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WPO202000019 Plan - VSMP 2020-03-30
CHATTANOOGA - 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 13 TOTAL 34 IN 15 OUT 24 TOTAL 39 VSMP PLAN WPO# COUNTY OF ALBEMARLE, VIRGINIA M A D I S 0 N 4RK CONDOS odd Rp 03/23/2020 y P x UNIVERSITY VILLAGE CONDOS HUNTINGTON VILLAGE 0 44'%Rd Sedona Taphous Chipotle Copeley Hill Apartments Q John Paul Jones Arena Q f zs hyRd Qua `9a SITE LOCATION POPLAR GLEN University Heights Apartments Imo' c� LEWIS MOUNTAIN y9a R s ° T P of Art VICINITY MAP 1=1000' DEVELOPER: TURNER ENTERPRISES 250 WEST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 CONTACT: JOHN THIER TELEPHONE: (434) 533-0788 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 C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.2 EROSION & SEDIMENT CONTROL PLAN - PHASE I C3.3 EROSION & SEDIMENT CONTROL PLAN - PHASE II C4.0 SITE PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN C5.2 STORMWATER SUMMARY PLAN C5.3 SIGHT DISTANCE PROFILE C6.0 STORMWATER MANAGEMENT PLAN C7.0 STORMWATER PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS TOTAL = 21 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 = 2,375 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 Oar 7e (,N_1TiIAN %i. 5iiUWALTER i,ae. No. 040;(1S715l 3/23/20 �J �•�, 0 l+ y 1. �� ' M E O O M U N V1 N O Q O > E w °' E LU Q U. o �LL ter, d' W L M a U o� W J — Lr; C25c: O r, O x � �G� LL C) a G v � _ rV = U > � Q . c Lr) O cy) a i M M V CO J O W �'D ♦— w Q DATE 03/23/2020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE N/A I_J z H� 0 J H� M� W Uj U H� LL 0Q J}w QI__w z = U0W H� w Q�w W Q � w p m U J Q (D 0 z r•l LJ JOB NO. 43723 SHEET NO. C0.0 0 iv 0 0 m 3 0 0 Q Q m 0 W cn D 2 0 m -a m Q 0 3 L_ COUNTY OF ALBEMARLE Dept. of Planning & Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 (804) 2%-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: I 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 i S. W. Heischman, Managing Partner, Colonnade Associates, LLC, dated October 14, 1998. I I If you should have any questions or comments regarding the above -noted action, please do not hesitate to contact me. j I i Sincerely, V. Wayne ilimberg Director o Planning Commyrnity Development VWC/jcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse ALBEMARLE COUNTY CODE I 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 11-1-89) 37. Temporary construction uses (reference 5.1.18). 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 1. Commercial recreation establishment including but not limited to amusement centers, bowling alleys, pool halls and dance halls. (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. Contractors' office and equipment storage yard. 9. Auction houses. • I8-24-3 Original Proffer Amended Proffer (Amendment # ) PROFFER FORM Date: 09/16/98 ZMA # 98-16 Tax Ma Parcel(s)# 60-40 p c3 .42 Acres to be rezoned from R-15 to He 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 2I, 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. L-L.G C010#-J>va.ne L,L.0 (U-(`l-�J' M�; Owners Printed Names of All Owners Date S W _ I4QkSc�Mar� MArJ'\C'kQC pa" (L+ n) � 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. Adminismaative, 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 PERMrr 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 hil 41N l,ac. No, 0A0;1157151 � JNAt i. M !_ 0 0 M U N � N � Q 0 > ;_ w �E LU 0 LL o Lu 0 d' LU L M Q<� U00 W J - 'i > o 0 W N 0 v7 O x of 0 LL 0 a 0 U-) _ 'C' = � N U � Q c Lr) rn O N a � i M a� CO J 0 0 0 w w U Q z 0 0 CL O w Q 0 DATE 0312312020 0 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE N/A ILM z H4 0 J Hq MD W LU U H4 LL LL OQ J ' Cr) Q~ U0 LL O H� U LL C ci�J O LU Lu 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 `D' 100 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 6" W - 0 6" W - ii 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 MTI\Ic 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). (,N'_1Ti1.1 . SH0[ k.ALTLR i,ae. No, 0A0](IS715l M E 0 0 � U N U) N C: > E E LU ~ U a Q LL � o o w O ro � NJ L M Qa _j U 00 W = - Lf) a > o C)" C7 W N 0 O x of� LL 0 a 0 U-) _ N = U � � Q . CLr) O N a i M d � CO J O w 0 U 0 0 w w U Q z 0 0 CL O L7 (A Z 0 0 d U w z O w w Q 0 DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE N/A ILM z H4 0 J Hq D m LU U H4 LL ' O J J a > Q � 0 U0 o H� w Z Q w w W m J 111 Q O I z a c� 0 0 z 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 w APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, vv)) IN THE SECTION ON GS URBAN STANDARDS. 4" �2" RADIUS ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 2" R IE �I 2" R Q Q .Q Doo�Doo�D D D . Doo�Doo�D o o . o .o. s" CG-2 SURFACE BASE [c1�1:I:Ydclq ROAD AND BRIDGESTANDARDS 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 THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. I to Q Q Q Q Q D D D D D D D D D D THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR IS MAINTAINED. SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION \V=T ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 EO R= %4" 1/411a 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 VVIVIF /'1V I LV VVUVI\/'1VL Y L I-U V I L/IVL_ CONCRETE SIDEWALK JOINT DETAIL No Scale STEEL CAP 3.5' 3.5' b a a d BOLLARD DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (TYP.) ' C PAINTED PER 2% MAX. VDOT SPEC. 6" DIA. STEEL PIPE FILLED WITH CONCRETE AND POWDER COATED (COLOR TO BE SELECTED BY OWNER) PAVEMENT PATCH 2'-0" DIAMETER 3,000 PSI AIR -ENTRAINED CONC. FOOTING 2" MINIMUM CONCRETE BELOW STEEL PIPE HANDICAP SIGN LOCATION (VAN) ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale SIGN AND POST DETAIL No Scale EDGE OF PAVEMENT 18' 4" PAINTED STRIPE 9' (TYPICAL) REGULAR SPACE STD. U POST GALVANIZED POST TO BE DRIVEN -1/2" 7 3TH 0.5' FROM EP ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale RESERVED RESERVED PARKING PARKING -------- -- PENALTY PENALTY $M - $U RE $00 - $U RNE TOW AWAY ZONE TOW AWAY ZONE _F VAN 6' ABOVE ACCESSIBLE 6' ABOVE FINISHED 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 > a_ SAWCUT THROUGH a- MATCH EX. CROSS U EX. SURFACE Lu SLOPE UNLESS OTHERWISE X COURSE 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 VARIABLE WIDTH' MAX. CROSS SLOPE 2% a � a a � d d d d 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" P. 9a a 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE �: 0 0 0 0 0 0 0 0 PD6" TYPE 21A STONE COVER / �� j//�\ \1� COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS d 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 I•I I•I•I•I•I -te�aa- 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 m E O O Ol V N N C > E w E ~ Lu U v � Q �! � 3:LL Q LL O w O ro Lu r ) �_j Vo0 LuJ — Ln 11 a > o N CD W [V z ii.- Q) O x (n= vN = U > Ln a . Cu) O m — N Ln d � co J CD Lu w Q DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE N/A Mm U 0 C L) O 0 En 0 Q a cm `o 0 s s Q `o O 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" 6'-3" 3'-11/2" 3'-11/2" 3'4/2„ 3,4/2„ X II II II II III II III II GR-2 GR-2A W-3" POST SPACING) (3'4/2" 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 x 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. z 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 /g' 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 27%q" 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 LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 W 60 1 8' 26:1 14:1 50 6.5' 21:1 11:1 W 40 5' 16:1 8:1 30 4' 1 13:1 7:1 W *NOTE: BLOCK OUT NOT REQUIRED 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 STANDARD W -BEAM GUARDRAIL REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 501.04 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS / 9" GR 2, 2A WI 8 8 5/g" WASHER ^ I I T Ala I %"x18" BOLT & NUT - - - - - - - - Y4" HOLE-- %q' H OLE a 6"x 8"xi'-2" TREATED PINE BLOCK OR 6"x6"x1'-2" 3/q" HOLE 3 �q„ $ RECYCLED MATERIAL. TREATED PINE 0 BLOCK OR RECYCLED Yq„ GLV. STEEL 10D o MATERIAL COMMON NAIL w SEE NOTE 5. w 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL 6"x8"x1'-2" TREATED n ' CONTAINING STEEL BLOCKOUTS. PINE BLOCK BLOCKOUT FOR MAINTENANCE TREATED REPAIR ONLY SOUTHERN PINE- - I LESS THAN T-O" 7Yq„ /SHOLE-,�\ 6x8 WOOD POST a 131e 4"x 8"x1'-2" TREATED /e" PINE BLOCK. STRONG POST THE CRT POST IS FOR USE WITH THE STANDARD GR-101 TYPE IIIOR WHERE SPECIFIED BY THE ENGINEER IN THE PLANS. iNl 4" WIDE BLOCKOUT 8'-0" POST GUARDRAIL REQUIRED TFFaFR py DETAIL A HOIA POST MAY BE HOT ROLLED OR WELDED. LE N Yq" B GUARDRAIL INSTALLATION - HOLES SITES REQUIRING LONGER - II GUARDRAIL POSTS N (V I N 4„ a NOTES: - 6"xB"x1'-2" a II 5/g"x10" BOLT TREATED PINE w 11 & NUT 1• ALL BOLTS, NUTS, WASHERS, AND OTHER o BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. tO -III III -I- -III III -III II RECYCLED w MATERIAL 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY - °=III -III; II -II II N BE INTERCHANGED ON ANY ONE PROJECT WITH a ill W6x8.5 OR Z THE RESTRICTION THAT THE SAME TYPE OF W6x9 POST AND BLOCKOUT MUST BE USED IN ANY - II II SINGLE RUN OF GUARDRAIL. 4 OPTIONAL HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE 11 TO FACILITATE tO I GALVANIZING IN JOT, HARDWARE, ETC. SEE SHEET NOS.501.01 AND 501.02. 31/2" DIA. HOLES II 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER %" x 18 IL BOLT IS INSTALLED. U 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 BLOCKED OUT 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 U8/14 501.05 2016 ROAD & BRIDGE STANDARDS MAX. 6'-0" MAX. 6'-0" GRIPPING RAIL SEE ROAD PLANS FOR RETAINING HR-1 4'/p" O.C. 3/4" NPS PIPE PICKET WALL DETAILS. O.C. S/e" SOLID PICKET AT MAX. 6'-0" MAX. 6'-0" /2' DIA. SOLID STEEL SMOOTH ROUND ROD (TYP.) OR - V STANDARD PIPE. GROUNDING ELECTRODE RAIL EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 1' 3" MAX. ANCHOR BOLTS 4" O.C. 30 FEET. (TYP.) T-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE - 2" RETAINING WALL RAILS � 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE MIN EXPANSION JOINT PICKETS : Yq" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE I. 3" MAX. OR 5 MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) - SEE ROADWAY PLANS 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 2" MIN. NPS (1.90 O.D.) SCHEDULE 40 PIPE 12" 21/' min. MIN. ELECTRODE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) NOTES SOLID STEEL SMOOTH ROUND RO 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 M7NCH1!R1.LTS GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. (FOR USE ALONG SIDEWLKS AND RAMPS) BE SIGNED AND SELED BY A PROFFESSIONAL ENGINEER, HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED H S LLED 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 GE WITH THE CURRENT AALL�SURFACES RAIL BETNCIDENTAL TO OF USE WITH TYPE II& IIIRAILINGS) TO ACHIIEEEA UNIFORM COATING ONVENTING AND(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 3/ 41/2" O.C. /q" NPS PIPE PICKET 4" SEE ROAD PLANS FOR RETAINING ACCORDANCE WITH AASHTO M314, GRADE 36. 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 4�/e" O.C. 5/g" SOLID PICKET 4 WALL DETAILS. 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 I I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. I I I a 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. I I I GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE-6. 9 G SYSTEMS MAY BE USED IN LIEU YAND AILATHE I OF DESIGNING FABRICATING RAILING. DOCUMENTATION FROM 1 R 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 �q" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. 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 238 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) 3" CONCRETE COLLAR � CRUSHED STONE BEDDING 6" DI CLEANOUT CLEANOUT DETAIL No Scale I ` q, p.„ 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 .11 4 REINFORCING ROD CAL SECTION N NOTES: STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. 4/ - UALL STEPS SHALL PROTRUDE 41/p" FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SHALL_ 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. 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 OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO,CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00498A. �< ALUMINUM STEP SPECIFICATION �VDOT REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.)9 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I it SHAPE TO I �; CONTOUR I •. 'i OF PIPE I I I a SLOPE DRAIN TO INVERT OF OUTLET T PIPE SECTION A -A TRANSITION BETWEEN PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. n 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 ` 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 v PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 257 OF COARSE AGGREGATE MAY BE / :T UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, v BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I I::• ; ' SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. a ' 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 \VD=STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.08 2016 ROAD & BRIDGE STANDARDS 0 a MR STEP �(TYPJ e e I1(\ it F r o 'e � NOTE, MIN, 60' DIAMETER MANHOLE REQUIRED, ZOP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBER BOOT, 2 GASKETED t$• STOP COUPLING 27' " DROP PIPE PIPE STRAPS %.'>" (STAINLESS STEEL) :;,:•+>,^; SPACED EVERY !:,.;'•••!'• ; 2' VERTICALLY F•;:j,a^. _--90* RESTRAINED BEND • ►' . 4 ' ► ° ° MAIN SEWER >''.q'<I' 4 .Y,<•'a .0 a C.T-' PIPE 4 PLAN PROFILE MIN, 6' BEDDING WITH NO, 66 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE W ILL 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. S. 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 a K31 STEP �(TYPJ e TD-30 NOTE, MIN. 60' DIAMETER MANHOLE REQUIRED, MANHOLE PVC CROSS T APPROVED FLEXIBLE RUBBER LSE GASKETED STOP COUPLING 27' PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY --90* RESTRAINED BEND ° s' • e ' ► ° ° MAIN ° SEWER q r• 4. i, 4" y q . y e•' PIPE PLAN PROFILE MIN, 6' BEDDING WITH NO. 6B 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 GASKETJOINT. 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 AT45 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 BY HAND OR APPROVED SPRING LINE MECHANICAL TAMPER OF PIPE 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 E I PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE I I . ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID 2 LJ d z N cN M.J. GATE VALVE WATER -1 W h I I d u h" LINE 2500 P.S.I. CONCRETE ¢ 4 2'x 2' BEARING AREA. THRUST BLOCK 4 4 G a ' G v 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 • •,.) VALVE ) ' 1 . 6,. X 6„ TEE 2500 P.S.I. CONCRETEI a:A: BASE AND THRUST ; , )) ;'�• o:`.� ;• 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 I ;ML/ 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 Bea" I B„ INITIAL BACKFILL B za' IN B» MIN MIN. MIN. MIN. v 6" BEDDING #68 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 4'IMI INITIAL BACKFILL 4JMI UNSTABLE 8" SOIL MI MIN. L MIN MIN. _--_ #68 STONE --:GRANULAR FILL AS •^i:= -APPROVED BY ACSA % �A I bcli' Z STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. No ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5.BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-34 TD-2 07-,1.,NLTN Oar (,N7_%TFL'V %i. SHOWALTER � ),IC. No. 040-1(1571 ,J •s.1 lfjNAt M CD 0 U N (n N O > E >_ W = a M 4- Q LL O 0 LL w 0 (oL r1 of 11J M Q J V 00 z wN -Lri O CL iA O N d (j W N �- 1 CC >� u Q U W W 0 D Q 7 to X c N z L O HUQko Ln C O� N (41/) W a t 00 J u) I- Cr O (7 O 0 W > W = Q U 0 Q z O (J) DATE Of 0312312020 O } DRAWN BY A. MABEE • DESIGNED BY • K. MELLON • CHECKED BY • J. SHOWALTER • • SCALE N/A • • z uJ 1� co uj U H� O > Q J Li I) U0o ~� W Z Q Q Q W w Ic�I 1I1 W J a O z V O O z U JOB NO. 43723 SHEET NO. C1.2 > N 0 YN (0 3 N 0 2- n T c f6 0 CD N a 0 c f6 L N C: (6 m s `o a� 0 L C a) D 70 0 0. C� 2 z mO 0 T H m o -0 c U) m C d 0 0w (9 3 z (n O U) a g x w N ow V_0 O CL w o a CD r- > En w 7 N L) O (D O 2 m v, (o c UU) 0 c `o a) E c U CU vo 6 a) -�6-0 .5 O C U) O U 2 C N U) rn O C O N O_ Or. �v CD N E L 2x4RAIL (TYP.) 7--, 3'- 0" STONE 6 CONC.- 4 x 4 POST UNLESS 0 THER WISE NOTED ON PLAN 1 x 6 TRIMMER 1 x 6 SIDING NOTE ADJUST TO HEIGHT OF CASTER WHEELS ON GA TE 3'- 0 " 12" POST ELE VA TION PLAN VIEW NOTE: ALL LUMBER SHALL BE PRESSURE TREATED DUMPSTER PAD & ENCLOSURE DETAIL No Scale 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' 1 MAX.) WIDTH I--- OF SECTION A -A ADJACENT GUTTER CG-12 ACROSS DRIVEWAY ENTRANCE No Scale 1 x 6 TRIMMER 1 x 6 SIDING 1 x6CAP 1 x 6 TRIMMER 2 x 4 RAILS OUTSIDE ELEVATION INSIDE ELEVATION vim- i� i wvi i vviw r-u�v DETECTABLE WARNING PLAN STRIPS (12==X.) �mp'y' .) CURB CURB 114 " SAG W1 TH TURD 2x4CRC 2x4FR 12' S 7 HINGE 4 .. A /I A M /)l Ir-M OUTSIDE GATE VIEW -.� , -) vvnL-L-L...a INSIDE GATE VIEW } SHOW-kLTER 1-ae No. 0A0;(157k5J 3/23/20 1r)NAL v. M E 0 Mr1j O N � C Q O > E W >_ Lu ~ U v Q LL o 0 LL w O ' 11J �M U o0 W J — Lrj N C, N Lu 3 3X O U) _ N =v�o CLn o m 41 N >� M CO J O W 0 0 ry _ H w w U Q z 0 0 z 0 ►7 z 0 H a U LO w z 0 W w H a 0 DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE N/A ,M� Lu U I —I LL LL U) O J J a � Q � Q U0 oQ 0 �w z Q_jQ Lu w U) �mw J a O z JOB NO. 43723 SHEET NO C1.3 L- / = LEGEND / WATER VALVE / HYDRANTFIRE QS SANITAR MNNHOLE / QD STORM MANHOLE BENCHMARK 00 LIGHT POLE O PROPERTY CORNER FOUND (AS NOTED) ❑t TRANSFORMER APPROX. LOCATION OF EXISTING PRIVATE l =l 0 TELEPHONE PEDESTAL STREET CENTER LINE OI POWER METER / FIBER OPTIC MARKER _SAN SANITARYPIPE / / O STORM PIPE CONC. PAD WITH - / EMBARQ UTILITY / N , CABINETS EDGE OF PAVEMENT (EP) WATER LINE (AS MARKED) / / ` \ `'� \\ /l ❑ 10" WIDE TMP M 6 2A)D w BLOCK WALL DECIDUOUS TREE \ l l WHITING OIL CO INC DB. 713, PG. 670 TREELINE MANAGED l CONC. PAD \ O� / l t — l 6 SLOPE (TYP.) / P _ / W/ U'7L / CABINET l `5, 6 10' EXISTING COMMUNICATION 10' FRONT BUILDING \ \ i / _ - - - _ EASEMENT b^ SETBACK- \ A / \ 411 /=Q , �Z „%' EXISTING 10' COMMUNICATION \ \ \ \ \ \ Z EASEMENT FOR VIRGINIA \ \ \ TMP 60-40B 1 APPROX. LOCATION OF EXISTING WATERLINE /� `yo \ \ / l� \ TELEPHONE CQ1fi11PANY j'' � \ \ I I L PER CITY GIS / O-4 4 S DB. 439, PG. 88 \ \ I .1 1 I I I 1 tr / 2208 I VY ROAD L C C.) �o \ \ \ ` I / -t , 1 I I 1 I DB. 5200, PG. 94 \ \ l I TMP 60-40C2' PEAR (TYP) / \ ) \ I LOTS / IWPCOL ONNAQE, L L C / / / // // % 1\ ., ;� ��\ \❑s \\� \ / i DB. 4546, PG. 57 TOP=5 MHD l \ \ \ \ \ \ OB. 4424, PG. 4/40 (PLAT) INV OUT=568.32' SE ' \\ It Rcp o \� I IRON / ) SD/INLET TOP=574.66' l / \ \ �� \ ,I \\ I/ / / /' / / / / / / / / / / / / / // // \ \ \\ \ \ c,00 INV IN 567.56 15 RCP \ , \\ // /' � / , / / / �4jh INV OUT=567.51 15" RCP \ / I �G\A MHS TOP=575.89' INV IN=571.89' 10" PVC INV OUT=571.79' 10" PVC TREELINE tXISTIN 20' DRAINAGE EASEMENT X DB20 BUFFER / 20 PARKING SETBACK . 434,/PG. 607 nU. \ I I / ' PG. 17 (PLAT) / l / / / � / / '/ / � % - -�- = / \X \ ? (NO CLEARING OR CONSTRUCTION) MANAGED SLOPE (TYP.) / / I I I I / 'i1-1 SUR VEY NO TES: \\\ I I / / 5Q �•�. / I I 1 / / / / / / / / I / �� \ / / // / / / / / / (S ITM,6 66-49C3 I \ \ I > �X arr / O WP/COL(L N DE, LL/\C \ \ 1 r '- -/ ' / ' / \ IRON (F) 50' BUILDING D I I l ID 4546, PG. 57 \ I I I I / `� // SETBACK I B. 4424, P 440 P AT \ 1 / / // / / p �/ '/ //i C/L CREEK 15"RCP ( OUTFACE ) (1-3 W) 2. INV=555.37' 3. ' ' B /TN PARCEL ID: 070001101 E21321VYROADLLCON DB. 2015, PG. 3818 (CITY OF CHARLOTTESVILLE) �S EXISTING 20' 88 I DRAINAGE EASEMENT Of 50'BUILDING SETBACK / DB. 434, PG. 607 20' BUFFER / 20' PARKING SETBACK 1 / / / / / / / ' / / / / / ' / / / PG. 617 (PLAT) 5 / (NO CLEARING OR CONSTRUCTION) ` /l l l /l l / I / �'/ / / �'/' / A 6. S U P TMP 6040C4 // / / IRON (F) / MHS (LOT 4) / CHARL 0 TTESVILLE INVESTMENT PROPERTI INNVVOUOU 7.07' DB. 860, PG. 568 20' BUFFER / 20' PARKING SETBACK T=582.47' 10"PVC) / NO CLEARING OR CONSTRUCTION MANAGED ( ) SLOPE (TYP.) PROPERTY INFORMATION: OBJECT) COUNTY TMP: 60-40C2 & 60-40C3 WNER: WP COL ONNADE L L C EED BOOK 4546 PAGE 57 R OPERTYADDRESS: COLONNADE DRIVE ALBEMARLE COUNTY, VA 22903 THE SURVEY SHOWN HEREON IS BASED ON FIELD SURVEY BY MMONS GROUP COMPLETED ON JANUARY20, 2020. THIS PLAT DOES NOT REPRESENT A BOUNDARY SURVEY. OUNDARY /S COMP/LED FROM DEEDS AND PLATS OF RECORD /N HE CLERK'S OFFICE OF THE CITY OF CHARL0TTESV/LLE, FORMATION CONTAINED IN 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 NAVD DATUM ESTABLISHED THROUGH LEICA SmartNet RTK SERVA TIONS. ND R NO TITLE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH RE NOT SHOWN HEREON. MISS UTILITY TICKET INITIATED; TICKET NO. A002101727. NO ERGROUND UTILITY INVESTIGATION BEYOND INFORMATION 0VIDED VIA MISS UTILITY HAS BEEN CONDUCTED BY THIS FIRM. cM 00 0 Q z uN7_%TKL , . SHOW.kLT1 � 1,ae. No. {)40](15715l .00 3/23/O ' 1DN Al M E O p M V N V; N c: > E w E W � �+ ~ U a) 3 Q �" t 3 0 LL o w O c6 ,1 c yd L M Q�w U00 W = — LPI M a cc:,. N C7 W N O x o Q : w _ , = N U > ko Q c Ln rn O N 41 a -'t 00 J 0 0 0 w w U a z 0 M 0 CL O z 0 U w z 0 w w a 0 DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY 1. SHOWALTER SCALE 1"=20' ,MJ z H� J 1- 4 co Lu U H_q LL LL '^ z OQ O 0 Z z U0 O � w U 0 a LL w z C co G a U) i X W V O O z 1A 6 c M U N 0 0 0 a Q T c m 0 a) N 0 U) a c co 0 0- 0 a) 0 L- SCALE 1 "=20' 0 20' 40' JOB NO. 43723 SHEET NO. C2.0 LEGEND: z APPROX. LOCATION OF EXISTING PRIVATE / Q STREET CENTER LINE OQ / CONC. PAD WITH �l h� EMBARQ UTILITY CABINETS TMP 60-40D \ 10 WIDE © \ \ © BLOCK WALL (LOT2A) WHITING OIL CO INC DB. 713, PG. 670 / / \S6 MANAGED l t l `s SLOPE (TYP.) CONC. PAD / \ O / P — \ W/ UT%LITY \ \ / S _ �- S� / CABINET 6 \�--- -56 10' EXISTING COMMUNICATION 10' FRONT BUILDING / \ \ / / ��� — — — _ _ _ EASEMENT SETBACK \ \vQ Al 411 \ _ / \\\\\\\\\\\ / Q EXISTING 10' COMMUNICAT/ON _ �`v cy � \ �' EASEMENT FOR VIRGIN/A \\\\\\\\\\\\ \ \ \ APPROX. LOCAT/ON OF EXISTING WATERL/NE /�_ `ho \\\\\\\\\\\\' \ \ I I TMP 60-40B1 TELEPHONE COMPANY PER CITY GIS / O�/ DB. 439, PG. 88 \ �\\\\\`y\ I I I I / 2208 /VYLLLL 4 S\\\\\��� I I / �., i ' o DB. 520ROAADC I 1 I I REMVE / TMP 60-40C2 PEAR (TYP) � I\\�\\�C\\\\ \ \ \ \ I (LOT 3) / / \\\\\\ WP COL ONNAQE, LLC �\ DB. 4546, P93. 57 MHD \ TOP=575.14' OB. 4424, PG. 4/40 (PLAT) lNV OUT=568.32' (SE) Rcp IRON ( ) SDIINLET TOP=574.66' INV 1N=567.56' 15" RCP \ \ \ REMOVE PIPE TO LIMIT/ / / / / / / / / \ \� \\X\ lNV OUT=56SHOWN ON GRADING PLAN 7.51 ' 15"RCP \ / \ � � MHS l \ s � �\ / / EXISTING PROPERTY LINE TO BE VACATED \ \ \ \ \/ / EXISTING DRAINAGE TOP=575.89' INV 1N=571.89' 10" PVC s\ \ \ / EASEMENT TO PE lNV OUT=571.79' 10"PVC VACATED. / tX/STIN 20' REMOVE EXISTING INLET TOP \ \ I I / / / / r DRAINAGE EASEMENT AND PRESERVE BASE. ADD I I / / / / DB. 434,/PG.607 _ 20' BUFFER / 20' PARKING SETBACK \ ' ' \ I / ^ / / \\ \\ \ \\\\\\\ / / / / / '/ / / / / NEW MANHOLE TOP PER Pam' \ I I I r / �X \ PG. 17(PLAT) \>\\\\\\�\\ _—_—/ ' (NO CLEARING OR CONSTRUCTION) GRADING AND DRAINAGE PLAN. `� \ I I I �S" p / \ l\\\ / MANAGED SLOPE (TYP.) Q1 ITM�' 6f7-4gC3 I / (L T 1) /(il/P/C L NNADE, LL/C \ \ / 1 I ��\\\�\\\\ / j / / / \ IRON(F) 50' BUILDING I I lD 546, PG. 57 I / / \ \ I I I `� / \ I \\\\mil\ / / / / / / / SETBACK 1 I I I I ¢B!424, P 440 (P AT) /// \\\\ \ 1 1 I \\ / // // // / / I , � / C/L CREEK \ I 1 / / // // / / / / "Ile V / / / 15"RCP (OUTFACE) (1-3' W) / / / / / / INV=555.37' PARCEL ID: 070001101 2132 IVY ROAD LLC \IRON DB. 2015, PG. 3818 (CITY OF CHARLOTTESVILLE) Lo EXISTING 20' DRAINAGE EASEMENT 50' BUILDING SETBACK DB. 434, PG. 607 20' BUFFER / 20' PARKING SETBACK I / / / / / / / ' / / / / / / / / // PG. 617 (PLAT) / (NO CLEARING OR CONSTRUCTION) TMP 60-40C4 �/ , / IRON (F) (LOT 4) / / MHS CHARL 0 TTES VILLE INVESTMENT PROPERTI TOP=587.0T DB. 860, PG. 568 lNV OUT=582.47' 10"PVC) / 20' BUFFER / 20' PARKING SETBACK MANAGED (NO CLEARING OR CONSTRUCTION) 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 cM 00 0 Q z uN7-%TFl�\ M. SHOiVkLTI-R 1,ae. No. {l4U--- (ls715l M E O p N V; N c: > E w E +� ~ uj U 3 Q �! 3 LL 0 LL o w O cl� L M QydLLw U00 W = — LPI �mJ W rj p N v O x o Q w L _ N = U > Ln Q rn O N N M 00 J 0 0 0 w w U Q z 0 M O CL O c� w a DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER '_J z H� J H4 D co Lu U H—q LL LL 0 J r 0- Q z z U o _o ~� LLJ QJ J w 2 w m J 1u Q 0 V 0 0 z U 0 c ai U C N 0 0 0 a a T C `o a) a) N 7 6 U) a c co 0 0- 0 L SCALE 1 "=20' 0 20' 40' JOB NO. 43723 SHEET NO. C2.1 EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INCLUDED A NEW MEDICAL OFFICE BUILDING, PARKING LOT AND ASSOCIATED SITE WORK. THE LIMITS OF DISTURBANCE IS 0.85 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS CURRENTLY BOUNDED BY ST ANNE'S BELFIELD SCHOOL TO THE EAST (CITY OF CHARLOTTESVILLE PARCEL), COLONNADE DRIVE TO THE WEST, A RESIDENTIAL PARCEL TO THE SOUTH, AND TWO COMMERCIAL PARCELS TO THE NORTH. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY 2 ADJOINING VACANT LOTS. OFF -SITE AREAS NO OFF -SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT. CRITICAL EROSION AREAS NO CRITICAL EROSION AREA EXIST. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. EROSION AND SEDIMENT CONTROL MAINTENANCE ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SETTLEMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS PLACED AT THE OUTLETS OF PIPES OR CHANNEL SECTION TO PREVENT SCOUR AND PROTECT THE OUTLETS STRUCTURE. 6. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT VEGETATIVE PRACTICES: 7. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 8. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING, SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3: 1. FOR SLOPES GREATER THAN 3: 1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COMMUNITY DEVELOPMENT OFFICE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, LEVEL SPREADER STRUCTURE AND CULVERT INLET PROTECTION. 3. ONCE PIPE AND OUTFALL PROTECTION ARE IN PLACE, INSTALL DIVERSION DIKES TO DIRECT FLOW ABOVE WALL INSTALLATION TO CULVERT INLET PROTECTION. 4. BEGIN INSTALLING WALLS AND FILLING BEHIND WALLS. THROUGH FILLING AND CONSTRUCTION, ENSURE DISTURBED AREA FROM BEHIND WALL DRAINS TO CULVERT INLET PROTECTION OR INLET PROTECTION BEFORE ENTERING PIPE SYSTEM. 5. ROUGH GRADE PROJECT AREA. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II 1. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 2. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. SILT FENCE MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 3. ONCE CONSTRUCTION IS COMPLETE, ALL CONTRIBUTING AREAS ARE STABILIZED, CONTRACTOR SHALL CLEAN ALL DEBRIS FROM PIPE SYSTEMS. 4. EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 91 - URBAN LAND, 0 TO 25 PERCENT SLOPES, 10 INCHES PLUS TO RESTRICTIVE FEATURES, HIGH, HYDROLOGIC SOIL GROUP: D pF Al, COUNTY OF ALBEMARLE Department of Community Development `rRGII�IP' Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. 41" R4 SHOMLTER 1> 1-ic \o. {lAU;(157k5J * 1 r)NAt M E O O M U N VI N C: Q o > E w E ~ U v � ! Q��� w o oLL w O 10 ,1 d' Uj L M J U 00 J - Lj N g N N ('D W 'X O o Q w U) X v N =U>o a CLn O rn41 U >� M a. -,t CO J o w U) 0 0 0 0 w > w U Q z 0 V) > 0 Z 0 a U V) w 0 Z 0 > w w a 0 DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE Uj U H� LL LL r•� �J J Q U w a cD 0 0 z a Q v N/A a Z O w J tY a w m J Q J 0 Z O U Z LLI 0 LL] U) 06 Z O 0 (If LU L_ LIM JOB NO. 43723 SHEET NO C3.0 3 7 J Q W 0 o6 J U z U U H z w 0 w U) od Cl) U 0 U iv C7 0 'm 0) 0 0 c I U Cl) N r- M 5 cm 0 m TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS DI "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) 70'MIN.5:1 EXISTING UNDISTURBED AREA > p 5'AT HIGH END OF DEVICE A31 PAVEMENT ;.+ �ip/POINTED UPHILL TO PREVENT SEPT.1-FEB.15 50/50MIXOFm�m�m-��END-AROUND FLOW 6" MANNUAL RYEGRASS FILTER MOUNTABLE BERM ___ __ ''(LOLIUM MULTI-FLORUM) TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION CLOTH A(OPTIONAL)��- N 18" DIAMETER FILTREXX® SOXXTm & 50-100SHALLOW BLANKET) SIDE ELEVATION �(ALSO AVAILABLE IN 8",12"AND 24" CEREAL (WINTER) RYE SLOPEEXISTING GROUND DIAMETERS) (SECALE CEREALE)„ = ON SHALLOW SLOPES, STRIPS NETTING PROTECTIVE COVERINGS MAY BE APPLIED 70' MIN. FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 ��lt ACROSS THE SLOPE. wasHRACK 10' MIN. ya WOODEN STAKES PLACED 10' O.C. (LOLIUM MULTI-FLORUM) �'"�' B L OPTIONAL WHERE THERE IS A BERM AT THE BERM C> 0 10 EXISTING a' '? G��Q� �� MAY 1 - AUG. 31 GERMAN MILLET 50 TOP OF THE SLOPE, BRING THE��,H, _ r„ - 12' MIN. MIN �y� = O MATERIAL OVER THE BERM AND Ci�LCi�Lc PAVEMENT ^� c Q PS (SETARIA ITALICA) 3.31 TA1 - > 0 STEEP ANCHOR IT BEHIND THE BERM. „ y, E AREA OF SLOPE VDOT #1 COARSE AGGREGATE B POSITIVE 10 MIN. ,E EXCAVATION / TEMPORARY SEEDING PLANT MATERIALS ON STEEP SLOPES, APPLY PROTECTIVE * MUST EXTEND FULL WIDTH F DRAINAGE TO w DISTURBANCE c� US U O SEDIMENT U No Scale �„ „- COVERING PARALLEL TO THE DIRECTION U +� INGRESS AND EGRESS OPERATION Q OF FLOW AND ANCHOR SECURELY. TRAPPING DEVICE o U. o NOTES: PLAN VIEW w O a^_, ® + 1. REMOVE SEDIMENT FROM THE--,,, -„-,, oC w rn 5' AT LOW END OF DEVICE UPSLOPE SIDE OF THE SOXXTm WHEN 7°- BRING MATERIAL DOWN TO a J U co Z POINTED DOWNHILL ACCUMULATION HAS REACHED�2 OF A LEVEL AREA BEFORE 12' MIN. ce ' ' o rn STABILIZED TO PREVENT PONDING ,,, TABLE 3.32-D DISCHARGE EFFECTIVE HEIGHT OFSOXX TERMINATING THE 4"� a � o N AREA 2. SLOPES GREATER THAN 5%MAY SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 3"MIN. (� w M REQUIRE ADDITIONAL STABILIZATION INSTALLATION. TURN THE PRACTICES TOTAL LBS. PER ACRE DIT4_HFLOW END UNDER 4" AND STAPLE 12 -iii-1 l-i - 3" MIN. � I~- � x U 3. SOXXTm MAY BE SEEDED AT THE TIME SECTION A -A 0 °i FILTER CLOTH Q OJ < w OF INSTALLATION MINIMUM CARE LAWN o _ N z 0 COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IN DITCHES, APPLY PROTECTIVE COVERING v Q U O -li- -„„PARALLEL TO THE DIRECTION OF FLOW. 6'-7" rnFILTREXXO RUNOFF DIVERSION USE CHECK SLOTS AS REQUIRED. AVOID IMPROVED PERENNIAL RYEGRASS 0-5% =m= - 0 N > KENTUCKY BLUEGRASS 0-5% '�'-'~"� �'-'~"� r °l JOINING MATERIAL IN THE CENTER OF THE a GENERAL SLOPE (3:1 OR LESS) DITCH IF AT ALL POSSIBLE. 00 uj KENTUCKY 31 FESCUE 128 LBS. REINFORCED CONCRETE DRAIN SPACE RED TOP GRASS 2 LBS. SECTION B-B MAX. WATER LEVEL SEASONAL NURSE CROP * 20 LBS. 150 LBS. a" MINIMUM FREEBOARD LOW -MAINTENANCE SLOPE (STEEPER THAN 3: 1) BM 3.36-1 CE 3.02 O SLOPE rIV7 18" DIAMETER FILTREXX® SOXXTM *SEE SLOPE STABILIZATION SEED MIX (ALSO AVAILABLE IN 8", 12" AND 24' DIAMETERS) SOIL STABILIZATION BLANKET (TREATMENT-1) STONE CONSTRUCTION ENTRANCE ce ce 2 No Scale No Scale H 2" X 2" X 36" WOODEN Lu STAKES PLACED 10' O.C. �y Lu * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET = Q AS STATED BELOW: ERNST CONSERVATION SEEDS FRAME WITH GRATE Q SINGLE INSTALLATION SECTION FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 P p NTS MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET 1 5, trl c_FRAME U) DATE AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE MAX. _ _ l 1 > NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE BOTANICAL NAME COMMON NAME 03/23/2020S� ** PRICE/LB SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF 3 DRAWN BY FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 MIN. GATHER MAX. WATER LEVEL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU A. MABEE OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED �, ��` EXCESS 85 AT DESIGNED BY 1 PERENNIAL RYEGRASS 00% LOLIUM PERENNE, , . ra" MINIMUM FREEBOARD MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE 20.• 2.1 MAX. SLOpE I ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER 'FASTBALL RGL' 'FASTBALL RGL' CORNERS • K. MELLON i 18"DIAMETER FILTREXX®SOXXT"' SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. (TURF TYPE) (ALSO AVAILABLE IN 8, 12" AND 24" • CHECKED BY DIAMETERS) 20.00% PHLEUM PRA TENSE, TIMOTHY, 'CLIMAX' 1.20 2" X 2" X 36" WOODEN 'CLIMAX' PERSPECTIVE VIEWS • TS 3.32 I J. SHOWALTER STAKES PLACED 10' o.c. ANENT SEEDING MIX FOR PIEDMONT AREA 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 STAKE I • • SCALE PERM� PYRAMID INSTALLATION SECTION No Scale 10.00% AGROSTISPERENNANS, AUTUMN BENTGRASS, 14.00 FABRIC 1 • N/A NTS ALBANY PINE BUSH - ALBANY PINE BUSH - I IIIII MIN. NY ECOTYPE NY ECOTYPE III — o • O FILTREXXO RUNOFF DIVERSION SECTIONS 8.00% AGROSTISALBA REDTOP 8.00 PA A • DETAIL A v NTS SILT FENCE CULVERT INLET PROTECTION 100% MIX PRICE/LB BULK: $3.61 Z ENDWALL SEEDING RATE: 40-60 LB PER ACRE ~� WOODLAND OPENINGS Q SF 3.05 TOE OF THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR ELEVATION OF STAKE AND FABRIC ORIENTATION J FILTER SOCK FILL CULVERT WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX SPECIFIC APPLICATION tn No Scale O FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE � INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT o THE MIX WILL NOT. EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY w co TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET w 3 IP OR HIGHWAY MEDIANS. J N * TOE OF U 3.07-1 O GRAVEL CURB INLET SEDIMENT FILTER SILT FILL FENCE *DISTANCE IS SLOPE STABILIZATION SEED MIX STORM DRAIN INLET PROTECTION U. / FLOW 6' MINIMUM IF **OPTIONAL STONE COMBINATION No Scale z No Scale FLOW IS 1.5' TOWARD O EMBANKMENT O U TEMPORARY RIGHT-OF-WAY DIVERSIONS j N' DTO HAVE 2ALONG 1. SET THE STAKES.EXCAVATE A 4"X 4" TRENCH UPSLOPE z z FLOW— 2•5' COMPACTED SOIL STANDARD EC ALONG THE LINE OF STAKES. Z w LIJ MATTING ON UPHILL 0 Uo 2� SIDE U a ** 18" MIN. r=j�� / % �� i / �� ,,� VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I FLOW - J 46 AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP a-- /J II Q � w 0) GRAVEL FILTER 12„ HORSESHOE " WHEN HIGH VELOCITY OF FLOW w 2: u) , RUNOFF WATER WIRE MESH IS EXPECTED FLOW III I 4" LLI FILTERED WATER CO Q� /C7 o a 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE 7 4 CL 4.5' MIN. EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. Z p c s I O C 2i cu o o — C I P 3.08-1 DD 3.09 E 5 (BC c o d C O O SEDIMENT IIII a AgillCULVERT INLET PROTECTION TEMPORARY DIVERSION DIKE - _ _ i (D o CONCRETE . — � III - Illi O w � 2 GUTTER 12 CURB INLET NO Scale No Scale �� FLOW ��/ - 0 3 0� GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. III =III a SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) o w SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT .3 CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO ° 3' fl CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND I FLOW I MAX. > Y UNPROTECTED AREAS. '° (F) 2 � w TORMWATER INLET PROTECTION ��� \ = N[N!o Scale IIIII ( l F POINTS A SHOULD BE HIGHER THAN POINT B. -0 ¢ DRAINAGEWAY INSTALLATION 0 U (FRONT ELEVATION) JOB No. t a SF 3.05-2 43723 -02 c rn � c V O c U SILT FENCE (W/O WIRE SUPPORT) SHEET NO. a o C3.1 No Scale E L EROSION CONTROL LEGEND * / LIMITS OF CLEARING AND GRADING DRAINAGE DIVIDE / SOIL AREA DIVIDE CE CONSTRUCTION ENTRANCE 3.02 SF SILT FENCE 3.05 / PPROX. LOCATION OF EXISTING PRIVATE / Q IP INLET PROTECTION 3.07 STREET CENTER LINE / / `' O / SOIL TYPE. O 88 CIP ® CULVERT INLET PROTECTION 3.08 / / O DD DIVERSION DIKE 3.09 / / CONC. PAD WITH / O EMBARQ UTILITY CABINETS OOP OUTLET PROTECTION 3.18 / / / ❑f / IT \ / 10 / WIDE TMP 60-40D \ l l © © BLOCK WALL (LOT 2A) — TS TEMPORARY SEEDING 3.31 / \l WHITING OIL CO INC PS PERMANENT SEEDING 3.32 / \ \ � '/ / f / / 66, / CONC. PAD OMU MULCHING 3.35 �l WCA�NE� l \ \ / 5 © CONTRACTOR TO PROVIDE SILT \ \ FENCE, FILTER SOCK, OR 10' EXISTING DC DUST CONTROL 3.39 APPROVED EQUIVALENT. — — COMMUNICATION 10' FRONT BUILDING v / / / _ _ _ \ EASEMENT SOIL TYPE: SETBACK BM AREAS STEEPER THAN 3.1 TO BE 3.36 \ \ ^ \ \ O STABILIZED WITH STABILIZATION 91 BLANKET 4 V SF * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER N \ \ \ \ � � \ \ \ � \ \ APPROX. LOCATION OF EXISTING WATERLINE D TMP 60-40B 1 D /�� c`oyoM _ _ _ _ _ _ — \ ' I_, \ \ \ \I 1 PER CITY GIS Ov 1 I I I / 22081VYROAD LLC l (� a Sip \ -s \ I 1 11 I I 1 DB. 5200, PG. 94 \ j PEAR (TYP) \ \ I TMP 60-4OC2 \ DC (LOT 3) / / / / / / \\\ \ LIMITS OF DISTURBANCE = 0.85 AC. \ \ IWP COLONNAQE, L L C / / \ \ \r-fl\ \ TS DB. 4546, PG. 57 Gi \ I TOP=5 5.14MHD / \ \ \ \ \ OB. 4424, PG. 4140 (PLAT) / / / / SF INV OUT 568.32 (SE) o \� I IRO ) SD/INLET TOP 574.66 INV 1N=567.56' 15" RCP I P INV OUT=567.51 ' 15" RCP \ C E DC /' / �/ T,REELINE s�e/ — \,ti / / / / / tXISTIN 20' / /D TS GEEASEMENT DB. 4341PG.607 I CIP 20' BUFFER / 20' PARKING SETBACK PG. 617 (PLA T) (NO CLEARING OR CONSTRUCTION) -' I �, ,;� �,�/ /� // , `,- SOIL TYPE: I ITM,6 66-4 C3 / \ \ 1 / \� __ / / / / / I l (L T1) \\'� 91 / I WPC C L N DE, LLC \ \ 1 y - I I 1 1 / IRON (F) / 50 BUILDING I I l lD 546, PG. 57 / ' I I / SETBA5 P 440 (P AT) 1 I DID \ %(\ 4.17' I I I I DC I /� \ I\ \ I / '// / �/ i i i /i , / \ \ I ',' / C/L CREEK ���/1-3' TS 1 \ / � / � l 15" RCP (OUTFACE)C-j ( W) \ Q \ I \ ( l \ \ \ \ I\ I\ \\ ` \\ \ \ \ \ 560 INV=555.37' \ PARCEL ID: 070001101 / — \IRON (F \' I I\\ SF �' 2132 IVY ROAD LLC , DB. 2015, PG. 3818 (CITY OF CHARLOTTESVILLE) / /50- BUILDING SETBACK 20' BUFjFER / 20- PARKING SETBACK / / (NO CIEARING OR CONSTRUCTION) /l l l Il l I I , /i �', /� CONTRACTOR TO PROVIDE SILT FENCE, FILTER SOCK, OR / APPROVED EQUIVALENT. TMP 60-40C4 / // / , / IRON (F) (LOT 4) / CHARLOTTESVILLE INVESTMENT PROPERTI / DB. 860, PG. 568 / 20' BUFFER / 20' PARKING SETBACK \ (NO CLEARING OR CONSTRUCTION) i SOIL TYPE: 121C Ch 00 0 Q z Q � .: L 1'f1 ()�7PNO 1, ' LiN.%T[IAN 41. SHl,}WAUTR � I�a. U-01-057151 &*.L - A I I M E O N 0 N N >E w E Lu Q �! a' cl w o w O M QC W L M J U co J — vj H d (A p N U` W N O x w U j a �Lr) 4 rn N >� M 0- 00 J to H w Q 0 DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE V z I —I 0 J _ w U) m Q W 0- u I F-� z LL J L O a NN Q z ~ z U0 O JU 0 LQ LJ w z m w J a _ I � W U) V 06 z O o O U) z ° 0� Q w U 0 c tn 2 U d 0 w co 0 a a T C a a 0 m tn co v- co `0 0 3 L SCALE 1 "=20' OEM 0 20' 40' JOB NO. 43723 SHEET NO. C3.2 EROSION CONTROL LEGEND * / LIMITS OF CLEARING AND GRADING DRAINAGE DIVIDE SOIL AREA DIVIDE - / CE CONSTRUCTION ENTRANCE 3.02 / O SF SILT FENCE 3.05 / PPROX. LOCATION OF EXISTING PRIVATE l l = �Q IP INLET PROTECTION 3.07 STREET CENTER LINE CIP ® CULVERT INLET PROTECTION 3.08 / / 0 DD DIVERSION DIKE 3.09 OP OUTLET PROTECTION 3.18 / / Z � \ / / f TS TEMPORARY SEEDING 3.31 / / \/ PS PERMANENT SEEDING 3.32 y — / / CONC. O PIA MU MULCHING 3.35 WBINET CONTRACTOR TO PROVIDE SILT CA FENCE, FILTER SOCK, OR DC DUST CONTROL 3.39 APPROVED EQUIVALENT. IT I s6 10' FRONT BUILDING i 8 SETBACK , BM AREAS STEEPER THAN 3:1 TO BE 3.36 O STABILIZED WITH STABILIZATION BLANKET 4 SF * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER- O APPROX. L OCA TION OF EXISTING WATERLINE /0� PER CITY GIS /4 4 %l — S,,O Y' MHD TOP=575.14' s�3 \/\ d zl INV OUT=568.32 (SE) / 6„� I P SD/INLET TOP=574.66' INV IN=567.56' 15" RCP INV OUT=567.51' 15" RCP / / \ / // �P� II PS PROPOSED IP , \ I I I I I� MU RELOCATED \ \ I I I I I I INLET 1 I ITM,6 6 / BM // I I l l (L ; \ I I I'Vp COL N 1 11 L \LD ID$. 45 6,,Pu // 4424 P 40 P�A Ps MU \ \\ \ \ \ 1 Ps / — \IRON (F \10 \ \ ` MU / /50- BUILDING SETBACK 20' BUFjFER / 20- PARKING SETBACK (NO C�"EARING OR CONSTRUCTION) T TMP 60-40C4 \ / // , / IRON (F) / (LOT 4) / CHARLOTTESVILLE INVESTMENT PROPERTI / DB. 860, PG. 568 / / CONC. PAD WITH EMBARQ UTILITY CABINETS 10" WIDE TMP 60-40D BLOCK WALL (LOT 2A) WHITING OIL CO INC DB. 713, PG. 670 _ — - 10' EXISTING ` — COMMUNICATION EASEMENT TMP 60-40B 1 \I II I\ 22081VYROAD LLC I DB. 5200, PG. 94 I I I I I \ TMP 60-40C2 (LOT 3) / / / I \\ \\\ \ \ LIMITS OF DISTURBANCE = 0.85 AC. / I � \ \ \ IWP COLONNAQE, L L C I DB. 4546, P03. 57 OB. 4424, PG. 4140 (PLAT) / / / / SF d i c) I IRON ( ) mu PS op /' // ¢ 20' BUFFER / 20' PARKING SETBACK 77— (NO CLEARING OR CONSTRUCTION) PS �1400, IPIP 1 / // , ' / / /co I o' `r'-n IRON (F) / 50' BUILDING SETBACK CIL CREEK (1-3W) PARCEL ID: 070001101 SF 2132 IVY ROAD LLC DB. 2015, PG. 3818 / (CITY OF CHARLOTTESVILLE) CONTRACTOR TO PROVIDE SILT FENCE, FILTER SOCK, OR APPROVED EQUIVALENT. 20' BUFFER / 20' PARKING SETBACK (NO CLEARING OR CONSTRUCTION) co 00 0 Q z t;\ I H Off• t U,,'.%T[IAN 41. SHl,}WAUTR l.;c, a. U-MI-05715 ] r .)At M E O N 0 N N c >E w E Lu < U. C, U o w O ra OC WJL Mco �U ;! — vj H d , N U` W N zt °'A O x c U j F- a c L^ rn 4 N >� M a� 00 J to H w Q 0 DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE ILM z H� 0 I —I = w W W U I —I z LL Q O Uz 00 1�-q w U 0 Q W w z Lu Q G I 0 w V 06 O O O U) z ° Q w U 0 a tn U c d 0 w co 0 a a T c N O a a c m tn c n5 v- co a a 0 3 c L SCALE 1 "=20' 0 20' ' JOB NO. 43723 SHEET NO. C3.3 / / Q APPROX. LOCATION OF EXISTING PRIVATE l l l STREET CENTER LINE ci / / O CONC. PAD WITH EXISTING PRIVATE ROAD WIDTH EMBARQ UTILITY / / X CABINETS Fil / TMP 60-40D 10" WIDE ) 249 / ❑T ❑T BLOCK WALL WHITING OIL CO INC / DB. 713, PG. 670 24' CONC. PAD / l W/UTILITY / 9 ❑ \ TIE TO EXISTING / CABINET \ SIDEWALK AND CURB 10' EXISTING AT NEAREST JOINT COMMUNICATION LEGEND: CONCRETE SIDEWALK d HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT 1U' FRUN I BUILDING / EASEMENT SETBACK v \ \\ / Z� \ Q� / DOGHOUSE MANHOLE (TYP.) /� Q / 4.5 RIM ELEV = 569.13 INV. IN = 564.53 (EXISTING 10' PVC) 4 b INV. IN = 565.86 (NEW 6" PVC LATERAL) / Qom. INV. OUT = 564.43 (EXISTING 10 PVC) 2QN �e \ STEPPED APPROX. LOCATION OF EXISTING WATERLINE RETAINING WALLS PER CITY GIS �/ MAX. WIDTH 1', 2208MP ROAD LLC MAX. HEIGHT 6' DB. 5200, PG. 94 TIE TO EXISTING a CLEANOUT (TYP.) / SIDEWALK AND CURB b6 KNOX BOX LOCATION TO BE AT NEAREST JOINT Qj' COORDINATED WITH FIRE \ PROPOSED MARSHALL'S OFFICE TMP 60-40C2 / 10" X 6" TAPPING SIGN (LOT 3) FDC 2" DOMESTIC WATER LINE �\ I SLEEVE AND VALVE a / WP COLONNADE, LLC 0 CG-12 / MHD ° DB. 4546, PG. 57 4 6" FIRE ')B. 4424, PG. 440 (PLAT) TOP=575.14' ° ° ° LINE TYPE B FLUSH CURB ALONG _ (SE) R15' ADA SPACES \ i TIE PROPOSED ASPHALT 2" WATE 4 \ ° TO EXISTING PAVEMENT IN / 4 ° �` ADA PARKING ACCORDANCE WITH PAVEMENT \METER ° SIGN / \ ° WHEEL REPLACEMENT DETAIL (TYP.) MEDIAN TO BE >,Rc ; . / s a °4 5' ADJUSTED = 24' CANOPY COLUMNS (TYP.) PROVIDE AN HR-1 IRON (F) SD/INLE I 18' O TOP=574.66' \ \ D TYP.) 8' 8 RETAINING WALL O ° a 4 ON TOP OF INVIN=567.56' 15"RCP RE 8 INV OUT=567.51 ' 15" RCP R 15' 20' WIDE DRAINAGE (1) 6" TEE O ° EASEMENT DEDICATED R5' (1) 90° BEND 11 R5V / TO PUBLIC USE \ / \ (2) 6" GATE VALVES 4, ° a FHA PROP. 20' WATER ° ° R5, R5' \LINE EASEMENT 24' TYP. g� TIE PROPOSED ASPHALT / / ' \ \ TO EXISTING PAVEMENT IN d / / ACCORDANCE WITH PAVEMENT / \ (TYP.) a / / / / / / 20' BUFFER / 20' PARKING SETBACK REPLACEMENT DETAIL (TYP.) �P \ \ / / (NO CLEARING OR CONSTRUCTION) Aw TIE TO EXISTING / / \ O R5 / R5' SIDEWALK AND CURB / ' 18' RSe- / AT NEAREST JOINT / Q1 24' TYP.) 9' 18' TYP. / ( TYP.) PROVIDE AN HR-1 (TYP.) g. R3, 24 13 ON TOP OF (TYP.) R5' \ TYP. RETAINING WALL / IRON (F) 50' BUILDING / \ SETBACK 9' / 20' WIDE DRAINAGE .7 TYPEASEMENT DEDICATED � 4R5, g, (.) \ / / TO PUBLIC USE CIL CREEK / (TYP.) RETAINING WALL (1-3' W) 18' GG'Z MAX. WIDTH 1', / / \ (TYP.) MAX. HEIGHT 6' 2 R5' ® 18' / (TY .) PARCEL ID: 070001101 / VDOT STANDARD 21321VYROAD LLC IRON (F) CG2 GR-2 GUARDRAIL / DB. 2015, PG. 3818 RETAINING WALL (CITY OF CHARLOTTESVILLE) MAX. WIDTH 1', / MAX. HEIGHT 6' \ /50'BUILDING SE i tsACK —`— — — 0' BUFFER / 20' PARKING SETBACK (NO CLEARING OR CONSTRUCTION) / / PROPOSED \ DUMPSTER / TMP 60-40C4 ENCLOSURE IRON (F) / (LOT 4) CHARLOTTESVILLE INVESTMENT PROPERTI / DB. 860, PG. 568 / 20' BUFFER / 20' PARKING SETBACK (NO CLEARING OR CONSTRUCTION) cM 00 0 Q z SCALE 1 "=20' 0 20' 40' .Oft uN7 %i. SHOW.kLTIR 1,ae. 040--(Is7151 M E O O M V N V; N O Q O > E w W �+ ~ U 3 Q �! 3 � o 0 U. w O cl� yd L M Q U o0 z w�—ui O a>oN O 3 x U w 0 Q 0 U-) x N z U kD > O c Ln 00) (V w It 00 J vi o' 0 0 0 w > w w Q z 0 DATE 0 0312312020 } DRAWN BY A. MABEE • DESIGNED BY • K. MELLON • CHECKED BY • 1. SHOWALTER • • SCALE • 1"=20' ( D z H� J H4 co Lu U H—q LL LL 0Q J > Q Z � Q UDC 0 I --I w w Q J w w U) m J Q I (/ 0 0 z Q U JOB NO. 43723 SHEET NO. C4.0 0 U N 0 0 0 a Q T 0 N 0 a co co Q .o 0 3 / / 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 =l MUST BE PROVIDE TO MATCH THE PLAN LAYOUT AND / �,Q 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 CONC. PAD WITH / EMBARQ UTILITY OUTLINED IN THE USBC. O CABINETS Fij 11TMP 60-40D 10" WIDE © BLOCK WALL LOT 2AWHITING OIL CO INC DB. 713, PG. 670 / CONC. PAD / W/UTTLIZY�- / CABINET 10' EXISTING 1669 COMMUNICATION 10' FRONT BUILDING / \ \ _ — — — _ _ _ EASEMENT b'\ SETBACK \ \ Al ls� APPROX. LOCATION OF EXISTING WATERLINE TMP 60-40B 1 yOM / \ \ _ _ _ _ _ _ — \ \ ,1 \ \ \ 11 1 PER CITY GIS /Ov \ \ - 1 1 1 I / 22081VYROAD LLC (� co S,-o a \ \ \ I I 11 I I / DB. 5200, PG. 94 \ \ \ I TMP 60-40C2 I (LOT 3) l IWPCOL ONNAQE, L L C DB. 4546, P03. 57 MHD ` a 414 ° OB. 4424, PG. 4/40 (PLAT)Lo TOP=575.14' - �3 \/\ 415, INV OUT=568.32 (SE) l g, 412 \ s\ 413 REPLACE EXISTING INLET TOP WITH SLIP RESISTANT MANHOLE TOP TO MATCH PROPOSED GRADE �j 'QCc 404 °° / / / / ;� I °° D / / / / / / / \ \ \ \ \ o �_ I IRON (I ) S91INLE7 TOP=574.66' INV 1N=567.56' 15" RCP \ a , INV OUT=567.51 ' 15" RCP \ / 4 411 J/ / / / / / 402 405 302 °a / 303 / \ \5,78 \ \ 103 / I I I 20' BUFFER / 20' PARKING SETBACK 406 I I 1 401 / to/ / '� / (NO CLEARING OR CONSTRUCTION) PROPOSED 1 I I I \ / \ 56$ /' / RELOCATED \ co I I I I 1 I / 301 �6� �_ — / / INLET / I I I ► / ' ' _ / // / VDOT STD. CLASS I RIPRAP ^ I h I I / / // /� �� _ _ / / OUTLET PROTECTION. 40\ / c� / / / / / / ��/ / / I WIDTH 1=6' 00/ // / ��/ �� /' r— WIDTH 2=9.6' �� �'/ / 2' / / / / LENGTH = 20' , /ITM�' 6 0 201 / / o DEPTH = 24 I I LIN, C¢L Nl\�rs> 'n / / " / �'� �� i i�\ IRON (F) / 50' BUILDING w/lD�. �546, F `J i SETBACK �l l jl I I I I I 202 CIL CREEK (1-3W) PARCEL ID: 070001101 F ' I / i // / / / // / / / 2132 IVY ROAD LL C / \IRON ( \ I '� '/ / / ' DB. 2015, PG. 3818 (CITY OF CHARLOTTESVILLE) / 50' BUILDING SETBACK �\ \ III �T 20' BUFjFER / 20- PARKING SETBACK (NO CIEARING OR CONSTRUCTION) TMP 60-40C4 \ / // , / IRON (F) / (LOT 4) / CHARLOTTESVILLE INVESTMENT PROPERTI DB. 860, PG. 568 \ / 20' BUFFER / 20' PARKING SETBACK (NO CLEARING OR CONSTRUCTION) ch 00 0 Q z M >_ O N 0 N � > E w °' E — 4-� F- U Q w 0 w o w O ra QC W L M J U co Lu J — vj H d g N U` W N Z i M O x w C U j F- a c L^ 4 rn N N M d � 00 J to H w Q 0 DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE I_J z t—� 0 J M� W w U z t—q Q L L w 0 Q cD i 7Q J } U p U p w 0 Q J LLJ Q z C W a G Q z � Q V v 0 0 z Q U 0 c tn U d 0 w co a a T C 0 a 0 c (6 t tn c m v- co `o a 3 c L SCALE 1 "=20' 0 20' 40' JOB NO. 43723 SHEET NO. C5.0 / / / / / 402 405 302 °a / 303 / \ \5,78 \ \ 103 / I I I 20' BUFFER / 20' PARKING SETBACK 406 I I 1 401 / to/ / '� / (NO CLEARING OR CONSTRUCTION) PROPOSED 1 I I I \ / \ 56$ /' / RELOCATED \ co I I I I 1 I / 301 �6� �_ — / / INLET / I I I ► / ' ' _ / // / VDOT STD. CLASS I RIPRAP ^ I h I I / / // /� �� _ _ / / OUTLET PROTECTION. 40\ / c� / / / / / / ��/ / / I WIDTH 1=6' 00/ // / ��/ �� /' r— WIDTH 2=9.6' �� �'/ / 2' / / / / LENGTH = 20' , /ITM�' 6 0 201 / / o DEPTH = 24 I I LIN, C¢L Nl\�rs> 'n / / " / �'� �� i i�\ IRON (F) / 50' BUILDING w/lD�. �546, F `J i SETBACK �l l jl I I I I I 202 CIL CREEK (1-3W) PARCEL ID: 070001101 F ' I / i // / / / // / / / 2132 IVY ROAD LL C / \IRON ( \ I '� '/ / / ' DB. 2015, PG. 3818 (CITY OF CHARLOTTESVILLE) / 50' BUILDING SETBACK �\ \ III �T 20' BUFjFER / 20- PARKING SETBACK (NO CIEARING OR CONSTRUCTION) TMP 60-40C4 \ / // , / IRON (F) / (LOT 4) / CHARLOTTESVILLE INVESTMENT PROPERTI DB. 860, PG. 568 \ / 20' BUFFER / 20' PARKING SETBACK (NO CLEARING OR CONSTRUCTION) ch 00 0 Q z M >_ O N 0 N � > E w °' E — 4-� F- U Q w 0 w o w O ra QC W L M J U co Lu J — vj H d g N U` W N Z i M O x w C U j F- a c L^ 4 rn N N M d � 00 J to H w Q 0 DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE I_J z t—� 0 J M� W w U z t—q Q L L w 0 Q cD i 7Q J } U p U p w 0 Q J LLJ Q z C W a G Q z � Q V v 0 0 z Q U 0 c tn U d 0 w co a a T C 0 a 0 c (6 t tn c m v- co `o a 3 c L SCALE 1 "=20' 0 20' 40' JOB NO. 43723 SHEET NO. C5.0 / / Q APPROX. LOCATION OF EXISTING PRIVATE l l =l STREET CENTER LINE / 0 CONC. PAD WITH / O EMBARQ UTILITY CABINETS 10" WIDE TMP 60-40D LOT 2A © © BLOCK WALL WHITING OIL CO INC DB. 713, PG. 670 / CONC. PAD / CABINET / S6 5�r8 35 '� _566 \ \ ' _ _ _ 10' EXISTING S\ IT - W 65.64; I COMMUNICATION 10' FRONT BUILDING / S68 EASEMENT SETBACK \ \ Q A JO N \ � � \ � \ \ TMP 60-40B 1 APPROX. LOCATION OF EXISTING WATERLINE /�� yOM / ` \ - _ _ _ _ - - 1 \ \ \► I PER CITY GIS �/ 568.35' l� 4 ' S,-o /; 4 TW 569.97' \ \ \ I _ BW 565.$2' 11 II 11 I / 2208 /VY ROAD LLC AW 569.96' \ TW 5�3.69'1 DB. 5200, PG. 94 /> 1 IBW 513.48 \ -Ex TMP 60-40C2 / s� 570.86 LOT 3 / / \ \ / EX �/' I ( ) / TW 568.75'/ I rW 561 \76' f \ \ IWP COLONNAQE, L L C / / W 565.87' BDb\$59.85' \� �` \ �5\1.35'�� \ Q - / \ DB. 4546, P03. 57 I MHD ° ° \ OB. 4424, PG. 4/40 (PLAT) / / / / -nN 56A.75 \; TOP=575.14' -s�0 571.1 / ° ° ° ° \ I FFE: 57 .00' / / / �h / / / BW 5Lo 62V5' \ \ ' �_,`� y\ I lNV OUT=568.32 (SE) / y 6,,� / / 569.94' 1 \` ° T69186° I / / / / / // // / BW 559%6TW \\ REPLACE EXISTING INLET � \ c3` ` TW568.46� \ _ _ - �� p cS` �/`�i:, / / / / BW 562.46' TOP WITH SLIP RESISTANT TC /1 \ / \ L 69.90' MANHOLE TOP TO MATCH 573.48' \ C \ ° PROPOSED GRADE �iQ\� �, \ 57 . 6„ \ i 5 9.00' Cp�C // // / - \ N ; - 82' TC ° / 569.86 / / / / / / / l/ /l II II \ \ \\ \ i IRON (I ) IS q T /7 69.32' ° TOP=574.66 / /, 1 570.5% INV 1N=567.56' 15" RCP I J / ° / / / 569.9�' INV OUT=567.51 ' 15" RCP E 576. ► \ \ I I TC 1569.14' TC 5 .79' TL'� °° \ \ \ 3 TC ) 5� 1.71' 569 O 569.75° \ \ \72. \ O / \ / / / / / ° ° ° / ° ° / TW567. '^ o TC / "I / / / ° / 578 / \ ° ^d \ // / 57 / 570.57' TC I / TC TC / / / / .79' i _ _ X / /' 20' BUFFER / 20' PARKING SETBACK h \ 171.84' 571.0\ 570.55' / $ 5 (NO CLEARING OR CONSTRUCTION) \ > \ I I 70.0\ / 5 J569.10yTC 5 33' / TC / / 8.43' I / / TW 565 49 ,TC ME ` ^ I I I 1 1 TC I \ / / K 570.08' / I �� �,W659.49' \�70.03/ \1 i I i I 532.03� \ // h70 / //// / VDOT STt/ CLASS I RIPRAP ^ / \\ I I h I I / I rc I , // /� �� / _ _ _ - - / / / OUTLET PROTECTION. / / TC / I 1 568.37' / , / i / _ _ / ! W I VH 1 = 6' /TG/ / / 571. co / /, // / �� �� r- WIDTH 2=9.6' \ P / 5h.& / rn / � / 66 C3 / /i / / / /LENGTH = 20' ! \ o� \ems, ' �Iv �J �/ / / / DEPTH = 24 / \ 0 I IvP c5` 57 1 96' \ 1 I I - - /i 5Fn'86; �� / IRON (F) / 50' BUILDING 1 I i j-' \ / TOcry ! I I I w (� 1572.3 / �i �/ SETBACK /Dq. 4546, P ^ ! 1 / 4424, P 40 A P I �4b 57$.34' I ! I 4. i 74167'I 157 . CIL CREEK I-3' W) \ 574 9' 5T3.7�5' f 581 60 W 581.53;,` I I TC \ VIII''� \\ \ 1 C\ 574.72' I \ \ \ 5�3.5\0' \ \ Td / \ TW 580. \ �7 .85\ 1 // ,/ /// / i PARCEL ID: 070001101 \IRON (F ' BW 5 '5 0' T \ 1 I 1 , , �, / / 2132 IVY ROAD LLC \ I 574 4 ' I I '/ /� ' DB 2015 PG 3818 /50' BUILDING SETBACK � 20' BUFjFER / 20' PARKING SETBACK / (NO CLEARING OR CONSTRUCTION) TA575.31' �'(CITY OF CHARLOTTESVILLE) 6 TC/ i , I/ \ BW 74.30' 1�1 57Z5, ' ,1,l \\ TW 574P1/, ` BW 5714.14'1 .1 J I J I TW �7X 23` / / / TMP 60-40C4 \ / // , / IRON (F) / (LOT 4) \ / CHARLOTTESVILLE INVESTMENT PROPERTI DB. 860, PG. 568 \ / 20' BUFFER / 20' PARKING SETBACK (NO CLEARING OR CONSTRUCTION) / / / I SCALE 1 "=20' 0 20' 40' 1.;t, N6. 0401057151 M E O r,4 O N � C > E Lu°' E wLL 0 w 3 " M a- 1 0 Lu J - uj C7 1Lo N X �i Da �� c U j ko F- a c rn 4 N � M a� 00 J t0 H o' 0 Q9 0 0 w U Q z 0 0 z O U w 0 z O v7 w Lu a 0 DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE 1 I01 Mm z H� 0 J Hi MD W Lu U z L J L 0 a U) J > 0 VJ U= O ~� W 0 0 a U) Lu wm C G Q Z_ I 0 Dvn 0 0 z Q Q A JOB NO. 43723 SHEET NO. C5.1 �a Z) �o a� o z 'o �2 02 c� T O O a c m m N a o c U 3 ZN O m 2 a g x O r0 0 oY 2 (D� 0� Y2 _c O 0 O O E-0 E c O f0 a m m a m � 0 4 O c 0 o 0 U a c rn cn� y O O 0 oa (� _E am a> as 0 Q Q co M 0 N O N N M C O 'o 0 0 a 3 z Q J a of a cn w Q O V \Vl OP \ \ \ \ \ \` \ / ' \ IIII \\\ \ \ \ \ / / / / , \ \ \ 1 , 1 I / \ \ \ \ \ / \ \ \ \ \ \ \ \ \1} �L1 41. S�l{}11;4R \ \ \\ \ // \ \\ I \ \ \\ \\ / ' ' f' \ \ 11 \/ �\ \ \ \ \ \\ \ \\ \\ \/' / `\�/ `\ \ \\ I' 5 7 \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ 1 \ I 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ I \\\\ \ \ \ \ \ \ \ `\ \\\\ \ \\\\ \ \\\ \\ /\III � �' J\\ �� / \\\\\�\�\�\ \` ''\\ \ \ \ \ \ \ \\\\ \ \ \ \ E \ \ \ \ \ \ \ \ % S /�\ \ \\\ \ I ,,� \ \ ` ` \ \ \ \ / \ /\ \ \\\ \\ \ �� \ I \ \ \rj En I N u _ \ \ T \ \\ \ \ \ , l > LU J\\\ \ W 3 r I I I \ \ \\\\\\�\ �- //'/' \ \ \ \\ \ 1 III \ �Q` /// /� -- \=�\ \ \�\�\\�\\\\�\\ /; \ I/ 1111// i I oLL p^ 1 I \ \ \ \ — ' i _ fo \ \ \ \ \ _ y \ \ \ \ \ \ \ \ \ , , - _ , ' /' / / 1 ! \ ` \I \ J I '� \ / Sg9/ `` ' \ \ \ \ \ \� \\ - I I / I \ \ I I // (/ / I/ I a LU O U Z \\ \ \ \ \ \ _ \\ �\ (DLU a' 0 )x U \ \ \\ \ \ \\ \\ \ \ \\ \ \\ `\ `\ \I 1 , I I I I I I�11 \\\ I i I // / Q a LL a w \ \ \ \ \\ \ `\\ \ > �N Z \ \ {� \ / -�\ I I 1 I III \ \ ( U > i° O \\ \ \\ \\ / � �;' �> \ ��'`L I I I 111, ,III \ \ / I I / � a� 307 0.90 II I l / / 1 I I / 0 "' w 1 \\ 412 0.53 0.09 I I ►1,1,111111 \\ \\ / \ \ ` / / M i 0.03 '� \ / , I I I I \\� \\�\ \\ \ /,'/// //' �/ / ao_j / \ 1 I I \ \ \ \� \ \ ♦, \ / /� ow \ > / / / %D H _—— — — — — —— ^� �,� / / ` 1 T —, — I — �� L ,r, a\ ` \ \ \ \ \ �� i' \ I 1 ( / / / / / / / / / ! / / I Ili 1. / � LU / \ \ \ ' \ \ ` ` 403 0.67 / ^ I I ' 0.43 / / ' -�i_ / �� �/ i �/ �/ / / / % ' '' ' o — — — _ \ \ \ \ /\ � / / / �fp `/ , // c _ _ � / � / / cj� DATE ool _ \ \ \ \ \ Ill / / / / i i i / / / � \ � \ \ \ \ I I I / � I / � r / ___-- _ / / 03232020 0 DRAWN BY _ // / \ A. MABEE lo \ \ \ \ I I 1 l 1 / DESIGNED BY \ / / / `\ \ `\ i I _ — \ I \ \ / , _ 4. 1 1 , / / / // / / // / / — _ / _ — — — — / \ • CHECKED BY IZ _ _ _ / I _ ` I , l / _ \ // \ I r / / r / / / / // /// / _ , ' 'i �, _ _ _ _ _ _ /, _ \ • J. SHOWALTER / _ / / \ \ t - - - - - - - \ 1 I 1 I , ! I I / / , / / f \' \ I I 1 I I I / �' // /'i //i/i! /_ - - ' i �% �% �- \ - - - - _ / \ - _ - • • SCALE /_------' I // /\-\ 1 \ , I I I , , I / / /, , 'L ♦ 406 0.76 \ \ /'�% 'i•_�-'� �'�= i�' �.„=20' --—'♦ 0.42 ,i \\ \ \ \ I,/tn/�/%////%//ice_ — — i %�!� _�'/\ • \ --- \ _ - _ _ _ - _ \ \ \ - - - - - - ' '♦ \ ^\ \\ \\ LU \\ \\\ ------- \ \ \\� / / \ \ \ \ \ \ \ ------ J \ \LL / , / \\ , / / , / / , / \ \ \ \ \ \ \ \ I 1 / / / / / /� //// - \ \ \ \\ / / / / / / / / / /LL \ \ ^ - - - Q Q \Lu w LU co -- -_ \ \ \ �\\ / 1 1 I , ' ♦\ \� \ ,IIII I I /'/// //// / / /''/'/'/''////'/` ..//' ___ _ - _ -_ / /// // / / ----_^\ ` \\ \ U) ------ "IN N N N 'o, N 0 \ l/ /�</� / / \ \ \ \ \ O \ \ \ 11 �� — \ \ \ \ \ I I I \/' // // _ \ -- \ /%_—__—__— \ \ \ \ \ \ \ \ /// ///, \\ \ \ \ \ _ \ \ \ I \ / — — / — _ _ _ _ _ — — _ \ \ \/__ ♦ , 1 , \ /,/, , /// ,///, // ,'—\\ 1 / / LEGEND:---- \\ \\ \ \ \\ Y/ \ \ \ 1120 \N. ` \ \ \ \ JOB NO. SC E 43723 \ \ \ ` \ \ \ \ / %'/ ' ` \ l,/ I/ I I I I \ \ — l \I \\ \\ SHEET NO. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\ \ I I I I I I I I I \ \\ 0 301' I 16' \ ,'' \\ l /l --- - - -I-' `-_\ ; I I i I 1 1 i C5.2 \ \ 1 L m a� m 0 a Q 0') M 0 N O N N M c 0 a 2 0 d a w J w O of a w U z 0 O 1, HEIGHT OF OBJECT = 3.5 FT 605 605 \ \ 600 600 595 \ \ 595 590 \ ilk, 590 585 585 \ \ EXISTING ~ \ \ 585 GRADE \ 580 \ 580 \ HEIGHT O \ EYE = 3.5 FT 575 \ FINISHED 575 GRADE \ 570 \ \ 570 \ \ `06' S / \ c6T 565 \ �isT 565 \ T \ \ 560 \ HEIGHT OF 560 \ \ OBJECT = 3.5 FT \ 555 \ \ 555 \ \ 550 550 545 1 1 1 1 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 c') 00 Q z SCALE 1 "=30' 0 30' 60' 16+00 lN6. 0.401057151 ._oNAI . M E 0 N O N � > E Lu E F- W > 3 U 3 Q LL0 LL o 3 � V.,< LL J — uj Lu Lu N a� P �~ �x 2E W 6 ;� 04 :3 ,1. s= U j F- a . :_ rn 4 N N M a� 00 J � F- 0�1 z 0 a U Lu 0 z 0 W n i i DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE 1 " = 50' Mm z I --I 0 J Hi MD W Lu U '-' w LL J_ LL LL 00 a Z w U=� Ov Z W Q 0 a U) WLu � m 0 J Q I (n v) V O O z U JOB NO. 43723 SHEET NO. C5.3 L _ , \ \,\�� I \ \` \ / \ � / 1 f \`\ \ \ '\J _ Y\ , / I/ �` - _ \ ` \\�� 1 \ ` \\ \\\ \ \ \ -- \ \ \ , � f \•`•\\ \, \ .mil \ \ /- ,� I\ \ 1 l \ \ \ \ \ \ \ \ \\ \ \ \ / \ \\\ ' / \\\ \\\ \ \1 IIII `, rf ` �y �\\\\ \\ I I I \ \ \ \\\`\ ♦ / 1/\ \ \ 1 � � `\ \ I I\ \ \ \ / / 1I II I \ \\ \ \ \ \ _ \\\ \ \\\ \�\� \\\~\\ \\ �� \�\\\\\ \\/\\\ \\\ \\\ \ \ \ \ \ \ \ ` /�_ /� \\\/ \� ' \ - _ \ \ \ /\ I �\ \ ' \ \ \ \ \\ \ \ I1I �I / I I1 ► II1I 1 I II I /1 \\ \ \ \ // / \ II I I► \ \ \\ \ \\ \ \\\ IIIII I IF FIIII l PATH.\\rH\\ \ IlI Ill 100'SHEET �C\VV\LC 100'SHEET\FCQb/�ZC SOS SHA�COW I / J \ \ \ \ \\\\ \ 108' S LbUN \ CONCENTRATED FLChVII' I \ \ \ \ \ \ \ \ \\< \\ \ %� �� \ �- I CONCENTRATED FL W \ 1 J \ / \ \ 190' PIPE FLdV>X l / / 1 \ \ \ f r \ \ /, \ I \ \ \ 190 PIPE FL v� \ \ I I \ \ \ \ \ \ \ \ \ \ / /�/� - - --'/ / \' �I I I 1 1 \ ` \ \ \ \ �,,- \ \ ► 1 I / / ' / / / / l 7 \ \\ \\ I '' l/_ -�/ \\ , I I 1 I 1 \ \\ \ \ \ , / \\)'\\\\\\\ i\i/ /� //=___---= worm -No- ,000 If (o 07 _ _ _ _ - J \ \ \ \ \ \ \ \ • I I I / I 1 'S'C,o ` / I / // �/ / / /' //� �� ; - - - - ' `�DD& iceA/1NAG`E� /AEA, ��\LELO-PED P rrE, UNRDUJ, - ��-1/ -/ �\ I I ) \ / // //// / , /// // IK&PE I %�/ _ \ \ \ \ \ \ I III / ) /\ / /// QI�S-w-04>9C�- // �� / - ' - -- �_ \ 1 \ \ \ \ I -/ - I1 /l/ - // T r ///' VIOUS ANAGEQ�G 4\A -TC RAT47f�_��ji 1`L��i� \ \\)�)111 \ ////i/ ,-f=-_-������%Ci��'T��FLO_W_ _ 1 \ 1 I / I �I1, I // r //i/ - -ice _ IIICOW_ � � \ J \ \ \ I / / G �� I /✓ i//i ' /ri - _ \ / - :______ ,�G��REA_1_— — — _eE NA � s / / ' _ I I - f \ / /\/ . �d�E; I�_Ol1TED') \ \ \ \ ( l / / /i �REA l�"8,5A / ' / // _ — I _ 1 l \ l \ I \ / S I ( / ////// // '/��E / / /= -A _ 1 t % — \ / - - _\/ _ / I 1 / ✓/ /�/ // / IMPERuIOUS� OAC / / / / - \ I \ / \ I 11 l // / /'/i IMPERVIOUS - .60 _ _ _ \ \ \ \ %� ► I II I II )I III I► I / t/ / \ \ \ \ \ I \I I II IIII !I / l ll1//1 l // //�l /// ,�// j/ // // ////// ///// j //i ////� = _ -PER .j �/P ///C ✓/C \\ I II -PERVIOUS NV/A AGED/ UR/n 70.Ar-/ /ERV/EST1J025�AG_ - - I// / _ — \ 1 \ \\ \ 1 \ ll�/�l / /j/�� , / / // /—— \ `♦ �— \ \ 1 I I //// \ ,/ \ \ I 1 1 �/ / //l ////r, \ ♦\ R �DL�b( D /Alp %= // / / // / / / / IIII / / \ \ \ \ \ \ \ \ �♦ I _ \' \ \ I`?vlO "1 /r�11'Yl-) Nl F'A /� / - \` \\ �- / / / / // // / // , \ \\ \ \ \ \ \ \ \ 1 \ \♦ I I /\ \ '\ / \♦ \ 01IZ''T \ y //j \ - /� _— — — — — / ' / /'' \ I 1 1' l l \ \ III I I ///ll1/lll //i// /// r/% / ✓' — — — — _ — — //// / / / ` \ \ / /n / / / — / '00e If 11 11 // / If- ti SICALE-1-5( �, \ ` \ \ \ \ l /1/ QAtF�1�,50\ \ \ \ 1 \ \ '//�/// , I/�� ,- �- \_- � /--- ___ \ \ \ I \ _ \\ \ \ 11 I / r//i / rr// I / / l r,� _ _ _ _ - I �_ _ _ _ , y \ \ ` _ / \ \ , \ \ \ \I I ! /_ P E�rI I\1 6 A \ / / —o— — — — — —50 — — — — \ pp� _ �\ \ \ _ \ \ \ \ \ 1 1 ) / > \ l 1// 1 / //�I � '�`'� D E P��R� A \ / '' ' — _ _ _ _ _ _ cz _ \` \\ `50 \ \ \ N60, \ \\ r/ \\\\\ \k-- \\\ \\\\\\ \\ 1lfjll//l1/ll/l// \ / WATER OUALITY ANALYSIS SITE DATA POST DEVELOPED AREA IMPERVIOUS = 0.61 ACRES MANAGED TURF = 0.24 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 1.09 REQUIRED REMOVAL WILL BE ACHIEVED THROUGH PURCHASING OF OFFSITE NUTRIENT CREDITS. TOP OI PLATE 16" ORIFICE INV 562.90' STEEL PLATE T^^ STORAGE PIPE 6.00 10 YEAR WSE 565.42, Q 2 YEAR WSE 563.90' _ 1_YEAR _WSE _ 563.33' ELEV. 560.00 v�'ITH TRASH RACK INV 560.00 UNDERGROUND CMP WEIR PLATE SECTION DETAIL WATER QUANTITY ANALYSIS CONTINUED CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED < 0•90*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + QOFFSITE 7.51 CFS <_ 0.90*(1.72 CFS*3,746 CF)/(7,057 CF) + 6.87 CFS = 7.69 CFS 7.42 CFS <_ 7.68 CFS FLOOD PROTECTION: POST -DEVELOPED Qjo <_ PRE -DEVELOPED Quo 18.38 CFS (POST -DEVELOPED Qjo) <_ 18.51 CFS (PRE -DEVELOPED Quo) 61 r' •,L��'.1�'�L1� 41. S�l�}11;+4i.�R � I.;t, N6. 0.401057151 .�. NRI . M E N O N >E w °' E — 4_! Lu ~ U cu 3 Q U. o 3 LL Lu O 0' L �M Q�UcO J — uj p N O cn XX oa �� c U j U) F_ a c Lr) rn 4 N N M 00 J t0 H CL 0 z O a U w p z O V) w TF i DATE 0312312020 DRAWN BY A. MABEE DESIGNED BY K. MELLON CHECKED BY J. SHOWALTER SCALE 150' Mm z H4 0 J H4 MD W Lu z U H� L IL z O wwC Q G J>w V Z Q Uo z Q J oC a w w LL] m � J Q I Q ry V O O U) ~ O z Q U JOB NO. 43723 SHEET NO. CV.O L ,l".\LTH p • : (jN7_3TK,1\ M. SHOWALTER � 1,a{l4U--- (ls715l S si N V"' M E O 0 M V N VI N O Q O > E M E Q Mo o 00 ~ U a 3 IL p O 00 °� ~ H +' C0 m0000 � Q LL O O O tO Lo n N � (,+OL� CD M �ui LM O M O - c) O � Q J U 00 z p � 0) � U-) (.0 .- Ln z O M w J — L6 O_ N �. Or .O> > c')I� a�pN L _O O N ��u7z O ���z z O�7 N O U W N d Lo CO t0 Lo O H r- Oai� O�Oz Z 2�pLf) Lo z F. 3 U �+Lu') 585 4cn�_ 585 g�L;z_z0 <ONX cn w ��z O c� �u- w 6,4 c"o 0 < 0 >> > C) � t O p POz �cnz z z U—) z0 L = Q Ln M 00 00 7 �_ 0 N > OL p .. O `- M N w 575 575 N o � O - - 00 m O u') � t- Ln co Lu °o p u') °`- Co a) co U) Li) co 0C0L �Np- O�Lf) Lf) �Npti O i0 H cI +�H 20 It oU U )co o0+aj� H p�Lo0 �LoZ 0 c0�Lnz 0 Z4p� Ln w_ ��Loz O d > N Q 575 N�0z ���z z LNp,,��z z ��O> > 575 575 575 580 It � z z 580 0 0 0 w > w w � Q z O DATE A—,4 03/23/2020 O } DRAWN BY A. MABEE ON 42 • DESIGNED BY • K. MELLON • CHECKED BY • 1. SHOWALTER • • SCALE • N/A • • 9+50 10+00 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 12+00 9+50 10+00 11+00 11+50 STORAGE PIPE - STR 100 STR 206 - STORAGE PIPE STR 302 - STORAGE PIPE STR 406 - STORAGE PIPE STR 414 - STR 402 z HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' H� VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 Q J H4 co Lu U LL U) LL LLJ J_ 0o EL J � � Q U0 °w �w� a Q Lu w C 1 )2 G J LL Q O z < V ) 5- (D 0 O 0 0 z 0 50 PROFILE SCALE 1 U 30B NO. 43723 SHEET NO. C7.0 PROPOSE GRADE 570 570 PROPOSED WALLS. EXISTING RADE STRUCTURAL DESIGN OF WALL SHALL 565 \ 565 DETAIL THAT \ ACCOUNTS FOR PIPES 560 � 560 �03 \ 10 24,RCOF 555 P @ 2.64 555 a VDOT STD. CLASS I RIPRAP OUTLET PROTECTIO 550 550 o N N PROPOSED G ADE 570 570 EXISTING GRADE 565 565 72" CMP � STORAGE PIPE 203 560 � 560 12" HDPE 201 @ 1.00Q 15.80' OF 12" HDPE @ 1.00% 555 555 � o PROPOSE GRADE 570 570 565 565 64.�� OF �" HDPE 72" MP @ 1.00% STORAGE PIPE EXISTING GRADE 560 560 555 555 o � 402: MH-1 580 STA 10+92.97 580 57 .5 INV IN 566.13 (403) INV IN 566.27 (411) INV OUT 566.03 (401) 575 575 � PROPOSED � GRADE 570 405 .g��OF `EXISTING GRADE 570 12" y�PE 72" CMP 3.00 � STORAGE o q03 PIPE 565 4.36' ,RCP 0� 565 3.00% 15 tip OF P @ 3.00 E 560 560 555 555 O O EXISTING GRADE 575 575 PROPOSE GRADE 570 570 411 565 F 8" HDPE 565 413 12.57' OF @ 1.00% 8" HDPE @ 1.00% 560 560 � M UYA / / Q � / / / / FijTMP 60-40D (LOT 2A) (8) PLA ACE \ WHITING OIL CO INC (32) HYD SIK v (12) ILE INK - / / DB. 713, PG. 670 (4) AM AUT 5,6 =l\ 1>0 ► I I \ I -A- (5) I I 6ILEWIN •-/- �� PROPOSED BUILDING (26) ILE WIN � \ TMP 6040B 1 22081VYROAD LLC DB. 5200, PG. 94 (33) FOT GAR (33) ITE SPR (3) ACE TGC (7) MAG SWE (3) TIL COR • � I 1 I 1 1 / / f � I I l � � — / / / I EXISTING • \ / / /I / / I I I ,'/ DECIDUOUS FORESTco - - - I\( / / / / // / / •// / 1 /Lo // ///� / / / r \\ 1 1 (3)IQUE PHE w1\ I / / // / / /� / \ \ / • lam' \ \ \\ \ \ /� / / // i / / / � v T \ \ \ I \ / / // // / / PARCEL ID: 070001101 2132IVY ROAD LLC 1 • I • / / / / // / / DB. 2015, PG. 3818 (CITY OF CHARLOTTESVILLE) jP (15)ILE INK \� (29) FOT GAR (18)ITE SPR EXISTING DECIDUOUS FOREST TMP 60-40C4 (LOT4) CHARLOTTESVILLE INVESTMENT PROPERTI DB. 860, PG. 568 FFE: 570.0U] I 61, 441 /. \ � / I \ ✓ oo /lam D ° / d � / / / l \ \ \ I 44/ 578 o/ O \ O\ O 0 \�Q SCALE 1 "=40' OEM 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' ,TH OF INK W. H�J!C III z o. 14''''�� 03/23/20 iIPE ARC M E O p M V N V; N c: > E w ~ U 3 Q �! 3 � o 0 LL w - U W = — coL!•I W p N v z� a'IT O x 0Q :� = N N = U > LnLn rn O 41 N M co J ko F-- Z O H a U V) w Z 0 w w a 0 DATE 0312312020 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK ,MJ z H� J H4 co Lu U 1--I LL LL O z > Q J w U° ~ w U Q J DC C/1 LuLu Q 0 m Z Q (/ O O z Q U JOB NO. 43723 SHEET NO. L1.0 �0 o �Z �0 0 c E 0 0 � N d O D � 3 zN 0 g x o 0 0 Q� 2'§ a 0) I� N � 7 N U x 0 O O O U i N N (6 0 N O � O N E� L� U � N E U N � N ,o coU -0 2 cN M� Uo � U `—° o a) _0 U� a L 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOC 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FIR, AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL ABOVE FINISH PRUNE 1:1 SLOPE OI` PLAN' SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI 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 U I/'11VIL I Lfl DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP %3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE -_ SLOW -RELEASE GRANULAR _ FERTILIZER III SCARIFY BOTTOM AND SIDES B&B OF PIT III III I� CONTAINER 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 1" COMPOST LAYER 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 I- 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 1 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/I NSTALLATION • 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 w TRENCHING WHICH IMPACTS THE ROOT z SYSTEM OR CROWN BRANCHING OF J TREE(S) NEEDS TO BE CARRIED OUT 0 FOLLOWING THE GUIDELINES OF THE TREE 18" PRESERVATION SPECIFICATIONS. THE SERVICES OF A CERTIFIED ARBORIST WWWWWWWN ........................... ........................... TREE PROTECTION No 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 III-284-111-297 for complete specifications) 1. 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: A 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 Stormivater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted 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: A 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 shall 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: ® When 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 (DATE) e1<p'LTH OF Gf O �C NK W. H Calif lif z o. 11 �03/23/20 T�QIPE AR M E O O M U N In N C > E E w o 0 U. w O o d' Uj L M Qa _j U 00 w J - Ln a > o (7 W (V o x of� U- U-) _ N = U L" � Q � c U rn O N U) >_ M a� 00 J Of 0 U 0 Of 0 w > w U z 0 > Of 0 z 0 d Of U w z O_ to > w w Q 0 DATE 0312312020 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE AS SHOWN ILM z H� 0 J H� M� W Uj U J H� Q LL w O � a J > Z � 00 Q o W U � LU I w O Q J LU 2 z LU L^U � L.L J Q Q i U U) V Q O J O z U SHRUB PLANTING NOT TO SCALE L_ TREE PROTECTION NOT TO SCALE CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 JOB NO. 43723 SHEET NO. L 2.0