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HomeMy WebLinkAboutSE202300032 Staff Report 2023-11-01�qoF ALe 401 McIntire Road, North Wing ,. Charlottesville, VA 22902-4579 County Of Albemarle Telephone: 434-296-5832 m COMMUNITY DEVELOPMENT DEPARTMENT WWW.ALBEMARLE.ORG ��acmn� To: Albemarle County Board of Supervisors From: Syd Shoat, Senior Planner I Date: November 1, 2023 Re: SE202300032 Sentara Martha Jefferson Hospital Early Learning Center Parcel I Ds: 07800-00-00-03110 Magisterial District: Scottsville School Districts: Stone Robinson E.S., Burley M.S., and Monticello H.S. Zoning: Planned Development Mixed Commercial Summary of Request for Special Exception: The applicant requests a special exception to waive the maximum front setback required by County Code §18-4.20 as it applies to Parcel ID 07800-00-00-03110. This parcel is zoned Planned Development Mixed Commercial (PDMC). Because the application plan does not specify setback requirements, the setbacks for commercial districts found in County Code §18-4.20 apply. Under Albemarle County Code § 18-4.20, both a minimum front setback of 10 feet and a maximum front setback of 30 feet are required from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way. The proposed special exception would waive the maximum front setback requirement of 30 feet to allow the proposed building to be set back between 90-120 feet from the right-of-way of Martha Jefferson Drive. Application materials are provided in Attachment A and detailed staff analysis is provided in Attachment B. Staff Recommendation: Staff recommends that the Board adopt the attached Resolution (Attachment C) to approve a special exception to waive the 30-foot maximum front setback requirement for the subject parcel. Attachments: A. Application Materials (Special Exception Request) B. Staff Analysis C. Resolution Application for a Special Exception Narrative Sentara Martha Jefferson Hospital — Early Learning Center The applicant requests a waiver to the maximum building setback requirements of Section 4.20 of Chapter 18 of the County's Code. Section 4.20 indicates the maximum building setback in a commercial district is 30 feet from the right-of-way. The applicant request no maximum setback be applied to this project. The proposed building is proposed to be setback between 90'-120' from the right-of-way. This setback is more in line with other buildings within the Peter Jefferson Place development. In addition, a use such as a daycare requires adequate separation between vehicles and play areas for the children. Allowing the parking on the right-of-way side of the building, and thus increasing the buildings setback, allows for the playground to be on the opposite side of the building safely sheltered from the parking lot and roadway. SENTARA MARTHA JEFFERSON HOSPITAL EARLY LEARNING CENTER SITE DATA: MAJOR SITE PLAN AMENDMENT TAX MAP PARCEL AND OWNER INFO: LIMITS OF DISTURBANCE: PROPERTY AREA AREA: EXISTING ZONING: OVERLAY DISTRICT: MAGISTERIAL DISTRICT: CURRENT USE: PROPOSED USE: PARCEL 07800-00-00-03110 MARTHA JEFFERSON HOSPITAL 595 MARTHA JEFFERSON DR CHARLOTTESVILLE, VA 22911 1.95 ACRES 13.39 AC PD-MC PLANNED DEVELOPMENT MIXED COMMERCIAL RELATED TO ZMA-2001-00015 ENTRANCE CORRIDOR SCOTTSV I LLE MEDICAL OFFICE MEDICAL OFFICE AND DAYCARE MAXIMUM BUILDING HEIGHT: 20 FT PROPOSED BUILDING HEIGHTS: 20 FT PROPOSED IMPERVIOUS AREA: 1.26 AC (USED FOR SWM QUALITY CALCULATIONS) SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: SURVEY CONDUCTED: DATUM: REQUIRED BUILDING SETBACKS: WETLAND IMPACTS: UTILITIES: WATERSHED: FLOODPLAIN: JOSEPH C. MEDLEY TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA. 24401 MAY 9-11, 2023 HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 FRONT: MIN:10'; MAX:30' SIDE/REAR: MIN: BUILDING CODE; MAX: NONE NOIMPACT ACSA FOR WATER & SEWER UPPER RIVANNA RIVER ZONE X AS PER MAP 51003CO289D DATED 2/4/2005. PARKING CALCULATIONS: SPACES REQUIRED: DAYCARE: 120 CHILDREN = 12 SPACES 35 EMPLOYEES = 35 SPACES EXISTING MEDICAL OFFICE: 73,390 NET SF = 367 SPACES TOTAL REQUIRED = 414 SPACES PARKING PROVIDED: EXISTING SPACES = 432 SPACES SPACES REMOVED = 17 SPACES NEW SPACES = 17 SPACES (INCLUDED 2 ADA SPACES) TOTAL PROVIDED = 432 SPACES ADJACENT PARCELS COUNTY OF ALBEMARLE, VA 07800-00-00-020M4 (500 MARTHA JEFFERSON DR) - PD-MC (HOSPITAL) 07800-00-00-02006 (NO ADDRESS) - PD-MC (NO LAND USE ASSIGNED) 07800-00-00-03100 (NO ADDRESS) - PD-MC (OFFICE) SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 0 0 w m 0 0 APPROVAL DATE TO MARTHA JEFFERSON HEALTH SERVICES OUTPATIENT CARE CENTER (OCC) ALBEMARLE COUNRY, VIRGINIA Rivanna River r S rprviPw metery !n Mills 9/15/2023 a ntoQs Spa Ma q laffe :: Hos ks?icroit 2OJECT SITE VICINITY MAP SCALE 1"=1000' Glenorchy OWNER: MARTHA JEFFERSON HOSPITAL 595 MARTHA JEFFERSON DR CHARLOTTESVILLE VA 22911 CONTACT: MICHAEL SPATZ TELEPHONE: (434) 654-7038 EMAIL: MRSPATZ@SENTARA.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CAMPBELL BOLTON, P.E. TELEPHONE: 434-327-1698 EMAIL: CAMPBELL.BOLTON@TIMMONS.COM MAP SOURCE: GOOGLE MAP Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C0.1 GENERAL NOTES C0.2 SITE DETAILS C0.3 UTILITY DETAILS C0.4 UTILITY DETAILS C1.0 TOPOGRAPHIC SURVEY C1.1 AMENDMENT MAP C2.0 DEMOLITION PLAN C4.0 LAYOUT PLAN C4.1 UTILITY PLAN C5.0 GRADING AND DRAINAGE 1- I-RAINASEARE A MAP C7.0 STORM SEWER PROFILES C7.1 STORM SEWER PROFILES C7.2 UTILITY PROFILES C8.0 SIGHT DISTANCE PROFILES 11.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 SITE LIGHTING AND PHOTOMETRIC PLAN L4.0 LIGHTING CUT SHEET TOTAL NUMBER OF SHEETS: 19 Lie. No. 51495 O9/1 �/23 o' 0 0 (D 0 0 o' x 0 w w U a z 0 in > 0 r r�7 z O a U uj w 0 z O > w w 0 0 DATE 0911512023 DRAWN BY VAN NIEKERK DESIGNED BY VAN NIEKERK CHECKED BY C. BOLTON SCALE I..L uj uj U z a Vj J I..L Lu J a Q W w z = o cn 0"� w = a j zwo 0u oC W LL W r'1 Q Ca G z uj (!) JOB NO. 59380 SHEET NO. C0.0 E E GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE pa nee 401 McIntire Road, North Wing Charlottesville, VA 22902-4579 2. LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. ALL PAVEMENT AND STORM SEWER MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF County of Albemarle Telephone: 434-296-5832 TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. COMMUNITY DEVELOPMENT DEPARTMENT WWW.ALBEMARLE.ORG Ps 3. ALL MATERIAL AND METHODS FOR WATER AND SANITARY SEWER SYSTEM (PUBLIC AND PRIVATE) INSTALLATION SHALL BE IN ACCORDANCE �taprx�P WITH THE ALBEMARLE COUNTY SERVICE AUTHORITY ACSA DESIGN AND CONSTRUCTION STANDARDS. 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. Construction Record Drawings As -built and Required g q 5. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). Documents for VSMP 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. The following is a list of documents and information required on construction record drawings for stormwater 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. be prepared by someone other than the designer. Please do not provide design drawings as construction 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. record drawings. 9. ALL STORM SEWER PIPE SHALL BE HDPE IN ACCORDANCE WITH ASTM F2648, UNLESS OTHERWISE NOTED. PIPE SHALL HAVE SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS. JOINTS SHALL BE WATERTIGHT ACCORDING TO ASTM D3212. Fee $353.60 (fee includes the 4% Technology Fee). 10. SHOP DRAWINGS FOR ALL STORM STRUCTURES SHALL BE SUBMITTED FOR REVIEW. 11. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. Record (as -built) drawing requirements: 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 1) A signed and dated professional seal of the preparing engineer or surveyor. 13. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE 2) The name and address of the firm and individual preparing the drawings on the title sheet. DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 3) Include "as -built drawing" or `record drawing" on the title sheet. 14. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION 4) Show the constructed location of all items associated with each facility, and the inspection records to verify PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF proper dimensions, materials and installation. The items include, but are not limited to the following: THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL a) Updated Location with geo-coordinates (northingleasting) of all facilities. VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR b) Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. c) Current physical and topographic survey for all earthen structures. Ponds should include a survey of 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES deviations from the design. AS DEEMED NECESSARY. d) Plants, location and type. 17. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER e) Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet 18. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE and outlet protection, alignment and invert elevations compared to design. REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION f) Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). and linings. 19. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. g) Guardrail, fences or other safety provisions - Display the constructed location of all safety 20. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN provisions; fences, guardrail, including the type, length and applied end treatments, comparedto design. ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. h) Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 21. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE i) Easements - Show all platted easements with deed book references labeled. Facilities and drainage FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. must be within platted easements. Provide copies of recorded documents. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, Additional Documentation Required with the As -built Submittal OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 22. GRADE LINES ON PROFILES DENOTE FINISHED GRADE. 5) Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to 23. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. material types and depths. Provide inspection reports, boring or test pit reports and materials certifications. 24. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL Biofrlter media must be an approved state mix. NEW STRUCTURES SHALL COMPLY WITH THE LATEST VERSION OF ALL LOCAL, STATE, AND FEDERAL REGULATIONS. 6) Inspection Records and photographs for pipe trenches and bedding, including underdrains and filter fabric. 25. TREE PROTECTION AREAS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 7) Video Pipe Inspection for any pipes which are not viewable without the need to enter a confined space. 26. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 8) Computations - For significant deviations from design, provide sealed computations verifyingthat the 27. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM ENTRANCE CORRIDOR ROADWAYS SHALL BE ELIMINATED. as -built condition is equivalent or exceeds design requirements. 28. ELECTRICAL, COMMUNICATION, AND GAS SITE WORK IS NOT DETAILED ON THE CIVIL PLANS. CONTRACTOR SHALL COORDINATE WITH 9) Compaction reports are required verifying fill compaction in dams. UTILITY PROVIDER, MEP ENGINEER, AND OWNER FOR ALL WORK RELATING TO THESE SYSTEMS. 29. ALL ROOF DRAINS SHALL BE CONNECTED TO THE STORM SEWER SYSTEM AS SHOWN ON THE PLANS. 10) Manufacturer(s) certification(s) for proprietary BMP's certifying proper installation and functioning. 30. LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM Date: 11/30/2022 ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 31. SEE "EROSION AND SEDIMENT CONTROL PLAN NOTES & DETAILS," C3.0, FOR RELATED GENERAL NOTES. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of 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 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 construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic 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 the Construction Industry (29 CFR Part 1926). FIRE PREVENTION NOTES 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING CONDITIONS MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. 9. THE THREADS FOR THE FIRE DEPARTMENT USE MUST BE C & O THREADS BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ACSA GENERAL WATER & SEWER CONDITIONS (REV 09/17/2021 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 ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTIN DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGULATIONS. 17. A DEED OF EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFERENCE CURRENT DETAILS IN THE VDOT ROAD & BRIDGE STANDARDS. VDOT DETAILS LEGEND STANDARD TITLE PAGE DI-2, 3A, 3B, 3C STANDARD CURB DROP INLET (12" TO 24" PIPE: MAXIMUM DEPTH (H) = 9') 104.03 DIMENSIONS, NOTES, AND QUANTITIES 104.04 STANDARD CURB DROP INLET (12" TO 30" PIPE: MAXIMUM DEPTH (H) = 8') 104.09 DIMENSIONS, NOTES, AND QUANTITIES 104.10 MH-1 MANHOLE FOR 12" TO 48" PIPE CULVERT 106.01 STANDARD MANHOLE FRAME AND COVER 106.02 STANDARD MANHOLE FRAME AND COVER 106.04 MH-2 PRECAST MANHOLE 106.07 IS-1 STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 106.08 PB-1 INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIR. PIPE BEDDING AND BACKFILL - METHOD "N' 107.01 CG-2 STANDARD 6" CURB 201.01 CG-6 COMBINATION 6" CURB AND GUTTER 201.03 CG-11 STANDARD ENTRANCE GUTTER 203.04 CG-12 CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES) 204.01 CG-12 DETECTABLE WARNING SURFACE (TYPE A, PERPENDICULAR APPLICATION) 204,02 CG-12 DETECTABLE WARNING SURFACE (TYPE B, PARALLEL APPLICATION) 204.03 CG-12 DETECTABLE WARNING SURFACE (TYPE C, PARALLEL & PERPENDICULAR APPLICATION) 204.04 CG-12 DETECTABLE WARNING SURFACE (MEDIAN AND REFUGE ISLAND APPLICATIONS) TYPE M1, M2 , & R11, R12 204.05 WP-2 PAVEMENT WIDENING 303.02 PM-10 PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS 501.20 STP-1 SQUARE TUBE SIGN POST 1321.12 SQUARE TUBE SIGN POST - FOUNDATION TYPE D AND E DETAILS 1321.17 Lic. No. 51495 09/l5/23 n E 0 N N C > E w a E Z LU a o D O L M Q J U 00 W J -N d N N N 0 LU v Z H Y o X d ��� U) _ N = U > C c r, O N � M GoCD W J CD W CL O oc H Z O d K U U) w 0 Z O w w DATE 0911512023 DRAWN BY VAN NIEKERK DESIGNED BY VAN NIEKERK CHECKED BY C. BOLTON SCALE N/A LIJ z U (n V z H� z/ LL Q LIJ J J/ LL LIJ V) J a LU > O OL z U-) O J O w Q J af Q LU p m LU Q LU IL ILL L1J r1 a G LU V) JOB NO. 59380 SHEET NO. C0.1 SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH A 2" SQUARE TUBE POST AND TYPE D FOUNDATIONS IN ACCORDANCE WITH VDOT STANDARD STP-1. 4. ALL MARKING DIMENSIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATION SECTION 246. SOLID WHITE LINE 24" ul `�P' 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING SOLID WHITE LINE 2 � � 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale R7-8 NO SCALE PMdF FMTY Eq0 i50tl(10 S500 FrE R7-8a TOW AWAY TOWAWAYZONET VAUABOVE ACCE886' ABOVE FINISHED FINISHED T GRADE 4, SIN GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE 12"X 18" R7-8 SIGNS WITH 4" INTERNATIONAL WHEELCHAIR SYMBOL AT EACH PARKING SPACE INDICATED ON SITE PLAN. ON THE SAME SIGN, OR A SEPARATE SIGN BELOW, "PENALTY, $100-$500 FINE, TOW AWAY ZONE" MUST BE INCLUDED (VA CODE 36-99.11). BELOW THESE SIGNS, PROVIDE A 12"x6" R7-8a SIGN FOR SPACES IDENTIFIED AS'VAN' ON THE PLANS. POST SHALL BE 2" SQUARE TUBE WITH TYPE D FOUNDATIONS IN ACCORDANCE WITH VDOT STANDARD STP-1. PARKIN No Scale NOTE: 2% MAX. IN ANY DIRECTION SIDEWALK CURB PAVEMENT MARKINGS IN ACCORDANCE WITH ALL APPLICABLE CODES FEDERAL: SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & TEXT, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. NS FOR THE DISABLED HANDICAP SIGN HANDICAP SIGN LOCATION (TYP.) /LOCATION (VAN) 8' -� 8' -- 8' VAN _I ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale 6 0 E N 0 REGULAR SPACE FACE OF CURB 4" WHITE PAINTED STRIPE (TYPICAL) 6' WIDTH NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 6" VDOT 21A/B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS. DENOTES CONCRETE SIDEWALK ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION No Scale CONTROL JOINTS, SPACED MAXIMUM 6' APART NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 1" 3,000 PSI AIR ENTRAINED PORTLAND EMENT CONCRETE 'VDOT 21A/B STONE COMPACTED SUBGRADE p DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 1CONTROL JOINT SPACED ,,�4 OF THE THICKNESS OF TrSLAB R=/<' AT WIDTH OF WALK 1 ywv� EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK RETE JOINT DETAIL No Scale NOTES 1. ALL ASPHALT PAVEMENT SECTIONS SHALL BE 1.5" VDOT SM-9.5A CONFIRMED WITH ONSITE TESTING BY A QUALIFIED GEOTECHNICAL TESTING AGENCY 3" VDOT BM-25.0 ONCE SUBGRADE IS REACHED. 6" VDOT 21-A/B AGGREGATE SUBBASE COURSE \\\\\ COMPACTED SUBGRADE /\/\/\/\/\/\/\/\/ DENOTES (:::: :D HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale NOTES 2" VDOT SM-9.5A 1. ALL ASPHALT PAVEMENT SECTIONS SHALL BE CONFIRMED WITH ONSITE TESTING BY A o 0 0 QUALIFIED GEOTECHNICAL TESTING AGENCY 6" VDOT 21A/B AGGREGATE ONCE SUBGRADE IS REACHED. BASE COURSE COMPACTED SUBGRADE (z=:)DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 18, 4a 4': 4. 4, a 10, CONC.- . C PAD 4 d G 20' a IN BOLLARD (FYP.) �4x4 METAL POST(TYP.) 6 x 6 METAL POSTS PLAN VIEW F R 1x6C 1 x 6 TRIM 2 x 4 RAILS POST ELEVATION DUMPSTER PAD & ENCLOSURE DETAIL No Scale 1x6 SITE PLAN LEGEND PROPOSED WATER w STORM SANITARY sAN� CATCH BASIN STORM MANHOLE SANITARY MANHOLE ®) OO SANITARY CLEAN OUT FIRE HYDRANT FDC METER — SETBACK-AT/FP STANDOFF ® WATER VALVE OO BOLLARD STREET SIGN LIMITS OF DISTURBANCE FENCE X MAJOR CONTOUR XXX MINOR CONTOUR XXX ►-0 SITE LIGHT XO PARKING SPACE COUNT NOTE: SIDING MATERIAL AND COLOR SHALL MATCH PLAYGROUND FENCE. ALL MATERIALS SHALL BE PAINTED WHITE, n] i lA.nnn cunt i nP 0arcci I0r TREATED. OUTSIDE ELEVATION 3 SIDES INSIDE ELEVATION 3 SIDES WITH F 12' STRA HINGE ARV AIR RELEASE VALVE DI DUCTILE IRON PIPE FH FIRE HYDRANT G GUYWIRE HW CONCRETE HEADWALL IF IRON PIN FOUND 10 PIPE INVERT OUT IS IRON PIN SET PF PIPE FOUND RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN PD UTILITY PEDESTAL UP UTILITY POLE VL UTILITY VAULT WM WATER METER WV WATER VALVE YD YARD DRAIN YH YARD HYDRANT -OH- OVER HEAD UTILITY -UGT- UNDERGROUND COMMUNICATION LINE GRADING TC = TOP OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT 1 x 4 CAP OVER OUTSIDE GATE VIEW INSIDE GATE VIEW Lic. No. 51495 09/6/23 N z 0 w C) DATE 0911512023 DRAWN BY R. VAN NIEKERK DESIGNED BY R. VAN NIEKERK CHECKED BY C. BOLTON SCALE N/A LL Lu z U (�''j v z H� Q Lu J J a Lu J > Q J I^1 Q (.n O Lu O J in = a Lu zw1 p CO cn Q LL LJJ LL IL Lu I"1 a LL CQ G 1� z I,. j V / JOB No. 59380 SHEET NO. CO.2 8 0 I? a Re E GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL INITIAL BACKFILL 4JMI 8" 8" MIN MIN. LAR FILL AS = '" ZOVED BY ACSA /� "`r°, `1'•'' Z STABLE SOIL OR #68 STONE NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1/8 BEND COUPLING TYPE "K-- ;OFT COPPER NTS FIG. W-2 TD-2 "xt"x1" TEE DUAL SERVICE SINGLE SERVICE LOCKWING BALL VALVE (INLET & OUTLET 36" MIN. As Q FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES, � 2• I\ R I" ^IMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL -OR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION VIETER IS NOT PROVIDED. IRON LID GRADE \-CORPORATION STOP ^'r': '.:: K;i.+.s :4;Y:;::: ti Y BRICK AS „i' - NECESSARY SAND OR DUST UNDER r,:%+:-�'�"'•".="'g''':'�'=`�'..�:, BOX AND SETTER (2-INCH •:�„yi=:-`^:�`=''Ri' r`» V00T SPEC. 203, NO. 57 MINIMUM THICKNESS) �'r.;.r�..... AGGREGATE NOTE: ...... ...... ... _ 1) SADDLES SHALL BE USED ON PVC PIPE. 2) NO SWEATED FITTINGS. 3) LATERALS INSTALLED WITHIN EXISTING, OR PROPOSED, VDOT RIGHT-OF-WAY SHALL BE INSTALLED IN A 2-INCH PVC SDR-21 OR HOPE DR11 CASING PIPE. TYPICAL SERVICE LATERAL INSTALLATION (3/4" & 1" METERS) NTS FIG. W-6A TD-10 E E PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET} CU.YD. (FEET CU,YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2 00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.5Q 0.10 90 3.66 3.16 3.21 0.48 8„ 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12'• 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 COVER LIFT NOTCH 12 3/8" r WATER CAST IRON LID fJ NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (3/4"-1 " METERS) NTS FIG. W-7 TD-13 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270") 18"-2ALVE BOX 7 CU. FT. III #68 STONE, 'e .' ,• 6" GATE " • • VALVE .1 jI 2500 P.S.I. CONCRETE-1,• • v 4, BASE AND THRUST `. ;.`:r:'i �'� ►,`.�; •" BLOCK AGAINST • } `�'�•► UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. 8" X 6" TEE NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 METER SIZE ➢IMENSION DIMENSION DIMENSION A H C 1 1/2' 3'1' 5'0' 3'8' 2' 3'1' 5'0' 318' 3' 5' MIN, 10' MIN. 4- 5' MIN. 12' MIN. 61 MIN, GREATER THAN 4' PROPOSALS WILL HE SUBMITTED. B DOOR HINGES ----- ---- -----T I I I I I I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT N.T.S. FIG. W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' NLUMINUM ACCESS 'LATCH PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 'a• TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 I ADJUSTABLE TRAFFIC RATE D II A II VALVE BOX W/ LID 11 z a' Z N M.J. GATE VALVE WATER LINE a 2500 P.S.I. CONCRETE �' a 2'x 2' BEARING AREA. THRUST BLOCK Q Q. d G d d NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 44" MIN. 36" Ills d d a d C a 18 MIN. 4 -17.5"►I ° a e 37" MIN. e I} 12" MIN. WINGNUT LOCKING ASSEMBLY <. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-76 e • y O ✓nl• � a. e' e .� 6" MIN. 17.5" 6„ MIN. a a a a 60"e - TD-15 Lie. No. 51495 O�/15/23 m E 0 0 rn N vJ N C > E � E w U. o p LL O 2' L M Q C a. a z y L H ' j X L Lf < w LL C 04 D S ry = V � N c C ~ c .n 0 0 N U. � M � a� OJ J ui z 0 0 (7 0 0 z x F 0 w LL H C z 0 in 1r 0 DATE 0911512023 DRAWN BY VAN NIEKERK DESIGNED BY VAN NIEKERK CHECKED BY C. BOLTON SCALE N/A w z U'' V z F1 z W J J uj W � ate~ Z ui (n O OW 2 E� I --I z�J OLu m J U) a W Q 2 LL 9 z w Cn JOB NO. 59380 SHEET NO. CO.3 FRAME & COVER (SEE FIG. S-1—D,E) SLOPED AREA —'' STREET SURFACE OR NON —PAVED AREA 1'-0" MAX RUBBER COATED STEEL " 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS A 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" i 4-0 FROM FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ° VARIES DEPTH .OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING -- — ` SEWER. : d A. „ 12 A FILLETED INVERT OR A SMOOT A 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. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N.T.S FIG. S—I—A TD-25 ��/--%•REMAINING BACKFILL SHALL NOT • ROCK MATERIAL •"MIN - LARGER DIMENSION (6" LIFTS) EMBEDMEN THOROUGHLY COMPACTED -ING SPLINE BY HAND OR APPROVE EL OF . .: STONE.) BEDDING 4" min FOUNDATION REQUIRED SOIL CONDI fALL 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 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NITS FIG. S-3 TD-34 SLOPED AREA 1'-0" MAX � 2'-0" ° e 3'-0" MIN e FRAME & COVER SEE FIG. S—I—D, E STREET SURFACE OR NON —PAVED AREA RUBBER COATED STEEL STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS --(I-----)OR APPROVED EQUAL o DUCTILE IRON PIPE (CLASS 50) e 5" THE DROP CONNECTION SHALL BE BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF —COMPACTING 16" MAX STONE. j5",12MIN 12�MIN :4 MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO E OUTLET SHALL BE 0.20 FEET '0 D' A FILLETED INVERT FOR A SMOOTH 2 " TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE >' . t p PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES, TYPICAL MANHOLE WITH DROP CONNECTION �E ^ W v E E ^M ai p� E ¢ Oa Ew cry �, E E� �a w lu -L a EAY SE is 0 , N0 O N fO 5C IJ ubW "Nu N 0 _ vd O W ci �A \Z E_. E E Eav " E �M— � E FNiF- M E �E '4, z o 'Om u O Z a a A 0 of sE E s gE E U rn Q E r" cEi rWn N N u N u N b OS u t'S,-., cL N N Q Q LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 Albemorle County Service Auth.rity Hydrant Flow Date of Report 8/4/2023 """R9""""' ` c� Test Report W I Sabi Road CfwMtlrCsvlde. VA 22911 14MI . Location 595 Martha Jefferson Or Pressure Zone Urban Ring Date and Time of Test 8/3/2023 9:06:00 AM Minutes of Flow 2 Pipe Size (Inches) 8 Pressure Hydrant 11967 Static Pressure (psi) 57.3 Residual Pressure (psi) 46.8 Q20 Looped Q20 Multiple Inline Hydrants Q20 Single Flow Sprinkler Test Single Flow Flow Hydrant 81 11968 Pitot Pressure #1 (psi) 37.6 Yellow 1 V. Test Flow 1 1034 Flow Hydrant #2 Pitot Pressure #2 (psi) Yellow 2 Test Flow 2 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 OI Total Estimated Flow (gpm) 1034 AWWA Q20 Calculation (gpm) 2050 (No value in Q20 indicates insufficient pressure drop for Q20 OR a sole sprinkler test.) Comments Hydrants opened all the way. For method of calculating trips flow with a red Pollard diffuser: see eq. 13, Walsh and Lutes article 1990 Journal Management and Operations AWWA. For yellow Pollard dlffusers,a best fit third order polynomial equation of the Pollard Flow vs. Pifer pressure gauge is used. Estimated Consumption (gal) 2068 ❑ Modeling Purposes Only For use for water audit Signature: Signature: N 520 s 520 1266 8' 524 524 524 'PK na 0 Vet U 604 / p0 49G saye 524 508 520 524 Test Hydrant 0 h� 590 N \ Flow Hydrant 524 119613 \ 16" Sao 516 �f 8 wo CAC Water Tank ACSA Hydrant Status, Ownership Am�e, ACSA ♦ AcUw, Prhate Ownership F•� IrsWM,PMa[e Owne,'ahip ri;• Installed,A m ACSA Water Main Ownership ^/ AOiA PMate ownership RWSA Water Main Utility Type Potable Ward Raw Wale, Lic. No. 51495 O�/15/23 Uri z 0 0 cD 0 Of Of x 0 w w_ Q Z 0 IY 0 (A Z O f f Z O Q_ U U U) w Z O U) w o_ w a 0 DATE 0911512023 DRAWN BY R. VAN NIEKERK DESIGNED BY .VAN NIEKERK CHECKED BY C. BOLTON SCALE N/A LU LU ILD LU J W ate~ z IFI 0 ,Q., O LU 2 � I --I z LU O w H m J () a 0L LU LL LL LU 2 LL z LU JOB No. 59380 SHEET NO. C0.4 O C J N N U C i 0 as t6 as oa a a 0 as as a O L C3 a 13 a 0 0 3 c E E E LEGEND SURVEY NOTES: A® WATER VALVE qp FIRE HYDRANT 1. PROPERTY& ZONING INFORMATION: ® WATER METER SUBJECT PROPERTY., STORM DRAINAGE MANHOLE OWNER: MARTHA JEFFERSON HOSPITAL ® ® STORM DRAINAGE (SD) GRATE INLET REFERENCE: DEED BOOK 3799, PAGE 734 -0 DRAINAGE / FLOW DIRECTION TAX MAP PARCEL: TMP 78-31 / (07800-00-00-03110) 0 CLEANOUT PROPERTYADDRESS: 535 MARTHA JEFFERSON DRIVE CMP CORRUGATED METAL PIPE ZONED: PLANNED DEV. / MIXED COMMERCIAL HDPE HIGH DENSITY POL Y-ETHYLENE PIPE ZMA 2001-00015 RCP REINFORCED CONCRETE PIPE OCR LIGHT POLE 2. THIS IS NOT A BOUNDARY SURVEY, THE BOUNDARY SHOWN HEREON IS ® UTILITY VAUL T OR AS NOTED COMPILED FROM PROPERTY EVIDENCEAND MONUMENTS RECOVERED IN THE ID POWER BOX / TRANSFORMER FIELD AND DEEDS AND PLATS OF RECORD IN CLERK'S OFFICE OF THE CIRCUIT all 12"DEC COURT OFALBEMARLE COUNTY, VIRGINIA. U,G \ s - - - W- - - UNDERGROUND WATER UTILITY 3. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE GRID, ` \ OATV 29� UGT - UNDERGROUND FIBER / TELECOM SOUTH ZONE. DATUM ESTABLISHED THROUGH NETWORK GPS (LEICA iCOuC4s;/, UGP UNDERGROUND POWER UTILITY SmarINET) OBSERVATIONS. WTR EDGE OF PAVEMENT (EP) \ � \ 4. THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OFA TITLE REPORT VALVE � �� ` \ I t� EASEMENTS MAY EXIST WHICH ARE NOT SHOWN HEREON. / s28 J 0 ` �, alzK DECIDUOUS (DEC) TREE IBM, SPIKE SET \ \ G \ / / IRON (FJ \ ELEV=52728' 5/S•• h 5. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE UPPER RIVANNA \ \ I CONIFEROUS TREE WATERSHED PER COUNTY GIS. TMP 78-20C1 / / s2jUG \ \ 6. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHINA WATER SUPPLY \\ / � � \ `_�� � \ TMP 78-2OC6 -o- UNIVERSITY OF VIRGINIA FOUNDATION \ / - T JG \ I WORRELL LAND & SIGN PROTECTION AREA. \ DB. 2712, PG. 325 \ / \� �' G/ ,, \ \ 1 \ DEVELOPMENT COMPANY, LC DB. DEED BOOK PG. PAGE 7. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN AN INST. NO. 202200012319 BLA OB. 1080, PG. 531 ( )10 PINE ` AGRICULTURAL -FORESTAL DISTRICT. \ 18 INST. INSTRUMENT \ ` (F) PROPERTY COR. FOUND, AS NOTED EX. 50' PRIVATE / 1 �:�2 / DEC _ \ `I �_ 24T MAP \ \ \ C)8. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN AN ENTRANCE STREET EASEMENT / ,� �!\ S - 10" PINE \ I �\ - / \ ` \ ` CONTOUR INTERVAL 1' CORRIDOR OVERLAYAREA. �t�, = DB. 5222, PG. 388 / aq ysA \ \ \ \ \ 9. MANAGED / STEEP SLOPES ARE PRESENT ON PROPERTY PER ALBEMARLE 'WORRELL DRIVE' O �/ �\ \ us / � I s24 \ y� I � \ ;\ \ \ 24"MAP hylTA \ \ \ s\ COUNTY GlS DETAILS. 10. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN AN AIRPORT IMPACT AREA. SD CURB INLET W/MHD TOP=51745' / \ y^� \ \ \ \ // \ \ \ \ 2•,,0 INV. OUT=513.61' 12" HDPE IRON (F) - IRON (FT ` \ -� h " \ (BIRD 1/2 112" / _ 4 \h \ WTR BOX w \ HOUSE) EOl 1.5"PLASTIC WATERUNE W/VALVE m - -C> (APPROX. FR(ZM MAPPING PROVIDED BY UVA) _ 5 _ SO CURB INLETW/MHD mg TOP=51736' INV. 1N=512.52' 12" HOPE INV. OUT=512.45' 15" HDPE _ - _ _ s ` \ ` ` \ 33 ` 8"OAK EX. VAR.WIDTII\ STOR�EASEMEN / OB. 407 \PG. 311 \� tiL .S, FT \ \ \ \ \ TMP Y8-31I \ 1 IRON (FJ s -52 - \ \ \ kARTHA JFFFERSON HOSPITAL s�s"i �s SO CURB INLET W/ MHD II ` \ \ \ S29 Sp \\Gc0 S/ Ay� 3 \ \ 2 \ \ \ \ \ DB. 799, P, 734 TOP=516.00' i s \ �O Ofi,P (STING) INV. 1N=512.0't 15" HDPE (NE) 4 /l a�� q "OAK /8 i Lq si e/ti! \ oq \ \ \ Ft' \ INV. 1N=512.0't 15"RCP(SE) V 11 s� L �. ems, Fj\ �� \ DB. 21�5, PG" 393 / S \ 11 6" REVEAL a �a \ oG s'a /yam \ ` \ �o \ ` IRON (FJ INV. OUT=511.95'15"RCP F \ T \ \ \ (PL,►T ORtG. SUBD� Q\ \ IRON F \ `\ tp // NO RAMP O' .�, off'. \ \ (J - 5/S" I c�c IRONN (F)\ ` ��?> �s o \ \ v� \ \ ` JG \ \5/F) 9rOy \ \ \ 112" \ u� �cq \ UFO Bp \\ \ `\ `\ \ \� \\ \ 48"OAK 30"RCP ------------- OAK \ SD CURB INLET W/MHD \ \ LBG Oq?'c e 8 TOP=51580' \ \ e yO�OTi OAK \ J \ \ \ I �° `' 0 A 1 \ \ INV. IN=509.14' 30" RCP (S) \ \ ` cp o AUS� \ i �p SD CURB INL"tT W/MHD�jh 9� 6 ` INV.1N=510.12'15"RCP (NE) �\�Yi�B� \ �e</C�� ` 8" \\ TOP=51791' INV. OUT=508.97'30"RCP \ \ hs �p d ` G �N 1 1 46 \ �y �` OAK INV. 1N=5>3.8't 15"R6P o I \ / \ 1 CEMETERY �qi Q o \ INV OUT=512.33' 15" RG'P\ 4T" OAK EX VAR. WIDTH STORM EASEMENT S'C ` I I N I \ IRO (FJ I /y ,p 'o `�` SD INLET Dl-7 N \ 1 I \ CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD CI 325.00' 344.47' 190.40' 60 4343" N10"4523"W 328.57' C2 900.00' 282.15' 1 14224' 17"5744" S36-34-13"E 281.00' JOSEPH C. MEDL Lic. No.3385 O9/15/23 . b OTTOtTS, . n E 0 0 o+ u N N c Q O > E L E w Z Lu a o O O' L M Q j U W Z w .J.-n O DUI d NN V W v N M �0U')x coil � i w x C N z O =U>� c '^ U N > M Lu Lu OJ J Lli 0 x c7 0 x F O w w w U Q z 0 �. DATE 0 0911512023 } DRAWN BY J. MEDLEY • DESIGNED BY •• CHECKED BY • J. MEDLEY SCALE S59 55V3•E 187.73' / • 1 = 30' Lu DB. 4077, PG. 311 \ \ ` ( ) \ \ \ \ TOP=516.39' (CL 'V) llyV.OUT=514.02'15"RCA / � Jae \ 1 I \ I I O� / \ \ I \ I I I I S9�So I , 1 _ / \ I I I /// SO CURB INLET W/MHD 20' STORM g �� \ \ 1 1 I I I \ EASEMENT O 4 /y�� 0� I \ 1 I I I I 1 /\ ,// NV. IN=509. o d0 INV. 1N=509.46' 18" RCP DB. 77,PG.3>1 S 10 QO \ \ ` I I \ \ I OD / // INV. OUT=509.22'18"RCP rnw40 SO CURB INLET W/MHD i I `` / / / ` \ I I ` \ \ \ 1 I 1 I---'7 ♦// TOP=517.89' \\ \ ` \ \ 1 1 I O \ R` \ / Q EX.2'5'ELECTRIG I I 1 1 / 1 /R0�11 F INV. 1N=510.71' 15" RCP (E) \ 'w 'O �' a / O 1 I 1 15/8" 531.48 INV IN=510.33'30"RCP (S) \ \ /( S2 \/ `� EASEiYIENT ` � I 1\ I U/GI�OM�QFIBER I I I I UFO / 5� INV. OUT=510.30' 30" RCP $" \ U�/\ \J DB. 40Y7, PG. 311 (BR HTSSEEDV _t OF J -}- - f- \ fj3 Tm \ / 1 p / \ / 1 1 11 UFO \ \ I / `� I I I \-531.86, TBM: SPIKE SET \\ a° v I �` O /ELEC. TRANSF -1 II I I ELEV.=5178T \ J� \� ��1T42, - UFO�I \ Tj I I SEGMENTAL BLOCK J / T/w d \g$ x4.7CONC.,I 52796 \ RETA)NING WALL 53213 J 8" O K I IRRIG. HEAD \ \ \ l \ l \ ` _ _ 2.81 G P(�NI I \\ ELEC.TRANSF. (TYP.) \ \S� T/W - ` T/W - -Tyy- _ 532.81 �l1 UpO41NIONi © 3.0'x4.2' 1 ` �� 529.86_ 53230 _ 532.91- I ( (PART OF) TMP 78-31I \ I \\\ ' (3.6'x4.7'C0NC.A cuRB - / /, /5 UJL-VAULT I AUE 5 / 3'x 53' r U/G COMM / FBER LTKEY / \ \ \ P \ 1 I 1 CURB / UTL. VAULT uTL. VAULT IJ � \ ---""- \ ®\ I I EP IRRIG. HEAD h� / 2.7'x4.3' 2.Vx 3.T %// MHD (BRIGHTSPEED/LUMOS) \ I \ _---- UGP I \ L>/G POWER VALVES 6 / Q TOP=522.82' ORIGINAL NTELOS 10' "` PO C l (TYP.) �� /,, 5e �' \ __ j OF _LGe_ _ _ � \ (DOMINION) (IRRIG) � � •yam / //(,�) 12" (� <, U INV. 1N=515.98' 10"PVC(SE) EASEMENT, LOCATFB \\ _ -- - -01�0 G2-/Ge _ J/ l Q \ b Q T I UFU- / 5 G / � _ OAKS J � INV.1N=514.18'8"RCP (NE CABLEA�ENT�LINE Y\ o b7GCOMM FIBER , J I I� INV. OUT=514.18'15"RCP `DB. 4042, PG. 291 I 1 r \ 0 `" ` \ WI dHQNE EP / a -, ; 4 15" RCP SUBSURFACE UTILITY DESIGNATION NOTES: ASPHALT ' U/GPOWER (DOMINIOIV) 8�I EX.20'ST\ORM \ 524,----- \\ LEGEND VAULTKEY 'l \\ m EASEMENPG\311 1 "OAK c� 1 D6.4077, \ , � I ' AFIB4�R33x52' I II V � I / 4"09K / a \ ` \ I 1 EOI = END OF INFORMATION FOR UNDERGROUND \ I � S CURB INLET W/ MHD -B FIBER 20'x 3.0' I \ 12" \ I I UTILITYLINE-SIGNAL ENDED AT THIS LOCATION. C FIBER 25'x4.0' I I \ I ei,1 $OP=521.74' I \\ 4 RCP - OAK 1 1 / 1 1+1 ® 18" OAft P i \ \ W I I /Il INV. 1N=513.74' 15"RCP (E) UNDERGROUND UTILITY NO TES: I II \ -_- a ` toy U P I �JG ASPHALT \ W o 2 L j j ; yti� 'INV. IN=513.70' 18"RCP (S) 6" OAK s 2 4 0 4 / INV. OUT=513.56' 18"RCP SD CURB INLET W/MHD -- �� \ 1 I -UGP - _ - OWER I Z h III ; 1. SUE SURVEY BY TIMMONS GROUP COMPLETED tl 1 1 U/G P a� g 4 I I ( J EX 25'ELECTRIC TOP=51 .92' I I O IN MAY OF 2023. EASEMENT INV. 1N=511.82' I8" RC (S) ` I 1 / I I , C9 I I DB. 4077, PG. 311 /NV. 1N=511.19'24"RCPI(E) 2.ALL UNDERGROUND UTILITIES LOCATED DEPICTED INV. OUT=510.85'30"RGP I I 11 / 1 Ili AS QUALITY LEVEL B UNLESS OTHERWISE NOTED. I q I f0 OK/ II I UTILITYOWNERS. SD CURB INLET W/MHD Q. I I I i I NV IN=512. U I I -ALBEMARLE COUNTY I I I �° 0 INV. 1N=512.09' 18"RCP rr I I -DOMINIONENERGY I II I INV. OUT=512.06'24"RCP III -BRIGHTSPEED EX. VAR. WIDTH I I I I 1 SIGHT EASEMENT I I _� 11 I I 1 -LUMOS DB. 4077, PG. 311 I I I I � � 11 SD CURB INLET W/MHD COMCAST I I I W j m j III NOVPIN==1511.71'24"RCP II 1 �y 18"RCP 1 Q ro ¢ 11 Q II EX. 15' VEPCO I I INV. OUT=511.59'24"RCP I COO EASEMENT (APPROX.) I I I I O O 11 j I I I OZ DB. 3963, PG. 697) I I I g pU ^ W 11 I I I 1 ____-_ Z I II O K a 11 II THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE ----_-__ EX. VAR. WIDTH I II 0 °� 0 ti 11 I I i DIRECT AND RESPONSIBLE CHARGE OF JOSEPH C. MEDLEY FROM ------------------- STORMEASEMENT I I 11 9 AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; - --- ------------------------------------- DATES:DB. 4077, PG. 311 I III I I 0 W III II m THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING ____ I SCALE V=30'�r _____ 11 N III \ MAY 9 11, 2022. THIS BASE -MAP AND DIGITAL -- ---___ } T M I I M 11 I I GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ----- - I I M II 11 \ \ ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 0 30' 60' - - --- 2 [�']�SD �UINLETI�/MHD -4 umU (D J J Lu Lu J � IImo^^ >_ V ) �--� U 0 O I--i OLu crf Q coLu ,, nn 0 m V Qa 0 Lu LL LL LL 15_ ,z^ v ' JOB NO. 59380 SHEET NO. C1.0 c 5 a i' EL a m Re 0 w 0 s 3 a vX o am 2N 0z a0 02 c �w c� a0 O w o Z zN od a px = o o o a m m 2 Y X C 0 O LU O m c m E � 06 06 a � ma 10 a 0 m o � U M N 0 C 0 N O.E h0 L 1.9 \\timmons.com\tgfs\300\103\59380-smjh_daycare\DWG\Sheet\CD\59380-103-00.1-OVRL.dwg I Plotted on 9/15/2023 4:10 PM I by Kaitlyn Barger I I \ / z m \ / 03 NaNn� \ wv<� o " G) a"o \ NN) p51 0 r\� d / Z / \ \� \ ,A oN o ill —I 11=1 � r- \ z m II=1II —III III=1 \ Z CP —III III- \ �9 ` z m =III 111=1 9 \ CD Cn D I —III / aT O I11-1 s \ \ �zD IIIIIIII- � A j I_ w I I �► `� a oo ao rn Q yN�wrn —n tn rr �' how I / ca iI m / I L \ 9 \ Mill UGP -------- --- °m o\ \ \ \ J „lf 1 /-----------------------_- -_ ? / r- \ \ 1 0m m y / Zmj //// / 0 ' m mom \ F,� rn O z r� 411 / / I \\ \ / / / 1 \ \ I i 1 J �/ l -------------- _ f / , 1 \ / \ n A v CA m \J 0 CD i THIS DRAWING PREPARED AT THE TIMMONS ROU P• • ••• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �5 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com O~ z ` r Al SENTARA MARTHA JEFFERSON HOSPITAL EARLY LEARNING CENTER = n n o DATE REVISION DESCRIPTIONr�y`y`� m Z In Z Gl F" o ALBEMARLE COUNRY, VA o r- o o m m m Z N 1 ' AMENDMENT MAP � These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. E \�MATCHLINE - THIS SHEET \ \\r _ / _ / — i I --- 12"DEC ; \ I �\ \ L , \ \ \ ALVE� \ I �/ 77 \ TBM: SPIKE SET \ ` G \ 2B / / IRON \ ELEV.=52728' G \ 518 TMP 78-20C1 SCALE:-1" UNIVERSITY OF VIRGINIA FOUNDATION\\ / �Q G/ \ CAP EXISTING DB. 2712, PG. 325 \ / �s qy \ p WATERLINk INST. NO. 202200012319 (BLA) / 2s 10�P/NE ! 18" \ \ \ \ \ \ \ EX 50' PRI ATE /I , I \ 5• / DEC �I \' \�\ 24 MAP STREET EASEMENT / \ ,� , 2S // - \ 10" PINE DB. 5222, PG. 388 , / ��� ,� / i 1 \ 'WORRELL DRIVE' /j / V " " / 8 IMP 78-2006 h�h WORRELL LAND & DEVELOPMENT COMPANY, LC �41-1 oy� DB. 1080, PG. 531 SD CURB INLET W/MHD TOP=51745's2a INV. OUT=513.61' 12" HDPE oS, EXISTING\ IRON F G�� \/ _ e<4 / ON WAT"LINE \ - \ T/per` O (BIRD - 1/2" \ / Sih. 2" \ ` WTR BOX \ w HOUSE) EOl 1.5" PLASTIC WATE�6INE W/VALVE - - - o ^ \ \ bh ,(APPROX. FRAM MAPPING _ \ / PROVIDEP BY UVA) N p \ I VQ /� \ 0n ry ioo inn cr inu noun / u` 1 n - - \ LEGEND OREMOVE TREE --_-- REMOVE UTILITY LINE LIMITS OF DISTURBANCE REMOVE EXISTING HARDSCAPE KEY NOTE LEGEND CAP AND REMOVE ABANDONEDWATEF LINE REMOVE AND RELOCATE SPRINKLER HEADS 0 REMOVE EXISTING IRRIGATION HEADS ®REMOVE OR RELOCATE COMMUNICATION PEDESTAL; SEE NOTE B. �5 REMOVE CONCRETE © REMOVE ASPHALT / �7 REMOVE CURB I GUTTER ® REMOVE TREE I VEGETATION �9 REMOVE STRIPING p NOTE: 2 A. CONTRACTOR TO RELOCATE SPRINKLER HEADS TO BACK OF PROPOSED SIDEWALK AND INSTALL NEW PIPING AS REQUIRED. 1"=30' B. CONTRACTOR TO COORDINATE ALL UTILITY mommmomp REMOVAL AND RELOCATIONS WITH THE 0' 60' UTILITY PROVIDER. IF SERVICES ARE INACTIVE, THEY DO NOT NEED TO BE REPLACED. Q \ A \ \ �s23 \ \ \ / \ 8"OAK -\ �� \ �� ` \ /-- EX. bAR. WIDTH I So \ \ \ STOR�1 EASEMEN / 7oQ ti4 \ \ \ \ \ \ / DB. 407 \PG. 311 \ GL Fro \ \ \ 3 \ \ TMP �8-31 / \ IRON (F) s� 0G6 �a.''i \ \ ` 522 \ \ MARTHA J, M RSON HOSPITAL s�8^ — — _ — — SO CURB INLET W/ MHD �.\ \ \ �- . \ \ S�9 SQ \ s,�AF� Z, \ \ - \ \ \ \ \ DB. �99, P7, 734 \ \ \ QO \ / \ o� ? \ \ — — TOP=516-W'- r SiB ` roQOG� \ ems. \ ` \ ( ST/NG� \ �\ 1 LIN/11TS OF N y INV. NNV.�N=512.0't 15""RCP (SE) ®V ll 1 vim\ „OA \ '� S�s�/FT\ MCA 3 �.-° \ \ \ \ \ \ DB. 21N, PG. 393 \ \ \� f�ISTURBANS;E / s� 9A �S \ \ \ VEAL INV. OUT=511.95' 15" RCP ill NO RAP\oGT' o /y \ PC T ORIG. SUBD. ��� IRON (F) NO RAMP '� \ / C h ll \ \ ( I / IRON (F) \ IRON �(FJ\ � ��/s,. o \ v� \ \ \ \ I ✓ U \ FA 112" \ \ '� Qoo \ Gco \ \ \ \ \ \ ` I -48" OAK �/811 Qco � I 1 / ` \ 6 9� \ GG \ OAK ` \o \ \ �FojeFR \ \ \\ \\ \ \\ \\ M 01 moo\ 9 \ -\ 59°55g3'E / 01 3 \ h /h0' �9A - \ / S 28773, It f� \ U,-\ SO CURB INLET W/ MHD ' �1 \ TOP=515.80' OAK INV 1N=509.14' 30" RCP IS) \ c. A G SD CURB INLET W/ MHD INV. IN=510.12' 15" RCP (NE) /?ice BR9 \ g e</L NO INV. OUT=508.97'30"RCP \ \ h's '�A \ /� �/ \ ` \ \ uc, \ \ 79pq liF OAK \ > INV. 1N=513.8't 15" R6P \ n \ CEMETERY \ \ l 1 \ \ INV. OUT=512.33' 15" RL'P\ 1 OAK f EX VAR. WIDTH STORM EASEMENT \� ����C' ` ` \ \ \ ` `rN I OQI (F) DB. 4077, PG. 311 \ \\ \ o \ \ \\� SD INLET (DI-7J \ N 1 1 • 15/8" I \ ��! / \ J� \ I I 1 I \ A \ \TOP=516.39' (CL 'V) \ / \ \ \ \ / APPROXIMATE \ \ \ \ \ l V OUT=514.02' 15" RCP` DRIP LINE OF IX. OAK TREES/ \ SD CURB INLET W/ MHD a 1 \ X 20' STORM g 4 _A \ g \ TOP=519.21' \ \ o \ \ EA EMENT O Q ? I \ I h%(V IN=50 .46' 18" RCP / \ $ S\ 0 I 1 II // [. T077, PG. 31109.22' 18" RCP \/ J\ 0 I \ I \ \ 1 I 1 I I T1 I I I I \ 531.41 . 25' EL CTRI SD CURB INLET W/MHD \ ° EAS ENT I \\ \ \11 11 I I �. �J TOP=517.89' \ = DB. 77, P . 311 \ \ 1 /RO(1l (F) , \ m \ I I 1 1 TM' / xS INV. IN=510.71' 15"RCP(E) \ Y. v a " \ \ \ I 1 I I / I 15/8" / _ _ 531.48� INV IN=510.33'30" RCP (S) \ \ ELEC. TRANS . S2 \ I I U/GIOMIq 1—UFO� / FIBER ! 1 1 / / + INV OUT=510.30'30"RCP 3.a'x4.z \ Ep1 I I I (BRHTSfEEW � UF� - f y35 TAy 1 GQ /// / (3.8'x4.T CONC. 1 / \ I 1 \ C. \ 44I / UFO \ \ 1 / I I I \ 531.86i TBM: SPIKE SET \ ° '8� I I 1 1 I 1 1 , \ \ I � UFO— 1 \ \ \ I I SEGMENTAL BLOCK TAro. ELEV.=51787' \ \ \ I I rn' I I I \ \ \ UFO— — I L 1 \ 52798 RETAINING WALL '.w T �B„ O K I IRR/G. HEAD 1 \ \ \` 1 \ ` I \ \ \\ _ \ _-532_81 /�11G U/G P9 EN) /'/ i \ 7 P') I I ` \ 1 \ SRO 529.86. _ - 532.30 5329'l- , I IDO�INIO — (PART OF) TMP 78-34/ \ \ I _ /50 \ I\ \ I l U,T VAULT Il I//_ '�I U/GCOMM/ FIBER J AULTKEY 7 CURB / U UrL.VAULT I \ \ _- --- \ � I 1 1 /RR/G. HEAD A // // UTL. VAULT (BRIGHTSPEED / L LIMOS) \ I \ --- - UGP I I E 2. rx 4. 2y / I HD _ - � I l L&G POWER VALVES (TYP.) �6 �- //' �e �+�F P=522. 82' ORIGINAL NTELOS 10' \ FO C DOMINION i \- (DOMINION) BRIG.) / p , V l V. 1N=515.98' 10"PVC (SE) EASEMENT, LOCATE \ I I \ \ Fife rRANSF. 9 (TYP) — ��� �/� - bAKs \ �� \ ( CABLE AS EMT�LINE ^ Yt" \ J / 1 . 1N=514.18'8"RCP NE 3.0�x4.2' I ! IN . OUT=514.18' 15"RCP `DB. 4042, PG. 291 I �r \ 6 Ilk U/G POWER (DOM/NIO�I) \ 9" OA7C 8 ?C VAULTKEI \\ o m� REMOVE 13 \\ I 1'OAK ' AJ�52'I II \\ �, EX.20 SA ( ) \ 11 e \ \ \� \ PARKING SPACES / B FIBER 2.0' x 3.0' \ EA M \ � I % / Sb CURB INLET W/ MHD I II \. , G. 12" TO CREATE BUS 1 a 1 / FOP=521.74' ' C FIBER 2.5'x " ^' 7 .4077, SENTARA MARTHA JEFFERSON REMOVE CURB INLET TOP AND OAK DROP-OFF 1 ® 18"OA� uj III % INV. IN=513.74'15"RCP IS) REPLACE WITH SOLID COVER " CP \ G? I W 2 m W W I I I' INV. 1N=5>3.70' 18"RCP (S) OUTPATIENT CARE CENTER AT PANTOPS - _ - - 4 PARKING SPACES TO BE �� I ASPHALT ` p 4 2 W I I hry _ I - _ 'OAK 2 p a � INV. OUT=513.56' 18"RCP 595 MARTHA JEFFERSON DRIVE - I SD CURB INLET W/ �1HD - 1 REMOVED WITH THE —UGP — POWER I 4 \ Z � I I/ ; EX. 25'ELECTRIC TOP-51 92' 1 \ —I I ADDITION OF SITE ENTRANCE I U/G Op Q4I� / I I EASEMENT INV. IN=511.82' 18" RCP IS) DB. 4077, PG. 311 INV. IN=511.19'24"RCPI(E) PROTECT EXISTING TREES I �.., N PROTECT I m I INV. OUT=510.85'30"RGP EXISTING TREES OAK I L14TS OF SURIVEY, ITEMS I SLp CURB INLET W/MHD OU_TSIDE LIMI;!;,RE- TC(P=519.42' — — — — — — — ALBEMARLECOUNTYGIS II I I INV. 1N=512.09'!$"RCP— — 111 I I I 1 I INVIOUT=512.06'24"RCP I I I EX VAR. WIDTH I I �� i�l I I ; SIGHT EASEMENTIII 1 SD CURB INLET W/MHD DB. 4077, PG. 311 I I I I 1 I I TOP=518.92' I I III ^ W W Q 11 n I I INV 1N=511.71'24"RCP EX 15' VEPCO 14 m U m I 1 R I INV. OUT=511.59'24"RCP— _ _ — — — I 1 ', EX 20' WATER -------- EASEMENT (APPROX.) I I I18" RCP II � p g I , III 1 I I — — I \ IJ I I EASEMENT. DB. 3963, PG. 697) I I I III I I I I I I I pU W I 111 I I I I \-- J i i % DB. 2792, PG. 200 EX. �/AR 1� I I U W o0 11 ------------ STC%WE 1ENd III III °p III \ II I ______________ DB. ®BTA,Q7Q. F,Jff1311 I I I I a Z I W III - ------------------------------------------------ I1 I 11 I I I I I -------- t --- m - - __- ---- \ ----------- I I 12 I I - ------11 / � I I _ — — — T HD II --_-- — [�J-�— SD bi�Lge� E EQU M TOP=V5 L \ INV.IN2; '18"RCP INVOU)�51 . 1'18"FRCP / / \ SDCURB;INLETW/MFp, ' TOP=520.; I I SD CLIRB INLET W/MHD INV. 1N=�514.38' 18"R I ,�; 4 I TO 19.42'— /\INV OUT='514.17'18"R6P I V _ !,l8"RCp MATCHLINE - THIS SHEET \ 1 I \ V.O T=51377'18"RCP } T Lic. No. 51495 09/6/23 n E 0 N OV N � c > E w a E Q a o a O' O L Q j U Wn Z w ;4 - vi O � > N N d v z H U 30,nQ w x C N z =U>ILI Ln O c ,n U N Lu v M Lu OJ J 0 C7 0 0 w w V C) z 0 DATE 0 0911512023 } DRAWN BY R. VAN NIEKERK • DESIGNED BY • .VAN NIEKERK • CHECKED BY • C. BOLTON SCALE 1"=30' Lu Lu U z J J w z } a— CL ? z //'1 p V U F--a w 2 -i H J zw0 p Co 2: ^ J w V / Q IJ..I LL LL LLJ LL 15_ ,z^ v , JOB NO. 59380 SHEET NO. C2.0 c a m EL a m Re 0 rn 0 0 LINE TABLE LEGEND: ITH OF p LINE LENGT BEARING h. . Lic. K: L6 2�57 S24014'01"E ,: CONCRETE SIDEWALK E. N ic. No. 51495 HEAVY DUTY ASPHALT p 09/l5/23, �8 65.23 S14°47'18"W �V L9 52.52 S74050'58"E Fm 1 ONAL CURVE TABLE LIGHT DUTY ASPHALT �T RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD a 12"DEC HEAVY DUTY CONCRETE M I 26.[Ij 55.96 31.57 16.22 32°19'33" S2°25'06"E 31.15 UIG 3 N 7GoyCcri q� MILL & OVERLAY > E m w LE VALV E� ' J oaf 1 3I PLAYGROUND ¢ y 3 \ TBM: SPIKE SET / V \ I O aLLo ,� ELEV.=52728' O G L M w m ,ti BUILDING a� u w z ,u n — O TMP 78-20C 1 \ \ / UG ~ a N ry N UNIVERSITY OF VIRGINIA FOUNDATION u DB. 2712, PG. 325 / �G \ 0 3 O ,' a n INST. NO. 202200012319 (BLA) J/ ° ¢ o o a U) v N z DEC = U > ,`n° O EX 50'PRIVATE / \ 24"MAP m U) STREET EASEMENT / / J� �� / \ N N w DB. 5222, PG. 388 ��� \ � y 2 M � 'WORRELL DRIVE' / �� �x \ O 'r 'us'P4" P `r'Oy TMP 78-2006 a � WORRELL LAND & DEVELOPMENT COMPANY, LC :q 08. 1080, PG. 531 E O PLAYGROUND DESIGN / 0 �� 60BY PROVIDER 60' \ V� SCALE 1 "=30' o 0 6' 5' GATE 4" YELLOW STRIPES 2' ON \ \ 0 30' 60' Lu H _ \ i o _ CENTER FOR NO y PLAYGROUND u / PARKING; INSTALL TWO O 11,600 SF \ OCT \ JQ Oz NO PARKING SIGNS' .6 C� \ \ / \ W DATE > 0 0911512023 8" OAK / Qe ,poi �10 EX VAR. WIDTH DRAWN BY v Q STORM EASEME 1 STORY h� DB. 4077, PG. 311 R5' 1 . 2rA R. VAN NIEKERK /e BUILDING I s? 0 9 'a.> 13,250 SIF �S �a • DESIGNED BY X 11Z \� �Oe "OAK \ &kl FENCE; REFER TO s y • VAN NIEKERK X 24' \ 1A9 a LANDSCAPE PLANS 68. 9v0� lI 6"REVEAL h..is§ \G:r.:T'-. >" ' i1 >a'-, • CHECKED BY / Nn RAMP i APO @ ' - Fp \ � ADA ' BOLTON PARKING ' — SCALE ------- 6 \ SIGN - HVAC PAD WITH O a 9�r so., ------------- o— FENCE ENCLOSURE yam, ---------------------- OAK / /� o / - �543'g 28 1 'y a G SS 30' lb \ �: ch, °RL�✓�.� �O co ���\g 5' GATE a OAK \ �� \\� / �v LL.I `\\\ 60' (D y0 9� w r , OAK �p \ e:' CEMETERY F v \ \ 48" -p I !�1 EX. VAR. WIDTH I \ \� oc, �h / V STORM EASEMENT \ p EXISTING TREES TO \ DB. 4077, PG. 311 \ -\� REMAIN (TYP OF 9) \�. -=•6 APPROXIMATE DRIP LINE OF > GC JG EX. OAK TREES IV F = DUMPSTER PAD & ��o' \ F ENCLOSURE .25'EL CTRI CG-12 JQO ! //j' \ \ 0 EA ENT G� TYPE 18' Z % I 3 16"RED-7 \ De. 77, P 311 o C GENERATOR CEDARS \ \ \ \ N ce � R20' CEDARS ENCLOSURE FENCE TO MATCH / / \ \ ELEC. TRANS . y V GQ ( - - l I /'/ a 3.0•xa.r GA DUMPSTER ENCLOSURE) — UFo� / Lu (3.8'x4.7CONC.)it ' IBM. SPIKE SET \ ` Rg ' _- — REPLACE CG-2 AT SEGMENTAL BLOCK ; _ /�//�/ J > z ELEV =5178T \ \ ELECTRICAL _ -- -' STORM 'EWERw ` R /if / Q Q RETAINING WALL E , } \ o s �U UIG P9N / ,/ / i--i z \ \ TRANSFORMERS \ 8" O K , 4 IOM % \ TO REMAIN I ,:.., 6,.. (DOA I ko EXISTING ELECTRIC UTILITIES 4' Ep UTL. VAULT I' //' ;�0 (n O SEE ':3.3'x53' It /' vQ U U/G COMM IFIBER VA T BUS PULL OFF CURB ,J UTL. VAULT UTL. uautr I// 0 O w CG-12 TYPE B 27'x4.3' W ti 4 (BRIGHTSPEEDILUMOS) ' BRIG. HEAD // Zl'x3 e O E 0' \ 11 U/G POWER VALVES (TYP.) Q ORIGINAL NTELOS f0' FO A _ h Q I (DOMINION) (lRR/G.J e J U EASEMENT, LOCATED \ \ \ R25 ' ---- _- _ =UFO— —UGP —UFO —/GP Q ELEC.TRANSF 1112 6AKS J ' O Lu Q CABLE AS CENTERLINE \\ 3.0'x4z' I� m J DB. 4042, PG. 291 I \\ STOP SIGN' L9 I - Y Z CURB __�________� Q U/G POWER (DOMINION) \ II1 \\ \ STOP BAR - 2 Q Q -I ON VAULTKEY l \ n m R f I / uj \\ 18"OAK II % w A FIBER 3.2' x 52' B FIBER 2.0'x3.0' I\ \ c EX A K MILL AND OVERLAY AS I I it C FIBER 2.5'x 4.0' I CG-12 TYPE B REQUIRED TO ENSURE ; LL 1 u I I POSITIVE DRAINAGE ® 18"OAK W a I I I' j w MILL AND OVERLAY - GQ W 2 m W W I I / / r-1 I Lu „OAK `�a ti' � U 1 P -I-- —UGP _ — — �J ASPHALT p 2 g U h EX 25' ELECTRIC U/G pOW ER Q p 4 F.: 1-7 EASEMENT DB. 4077, PG. 311 II a 'I III I I I I jl 1 II Im I I I � 1 I I I LLLL EX. VAR. WIDTH I I SIGHT EASEMENT I 1 L DB. 4077, PG. 311 I I I 11 I I I Iw— i l I I W W p 11 I -----___ EX 15' VEPCO �T I I Q ro U m ------------- EASEMENT (APPROX.) I I g g III I I I I EX 20' WATER V/ DB. 3963, PG. 697) I I I g OU g °tf 11 I I i i EASEMENT. - - DB. 2792, PG. 200 - I EX.____-- ------------- - - MNI I UUW °i 1I I \\ JOB N T � -- - - ----------------------S --- ----- --------'----------------- DB. 9 -8-7-4 -0 --7-4 -.-B---1-3- _1_1_-__--t'- IIII ro WN 111 II 59380 SHEET NO .------------------- - ------ - - ----- rn C4.0 7 0 rn 0 0 E ______________________________�-___-__------ L \ ,` \ \ i 2 / 10 50 \ n ul \ 4111 ------I - - - - - - I I ' 12" DEC / Lic. No. 51495 09/6/23 ILLI a I f, 0 13+50 \ // J \ // fl �o u o 14+00 14+50 I/>E15+515+00 c I— WTR / / H m 3 VAL VE� / C9 CC� I _ _ — — — I 1 m �SC6LE: 1" - 50' � 0 3 TBM. SPIKE SET \ I \ ELEV=52728' GG /' TMP78-20CI / / ~ REPLACE COMMUNICATION UNIVERSITY OF VIRGINIA FOUNDATION / Q — ��G�� PEDESTAL; COORDINATE DB. 2712, PG. 325 WITH PROVIDER INS NO. 202200012319 (BLA) 18" DEC / Q 24' MAP 11 24"MAP 9SAy TMP 6 '9<�-A WORRELL LL LAND & DEVELOPMENT COMPANY, LC DB. 1080, PG. 531 ryrya \ UC � p \/ e DOMESTIC WATER — — /6. x6" REDUCER, SERVICE &METER 3'x4' PAD FOR MECHANICAL EQUIPMENT; REFER TO _ G 6" VALVE & 0 (ASSUMED 1"; SIZE TO BE MECHANICAL PLANS — Q TO FIRE HYDRANT <.. CONFIRMED BY ACSA) OG'T � \ P � 8"OQK Q COORDINATE CONNECTIONS WITH I.I \ /5 s PLUMBING PLANS I'f � Q ',o BUILDING MOUNTED \ FIRE DEPARTMENT x O OL M ¢ J U W Z w — n O v z H 30U�)Q U U')w U) � N z O =U>� c ^ �_ N i NOTE: a SEE SHEET C7.2 FOR UTILITY PROFILES D ~ O x c� 0 x F 0 w w w U t] z O DATE W 0 0911512023 DRAWN BY } R. VAN NIEKERK • DESIGNED BY _ _ 7 20'ACSAWATERLINE X CONNECTION �� 20 ------------ VAN NIEKER \\\� (EASEMENT INST.#_ G CO ON (FDC) I s 'h • K UzzA,,`�t..M1M1.�>' ��K \ Qo \\ POST INDICATOR D 98, �qA • CHECKED BY �lI "REVEAL �nq \• 2\ V ' VALVE(PIV) I tea Isl- NO RAMP 2.5°BEND 8"x4" TEE FOR FIRE SERVICE. 0 ;, . � � 48"OAK �° y9�>, 'so•. � _ • • SCALE GATE VALVE ON SERVICE LINE 1„-30' IS THE END OF PUBLIC SYSTEM /� S SS' • OAK \ O t 2 • `\ A —� RTti Go 15'x9' PAD FOR MECHANICAL ENCLOSURE; REFER TO I w MECHANICAL PLANS Q Q /O F Qv av OAK ? \ �oRegq A� 3 e</cp s� JG� W 'a �j`� To CEMETERY ^ I \ \ U \ / RE-ROUTE EXISTING UTILITIES ° \ ` 48"OAK \ IL rn \ I \ AS REQUIRED; COORDINATE .° d OGr O�h/ V \ \ WITH PROVIDERS 6 �\ r " PVC SANITARY SEWER l h \ \ \ \ \ LATERAL (PRIVATE); \ � o i �\ Oj COORDINATE WITH ?6y' I I ✓ \ \ \ \\ Q G Oj� J PLUMBING PLANS / v/i \ o \ \ \" RE-ROUTE EXISTING UTILITIES \moo // I J /w/ \Lu AS REQUIRED; COORDINATE ��o- / v J i WITH PROVIDERS � / � ,I , � ✓i I \ 4 \ \ \\ ELEC. TRANS . \ •< U 45° BEND / - ✓ Q 3.0'x 4.2' II OA��C U/G COMM FIBER —UFO � I' v/i✓ II \ mq 3.8'x4J'CONCI) \ / 10 _UFO (BRIGHTSPEED) — UFO— If / II Lu J a TBM: SPIKE SET �' - .. ✓ — Z ELEV.=5178T \ \\\�' ' _ SEGMENTAL BLOCK / � vl,i y i \ % \ O 14'x32' PAD FOR FENCED RETAINING WALL ER ✓✓il / I } Q m 8"Ok1K GENERATOR ENCLOSURE; UG U/GP,Qr ION) iv✓/ \ I cC J REFER TO ELECTRICAL PLANS 22.5°BEND (UO II v / r^ / _ _ CL a I I W CONNECT TO EXISTING I \\ •. EP urn. vauLr � ii � ; O O I \ P SEE 3.3'x5.3' ✓ a� 8" WATERLINE. O U H U/G COMM / FIBER J VAU T . I CURB 'U LITL vaut r UTL. iv 2 I 8"X8" TS&V Lu (BRIGHTSPEED/LUMOS) I \\ _ _--___ -- '-- ®�UGP +- ' 45° BEND E IRRIG. HEAD 27x - 2.Yx3.P ✓ - ti � J ORIGINAL NTELOS 10' \ FO _ A C •.,\ I I I (DOMINION /UIG POWER RR��S ('TYP.r�i� a��C \ Q H EASEMENT, LOCATED \ I \ \ _ _ - ---- = _�� =UGe — =�Cp� G2 )0 = �I� +50 Q �O 1? qi Q \ z LU t. . I --- ELEC. rR"x42' CABLEA�EA*T1RLlNE t- "-'�\� 3.o'xa2� U/GCOMM FIBER 11+00 `DB. 4042, PG. 291 I I r \ (3.8'x4.TCONC L - 12+ 18"OAK VAULTKEL20'ACSA WATERLINE - \ wU/G POWER (DOMINIO+00 CURB 8" DIP WATERLINE 527 x30EASEMENT INST. #B FIBER 15p AJ 4OAK LL— C FIBER 2.x4.' - 18"OAK 2 \ SENTARA MARTHA JE W OUTPATIENT FGP W _ U P I -- ASPHALT cj Q.95 MARTHA JEFERSr"OAK —UGP— a POWI 'UG R' I 10 ' Ll: OA } TS OF SURVEY, ITEMS — — I I I II ` 1 � I OUTSIDE LIMITaSARE- v of I I — — — _ — — — — ALBEMARLE COUNTY GlS I ) bo I II II 1 II ----------------- ----- -I - 2'md l u- U � I ^ IIiIII '1 QIlI 1II vw ----------------------- _ Wm JOB N0.____--------- ------------- ------------$59380IP �a \ 0 30' so' -----------------------------------------------_______ SHEET NO. ----------- I I I1 'I 1 _______________ Irl I° I 11 ` c 5 v EL a Re 0 w 0 s 3 a 0 a0 O am 2N 0z a0 02 c m r- c �N a0 O CD w Z zN 0d a F m o o S. a 2 Y X C 0 O L O m C E � 0 m 06 a � 2c 10 a 0 m 0 � U M A = C U m 0.E �0_ L F E �Iammons.comlcgrsAcoun ocAOeceo-sm/n_caycare uvvowneeowwaoao- i vruo.o uKAu.owg I rloaec on v/ nxzvzo a: -Is rm I oy na uyn narger loom U/G POWER (DOMINION) 1 Iry_` UI 41;11 PFRq SARFP 3 \\ 52' '( I �_�•-525 I I I 11 I I I I I I TIMMONS GROUP .•-':'•. N Ui 0 T7 N N N Z fn'(A 2 A 2 mZ70Z �OOmTm m0F'�Xm a0m,t;a Om000 T n � O �Dzo> <mmoo A� ° oo Z Z = < m oAQ�� Dy>> rU) M rn o O = n O z m THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com N N DATE REVISION DESCRIPTION SENTARA MARTHA JEFFERSON HOSPITAL EARLY LEARNING CENTER ° m o m z z v° M m D O Q) 0 o ALBEMARLE COUNRY, VA W o o m ru m z N m O o _ < m � m { o GRADING AND DRAINAGE � N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 203: 24" Basin - Circular Grate STA 10+27.63 TOP 523.49 INV IN 516.74 (204) INV IN 519.89 (220) INV OUT 516.64 (202) 201:STORM MANHOLE STA 10+00.00 TOP 521.98 INV IN 515.97 (216) INV IN 516.43 (202) INV OUT 515.67 (200-ISO) INV OUT 517.67 (200-MAN) 535 -205: 24" Basin - Circular Grate STA 10+53.92 TOP 522.55 INV IN 517.18 (206) INV OUT 516.93 (204) 207: 30" Basin - Circular Grate STA 10+00.00 TOP 522.37 INV IN 517.75 (208) INV IN 519.47 (212) INV OUT 517.65 (206) 209: 18" Basin - Circular Grate STA 12+23.19 TOP 521.75 INV IN 518.65 (210) INV OUT 518.55 (208) 201: STORM MANHOLE STA 10+00.00 TOP 521.98 INV IN 515.97 (216) INV IN 516.43 (202) INV OUT 515.67 (200-ISO) INV OUT 517.67 (200-MAN) 217: STORM MANHOLE W GRATE COVER STA 10+00.00 211: 15" Basin - Circular Grate TOP 521.40 STA 12+90.06 INV IN 516.49 (218) 223: DI-2A TOP 521.75 INV IN 516.49 (222) STA 11+54.69 INV OUT 519.15 (210) INV OUT 516.39 (216) TOP 520.37 INV OUT 517.00 (222) 535 535 535 530 EXISTING 530 BADE i 525 F ROPOSED 525 BADE i i 204 i i 26.29' OF 520 15" HDPE 520 @ 0.73% 210 208 !JO.20'OF .87' OF 1 'HDPE HDPE 0.75% 515 515 206 202 SSWR 62.06' OF 27.63' OF CROSSING 15" HDPE 15" HDPE @ 0.76% @ 0.75% 510 510 V W W O h ry00 LN "r rov O N N � hN N N 4N)M N � LO 9+50 10+00 302: STORM MANHOLE- STA 10+19.46 TOP 522.45 INV IN 516.96 (313) INV IN 517.21 (309) INV OUT 515.96 (301) 300: STORM MANHOLE STA 10+00.00 TOP 522.65 INV IN 515.77 (301) INV OUT 517.67 (300-MAN) INV OUT 515.67 (300-ISO) .ri3ri 11+00 12+00 STR201-STR211 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 530 530 525 ppopriqm 1 1 525 GRADE. EXISTING 520 520 2' 515 4. 4 0.8 222 216 8429' OF 515 70.40' OF 15" HDPE SSWR @ 0.60% CROSSING 15" HDPE @ 0.60% WATER CROSSING 510 510 1-: W 13+00 13+50 9+50 10+00 11+00 STR201-STR223 314: 24" Basin - Circular Grate STA 10+49.32 TOP 523.66 INV IN 517.36 (317) INV IN 519.45 (315) INV OUT 517.26 (313) 318: 24" Basin - Circular Grate STA 10+63.95 306: 15" Basin - Circular Grate TOP 523.75 STA 11+95.73 INV IN 517.60 (303) TOP 523.65 INV OUT 517.50 (317) INV IN 520.60 (319) 304: STORM MANHOLE INV IN 519.12 (307) STA 11+30.22 INV OUT 519.02 (305) TOP 523.27 308: 12" Basin - Circular Grate INV IN 518.36 (305) STA 12+34.12 INV OUT 518.26 (303) TOP 522.00 INV OUT 51 9.50(307) .ri3.�i 1" DOMESTIC WATER LINE CROSSING 530 530 4" FIRE LINE EXISTING CROSSING GRADE P OPOSE 525 G DE 525 520 520 307 305 38.39' OF 3C3 5.51' OF 12" HDPE 66.2 ' OF 2" HDPE @ 1.00% 515 12" DPE @ 1.00% 515 313 317 301 29.86' OF 14.6 ' OF 19.46' OF 12" HDPE 12" 1 IDPE 15" HDPE @ 1.00% @ 1 00% 510 @ 1.00% 510 ^_ ro N 00 N'D NWT N� Nto �(V �m �C) hco 4 C7 U') LO 9+50 10+00 4" FIRE LINE CROSSING - 1" DOMESTIC WATER LINE CROSSING 314: 24" Basin - Circular Grate STA 10+49.32 TOP 523.66 INV IN 517.36 (317) INV IN 519.45 (315) INV OUT 517.26 (313) 316: 12" Basin - Circular Grate STA 10+36.95 TOP 523.75 INV OUT 520.19 (315) 53 530 530 PROPOSED 525 GRADE 525 EXISTING GRADE 520 520 315 36.95' OF HDPE 2.00% 515 515 510 510 N HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 207: 30" Basin - Circular Grate STA 10+00.00 TOP 522.37 INV IN 517.75 (208) INV IN 519.47 (212) INV OUT 517.65 (206) 213: 12" Basin - Circular Grate STA 10+20.73 TOP 523.59 INV IN 520.25 (214) INV OUT 520.09 (212) 530 217: STORM MANHOLE W GRATE COVER STA 10+00.00 TOP 521.40 215: 12" Basin - Circular Grate INV IN 516.49 (218) STA 11+70.69 INV IN 516.49 (222) TOP 523.72 INV OUT 516.39 (216) INV OUT 521.75 (214) 530 530 PROPOSED GRADE 525 525 EXISTING GRADE 520 21 149.9 ' 520 8" HDPE @ 1. 0% 212 20.7 ' OF 515 515 @ 3 00% 510 510 505 505 NM N� Nr N� �N �m ACM �('M Ln Ln 12+00 12+50 9+50 302: STORM MANHOLE STA 10+19.46 TOP 522.45 INV IN 516.96 (313) INV IN 517.21 (309) INV OUT 515.96 (301) 310: DI-313 6 ft Throat STA 10+73.31 TOP 521.11 INV OUT 517.50 (309) 53.ri 10±00 11+00 STR207-STR215 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 306: 15" Basin - Circular Grate STA 11+95.73 TOP 523.65 INV IN 520.60 (319) INV IN 519.12 (307) INV OUT 519.02 (305) ...1S 530 530 PROPOSED GRADE EXISTING GDrIADE 525 525 520 J 520 515 515 L303 CROSS NG 73 31' OF 15 HDPE @ 0.39% 510 510 NLo Nv N m 219: DI-3B 6 ft Throat STA 10+42.19 TOP 520.78 INV OUT 516.80 (218) 530 PROPOSED GRADE 525 525 EXISTING GRADE 520 520 1' 515 515 218 42.19' OF SANITARY 15" HDPE CROSSING @ 0.74% 510 8" MAIN 510 WATER LINE CROSSING 505 505 N ,-Z O N 12+00 12+50 9+50 10+00 11+00 STR217-STR21 g 320: 12" Basin - Circular Grate STA 10+65.00 TOP 523.71 INV OUT 521.25 (319A35 530 530 GRADE GFADE 525 525 520 520 319 65.00' OF 8" HDPE @ 1.00% 515 515 510 510 NC6 N� h Cy to Cry LO HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 NOTES: • INLET SHAPING (IS-1) IS SPECIFIED FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE SPECIFIED FOR STRUCTURES TALLER THAN 12-FEET • WHERE PIPES AND STRUCTURES ARE PROPOSED IN FILL SECTIONS -95% COMPACTION IS REQUIRED • ALL DRAIN BASINS SHALL BE NYLOPLAST OR APPROVED EQUAL 10 Lic. No. 51495 09/6/23 E 0 o, o N N Q 0 > E w ,L E LU �. a LL o 2 O L M Q J U W W J -N d N NN v Z H Y mr x � -j U) _ N = U > ¢Lq �� O N � M a� W J CL O oc 11+00 12+00 12+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 STR300-STR308 STR314-STR316 STR304-310 PROFILE STR306-STR320 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' 0 so VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 50 PROFILE SCALE w H DATE 0911512023 DRAWN BY VAN NIEKERK DESIGNED BY VAN NIEKERK CHECKED BY C. BOLTON SCALE HA" = 50' VA" = 10' LL UJ z U rn V z H z/ LL Q UJ J (n LU LU 1-4 J LL Q > O 0 0U LU w Q LU zwcn m Q LU O LL ~ LL UJ r-1 1� CQ G LU JOB NO. 59380 SHEET NO. C7.0 o VTH 0 D� I CAAiPB�LL"B� 102 Lic. No. 51495 2TOP 522.29 09/l5/23 TOP 523.4949 INV IN 515.65 (100-MAN) INV IN 516.74 (204) 221 INV IN 514.75 (100-UD1) os`rIONAL�� INV IN 519.89 (220) TOP 523.75 INV IN 514.75 (100-UD2) INV OUT 516.64 (202) INV OUT 521.50 (220) INV OUT 514.54 (101) 530 530 535 535 M E 0 0 0 N N C ¢ O > E 530 530 w °i E LU x - o a `o pa C O Lu L M Lo dffi J U W z 525 v ^ `O j 525 > °N O Q» 8" MAIN z� v W rn f? WATER LINE 0 v x o PROPOSED CROSSING w GRADE = v N z U > O 520 i 520 ¢ C� O N > EXISTING m MLU GRADE O J 515 4 1 515 Ln 101 41.84' OF O 15" HDPE @ 1.00% U 510 510 0 x 0 w d w w UN Cm C) z O 9+50 10+00 11+00 9+50 10+00 11+00 (n DATE STR203-STR221 STRE9-STR102 > � 09/15/2023 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' o} VERT SCALE: 1"=5 VERT SCALE: 1"=5 DRAWN BY R. VAN NIEKERK • DESIGNED BY • .VAN NIEKERK • CHECKED BY • C. BOLTON SCALE • HA" = 50' V:1" = 10' UJ z U V z z Q UJ 0 J J � U) NOTES: w LU LL • INLET SHAPING (IS-1) IS J > O SPECIFIED FOR ALL STRUCTURES � � O_ • SAFETY SLABS (SL-1) ARE I--1 z SPECIFIED FOR STRUCTURES OL � TALLER THAN 12-FEET (f OO LU • WHERE PIPES AND Uj STRUCTURES ARE PROPOSED O IN FILL SECTIONS -95% = af LLI COMPACTION IS REQUIRED • ALL DRAIN BASINS SHALL BE z w NYLOPLAST OR APPROVED Q m EQUAL (n Q UJ LL �p LL_ o/J UJ 0 r-1 a Q 10 Q z w 0 0 50 PROFILE SCALE JOB NO. 59380 SHEET NO. C7.1 PROPOSED GRADE EXISTING 525 G DE 525 520 520 80.26 F �2D�0 515 515 510 510 505 505 M O Nv N� STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM DOWNSTREAM SLOPE LENGTH DESCRIPTION INVERT INVERT 101 15" 102 - E9 514.54 514.12 1.00% 41.84 LF 15" HDPE STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 200-MAN 521.70 4.03' 6 "Cleanout 201 521.98 6.31' STORM MANHOLE 203 523.49 6.85' 24" Basin -Circular Grate 205 522.55 5.62' 24" Basin -Circular Grate 207 522.37 4.72' 30" Basin -Circular Grate 209 521.75 3.20' 18" Basin -Circular Grate 211 521.75 2.60' 15" Basin -Circular Grate 213 523.59 3.50' 12" Basin -Circular Grate 215 523.72 1.97' 12" Basin -Circular Grate 217 521.40 5.01' STORM MANHOLE W GRATE COVER 219 520.78 3.98' DI-3B 6 ft Throat 221 523.75 2.25' 12" Basin -Circular Grate 223 520.37 3.37' DI-ZA STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 200-ISO 18" 201 - 200-ISO 515.67 515.67 0.00% 6.09 LF 18" HDPE 200-MAN 24" 201 - 200-MAN 517.67 517.67 0.00% 13.91 LF 24" HDPE 202 15" 203 - 201 516.64 516.43 0.75% 27.63 LF 15" HDPE 204 15" 205 - 203 516.93 516.74 0.73% 26.29 LF 15" HDPE 206 15" 207 - 205 517.65 517.18 0.76°k 62.06 LF 15" HDPE 208 15" 209 - 207 518.55 517.75 0.75°k 107.20 LF 15" HDPE 210 15" 211 - 209 519.15 518.65 0.75°k 66.87 LF 15" HDPE 212 8" 213 - 207 520.09 519.47 3.00% 20.73 LF 8" HDPE 214 8" 215 - 213 521.75 520.25 1.00% 149.97 LF 8" HDPE 216 15" 217 - 201 516.39 515.97 0.60% 70.40 LF 15" HDPE 218 15" 219 - 217 516.80 516.49 0.74% 42.19 LF 15" HDPE 220 6" 221 - 203 521.50 519.89 2.00% 80.26 LF 6" HDPE 222 15" 223 - 217 517.00 516.49 0.60% 84.29 LF 15" HDPE STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION E9 516.40 2.38' EXISTING INLET 102 522.29 7.75' DETENTION SYSTEM CONTROL STRUCTURE STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 300 522.65 6.98' STORM MANHOLE 300-ISO 522.72 7.05' 6 "Cleanout 302 522.45 6.49' STORM MANHOLE 304 523.27 5.01' STORM MANHOLE 306 523.65 4.63' 15" Basin -Circular Grate 308 522.00 2.50' 12" Basin -Circular Grate 310 521.11 3.61' DI-3B 6 ft Throat 314 523.66 6.40' 24" Basin -Circular Grate 316 523.75 3.56' 12" Basin -Circular Grate 318 523.75 6.25' 24" Basin -Circular Grate 320 523.71 2.46' 12" Basin -Circular Grate STORM PIPE TABLE PIPE# DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 300-ISO 18" 300 - 300-ISO 515.67 515.67 0.00% 6.13 LF 18" HDPE 300-MAN 24" 300 - 300-MAN 517.67 517.67 0.00% 13.89 LF 24" HDPE 301 15" 302 - 300 515.96 515.77 1.00% 19.46 LF 15" HDPE 303 12" 304 - 318 518.26 517.60 1.00% 66.28 LF 12" HDPE 305 12" 306 - 304 519.02 518.36 1.00% 65.51 LF 12" HDPE 307 12" 308 - 306 519.50 519.12 1.00% 38.39 LF 12" HDPE 309 15" 310 - 302 517.50 517.21 0.39% 73.31 LF 15" HDPE 313 12" 314 - 302 517.26 516.96 1.00% 29.86 LF 12" HDPE 315 8" 316 - 314 520.19 519.45 2.00% 36.95 LF 8" HDPE 317 12" 318 - 314 517.50 517.36 1.00% 14.63 LF 12" HDPE 319 8" 320 - 306 521.25 520.60 1.00% 65.00 LF 8" HDPE VTH 0 D� I STA 20+67.43 12 TOP 523.60 INV IN 519.00 (13) UE. CAMPBELL B� INV OUT 515.24 (11) lac. No. 51495 sTA 10+00.00 09/l5/23 TOP (1) STA 10+59.72 STA 12+38.11 7�� TA 15+93.32 STA 17+98.95 STA 19+78.86 INV IN 494.22 (1) 2 4 8 TOP 520.00 10 TOP 517.97 TOP 1 + 55 OP 520.00 TOP 520.89 1 INV IN 492.87 (EX1) INV IN 504.77 (3) INV IN 506.65 (5) V IN 510.30 (7) INV IN 512.46 (9) INV IN 514.36 (11) `IONALINV OUT 45 20.72 (EX2) INV OUT 499.48 (1) INV OUT 50655(3) V OUT 510.20 (5) INV OUT 512.36 (7) INV OUT 514.26 (9) 530 n E 0 0 rn u N 6 N C > E w a E �.Lu IE ¢`.'" 3 U. LL o ^ D O L M Q j U W Z w -vn O .. V' W N M O ' x � �oJC �� w o¢ �� U) =u O c a, U N w M VC o W J 0 x ii x 0 w w w _ ¢ Q z O U7 DATE 0 0911512023 } DRAWN BY R. VAN NIEKERK • DESIGNED BY • .VAN NIEKERK • CHECKED BY • C. BOLTON SCALE • H:1" = 50' VA" = 10, 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 • SANITARY PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 w z U CD z z w 0 J 525 525 J NOTES: SANITARY SEWER SCHEDULE INLET SHAPING (IS-1) IS SPECIFIED Q FOR ALL STRUCTURES Lu (n • SAFETY SLABS (SL-1) ARE J Q LLJ SPECIFIED FOR STRUCTURES > _I 91 TOP = 499.10 Q LL INV IN = 494.22 (V� TALLER THAN 12-FEET EX • WHERE PIPES AND STRUCTURES INV IN = 492.87 (NW) I-1 Z INV OUT = 492.72 (SE) ARE PROPOSED IN FILL SECTIONS O 95 /o COMPACTION IS REQUIRED • ALL SANITARY SEWER uU a TOP = 517.97 2 INV IN = 504.77 (W) INSTALLATIONS SHALL COMPLY J INV OUT = 499.48 (E) WITH ACSA STANDARDS EVEN = Q THOUGH SYSTEM SHALL BE TOP = 518.55 PRIVATE. z w J 4 INV IN = 506.65 (W) Oca Q INV OUT = 506.55 (E) TOP = 520.00 uj 6 INV IN = 510.30 (N) LL INV OUT = 510.20 (E) LL uj TOP = 520.00 r ) 8 INV IN = 512.46 (N) INV OUT = 512.36 (S) 0 TOP = 520.89 10 INV IN = 514.36 (NE) INV OUT = 514.26 (S) Ca TOP = 523.60 G 5 12 INV IN = 519.00 (NW) INV OUT = 515.24 (SW) 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 WATERLINE PROFILE (1) w 0 HORIZ SCALE: 1"=50' L� 0 50 VERT SCALE: V=5 PROFILE SCALE JOB NO. so 59380 SHEET NO. C7.2 GIS CONTOURS 10+0 T018+56 EXISTING GRA E � SURVEY) 525 525 PROPOSED G DE ISTING GRAD ( LBAMARLE GIS) 520 8" WATER 520 - CROSSING 6.50 OF STORM � 6" P C 515 ROBBING @ 2. 0% 515 1 / 88.5 ' OF 9 176. F / PV (� 1.00% STORM 510 7 5.63' OF 1.0 � CROSSIN S 510 6" PVC 5 @ 1.00% 55.21' OF g" PVC 505 1.00% 505 � 178. 9' OF 6„ VC (� 1.00°k 500 500 ONNECTION 495 495 6 490 490 ^ o 0 0 o w o ^ ^ ^ ^ ^ o 0 0 0 0 0 o0 O O O O O O O O O O O O Oco Ow 00 ^u� M. a h h h h h h h h h h h h h h h h h h 0 h 0 h h M N N N N 45° HORIZONTAL BEND / 11. 5° VERTICAL END 13+48.7 � 3.5' 520 ------ _ ---� - 09 - 520 22 1 g 6" GAT VALVE 11.25° VERTICAL BE D 11+18. 9 i 515 22.50° VERTICAL BEND 101 515 12+64.19 1 +33.46 8"X6" REDUCER 22.50° HORIZON TAL B ND 11. 5° VERTICAL i END 2" CORP STOP 10+07.4 45° VERTICAL BEND SANITARY 14+s1.43 PIPE 11 I 8" X 6" TEE EE 8" GATE VALVE 12+gg.gg 22.50° RIZONTAL BEND 510 510 45 HORIZONTAL BEND 12 97.31 11 25° VERTICAL END 13 23.98 505 505 500 500 CO �n o^o o^o N N � ro � � � � o^o h h h h h h h h h h h h h PIPE TABLE PIPE NAME SIZE LENGTH SLOPE BEARING 9 6" 179.91 LF 1.00% S14° 44' 16"W 5 6" 355.21 LF 1.00°k S74° 58' 22"E 3 6" 178.39 LF 1.00°k N88° 02' 39"E 1 6" 59.72 LF 8.80°k S68° 51' 34"E 7 6" 205.63 LF 1.00% S14° 21' 04"W 13 6" 6.50 LF 2.00% S24° 14' 01"E 11 6" 88.58 LF 1.00°k S46° 12' 33"W EX1 8" 7.99 LF 0.00% S28° 04' 27"E EX2 6" 95.68 LF 0.91 % S48° 49' 04"E SEWER STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX 499.10 6.38' EX MH 2 517.97 18.50' 48" DROP MH 4 518.55 12.00' 48" Manhole 6 520.00 9.80' 48" Manhole 8 520.00 7.64' 48" Manhole 10 520.89 6.63' 48" Manhole 12 523.60 8.36' 48" Manhole \\timmons.com\tgfs\300\103\59380-smjh_daycare\DWG\Sheet\CD\59380-103-C10.0-DIST-PROF.dv✓g I Plotted on 9/15/20234:16 PM I by Kaitlyn Barger m cn O N N W O CT O (T O �m m� nx wo x ° z n I°° N m I 1 n 519.3 x i o m° 519.5 { A wm C, 519.5 1 518.2 I I = I ° I 517.5 1 n m 0 N 517.9 i Wm n Wo T 516.3 I ch N N W O Cn O Cn O un W G \ ° d \\ \\ \ I \ I \ 1 \Xo\ \ j 01 x \ I \ \\ \ I161 \ I / O I \ 1 ` • • •• THIS DRAWING PREPARED AT THE TIMMONS ROUP• • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com SENTARA MARTHA JEFFERSON HOSPITAL EARLY LEARNING CENTER , m ; DATE REVISION DESCRIPTION Vl C = n N C7 � o ALBEMARLE COUNRY, VA ,i cn r- o o m m m N 1 O o �� 2 < m m m < o SIGHT DISTANCE PROFILES N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. \\timmons.com\tgfs\300\103\59380-smjh_daycare\DWG\Sheet\CD\59380-103-L1.0-LAND.dwg I Plotted on 9/15/20234:15 PM I by Connor Rothermel / 0 / / / / I / \ I I I I � I I / I \ I I p / o — / = -- 524 / y26 - - - - - - , / / i -- i P 25 / 100, /gl ' / oe / / / \ / 0 / N / o / o_ TIMMONS GROUP .•-':'•. THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com N m O o O ° SENTARA MARTHA JEFFERSON HEALTH DAYCARE ALBEMARLE COUNRY, VA II r) ow m = n o 3 z m= A 3 0 z A ti m w DATE REVISION DESCRIPTION LANDSCAPE PLAN v O z -< M 00 rn � 2 m CO Z m _ w w oo z 0 O m C M m z F> z c C D z D X D D D K O r m m ru m -E -< M D c g M - m These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. MAINTENANCE • OWNER IS RESPONSIBLE FOR LIFETIME MAINTENANCE AND HEALTH OF REQUIRED LANDSCAPING. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT l PLAN VIEW ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE I gt-p SAUCER. SOIL. INCORPORATE SLOW -RELEASE �; I�)BACKFILL `1I�!�ll�Ilrll h:'�Inl�1Ali71 1" COMPOST LAYER J�1�►� t:{;•;•::r01IGRANULAR FERTILIZER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH — 3 X ROOTBALL I LARGE CROWNS, 2" CALIPER OR DIAMETER � GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP Y3 OF BAL BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES I QTY I BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ROOT BET BHH 3 1 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2" CAL. B&B SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT HYP PRO 6 HYPERICUM PROLIFICUM SHRUBBY ST. JOHN'S WORT 24" HT./SPRD. JUN GRY 65 JUNIPERUS X'GREY OWL' GREY OWL JUNIPER 24" HT./SPRD. 3 GAL. EXISTING TREE SCHEDULE EXISTING OAK TREE 17 EXISTING PINE TREE 2 INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code PARKING LOT REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED PARKING LOT #1 5% GROSS PARKING 9,375 SF 9,378 x .05 = 469 SF 469 SF 860 SF AREA INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code PARKING LOT REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED PARKING LOT #1 1 LG. OR 1 MED. SHADE TREE 17 NEW PARKING SPACES 17/10 = 1.7 2 LG. OR MED. SHADE 3 LARGE SHADE PER 10 PARKING SPACES TREES TREES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.95 AC (GROSS SITE 1.95 AC x .1 = .195 AC = 7,427 SF(EXISTING) + AREA) 10% COVER 8,494.2 SF 8,494.2 SF 1,605 SF (PROPOSED) _ 9,032 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. CHARLES/E. RAPP ILic. No. 0406001784 0911512023 AV n E 0 o, o N N C ¢ o > E w ,L E LU �. a U. o D O L M Q J U W w J — N d N N N LU v Z H Y R x �_< U) _ N = U > c rn O N � M OJ J CL O oc H w DATE 0911512023 DRAWN BY M. R4CHNER DESIGNED BY M. RACHNER CHECKED BY C. RAPP SCALE N.A. LU U 0 J J Q W w z>� Ora �°� �� o LL Q z LU m LU r, Q a Q U _ (1) b z z LU v7 JOB NO. 59380 SHEET NO. L2.0 0� 0 / / / p.5 5 / / / P P 0000, % � 3 p4p' .5 p.] 9 / P'' Z' -, 3 .0 1° P. / M p.a P.3` Pa M, P6 q° P19YGR600 oU ND p.5 P1 p.5 p9 )3 D \ � J P.9 .1.--.- �\ \ ` \ PA P P t xI'0 \ \ \ p.5 p.] p9 / \ D g D p.4 p.6 p] / ',, p.5 p.6 p8 1.1 .. u \ p.5 D P.7 p.9 to / P. AP.7 � D \ \ ` •\ kk\ \ \ �' p.5 p.] pa / D 1 ; P.2 P.5 p.6 pa )2 D 1 p.4 p.6 pa / )o CD ps p.] 1.0 1.2 �. \ a 6'�ryP) p.4 p.6 p9 1.1 1 / P.0 I I I p.5 5 � 1000, p.F 00000 ,1 I ' p.3 p.5 p.8 P p.2 p.5 p] p.9 D° a z° a $ I D D D p.3 p.5 p] i P'" I I p.3 p.5 p] p 4.1 - -- -- - ---I - _ _ -'' b f.2 p.3 p.5 p.2 p.3 PA I P P 3 I p.2 p.2 ( - / \ D - �_ 6D g, ` .j` P,o . P� ,0 nw 1 527.BB Prepared by: FEDERATED LIGHTING VIRGINIA 1806 SUMMIT AVE SUITE 300 Richmond, VA 23230 Tel: 804-533-3100 www.flvirginia.com NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF FEDERATED LIGHTING VIRGINIA. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. SCALE 1 "=20' 0 20' 40' m E 0 0 rn u N vJ N C > E E w Q y : 3 LL w O L M j U m Z wJy-w O a_/ H '3x U �ww o� w oa � S a N Z V > N O = ~ C U) N i � M Lu � a� OJ J � H 0 O C7 0 O z 2 F w w v Q z O 0 DATE 0911512023 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY C. RAPP SCALE Lu U CCL a J J U Lu W 2 � z>o O o a Lu w LL � Z ww Q r"1 a (D Q Z LZ ^ C J Lu G � F1 � L/u JOB NO. 59380 SHEET NO. L3.O E TM 531.41 KAD LED LED Area Luminaire - MA g1 RNE FPIfISIY Specifications EPA: 1.2 ft` (0.11 mi Length: 17-1/2" W-5 m0 Width: 17-1/2" (44.5.) Height: 7-1/8" (18.1 cm) Weight 361bs. (max): (16.4 kg) r `atalog IrNumber r rvotes 1i Capable Luminaire This item is an A+ capable luminaire, which. has been designed and tested to provide consistent color appearance and system -level interoperability. • All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTL® controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperabilityl • This luminaire is part of an A+ Certified solution for ROAMw2 control networks, providing out - of -the -box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background' To learn more about A+, visit www.acuitybrands.com/aphis. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam Link to DTL DLL A+(apableoptions indicated by this color background. • • ' EXAMPLE: KAD LED 40C 1000 40K R5 MVOLT SPD04 DDBXD KADLED T H i L�� KAD LED 20CI 20IFDs 530 530 mill 30K 3000K R2 Typell MVOLT' 2771 Shipped Included Shipped separately 30CI 30LPDs 700 700 mA 40K 4000K R3 Type111 1204 3471a SPUMBAK_ Square pole universal mounting adaptors B4 4"arm DAD12P Degreeann 40C 40 LEDs 1000 1000mA 50K 5000K R4 Type IV 20845 48014 RPUMBAK_ Round pole universal mounting adaptor a D9 grain (pole) 60C fit LEDs R5 Typi 2400 SPD_ Squarepole 12 12'arms DADI2WB Degreearm RPD_ Round pole (wall) KMA Mastarm WWO_ Woadpoleorwall external fitter Shipped installed PER5 NEMA twist-lockfive-wire receptacle only Pill Bi-level, motion/ambient sensor, (no controls)'A' 8-15'mounfing heigh3 ambient PER7 Seven -wire receptacle only (no commh)'A' sensor enabled at IIt SF Single fuse (120, 2771 4 BRHiFC3V BSI3Pmmunfiniamble, sensr, nt o DF Double fuse(208,240,4WV) 4 sellsorenabledat liCx'^"'t1 PIP Bi-level, motion/ambient serear, 8-15'mofill BL30 Bided] switched dimming. height, ambiemsensor enabled atSic '141'4O 3096"'"'" PIRH Bi-lewd,motion/ambiemsensor, 15-30'mounfing BL50 Bi-leyel switched dimming height, ambient sensor enabled at5lc'1 509631 Shipped separately 15 HS Houseside shield's WG Wreguard DDBXD Darkbronze DDBTXD Textured dark DBLXD Black bronze DNAXD Natural DBLBXD Textured black aluminum DNATXD Textured natural DWHXD White aluminum DWHGXD Textured white Accessories nordin dandshipped separately DLL127F 1.5 AD Photocell-SSLtwist-1.6020-277)" DLL347F 15 CULAI Photaell- SSL Mist-lock(347V)u DLL48OF 15 CULAI Photocell -SSL Mist-lock(48OV) DSHORT 50KIf Shorting cap17 KADLEDHS20CU Houseside shield for20 LED unit KADLEDHS3DCU Houseside shield for30 LED unit KADLEDHS40CU Houseside shield for 40LED unit KADLEDHS60CU Houseside shield for60 LED unit RMA DDBXDU Man arm adapter(specify finish) PUMBAKDDBXD U' Squareanlround pale unhersal moulting bracket ads mor (specKyfinish) For more control options visit- and online. 'froundpole top must be 325" O.D. minimum. NOTES 1 20C or 30C LED are not available with 530 Drive Current and 34N or 48W. 2 Any Type 5 distribution, fs nor available with WBA 3 Any PIN. with 3130,BL50, is mat available with 2DBV,240J,347148DV or MVOU.. It is only available in 12UV or 277V specified. 4 MVOLT driver operetes on any line vonage from 120-n7V(50160 Hal Single heart ) recall 120, 277 or 347 voltage option. Dauale fine(DF) requires 206, 240 or 480 value option. 5 9"or 12" arm is required when two or mare luminaires are oriented an a 90' drilling pattern. 6 Available as a separate combination accessory: PUMBAK (finlsh) U. 7 happening must be restricted to t45°from horizontal aim per ANSI C136.102010. Not available with motion sensor. 8 Photocell ordered and shipped as a separate lineitem from Amity Branco Controls. See accexories. Not available with DS option. Staining cap induded. 9 IfROAi node required, it mast be ordered and shipped as a separate line hem from Amity Brands Controls. Not available with DCR. Node with integral dimming. Shoring cap included. 10 PIR and PIR1 FC3V specify the control; PlRH and PIRH1 FC3V specify the Sensodwimh SBGR-6ODP cal Dimming direr standan3. Net available with PER5 or PERT. 11 Maximum ambient temperature with 347V or 18W is 30-C. 12 Reference Motion Sensor table. 13 Reference PER table an page 3 to are immensity. 14 Requires an addinional switched dram with same phase as main luminaire power. Apply deal and control drah are required to be in the same phase. 15 Dimming driver standard. MVOLT only. Not available with 347V, 480V, PERS, PERT or PNMT options. 16 Also available as a separate accessory; am Academics information. 17 Requires luminaire to be specifed with PER option. Ordered and shipped as a separate linehem from Amity Brands Controls. remP late#s Top of Pole Tenon Mounting Slipfitter** HANDHOLE ORIENTATION t e C 2-3/8" T20-190 T20-280 T20-290 T20-320' T20-390 T20-490 2-7/8" T25-190 T25-280 T25-290 T25-320 T25-390 T25-490 4" T35-190 T35-280 T35-290 T35-320 T35-390 T35-490 -for mundpalemounmq(RPDFX)aMy. tRequues 9'a 12'arm. Handhole OM19 DM28 DM29 DW9 DIAM lial 2a 2@90' 3@911 4@90' SMe0 Shki SIdeB&C Sideill SidesrIaill pte: RrolmluminalmsWshedfmspe nomend ram LITMXYNLd One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithimma.com KAD-LED LWNp51ill One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • wwx.litherma.com KADLED f L 491111 Ls. O 2012-2023 Acuity Brands Lighting, Inc All rights reserved. Rev. 06/27/23 Page 1 of 5 '. L/6NT/NLs O �12-2023 Acuity Stands Lighting Inc All rights reserved Rev. W27/23 Page 2 of 5 COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR Lumen Ambient Temperature (LAT) Multipliers Electrical Load Use these factors to ddernal relative lumen outputfor average ambieMtemper sture, from cl (32-101 (I 32T 1.02 10°C 50T 1.01 20°C WF 1.00 25X 77T Haiti 30°C WF 1.00 40'C 104T 0.99 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the KAD LED platform in a 2M ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80i and projected per IESNA W-21-11). 0 25,000 So,00O 100,000 KAD LED e0C Hill 1.0 891 0.86 0Jfi KAD LED QC IM 1.0 0.93 0.88 OJ9 KAD UD 600700 1.0 0.98 0.97 o.94 35 120 0.30 208 0.18 20 0.16 277 0.15 347 - 4m - 530 20 71D 45 0.39 023 010 0.18 815 AR low 73 0.61 035 031 0.27 on 817 530 53 844 06 us 010 - - 30 m0 69 058 034 E29 0.% 021 0.16 ION iN B% OLD aW 0.40 on all 530 71 0.0 a5 all 0.29 0.21 0.16 40 7N % on O.W 0.41 036 our 02o low Ri 1.18 li d59 032 11 030 530 1N 0.67 050 OM 039 are an N 700 137 1.15 Us 0311 051 O.W 029 Iwo 216 1.81 lilts 0.9E 021 AM 047 NOTE: All ratings in this table are for a nominal system operated at 25-C ambient temperature. Current and power spedBcatiom in this table do not include branch debt derating specked in the National Electrical Code. Pleae observe all applicable electrical codes and ratings. Option . F Dimmed High level Ph W-11 Stare (whental mad) 0 atlon Dwell Time Hamp-up time Hamp-dpwn lime PIRor PIRH 3V(37%)Output l0V(10096)Ou[put BUNed@5FC Saw 35ec Smin 'PIR'I'Mor PIRIMP201 3V(37%)Output l0V(10096)Outpd Bubled@1FC Smin 3. 5mIn For use when motion sensor b used as dusk m dawn Nntrpl A Nk_i 'Fulua-pmofineansAnnual dongemmmis In Hafiarc grams k k at a■■■■ IIF21■MENM� i.�w000kik_�.. lim 4M60 =� l : ■%-==M.a ��I�. I■ME . ::��..0 . ■. M ....... ....... '. L/nYON/A _ u6/2nrN� COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705 SERV ari • www.lithonia.cnm 0 2012-2023 Acuity Brands Lighting, Inc All rights reserved Ray. 06/D/2l Page 4 of 5 Lumen Output Lumen values are from pphotometric tests performed in accordance with IESNA LM-79-DB. Data is considered to be representative of the configuretons shown, within the tolerances allowed by Lighting Facts. Contactfactoryfor performancedata on any mnigurationsnot shown here. 530 roilA123 7R5 b1W 1 0 1 Ila 4,4W 1 0 1 127 4,473 1 0 1 HID 1 a 1 118 4,427 1 0 1 126 4,455 1 0 1 1n 4,128 1 0 1 118 4,433 1 0 1 127 4,460 1 0 1 127 4381 2 0 1 125 4,704 3 0 1 134 4,734 3 0 1 135 2D 77W mA5,250 5,271 1 0 1 117 S,fifiO 1 0 1 126 5,6% 1 0 2 77 127 1 0 2 117 5,637 1 0 2 125 5,672 1 0 2 1% 5,256 1 0 2 117 5,W 1 0 2 125 5,679 1 0 2 1% 5,578 3 0 1 124 5990 3 0 1 133 6,027 3 0 1 134 1 DOD mA 73W R2 7,344 1 1 0 2 101 7,886 2 0 2 108 7,935 2 0 2 109 R3 7,314 1 1 0 1 2 100 1 7,854 1 1 1 0 2 108 1 7,903 1 0 2 108 R4 7,32E 1 0 2 100 7,863 1 0 2 108 7,912 1 0 2 108 AS 7,771 3 1 0 1 106 8,345 3 0 1 114 8,397 3 0 1 115 530 roil 53W R2 6,166 1 0 2 116 6,621 1 0 2 125 61 1 0 2 1% A3 6,141 1 0 2 116 6,5% 1 0 2 124 6,635 1 0 2 115 R4 6,148 1 0 2 116 6,602 1 0 2 125 6,643 1 0 2 125 RS 6,525 3 0 1 123 7,006 3 0 1 132 7,050 3 0 1 133 30C 700 roil fi9W R2 7,817 2 0 2 113 S395 2 0 2 122 IrW 2 0 2 1n R3 7,785 1 0 2 113 9,360 2 0 2 121 8,412 2 0 2 1n A4 7,794 1 0 2 113 8,370 1 0 2 121 BA22 1 0 2 122 R5 8,272 3 0 2 120 8,883 1 3 0 2 129 8,938 3 0 2 130 1000 mA 108W R2 10,755 2 0 2 1W 11,549 2 0 2 107 11,421 2 0 2 1N R3 10,711 2 0 2 99 11,502 2 0 2 106 11574 2 0 2 1 77 R4 10,724 2 0 2 99 11,515 2 0 2 107 11,587 2 0 2 1N R5 11,381 3 0 2 He 12,n1 4 0 2 113 12,297 4 0 2 114 530 mA 71W R2 8,156 2 0 2 115 8,758 2 0 2 123 8,812 2 0 2 124 R3 8,122 2 0 2 114 8,722 2 0 2 123 8,776 2 0 2 124 R4 8,132 1 0 2 115 8,732 1 0 2 123 8,786 1 0 2 124 R5 8,630 3 0 2 to 9,267 3 0 2 131 9,UM 3 0 2 131 40C 700 roil 94W R2 10,2m 2 0 2 109 11,045 2 0 2 118 11,114 2 0 2 118 R3 10,244 2 0 2 109 11,000 2 0 2 117 11,069 2 0 2 118 A4 10,156 2 0 2 109 11,013 2 0 2 117 11,081 2 0 2 118 AS 10,884 3 0 2 116 11M 4 0 2 124 11,761 4 0 2 125 1000 mA 141W R2 13,923 2 0 2 99 14,951 2 a 2 106 15,111 2 0 2 107 R3 13JM 2 0 3 98 14,890 2 0 3 106 14,983 2 0 3 106 R4 1302 2 0 3 98 14,907 2 0 3 106 15,11N 2 0 1 3 106 R5 14,733 4 0 2 104 1541 4 0 2 112 15,920 1 4 0 2 113 530 mA 103W R2 11,9% 2 0 2 116 12,882 2 0 2 125 12,%3 2 0 2 126 R3 11,947 2 0 2 116 12,829 2 0 2 125 12909 2 0 2 125 R4 ll,%l 2 1 0 2 116 12894 2 0 2 125 12,925 2 0 2 125 R5 12.6% 4 1 0 2 123 13,632 4 0 2 132 13,717 4 0 2 133 WC 700 mA 137W R2 14,927 2 0 2 109 16,029 3 0 3 117 16,130 3 0 3 118 R3 14AM 2 0 3 To 15,964 2 0 3 117 16,063 2 0 3 117 R4 14,884 2 to 15,982 2 0 3 117 16p82 2 0 3 117 A5 15,7% 2 115 16,962 4 0 2 124 17,068 4 0 2 125 mil 216W R2 19,328 3 89 29,754 3 0 3 % 20,884 3 0 3 971000 R3 19,748 t 3 89 2k669 3 0 4 % 20,799 34R4 19,271 3 89 20,693 3 0 4 % 20,823 3 0 4 %RS 20,452 2 95 21,%2 4 0 2 102 1 22,099 1 4 1 0 1 2 102 '. L/T//ONLd L/GNT/N/,le. COMMERCIAL OUTDOOR FEATURES & SPEUFICATIONS One Lithonia Way • Conyers, Georgia 3001E • Phone: 800-705-SERV V378) • www.lithoma.com O 201E-2023 Acuity Brands Lighting, Inc All rights reserved. INTENDED USE The energy savings and long life of the KAD LED area luminaire make it a reliable choice for illuminating sreets walkwa Parking lots and surrounding areas. CONSTRUCTION Single -piece diacast, aluminum housing with contoured edges has a 0.17 nominal wall thickness. Dietcast doorframe has an impact -resistant, tempered glass lens that is fully Delivered with one piece tubular silicone. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled muai-stage process ensures a mrlang m 3 mils thickness for a finish that can withstand extreme climate p changes without acking or peeling. OPDCS Precision -molded refractive acrylic lenses are available in four distributions. Light engines are available in standard 100101c 300DK or 500190 CRI)configurations. ELECTRICAL Light engine consists of high-efficaq LEDs mounted to a metalcore circuit board and aluminum heat sink ensuring optimal thermal management and long fife. Class 1 electronic driver has is power factor>90%, THD <20%, and has an expected life of 100,000 hours with <1%failure rate. Easily - serviceable surge protection device meets a minimum Category C Low (per ANSIAEEE C6241.2). '. L/nYONLA _ u6/miVAIM. COMMERCIAL OUTDOOR CAD -LED Rev. 0627/23 Page 3 of 5 INSTAI3ATION included universal mounting block and extruded aluminum arm facilitate quick and awry installation usingn sainting drilling ahem. Stainless steel boas fasten the luminaire nearly g gp to the mounting block searing it to polese KADorwalls.L The KAD LED can withstand -S ri s (Template G vibration load rating per ANSI C136.31. The KAD LED also utilizes the standard K-Series (Template AS) for pole drilling. LISTINGS CSA certified to U.S. and Canadian standards. Luminaire is IP65 rated. Rated for-40-C minimum ambient BUY AMERICAN ACT This product is assembled in the USA and meats the Buy American) government procurement requirements under FAR, DFARS and DOT regulations. Please refer to www.acuitybrands.corm/resources/buy-american for additional information. WARRANTY limited 5-year womanly. provided and no other statements in this r b This is the only w aty specification sheet create any warranty offsay kind. All other eryress and implied warranties are disclaimed.Complete warranty temp located at www.aaitybrandscorfVsuWorVwaranty/terms-and-mnddions Nate: Actual performance may differ as a result of end -user environment and application. All values are design "Fiscal values, measured under laboratory conditions at 25 C. Specifications subject to change without notice. One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • wassidithonia.com O MI2-A23 Amity Brands Lighting, Inc All rights reserved. KAD-LED Rev 06/27/23 Page 5 of 5 M E CD O On u N vi N Q O > E w a E U do QMi 1 3 LL U.wo o DY W L m Q J U W W J -N >orn [1 N NLU N all Y X Q30 L)Q K ix L oa =� U) = v N = U � > ~ c rn C, aT N � M d � CD J ul H CL O oc E H Z O H 0- of U W Z O w (1' w Q C1 DATE 0911512023 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY C. RAPP SCALE W 2 J W W LU z>� L 1 v, z Z) W o U J LPL a Z Il W 2: w ca Q CD r J F- z LU -, V JOB NO. 59380 9/16' m.. n nn1 a -ten' LtA' SHEET NO. L4.0 STAFF ANALYSIS STAFF PERSON: BOARD OF SUPERVISORS PROJECT: PARCEL IDs: Syd Shoaf, Senior Planner I November 1, 2023 SE202300032 Sentara Martha Jefferson Hospital Early Learning Center 07800-00-00-03110 Proposed special exception to waive the 30-foot maximum front setback requirement in County Code §18-4.20. PROPOSAL The applicant requests a special exception to waive the maximum front setback required by County Code §18-4.20 as it applies to Parcel ID 07800-00-00-03110. The County Code requires commercial districts to have a maximum front setback of 30 feet. However, County Code § 18- 4.20(a)(2) allows any maximum front setback to be increased by special exception to accommodate low impact design, unique parking or circulation plans, or a unique target market design. Currently, the site has a Major Amendment under review (SDP202300058) to construct a new one-story 13,250 square foot daycare building, a new 11,600 square foot playground, and 17 new parking spaces on an existing lot with a three-story, 90,730 square foot medical office (Martha Jefferson Outpatient Care Center) and 432 parking spaces. This special exception request is for the new one-story daycare building to be set back between 90-120 feet from Martha Jefferson Drive. The applicant is proposing for the new parking area to be between the daycare building and the right-of-way. The purpose of this configuration is to provide adequate separation between vehicles and the playground area. If this special exception were to be approved, it would allow the playground area to be on the opposite side of the proposed daycare building away from the parking lot and right-of-way. CHARACTER OF THE AREA Though the property is 13.39 acres in total, this proposed special exception would be limited to the proposed daycare building area, which is 1.95 acres. The property is zoned Planned Development Mixed Commercial (PDMC) and is subject to ZMA200100015. The property has frontage on both Peter Jefferson Parkway and Martha Jefferson Drive. Though currently the only access is from Peter Jefferson Parkway, the Major Amendment under review (SDP202300058) is proposing to create an entrance on Martha Jefferson Drive. Though the surrounding area is all zoned PDMC, existing commercial buildings were built prior to the County's current commercial maximum setback requirement. ANALYSIS OF SPECIAL EXCEPTION REQUEST Under County Code § 18-33.9(a), factors, standards, criteria, and findings, however denominated, in the applicable sections of the Zoning Ordinance, are to be considered in special exception applications. The Board of Supervisors does not need to make specific findings in order to approve this special exception. Though County Code §18-4.20(a)(1) provides for an administrative increase in certain maximum front setbacks, not all of its criteria are met: The maximum front setback shall be increased to the depth necessary to avoid existing utilities, significant existing vegetation, steep slopes, perennial and intermittent streams, stream buffers, public spaces and public plazas shown as such on an approved site plan or subdivision plat, to satisfy a condition of a certificate of appropriateness, and in circumstances where there are multiple buildings on the same lot and prevailing development patterns. On any parcel with multiple main buildings, at least one main building shall meet the maximum setback. The one main building located on the parcel does not meet the maximum setback. The prevailing building pattern within the PDMC is buildings set back farther than 30 feet from adjacent roads. A special exception may instead be considered under County Code §18-4.20(a)(2): 2. The maximum front setback may be increased by special exception to accommodate low impact design, unique parking or circulation plans, or a unique target market design. The increase in maximum front setback may be achieved through a special exception. In this circumstance, existing circulation patterns and the location necessary for parking, given the daycare use and need to safely locate the playground, are sufficient circumstances to grant a special exception. In the absence of additional special exception factors, staff has further evaluated this request based on the intent of the Planned Development Districts — Generally zoning district and the Neighborhood Model Principles of the Comprehensive Plan, including criteria contained in County Code § 18- 8.5.5.3(c), land use recommendations from the Pantops Master Plan, and relevant Neighborhood Model Principles contained in Chapter 8 of the Albemarle County Comprehensive Plan. Staff offers the following analysis of the proposed special exception against these criteria: County Code § 18-8.5.5.3(c): (1) Is consistent with the goals and objectives in the comprehensive plan; The intent of planned districts such as PDMC is "to permit development of large-scale commercial areas with a broad range of commercial uses under a unified planned approach." Additionally, "In recognition that such large-scale development may substantially reduce the functional integrity and safety of public roads if permitted with unplanned access, it is intended that multiple access to existing public roads be discouraged and that development and access be oriented toward an internal road system having carefully planned intersections with existing public roads." The proposed special exception would not be inconsistent with the intent of PDMC district because the proposed front setbacks would be consistent with other existing buildings within this PDMC district. The proposed daycare building supports the surrounding employment centers and neighborhood. Additionally, if the proposed special except request were to be approved, it would create a new entrancelexit onto an existing public road in the existing PDMC district's internal road system. Evaluation criteria is met. (2) does not increase the approved development density or intensity of development; The proposed waiver would not increase the density or intensity of development. The application plan from ZMA200100015 did not include a maximum square footage limitation for this PDMC district. Evaluation criteria is met. (3) does not adversely affect the timing and phasing of development of any other development in the zoning district; The proposed waiver would not affect the timing and phasing of development of any other development in the zoning district. Evaluation criteria is met. (4) does not require a special use permit; Not applicable. This is a special exception waiver request. (5) is in general accord with the purpose and intent of the approved application Analysis relative to the Comprehensive Plan: Development Areas Objective 2: Create a physical environment that supports healthy lifestyles through the application of the Neighborhood Model Principles. Pedestrian Orientation If the special exception were to be approved, the developer would build the parking lot between the proposed building and Martha Jefferson Drive. Part of this construction would include new sidewalks that would connect the new building and other sidewalks/pedestrian pathways within this parcel and PDMC district. Currently there are no sidewalks in this part of the PDMC district. This proposal would be an opportunity to provide more connectivity and safety for pedestrians. Multimodal Transportation Opportunities The waiver of the maximum front setback would allow the developer to build new sidewalks that would connect to new and existing buildings and to existing sidewalks in the PDMC district. Buildings and Space for Human Scale and Relegated Parking The building setback would vary between 90-120 feet from the right-of-way. Waiving the maximum setback would allow a parking lot, landscaping areas, and new sidewalks to be constructed between the building and the right-of-way. Although a parking lot would be created, the additions of new landscaping areas and sidewalks would provide open-air space and buffering for pedestrians. Development Areas Objective 5: Promote density within the Development Areas to help create new compact urban places. By waiving the front maximum setback requirement, the developer would be able to construct a playground behind the proposed daycare building. This would result in infill for a use in this PDMC district that would serve employees and residents of the nearby area by providing childcare close to an employment center and surrounding residential areas. RECOMMENDATION Staff recommends that the Board adopt the attached Resolution (Attachment C) to approve a special exception to waive the front -maximum setback requirement on the subject parcel.