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HomeMy WebLinkAboutSDP202000030 Plan - Other (not approved) 2020-03-23CHATTANOOGA - MEDICAL OFFICE BUILDING NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 60-40C2 (0.71 ACRES) PARCEL 60-40C3 (ZMA1998-16) (0.42 ACRES) WP COLONNADE LLC 224 14TH STREET NW CHARLOTTESVILLE, VA 22901 ZONING: HC - HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR OVERLAY DISTRICT: STEEP SLOPES - MANAGED SLOPES OVERLAY DISTRICT AIRPORT IMPACT AREA MAGISTERIAL DISTRICT: JACK JOUETT SOURCE TOPOGRAPHY: TIMMONS GROUP, JANUARY 20, 2020 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET SETBACKS: FRONT: 10' (MINIMUM) FROM THE RIGHT-OF-WAY. OFF-STREET PARKING OR LOADING SPACED ARE NOT ALLOWED IN 10' SETBACK FROM RIGHT OF WAY. SIDE AND REAR: ADJ. TO RESIDENTIAL: 50' (STRUCTURE), 20' (PARKING) ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE PRESENT USE: VACANT COMMERCIAL LAND PROPOSED USE: 9,500 GROSS SF MEDICAL OFFICE SPACE REQUIRED PARKING PER ORDINANCE: MEDICAL OFFICE: 9,500 SF X (1 SPACE / 250 SF) = 38 SPACES PROPOSED PARKING: 38 SPACES ADA PARKING REQUIRED: 2 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 2 SPACES MAXIMUM BUILDING HEIGHT = LESS THAN 30 FEET PROPOSED DISTURBED AREA = 0.86 ACRES EXISTING IMPERVIOUS AREA = 0 ACRES PROPOSED IMPERVIOUS AREA = 0.62 ACRES PROPOSED OPEN SPACE = 0.24 ACRES PROPOSED RECREATION AREA = 0 ACRES WATER SUPPLY: ACSA SANITARY SEWER: ACSA WATERSHED: MEADOW CREEK TRIP GENERATION LAND USE: MEDICAL OFFICE BUILDING ITE CODE: 720 AMOUNT: 9,500 UNITS: SF (GFA) WFFKnAY ADT AM PEAK HOUR PM PEAK HOUR 331 IN 21 OUT T 13 34 TOTAL 17N OUT 24 TOTAL 39 FINAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA M A D I S 0 N 4RK CONDOS adt'pa zso Rb c D �z 03/23/2020 UNIVERSITY VILLAGE CONDOS HUNTINGTON VILLAGE 0 011, f+Y P.d POPLAR GLEN Sedona Tapl Chipotle Copeley Hill Apartments Q 41 John Paul Jones Arena 0 Ery Rd `« SITE LOCATION Q University Heights Apartments 4a, Nv 3� tk` fit' �a LEWIS MOUNTAIN f x 1.4ountsn R0 �.�ti.. L� VICINITY MAP 1"-1000' DEVELOPER: TURNER ENTERPRISES 250 WEST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 CONTACT: JOHN THIER TELEPHONE: (434) 533-0788 1 of Arl ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: (434) 327-1681 Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C0.1 PROFFERS C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C1.3 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 SITE PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN C5.3 SIGHT DISTANCE PROFILE 66.0 STE)RIVIWATER MANAGEMENT PLAN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS TOTAL = 14 SHEETS UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE: 250 GPD/1,000 SF = 9,500 X 250 GPD/1,000 SF = 25375 GPD AVERAGE HOUR: 2,375 / 24 = 99 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 121 X 3 = 297 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 363 X 2 = 594 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) OFFICE: 9,500SF X (250 GPD PER 1,000 SF) = 2,375 GPD 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 APPROVAL DATE A..NL_TH 0�' 'uN.01)\M. SHOMLTTL•R � I.jC \:-.. CJ,107(15 7 15l M E O O ON U N N Ln Ln Q O > W OJ E ~ U Q 3 1.4 Q U. o � w L w O p W M J U 00 H R. p N U' HW z �X a OJ U-) Q C2w ail 0 Q ::, , U') _ N = U > Lr) Q c Lr; o 0 N N 4 L-M CL O0 J O W 110 f— cn lY Z) O O ry 0 w w 2 U a z O v7 > O O d !Y U w n z _O U) > w tY w H Q 0 DATE 03/23/2020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE N/A ILk Uj U H� LL LL 0Q J w � w z = U0� H� w Q _j w W Q � w 0 J Q (D 0 z Q i U JOB NO. 43723 SHEET NO. C0.0 as N �0 o 0� 2 z 00 �:2 02 m 0 E_ -0 c: �c: a- o 0= cD z N 02 20- �X o� r= U O Q� o .§ Q11 >� — Y �cn N U y2 m o (n U 0 `o E � U � o � a a� U O � � o Mt c: O O O U m o o� � o o� L_ COUNTY OF ALBEMARLE Dept. of Planning & Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 (804) 296.5823 October 21, 1998 Cliff Hammer Downside East Limited Partnership Colonnade Associates P O Box 7324 Charlottesville, VA 22906 RE: ZMA-98-16 Colonnade Center Tag Map 60, Parcel 40C(3) Dear Mr. Hammer: The Albemarle County Board of Supervisors, at its meeting on October 14, 1998, unanimously approved the above -noted request to rezone a 18,360 square foot parcel from R- 15, Residential to HC, Highway Commercial to locate a commercial/office building. Please note that this approval is subject to proffers as set out on the attached Proffer Form, signed by S. W. Heischman, Managing Partner, Colonnade Associates, LLC, dated October 14, 1998. If you should have any questions or comments regarding the above -noted action, please do not hesitate to contact me. Sincerely, V. Wayne ilimberg Director o Planning Community Development VWC/jcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse ALBEMARLE COUNTY CODE 35. Electric, gas, oil and communication facilities excluding tower structures and including poles, lines, transformers, pipes, meters and related facilities for distribution of local service and owned and operated by a public utility. Water distribution and sewerage collection lines, pumping stations and appurtenances owned and operated by the Albemarle County Service Authority. Except as otherwise expressly provided, central water supplies and central sewerage systems in conformance with Chapter 16 of the Code of Albemarle and all other applicable law. (Amended 5-12-93) 36. Public uses and buildings including temporary or mobile facilities such as schools, offices, parks, playgrounds and roads funded, owned or operated by local, state or federal agencies (reference 31.2.5); public water and sewer transmission, main or trunk lines, treatment facilities, pumping stations and the like, owned and/or operated by the Rivanna Water and Sewer Authority (reference 31.2.5; 5.1.12). (Amended 1 1-1-89) 37. Temporary construction uses (reference 38. Indoor theaters. 39. Heating oil sales and distribution (reference 5.1.20). 40. Temporary nonresidential mobile homes (reference 5.8). (Added 3-5-86) 41. Uses permitted by right pursuant to subsection 22.2.1 of section 22.1, commercial, C-1. (Added 6-19-91; Amended 9-9-92) 42. Indoor athletic facilities. (Added 9-15-93) 43. Farmers' market (reference 5.1.36). (Added 10-11-95) 24.2.2 BY SPECIAL USE PERMIT I. Commercial recreation establishment including but not limited to amusement centers, bowling alleys, pool halls and dance hails. (Amended 1-1-83) 2. Septic tank sales and related service. 3. Livestock sales. 4. Veterinary office and hospital (reference 5.1.11). 5. Drive-in theaters (reference 5.1.08). 6. Electrical power substations, transmission lines and related towers; gas or oil transmission lines, pumping stations and appurtenances; unmanned telephone exchange centers, micro- wave and radio -wave transmission and relay towers, substations and appurtenances (reference 5.1.12). 7. Hospitals, nursing homes, convalescent homes (reference 5.1.13). 8. Contrtctors' office and equipment storage yard. 9. Auction houses. • 18-24-3 Original Proffer Amended Proffer (Amendment # ) PROFFER RM Date: 09/16/98 ZMA # 98-16 Tax Map Parcel(s) C3 .42 Acres to be rezoned from R-15 to xc Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall be applied to the property, if rezoned. These conditions are proffered as a part of the requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. 1. Permitted uses of the property shall include only those uses allowed in Section 24.2.1 of the Albemarle County Zoning Ordinance in effect on September 21, 1998, a copy of the section being attached hereto, except the following: 1. Automobile laundries. 2. Automobile, truck repair shops. 3. Automobile service stations 4. Building material sales. 7. Convenience Store (except as provided in Proffer 3). 23. Mobile home and trailer sales and service. 25. Motor vehicle sales, service and rental. 26. New automotive parts sales. 32. Sale of major recreational equipment and vehicles 34. Wholesale distribution. 38. Indoor Theaters. 39. Heating oil sales and distribution. 40. Temporary non-residential mobile homes. 43. Farmers Market. 2. Special uses of the property shall include only those uses allowed in Section 24.2.2 of the Albemarle County Zoning Ordinance in effect on September 21, 1998, a copy of the section being attached hereto. except the following 5. Drive-in theaters. 9. Auction houses. 3. Permitted uses of the property that may be used only if such use or uses allowed in Section 24.2.1 of the Albemarle County Zoning Ordinance in effect on September 21, 1998, a copy of the section being attached hereto, occupy no more than 50% of the building area are: 7. Convenience stores. 21. Light Warehousing. 22. Machinery and equipment sales, service and rental. 4. Applicant will build a fence between the subject property and the property of St. Anne's Belfield school at such a time that a building is located on the subject property and it is in use. ' \�1��Nnlc�c�e Ss�c, Qae� L C. C �1��,�ane S�SSrc,ale� LUC Signa res of All Owners Printed Names of All Owners Date S W _ l�e�Sc�MarJ pia+t,'k-c- J ALBEMARLE COUNTY CODE 8. Educational, technical and trade schools. 9. Factory outlet sales - clothing and fabric. 10. Feed and seed stores (reference 5.1.22). 11. Financial institutions. 12. Fire extinguisher and security products, sales and service. 13. Fire and rescue squad stations (reference 5.1.09). 14. Funeral homes. 15. Furniture stores. 16. Food and grocery stores including such specialty shops as bakery, candy, milk dispensary and wine and cheese shops. 17. Home and business services such as grounds care, cleaning, exterminators, landscaping and other repair and maintenance services. 18. Hardware. 19. (Repealed 6-3-81) 20. Hotels, motels and inns. 21. Light warehousing. 22. Machinery and equipment sales, service and rental. 23. Mobile home and trailer sales and service. 24. Modular building sales. 25. Motor- vehicle sales, service and rental. 26. New automotive parts sales. 27. Newspaper publishing. 28. Administrative, business and professional offices. 29. Office; and business machines sales and service. 30. Eating establishment; fast food restaurants. 31. Retail nurseries and greenhouses. 32. Sale of major recreational equipment and vehicles. 33. Wayside stands - vegetables and agricultural produce (reference 5.1.19). 34. Wholesale distribution. • 18-24-2 ALBEMARLE COUNTY CODE CHAPTER 18 ZONING SECTION 24 HIGHWAY COMMERCIAL - HC Sections: 24.1 INTENT, WHERE PERMITTED 24.2 PERMITTED USES 24.2.1 BY RIGHT 24.2.2 BY SPECIAL USE PERMFT 24.3 MINIMUM FRONTAGE, SHAPE OF DISTRICT 24.4 ADDITIONAL REQUIREMENTS 24.1 INTENT, WHERE PERMITTED HC districts are hereby created and may hereafter be established by amendment to the zoning map to permit development of commercial establishments, other than shopping centers, primarily oriented to highway locations rather than to central business concentrations. It is intended that HC districts be established on major highways within the urban area and communities in the comprehensive plan. It is further intended that this district shall be for the purpose of limiting sprawling strip commercial development by providing sites with adequate frontage and depth to permit controlled access to public streets. 24.2 PERMITTED USES 24.2.1 BY RIGHT The following uses shall be permitted in any HC district subject to the requirements and limitations of these regulations. The zoning administrator, after consultation with the director of planning and other appropriate officials, may permit, as a use by right, a use not specifically permitted; provided that such use shall be similar to uses permitted by right in general character, and more specifically, similar in terms of locational requirements, operational characteristics, visual impact and traffic generation. Appeals from the zoning administrator's decision shall be as generally provided in section 34.0. 1. Automobile laundries. 2. Automobile, truck repair shops. 3. Automobile service stations (reference 5.1.20). 4. Building materials sales. 5. Churches, cemeteries. 6. Clubs, lodges, civic, fraternal, patriotic (reference 5.1.2). 7. Convenience stores. 18-24-1 10� AIN LN LT ()�7 ,(j 1T1lA\' A Sl UW1 LTr R l_)c No. 0-J0 01 f t51 tt !r)NAt ti M E 0 0 U N Vi N � Q 0 >E w �E Z 0 LL o Lu 0 Cl� LU L M I,- J U 00 I C7 W N 0 O x C2 W LL 04 'T V7 _ N fV 2 V > � Q �Ln rn O N L i M a� OJ J V) 0 0 0 w w U Q z 0 0 CL O c� (A Z 0 0 d iY U V) w z 0 V) w w H- Q 0 DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE N/A - z IH 0 J IH co LU U IH LL LL OQ J > () Q~ U0 LL O H U LL p O LU Q w m J Q I V O O z A �J JOB NO. 43723 SHEET NO. C0.1 L GENERAL NOTES 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 LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. 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). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, 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. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. 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 DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 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. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. 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, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 35. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 36. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 37. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY ENGINEERING 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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL MERTICAL). 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). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SITE PLAN LEGEND ROADS 101 STORM PIPE 100 STORM MANHOLE DROP INLET & STRUCTURE NO CURB CURB & GUTTER LIMITS OF DISTURBANCE FENCE X MAJOR CONTOUR XXX MINOR CONTOUR XXX TC 725.94 PROPOSED SPOT ELEVATION 1@ PARKING COUNT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes W 6" W - (6" W- !H 6" W - WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT CD A MTNIc TC = TOP OF CURB TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS FC = FACE OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATELY Albemarle County Engineering Final Plan General Notes Page I of 4 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. S. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CPR Part 1926). Q.,7 ,U� %TITIAN 1i. SHUW1 LTER I -+e No. 0-j0,_ 0 f t ,1 !0NA1. 1 M E 0 0 � U N V) N C: > E E LU ~ U Q � o o LL w O cl� LU L M d J U 00 w = - Ln a > o C7 W N 0 O x o� a�LL Lr) _ N 2 V � � Q . �Lr) rn O N L i M d � DJ J O w k� ry O U O 0 w w U Q z O O CL O (3 (A Z 0 O d U V) w z O V) w w Q 0 DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE N/A I z H4 0 J F_q D m LU U F­4 LL LL U) O J J a Q U0 o F-� Q w � Z Q w w W m J 111 Q O I z a c� 0 0 z a a U JOB NO. 43723 SHEET NO. C1.0 L_ NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. — 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. o 5. CG-2 IS TO BE USED ON ROADWAYS MEETING Z THE REQUIREMENTS FOR CG-6 AS SHOWN IN r•) APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, V)) Ld IN THE SECTION ON GS URBAN STANDARDS. �2" RADIUS np ' n p. D.; D. SURFACE in ao D o> D D> D o p BASE SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION AT -THE -OPTION OF THEVCONTRACTOR 4" 2" R p. p .p Doo�Doo�D Q Q . o o . p .p. 6" CG-2 io SURFACE BASE SUBBASE XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF "- '-AD DESIGN MANUAL IN THE SECTION URBAN STANDARDS. SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 'HE BOTTOM OF THE CURB AND UTTER MAY BE CONSTRUCTED 'ARALLEL TO THE SLOPE OF ;UBBASE COURSES PROVIDED A IINIMUM DEPTH OF 7" IS MAINTAINED. R= %4" CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER. "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT CONC. WALK COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale STEEL CAP 6" DIA. STEEL PIPE d FILLED WITH CONCRETE AND POWDER COATED 3.5' (COLOR TO BE SELECTED BY OWNER) PAVEMENT PATCH '1�ffln—��� dill �� e e 7it"' —��M—ill �I' 11=1 I I —III —III— e =1 11=1 11=1 11=1 I'- 3.5' $ d 2'-O" DIAMETER e d 3,000 PSI AIR -ENTRAINED CONC. FOOTING d° 2" MINIMUM CONCRETE BELOW STEEL PIPE BOLLARD DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) r LOCATION (TYP.) 8' 1 ACCESSIBLE ACCESSIBLE HANDICAP SPACES \VTYPICAL PARKING SPACE DETAILS ROAD AND BRIDGE STANDARDS No Scale REVISION DATE SHEET 1 OF 1 201.03 SIGN AND POST DETAIL No Scale SIGN I"EDGE OF PAVEMENT 4" PAINTED STRIPE (TYPICAL) i 9 I_ REGULAR SPACE STD. U POST GALVANIZED POST TO BE DRIVEN 7-1/2" GTH 0.5' FROM EP ANCHOR WITH 5/$" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale RESERVED RESERVED PARKING PARKING PENALTY PENALTY $M - $U RE $M - $5W RE TOW AWAY ZONE TOW AWAY ZONE VAN 6' ABOVE ACCE8S6LE U ABOVE FINISHED I I FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale EXISTING PAVEMENT PROPOSED PAVEMENT > SAWCUT THROUGH d MATCH EX. CROSS U EX. SURFACE w SLOPE UNLESS OTHERWISE COURSE x W SPECIFIED ON PLANS w & REMOVE PAVEMENT PROPOSED SURFACE 2„ + ,I 'RSE (COU EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale NON -SLIP BROOM FINISH i VARIABLE WIDTH' MAX. CROSS SLOPE 2% a a a a a 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 2" a a \ 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER 0 0 0 0 0 0 0 0 \\ \\\�\//\ \1� COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS a HEAVY DUTY CONCRETE SECTION No Scale ".0" ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A �.0" INTERMEDIATE BASE COURSE - BM25.0 TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale v.:11A. H 0,7 1.a4, No i]jI.': 7t51 s,L N'At L rh E O O U N ui N � > E W E ~ U v 3: Q t Q LL O � W O ro Lu r ) <_j Uo0 W J — Lri �> oN U W N z � — O �x < -j aim o a - _ N =U > LLn a . c Lr) O N Ln d � 00 J DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE N/A IV LAM �J L JOB NO. 43723 SHEET NO. C1.1 2016 ROAD & BRIDGE STANDARDS GR-2, 2A * 27%4" MIN 28%4" MAX RAIL HEIGHT 6'-3" 3'-11/z" 3'4/2" 3'4/2" 3'-11/z„ X X Y ;i�??i�iYi�li?7iYli , ii?Y7? �Y ' ?Y�2i?YiX l4vr�7>� >Yi;' ;>ri�ihY Tld�aT z {aria r II I I I I I II GR-2 GR-2A (6'-3" POST SPACING) (3'-11/2" POST SPACING) MAX DYNAMIC DEFLECTION 3' MAX DYNAMIC DEFLECTION 2' NOTES. GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO.501.05. *OPTIONAL GR-2A METHOD OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x: WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE 6'-3". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 273/4" MIN - 28%4" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINSHY E BEYOND SHY LINE MPH LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 60 8' 26:1 14:1 50 6.5' 21:1 11:1 40 5' 1 16:1 8:1 30 4' 1 13:1 7:1 W *NOTE: BLOCK OUT NOT REQUIRED 4 SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD Bizeei<EID eUT W -BEAM GUARDRAIL REFERENCE SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 9" GR-2, 2A 8 8 5/e" WASHERp %"x18" BOLT & NUT - - - ^ --- - �4„ HOLE �4 " HOLE - - _ a 6"x 8"xt'-2" TREATED PINE BLOCK OR x"xt'-2" �/4" HOLE w ~ RECYCLED MATERIAL. �4 TREATED PINE 0 BLOCK OR RECYCLED RE GALV. STEEL 10D o Y4 MATERIAL COMMON NAIL w SEE NOTE 5. w 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL 6"x8"x1'-2" TREATED O1 CONTAINING STEEL BLOCKOUTS. PINE BLOCK 'B•. BLOCKOUT FOR MAINTENANCE TREATED III REPAIR ONLY SOUTHERN PINES-� `O = ^ 19 - o- 7y4" LESS THAN T-O" 1/8" HOLE-." 6x8 WOOD POST �31a 4"x 8"xT-2" TREATED W, PINE BLOCK. 11 STRONG STHE RT TANDARDPOSTi ISTYPE III OR WHERE 4"4" WIDE BLOCKOUT 8E0" POST GUARDRAIL REQUIRED STFFp SPECIFIED BY THE ENGINEER IN THE 1'I FR PLANS. Ty DETAIL A 3/4" DIA POST MAY BE HOT ROLLED OR WELDED, HOLE HOLES " GUARDRAIL INSTALLATION --_ N SITES REQUIRING LONGER GUARDRAIL POSTS N N I N N 4„ I a NOTES: a TREATED PINE w II %NUO" BOLT TREATED 1 ALL BOLTS, NUTS, WASHERS, AND OTHER _ BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. T117-_ _ -1 I I I -I -IIIIII-III II RECYCLED w II MATERIAL w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY I_I AFT-L' II N BE INTERCHANGED ON ANY ONE PROJECT WITH it II W6x8.5 OR z THE RESTRICTION THAT THE SAME TYPE OF _ W6x9 POST AND BLOCKOUT MUST BE USED IN ANY - II II 0 SINGLE RUN OF GUARDRAIL. 41 OPTIONAL HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE II TO FACILITATE tD I GALVANIZING JOINT, HARDWARE, ETC. SEE SHEET NOS.501.01 AND 501,02. 31/p" DIA HOLES II 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER %" x 18 ITBOLT IS INSTALLED. If HOLES IN POSTS AND BRACKETS TO BE %q" DIA. CRT POST STEEL POST *NOTE: BLOCK OUT NOT REQUIRED SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. '`VD❑T REFERENCE STANDARD W -BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS 221 236 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 501.05 2016 ROAD & BRIDGE STANDARDS MAX. V-0" MAX. 6'-0" GRIPPING RAIL SEE ROAD PLANS 4�/p" O.0ETAINING NPS PIPE PICKET WALLFOR DETAILS. IHR-1 1�41/e" O.C.. `'/g" SOLID PICKET MAX. 6'-0" MAX. 6'-0" �I /Z' DIA. SOLID STEEL SMOOTH II IIII IIIIIII I II j ROUND ROD (TYPJ OR V STANDARD PIPE. I GROUNDING ELECTRODE RAIL EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 30 FEET. 1' 3 MAX' r/ ANCHOR BOLTS 4" D.C.--'{ (TYPJ T-3" POSTS �2" MIN. NPS 12.375" O.D.) SCHEDULE 80 PIPE io 12" RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE MIN EXPANSION JOINT PICKETS : %4" MN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 3" MAX. OR 5/AI. MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) - SEE ROADWAY PLANS n 2 min' 12" OR TYPICAL SECTIONS FOR DISTANCE TO 11/2" NPS SCHEDULE 40 PIPE MIN CONCRETE STEPS SIDEWALK OR SHARED GRIPPING RAIL POSTS : 1�/2" MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE USE PATH. GROUNDING RAILS : 11/2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE 12" 21/4" min. MIN. ELECTRODE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES SOLID STEEL SMOOTH ROUND ROD 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL CONCRETE FOOTING TO ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. 12" ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, MIN.. HOLDNG A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED H N ALLED WHEN THE COMMONWEALTH OF VIRGINIA. THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN TO EARTH FOUNDATION DETAIL ER THAN 5 PERCENT.G OWILL R TCOST C WITH THE CURRENT ANDBRIDGE SPECIFICATIONS. RAIL BETNCIDENTAL TO OF USE WITH TYPE II& IIIRAILINGS) TO ACHIEVE A UNIFORM COATING ON ALL VENTINGAND(FOR THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 6'-0' MAX. 6' 0" ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN 41/2" O.C. �'4" NPS PIPE PICKET 4" SEE ROAD PLANS ACCORDANCE WITH AASHTO. M314, GRADE 36. 41/a" O.C. S/8" SOLID PICKET 4. FOR RETAINING WALL DETAILS. 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. I I I 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8 BE RNSTALOAND Y BONDED. I GROURAILINGS NDNG MATERIALSLATION TOBEINACCORDANCE WITH ST'D. FE-6. 9 USED YAND I OFMMERDESIGNING FABRICARNIGN HE RAILING. DOCUMENTATIION FROM 1' ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. V-3" POSTS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT PICKETS : �4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE it. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR 5 " MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE III BICYCLE RAILING ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. (FOR USE ALONG SHARED USE PATHS) FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING 23g REVISION DATE SHEET 1 OF 1 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) L 3" CONCRETE COLLAR L-CRUSHED STONE BEDDING 6" DI CLEANOUT CLEANOUT DETAIL No Scale ., STFptiY _, , I 4' R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) PLUG AT END OF LINE 2016 ROAD & BRIDGE STANDARDS GALVANIZED STEEL STEP ST-1 #4, GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL # 4 REINFORCING ROD CAL SECTION iV NOTES: STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ' • 41/ ALL STEPS SHALL PROTRUDE 41/2" FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SHAL'_ WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4/2" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED ' FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. iM MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE J OF SUCH STEPS. - ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT n SURFACES SUCH AS BUT NOT LIMITED TO,CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221, ALLOY 6005-T5. •( THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE N• 11�0 UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS PIGMENTED MENTED COATING CONFORMING TO FEDERAL FILLEDFICAUMNUMTION SS�P SPECI ALUMINUM STEP SPECIFICATION XVDOT REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.09 .4 TRANSITION BETWEEN PIPE DIAMETERS WHEN DFFERENT SIZES OF PIPES ARE ENCOUNTERED. 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I SHAPE TO CONTOUR I I OF PIPE I I I I I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF ` 1 SLOPE TO DRAIN TO INVERT OF STRUCTURE. j OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e / PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 257 OF COARSE AGGREGATE MAY BE / UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, . • �;: BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE III SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD ANIBRIDG�TAJJDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.08 2016 ROAD & BRIDGE STANDARDS 0 r H.H. STEP (TYPJ 4 e e e o 0 NOTE, MIN, 60' DIAMETER MANHOLE REQUIRED. 20P MANHOLE PVC CROSS 611 USE APPROVED FLEXIBLE RUBBER HOOT, O�y O= O~ 2� o= GASKETED G STOP COUPLING 27' , DROP PIPE >- PIPE STRAPS rc (STAINLESS STEEL) SPACED EVERY2' VERTICALLY---90* RESTRAINED BEND__ ° ►' 4 •► ► ° ° MAIN 4 •' SEWER 4 • ' 4 e e " IIII-�' ►' • r a ` 'o taJ PIPE 4 PLAN PROFILE MIN, 6' BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 o r CN,H• STEP mPJ a TD-30 NOTE, MIN, 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSSC>r" USErAPPROVED FLEXIBLE RUBBER d� GASKETED STOP COUPLING 27' PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY _-90* RESTRAINED BEND ° > • 4 ' ► ° ° MAIN ° SEWER •4d• 4.1;.4"4 4 •P a•' PIPE PLAN PROFILE MIN, 6' BEDDING WITH N0. 66 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTEDTO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 -REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5 IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED TAMPER OF PIPE OF O HAUNCHING NO. 68 STONE - - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE O I I II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID _z Li 5E z N cV M.J. GATE VALVE WATER N h I 1 d U h" LINE \/ {p tl � II 2500 P.S.I. CONCRETE c 2'x 2' BEARING AREA. THRUST BLOCK a a G p d 4 G a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10, (270') 18 -22 VALVE BOX 7 CU. FT. #68 STONE 42"MIN 6" GATE �.1 VALVE ) �) • v, ), 8,. x s TEE 2500 P.S.I. CONCRETE r' BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 7 RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT 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 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 824IN8„ INITIAL BACKFILL LF MIN MIN. BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4JMI INITIAL BACKFILL - 4JMI UNSTABLE SOIL MI . MIN. L MIN MIN. #68 STONE GRANULAR FILL AS 0 A APPROVED BY AC! A <rr STA I bCl(' Z STABLE`SOIL OR ROCK' N CITE 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 NTS FIG. W-2 TD- 2 QIr.%TII A% M. SHOW1 LTER l-lC No. ]0-1�1J�}�1!_5�ft ,1 M !_ C> 0 M U (V (V 0 > E !_ LuLu ~ U a I -I LL 0 LL W O o � Lu L M J U 00 Z „u�-Ln O U)'w O Lu CL z C� O X U Lf) Qj W W Lr) = v > L° O M Ln rn (V > ll M 00 _J V) O (7 O H 0 W > W = Q V O Q z O DATE O } 0312312020 DRAWN BY A. MABEE • DESIGNED BY • K. MELLON • CHECKED BY • J. SHOWALTER • • SCALE • N/A • CL O c� z 0 uj 1� co Lu U F� L O \a `Q J / 1 C) U0 o F� LL J z Q wLu m W J Q O z V O O z i JOB NO. 43723 SHEET NO. C1.2 0 c Q ai U r= N N 0 w 0 n Q c m 2 ID W 0 m C m Q .o a: 0 3 NQ) � 00 -0 Q� O Ur 2(n z °) 0 Q 2i 0 c 2i T F' m o c a) (a U)0 U C Z In O N 2 a g x N O z >'-:5 O O CL E o •3 `o. N Y 7 20 Vl a) C a) .o (D U w 2 � N 6 C y U C `o(D E � U (>3 - m m '0 U o 6 U) ,o � U �2 C -U)w C O C L) CL C O ID CD V) N s E f- L 4 x 4 POST UNLESS OTHERWISE NOTED 2 x 4 RAIL ON PLAN (TYP.) �\ 1 x 6 TRIMMER 3'-0" 3'-0" NOTE ADJUST TO HEIGHT 10' 3 OF CASTER WHEELS ON GA TE CONC. -- STONE) 6" CONC. 12" POST ELEVATION m m NOTES: 1. ALL CONCRETE TO BE CLASS A-3 (H.E.S) 6"(CG-6) WIDTH OF SIDEWALK 7"(CG-7) BACK OF CURB (48�1MAX.) WIDTH OF SECTION A -A ADJACENT GUTTER 11 -U 6" Li 1.5' 2.66' 2.66' 2.66' 1.5' BOLLARD (TYP.) CONC. PAD 6 6x6POSTS PLAN VIEW CG-12 ACROSS DRIVEWAY ENTRANCE No Scale 1 x 6 TRIMMER 1 x 6 SIDING 1 x6CAP FAMWoM/:N/Z/MINAN NOTE: ALL LUMBER SHALL 2 x 4 RAILS BE PRESSURE TREATED DUMPSTER PAD & ENCLOSURE DETAIL No Scale OUTSIDE ELEVATION INSIDE ELEVA TION V V- I L I L i 1 V V I\ I PA I N DETECTABLE WARNING PLAN STRIPS (12= X.) MAY-) CURB CURB 714"SAG RC WI TH TURNBL 2 x 4 CROSS 2x4FRAM 12' S 7 HINGE SECTION B-B 9 .. A /� A /7 /-I 1 /r(] OU TSIDE GA TE VIEW ., L. P1J I LI\ VVI IL-LL-D INSIDE GATE VIEW I ,(I� %TIIA\' 1i. 5HUW1 LTER I_)e No. 0-j0 (I� f t ,1 its ! r) N A t 1 M E 0 0 U N In N � Q O > E W � Lu Q U. o 0 LL w O to cl� Lu L M d J U 00 W a C7 W N 0 O x W of Ln _ N Q ,_ Ln O °1 N N i M d � DJ J O W u') ry 0 0 _ H 0 w w_ _ U Q z 0 0 CL O z 0 ►7 z 0 d U w z 0 U) w DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE N/A Lu U 1-4 H LL U) O J J a � Q � Q U0 o �wz Q�Q w wn c �mw J Q O z JOB NO. 43723 SHEET NO C1.3 L T,REELINE \ 5178 tX/STIN 20' DRAINAGE EASEMENT DB. 4341PG.607 20' BUFFER / 20' PARKING SETBACK PG. 17 (PLAT) l / / , / / / % — —�— / � � � (NO CLEARING OR CONSTRUCTION) MANAGED SLOPE (TYP.) SURVEYNOTES: It \ C-jQ� �� II I 1 / / / /// / / ' (S ITMb 66-49 (NP/C3 I �[ (L�T ) � C L NDE, LL/C \ \ / 1 / IRON (F) / 50' BUILDING D I l IDq. 4546, PG. 57/ cz` 1 1 1 '// / / SETBACK P bB.14424, P 440 (P AT) s' 1 1 / f 1 // / / / i 417 I CIL CREEK �cw � \ � , \ \ \ 1 II � \ \ \ // , „ � 1 11 1 / / ` ' �� �� � � i ' ' ' / / ! � 15"RCP OUTFACE (1-3' W) 2. ( \ '/ 6� ' / INV=555.37' 3. B \\/ \ \ \ \ \ \ \ \ 1 \ // / / / / / / T // , //��� / / / � / // // / / / !� PARCEL ID: 070001101le /N \ — \IRON (F I\\ \1 \ 1 1 1 1 1 I 1 �'./ / / /�/ �/� ' 2132 IVY ROAD LLC E / / / / // / / DB. 2015, PG. 3818 (CITY OF CHARLOTTESVILLE) S EXISTING 20' 88 / 50' BUILDING SETBACK DRAINAGE EASEMENT O DB. 434, PG. 607 20' BUFFER / 20' PARKING SETBACK I / / / / / / / / / / / / / / / / PG. 617 (PLAT) 5. / (NO CLEARING OR CONSTRUCTION) \ /l l l /III / / / / // / / // / A 6. U P TMP 60-40C4 // �, / / IRON (F) LEGEND / / ® WATER VALVE jFIRE HYDRANT / Q SANITAR MANHOLE / Q STORM MANHOLE / BENCHMARK #O LIGHT POLE O PROPERTY CORNER FOUND (AS NOTED) / ID TRANSFORMER APPROX. LOCATION OF EXISTING PRIVATE l ® TELEPHONE PEDESTAL STREET CENTER LINE POWER METER FIBER OPTIC MARKER 4 jAi SAN/TARYP/PE / 0 STORM PIPE CONC. PAD WITH EMBARQ UTILITY / CABINETS EDGE OF PAVEMENT (EP) TMP 60-40D W WATER LINE (AS MARKED) 10" WIDE l l In ® BLOCK WALL (LOT 2A) a DECIDUOUS TREE \/ WHITING OIL CO INC DB. 713, PG. 670 TREELINE MANAGED l CONC. PAD \ \ O / l f — l / 6S \ SLOPE (TYP.) / l W/ UTTLLrY CABINET - \ - - 10' EXISTING COMMUNICATION 10' FRONT BUILDING EASEMENT SETBACK ^ v ✓' — \\ _ ' \ �Al p4J EXISTING 10' COMMUNICATION \ \ \ \ \ EASEMENT FOR VIRGINIA APPROX. LOCATION OF EXISTING WATERLINE O TEL TMP 60-40B1 h / ;' � � � � �EPtjONE E�U1GI�PANY l �''��. \ I 1 PER CITY GIS / �/ \ DB. 439, PG. 88 1 tom— i 1 1 1 / 2208 IVY ROAD LLC O a 4 Q SRO \ 1 -t, I 1 1 1 / DB. 5200, PG. 94 i TMP 60-40C2 I / PEAR (TYP) \ 1 / / LOT3 / IIMP COL ONNAQE,LLC DB, 4546, Pf3. 57 MHD / I \ \ \ \ \ \ \ OB. 4424, PG. 4140 (PLAT) TOP=575.14 s�3 /\ \ \ "o INV OUT=568.32' (SE) IRON SD/INLET / // -,I p�� TOP=574.66' / /! \ 1 \ I I / / / / / / / / / / / / / / / // \\ \ G ��SJ1 INV 1N=567.56 15 RCP \\ INV OUT=567.51' 15 RCP h � MHS TOP=575.89' INV IN=571.89' 10" PVC INV OUT=571.79' 10" PVC (LOT 4) / MHS CHARLOTTESVILLE INVESTMENT PROPERT / TOP=587.OT DB. 860, PG. 568 20' BUFFER / 20' PARKING SETBACK INV OUT=582.47' 10" PVC) / (NO CLEARING OR CONSTRUCTION) MANAGED SLOPE (TYP.) / PROPERTY INFORMATION: UBJECT) COUNTY TMP: 60-40C2 & 60-40C3 WNER: INP COLONNADE LLC EED BOOK 4546 PAGE 57 ROPERTYADDRESS: COLONNADE DRIVE ALBEMARLE COUNTY, VA 22903 THE SURVEY SHOWN HEREON /S BASED ON FIELD SURVEY BY MMONS GROUP COMPLETED ON JANUARY20, 2020. THIS PLAT DOES NOT REPRESENT A BOUNDARY SURVEY. OUNDARY IS COMP/LED FROM DEEDS AND PLATS OF RECORD IN HE CLERK'S OFFICE OF THE CITY OF CHARL 0 TTESVILLE, FORMATION CONTAINED /N RECORDED INSTRUMENTS AND VIDENCE RECOVERED IN THE FIELD. . HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA TATE GRID, SOUTH ZONE. VERTICAL DATUM IS BASED ON NA VD DATUM ESTABLISHED THROUGH LEICA SmartNet RTK BSERVA TIONS. NO TITLE REPORT FURNISHED. EASEMENTS MAYEXIST WHICH RE NOT SHOWN HEREON. MISS UTILITY TICKET INITIATED; TICKET NO. A002101727. NO NDERGROUND UTILITY INVESTIGATION BEYOND INFORMATION R0VIDED VIA MISS UTILITY HAS BEEN CONDUCTED BY THIS FIRM. I .,�- .N%THAN K SHO WkLTI;R 1_1e No. OJ0'-(,�-.IC;=I ?12 3120 its ! r) N A 1_ ti M !_ 0 0 M U N ui N c: > E w E Q 0 LL o w O ro C'� YJ L M d J U w J — Ln M a > o (D W N O x ' Q Ln c Ln rn O N Ill M a � OJ J kLu CL O c� z 0 d U Lf) w z 0 V) w rY DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE 1"=20' - z 0 J F— 4 MD W Lu U E-4 L z oQ o J Q z z U0o w rUIn� V LL Q w Z m Q W i X w V 0 0 z i U L SCALE 1 "=20' 0 20' 40' JOB NO. 43723 SHEET NO. C2.0 LEGEND: j APPROX. LOCATION OF EXISTING PRIVATE / Q STREET CENTER LINE O / / 4� CONC. PAD WITH EMBARQ UTILITY / CABINETS 10" WIDE TMP 60-40D l E ® BLOCK WALL (LOT 2A) \/ ! WHITING OIL CO INC IN, / CONC. PAD \ O / l — l / 6S SLOPE (TYP.) / W/ UTTLIrY CABINET � ,�` \ 10' EXISTING COMMUNICATION \ \�\ _ _ _ _ — 10' FRONT BUILDING / \\�.\\ — _ EASEMENT SETBACK /; T EXISTING 10' COMMUNICAT/ON Z N �/� \\\\\\\\\\\\ co� � � � � � \ � EASEMENT FOR VIRGIN/A \ \ \ \ TMP 60-40B 1 APPROX. LOCAT/ON OF EXISTING WATERL/NE � y j , � � � � TELEPHONE E�U1G11PANY \\\\\\\\ 1 \ I 1 2208 IVY ROAD LLC PER CITY GIS \\\\\\\\\\y.\\\\`yam I 1 I 1 / DB. 439, PG. 88 DB. 5200, PG. 94 / 0 a S> \\ \\\\\\\\\�\\\\\\\\ 1 I 1 V bREMOVE TMP 60-40C2 PEAR (TYP) � I i (LOT 3) WP COL ONNAQE, L L C MHD i \ �e \ o I DB, 4546, 414 57 \ \ r. p6. 4424, PG. 4l0 (PLAT) TOP=575.14' \/ "o\\\\ \\ \ \ \ lNV OUT=568.32' (SE) IRON SD/INLET �� / i , / / , / � i i \\\� TOP=574.66' l 11 \ \ 15 RCP REMOVE PIPE TO LIMITS INV 1N=567.56 SHOWN ON GRADING PLAN / / / / / \\ \ \\ \\\\\\�\\ / /�h / >� lNV OUT=567.51' 15 RCP \ / � � GQ� �I MHS i \ \ S �� EXISTING' PROPERTY LINE TO BE VACATED / \.�\\'�\SA \ \ / \�� G DRAINAGE INV 1N=571.89' 10" / / / \ \\\� \\�\�\\\\ / /� // , G�1 TOP= / \ \ \ / o EXISTING �\ \\\ / PVC PVs� � EASEMENTOBE INV OUT=571.79' 10" PVC \ \ \ \ \ /7 �� VACl'ED . \\\\\\\ \\ REMOVE EXISTING I JAI LET TOP \ ; \ I I / , � � / � DRAIN,fiGE EASEMENT \ \ \ I / ' / DB. 434,/PG.607 / I \�\\\\ \ \ �\ \\ — — ' ' 20' BUFFER / 20' PARKING SETBACK AND PRESERVE ASE. ADD I / / /� NEW MANHOLE TOP PER Pam' \ I I I / / / ��x \ PG. 17(PLAT) \\\\\\\�\� — —/_ / ' / (NO CLEARING OR CONSTRUCTION) GRADING AND DR�INAGE PLAN. MANAGED It 36 SLOPE TYP. I It c-j / \ / l l ITMb 66-4 C3 UVPr C L NDE, LL/ / C 1 \y\\\\\\\_ \ IRON (F) 50' BUILDING \ \ I I l ID 546, PG. 57 1\`+ \\\\\\ � / SETBACK bB!4424, P 440 (P AT) \ \ \ \ \ C/L CREEK (1-3' W) ,V15" RCP (OUTFALL) INV=555.37' PARCEL ID: 070001101 2132 IVY ROAD LLC / \IRON DB. 2015, PG. 3818 rn � (CITY OF CHARLOTTESVILLE) EXISTING 20' 50' BUILDING SETBACK \ I II 111- / / /� // /� / DRA INA GE EA SEMEN T DB. 434, PG. 607 20' BUFFER / 20' PARKING SETBACK !1 / ! / ! / ! // // /, / // �, / PG. 617(PLAT) / (NO CLEARING OR CONSTRUCTION) TMP 60-40C4 // /, / / IRON (F) (LOT 4) MHS CHARLOTTESVILLE INVESTMENT PROPERT lNV OU TOP UT=57'82.47' 10"PVC) DB. 860, PG. 568 / 20' BUFFER / 20' PARKING SETBACK / (NO CLEARING OR CONSTRUCTION) MANAGED SLOPE (TYP.) REMOVE HARDSCAPE & GRAVEL \\ CLEAR AND GRUB WOODED AREA - — — — — - SAWCUT CURB, SIDEWALK OR ASPHALT (SIDEWALKS AND CURB TO BE CUT AT NEAREST JOINT) xREMOVE TREE OU!,, ELT F� .SHOW{ LTLq I_)e No, 0.102 1_ f t 5l M E O p M U N ui N c: > E Lu E Lu Q LL. 0 LL o w O o C'� lJJ L M d J U w J — Ln M Of > O IM C7 W N O x _ fV ' Ln c Ln a)O N Ill M a� OJ J kD �--- 0 0 0-1 0 w w U a z 0 0 • • • CL O c� N A t 1 z 0 d U w z 0 V) w DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER — z H� 0 J F-4 MD W Lu U F-4 LL LL O z J L.J. Q z U00 F� Lu 0 cl� J Lu 2 O W C m G J Q ICI 0 V O O z i U L SCALE 1 "=20' 0 20' 40' JOB NO. 43723 SHEET NO. C2.1 / i Q APPROX. LOCATION OF EXISTING PRIVATE l l l STREET CENTER LINE �/ l �p CONC. PAD WITH EXISTING PRIVATE ROAD WIDTH �/ l �� EMBARQ UTILITY X CABINETS 10" WIDE TMP 6040D l BLOCK WALL (LOT 2A) 24' % / WHITING OIL CO INC / DB. 713, PG. 670 24' ' CONC. PAD / O W/ UTILITY 5 \ T \ TIE TO EXISTING � � CABINET r � SIDEWALK AND CURB / = 10' EXISTING AT NEAREST JOINT COMMUNICATION 10' FRONT BUILDING EASEMENT SETBACK / 4 DOGHOUSE MANHOLE P.)\ /%; Q RIM ELEV = 569.13 INV. IN = 564.53 (EXISTING 10" PVC) 411 cN e INV. IN = 565.86 (NEW 6" PVC LATERAL) Q �Qm / \ INV. OUT = 564.43 (EXISTING 10" PVC) APPROX. LOCATION OF EXISTING VVA I ERLINE PER CITY GIS OO TIE TO EXISTING /V Q ` "" A CLEANOUT (TYP.) _ SIDEWALK AND CURB a. KNOX BOX LOCATION TO BE AT NEAREST JOINT COORDINATED WITH FIRE PROPOSED MARSHALL'S OFFICE TMP 60-40C2 10" X 6" TAPPING SIGN FDC 2" DOMESTIC WATER LINE (LOT 3) SLEEVE AND VALVE / WP COLONNADE, L L C �e 4 6" FIRE CG-12 DB. 4546, PG. 57 TOP=575.1� LINE TYPE B R15' FLUSH CURB ALONG INV OUT=568.32' (SE) ADA SPACES TIE PROPOSED ASPHALT srlti 2" WATER` TO EXISTING PAVEMENT IN ADA PARKING METER ACCORDANCE WITH PAVEMENT / `/ SIGN WHEEL REPLACEMENT DETAIL (TYP.) v STOP (TYP.) MEDIAN TO BE 7 ADJUSTEDR'" 6 5 18' O CANOPY COLUMNS (TYP.) ' -STEPPED RETAINING WALLS MAX. WIDTH 1', MAX. HEIGHT 6' \ � W SD/INLET , \� 2 8' OV PROVIDE F HR-1 TOP=574.66' TYP.) 8 INV 1N=567.56' 15" RCP �f ON TOP OF 8' � t RETAINING WALL / INV OUT=567.51 15 RCP % R15 / O \ (1) 6" TEE R5' (1) 90° BEND 11 5 (2) 6" GATE VALVES 4o ° � P TMP 60-40B 1 2208 IVY ROAD LLC DB. 5200, PG. 94 i i i i i IRON (F) / FHA PROP. 20' WATER n a R5' LINE EASEMENT 24' TIE PROPOSED ASPHALT TYP. / ' \ R5' ° TO EXISTING PAVEMENT IN 9 / ACCORDANCE WITH PAVEMENT (TYP.) O / 20' BUFFER / 20' PARKING SETBACK REPLACEMENT DETAIL (TYP.) P�. (NO CLEARING OR CONSTRUCTION) � � 8 R5' R5' TIE TO EXISTING / V SIDEWALK AND CURB 18' / / R3' AT NEAREST JOINT / �� TYP.) / 24' \. 9' TYP. 18' (TYP.) PROVIDE AN HR-1 Q (TYP.) 91 R3, 13 ON TOP OF (TYP.) R5' / TYPRETAINING WALL i IRON (F) 50' BUILDING / (TYP.) SETBACK / 18, / 7' / 4(TYP.) .R5' g, / \ , - ; / C/L CREEK �/ (TYP.) 2 RETAINING WALL / (1-3' W) MAX. WIDTH 1', / MAX. HEIGHT 6' / 2 R5' / / / ® 18' (TY .) / C VDOT STANDARD/ PARCEL ID:070001101 IRON (F)' - G GR-2 GUARDRAIL 2132 IVY ROAD LLC 2 DB. 2015, PG. 3818 RETAINING WALL (Cl TYOFCHARL0TTESVILLE) / 5P MAX. WIDTH 1', MAX. HEIGHT 6' \' / 50' BUILDING SETBACK J 20' BUFFER / 20' PARKING SETBACK / (NO C17.EARING OR CONSTRUCTION) / S PROPOSED DUMPSTER TMP 60-40C4 ENCLOSURE IRON (F) / (LOT 4) CHARL 0 TTES VILLE INVESTMENT PROPERTI DB. 860, PG. 568 / / 20' BUFFER / 20' PARKING SETBACK (NO CLEARING OR CONSTRUCTION) LEGEND: CONCRETE SIDEWALK d HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY co 0 a z SCALE 1 "=20' 0 20' 40' ��,�� �LT,F� O�c �� �''.,� r.ITFI.41°; .5H0►{`.ALTER l_�e ��, O�f,��1_� f l �] M E O p M U N ui N c: > E w °� E ui Q 0 LL o w O o C'� lJJ L M a J U -. z w P! — Ln O rn r� a o W � z � � X � U � <Ja' aiu Z5 w a ' 0 Ln x rl, z a� = V > Ln O cLn V) oN w ll M cl� a � OJ J k vi o' O O 0 w > w w Q z O DATE of 0312312020 O } DRAWN BY A. MABEE • DESIGNED BY • K. MELLON • CHECKED BY • 1. SHOWALTER • • SCALE • 1" 20' ( D z H4 0 J F­4 MD W Lu U F­4 LL LL OQ J Q �- Z Q Uo F� w LIJ Q ct� J w w C/) J Q I V O O z Q Q U JOB NO. 43723 SHEET NO. C4.0 L / � Q RETAINING WALL NOTES: / 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL. WALL DESIGN MUST BE SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF VIRGINIA FOR ALL RETAINING WALLS. 2. THE CONTRACTOR SHALL SUBMIT FINISH AND COLOR OPTIONS FOR REVIEW AND APPROVAL. 3. GUARDRAILS, HANDRAILS AND WALL WIDTH AND LAYOUT APPROX. LOCATION OF EXISTING PRIVATE l 11 l MUST BE PROVIDE TO MATCH THE PLAN LAYOUT AND / �e STREET CENTER LINE CALLOUTS. / / 4. ADDITIONALLY PER ALBEMALE COUNTY REQUIREMENTS: OQ� / RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE / A SEPARATE BUILDING PERMIT. IN ADDITION, WALL EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. ALL WALL REQUIRED INSPECTION AS ~O CONIC. PAD WITH OUTLINED IN THE USBC. EMBARQ UTILITY / / x CABINETS TMP 60-40D 10" WIDE (LOT ZA) © En BLOCK WALL WHITING OIL CO INC \ / DB. 713, PG. 670 CONC. PAD W/U7kgY © \ _ CABINET _S6S _ - - -566 10' EXISTING N "e I COMMUNICATION 10' FRONT BUILDING / i /Sg 9 EASEMENT — _ I SETBACK Qw /Z2�NOM\\ \ \\ \ APPROX. LOCATION OF EXISTING WATERLINE h - _ \ \ 1 I TMP 60-40B1 PER CITY GIS /Ov S, 2208 IVY ROAD LLC ci O ; , 1 1 I 1 / DB. 5200, PG. 94 Om \ \ I TMP 60-40C2 (LOT3) ' \ I WP COL ONNAPE, L L C / / / / -� \ \❑ \� \ Q ° I DB. 4546, PO. 57 MHD \ \ ° 414 ° QB. 4424, PG. 4/40 (PLAT)Lo TOP- 575.14 415 INV OUT=568.32' (SE) / 6 412 • REPLACE EXISTING INLET / \ 413 TOP WITH SLIP RESISTANT -z \\ / `J�' \ S' �� MANHOLE TOP TO MATCH S PROPOSED GRADE / 'S'Cp �s 404 0 I IRON (I ) IS TOP=574.66' INV IN-567.56 15 RCP lNV OUT=567.51' 15"RCP \ / 4 411 s ° 402 i 405 \` a 302 °° 03 / / d / / o ° 103 \ 406 \ II I ► / a / / 6g / /'__ _ _ ' j / / / 20' BUFFER / 20' PARKING SETBACK / PROPOSED \ �P "� \ 1 I I I 401 / 5 6$ / 10 /� _ �_ j / / (NO CLEARING OR CONSTRUCTION) / RELOC8TED \ ^co I ' I I I I 301 [LET VDOT CLASS II I b I I / / // /,'/ / / _ - - - / / CHANNEL RIPRAP / \ kn OUTLET PROTECTION. // WIDTH 1=6' 1 `n // / r /� ' / , / WIDTH 2 = 9.6' ITMb 66 C3 201 ' ' - f o I / / / / 41 / / LENGTH = 20 \ I l (L6 �«�\\\ / / / / DEPTH = 36" �W C¢L¢Nl r`s� `n / ' / � IRON (F) / 50' BUILDING 4546, Pc SETBA�K 1 4424 I ¢ , P 0 P� A C I I I I 202 CIL CREEK (1-3'W) l PARCEL ID: 070001101 \ - \IRON (F ' I I \ i I 1 ,��' / i� //� /// � 2132 IVY ROAD LLC // / DB. 2015, PG. 3818 I 2 / Z i / / '/'/ /i / (Cl TYOFCHARL0TTESVILLE) / /50'BUILDING SETBACK 20' BUFFER / 20' PARKING SETBACK (NO CIEARING OR CONSTRUCTION) i / TMP 60-40C4 / // , / IRON (F) / (LOT 4) / CHA RL 0 TTES VIL L E INVESTMENT PROPERTI DB. 860, PG. 568 20' BUFFER / 20' PARKING SETBACK (NO CLEARING OR CONSTRUCTION) m 00 Q z M E O N O N c c > E w °' E +� ~ U 3 Q W LL 0 U. o Lu 0 J U co J — Uj N W p 0', rj z� "n:r :x O w c U j N a c 'n rn O N N M OO J � F z O _d U V) w 0 z O W W I i DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE 1 I0 ILM z H� 0 J H� M� W w U z Q L L W 0 Q cD J z I< U p U w Q J 0 WQ z Wco Q QV z I Q V v 0 0 z Q r U L SCALE 1 "=20' 0 20' 40' JOB NO. 43723 SHEET NO. C5.0 / � Q APPROX. LOCATION OF EXISTING PRIVATE l l l / Q STREET CENTER LINE CONC. PAD WITH �l h� EMBARQ UTILITY / / x CABINETS TMP 60-40D 10" WIDE (LOT ZA) \ / l IllBLOCK WALL ® WHITING OIL CO INC / \ / DB. 713, PG. 670 CONC. PAD UTiLl1 Y CABINET / S6S �e \ - W586b 64 .,I 5 4_566 _ - - 10' EXISTING N SCOMMUNICATION 10' FRONT BUILDING g / 9 EASEMENT SETBACK W� l` Q s6� l \ �� 4.5' �Qw APPROX. LOCATION OF EXISTING WATERLINE OZ �oNyM \ \ \ _ PER CITY GIS v -68.35' / 2208M Al {'VY ROAD LLC l� Q S>� TW 569.97' BW 565.82' 4 DB. 5200, PG. 94 III $IIV 569.96' TW 563.69: �� / iBW 563.48 s\ 570EX � � \ - \ I TMP 60-40C2 / EX / I (LOT 3) / TW 568.75' TW 561.76' 571.35' IWP COL ONNAPE, L L C / / W 565.8T BW 559.85' \�\ \ MHD \ \ \ Q o I DB. 4546, P03. 57 e• 4 ° o OB. 4424, PG. 4140 (PLAT) / / / / TW 568.75',- \_ \ \ \ \ TOP 575.14 I FFE/ BW 562.75' 57000 : . INV OUT=568.32' (SE) / 6 3 569.94' \ TC I / / h� / TW 561.45' �- 569.86" s �/ / / // / BW 559.56'ICA REPLACE EXISTING INLET / \ _ s� o \` �'� / / / / BW562.46' TOP WITH SLIP RESISTANT TC\ \ �� s6' ° v -TC MANHOLE TOP TO MATCH 573.48" \ \ LP' ° 69.90 PROPOSED GRADE �Rcp; \ `s�S \ 57 . \ 6 \ 569.00' TC °°° o 'C SD/INLET l / , \ 6s:82' TC 5 9.86 / \ \ 1 IRON I ( ) T 69.32' o°°° ° / / / \ I TOP=574.66' D 1 570.59( I / / / / :i INV 1N=567.56 15 RCP 569.92' I INV OUT=567.51' 15" RCP \ �E II \\ I C TC 576. 0' / � \ TC TC 56 .79" s O TL- TC 1569.14' 569,29' 569.%5' oS / \ / `\ \72.46' / / / / a ° d / o/ o a TW 0 /DIAI \ , 568.97 , 569.84 / / / / / \ TC , ITC 571.64' / 570.57' TC / TC TC / / / .79' 20' BUFFER / 20' PARKING SETBACK / ^ I �571.84' 571.01' 570.55' / / T / 6g / / ' % / / / / / TC / / 56s.95' i 6$ / _ _ -/- j / / / (NO CLEARING OR CONSTRUCTION) / \ 1 570.04' S TW 569AU �- 1 TC / TC cj(01 BW 568.60'- / \ 5 -.33' TC 8.43' TW 565.49, 1TC ME / ✓ I I tl TC 570.08 /' / I �� / bw 559.49' \579.03� h I 572.TC 03' / 570. �' - - - / / / / / Apo / z I I I I I / I I / �� % 555 / / / / VDOT CLASS 11 / CHANNEL RIPRAP / w TC / / / / OU�ET PROTECTION. � b / I 568.37' I / // '� � / / / / / TG// / 5 1. / I / .,/, // / r - - - WIDTH 1 = 6' / o % / (o / / / / \ Qco 572.67' \� 'n TW 56�a9/ / ' / / / AIDTH 2 = 9.6' ITM)' 6b C3 / \ o� Q0 , O / / / / / LENGTH - 20' I 1 / �`� 1 B W 8- J / DEPTH = 36 I NPC¢L¢57 .96' IRON (F) 50' BUILDINGGj �N 1 w / q ` ' ' / / / / SETBACK \ ,\ TC �� I I I / D 546, PCB / 572.3 ' co I / / ' / ' ' // / / I Cb 575.34' I ¢ 4�2 , P 40 P�A 74467' 1 I C/L CREEK Tc /i i i / (1-3' W) l o\ 574. 9' 5T3.715' 1 ' / f 581.60 W581.53j�\ / \ I TC TC/ 574.72' 5�3.50' TC // / C 573;.13' TW 580.32' / / / '/ //� / PARCEL ID: 070001101 ON BW 575 ./ / ' / \IR(F \' 110' T S785' 2132 IVY ROAD LLC / \ 1 574.47 DB. 2015, PG. 3818 Q� \ TWX75.31' I I 151`L TC, (CITY OF CHARLOTTESVILLE) BW �\74.30' II' I Il I I I I I 572.5A' X \ TW 574.61 1 l J TW 571.25` / 50' BUILDING SETBACK \ \ `BW 574.j4 / /BW 570:75'/ 20' BUFFER / 20' PARKING SETBACK \ J /J l 11 l / /l / / ' i / / / / / // / (NO CLEARING OR CONSTRUCTION) TMP 60-40C4 / // / , IRON (F) / (LOT 4) / CHA RL 0 TTES VIL L E INVESTMENT PROPERTI DB. 860, PG. 568 20' BUFFER / 20' PARKING SETBACK (NO CLEARING OR CONSTRUCTION) m 00 Q z r�.XLTN Off, � 8 N.%TH..AN;1l.5'HOW-kLTER Loc. \lo. 0.401(157151 i►. ONAI . M E O O N 6 N c > E w E +� ~ Q Lu 0 3 'j LL 0 LL0 o � J U co J - Uj N �LLU` W p N z�f-- -� '�nT x O w c U j N a c V) rn O Nfl N M OO J I i DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE 1 I0 ILM L SCALE 1 "=20' 0 20' 40' JOB NO. 43723 SHEET NO. C5.1 co co 0 co T a N N 0 N O N co N c+m c 0 0 3 a U w J_ LL O ry CL w U z H 0 0 M U r) U 0 C� 0 m m 0 0 c m m U ri N rl- v M O 610 610 \ 1 \ \ \ \ HEIGHT OF OBJECT = 3.5 FT 605 605 \ \ 600 600 595 \ 595 \ \ ,?90 \ S T 590 O�S�q 590 585 \ \ 585 EXISTING `\ GRADE \ \ \ 580 \ \ HEIGHT OF EYE = 3.5 FT 580 575 \ 575 FINISHED GRADE 570 \ 570 \ "06'"s \ \ �'ctiT 565 \ \/S,T 565 T \ \ 560 560 \ HEIGHT OF \ \OBJECT = 3.5 FT 555 \ 555 \ 550 \ 550 \ 545 1 1 1 1 1 545 9+50 10+00 0 50 PROFILE SCALE 11+00 12+00 13+00 14+00 COLONNADE DRIVE PROFILE NOTES: 1. EXISTING SURFACE DATA IS FROM ALBEMARLE COUNTY GIS. 2. SIGHT DISTANCE IS BASED ON AN ASSUMED DESIGN SPEED OF 35 MPH FOR COLONNADE DRIVE. HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 M 00 0 Q z SCALE 1 "=30' 0 30' 60' 16+00 M ++ 1 \ \ \ \ \ \ I I ' \ \ T ' J \ p \ \ \ \ l \ \ T INTERS ' CENTq / + lilt P \ _ I 1 I I /\ \ I\ \ 117 - LIN �9 \ 6 71" i 1O� DUCTILE IR I I to 865TO CUL'DE-S'A 1 I I \ " CENTER\1 I I ► I I —�-� b%` I /' /'/ ,' ,%;' 17+00 17+50 L CO 4" VITRIF E CLA/ 1 ` s4-Z) - 1 - \ I / / / /// / / / / I I /I I I 1 1 / \ I I� M E 0 N O N N > E w 6E W > U 3 Q LL o LL � O M Q J U c0 a J — irj t-i d ' N U` tL cV z� ' O :3x u- U j N a c U) rn O N >� M OO J U) O 2 C9 Z) O 0 w w 2 U Q z 0 U) M O r �13 z O _d U V) w 0 z O W W DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY 1. SHOWALTER SCALE 1 " = 50' ILM z 0 J H� M� W w U '-' w LL J_ LLL 0 0 Q J > Z w U = U ° Z W Q Q vJ W 2 — Q 0 U) V 0 0 z V JOB NO. 43723 SHEET NO. C5.3 U) L / TMP 60-40D (LOT 2A) (8) PLA ACE \ / WHITING OIL CO INC (32) HYD SIK \ / / / DB. 713, PG. 670 (12) ILE INK (4) AM ALIT If TMP 60-40B 1 2208 IVY ROAD LLC S,> l 1 II I I DB. 5200, PG. 94 I I (33) FOT GAR (5) ILE WIN \ / \ � \ \ (33) ITE SPR (26)ILE WIN `� \ \ PROPOSED BUILDING// / \ \ \�\ T � (7)ACETGC (6) COR PRI 400,I \ \ 441 \ \ / / / // / // / / / / • \\ �\ I 1 /. / I �4 440 (3) TIL COR // i �� pol- EXISTING \ \\ / /I // / / / I I� I / DECIDUOUS / FOREST Lo I • 1 I (3) QUE PHE / / PARCEL ID: 070001101 21321VYROADLLC \ \ I 1 • I •, / / '/ / i� i, ' / ' ' / DB. 2015, PG. 3818 CITY OF CHARLOTTESVILLE 5P (15) ILE INK (29) FOT GAR (18) ITE SPR EXISTING DECIDUOUS FOREST s TMP 60-40C4 (LOT 4) / CHARLOTTESVILLE INVESTMENT PROPERTI DB. 860, PG. 568 t� � 7- 1 146 `1� j f101 tj SCALE 1 "=40' I NOR 0 40' 80' INTERIOR PARKING LOT LANDSCAPING INTERIOR PARKING LOT LANDSCAPING 1,399 SF PLANT SCHEDULE TREES BOTANICAL NAME ACE TGC ACER RUBRUM 'OCTOBER GLORY' PLA ACE PLATANUS X ACERIFOLIA QUE PHE QUERCUS PHELLOS TIL COR TILIA CORDATA FLOWERING TREES BOTANICAL NAME AME AUT AMELANCHIER CANADENSIS 'AUTUMN BRILLIANCE' COR PRI CORNUS FLORIDA 'CHEROKEE PRINCESS' MAG SWE MAGNOLIA VIRGINIANA SHRUBS BOTANICAL NAME FOT GAR FOTHERGILLA GARDENII HYD SIK HYDRANGEA QUERCIFOLIA 'SIKE'S DWARF' ILE INK ILEX GLABRA'COMPACTA' ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGIN ICA 'SPRICH' M 00 0 Q z SCALE 1 "=20' 0 20' 40' W--p,LTH pF G r� INK W. H 14�IM�III z o. 03/23/20 � tipE xv � OM E N Q N � C > E W W U v � Q LL 0 3 0 LL L W O ro Q J U sy, Z U, N —Sri O � vul a (� Lu v � � z U < OX cn w U) H�QO � C Ln rn 0 N W M CO J 0 CD Z) 0 F- 0 > w W Q z 0 DATE 0 0312312020 } DRAWN BY M. RACHNER • DESIGNED BY • M. RACHNER • CHECKED BY • F. HANCOCK • • SCALE • 1"=20' • V z H 0 J H� M� W W U Hq LL LL O z J Z LLI W U O Q ~ wC/) U Q J 2: W Q 0 Lu m z Q Q V O O z Q U 30B NO. 43723 SHEET NO. L1.0 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT KV 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR( AND OUTSIDE OF I SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL) ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE ON PLAN - SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAP MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE 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, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1 A 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 DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT TI-'_ TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 1- ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP %3 OF BAI BACKFILL PLANTING PIT W17 NATIVE SOIL. INCORPORA7 SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT =W 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 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. 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 QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TOTAL ACE TGC 3 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2.5" CAL. B&B 452SF 1356SF PLA ACE 8 PLATANUS X ACERIFOLIA LONDON PLANE TREE 3.5" CAL. B&B 479SF 3832SF QUE PHE 3 QUERCUS PHELLOS WILLOW OAK 3.5" CAL. B&B 471SF 1413SF TIL COR 3 TILIA CORDATA LITTLELEAF LINDEN 3.5" CAL. B&B 329SF 987SF FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY AME AUT 4 AMELANCHIER CANADENSIS 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 2.5" CAL. B&B 130SF 520SF COR PRI 6 CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 2.5" CAL. B&B 124SF 744SF MAG SWE 7 MAGNOLIA VIRGINIANA SWEET BAY 2" CAL. B&B 113SF 791SF = 9643SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING FOT GAR 62 FOTHERGILLA GARDENII DWARF FOTHERGILLA 36" HT./SPRD. CONTAINER HYD SIK 32 HYDRANGEA QUERCIFOLIA'SIKE'S DWARF' SIKE'S DWARF OAKLEAF HYDRANGEA 36" HT./SPRD. CONTAINER ILE INK 27 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY 36" HT./SPRD. CONTAINER ILE WIN 31 ILEX VERTICILLATA WINTERBERRY 36" HT./SPRD. CONTAINER ITE SPR 51 ITEA VIRGIN ICA 'SPRICH' VIRGINIA SWEETSPIRE 36" HT./SPRD. CONTAINER 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 SEWER/WATER 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 LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. 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. NOTE: ALL TREES IN A TREE PROTECTION AREA OR ISOLATED SPECIMENS THAT ARE NOT SPECIFICALLY SHOWN TO BE REMOVED ARE TO BE SAVED. ANY EXCAVATION OR TRENCHING WHICH IMPACTS THE ROOT SYSTEM OR CROWN BRANCHING OF TREE(S) NEEDS TO BE CARRIED OUT FOLLOWING THE GUIDELINES OF THE TREE PRESERVATION SPECIFICATIONS. THE SERVICES OF A CERTIFIED ARBORIST SHALL BE REQUIRED. �••••••�••••••••� ►••••••�� ��••••1h•••••••••••••••- ■ ■ • • TREE PROTECTION No Scale TREE PROTECTION NOT TO SCALE STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED COLONNADE DRIVE 255 LF 1 LG TREE PER 35 LF 255/35 = 7.3 7 LG TREES 8 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 14,290 SF 14,290 x .05 = 714.5 SF 715 SF 1,399 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 34 PARKING SPACES 34/10 = 3.4 4 LG. OR MED. SHADE TREES 6 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.13 AC (GROSS SITE 10% COVER 1.13 AC x .1 = 0.113 AC 4,922 SF 9,164 SF AREA) = 4,922 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. SEE CIVIL DRAWINGS FOR LOCATION OF TREE PROTECTION FENCING. TEMPORARY, PARTIAL RELOCATIONS OF ENCLOSURE WILL BE ALLOWED TO ACCOMMODATE CONSTRUCTION NECESSARY WITHIN DRIPLINE. AS WORK WITHIN DRIPLINE CONCLUDES, ENCLOSURES SHALL BE REPLACED 18" BEYOND EXTENT OF DRIPLINE. MODIFIED 3.38 County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) I . The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not pennitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shal I be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ® Whcn trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alterative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE (DATE) (DATE) 5/1/06 Page 1 of 1 eco �<�ALTH �f 'A,NK W. HA CQC lil z o. 14 03/23/20 w c� pE M E O p M U N Ui N C: > E E U. w o w O o tY Uj L M d J U 00 w J — Ln 0- > o (7 W N o x of W �; U- 0 Q to = N 2 V Ln Q c -n 0,O N a � i M a� OJ J U-) 0 U 0 0 w > w_ U z 0 > 0 0 d U to w z 0 U) > w w f- 0 DATE 0 0312312020 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE AS SHOWN z H4 0 J F� M� W Uj U J F� Q U. w 0 O a 0 > Z J Q 1 U o W I— w O Q J LLJ 2 z w ^W � L.L J Q Q i U W Q 0 V O J O z U JOB NO. 43723 SHEET NO. L 2.0 L_