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HomeMy WebLinkAboutSDP201800071 Plan - Approved Initial Site Plan 2018-11-20I I k i Ll -q" k i A U AIA A K61;J I A Z k d;J Tr rj) Iq ri Submittal Type Reviewed and Approved by the Community Development PeParrment Date File# -7 Signature I of 20 Cover Sheet 2 of 20 Notes, Abbreviations, & Legend JS .......... .... ....... .. ...... ....... ............................... . . ..... 3 of 20 Existing Conditions onditions Demo Plan PrOWN-Hy., 41. 4 of 20 Subdivision Exhibit 5 of 20 Layout Plan F11 qw: H.0 ranf #.3' 6 of 20, Layout Plan 7 of 20 Grading Plan ate 'T."imWwo-0 �'V m�� d 0 M 22 P- 87 VIROMM EkZURX AND POWER COMPANY USA%. UT= 8 of 20 Grading Plan ZONING: JUS. R1 9 of 20 Landscape Plan RIO 10 of 20 Landscape Plan Pjtot.Pre.$�s.ure',#.' :64, 11 of 20 Landscape Plan ,7' \6' 1.2 of 20 Lighting Plan 13 of 20 Lighting Plan Cut Sheets 14 of 20 Sanitary Sewer Profiles M 4.6-B4 P- 7D ft 46-B4 P- 7C NIOUL&T MX. 6/0 DOWN RM77 •mmurs LLC; C/o DOWER REALTY 15 of 20 Storm Sewer Profiles and Calculations .. . ......... . . Test-mmai$paq, 16 of 20 Road Profiles 17 of 20 Storm Sewer Drainage Areas LUIS 46 P- 84-A ,ONES, LUIS cOMWOMY Assomim OSE; POND C> ZOMP., Nt 18 of 20 Details 'ffO2W' -iont- ny, ac, C/o BOF"R REALTY C) 0*0414ion (&PM) ......... .... d 11 ............ 19 of 20 Details NOT tea,. T. 4-54 tz man W, c/o C) 20 of 20 Left Turn Restriping Plan 7tr. 46-84 Far BI paRear uas cvMNMr1 ASSOrJAYWAY, Me. USE., SOCCER FIELD zoffiwa NO S81 r rm 46 -SS Par B T0,VS7 LASES COMOXITY ASSOVINUOR INC ass: CLUBHOUSE R.0* $441. ZOMWO. R4 * ce 11.0rity. vj.. CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPIWENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION FIRE / RESCUE 'VI -k- . (1/1'7 fm < 0 3� CM U) 0 Z) 0) M CM cm �� 0 Q� d -j; -j 5 cc Z --:t j N 00 qz .0.::1C cu"), CA cccc cc cc 0 Q. Uj W U.) CO 00 cm 0 z 0 0) co W �D z 0 Uzj REVISIONS ra DATE SEPT 21, 2018 SCALE AS SHOWN W Cc < z Cr- CY 0 > E-, LL z z 0 C/) 0:) CL 0 W W �: j 0 rr < U) W 2 W F— FILE NUMBER 13.0124 SHEET 1 of 20 'VI -k- . (1/1'7 fm 9, L Ton Noi11`111 1cm SITE DATA OWNER / DEVELOPER HIGHLIFE, LLC PO BOX 17 CHARLOTTESVILLE, VA 22902 LEGAL REFERENCE & SOURCE OF TITLE: DB 2775 PG. 734 MAGISTERIAL DISTRICT: RIVANNA MAGISTERIAL DISTRICT SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING, JULY 2014 SOURCE OF TOPOGRAPHY SURVEY BY ROUDABUSH, GALE & ASSOCIATES, APRIL 1989, FIELD VERIFIED BY DOMINION ENGINEERING. JULY 2014, DATUM NGVD 29, THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #51003CO140D DATED FEBRUARY 4, 2005 THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. BENCHMARK(S): BENCHMARK 513.84 CHISELED SQUARE ON TOP OF CURB AT SOUTH END OF MEDIAN AT THE INTERSECTION OF TIMBERWOOD BOULEVARD & WORTH CROSSING. NGVD 29. WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. THIS PROPERTY IS ZONED: R-15; SUP (SP -94-16) CURRENT USE: MEDICAL OFFICE BUILDING ON PARCEL 7C, OTHERWISE VACANT PROPOSED USE: EXISTING OFFICE ON PARCEL 7C. PROPOSED OFFICE BUILDING ON PARCEL 7A AND PROPOSED RESIDENTIAL TOWNHOMES ON PARCEL 7 GROSS RESIDENTIAL DESNSITY: RESIDENTAIL AREA: 3.64 ACRES (PARCEL 46-B4-7) 32 TOWNHOME UNITS PROPOSED 32 UNITS / 3.64 ACRES = 8.80 UNIT / ACRE MAXIMUM BUILDING HEIGHT: 35' BUILDING SETBACKS 30' FROM ADJACENT PUBLIC STREETS 50' FROM RESIDENTIAL AND RURAL AREAS GENERAL TOYINHOMES: 5' MINIMUM, 25' MAXIMUM FRONT SETBACK SITE AREA TABULATIONS (PER 4.19) 20' REAR SETBACK EXISTING SIDE SETBACK, NONE any existing road, a permit shall be obtained from the Virginia Department of PARKING SETBACKS 10' FROM PUBLIC STREETS PROPOSED TM -PARCEL* 20' FROM RESIDENTIAL AREAS 46-84-7 UNDISTURBED BUFFER 20' FROM RESIDENTIAL RECREATIONAL AREA REQUIRED PER Z.0 4.16 IS 200 SF/UNIT Residential Lots, Open Space, & Private Accces/Utility Easement REQUIRED RECREATIONAL AREA: 6,400 SF 46-134-7A. RECREATIONAL AREA PROVIDED: 17,376 SF AND 1 TOT LOT (SEE SHEETS SP9 AND SP10 FOR LOCATION OF RECREATIONAL AREA) RECREATIONAL AREA IS OPEN SPACE MINUS THE PRIVATE STREET VARIABLE WIDTH EASEMENT LAND SCHEDULE: POST -DEVELOPMENT (SF) 0.27 LOTS 126,982 SF 49.7 COMMON AREA/OPEN SPACE (RESIDENTIAL) 31,453 SF 12.3 ADJUSTED TMP 46-84-7C 31,828 SF 12.5 TMP 46 -B4 -7A 11,950 SF 4.7 COMMON AREA/OPEN SPACE (COMMERCIAL) 53,315 SF 20.8 TOTAL 255,528 SE (5.866 ACRES) 100% PROPOSED IMPERVIOUS AREAS: TOTAL EXISTING IMPERVIOUS AREA: 1.16 ACRES PAVED PARKING/TRAVELWAY: 0.75 ACRE EXISTING IMPERVIOUS AREAS TO REMAIN: CONCRETE WALKS / PAVED PATHS: 0.11 ACRE EXISTING PARKING/TRAVELWAY : 0.77 ACRE PROPOSED RES. BUILDINGS: 0.64 ACRE EXISTING CONCRETE WALKS / PAVED PATHS: 0.10 ACRE PROPOSED OFFICE BUILDING: 0.13 ACRE EXISTING BUILDINGS: 0.29 ACRE TOTAL PROPOSED IMPERVIOUS AREA: 1.63 ACRES PARKING TABULATION FOR TOWNHOUSES: STORMWATER MANAGEMENT NQJI REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING STORMWATER MANAGEMENT (QUTANTiTY) CONTROL FOR THIS DEVELOPMEN" IS PROVIDED ViA ARBOR LAKE LOCATED ADJACENT TO THE SITE AT THE 32 TOWNHOUSES X 2 SPACES + 32 TOWNHOUSES X (1 SPACE/4 UNITS) = SOUTHEAST CORNER, REFER TO COUNTY SWM #56-01. 72 PARKING SPACES REQUIRED STORMWATER MANAGEMENT (QUALITY) IS PROVIDED VIA PURCHASE OF 74 PARKING SPACES PROVIDED OFFSITE PHOSPHOROUS CREDITS3. PARKING TABULATION FOR COMMERCIAL USE: REQUIRED PARKING PER APPROVED PARKING REDUCTION REQUEST = 65 SPACES PROVIDED PARKING = 66 SPACES INCLUDES 9 HANDICAP 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 COMMERCIAL SPACE: 18,090 SF EXISTING SQUARE FOOTAGE OF COMMERCIAL SPACE: 12,424 SF PROPOSED SQUARE FOOTAGE OF COMMERCIAL SPACE: 5,666 SF TOTAL SQUARE FOOTAGE OF COMMERCIAL SPACE: 18,090 SF PROPOSED SQUARE FOOTAGE OF RESIDENTIAL SPACE: 27,928 SF APPROVED RESIDENTIAL DENSITY: 8.8 UNITS/ACRE 32 UNITS PROPOSED RESIDENTIAL DENSITY: 8.8 UNITS/ACRE 32 UNITS OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. 1. CRITICAL SLOPES AND UNDEISTURBED BUFFER WAIVERS WERE GRANTED WITH THE PRELIMINARY SITE PLAN REVIEW (SDP201100042). (PRIOR APPROVALS) 2, SP 1994-16 - ALLOWED PROFESSIONAL OFFICES 3. SP 2008-52 - ALLOWED STAND ALONE PARKING *NOTE: REVISED AREAS WiLL NOT BE APPROVED UNITL A SUBDIVISION4 APPLICATION IS SUBMITTED FOR REVIEW. ACSA GENERAL WATER & SEWER CONL)Il'IUNS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES 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 INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, 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 (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, 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 DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 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. A illli I � LEGEND C GENERAL CONSTRUCTION NOTES: 1. Prior to any construction within any existing public right-of-way, including connection to GENERAL SITE AREA TABULATIONS DESCRIPTION EXIST EXISTING TM -PARCEL any existing road, a permit shall be obtained from the Virginia Department of AREA (ACRES) PROPOSED TM -PARCEL* AREA (ACRES)* 46-84-7 0 2.76 Residential Lots, Open Space, & Private Accces/Utility Easement 3.64 46-134-7A. dN 0.27 46-134-7A (Commercial) 0.27 46-134-713 PROPERTY LINE 1 " '': 1.10 46-134-713 (Commercial) 1.23 46-134-7C MIN MINIMUM NQ 1.74 46 -B4 -7C (Commercial) 0.73 TOTAL 5.87 TOTAL 5.87 ACSA GENERAL WATER & SEWER CONL)Il'IUNS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES 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 INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, 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 (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, 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 DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 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. A illli I � LEGEND C GENERAL CONSTRUCTION NOTES: 1. Prior to any construction within any existing public right-of-way, including connection to GENERAL EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION any existing road, a permit shall be obtained from the Virginia Department of 0 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of ABAN ABANDON(ED) MAX MAXIMUM dN the permit. Where any discrepancies occur the requirements of the permit shall govern. PROPERTY LINE 1 " '': x 125 TC TOP OF CURB ELEVATION 2. All materials and construction methods shall conform to current specifications and ADJ ADJUST MIN MINIMUM NQ standards of VDOT unless otherwise noted. __._......__ _-..-._. ADJACENT PROPERTY LINE x 12 BC BOTTOM OF CURB ELEVATION 3. Erosion and siltation control measures shall be provided in accordance with the approved AHD AHEAD MON MONUMENT CONCRETE ~- >LLZ erosion control plan and shall be installed prior to any clearing, grading or other construction. C-, _ .- - - _ VACATED PROPERTY LINE t ' 1 ._. x 125 FL FLOW LINE ELEVATION 4. All slopes and disturbed areas are to be fertilized, seeded and mulched APRX APPROXIMATE NIC NOT IN CONTRACT. Q � r W 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, - - - - -- - EASEMENT '' > x 125 EOP EDGE OF PAVEMENT ELEVATION lesser slopes of 3:1 or better are to be achieved. BC BACK OF CURB NTS NOT TO SCALE 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the -a-- BUILDING SETBACK x 125 SPOT ELEVATION County Engineer, or designee, it is deemed necessary in order to stabilize a drainage BFE BASEMENT FLOOR ELEVATION OC ON CENTER UJ 4.Z channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic-- BIT BITUMINOUS OH OVERHEAD -- .m --" �- BUILD TO LINE x "I f-`' ?' _ x 125 TW TOP OF WALL ELEVATION Control Devices. W L0 C) F- F- o 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for BK BACK PE POLYETHYLENE �� ZONING LINE 1 >` : ` > x 125 B W BOTTOM OF WALL ELEVATION the Construction Industry (29 CFR Part 1926). BM BENCHMARK PERF PERFORATED TEST 10. All retaining walls are subject to separate permit approval. J PIT LOCATION/BORING LOCATION . [t LIMIT OF DISTURBANCE GENERAL CONSTRUCTION NOTES FOR STREETS: BS BOTTOM OF SLOPE PROP PROPOSED BENCHMARK 1. Prior to any construction within any existing public right-of-way, including connection to ---- FLOODPLAIN LIMIT any existing road, a permit shall be obtained from the Virginia Department of CB CATCH BASIN PRVD PROVIDED IRON FOUND Transportation (VDOT). This plan as drawn may not accurately reflect the requirements . - az -- BUFFER ZONE of the permit. Where any discrepancies occur the requirements of the permit shall CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY govern. A. RMA 2. Construction inspection of all proposed roads within the development will be made by the Z RMA - RESOURCE MANAGEMENT AREA UD UNDERDRAIN County. The contractor must notify the Department of Engineering (296-5861) 48 hours CENTER LINE RCP REINFORCED CONCRETE PIPE RPA <C in advance of the start of construction. W a RPA - RESOURCE PROTECTION AREA DRAINAGE LINE 3. All materials and construction methods shall conform to current specifications and CL CHAIN LINK REM REMOVE o (J) standards of VDOT. All excavation for underground pipe installation must comply with LL Q z 0 Z OSHA Standards for the Construction Industry (29 CFR Part 1926). CMP CORRUGATED METAL PIPE REQD REQUIRED RD ROOF DRAIN 4. Erosion and siltation control measures shall be provided in accordance with the approved LL `"` - -` - EDGE OF GRAVEL � erosion control plan and must be installed prior to any clearing, grading or other CONC CONCRETE RET RETAIN w SEWER LINE construction. EDGE OF PAVEMENT LL! 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor CY CUBIC YARDS RT RIGHT CG -2 -" TD TRENCH DRAIN shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results = - STANDARD 6" CURB shall be submitted to the County. if a subgrade soil CBR of 10 or greater is not CENTER CENTER R/W RIGHT OF WAY "" '' "-" obtainable, a revised pavement design shall be made by the design engineer and C/C TO 13.0124 CG -3 W WATER UNE submitted with the test results for approval. _ - -- STANDARD 4" CURB 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum C&G CURB AND GUTTER R&D REMOVE AND DISPOSE CG -6 -4" FP ARE PROTECTION UNE allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of COMBINATION 6" CURB &GUTTER 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or DIA DIAMETER R&R REMOVE & RESET CG -7 = z"DW WATER SERVICE UNE within easements prior to acceptance by VDOT. All drainage outfall easements are to beEL ELEVATION SD SIGHT DISTANCE = = C;OMBINATiON 4" CURB & GUTTER extended to a boundary line or a natural watercourse. The contractor shall field verify the = -- - c GAS LINE length of all storm drainage pipe. 8. Guardrail locations are approximate. Exact length, location and appropriate end ELEV ELEVATION SQ SQUARE ' ,-%, ; ; , /, FIRE LANE STRIPING treatments will be field determined at the time of construction. Additional guardrail may i4 °HW OVERHEAD ELECTRIC WiRE be required at locations not s; -,own when, in the opinion of VDOT, the Director of ES END SECTION STA STATION Engineering, or the Directors designee, it is deemed necessary. When guardrail is A&= BE BUILDING ENTRANCE UGE UNDERGROUND ELECTRIC required, it shall be installed four (4) feet offset from the edge of pavement to the face of EW END WALL SW SIDEWALK guardrail, and roadway shoulder widths shall be increased to seven (7) feet. LDDHT LOADING DOCK OVERHEAD TELEPHONE UNE Albemarle County Engineering & Public Works Policies July 1998, Revised 30 January 2003 EX EXISTING SWEL SOLID WHITE EDGE LINE 9. Where urban cross sections are installed, all residential driveway entrances shall conform- BOLLARD - "- ''' - `" UGTUNDERGROUND TELEPHONE UNE to VDOT CG-9(A,B or C). EXIST EXISTING SWLL SOLID WHITE LANE LINE 1.0. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -i. FDN FOUNDATION TBA TO BE ABANDONED D D>UMPSTER PAD CATV - CABLE N 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, the Director of Engineering, or the Director'sFFE designee, it is deemed necessary. FINISHED FLOOR ELEVATION TBR TO BE REMOVED S LGN __m , • _............ DRAIN INLET 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. Additional clear zone may be required depending on GTT) GRADE TO DRAIN TC TOP OF CURB __-- r - ; O DRAIN MANHOLE the category of road design. STEEL GUARDRAIL - 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as IFIRON FOUND TS TOP OF SLOPE _ shown on the typical pavement section detail, shall be strictly adhered to. The cross slope ------------"----.- - n WOOD GUARDRAIL PLUG OR STUB shall be maintained as shown on the plans. Exceptions will not be allowed. IS IRON SET TYP TYPICAL 14. All required signs (stop, street name, speed limit signs, etc.) are to be.furnished and FLARED END SECTION installed by the developer prior to acceptance. Signs and their installation shall conform "Albemarle LA LANDSCAPE AREA UG UNDERGROUND - -- - - P>AR{ to County Road Naming and Property Numbering Ordinance and Manual" - - -- - - - �--� HEADWALL and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on the plans. The developer shall. be responsible for maintenance of the signs LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK ' '" ' ""'' "`� TfREE LINE until the roads have been accepted into the state secondary road system. The speed limits by VDOT to LF LINEAR FEET YDS YARDS__.. to be posted on speed limit signs are to be determined prior acceptance. The __.....; .-._._-.;...-.... � � FIENCE . =' SEWER MANHOLE speed limit is to be posted 5mph below the design speed. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat LT LEFT °co for this project expire prior to signing and recordation, then approval of these plans shall ------------ S;TONE WALL SEWER CLEANOUT be null and void. UTILITY 16. Traffic control or other regulatory signs or barricades shall be installed by the developer - - - - - - RETAINING WALL when, in the opinion of the Director of Engineering, or the Director's designee, the are P9 Y ARV AIR RELEASE VALVE MH MANHOLE `''` 0 WV WATER VALVE & BOX deemed necessary In order to provide safe and convenient access. 17. Use VDOT standard CD -1 or CD -2 underdrains under the subbase material at all cut and BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE - - - - STREAM / POND / WATER COURSE FIRE HYDRANT ASSEMBLY fill transitions and grade sag points. 18. A video comero inspection is required for all storm sewers and culverts that are deemed CO CLEANOUT RIM RIM ELEVATION DETENTION BASIN WM inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance WATER METER program and ownership. The video inspection shall be conducted in accordance with SIILT FENCE video camera inspection Procedure and with a VDOT and/or Count inspector CTV CABLE TELEVISION SAN SANITARY X Ci% © WATER WELL present. In addition, if high-density polyethylene (HDPE) pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should hold a preconstruction DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL meetingfor Installation training. 9 _.... ___ _ _...... t 2 -- CdONTO GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: DIP DUCTILE IRON PIPE SD STORM <; GAS VALVE 1. The plan approving authority must be notified one week prior to the pre -construction ELEC ELECTRIC STIR DRAINAGE STRUCTURE 0o v " _ Ii�VDEX CONTOUR w ` � cM ° GAS METER 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 FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE .- 10 P1ARKlNG COUNT minimum standards and specifications of the Virginia Erasion and Sediment Control ELECTRIC MANHOLE Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. FM FORCE MAIN UP UTILITY POLEON 191 R, CIROSSWALK EM � 11 ELECTRIC METER 3. All erosion and sediment control measures are to be placed prior to or as the first step in F&C FRAME AND COVER WL WATER LINE clearing. ": ", ACCESSIBLE CURB RAMP LIGHT 4. A copy of the approved erosion and sediment control plan shall be maintained on the site aty}. all times. F&G FRAME AND GRATE WM WATER METER HIANDICAP PARKING POLE 5. Prior to commencing land disturbing activities in areas other than indicated on these plansG7 TELEPHONE MANHOLE (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a GREASE TRAP WV WATER VALVE "' ( VlAN-ACCESSIBLE HANDICAP PARKING supplementary erosion control plan to the owner for review and approval by the plan `" `✓ 1... i TRANSFORMER PAD approving authority. GV GATE VALVE 6"V 6" VALVE VAN .......; 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. HDPE HIGH DENSITY POLYETHYLENE CONCRETE PAVEMENT / SIDEWALK �Q-) UTILITY POLE 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. INV INVERT(7� RIiPRAP a GUY POLE 8. During dewatering operations, water will be pumped into an approved filtering device. d ` _A ...... 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing Any NIEW ASPHALT � � ;x, rainfall event. necessary repairs or cleanup to maintain the effectiveness of k MATCHUNE the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. GBRASS 11. AN waste materials shall be taken to an approved waste area. Earth fill shall be inert NOTES: materials only, free of roots, stumps, wood, rubbish, and other debris. E(C-2 BLANKET MATTING 1. THE SIZE OF THE SYMBOLS MAY VARY FROM 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning THOSE SHOWN. Ordinance section 5.1.28. shallE(C-3 13. All inert materials shall be transported in compliance with section 13-301 of the Code of TYPE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. � � Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to E(C-3 TYPE B the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to damage to land WVETLAND persons, physical adjacent 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 facilities where applicable all erosion control measures required CONTRACTOR'S COORDINATION RESPONSIBILITIES by this plan regardless of the sale of any lot, unit, building or other portion of the property. 11. THIS PROJECT DISTURBS MORE THAM ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF'THESE PLANS. CONSTRUCTION PERMIT (GCP) PROGWAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual JURISDICTION OF THE EPA. PRIOR TCD THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND Ryegross and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May 2. ANY TiME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. through August to consist of German Millet. Straw mulch is to be applied at 801bs/1OOsf. THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 12. CONTRACTOR SHALL COORDINATE YOITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMEFNTS. inches of soil. Fertilizer shall be applied at 10001bsjacre and consist of a10-20-10nutrient CONSTRUCTION. mix. Permanent seeding shall be applied at 1801bs/acre and consist of 959 Kentucky 31 or Kentu k 4. CONTRACTOR TO VERIFlY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR 14. ONTRACTOR SHALL DISPOSE OF DEMIOLIiION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. STATUTES. applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING 15 EXISTING UTILITIES SHALL BE TERMINUATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage UTILITY POLES. STANDARDS SPECIFICATIONS, AND DEETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. or clogging to structural measures is to be repaired immediately. Silt traps are to be cleaned when 509 of the wet storage volume is filed with sediment. All seeded areas are to be 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE. reseeded when necessary to achieve a good stand of gross. Silt fence and diversion dykes 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE GENERAL CONSTRUCTIOM NOTES FOR STORMWATER MANAGEMENT PLANS: which are collecting sediment to half their height must be cleaned and repaired DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT 1. All dams and constructed fill) to be within 959 of maximum dry density and 29 of optimum ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. LTROPimmediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days offinal moisture content. All fill matterial to be approved by a geotechnical engineer. A site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 8, CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. geotechnical engineer is to b)e present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities.21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of (Water Protection Ordinance 17-204G.) 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, 3. For temporary sediment traFps or basins which are to be converted to permanent stormwaterapproval. STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES facilities; is to take the is (eDAV71 section REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND APPROVED management converrsion not place until site stabilized, and 14 Permanent vegetation shall be installed on all denuded areas within nine (9) months after SHALL BE BY SUCH. ALL COST SHALL B£ INCLUDED IN BASE BID.22. permission has been obtaineod from the County erosion control inspector. date the land disturbing activity commences. (Water Protection Ordinance section 17-207B) 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE M. ROBINSONthe Llc. No. RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 56760v�'9'sl o AL ip Ill`_ jl'j : J� 0 dN ®� NQ ~- >LLZ Q C-, C3 CC -- j •a( LLJ Q � r W C-J� Lr CNI p Lr `.. C.) 0) ty ., co 1 C] � UJ 4.Z 0 � � C3 5 OG OC fl. W -J LL W L0 C) F- F- o 11 1 Uj� XV) LLI Z [t REVISIONS EEIPTATE 21, 2018 SCALE AS SHOWN U Z Cc <C W a o (J) LL Q z 0 Z 0 0 H LL 0 o � LU J w W LL! M 2 Z [!FILi,E NUMBER 13.0124 SHEET Ill`_ jl'j : J� rl EXISTING ASPHALT PAVEMENT TO REMOVED EXISTING PAVEMENT TO BE RETAINED TO THE MAXIMUM EXTENT POSSIBLE. ACTUAL LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD AS WORK PROGRESSES. Benchmark 513.84 Chiseled Square on Top of Curb at South End of Medlan EXIST. MANAGED SLOPES TO BE GRADED FOR NEW BUILDING PAD. 11 ��TH op EX. STORM MH 1 TOP=507.48' DAVID M. ROBINSON EX. SAN MH 6 54" RCP INV OUT 480.08' Lic, No. x/* '�T H 0 (DAVI'D M ROBINSON Li No. C TOP=509.48 56760 0 M:�i 18 PVC INV IN=491.70 ass 18" PVC INV OUT=491.62 ;, �/ / bps sp EX. STORM MH 2C z TOP=497.90' ............ 21" RCP INV IN=493.00' v 21" RCP INV OUT=489.44' Tm 46-B3 Par B COMMUNITY ASSOCIATION, USE: CL UBHO USE ZONING: R4 EXISTING 20' DRAINAGE EASEMENT DB 1548 PG 299 (PLAT) EX. STORM MH 2A TOP=492.87' 21" RCP INV INI=487.69' 21" RCP INV O(UT=487.65' Tm 32 Par 37 VIRGINIA ELECTRIC AND POWER COMPANY USE: UTILITY ZONING: R15, RI EX. STORM MH 7 TOP=487.54" 54" RCP INV IN=476.16' 54" RCP INV OUT=476.10' EX. SAN `MH TOP=492.64' M. 18" PVC INV IN=476.58' 18" PVC INV OUT=476.38' EXIISTING 50' STORM SEWER EASEMENT DB 1071 PG 495 (PLAT) D13 1071 PG 562 (PLAT) Tm 46 Par B4 -A FOREST LAKES COMMUNITY ASSOCIATION USE: POND i. ZONING: R4 Ex.., -54" EW -2 In*v. Outt=473.1 EXISTING 20' ACSA SANITARY SEWER EASEMENT DB 1071 PG 495 (PLAT) DB 1071 PG 562 (PLAT) DB 1071 PG 213 (PLAT) [EXISTING PARCEL SUMMARY ,46134-7 2.76 AC. 46134-713 1.10 AC. ,4684-7C 1.74 AC. 46134-7A 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' vKL lUtdi'll" 0 QQ cc 4— C'jtj 04 e <=5 20 U (z) k �: % - > IT rr W � t-) .4c %� 00 CM -4 Zt —j Cc C\1 it C) 0) C\1 14 < co 0 cr Q. L4 0 uw C4 Uj 0 cl 0 cf) 0.) Z 0 z: CL REVISIONS DATE SEPT 21, 2018 SCALE lit = 40' Uj ir < < 5; D F3 C> CY E 0 > LL z z 0 -1 0 0 0 F I w3LLJ �> -j r< cc w 5; co w M -j C23 < FILE NUMBER '13.0124 SHEET of 20 3 of vKL lUtdi'll" 41 Ic Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C'J 20 UJ 0 LL LU -UJJ NOTE: THE REVISED AREAS GIVEN FOR EACH PARCEL WONT BE APPROVED UNTIL A SUBDIVISION APPLICATION IS SUBM|TTFD FOR RFVIFYK � 0. 73 Acre 00 co Exist. Medical Building 00 goo IPF to -co /A �? 1-- Adjusted TMP 46 -B4 -7B 0) (Commercial) Common Area CN4 00 Open Space C/) 53,315 Sf Tm 46 Par B4 -A IPF FOREST LAKES COMMUNITY ASSOCIATM USE: POND ZONING: R4 Adjusted TMP 46 -B4 -7A 0.27 Acre Proposed Office Building IP Nk FOREST LAKES COMMUNITY ASSOCIATION, INC. 29.95' USE: SOCCER FIELD ZONING: R4 spi /SP7 IPF CID IPF MAINTENANCE NOTE: THE COMM(ON AREA/OPEN SPACE PARCELSARE TO BE OWkIED AND MAINTAINED BY THE HOA Tm 46-113 Par B FOR THE FOWNHOUSE PARCEL AND BY A F FOREST LAKES COMMUNITY ASSOCIATION, INC. SEPARATE PRIVATE ASSOCIATION FOR THE USE: CL UBHO USE OFFICE PARCEL. ZONING: R4 40 0 40 80 120 SCALE: 1 40' 11K fllzol ' 0 C'J 20 UJ 0 LL LU -UJJ LO IK C14 co LU % 0 REVISIONS DATE SEPT 21, 2018 SCALE rr FILE NUMBER 13.0124 SHEET 4 of 20 11K fllzol ' 0 wcm W , 0 uj 0� C'4 � uj z 0 fl� 0 � � ccuj Ld -jj-j 0. Z cc flto r ' cLoq fl U tO�it � w C'3 CY) 0 ut cr fl WLp �-/ �9ti�yi��� W 't cf d t.i.{ 0 REVISIONS EATE 21, 2018 SCALE 1"=20' u I <z Z) tD p u - > Z nZ 0 ::) 0 � 0 0 � Lu w w c < F` UMBER !tl 0124 L: SHEET 7 of 20 V.K ((�Zolil)f rA 0 C\j U) (o cc u cj < C', C < n, 20 FD gsr)�- §- 0, Q ujz 0 t) 0. Zt it -- U) LU w 4K 0 4 K :;to N M,6 c0q) c) tu co 'K C,j z 0 u u— cy) cj)'qt w �;—.D Z z 0 % rj_ REVISIONS DATE SEPT 21, 2018 SCALE ill = 201 w rr < ::) z (5 CY Lr - 0 LL (J) > z n z 0 0 0 0 w 3: w -j ]�- rr cc < U) w 2 w F- UMB NUMBER tFILE l 3. 0 :12:4 T SHEET =of20 8 of V.K ((�Zolil)f v j s, j t rr C 20 0 20 40 60 NLOLXJIL -M in inn SCALE: 1" = 20' RECREATIONAL AREA 17,376 SF PROPOSED LANDSCAPE < EASEMENT m 56 SF �,uaee 308 SF 0 x50=350 SF 0 F10 Ex. heat 0 pumps 0 heat mps Ej F1 EJ r_ 3'U"mM'l I OP=507,48' 54" RCP I IN= LANDSCAPE PLAN LEGEND: 54- RCP/INV OUT 480.08) El \ �, AF AUTUMN BLAZE MAPLEr •4 to QP — PIN OAK U CK — 'HEART THROB' KOUSA DOGWOOD Z Trail �0- Ease CJ CRYPTOMERIA JAPONICA O W/ V�it FO FORTUNE'S OSMANTHUS PV 0 IG UM GLABRA v�' \ V x/ X/ Ty CC� EXISTING PLANTINGS i. C..) 0 CR xx o\/ 4 �= a"� J 1. �1 '/ '' , � � � � "' � � `���� � . , + 5 wy L'}` �o r o p\'(la�e � ��� '°�� ' / � /. � �� `';� , a� � O c b 04' 01 "0 rl' ENSURE VAE IS N01 0 I�V ............ ... OCA51)NDER GUAR DAA�t / ��seet%/ / L°�1 �, eo C� C� �pk .0 CV Y<1� 7 \-A NP, a INN �D" m er e Detail P18 rax. 0p- Ret. Wal Ht. = 5' TMP 46—N—M 31,828 Sf. 0.73 ACTe Existing 1 -Story Brick Medical Office Building 12,424 sf #1800 Timberwood Blvd. 'P- V, Handicap Parking Signs 50 SF New Property ILine--,,, I 1150 SF I �31 t J, 0, P la e -J --j 6 S eet � �, ,eaa., � � \ 31 � f,0 10'X20'X1 Thi Conc. Pad destrian los Ing Si x Q 10 ; it 9 5\Con ect To v Opo\ o 02� S��' ne t To Exis Curb Exist A 6; AIN CPI CE) onnect u xis rb W 0 Ni VA or SuIx Al31 q3 / / \�M. 6 A I-- (� 0 \­1L(0)ivate a> �pk U 18 see a Ease p _�c C, \G CWIJIIMA To rr CJ� Exist. Cur T6 1Q"y i A 0 1368 SF Vari 12 L24'- LONDON PLANk* TREES TO REMAIN ATcmlia OG -12 ���Lmx of DAVID M. ROBINSON Lic. No. 56760 q121115 oxAL EX. STORM M TOP=497,90' 21" RCP INV 21" RCP INV EX. ORM MH 21B =492.81' KUF INV IN=488.85' 21 RCP INV OUT=488.70' TOP=492.8" 21" ;RCP INV IN=487,69' 21" RCP INV OU"IF-487,655' Sign Typ.) destrian Crossing NOTE: ANY PORTION OF THE EXISTING TRAIL THAT IS Ig DISTURBED BY GRADING WILL BE RECONSTRUC-E) PROP, TO RG, INV IN= -47&06' 21" CP INV IN=485,18' 54"' RCP INV OUT 477T70' Clm A Type I Imp et S ?zv-WCP $\� , U%J- . %Dmi Pre y ll", No Parking Sign (Typ.) X. STORM MH 3=48198' N TOP =- 4.90,40' 'CP INV !N=476.16' 54 `P INV OUT 4765,10' E7 81 < 0 C\I C 0:D 0') ca C14 cm 4- 1 :5:) z 0 IT- ir CE C4 QC W 4 cl Q. > < %J 0 0 J CM W4 qK-4 ;t cc C\I < -r CM 4 < CO 0 4.14 0 U_ -Wj 4K U) C) rr . #ft z of - LU LU :2 T Z "t sj T_ Z W z 0 % 3: REVISIONS DATE SEPT 21, 2018 SCALE < Z Cc U) LL Q z 0 z 0 W Ez (r rr < W FILE NUMBER 13.0124 SHEET 10 of 20 • II ,• � ,•1 t 1 Key Quan#ity Botanical Name Common Name Size J Cal. Canopy Total Canopy Remarks CANOPY TREES WITHOUT EXISTING 539' STREET TREES AF 28 Acer xfreemanii'Jeffersred' Autumn Blaze Maple 2 1/2" 452 32,656 SHRUBS QP 23 Quercus alustris Pin flak 2 1/2" 419 9,637 Osmanthus x fortunes ORNAMENTAL TREES 5' 1 99 1,287 IG 36 CK 17 1 Cornus kousa 'Heart Throb' Heart Throb' Kousa Dogwood 6-7' 128 2,176 BROADLEAVED EVERGREENS SCREENING C 0 > LL Z CJ 65 Cryptomeria japonica & cvs. Cr tomeria Ben Franklin 4'-5' 123 7,995 BROADLEAVED EVERGREENS SCREENING coZ> W Canopy Grand Total 32 464 CJ 35 Crypton-eria japonica & cvs. TREE CANOPY CALCULATIONS RESIDENTIAL SITE AREA= 3.64 ACRES (PARCEL 7) 20% TREE CANOPY REQUIRED= 31,712 SF TREE CANOPY PROVIDED: PROPOSED CANOPY= 32,464 SF TOTAL TREE CANOPY = 32,464 SF > 31,712 SF OK rnM;RrtAT. AREA LANDSCAPING SCHEDULE (PARCEL 7A LANDSCAPING WITHIN PAVED AREA: EXISTING AND. PROPOSED ROADS/PARKING AREA: 31,799 SF 5% REQUIREMENT: 1,590 SF LANDSCAPED AREA PROVIDED: 8 x AF = 3,616 SF > 1,590 SF 9K • • DID ! • ! 11 1 Key _ Quantity Botanical Name Common Name Size I Cal. Canopy Cant Total Remarks CANOPY TREES WITHOUT EXISTING 539' STREET TREES AF 12 jAcer x freemanii 'Jeffres Red' Autu= Blaze Maple 2 1/2" 1 452 5,424 SHRUBS to 0) tp FO 13 Osmanthus x fortunes Fortune's Osmanthus 5' 1 99 1,287 IG 36 Ilex Glabra VVinterDerr 2' 1 23 828 ORNAMENTAL TREES C 0 > LL Z CK 1 10 1 Cornus kousa 'Heart Throb' Heart Throb' Kousa Dogwood 6-7' 1 128 1,280 BROADLEAVED EVERGREENS SCREENING coZ> W 'C3 V) C) CJ 35 Crypton-eria japonica & cvs. Cryptomeri i (Ben Franklin) 4'-5' 1 123 4,305, Cr _4Z Canopy Grand Total 13,124 TREE CANOPY CALCULATIONS COMMERCIAL SITE AREA = 2.23 Ac 107, TREE CANOPY REQUIRED = 9,714 SF EXISTING CANOPY TO REMAIN: 7,883 SF X 1.25 = 9,854 SF PROPOSED CANOPY= 13,124 SF TOTAL TREE CANOPY = 22,978 SF > 9,714 SF OK EXISTING AND PROPOSED PARKING AREA: 34,412 SF 57. REQUIREMENT:; 1,720 SF PROVIDED: 3,096 'SF > 1,720 SF OK PARKING LOT TRETE REQUIREMENTS 1 TREE PER 10 SPACES 66 SPACES PROVIDED TREES REQUIRED = 7 TREES PROVIDED = 9 OK county OrAlbemiirfe Conservation Pias€ t;'hukttst — `t`o he placed osi t,arial caste �;Ians (Ilaudbaak pp ItiY2$ .(i I-257 fcyr wtclpiete.specifica4lsarais) . 1. The foliosvint sten€s shad be shown on eite lana. I� I'r�s,to Lu sAvaJ; Lscnifsoic€e>irin�;{rauisii�ifr,'�r[i€abvf'iceestotse;savi;tf�; ® Lo,.atiian aciii type of prUty-ctivs: fensistg Gradez:h?„ngcs-raepviiir;�;irv�sn'cilsoru+itis;. Frgp sed .rGnohng or funneling beyond tiro limits of clearing, N{�ixrktts se W Ail Eq-equipmu at C}(trr lwr6:.. %v gCasling shall begin. until the £rte uiak'rlg has {;eels inwpecYe i i l{i approved t y. a ounty Smspectac; 3s .Pipe Construct€a� � 'oar%rencs:� V Tit prescrvat; tt and pcdt�otilai measares steal€ be reviewW with lice Qonf aetorr an Site, 4, k ui nae Y) eratian an Sioralaa: �I Heavy eolprreut, vuhi, zlar trnftic pnd storage df & ,i sru€yd to zi,3d t:als� in; hiding soil ihall.mot bt pen.inteii ivtthir thi � ?t lits ii!`iceeg. to ba saved, a. -Soil fcrosion anti Storniswakcr iletenkao Iieveces: �# ftaa�ii iieu3aes sb€tll'-seT adversil} .ai'f`€�;t ti�,s .0 be saue€l, &. j`ires N F ro's'ary not pc muted within 1.00 feet of the drip line of trees tri be saved. y 911.c itTate lois I'oxiamaka.ria€s s;za€1 natoe stared.witl?iir 10(? t'e•st �iEtha dripline taitrees to be savic€. 8. Protect?ve P Ocie I Jr ts:to p yet ne.1 w €taa lU. l at of a ptoposad building or gradin activ€ty shall lsc; protectetd by fencing l,etssaing sisals be in,plai.t, afld ; iiiall be mspatied and appmvcd by G County In,peotor prior to guiding or cons?ruetiom 9. Tree Weis: WliQ,1 the ground level must be r ?iced within the driplin csi' -Ire . o'b4 saved; a tree well shMll be, provided velli a construction d<tuil staE!nt'tecci cira�prc:+val< tff. ?�}{1T�}rec 'i1sr11Cn ti7C gT{1ia43d (c Ye; Pi3uSl be lowere Yt'kiii€?j Ili;. ilY,ilil lily Q trtiII? (o bis: tial:CU',, a4fCti--. wail Sala€€ bG'pYQY;fli=i}; and. . Gf?T35ii'UCtefSPt_ efpll. Submitted for mpros al. t 1; 'i'renehiiTF> nil Tunnelin W IhIpa treed €ng is ieqdirad whbis thG t mils of €wring it shall by done as: far nway €rain thin hrunLq oP Trees as, possible. Tunneling under a;iarge tree shall Cbl; considered as An alterz udw vvhe:t it is aalas fpated that necessary frcanching w ilk dastroy feeder roota: ii. Cleanu Pro e.etivo fearing shall be the last items rpmovod during ttzc tial deacalp.. 33: Pama cis Trees: W[iamage i frees shall be tzeptC # lmnacdiattiy by pnwing,:femizatian.or o!t o; a zth A s rvcouiniiwnded 6y 4 frea spe9iaiiist. K-OTt- IT 1,4xHF. OUVELOPEWS M!S'ONSJBILIT 4` TO CONF", WCTit THE C'ON`iRA XOR:ON TR;EF C€il+STMATION Qvw PiN.e a of i SET TRUNK PLUMB. 5f — PLANS FOR EXACT LAYOUT AND SPACING, TREE TIES, 5EE SPECS. 1-1 /2" SQ. OAK 5TAKE5- 5ET 180 DEGREES APART FINISHED GRADE 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 501L AMENDMENTS, REMOVE BURLAP * STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED 501L TWO TIMES BALL DIA. (MIN) TREE PLANTING DETAIL P11 NOT TO SCALE SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT L15T OR AS SHOWN. ADJUST SPACING AS NECE55AKY OR AS DIRECTED BY LANDSCAPE ARCHITECT, MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. PREPARED 501L FOR SHRUBS 501L SURFACE— ROUGHENED TO BIND NEW SOIL 0 m SET SHRUB PLUMB. TOP OF KOOT15ALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3, OF ROOTBALL 3" TALL WATERING BERM /A p' e FINISHED GRADE 0 Da -n w NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. 2 SII:R UB PLANTING DETAIL SP11 NOT 'IPO 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. I;IA_101 NOTE: FENCING TO BE CENTERED ON COLUMN. FENCING TO BE EITHER STAINED OR PAINTED FLAT BLACK PER LANDSCAPE ARCHITECT. 4 X 6 X 6 P05T; i" WASH ON TOP. 5ET POST A MIN. OF 3' IN GROUND. SECURE P05T WITH QUICK DRYING CEMENT (OR EQUAL). G" HALF -ROUND OR 4 X 4 POST CAN BE 5UE351TUTED FOR THE 4X6 POST AT OWNER'S REQUEST. FENCE COLOR: BLACK SECTION I X 6 X 16 ROUGH SAWN TREATED FENCE BOARD; SECURE TO P05T WITH (2) 6d GALV. TW15T SCREWS, TYP.; 7" SPACING BETWEEN RAiL5. OVERLAP JOINTS. I X 6 ROUGH SAWN TREATED €'COVER" FENCE BOARD; ATTACHED TO P05T W1(2) 3d GALV, TW15T NAILS PER RAIL; SET FLUSH WITH TOP OF P05T. SECURE P05T A MIN, OF 3" IN GROUND. SECURE P05T WITH QUICK DRYING CEMENT (OR EQUAL) 3 3 -BOARD WOODEN FENCE W1 111NOT TO SCALE LANDSCAPE PLAN LEGEND: STREET TREE Ng—U nT AF – AUTUMN BLAZE MAPLE QP PIN OAK CK – 'HEART THROB' KOUSA DOGWOOD CJ – CRYPTOMERIA JAPONICA FO – FORTUNE'S OSMANTHUS �e'� I Iii a►:�e� ��,�1 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 IF 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 t�LTH op o d 11, 14 DAVID M. ROBINSON. Uc. No. 56760 q 21118 Al _ OVAL 14 LARGE TREES REQUIRED BASED ON PLANTINGS 0 40' O.C. PER Z.O. 14 LARGE TREES PROVIDED NOTE: TOT LOT EQUIPMEINT TO BE BURKE OR EQUIVALENT. CONTI '____ PRIOF 3 TOT LOT DETAILS P11 NOT TO SCALE 1 SWING 1 SLIDE 2 CLIMBERS 1 BUCKABOUT 2 BENCHES 13 0 �. _ to 0) tp NC\j< Z <C z0 Ir C 0 > LL Z ccW LL J Z 0U CLz C i coZ> W 'C3 V) C) LU r 9 C14 Cr _4Z _j Cr C14 < 19 p °-- 0rn , C0 I. LU Z 0 "t W ��--��ii••�� !t3 Lo 5 N Z� Uj ai 0) St' Z LLl 0 WM REVISIONS I DATE SEPT 21, 2018 SCALE AS SHOWN III. I w Z 0CJ) Z W �. CL iii...JJJJJJ Cc Ir Z M cc G � FILE NUMBER 13.0124 SHEET 11 of 20 Schedule Description Symbol Avg Max Min Max/Min Numb Lumens 4- Wetfag Symbol Label QTY Description Catalog Number Lamp at per LLF- a N/A --j12,90 437.55 10.00 10.00 131.86 Lamps Lamp A 630.92 451.21 10.00 35 14" DIA X 32" HT POST TOP PF490 1.50A 1 3000 1 60 10.00 127.10 0.00 LANTERN UNIT W/SPUN MEDITERRANEAN 657.86 472.87 10.00 10.00 131.80 0.00 7 A SEMISPECULAR REFLECTOR AND 499.81 10.00 10.00 147.09 0.00 8 AM A 514.74 WHITE PAINTED TOP REFL. 10.00 132.40 0.00 9 A 728.13 526.39 10.00 10.00 HEXAGONAL TAPERED LAN W/6 0.00 10 A 740.69 I . 10.00 131.53 0.00 CLEAR PLASTIC PANELS. LENS. A 633.79 349.54 10.00 10.00 321.65 0.00 12 A HORIZONTAL LAMP IN ROOF TOP - 10.00 10.00 315.78 0.00 - A 669.10 12 SQUARE AREA LIGHT, SR3 KVF2 250M SR3FL ONE (1) 250 WATT 1 22500 1 266 ❑ 10.00 10.00 DISTRIBUTION, FLAT LENS. 0.00 CLEAR BT28 PULSE A 699.83 398.90 10.00 10.00 B 0.00 MEETS THE 'NIGHTTIME A START METAL HALIDE 411.32 10.00 10.00 312.83 ■ 17 A FRIENDLY' CRITERIA 422.76 LAMP IN HORIZONTAL 10.00 318.27 0.00 18 A 748.21 433.23 10.00 10.00 POSITION 0.00 19 A 764.88 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Property Line 4- 0.0 fc 0.0 fc 0.0 fc N/A NIA Timberwood site + 0.9 fc 10.6 fc 0.0 fc N/A N/A Luminaire Locations V.V. V.i �r' i-j.v U 6:",: V.V ,^ " - No. Label ..... _ ..........Location X ......... Y .I..' .. Z MH Orientation Tilt 1 A 586.50 416.44 10.00 10.00 133.94 0.00 2 A --j12,90 437.55 10.00 10.00 131.86 0.00 3 A 630.92 451.21 10.00 10.00 134.18 0.00 4 A 646,76 464.86 10.00 10.00 127.10 0.00 5 A 657.86 472.87 10.00 10.00 131.80 0.00 7 A 692.26 499.81 10.00 10.00 147.09 0.00 8 A 713.38 514.74 10.00 10.00 132.40 0.00 9 A 728.13 526.39 10.00 10.00 131.03 0.00 10 A 740.69 536.40 10.00 10.00 131.53 0.00 11 A 633.79 349.54 10.00 10.00 321.65 0.00 12 A 652,75 1 363.92 10.00 10.00 315.78 0.00 13 A 669.10 375.36 10.00 10.00 317.95 0,00 14 A 683.81 386.80 10.00 10.00 316.01 0.00 15 A 699.83 398.90 10.00 10.00 312.36 0.00 16 A 717.48 411.32 10.00 10.00 312.83 0.00 17 A 733.50 422.76 _1o.00 10.00 318.27 0.00 18 A 748.21 433.23 10.00 10.00 313.85 0.00 19 A 764.88 445.32 10.00 10.00 315.00 0.00 20 A 779.92 456.11 10.00 10.00 307,63 0.00 21 A 797.58 467.88 10.00 10.00 305.80 0,00 22 A 724.90 214.37 10.00 10.00 347.64 0.00 23 A 740.95 218.38 10.00 10.00 339.44 0.00 24 A 753.76 222.21 10.00 10,00 338.20 0.00 25 A 778.80 228.51 10.00 10.00 343.95 0,00 26 A 792.37 232.15 10,00 10.00 345.96 0.00 27 A 817.22 239.22 10.00 10.00 341.57 0.00 28 A 831.36 243.42 10.00 10.00 1345.96 0.00 29 A 856.40 248.97 10,00 10.00 342.03 0.00 30 A 868.63 252.60 10.00 10.00 333.89 0.00 31 A 782.11 601.52 10.00 10.00 150.63 0.00 32 A 797.16 611.90 10.00 10.00 150.63 0.00 33 A 813.98 622.86 10.00 10.00 150.63 0.00 35 A 845.10 644.51 10.00 10.00 150.63 0.00 36 A 827.37 fi32.53 10,00 10.00 150.63 0.00 37 A 676.90 __48708 10.00 10.00 131.53 0.00 1 B 500.78 198.50 20.00 20.00 84.22 0.00 2 B 565.45 206.43 20.00 20.00 263.40 0,00 3 B 544.35 297.50 20.00 20.00 282.20 0.00 4 B 600.08 238.97 20.00 20.00 52.74 0,00 5 B 470.27 398.00 20.00 20.00 56.72 0.00 6 8 526.00 334.49 20.00 20.00 55.84 0.00 7 B 541.71 411,07 20.00 20.00 226.35 0.00 8 B 608.41 330.57 20.00 20.00 231.26 0.00 9 B 657.17 265.71 20.00 20.00 231.71 0.00 10 B 762.23 287.54 20.00 20.00 168.98 0.00 11 B 818.42 305.34 20.00 20.00 145.37 0.00 12 B 849.16 351.32 20.00 20.00 111.21 0.00 jj,�.".:a..:L� "AC $� / I fP S tCe3f N fA d I e "'TIN4 " ' KVF 2550M SR3FL Ta $CWA RPOI� LPI 11 f£ATB S$zSP Ci IO 1f01 S rswa�r WWAr rivemo ul1r_"-FBURY Avv;G!.aaa � Oc=POLEI �'yr�' t,t 4, x,13 s2F4;: dtm.- 0!T4K&[tx.^- Lxz`rr6wa ! 3 bixe € f t Y �aYxY' " - f 54 i.. i #�7€S{RMET71A3 t Y & H i tka,44(x E Ybh%R.CS d'46PY{ stx'1rd,#af%P�!"ikcArsn s dtt+s:G in4L `m� r�^.ix .erx;,� r.x• mpu^tt {,zt k'u .tk ��yy N {t f F.M. C.k S I ,X C '-'€ 3$ mew" - Ww,, ''oiwI ,4'1i'.J IM -i 9 ,tit, =. .:'P, g' A soave fta'LLycriiO4 t:z+:sa art:nu r cijuwr �* ax a,, tX». «ayrt r 4 tW.T"+A,'fl', W/' to "tz, Ftdio4wA BG'mdIt;q"Gki' if r\r -YfxfiM IJzr ihiktt E- ..111141ik1. Sw�rdfi piei ,'k*v, um;ia On 4%aKvIM,ari cga,V WP..f' mai ro, 52 51 51 5C 5C 4S 4S 4E 4E 4-/ 4-/ 46 46 51C 50E 50C 49C 49( 4K 48C 47� 47C 46� 46C 9 SANITARY SEWER PROFILE STRUCT, E -J HORIZ. SCALE: I"=30' VERT. SCALE: 1"=10' SANITARY SEWER PROFILE STRUCT. FLW C-1-5 TO E HORIZ. SCALE: 1"=30' VERT. SCALE: I"=10' 2.W. 2.25 2.10 05 1.09 05 IM 835 0,40 00 Q: 4.9 0.60 0:65: VQ '075 0A0, W too :4.95 f.9% 1.05 ve Depth = 0.28 ft (866) M8471100322441 -Far. 07002-2a 15" Drop In Grate Performance Chart 510 505 500 495 490 485 480 475 470 465 460 5'z 51 51 5C 5C 4S 4� 4E 4E 47 4-/ 46 46 4E 4� 520 515 510 505 500 495 490 485 480 475 465 mo 50( 49! 49( 48` 48( 47. 47( 46` 46( 45` 45( 9 -SANITARY SEWER PROFILE STRUCT. A -Al HORIZ. SCALE: 1"=30' VERT. SCALE: I"=10' STORM INLET 10 Utility Notes: Q = 1,09 cfs Minimum Cover Over Watermain: 3.5' Minimum cover over Sewer Main: 3' Minimum Separations: Sanitary Sewer & Waterline: 1.5' All Other Utilities: 1' *Contractor will be required to submit for review and approval a bypass pumping plan to handle sanitary sewer flows along the 18—inch sewer main. ACSA will not sign off on building permits for Lots I and 2 until the existing sanitary sewer main has been properly abandoned, SANITARY SEWER PROFILE STRUCT. EXI-D HORIZ. SCALE: 1"=30' VERT. SCALE: I"=10' 30 0 30 60 90 HORIZ. SCALE: 1"' 30' 10 0 10 20 30 VERT. SCALE: 1" = 10' 520 515 510 505 500 495 490 485 480 475 470 465 460 455 450 500 495 490 485 480 4.75 470 465 460. 455 WA ei� ��TH Op DAVID M. ROBINSON Uc. No. 56760 m 01 F1 < 0 CQ 0-) M CNj < 3; 0 > 0 LL Lj Ct Uj CC Uj Q t> Co' W z C\1 -J Z CC 04 < 00)CN Cl) Uj"t CO LL cc � C) cc Q. 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M �.,.... 11_ : a a ....._.... ........ .� if ...i _ .....11 .. . ... . ......._ _ _ 466 1111 �i. � __. _.. .. z.. z ....... _ ..li 0 o _2 1111. (_U0,___..... 1C 1.111... ..... ..... _--11.-1 11. ... O . _. 11.11.... . _ .._ ... .. __ . ....... _ .. ....1 11.1..._ __. _. ._......... o. _: 35 .. V)_[,5- 1111 1111 1111 1111 N - - ... �-: V) - 455 9+50 10+00 11+00 12+00 STORM SEWER PROFILE STRUCT. 1-EX4 HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' , 510 505 500 495 490 485 480 475 470 465 460 455 515 510 505 500 495 490 485 480 475 470 465 460 91 520 50. 515 50( 510 49 505 49( 500 48`. 405 48( 400 47` 485 47( 480 46.` 475 46( 470 45.` 9 465 460 455 450 EX2 � ` J C� STORM SEWER PROFILE STRUCT. 5-6A HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' 30 0 30 60 90 HORIZ. SCALE: 1" = 30' 10 0 10 20 30 VERT. 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J! cp C1- "" ,-___-1_____11-__11111- 1mt!__..__..__.__ __ sca_..__._ _ 11.11... 11;11_ 1111.._ _._..__.__._._._._ 1111_ 5,0 1111.. _ ° 1111. ..._ _.o._�,. --»�:__._____._ �. _._.._.___ ---, �____.1.111_._-_.__,_,.._.,____.____1 __a _._..___..�,._,.....__._._,..�..____....._W._rv_...,..____._.___..__.__,..,..,.__._______.,._. _.mac_.___,__._______ _..____.__.._..______..___,_.._.___,_ __.__..._._._t1._-�...,,.,,i.,_.__.....__....__.__�. ___� � �._ ___. _ _ __.,...__. __.____­1­___._L_._=_.O.____ 7:69 a.__,___.__,_w._. _..__._..__._.._�..� v..__._......____. __.,_,._,___.__._ --, .. f u~r_ _.__._.._,___. ,.__._..._._,._.__. - ----_.___,. -, __,__ _._d F _ j._-___.____._:_..____.. 11 1111__1-11_1____---_-_-_-___._____ N �, _.____.______ c x c�- 1111 z._ _-._-..._.....__... _. ..__... � _.._,..,__ ,_...____..-_ , w__.__________.___.__._ _. 1111. _.,._._._, w� __..____._______.__.__.__ _. _1__1__11__.___ _�LLJ-__..__,._.__._,__,.._.__...._....._. _._____.__,__-------- _- ____ . -_.-1111. a , �,., 11111111 i_w,_ ..,,._,__.._ oL -'P r- _ 4,36 ��_ _._______..-..1111__ ___ ___ a <!? __. _ -_ -11-----.-- _ 1111 _ . _ _ ? 1111_.._ 11.11__ _ 1111:1111 ________.::�a_...:_ cf) _ .___..___.,__ 11.11 _.0_..,__,____.____�.___,_.____ ..6,70 _.___tea _ _._.__..__ 1111 __._._.._..____..___.___..___.__.._____ ____._.__._,_.___._.__ _.__._._. 3.99 12 7,12 4,07 1,28 5 2 Ou ! tfa l .__....._,.._.__w___._..__._.._.,. -------- ca..._ ... _ .1111_ ___ -_.,_----- ---- ----- ,__ _.._...�._ ._,_______.._,_.._ ____.___,..____.___ .-11_._11 I-----.____,__. __,______- _ EXtST: � AD1 1111 _.____.______.__.______,__: 475.9 .",,,.11,----l"-----,-"--. ............... 11,11__ ___ ---1ll-1 11.11.._ __ _ _ 11_ _____11__11.___ _P 11.11__ _ 1111 GPOSED--GRADE 1111_.___ _ _ � _..___..__.._,._ _ 1111_.__ ______,___ 1111__ .,____ - 1111__ _ _1___111_ 1111_ 1111 1111 __.____._ ____,_,_,�....... _ _. , _ _ 1111.,.« 1111 ...«... 1 - _ ...._':.=_.��.._ .. E 1111-1111...-1111„____..._._ _.,...,.._,....,_ .. _ _,..._....._..._._.__-_1111. .. ,.__,..__.--,,__..._.__......,_...____....._..,._........_,....,...............,...- w_._.,...... _....__ 'j 1111...„_..._..._,«1111. _, ..._,.,,...._,,.,..,_-,.-...._..._.......,__,..,...,....._....,.._....._r.._y .,........._ L,..Vy�#�)}{P�rr .@,..al. .... ......«............................................................_,......_.e......,_....._.._._.._...,...._.........._._._,...___S--_, 1111.. _...:�....,....-. ... .. .. .. 1111. ... 1111__ .__..._._. _..._.,.._..._, _.......... ... .....,_...,__.,...._..__.._.- .. 1111.. _ 111111111111_... 1.98 24 34.49 ,1111T2i�V11.. (L30 7 _,_._._.___ 1111-___-_,_ 0.35 _______.__ 1111.:- _.l'_.._; 5,0 _._______._ __11 I __, I___._____-_______,_,______ ____._,_,. 1111 11,11_. 1111___ 1111 1111. 11.11. 1111,__ 11.11, _ _ _.._..._._.___._ _ 1111____r _.__.____..._. 12 1111___._ 1. ___ _._____.T_ __._._;_._ .1111_-._ _._._________,_.___,._____._..._.____ 8.35 __._.___._._________-1111._ _.__..._ 1111. ,__._,...._..._.. 1111__ _. _ . _ _. _ 1111_ -1111... 1111_: 111(1_. _-____1_1___ _ _-11__11.._,__ __.� 1111_.__ 1111_._ 1111. _ � _PV-C"�-- SEWER_:1111,_, � --__. --- -. -,. 1111__.__ 5.0.00 0 1111_-1111_,_._ 11.:11_._ ..___.__ ______,._.......__..____.__,___ ___ __1_--- _. _ 1111... _ .. __-____ ._ 1111. _. _ _. __-_-1-1-- 11.11 .__._.__..___ ._.._.,_ 1111. 1:1.11 w-_. , _,._ ___,_11 _ 1:111.. _ _ ._ 11.11. _ ._ 1111.1111_...:,.37: W 6' . m ... _ - ,___._____ 12 _ ___ ;t 6 87_.1111 _mm . w_ ., _u 1111_.__ STA +0© 6 -___- _ _. _ ..1111 ,--, ,- _.1111.___ -1111__-.-,_ ._ _ _____,_. 1111. - ____-1__1-_.-.. _ _ , __11 _ _1111. 1111_ , . _ 1111___ _ __,_._EXIST ._ _ _1111__ _ _ _ _ .- _ - -12 HU ____ _____ _,____11,__11.__ a.. _..9_ _1111.,._. _ �_____ _._ _.___ ______.11.11_..____._ - ___ ____._______.___ ,_--__._____.__ 1.111.._____ _.._____._-1111__ ________.___._._.__________.� _ ___- ___________ 1111 1..11.1____ _,_._.____,____.__.__._ _. __._.__,_ 11.11.._ _ _ __._._: , _�__ r f _1__111__ 1111 _. 11,11._ __.__...___ _.11_.11 _____,___._._.-,__,._.__ _ �.____.____._.._________..___._. _-_._____-- 1111_. _ __,___._..__ -1 11___-__._____._._._______.__,._... . ,_______.,___.. ____,._,.__.__.,_______ 1111_.. 1111__----,-----11 _ __�.____..____.__ __.__r,.__w_....... _ co_____.___ 1111_ _1_1 .11,. _.___.�.___._._,_,____ _.___._..__.___ _-_..._� _._.__...__..__,_,_...__-____.__._._,_-_,_.___,_...__,___._.__.___,_ ________._.__,.___._____.__, _._._______._____ __._..,_..._.__.____..__,.__.__.__._._.__ _. 1111 �_.. rsoo __.._._._ __.___�_____._____.__...,__,__.___.__________ __w_ __0 ___.____-, _,__._-__.._... ___.___-------- 1111.____ 1111__ 1111 _ 488:37 85,550 _ . � ,� .� v ry _o ___.__.,_ __.___,. Ay _____ ____ � _ _ _ 1111____ _.__ 1111__ 11.11___, 11 11__..___.,..,_,_.__._-______.____.. _v ___.__.,_.__.__ __ _«._w____,__._...._._____._ __ 11_,11._ . _ ._ ,.11_11 1111._ _,. _ 11.11.111__1_. - 0.00 .. 1111___ ._.__ 11.11.__ 11.11.___ ._._.,..._..._ 11-.11 ____.m_____. 1111_____ ___.____ .,__.�_____-____...,,.___,___...____._.__-.___.___,._.._,____,_._,_______ 477.87 .�-1..............___.._.__. - ___._._..,_ 1 12 2,99 1.08 0.52 12 12 Oi`.. W__._ ::::-._-:l---Q µ0. :�_Cl,�_06� N .. _. ... 6G? .Ll__._._...__..._._.,... ____._._____. __, �._�,____ _,... ..[` .. tio �d?.......... ..._.._.._......... 1111 ..__._.:._.____..._______.__._........._.._...___..._.,......_. ._.._.,.__......_.._....--,t . -, ", ,--- __. _ O o0,f� -. .�_N,,, _ 1111 _1111._ � � ._11__11 ________.._ � -� �_� 11- �..._.___ ___..__.__.._ ___ 1111__..------.1111__._ ___11__1__1_-M ___ _ -1----,-,_:: _{ 12 11.11 �_.._._.. __. ___ __., __ _._1111.___.___._.,,. ._. �, _i{._.___.__.________-__.__._..__.__..__,__.__.__..^._1L_„ ----- ___4:__ _ _ ____.____ __..._.., ...__,._,_. _. 1111__-__.__._,_._____._.,____._ ___..____,_..___,_..____�___._____..__, _.._______ __.___._____ .1111_ _____ _____._ct..Jt_.__._.__._______.._.__.... - 1111_. _.____..._..__...._-____...... o.li.._.____,:,_11__..___._,«..__._.._.____.____ 480.68 1. 3.43 12 7.14 0.80 1.17 1111 1111.._ .. zl__p _ z. 11 O1_9-_________________ �_._ _,._..,___..___,._.._,_ 1r �- - ___:.__._..__._:_.._._____.__ .o -11.11.« __..._.._,.....____..m,.__.___. _._.___.. _ . _----If_ 1111.._ ___..___ _1-,;-...---.,-.-�l--.----,----",-", ______�._._.__,____,_ __1111____ _1__._,__________._.___,,_.___I 1111 ........ .............._..____._�_ , , _.>_.>- _ __.__._,_,.__. > _ , _. 11.11_ . 5 ______..._______,_.._.._.- ,z 1111__.__ 1111__.«... _ __..__.._______..._.__r. e 11.11 1111._„ _ _____..,._..___,__ 1111_ ..__m__,..._._,_. ___._._,__ 1111__ ___,_.._ __,__.._._.__._ _V________.___,__ _ _ ______.___..., 1111_ -,- _ ___ ,_F .1111_. _, _ 1111_. «._ ..___._,,__ _, _ .. _ 11.11.1111._ 11.11 1111___._ 1111... 1 5 5A Outfal# 0.54 - - 5. 0 5 .0 50 10+00 11+00 12+00 Line No: Inlet ID DnStrn Ln No Orng Area (ac} Known Q (cfs) Inlet Time (min} Tc (mini} I Sys (inLhr} Flow Rate (cfs) Invert Ian (ft) Invert Up. 00 Line Length {ft) Line SlQpeL (°lo) Line Sije {fn} Gapac Frail (efs) Vet on Otis) Pipe Travel (titin) 1 7 {?utfall .0,00 0.013 0.0 6,8 6.14 2.32 482.07 482.66 7.314 8107 12 10.11 8A8 0,04 2 8 1 0,1.6 0,00 5,0 6,6 6.19 2.34 482..90 485.43 . 37.563 5.87 12 9.3.3 7:69 0.20 3 9 2 0.34 0.00 5.0 6.3 8.30 1.95 485.58 486:69 .55.880 1.99 12 5.02 4,36 0.36 4 10 3 0,38 0.00 5.0 5,0 ..6,70 1.09 486.91 491,17 106.690 3.99 12 7,12 4,07 1,28 5 2 Ou ! tfa l 0.49 0.flfl 5.0 7.4 5.98 23.33 475.9 7 4 6,47: 5..69 6 . fl 1. 1 O 24 24.63 6.21 0.13 6 3 5 0.05 0,00 5.0 5.1 5.65 19.73 479.71 481,91 111.150 1.98 24 34.49 5.74 (L30 7 EX4 6 0.35 17.79 5,0 5.0 6,70 19.50 482.11 48600 53130 7.24 24 65.94 8.35 0.14 8 2A 6 0.00 1. 1 3 .0 5. 5.0.00 0 � 00 131 476,61 47 . 7 67! 110.46 2.88 1 , 11.15 0 74 2.4 3 9 6 Outfall 0.35 0,00 5.0 6.4 6.27 2::51 485.59 486:21 30.410 2,70 15 10.60 5.96 0.21 10 6A 9 0.24 0.00 5:0 5.0 6.70 1.29 486.41 488:37 85,550 2.28 15 9,76 3.03 1:37 11 11 2A 0.00 0.00 0.0 8.4 6.74 1.34* 477.87 478.0 21.51 1 12 2,99 1.08 0.52 12 12 1 1 0.13 0.00 5.0 3.2 5.79 1.151 478.20 478:60 14.770 2.03 O. O 3 O .00 100 0. 6 2 13 13 12 0.12 0.00 5.0 7.0 .6.09 0.83* 478.60 480.68 60.650 3.43 12 7.14 0.80 1.17 14 14 13 13,15 0.00 5.0 6.0 6.70 0.50* 480.73 483.00 69120 316 12 7.43 0.49 2:03 1 5 5A Outfal# 0.54 0.00 5. 0 5 .0 6,70 2.71 482.75 483.56 1 7, QO 1 1,41 15 2 - 3.63 12. 56 0,05 STORM DRAIN CALCULATIONS *Yard drains 14, 13 and DI -7 12 have been routed using a 100 -Yr storm event to show overland flow relief, Flows to inlet 2A assume failure of inlets 12, 13 & 14. Line numbers can be found on sheets 5 and 6. STORM SEWER PROFILE STRUCT. EX2-10 HORIZ. SCALE: F=30' VERT. SCALE: 1"=10' 515 510 505 500 495 490 485 480 475 470 465 460. 50 500 495 490 485 480 475 470 465 460 455 Line No. Inlet ID Drng Area (ac) inlet Time (thin) i Inlet (lWhr) Runoff Coeff (C) finer Q (cfs) Q Garry 101s) Q Capt (cfs) Q Byp (cfs) Inlet Eff (°10) Curb Len (ft) Junet Type Gutter Slope (eft) Gutter Width (ft) Grass Si, Saar (ftlft) Gross Sl, Sx (Rift) Gutter Depth (ft) Gutter Spread (ft) 1 7 0.00 0.0 0,00 0.00 000 ._:< 11 11 I :,,. ;.,,, MH :,,. Okati _:,, a� 4"` 2 8 0.16 5.0 6.70 0,43 0.46 0,00 0.4.6 0.00 100. - Dp-Grate Sag 3,00 0.600 0.500 0.09 3.30 3 9 0,34 . 5 0 6 .70 0.43 0.98 0.00 0.9 8 0 .00 100 — D -Gra e p t Sag g 3:00 0:5 00 0.500 0.14 3. 7 5 4 10 0.38 5,O 6.70 0.43 1.09 0.00 1.09 0.00 100 I _.. Dp-Grate Sag 3:00 0.500 0.500 0,15 3.62 5 2 0.49 5.0 7 6 0 0:86 2:.7 S 0.2 5 3 .31 0,130 10 0 8.0 0 Curia Sag g 2.0 0 .0.083 0.020 0,2 5 6,1 3 6 3 O.i75 . 5.0 6.70 Q.72 0:241 0.00 0 .24 0 00 1 00 6.00 Curb 0.024 2.0 0 0.083 0.02. 0 A 0 1 1. 7 3 7 EX4 0136 5.0 .7 �i 0 .7 Q. 3 1,71 0. 0 0. 1.71 0. 0 0. � 00 3.a 0 C urb Sag g 2.flfl _ s 0 0. 3 .fl2 O O n.2 3 6.36 8 2A 0 00 5 .0 0:00 {100 1,31 0.00 1.31 0 0,00 10 0 .- H wall d .,, .,. 1 1 ...: _710 . . 9 6 0.35 5,0 6.70 0.73 1,71 0.00 131 0:00 100 8:00 Curti Sag 2,00 0.083 0.020 0.16 1.93 1 O 6A 0.24 5.0 6,70 0.80 12 9 0 OO 12 9 0.00 1 0 0 12.00 Curb 0:040 2.00 0.083 0,020 0.19 3,31 11 12 0..13 5.0 6.70 0.35 0 30 (7,00 O. O 3 O .00 100 .._. D -Grate p Sag g 4:00 0.500 0.600 0.07 4,2 to 12 13 0.1.2 5.O 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 13 14 0.15 5.0 6.70 0.38 0.38 8),40 Q 38 fl 0 0 1 0 fl 1 1 D r p Gate Sag g 2. 00 0.500 0.500 0.06 2.2 5 14 5A 0.54 5.0 6.70 0.75 2.71 0.00 2.19 0.52 81 I 8.00 Curti I 0,011 I 2:00 0.083 I 0.020 0.23 I 7.65 ST(ORM INLET CALCULATIONS 0 I,LTH o1, 4 I .O �� o ". 1�� -1q l -4;.,..,,. � DAVID M. ROBINSON Lic. No. �056760 4q �°� q/21/18 ti�1 �`4,IONAL t Aly * See sheet SP13 for and Y drain performance chart. WE ',r��` �"�7 /(,K 41 U <4� � ° #% _ �m � cc(0 I W�fl d 0 Okati @ a� 4"` V) 'Q cc W L Z ,._I -.!� � Q.Z OC.� W.5 w 0 C M �: 0 % ' t_j � W 1 < 2 < cr � 0) Zz + t� �1. -rco 0 4 0 Y U.Z ir 5 xtcc 4. _j . W CO IK tyy LO N (a F_ 0 41 2i 9) t� U '-I' 't C', It �W u.l Z O C Uj a REVISIONS I DATE SEPT 21, 2018 SCALE AS SHOWN 11 -11 U2 Uj N -V1 rr 1_4 _710 � Q Q U_ �r }z- `1_ U) W CL O � 3:= J I,_- , < QU) LIJ 2 W a.- MW J W U2 �_ Q E--+ UO I� FILE NUMBER 13.0124 11 SHEET I 15 of 20 ',r��` �"�7 /(,K -.11 - 24' Travelway . 18' Parking - ' 7 � 2. 5' - 5 ; . 5 2.5" IM 25.OA ---- � dew - 0. 5' 1.5" SM 9.5A Sidew F I I Install sidewalk as CG -6 .I,,:-:.-,.. , shown on plans I -1 � 1, - � I . , . . W" 3�L : ,�;:;' *. * 111 � ,� r� . I I _�i2 I _ .. - .. :1 �11 Depth = 4" " ­ ­ - �� .. I J"*-,COMPACTED 6" VDOT 21A 95% COMPACTED . NOTES: � 1. See site plan for parking and sidewalk locations. 1 2. Proposed section as shown is preliminary. Contractor to perform CBR tests to determine final pavement section. PARKING/TRAVELWAY TYPICAL SECTION FOR LOIS LANE PARKING AREAS LOCATIONS AND DIMENSIONS - -------- SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH PIPE I I CUIRS AND GOE I I - . _1­11�_,_;04 I . I I . I I I . .1 W -40i WITA AWRiWk R.yq,:%K1"__ F­1�1­ ­�. ,�., -- V6 I �. I � I I I 1. I P, 1 �7 51 5( 5C 49 49 1 48 48 IN UNDERDRAIN UD -1 _.__..1__-.._...___.-.. r;i n 50� 50 49 49 48� 48( 47,r .9 50( � 419,' 49C 48� 1 48( 4 7,': 47C 46 ,� 9 24' Travelway - - 18' Parking __7 . F_ 2.5" IR 250A 2.5' - - 5' . I ' - F 0. 5' 1.5" SM 9.5A 3' min Sidewalk � � -4- I -444 , .�Instcfll sidewalk as ..., I., -, -`F- :": CG -2 - CG 6 .1.1. ,j�;".;.4o,'_ , 11, : .", ,� .. �, �, 'III -r,. ­,,...i ,�, 'gl',". ­�� [ 4 - " V, shown on plans 21, 44 ! .",I .',.­�'..i � - . I �...-, V. I � - --Z! -.1.4 -, �, r,__ .1 -.1- 1- �, ---- ­­­­... 111.11-1 . . . i�p' , . - I � .. � , ­. uk `� ­ . . .. � . ­ ... I . . � ... I - . ­ 1­11-1_�:,. , IL .izL � � - --;-',---'1_ -1 '­­­--­-­ -1-11__-_ __ 11-1 ­ ,1_-1,1--_ - � _-1 Depth = 4" . _ . . , 1� � I 1�� 1� ,,� 3-;- , , J'*�,_COMPACTED NOTES: 6" VDOT 21& 1� See site plan for parking and sidewalk locations. 95% COMPACTED 2. Proposed section as shown is preliminary. Contractor . to perform CBR tests to determine final pavement section. . PARKING/TRAVELWAY TYPICAL SECTION FOR LOIS LANE STREET STA 12+15 TO t4+64 AREAS LOCATIONS AND DIMENSIONS -_ SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH LOIS LANE POSTED SPEED LIMIT 15 MPH Ull � . - 18' Parking . - I - 24' Travelway - � - 18' Parking � __7 1 1 . I I . 5) � � I - � - 2.5" 1 � M 25.OA � 2. 5', - 5' ; __� dew 0. 5' ,Sidew � 15' SM 9.5A I I F I F � 2% SLOPE \ -.---- __ - - __ ---Install sidewalk s . �­al-"; - �,;. - � � . - 'It., ,.:,. � ;.. :.. I :, � CG 2 CG_6 P--- " ";. � , . :,. �­ � "I, up , , , "'.'�' n plans . ; , �. -,,� " - , -.� , , F;�'_'_,� . .: ­ - ­.%-,pp��g­.;4x ij� a�:4__� f;,� 7...'­.,.:-1-,7_�:. L'.7� ""�­­ F ML , , . _ - 1��44 .- .,. - ­� x �xx',=--, `14­�.`,`� f�­...­"'.­, 11 , ,� F** 41 ": �� ...".. 11 - �, �� �?�, i,� '-­. - . L__?'�' , __ _B�_ 11 1p__`�' , �., ._1 ;;-, I �.� .. � _. - - .7 .; - ., -.4. 41 �--,� . 7'.", 1". ,__...... .�%-,__ ?, � -,� , 1, ! I � ."! � 1" � I 1, ;,'­�, �' � � ; � � � � �, - . . . . W�?� � Depth = 4 , , � �, ,,�. , , . : ��. 1.1j, ­­ 'I',.,,, � I I NOTES: � I 1. See site plan for parking and sidewalk locations. 6" VDOT 21A 1 2. Proposed section as shown is preliminary. Contractor � to perform CBR tests to determine final pavement section. . � I � SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH . I . � I "**,COMPACTED 95% COMPACTED PARKING/TRAVELWAY LOCATIONS AND DIMENSIONS 30 0 30 - 60 90 1 E I E E mmmmmm_____________i HCRIZ. SCALE: I" = 30' . 10 0 to 20 __ 30 SF]"__K_1 = - - I VERT. 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(n. ____ ......... ____l 2_10_ 0 ��;;� ... ­­­ , ... I ........ -11I.-.1--.1.1-1-1 .... _ ........ - ........ - ......... . - . ................ . t . I ta . . . ....... � , � !�' .. ....... � ........ - ... � ........ � ........... .... ..... I .................. ­­.­­..­.­ .... -1- ...... .... . ............................................. . � ... .... � ....... - -1 ... � .................. � ... ... ........ __'. I ___.- - ... I.. -+11-1111 ... I ...... ............ � ........... - F .+ I � 10+00 - 11+00 I I . I 12+00 13+00 . LANDON LANE PROFILE (PRIVATELY OWNED AND MAINTAINED) I I . . HORIZ. SCALE: I"=30' 1 1 . VERT. SCALE: I"=110' . . -----,--------- . ­ . I . I I . I I I I I .1 , 1. . ' - , I � fttrant,f L T, U ir n, , i ��,. 4:L , � . , , - ,: � '!Q"* � I. I I.... �, .. , , . � , I . Foa�Wiw A � . ­ � I I I - I I � . . .. I . .11 I I � Access Management Design Standards for Entrances and Intersections 53 � . I 11 I � �� . I I 11 I , , .. x 8 x ffi � Q ai C6 z x R I— x �S2 cc i 1% . � Af-Gra e �. . ,,,0iiqnp14e0 .: 11 .. . iptersectim, S: . . man . I .11.1.11, . son I 0 0 S 6100;Requfto [Emanginsommosso a . . . ... I I 3 An -t4�% 18---ttt=t�tj I j, , I , J� 'I 'I J1. I 1. � J� � I � 1� J_ 1" 1, , I 1. I ,:.: I , I : , I � .: I - I � - 1, I : 'I :: 1: I J, f , I , I � , I , l, I I , L I J : I I I I , , I ! I , . I PHV APPROACH TOTAL, VEHICLES PER HOUR � I I , I . - - " �IfAll s�'110 61,,k-�: MIX" , Appropriate Radius required at all Intersections and Entrances (Commercial or Private). P? I �W: , 00 �. I . . � I I . . . . �. I I I ,. . I 1. LEGEND 71 1 � �: �� � LE�`-� T,,')1'uV/h`G V�Pb,4/,V�_. fiV?`.tfV 11 11 . , .. 1: . . . . PHV m Peak Hour Volume (also Design Hourly Volume equivalent) � � � I I I . I -1 . � � . I I . .. 1. .1 . I . . �. ".. 11 . I . .. I . . .. 1 I I 1. I � I I I FIG ,. E..3.4. WARRANn.::F0R .LE". .TURN: STORAGE L . S ON , ,, I I . � _ . � �E � ,A.R , AW .11-1 . .1 .. I—. - -1 ,.: ­ --1 I ­­.; ­..­ I ­ 1. - .11 - ..... . . FP497�4114. - I I 'fiEGHWAYS I � I 'Adiustment for Riaht Turns . I I ,. ... � I . I I ­ 1. . ... � , : � . . - I I I - I � I � 11 .1 . ,� : � ­ . . : � �Ir ;J � Ure ;m,was derwKed,40W:b�g_ftlak I RestaLch RePolf I W. 2 . -1 :, �.� ., . For posted speeds at o,r under 45 mph, PHV right turns. > 40, and 11 � I I I PHV total < 300. - .11 :0,0 a. __.__.. ,.. me. jinve. W5�pe,_ U .(" arlp , ,. , , � - , Adjusted right turns = PHV Right Tums. - 20 .Pc?�;04yojutn�, nd left U", ing " , - bid, , (,-bb .r . usedlor left If PHV is not known use formula: PH\(= ADT)(K x D � Ium 511069p: lane uriowng� I I . ­ 11 . I.. ­WARW5:01110, . . I � ... � , . . . I r I . - - I . . I I �. 11 - - 1. - . K = the percent of AADT occurring in the peak hour :F,X:. 010it: I ­. - .., , .. � � . . , , I 1. plart, ,re-Wiremen s_%Uen� cumfbaWcrgutter we used, see VDOT'si Road. I , . . . ., . .. .. I . I -1 . . D = the percent of traffic in the peak direction of flow Q��.Mam .Sedion:2,E�3:on.the.YD.,OTW-e.b.�,�fte-. I . I I I . I . . I . 11 I ­ . . , Note: An average of I I% for K x D will suffice. 1 �40 'Ilmw-.VIWniadotm~e-,�&lwdt,-Jm*iwuia�-itide,vL,asp,., I , ­ � I I . . . , . .. .. . .. I.. ­ .. . I . - FIGURE 3-23 GUIDELINES FOR RIGHT TURN TREATMENT (24,ANE H HWAY) . W" f ': �. ­ _ I �,a so e�e Wishft on':bN44aine. high Wh�re tW,,- Vd ito I Lj�#4umllanes*" I' b 44 , ways', * . 1c. uims . 1, r. . I . I I � I I . I I , , . AADTI�, 3100 I A em .,,.,.iv,affaMft,M,; . . . re, h* Ifi, E I . g , , . . . . I - I � I . . .. I... . . P14\1 z 3,100 - 0' 7, `� 4 21 Vl.�i,tks/w I I I I NOTE: NO RIGHT TURN LANE REQUIRED . NOTE: LEFT TURN LANE IS REQUIRED. 100' MINIMUM STORAGE . I LIMIT. I I . I I TIMBERWOOD DRIVE TURN LANE WARRANT ANALYSIS LAND USE CODE LAND USE T --- X I R 2 TIME OF DAY TRIPSIDAY RIGHTTURNS 230 RESIDENTIAL CONDOMINIUM/TOWN HOUSE TRIPS TOWNHOMES 0.83 WEEKDAY 244 5 710 GENERAL OFFICE BUILDING TRIPS '1000' GROSS SF 0.80 WEEKDAY 146, 5 - 630 . EXISTING MEDICAL OFFICE BUILDING � TRIPS . '10OU GROSS SF . 0.90 WEEKDAY . 293 1 8 � n �t to C!) < C,t,) C..�) �_ UJ 0 Z :5 LL �_ 0: _� #N rcr 0 ��, 0 LL = 5 cc 1z _J . LAND USE CODE - LAND USE T x I R2 TIME OF DAY LEFTTURNS ___________ . I � . . � 230 RESIDENTIAL CON DOMI N IU M/TOWN HOUSE TRIPS - ____ TOWNHOMES 0.80 PEAK HOUR - 1 20 . I ' ; . : . ; 710 GENERAL OFFICE BUILDING TRIPS '100Y GROSS SF 0.83 PEAK HOUR 19 - 11 I I I I I I.". ­� . . . � � . I I 630 . EXISTING MEDICAL OFFICE BUILDING I I TRIPS I 10001 GROSS SF - *** I PEAK HOUR I 32 ______11 - I I",".."..., ........... -, ; , I ; I . . ... .. . . ... � � 1. -1-1.11"..., 510 505 500 495 490 485 480 rill I . 11 '1� 0 , ( �) < :E 0 4 * () I 4*1 ± coo C\I CO 0 :D �4 Q) 0) In &.4Z C\1 < U_ C14 d J < Z) -g!� z z 0 )--11 z z Z5 cc U � C) (40 rr @) , > 0 0 1:114 �_O) U_ V_ - z 11:K C6 Q (t LU -_3 - J cn C) t) 5; Z; I a. Z to :2 .g!!� .,4 ct: -_ UJ I W Q (Z) C13 �: I C:8 z Q -� 00 �_ _J C\1 'C� -4 ;z CC C\J 'T _� < M W V) ZE z 7-6 , I (t 0 cc 00) I C\11 ( I ) ;; S, �� , � n �t to C!) < C,t,) C..�) �_ UJ 0 Z :5 LL �_ 0: _� #N rcr 0 ��, 0 LL = 5 cc 1z _J . 11�K 0) ()o cli - �:) (6 1-0 r" z r'� PQ � 0 P_ � 5; 0) I ,!!� Uj ,,I- It ,_ co z M't 0 W z 9 Z W 0 X % a_ 0 04 111___L_� _.. - J . I 11 REVISIONS --"' � � I I I ���� � -11 DATE . SEPT 21, 2018 - - 11 S ALE C)W ASSHOWN ] _ 11 - - I . W ______11 rr < < z :D (3 rr C) it 0 > U) - M 1�41 LL � z 0 z �_Zl �,, :5 0 Z) 0 C) = 0- 0 () fz, LLI W 3: _J Q �_ Ir rr < 0 = (/) 5 W W ED M 2 < �_ , � I FILE NUMBER 13.0124n I I SHEET L____ I �ile 6 of 20 I - I At 01?ol� rG L DA -8 DA 9 0 0.34 Ac. .16 Ac. C C=0.43 C=0°43 A v 3 N Z D —10 A Q4A A f y �S \ C=O. 43 0. 38 A c. 0 C 95 'y A 4 % Ac. Z �0. 94A 9 95JL 4A vt lu N, e/ .......... A, 98 0 SP 91 PROP. TOP -11192.88 99 5e RCP` INV IN=478.06' z SP 21* KiCP INV IN 48518' 47 RCP INV OUT 477.70' CROSSINP (70' R 99 (Route I X22, \119 10 5 D UN U J/1 onc. Pad, 5201 y EX. STORM MH 2C TOP=497.90' EX. 21 RCP INV IN=49,3.W 21" RCP INV OUT=489.44! OR� MH 2B =492.81 RCP INV IN=488.85' 21 RCP INV OUT=488.70' of ii OP DAVID M. ROBINSON Lie. No. 56760 '1 q12111& -JONAL APPROXIMATE AREA TO EXIST 21" RCP PIPE SYSTEM 6 ACRES c=O. 55 2 Tc= 10 min Q10= 17.85cfs 21* RCP INV IN=487.69' 21* RCP INV OUT=487.65' 'I', a -0 Du er OD AC. tiA- C= 2E X tree % it DA -E)(6 4o\ y 99.3 EX. STORM MH DI 3B EXIST'. 1714-1 99,28 9 kw Top -- 490.40' 1, 05 Ac. Ej 0 5�- RCP INV IN=476.16' heat w1=4/9.10' C 0. 66 \DA -6A Tc=7 min. �0,24 Ac, ! M QI04.3.Cfs X 98,37 C_ r\DA-12 9.08 0 10.29 ACA + =0. 35 / DA -EX4A,,, IT. DI -3A TMP EAS < DA - 46 -B4 -7C 90 0,,,65 Ac. 0.1 31,828 Sf. 9,34 2 Ac. E� heat 0. 73 Acre C= P lllpb DA -14 X !Width Existing -Story Brick Medical P to �Veet ­/ 1. 19 CfS /Office Building 0 \"/,-O. 15 Ac. Ej 12,424 sf !2j 0j #1800 C=O. 38 ...... . . .... L I Timberwood 24'— CD ye, Blvd. J 2.0 -we X en Space B LU 3: CC) EX5A . . . ... 12 EXIST. DI 0.25 Ac. C=O. 76 vate -�Xrt;d, P ILD DA-LA4 1 -2 DA E= Uc -5 Min./ / I - EXIST DI—Ml DA -/� " _' I I -, 18 0.49 A 0. op 4-", AC=0. 44ft c07 0,& AC. 5 Prop. CG -12 85 I If C 0. 73,, d Lead Walk "TC=5 Min. I EX DI -38 Q10=1.81 X C;(s 46-B4 Lot 32\1 Lail 31 950 T�f 29 Lot 30 Lot 28 Lot 2,13 0 �2\7 A re \Lot 25 -FF40a ot 25 --FF-49" at -WAN `PROP I p AN OFFICE BUILDS BLDG W�0 5.666SF 82A D1-36 MA)Q UM NUM �QF EMKOYEES - EX5i 17 Out 3. EX. DI -36 V. Ou Hw ildewalk P Exist. Pond WSE = 473.0 -XiSt,- 6 ucti � \A D, Ovate 0only i. 6"' mo Ex. a 6" Ts DA —EX S xist• Water Meter to Rem n hYTQT n T _ Q 3 FLOW FROM EXIST 30 0 30 60 90 Xist.wa' ,--0,69 24- RCP = 10.08cfs EaesmerJ7,=5 PER STORM CALCULATIONS SCALE: 1 30' Q 10= o. 6 ,SBY GLOECKNER, SMITH, 1! COLEMAN, INC. hI 5lll 0 0) M CM e Z) 20 0 AK LIS 4 U) UJ 0% r: C1 Q 0 0Cq z -4 -% CC Z, _j cc Cq < Q < cc cc 0 _1 -Jw Q. Lo (-) C:) C\I n C6 z 0 ul LIU 2 9) Z "t It _ c) 0) 'It w Z z 0 0 WX % CL REVISIONS DATE SEPT 21, 2018 SCALE ill = 30' w < �4 2; 0 U) 2C23 LL 0z Z Q_ 0 0� 0 w 124 jr < LIJ �> w _j FILE NUMBER 13.0124 SHEET 17 of 20 L SANITARY SEWER SERVICE LATERAL DETAIL NOT TO SCALE EMB SPRC NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION - INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE: 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 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 SANITARY SEWER INSTALLATION DETAIL NOT TO SCALE NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. 99DOGHOUSE" MANHOLE DETAIL NOT TO SCALE ( 1" /mm) DIA MOLES N - BOLT2CI3RCLE(834mm) DIA 2" (51mm) LETTERS ® (RECESSED FLUSH) V East Jordan Iron [25mm] Works 00104316 2 Pte\ q CLOSED S \`� PICKHOLES 1 1/2" [$8mm] t O CD S W (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2" DIA1 1/2" [699mm] [$8mm] 26 1/4" DIA 7 [667mm] [178mm] 1 1/2" 26" DIA [660mm]79MM] 1/4" (6mm) DIA1/8"24" DIA I NEOPRENE GASKET € [606-1- 1 _ 28 7/16" DIA I 5/8" I' [722mm] "1 [16mm] 23" DIA L[584mm] 36" DIA 25" DIA [914mm [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION MANHOLE FRAME AND COVER DETAIL NOT TO SCALE ' RUBBER COATED STEEL STEPS OR APPROVED SEWER SERVICE LATERAL CONNECTION NOTES G 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE EQUAL CAST IN PLACE GENERAL NOTES. AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE _ NTH PART v, SECTION G OF THESE SPECIFICATIONS. "0" RING SEALSA LATERAL PIPE SHALL BE AT LEAST 0.2 HIGHER THAN THE DETECTABLE WARNING TO BE CLASS A-•3 CONCRETE (CLASS A-4 IF PRECAST) ',CC,[P_` BLE ALT=RNA-1k,"17 c;i.I�I TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED DIFFERENCE ACROSS M.H. 5" WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 4'-0" 5> TO THE MANHOLE. 105 502 W + 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONCRETE-----,° ° ..: CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY ' SEALTITE", DEPTH OF FLOW FILLETS , CHANNEL TO BE OR AN APPROVED EQUAL. i SET DOGHOUSE BASE a EXISTING SANITARY SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP >LL Z ON CONCRETE BLOCKS `_-i! + SEWER PIPE 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4"' L J "r 4, ZI > Q LL1 DOGHOUSE OPENING SHALL ° i' MIN. 12" CLEARANCE PER FOOT LuLu BE PREFORMED BY a BETWEEN EXISTING PIPE PRECAST RAMP FLOOR. PRECAST'CONCRETE SHALL BE CLASS A -4.N 00 MANUFACTURER OR AND STONE BEDDING 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM MIN 2' D BARS THE EFLOOR,MID-DEPTHEOFIOENTER TO TER ALONG REQUIBOTTHRSIDES it � >1 SAW CUT TO FIT PIPE DIAMETER OF 4". RAMPTO OF RAMP FLOOR.CMIMUM CONCRETE COVER it/2". 7T�sPE OUTSIDE DIAMATER 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 6 C\1 PLUS 6". 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER ARE INCLUDED IN PAYMENT FOR CURB < CURB AND GUTTER. _7 CO B 12" THICK VDOT OF 3 FEET. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 0� PARALLEL No. 68 STONE BEDDING BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 8"x8%16" AND 4"x8"x16" r° AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 0 ILL SOLID CONCRETE BLOCKS SALT CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CR6SSWALKS � LO C', CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE TREATED AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT Z FINISHED GROUND 2 x 4 MARKER BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ROUTES PROVIDE CONTINUOUS g2:1 FILL DOGHOUSE OPENING ETC. ACCESSIBLk A UNOBSTRUCTED STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE CAN BE APPROACHED, 'R' to MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE L3 ELEMENTS OF A FACILITY THAT ENTERED D� BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE 0 ON FIGURE S -1-A RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT OR NON -SHRINKING GROUT AT )K 2' HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS ALLOW CONCRETE TO FLOW A MIN. , PAVEMENT EDGE OF WRAP EXISTING PIPE WITH PERPENDICULAR TO THE CURB. AT *)K , SAME AS TOP OF CURB 1'-0" BEYOND BASE &. TYPI� CONCRETE SEtE ALK IS 4" CK. WHEN THE 7N'TRANGE RADII CANNOT DATEEREFER STR DARD ECG 1R3. GC1A# ERGfA E€yTRANCE HEAVY TRUCK TRAFOFIG> NEOPRENE GASKET MATERIAL TYPE G* PARALLEL 8c PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. OF STRUCTURE BEFORE FILLING THE OPENING WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, SEPT 21, 2018 THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH NEOPRENE SECURED BY 2 NON - SCALE 1.6" - 2.4" TRUNCATED DOME N PLUG END OF CC o0 EACHOSIVE SIDE OFROPENING MAIN LINE SERVICE LATERAL Lid 0 0 0 0 0 0 0 0 0 0 0 0 0 SECTION 12" MIN. CAST -IN PLACE 45 0'0" 0'0 0 0 0 0 00 0000000 o 3,000 PSI CONCRETE BASE z 0.2" 0 ty 0 0 0 0 0 0 0 0 0 0 00 00 0 FOUNDATION SECTION VIEW L SANITARY SEWER SERVICE LATERAL DETAIL NOT TO SCALE EMB SPRC NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION - INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE: 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 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 SANITARY SEWER INSTALLATION DETAIL NOT TO SCALE NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. 99DOGHOUSE" MANHOLE DETAIL NOT TO SCALE ( 1" /mm) DIA MOLES N - BOLT2CI3RCLE(834mm) DIA 2" (51mm) LETTERS ® (RECESSED FLUSH) V East Jordan Iron [25mm] Works 00104316 2 Pte\ q CLOSED S \`� PICKHOLES 1 1/2" [$8mm] t O CD S W (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2" DIA1 1/2" [699mm] [$8mm] 26 1/4" DIA 7 [667mm] [178mm] 1 1/2" 26" DIA [660mm]79MM] 1/4" (6mm) DIA1/8"24" DIA I NEOPRENE GASKET € [606-1- 1 _ 28 7/16" DIA I 5/8" I' [722mm] "1 [16mm] 23" DIA L[584mm] 36" DIA 25" DIA [914mm [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION MANHOLE FRAME AND COVER DETAIL NOT TO SCALE SEE STRUCT. DWGS FOR FOOTING INFO CG -12 DETAIL .............. _....... .......... __ .... _....... ._._-_.._._....._.. NOT TO SCALE NOTE: ALL DETAILS APPLY TO A DETACHED OR ATTACHED DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR EXACT LOCATION OF DUMPSTER ENCLOSURE, FIELD BRICK HARMAR #627 FT -WASHINGTON ANTIQUE S.B. FLASHED � KP )NUS ' RUBBER COATED STEEL STEPS OR APPROVED G cG-12 EQUAL CAST IN PLACE GENERAL NOTES. PRECAST REINFORCED 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. _ ............ "0" RING SEALSA 2, DETECTABLE WARNING TO BE CLASS A-•3 CONCRETE (CLASS A-4 IF PRECAST) ',CC,[P_` BLE ALT=RNA-1k,"17 c;i.I�I ISE X fR,U v; DIFFERENCE ACROSS M.H. 5" WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 4'-0" 5> FROM INLET TO OUTLET 105 502 W RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN C\1 d CONCRETE-----,° uj TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE DEPTH OF FLOW FILLETS , CHANNEL TO BE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER, i TYPE 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP >LL Z PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. L J 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO > Q LL1 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF LuLu PRECAST RAMP FLOOR. PRECAST'CONCRETE SHALL BE CLASS A -4.N 00 5. D BARS THE EFLOOR,MID-DEPTHEOFIOENTER TO TER ALONG REQUIBOTTHRSIDES it � >1 RAMPTO OF RAMP FLOOR.CMIMUM CONCRETE COVER it/2". 7T�sPE t21 MAX., 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 6 C\1 ARE INCLUDED IN PAYMENT FOR CURB < CURB AND GUTTER. _7 CO B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 0� PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER r° AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 0 ILL �dh �+d CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CR6SSWALKS � LO C', 1.... AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT Z BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ROUTES PROVIDE CONTINUOUS g2:1 ETC. ACCESSIBLk A UNOBSTRUCTED STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE CAN BE APPROACHED, 'R' to L3 ELEMENTS OF A FACILITY THAT ENTERED D� AND USED BY PEDESTRIAN$. 0 B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2 MIN AT )K 2' HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS , PAVEMENT EDGE OF PERPENDICULAR TO THE CURB. AT *)K , SAME AS TOP OF CURB &. TYPI� CONCRETE SEtE ALK IS 4" CK. WHEN THE 7N'TRANGE RADII CANNOT DATEEREFER STR DARD ECG 1R3. GC1A# ERGfA E€yTRANCE HEAVY TRUCK TRAFOFIG> TYPE G* PARALLEL 8c PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, SEPT 21, 2018 THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH SCALE 1.6" - 2.4" TRUNCATED DOME CC o0 00 0 0 0 0 0 0 0 0 0 Lid 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0000000 . 0'0 0 0 0 0 00 0000000 o :D_I z 0.2" 0 ty 0 0 0 0 0 0 0 0 0 0 00 00 0 - 50% - 65!. OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � 70P DIAMETER0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.W, - 1.4" VARIABLE z BASE DIAMETER�-- - - 4` MINIMUM.LIMIT PAY fMITS TRUNCATED DOME DETECTABLE WARNING ° DETAIL DETAIL SHEET 1 OF 4 t� CG -12 DETECTABLE WARNING SURFACE U) u REV, 7,06 GENERAL NOTES 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 510 02 SEE STRUCT. DWGS FOR FOOTING INFO CG -12 DETAIL .............. _....... .......... __ .... _....... ._._-_.._._....._.. NOT TO SCALE NOTE: ALL DETAILS APPLY TO A DETACHED OR ATTACHED DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR EXACT LOCATION OF DUMPSTER ENCLOSURE, FIELD BRICK HARMAR #627 FT -WASHINGTON ANTIQUE S.B. FLASHED � KP )NUS ' RUBBER COATED STEEL STEPS OR APPROVED G 3'-0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED .12" CONCRETE SECTIONS _ ............ "0" RING SEALSA 16" MAX ',CC,[P_` BLE ALT=RNA-1k,"17 c;i.I�I ISE X fR,U v; DIFFERENCE ACROSS M.H. 5" 4'-0" 5> FROM INLET TO OUTLET 105 502 W SCH. 40 GAI_V. FENCE POST AND GATE w/ "BEIGE" TREX WOOD -POLYMER LUMBER SLATS TO MATCH BUILDING. PROVIDE GATE LOCKING PINS AND PIN RETAINERS w/ PROVISIONS FOR PAD LOCK. NOTES: 1. DUMPSTER WALLS TO BE 9'-0" HIGH. 2' PROVIDE CONC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ CONC, AND PROVIDE 4. CONC, DOME TYP, SEE PLANS FOR LOCATIONS. PAINT SAFETY YELLOW. 5. FINISH TO MATCH BUILDING. BRICK DUMPSTER ENCLOSURE NOT TO SCALE FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA -� 'I 2'-0" STREET SURFACE OR NON -PAVED AREA 1'-0" MAX "WEDG-LOK" TYPE ' RUBBER COATED STEEL STEPS OR APPROVED 3'-0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED .12" CONCRETE SECTIONS 12" MIN_T "0" RING SEALSA 16" MAX MINIMUM ELEVATION q DIFFERENCE ACROSS M.H. 5" 4'-0" 5> FROM INLET TO OUTLET W SHALL BE 0.20 FEET. C\1 d CONCRETE-----,° uj VARIES DEPTH OF FLOW FILLETS , CHANNEL TO BE Li i /q I� A G1 i L1 of �.i•n 3/4 DIAMETER OF FLEXIBLE CONNECTION CONTRIBUTING WITH STAINLESS STEEL Ta. SEWER. BAND A FILLETED INVERT FOR A SMOOTH a d �.9 .' 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALT_ BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL. DETERMINE WHETHER .MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. Nx) FES I'03E: GABS A.5 IF CAST iN P'LAC' PSi , COO lF ^RECA_ , -43 HAVING RADIUS OF 300 � E"A* _ONG , 4..: O CU.;. B) VMJ. -3" PAID U)IR a _ RA)[AI .. t3. 4. TI L t I IH C U- lb VAI. H ' EI 7 E 1 ate. RIF S (I f F Ta N i�.:ASF � tall. 1 1 PTS) iN ihDE:t'I'1 t 'E: B T"'N Or IRI: YIL{ FV T I T':F TO= ;:r A COURS'." Or T I PAVENI :NT SU: STRi CTURE. 01H' R41 r h L}:'H S I0 6£ R AS SHG \ 'n A��IJS't<iENY THE - P:cF ,IC .. Tc 3E MPDL R A L � ,r R AN 7 F I >:.) (i R' A WAY, 1A IIA ERIN. �iEG I-, li ti -S i 01,' SHOLINN a A^Pt M I?, A CIF T 'E VTli T ROAD '? k'V :'.ALP .! ... \. v- CINIs\ IEP .RTMt Nl TR:NNPO. TAT!OPd CG -2 DETAIL NOT TO SCALE NYLOPLAST YARD DRAIN DETAILS Not To Scale ....:2...........) ui;Lt, MANHOLE WITH BRANCH TIE-IN DETAIL NOT' TO SCALE 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN 2" NOTE. BRANCH ■ ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT INSTALLED l��TH Op� Il1'd,1A o � DAVID M. ROBINSON Uc. No. 56760 *0 q/205 s'910NAL NOTES: L THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CMB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4•FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED P TO THE ARALLEL SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2°` R OF THE VDQT ROAD DESIGN MANUAL. P a a P + aa - ..-....--- _..... _.... -._. ,.._ - S, - THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB St GUTTER tO$ 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CG -6 DETAIL NOT TO SCALE NYLOPLAST DRAIN BASIN WITH DOME GRATE (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER RECOMMENDATION AVAILABLE (ACCORDING TO PLANS(TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLE-.T ADAPTERS AVAILABLE: V- 30" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, AADSHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PWC C9001C905, CORRUGATED &N RIBBED PVC WATERITiGHT JOINT (CORRUGATED H9DPE SHAWN) 1 -a' - 30' DOME GRATES SHALL BE DUCTILE IRON PERI ASTM A536 GRADE 7050.05. 2 - 8" & 10' DOME GRATES FIT ONTO THE DRAIN BASINSS WITH THE USE OFA PVC BODY TOP. SEE DRAWING NO. 7001-110,095. - 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACC(ORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 8V DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SMALL CONFORM TO ASTM 03212 FOR CORRUGATED HOPE (ADS N-IZ1f*NCOR DUAL WALL), N-12 HP, & PVC SEWER (4' -241. 6 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE V TO i 36V. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWINYG NO. 7001-110-012. 6 - 81- 30° DOME GRATES HAVE NO LOAD RATING. (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. - (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6° MIN. ON 8' - 24",10' MIN. ON 30" BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS it -3 MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 201.03 0 Cy Cn W C\1 d uj Li i >LL Z W L J Cr -_ > Q LL1 LuLu 00 q-. it � >1 0c 6 C\1 ra ra _7 CO W 0� r° cc ct. OC C±, ii! 0 ILL �dh �+d � LO C', Z 'R' to L3 03 'd' W 0 REVISIONS DATE SEPT 21, 2018 SCALE AS SHOWN Lid :D_I z Cc 0 � LL z z a ° w W I t� r U) u CO CY1 J FILE r��3UMBER 13.0124 SHEET 18 of 20 ! ( A-1 11 STREET APPROACH SAME SURFACING GRADE CHANGE "D" DESIRABLE MAXIMUM GENERAL NOTES (RADIUS TO BE AS I j ( AS MAINLINE ROADWAY (SEE NOTE 6) Ci G.. MEDIUM 500-1500 VPD STREET SHOWN ON PLANS) 6 LOW LESS THAN. 500 VPD 156X 1. WHEN CG -11 IS USED FOR CONNECTIONS, THE CU.YD. I BENDL CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH T _ _ I (RADIUS TO BE AS H AASHTO POLICY AND THE APPLICABLE REQUIREMENTS L RADIAL COMBINATION SHOWN ON PLANS) OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 00 CURB AND GUTTER 2.50 2.50 3.01 CG -6 (SEE NOTE 7} 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE OF ANTICIPATED 4" & 6" 45 2.00 TURNING REQUIREMENTS HEAVY TRUCK 2.60 0.15 2.00 2.25 TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS SIDEWALK ( I 1.50 TS OF THE RADII SHOULD BE I (SEE NOTE 2) 6 a N OPTIONAL 6" INCREASED TO £i. Z Cc'" x.13 C W FLOW LWE 1.50 3. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 2.50 ---- ----- OR CG -7, THE CURB FACE ON THIS STANDARD IS TO EXPANSION I N 90 EXPANSION BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. JOINT q JOINT cc 0 0) 452.66 4. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE NOTE WIDTH "B" 2'-O" OR, AS MAINLINE ROADWAY SECTION. Q.26 USED WITH THIS STANDARD. SHOWN ON TYPICAL A u� 5. OPTIONAL FLOWUNE MAY REQUIRE WARPING OF A 22 1/2 1.66 2.16 PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. 0.13 PLAN VIEW 2.91 2.66 0.32 0 LL I 11 1/4 ENTRANCE NOTES 2.16 E ROADWAY SLOPE 0.13 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. EDGE OF SHOULDER OR OPTIONAL FLOW UNE 4.83 ® - - __.. 4.5 D 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION Lu REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE MAINLINE ROADWAY 3.33 3.58 `' - - MAX - D OMITTED IN THE ENTRANCE.) 4.00 2.813 0.52 22 1/2 2.33 2.58 2.86 0.24 ^-- - -- D 8. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE 11 1/4 1.83 2.33 2.84 0.18 EXCEPT FOR REPLACEMENT PURPOSES. n 9. THE DESIRABLE AND'MAXIMUM ENTRANCE GRADE CHANGES W MIN. J COMMERCIAL. ENTRANCE I CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A 412t B.._...........-... �. �. • a, CLASS A3 . �, . 5, • y. (H,E.S.) a. �• - CONCRETE SECTION C -C "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD Ox 3% MEDIUM 500-1500 VPD --53% 6 x LOW LESS THAN. 500 VPD 156X 8Z NOTE.- ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV 8/07 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 x CG -11 ENTRANCE DETAIL NOT TO SCALE SECTION 1-1 WPLUG I> 45°max1 FOR TEE OR !WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. iM NG AS JIBED -� 4 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. 0 BENDL H T L H T 00 90 2.50 2.50 3.01 0.24 rZ 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 >Q LLJ 22 1/2 1.50 2.00 2.52 0.10 £i. Z Cc'" x.13 C W 11 1/4 1.50 2.00 2.50 0.10 ' 90 3.66 3.16 3.21 0.48 cc 0 0) 452.66 2.66 2.77 Q.26 u� 8 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 0 LL I 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 Lu 10" & 12 ' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.813 0.52 22 1/2 2.33 2.58 2.86 0.24 tw 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRE'T'E THRUST BLOCK DETAIL- ....... . .......... ............ ...... ... .... ............... ........... ­­ . .. . ........ ................. ..... ......... ........................_.... ...._........._......_.................... NOT TO SCALE KENNEDY GUARDIAN (K -81A) MUELLER CENTURION (A-423) AlOR APPROVED EQUAL A I/lTI-". I TVI -11")A AIT A.11 If^T fl!" 8" X 6" TEE 2500 P.S.I.CONCRETE BASE AND THRUST`:! BLOCK AGAINST UNDISTURBED STABLE t SOIL. STEEL PILE _ - 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 1T IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NOT TO SCALE NO NO " COMPRESSION x 3/4" MALE PIPE COUPLING ,PPROVED EQUAL JIIVVLC JGI'CVILG NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/4 BEND COUPLING (IF REQUIRED) MUELLER N0. H-15069 (1") LOCKWING NO. H-15068 (1 1/2", 2") BALL OU FORD NO. L02-44 (1") VALVE \ NO. L02-66 (1 1/2") (INLETLET; NO. L02-77 (2") 36" MIN. OR APPROVED EQUAL 45° CORPORATION STOP (1", 1 1/2", 2") MUELLER NO. B-25000 FORD NO. FB -600, OR APPROVED EQUAL COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID PIPE SLOT BROOKS / I (2 PLACES) 2200 SERIES (5/8"-1 " METERS) NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B 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. FOR USE ON ATTACHED SINIGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. DMPRESSION x 3/4" MALE PIPE COUPLING ,PPROVED EQUAL -OR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID FINISHED GRADE Ill= 10"-15"BROOKS 2200 SERIES BOX WITH II1-� i UNPAVED AREAS EXTENSION ROVED EQUAL r-1 COPPERSEfTER McDONALD 20-209 WWDD 33 OR APPROVED EQUAL - METER BRICK AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION -11-1 ._------__...__..-_____.__._._...__............._..-_....._......_.__..__............... - ............ ...._._. _. .......... _._._...__....__............__.... __.......... _.._..... _.... ---------.._._____.__.___..__....__..__.__.___-- NOT TO SCALE TYPICAL DETER BOX NOT TO SCALE PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� a ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 z (SCREW TYPE) OR APPROVED EQUAL �r Z N M.J. GATE VALVE WATER 41Hh i I dHh. LINE 147 1 1, 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA. THRUST BLOCK a a a 6 4 v NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GA'L'E VALVE NOT TO SCALE SIZE BRANCII ^"'n VALVE THE WATER MAIN WATER M.J. PLUG I.kju Vi--\L-VL- TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON -EINE (TYPE "B") THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or o BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS THRUST BLOCK t° -- METER BOX (SEE FIG. W-7) VALVE BOX n w - N0. 57 STONE M.J. FITTINGl y 2" PIPE SLOPED TO DRAIN IF +:GRADE ALLOWS aya"" . BRASS VARIES VARIES 2GALVOR ._ .... PIPE 2" THREADED TAP PLUG DEAD END. (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NOT TO SCALE $0,Z,T H OF O GSA o � DAVID M. ROBINSON tic. No. ai2iir6 s ONAL _ GOOD FOUNDATION MATERIAE ROCKY FOUNDATION MATERIAE INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF X68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION INITIAL BACKFILL UNSTABLE SOIL MIN,� MIN GRANULAR FILL AS APPROVED BY ACSA STABLE SOIL OR ROCK' 3 STONE I ZSTABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE T'ALLATION_­� BEDDING__ _.._ _ NOT TO SCALE w 0 00 07 ca C\1 rZ � 0 a + CL >Q LLJ £i. Z Cc'" x.13 C W ()CO tU r ' mN cc 0 0) -.. �. L\l u� C0 0 3 Ir " Cc Cc CI C3 rt Cc rt C1. Lu 0 LL I 1 jLO t3 0 04 u W - Lu 'It iii "It 0.) w Z tw REVISIONS DATE SEPT 2 1, 20188 SCALE AS SHOWN w ir 'CZ 0 WLL w rr U)j w m w FILE NUMBER 13.0124 SHEET 19 of 20 Q E Access Management Design Standards for Entrances and Intersections 55 PWAPPROACH TOTAL, VEHICLES PER HOUR AppIoprialo RadiitS required at all Intersections and Entrances (Commercial or Private). LEQEN PHY - Peak Ho.lir Volume (also Design Hourly Volume eqiivalanf) For posted speeds of of under 46 piph, PHV right furns � 40, and pMV total e 300. Adjusted dl;M turns = PHV Pight Turns - 20 9 PHV is not knowiT use formula: PHV - ADT x Kx D K = the paroent of AADT occurring In the peak Stour 0 = the perceint of traffic. In the peak direction of tow RoW An average of I I ¢Plafor K Q will svffias FIGURE 3-23 GUIDELINES FOIR RIGHT TURN TREATMENT {24ANEH10HY*Y) AAOT t 311010 PIHV� 1-100, s2 Or N N TA 'XsT THE PROPO4J vOR,rmxlMdv ANT iUKWP P; rllmf AY RS; no ksrRX's, LoEvs -7 ex!aT AA, sOwlw cbmmclp CONSIRUCTWN JOINT DETAIL M' qPAOVE Z267, ^ ASF� S^LT LME{: TO "I TAND JLZWISC MO KPLACI W ?RvIcs-AW1111- oRopo""m WWN 3%x JIVH FlllK AWYA1.1 WR,"AM rW-Rlir'. (S.i~'JA'Cf 9S At V. k .1.1 11 0 1 11 Al 111-,12SAAY fC�, 119,11' jl�; F1g1, 7h.X*,IJ5 O� S MCI % %I.RVIM r, VEST f: ;F NOTES. �PHAT RWRIANT At Avr'��owy� N Ar(wamce'AT. 0,Aw"T, rwwtffw3i Ax AF,"Po' - OT ILL e,.C�Naz, �V4O PAL HA�e A P PAY 0, e . �Wi,4 or OF 5. A 'A &AT t,,P I'ME VN $'LF Al PC"' 11iT'n, Ao V kxj"5"NC, �-A MIK'N, F>M V li Or I KPLACED WW'l X4 Mak�L(K, MPTA Qa PAVON� TO iw.,Apa�� x To AN q. EK',$ONC, TA'4,Ww mo "kqw WT,F,4 4'r FC 04q& ovm �k KINX(I TO FNQhFFF. 7RNAL TKAW,YE.SE T,,F,�,N S"ALL NINFIMA TO �� OOup"wE 4T� r �L,-T,0,q 'a15.wo OF AT I , .1 T,7 -MT ALL O;�75 11F1WbM0ON$ sivLt VZ F's Z4 10 FC,)T "53 1h xxtmma. W 31 -mm;; QF 11,4T, Cf ASPHALT PAVEMENT WIDENING I ZWOF I WVOMN 4WE FOR WDENINO SUBJECT 16 TRAFFIC. V000A MAMRKNT'OF MN4MrATrON W4-2 Lane Ends (symW) Sign ibis farm ft Manual of POW Sigtis '14)ItP;hWWWJjarkSl,9P,U*Jx Th 4 sign image "pyright Rkhatd C, Moaur.AII rIghN resented.NOTE: NO RIGET TURN LANE REQUIRED WP -2 AREA �:LTH op -f VI -A, o Q DAVID M. ROBINSON Lic, No. 567 60 � '0,,a, j , ql2i�le -6"YIONAL -i 1K OF I f, / z (.) I (`i 0 C4 C� t6 f" L U cm < z 0 z �5- iz 0) ou It 14 Zt co Qin Uj -4 Zt cc cy C� 0 0 LL L—UJ LO to C) 0 c\l l,— CD z of -- 2 9) LU z 0 M REVISIONS DATE SEPT 21, 2018 SCALE 1°=201 W 0 LL Z rL LLJ 0 0 Uj Co < Z 0 0 W j tr W M E- E- E— FILE NUMBER 13.0124 SHEET 20 of 20 I f, / z (.) I (`i