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SDP201800071 Plan - Submittal (First) Initial Site Plan 2018-09-21
Id, Id- 1:3 0 =k!A A Ke A IF• IL L Ti 71 ' I a I I Pressare 4 Notes, Abbreviations, & Legend 3 of 20 Existing Conditions Demo Plan Flow k;y0Ww#z Subdivision Exhibit 5 of 20 o M 3Z Par 87 VMC'MM EIXCMC AND POWER COMPANY USE., UTILITYZONM. Layout Plan 7 of 20 R15, Rf 8 of 20 Grading Plan jay0 Landscape Plan 10 of 20 Landscape Plan 11 of 20 Landscape Plan 12 of 20 Lighting Plan 13 of 20 Lighting Plan Cut Sheets 14 of 20 Sanitary Sewer Profiles 15 of 20 Storm Sewer Profiles and Calculations 16 of 20 Road Profiles 17 of 20 Storm Sewer Drainage Areas 18 of 20 Details C Details AM i�Avlaw�t),f,,zerot.n�,totQ%�o�9L;ft�i vt �t & alt th',gw.. .ivy apes _.P 0 For F- 0 Z r' nn 46-B4 Par 7B HICKLM LEC, CIO DOWNER REALTY ffiCBLR�'E LLC C/O DOWNER REALTY ` Sig n7� LLJ z LZU 0 Z: 0 D - <1\ REVISIONS DA 46 Pa 34-A FOREST L403 COMMMY ASSOCN27ON USE: POND DATE Dn40-Dif P� 7 30NING. R4 C) Hia"I M'0' C/o DOWNER Rwrr SCALE AS SHOWN M 46-B4 Par 7A Ermwe U0, C/o DOWNER ReALrf-- W rr ft 46-84 Par B1 FOREST USES COMMMY ASSOCIATION, NC USE SOCCER IFULD z :D Z5 ZONING: 174 CY Cc S r. 44 -RS Par B FOREST MARS CO1WXff ASSOCLIVOK INC E- USE CLURROUSE ZOMWO.I.Rf 11 - I Pressare 4 Notes, Abbreviations, & Legend 3 of 20 Existing Conditions Demo Plan Flow k;y0Ww#z Subdivision Exhibit 5 of 20 . .......... D4t9 4t)Of1pk f TOW Layout Plan 7 of 20 r a -Tim 8 of 20 Grading Plan jay0 Landscape Plan 10 of 20 Landscape Plan 11 of 20 Landscape Plan 12 of 20 Lighting Plan 13 of 20 Lighting Plan Cut Sheets 14 of 20 Sanitary Sewer Profiles 15 of 20 Storm Sewer Profiles and Calculations 16 of 20 Road Profiles 17 of 20 Storm Sewer Drainage Areas 18 of 20 Details 19 of 20 Details AM i�Avlaw�t),f,,zerot.n�,totQ%�o�9L;ft�i vt �t & alt th',gw.. .ivy apes _.P 0 For F- 0 Z r' ru 01-- 29) Sig n7� LLJ 'SET INDIE 2 of 20 Notes, Abbreviations, & Legend 3 of 20 Existing Conditions Demo Plan 4 of 20 Subdivision Exhibit 5 of 20 Layout Plan 6 of 20 Layout Plan 7 of 20 Grading Plan 8 of 20 Grading Plan 9 of 20 Landscape Plan 10 of 20 Landscape Plan 11 of 20 Landscape Plan 12 of 20 Lighting Plan 13 of 20 Lighting Plan Cut Sheets 14 of 20 Sanitary Sewer Profiles 15 of 20 Storm Sewer Profiles and Calculations 16 of 20 Road Profiles 17 of 20 Storm Sewer Drainage Areas 18 of 20 Details 19 of 20 Details 20 of 20 Left Turn Restriping Plan �LTH of C" DAVID M. ROBINSON Uc. No. Z°.��se CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION FIRE / RESCUE lci OF `_' 0 Om Z0 z cc > U - UJ W s cm - 4 4 a-" Cq 00t60 M cm I toco z < "t 0 cc j c 0-j LLL CL IU j W cu') Cq F- 0 Z r' ru 01-- 29) LLJ z LZU 0 Z: 0 D - REVISIONS DATE SEPT 21, 2018 SCALE AS SHOWN W rr < z :D Z5 CY Cc 0 U) > E- 11 - z z 0 0:) 0 () W3W : j CC < W 2 W C(3 < FILE NUMBER 13.0124 SHEET 1 of 20 U L SITE DATA OWNER / DEVELOPER HIGHUFE, 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 UE 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 46-84-7) 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 TOTAL EXISTING IMPERVIOUS AREA: 1.16 ACRES TOWNHOMES: 5' MINIMUM, 25 MAXIMUM FRONT SETBACK EXISTING IMPERVIOUS AREAS TO REMAIN: (PER 4.19) 20' REAR SETBACK EXISTING PARKING/TRAVELWAY : 0.77 ACRE SIDE SETBACK, NONE EXISTING CONCRETE WALKS / PAVED PATHS: 0.10 ACRE PARKING SETBACKS 10' FROM PUBLIC STREETS EXISTING BUILDINGS: 0.29 ACRE 20' FROM RESIDENTIAL AREAS 46-84-7 UNDISTURBED BUFFER 20' FROM RESIDENTIAL ARAN 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 SPiO FOR LOCATION OF RECREATIONAL AREA) RECREATIONAL AREA IS OPEN SPACE MiNUS THE PRIVATE STREET VARIABLE WIDTH EASEMENT LAND SCHEDULE: POST -DEVELOPMENT (SF) % LOTS 126,982 SF 49.7 COMMON AREA/OPEN SPACE (RESIDENTIAL) 31,453 SF 12.3 ADJUSTED TMP 46 -B4 -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 SF. (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 46-84-7 REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING 32 TOWNHOUSES X 2 SPACES + 32 TOWNHOUSES X (1 SPACE/4 UNITS) _ 72 PARKING SPACES REQUIRED 74 PARKING SPACES PROVIDED PARKING TABULATION FOR 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 STORMWATER MANAGEMENT NOTE: STORMWATER MANAGEMENT (QUANT111Y) CONTROL FOR THIS DEVELOPMENT IS PROVIDED VIA ARBOR LAKE: LOCATED ADJACENT TO THE SITE AT THE SOUTHEAST CORNER. REFER TO COUNTY SWM #56-01. STORMWATER MANAGEMENT (QUALITY) IS PROVIDED VIA PURCHASE OF OFFSITE PHOSPHOROUS CREDITS. i Sa 9nnA__R9 - Ai i AWFn STANn Al ONF PARKING *NOTE: REVISED AREAS WALL NOT BE APPROVED UNTIL A SUBDIVISION APPLICATION IS SUBMITTED FOR REVIEW. ACSA GENERAL WATER & SEWER UUNllrrtUNN 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 UNE 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 CENTERUNE 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 UNES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHAD. BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION EFFECTIVE JANUARY 4, 2012. I IL a GENERAL CONSTRUCTION NOTES: 1. Prior to any construction within any existing public right-of-way, including connection to GENERAL SITE AREA TABULATIONS EXISTING TM -PARCEL AREA (ACRES) PROPOSED TM -PARCEL* AREA (ACRES)* 46-84-7 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of ARAN 2.76 Residential Lots, Open Space, & Private Accces%Utility Easement 3.64 46-134-7A the permit. Where any discrepancies occur the requirements of the permit shall govern. 0.27 46-134-7A (Commercial) 0.27 46-134-713 2. All materials and construction methods shall conform to current specifications and ADJ 1.10 - - Commercial 46 B4 7B { ) 1.23 46-134-7C standards of VDOT unless otherwise noted. 1.74 46-134-7C (Commercial) 0.73 TOTAL 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other 5.87 TOTAL 5.87 ACSA GENERAL WATER & SEWER UUNllrrtUNN 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 UNE 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 CENTERUNE 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 UNES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHAD. BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION EFFECTIVE JANUARY 4, 2012. I IL a GENERAL CONSTRUCTION NOTES: 1. Prior to any construction within any existing public right-of-way, including connection to GENERAL EXIST any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of ARAN ABANDON(ED) MAX MAXIMUM ..... _.... the permit. Where any discrepancies occur the requirements of the permit shall govern. ................ ........ 2. All materials and construction methods shall conform to current specifications and ADJ ADJUST MIN MINIMUM standards of VDOT unless otherwise noted. __.._.._...._.._..._._ 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other AHO AHEAD MON MONUMENT CONCRETE construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. APRX APPROXIMATE NIC NOT IN CONTRACT 5. The maximum allowable slope is 2:1 (horizontal: vertical), Where reasonably obtainable, 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 theo- County Engineer, or designee, it is deemed necessary in order to stabilize a drainage BFE BASEMENT FLOOR ELEVATION OC ON CENTER channel. 7. All traffic control signs shatl conform with the Virginia Manual for Uniform Traffic BIT BITUMINOUS OH OVERHEAD Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for BK BACK PE POLYETHYLENE the Construction Industry (29 CFR Part 1926). 10. All retaining walls are subject to separate permit approval. BM BENCHMARK PERF PERFORATED GENERAL CONSTRUCTION NOTES FOR STREETS: BS BOTTOM OF SLOPE PROP PROPOSED 1. Prior to an construction within an existing y y g public right-of-way, including connection to -- - any existing road, a permit shall be obtained from the Virginia Department of CB CATCH BASIN PRVD PROVIDED Transportation (VDOT). This plan as drawn may not accurately reflect the requirements ,f . ............... of the permit. Where any discrepancies occur the requirements of the permit sholl CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours CENTER LINE RCP REINFORCED CONCRETE PIPE in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and CL CHAIN LINK REM REMOVE standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). CMP CORRUGATED METAL PIPE REQD REQUIRED 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other CONC CONCRETE RET RETAIN construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor CY CUBIC YARDS RT RIGHT shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade sod CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and C/C CENTER TO CENTER R/W RIGHT OF WAY submitted with the test results for approval. 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 allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. DIA DIAMETER R&R REMOVE & RESET 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by VDOT. All drainage outfall easements are to be EL ELEVATION SD SIGHT DISTANCE extended to a boundary line or a natural watercourse. The contractor shall field verify the length of all storm drainage pipe. & Guardrail locations are approximate. Exact length, location and appropriate end ELEV ELEVATION SQ SQUARE treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Director of ES END SECTION STA STATION Engineering, or the Directors designee, it is deemed necessary. When guardrail is ' required, it shall be installed four (4) feet offset from the edge of pavement to the face of EW END WALL SW SIDEWALK guardrail, and roadway shoulder widths shall be increased to seven (7) feet. a. 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 to VDOT CG-9(A,B or C). EXIST EXISTING SWLL SOLID WHiTE LANE LINE 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage FDN FOUNDATION TBA TO BE ABANDONED channel when, in the opinion of VDOT, the Director of Engineering, or the Directors designee, it is deemed necessary. FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED " 12. A minimum clear zone of ten (10) feet from the edge of pavement shad be maintained on all residential subdivision streets. Additional clear zone may be required depending on GTD GRADE TO DRAIN TC TOP QF CURB the category of road design. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as 1FIRON FOUND TS TOP OF SLOPE shown on the typical pavement section detail, shall be strictly adhered to. The cross slope _._._ ._w....__...._... 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 installed by the developer prior to acceptance. Signs and their installation shall conform "Albemarle LA LANDSCAPE AREA UG UNDERGROUND --..... _._... to County Road Naming and Property Numbering Ordinance and Manual" - - - and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on the plans. The developer shall. be responsible for maintenance of the signs LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK until the roads have been accepted into the state secondary road system. The speed limits to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The LF LINEAR FEET YDS YARDS 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 for this project expire prior to signing and recordation, then approval of these plans shall UTILITY be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are ARV AIR RELEASE VALVE MH MANHOLE 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 fill transitions and grade sag points. 18. A video camera inspection is required for all storm sewers and culverts that are deemed CO CLEANOUT RIM RIM ELEVATION inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance with CTV CABLE TELEVISION SAN SANITARY OT° d _.. VD s vi eo camera inspection procedure and with a VDOT and/or County inspector present. In addition, if high-density polyethylene (HOPE) 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 meeting for installation training. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: DIP DUCTILE IRON PIPE SD STORM 1. The plan approving authority must be notified one week prior to the pre -construction ELEC ELECTRIC STIR DRAINAGE STRUCTURE conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control FM FORCE MAIN UP U11LITY POLE Regulations. 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. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at F&G FRAME AND GRATE WM WATER METER all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans GT GREASE TRAP WV WATER VALVE (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. GV GATE VALVE 6"V 6" VALVE 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 HDPE HIGH DENSITY POLYETHYLENE authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during INV INVERT land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish; and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. LEGEND PROP DESCRIPTION PROPERTY UNE ADJACENT PROPERTY LINE - - -- -- - VACATED PROPERTY LINE - EASEMENT BUILDING SETBACK - BUILD TO LINE •�•••ZONiING LINE .�. LIMllf OF DISTURBANCE FLOODPLAIN LIMiT - BZ BUFFER ZONE RMA RMA, - RESOURCE MANAGEMENT AREA RPA RPA. - RESOURCE PROTECTION AREA - - EDGE OF GRAVEL EDGE OF PAVEMENT CG -2 STANDARD 6" CURB CG -3 STANDARD 4" CURB CG -6 COMBINATION 6" CURB & GUTTER CG -7 COMIBINATiON e CURB & GUTTER FIRE' LANE STRIPING .4BE BUILDING ENTRANCE LD LOAIDING DOCK • BOLILARD DUMIPSTER PAD - SIGN E: r STEEL GUARDRAIL F1 WOOD GUARDRAIL PATH TREE LINE x- FENCE ----------- STONE WALL - - - - - - RETAINING WALL - - - - STREAM / POND j WATER COURSE - DETENTION BASIN X SILT FENCE 1W EXIST PROP DESCRIPTION x 125 TC TOP OF CURB ELEVATION x 125 BC BOTTOM OF CURB ELEVATION x 125 FL FLOW UNE ELEVATION ' x 125 EOP EDGE OF PAVEMENT ELEVATION >' x 125 SPOT ELEVATION x 125 TW TOP OF WALL ELEVATION X ..yy X 125BW BOTTOM OF WALL ELEVATION ® TEST PIT LOCATION/BORING LOCATION BENCHMARK IRON FOUND UD UNDERDRAIN DRAINAGE LINE ............... RD ROOF DRAIN SEWER LINE To TRENCH DRAIN ____....._ _,------ W WATER LINE :...._..... 4"FP FiRE PROTECTION UNE _.. 2"DW WATER SERVICE UNE G GAS UNE _......_ - OHW OVERHEAD ELECTRIC WiRE ...__ .._._. UGE UNDERGROUND ELECTRIC .......... oHT OVERHEAD TELEPHONE UNE UGT UNDERGROUND TELEPHONE UNE ---CATV CABLE N DRAIN INLET OO DRAIN MANHOLE [ PLUG OR STUB _...._.. f,•.. FLARED END SECTION HEADWALL O SEWER MANHOLE c . co ° SEWER CLEANOUT WV WATER VALVE & BOX � FIRE HYDRANT ASSEMBLY M WATER METER ® WATER WELL ;::_ ...._ ... 12 - CONTOUR y GAS VALVE -.- -- oo - INDEX CONTOUR GM o M GAS METER 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and Improvements, and damage to any public street because of slides, sinking, or . collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management 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. 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. lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual 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 through August to consist of German Millet. Straw mulch is to be applied at 80lbs/1005f. THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED Alternatives are subject to approval by the County erosion control inspector. EASEMENT. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4-6 CONSTRUCTION. inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR Tall Fescue and 0-5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPtEEiED INCLUDING inspector. UTILITY POLES. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repaired immediately. Silt traps are to be cleaned 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIREO BY ALBEMARLE COUNTY CODE. when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. 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 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 immediately. ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS, 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the 8. CONTRACTOR SHAD. COMPLY WiTH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. County erosion control inspector. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, UNLESS OTHERWISE NOTED ON PLANS INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of ( ) approval. (Water Protection Ordinance section 17-2046.) STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC, AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-2078) 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER, 10 PARKING COUNT .ELECTRIC MANHOLE CROSSWALK EM ELECTRIC METER A__N ACCIESSIBLE CURB RAMP + LIGHT POLE HANDICAP PARKING OO TELEPHONE MANHOLE VAN -ACCESSIBLE HANDICAP PARKING VAN TRANSFORMER PAD �..........; a CONiCRETE PAVEMENT i SIDEWALK C -CL) UTILITY POLE ♦ RIPRlAP GUY POLE p o NEW' ASPHALT ` MATCHLINE -�--�1 GRASS gum EC -2 BLANKET MATTING NOTES: 1. THE SiZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. EC -,3 TYPE A 2. All ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. - - EC -,3 TYPE B WETILAND 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHAD. FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WiTH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE V47H APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAIILS. THE CONTRACTOR SHALL COORDINATE U7IUTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum (FDAVID ,TH OF k moisture content. All fill material to be approved by a geotechnical engineer. A .p geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater y management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. M. ROBINSON Uc.No. 56760 /21!18IONAL A 0 0 C\1 © Q0 I-� Z 0 qb >0. ' Q� w'z CC IJ,I ci. Z > < �LLJ 00 -4:zn-cl Cr U 0) , N • � < C0 : �- LL c C1:::-. CC Ct ® LL Q. W W Lr) O F: IW � 0) s0 Lu Z 11 REVISIONS =1DATESEP SCALE AS SHOWN L Cc Q C� D CY Z 0 Z C7 0 O EL 0 > W w Cr W W Cn m _ Q E- Z tl UMBER 0124 SHEET 2 of 20 LEGEND PROP DESCRIPTION PROPERTY UNE ADJACENT PROPERTY LINE - - -- -- - VACATED PROPERTY LINE - EASEMENT BUILDING SETBACK - BUILD TO LINE •�•••ZONiING LINE .�. LIMllf OF DISTURBANCE FLOODPLAIN LIMiT - BZ BUFFER ZONE RMA RMA, - RESOURCE MANAGEMENT AREA RPA RPA. - RESOURCE PROTECTION AREA - - EDGE OF GRAVEL EDGE OF PAVEMENT CG -2 STANDARD 6" CURB CG -3 STANDARD 4" CURB CG -6 COMBINATION 6" CURB & GUTTER CG -7 COMIBINATiON e CURB & GUTTER FIRE' LANE STRIPING .4BE BUILDING ENTRANCE LD LOAIDING DOCK • BOLILARD DUMIPSTER PAD - SIGN E: r STEEL GUARDRAIL F1 WOOD GUARDRAIL PATH TREE LINE x- FENCE ----------- STONE WALL - - - - - - RETAINING WALL - - - - STREAM / POND j WATER COURSE - DETENTION BASIN X SILT FENCE 1W EXIST PROP DESCRIPTION x 125 TC TOP OF CURB ELEVATION x 125 BC BOTTOM OF CURB ELEVATION x 125 FL FLOW UNE ELEVATION ' x 125 EOP EDGE OF PAVEMENT ELEVATION >' x 125 SPOT ELEVATION x 125 TW TOP OF WALL ELEVATION X ..yy X 125BW BOTTOM OF WALL ELEVATION ® TEST PIT LOCATION/BORING LOCATION BENCHMARK IRON FOUND UD UNDERDRAIN DRAINAGE LINE ............... RD ROOF DRAIN SEWER LINE To TRENCH DRAIN ____....._ _,------ W WATER LINE :...._..... 4"FP FiRE PROTECTION UNE _.. 2"DW WATER SERVICE UNE G GAS UNE _......_ - OHW OVERHEAD ELECTRIC WiRE ...__ .._._. UGE UNDERGROUND ELECTRIC .......... oHT OVERHEAD TELEPHONE UNE UGT UNDERGROUND TELEPHONE UNE ---CATV CABLE N DRAIN INLET OO DRAIN MANHOLE [ PLUG OR STUB _...._.. f,•.. FLARED END SECTION HEADWALL O SEWER MANHOLE c . co ° SEWER CLEANOUT WV WATER VALVE & BOX � FIRE HYDRANT ASSEMBLY M WATER METER ® WATER WELL ;::_ ...._ ... 12 - CONTOUR y GAS VALVE -.- -- oo - INDEX CONTOUR GM o M GAS METER 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and Improvements, and damage to any public street because of slides, sinking, or . collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management 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. 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. lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual 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 through August to consist of German Millet. Straw mulch is to be applied at 80lbs/1005f. THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED Alternatives are subject to approval by the County erosion control inspector. EASEMENT. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4-6 CONSTRUCTION. inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR Tall Fescue and 0-5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPtEEiED INCLUDING inspector. UTILITY POLES. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repaired immediately. Silt traps are to be cleaned 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIREO BY ALBEMARLE COUNTY CODE. when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. 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 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 immediately. ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS, 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the 8. CONTRACTOR SHAD. COMPLY WiTH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. County erosion control inspector. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, UNLESS OTHERWISE NOTED ON PLANS INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of ( ) approval. (Water Protection Ordinance section 17-2046.) STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC, AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-2078) 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER, 10 PARKING COUNT .ELECTRIC MANHOLE CROSSWALK EM ELECTRIC METER A__N ACCIESSIBLE CURB RAMP + LIGHT POLE HANDICAP PARKING OO TELEPHONE MANHOLE VAN -ACCESSIBLE HANDICAP PARKING VAN TRANSFORMER PAD �..........; a CONiCRETE PAVEMENT i SIDEWALK C -CL) UTILITY POLE ♦ RIPRlAP GUY POLE p o NEW' ASPHALT ` MATCHLINE -�--�1 GRASS gum EC -2 BLANKET MATTING NOTES: 1. THE SiZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. EC -,3 TYPE A 2. All ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. - - EC -,3 TYPE B WETILAND 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHAD. FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WiTH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE V47H APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAIILS. THE CONTRACTOR SHALL COORDINATE U7IUTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum (FDAVID ,TH OF k moisture content. All fill material to be approved by a geotechnical engineer. A .p geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater y management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. M. ROBINSON Uc.No. 56760 /21!18IONAL A 0 0 C\1 © Q0 I-� Z 0 qb >0. ' Q� w'z CC IJ,I ci. Z > < �LLJ 00 -4:zn-cl Cr U 0) , N • � < C0 : �- LL c C1:::-. CC Ct ® LL Q. W W Lr) O F: IW � 0) s0 Lu Z 11 REVISIONS =1DATESEP SCALE AS SHOWN L Cc Q C� D CY Z 0 Z C7 0 O EL 0 > W w Cr W W Cn m _ Q E- Z tl UMBER 0124 SHEET 2 of 20 UD UNDERDRAIN DRAINAGE LINE ............... RD ROOF DRAIN SEWER LINE To TRENCH DRAIN ____....._ _,------ W WATER LINE :...._..... 4"FP FiRE PROTECTION UNE _.. 2"DW WATER SERVICE UNE G GAS UNE _......_ - OHW OVERHEAD ELECTRIC WiRE ...__ .._._. UGE UNDERGROUND ELECTRIC .......... oHT OVERHEAD TELEPHONE UNE UGT UNDERGROUND TELEPHONE UNE ---CATV CABLE N DRAIN INLET OO DRAIN MANHOLE [ PLUG OR STUB _...._.. f,•.. FLARED END SECTION HEADWALL O SEWER MANHOLE c . co ° SEWER CLEANOUT WV WATER VALVE & BOX � FIRE HYDRANT ASSEMBLY M WATER METER ® WATER WELL ;::_ ...._ ... 12 - CONTOUR y GAS VALVE -.- -- oo - INDEX CONTOUR GM o M GAS METER 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and Improvements, and damage to any public street because of slides, sinking, or . collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management 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. 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. lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual 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 through August to consist of German Millet. Straw mulch is to be applied at 80lbs/1005f. THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED Alternatives are subject to approval by the County erosion control inspector. EASEMENT. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4-6 CONSTRUCTION. inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR Tall Fescue and 0-5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPtEEiED INCLUDING inspector. UTILITY POLES. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repaired immediately. Silt traps are to be cleaned 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIREO BY ALBEMARLE COUNTY CODE. when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. 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 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 immediately. ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS, 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the 8. CONTRACTOR SHAD. COMPLY WiTH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. County erosion control inspector. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, UNLESS OTHERWISE NOTED ON PLANS INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of ( ) approval. (Water Protection Ordinance section 17-2046.) STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC, AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-2078) 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER, 10 PARKING COUNT .ELECTRIC MANHOLE CROSSWALK EM ELECTRIC METER A__N ACCIESSIBLE CURB RAMP + LIGHT POLE HANDICAP PARKING OO TELEPHONE MANHOLE VAN -ACCESSIBLE HANDICAP PARKING VAN TRANSFORMER PAD �..........; a CONiCRETE PAVEMENT i SIDEWALK C -CL) UTILITY POLE ♦ RIPRlAP GUY POLE p o NEW' ASPHALT ` MATCHLINE -�--�1 GRASS gum EC -2 BLANKET MATTING NOTES: 1. THE SiZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. EC -,3 TYPE A 2. All ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. - - EC -,3 TYPE B WETILAND 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHAD. FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WiTH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE V47H APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAIILS. THE CONTRACTOR SHALL COORDINATE U7IUTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum (FDAVID ,TH OF k moisture content. All fill material to be approved by a geotechnical engineer. A .p geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater y management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. M. ROBINSON Uc.No. 56760 /21!18IONAL A 0 0 C\1 © Q0 I-� Z 0 qb >0. ' Q� w'z CC IJ,I ci. Z > < �LLJ 00 -4:zn-cl Cr U 0) , N • � < C0 : �- LL c C1:::-. CC Ct ® LL Q. W W Lr) O F: IW � 0) s0 Lu Z 11 REVISIONS =1DATESEP SCALE AS SHOWN L Cc Q C� D CY Z 0 Z C7 0 O EL 0 > W w Cr W W Cn m _ Q E- Z tl UMBER 0124 SHEET 2 of 20 O SEWER MANHOLE c . co ° SEWER CLEANOUT WV WATER VALVE & BOX � FIRE HYDRANT ASSEMBLY M WATER METER ® WATER WELL ;::_ ...._ ... 12 - CONTOUR y GAS VALVE -.- -- oo - INDEX CONTOUR GM o M GAS METER 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and Improvements, and damage to any public street because of slides, sinking, or . collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management 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. 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. lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual 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 through August to consist of German Millet. Straw mulch is to be applied at 80lbs/1005f. THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED Alternatives are subject to approval by the County erosion control inspector. EASEMENT. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4-6 CONSTRUCTION. inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR Tall Fescue and 0-5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPtEEiED INCLUDING inspector. UTILITY POLES. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repaired immediately. Silt traps are to be cleaned 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIREO BY ALBEMARLE COUNTY CODE. when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. 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 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 immediately. ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS, 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the 8. CONTRACTOR SHAD. COMPLY WiTH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. County erosion control inspector. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, UNLESS OTHERWISE NOTED ON PLANS INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of ( ) approval. (Water Protection Ordinance section 17-2046.) STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC, AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-2078) 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER, 10 PARKING COUNT .ELECTRIC MANHOLE CROSSWALK EM ELECTRIC METER A__N ACCIESSIBLE CURB RAMP + LIGHT POLE HANDICAP PARKING OO TELEPHONE MANHOLE VAN -ACCESSIBLE HANDICAP PARKING VAN TRANSFORMER PAD �..........; a CONiCRETE PAVEMENT i SIDEWALK C -CL) UTILITY POLE ♦ RIPRlAP GUY POLE p o NEW' ASPHALT ` MATCHLINE -�--�1 GRASS gum EC -2 BLANKET MATTING NOTES: 1. THE SiZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. EC -,3 TYPE A 2. All ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. - - EC -,3 TYPE B WETILAND 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHAD. FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WiTH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE V47H APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAIILS. THE CONTRACTOR SHALL COORDINATE U7IUTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum (FDAVID ,TH OF k moisture content. All fill material to be approved by a geotechnical engineer. A .p geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater y management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. M. ROBINSON Uc.No. 56760 /21!18IONAL A 0 0 C\1 © Q0 I-� Z 0 qb >0. ' Q� w'z CC IJ,I ci. Z > < �LLJ 00 -4:zn-cl Cr U 0) , N • � < C0 : �- LL c C1:::-. CC Ct ® LL Q. W W Lr) O F: IW � 0) s0 Lu Z 11 REVISIONS =1DATESEP SCALE AS SHOWN L Cc Q C� D CY Z 0 Z C7 0 O EL 0 > W w Cr W W Cn m _ Q E- Z tl UMBER 0124 SHEET 2 of 20 10 PARKING COUNT .ELECTRIC MANHOLE CROSSWALK EM ELECTRIC METER A__N ACCIESSIBLE CURB RAMP + LIGHT POLE HANDICAP PARKING OO TELEPHONE MANHOLE VAN -ACCESSIBLE HANDICAP PARKING VAN TRANSFORMER PAD �..........; a CONiCRETE PAVEMENT i SIDEWALK C -CL) UTILITY POLE ♦ RIPRlAP GUY POLE p o NEW' ASPHALT ` MATCHLINE -�--�1 GRASS gum EC -2 BLANKET MATTING NOTES: 1. THE SiZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. EC -,3 TYPE A 2. All ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. - - EC -,3 TYPE B WETILAND 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHAD. FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WiTH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE V47H APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAIILS. THE CONTRACTOR SHALL COORDINATE U7IUTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum (FDAVID ,TH OF k moisture content. All fill material to be approved by a geotechnical engineer. A .p geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater y management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. M. ROBINSON Uc.No. 56760 /21!18IONAL A 0 0 C\1 © Q0 I-� Z 0 qb >0. ' Q� w'z CC IJ,I ci. Z > < �LLJ 00 -4:zn-cl Cr U 0) , N • � < C0 : �- LL c C1:::-. CC Ct ® LL Q. W W Lr) O F: IW � 0) s0 Lu Z 11 REVISIONS =1DATESEP SCALE AS SHOWN L Cc Q C� D CY Z 0 Z C7 0 O EL 0 > W w Cr W W Cn m _ Q E- Z tl UMBER 0124 SHEET 2 of 20 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHAD. FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WiTH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE V47H APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAIILS. THE CONTRACTOR SHALL COORDINATE U7IUTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum (FDAVID ,TH OF k moisture content. All fill material to be approved by a geotechnical engineer. A .p geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater y management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. M. ROBINSON Uc.No. 56760 /21!18IONAL A 0 0 C\1 © Q0 I-� Z 0 qb >0. ' Q� w'z CC IJ,I ci. Z > < �LLJ 00 -4:zn-cl Cr U 0) , N • � < C0 : �- LL c C1:::-. CC Ct ® LL Q. W W Lr) O F: IW � 0) s0 Lu Z 11 REVISIONS =1DATESEP SCALE AS SHOWN L Cc Q C� D CY Z 0 Z C7 0 O EL 0 > W w Cr W W Cn m _ Q E- Z tl UMBER 0124 SHEET 2 of 20 9 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 518.84 ChWed Square on Top of Curb at South End of Median EXIST. MANAGED SLOPES TO BE GRADED FOR NEW BUILDING PAD. / EX. STORM MH 1 TOP=507.48' EX. SAN MH 6 54" RCP INV OUT 480.08' TOP=509.48 18 PVC INV IN=491.70 18" PVC INV OUT=491.62 /Aik' Tm 46-B3 Par B COMMUNITY ASSOCIATION, INC. USE: CLUBHOUSE ZONING: R4 EX. SAN MH12 TOP=492.64' EX. STORM MH 2C TOP=497.90' 21" RCP INV IN=493.00' 21" RCP INV OUT=489.44' EXISTING 20' DRAINAGE EASEMENT DB 1548 PG 299 (PLAT) EX. STORM MH 2A TOP=492.87' 21" RCP INV IN=487.69' 21" RCP INV OUT '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 IIN=476.16' 54" RCP INV (JUT=476.10' EXISTING 50' STORM SEWER EASEMENT DB 1071 PG 495 (PLAT) DB 1071 PG 562 (PLAT) Tm 46 Par B4 -A FOREST LADES COMMUNITY ASSOCIATION r� USE: POND ZONING: R4 Ex., -!54" EW -2 t' Inv . 0ut=473.1 i ,t A?R 18" PVC INV IN=476.58' 18" PVC INV OUT=476.38' ���T,`TH op DAVID M. ROBINSON Lic. No. 56760 s _ ZONAL _ EXISTING 20' ACSA SANITARY SEWER EASEMENT DB 1071 PG 495 (PLAT) DB 1071 PG 562 (PLAT) DS 1071 PG 213 (PLAT) EXISTING PARCEL SUMMARY 46B4-7 2.76 AC. 4684-713 1.10 AC. 46134-7C * 1.74 AC. 46134-7A 0.27 AC. 5.87 AC, EX. SAN MH 1 TOP=482.35' 18" PVC INV I1\1=472.31' 18" PVC INV OUT=472.13' -i 0 40 80 120 ■■■■■ ■ ■ ■ ■ ■ SCALE: 1 ,0 F. * 0 0 N m U N a� Z 0 U V fl� �� >0 q� CCW U� J� Qy J 0Z 2 -" >< w w Uq �N •1 2 a.. CC cv , tv p�t L4 t'3 2 CO 0 Nt U cc rc CL -j I W to lqc w V) 0 U 03 cc z W 4 ISO) 0)'%t LU Z ll)0 % 0 REVISIONS DATE SEPT 21, 2013 SCALE 1"=40' w D rZ5 LL Z 0 .z V) 0 a CL 0 c� E_ W j>'w w m � Q W FILE NUMBER 13.0124 SHEET 3 of 20 4 a Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C1 43.72' 2229,54' 1-07125" 21.86' 43.72' N 10'48'02" W C2 49.70' 35.00' 81'21'49" 30.09' 45.63' N 30'2629" E C3 79.08' 497.21' 9'06'47" 39.63' 79.00' N 66'33'53" E C4 165.13' 497.21' 19'01'42" 83.33' 164.37' N 52'29'39" E NOTE: THE REVISED AREAS GIVEN FOR EACH PARCEL WON'T BE APPROVED UNTIL A SUBDIVISION APPLICATION IS SUBMITTED FOR REVIEW. 1'V161i01 Lti1mU VV1Y11Y1CCERI I I.JVU1ti11V1V� 11Yi,.. USE: SOCCER FIELD \J \ 7 ZONING: R4 IPF S P 5 / S IPF Oz ncp MAINTENANCE NOTE: THE COMMON AREA/OPEN SPACE PARCELSARE q TO BE OWNED AND MAINTAINED BY THE HOA Tm 46—B3 Par B FOR THE TOWNHOUSE PARCEL AND BY A FOREST LAKES COMMUNITY ASSOCIATION, INC. SEPARATE PRIVATE ASSOCIATION FOR THE USE: CLUBHOUSE OFFICE PARCEL. ZONING: R4 L IF Ll!cm Z cl ;s U- Z Q0 ;� 0@) fl JZ Qc�. w w t3 to r w UQ ®� KZt c\1 Q 6 c 0d) i c\1 W 0 � 1cc fl 1 0LL kW - co IK C\j U w 0 REVISIONS HATE SEPT 21, 2018 SCALE. 1"=40' w 0. z cL r Q Z) 0 0 Q C w CO ¢ z (.D C Z 4 J w E- � W a FILE NUMBER 13,0124 SHEET 4 of 20 OP=507.48' 54" RCP IN)f' IN= ` �� TH 0p AN LANDSCAPE PLLEGEND: 54" RCP,'IiVV OUT 480.08' o�� AF — AUTUMN BLAZE MAPLE DAVID M. ROBINSON V / 2 Lic. No. ` i QP �,f, 56760 g121115 QP — PIN OAK' \ 20 0 20 40 60 ,�\ A SCALE: 1as = 20' 1 rte, <� �4 CK — 'HEART THROB' KOUSA DOGWOOD '�•=� / ,- ` �;� may` / Trail i� h . y � t ��� � p" z QP Easeme b, k CJ — CRYPTOMERIA JAPONICA r ' `l `tt •�' � ' \ a d' n �y� ``,� \�, jai m ..,, •`""^ ~ �e €•'�' , : ���, ~` PO — FORTUNES OSMANTHUS Ak Z", / i� 0 IG — ILEX GLABRA 1Z,v\1 '❑ \ � � � \ i� �'- RECREATIONAL AREA 17,376 SF PROPOSED LANDSCAPE € k f EASEMENT w S...,,..,-�.11 r..•......,.. - C J �G SSS,_ 50 SF { a„ rop. Ret. Wall--,` Sax. Ht. _�,`, 308 SF C El n 7x50=350 SF0 ❑ ❑ Ex. heat 0� pumps �� Handicap �, Parking jj Signs 2,594 SF E heat umps ❑ 11 El T UP 48-84-7C 3 1, 828 Sf. d. 73 Acre Existing 1—Story Brick Medical Office Building 12,424 sf #1800 Timberwood Blvd. / ant Ca df J L � EXISTING PLANTINGS j�/�► / i� i t 4 rz sN< rr, 1�1 / af0, (O'A �O 6- C2 5 �"f•._ r.**>y Irk t r z a , , tt ` �lJ ,�� _ y / \'(y�..) '-� 11;Q EX. STORM M / TOP=497.00' ' 21" RCP INV 21" RCP INV / EX. ORM MH 2B =492.81' 2 " RCP INV IN=488.85' 21 . RCP INV OUT=488.70' iJ � � r,,'r' / � `r 3 Ld = 21,> RCP INTI IN== 48 J'9' g • .,4"3' `�i"�{.4` 2 �'' �` t � � / . \ r''� 01" i r 41� I @ (.�t t rc^.�,,, A Q � t. f1 NSURE VAI IS SOT TOP LOCAT UNDER GUARD >.� r H, r •,. � � � „rl� ��� � � � cyr ���`` � � " 5 �'' SP'�e� t� \ CJU�\gyp / / � f�°�c� J )' ;a "� 'w' �'� ��l' ` mi '3' / ^� / l- t QU .r., \ 41 10 L°bQ JA 0' Privy e �Q� 3 C� s Q OQ' S eet A �• 2 p f' Ease. \ - , �� \\ � 3a � x -~`' ., �4 � Siig 'mm's ❑ a� \ ,.� P�,,,-'' \gin• s 10'X20X1 "Thi - `_ \ �,o� r�• Conc. Pad gip. Dum er + \`� ` 1 0P d� e e� V \ cla e , ir�t 7� • g�x a �� - `''�� \ �X� edestrian e Detail P18 �' _ \ ��� d (ti ossing 7 Sile- y\ Con ect To r ; o a\ o vk 5 ne t To Exist. Curb V Exist. r /,i / �;� � ' �. 3,A`00 \\z� 1j, a r 0 inect w .� Exis urb 151 ri 50 SF New Property Line---,, 1150 SF I My O ice\ N La Ease. NC -1 5 y° �,� I / Connect To �� / �}, \ Exist. Curb'` }� z t � ' `� `Y� { � •., a ; ',' t �' V t� / � 4G,} .�f� �� � a �' . a �c3i s' � R 2r -4�, � z- _. ! 368 SF �� '% '•. y � • c3 : ,, a t ,� , �,� / \ � ,., 2r t7 � �'� �� ^� ���' � ��r�' � � / LONDON PLAN ��Q \ ` /: ; 4 Sf. TREES TO REMAIN Acces- z- l Ease , a a ,' y» —❑ , .$ g F 4 ro No�� ,i Sign (Typ•) a++ �destrian Crossing NOTE: ANY PORTION OF THE EXISTING TRAIL THAT IS Si 1 DISTURBED BY GRADING WILL BE RECONSTRUC E PROP, =4912 RCP A� ' RCP INV IN =478.06' 21" CP INV IN=485,18' 4" RCP 1NV OUT 477.70' Type I Trak e -g S Q� Q ,e�0p55\q�` Pr ria tree. U No Parking Sign (Typ') EX, STORM MH N W TCP 4.90,40' 5 ," RCP INV IN=476.1 u' 1 54ya (.,P INS' OUT =4765,10' 0 � C -4m �� <t 20 CU_ lr� 11KCc ui Z tli _ _J rc W W Lr r ®� iCj r 0) t C\1 9 0 a. 41 w uj C� mi 0) 'I' W z 0 REVISIONS DATE SEPT 21, 2018 SCALE W C LJL 0 z Q, z D w 0 U .. CaP� W m Q FILE NUMBER 15.0124 SHEET 10 of 20 FM 11) DI Z I ln.W-114 9.9 F30 03*0,11 URRE000 I Key Quantity Botanical NameT Common Name Size I Cal. Canopy Total ]7Remarks Canopy Remarks CANOPY TREES <* WITHOUT EXISTING 539' STREET TREES AF 28 freer 'Jeffer: Autumn Blaze Maple 2 1/2" 452 12,656 QP23Dalustris Pin Oak 2 1/2" 419 9,637 ORNAMENTAL TREES Osmanthus 5' 1 99 1,287 CK I mus kousa 'Heart Throb' Heart Throb' Kousa Dogwood 6-, 128 2,176 BROADLEA VED EVERGREENS (SCREENING �5- CC CL M I- 1Cj 1 65 1 Cryplomeria japonica & cys. Cr tomeria (Ben Franklin) 65'-7' 128 1,280 7 Z . .. . .. ... ....... . ... .. . ........ ..... . . ...... ... . . ..... .. .. . .. ........... ....... ... .. ... .. .. .... .. Canopy Grand Total 32,464 CJ 35 1 35 1 Cryptomria 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 MIN COMMERCIAL AREA LANDSCAPING SCHEDULE (PARCEL7A 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 OK . �I �§IM21R#JQWD171 I TREE PER 10 SPACES 74 SPACES: PROVIDED TREES REQUIRED = 7 TREES PROVIDED = 8 OK Key Quantity Botanical Name [ -1 Common Name size / Cal. Canopy Total Canopy Remarks CANOPY TREES <* WITHOUT EXISTING 539' STREET TREES AF 1 12 jAcer x freernanii'Jeffres Red' lAutumn Biaze Maple 2 1/2" 1 452 5,424 SHRUBS 17TI (j) 0 (y) FO 13 0smanthus x fortuneiFortune's Osmanthus 5' 1 99 1,287 IG 36 Ilex Glabra Vllinterberry Z0 23 828 ORNAMENTAL TREES �5- CC CL M I- CK 10 Cornus kousa 'Heart Throb' Heart Throb'Kousa Dogwood 65'-7' 128 1,280 BROADLEA VED EVERGREENS(SqqgEN�ING Z 00 rc � WW CJ 35 1 35 1 Cryptomria japonica & cvs. Cryptomeri i (Ben Franklin) 123 4,305. 00 04 Grand Total 13124 —J Cr C14 < L9 TREE CANOPY CALCULATIONS COMMERCIAL SITE AREA = 2.23 Ac 10% TREE CANOPY REQUIRED = 9,714 SF EXISTING CANOPY TO REMAIN: 7,883 SF X 1.25 = 9,854 SF PROPOSED CANOPY= 13,124 SF TOTAL TREE CANOPY = 22,978 SIP > 9,714 SF OK LANDSCAPED AREA WITHIN PAVED AREA: EXISTING AND PROPOSED PARKING AREA: 34,412 SF 5% REQUIREMENT: 1,720 SF PROVIDED: 3,096 SF > 1,720 SF OK PARKING LOT TREE REgUIREMENTS I TREE PER 10 SPACES 66 SPACES PROVIDED TREES REQUIRED = 7 TREES PROVIDED = 9 OK County alf Albemarle COuservation Mut Chec�fbi( - 179 be placed o.it tiaads,ajyv plaInIc Mand ook;pp,111-2844ft247fkwniAe:Sjp0.Mc2filaj0) ple .1, Tfie:followiaia iielins $hall be shown 60 the larit M Tw,0o be savoch M Lfinftsorrleu liag (oulside dripfinc of tmcs: to be sawd);, L6 -'at, n 4.0d: type ofproteudve fencbsg :Gra do.chv, inges requiruig tree wools of walis;, beyond the Ii ruits of cleariag, :visible to eqtnijun4ta upqrators: Q No grading shUtegin, until the [ree: warking has been inspl;00 I and approved by a CountyJ1hspmWZj Tree pr §ecvaf oat and prax t#ta -measures slailt be reyiew.(A with the contp;.P.0c owsk- 9quipmeit) perathorl an Storage: cciopmept, va to be saved. 51 'Sol] Evaslon and Stormwanir. Defenli evice i 'stash dtwhod Shull -lot advarsely aff"ea twos ,6 be saved, 6. 7LqiLc A4qWNI,: 8. .t'rtstscttre Ferret" to be retrained ivitbin.40. le;:q of a propwte. building or grading aLtivity shall lo: protected by fencing: vqlleing shall be bi.phwo inid shall be inspected I an . d I ZIIPPNYcd by 4 COUnt. hIsPMOY prior to grading Or wnlslrucdon, 91 Inv -We I Is a - 1F he , n th a ground , level must he sensed within the dripline of a tree :as bc saved; a. tree suet[ shale be provided and a cohrau-thin &sunl subin'tte fiiran roy 1, mn a 191 kre-e-Mv LI[s: � �'hcn :Ste grouasd leve; {hast lie lix�resea3 yv3tfi€a7 tFrc drib€int a tree t{s �cY saveti,.a #roc. ivail:shatit be protisied; and.a ctsristnaction:cletaii. submitted for qqroval. U, 11'Keffly!e9�hhind T�unnell 0 Men troniihing, is it qdjred within the limits, of cJaaringl it stall be done as far away from the trunk's of trees as pessibyc, Tunneling ary ft"Aahbrig Vill dPFstroy feeder roots; 12. Prow,cffvo, foneingsball he the Intitems removed darhig1he final deanup, 1,3. 1!a!aajed Teves: U Darriaged:tmc$ Aall:be u-cwtO imaacdhitiby by }trialing, icailhmiion.cr olhor mastheads recommended by a tease spe6al ist, NOTE, IT jlailfF QF1°UO1 E !tESIIONSIBTLITVTO 001NITA WITH T11F CON! ." RAC T I QR,:0N I TREE CON 11 SF I RVATION REQUIREMENT& JDATF) SET TRUNK PLUMB. SEE — PLANS FOR EXACT LAYOUT AND SPACING. TREE TIE5,5EE SPECS. 1- 1/2" 5Q, OAK5TAKff5— SET 160 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 KffQUIPEMENT5, PLANTING SOIL, AND PLANTING 501L AMENDMENTS. REMOVE BURLAP * STRING FROM TOP 1/3 Of ROOT BALL UNDISTURBED 501L LANDSCAPE PLAN LEGEND: AF - AUTUMN BLAZE MAPLE QP PIN OAK TWO TIMES BALL DIA. (MIN) 0 1 TREE PLANTING DETAIL T) I NOT TO P, MXE�,SCALE 5ff E PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT L15T OR AS SHOWN, ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. PREPARED 501L FOR SHRUBS SET SHRUB PLUMB. TOP Of ROOT5ALL SHALL NOT BE MORE THAN I" ABOVE f IN15HED GRADE ,4 <ql4 REMOVE BURLAP FROM 4j TOP 1/3 0 1 f ROOT13ALL TALL WATERING Fr BERM r FINISHED GRADE ...DIA MIN U) < 501L SURFACE > ROUGHENED Ij - A 1, r -T -T, H-- TO BIND NEW SOILIIJ,p NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT 13,FD PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. r2 - SHRUB PLANTING DETAIL �SPI I , ) NOT TO SCALE OPTION: WWF (4X4 OR 3X4) CAN BE ADDED BETWEEN P05T AND FENCE BOARDS If ANIMALS, ARE BEING CONTAINED PER OWNEK5 REQUE5T. 1. 8'O.C.; TYP. NOTE: FENCING TO BE CENTERED ON COLUMN. FENCING TO BE EITHER STAINED OR PAINTED FLAT BLACK PER LANDSCAPE ARCHITECT. 4 X G X IS P05T; I" WASH ON TOP. 5ET P05T A MIN. Of 3' IN GROUND. SECURE F05T WITH QUICK DRYING CEMENT (OR EQUAL), G" HALF -ROUND OR 4 X 4 P05T CAN BE 5U55ITUTf D FOR THE 4XG POST AT OWNERS REQUEST. PENCE COLOR: BLACK SECTION I X G X I G ROUGH SAWN TREATED FENCE BOARD; SECURE TO P05T WITH (2) Gd GALV. TW15T 5CREW5, TYP.; 7" SPACING BETWEEN RAI L5. OVERLAP JOI NTS. I X G 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. Off 3" IN GROUND. SECURE P05T WITH QUICK DRYING CEMENT (OR EQUAL) 3—BOARD WOODEN FENCE 3 �j 1 �/ NOT TO SCALE x STREET TREE NARATIVE 0 19 E 1: VD,#A 99";11 "JM11 THERE IS A COMBINED FRONTAGE OF 943' ALONG WORTH CROSSING AND TDMERWOOD BOULEVARD. THERE IS 404 IF OF EXISTING STREET ME BEING PRESERVED LEAVING 539 IF OF REMAINING FRONTAGE WITHOUT PROPER STREET TREES. 14 STREET TREES ARE PROPOSED. EXISTING STREET FRONTAGE 943' FRONTAGE CK — 'HEART THROB' KOUSA DOGWOOD WITH EXISTING 404' STREET TREES FRONTAGE <* WITHOUT EXISTING 539' STREET TREES CJ CRYPTOMERIA JAPONICA Cq 17TI (j) 0 (y) FO — FORTUNE'S OSMANTHUS LUC\1 C\1 TWO TIMES BALL DIA. (MIN) 0 1 TREE PLANTING DETAIL T) I NOT TO P, MXE�,SCALE 5ff E PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT L15T OR AS SHOWN, ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. PREPARED 501L FOR SHRUBS SET SHRUB PLUMB. TOP Of ROOT5ALL SHALL NOT BE MORE THAN I" ABOVE f IN15HED GRADE ,4 <ql4 REMOVE BURLAP FROM 4j TOP 1/3 0 1 f ROOT13ALL TALL WATERING Fr BERM r FINISHED GRADE ...DIA MIN U) < 501L SURFACE > ROUGHENED Ij - A 1, r -T -T, H-- TO BIND NEW SOILIIJ,p NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT 13,FD PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. r2 - SHRUB PLANTING DETAIL �SPI I , ) NOT TO SCALE OPTION: WWF (4X4 OR 3X4) CAN BE ADDED BETWEEN P05T AND FENCE BOARDS If ANIMALS, ARE BEING CONTAINED PER OWNEK5 REQUE5T. 1. 8'O.C.; TYP. NOTE: FENCING TO BE CENTERED ON COLUMN. FENCING TO BE EITHER STAINED OR PAINTED FLAT BLACK PER LANDSCAPE ARCHITECT. 4 X G X IS P05T; I" WASH ON TOP. 5ET P05T A MIN. Of 3' IN GROUND. SECURE F05T WITH QUICK DRYING CEMENT (OR EQUAL), G" HALF -ROUND OR 4 X 4 P05T CAN BE 5U55ITUTf D FOR THE 4XG POST AT OWNERS REQUEST. PENCE COLOR: BLACK SECTION I X G X I G ROUGH SAWN TREATED FENCE BOARD; SECURE TO P05T WITH (2) Gd GALV. TW15T 5CREW5, TYP.; 7" SPACING BETWEEN RAI L5. OVERLAP JOI NTS. I X G 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. Off 3" IN GROUND. SECURE P05T WITH QUICK DRYING CEMENT (OR EQUAL) 3—BOARD WOODEN FENCE 3 �j 1 �/ NOT TO SCALE x STREET TREE NARATIVE 0 19 E 1: VD,#A 99";11 "JM11 THERE IS A COMBINED FRONTAGE OF 943' ALONG WORTH CROSSING AND TDMERWOOD BOULEVARD. THERE IS 404 IF OF EXISTING STREET ME 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 OP 4��L`fH DAVID M. ROBINSON Uc. No. 56760 -41 V20e 1:�, `91ONAL o� 14 LARGE TREES REQUIRED :> BASED ON PLANTINGS 0 40' O.C. PER Z.O. 14 LARGE TREES PROVIDED NOTE: TOT LOT EQUIPMENT TO BE BURKE OR EQUIVALENT. CONT PRIOF r3'TOT LOT DETAILS 'N'- 0- T - TO SCALE 1 SWING I SLIDE 2 CLIMBERS I BUCKABOUT 2 BENCHES 01 <* 2 0 Cq 17TI (j) 0 (y) LUC\1 C\1 Z0 U �5- CC CL M I- 5: 0 U- Z rr. Uj Lj Z 00 rc � WW 00 04 —J Cr C14 < L9 C) rc 000 04 LU Cj) Uj < 0qo LZ rr C t rr. CL Ly 0 LL -j - -J CO W Lo 0 C14 0 Z 0 Uj CO 0) 'It W Z 0 0 % , r CIL REVISIONS DATE SEPT 21, 2018 SCALE AS SHOWN W Z) Z 0 Cc CY !I 0 (J) > UL Z 0 Z 0 ::) 0 0 W i>> W i C0 rr 11 < Z W W Z> FILE NUMBER 13.0124 SHEET 11 of 20 �01 Schedule . � -- Description -- Symbol Avg Max Min Max/Min Numb Lumens - i-- waft Symbol Label QTY Description Catalog Number Lamp er per LLF a N/A F 10.00 � ----- 3 - Lamps - Lamp -- 10.00 -io-- 134.18 - 0.00 4 35 14'DIAX 30HT POST TOP PF490 I -BOA I 3000 1 A -- -657.86 - --472.87 - 10.00 LANTERN UNIT WISPUN MEDITERRANEAN - 7 ---- A 692.26 499.81 10.00 10.00 147�09 U0 - -- 8 SEMISPECULAR REFLECTOR AND 713.38 514.74 --- . 10.00 10.00 - 132.40 0.00 - - -- 1 9 Ah A 526.39 WHITE PAINTED TOP REFL. 10.00 131.03 0.00 -- 10 A 740.69 536A0 -- 10.00 10.00 i 31.53 U.UV - - HEXAGONAL TAPERED LAN W16 A 633.79 349.54 10.00 , 10.00 - � - 12 - A - 652.75 CLEAR PLASTIC PANELS. LENS. . -�O- 0 -0 10.00 315.78 0,00 - 13 - A 669.10 - 375.36 - 10.00 10.00 - HORIZONTAL LAMP IN ROOF TOP - A 683.81 I - 10.00 1 --- 15 12 SQUARE AREA LIGHT, SR3 KVF2 250M SR3FL ONE (1) 25D WATT 1 225M 1 28a 0 411.32 %00 DISTRIBUTION, FLAT LENS. 312.83 0.00 - CLEAR BT28 PULSE - A - 733.50 - 422.76 - 10.00 10.00 B 18 MEET$ THE'NIGHTTIME ----- 748.21 START METAL HALIDE 10.00 10.00 313.85 0.00 i 9 a ---- --i6�.88 445.32 FRIENDLYCRITERIA 10.00 LAMP IN HORIZONTAL 20 A - 779.92 _ 456,11 --- 10.00 307.63 0.00 21 A POSITION 467.88 - 10.00 10.00 305.80 0.00 � . I I Statistics Description -- Symbol Avg Max Min Max/Min Avg/Min --- Property Line - i-- 0.0 fc 0.0 fe 0.0 fic - N/A N/A - Timberwood site + - 0.9 fc: --- - --�0.6 fc 0.0 fc . N/A N/A � Luminaire Locations - .---.- .. � . Locaton - � - No. Label ..".." ..... � .. .. .. ... ------. . .. X ...... � ....... I ..... .. . .... 11 .... - .... � Y ----.1-11-1.11-111 ... I-- z - .MH - Orientation Tilt 1 A 5156.50 416.44 10.00 10.00 133.94 0.00 2 A - 612.90 --- 437.55 10.00 10.00 131.86 1 0.00 - ----- 3 A 630.92 451.21 -- 10.00 10.00 134.18 - 0.00 4 - A - 646.76 - 464.86 I 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 U0 - -- 8 A 713.38 514.74 --- . 10.00 10.00 - 132.40 0.00 - - -- 1 9 A -- 728.13 526.39 -�0-30 10.00 131.03 0.00 -- 10 A 740.69 536A0 -- 10.00 10.00 i 31.53 U.UV - - ------ I I A 633.79 349.54 10.00 , 10.00 - 321.65 0.00 - 12 - A - 652.75 - 363.92 -�O- 0 -0 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 %00 10.00 - 312.83 0.00 - - 17 - A - 733.50 - 422.76 - 10.00 10.00 318.27 0.00 - 18 A ----- 748.21 433.23 10.00 10.00 313.85 0.00 i 9 A ---- --i6�.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 ------ --�24 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 1 343.95 0.00 - - 26 - A ----- -i92.37 232.15 10.00 10.00 345.96 0.00 27 A 817�22 - 239.22 10.00 10.00 341.67 0.00 28 A 831.36 24142 - 10.00 10.00 345.96 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 . 632.53 10.00 10.00 - 150.63 0.00 37 A 676.90 487.08 - 10.00 . 10.00 131.53 0.00 I 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 -�-97 .5o 200-0 200-0 - 28i.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 -- B ----- �26.00 334.49 20.00 20.00 55.84 0.00 7 B ---- 541.71 411.07 20.00 20.00 1 226.35 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 --- ---�62.23 287.54 20.00 20.00 168.98 0.00 -- - 11 ---j- B -- 18742 305.34 20.00 I 20.00 -jo--,00 145.37 0.00 B 849.16 --- 351.32 - 20.00 111.21 _ in Nk� I I ', .. . ..... 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Ill Ct Uj - I -i -i Cn � 0 Q k Z > < (n 2 -4!� rN it -. 6 10 UJ w t: . � C�3 1-14 z Q -< � 0 0 C\1 44 I . 411� Ito 0 -4 :z qq� �Z ZE (D �. �% i -b co -i cr C\l < U) .r 1 (0 () C\j I I 0 ,�t 0 �(0 , Z UJI Zt < ".., 0 Nt N 4� , Cr � ., = it 5 0 :�- oz al: 4.41 0 U- -i - Cin C4 " 19( to [-U LO ') 0 r C\1 �D .1w (O Pc - I-- 0 z 1,i� 0 r- 1� 4 U- . j U- j 115 0) - 1 "t 'It z *1*4 Ir-C') 0) ';t 9 0 LU z 0 \I- 04 0 'r % a- -11 --- - - /I REVISIONS I I I I -1 ) 11 -1� DATE SEPT 21, 2018 I- ----� 11 IN SCALE AS SHOWN �, w -11 < < . ::) z (D I= Ill, ... 14 N-0 M I I 0 U) 5; �� -<� U- � z 0 z P-4 :� 0 :) 0 C-�. IL 0 0 ��,- E - � LL1 i>> w -j ��, Q-11) �- M cr_ < �-� 1.4 (1) w 5 1 . -. � , I M w M I , � �-����)` F- , � -11 � FILE NUMBER �, 13.0124 --11 I SHEET I -, 12 of 20 1 51 5C 5C 49 49 W 46 4! 4% 46 46 112 52( 51`. 51( 50, 50( 49 ` 49( 48: 48( 47,` 47( 46, 46C 9 SANITARY SEWER PROFILE STRUCT. E—J HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' SANITARY SEWER PROFILE STRUCT. FLW C-1-5 T'0 E HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' 24 Ito, Q = 1.09 cfs M 435 0-25 4t:M 444 * 0.54 U4 0:60: 0.65 : 01.0 075 4.04 0.95: 0.95 00 145 76.10 Depth = 0.28 ft `,d(.k) � r ��2 .•rain�Rrj)9 -2 15" Drop In Grate Performance Chart 510 505 6771!161 495 490 485 480 475 470 465 460 52( 51. 51( 50` 50( 49` 49( 48` 48( 9-7 ` 47C 46, 46C 45; 45C 9 520 515 510 505 500 495 490 485 480 475 470 465 e 5C 4. 49 48 48 4i 47 1114 G'L18 W Gi SANITARY SEWER PROFILE STRUCT. A—A1 HORIZ. SCALE: 1"=30' VERT. SCALE: C=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 1 and 2 until the existing sanitary sewer main has been properly abandoned. SANITARY SEWER PROFILE STRUCT. EX1—D HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' ! ! 30 .! 90 HORIZ. SCALE: , ! 0 to 20 30 VERT.! wous 515 510 505 500 495 490 485 480 475 470 465 460 455 450 500 495 490 485 G3 101 475 470 465 460. 455 450 e7$�:yT H OP y f� a � DAVID M. ROBINSON Uc. No. Vi2�e13r� oNAL _ O n � Uj rn 7) Of � 6 Uj sC Z) CC CC 0 > o) — LL LL; z Z Q CC > sL Lu W C)01 � � �Z! < CM C)Qz W CD LZ Ir rz Ct Q LL kLU lqc CoC? L-1 in U � 0 �- Uj W L Z C REVISIONS DATE SEPT 21, 2018 SCALE AS SHOWN W Ir0 0 > LL z W z 0 n w t✓2 .], J fi llJ � m FILE NUMBER 13.0124 SHEET 14 Of 20 50t 50C 495 490 485 480 475 470 465 460 5C 4� 4� 4C 4E 4i 4i 4E 4E STORM SEWER PROFILE STRUCT, 2A-2 HORIZ. SCALE: I"=30' VERT. SCALE: 1"=10' 505 500 495 490 485 480 475 470 465 460 STORM SEWER PROFILE STRUCT. 5A-5 HORIZ. SCALE: 1"=30' VERT. SCALE: I"=10' 51 50 50, 49: 491 48' 48 ( 47 47( 46 46( 45. 9 500 495 490 485 480 475 470 465 460 5' 5( 5( 4� 4<, 4� 4� 4. 4. 4C 4E 4E STORM SEWER PROFILE STRUCT. EX7-14 HORIZ. SCALE: 1"=30' VERT. SCALE: 1 "=10' STORM SEWER PROFILE STRUCT, 1-EX4 HORIZ. SCALE: 1"=30' VERT. SCALE: V=10' 510 505 500 495 490 485 480 475 470 465 460 455 510 505 500 495 490 485 480 475 470 465 460 455 515 510 505 500 495 490 485 480 475 470 465 460 94 EX2 520 50� 515 1501 510 49 505 49C 500 48: 495 48C 490 47� 485 47( 480 46. 475 46( G 470 45� 9 465 460 455 450 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. SCALE: 1" = 10' _ _..._.�.. _. Inlet 10 __�_ ___ .___._ _�.._._.._.____.__.____-_._.__._._._ _.__ _- � __.__ _ ___ ca z_ _._._...........__.____ Flow Rate (Cis) invert On (ft) Invert Up. (ft) 20 WW Line. Size (in) 1 Vel On (ft/s) E7 1 5 EX2 Outfall 0,00 E1 0.0 6.8 .._ 2.32 fi. �, N S.. 8.07 12 10,11 .. o r.. Op p .... ._... ...... 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PVGE :...... 490 _._... .... [ EX1S1. GRADE. ........ .._..... ...._........ ........ _.... - _ -. _._.... i... STA: =t4+87:32.. _. i _.... ._.-. 4 82 60 ....... .. .,.. _..... ........ _.. ...... .. ............ .. ..... .. ..... .. ... .... .... ..... ......... ....... ...._.. ... ....... .. ....1. ..._.... ........ ... ..... _.. ._... ....... .......... .. _. ._.1.._.... ..._._.......... .......... ._........_.. .. ......_ ._........... ... .. ........ ... ....... .._......... .._............ .....,..,, ._..... ..... ......... .. .. .......... ... ...__ ._.... ....._. .... .. .. _................ ._......_.... .... -, ... ... .......... - ..5.... .. _.. ,.- - --' ._............ .-,... ......... .. ...,..,. ..... .. .._._.....-...... .... .... ... . ........ .. ............ ., 1 .. __. ......... 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SCALE: Q01 1"=10' 50t 50C 495 490 485 480 475 470 465 460 5C 4� 4� 4C 4E 4i 4i 4E 4E STORM SEWER PROFILE STRUCT, 2A-2 HORIZ. SCALE: I"=30' VERT. SCALE: 1"=10' 505 500 495 490 485 480 475 470 465 460 STORM SEWER PROFILE STRUCT. 5A-5 HORIZ. SCALE: 1"=30' VERT. SCALE: I"=10' 51 50 50, 49: 491 48' 48 ( 47 47( 46 46( 45. 9 500 495 490 485 480 475 470 465 460 5' 5( 5( 4� 4<, 4� 4� 4. 4. 4C 4E 4E STORM SEWER PROFILE STRUCT. EX7-14 HORIZ. SCALE: 1"=30' VERT. SCALE: 1 "=10' STORM SEWER PROFILE STRUCT, 1-EX4 HORIZ. SCALE: 1"=30' VERT. SCALE: V=10' 510 505 500 495 490 485 480 475 470 465 460 455 510 505 500 495 490 485 480 475 470 465 460 455 515 510 505 500 495 490 485 480 475 470 465 460 94 EX2 520 50� 515 1501 510 49 505 49C 500 48: 495 48C 490 47� 485 47( 480 46. 475 46( G 470 45� 9 465 460 455 450 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. SCALE: 1" = 10' _ _..._.�.. _. Inlet 10 __�_ ___ .___._ _�.._._.._.____.__.____-_._.__._._._ _.__ _- � __.__ _ ___ ca z_ _._._...........__.____ Flow Rate (Cis) invert On (ft) Invert Up. (ft) Line Length 00 Line Slope {°lo) Line. Size (in) Capaa Full (efs) Vel On (ft/s) Pipe Travel (min) 1 7 Outfall 0,00 0.00 0.0 6.8 coW",-- 2.32 482.07 482.66 7.314 8.07 12 10,11 8.48 0,04 2 8 1 0.16 -- - -------------- 5.0 6.6 6.19 2.34 482:90 485.48 37.563 6.87 12 9.33 7.69 0.20 3 9 .__.____ .0.34 5.0 6.3 6.30 1,95 485..58 486:69 55.880 . _ _ _ti ,_.--------- LD 5,02 4,38 0.36 4 10 8 0.38 ...X 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 Ootfall _ .._._._._ _. .._ _._.__.... -P OSED-GRA{3€ ___.__ ____._. ._._ __ 5.98 23.33 475.9 ' 476.47 56.690 1.01 _-.-_-. __._____._...._. _________._._ _ 0.13 6 _..... 5 0.05 0,00 5.0 5.1 6.65 19.73 479.71 481,91 111.150 1.98 24 34.49 5.74 0.30 7 EX4 6 035 17.79 5.0 5.0 6.70 19.50 482A1 436.00 53.730 7.24 8,_ PVC"7SaN SEGVER 65.94 8.35 0,94 3756. _ 12HDPE-@ 6 87�::v�::.� :�. w.__S TA 11+00 26 1,31 5.0 0.00 1.:31 476.61 477.671 110,46 2.88 15 11.15 0.74 Z43 9 6 Outfall 0.35 0.00 5.0 6,4 6.27 2,:81 48535 ......... .... ... ._....._______ .._....__...____._._...__._.__..... _-------- ..-___ .. _...._ ____._......_.moo 10.60 __o__-- _..._.__ o_._..__...._._...._F-.___.______....w._._._.____._____-_._ 10 6A 9 0.00 5.0 5:0 6.70 1.29 486:41 488:37 85.580 2.28 15 9.76 3.03 1437 11 11 2A 0.00 0.00 �.. 8:4 5.74 __._..-,.-._. 477.87 4713.0 o. o C'A-co CO r ..... _ _-__._-- _ _...._.______.____..___._.__-_.__. _ .cam _. _ __ .__._ _.__...__..._._ _..._._.__ Go 12 12 11 0.13 _._...... ._....._..__ 5.0 8.2 55.79 1.15* 478.20 478.50 14.770 2.03 12 5.50 1.09 0.20 13 13 I I 0.12 0.00 5.0 7.0 6.09 0,83* _..-...__.__...__..._..._.......___.___..._._ .,.- _._ .._ ._ .._. ... __-_..._.._.. __... > t- 0.80 1.17 14 14 13 OA 5 0.00 5.0 5.0 6.70 50 10+00 11+00 12+00 Line No, Inlet 10 Dn$tm Ln No Drag Area (ac) Known Q ((;fs) Inlet Time (min) TC (mire) I Sys On/hr) Flow Rate (Cis) invert On (ft) Invert Up. (ft) Line Length 00 Line Slope {°lo) Line. Size (in) Capaa Full (efs) Vel On (ft/s) Pipe Travel (min) 1 7 Outfall 0,00 0.00 0.0 6.8 6.14 2.32 482.07 482.66 7.314 8.07 12 10,11 8.48 0,04 2 8 1 0.16 0.00 5.0 6.6 6.19 2.34 482:90 485.48 37.563 6.87 12 9.33 7.69 0.20 3 9 2 .0.34 0.00 5.0 6.3 6.30 1,95 485..58 486:69 55.880 1.99 12 5,02 4,38 0.36 4 10 8 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 Ootfall 0.49 0.00 5.0 7.4 5.98 23.33 475.9 ' 476.47 56.690 1.01 24 24.63 6.21 0.13 6 3 5 0.05 0,00 5.0 5.1 6.65 19.73 479.71 481,91 111.150 1.98 24 34.49 5.74 0.30 7 EX4 6 035 17.79 5.0 5.0 6.70 19.50 482A1 436.00 53.730 7.24 24 65.94 8.35 0,94 5 2A 5 0.00 1,31 5.0 5.0 0.00 1.:31 476.61 477.671 110,46 2.88 15 11.15 0.74 Z43 9 6 Outfall 0.35 0.00 5.0 6,4 6.27 2,:81 48535 48621 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 85.580 2.28 15 9.76 3.03 1437 11 11 2A 0.00 0.00 0.0 8:4 5.74 1.34* 477.87 4713.0 21.51 1 12 2.99 1.08 0.$2 12 12 11 0.13 0.00 5.0 8.2 55.79 1.15* 478.20 478.50 14.770 2.03 12 5.50 1.09 0.20 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 OA 5 0.00 5.0 5.0 6.70 0.50* 480.78 483.00 59.120 3.76 12 7.48 0.4.9 2.03 15 5A Outfall 0,54 0.00 5.0 5.0 6.70 2.71 482.75 483.56 7.100 11,41 15 23.63 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: 1 "=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 (min) i Inlet (in/hr) Runoff Coeff (C) Incr Q Ws) Q Garry (CIS) Q Capt (afs) Q Hyp (cls) inlet Eff I°!°i Curb Lent (ft) Junst Type Gutter Slaps (ftift) Gutter Width 00 Crass SI, SW OtIft) Cross SI, Sx (ft(ft) Gutter Depth (ft) Gutter Spread M) 1 7 0,00 0.0 0.00 0.00 00 MH 2 8 0.16 5.0 6.70 0.43 0.46 0.00 0.46 0.00 100. Dp-gate Sag. 3.00 0:500 0..500 0.09 3135 3 9 0.34 5.0 6.70 0.43 0.98 0.00 0.98 0.00 100 op -Grate Sag 100 0.500 0.500 0.14 3.57 4 10 0.38 5.0 6.70 0.43 1.09 0.00 1.09 0.00 100 Dp-Grate Sag 3.00 0.500 0.500 0-15 3.62 5 2 0.49 5.0 6.70 0.85 2.79 0.52 3.31 0.00 100 8.00 Curb Sag 2.00 0.083 0.020 0.25 6.13 6 3 0.05 5.0 6.70 0.72 0.24 p.00 0.24 0.00 100 6.00 Curb 0.024 2.00 0.083 0.020 0.11 1.37 7 EX4: 0.35 5:0 6.70 0.73. 1.71 0.00 1.71 0,00 100 3.00 Curb Sag 2.00 0.083 0.020 0,23 5.36 8 2A 0.00 5,0 0.00 0,00 1.31 0.00 1.31 0,00 104 - Hdwaii 9 6 0.35 5:0 6.70 0.73 1.71 0„00 1:71 0.00 100 8:00 Curb Sag 2.00 0.083 0.020 0.16 1,93 10 6A 0.24 5.0 6.70 0,80 1,29 0.00 1.29 0.00 100 12,00 Curb 0.040 2,00 0:083 0.020 0.19 3.31 1.1 12 0.13 5.0 670 0.35 0:30 0,00 0,30 0.00 100 Dp-Crate Sag 4:00 0,600 0.500 0.07 4.26 12 13 0.1.2 5.0 6.70 0:38 0.31 .0,00 0.31 0:00 100 Op -Grate Sag 4:00 0.500 0.500 0.07 4.26 13 14 0.15 5.0 6.70 0.38 11:38, 0.00 0.38 0.00 100 Dp-Grate Sag 2.00 0.500 0.500 0.06 2.25 � 14 5A 0.54 5.0 6.70 0.75 2.71 0.00 2.19 0.52 81 8.00 Curb 0.011 2.00 0.083 0.020 0.23 7.65 I STORM INLET CALCULATIONS op o � DAVID M. ROBINSON Lic. No. 567604 S121/18 ONAL See sheet SP13 for yard drain performance chart. 04 w � L.J 0-)00 C14 <r <fl �CC cc@) Q Vi WW U q 00 � ? < LO i r� S V Ohl C) Q 0 Z r ra 4 �. p .J CA ti Iii LO 41C ca 0 C\I F-- 0 rr z 1 9 „ 0 f'q W Z CO W z % a W REVISIONS DATE SEPT 21, 2018 SCALE AS SHOWN O 0 �. cr CY 0 z Z W C. 0 W C' W 3: -jO ir W w IMCOW _2 Q C� F O E- U� FILE NUMBER 13.0124 SHEET 15 of 20 r 24' Travelway 18' Parking 5' � 2.5" M 25.OA 2.5' 5' Sidewal _ 0.5' Sidewalk 1.5" SM 9.5A 2 CG -2 - SLOPE CG_0 Y COMPACTED 6" VDOT 21A SUBGRADE 95% COMPACTED NOTES: 1. See site plan for parking and sidewalk locations. 2. Proposed section as shown is preliminary. Contractor to perform CBR tests to determine final pavement section. TYPICAL SECTION FOR LOIS LANE PARKING AREAS SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH ;I-MuxR SAS �1rR �a�t�lAL Install sidewalk as shown on plans Depth = 4" *REFER TO PLAN FOR PARKING/TRAVELWAY LOCATIONS AND DIMENSIONS r 5 5 5 4 4 4 4 UNDERDRAIN UD -1 --------- NO SCALE 510 50 50 49 49 48 48 49 50( 49` 49( 48,` 48( 47� 47( 46t 9 24' Travelway 18 Parking 2.5" IM 25.OA 2.5' 5' 0.5 3' min Sidewalk 1.5" SM 9.5A -� CG -2 2� SLOPE CG- Install sidewalk as shown on plans r. Depth = 4 r t' COMPACTED NOTES: 6" VDOT 21A SUBGRADE 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. *REFER TO PLAN FOR PARKINWAY TYPICAL SECTION FOR LOIS LANE STREET STA 12+15 TO 14+64 AREAS LOCATIONS AN DIM LOCATIONS AND DIMENSIONS SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH LOIS LANE POSTED SPEED LIMIT 15 MPH 18' Parking 24' Travelway18' Parking Sidewal 0, 5' 2.511 IM 25.OA 2,5 Sidewalk 1.5 SM 9.5A _ 2� SLOPE _ CG 6 t.b . .r'», .-s .'^;rte w "ir• 'r'!. :'�.'� < rtv.. �., ter' . i.+ , a NOTES: COMPACTED 1. See site plan for parking and sidewalk locations. 6" VDOT 21A SUBGRADE 2. Proposed section as shown is preliminary. Contractor 95% COMPACTED to perform CBR tests to determine final pavement section. *REFER TO PLAN FOR PARKINAY TYPICAL SECTION FOR LANDON LANE PARKING AREAS LOCATIONS AND LOCATIONS AND DIMENSIONS SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH 30 0 30 60 90 HORIZ. SCALE:1 _ 30 10 0 10 20 30 VERT. SCALE: 1 = 10 WATERLINE "B" PROFILE HORIZ. SCALE: I"=30' VERT. SCALE: t"=10' 0 15 0 5 0 5 0 5 I J 10 oa N _� _hXIST-_.a8 - E {CP_:STO SEWER --- ::.:::. d' W O ...... .._ ....� C:7-ii9 . _ W O ...._..... �_.o.. _.._........_-00 o`rj W Q i...._......._ C3 dl' ....... ... ..........o W o ........ _....� p Q ..., ........ � ................. ........... ................. .............._ ................................................ ..... ......_... ......_.... ..,......__....... ... ..... ................................... .......... ._............. ... .................. .. ...,............. _. _ _......... ..................... .. .........._.. ._._._..... .........,... .,.,_ .,.. ...... ...- . _.._.... _ _........ ........ ........ ..._ ..._. mh ..... --_... . ...._.___. £'XIS -T. "�RA#3£ ...... 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V✓R,.. 3.8 Mtn C wer _. _ _______ _ _ _.._. ST,� 1it72 76 _.._�_._____ -- - t _.�.,. - - ch _.. � _ .._..__..__..-__..... _ ____. .__.....__.__._.INV. =481:98 -.___. _.._._.... W - - � � Q 50 10+00 1 11+00 12+00 WATERLINE "B" PROFILE HORIZ. SCALE: I"=30' VERT. SCALE: t"=10' 0 15 0 5 0 5 0 5 I J 10 oa N _� W o C:9...N............,_._ d' W O ...... .._ ....� C:7-ii9 . CO ............. _. 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L....I...d....tw..... _C> Z Cir w.. .. . ._........... w W moi" W _......... __.... _... _.... _............. ............. .............................. cp . 00 ... ............. �.._ . ...... _. � N ti '�"�-' FILE NUMBER 13,0124 _........_,..,,. ems. ,.M __. W N ;.....__ ,_ i �•'.,.... W CO ............. e�._N W CD SHEET �.. W (!�. dv. r.> ......_ W ........_ .... N iY ,r..... w _ .... ....._ = I _._......._ _.. _. I ....................... ... ...:.......... .............. .� �..�. .....,...... - r �.� £XI T 18 PVC SAN. SEWER � � z a .- C°`3 � in W � 1 L� hL� 4�� /.7V . .... ...... .... � �........ .......�. STA: -=12+5'4:41 �... _ _...... _....... cn CN i 4 _ . ... . ...... ................._....... ...._... . ........ ..... __ . _ 9 50 10+00 iI 11+00 I 12+00 13+00 WATERLINE "A" PROFILE HORIZ, SCALE: t"=30' ® VERT. SCALE: V-10' 51C 505 50C 495 490 485 480 LOIS LANE PROFILE (PRIVATELY OWNED AND MAINTAINED) HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' LANDON LANE POSTED SPEED LIMIT 15 MPH 500 495 490 485 480 475 470 465 NO Install sidewalk shown onP Ian: Depth = 4" ��:j,,T H pp o � DAVID M. ROBINSON Lic. No. 56760 ,qI20 . ONAL _ ..........,..... _.__...... ................ _........... N _� W o C:9...N............,_._ d' W O ...... .._ ....� C:7-ii9 . CO ............. _. W O ...._..... �_.o.. _.._........_-00 o`rj W Q i...._......._ C3 dl' ....... ... ..........o W o ........ _....� p Q ..., ........ � _ ..... .... ... ........... 3 _.,.... _._._._ ,.. _ � .. �- S . . r'°'9 � .{„ sem. _. �i .H. . _. _ r,. � .� i� . _.. � >r mh ..... 20013' GROSS SF La.I L+:: " I VPi._STA 12-h24,� 293 .. ........................... LAND USE �_ t,.r_ _..�. trr ¢LIJ LEFT TURNS Q � � Q TRIPS t, 0.81:1 PEAK HOUR 20 �ADE 710 710 a TRIPS J sVPI . 630 EXISTING MEDICAL OFFICE BUILDING Et 1000' GROSS SF } ron �„ 32 0 CK ............._.._...... .........._,....... .............. ........._..... ... ...... .. ... .. -J <U) ._ ... .... ..... ................ .. ..._..., ............ ..._....... . y M t3 �< f _}�.. -_ 20134..... ' I � I _. .._.. . .... _..... _. .............. UCJ .... ...... . ....... ........................ .... ........._.. .... !-J 0) W z 0 % r -L - II liD 1 - - - £XISTINC 1S PVC DI1C I.£... R0�! V✓R,.. _RCI.. _. - t _.�.,. - - W � � Q 0 1 Z r -I E .i w 3W : . QQ w.. .. . _.__ w W moi" W �i cp . 00 ... ............. �.._ . ...... _. � N ti '�"�-' FILE NUMBER 13,0124 _........_,..,,. ems. ,.M __. W N ;.....__ ,_ i �•'.,.... W CO ............. e�._N W CD SHEET �.. W (!�. dv. r.> ......_ W ........_ .... N iY ,r..... w _ .... ....._ = I Q �)... # ....................... ... ...:.......... .............. .� �..�. .....,...... - r �.� .......... . CJ7. :........C� .................._ � a .- C°`3 � .- in W � EL._x�-....:... L� hL� 4�� /.7V . .... ...... .... � �........ .......�. ........ ..... __ iI I ,... � � > 10+00 11+00 12+00 13+00 Access Management Design Standards for Entrances and:Intersections 55 1 SOq . FULL-WIDTHTuRN: LANE AND TAKER T I� 1.' I' ,r. I R 2 I ttJ RIGHTTURNS 80 RESIDENTIAL CON DQMIN#UM/TOWNHOUSE TRIPS I 13.83 Y Q P ER REflU z GENERAL BUILDING T RIPS 4i l� WEEKDAY 4o PKv APPROACH TOTAL, uarltcLEs PER HOUR Appropriate Radius required at all Intersections and Entrances (Commercial or Private). LEGEND PNV' Weak Hour Volurtie (also Design Hourly Valurne equivalent) Adjustment for Right Turns For posted speeds at rander 45 mph, PHV right turns } 4D, andd PHV total S saa. Adjusted right turns : PHV flight Turns. - 20 If PHV is not known use formula: PHV = ADT x: K x D K = the percent of AADT occurring i he eak. our D = the percent of traffic in the peak direction of flow Note: An average of 11 % for K x D will suffice. FIGURE 3-23 GUIDELINES FOR RIGHT TU7NTREATMENT (2 -LANE HIGHWAY) ) A.� 3100 NOTE: NO RIGHT TURN LANE REQUIRED LANDON LANE PROFILE (PRIVATELY OWNED AND MAINTAINED HORIZ. SCALE: 1"=20' VERT. SCALE: 1"=110' TIMBERWOOD DRIVE TURN LANE WARRANT ANALYSIS LAND USE CODE LAND USE T X I R 2 TIME OF DAY TRIPS/DAY RIGHTTURNS 230 RESIDENTIAL CON DQMIN#UM/TOWNHOUSE TRIPS TE7WNl-#OMES 13.83 WEEKDAY 244 5 710 GENERAL BUILDING T RIPS 1000'GROSS � RC3555F 13.8{} WEEKDAY 3.46 6303 EXISTING iViE[3{CAL OFFICE BUILDING TRIPS 20013' GROSS SF 0.90 WEEKDAY 293 8 LAND USE CODE LAND USE T X R2 TIME OF DAY LEFT TURNS 230 RESIDENTIAL CON D{)MINIUM/TONHOUSE TRIPS T{JVIiNI-#tDMES 0.81:1 PEAK HOUR 20 ........... ....... ; 710 710 GE -NERAL OFFICE BUILDING TRIPS 10t3Q' GROSS SF 0.83 PEAK HOUR 19 co W� 630 EXISTING MEDICAL OFFICE BUILDING TRIPS 1000' GROSS SF PEAK Nt3IJR 32 0 CK CN 510 505 500 495 490 485 480 JI i r. 0 Zc0 u.. z Q -Z c - co W� Oto � W 0 CK CN Q -J <U) ® M t3 �< UCJ 0 � !-J 0) W z 0 % r -L REVISIONS i I DATE SEPT 21, 201$ =SHOWN W Q Z r -I W 3W : J QQ W W FILE NUMBER 13,0124 SHEET 16 of 20 Fro-, A DA -8 DA -9 0.34 Ac. 0.16 Ac. C-0.43 C_ 0.43 4(3 t DA -10 z,, 0.38 Ac. j C=O. 43 o, CO SO /0 "J" 4 e I< 94JL 95 9$.Z el It IU 0 .......... ........ . . 98 _n V -WORTH CROSSIN 0' R C 99 bj (RoUte 122, "35 fi) W by wmV 10 Thi Conc. P dI onc. Du er 01* A 9.� A c. 0. 75 PROP. TOP,,,(62.88 54" RCP" INV IN=478.06' 21* kGP INV IN=485.IEV 4"'` RCP INV OUT 477.70' EX. STORM MH 2C TOP=497.90` 21" RCP INV IN=493.00' 21" RCP INV OUT=489.4 yt EX. OR� MH 213 =492.61' RCP INV IN=488.85 21 RCP INV OUT=488.70' ��AyTH op 40, DAVID M. ROBINSON Lic. No. 56760 q121110 510NAL APPROXIMATE AREA TO EXIST 21 RCP PIPE SYSTEM = 6 ACRES C=0.55 X2 Tc= 10 min Q10= 17.85cfs 21* RCP INV IN=487.69' 21* RCP INV OUT=487.66 tree, t (99.38 DA - 06 6\ ' I �2 EX; STORM MH EXIS T,,. DI -3B 99.28 TOP 490.40' EJ El ItI 0 5 Ac. 5 RCP INV IN=476.16' heat Xi A 54 RCP INV OUT=47&10' 0.6 6 IMPS Hand \DA -6A 84 -7 min. Tc igns \0.24 Ac. A i -- 4. 3, qf s 10� .7 C=0. 80 M IQ x 9B.37 4 \DA -12 `0 9.OB 87 eO� 0. 2 9 Ac. b C-_0.35 DA -EX4A do Cal99. TMP DI - 3A I < 46 -B4 -7C 0,,65 Ac. DA 13 31,828 Sf. 9,34 0.12 Ac. I K heat 0.73 Acre C=O. 75 .p MPS I DA 14 C_ i ❑ Existing I�p \Jt=5�- i\ lWidth /Min. r% P to tree, 1 -Story Brick Medical 0.15 Ac. El Office Building Q -zi. I qCfS 12,424 sf (7=0. 38 El #i800 0 C\j Timberwood 2_ Blvd. X2 Climbers 1B CID -EX5A IS T. D. 'j, Jj WU. 25 Ac. t le-- width C=O. 76 -EX4 DA r.// -5 DA -2 Lq'c Min./ /ST. DI, -3A EXIST. 0. C 49 Ac. , 4. 5 0.0 -0.85 Prop. CG -12 and Lead Walk C-0. 73 /'7'c= -5 Min. 3B EX. DI X5 Q I 0=4. 81 Q(S WUAI 46-B4 b, 14,950 �f� z 0 �2\7 A re Lot A' S., 3 A $TO, --FF4940 PROP. OFRCE BLA BLDG W 5,4566 SFSk 82JAL IFF = 500.2D 01-38 MAXIMUM NUM (pf A =fflr$,VTCC0 1z CF� LAD 17 PV. /t-473. 7473. I f1w -W W W -W -W Exist. Pond WSE = 473.0 A uct.i. A -W NG only Ex. 8 i,x 6 TS ,ter to xist. Wate Rem K, YT QrP n T_ QCA Ln ) "I W ----0. 14 Ac. FLOW FROM EXIST 30 0 30 60 90 xist. WICIr 0.69 24 11 RCP = 10.08cfs Eaesme rT. . 5 yi,�, PER STORM CALCULATIONS SCALE I Qn' Q 10=0, 6BY GLOECKNER, SMITH, 9,' IbP COLEMAN, INC. ,051 21 0 C\I 0 0 jm 0) CN UA C\I < 5; 0 0:0 C) Q. Q Lij Icr Q 4C D - CUj UJI C:8 Z 0 04 Zt el _J ir C\1 < U,) -7(6 , C\1 C) LU � < C't') 0 4." it rr 03:U_ rc (t CL t 0 _1 I m Lo (:) 0 z 0 co 0) z 0 Uj %tl 0 REVISIONS DATE SEPT 21, 2018 SCALE 1"=30' < 0 C25 z z 0 Z) 0 0 () W W W W < E- 7) FILE NUMBER 13.0124 SHEET 17 of 20 t SANITARY SEWER SERVICE LATERAL DETAIL NOT TO SCALE _ REMAINING BACKFILL SHALL SEWER SERVICE LATERAL CONNECTION NOTES NOT CONTAIN ROCK MATERIAL 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE LARGER THAN 5" IN ANY 2. 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 - WITH PART V, SECTION G OF THESE SPECIFICATIONS. LATERAL PIPE SHALL BE AT LEAST 0.2 HIGHER THAN THE EMBEDMENT 8"MIN (6" LIFTS) THOROUGHLY COMPACTED TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED - BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING TYPE TYPE TO THE MANHOLE. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP BEDDING 6" max 4" min DRAINAGE LAYER, THE BOTTOM OF THE CURB 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE 4. FOUNDATION (SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTiTE", VARIES REQUIRED WHEN SOIL Im 0�i CONDITIONS ARE UNSTABLE OR AN APPROVED EQUAL. 9Mwq&1%w4ft(ALL SET DOGHOUSE BASE PIPE) EXISTING SANITARY AND DESIGN SPEED AS SHOWN IN APPENDIX A CBOTHRAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM SIDES OF E COVER ON CONCRETE BLOCKSSEWER 6. PIPE 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" ARE INCLINED IN PAYMENT FOR CURB / CURB AND GUTTER, fa +; 7. FOOT) 1 PARALLEL DOGHOUSE OPENING SHALL i MIN. 12" CLEARANCE PER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY BE PREFORMED BY BETWEEN EXISTING PIPE CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED, OR NONEXISTENT. THEY MUST 13E LOCATED WITHIN PEDESTRIAN CR6SSWALKS 4 Q MANUFACTURER OR AND STONE BEDDING 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM MIN 2' BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ROUTES CONTINUOUS SAW CUT TO FIT PIPE ,,, DIAMETER OF 4". 12L MAX OUTSIDE DIAMATER )K -- p st AND USED BY PEDESTRIANS. SUBBASE COURSES PROVIDED A PLUS 6". RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER12" CONNECTION OF THE CURB OPENING IS f THICK OF 3 FEET. AT *>K , SAME AS TOP OF CURB 9. TYPi� CONCRETE SIDE ALK IS 4" ��iEI�CtK. WHE THE ENTRANCE RADII CANNOTACC HEAVY TRUCK TTO ECG'R3, No. 68 STO\EBEDDING IFiCATION RAFOPiG, REF£RTE ST ARD LOUT ERCIAL�£N RArWCE (HEAVY PARALLEL Si PERPENDICULAR 8"x8"x16" AND 4"x8"x16" TRUCK TRAFFIC) FOR CONCRETE DEPTH. GUTTER 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, SOLID CONCRETE BLOCKS REV. 910& SALT VA20iNtA DEPARTMENT OF TRANSPORTATION CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE TREATED C -C O O 2x 4 • 0 0 0 0 0 0 0 0 0 0 0 0 0 CIT FINISHED GROUND MARKER 4 0 0 0 0 0 0 0 0 0 00 0 0 0 0„ UlM FILL DOGHOUSE OPENING 0 0 z . MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE to 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 5 OP DIAMETE, BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE VARIABLE ON FIGURE S -1-A -�-�-�-����� AY� OR NON -SHRINKING GROUT TRUNCATED DOME LIMITSIN DETAIL ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH DETAIL SHEET 1 OF 4 DATE 1'-0" BEYOND BASE WARNING SURFACE NEOPRENE GASKET MATERIAL EV. 7/05 GENERAL R77- NOTES 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION OF STRUCTURE ALE BEFORE FILLING THE OPENING EASHOWN - NEOPRENE SECURED BY 2 NONSTRAPS, I.I..I 1 PLUG END OF EACHOSIVE SIDE OF OPENINGON MAIN LINE SERVICE LATERAL z SECTION 12" MW. CAST -IN PLACE 4O 3,000 PSI CONCRETE BASE LL FOUNDATION SECTION VIEW t SANITARY SEWER SERVICE LATERAL DETAIL NOT TO SCALE NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE 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 I• East Jordan Iron Works 00104316 0 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT m) LETTERS ED FLUSH) I CLOSED :K H OLES 1 1/2" (2) CORED PICKBARS im) DIA BOSS 27 1/2" DIA 1 1/2" [699mm] [38mm] 26 1/4" DIA 7 �- [667mm] [178mm] 1 1/2" 26" DIA [660mm [38mm] 1/4" (6mm3 1/8" 24" DIA NEOPRENE GASKET [7 [606mm] ) DIA 9mm] 28 7/16" DIA I 5/8" [^ [722mm] ^`1 [16mm] 23" DIA [ 584mm ] 36" DIA 25" DIA [914mm [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION MANHOLE FRAME AND COWER DETAIL NOT TO SCALE _ REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY 2. DIMENSION 24"M I WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE - 12"" MIN INTIAL BACKFILL* EMBEDMENT 8"MIN (6" LIFTS) THOROUGHLY COMPACTED SPRING LINE OF PIPE - BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING TYPE TYPE N0. 68 STONE SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP BEDDING 6" max 4" min DRAINAGE LAYER, THE BOTTOM OF THE CURB FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, 4. FOUNDATION (SHALL BE VARIES REQUIRED WHEN SOIL Im 0�i CONDITIONS ARE UNSTABLE PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 9Mwq&1%w4ft(ALL 5, PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE 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 I• East Jordan Iron Works 00104316 0 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT m) LETTERS ED FLUSH) I CLOSED :K H OLES 1 1/2" (2) CORED PICKBARS im) DIA BOSS 27 1/2" DIA 1 1/2" [699mm] [38mm] 26 1/4" DIA 7 �- [667mm] [178mm] 1 1/2" 26" DIA [660mm [38mm] 1/4" (6mm3 1/8" 24" DIA NEOPRENE GASKET [7 [606mm] ) DIA 9mm] 28 7/16" DIA I 5/8" [^ [722mm] ^`1 [16mm] 23" DIA [ 584mm ] 36" DIA 25" DIA [914mm [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION MANHOLE FRAME AND COWER DETAIL NOT TO SCALE 91 CG-� � 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 12'-0" MIN. ANTIQUE S.B. FLASHED EYE HOLES FOR PAD LOCKS \t.-l.(F -B E \LT ,NF TIVE EERiAE t SCH. 40 GALV. 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. POURED CONCRETE FOOTING @ POSTS LOCKING PIN RETAINER SEE STRUCT. DWGS NOTES: FOR FOOTING INFO 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' ERICA DIJMPSTER ENCLOSURE NOT TO SCALE FRAME & COVER. (SEE FIG. S-1-D,E) SLOPED AREA -*" STREET SURFACE OR NON -PAVED AREA � 1'-0" MAX 2'-0' t "WEDG-LOK" TYPE GG -1z GENERAL. NOTES; L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE GLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) 12' WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE - 12"" MIN RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN 4 16" MAX TRAVEL, OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE ° - WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE TYPE 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PER PERPENDICULAR DRAINAGE LAYER, THE BOTTOM OF THE CURB FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO VARIES THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF Im 0�i ° PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MIN 5, REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG v9iffmal A MAX AND DESIGN SPEED AS SHOWN IN APPENDIX A CBOTHRAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM SIDES OF E COVER � ~�^ 7vMTvzDrM 6. CURB / CURB AHD GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLINED IN PAYMENT FOR CURB / CURB AND GUTTER, PE 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL a BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER n A w 1e-1„ ' Y . p , p , Y , a e A , 4 • %i A ` - . V .� AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 7t" CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED, OR NONEXISTENT. THEY MUST 13E LOCATED WITHIN PEDESTRIAN CR6SSWALKS 4 Q (� AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT a a a p O , p • . a BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ROUTES CONTINUOUS 12:1 ,,, ETC. ACCESSIBLE PROVIDE A UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12L MAX ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED )K -- p st AND USED BY PEDESTRIANS. SUBBASE COURSES PROVIDED A 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 2 MIN AT )K , 2" HIGHER THAN CONNECTION OF THE CURB OPENING IS EDGE OF PAVEMENT PERPENDICULAR TO THECURB. AT *>K , SAME AS TOP OF CURB 9. TYPi� CONCRETE SIDE ALK IS 4" ��iEI�CtK. WHE THE ENTRANCE RADII CANNOTACC HEAVY TRUCK TTO ECG'R3, +ARE G IFiCATION RAFOPiG, REF£RTE ST ARD LOUT ERCIAL�£N RArWCE (HEAVY PARALLEL Si PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. GUTTER 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, REV. 910& THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH VA20iNtA DEPARTMENT OF TRANSPORTATION 1.6" - 2.4" TRUNCATED DOME 201.43 C -C O O O O 0 00 0 0 00 00 • 0 0 0 0 0 0 0 0 0 0 0 0 0 CIT L1! 4 0 0 0 0 0 0 0 0 0 00 0 0 0 0„ UlM 0 0'0 0 0 0 0 00 0000000tq o 0 0 z . 0.2„ 50/ - 65/ OF BASE DIAMETER to 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 5 OP DIAMETE, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VARIABLE BASE DIAMETER- -�-�-�-����� AY� TRUNCATED DOME LIMITSIN DETAIL DETECTABLE WARNING DETAIL SHEET 1 OF 4 DATE CG -12 DETECTABLE WARNING SURFACE 0a EV. 7/05 GENERAL R77- NOTES 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 91 CG-� � 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 12'-0" MIN. ANTIQUE S.B. FLASHED EYE HOLES FOR PAD LOCKS \t.-l.(F -B E \LT ,NF TIVE EERiAE t SCH. 40 GALV. 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. POURED CONCRETE FOOTING @ POSTS LOCKING PIN RETAINER SEE STRUCT. DWGS NOTES: FOR FOOTING INFO 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' ERICA DIJMPSTER ENCLOSURE NOT TO SCALE FRAME & COVER. (SEE FIG. S-1-D,E) SLOPED AREA -*" STREET SURFACE OR NON -PAVED AREA � 1'-0" MAX 2'-0' t "WEDG-LOK" TYPE NOTES*, RUBBER COATED STEEL STEPS OR APPROVED L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3'-0" MIN EQUAL CAST IN PLACE 4000 PSI IF PRECAST. PRECAST REINFORCED 12' CONCRETE SECTIONS - 12"" MIN "0" RING SEALS 4 16" MAX MINIMUM ELEVATION ° - DIFFERENCE ACROSS M. H. 5" C 4'-0" 5 FROM INLET TO OUTLET DRAINAGE LAYER, THE BOTTOM OF THE CURB SHALL BE 0.20 FEET. AND GUTTER?*BE CONSTRUCTED PARALLEL T THE SLOSUBBASE COURSES VARIES DEPTH OF FLOWCONCRETE FI L TS Im 0�i ° CHANNEL TO BE I CG -6 IS BASED ON ROADWAY CLASSIFICATION 3/4 DIAMETER OF FLEXIBLE CONNECTION CONTRIBUTING =� - WITH STAINLESS STEEL 4 E SEWER. d � BAND A FILLETED INVERT FOR A SMOOTH d.. . & 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL 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. GG.2 TI.1S IT:EM.1 t...,. P('"A3T 'OR CAST M aLaCE, 2- C!)'dC :TE 1'0 9F i - - l STREET SHALL NOT BE CONSTRUCTED BEYOND THE n/w LINE i � APPROACH(RADIUS no BE AS AS MAINLINE 6) (RADIUS TO BE AS S OWN k PL $RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER - SIDEWALK (SEE NOTE 2) OPTIONAL GENERAL NOTES x WHEN CG -11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITHAASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAI_, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFICt THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN HE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". . WeIN�yCOMMERCIAL ENTRANCE CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION \ - A � CLASS A3 ��� EaoEr/ FOR x^rL^wmE rvxrv*Eo a THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES I'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE I'D'. DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD a WHEN USED IN CONJUNCTION WITH STANDARD CG -3 3% MEDIUM 500-1500 VPD -.53% OR CG -7, THE CURB FACE ON THIS STANDARD IS TO EXPANSto NJ EXPANSION BE ADJUSTED TO MATCH THE MOUNTABLE CURB JOINT 11 1 JOINT CONFIGURATION. 4. RAMP DESIGN TO BE MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. USED WITH THIS STANDARD. '' 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A METER BOX (SEE FIG. W-7) PLAN VIEW �x�wm��xmn�m�����nm� ENTRANCE NOTES NO, 57 STONE MAINLINE ROADWAY SLOPE a PLANS ARE TO INDICATE WHEN CONSTRUCTION OF xruOW CURVE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 2" PIPE SLOPED 10, PARABOLIC THE ENTRANCE. EDGE OF SHOULDER OR FLOW LINE !!�J� SMOPMEAX&HNNIGE - - - D - z MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE GRADE ALLOWS - - D R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION 2" GALV. OR BRASS — — — — REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE MAINLINE ROADWAY7_ OMITTED IN THE ENTRANCE.) 8X MAX D SLOPE 6HANG uvu 8. RADIAL CURB OR COMBINATION CURR AND GUTTER | | /7-\/[}[� \ / // ._ D . WeIN�yCOMMERCIAL ENTRANCE CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION \ - A � CLASS A3 ��� EaoEr/ FOR x^rL^wmE rvxrv*Eo a THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES I'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE I'D'. DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD OX 3% MEDIUM 500-1500 VPD -.53% 6 X PVC SLEEVE , APPLICABLE TO STREET CONINECTIONS SECTION C -C REFERENCE METHOD OF TREATMENT— CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCI& ENTRMCES REV 8/07 VIRGINIA DEPARTMENT OF TRANSPORTATION f203.ofl4 CG-lt ENTRANCE DETAIL NOT TO SCALE KENNEDY GUARDIAN (K -81A) MUELLER CENTURION (4-423) /� OR APPROVED EQUAL Z��� 6' MIN 7 CU. FT #68 STONEl NOTE HYDRANT MUST BE EQUIPPED WITH CHARLOTTES V|LLE THREADS WHICH 13 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES ' 8^ X 6^ TE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE 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 O . 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE WAN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT 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 AOSEMBLY DETAIL NOT TO SCALE °°,""�w "n x a/° MALE PIPE :ou,umo �PPROVED EQUAL COVER UFT NOTCH WATER CAST IRON UD ' //& PIPE SLOT BROOKS //' � ' - _ / /2 PLACES) - - ` ' 2200 SERIES '` V' / � / � _ 1 �� [-T[�[} �� \ �� \ / c� �- | w|�- |�_|\.�/ NOTES: /1 \ UNPAVED AREAS (PREFERRED U}CAT�(}N): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. /2\ PAVED AREAS /ALTERNATE U]CAT|ON\: CAST IRON B|NGHAk4 and TAYLOR No. 5015-B OR APPROVED EQUAL. USE 5^ OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24^. /3\ FOR TOUCH READ METERS A 1-3/4" D|AMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOX - NOT TO SCALE mc]x SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY VPLUGRESIDENTIAL SERVICES OR DUAL RESIDENTIAL PLACE 5' GALVANIZED WITNESS " POST WITH \ ^ AND IRRIGATION SERVICES. CAPPED ENDS PAINTED BLUE IN REMOTE AREAS j -AS DIRECTED. MARKER LOCATION MAY BE SUBJECT �TO HIGHWAY DEPARTMENT APPROVAL. /Vl | ._J1' V `--~-� NO SWEATED FITTINGS FOR ALL BENDS FOR TEE OR WYE FITTINGS -- DUAL SERVICE NOW WIDEN TRENCH TO ACCOMMODATE COUPLING ANCHOR IF OR APPROVED EQUAL | REQUIRED. SOFT COPPER BINGHAM & TAYLOR FIG, NO, 4905 BEDDING AS / M L J (SCREW TYPE) OR APPROVED EQUAL REQUIRED +vx USE uw o�coco wo�� FAMILY-~ RESIDENTIAL SERVwms�c xm IRRIGATION METER IS NOT pnmxocn. ~� PLUG � 45^— SINGLE SERVICE. ^ - -�---MIN MIIN wmz. 1) SADDLES SHALL BE USED ON pvo p/pc, . . . . cAnr mow uo SECTION 1 -1 SECTION 2-2 FINISHED GRADE BROOKS 2200 SERIES BOX WITH PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, v+ uuvu COUPLING EQUAL MUELLER NO. H-15069 (1") LOCKWING IN UNPAVED AREAS L (INLET NO. L02-77 (2") 0 U T L \E&T)) 1:0 90 2.50 250 3.01 0.24 OR APPROVED COPPERSETTER ' zn METER2.00 2.25 2.50 0.15 OR APPROVED EQUAL 90 3.66 3,16 3.21 0.48\` 45* 14 \ BRICK AS �-NECESSARY - `--coxpo*ATIow . 1 //z^. 2") `-^ MUELLER NO. B-25000 2500 P.S.I. 90 4.83 3.83 3.42 0.83pneo wo em Appxovso EQUALFB- ' on CONCRETE 2'x 2` BEARING AREA. THRUST BLOCK 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES D|RECT|ON, CHANCES S|ZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. J. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. TYPICAL 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE 8c SIZE OF ALL THRUST BLOCKS. NOT TO SCALE CONCRETE THRUK.T BLOCK DETAIL NOT TO SCALE NOTE : IN REMOTE AREA5, VALVE BOXES SHALL EXTEND 5|X /0\ INCHES ABOVE GRADE. -TYPICAL GATE VALVENOT TO SCALE ' �.�� . A^.M �/�c oHAmUr VALVE THE � WATER MAIN M.J. PLUG ,," V/ -NL -VL - TO TEE (COAT RODS WITH BITUMINOUS PAINT) /lK]__[|K][� ��/v u/v�- /'F\/[]�� "��'` (TYPE / ' �_ �/ / ' OP DAVID M. ROBINSON 56760 ,,41205 [�[)F\D FOUNDATION k��T��7|�| ��l/`KY �[lUN��T|[\N k��T��|�| | `'_`'`' . `'`'.``''`./`,." ."..u`..._ ..`'`,... FOUNDATION .,"`'`-'`"`'- | INITIAL BACKFILL * 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 #6O STONE. FOUNDATION IN POOR SU|| UNDER -CUT ml INITIAL BACKFILL RANULAR RLL AS APPROVED BY AC3Aam ZT STABLE SOIL OR R00O3 NOTE � ' 1.@{} ROCKS SH/\U_ BE ALLOWED WITHIN 24" OF THE WATER LINES, 2.N[} ROCKS 'LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. j.iHE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4.N(} ORGANIC OR FF/(}7E@ MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE U[lG OUT IN ALL CASES. T\(CPILE 119'LN Y±lIIPIPE INSTALLATION BEDDING NOT TO SCALE THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE , or 0 BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUSTBLOCK METER BOX (SEE FIG. W-7) VALVE BOX NO, 57 STONE M.J. FITTING rr 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES RIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG ���Fl�N� �/�nu uvu /7-\/[}[� \ / // ._ "�r` / TYPICAL TIOW-OFF ASSEMBLY NOT TO SCALE | OP DAVID M. ROBINSON 56760 ,,41205 [�[)F\D FOUNDATION k��T��7|�| ��l/`KY �[lUN��T|[\N k��T��|�| | `'_`'`' . `'`'.``''`./`,." ."..u`..._ ..`'`,... FOUNDATION .,"`'`-'`"`'- | INITIAL BACKFILL * 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 #6O STONE. FOUNDATION IN POOR SU|| UNDER -CUT ml INITIAL BACKFILL RANULAR RLL AS APPROVED BY AC3Aam ZT STABLE SOIL OR R00O3 NOTE � ' 1.@{} ROCKS SH/\U_ BE ALLOWED WITHIN 24" OF THE WATER LINES, 2.N[} ROCKS 'LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. j.iHE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4.N(} ORGANIC OR FF/(}7E@ MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE U[lG OUT IN ALL CASES. T\(CPILE 119'LN Y±lIIPIPE INSTALLATION BEDDING NOT TO SCALE rr CC 00) Lu CO 0 jr 0 LL CO c0\1 LJ 20) co CL REVISIONS DATE SEPT 21, 2018 SCALE AS SHOWN Lu ILL III - FILE NUMBER 13,0124 SHEET 19 of 20 E ��A�Tx of t"7'% C.) DAVID M. ROBINSON Lic. No. 0 V 56760 211le `S'SIONAL Access Management Design Standards for Entrances and Intersections 55 PHV APPROACH TOTAL, VEHICLES PER HOUP Appro.priate Radius required at all Intersections and tntranC,0s (Covnni6fdal Of Private). 6EGEN PHV - Peak Hour Volume {also Design HoudyVbiurne equivaterii) AdWi1M"i&2Wb1x#M Fizz posted speeds at or Under 46 mpli, PHV fig ht tiaras 40, and Pt total < 300, Adjusted right turns = PHV Right turns - 20 if P�iV is not known use formula: PI -1V- ADT x,K x D K = the percent of AADT occurring In the peak four 0 = the pement of traffic. In the peak direction of flow kotw An aywageof 11 %for K x 0 will sulftel FIGURE 3-23 GUIDELINE$ FOR RIGHT TURN TREATMENT (2 -LANE H10HWAY) AADTt 31,00 PlAv - 11DO. it w-2 Lk°, .. AS€4!IT CabY or cxzt PAVE1'ZN-1 N COAT NC ttiCpUcpfJ MAW !SQ,Mf iA0S KOMUD 9PRAV LAYERS ----------- COMPAtTu WNSTRUCTION JOINT DETAIL �I vmwq mp4kT x uNiAm �. wvAiF� i� S!Wy fi� AWT liq, NL :t, TWX41"$ IF IA�T ��A,-FAS 'a ATFR X$ kww.l) W�' cta 4.V� �E NOTES: 1, AAWT PAAWN1, NJWW�W HAve. A viwgvz-v WRREN- Aw i�E 'v�'qzvz.A �f T�� e�J�Mm. AWWW IMIIN��t ��;'Ai �SiMUMX �K. C'�TFRI- or 1�'* 0 �RAV�',. �.'N�XG TIPF C, �It�OE v MAI. W'-PH V ki AF"!k:F wvg� va.A'iF.jo mxmi 4 xu�r' 4M15rWq FA'XV414# �TO K m x'iew m AcciFt�"T'�f. 4� FP4,VfNT 11AWqlcS ANJ "WA .N nMJN PEvmRz'v aiii C1 TO f'k 7FNAJ- TrA.WIF�SE Ft%'4Et47 r&IN S�?&L UWW4 T9 TE REWTIORENTS D; SECTAN 31595(6 OF MEK' HAT ALL �0,47$ AY a�'Uo, ��T�OITS 'c-, WWI 'N$ K mww� & W F,)w fwa" x Nxomw-e wr"t TK RF.QWRF "5 0, nzi�TPN 5'16A17(0 OF IKE ROAD�m BROM 11.XW ASPHALT PAVEMENT WIDENING WVOC�N *An FOR WIDENING SUBJECT TO TRAFFIC -Ial =—;: ! MOM. WASTUENT'& UNMORTATM W4-2 Lane Ends, (symbal� Sign image ftmttw Manuel of Paffic This slgn image copyright Rikhatd C, Mocur. All righO reserved. NOTE: NO RIGHT TURN LANE REQUIRED WP -2 AREA M in 0 9 a N 0 0 0 in 0 *0 Cq U) 00 0) M Cq 04 Z <Z) zo (5 @) Li > 0 Q it LU Z 6 6 Q. Wcc -5 -K 0 0CSJ �J 'K ;jt z -j C\1 QLf) (6 C) C" i C� cr, 0 I,. rr Q cc cc 4. Uj 0 LL —1 —Wj Ln C\1 C:) z r�' 01-- 2 Z CO 0) .t W Zz 0 % CL REVISIONS DATE SEPT 21, 2018 SCALE ill = 20' W < Z) Z5 CYcc 0 (J) > Z Q Z —1 E- 0 0 co 0 0 F4 W F— rr rr < :ZD W 2 W E— E, FILE NUMBER 13.0124 SHEET 20 of 20