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Home My WebLink AboutSUB201800220 Plan - Approved 2020-11-18►. ROAD PLAN (SUB201800220) FOR TIM ERWOOD SQUARE TAX MAP 46134, PARCELS 7, 7A5 76 & 7C RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA APPROVED by the Albemarle County Community Development Department Date 11/18/2020 File SUB201800220 AtbentarleCounty Date of Report 1 of 20 Cover Sheet ServiceAuth�rity Hydrant Flow 2/24/2014 �;�•�� — 2 of 20 Notes, Abbreviations, &Legend n'm uwuunlww u.wnowm. vn van IA,I,e,,.ln„ Test Report 3 of 20 Existing Conditions / Demo Plan Pressure Hydrant 11049 Flow Hydrant#1 _ 11507 4 of 20 Subdivision Exhibit Flow Hydrant#2 5 of 20 Layout Plan Flow Hydrant #3 6 of 20 Layout Plan Date and Time of Test 2/24/20149:00:00 AM P� 7 of 20 Grading Plan Location Intersection ofTimberwoodBlvd, and Worth Crossing BLAND POIPfl ItlYPANY 8 of 20 Grading Plan T l Po 9Y YIFGNU ON ZONING Use: UffLIPY : A15. NI Static Pressure (psi) 126 4�1� 9 of 20 Landscape Plan Residual Pressure (psi) Imo- 102 10 of 20 Landscape Plan Pitot Pressure #1 (psi) _64 11 of 20 Landscape Plan Pitot Pressure #2 (psi) �)�^ 0 Pitot Pressure #3(psi)0 12 of 20 Lighting Plan Minutes of Flow , 2 13 of 20 Lighting Plan Cut Sheets Test Flow #1(gpm) ,__ i-18_ ° 14 of 20 Sanitary Sewer Profiles -P'� " �, m 15 of 20 Storm Sewer Profiles and Calculations Test Flow #2 (gpm) 7_ 0 HICAUTT lu1 C/O MINER REAL" H/cxufe;H, >N FNHOMPs. INC Test Flow#3 (gpm) ia`y D y 16 of 20 Road Profiles LINES d8 Mft,U Ad-p P.r f°A83Y L4Y8S C°YYUNRY.445°CGTI°N Total Estimated Flow (gpm) -- 1,118 =NNG OR 17 of 20 Storm Sewer Drainage Areas Estimated Consumption (gal) 2,236 0 18 of 20 Details AW WA Q20 Calculation (gpm) 2,493 (value of zero Indicates Insufficient pressure dropfor calculation) C >M de -a, f.. Y y NI°NGfP fO.NN°YPA INP 19 of 20 Details Comments Hydrant WAS NOT all the way open during test. V " 20 of 20 Left Turn Restriping Plan & MOT Plan O HICNWfB OPfIC8 INC ,H For method of calculating pitot flow with a diffuser, see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AW WA (Alltests conducted using .2-5:discharge outlet unless othemise specified) Signature of Tester: STORMWATER MANAGEMENT NARRATIVE IN ORDER TO QUALIFY FOR 9VAC25-870-48 GRANDFATHERING IN THE CODE OF VIRGINIA: 1. A PROFFERED OR CONDITIONAL ZONING PLAN, ZONING WITH A PLAN OF DEVELOPMENT, PRELIMINARY OR FINAL SUBDIVISION PLAT, PRELIMINARY OR FINAL ROAD PLAN, OR ANY DOCUMENT DETERMINED BY THE LOCALITY TO BE EQUIVALENT THERETO (1) WAS APPROVED BY THE LOCALITY PRIOR TO JULY 1, 2012, (11) PROVIDED A LAYOUT AS DEFINED IN 9VAC25-870-10, (111) WILL COMPLY WITH THE PART 11 C TECHNICAL CRITERIA OF THIS CHAPTER, AND (IV) HAS NOT BEEN SUBSEQUENTLY MODIFIED OR AMENDED IN A MANNER RESULTING IN AN INCREASE IN THE AMOUNT OF PHOSPHORUS LEAVING EACH POINT OF DISCHARGE, AND SUCH THAT THERE IS NO INCREASE IN THE VOLUME OR RATE OF RUNOFF; 2. A STATE PERMIT HAS NOT BEEN ISSUED PRIOR TO JULY 1, 2014; AND 3. LAND DISTURBANCE DID NOT COMMENCE PRIOR TO JULY 1, 2014. A PRELIMINARY ROAD PLAN WAS APPROVED 10-25-1 1 WITH A PROPOSED IMPERVIOUS AREA OF 2.44 AC. THE PROPOSED MODIFIED PLAN HAS ADDED 0.40 AC OF IMPERVIOUS AREA ABOVE THE PRELIMINARY PLANS 2.44 AC, THEREFORE, THE PROPOSED PLAN MUST PROVIDE ONSITE BMP'S THAT RESULT IN NO INCREASE IN THE AMOUNT OF PHOSPHOROUS LEAVING EACH POINT OF DISCHARGE, AND SUCH THAT THERE IS NO INCREASE IN THE VOLUME OR RATE OF RUNOFF. A BIOFILTER HAS BEEN PROPOSED TO REDUCE THE ADDED PHOSPHOROUS AND RATE OF RUNOFF THAT 0.40 AC OF IMPERVIOUS AREA CREATES. WATER QUALITY CREDITS HAVE BEEN BOUGHT TO OFFSET THE REMAINING PHOSPHOROUS AND ARBOR LAKE IS BEING USED FOR WATER QUANTITY PURPOSES. IT HAS BEEN SHOWN THAT THE POSTDEVLOPED 1 OYR AND IOOYR WSE HAS NOT RISEN WITH THIS DEVELOPMENT. his 116-A9 Na A ,,n,, W:BP COMMUNITY, ASSOOMON. INC ZONNING: IISA'IA". USS Ad W$syTs of of�c •N Dustin E. Greene 558. ADO+` 11/18/20 otiitr 8810NAL CLOUDING DENOTES COMMENTS ADDRESSED: C== CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION FIRE / RESCUE CONTRACTOR'S CERTIFICATION STATEMNET: CERTIFICATION STATEMENT: THIS HAND —MARKED SET OF DRAWINGS HAS BEEN 'REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT 'RECLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". SEE SHEET 20 FOR AS —BUILT DRAWING REQUIREMENTS NAME TITLE DATE FOR: ---------------------------------------------- (CONTRACTOR) A U y 0 U 2 ve rT, i11 N Q N ❑ f•F•� W` < Q ZO U a ��'z O LL — Z OU jQ WW Q? U e O N ` Q ? w ili 2 O Q un co ❑v H� , W2 O� '0 W aW y c> RO UC\I O� W �v 0) co O W 0 % REVISIONS iQ COUNTY COMMENTS 1 /18/19 02 COUNTY COMMENTS 4/22/19 0 COUNTY COMMENTS 12/06/19 ® COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE AS SHOWN W Q Q � z O0 Cn ' E' w Z I) z 0 w \0 J �O O a " ❑C W W m m J Q F FILE NUMBER 13.0124 SHEET 1 of 20 SITE DATA & GENERAL NOTES SITE DATA GENERu consmucnoN NOTES: OWNER / DEVELOPER 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of HIGIILIFE LLC Transportation (VDOT). This plan as dram may not accurately reflect the requirements of PO BOX 17 the permit. Where any discrepancies occur the requirements of the permit shill govern. CHARLOTTESVILLE, VA 22902 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided In accordance with the approved LEGAL REFERENCE & SOURCE OF TITLE DB 2775 PG. 734 erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas cue to be fertilized, seeded and mulched. MAGISTERIAL DISTRICT: RIVANNA MAGISTERIAL DISTRICT 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING, JULY 2014 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage SOURCE OF TOPOGRAPHY: SURVEY BY ROUDABUSH, GALE & ASSOCIATES, APRIL 1989, FIELD VERIFIED BY DOMINION ENGINEERING. JULY 2014, DATUM NOVO 29. channel. 7. All traffic control sigma shall conform with the Virginia Manuel for Uniform Traffic Control Devices. THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X 8. Unless otherwise noted all concrete pipe shad be reinforced concrete pipe -Class III. AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #51003C014OD DATED FEBRUARY 4, 2005 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. 10. All retaining walls are subject to separate permit approvd. BENC HMARK(S). BENCHMARK 513.84 CHISELED SQUARE ON TOP OF CURB AT SOUTH END OF MEDIAN AT THE GENERAL CONSTRUCTION NOTES FOR STREETS: INTERSECTION OF TIMBERWDOD BOULEVARD & WORTH CROSSING. NGVD 29. 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of WATER SOURCE ALBEMARLE COUNTY SERVICE AUTHORITY Transportation (VDOT). This plan as drown may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY govern. 2 Construction inspection of all proposed roads within the development will be made by the ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. THIS PROPERTY IS ZONED: R-15: SUP (SP-94-16), AIA 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe Installation must comply with CURRENT USE MEDICAL. OFFICE BUILDING ON PARCH 7C, OTHERWISE VACANT OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and station control measures shall be provided In accordance with the approved PROPOSED USE: EXISTING OFFICE ON PARCEL 7C. PROPOSED OFFICE BUILDING ON PARCEL 7A AND erosion control plan and must be Installed prior to any clearing, grading or other PROPOSED RESIDENTIAL TOWNHOUMES ON PARCEL 7 construction. 5. Upon completion of fine grading and preparation of the roadbed subgmde, the contractor SETBACK REQUIREMQNTS PER ALBEMARLE ZONING CODE 18-4.19 shall have CBR tests performed on the subgrade so➢ Three (3) copies of the test results GROSS RESIDENTIAL DESNSITY. RESIDENTAIL AREA: 3.64 ACRES (PARCEL 46-114-7) 32 TOWNHOUME UNITS PROPOSED 32 UNITS / 164 ACRES = 8.80 UNIT / ACRE MAXIMUM RESIDENTIAL BUILDING HEIGHT: 35' MAXIMUM COMMERCIAL BUILDING HEIGHT, 40' MINIMUM LOT SIZE FOR R-15 ZONING: Z904 sqR PARKING SETBACKS IV FROM PUBLIC STREETS 20' FROM RESIDENTIAL AREAS UNDISTURBED BUFFER 20' FROM RESIDENTIAL RECREATIONAL AREA REQUIRED PER Z.0 4.16 IS 200 SF/UNIT REOU➢M RECREATIONAL AREA: 6,400 SF RECIEATIONAL AREA PROVIDED: 2ZI15 SF AND 1 TOT LOT (SEE SHEETS SP9 AND SP10 FOR LOCATION OF RECREATIONAL AREA) LAND SCHEDULE POST -DEVELOPMENT (SF) X LOTS 117,336 SF 45.9 COMMON AREA/OPEN SPACE (RESIDENTIAL) 2ZI15 SF B.6 ADJUSTED TMP 46-B4-7C 31,828 SF 12.5 TMP 46-84-7A 11,950 SF 4.7 COMMON AREA/OPEN SPACE (COMMERCIAL) 53,315 SF 20.9 RIGHT OF WAY 18,984 SF 7.4 TOTAL 255,528 SF. (5.866 ACRES) 100% PROPOSED IMPERVIOUS AREAS TOTAL EXISTING IMPERVIOUS AREA: 1.16 ACRES PAVED PARKING/1RAVELWAY: 0.75 ACRE EXISTING IMPERVIOUS AREAS TO REMAIN: CONCRETE WALKS / PAVED PATHS: 0.11 ACRE DUSTING PARKING/TRAVELW'AY : 0.77 ACRE PROPOSED RES. BUILDINGS 0.64 ACRE DUSTING WALKS/PAVED PATHS 0.10 ACRE PROPOSED OFFICE BUILDING: 0.13 ACRE EXISTING BUILDINGS 0.29 ACRE TOTAL PROPOSED IMPERVIOUS AREA: 1.63 ACRES REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING 32 TOWNHOUSES X 2 SPACES + 32 TOWNHOUSES X (1 SPACE/4 UNITS) _ 72 PARKING SPACES REQUIRED 74 PARKING SPACES PROVIDED PARKING TABULATION FOR OFFICE USE REQUIRED PARKING PER APPROVED PARKING REDUCTION REQUEST = 65 SPACES PROVIDED PARKING = 65 SPACES INCLUDES 9 ADA SPACES LOADING SPACES REQUIRED = 1 SPACE LOADING SPACES PROVIDED = 1 SPACE PARKING NOTE: REFER TO SEPARATE INSTRUMENT FOR PARKING AGREEMENTS FOR OFFICE AND TOWNHOUSE USE GRADING: FOR GRASS STABILIZATION ON CONSTRUCTED SLOPES, THE MAXIMUM STEEPNESS IS 3:1. SLOPES STEEPER THAN 3:1 MUST BE PERMANENTLY STABILIZED WITH LANDSCAPING VEGETATION HARDIER THAN GRASS, WHICH WILL NOT REQUIRE MOWING. APPROVED PRELIMINARY PLAN SQUARE FOOTAGE OF OFFICE SPACE 18,090 SF EXISTING SQUARE FOOTAGE OF OFFICE SPACE IZ424 SF PROPOSED SQUARE FOOTAGE OF OFFICE SPACE 5,666 SF TOTAL SQUARE FOOTAGE OF OFFICE SPACE 18,090 SF PROPOSED SQUARE FOOTAGE OF RESIDENTIAL SPACE 27,928 SF PROPOSED RESIDENTIAL DENSITY. 8.8 UNITS/ACRE 32 UNITS 1. CRITICAL SLOPES AND UNDISTURBED BUFFER WAIVERS WERE GRANTED WITH THE PRELIMINARY ROAD PLAN REVIEW (SDP201100D42). (PRIOR APPROVALS) 2.SP 1994-16 - ALLOWED PROFESSIONAL OFFICES Front -Minimum 5 feet - from the rightof--way or the exterior edge of cite sidewalk if the sidewalk is outside of the ggW-o8way Fmnt-Maximum in the R-I and R-2 districts: None In the R-4, R-6, R-10, and R-15 districts: 25 feet from the rightof--way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way; none, on any lot, including a comer lot, abutfisrg aprincipal arterial highway cr intarsmte Garage -Minimum Front loading garage: 19 feel from the rightof--way or the exterior edge of the sidewalk if the sidewalk is outside of the rightof--way, Side loading garage: 5 feet from the right-of-way or the exterior edge oftlie sidewalk if the sidewalk is outside of the rightof-way Garage -Maximum None, Side -Minimum None; see Nowhifill Building Separation Side -Maximum None Rat -Minimum 20 feet Rear -Maximum None Non-Infill:Building Separation Minimum 10 feet, unless the building shares a common wall; provided that in the R-10 and R-15 districts iftbe abutting lot is zoned residential other than R-10 said R-15, rural amass, or the Monticello Historic district, any building that exceeds 35 feet in height shall be separated from any other building by 10 feet plus one foot for each foot the building exceeds 35 feat is height Side -Maximum None Non-lnfill; Stepbacks Front For each story that begins above 40 feet in height or for each story above the third story. whichever is less, the minimum sleplawk shall he 15 feet Side and Rear None shall be submitted to the County. If a subgrade so➢ CBR of 10 or greater is not obtainable. a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertMzed, seeded and mulched. The maximum allowable slope is 2:1 (horuontal:vertical). Where reesonal>ly obtainable. lesser slopes of 4.1 a better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-woy or within easements prior to acceptance by VDOT. All drainage outfdl easements are to be extended to a boundary line or a natural watercourse. The contractor shall fold verify the length of all storm drainage pipe. 8 Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, In the opinion of VOOT, the Director of Engineering, or the Director's designee, R Is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be Increased to seven (7) feet Albemarle County Engineering & Public Works Policies July 1998; Revised 30 January 2003 9. Where urban cross sections are Installed, all residential driveway entrances shall conform to VDOT CG-9(A,B or C). 10. Where fund cross sections are Installed, all residential driveway entrances shall conform to VDOT standard PE-1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, In the opinion of VDOT, the Director of Engineering, or the Directors designs% it is deemed necessary. 12. A minimum dear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. Additional dear zone may be required depending on the Category of road design. 11 Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detaR, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will not be allowed. 14. All required signs (stop, street none, speed limit signs, eta) are to be furnished and installed by the developer prior to acceptance. Signs and their Installation shill conform SETBACK REQUIREMENTS PER AUBEMARLE ZONING CODE 18-4.20 to 'Albemarle County Road Naming and Property Numbering Ordinance and Manual" and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs Setbacks are shown on the plans, The developer shad be responsible for maintenance of the signs Front -Minimum 10 feet from the rightof--way or the exterior edge of the sidewalk ifthe sidewalk is until the roads have been accepted Into the state secondary road system. The speed limits outside of the right-of-way; for off -sire t perking or loading spaces, 10 feet from any to be posted on speed Dmlt signs are to be determined by VDOT prior to acceptance. The public street rightof-way speed limit Is to be posted 5mph below the design speed Front -Maximum 30 feet from the rightof-way or the exterior edge of the sidewalk if the sidewalk is 15. Rood plan approval is subject to find subdivision plot validation. Should the find plat for this project expire prior to signing and recordation, then approval of these plans shall outside of the rightof-way, provided that this maximum setback shal I not apply to any be null and void. structure existing on June 3, 2015 and to any structure depicted on an approved final site plan that is valid an June 3, 2015 as having a front setback greater than 30 feet; none, on 16. Traffic control or other regulatory signs or barricades shall be installed by the developer any lot, including a comer lot, abutting a principal arterial highway or intersmte when, In the opinion of the Director of Engineering, or the Directors designee, they are Side and Rear- If the abutting lot is zoned residential, rural auras, or the Monticello Historic district: (i) deemed necessary in order to provide safe and convenient access. Minimum no portion of any structure, excluding signs, shall be located closer than 50 feet from the 17. Use VDOT standard CD-1 or CD-2 underdrains under the subbase material at all cut and district boundary; and (it) no off-street parking or loading space shall be located closer 91 toWtfons and grade sag points. atom 20 feet to the district boundary. i& A video camera inspection is required for all storm sewers and culverts that are deemed If the abutting lot is zoned commercial or industrial, any primary structure shall be Inaccessible to VDOT Inspections and are to be accepted Into VDOT's maintenance constructed and separated in accordance with the current edition of the Building Code. Program and Ownership. The video inspection shall be Conducted In accordance with Side and Rear- None VDOTs video camera inspection procedure and with a VDOT and/or County Inspector Maximum present In addition. if high -density polyethylene (HOPE) pipe or pipe system Is Installed, Stepbacks the contractor and a representative from the pipe manufacturer should hold a preoonstructlon meeting for Installation training. Front For each story that begins above 40 feet in height or for each story above the third story, whichever is less, the minimum stepback shall be 15 feet Side and Res, None 3. SP 2ODS-52 - ALLOWED STAND ALONE PARKING *NOTE. RENSED AREAS WILL NOT BE APPROVED UNITL A SUBDIVISION APPLICATION IS SUBMITTED FOR REVIEW. SITE AREA TABULATIONS EXISTING TM -PARCEL AREA (ACRES) 46-B4-7 3.64 46-B4-7A 0.27 46-B4-713 1.23 46-134-7C 0.73 TOTAL ti. 87 ACS:A GFNERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTJTES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT THE CONTRACTOR SHALL, ON HIS OWN INITAM LOCATE ALL UNDERGROUND LINES AND STRICTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-80D-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (15) FEET OF COVER MEASURED FROM THE TOP OF PPE, OVER THE CENTERLINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DEADENO LINES SHALL BE RODDFD TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE WRING A FUTURE EXTENSION OF THE LIFE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION EFFECTIVE JANUARY 4, 2012 1. Ine plan approving authonty must be notmm one woo prior to the pre-oanstrueaon conference one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations, 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be mantained on the site at all thnes. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor Is responsible for Installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until find stabilization is achieved. 8. During deleatering operations, water will be pumped into an approved filtering device. 9. The contractor shall Inspect all erosion control measures periodically and after each runoff producing rainfall event Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated barrow area 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All Inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving ndustrid-type power equipment anal be limited to the hours of 7:00am to 9:00pm. 15. Borrow, PoI or waste activity shall be conducted In a safe manner that maintains lateral support, or order to mninize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management fac➢ities where applicable all erosion control measures required by this plan regardless of the ode of any lot, unit building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs/acre, and In the months of September to February to consist a 50/50 mix of Annual Ryegraas and Cereal Winter Rye, or In March and April to consist of Annual Rye, or May through August to consist of German MRlet Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control Inspector. 18. Permanent stabilization shill be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/10DOef, Incorporated Into the tap 4-6 "so of soil. Fertilizer shall be applied at 10001bs/acre and consist of a 1D-20-10 nutrient mbL Permanent seeding shall be applied at 180lbs/acre and consist of 95X Kentucky 31 or Tall Fescue and 0-5X Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/10Dsf. Alternatives are subject to approval by the County erosion control Inspector. 19. Maintenance: All measures are to be Inspected weekly and after each rainfall. Any damage or dogging to structurd measures is to be repaired immediately. Sit traps are to be cleaned when 5OX of the wet storage volume is filed with sediment All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be leaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of find site stabilization, when measures ore no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void H the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be Installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordnance section 17-207B) ABBREVIATIONS LEGEND GENERAL EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION ABAN ABANDONED) MAX MAXIMUM - PROPERTY LINE x 125TC TOP OF CURB ELEVATION ADJ ADJUST MIN MINIMUM ADJACENT PROPERTY LINE x 12eBC BOTTOM OF CURB ELEVATION AHD AHEAD MON MONUMENT CONCRETE - - - - - VACATED PROPERTY LINE x 125FL FLOW LINE ELEVATION APRX APPROXIMATE NIC NOT IN CONTRACT - EASEMENT x 125EOP EDGE OF PAVEMENT ELEVATION BC BACK OF CURB NTS NOT TO SCALE r BUILDING SETBACK x 125 SPOT ELEVATION BFE BASEMENT FLOOR ELEVATION OC ON CENTER ❑' BUILD TO LINE x 125TW TOP OF WALL ELEVATION BIT BITUMINOUS OH OVERHEAD BK BACK PE POLYETHYLENE ZONING LINE x 12BW BOTTOM OF WALL ELEVATION BM BENCHMARK PERF PERFORATED TEST PIT LOCATION/BORING LOCATION LIMIT OF DISTURBANCE EIS BOTTOM OF SLOPE PROP PROPOSED a BENCHMARK FLOODPLAIN LIMIT CB CATCH BASIN PRVD PROVIDED IRON FOUND -- oz r,r BUFFER ZONE CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY RNIA RMA RMA - RESOURCE MANAGEMENT AREA UNDERDRAIN q CENTER LINE RCP REINFORCED CONCRETE PIPE R,PA RPA RPA - RESOURCE PROTECTION AREA - - - DRAINAGE LINE CL CHAIN LINK REM REMOVE CMP CORRUGATED METAL PIPE REOD REQUIRED - EDGE OF GRAV0. RD RD ROOF DRAIN CONC CONCRETE RET RETAIN - a", - - a"s - SEWER LINE - - EDGE OF PAVEMENT CY CUBIC YARDS RT RIGHT U'-> CG- D TRENCH DRAIN - D STANDARD 6' CURB C/C CENTER TO CENTER R/W RIGHT OF WAY t,_ 3 Cc-3 - w v WATER LINE STANDARD 4' CURB C&G CURB AND GUTTER R&D REMOVE AND DISPOSE CG-6 -4IP 47P FIRE PROTECTION LINE COMBINATION 6' CURB & GUTTER DIA DIAMETER R&R REMOVE & RESET L„.w z..Dw WATER SERVICE LINE CG-7 EL ELEVATION SD SIGHT DISTANCE COMBINATION 4' CURB & GUTTER GAS LINE ELEV ELEVATION SQ SQUARE FIRE LANE STRIPING oHw OVERHEAD ELECTRIC WERE ES END SECTION STA STATION ,BE BUILDING ENTRANCE - DOE UNDERGROUND ELECTRIC EW END WALL SW SIDEWALK n LOADING DOCK O11 °HT OVERHEAD TELEPHONE LINE EX EXISTING SWEL SOLID WHITE EDGE LINE • BOLLARD "' VGr UNDERGROUND TELEPHONE LINE EXIST EXISTING SWILL SOLID WHITE LANE LINE ❑D DUMPSTER PAD `A'" CATv CABLE TV FDN FOUNDATION TBA TO BE ABANDONED FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED SIGN Ll I- I DRAIN INLET GTD GRADE TO DRAIN TC TOP OF CURB © DRAIN MANHOLE STEEL GUARDRAIL inRON FOUND TS TOP OF SLOPE _ WOOD GUARDRAIL C PLUG OR STUB IS IRON SET TYP TYPICAL � FLARED END SECTION LA LANDSCAPE AREA UG UNDERGROUND - - PATH HEADWALL LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK TREE LINE LF LINEAR FEET YDS YARDS ��. FENCE 0 SEWER MANHOLE LT LEFT PD STONE WALL C SEWER CLEANOUT UTILITY RETAINING WALL ARV AIR RELEASE VALVE MH MANHOLE ® WATER VALVE &BOX BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE STREAM / POND / WATER COURSE 43 FIRE HYDRANT ASSEMBLY 00 CLEANOUT RIM RIM ELEVATION - DETENTION BASIN cm WATER METER CTV CABLE TELEVISION SAN SANITARY - SILT FENCE O WATER WELL DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL 12 - CONTOUR DIP DUCTILE IRON PIPE SO STORM GAS VALVE INDEX CONTOUR ELEC ELECTRIC STR DRAINAGE STRUCTURE °car GAS METER FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE FM FORCE MAIN UP UTILITY POLE CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE THESE F&C FRAME AND COVER WL WATER LINE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES FINISHED F&G FRAME AND GRATE WM WATER METER SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: GT GREASE TRAP WV WATER VALVE HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE MALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. GV GATE VALVE 6'V 6' VALVE RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. HDPE HIGH DENSITY POLYETHYLENE LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. INV INVERT ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR CROSS SLOPE WHERE PATH OF TRAVEL WELL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE QU 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND 'LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 208X) FOR POSITIVE DRAINAGE. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2OD3 AND OTHER REFERENCED INCORPORATED BY CODE.) IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABS 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES ANDOR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTSPLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS CONTRACTOR'S COORDINATION RESPONSIBILITIES 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS NIHIN THE VIRGINIA SICORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR ONSTRIUCTON OF THESE PLANS CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY ALBEMARLE COUNTY. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FIE A GOP NOTICE OF INTENT NTH ALBEMARLE COUNTY AND PREPARE A SFOWIWATER PREVENTION PLAN IN ACCORDANCE NTH THE VSMP 2. ANY TIME WORK IS PERFORMED OFF-STE OR WITHIN AN DUSTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO REGULATIONS. THE NATURE OF PROPOSED WON AND TO FOLLOW ANY GUIDIiLINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT 12 CONTRACTOR SHALL COORDINATE NTH ALL UTILITY COMPARES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASFIIE M LETTERS OF PERMISSION, EIC, ARE RECORDED/OITAINED PRIOR TO THE START OF ANY 11 CONTRACTOR SHALL BE RESPONSIBLE FOR STE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SMALL BE IN ACCORDANCE WT H OSHA CONSTRUCTION. STANDARDS AND LOCAL REQUIREMENTS. 4. CONTRACTOR TO VERIRY ALL ROAD PLANS AND PROFILES AND DETAILS FOR CONSSIENCY AND IF CONFLICTS DUST% CONTACT EI4nm FOR It ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDNANCS AND MAWICA71OI AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HISA*R OWN RISK. STATUTES OF 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL DUSITNG U71l1TES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING 15 IOUSIING UTUIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE" LOCAL, STATE AND INDIVIDUAL. UTILITY COMPANY STANDARDS RDS SWICK11OWN AND DETAILS THE CONTRACTOR SHALL COORDINATE UNUTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. ,,,Qasy'fId Pj UTILITY POLES r Is. CONTRACTOR SHALL COMPLY NTH FENCING AND TREE PRESERVATION SGNAGE REQUIRED BY ALBEMARLE COUNTY COIF O � 7. CONTRACTOR STALL NOT RELY SOLELY ON ELECTRONIC VERSIONS QU PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM WE GENERAL CONSTRUCTION NOTES FOR STOR111W;1TF.R MANAGEMENT PLANS: DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES N ACCORDANCE NTH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE AS PART THE 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum IATItiP.Gvl.t� Dustin E. Greene SUPPLIED of CONTRACT DOCUMENTS.moisture content. All fill material to be approved by a geotechnical engineer. A B. CONTRACTOR SHALL COMPLY WITR ALL WETLAND PERMIT REQIIREIEN75, IF A PERMIT DUSTS geotechnical engineer is to be present during construction of dams. Lie. No. a 55833 ti 2. Pipe and riser joints are to be watertight within stormwater management facilities. low 11/38/2O ti�b 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, 3. For temporory sediment traps or basins which ore to be converted to permanent stormwater �8870NAL $�6 STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS 3 POLES, ETC. AS REQUIRED. ALL WORN SHALL BE INNN ACCORDANCE WITH GOVERNING AUTHORITIES management facilities; conversion is not to take place until the site i9 stabilized, and REQUIREMENTS AND PROJECT 97EWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED N BASE BID. permission has been obtained from the County erosion control inspector. 10. CONTRACTOR SHALL CONTROL STOIMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF STE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, E ANY AT NO COST TO OWNER. , U *0 rT, 111 N CO N 0 Q ZO o% to U a >o O e- Cc Jz Z OU JJ �g¢�W2 O H k u1 O O N 2 DC w4K V) 2 CI LO co Cc 0 y� U I W O O Oillk , X� 0Q W OS. -JLI DGCt Q. W coU Wto Cq 1�+ y, Z o O� 1� co Lu O Lu Z Z W o a REVISIONS 1� COUNTY COMMENTS 1/18/19 0 COUNTY COMMENTS 4/22/19 0 COUNTY COMMENTS 12/06/19 ® COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE N/A w Q z Ir Q Q Z_ W a OLL LL � Cis z 0 z in o_ Q O 0 E-t _J W Cc< w 0 Cc < 24 QQ Ir W W QQ J fn Cm Q G � EW-t z FILE NUMBER 13.0124 SHEET 2of20 Cs' EX. STORM MH 1 TOP=507.48' EX. SAN MH 6 ' ; A TOP=509.48/�a �f i 54 RCP INV OUT 480.08' 18" PVC INV IN 491.70' 18" PVC INV OUT=491.62 EX. STORM MH 2C EXISTING ASPHALT PAVEMENT TO REMOVED i \` /' '' ,' / / , 4s TOP=497.90' 21" RCP INV IN=493.00' 21" RCP INV OUT=489.44' EXISTING PAVEMENT TO BE RETAINED / / ,(. STORM TO / TO THE MAXIMUM EXTENT POSSIBLE. ACTUAL \ /^ i 1TOP492.81' i LIMITS OF REMOVAL TO BE DETERMINED IN / / 21"/kP 10 IN-40.85' THE FIELD AS WORK PROGRESSES. / \ \\ / / 21" RCP41NV OUJ/ 488.70' PORTION OF, PAVED PATH TO BE REMOVEIS ` EXISTING 20' PUBLIC DRAINAGE EASEMENT AND RELOCATED ' DB 1548 PG 299 (PLAT) i EXjSANNH 5 i ��> EX. STORM MH 2A STOP=503.67 _- - TOP=492.87' � 6 ' / ' ; /% 18" PV�'INV 490.09 - - -- 21" RCP INV IN=487.69' / 0�/< 18" PGC INV %0 T=48 94' ; 21" RCP INV OUT=487.65' XIST. MANAGED SLOPES TO REMAIN UNDISTURBED ,' / '" ♦ / PORTION OF STORM SEWER (TBR) AND REPLACED I / '/ % ' ♦ / Site Benchmark is tied to USGS disk Z-155 EX. STbR MH 2 BY DOGHOUSE MANHOLE / / / / / � / �i / ' \` I 1 NGVD 29, Elev. 552.71 Located of the NW comer of Route 29 North and / ,' i /i / / / �♦ ,�'-�� I TOP=4. .96 / Tm 32 Par 37 Rt. 649. Proffit Road at old Crenshaw Garage. j� ' �,/ 54" CP INV IN=4�78.06' ' VIRCINIA ELECTRIC AND POWER COMPANY Current status of Disk is unknown, r ' i /i/i EX. SAlyf H 4 ♦ I \ / / ao ♦ RCf{ INV IN=485.18' USE: UTILITY TpP�493.96' / ♦ \ 54" RCP INV OUT 477.70' ZONING. R , PVE NV IN=484.10' 15 R1 \ La' PVC INV OU I-4d4.05' ♦♦ I / / �`-'' PORTION OF SANITARY ♦♦\♦ \\\ STORM DISCH�RGE l,% SEWER TO BE FILLED �� ♦ / WITH FLOWABLE FILL EXISTING LIG�) t PORTION OF CURB (TBR) ` ♦ / \ \PORTION OF �URB �IBR) / / // li II I, ` POLES (TBR) � j - ' - ♦♦ \ / OWE g ♦ \ EX. STORM ' 7 G (70 R / / / / \ ♦\ / I \ TOP=4 P INV O$$lid �Mptp ! , . � ,' ,' / / / I I � I / I ♦\ \ I � I I � / / I \ \ 54" RCP INV IN=476.16' WORD CR 1�.pyrc. �" f / '' E C 1 ) 7 i tt tt s EX. SfPRM MP\I♦3A1 i i i \ `\ \ 54" RCP INV OUT=476.10' _ -3 T C �♦ �" I8 7 fl A OP=4y�6 84' I ♦♦ � I S � � 15" RCP INV (�UT 90.94' ! , ,�♦ti' , ,, �. M SEWER EASEMENT / / / ORWI/ s�v�ER INI (TBR)' STOf�M DISCHARGE '• �`. \ EXISTING 50 PUBLIC STORM - / � / / ♦ / i j I 1 I -- \ DB lull PG 495 (PLAT) - ` DB 1071 PG 562 (PLAT) o}��SyTS OF• Pl�G� r• o � Dustin E. Greene Uc. No. A 55833 bb $�Ag 11/18/20 6♦b~ s3tONAL `� / ♦ I 1 ORION OF PAVEMENT LONDON ♦�♦ / i v \ BE REMOVED �� PLANETREE (TBRS r ♦♦V� / // i - \ �j p \ ♦♦ i / /� ♦♦ PROPERTY LIN /TO I I,Ex neat NEW STREET j� LO ON f /' �♦ /BE VACATED (�TYP)/ /// \ ` I �,Ps / ♦ \ EXISTING PUBLIC VARIABLE WIDTH I I I Q ONNECTION %PLANETREE (TB Tl 46-(B4-TB /' STDRMWATER MANAGEMENT I i 0 m EX. BOLLAR S (5 ; ,` 1.10,/ACRF ,/ / ♦♦ / \ \ FACILITY k ACCESS EASEMENT TO BE REP /' // /' / /♦♦ ' / DB 5230 PG 299 (PLAT) APPROXIMATE LOCATION ♦ ' ' / ' / 1 �1 SE OF EXISTING SEWER + a 2 ,/ i a , PAk11ON 0F STORK WW< RR I LATERAL ) w°` / , ♦ / / ,�/ / �/ �/ / ,� ,' ,a> �' i - _ / ♦� i EX./ST M MX4A / pµ ♦ I 1 i E1REE \ / ♦ r TOP=493.41, > ''' _-STORMSISGH ♦ / 15,' RqP IOV IK=44*.36 o� / s / \ y + ♦ 15r RPPr4NV op;r=4 /11 I 1+„Q V�rnoCO' mPa Ef92cia.mck waw { cal I _l --s a / + / ix so \� \ / /♦ ; i I I / I i i// i�' %��e ,'/�------------ -OF % � STORM SEWER Z DON',' PORTION sd AE( (TBR) AND REPLACED___ - ❑ DOGHOUSE MANQ\❑ .� ---Tm 46 Par B4 A FOREST LAKES COMMUNITY ASSOCIATION aep USE PONDTMP 46-H4-7C 11gTA PA_ ZONING.R4 . DON ♦ / , v' 1/ EX. JAPANESE Et a HOWES 0 EX. IfONDON ; vQa� 'Ex 24'-'RC`P EXISTING 10'�RIVATE \ PLANETREE Sa le+a°`'i // ��/ TNV.- 48152' _-DRAINAGEEASEMENT iE STORM M 4\ \DB 5230-PG-Y98 � / T / / j 1 TqP=492 25 \ / / I ` ARBOR LAKE EDGE EXIST. MANAGED SLOPES m ' / Eft By1RNUM 3 O 1� � / i ' / / / INS-487\ " ' TO BE GRADED FOR NEW / \ - ' /'' / �/ r \ "P INV .16\ / \ Ex . 4 " EW-2 BUILDING PAD. 1 / 46-114-7A \ r 1 i l < { \ ` \ 4 ` INN UT> 485.28' ° -RORTI OF \0.27 ACRES \ �. \ �. ( / , `\ \ `� \ ` ST M ( nv. Out=473.1 EX. DON PLAN ORION X. SAN ma-3- ! CURB (TBR) J s TOP=4q1-.V \\ / % i \ 18 PVC INV' N-481.81' °4 \ \\\ EXISTING PUBLIC EX. TRESS TBR \ ( `STDRMWATER,MANAGEMENT 8 PVC INV OUT=481.78' i \� F�� Y EASEMENT ' EX. CREPE \ MYRTLES`(3) \ \ ��es ' \ EXISTING TREELINE (TBR) Tm 46-B4 Par B1 FObEST LAKES COMMUNITY ASSOCIATION, INC. qs! ` USE: SOCCER FIELD \ ZONING: R4 EX. EVERGREEN TREES kMESS fX SAN TOP 492 64' - / 18 PVC INV IN=476.58' ---- / o 1 Ex a of was water i ``PAAI'e 8" PVC INV OUT=476.38' assumed tion only \ Ex B" 5 6 l l l l \5 \ Ell I yeter to nemam / � EXISTING 20' ACSA � E,,st ^ , 45 e i I SANITARY SEWER EASEMENTPF Em" DB lull PG 495 (PLAT) / / I DB 1071 PG 562 (PLAT) - ' m 46-B3 Par B DB 1071 PG 213 (PLAT) � I FORES� �AK COMMUNITY ASSOCIATION, INC. USE: CLUBHOUSE ' ZONING: R4 - EXISTING PARCEL SUMMARY 4664-7 3.64 AC. 46134-713 1.23 AC. 46134-71C 0.73 AC. 4604-78 0.27 AC. 5.87 AC. EX. SAN MH 1 TOP=482.35' 18" PVC INV IN=472.31' 18" PVC INV OUT-472.13' 40 0 40 :0 120 SCALE: 1" e U �O U 2 14< N W 2 a� ZO ¢ U a �M Lr 'z 0 Q W JJ OU 2 � It to W r W > ON Q �? Q L0 rz 2 CC �� co UN v WWr W O O `o xr LL 4 W CC It O Lo I� y Cy ON (1c H o On U 29) CM O�W Z Z W O ® d REVISIONS 10 COUNTY COMMENTS 1 /18/19 0 COUNTY COMMENTS 4/22/19 0 COUNTY COMMENTS 12/06/19 ® COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE ill =40' w z a Iz Q Ir j Z W V �l ILL0 \ z p z C„ O 0 0 p U F J z O � W � COW Q 0 z E- w FILE NUMBER 13.0124 SHEET 3of20 COUNTY OF ALBEMARLE Dept. of Planning & Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 (804) 296-5823 August 1, 1994 Health Services Foundation ATTN: Gary Lowe 2955 Ivy Road Charlottesville, VA 22903 RE: SP-94-16 Health Services Foundation Tax Map 46114, Parcel 7 Dear Mr. Lowe: The Albemarle County Board of Supervisors, at its meeting on July 20,1994, approved the above -noted request for professional offices on 5.8 acres zoned R-15. Please note that this approval is subject to the following conditions: I. Compliance with the provisions of Section 21.0; 2. Provision of landscaping adjacent to Timberwood Boulevard consistent with that provided on Timberwood Boulevard in the developed commercial area; 3. Provision of vegetative screening designed to minimize visibility of the site from the Arbor Lake Townhomes; 4. Provision of a walkway to connect the existing walkways adjacent to the lake to the shopping area. Ot AL8 G ®Gr0 i �IRGIN�P COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4012 February 20, 2009 Brian P Smith PE 105 W High Street Charlottesville VA 22902 RE: SP.2008-00052 Forest Lakes Office Park (Sign #96) Tax Map 46B4, Parcel 7C Dear Mr.Smith: On February 11, 2009, the Albemarle County Board of Supervisors approved, by a vote of 5:0, SP2008- 00052 to allow stand alone parking in accordance with Section 18-4-12.11. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: compliance with conditions of the SPECIAL USE PERMIT; approval of and compliance with a SITE PLAN and approval of a ZONING COMPLIANCE CLEARANCE. In the event that the use, structure or activity for which this special use permit is issued is not commenced within twenty-four (24) months from the date of Board approval, it shall be deemed abandoned and the permit terminated. The term "commenced" means "construction of any structure necessary to the use of-- the permit." If you have questions or comments regarding the above -noted action, please do not hesitate to contact Sherri Proctor at 296-5832. Sincerely, William D. Fritz Chief of Zoning and Current Development Cc: Highlife LLE C/O Downer Realty PO Box17 Charlottesville VA 22902 II Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C1 43.72' 2229.54' 1'07'25" 21.86' 43.72' N 10*48'02" W C2 49.70' 35.00' 81'21'49" 30.09' 45.63' N 30'26'29" E C3 79.08' 497.21' 9'06'47" 39.63' 79.00' N 66'33'53" E C4 1 165.13' 1 497.21' 1 19'01'42" 1 83.33' 1 164.37' 1 N 52-29'39" E r- RP6/RP8 1 F O�� og� 44 NOTE: THE REVISED AREAS GIVEN FOR EACH PARCEL WON'T BE APPROVED UNTIL A SUBDIVISION APPLICATION IS SUBMITTED FOR REVIEW. r- ® CDustlnE. 40 1.V.ne.92'y4SZ343,4' F BENT s � 1 \ 1 00 , IPF � 1 doh IPF r� * F 1 Tm 32 Par 37 �VIRCINIA ELECTRICNlNG UTILITY 15, YR / POWER COMPANY USE: SOCCER FIELD ZONING; R4 RPS/F IPF IPF00000 _ 000000 00000 00000 MAINTENANCE NOTE: THE COMMON AREA/OPEN SPACE PARCELS ARE _� TO BE OWNED AND MAINTAINED BY THE HOA Tm 46-B3 Par B FOR THE TOWNHOUSE PARCEL AND BY A FOREST LAKES COMMUNITY ASSOCIATION, INC. SEPARATE PRIVATE ASSOCIATION FOR THE USE: CLUBHOUSE OFFICE PARCEL. ZONING: R4 40 0 40 SCALE: 1" = 40' Tm 46 Par B4-A :ES COMMUNITY ASSOCIA USE: POND 7nNINC R4 80 120 A U P4 � y o O = fGl CV Q Z Z 0 Ic rr81 'Z Q it LLJ J rO^ vI 4 QZ W W Oh rw � 2 �I ON W 4 Q 2 2 n Q cm y0 o Q v O� 0Q 0 w WI j IX y a W y w to CO)Q U N W Orn 111 v �v w Z 2 a REVISIONS 1Q COUNTY COMMENTS 1 /18/19 Q2 COUNTY COMMENTS 4/22/19 0 COUNTY COMMENTS 12/06/19 ® COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE 1"=40' W Q Z O E_ W O C ; W J Q Z 0 a O 0 Ill O < GE m w m J Q FILE NUMBER 13.0124 SHEET 4 of 20 EXISTING 20' �• . PT ��ti.Qoa g1t PORTION ,-ACSA WATER Stq = 12+ So�c.n , SEWER EAS ENT EASEMENT 20. QO DB 5427 PG 181 6 f EXISTING PUBLIC 50' STORM GA p5\et �0 9 tiG (HA D AR r 0 Q �Q 5 N- SEWER EASEMENT Oo \ \ t�� 5 7 PG r "O La ee\ �ye� = s DB 1071 PG 495 (PLAT) \NGB�K 0 QtoP o5ote\oY 1� ' l \� 6 �G(1� N\ l DB 1071 PO 562 (PLAT) E �, See Oe z �y y O �a1ti St o � Prop. Ret. Wall 0� EXISTING 20' m I 3�0 7 6 0 d Max. Ht. = 5' ACSA WATER �tNa4 By Oth EASEMENT N 1a \ g O ° N �DO 15 MPH DB 5427 PG 181 I fir. SPEED w. I LP "�\`� E. •ING PAV T � ,� � Q\� \ 4 (SE�I 3) \) SIGN \ d� 1 \ Coi'yt Curb EDGE OF EASEMENTio \a/ net To \ I Exist\.\Cu% \ v 2' OFF OF Exist. r \ ,Y v 0 23 y,5 L\0 EXISTING BOUNDARY LINEi� A A t STRIPPING FROM TO � \ `\ \�� \ �/ bc!� \)� L°Wp S�' Od EX, STORM MH �. a \ �/� x ji / g TO REMAIN ❑ ❑ 0 a EXISTING 10' NEW TO = ❑ ❑ /� cp. m� S o © / / "�f,��.�nnect To'� A EXISTING 10' a \� \\ Lot 2�Sf �9x�\PRIVATE \ NEW TOP = 490.40' `i �O 4�o AF qQ • \ Exir�urb <�C� \ ACSA WATER P Wg1 ti6 LATERAL 54 RCP INV IN=476.16 /\ EASEMENT F EX. heat Handicap �y \ a �s�3 �� / �� DB 5427 PG 181 \�` \� t �1 / i DBS5427 PG 181 54" RCP INV OUT=476.10 541 pumps P 0' �,� R\ 1 %� 9 1\ Lg1q S i i 1 „' Park ing Y�� d\ �,�i� 2• / Signs ' / \ \\\\ r\ <" \� y°t13�Si // ! m 00 APPROXIMATE R \ 3'�/ �� \ ��No\� G 1g -EXISTING 20' PRIVATE- LOCATION OF �� '� \ 6 i / Spa` �\ of 5�' Oo 2 HDPE i' DRAINAGE EASEMENT i E F E7 f SEWER LATERAL ^ ` TO REMAIN oDB 5427 PG 181 1ti o a I ..fit°Q EXISTING PRIVATE O o 8"x6"TEE a tr91 LANDSCAPE EASEMENT 3 \ 8"GV4 t I (TYPICAL) 11 EXISTING PRIVATE STREET AND 0 - s O , o O New Property Line I I �B 5427 PG 181 06 S' PARKING ACCESS EASEMENT g l V Connect To 6'R pR 2 y EXISTING VARIABLE F N Exist. Curb EN \� 16 (SAME AS RECORDED VARIABLE es ; WIDTH PRIVATE J \� y°t S� WIDTH STORMWATER LANDSCAPE EASEMENT 1g EXISTING 20' ACSA 2 $P� 4 0 <" 5 2g MANAGEMENT FACILITY ACCESS /SANITARY SEWER $ I 1 DB 5427 PG 1a1 TMP� Q \ °t 1 EASEMENT DB 5230 PG 291 EASEMENT + n < 46—B4-7C v0`Z' oo�s\� \ 5 �g3 Si / i 1�1)13 5427 PG 181 S+ Q 31,828 Sf. LP - Ex. heat 0.73 Acre \. �. \ " Pumps �o L' �^,f ^o SEE Foy f v % ❑ Existing 1 F L� x Varia le Width 0 1-Story Brick Medical f s• C. 0 a Prti to Street ❑ Office Building F ❑ 12,424 sf a #1800 ° Q s g1 s 0 r Y Timberwood 24'--y �j a v Blvd. �\�\ \ r \\ PT S�l0+8 96 CK ` x o Cn d. c I �i\\ ��F 20 g G SE1BA ob°a a v 140' d ® D i y OPe Pac B a LEFT TURN z �d F 2c e'S x �* EXISTING 20' 2 110 f. P LANE (SEE 9 WARRANTS I ACSA WATER.- m � w ELEVATED HA \ EASEMENT '1 EXISTING T CROSSWALK 17 ` `iDB 5427 PC 181 ELEVATED SHEET 16) PRIVATE WATER �QSEE SHEET 18 \\\ I \ LP a.. plap• 5 one. CROSSWALK ,,. CROSSWALK EASEMENT Existing Public Variable v� FOR DETAIL p \ „ SEE SHEET 18 DB 5427 PG 181 x Width Stormwater �' O <a "£', 4"GV FOR DETAIL anagement and Access EXISTING 20` 11+00 = ACSA WATER I Reducer Lois Lane DUAL 4" EASEMENT �y EX4 .a I ^' — Variable ' YELLOW 10 DB 5427 PG 181 N m R PrivaROjr PROP 4"W DI CLASS 53 w w STRIPE, TYP I \ s CGl 12 II = — II w w w w _ w RO -- w 2 TlPE F L1------24 — ��— 18' Common Area gL W OF 53, f 315 S . Prop CG-12 1 \Q 76.9' onG Lead Walk LP 1.22 Acres $ Approximate Location 'C�Jjj ¢� i " to o m \ 24" DPE o ;, of Water oo > N a .. � EXISTING 20' PRIVATE c DRAINAGE EASEMENT Relocated1 to be EX. DI-3B a eco N h DB PG IG _ ROPOSED TMP 3.0' X5 �\ae�o\� m 1 4 ELOCATED God N I 15 MPH 5'B ILDING U IT B UNIT A WA R SERVICE I 46-B4—A y, / SPEED F UNIT E UNIT � UNIT C Lot 32 4'S 11,950 Sf. UNIT Lot 31 0.27 Acre LIMIT m I UNIT H UNIT G Lot 29 Lot 30 3,481 ZT 6,19fi Sf. Lot 27 Lot 28 3 339 Sf. 3,375 Sf. 4 ;< Lot 26 3,347 Sf. Lot 25 3,361 Sf + 22.5' BEND Q 0 S 5,617 Sf. 3,374 Sf. EXIS ING 20' PUBLIC DI TEST PIT TO v 4 P DRAT AGE EASEMENT PROP. 1 -STORY 2 v� 4 0 FIRM ACTUAL WG — • C- _ 2,3 J. O CA LS TO CENTER- ATERLINE OFFICE BUILDING 0U`� , CG12 �k��- s 1 5 I I EXISTINCSANITAR20' ACSA 27 PG STOP BLDG 'A' / FA ti LER OCATION SIGN LDG ' FDC R�o� � PSS� 4 \ I N EASEMENT — — — _ — — — — — — — 1_ �\ s DB 5427 PG 181 _ _ — _ _ EXIS 10' TRI— — — — 28, g• G� _ _ — .-BR AGE EASEMENT _ DI T PIT AXIM NU OF 11. ' X6 0 12 0 yae R FLEXIBLE — — — — — _ — D8 52 a G 298 (PEA ) 0' 11� 22.4 EM YEES= i ,y tis PAVEMENT s — — — EXISTING 10' 00 + GH ��o Sty EX5 CORE SAMPLE \ m / ' PRIVATE + RU 6'' o EX A te • i s 5� ' LATERAL rfof EXISTING PUBLIC VARIABLE WIDTH EASEMENT ..0 II n ose STORMWATER MANAGEMENT \s s 54 EW-DBi 5427 PC 181 o �. o� \ © e' Inv. Inv. Out=47�. E DB 5230 PG 299 (PLAT) s sg A 1 45.5 w 0 0 1 ., N EX. DI-3B FACILITY &ACCESS EASEMENT � Q 6" .T 8" �� 0 EXISTING ROOF DRAIN SERVING EXISTING \S \�S' \ E . ARBOR � - OFFICE TO BE LOCATED BY CONTRACTOR LAKE EX. INGR SS/EGRESS I e� \Remove all AND RELOCATED OUTSIDE OF PROPOSED s N se as EDGE 7 + 0 0 \� SAP nOFFICE BUILDING FOOTPRINT. \ es , ? ' Exist. Pond "ALL ACSA AND PRIVATE CONNECTIONS OF �QA I NG SE = 474.0 _ e Q SEWER AND WATER EASEMENTS ARE TO BE EXISTING PRIVATES vARIABLEABLE WIDT PRIVATE TRAI xist. 6"Ductile n r CENTERED ON AS -BUILT LOCATIONS. LANDSCAPE EASEMENT \ m _ EASEMENT Waterli \� (SEE NOTE 16) (TYPICAL) s �o/ DB 5427 POT 1 DB 5427 PG 181 \ / 20' STORM SEWER EXISTING 20' EASEMENT �" s ass medDT water line WATERLINE EASEMENT \ DB 1548' PG 299 Q only DB 2775 PG y EXISTING 20' S 4 t �\\ ACSA SANITARY FLW S Ex. 8"X 6„ TS STREET P�F \� (k E EXISTING LIGHTPOLE SEWER EASEMENT -1-4 DIG TEST PIT � V � �.\�' �J PAVEMENTDETAILTIGN DETAILE �� P��GO Q� PROPOSED LIGHTPOLE DB 1071 PG 562 DR 1071 PG 495 (PLAT) �\ S �s STING VARIABLE WIDTH PRIVATE CORE SAMPLE SHEET it Q� rL11 DB 1071 PG 213 (PLAT) {�$SyRH �p pry \ \ LANDSCAPE EASEMENT WIM \ � (TYPICAL) \ Exist. Water 10 EXISTING PARKING �� c'� s \S �1�5427 PG 181 Meter to Remain \ r ri� a EXISTING PRIVATE \S \ 20 0 20 40 60 STORMWATER MANAGEMENTRAVIIJym 1O \ PROPOSED PARKING Dustin E. FACILITY EASEMENT \ \s SCALE: 1" = 20' DB 5230 PG 298 (PLAT) Exist. Private Sprinkler 55833 64 \ s Eaesment DB 1548 PG 299 FOTETREET NAME SIGN (LANDON LN, LOTS LN) WILL COMPLY WITH REQUIREMENTS SPECIFIED fN ALBEMARLE $��9atoN8s�GUIDANCE TITLED ROAD NAMNG AND PROPERTY NUMBERING ORDINANCE MANUAL; REVISED 3/18/20. S 2 U � o U 2 vi W N Q N o L—I 2 Q ZO Q U o O Qj Jz O� JJ g W Lu o2 � w k > U� ON Q JZ 2N U 01) � cqW O Ina., a� M Wrc W oN� ira LL It ItQJ y WW wo I-J� U21 y, W Z rL Or- W 29) �IT �Lu w z o a REVISIONS COUNTY COMMENTS 1 /18/19 A2 COUNTY COMMENTS 4/22/19 03 COUNTY COMMENTS 12/06/19 ® COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE V=20' w az Z O w co > z z p z a 0 0 E. 0-0 o w 0 O Q Mr w 2W w m [D J Q FILE NUMBER 13.0124 SHEET 5of20 OP=507.48' , 54" RCP INV IN= LANDSCAPE PLAN LEGEND: ,0 54" RCP INV OUT 480.08' / sLTll of pl E1 r� AF — AUTUMN BLAZE MAPLE N \ / 1 `/ pp Dustin E. Greene N \ /` \ / \ Uc. No. 55833 QP - PIN OAK \ ti �, A�W+6d 11/18/20 Gti4� 20 0 20 40 60 \\ \ C gsZONAL $� iiiiiiiiiiiiiiiiiiiiiillillillillillillillilillm e�o\ f SCALE: 1" = 20' CK - 'HEART THROB' KOUSA DOGWOOD \0 ' \ PF Access 3 ' Easeme f Se GP CJ - CRYPTOMERIA JAPONICA \ \ ` rivaW/L Ease t \\ ` \ \ \ f EX. STORM MH 2C rit e / TOP=497.90' FO - FORTUNE'S OSMANTHUS \ �/ / `' 21" RCP INV IN=493. 21" RCP INV OUT=4 Q IG - ILEX GLABRA S� V C,1 /,- s f lb / 13 / / y°t 5�. EX. ORM MH 2B - e / 2 3, 6 "RCP I / N IN=488,85' / 1 �` 1� �/ RECREATIONAL EXISTING PLANTINGS CO 21 RCP IN / \ 3, i AREA 22115 SF O �.O / 1 / 1 PROPOSED LANDSCAPE EASEMENT a �� / j ose e's g \ Pcces\� ��' X Z T0pL-492.87' /\y\. 21 RCP INV IN=487.69' _ 21" RCP INV OUT 487.65' ENSURE VALVE IS NOT T0� LOCATED UNDER GUARD , SS \ = c� 60 \\ 2 X % 16, , NOTE: ANY PORTION OF T E EXISTING GRADING VNAIL BE 6 IS �'IL g� / O OP. TOP=49 . PF RECONSTRUCTED. INV IN=478.06' ��//�� 21" CP INV IN=485.18' DIM a -v i ratio z / / / / / / y°tg O 54' RCP INV OUT 477.70' w.ia>sw_ ��X / (DF/ / / of b �' / / 6, Sae / \ Type I Tmm CAS w w ,6 Prop./ yob# / — w 0 ° vy e� / 50 SF _ _ rc� ALA t. Ea �I 1 / 6 s It ` P G P lSee oe�`0\ � �\o''__ <s, \�� rop. Ret. Wall 308 SF G Lo. AD ti 9 \ �� O Con eI: To �J ,v,� GJ ne t To •, - G + h � � Exist. Curb `� / f � � i / ,\ 5 Exist. r _' = " ' � � �' c' � � �g0 5 5 0-'\� \ _ ` / / y920 SS• / \ \ \ EX. STORM MH CAU ❑ ❑ . / 1 2� / N W TOP = 490.40' 7x50=350 SF 0 ❑ ❑ op. \ _ Connect To/ PF d 5 "RCP INV IN=476.16' 1 `+b ' s v4 / Exis urb Q 91 / / / a " c EX, Pump at Handicap �%6 / s �15� 2 / / / Q 54 P INV OUT=476.10' 0Parking 0 �� 2� ®`\� 3R / PF Signs 0 0Q f \ 6 0 0•" . / y 13 SS / / �- / oQE F 5 E7 t.\ . \ R 4 y°t Si / / / Pp in' 50 SF i / 291 / / // / Q O Pri to i + a New Property Line yo 6 SS' / / / / ' dos Connect To \ Sryi' Exist. Curb TMP 46-B4-7C v - (�`o,/ t 51a S� / 2,594 SF 31,828 Sf. E meat 0.73 Acre o \ /\ ❑ ps Existing 368 SF \ `f a 1—Story Brick Medical ria RoOW idth Street ' ❑ Office BuildingADD 12,424 sf 113 SF a ❑ #1600 LONDON PLANE t 0 �F .- 12 Timberwood 24'--� ' �s f S P < v Blvd. TREES TO REMAINJrff':� i d a U o Cn V1 W W N a N Z ° UaZ-�Cr '° Q 'K W V1 2 o cWi > a V1 g COLC z W g Oy k W O V O N w Q 1Kz CO 2© tic aL? m (1 0 0 y� N rr� v W O pa O Qz OSh x�x 0Q O It cc CL W J I W LO y Cy Ho W °rn W �co v � W Z O o_ REVISIONS COUNTY COMMENTS 1/18/19 Q COUNTY COMMENTS 4/22/19 Q COUNTY COMMENTS 12/06/19 ® COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE a � j Z_ C7 z LL Cn > a 0 z w a Iz 0 ° J (� O < cc W m J a F_ FILE NUMBER 13.0124 SHEET 10 of 20 RESIDENTIAL LANDSCAPING TABULATIONS RESIDENTIAL AREA LANDSCAPING SCHEDULE Key Quantity Botanical Name Common Name Size / Cal. Canopy Total Canopy Remarks CANOPY TREES AF 1 21 lAcer xfreemanii 'Jeffersred' Autumn Blaze Maple 5' min 397 8,337 QP 25 1 Quercus palustris Pin Oak 5min 370 9,250 ORNAMENTAL TREES CK 1 16 1 Corpus kousa 'Heart Throb' Heart Throb' Kousa Dogwood 5' min 128 2,048 BROADLEAVED EVERGREENS SCREENING CJ 49 C marl& pica & cvs. C tomeria Ben Franklin 9min 123 6,027 TREE CANOPY CALCULATIONS RESIDENTIAL SITE AREA= 3.64 ACRES (PARCEL 7) 20% TREE CANOPY REQUIRED= 31,712 SF EXISTING CANOPY TO REMAIN: 3,946 SF X 1.25 = 4,933 SF TREE CANOPY PROVIDED: PROPOSED CANOPY= 25,662 SF + 1,168 SF = 26,830 SF TOTAL TREE CANOPY = 31,763 SF > 31,712 SF OK BIOALTER PLANTING SCHEDULE TABLE 310FILTER LANDSCAPING SPECIES Cal Size Shrub Ht. #1 CANOPY I TOTAL O River Birch (BN) ( Pin Oak (QR) Sycamore (PO) 2.0" 2.0" 2.0" 1 1 258 90 460 258 90 460 Total Trees provided 3 3 3 Spicebush (LB) 36" 6 23 138 Winterberry ('WB) 36" 6 14 84 { Spicebush (LB) 36" 6 23 138 Total Shrubs provided 18 1,168 COMMERCIAL LANDSCAPING TABULATIONS COMMERCIAL AREA LANDSCAPING SCHEDULE -(PARCEL _7A) Canopy Grand Total 26,662 LANDSCAPING WITHIN PAVED AREA: EXISTING AND PROPOSED ROADS/PARKING AREA: 31,799 SF 5% REQUIREMENT: 1,590 SF LANDSCAPED AREA PROVIDED: 8 x AF = 3,176 SF > 1,590 SF OK PARKING LOT TREE REQUIREMENTS 1 TREE PER 10 SPACES 74 SPACES PROVIDED TREES REQUIRED = 7 TREES PROVIDED = 8 OK Key Quantity Botanical Name Common Name Size / Cal. Canopy Total Canopy Remarks CANOPY TREES AF 1 9 jAcer x freemanii 'Jeffres Red' Autumn Blaze Maple 5' min 397 3,573 SHRUBS FO 13 Osmanthus xfortunei Fortune's Osmanthus 2' 99 1,287 IG 26 1lexGlabra Inkberr 2' 23 598 ORNAMENTAL TREES CK 1 9 1 Cornus kousa'HeartThrob' Heart Throb' Kousa Dogwood 5' min 128 1,152 BROADLEAVED EVERGREENS SCREENING CJ 34 Cryptomeria japonica & cva. Cry tomeria (Ben Franklin) 5' rrtn 123 4,182 TREE CANOPY CALCULATIONS COMMERCIAL SITE AREA = 2.23 Ac 10% TREE CANOPY REQUIRED = 9,714 SF EXISTING CANOPY TO REMAIN: 7,883 SF X 1.25 = 9,854 SF PROPOSED CANOPY= 10,792 SF TOTAL TREE CANOPY = 20,646 SF > 9,714 SF OK Canopy Grand Total 10,792 LANDSCAPED AREA WITHIN PAVED AREA: EXISTING AND PROPOSED PARKING AREA: 34,412 SF 5% REQUIREMENT: 1,720 SF EXISTING TREES: 2,789 SF > 1,720 SF OK 10 9.�1�[e11T�Yi■i:1;3�lill!li 1 TREE PER 10 SPACES 66 SPACES PROVIDED TREES REQUIRED = 7 EXISTING TREES PROVIDED = 9 OK PROPOSED TREES PROVIDED = 1 OK County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp 111-284-I11-297 for complete specifications) 1. The followine items &hall be shown on the Plan: I• Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; N Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. IN No grading shall begin unfit the tote marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor ran site. 4. Enuioment Operation and Storage: lC9 Heavy equipment, vehicular naftic and storage of construction materials including sell shall not bepermitted within the driplines ortmes to be saved. 5. Sell Erosion and Starmwater Detention Devices: 0 Such devices shall not adversely affect tees to be saved. 6. Fires: IN Fires are not permitted within 100 fee[ of the dripline of trees to be saved. 7. ToxicMateriels: ® Toxic materials shall not be stored within 100 feet of the driplineoftows to be saved. S. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building orgrading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: IR When the ground level Must he raised within the dripline of a tree to be saved, ones well shall be provided and a conat umion detail submitted for approval. 10. Tree Walls: IN When the ground level most he lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted far approval. It. Trenchinaand Tunneline: IZI When trenching is required within the limits ofclewing, it shall be done as far away from the trunks of trees as possibit Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder mats. 12. Clete N Protective fencing shall be the last items removed during the fecal cleanup. 13. Damaged Treea: 0 Damaged trees shall be treated immediately by proving, fertilization or ther methods recommended by. tree specialist. NOTE: IT IS THE. DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CONTRACT PURCHASER SIGNATURE (RATE) 5/1/06 Page t of I SET TRUNK PLUMB. SEE - PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS. 1-1 /2" SO. OAK STAKES - SET 180 DEGREES APART FINISHED APPLY 3" OF MULCH AFTER PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH WATERING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. REMOVE BURLAP 4 STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL �(�r►021 IN � TWO TIMES BALL DIA.(MIN) TREE PLANTING DETAIL NOT TO SCALE SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LI5T OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED. BY LANDSCAPE ARCHITECT. MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. PREPARED SOIL FOP SHRUBS SOIL SURPACE ROUGHENED TO BIND NEW SOIL SET SHRUB PLUMB. TOP OF FOOTBALL SHALL NOT BE MORE THAN I" ABOVE FIN15HED GRADE -REMOVE BURLAP FROM TOP 1/3 OF FOOTBALL -3" TALL WATERING BERM j1IN15HED GRADE NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. SHRUB PLANTING DETAIL NOT TO SCALE OPTION: WWF (4X4 OR 3X4) CAN BE ADDED BETWEEN P05T AND FENCE BOARDS IF ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. 8' O.C.; TYP. NOTE: FENCING TO BE CENTERED ON COLUMN. FENCING TO BE EITHER STAINED OR PAINTED FLAT BLACK PER LAND5CAPE ARCHITECT. i4 X G X G POST; I" WASH ON TOP. SET P05T A MIN. OF 3' IN GROUND. SECURE P05T WITH QUICK DRYING CEMENT (OR EQUAL). G" HALF -ROUND OR 4 X 4 P05T PLAN CAN BE 5UB51TUTED FOR THE 4XG P05T SHOWN AT OWNER'S REQUE5T. FENCE COLOR: BLACK O � O M PROPOSED WOODEN SCREENING FENCE KT.S. WIRED BACKED PROPOSED WOODEN RAIL TOT LOT FENCE N.T.S. LANDSCAPE PLAN LEGEND: AF - AUTUMN BLAZE MAPLE QP - PIN OAK CK - 'HEART THROB' KOUSA DOGWOOD CJ - CRYPTOMERIA JAPONICA FO - FORTUNE'S OSMANTHUS IG - ILEX GLABRA STREET TREE NARATWE THERE IS A COMBINED FRONTAGE OF 943' ALONG WORTH CROSSING AND TIMBERWOOD BOULEVARD. THERE IS 404 LF OF EXISTING STREET TREE BEING PRESERVED LEAVING 539 LF OF REMAINING FRONTAGE WITHOUT PROPER STREET TREES. 14 STREET TREES ARE PROPOSED. EXISTING STREET FRONTAGE 943' FRONTAGE WITH EXISTING 404' STREET TREES FRONTAGE WITHOUT EXISTING 539' STREET TREES NOTE: TOT LOT EQUIPMENT TO BE BURKE OR EQUIVALENT. TOT LOT DETAILS NOT TO SCALE ,yyo��$SyTS Op Dj�c O" fr rj --7 g s DustinE. Greene Uc. No. 0 55833 64 void 11/10/20 38IONAL 6tti 14 LARGE TREES REQUIRED PLANTINGS ®40' O.C. PER Z.O. BASED ON 14 LARGE TREES PROVIDED 1 SWING 1 SLIDE 2 CLIMBERS 1 BUCKABOUT 2 BENCHES U O U vj Z N Q N W a0 ZO Cr Q U a �° 'z 0 LIJ J 2 Oc >a Vi g ¢? py W W k >O U:� , O N W Q Z a "' m 00C2O C) CNI I O W� LA.? O� Ir OS. LL 0: ItO 4y wo (Ij o Or- L_ IJ g rn CM �z W % zo a REVISIONS 1� COUNTY COMMENTS 1 /18/19 02 COUNTY COMMENTS 4/22/19 0 COUNTY COMMENTS 12/06/19 ® COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE AS SHOWN w Q Q � z O Z VI _ z ) JOB Z w O Or Q m 5W Q G J FILE NUMBER 13.0124 SHEET 11 Of 20 Schedule Number Lumens Per Light Loss Syrilool Label Quantity 5 manufacturer Lithonla Lighting catalog Number KBR6 SOM R5 Description 6" ROUND BOLLARD Lamp ONE 50 WATT CLEAR E-17 Lamps Filoname 1 KBR6_50M R5.les Lamp 3400 FaCo, 1 wattage 72 0 O C�eXISt METAL HALIDE, VERTICAL 00 BASE -DOWN POSITION 00 '00 on 0.0 _D 0.0 'OA 5 LRhonla Lighting KVF2 250M SR3FL SQUARE AREA LIGHT, SR3 DISTRIBUTION, FLAT LENS. ONE (1) 250 WATT CLEAR BT28 PULSE START METAL 1 KVF2_250M_SR3F Lies 22500 1 288 B exist 0 .D,O ° MEETS THE'NIGHTTiME FRIENDLY' CRITERIA HALIDE LAMP IN HORIZONTAL POSITION no - - '0.0 0.0 0.0 a -a on '0:0 11 Uthonw Llghtlng KAD LED 20C 530 40K R3 KAD LED, 20 LED, 5301 MVOLT LED 1 KAD_LED_201C_53 3523 1 35 ❑ MVOLT KS mounted on 20' DRIVER, 4000K, TYPE 3 OPTICS 0_401<_R3_WOLT 0 SSS Pole WITH MOUSE SIDE SHIELDS. _HS.lee .D 0 0.0 - _ OA 0.0 00 -- 00 OA 0.0 0.0 -0.0 Cl 35 ELA Llghtlng MED14 WS HS 30LED WALL MOUNT MEDTTERREAN 30 1 AS.IES 1558 1 30 DSFG WATT LED 1558 LUMENS - 0,0 Do 00 '6.0 'o.b�- po 'Do 'Do ,� 00 00 on -Oo 00 '00 '.' 'on br 00 00 bn 0.0 00 Go 0.0 00 00 00 0.0 0' 1?T 'pC on 00 00 - n0 do D0 00 00 C1-34 03 'DA 'Oil 0.0 0.0 -0.0 "00 on -00 -or, CI.35 07 0.4 ''02 00 00 CI-33 Statisticsou 0.0 00 n.0 -0.0 00 00 00 1 .01.32 'O.a '0.2 '0.1 -0.0 00 00 C1-31 OC C0 00 00 no 00 00 00 01 0.2 0.2 01 'O,1 Gt 'DO 00 Description a • Avg/MinAvg/Min Do -00 cc no -0.0 -Do "au "01 'ol ll 0F, r,r. o0 0.0 "oo 00 Property Line + 0.0 fc 0.3 fc 0.0 fc N/A N/A 00 "a. "a.1 "o.+oo '0.0 '0.0 "0.0 D"o 00 o.o oo co 0.2 ho - Timberwood site �- 0.5 fc 12.1 fc 0.0 fc N/A N/A DO b.0 0.0 06 'D.o 1: �: CL9 "02 "OA D.o '0c '0.0 'uo Do b.0 u-45 00 -0.0 -0.0 -0.0 -0.0 Cl-7 'a's 'OA 00 0.0 0.3 OA 0.1 DC 0.0 00 00 C3-6 00 0o 0.0 0.0 0.0 0.0 0,' e2-30 04 0.2 0.1 0.1 0.2 01 0.1 'DO 00 Do o.e 00 C3-5 l;a -00 00 0.1 'Of 0.0 0.0 0.0 1:1A C3, 0.8 0.4 02 0.2 0.2 0.3 0.6 •20 uu O.o Ve Lb bo 'on "n 0 Do C1-19 On 00 ()a'0.0 00 00 0.3 'OA 0.3 00 0.1 11C�A 0.3 -T2 .02 -02 .0.5 C1-18 0 00 r� GV Luminaire Locations 0 c C1-2 t oe Location'Oo. 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IL tl� � Dustin E. Greene Uo. No. A 55833 44 ��,► 11/18/20 tidy 6 88tONAL �. I r+ U r�T••,14n l W N Q Ly Z QO Z@ U g 0 f > 0 '" O a Z r1 O J J J Q' 2 p to V1 C0 W ti o, W I R W _j cCv 'K CC 04 (CZ41 �to 2 aCO O CO Q 1� O cc to 11. O LL J I W to 1--� 4.2 2 O- I- o o� 2 y 'K 0� W Z 0 a REVISIONS COUNTY COMMENTS 1 /18/19 COUNTY COMMENTS 4/22/19 COUNTY COMMENTS 12/06/19 COUNTY COMMENTS 7/27/20 DATE SEPT 21, 2018 SCALE AS SHOWN w Ir Q a Z LL W > U) Z z p z a -Q' O 0 z D_ O E- C) W J O < a W W m m J Q FILE NUMBER 13.0124 SHEET 12 of 20 LIGHT FIXTURE D 1172122018 KAD LED 20C 530 40K R3 MVOLT HS OUTDOOR PHOTOMETRIC REPORT r-McuityBrands. CATALOG: KAD LED 20C 530 40K R3 MVOLT HS TEST d: LTL2604OP234 �� A/TMONAq A/OMlWIll TEST LAB: SCALED PHOTOMETRY TEST NOT ES: SCALED FROM ABSOLUTE TEST: LTL2604018 TEST DATE: 7/11/2014 CATALOG: KAD LED 20C 530 40K R3 MVOLT HS rESCRIPTION: KAD LED, 20 LED, 530MA MVOLT DRIVER, 4000K, TYPE 3 OPTICS WITH HOUSE SIDE SHIELDS. SERIES: KAD-LED LAMP CATALOG: NICHIA 4000K 70 CRT LAMP: LED LAMP OUTPUT: TOTAL LUMINAIRE LUMENS: 3523.4, ABSOLUTE PHOTOMETRY' BALLAST/ DRIVER: X1075C070VIOSDNYIM INPUT WATTAGE: 35 LUMINOUS OPENING: RECTANGLE (L• 7.68", IN: 5.88") MAX CD: 2,723.1 AT HORIZONTAL: 700, VERTICAL: 72.5s ROADWAY CLASS. MEDIUM, TYPE III Polar Candela Distribution Isofootcandle Plot 2,800 TOO- 170s 111 ISO' 1400 5 4 3 2 1 0 1 2 3 4 2,333 130s 4 1,867 1 0 1,400 3 133 110° 2 467 too- 0.00 900 1 467 933 � 70s 1 ; 1,400 �..j $a- IM7 2 2,333 50° 3 2,000 VA: 00 100 200 300 40° ■ - Max Cd: 70° H 4 ■-OOH -90°H 50 ZO fi --Ifc ■tofc ■0.5fc ■5fc ■0,1fi ■5o%max cd Distance in units of mount height (20ft) --- Max Cd `TEST BASED ON ABSOLUTE PHOTOMETRY WHERE LAMP LUMENS=LUMENS TOTAL 'CUTOFF CLASSIFICATION AND EFFICIENCY CANNOT BE PROPERLY CALCULATED FOR ABSOLUTE PHOTOMETRY VISUAL PHOTOMETRIC TOOL 1.2.46 COPYRIGHT 2018, ACUITY BRANDS LIGHTING. THIS PHOTOMETRIC REPORT HAS BEEN GENERATED USING METHODS RECOMMENDED BY THE IESNA. CALCULATIONS ARE BASED ON PHOTOMETRIC DATA PROVIDED BY THE MANUFACTURER, AND THE ACCURACY OF THIS PHOTOMETRIC REPORT IS DEPENDENT ON THE ACCURACY RACY OFDATA PROVIDED. END -USER ENVIRONMENT ANDAPPLICATION (INCLUDING, BT NOT LIMITED ,VOLTAGE VARIATION AND DIRT ACCUMULATION) CAN CAUSE ACTUAL PHOTOMETRIC PERFORMANCE TO DIFFER FROM THE PERFORMANCE CALCULATED USING THE DATA PROVIDED BY THE MANUFACTURER. THIS REPORT IS PROVIDED WITHOUT WARRANTY AS TO ACCURACY, COMPLETENESS, RELIABILITY OR OTHERWISE. IN NO EVENT WILL ACUITY BRANDS LIGHTING BE RESPONSIBLE FOR ANY LOSS RESULTING FROM ANY USE OF THIS REPORT. 1 LT1.2604011i PUBLISH VISUAL PHOTOMETRIC TOOL PAGE I OF 4 11/2112018 OUTDOOR PHOTOMETRIC REPORT CATALOG: KAD LED 20C 530 40K R3 MVOLT HS KAD LED 20C 530 40K R3 MVOLT HS sill"McuityBrands LCS Graph 401,6 UH 1%-1800 Olm 30°/ 0% 20% 10% UL 90-100° UL 90-100° 0Im 0Im 0% 0% BVH 80-90° FVH III 5,7 Im lei 44b In, 02% 13% BH 60-800 FH 60-800 127.9 Im 1422.E Im 3.6% 40.4% BM 30-60° FM 30-60° 247.9 Im 1266.8 Im 7% 36% Back Light BE 0-30° 00 FL 0-300 Forward Light 141.2 Ina 258.71m 4.2% 73% Scale = Max LCS % "I Trapped Light: 0.11m, 0% 1 ILTL26040P234 IL.y VISUAL PHOTOMETRIC TOOL http:t&~.visual-3d.comnoolsfphotometricWeweddefauft.aspx?Id=101101 1/4 hdp:/Avww.vi3ual-3d.conUoislphotomeMaiewegrbfouR.aspx?1&101101 D-Series Catalog N°mbar LED Bollard power al■ isghtmg faces desar Ies Introduction The D-Series LED Bollard is a stylish, energy - saving, long -life solution designed to perform the way a bollard should -with zero uplight An Specifications optical leapforward, this full cut-off luminaire will meet the most stringent of lighting codes. Diameter. 8" Exhund H The D-Senes LED Bollard's rugged construction, Height: 42" durable finvid ish and long-lasting LEDs will proe years of maintenance -free service. Weight 9 7Ibs 2 (max): nos ayU �DJ • EXAMPLE: DSXB LED 16C 700 40K SYM MVOLT DDBXD DSXBLED DSXBLED Asyrnmealc 12( 121 Symmetric 16( 16LEV 350 350 mA 450 450 mAM 530 530 mA 700 700 mA 30K 30MK 40K 4000K .%K 5000 K AMBPC Ambelphosphm mnveted AMBLW Amberlimled wavelength" ASY Asyrinni SYM Symmenm MVOLTs Shipped Installed Shipped Installed DWHXD White 1Ps PE Pfardlecmc SF 51nglefu:e Dtl Natural 208, cdLbuttor, (120 277, e aluminum Alltype DMG blur DF 34 1 DDBXD Uarkbronze 277s mil ruing diner (38,2DouTuse 7 (208, 240U)' DII NacK (noc9rldii) H24 24"overail lght DDBIXD Tieurel dark 3474 D W Emegerlry 30"ovaall height bronze IH30 hKILI H36 36"orelalhbht DBiBXD Totaled FG Ground fault black festoon outlet DNATXD Twured L7AB Wlthuutanchor nawral bolts aluminum L/AM 4 ball ei nhthare DWHIXD Tanued wl0mutanchoi I while Accessories od0e3aiwsnp,0dseparaeN. NOTES MRAR II Anmm 1,11% Im OSXA° t Only avalaribe 12C, ASY version. ' Only, aeroblen the lam, SYM vision. 3 Only onsublewith 450AMBLW version, a Notevalabavelh UL, 5 mvgLTdioa onwouss an anylidrag Gem 120.27yV(soon HE)So fy 120, 208240 277 pd onTwhennde-mg with Ns n9 f6, DFo r n). or ph acoarchl(Pic ov,m) 6 Not avelablewith 3474 Not mailable with Long. Not avalable with 490 AMBLW. 7 Angleivw(6F)re9mres 120, 271, or 347 whage option, Double fuss(DFt r,nov209 m 240w,It,e apron. it MRABUnotmaaeGlewin UAbiroon. OF. L/TXOAil One Llthooia Way • Conyers Georgia 30012 Phone 800.279:8041 Fax 7709181209 NAw" jM". G2012-2014Auu, Brands Lghtng, Inc. Alinghurnovinid LIGHT FIXTURE C-EXIST PUBLISH PAGE 3 OF 4 a. Avhrd vevrbmaoea�map dHermaareadt otmdussnemnorvnmtenda�lnetm Axmiel watts emaddlflerm r&maatm bissawan12D480V«I1036, betokranosellowm'hat, hOhdrrg Fasts. y pP a r M• %whal°P s OEM .150 16 TS 45 1 0 1 M9 56 1 0 1 953 1 60 1 1 0 1 Arymaeck tat 22 915 45 1 0 1 1,239 56 1 0 1 1,334 61 1 0 7 3 EI1]IIeS (72 LEDs! 700 31 1y63 41 1 0 1 1,588 d 1 0 1 1a12 55 1 P fthec4Y0 16 ter 22 1 0 I 35C 20 923 46 1 0 1 1,161 56NI 0 1 1,251 O 1 0 1 Syrnit 530 23 104 46 1 0 1 1,603 570 1 1,726 fit 1 0 1 401 (16 CFOs) 700 39 1,634 42 1 U 1 24SS 530 1 2,215 n 1 0 1 Aabai 450 70 09 21 1 0 1 Note: Available with phosphor converted arribe r LED's (nomenclature AK48PC) These LED's bbo due, light with 97+%>530 rim Output can be caleu lated by applying a 0 7 factor to 4000 K lumen values and phntometrlcfiles. Projected LED Lumen Maintenance Electrical Load Diniteceres,evi ih t2p9lsted mminralM pKfeW°ns h i,hechaanrme rate ins 25e amblam sexed on 100.'w heursef LED mong(teetedom ESNA LIVIA(08Mud 120 " 240 277 347 pplecedp IESNANA21-11). omm 350 16W Oise U118 0.ii4 him 01ni To cdculate LL$use the lumen rnemtaiMnpe factor that wnesponds to the desired number S30 22W 0.7➢ 0,146 ad36 0,128 r1116 ofopaat,hoursbelow. hr othsr lumen mantmmce vdues,cm�eci haory, 12c ® ver nW 01?1 0.120 oils 0110 Maus n 25,OD2 50.000 1CU,edO Pm35 95D 16Wsaw 0197 n.i4U o.ii5 Ui14 0JW 350 20W n.i?i 0.137 8138 0,121 Otte ® 1:W 01% 0.97 bass 16C San 28W n282 0.118 1,62 4148 )m 700 new 0385 0231 e07 ails sun Arnbe,450 20W 0191 0.139 0.130 R123 0.ne - 4 • to see complete photometric reports or downlosd.iee files for this product, visit Rhonia Lightings D Series Bauard hamepege. Isafootcandle plotsforthe DSXB LED 70040K Dlslances are In units of mourmng height (3) LEGEND s, 3 t i o _1 d s a s 5 4 a x l a -, ] e 1 S tz 0.1 Is ■ fc .0 1.O k i - s ■ 3.0 k i o ■ 6.0k : v sine ew '_ FEATURES & SPECIFICATIONS INTENDED USE ELECTRICAL The rugged n true* on and ma,invirom,ei-fmi, performance f the D-genes LED Light engines consist of hlghzfflgcy LEDs mounted to metal core arcuit Bollard is ideal for illuminating building spirsovets, walking r ti and pedestrian b.aud,to maximize heat dissipation and promote long life(L95/100,000 hours plazas as well as any off er location requiring e iowm t,ng-h aiaht llghtsz5urces. at 700mA at 25'Q. Class electronic drivers are designed for an enpected life of100,000 hourswlth <1%failure rate. Eleargl components are mounted on CONSTRUCTION Orm,me6-inch-round extruded aluminum s haftwrth thrcksidewallsfor eMreme aremnvable powerIIa, durablity, and die-cast aluminum reflect. r and top cap. Diecast aluminum LISTINGS mounting ring allows for easy armishng.v'nn uneven areas and full 360-degree CSA securedt-US. and Oaradian standards Light argnes are IP66 rated, rotation for precise alignment during mnallation. Three th"x 11"anchor bolts Rated for.40C mmmum ambition Cold-weatherem.,mruy battery backup wnh double nutsand washe,sand 3-5/8"max. boh arch templateensurestability rembfor-20°C minimum ambient. Overall her9 htis42"standard. Gets nLi htsC n ortiumd0 DLC.qualified odu t Not all versions n{this 9 9 lep FINISH product maybe DLCquaGf ad Plaechackth DLCQualfsi Products ListaY Exterior parts are protected have uric -infused super durable TGIC thermoset 1 1 11 t 1n to cunt run wf ch vacs ens are qualN ed. powder coat finish that provides superior resistance tocorrosion and weathering WARRANTY for maximum retention of gloss and luster. A tightly controlled multi -stage process Five-year limited warranty. GompleEvaarranryterms tented at. ensures a minimum and thickness for a li that can withstand the elementswit- OPTICS cracking or posting. Available in botht turedand noritexturedfmishes. Nets: Saecrflationssub e¢to chap ewrcho tat note g e. Two 0% uplight optical distributions are available: symmetrical and asymmetrical. IP66 sealed LED light engine provides smoothly graduated illumination without uplight. Light engines are available in standard 4000 K (>70 CHI) nr opbonA 3000 K (>80 CRI) or 5000 K (67 CRO. Limited -wavelength amber LEDs are also available. '. Li7wa/1///f One Lltmous Way Economics, Georgia 20012 • Phone 800279,2041 • Fax 770918.1209 .. ...i DSXB -LED UON"DvG. 020122014Aahysr dsngmins, Inc Alimnatreeeread. Rev 7114714 314 0 AL 11111111 ■ I� l�AIIIIIIIIIIIIIIii Environmental �m ■ ■ Ar Orderini Mali x -m � ■_■ /- for Architecture, Inc. Mediterranean - MED _P� Almk- Environmental Lighting for Architecture, Inc. 6. Voltage Matrix a: 120 a 208 240 277 . 347 480 . Description: 120V 208V 240V 277V 347V 480V Only these ro4ages we airshow win LED 7. Lens ill L!� _ so stakes CG Clear Glass FG Frosted Glass SG Seedy Glass OF Opal ACryli ' DSFC ccnsae tw-wy rot asm, r >. CA* Clear Acrylic FA' Frosted Acrylic SA- Seedy Acrylic (Carle Skies) , . wwma. curios. CP' Clear Polycam. FP• Frosted PDlycam OSFmis%d Gl B. Color Powder Coat Finish Hand -Applied Finis, Matrix a Description Matrix he Description Matrix a Description AG Augustine Green MG Malaga Green CH Cracked Hide GY Architectural Grey MN Midnight LV Light Verde CC Charcoal PW Pewter OR Old Iron CY Clay SS Sand Storm R Rust 08 Dark Bronze Set Statuary Bronze V Verde HR Harbor Blue VL Village Green 9oees: HP Hammered Pewter W White ¢lack -.I- :alas 9 Options N 1. a9r, option 6 evallaala Ia MClaeLaflf ear Iampanly j 2 Tent6ulloa 1pc9ber sheN •iwe viepai,ly fa ^'•' leehrl9 an elY Camiir: te<Icry mr - e+awmentlptaee,. Matrix e: eau PCB TB HSS tmoto4tli op6aas: Description. Battery Backup Photocell Station Termnal Block House Pnowro4 a Mvavade.m 1201mv slab van Side Shield satellites mCerace, rely files ipiN [roof MCarl sprtiywnenorub, Mons, Fixture Ordering Example: r4 t_ll c M ED/141CAN51100M H 1120/FG/CY 1 2 3 4 5 6 7 8 9 Fixture I Size I Mounting I Optics I Ballast / Voltage I Lens I Color / Option MED 1 14 1 CA I V5 I 100MH 1 120 1 FG I CY / - rredne-enear 14 Ocaa<v- Fd..° vm:i•:al raa5 1[G'Assu Mena-. Is IPa van, Fromev cares '.'.lay - Fixture Ordering Form: 1 2 3 4 5 6 7 8 9 9 9 Fixture / Size / Mounting I Optics I Lamp 1 Voltage I Lens / Color I Option I Option I Option 1. MED I / I 17691 Amnlh Ave., City or industry, CA 91748 • (800) 423A561 • Fax. (626) 965-5494 - sverv+eta-hghbop con - info@Oa4iglrGng con medllemanean-apec • Page 3 11/21/2018 LTG RSCH LAB: 888-64 OUTDOOR PHOTOMETRIC REPORT ",�Mcuityerands CATALOG: LTG El LAB: 888-64 MANUFACTURER: DESCRIPTION: LTG RSCH LAB: 888-64 NO LAMP OUTPUT: TOTAL LUMINA[RE LUMENS: 1558.2, A650LUTE PHOTOMETRY ' INPUT WATTAGE: 30 PIKI[D LUMINOUS OPENING: VERTICAL CYLINDER (DUI : 13.38", H: 13.4w) Available MAX CD: 770.0 AT HORIZONTAL: 900, VERTICAL: 6750 ROADWAY CLASS: TYPE VS Polar Candela Distribution Iseftlotcandle Plot 780 180° 170° 160s ISO- Islas 5 4 3 2 1 0 1 2 3 4 650 1300 4 0 120. 39^ 0 3 260 110° 2 1� 130 100° 0.00 909 1 130 80° 0 0. 0 39700 / 0 1 Ego 520 2 650 SO° 3 790 VA: Os to- 20° 300 400 ■-O°H 4 -90'H s021)fc i Ifc ■tofc ■o.sI ■5fc 00,1 fc 050% Max Cd Distance in units of mount height (20ft) --- Max Cd 'TEST BASED ON ABSOLUTE PHOTOMETRY WHERE LAMP LUMENS=LUMENS TOTAL. 'CUTOFF CLASSIFICATION AND EFFICIENCY CANNOT BE PROPERLY CALCULATED FOR ABSOLUTE PHOTOMETRY. VISUAL PHOTOMETRIC TOOL 12.46 COPYRIGHT 2018 ACUITY BRANDS LIGHTING. THIS PHOTOMETRIC REPORT HAS BEEN GENERATED USING METHODS RECOMMENDED BY THE IESNA. CALCULATIONS ARE BASED ON PHOTOMETRIC DATA PROVIDED BY THE MANUFACTURER, AND THE ACCURACY OF THIS PHOTOMETRIC REPORT IS DEPENDENT ON THE ACCURACY OF THE DATA PROVIDED. END -USER ENVIRONMENT AND APPLICATION (INCLUDING, BUT NOT LIMITED TO, VOLTAGE VARIATION AND DIRT ACCUMULATION) CAN CAUSE ACTUAL PHOTOMETRIC PERFORMANCE TO DIFFER FROM THE PERFORMANCE CALCULATED USING THE DATA PROVIDED BY THE MANUFACTURER. THIS REPORT 15 PROVIDED WITHOUT WARRANTY AS TO ACCURACY, COMPLETENESS, RELIABILITY OR OTHERWISE. IN NO EVENT WILL ACUITY BRANDS LIGHTING BE RESPONSIBLE FOR ANY LOSS RESULTING FROM ANY USE OF THIS REPORT. s . VISUAL PHOTOMETRIC TOOL PAGE 1 OF 4 h8p:l/www.vistatil com4eolslphotometdcvieweddefault.aspx7sesslonid=926802 LIGHT FIXTURE B-EXIST 114 Ordering Mali is Mediterranean - MED 1 2 3 4 5 6 7 8 9 Fixture I Size I Mounting I Optics I Ballast i Voltage I Lens I Color / Option MED 1 14 I CA I V5 I 100MH / 120 1 FG i CY I 1. Fixture: MED t1, 14" -.1 - 17 - r- 2. Size 14 22.112• 28" nl 34-172•� I Matrix a: 11 14 17 19 Description Notes- Max Wattage 1DOW Max Wattage 15OW Max Wattage 40OW Max Wastage 4GOV, EPA. 1.6 1.6 2,3 3.0 Weight: 12 tbs. 18 lbs. 301bs. 401s. 6 3. Mounting f w 1 PI.". aon4rJl fineyra °Me, meries" oPtero Matrix a: CA CP SP PT WB z Herren praavr9 Peat Test. If. sosn7y Description Cross Arm Chain Pendant Stem Pendant Post Top11 Uracke new, see 4. Optics Vertical 41. pt �� er L Matrix#: V3V5 Description TYPE 3 TYPE 5 HHorizontal Per .y Matrix a: H2 •' H3 Has •• `) H5 li Description: TYPE 2 TYPE 3 TYPE 4 / TYPE 5 Gae - a:erxmr mo. Iva. 111 Snarl -7 arc -a anl'i. Matrix #: Notes: ,. n warm M bearel aveMola 7a S3 aV N wen MH lamps 2. a M Macau. MMled CoMmNlfacesry 4 Fdsremratoa,. FIM MILD Mr° 14 In. IS la -' Fos MED ere t7 ratio slats 19 ,Kilo MLD N!a 19 RIM Pulse Start Metal IIalider High Pressure Compact LIED Induction Induction Induction Metal Halide Sodium Fluorescent Sugar Type Tubular Type Circular Type (Watts I Type) (WallI Type) (Wails 7 Type) (Watts I Type) (Walls I Type) (Watts/Type) (Watts I Type) (Watts 7 Type) SOPSMH SOMH SOHPS III SSLED' 351E • • 40IT •• 40ic •• 70PSMH 70MH 70HPS 26CFL BALED • 55i8' • 701C " 100PSMH T6 70MH IWHIPS • 32CFL 75LED - 8518 -• • laic •• i50PSMH , 1001MH I SOHPS • 42CFL BSLED - 1001B ^ 175PSMH - • T6 IStall 200HPS " is 57CFL 95LED - - VT101B " 20OPSMH ^ 250MH •• 250HPS" 80CFL • �e C sO L .IGSiB'• •• 250PSMH " 350MH •' 86CFL H 2004B" •• 320PSMH ^ 40OMH - � Incandegcenl 2501E •• 35OPSMH " 40OPSMH '- (Watts I Type) INC 4.7891 Amble. Ave- City of Industry, CA 91748 • (800) 473.6561 • Fax: (626) 965-9494 • weew.elar4ightng.00m • into@eta-,gnpng.com medlterranean-spec • Page 2 1112112018 LTG RSCH LAB: 888-64 OUTDOOR PHOTOMETRIC REPORT I ity8rands. CATALOG: LTG RSCH LAB: 888-64 LCS Graph 28% Lai 100-180° 2.81m 21 °k 14% 0 UL 90-1000 o UL 90-100° 92 Lars 9.2 Iran Oath% D.6% BVH 80-900 - FVH 80-90° 28.7 Im - 24.3 Im 1.8% 1.696 Eight60-80s FH 60-800 4303 kn 407.91m 27.6% 262% BM 30-60s FM 30-60° 273.41m 283.E Im 175% Back Light BE 0 8n 00 FIL 51.1 300 Forward Light 3% 3.3% Scale ow Max LCS % ') Trapped light: 0.61m, 0% - VISUAL PHOTOMETRIC TOOL http:/lwww.visual-3d.cDnVtw[Wphotomettiwiewer/defauft.aspx?sessbnid=926802 r�3o{4$�yTs of pj�cuti 6 fN Dustin E. Greene Ul No. 0 55833 L1a� y� �assONAL tI/te/zo �6ti{�' I 314 a e U � � t� o rTl 1„ N ❑ WU Q ZO Oka -0 U aZ % > LL Ooe0: Lul Jz > a V] 2 ii g .4R Q C4 W L11 O �1K F ON w �? a U Ora eQ V LU Ox7 M W � aN 0 LL LL It It al Lu y -J Lu to Uo �w1K Z O or A W 2 V 1--1 I� 2 M �, It O/ 2 Z O a/ W ® a REVISIONS 1� COUNTY COMMENTS 1 /18/19 02 COUNTY COMMENTS 4/22/19 03 COUNTY COMMENTS 12/06/19 ® COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE AS SHOWN Ir Q Q E- D z O IL CY 5 � LL / /) z z L) Q O o z O 0 p uI a Q O CE < 1:2) I� wr'1f'9 z E-1 L Q a F_ FILE NUMBER 13.0124 SHEET 13 of 20 Ir 20 515 510 505 500 495 490 485 480 475 470 465 510 505 500 495 490 485 480 475 470 465 460 9' N 0 9_1 � � FLW l E l r l C-1-6 nG m� I OMB.-1 5-2 1 cco °_ o yp 11 ll m n FI- N U) N- b � I co 0 z w M o X � XIS T.UKAUtma - - - - - - PROPOSE$GR�_ - - - - - 91.561-8 SAi�28VC 2, - 59 --t8!-Ct1 .19 = 8" SDR=28 it Q M . 3X PROPOSED- -HDPE-STORM - _3C �3#33.18 INV.TA - 486.50 N y a o �p v !2 o ILL It 00 p ..i It '.n o STA-,l +7L-33 C F1Q . �94 v v- _ w O in o ro ° "n' a05 toz row_ to �'t 00 na IL Qz ° inzz,> C): .: tnz_ o z Ir �>> 71 09 z , Nz� 9 50 10+00 11+00 12+00 13+00 14+00 15+00 SANITARY SEWER PROFILE STRUCT. E-J HORIZ. SCALE: 1`30' VERT, SCALE: 1"=10' OE x it00� L 4- nw '1 N a o -GBADE- F -- STA-it+94j36 ------------ ENV =494.A1 PROPOSED 8"-DI-WATERN STA.=10+23 06 INV.=489.00 STA 11+0t.8t WY -=492.00. , PC 0454T O uG MAN 0 00 LV om to 0 IF z �z F-> N_ j �» V)_z 50 10+00 11+00 12+00 SANITARY SEWER PROFILE STRUCT. FLW C-1-5 TO E HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' Nyloplaet 15" Drop In Grate Inlet Capacity Chart 520 510 515 505 510 500 505 495 500 490 495 485 490 480 485 475 480 470 475 465 470 460 465 460 455 450 94 ncni% nA nB 520 515 500 510 495 505 490 500 485 495 480 490 475 485 470 480 465 475 460 470 455 465 450 94 460 nA A-1 S N 2 mm -. . r ui iM O O EXIST. GRAD - - - I 635` 2"W,0 1.12% Ili v n I O nn u + -lI az z Ir rn 150 ss fir_ to > _ 10+00 11+00 SANITARY SEWER PROFILE STRUCT. A -Al HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' :E:_ MISSION=® 0_-_ _ C J;A1111.9rilel:hU1�� hlrlgt:S1C5�� ■.� � �_ MOMMEMSOM M.SIMMONS NIMMONS �MAP=3 il� i� HIM -MR .1 loss ill MISSION:��.- �� C�NIMMONS `l1ar:�. �t ,T[I•IQ.:li,1i��3rkT= ��1�.=,y. MISSION En • • F n . �% SIMMONSSIMMONS ` ® 0 n .n 1 1 1 / 11 11 // z�5 20 1.75 Utility Notes: ,J% ,25 Minimum Cover Over Watermain: 3.5' Q = 1.09 cfs Minimum cover over Sewer Main: 3' +-N STORM INLET 10 Minimum Separations: 1.75 Q = 1.09 cfs Sanitary Sewer & Waterline: 1.5.' All Other Utilities: 1' os1 125 *Contractor will be required to submit for review and approval a bypass pumping plan to handle sanitary sewer On flows along the 18:-inch sewer main. 1.01 6.15 1.10 4.15 120 025 1.31 0.35 041 0.45 051 0.55 OM 1.05 070 0.75 IlA 1.15 091 1.05 IA US IIAI Depth = 0.28 ft Heider ACSA will not sign off on building permits for Lots 1 and 2 until the existing sanitary sewer main has been properly Nylopplasl abandoned. 31SVemnaAre -Bufxd.GAJ05l8 (866) 8"791(770) 932-2443•Fa. (T70)932-2490 C Nyigp Inlet Caparay Chain June 2012 MH C-1-6 Will nee to be replaced during construction. ACSA has determined that the additional pipe will result in a 15" Drop In Grate Performance Chart structure that is not stable. SANITARY SEWER PROFILE STRUCT. EX1-1) HORIZ. SCALE: 1"=30 VERT. SCALE: 1"=10` 1 1 30 .1 91 HORIZ.MIR ME ME m I IN IN IN IN IN 1 1 / 10 20 30 1 520' 515 510 505 500 495 M 485 480 475 470` 465 460'. 455 450' 500 495 490 485 480 475 470 465 460 455 450 syTH op Dl.P o � Dustin E. �Greene Uc. No. A 55833 b4 "o d987oxe3. cpo U y o O CO m¢ 11, N Z Q� ZO W C)0 U OEr a10 " >° 0 e Wz CIO Z 06 > Q C/� g CC 2 w g LL1 ci8` Ue ON � 2 O co 0 < V- CO V W , �2 ON c rr----�� It cc-JI 1L W CO W Q O H-+ V r^ rc z r Or- U_ �v C) �W W Od a/ % REVISIONS Al COUNTY COMMENTS 1/18/19 20 COUNTY COMMENTS 4/22/19 30 COUNTY COMMENTS 12/06/19 ® COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE AS SHOWN W Q Q z W C) 0 0 ; � 04 0 z 04 Q 0 W w a- 0 p > w J Cf) Q CE W H m QW FILE NUMBER 13.0124 SHEET 14 of 20 �n HW ` 5) EX2 El G 505 5 6 60A 50,. 515 510 05 00 95 90 85 80 75 70 65 60 55 50 9+ 3 o0 _rn -aoN O E N W cir , _ �W Epp_ W rn w Q � O- II o O Q W �- n 3 N W _ X Z Z N 07if - (40 W I X I PROPOSED GRADIE -- EXIST. -GRAD �I - STArt4f8T32 1230,-EX-_RCID-0 09_4% n ,0"+ 143.76' - EX 54" RCP-01.27 - -' 8K14°°-U 28% N .-. ®a X- _� - � Ic 92 N't to N - II 't't O •rr< 42 n-n oMfn Qn_. 1" O ��n� o f .-_ o Ia-t IE 11 11 o_z z - - z z 3 _ Z I Ir p _ ss> z2Z- -__ z I U) -> z-z-z U) s z z 50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 500 495 490 485 480 475 470 465 460 455 465 STORM SEWER PROFILE STRUCT. 5-6A HORIZ. SCALE: 1"=30' 460 VERT. SCALE: 1"=10' r 30 0 30 60 90 455 �_ e �� or Dustin E. Greene HORIZ. SCALE: 1" = 30' Lic. No. 450 .e 55833 bb 10 0 10 20 30 46r 11/18/ZO tib4' EXISTING STORM SEWER PROFILE STRUCT. EX1-HW d9810NAL VERT. SCALE: 1" = 10' VERT. SCALE: V-10' n EX7 11 12 13 14 n 515 EX2 07 8 9 10 515 500 2 3A 500 1 505 495 490 485 480 475 470 465 460 9 CS ! PROPOSED 4" DI W/L EXIS'1•. GRAD€-- TA_ 10+17.50 INV o r--PROPOGRADE 0 o-o N �� N O DD N_M_17 W 0 _000- N 0O t 00- o+ut -t R Qz Z i p E> UN-9 9 N Z 9010+00 11 +00 500 495 495 490 490 485 485 480 480 475 475 470 470 465 465 460 455 9 o N_W l� x c0 O N 00 O � n CD_ Wa W, M r00 00 Z_ - Qr - � - 3 O Or OW of �' � �' � nor o� }. Z N. Q N Q rY r. Z40 J N Z Q r Z U1 EXIST. GRADE- - HGLUKE - - -- - 61:12`-12` HDP - - 62% j RCP 0 0.9 % 17.77' - 12' RGE 63.65' -42" 25 - HDPE 0 1.41% - PROPOSED GRA 9 - 12° - 0 o" O v co o 0 O _ , ++ 't E 0 II o. a- aO _II. a N + Nn N 00 m OOD II - T +IF d- 00 �- JI. �ZZ ®- - IOZ noz Z Z N z-Z no_z N.Z.Z no- 9 V z. 75 10+00 11+00 505 510 n 1A 1B 500 495 495 490 490 485 485 480 480 475 475 470 470 465 465 460 II-®i III-�-z000l E-- E ��!r�T�r1CI:Pli� 1 11 5 495 500 490 495 485 490 480 485 475 480 470 475 465 470 460 465 455 460 9 515 500 510 495 505 490 500 485 495 480 490 475 485 470 480 465 475 460 470 455 9 rn N w Os W U w l+J °� W U w C '"� Lri ZV II { a Al-n 0 I tea- JL. <- 3 ± II 11 Do m Fn UKAu HUMA-- EXIST.. GRADE- - 89.88_- 5�IDPE HGL_UNE HDPE-® N �m a m -- ` 0 0 N r7 O n l'7 .- .t ro M 00 O �aDn -M �N Cq 00 - o+ -U 0 8 + II II_ 0999 z z If >s> -N a z II U7 a > z zl 50 10+00 11+00 04 cV rri - fY �F rL n-n I ucl� o} i Of 11 d- 0 0- or o} 13- In OPOSED GRADE - - X1ST. GRADE P ---161 ---- - _ 127 NDPE ®3. x 1.2'. -- -- 8" PVC SAN. SEWER STA.=11+00.26 EXIST. n W--.moo m �0 CV-U_U_ L. U_ 0 O G� O O't000 ++ n O OM r'^ Il a a+ N o1 W `t OD U)st III ++ N N _ ONO II I O + O O µ000 II I QO .- uozzuoz r>>><» ujZZ ZN noz < ZZ- NZZ > naz r>"> yzz j o > N- 50 10+00 11+00 12+00 STORM SEWER PROFILE STRUCT. 2A-2 HORIZ. SCALE: 1`30' STORM SEWER PROFILE STRUCT. EX7-14 STORM SEWER PROFILE STRUCT. 1A-1B STORM SEWER PROFILE STRUCT. EX2-10 VERT. SCALE: 1"-10' HORIZ. SCALE: 1"=30' HORIZ. SCALE: 1"=30' HORIZ. SCALE: 1"=30' VERT, SCALE: 1"=10' VERT, SCALE: 1"=10' VERT. SCALE: 1"=10' Inlet DnStm Drng Inlet Tc i Flow Invert Invert Line Line Line Capac Vel Pipe 505 O 5A 505 510 1 1A 2 3 EX4 510 ID LnNo Area Time Sys Rate Dn Up Length Slope Size Full DinTravel 500 495 490 485 480 475 470 465 460 q ME mo MrIzilii EEC\It'� mImfl-_ Ms c 1 11 505 500 500 495 495 490 490 485 480 485 480 475 475 470 470 465 460 465 460 455 9 L.m o LO 00 - I = W I ao cO - N -o v `O CONTRACTOR DRILL E - MANHO TO CORE N. ISTING C'i E AND GROUT 1 a li .h.. n II o a + '"� _g r`� AROUNE o PIPE T- NEW 24" It STIR #3 a V) X w n o� _NN Q- No N ram+ M of Ind �+ N� a _ _.PROPOSE GRA N 3 r ¢ 3 II N E&SC GRADE i ------- EXIST. ----- --- GR EXIST. 54" RCP 15 2' --24'-HDPE ® 13.36% - "-roN 1 PVC SAN STA.=12+04. INV.=477.74 SEW. 8 4r,- 0 - - �� WWofvN...+.... -I. 0 O Lq 0 00 t0 O+ NMM II �� 00 + MInN+I III II N N z zll�Z ZZ Rg II ZZ-Z InZ_Z_Z_ ZZ >> - �» - 'I NZZ Z II V)> NZ 50 10+00 11+00 12+00 505 (ac) (min) (min) (in/hr) (cfs) (ft) (ft) (ft) M) (in) (cfs) (ft/s) (min) 7 Outfall 0.00 0.0 6.9 6.12 2.31 482.06 482.66 12.310 4.87 12 8.52 8.16 0.07 500 8 1 0.16 5.0 6.7 6.18 2.34 482.90 485.48 40.460 6.38 12 9.74 7.70 0.22 9 2 0.34 5.0 6.3 6.28 1.94 485.58 486.81 57.300 2.15 12 5.65 4.36 0.37 495 10 3 0.38 5.0 5.0 6.70 1.09 486.91 491.17 110.690 3.85 12 6.99 2.83 1.32 490 1A Outfall 0.00 0.0 7.3 6.02 23.36 479.65 481.75 15.720 13.36 24 87.40 7.44 0.03 2 5 0.49 5.0 7.2 6.05 23.38 481.75 482.20 45.970 0.98 24 24.24 7.44 0.10 485 3 6 0.05 5.0 5.2 6.64 19.73 482.30 483.40 115.140 0.96 24 23.95 6.28 0.31 EX4 7 0.35 5.0 5.0 6.70 19.50 483.50 486.00 57.730 4.33 24 50.99 6.21 0.16 480 2A 6 0.00 5.0 5.0 0.00 1.31 482.30 484.50 96.260 2.29 18 17.20 0.74 2.16 475 6 Outfall 0.35 5.0 6.4 6.25 2.80 483.39 486.21 35.410 7.96 15 19.74 2.28 0.25 6A 10 0.24 5.0 5.0 5.70 1.29 486.41 488.37 89.880 2.18 15 9.54 3.04 1.43 470 510 505 500 495 490 485 480 475 470 465 460 Inlet ID Drng Area (ac) Inlet Time (min) i Inlet (in/hr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (Cfs) Q Byp (Cfs) Inlet Eff 1%) Curb Len 00 Junct Type Gutter Slope (ff/ft) Gutter Width (ft) Cross SI, Sw (ftlft) Cross SI, Sx (tt/ft) Gutter Depth (ft) Gutter Spread (ft) 7 0.00 0.0 0.00 0.00 0.00 .... ... .... MH .... .... .... .... .... .... 8 0,16 5.0 6.70 0.43 0.46 0.00 0.46 0.00 100 ... Dp-Grate Sag 3.00 0.500 0.500 0.09 3.35 9 0.34 5.0 6.70 0.43 0.98 0.00 0.98 0.00 100 ... D -Grate P Sag 9 3.00 0.500 0.500 0.14 3.57 10 0.38 &0 6.70 0.43 1.09 0.00 1.09 0.00 100 .... Dip -Grate Sag 3.00 0.500 0.500 0.15 3.62 2 0.49 5.0 6.70 0.85 2.79 0.52 3.31 0.00 100 8.00 Curb Sag 2.00 0.083 0.020 0.25 6.13 3 0.05 5.0 6.70 0.72 0.24 0.00 0.24 0.00 100 6.00 Curb 0,024 2.00 0.083 0.020 0.11 1.37 EX4 0.35 5.0 6.70 0.73 1.71 0.00 1.71 0.00 100 3.00 Curb Sag 2,00 0.083 0.020 0.23 5.36 2A 0.00 5.0 0.00 0.00 1.31 0.00 1.31 0.00 100 .... Hdwall .... .... .... .... ..,. .,... 6 0.35 5.0 6.70 0.73 1.71 0.00 1.71 0.00 100 8.00 Curb Sag 2.00 0,083 0.020 0.16 1.93 6A 0.24 5.0 6.70 0.80 1.29 0.00 1.29 0.00 100 12.00 Curb 0.040 2.00 0.083 0.020 0.19 3.31 12 0.13 5.0 6.70 0.35 0.30 0.00 0.30 0.00 100 ... Dp-Grate Sag 4.00 0.500 0.500 0.07 4.26 13 0.12 5.0 6.70 0.38 0.31 0.00 0.31 0.00 100 ... Dp-Grate Sag 4.00 0.500 0.500 0.07 4.26 14 0.15 5.0 6.70 0.38 0.38 0.00 0.38 0.00 100 .... Dip -Grate Sag 2.00 0.500 0.500 0.06 2.25 5A 0.54 &0 6.70 0.75 2.71 0.00 2A9 0.52 81 8.00 Curb 0.011 Z00 0.083 0.020 0.23 5.25 11 Outfall 0.00 0.0 Q. 5.70 0.84 480.70 481.10 41.690 0.96 12 3.78 1.08 0.57 : STORM INLET CALCULATIONS See sheet 11 for yard 12 12 0.13 5.0 8.3 5.76 0.85 481.20 481.60 17.770 2.25 12 5.79 1.09 0.24 drain performance Chart. 465 13 13 0.12 5.0 7.1 6.07 0.62 481.70 482.60 63.650 1.41 12 4.59 0.79 1.23 46.0 14 14 0.15 5.0 5.0 6.70 0.38 482.70 484.30 61.120 2.62 12 6.24 0.80 2.10 5A 5 0.54 5.0 5.0 6.70 2.71 483.56 5.28 14.32 15 18.89 4.13 0.08 455 1A 1B 0.00 0.0 7.4 6.00 5.83 480.50 480.75 39.890 0.63 12 3.90 0.05 3.06 15 16 Routed - - - 17.90 474.55 473.67 35.150 2.50 18 17.99 10.28 0.20 STORM SEWER PROFILE STRUCT. 5A-5 16 AL Routed 17.90 473.57 473.25 13.410 2.41 30 68.98 14.15 0.10 Yard drains 14, 13 and DI-7 12 have been routed using a 100-yr STORM SEWER PROFILE STRUCT. 1-EX4 storm event to show overland flow relief. Flows to inlet 2A assume HORIZ. SCALE 1"=30' HORIZ. SCALE 1"=30' STORM DRAIN CALCULATIONS 'SPUTTER-FLOWWILL failure of inlets 12, 13 & 14. .VERT. SCALE 1 =10' VERT. SCALE: 1'=10STRUCTURE BE HIGHER THAN CAPACITY U P4 � �O U 2 w (� C:) Z) Na U 2 Q Z O Q� W V Fri U a >o O o LLi J _z r^ J J OV) W w Z Q� Oo Q OV Q 2 cc OH 2cq co U N rr� Y. J <C0 j O � u- O w cn '^ H j J J W to U 0 La'-2 W a Fo rL o P� W �W �co 1� Cy 0) 'It 2Z Ijr W ® 0_ REVISIONS COUNTY COMMENTS 1 /18/19 COUNTY COMMENTS 4/22/19 COUNTY COMMENTS 12/06/19 COUNTY COMMENTS DATE NOV 30, 2018 SCALE AS SHOWN C/] z O w Q f1r Q Q �-I D z O� Q � > Q p z Qz J 0 a 0 U .W-7 W w O Q a Ir W C Q G U) O E- in FILE NUMBER 13.0124 SHEET 15 of 20 24' Travelway �idewalk2.5" IM 25.OA 2.5 pi dewalk L5" SM 9.5A CG-2 27 SLOPE CG-6 ^1 510 505 500 495 490 485 480 475 470 465 64 L 24' Travelway 18' Parking 7idewal 0,5' 2.5" IM 25.OA � 2.5 2% SLOPE :Sidewalk 1.5" SM 9.5A�� CG-2 CG-6 � Install sidewalk as shown on plans COMPACTED Depth = 4" 6" VDOT 21A SUBGRADE NOTES: 95% COMPACTED *REFER TO PLAN FOR 1. See ROAD PLAN for parking and sidewalk locations. PARKING/TRAVELWAY 2. Proposed section as shown is preliminary. Contractor LOCATIONS AND DIMENSIONS to perform CBR tests to determine final pavement section. TYPICAL SECTION FOR LOIS LANE PARKING AREAS STA 10+20 TO 10+70 SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH TYPICAL SECTION FOR LOIS LANE PARKING AREAS STA 10+00 TO 10+20 SAME AS STA 10+20 TO 10+70 MINUS 5' SIDEWALK ON SOUTH SIDE OF ROAD �l 24' TO 20' Travelway 2.5" IM 25OA 2'S 5' }- 0.5' 3' min Sidewalk 1.5" SM 9.5A CG-2 2% SLOP CG-6 *THERE IS A TRANSITION PERIOD FROM 12+50 TO 13+64 COMPACTED WHERE THE ROAD WIDTH GOES 6" VDOT 21A SUBGRADE FROM 20' TO 24' 95% COMPACTED TYPICAL SECTION FOR LOIS LANE PARKING AREAS STA 12+20 TO 13+64 SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH Install sidewalk as ` -. shown on plans \COMPACTED Depth = 4" 6" VDOT 21A SUBGRADE 95% COMPACTED NOTES: 1. See ROAD PLAN for parking and sidewalk locations. 2. Proposed section as shown is preliminary. Contractor to perform CBR tests to determine final pavement section. TYPICAL SECTION FOR LOIS LANE PARKING AREAS STA 10+70 TO 12+20 SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH 20' Travelway 2.5" IM 25.OA 2.5 5' --1 j-- 0.5 3' min Sidewalk 1.5" SM 9.5A CG 2 2% SLOPE CG 6 A -- - COMPACTED 6" VDOT 21A SUBGRADE 95% COMPACTED TYPICAL SECTION FOR LOIS LANE STREET STA 13+64 TO 14+64 SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN WHERE POSSIBLE TO AVOID VERTICAL BENDS, Q 4 7 18' Parking Sidew ol (� 0.5' Install sidewalk as shown on plans 2 � CG- Depth = 4" 24' Travelway 18' Parking 2.5" IM 25.OA 2.5'Ft5' dewalk 1.5" SM 9.5A�X\ 27 SLOPE CG-6 T NOTES: COMPACTED SUBGRADE 1. See ROAD PLAN for parking and sidewalk locations. 6" VDOT 21A D 2. Proposed section as shown is preliminary. Contractor 95% COMPACTED to perform CBR tests to determine final pavement section. *REFER TO PLAN FOR PARKLNG/TRAVWAY TYPICAL SECTION FOR LANDON LANE PARKING AREAS STA 10+00 TO 12+50 LOCATINSAN DIM LOCATIONS AND DIMENSIONS SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH 510 505 500 495 490 485 480 18' Parkin 24' T�avelwa , q 9y 2.5"IM 5.CA �2.5' Sid1.5" SM 9.5A CG-2 / 2% SLOPE C -6 PI 74 V COMPACTED SUBGRADE 6" VDOT 21A 95% COMPACTED NOTES: 1. See ROAD PLAN for parking and sidewalk locations. 2. Proposed section as shown is preliminary. Contractor to perform CBR tests to determine final pavement section. TYPICAL SECTION FOR LANDON LANE PARKING AREAS STA 12+50 TO 13+64 SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH LANDON LANE POSTED SPEED LIMIT 15 MPH Q w0 �o VP V STA = 10+33.13 EL = 497.98 _ wo uD u0 duo Wo ��± � ^ w o 0I �U�I �� N y a N'< ¢1 owo rnO. U ¢ M zx mw o VpI�TA-= 12+24.84 EXIST. GRADE 87x6" TEE - 3 N 41.67 a " 3 ¢ a 3 - 3 - _ tEN = 100.00' K= 20:00 Now PROP&SED GRAD 2r86l,..i 6" GV . EXISTING 18" PVC - Mill. 6" D'Ci1LE DUCTILE WA _ = ERU - - - UD-1 ----- - o _ -- - ^ -- _---- - - - __ _-'-- - �S �..- w N S �� w rn +^ �m -tea II WON S w m w S w w S II w __ `tv5 �m II _ ¢ - a + f Ir -¢ 3ti~i- mho o::m o�± N�±1 r~itU'l p�� LP EL = 491.798 I Enw ~ n� v~iw u 0+00 11+00 12+00 13+00 LANDON LANE PROFILE HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' ATELY OWNED AND MAINT rn = " R OR - -PVT STA VI EL _- _ = 10+00.00 492-87' - PVI ELEV -= 488.$2- o ___DRADE� m _ ion STFt=8+47 451NV.=4 .24 - 125. Now K = 28.17 STA.-=8+89.71 V=491.76 STA.= INV __ N. SEWER +69.82 x EXISTING 18" RCP cal STA.=10+16.46 + _+ N PROPOSED GRADE -co EXIST-6-" W/ PR "- - - EXIST GRADE, - - - _ -25Q - - -N fi:5' MIN. -- CL e --- --- o- ©o- o m o CO w m m o w._ro v ln: to N r7 m N o o. o.. _ + N+ 8" D17C111 3.5 Min. Cover - - WATERLINE- --<o ' QO - --- - 4" DUCTILE 3.5 Mi . Cover -_ - ----- - -so _ _ Uri _ ri _ W F=m w o Z v _ (n (N 00 (n - N �i r o - 5 MIN. ' N II z O BEND 22.5� cOKN o NKN w flf` -- 53 -- - - - -= 4" GV " STORM I;FWFR u> L v r NNNN N - U r�nN N - 0111 D o + M + o ++ o N `w L J 175 6 a ¢ 3 rn - N-r "' ad imv rrrrao H a S __ STA.=11+97.04 INV.=481.34 - PROPOSED 12" STORM SEWER -.. 0o tr3 _ can Q Fri o rn PROPOSED-80 PVG I STA.=10+46.74 u ^ - = + F w 3 N o rn 43 ci "kl to n r vw 1' ¢ ^ =- + ? STORM -SEWER ARE NOT WITH EAG PIPE IN CONFU OTHER, ENV;=479.14 T EXISTING 54" STORM SE EXISTING 54"--STORM-SEWER STA.=14+13.45 INV.=477.07 w v 0 > INV.=476.24 50 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 515 510 505 500 495 490 485 480 91 510 505 500 495 .0 485 480 475 ,91 EXIST 18" RCP-_ M-SEWER 6" TO 8" INV: 493.24 _ - EXIST: GRADE ¢ w Low o w: -4Reducer w alliin. o� - - _ - STORM -SEWER ST A.T 110+92 65 S7DRM SE g N =, X m M - -�.,x.- 'ram w r _ 1:5' MIN: 3.5' Min. Cover - N o0oo Z zm w In - +. r7 rA + LO CLASS 52 k Z m no 00 j. + 0 T ro + 0 LI-ui c0 rn + 0 + o m H e W + CV N Q N to N N 00 w H .� H 'N �N . STA.=11+72 INV.=481.98 VC SAN. SEWER 76 50 10+00 11+00 12+00 510 NOTES: 1. Lips Lane STA 6+85 to 10+00 will be upgraded per VDOT pavement design manual if core samples within 25' from Timberwood Boulevard edge 505 of pavement and STA 10+00 reveal stone or asphalt pavement depth is less than required by VDOT pavement design manual, based on ADT. 2. Should the existing stone. base or asphalt depths be less than design section depths then updated design shall be usedto analyze if any 500 existing base or sub base material may be used in the final pavement design. Additionally the road. plan bond is avoiable to make any improvements 495 required to meet Lids Lane typical section 6+85 to 10+00. 3. Albemarle County will compare core samples against design as a prerequisite for private street acceptance. The existing section from 490 6+85 to 10+00 will meet, at a minimum, pavement design section stone and asphalt depth. 485 24' Travelway 480 WATERLINE 'B" PROFILE Sid twat 0. 5' 2.5" IM 5A 2.5 HORIZ. SCALE 1"40' 2.0" SM 9.5A VERT. SCALE: 1"=10' CG 2 2% SLOPE CG-6 475 _' _ i a .,?•,�, 2+ „f J r:..t,.,. ......... - o'LwLI- 5 y m + -L..I 2 IWk N M * 000 N rn 3.5' Min. Cover - - _ EXIST. GRADE v~i m ow_�w +n+W , Min- Cove i o 10 w . 18" PVG SAN. SEWER STA.-12+54.41 o rn o r mXI T Y? en INV. 482AI I 50 10+00 11+00 12+00 13+00 WA'I'EhLIAL A YLEUP'1LL' HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' 515 510 505 500 495 490 4Rn 6" VDOT 21A-/COMPACTED REFER TO PLAN FOR 6" VDOT 21A SUBGRADE 95% COMPACTED PARKING/TRAVELWAY NOTES: LOCATIONS AND DIMENSIONS 1. See ROAD PLAN for parking and sidewalk locations. 2. Proposed section as shown is preliminary. Contractor to perform CBR tests to determine final pavement section. TYPICAL SECTION FOR LOIS LANE PARKING AREAS STA 6+85 TO 10+00 SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH ADT FOR TRIPS PER DAY (LOIS LANE) 6+85 TO 10+00 Access Management Design Standards for Entrances and Intersections 55 I4 PHV APPROACH TOTAL, VEHICLES PER HOUR Appropriate Radius required at all Intersections and Entrances (Commercial or Private). LEGEND PHV - Peak Hour Volume (also Design Hourly Volume equivalent) Adiustment for Rioht Turns For posted speeds at or under 45 mph, PHV right turns > 40, and PHV total <300. Adjusted right turns = PHV Right Turns - 20 If PHV is not known use formula: PHV = ADT x K x D K = the percent of AADT occurring In the Peak hour D =1he percent of traffic in the peak direction of Flow Note: An average of 11 It, for K x D will suffice. FIGURE 3.23 GUIDELINES FOR RIGHT TURN TREATMENT (2-LANE HIGHWAY) AADT-3100 PHV- 3100 • tl' 7. Z 419 V41WLler/Hr NOTE: NO RIGHT TURN LANE REQUIRED 683 TRIPS/DAY PER TURN LANE LAND USE CODE WARRANT ANALYSIS Q 230 TRIPS PER DAY (LOIS LANE) 710 10+00 TO 14+64 TRIPS PER DAY (LANDON LANE) 630 LAND USE CODE 244 TRIPS/DAY 183 TRIPS/DAY 230 710 630 510 510 505 500 495 490 485 480 505 LOIS LANE PROFILE (PRIVATELY OWNED AND MAINTAINED) 500 HORIZ. SCALE. 1"=30' VERT. SCALE 1"-10' 495 LOTS LANE POSTED SPEED LIMIT 15 MPH 490 485 o{�$sLTH pp pl�� 480LIP r� 475 Dustin E. Greene Uc. No. �0 b 55833 # A11/18/20 1't� 470 r9$roxet 465 v000uo •sslmom !!r!s mmommommon rrrrrrlrrssr usrrssoos - I ssssrsrrrssssssrsssr rrrrrrrrrrlrrrrrrrr■ sssrsssrsssrsssrrsss ssrrsssrrsrsrrssrss■ rrrrrrrrrrrrrrrrrssr srssrrsrrrrsssssrrrssssrsNow man rssOEM sssrsrsrsssssssrrssssssssss rssrrsserrsrrsssrrrsrsssssrsssrs rrserrrrrrrrsrrrrrsrrrrrrrrrsrrr sssssrssrrsrrssrrssssssssrsssrsssrssssssssssssss rrrrrrrrrrrrrrrrrrrrsrrrlrrrrrrrrrrrrrrrrrrrrrrr serrrsrrrrssrrrrrsrrrrsrrrsrrrrrsrrsrrrsrsrsrsr■ srssssssrrsrrrsrrsrssrrsressrrsssrsssrsssrssssis rrrrrrrrrrrrrrrsrrrrrlslrrrrrrrrlrrsrrrrrrsrsrrr ssrrrsrsrssrrssrrsserrrsrrrrrrrrrsrssrssssssssss rrsesssrrssrssslrsssrsssrsssrsrsrssssrrrosssss■ ®rrsrrsrsrrrrrsrrrsrrrrrrrrrrrrrrsrsrsrrrsrsssrr sssrssssrssrrrssrsrssssssrsssrrsrlrsrrrs®rssss sserrsssrssrrsssrsrsrsrrrrlsesrsrsrssrrrrlsowsrs rrrrrrrrrrrerrrrrrrrrrrrrrrrrvr�rrrrrrrrrrrrrrrr :m- 71 V IFFr FIGURE 3-3 WARRANTS FOR LEFT TURN STORAGE LANES ON FOUR -LANE HIGHWAYS Figure 3-3 was derived from Highway Research Repoli AID. 211. Opposing volume and left turning volume in vehicles per hour (VPH) are used for left turn storage lane warrants on fouraane highways. For plan detail requirements when curb and/or gutter are used, see VDOT's Road Design Manual, Section 2E-3 on the VDOT web site ht(pJAmw. wrg/Nadot.orgIbnsine&Mocde.VrdmanuaI4ndex. asp. Left -turn Lanes shall also be established on tyro -lane highways where traffic volumes are high enough to warrant them. NOTE: LEFT TURN LANE IS REQUIRED. 100' MINIMUM STORAGE DUE TO 35 MPH SPEED LIMIT. TIMBERWOOD DRIVE TURN LANE WARRANT ANALYSIS LAND USE T X R2 TIME OF DAY TRIPS/DAY RIGHTTURNS RESIDENTIAL CONDOMINIUM/TOWNHOUSE TRIPS TOWNHOMES 0.83 WEEKDAY 244 5 GENERAL OFFICE BUILDING TRIPS 1000'GROSSSF 0.80 WEEKDAY 146 5 EXISTING MEDICAL OFFICE BUILDING TRIPS 1000' GROSS SF 0.90 WEEKDAY 293 8 LAND USE T X R2 TIME OF DAY LEFTTURNS RESIDENTIAL CONDOMINIUM/TOWNHOUSE TRIPS TOWNHOMES 0.80 PEAK HOUR 20 GENERAL OFFICE BUILDING TRIPS 1000' GROSS SF 0.83 PEAK HOUR 19 EXISTING MEDICAL OFFICE BUILDING TRIPS 1000' GROSS SF *** PEAK HOUR 32 , <* U O O _ v1 rT, a' INQ N � ZO 2Z to 0� U a �W LL O e Q cc W -Z w- J Vi 2 0 J J > Q V�1I 'K Q 2 la g r w Q e? CE(N 2 C3 Tf m O y N. v W C9 ¢O `Xr W , O� 0¢ LL Cc fp W O tr) C) IK y, O N �o Q Or- 1 U 11 2't 't �v 0 Z W %o REVISIONS 10 COUNTY COMMENTS 1/18,/19 0 COUNTY COMMENTS 4/22/19 ® COUNTY COMMENTS 12/06/19 /� COUN I Y COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE AS SHOWN w Q rr Z � Z (7 OI CIE _ V, 54 z p Z a o a 0 0 54 a- 0 o w O Q Ix cc w W m m J Q FILE NUMBER 13.0124 SHEET 16 of 20 r' I I I I I I I � I � I / I I I I I I I I I I I I I i I I I I I I LIL //// Y/ E QRAI MI{ I \ i i DA-9 DA-8 0.16 Ac. --- I L C=0.43 C=0.43 r I / 2f" RCP IN 493.W' AnVA / �'. /�� AV A,.O 21 RCP INV 09.44 \ / L '/� /', /' i ' / 1 /i \\ ,' 1'A1/ \� H F I � / / I I Q e �ti i 0.38 A c. 8 T C=0.43 �tJ,�p./ / ; % ,, -1 /r' , -' v • R�21' IN ,ae69 � t I v RCP WV our O (J ♦� APPROXIMATE AREA TO EXIST v I / 21" RCP PIPE SYSTEM = 6 ACRES '� � DUStlfl E. Cii@9�18 Tc-10 min9� /� :j. �:�� / ,' .c., \\ /� 5A V%\�`� Q10= 17.85cfS \ .e� 85833' p,y0 i _ / / \ i �iD� 11�18�Z0 61�`' _ _. - --- Ac. - ;/ �,926] / �o �� /0�.54 < O. 75 2I' RCP INV IN 69_ Y 21 RCP INVX ,/ / i ,i i �✓ ,/ > A '''OVA\V' �,.� �� / //"/ /`v� 'J / - §f RCP RlY IN416.66' / CROSSIN� (70' R sdRCP INvauT 4n.70' 1 / r / V yelv v v _ - �'k 0.35 AC \ \ \\ i C=0.73 DArtt F \\ ea L.\.. -/ \ \ 0.87 1Ac. / / I // / !, /' , � /�• w V� II I A 0.=0.3�vv\ p. / DA-EX6 � I � \ O i4 �. �\ oRMMN EXIST. DI 3B ❑ 1.05 Ac. nRCP INV49p.406.1G' f ' RCP INV oIl=O6.e' t C=0.66 DA-6A / / 3 TC=�d min. 0.24 AC Ri I I I I> >. 21 C=0. 811 ��/ o- -,� '�I . \V A\. ___ DA f 1 C=0.35 TMP EXIST. DI-3A ° < r iI 4s-B4-7c 0.65 Ac. \\ DA-13 / V. 1,828 ` C. j . v pat 0.73Are o �,- C=0.75 \'/� C038 o.xa Acre h I ' I ❑ Ea4.e[Spg TC=S Man. \ �vm+l " \ / I 1 i-Story Brim Medical J: il/. 15 Ac. , /` /- i Pn a / / 1 ❑ orrice 6 ilwna i °V/ / -'- / / A - \\ --- ❑ 12.424 si , C=138 iii��-° S \ , u' 1 H800 a i O = Tneberw000 �i--P4'--( V� v�� , i Q i< r 3 - DA-EX5A - - ,' --- ' 0 \ e a EXIST. DI-3A am 0.25 Ac. y J C- 0.76 / ! 1 _ \ / i Tc-5 Man. EXIST. LI-3A j o DA-3 /. 0.492Ac. / 0.35 Ac. / s °� ' 0.05 AC. Pr cc-Iz / \Ok ,,, II �vl�.. C=0.�5 C=0.73 933 C-0 i2 I I I I 1 and Lead WON � ' \ \ Tc 5 fin. ; --- --- --- i ,' P _---------- . I s _ u. ryry 1 , 1 I I A 0. �': A .1 _,- . ,;:.:a { / III e \ .1'; s \ 1 ,e wrmw a,av+ ` , __________________________________ 1 , \ - Ex. Se-aei/NF�.�a/Ev�� ON / _' a !yl �'a '._.�' � \�k�>\-_O � / �' � \\7� ` \\`\ �\ \\\`\\\ \O \ \ ,tea,_ ". / \\ t i;/ � ♦i/ sew---4� 4.0 o / \\ DA-EX5 EXIST. DI-3A' / F . \ \ \\ \ �I WM 0.14 Ac. FLOW FROM EXIST \\ \ \\\ \ C-0.69 24 RCP = 10.02cfs \ \ l i PER STORM CALCULATIONS \ \ BY CLOECKNER, SMITH, \ \ \\ COLEMAN, INC. \\ \\ O l ; � DA-OVERLAND \ \ �\ B10FILTER ` 1.84 Ac. \ - \\ \\ C-0.33 \ . Tc=15 Min. \ v`- 40, 0 40 80 120 SCALE: 1" , = 40', UU a rA O M--i U mQ L �' W N N Z <0 Z� U g c5 �O u.P Z Z J Z Q 10% �l1 to _< co W Q KOo w Wy94. Ilk e"<LO ? = ( it � Oy UN V 2 Q� o 11 0Cc x J O� VJ y _j J I w En (� ul 2 z O W 4 W 2 �� `� � /vR 2 CY) ';T z z REVISIONS COUNTY COMMENTS 2/15/19 COUNTY COMMENTS 4/22/19 COUNTY COMMENTS 12/06/19 COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE 1"=40' W v) a Q z � LL � [x] z ~/ O o Q O 0 0 J x Q Q w m w W ~� < O CIO FILE NUMBER 13.0124 SHEET 17 of 20 SEWER SERVICE LATERAL CONNECTION NOTES : 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE FRAME & COVER J INDICATED , THE TOP CROWN ELEVATION OF THE SERVICE WITH PART V, SECTION G OF THESE SPECIFICATIONS. Z LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE (SEE FIG. S--D,E) TOP (CROWN} ELEVATION OF THE THE LOWEST PIPE CONNECTED To THE MANHOLE. a) 1" (zsmm) olA HOLES STREET SURFACE OR ON 32 3//4' (834mm) DIA 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE BOLT CIkCLE. 2' (stmm) LETTERS NON -PAVED AREA CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE'% �' (RECESSED FLUSH) OR AN APPROVED EQUAL. SET DOGHOUSE BASE EXISTING SANITARY 0 .SLOPED AREA ON CONCRETE BLOCKS SEWER PIPE 1" '.{ 3000 PSI GOING. BASE 3.P RIMFOOT GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" �� East Jordan Iron [25mm]F '<•r DOGHOUSE OPENING SHALL MIN, 12' CLEARANCE Works orlon I16 ^ BENCH SLOPED TO FLOW tED ... ryPICKHO,ES Z•..„1'-O" MAXBE PREFORMED BY BETWEEN EXISTING. PIPE /MANUFACTURER. OR AND STONE BEDDING 2 CLOSED4.ALL SEWER LATERALS SHALL HAVE A MINIMUM CHANNEL 1/4" 1' MIN DIAMETER OF 4' ouWSIhETo�MATER APE 25.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVERPws's". 12" THICK VDOT [38mm]WEDG-LOK TYPEOF 3 FEET. No. 68 STORE BEDDING RUBBER COATED STEEL SOLID GO AND 4"xfi'cx16'• STEPS OR APPROVED ` soup cONCRETE BLOCKS 3'-0" MINSALcE"TER w/RISER DOGHOUSE MANHOLE BASE EQUAL CAST IN PLACE i-BRgp rIWALL (4 EACH) 1�JTREPRECAST REINFORCED /FINISHED GROUND 2 x O O 12 MIN /' MARKER CONCRETE SECTIONS FILL DOGHOUSE OPENING C� 0 MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE J e\(,I Q RING SEALS '4 MAX `o. BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE VV (2) CORED `\ ON FIGURE S-1-A OR. NON -SHRINKING GROUT PICKBARS MINIMUM ELEVATION Q 1 1/B" (29mm) DIA BOSS DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET AL OW CONCRETE 1 1/z SHALL BE 0.20 FEET. TO FLOW A MIN. WRAP EXISTING PIPE WITH 27 1/2" DIA [38mm] CONCRETE VARIES 1 0" BEYOND BASE NEOPRENE GASKET MATERIAL [699mm] DEPTH OF FLOW < OF STRUCTURE P BEFORE FILLING THE OPENING 7" 1 FILLETS v NEOPRENE SECURED BY 2 NON- 26 1/4' DIA CHANNEL TO BE CORROSIVE STRAPS, 1 ON [667mm] [178mm] 26'• DA 1 1/2" 3/4 DIAMETER GF FLEXIBLE CONNECTION NOTE: PLUG END OF EACH SIDE OF OPENING [66omm [38mm] CONTRIBUTING -- WITH STAINLESS STEEL :ALL CONNECTIONS TO MAIN LINE SERVICE LATERAL 1/4" (6mm) DIA 3 i/8" SEWER. 7T N SECTION 3. MIN. CASTOR PLACE 24" DIA I NEOPRENE GASKET [79mm] d a d 2" BAND EXISTING MANHOLES SHALL FLEXIBLE 45"0'0" 3.00o Ps CONCRETE BASE [sosmm]� A FILLETED INVERT FOR A SMOOTH � � & � �• � BE CORED AND A FLEXIBLE FOUNDATION SECTION VIEW TRANSITION OF FLOW BETWEEN _J CONNECTION BOOT �28 7/16- DIA 5/8" INLET & OUTLET PIPE SHALL BE [722mm] [16mm] 23" DIA PROVIDED. O INSTALLED NOTES: [584mm MIN. 6" BEDDING 36" DIA 25" DIA NOTE W/ NO. 68 STONE 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW 914mm U [ FLOW TO THE EXISTING PIPE. FRAME SECTION D.D. OF GASKET GROOVE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE �$S�,TH Op Pl 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. SECTION SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. p{ 40 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" IN7LINEWYE-TEE OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN EXTENDED OR NON -EXTENDED BASES.LAN ACCORDANCE WITH THESE SPECIFICATIONS. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED VARIES INSIDE AND OUT. Dustin E. Greene UI No. A 55833 Af SANITARY SEWER SERVICE LATERAL DETAIL "DOGHOUSE" MANHOLE DETAIL MANHOLE FRAME AND COVER DETAIL MANHOLE WITH BRANCH TIE-IN DETAIL 'r9310N8AL `7 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 1 1 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI NTIAL BACKFILL* S"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 77 RAMP FLOOR BY 2 FOOT N LENGTH N THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BMS. 4, F RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CM BE CAST IN PLACE AFTER PLACEMENT OF RECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,GUN B. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED T CENTER TO CENTER ALONG iy1 MPX BOTH SIDES OF THFT RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER II 12�1 MAX �- 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CR65SWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT ) BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES. FIRE HYDRANTS. DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 12,1 MAX .S j'P i� UNOBSTRUCTED STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL 12:1 MAY` r ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED 5 " ** AND USED BY PEDESTRIANS. Y3"- 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN AT 2" HN:HIER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND ,'K EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT.W.MC , SAE AS TOP OF CURB 9. NPI)I CONCRETE SIDEWALK IS 4" TH_CK. tH THE E RANCE RADIICANNOT ACCOM F IPA TYPE C COATE THE TUR G REQUIRE SENT T ED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, LOAM ROD E TR CE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED 115E PATH 16" 24„ TRUNCATED DOME C-C O O O O 0 0 0 0 0 00 00 000OOOOOOOOOO i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- + U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0! b n 0.2 L. BOX -65Y. OF BASE DIAMETERm O O O O O O OO OOOOOOOS 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0.8" - 1.4" VARARLE BABE DIAMETER 4' LIMIT). PAY LIE TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE MEDIUM 05 GENERAL NOTES REV. 7/O6 502 203.05 VIRGNIA DEPARTIENT OF TRANSPORTATION CG-2 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE 4000 PSI IF PRECAST. 3 CURB E ET. OR LESS ALONG ING A WALL FACE OFVCURB) BE PAID FOR AS RADIAL CURB 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15'' DEPTH) OR INCREASED AS MUCH AS 3" (2V DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. ND ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN OEPT1, �4 2" R 5.CG-2 IS TO. BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. d .a d Q 6, d SURFACE SEE NOTE 4 d d a BASE d d d :d .Q a. a .e SUBBASE 4 �2" RADIUS bi d.. 7h" \ 6„ 15" MIN. SURFACE B d d. MAX d a BASE d - a- a_ SUBBASE ,2. 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECFICATIM REFERENCE STANDARD 6.'' CURB 105 5D2 VIRGINIA DEPARTMENT REV. 9 OF TRANSPORTATION -- 2:' L NOTES: L THIS II MAY BE PRECAST OR CAST IN PLACE. 2 CONCRETE TO BE CLASS M F CAST IN PLACE, 4000 PSI F PRECAST. 3. COMBNADON CURB M GUTTER HAVING A RADIUS OF NO FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB I, GUTTER. 4. FOR USE WITH STOHERED OPEN -GRADED DRANAGE LAYER THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF M-6 IS BASED ON ROADWAY CLASSFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VOOT ROAD DESIGN MANUAL. e" 7" TIE BOTTOM OF THE ORB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF -0.. _ BUBBASE COURSES PROVIDED A MINIMUM DEPTH OF T' IS MAINTAINED. ATffTHEEEOPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 REV. 9/08 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20L03 SANITARY SEWER INSTALLATION DETAIL CG-12 DETAIL CG-2 DETAIL CG-6 DETAIIA NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTE: ALL DETAILS APPLY TO A DETACHED OR ATTACHED NYLOPLAST DRAIN BASIN WITH DOME GRATE DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO 4'P.V.C, SCREW CAP VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR SPEED TABLE PROFILE ON GRADE EXACT LOCATION OF DUMPSTER ENCLOSURE. (1, 2) INTEGRATED DUCTILE IRON FRAME& GRATE TO MATCH BASIN O.D. 4"RV.0.NONPEAFORATEB FIELD BRICK HARMAR Approach Ramp Approach Ramp STANDPIPE #627 FT-WASHINGTOINGTON - '--- ,," - 12'-0" MIN. - ANTIQUE S.B. FLASHED - __ . 3.5"�� - --- EYE HOLES FOR ,.1 PIfT1NC. PAD LOCKS MINIMUM PIPE BURIAL SE 45I WYE AND � IT T IN G Standard County -ouny -Mill and remove pavement min 2" DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE OR EQUIVALENT TO Curb &Gutter /-• p or to installing S prior g peed table (3) VARIABLE INVERT HEIGHTS MANUFACTURER RECOMMENDATION 0'-360° ACCORDING TO PLANS. - _-CONNECT UNDERORAW _ _ 12.0"Taper AVAILABLE (ACCORDING TO MIN. MANUFACTURING WAIERTK3FR GAP -11'O STANDPIPE 1 1 -4 / MODIFIED CG WITH CG-2 LAN PSRAKEFF O) REQ. SAME AS MIN. SUMP ) ON TEPAGN AL END OF PIPE - I-��EEE ELEVATED 12'I -yam. 25" CROSSWALK �'I EEE SCH. 40 GALV. FENCE _• 3.5" - POST AND GATE w/ „ - 15' 4'PERFORATIl o - m o "BEIGE" TREX WOOD -POLYMER :-tt +,��+ T'"f' ` - Tn r �) VARIABLE SUMP DEPTH P VC.UNDERORIUN-ID--llI-T LUMBER SLATS TO _ -J -I - (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS ACCORDING TO PLANS ti bo AVAILABLE V-30'FORCORRUGATEDHDPE - (B'MIN. ON B"-24", 10'MIN. ON 30" -� MATCH BUILDING. (ADS N-121HANCOR DUALWALL, ADS'HANCOR BASED ON MANUFACTURING REQ) PROVIDE GATE LOCKING Approach RampCAmensions SINGLE WALL),N-12 HP, PVC SEWER (EX SDR 35), PINS AND PIN PVC DWV(EX SCH40),PVC C90DIC905, +! DETAIL 4" P.V.0 CLEANOUT ECE RETAINERS w/ K 0. y )D CORRUGATED &RIBBED PVC Z, PROVISIONS FOR PAD 0 0.293 3.SI) WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER Nl8 EEE2 LOCK. I�"l 0.255 (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II 3.05 • 2S 2• (\pJ eee��\) 1-30 MATERIAL AS DEFINED IN ASTM D2321. BEDDING &BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED y 4f 0.171 4.05 j 1 5 11104 125 6 6.000 - 0.00 ^^^^� UNIFORMLY IN ACCORDANCE WITH ASTM D2321. }� WIDTH VARIES 0 1 2 3 a 5 6 �4,'J00 PSI Concrete at 28 Days POURED GGN GRETEE 1-8'-30'000.ff GRATER SHALL BE DUCTILE IRON PERASTMA53fi AAA 6" FOOTING @ POSTS LOCKING PIN RETAINER GRADETamas. 2 I1U PVCBOYTOP. SEEDRAWINGNO.T001-11S0L. GE OFA 3- THAN WIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN NOTES; APPROADN RAMP PRDFILE DETAILS RISFRSARENE MFORBMINSOVMU'DUETOSHIMING DRAWN BY DEC MATERIAL 3130 VERONA AVE SEE STRUCT. DWGS FOR FOOTING INFO 1. DUMPSTER WALLS TO BE 9-0' HIGH' 2. RESTRICTIONS. 9EEDRAWINGNO.7001-110L65. 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTMD3212FMCORMUGAMDHOPE(ADBN-l2 CMDUUWAu), BUFORD, GA 30518 DATE 3-25-1 RUN (770}932-244 Nyl last FAX (770) 932-249 PROVIDE CONIC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR N-12HB&PVCSEVfRRF-24T. REVISED BY EBQ PROJECT NO./NAME www.nyoptast-usxo COMPACTED SUBGRADE ¢ 12" THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. 5-ADAPTERSCANBEMOUNIFN ONANYANGLEB"TOR:'. TODETENMME HILL 4" VDOT 21A 95% COMPACTED 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ CONC. AND PROVIDE MINIMUMMGLEBErWEENMAPTERSSEE MNGND7001-r10-D12 DATE 2-25-1 DRAIN BASIN WITH DOME GRATE INSTALUMN EACH WAY 4. CONC. DOME TYP. SEE PLANS FOR LOCATIONS. PAINT SAFETY YELLOW. L,T LTT7ArP LDT1 17 Li T\Li C'I rTTDTATVT ('tDOC�C�TA7AT T7 r11 rTOT} ('1 ('1 eD� 6-B'-3o' DONE GRATES HAVE NOLOAD RATING. QUICK SPEC DETML 5. FINISH TO MATCH BUILDING. ELEVATED PEDESTRIAN CROSSWALK _q YtlALK (MOD C4T 1r DWG SIZE A SCALE 140 SHEET IOF1 DWG NO. 7001-110-397 REV B TYPICAL PAVING SECTION BRICK DUMPSTER ENCLOSURE Not To Scale NYLOPLAST YARD DRAIN DETAILS CONCRETE PAVEMENT & DUMPSTER PAD NOT TO SCALE Not To Scale a • w U 02 ° U = V1 � � OB N a W In L-I 2 Q ZO 2 O � ILL O e�Cc LU - Z wz Vi Z O ca > a CL OZ y W� F W I > U` F ON w ` Q 'K2 Q� O¢ y, °N ❑ V W (aO M W , U.2 Cc O :h� I ° LL '^ V 1 , QIt 4 W J I W DO y 'KClo H o Z 1 °o W W 1 �M °' O 2 W Z ° a REVISIONS zil COUNTY COMMENTS 1 /18/19 f\ COUNTY COMMENTS 4/22/19 7� COUNTY COMMENTS 12/06/ 19 COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE AS SHOWN LU Ir Q j Z W z } z a Q O o_ 0 ° w Q W J Q O CE < if M W LLJ m J Q FILE NUMBER 13.0124 SHEET 18 of 20 NOTE: HYDRANT MUST BE LIFT NOTCH C0-11 KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES- 14 1/2" MUELLER CENTURION (A-423) VILLE THREADS WHICH IS [COVER x A �I OR APPROVED EQUAL THE LOCAL STANDARD. 12 3 8" VARIES (RADIUS TO BE AS 3 xx STREET APPROACH sME SURFADING o AS MAINLINE ROADWAY (SEE NOTE 6) GENERAL NOTES 1 12 1/2 4" DIAMETER BRANCH VAI VE BOX SHOWN ON PLANS) m C C WHEN THE LENGTH OF BRANCH VARIES 1. CG-111S USED FOR STREET CONNECTIONS, AND VALVE - - _ _ - _ - }I - CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE 6' MIN I I (RADIUS TO AS REQUIREMENTS OF THE VOOT ROAD DESIGN MANUAL, INCLUDING SIGHT 2' TO 1 0' L RADIAL COMBINATION SHOWN ON PLANS) DISTANCE REQUIREMENTS. (270") CURB AMC GUTTER J. PLUG / 'P CG-S IS NOTE 7) �' 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE WATER - - - - I TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK VAR,LS SIDEWALK I I rcl TRAFFIC THE DEPTH FOR SIDEWALK M CURB RAMPS WITHIN THE LIMITS OF THE RADOSHOULD BE 7 CU. FT. VALVE BOX . r• - (SEE NOTE 2) ,. - - B �- OPTIONAL 6„ H FLOW LINES INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CO-3 #68 STONE 18' - z EXPANSION -------- U+ EXPANSION OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CAST IRO N LID \ \\ JOINT $ JOINT CONFIGURATION. 18" METER BOX �' 4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE WATER MAI `RESTRAINED JOINT FITTINGS NOTES WIDTH 'B 2-0' AS MAINLINE ROADWAY USED WITH THIS STANDARD. ' or ' 6" GATE AL SHOWN ON TYPICAL SECTION. A� 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING Of A ar 36"MIN a o •e VALVE PLAN VIEW PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. 0' 7a •, ( ^, X 6 ON-LINE ENTRANCE NOTES e%' T TEE E (TYPE "8") MAINLINE ROADWAY SLOPE S. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW 10'PARABOLIC CURVE LINE IS REWIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 2500 P.S.I. CONCRETE oP EDGE OF SHOULDER OR BX MA%. SLOPE CRINGE D THE ENTRANCE 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE BASE AND THRUST ef. E°• OPTIONAL FLOW LINE ® ---- -' D R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION BLOCK AGAINST ,C\, `L MAINLNE ROADWAY ---- ----- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) UNDISTURBED STABLE `ti� �1 C� VARIES THREADED COUPLING SX MAX. _ AX ® IT:!E D B. RADIAL CURB OR COMBINATION CURB AND GUTTER SOIL' STEEL PILE `1.1 PVC SLEEVE BRASS NIPPLE AND PVC D SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE 'ti CAP EXCEPT FOR REPLACEMENT PURPOSES. 3/4" THREADED RODS TO 18" j LUBRICATE ALL THREADS 20'MINIMUM FOR B. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS. 5'MIN. CO20'MINIMUENTRANCE D ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET /� HYDRANT S LOCATED N A FILL, ANCHOR RODS SHALL BE GALVANIZED THRUST BLOCK '� 80X FIG. W-7) CONNECTIONS. THE VALVE TO THE HYDRANT WITH 2-3/4" COATED 6" METER (SEE IN CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A A ALLOWABLE ENTRANCE GRADE CHANGES OR ASPHALT THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE EXTENSION _ VALVE N0. 57 STONE B _ ENTRANCE VOLUME GRADE CHANGE 'D" SHALL BE USED AS AUUII IUINAL SUPPORT NOTE ...---.___ ..._. __..._. ._ ..-----------'----VARIES // (l PIPE SLOT / BROOKS '(((2PLACES) 2200 SERIES M.J. FITTING 2" PIPE SLOPED TO DRAIN IF -- �. j]pVA1R41ES 2" BRASS plpEGRADE ALLOWS 7 DESIRABLE MaxW+uM HIGH MORE THAN 15DO VPD OX 3X MEDIUM soo-lsoo vPD sax sx LOW LESS THPN 500 VPD s6X 6X_,---...._ CLASS A3 �,�T 'e• "• '°' •s;"I NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT I. SURROUND WEEP HULLS WITH GRAVEL AND KEEP FREE UY CONCRETE. 'N •� - - APPLICABLE TO STREET CONNECTIONS a.Es.) 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT CONCRETE WATER MAIN AND VALVE 2" THREADED TAP ( INCLUDING DITCHES ) I/ R METERS) ARE SAME SIZE 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND \ � - � PLUG SECTION C-C VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. NOTES: DEAD END IT IS NOT ALLOWED IN THE DITCH. (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH SPECIFICATION 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP (TYPE A REFERENCE METHOD OF TREATMENT- HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 6" EXTENSION OR APPROVED EQUAL. L02 CONNECTION FOR STREET INTERSECTIONS REY B/07 REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B AND COMMERCIAL ENTRANCES TYPICAL BLOW -OFF ASSEMBLY VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04• PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. NTS FIG. w-8 CG11 ENTRANCE DETAIL TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL METER BOX TYPICAL BLOW -OFF ASSEMBLY NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE q syTa of 1' COMPRESSION x 3/4' MALE PIPE COUPLING OS�y PI. - OR APPROVED EQUAL T -r r� 45° Qj o max L SOFT C 'KEAl 2 sQFr cQPPER J R�DENTIAL SERVICES ON OR DUAL FAMILY Dustin E. Greene AND IRRIGATION SERMCES. �' O III WE Lic. NO. ft op 55833 164 Dud, 11/18/20 61? ox 5 max s91ONAL 68 a � a PLUG NOTE: PLACE 5' GALVANIZED WITNESS POST WITH a NO SWEATED FITTINGS 2 CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 2 DUAL SERVICE R TO HIGHWAY DEPARTMENT APPROVAL. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL T I*IYPEPPER FINISHED GRADE O FOR ALL BENDS FOR TEE OR WYE FITTINGS FOR USEONDEVICE WHERE FAMILY FOR US O SETACE WHERE AN IRRIGATION 24 MIN 24 MIN METER IS NOT PROVIDED. TX'"'' 8:" 8" INITIAL BAOKF LL 8" 8' WIDEN TRENCH TO ' o ,Tz MIN MIN. MIN MIN.. ACCOMMODATE SINGLE SERVICE 6 P I_il NOTE: REQUIRED, ANCHOR F 1) SADDLES SHALL BE USED ON PVC PIPE. ' ADJUSTABLE VALVE BOX W/ LID 61� REQUIRED. Gas IRON uD BINGHAM & TAYLOR FIG. NO. 4905 in M FINISHED GRADE SCREW TYPE OR APPROVED EQUAL BEDDING AS 4 z_ ( ) STABLE SOIL ROCK REQUIRED D. ' 17-15 LOCKW NO BAll. METER * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL _ ° l Y"o nim z v - STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND 36'MIN. COPPERSEETER THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF PLUG 1/B BEND COUPUNO_\ = 's, #68 STONE. MIN 45 MIN METER T T .: '6,. a, SECTION 1-1 SECTION 2-2 QDRPDR^RDN6DP "y` NSRIECESSARY FOUNDATION IN POOR SOIL UNDER -CUT CONDITION t 1 [� , NECESSARY ..-SILT. tL,. . +... *• SANG OR WSi UNDER n +y ', `a1 4' DIAMEIFA DCKRNN PIPE, M.J. GATE VALVE ND SOX ASEf1ER (2-INCH :1: iE%,:-':i� LQMG STONE POET, VDOT PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1 /2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 81,, 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 1 2 , 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 MINIMUM THICIOl65 :_t :A ies•' ''o , ti `•• SPEC. 2D3, NO. 57 AQOREQAM TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) 4'MI INITIAL BacKEILL 4'MI UNSTABLE 8" $" 8" 8" 50L\ __ MIN. MIN. _ MIN MIN #68 STONE \ NTS FIG. W-SA WATER LINE __ GRANULAR FILL AS -APPROVED BY ACSA TD-10 iL --STARI F SOIL 0 ROCK' STABLE SOIL OR ROC 2500 P.S.I. NOTE CONCRETE a 2'x 2' BEARING AREA. THRUST BLOCK a 1 . NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. TYPICAL SERVICE LATERAL INSTALLATION ° 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. NOT TO SCALE ° < a ° a 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 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF WIDTH VARIES IN THE TRENCH. ALL THRUST BLOCKS. 4,000 PSI Concre e� 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. loll NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES AHCVL T ;ADL. --F DUCTILE IRON WATER PIPE -� COMPACTED SUBGRADE L 12" TYPICAL GATE VALVE INSTALLATION & BEDDING T 7 TI r� CONCRETE THRUST BLOCK DETAIL #4 6" VDOT 21A 95% COMPACTED EACH WAY NOT TO SCALE NOT TO SCALE NOT TO SCALE CONCRETE PAD DUMPSTER DETAIL ALL DETAILS APPLY TO A DETACHED OR ATTACHED STER ENCLOSURE. GENERAL CONTRACTOR TO V�Y' I w/ CIVIL AND ARCHITECTURAL PLAN FOR EXACT LOCATION OF DUMPSTER ENCLOSURE. w � o U rT, Al' 111 N Q N 0 ILI-M', W C z Q ZO U a ° ' O O CCW LU _z JJ 04)� �Z W w O N <L0 cc OR Urn I CN too O Eli V , O x� W OS, 0LL LL vI It R y a W -J W Lo y, ell UN O z TL n 111 50 co L I M W 7 Ud W O= % d REVISIONS 1� COUNTY COMMENTS 1 /18/19 20 COUNTY COMMENTS 4/22/19 Q COUNTY COMMENTS 12/06/19 ® COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE AS SHOWN LU cr Q Z ® � > z p z co JOB d of O o w C) w Q O < cc m w m J Q F FILE NUMBER 13.0124 SHEET 19 of 20 Access Management Design Standards for Entrances and Intersections .. tti PHV APPROACH TOTAL, VEHICLES PER HOUR Appropriate Radius required at all Intersections and Entrances (Commercial or Private). LEGEND PHV - Peak Hour Volume (also Design Hourly Volume equivalent) Adlustment for Riaht Turns For posted speeds at or under 45 mph, PHV right turns > 40, and PHV total <300. Adjusted right turns = PHV Right Turns - 20 If PHV is not known use formula: PHV = ADT x K x D K = the percent of AADT occurring in the peek hour D =the percent of traffic In the peak direction of flow P Note: An average of 11 % for K x D will suffice. FIGURE 3-23 GUIDELINES FOR RIGHT TURN TREATMENT (2-LANE HIGHWAY) AADT= 3900 PHV = 3'100 • It' 7. = 411 \j..Vl:LICS Hr NOTE: NO RIGHT TURN LANE REQUIRED G20-2 END ROAD WORK W20-1 ROAD WORK AHEAD CONTRACTOR'S RECORD DRAWING REQUIREMENTS: CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF 'REDLINES". 'REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE 'REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: • REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED • ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION • CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' • IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' • USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS USE CLEAR LETTERING • NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR mC❑ THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS RELOCATIONS SUBSTITUTIONS ETC • BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) • PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS • CROSS OUT ANY PLAN REFERENCE TO o,APPROVED EQUAL❑ AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS • ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. • RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. • ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING • CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN OREDLINED❑ TO PROVIDE ACCURATE DETAILED WP-2 AREA = RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT oREDLINEDEi ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE 000NSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN17. NAME TITLE DATE EXISTING STRIPING TO REMAINO O aCn ❑❑ ❑O F -0 • C4,'u"r..LF7 O Or::I: .:::::::::.::::::::: WHITE LEFT- IERGE ARROW Q = CHANNELING DRUM GENERAL NOTES 1. TEMPORARY LANE WIDTHS SHALL NOT BE LESS THAN 10 FEET. 2. TIMBERWOOD BLVD TO REMAIN OPEN THROUGHOUT THE ENTIRETY OF THE PROJECT. 3. MEASURES SHALL BE TAKEN TO ENSURE ADEQUATE SIGHT DISTANCES DURING CONSTRUCTION OPERATIONS. TRAFFIC CONTROL DEVICES, SIGNS, CONSTRUCTION EQUIPMENT, MATERIAL STORAGE OR ANY OTHER OBSTACLE WILL NOT BE ALLOWED TO INTERFERE WITH SIGHT DISTANCES AT ENTRANCES FOR THIS PROJECT. 4. EQUIPMENT AND/OR MATERIALS SHALL NOT BE STORED WITHIN THE ESTABLISHED CLEAR ZONE OF EITHER LANES. 5. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 2011 EDITION, REVISION 1 - APRIL 1, 2015 VIRGINIA WORK AREA PROTECTION MANUAL. 6. ALL CONFLICTING PAVEMENT MARKINGS AND RAISED SNOWPLOWABLE PAVEMENT MARKERS SHALL BE COVERED USING CONSTRUCTION PAVEMENT MARKING TYPE E 6. 7. CONTRACTOR TO MAINTAIN TRAFFIC CONTROL IN PLACE DURING CONSTRUCTION SUBJECT TO FINAL REVIEW AND ADJUSTMENT AS NECESSARY BY VDOT. 8. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE INSTALLED IN ACCORDANCE WITH MUTCD, LATEST EDITION. 9. TIMBERWOOD BOULEVARD NORTH BOUND TWO LANES TO BE USED FOR THROUGH TRAFFIC DURING STRIPING AND MILLING. of P� o rVA Dustin E. Greene Uc. No. A 55833 44 ��ti# 11/18/20 m a a ro -- e -— N m �IenapTs x3 0 o 608 1'48"E \ 8 1' 15.8' o tP 44.0 Cn a� U mYTJ� U J w 0 0' p 1l j a,d-m� mQoi> amp xm�Q_a.0d no m ��W 6 a 1 \ 1-4-c3 N.o ALL, :� Z �o a LLl 0 I *SELECT MATERIAL OR STABILIZED SUBGRADE PPE MATERIAL My{ `8" PiPE CURB AND GUTTER SECTION u TRENCH WITH AGGREGATE UP TO ELBOW. PPE IS PERFORATED%TO LBOW CTION 45• ELBOW CONNECTION 157 ADGREGATE,MB AGGREGATE '� OUTLEHOR CRUSHED GLASS MEETING BEGIN 18 GRADATION REQUIREMENTS. F h ELBOW N SELECT MATERIAL OR 8 PIS STABILIZED SUBGRADE MATERIAL F SPECIFIED EW-12 WITHOUT PAVED SHOULDER (TYPICAL) NOTESPLAN VIEW OF OUTLET PIPE AT FILL 1. WHEN T LONGITUDINAL PPE CONNECTS DIRECTLY INTO A A T P T M .1 LONGITUDINAL PERFORATED PIPE HE L UD n o DRAINAGE STRUCTURE (oao MET, MANHOLE. ECT , NON -PERFORATED OUTLET PIPES ARE NOT REQUIRED. TYPE OF PIPE CRUSHING STRENGTH Ili W.T. fi" NOMINAL DIMAE iER SMOOTH WALL PVC 1 151 CORRUGATED PE I I AASHTO M-252 2. INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINIMUM OF 1'-O'• ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 3. ALL CONNECTIONS (ELBOWS, WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO DE OF THE SAME CRUSMNG STRENGTH AS THE OUTLET PIPE. 4. OUTLET PPE ARE TO BE INSTALLED ON 2%MN. (32 DESIRABLE) GRADE. 5. THE NORMAL DEPTH OF UNDERDRAN IS TO BE 4'-0" BELOW THE NEAR EDGE OF PAVEMENT AS SHOWN. THE NON -PERFORATED OUTLET PIPE LONGITUDINAL GRADE OF THE UNDERDRAN SHALL FOLLOW THAT OF THE ROADWAY WITH A MINIMUM GRADE OF 0.2 Z TYPE OF PIPE CRUSHING STRENGTH W.T. I" NOMINAL DIAMETER SMOOTH WALL PVC 1 .153 SMOOTH WALL PE 70 PSI N N N 1!_G uD- PAVED SHOULDER y 1'-S" EHT PAVEMENT ISJ AGGREGATE.IB • AGGREGATE OR CRUSHED __ N ".'.•.•.•_'.•. GLASS MEETING 08 LADE I � �" ' SUBGRADE • GRADATION REOVIREMEN'S V s57 AGGREGATE,IB AGGREGATE OR CRUSHED GLASS MEETING 08 GRADATION REOUREMENTS. - ' (EDGE OF PAVED SHOULDER) ' PAVED SHOULDER SECTION SUBBASE S. WHERE THE BOTTOM OF SELECT MATERIAL IS GREATER THAN 4'-0" BELOW THE PAVEMENT, THE BOTTOM OF THE UNDERDRAN IS TO BE COINCIDENT WITH THE BOTTOM OF SELECT MATERIAL AND THE TRENCH DEPTH AND BACKFILL OUAMTITY INCREASED ACCORDINGLY 7. WHEN USED WITH STABILIZED OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER SHAI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES OUT TO THE DEPTH OF THE PAVEMEN- 8. OUTLET PPE 70 BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. N WALL THICKNESS (MN) - INCHES 9. VDENOTES WATER TABLE. NNN TESTED ACCORDING TO ASTM D-2412 IO.OUTLET PPE CONFIGURATION TO PROVIDE FOR PASSAGE OF INSPECTION CAMERA WITH 21/j' I. D. HEAD. AT 5% DEFLECTION. SPECIFICATION REFERENCE STANDARD GROUNDWATER UNDERDRAIN vDOT ROAD AND aawcE STANDARDS 240 501 ✓BGINIA DEPARTMENT OF TRASPORTA'ION REVISION DATE SHEET 1 OF 1 701 108.of UNDERDRAIN UD-1 NO SCALE N O L E NOYRO SM .00 w I EXISTING o STRIPING T + J TO REMAIN 4Pd W4"V 9 ' WM +I 1 F_99 'X3 0 BLVD. (90' ROW) ADT = 3900 O -- O E �© O O O" DOUBLE O 4 DASHED c V CJ n N EX. DOU�E 4 YELLOW N O O O .PubAC,35 MPFp YELLOW ST E ITS STRIPE STRIP TO R MAIN ................. ...........:::.:.:... O —� O ...m....w................................:.....w.....:............... ...w.e•...........................................! +w.•::w:•::!!.:::•:!.•'MM„+'. �;:R:s::•xn::::•hn.:ncz•!:v::s:•:::rr:::•!:::e:•!!w:::•w:•::~�ar.:::r.:•!am::::•!::n az �'�:: EX. DOUBLE 4" YELLOW STRIPE TO BE REMOVED STRIPING TO BE REMOVED DUSTING STRIPING TO BE REMOVED PROPOSED W4-1L G20-2 �i W20-1 ROAD WORK AHEAD PROPOSED W4-1L STRIPING TO BE REMOVED IN TEMPORARY TRAVEL LANE AND REPLACED AFTER WORK HAS BEEN COMPLETED END ROAD WORK ADT = 1900 a • U y O O 2 0-)Q rT, 1,1 N � Q zo to Cr >LL O •_ LU Z ,O^ J J COO g CL 2 w O� �: W 0 Ue Z ON w Q ? CC C%l a Ln 2 CC OQ Lo UN O 0) r� V W� Ox 2 Lit. ryryry... O fr -JLL kC� CC 4; a W -J Ln U PC z r Or W W 2 OT � % co 0-) `7 'VVR111 LU O W d REVISIONS 1� COUNTY COMMENTS 1 /18/19 2� COUNTY COMMENTS 4/22/19 30 COUNTY COMMENTS 12/06/19 ® COUNTY COMMENTS 7/23/20 DATE NOV 30, 2018 SCALE 1"=20' a W a O Q Q Z_ ::) 0 .-6 L> z > C) z W Q o z °- 0 a J E < O � 12 W W Q � I- E- a FILE NUMBER 13.0124 SHEET 20 of 20