A. D D.A. E Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Managed Turf (acres) 3.01 0.00 0.00 0.00 0.00 3.01 Impervious Cover (acres) 2.75 0,00 0.00 0.00 0.00 2.75 Total Area (acres)5.75 0 0.00 x3,00 0.00 0.00 S Drainage _Area _g2njg[lgnce Summary D.A. A D.A. 13 D.A. C ID.A. D D.A. E Total - -------------- TP Load Reduced (lb/yr) 0.00 T_ 1 0.00 0.00 -7-0-00 0.00 0.00 TN Load Reduced (lb/yr) i 0.00 1 0.00 0.00- 1 0.00 0.00 0.00 Surni-nary Print Virginia Runoff Reduction Method Worksheet Drainage Area A Summary Land Cover 5EMrnary BMP Selections Practice 5.76 J front Ti' Managed T.Tf Impervious Cover' TP Load from load TP Remove SMIP Treatment Untreated TP Lo TP Remaining Credit Area Credit Area Upstream ' 7s' (acres) (acres) volume (ft) Practices fib I to Practice (lbs) (lb/yr) (Ib/yr) Total Impervious Cover Treated (acres) A Soils - asoils C Soils D Soils Total 9/. of ta I Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 0.00 3.01 0.00 3.01 52 Impervious Cover (acres) 0.00 0.00 2.75 0.00 2,75 48 BMP Selections Practice 5.76 J front Ti' Managed T.Tf Impervious Cover' TP Load from load TP Remove SMIP Treatment Untreated TP Lo TP Remaining Credit Area Credit Area Upstream ' 7s' (acres) (acres) volume (ft) Practices fib I to Practice (lbs) (lb/yr) (Ib/yr) Total Impervious Cover Treated (acres) 0.00 Total Turf Area Treated (acres) 0.00 Total TP Load Reduction Achieved in D.A. 0.00 (lb/yr) 0.00 Total TIN Load Reduction Achieved in Q.A. Site Summary (Ib/yr) 0,00 Summary Print A OF 2.42 ACRES K74' 'L7 ro X OFFS[TE _V, 4.40 ACRES N, Virginia Runoff Reduction Method Worksheet 0 Total TP Load Reduction Achieved (lb/yr) DEQ Virginia Runoff Reduction Method New Development Compliance Spreadsheet - Version 3.0 Total TN Load Reduction Achieved (lb/yr) 0.00 BMP Design Specifications List: 2013 Draft Stds & Specs 7.47 (lb/yr) Site Summary Remaining TP Load Reduction (lb/yr) Required AS NEEDED Total Rainfall = 43 inches RV WO RR (ws-in) 0 1.63 Site Land Cover Summary 0 0.00 0 0.00 RV w RH (ws-in) A soils B Soils C Soils D Soils Totals % of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 0. , 00 3.01 0.00 3.01 52 Impervious Cover (acres) 0.00 0.00 1 2.75 0.00 2.75 48 0.00 5.76 100 Site Tv and Land Cover Nutrient Loads 61.4 G Site Rv 0.57 255,872 25 2 Treatment Volume fft3)11,887 62,588 25 -yr construction 5 TP Load (Ib/yr) 7.47 4.8 6 726 TN Load (lb/yr) 53.43 1 ---- ------ Total TP Load Reduction Required (lb/yr) I 5.11 Site Compliance Summary Total Runoff Volume Reduction (ft) 0 Total TP Load Reduction Achieved (lb/yr) 0.00 Total TN Load Reduction Achieved (lb/yr) 0.00 Remaining Post Development TP Load 7.47 (lb/yr) 0 0 Remaining TP Load Reduction (lb/yr) Required AS NEEDED ----------------------------------------------- ------------------------------------------------------------------------------- Summary Print Virginia Runoff Reduction Method Worksheet -------------------------- --------------------- ----------- ----------- ------------------- Runoff Volume and CN Calculations 1 -year stormµr _2Y-717tr� 10 -year _ Target Rainfall Event (in) 3.05 3,E,9 Drainage Areas RV & CN Drainage Alrea A Drainage Area 8 Drainage Area C Drainage Area D Drainage Area E C ��* 85 0 0 REMOVE DEBRIS BLOCKAGES & OBSTRUCTIONS FROM PS OUTFLOWS AS NEEDED RR (ft') 1 -year return period 2 -year return period 10 -year return period RV WO RR (ws-in) 0 1.63 0 0 0.00 0.00 0 0.00 0 0.00 RV w RH (ws-in) 1,63 0.00 0.00 0.00 0.00 01 adjusted RV wo RR (ws-in) 85 2.18 0 0 0.00 0.00 0 0.00 0 0.00 RV w RR (vas -in) 2.18 0.00 0.00 0.00 0.00 CN adjusted RV wo RR (ws-in) 85 3.91 0 0 0.00 0.00 0 0.00 0 0.00 RV w RR (ws-fop 3.91 0.00 0.00 0.00 0.00 CN adjusted 35 I, o 61.4 G Summary Print JIM type (origin) flow (cis) FREQUENCY L"!ffm 'NNUAL OR AS N -EANOUT SEDIMENT ��* Maximum elevation (ft) Maximum storage (cuit) REMOVE DEBRIS BLOCKAGES & OBSTRUCTIONS FROM PS OUTFLOWS AS NEEDED MOW EMBANKMENT GRASS, PERIMETER TURF & EMERGENCY SPI -WAY REMOVE AND REPLANT DEAD LANDSCAPE MATERIAL, THIN AQUATIC OR EMERGENT VEGETATION AT LEAST 4 TIMES PER Y R ANNUAL OR AS NEEDED RESEED ANDZOR REPAIR CONTRIBUTING DRAINAGE AREA, POND BOTTOM & HOND SIDE SLOPE TURF AREAS TO PREVENT EROSION AS NEEDED EAR DISCHARGE CHANNEL OF BRUSH OR WEEDS ANNUAL OR AS NEEDED PS PRINCIPAL SPILLWAY `a `` � � $U77 ' ' �'' �, tel/ 1 ; ! ,. ` ` STORMWATER BASIN %1V":4, A/ 14P r gl AY r w k, I I 1�ry f 475 ff 4e 700 3N _4Z ltx J�p -501 OR\ N, I 2.98 ACRES -PRE-DEVELOPED TC PATH 4. pOST-DEVELOPED TC PATH Hydrograph Summary Report Page I I Hyd. Flydrograph Peak Time Time to Volume No, type (origin) flow (cis) inteirval (min) peak (min) (cuff) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuit) Hydrograph description S SCS Runoff 27.8 6 726 112:705 2 ---- ------ ------ 2 -yr construction 2 SCS Runoff 62A 6 726 255,873 25 ---- ------ ------ 25 -yr construction 3 Reservoir 25,9 6 732 112,705 2 1 460,15 07,687 2 -yr construction 4 Reservoir 61.4 G 732 255,872 25 2 460.64 62,588 25 -yr construction 5 SOS Runoff 4.8 6 726 16,426 1 ---- ------ ------ lyr Pie 6 SGS Runoff 7.4 to 726 24,444 2 ---- ------ ------ 2yr Pre 7 I SCS Runolf 16.7 6 720 52,013 10 ---- ------ ------ 1 Oyr Pre 8 SCS Runoff 10.4 6 720 31,958 1 ---- ------ ----- lyr Post 9 SCS Runoff 13.9 6 720 42,787 2 --- ------ ------ 2yr Post 10 SCS Runoff 24.8 6 720 76,600 10 ---- ------ ------ 1 Oyr Post 11 SIS Punch 45.4 6 720 143,819 too ---- ------ ------ I 00yr Post 12 Reservoir 1.8 6 744 31t958 1 8 453.60 12,664 1 yf Route 13 Reservoir 2.1 6 750 42,187 2 9 454.68 17,803 2yr Route 14 Reservoir 8.7 6 738 76,600 10 10 456,58 28,948 1 Oyr Route 15 SCS Runoff 36.5 6 726 147,762 10 ---- ------ ------ 10 -yr offsite 16 SCS Runoff 70.5 6 726 288,673 100 ---- ------ ------ 100 -yr offsite 17 Combine 59,0 16 726 224,362 10 10+15. ------ ------ Total 1 Oyr 18 Combine 111.1 6 726 432,491 100 11 + 16 ------ ------ Total 100yr 19 Reservoir 44.4 6 732 224,362 10 17 459.51 51,959 Total 10yr 20 Reservoir 102.6 6 726 432,491 100 18 461.01 66,326 Total 100yr Prot. file: BROOKOALE.GPW IDF Elle: Alebrriarle.IDF j Run date: 12-10-2017 ,IIA o 00 12 il 0 4,OD 0 I--- a_ _a_ LLJ 0 U CY Lii CL Li ) LLL.) LLJ 0) C14 LLJ T UJ F- 5: C0 CC Z W __J 0 0 ME W _J W _J 0 za < LJJ Cl) M JOB No. 17-0182 SCALE 1 60' DATE 10/23/2017 REVISION DATES: SHEET No. 1AY -3 ace2 4 PLOT DATE: 01/29/18