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HomeMy WebLinkAboutSDP201400045 Plan - Approved 2014-10-17L O) U n N N Ut C Q Ig7w �L >0 M JOR ITE PL N MEN MENT FOR 0 a) 0 Min0 (n . �^ N M L s TIPTOP RESTAURANT 'E C W W A 41 fij !I imolp, ::::■► RIVANNA DI STRICT, AL BEMARLE COUNTY, VIRGINIA � -''v=�s County of Albemarle Conservation Man Checklist --To be placed on Landscape Plans (Handbook, pp 111 - 284.111 -297 for complete specifications) },: Th'fallowin i__�__ tears shall be shutyn on rhr elan: C3" ,firees: to be saved, l.iniits of clearing (outside dripline of trees to be saved), [/oration and type of protective fencing; Gratte changes requiring tree wells or walls; UrJ Pcvjrosed trenching or tunneling beyond the limits of clearing. 2' Irletrkin sc fAll trees to be saved shall lie marked %with print or ribbon at a height clearly visible to equipment operators � No grading shall begin until the tree marking his been inspected and approved by a County Inspector. 3. Re Construction Conference: U'r "['ice preservation and protection measures shall be ievievved with the contractor on site. 4. Elnxsm nt Operation and Stara e: �"' Heav equipment, v-ehicnlarhnfficanel storage of construction materials including soil shall not be permitted witbiti the driplines of trees Y to be saved 5. Soi�.rosion and Stormwater Detention Devices: 3 Such devices shall not adversely affect trees to be saved. 6. Lire : iV Fires are not per rusted within 100 feet of the dripline of trees to be saved. 7: Tae'e 1Saterials: oxic au tariu(s shall not be stored within 104 feet of the dripline of trees to be saved S. Protective Fencing: C3 e.s to be retained within 40 feet of a proposed building or grading activity shall be protected by Fencing. Penang shall be in place and shall be inspected and approved by a County Inspector p +ion to grading of construction. 9. Tie �i'ells. I within the dri tine of a nee to be saved, a tree well 'shall be provided and a construction detail WhCit the ground level muss be iatset h P submined for approval. 16. T� e'VallS: [ When the ground level must be lowered within the dripline a tree to be saved. a tree wall shall be provided; and a consnaction detail submitted for approval, 11> Tre chit and Ttrrrnettngn within the limits ol'cle:n ing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shalt be considered as an alternative when it is anticipated that necessary . trenching will destrov Feeder roots 12. Cl anon: Protective fencing shall be the last items removed during the i'mal cleanup. 13. Uamayed Trees: LY Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by atree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. f ;:� - 5-4 Z 41, OWNER SIGNATURE (DATE) CONTRACT VURCHASER SIGNATURE : (DATE) 5/11/06 Page 1 of SUMMARY OF AMENDMENTS TO ORIGINAL SITE PLAN SDP 2002 -00066 SP1 Cover Sheet Hate Q, SP2 Notes, Abbreviations, &Legend SP3 Major Site Plan Amendment SP4 Profiles and Computations SEE cow SP8 Lighting Plan SP9 Landscape Plan W po- a61ga0oS-S' 0 CURRENT T PLANNER ENGINEER /UP ARCHITECTURAL REVIEW BOARD n /o` ALBEMARLE COUNTY INFORMATION SERVICES n/C4- G �01r7/l� /U -I6, -/q J is to /i7 /IY /D g- MINOR AMENDMENT -1 (SDP- 2007 - 00142) MINOR AMENDMENT -2 (SDP- 2008 - as -3 (SDP- 2008 - 00167) THIS I 1. THE PURPOSE OF THIS MAJOR AMENDMENT WAS FOR AN ADDITION TO THE EXISTING 1. THE PURPOSE OF THIS MINOR AMENDMENT WAS FOR ADDITIONAL PARKING AND A 230 1. THE PURPOSE OF THIS MINOR AMENDMENT WAS FOR ADDING A PERGOLA TO THE 421 THE PURPOSE OF THIS MAJOR AMENDMENT IS FOR ADDITIONAL PARKING. BUILDING AND ASSOCIATED PARKING. SF PATIO. o PREVIOUSLY APPROVED PATIO r + '` r Q te3tT(JSP MAXIMUM NUMBER OF EMPLOYEES SHALL BE 25. 2. NO NEW IMPERVIOUS AREA WAS PROPOSED. 2. THE MAXIMUM IMERVIOUS AREA WILL BE 36,805 SF. SITE 3. THE EXISTING SIGN SHALL REMAIN. 4. TRASH REMOVAL: NEW DUMPSTER. - '..0' TRASH REMOVAL: EXISTING DUMPSTER. 5. THE RESTAURANT USE SHALL OCCUPY 1.0 ACRES. 5. THE RESTUARANT USE SHALL OCCUPY 1.50 ACRES. s {� f;t 1i' al _ Partta�ltrS '�iti'Cij3�Mrl7} S`�'CSIPr s9� 6. THE MAXIMUM IMPERVIOUS AREA 30,460 SF � ON r THE MAXIMUM IMPERVIOUS AREA WAS 34,278 SF H I� fs ° 7. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC. 7. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL x * ✓vs r.,i �, J: o # �iav�tvr+ ctr Rte¢' 'r #', �x yip•, DOM. PROJECT NO:14,004 � i�ulti�)f�t. q�'.�.11i X111 ?i SUMMARY OF AMENDMENTS TO ORIGINAL SITE PLAN SDP 2002 -00066 SP1 Cover Sheet Hate Q, SP2 Notes, Abbreviations, &Legend SP3 Major Site Plan Amendment SP4 Profiles and Computations SEE cow SP8 Lighting Plan SP9 Landscape Plan W po- a61ga0oS-S' 0 CURRENT T PLANNER ENGINEER /UP ARCHITECTURAL REVIEW BOARD n /o` ALBEMARLE COUNTY INFORMATION SERVICES n/C4- G �01r7/l� /U -I6, -/q J is to /i7 /IY /D g- MINOR AMENDMENT -1 (SDP- 2007 - 00142) MINOR AMENDMENT -2 (SDP- 2008 - 00027) MINOR AMENDMENT -3 (SDP- 2008 - 00167) THIS MAJOR SITE PLAN AMENDMENT 1. THE PURPOSE OF THIS MAJOR AMENDMENT WAS FOR AN ADDITION TO THE EXISTING 1. THE PURPOSE OF THIS MINOR AMENDMENT WAS FOR ADDITIONAL PARKING AND A 230 1. THE PURPOSE OF THIS MINOR AMENDMENT WAS FOR ADDING A PERGOLA TO THE 1. THE THE PURPOSE OF THIS MAJOR AMENDMENT IS FOR ADDITIONAL PARKING. BUILDING AND ASSOCIATED PARKING. SF PATIO. o PREVIOUSLY APPROVED PATIO AREA. 2. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 12. 2. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 25. 2. NO NEW IMPERVIOUS AREA WAS PROPOSED. 2. THE MAXIMUM IMERVIOUS AREA WILL BE 36,805 SF. 3. THE EXISTING SIGN SHALL REMAIN. 3. THE EXISTING SIGN SHALL REMAIN. 4. TRASH REMOVAL: NEW DUMPSTER. 4. TRASH REMOVAL: EXISTING DUMPSTER. 5. THE RESTAURANT USE SHALL OCCUPY 1.0 ACRES. 5. THE RESTUARANT USE SHALL OCCUPY 1.50 ACRES. 6. THE MAXIMUM IMPERVIOUS AREA 30,460 SF � 6. THE MAXIMUM IMPERVIOUS AREA WAS 34,278 SF H I� 7. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC. 7. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC. Zw r� • Lic,No. 33028 �ssIQNAL 1 A H C4,i d A C\2 O H� w W A O CV °z I '" M } m 0 W W U m W Z i� W 111 z W J U- -91 O INDEX TITLE: SPI SHEET NO: 1 Of 9 DATE: 06/09/14 � z W � o � � W W � � H I� Q Zw o w W DOM. PROJECT NO:14,004 INDEX TITLE: SPI SHEET NO: 1 Of 9 DATE: 06/09/14 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIVANNAR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JIJRISDIC11ON OF THE EPA. PRIVANNAR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL U11LITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. The plan approving authority must be notified one week pRIVANNAr to the pre - construction conference, one week pRIVANNAr to the commencement of land disturbing activity, and one week pRIVANNAr to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and speciifications 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 pRIVANNAr 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. PRIVANNAr 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 contrractor 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 disturlbed 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 de;watering operations, water will be pumped into an approved filtering device. 9. The contrractor shall inspect all erosion control measures peRIVANNAdically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert. materials only, free of roots, stuimps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, "fill or waste activity involving industrial -type power equipment shall be limited) to the hours of 7:00am to 9:OOpnn. 15. Borrow, "fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize iany hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporairy stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months off September to February to consist a 50/50 mix of Annual Ryegross and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May 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. Permoneint 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 /aicre 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 appllied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of gross. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plani shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17- 204G.) 22. Permaneint vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17 -207B) UTILITY ARV SITE DATA & GENERAL NOTES BOA ABBREVINHONS CO LEGEND CTV CABLE TELEVISION DI SITE DATA GENERAL CONSTRUCTION NOTES: DUCTILE IRON PIPE GENERAL ELECTRIC FH EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION OWNER 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT _ VASSALOS, LLC obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the ABAN ABANDON(ED) MAX MAXIMUM - PROPERTY LINE x 126 Tc TOP OF CURB ELEVATION 1186 TURNER MOUNTAIN RD requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. CROSSWIALK ® ELECTRIC METER A ACCESSIBLE CURB RAMP + CHARLOTTESVILLE. VA 22903 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. ADJ ADJUST MIN MINIMUM ADJACENT PROPERTY LINE x 126 BC BOTTOM OF CURB ELEVATION 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be , 0 w Y QT TRANSFORMER PAD v N LEGAL REFERENCE & SOURCE OF TITLE DB 828 -202 installed pRIVANNAr to any clearing, grading or other construction. AHD AHEAD MON MONUMENT CONCRETE - - - - VACATED PROPERTY LINE UTILITY POLE x 126 FL FLOW LINE ELEVATION 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. APRX APPROXIMATE NIC NOT IN CONTRACT MATCHLINE MAGISTERIAL DISTRICT: RIVANNA 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be - - EASEMENT x 126 EOP EDGE OF PAVEMENT ELEVATION SOURCE OF BOUNDARY SURVEY- ENGINEERING, 2002. 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 BC BACK OF CURB NTS NOT TO SCALE o 0 0- �, -0 0 BUILDING SETBACK x 126 SPOT ELEVATION deemed necessary in order to stabilize a drainage channel. BFE BASEMENT FLOOR ELEVATION OC ON CENTER P4 SOURCE OF TOPOGRAPHY. DOMINION ENGINEERING, FIELD SURVEYED MAY 2014. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. -- BUILD TO LINE A x 126Tw TOP OF WALL ELEVATION 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. BIT BITUMINOUS OH OVERHEAD THIS PROPERTY IS LOCATED IN ZONE X OF FLOOD MAP 51003CO287D. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part w ...ti..�... ��� ZONING LINE x 126BW BOTTOM OF WALL ELEVATION 1926 ) BK BACK PE POLYETHYLENE A C THIS PROPERTY IS NOT WITHIN A PUBLIC WATER SUPPLY RESERVOIR. 10. All retaining walls are subject to separate permit approval. BM BENCHMARK PERF PERFORATED TEST PIT LOCATION /BORING LOCATION BENCHMARK(S1PK NAIL NEAR NORTH OF BUILDING CORNER, EL = 492.18' LIMIT OF DISTURBANCE *DATUM: NAVO 1988 GENERAL CONSTRUCTION NOTES FOR STREETS: BS BOTTOM OF SLOPE PROP PROPOSED a BENCHMARK 1. PRIVANNAr to any construction within any existing public right -of -way, including connection to any existing road, a permit shall 6i co Z o - - FLOODIPLAIN LIMIT U v7 WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the CB CATCH BASIN PRVD PROVIDED 0 IRON FOUND requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. W � A BZ BUFFER ZONE SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY RMA THIS PROPERTY IS ZONED: HC, HIGHWAY COMMERCIAL, EC Entrance Cooridor the Department of Engineering (296- 5861) 48 hours in advance of the start of construction. CENTER LINE RCP REINFORCED CONCRETE PIPE RMA - RESOURCE MANAGEMENT AREA U0 UNDERDRAIN 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for w - RPA CURRENT USE: RESTAURANT undergroundl pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). CL CHAIN LINK REM REMOVE RPA - RESOURCE PROTECTION AREA �- DRAINAGE LINE 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be Z PROPPED USE NO CHANGE {ADDED PARKING ONLY) installed pRIIVANNAr to any clearing, grading or other construction. CMP CORRUGATED METAL PIPE REQD REQUIRED RD ROOF DRAIN 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on [� Z O W - EDGE OF GRAVEL E­4 W Q4 C MAXIMUM BUILDING HEIGHT: 35' the subgradle soil. Three (3) copies of the test results shall be submitted to the County, If a subgrade soil CBR of 10 or CONC CONCRETE RET RETAIN E'' � Z - 8 °s -- SEWER LINE SETBACKS FROM PUBLIC STREET, BUILDING = 30' greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results 0 w EDGE OF PAVEMENT DOM. PROJECT NO:14.004 PARKING = 10' for approval,. CY CUBIC YARDS RT RIGHT CG -2 -- - TRENCH DRAIN 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 mm "' STANDARD 6" CURB PARKING SCHEDULE. (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. C jC CENTER TO CENTER R/W RIGHT OF WAY CG -3 W WATER LINE PARKING SPACES REQUIRED: 7. Surface drainage and pipe discharge must be retained within the public right -of -way or within easements pRIVANNAr to STANDARD 4" CURB 13 SPACES PER 1,000 SF 5,247 SF /1000 SF * 13 = 68 SPACES (INCLUDES 230 SF PATIO) acceptance by VDOT. All drainage outfall easements are to be extended to a boundary line or a natural Watercourse. The C &G CURB AND GUTTER R &D REMOVE AND DISPOSE CG -6 - - - -- 4 FP - FIRE PROTECTION LINE contractor shall field verify the length of all storm drainage pipe. DIA DIAMETER R &R REMOVE & RESET COMBINATION 6" CURB & GUTTER " PARKING SPACES PROVIDED: 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time CG -7 -. _ - °w WATER SERVICE LINE EXISTING SPACES = 82 (INCLUDES 4 HANDICAP SPACES) of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Director of EL ELEVATION SD SIGHT DISTANCE COMBINATION 4" CURB & GUTTER NEW SPACES = 19 (INCLUDES 1 BUS SPACE) TOTAL = 101 SPACES Engineering, or the Director =s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet �� - -- ° GAS LINE MAXIMUM ALLOWED = 68 * 1.2 = 82 SPACES* offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. ELEV ELEVATION SQ SQUARE FIRE LANE STRIPING � ° ""' OVERHEAD ELECTRIC WIRE Albemarle County Engineering &Public Works Policies July 1998; Revised 30 January 200:1 * A PARKING DETERMINATION FROM THE ZONING D ISINCLUDED ADMINISTRATOR TO ALLOW 19 ADDITIONAL PARKING SPACES WAS APPROVED AND IS INCLUDED ON SHEET SP3. 9, *ere urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9 A,B or C y ( )' ES END SECTION STA STATION �{ �� BUILDING ENTRANCE `� -1GE UNDERGROUND ELECTRIC 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. LAND USE SCHEDULE: 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, EW END WALL SW SIDEWALK = ° "T OVERHEAD TELEPHONE LINE PRE - DEVELOPMENT % POST- DEVELOPMENT X BUILDING: 5,247 SF a0 5,247 SF &0 the Director of Engineering, or the Director's designee, It is deemed necessary. EX EXISTING SWEL SOLID WHITE EDGE LINE � LOADING DOCK ' PAVED: 29,031 SF 44.4 36,so5 SF 56.3 12. A minimums clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. gpLL,gBp - ° -. - -.- ucT -- UNDERGROUND TELEPHONE LINE PERVIOUS: 31,059 SF 47.6 23,285 SF 35.7 7. Additional clear zone may be required depending on the category of road design. EXIST EXISTING SWLL SOLID WHITE LANE LINE � TOTAL 35,337 SF 35,337 SF 10o 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section Q DUMPSITER PAD _--_ i "' °nry CABLE N detail, shall be strict) adhered to. The cross sloe shall be maintained as shown on the plans. Exceptions will not be allowed. y p p p MN FOUNDATION TBA TO BE ABANDONED 14. All required) signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer pRIVANNAr to "Albemarle FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED - SIGN acceptance Signs and their installation shall conform to County Road Naming and Property Numbering Ordinance and DRAIN INLET Manual" and the Virginia Manual for Uniform Traffic Control Devices. The locations of all .signs are shown on the plans. The the the have been into the road GTD GRADE TO DRAIN TC TOP OF CURB r developer shall be responsible for maintenance of signs until roads accepted state secondary STEEL GUARDRAIL DRAIN MANHOLE system. The speed limits to be posted on speed limit signs are to be determined by VDOT pRIVANNAr to acceptance. The IFIRON FOUND TS TOP OF SLOPE speed limit is to be posted 5mph below the design speed. n WOOD GUARDRAIL [ PLUG OR STUB 15. Road plan approval is subject to final subdivision plot validation. Should the final plat for this project expire pRIVANNAr to IS IRON SET TYP TYPICAL signing and recordation, then approval of these plans shall be null and void. FLARED END SECTION 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director LA LANDSCAPE AREA UG UNDERGROUND PATH of Engineering, or the Directors designee, they are deemed necessary In order to provide safe and convenient access. -- �� HEADWALL 17. Use VDOT standard CD -1 or CD -2 underdrains under the subbase material at all cut and fill transitions and grade sag points. LOD LIMIT OF DISTURBANCE VESCHVA. E &S CONTROL HANDBOOK TREE LINE 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance LF LINEAR FEET YDS YARDS FENCE SEWER MANHOLE with VDOT's video camera inspection procedure and with a VDOT and /or County inspector present. In addition, if high- density = 492 EXISTING CONTOUR `" °Q polyethylene (HDPE) pipe or pipe system is installed, the contractor an d a representative from the pipe manufacturer should LT LEFT ---------- STONE 'WALL SEWER CLEANOUT CONTRACTOR'S COORDINATION RESPONSIBILITIES hold a preconstruction meeting for installation training. 92 = PROPOSED CONTOUR -- - - - - - RETAINING WALL 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIVANNAR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JIJRISDIC11ON OF THE EPA. PRIVANNAR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL U11LITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. The plan approving authority must be notified one week pRIVANNAr to the pre - construction conference, one week pRIVANNAr to the commencement of land disturbing activity, and one week pRIVANNAr to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and speciifications 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 pRIVANNAr 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. PRIVANNAr 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 contrractor 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 disturlbed 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 de;watering operations, water will be pumped into an approved filtering device. 9. The contrractor shall inspect all erosion control measures peRIVANNAdically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert. materials only, free of roots, stuimps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, "fill or waste activity involving industrial -type power equipment shall be limited) to the hours of 7:00am to 9:OOpnn. 15. Borrow, "fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize iany hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporairy stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months off September to February to consist a 50/50 mix of Annual Ryegross and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May 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. Permoneint 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 /aicre 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 appllied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of gross. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plani shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17- 204G.) 22. Permaneint vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17 -207B) UTILITY ARV AIR RELEASE VALVE BOA BLOW OFF ASSEMBLY CO CLEANOUT CTV CABLE TELEVISION DI DROP INLET DIP DUCTILE IRON PIPE ELEC ELECTRIC FH FIRE HYDRANT FM FORCE MAIN F &C FRAME AND COVER F &G FRAME AND GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT 492.2 = ELEVATION AT PAVEMENT MH MANHOLE PVC POLYVINYL CHLORIDE RIM RIM ELEVATION SAN SANITARY SCC STORMWATER CONVEYANCE CHANNEL SO STORM STIR DRAINAGE STRUCTURE TSV TAPPING SLEEVE & VALVE UP UTILITY POLE Wt WATER LINE WM WATER METER WV WATER VALVE 6 0V 6" VALVE ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTOR'S. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800- 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION EFFECTIVE JANUARY 4, 2012. NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. (I CI 10%t111H - - - - ..- .. -..- X STREAM / POND / WATER COURSE DETENTION BASIN SILT FENCE ® 8 ® WATER VALVE & BOX FIRE HYDRANT ASSEMBLY WATER METER WATER WELL _ -- 12 CONTOUR (n ov�o E E c OW GAS VALVE -- _ -- Do INDEX CONTOUR �, f. p V 4 e15 J GAS METER _ MICHAEL: IVIER PARKING; COUNT SJ10NAL��1 ELECTRIC MANHOLE CROSSWIALK ® ELECTRIC METER A ACCESSIBLE CURB RAMP + 1IGHT POLE HANDICAP PARKING VAN- ACICESSIBLE HANDICAP PARKING TELEPHONE MANHOLE , 0 w Y QT TRANSFORMER PAD v N U w U UTILITY POLE z ♦ GUY POLE � rz MATCHLINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. (I CI 10%t111H �vo L Q1 U �NN cow C: W 6)00 z 0 fy o ?moo _ (n ov�o E E c OW f. p V 4 e15 ti S MICHAEL: IVIER Lic.'No. 33028 SJ10NAL��1 A M 0 w Y U w U Z O z A � rz W � A m � P4 A m 0 w Z 0 w A C 0 6i co Z o U v7 © 0 W � A o c, w z w L Z p W O [� Z O W _� E­4 W Q4 C E-I E'' � Z 0 w w W DOM. PROJECT NO:14.004 INDEX TITLE:: SP2 SHEET NO: 2 Of 9 DATE: 06/109/14 ARB NOTES: 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FOM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM Tm 78 ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS Parcel 10 ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. Existing 20' Carmax Auto Superstores 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAIN ED AT, MATURE HEIGHT; THE TOPPING Drainage Easement OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO PP 3369 -663 RT THE OVERALL HEALTH OF THE PLANT. DB DB 1726 -356 DB 1919 -443 DB 1964 -184 Existing Zoned; HC –EC Retaining Walls 6' AV HT Use: Used Car Dealership n PROPOSED RET. WALL -,.MAX HT. =6' — _ — W% SAFES RAIL �S40' '58 W a 6a t r \ Existing Storm ewe w O wl Exist. Pergola N �. HC Exist Water Service i Exist. Q Over Patio W� N am/� " t O O 4 ✓ ae Wooden Beams 21.5" o °o O ,r r and Steel r W Z Columns _ _...._ ..._._..- .I ...ate. F- O R ,0 0 51.0' C 4' Sidewalk: 77 fT i 4' Overhang CG -12 ° U ^� Connect To Elev= 492.18 Existing Parking 1 00 p C2 Ex►sfln9 �5� �` R Existing Curb 26 Spaces ©9' Width \ \ $u pace 10x125 I i - I I s 2 € ; I E l CQ � v e•s .. -- -- --_ - ---_._ .:SDI-_.. _..._._.._ �.. -..� ._ . sz 88 l 423.41' a MH _- v EX. TOP= 480.84 MAJOR SITE PLAN AMENDMENT 488.7 = SPOT ELEVATION AT PAVEMENT NF if) Oak a. T 6 } r o � �a — ~s . r °E AP f All / \ \ \— 4 +� _ x49.8 4 � G s• O EX1 \ s s \ A,3 Drainage Easement 495 Exi stin� 20' 41 _ _.- __..__.... l• r i _. I I x X .. Ln ` _..._xlstrlg Parking — ` Exi. U1 C14 \; a i j N I a I 8 : 4 I ._.–.. Parcel 1 _ �S \ \ Co \ 0 c� ° pfi ° ° N \ a- X it / c, ) 1.50 Acs I I � ri.. �� ' Vasscnlos LLC xi�g :ice _ }} r_._.._ _..,....... __......... I [7. .)..... a_ C N 1964-184 N i - DB I m 8•• s 1 s U DB 1r 965 L r\ — i � 32 I \ \ � Zoned;• H C – C E s I - , r` TMP I r -r 4 8.. T M 78 \.i - 3 R Is, � r i Parcel 11 \ \ 0\ :5 \ • \i ..__ \ 8.008 Acs s \ \ ;� .� 3 R s• . r ` , _ l ' 10 R - -- -....4_`` 1919 -443 3 R 493.OAlbemarle Land, LLC � 1964 -184 _r/ Zoned,--,HC–EC \ 8 \ Use: Vacant s — \ _ z ---49-0 STEEP SLOPES MAATAGED ) _ Is, \- ?. (72�EXISTING CONDITIONS PLAN �r - _ N40-4 423.41''',•4 ': 20 0 20 40 E SCALE: 1"=2V r FEdsLing Edbe of avernOt y i 1 I Y l f N , st. Bumper illiocks 20 0 20 -0 .0 ■ ■■ ■■ ■■ ■■■ I Page 2 Major Site Plan � I a Amendment Tip lop Restaurant Parking Expansion - Parking ° Determination rr July 24, 2014 P t N ?RGi COUNTY OF ALBEMARLE Department of Community Development 40'1> McIntire Road North Wing Because this is 'a determination, L am including the appeal language as is standard Phone 434 Charlottesville, Virginia 22902 -4596 practice Feel free to contact me if you have questions # ) 296 -583 2 Fax (434)972 -4126 I July 24, 2014 If you are aggrieved by this determination, you have a right to appeal it within ten (30) days of this notice, in accordance with Virginia Code § 15.2 -2311; provided, however, Michael Myers, PE CFM that a ten (10) day appeal period applies to appeals of decisions pertaining to Dominion Engineering temporary or seasonal commercial uses, and such appeals shall be filed within ten 172 South Pantops Drive (10) days after this decision. If you do not file a timely appeal, this determination shall> Charlottesville, VA 22911 be final and unappealable. RE: Major Site Plan Amendment Tip Top Res tau ra nt Parking Expansion - An appeal may be taken only by filing an appeal application with the Zoning Parking Determination Administrator and the Board of Zoning Appeals, in accordance with Albemarle County Code § 18 -34.3; along with a fee of $240 plus the actual cost of advertising the appeal Dear Mr. Myers: for public hearing. You submitted a request to exceed the maximum number o f parking spaces for Tip T 0 P Applications for Appeal of the Zoning Administrators Determination are available at restaurant for a total of 102 proposed spaces. , You calculated t he t o tal restaurant area the Department of Community Development ent located at 401 McIntire Road, to be 5,247 square feet (including 230 square f eet of outdoor patio space). B ase d upon Charlottesville, Virginia :22902 or online at www:albemarie.orq /cdapps. This form the 13 spaces/ 1,000 square foot of gross floor area requirement for a restaurant use a applies to appeals of decisions of the zoning administrator or any other administrative' minimum of 68 parking spaces s are required. Under Section 4.12, of the zoning officer pertaining to the Zoning Ordinance. ordinance, a maximum of 20% additional or 14 spaces may be provided, for a total of 82 P g g spaces, the current number of parking spaces provided onsite. Regulations pertaining to the filing of an appeal to the Board of Zoning Appeals are outlined in Albemarle County Code § 18 -34.3, which may be reviewed online at On July 21, a parking study was submitted indicating that the current parking area www albemarle.org /countycodebza. regularly exceeds its parking capacity during weekday lunches and on weekends causing customers to leave or wait for a parking space to become available. Your request to exceed the 82 space maximum is based upon ITE trip generation data for a high turnover restaurant generating peak traffic activity at 20 trips/ hour per 1,000 square foot or 105 vehicles/ hour. You have also provided parking information fora similar site with a parking to square footage ratio of approximately 23 spaces per 1,000 square foot. [concur with your conclusion that the proposed alternate solutions to off - street parking Sincerely, are e) , are impractical given the location of the site on a corridor with limited pedestrian and transit facilities. In addition, it is my opinion that the location of the property adjacent to two car dealerships is such that an increase in the number of parking spaces on this P arcel would not likely adversely impact t he character of adjoining properties. Please be aware that any modification of the uses on the site or change of ownership, Amelia McCulley, A.I.C.P. prompting the requirement for a new zoning clearance, may necessitate a modification Zoning Administrator of the parking requirements. PARKING APPROVAL LETTER C 0 ' .0 ., •E 0L 0 N �T 0 � " o 'npo �mc`rn0 ovvo I U A" MiefiAE' T `SRS Lic, 'I o. 33028 r Q� sl ON A L A • ►, k 1 i O O rz-1 m E 4 N @ I E-' f� - Existing i Exist. Overhang i C Entrance O w Y w Z� , U LO 00 0 ° U 0 F ° v W o ° ° ) S o i l -CD o Il LO - Z � O 45.3' U n A Q O i.. O CN 22.1 Z'Q� m H CD iii 0� f, X ~ 1—� U LJ W W Going 2 rn DOM. PROJECT NO: 14.004 CG -12 xi © HC CL Existing 1 -Story w BENCHMARK NICHMARK - - -- -- -v°i A FFE =497.2 ELE'V =497.2 m 5,017 SF Total CG-12 0 Exist 230 SF Pati w wl Exist. Pergola N �. HC Exist Water Service i Exist. Q Over Patio W� N am/� " t O O 4 ✓ ae Wooden Beams 21.5" o °o O ,r r and Steel r W Z Columns _ _...._ ..._._..- .I ...ate. F- O R ,0 0 51.0' C 4' Sidewalk: 77 fT i 4' Overhang CG -12 ° U ^� Connect To Elev= 492.18 Existing Parking 1 00 p C2 Ex►sfln9 �5� �` R Existing Curb 26 Spaces ©9' Width \ \ $u pace 10x125 I i - I I s 2 € ; I E l CQ � v e•s .. -- -- --_ - ---_._ .:SDI-_.. _..._._.._ �.. -..� ._ . sz 88 l 423.41' a MH _- v EX. TOP= 480.84 MAJOR SITE PLAN AMENDMENT 488.7 = SPOT ELEVATION AT PAVEMENT NF if) Oak a. T 6 } r o � �a — ~s . r °E AP f All / \ \ \— 4 +� _ x49.8 4 � G s• O EX1 \ s s \ A,3 Drainage Easement 495 Exi stin� 20' 41 _ _.- __..__.... l• r i _. I I x X .. Ln ` _..._xlstrlg Parking — ` Exi. U1 C14 \; a i j N I a I 8 : 4 I ._.–.. Parcel 1 _ �S \ \ Co \ 0 c� ° pfi ° ° N \ a- X it / c, ) 1.50 Acs I I � ri.. �� ' Vasscnlos LLC xi�g :ice _ }} r_._.._ _..,....... __......... I [7. .)..... a_ C N 1964-184 N i - DB I m 8•• s 1 s U DB 1r 965 L r\ — i � 32 I \ \ � Zoned;• H C – C E s I - , r` TMP I r -r 4 8.. T M 78 \.i - 3 R Is, � r i Parcel 11 \ \ 0\ :5 \ • \i ..__ \ 8.008 Acs s \ \ ;� .� 3 R s• . r ` , _ l ' 10 R - -- -....4_`` 1919 -443 3 R 493.OAlbemarle Land, LLC � 1964 -184 _r/ Zoned,--,HC–EC \ 8 \ Use: Vacant s — \ _ z ---49-0 STEEP SLOPES MAATAGED ) _ Is, \- ?. (72�EXISTING CONDITIONS PLAN �r - _ N40-4 423.41''',•4 ': 20 0 20 40 E SCALE: 1"=2V r FEdsLing Edbe of avernOt y i 1 I Y l f N , st. Bumper illiocks 20 0 20 -0 .0 ■ ■■ ■■ ■■ ■■■ I Page 2 Major Site Plan � I a Amendment Tip lop Restaurant Parking Expansion - Parking ° Determination rr July 24, 2014 P t N ?RGi COUNTY OF ALBEMARLE Department of Community Development 40'1> McIntire Road North Wing Because this is 'a determination, L am including the appeal language as is standard Phone 434 Charlottesville, Virginia 22902 -4596 practice Feel free to contact me if you have questions # ) 296 -583 2 Fax (434)972 -4126 I July 24, 2014 If you are aggrieved by this determination, you have a right to appeal it within ten (30) days of this notice, in accordance with Virginia Code § 15.2 -2311; provided, however, Michael Myers, PE CFM that a ten (10) day appeal period applies to appeals of decisions pertaining to Dominion Engineering temporary or seasonal commercial uses, and such appeals shall be filed within ten 172 South Pantops Drive (10) days after this decision. If you do not file a timely appeal, this determination shall> Charlottesville, VA 22911 be final and unappealable. RE: Major Site Plan Amendment Tip Top Res tau ra nt Parking Expansion - An appeal may be taken only by filing an appeal application with the Zoning Parking Determination Administrator and the Board of Zoning Appeals, in accordance with Albemarle County Code § 18 -34.3; along with a fee of $240 plus the actual cost of advertising the appeal Dear Mr. Myers: for public hearing. You submitted a request to exceed the maximum number o f parking spaces for Tip T 0 P Applications for Appeal of the Zoning Administrators Determination are available at restaurant for a total of 102 proposed spaces. , You calculated t he t o tal restaurant area the Department of Community Development ent located at 401 McIntire Road, to be 5,247 square feet (including 230 square f eet of outdoor patio space). B ase d upon Charlottesville, Virginia :22902 or online at www:albemarie.orq /cdapps. This form the 13 spaces/ 1,000 square foot of gross floor area requirement for a restaurant use a applies to appeals of decisions of the zoning administrator or any other administrative' minimum of 68 parking spaces s are required. Under Section 4.12, of the zoning officer pertaining to the Zoning Ordinance. ordinance, a maximum of 20% additional or 14 spaces may be provided, for a total of 82 P g g spaces, the current number of parking spaces provided onsite. Regulations pertaining to the filing of an appeal to the Board of Zoning Appeals are outlined in Albemarle County Code § 18 -34.3, which may be reviewed online at On July 21, a parking study was submitted indicating that the current parking area www albemarle.org /countycodebza. regularly exceeds its parking capacity during weekday lunches and on weekends causing customers to leave or wait for a parking space to become available. Your request to exceed the 82 space maximum is based upon ITE trip generation data for a high turnover restaurant generating peak traffic activity at 20 trips/ hour per 1,000 square foot or 105 vehicles/ hour. You have also provided parking information fora similar site with a parking to square footage ratio of approximately 23 spaces per 1,000 square foot. [concur with your conclusion that the proposed alternate solutions to off - street parking Sincerely, are e) , are impractical given the location of the site on a corridor with limited pedestrian and transit facilities. In addition, it is my opinion that the location of the property adjacent to two car dealerships is such that an increase in the number of parking spaces on this P arcel would not likely adversely impact t he character of adjoining properties. Please be aware that any modification of the uses on the site or change of ownership, Amelia McCulley, A.I.C.P. prompting the requirement for a new zoning clearance, may necessitate a modification Zoning Administrator of the parking requirements. PARKING APPROVAL LETTER C 0 ' .0 ., •E 0L 0 N �T 0 � " o 'npo �mc`rn0 ovvo I U A" MiefiAE' T `SRS Lic, 'I o. 33028 r Q� sl ON A L A • ►, k 1 i O rz-1 m E 4 k: E-' - Existing i w 0 Entrance O w Y w Z� , U 0 ° U 0 F ° v W o ° ° ) S o i l -CD o Il LO - Z wl Exist. Pergola N �. HC Exist Water Service i Exist. Q Over Patio W� N am/� " t O O 4 ✓ ae Wooden Beams 21.5" o °o O ,r r and Steel r W Z Columns _ _...._ ..._._..- .I ...ate. F- O R ,0 0 51.0' C 4' Sidewalk: 77 fT i 4' Overhang CG -12 ° U ^� Connect To Elev= 492.18 Existing Parking 1 00 p C2 Ex►sfln9 �5� �` R Existing Curb 26 Spaces ©9' Width \ \ $u pace 10x125 I i - I I s 2 € ; I E l CQ � v e•s .. -- -- --_ - ---_._ .:SDI-_.. _..._._.._ �.. -..� ._ . sz 88 l 423.41' a MH _- v EX. TOP= 480.84 MAJOR SITE PLAN AMENDMENT 488.7 = SPOT ELEVATION AT PAVEMENT NF if) Oak a. T 6 } r o � �a — ~s . r °E AP f All / \ \ \— 4 +� _ x49.8 4 � G s• O EX1 \ s s \ A,3 Drainage Easement 495 Exi stin� 20' 41 _ _.- __..__.... l• r i _. I I x X .. Ln ` _..._xlstrlg Parking — ` Exi. U1 C14 \; a i j N I a I 8 : 4 I ._.–.. Parcel 1 _ �S \ \ Co \ 0 c� ° pfi ° ° N \ a- X it / c, ) 1.50 Acs I I � ri.. �� ' Vasscnlos LLC xi�g :ice _ }} r_._.._ _..,....... __......... I [7. .)..... a_ C N 1964-184 N i - DB I m 8•• s 1 s U DB 1r 965 L r\ — i � 32 I \ \ � Zoned;• H C – C E s I - , r` TMP I r -r 4 8.. T M 78 \.i - 3 R Is, � r i Parcel 11 \ \ 0\ :5 \ • \i ..__ \ 8.008 Acs s \ \ ;� .� 3 R s• . r ` , _ l ' 10 R - -- -....4_`` 1919 -443 3 R 493.OAlbemarle Land, LLC � 1964 -184 _r/ Zoned,--,HC–EC \ 8 \ Use: Vacant s — \ _ z ---49-0 STEEP SLOPES MAATAGED ) _ Is, \- ?. (72�EXISTING CONDITIONS PLAN �r - _ N40-4 423.41''',•4 ': 20 0 20 40 E SCALE: 1"=2V r FEdsLing Edbe of avernOt y i 1 I Y l f N , st. Bumper illiocks 20 0 20 -0 .0 ■ ■■ ■■ ■■ ■■■ I Page 2 Major Site Plan � I a Amendment Tip lop Restaurant Parking Expansion - Parking ° Determination rr July 24, 2014 P t N ?RGi COUNTY OF ALBEMARLE Department of Community Development 40'1> McIntire Road North Wing Because this is 'a determination, L am including the appeal language as is standard Phone 434 Charlottesville, Virginia 22902 -4596 practice Feel free to contact me if you have questions # ) 296 -583 2 Fax (434)972 -4126 I July 24, 2014 If you are aggrieved by this determination, you have a right to appeal it within ten (30) days of this notice, in accordance with Virginia Code § 15.2 -2311; provided, however, Michael Myers, PE CFM that a ten (10) day appeal period applies to appeals of decisions pertaining to Dominion Engineering temporary or seasonal commercial uses, and such appeals shall be filed within ten 172 South Pantops Drive (10) days after this decision. If you do not file a timely appeal, this determination shall> Charlottesville, VA 22911 be final and unappealable. RE: Major Site Plan Amendment Tip Top Res tau ra nt Parking Expansion - An appeal may be taken only by filing an appeal application with the Zoning Parking Determination Administrator and the Board of Zoning Appeals, in accordance with Albemarle County Code § 18 -34.3; along with a fee of $240 plus the actual cost of advertising the appeal Dear Mr. Myers: for public hearing. You submitted a request to exceed the maximum number o f parking spaces for Tip T 0 P Applications for Appeal of the Zoning Administrators Determination are available at restaurant for a total of 102 proposed spaces. , You calculated t he t o tal restaurant area the Department of Community Development ent located at 401 McIntire Road, to be 5,247 square feet (including 230 square f eet of outdoor patio space). B ase d upon Charlottesville, Virginia :22902 or online at www:albemarie.orq /cdapps. This form the 13 spaces/ 1,000 square foot of gross floor area requirement for a restaurant use a applies to appeals of decisions of the zoning administrator or any other administrative' minimum of 68 parking spaces s are required. Under Section 4.12, of the zoning officer pertaining to the Zoning Ordinance. ordinance, a maximum of 20% additional or 14 spaces may be provided, for a total of 82 P g g spaces, the current number of parking spaces provided onsite. Regulations pertaining to the filing of an appeal to the Board of Zoning Appeals are outlined in Albemarle County Code § 18 -34.3, which may be reviewed online at On July 21, a parking study was submitted indicating that the current parking area www albemarle.org /countycodebza. regularly exceeds its parking capacity during weekday lunches and on weekends causing customers to leave or wait for a parking space to become available. Your request to exceed the 82 space maximum is based upon ITE trip generation data for a high turnover restaurant generating peak traffic activity at 20 trips/ hour per 1,000 square foot or 105 vehicles/ hour. You have also provided parking information fora similar site with a parking to square footage ratio of approximately 23 spaces per 1,000 square foot. [concur with your conclusion that the proposed alternate solutions to off - street parking Sincerely, are e) , are impractical given the location of the site on a corridor with limited pedestrian and transit facilities. In addition, it is my opinion that the location of the property adjacent to two car dealerships is such that an increase in the number of parking spaces on this P arcel would not likely adversely impact t he character of adjoining properties. Please be aware that any modification of the uses on the site or change of ownership, Amelia McCulley, A.I.C.P. prompting the requirement for a new zoning clearance, may necessitate a modification Zoning Administrator of the parking requirements. PARKING APPROVAL LETTER C 0 ' .0 ., •E 0L 0 N �T 0 � " o 'npo �mc`rn0 ovvo I U A" MiefiAE' T `SRS Lic, 'I o. 33028 r Q� sl ON A L A INDEX TITLE: SHEET NO: 3 of 9 �-� 10 %17/0-f DATE: 06/09/14 O rz-1 m E 4 E-' �:D w 0 O w Y w Z� U W w S W 1 W U Z � O U n A Q O O w Z'Q� m H w ~ 1—� W W Q 2 rn DOM. PROJECT NO: 14.004 w A m 0 w z w o � A CQ � 0 6i M rn U Z O U c C b a 0 E- w E— I w c, Qo z o W J INDEX TITLE: SHEET NO: 3 of 9 �-� 10 %17/0-f DATE: 06/09/14 O rz-1 E 4 E-' �:D w O w Z� w�ayss w W 1 W w � O n E--i Q O O Z'Q� W H w ~ 1—� W W 2 rn DOM. PROJECT NO: 14.004 INDEX TITLE: SHEET NO: 3 of 9 �-� 10 %17/0-f DATE: 06/09/14 Line Inlet Drng Inlet i Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter No. ID Area Time Inlet Coeff Q Carry Capt Btp Eff Len Type Slope Width SI, Sw SI, Sx Depth Spread 495 (ac) (min) (in /hr) (C) (cfs) (cfs) (cfs) (cfs) ( %) (ft) (ft) ( ft/ft) (ft) (ft/ft) ( ft/ft) (ft) (ft) 1 j 2 1 0.70 j 5.0 j 5.19 j 0.75 j 2.73 j 0.00 j 2.73 j 0.00 j 100 j 8.00 j Curb j Sag j .... 0.050 0.043 j 0.22 j 4.75 1 STORM INLET CALCULATIONS SP4 Line Inlet DnStm Drng Runoff Inc r Total Inlet i Total Q Invert Invert Line Line Line Capac Vel Pipe No. ID LnNo Area Coeff CxA CxA Time Inlet Runoff Capt Dn Up Length Slope Size Full Dn Travel 495 (ac) (C) _ GRS P�E AE (min) (in /hr) (cfs) (cfs) (ft) (ft) (ft) ( %) (in) (cfs) (ft/s) (min) 1 2 Outfall 0.70 0.75 0.53 0.80 5.0 6.70 5.24 3.52 483.72 483.86 27.71 0.50 18 7.46 4.46 0.12 2 3 1 0.36 0.77 0.28 0.28 5.0 6.70 1.86 .... 484.06 484.52 91.63 0.50 15 4.58 3.32 0.51 STORM DRAIN CALCULATIONS 500 3 �>mo�0 mmz 2 .E 1 500 0 W �„ x ,' i L p v eye MICHA 1✓I. MYERS Lid /1Vo. 33028 P a_. _.. _,_ „_,__.. .. 495 _ ._. . 495 _ GRS P�E AE „ 0 w Ile 77,18 490 � ._. _._____. _ .._.. _. ___ _ ___..._ _.,_ _.___ _.__ -0 0 -50%.. _ - 490 O ° ......_...._ A 485 -91 6 - �. 5 ".MCP - 0.50%_ _... A �._ ..LA1­-,RIP-RAP 485 m -- 480 ... _ ........ .. ..... _ ___ .. ,�,__®_. ____ _.. _.... _ _ _ __ ____ �,, __ .... - 480 ®.__.. _._ ... �______. _ _ ___..._. __.. CD. _��y W.. _. _ ... _ _. w A 475 __ .......... .. .� ___.. � 475 0 co w o 't d A . ... .__.._ ®.. _ _ .._ _ . _. _ .._ . _ ..... __ _._..____ __... _ _.... _ ..� _...�.a .� _ _.... _ _ _. �.. _._�_ 470,__­­­, ___ -- _ __..�_ 0 __....____ 470 10 +00 11 +00 4 PROPOSED STORM SEWER PROFILE 3 => 1 SN HORIZ. SCALE: 1 " =30' VERT. SCALE: 1 " =10' GO EXl Existin6 20 Y sement P Q Drainage Ea 1 F \ } l t 0D 1 S) pLC\ \ TM 78 Parcel 11 8.008 Acs Albemarle Land, LLC DB 1919 -443 1964 -184 Zoned,--,HC-EC Use: Vacant ('T�PROFILE PLAN VIEW SP4 510 10 +00 5 EXISTING SANITAF HORIZ. SCALE: 1 " =30 VERT. SCALE: 1 " =10' => EX1 8S o 1 w�T 4 V' Existing Exist. CG -2 495 20' Sanitary To Be Removed Sewer Easement Connect To X1919 PG 446 4-_ Existing Curb ' �,< -496- xisl.n�Pctrk -ing -- X `N C" 1 L� l Parcel 1 OA 1.50 Acs °'.. Vassalos LLC DB 1964 -184 x�m 11 00 12 +00 13 +00 510 505 500 495 490 485 480 475 470 465 -�� 460 455 450 THE PURPOSE OF THIS PROFILE IS TO SHOW THE AMOUNT OF FILL IS LESS THAN 15' OVER THE EXISTING SEWER LINE AFTER CONSTRUCTION. THE ACSA WILL CCTV FROM EX MH2 (WhiteHseMtl -1 -3) TO EX MH3 (WhiteHseMtl -1-4) PRIOR TO THE START OF CONSTRUCTION. THE DEVELOPER WILL FURNISH THE ACSA WITH A POST CONSTRUCTION CCTV INSPECTION FOR REVIEW. IF THE PIPE HAS BEEN DAMAGED, AS DETERMINED BY THE ACSA, THE DEVELOPER WILL BE REQUIRED TO SUBMIT A REPLACEMENT /REHABILITATION PLAN TO THE ACSA FOR REVIEW AND APPROVAL. ALL REPAIRS /REHABILITATION REQUIREMENTS WILL BE AT THE OWNER/DEVELOPERS EXPENSE. o loll-iliq > _ E V/ � o C;) �NNCflU p Q W .L �>mo�0 mmz O W mm0 .E � N �s' � - U .E 0 W �„ x ,' i L p v eye MICHA 1✓I. MYERS Lid /1Vo. 33028 P ON A L A M 0 w Ile U w U Z O ° A W A m c� w A m 0 w °z 0 co w o 't d A Cq C a~ 0 vi � iii J U Z O W � c o v � w b � A � a o v � I a 0 H a E I LU Q� z � o 0 z w J w T__4 O E­4 p W 0 E--- Q O a X111 � � ►''' _- ������lll , , J W W DOM. PROJECT NO:14,004 INDEX TITLE: SP4 SHEET NO: ¢ of 9 DATE: 06/09/1¢ 10 0.0 0.0 00 010 0,0 010 0.0 O�O 0,0 0.0 0,D 0.0 0.0 0.0 QJ O C1(i 0,0 0.0 00 0,0 0,0 010 0,0 010 NO,O 0,0 0,0 0.0 0 0 0 0.0 0.0 010 0,/ `&Q 0,0 0.0 0,0 0.0 0,0 0,0 0,0 0'/ 0.0 0.0 0,0 0,0 0.0 r 0.0 0,0 0,0 10 ❑ ❑ �.a 0.0 0.0 0.a 0.0 0,0 0.0 010 0,0 •010 ❑ ❑ ❑ ❑ 0,0 0,0 10 0.0 0,0 / 0,2 .3 1.8 2.5 3.7 0.0 0,0 0,0 0,0 CIO ❑ ❑ ❑ ❑ ❑ ❑ 0.0 0,0 0,0 O,O 0,0 0.8 1.5 2. 0 3.2 3.4 0,0 0.0 0,0 ❑fY0 ❑ ❑ M ❑ 0 ❑ ❑ 0,0 0,0 0.0 10 0.5 1,6 2.8 2. 2.0 .5 3,5 2 0,0 0,0 0.0 ( ❑ ❑ ❑ 13 ❑ ❑ ❑ 13 0.0 0,0 010 4 0 118 3, 3.6 2.2 3.9 ,3 1.7 0.0 0.0 0.0 / ❑ ❑ ❑ ❑ ❑ ❑ ❑ / 0,0 O.0 0,0 Oi 02 0.4 0 3.4 3, 4, 2.7 ,7 1.2 0.8 ❑ ❑ ❑ t 0,0 0.0 10 00 ' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ / 010 0.0 0.0 2.5 51.2 7.5 ,1 4,5 3.2 .4 1,2 0,5 t' OX O,D 0,0 0.0, ' ❑ ❑ ❑ � ❑ ❑ ❑ ❑ 0,0 0.0 0,0 .2 1.5 3. 51 6. 7.1 8, 7.1 .2 .4 2. A 0,0 0.0 0.0 0 0 , / ❑ ❑ ❑ r) ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0,0 0,0 0,0 0,0 0.1 0,2 0. 6 5,1 6 2.5 4 .2 0.0 0,0 0,0 0,0 A0 0,1 .2 0,1 0,1 0,1 0..5 1,5 2.1 0,8 0.4 0.2 0,0 /p,0 0,0 0,0 0.0 ❑ ❑ ❑ ❑ ❑ ❑ 0.0 0.0 0.0 0.0 �4 0,2 0 ° , ❑ 3.4 1,3 .1 .1 0..5 0. 3 2 .1 0, / 0,0 0, 0.0 0,0 0.0 0.0 0,0 q.0 0.0 1, 42 7.2 7.5 6.8 6.1 5.1 .1 11 21 .9 7 0.4 0.3 0 / 0.0 0.0 0.0 ❑ ❑ ❑ ❑ PROPOSED LIGHTS 2 0.0 0,0 0.0 0.0 OV 0.0 011 1.1 ,2 5.6 7,2 9 9 1 3.4 2. 1.5 .0 0.8 0,0 0.O 0,0 ALL OTHER LIGHTS EXISTING 0,0 0,0 0,0 O.a 0. 0.1 1. 3.7 4 5.6 2, 7 6 1 2.2 .8 0,0 0,0 0.0 ❑ ❑ ❑ ❑ 0.4 0.6 2,1 6 4 1 6. 6'° /° ❑ ❑ 0.0 0,0 O,0 00/ 1 0,0 0.1 0.1 0 4 0.6 0.0 0,0 O.O ❑ ❑ ❑ ❑ o' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ .8 0. ❑ n ❑ 0,0 0,0 O.0 0.0/ -$ 2 0.1 0,1 0. 6 06 0,6 L1 4 5. 3. O.0 0.0 0.0 0,0 a 13 O,D 0,0 0.0 O.D 1. 0.6 0. 0,4 0.4 0. .0 3.4 1. 1.0 10 .9 2. .0 0,0 0,0 0.0 OX 0.0 O.0 0.0 0.0 1 4.8 .6 1.2 0,4 4 0, 1,2 2. 5.7 3 7 3. 1.3 0.4 1. 0,0 0,0 0.0 0.0 0.0 0.0 0,0 0 `` 1 3.0 1.4 .0 0.4 0.3 0.4 0.6 1 5.4 6.2 .6 0,9 0, 0.5 .2 0,0 0,0 0.0 0.0 0.0 0.0 0.0 0. 3.4 4 1.6 0.8 1.5 0.8 0.5 0.6 1.1 5.3 .8 3, 01 0.1 0.0 0,0 0.0 0.0 0.0 0.0 0,� 0 LO 0.7 .9 :,s 3.6 0.8 0.6 LO .0 0. 0.2 0.1 0,0 0,0 13 13 E3 0 11 6'. 0,0 0.0 O,0 O,0 Oo' 0. 1.2 °.4 0.5 ° 3. 1.6 0.6 0, 0,4 1. 4 0,1 0,0 D,0 0.0 El 0.0 0.0 0,0 0.0 0.4 5 0.2 0 - � 7 '2,7 ,4 11,6 0.4 0. 0.5 2 0.0 0.0 0.0 0.0 /g k 0.0 0,0 0.0 0.0 _ ' 1.4� 1,6 0, 0.3 0.1./ .0 D.Si o.4�' 0.2 0.1 0 Ti Mal (I r) ')'A c7.n 0,0 0.0 0.0 0,0 .(� ���� 0.0 0,0 0.0 0.0 8.1 3.3 1.: ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ •, 0,0 0.0 0.0 0.0 � ,./�3, 1.6 0, 0.0 0.0 0.0 0.0 0, �,1 1.4 0,6 13 13 0 0 0 0. 0,0 0,0 0,0 ' , a 0. 0.8 0 0.4 0.; 0.0 = 0,0 0.0 0.0 0,3 0.5 0,, Q E3 0,0 ❑ 0 0,0 ❑ , 0,2 0. 1.E 0-,0 00 0.0 0.0 �t. 0. 2, O�O 0,0 0.0 0.0 0 ° 0 D, 0.0 0.0 0� o., ❑ ❑ ❑ ❑ 0.O 0,0 0, 0.0 0 ❑ ❑ 0.0 , 0.0 0. 0 ❑ O.O 0 ❑ D ❑ ❑ ❑ `x " R ❑ . ❑ ❑ ❑ 0.6 0.2 0,1 �`.° 1 O 1 j, D.0 0.0 0,0 0.0 .. 0. 0.1� 0.0 0,0 0,0 lyp pS P Roadway � Catalog No, Project! TIP TOP RESTAURANT H arizerttal Lamp Cutoff Luminairo APPLICATIONS Max l idk pe' iia6i'. a'K5 a ' f A7M ix P Wd.ng 7i[?'r15;... k' S Lumens F4 xza�crys. C1altaox SraWs Artnl. �acrt Courts, Giakksi ,Y;.�mm�2i Jt? }a8'iW Fc CONSTRUCTION 8..i.: 0.0 •° r�> t�i�t :,�:��.vur�sminu.n?a5cu6nt; ��; �s 11700 � ���ae 1aaYy Q1�trstarl &, aee� n +.immu -, ".ne iiigr?o iariz 1 tam= r;NF_ vnmF 0100 ....un ar diw, and 91Wc irar pronUt, dust, nv s9jro, aM t g 010 0,00 0.00 ruptleas. eriry inea taf7ies +rx I +ctir�a 1 er i ckrx'i3eat� srwt,,': « GarfrtSian: e,e,?anS 7tcw�:e� n Ysptfzv� prX�.,'Sl� (x,v�,riet C pfif ddesi ier'*Iwh[ au kfho.::� page 2$1 iniho EPA a izai.1L ELIECTR[CAL 160 to 4W Watt (MA) Metal Halide . Pu 3L Yn ing as C Cd got 1W try 4t 0Watt (C� Ho Pro3dtira Sockum « NK�� }'�t,�kWCi' F't1C30[ GVIA DkiSil5f Ekk;C+i:,r4 =Tg)cr n tty �,s .,Ind L', k14,ged k''<il t ff3Y s^ 0>a ; 3(art n{f iar t]e alWru; ,:X�S#T5i d3fi -A(7`C to &Of 2U ❑'.}G F•-1 _ ? '� ,1 £ ` . ✓ �,.arvrn: �r� OPTICS t—I l� « VCM} pi" rig�xtt - iF'Ptt Gi ca'vYCF2C%1 C.ff11T4fliti?Y;1`"f}tY(�f /(. F--•1 ,"._� ' l� Y .,, d`dlt{ 1111e sF tG'PlrGlfV'Y^�'1)ij.X'l�ivCfi fQY1Bf`fe�i ti4:Eil£ : FS ntxt S 4c,A fA��^i'ce 5 wd i�+>1� sr,,q f! %�rwl eaofte, ��.: ;. lad, , CP! Y US_ 5 Ni j y MOUNTING bast n , naahad s umr c rr 1n rr rr «6Ci "SM'S intpCJrfi7aljijQ$�i91t,`u*�?7.. t�6i:'7VKs SH'IC ZtiC,'e"3. (n. ;Ai s' 13r1y:t7ag r.�s:y MWidbe rrfW 4isaru r: %^�s.a9tk.. 'r a i'londs^'tree whfv. WARRAN-rYlLIS'TINGS +VLI`E rr'ehfa re: cr;�iklfws IN---I F-�- -1 .i'1a�,3rr tntrtscf warmer {. ORDERING GUIDE AMPLE W W W VII 164` Jr EaT E0-4r: !RA 4 c J.E, 1]•c 1T:1%S E'Eii c0 8 q il, n ruJ ql i. . £6c'icdt °(YA 04 GI dq..dC r7JQ di t9dt Lls ❑X&1 iF}: s.kn LX iti.tyh H'. 6Ft561: :: « it ALL FIXTURES SHOWN MEET IESNA CRITERIA FOR A FULL CUTOFF CLASSIFICATION POLES TO BE >BROWN TO MATCH EXISTING LIGHT POLES MOUNTING HEIGHT OF POLES IS 24' ExceLine Luminaire Schedule Project! TIP TOP RESTAURANT Symbol juty Max I Label Arrangement Lumens LLF Description Fc 113 2 0.0 B SINGLE 11700 1,000 SMR173MA 0,3 ❑ 1 O.O o.o 0.0 ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE 1T 01 0.0 O.D 0.0 0,2;r ,, 0 ° O,D 0.0 0.0 0,0 1 yptt r ❑ ,r u 9"t, 0 ❑ ❑ ❑ o. o. 0.2 0.1 0.0 0.0 0,0 0.0 ExceLine Numeric Summary Project: TIP TOP RESTAURANT Label CalcType Units Avg Max Min Avg /Min Max /Min Parking Lot FC at Grad Illuminance Fc 113 1514 0.0 0.00 0.00 FC Beyond Prop Line Illuminance Fc 0100 0.3 010 0,00 0.00 ALL VALUES SHOWN ARE HORIZONTAL INITIAL F❑❑TCANDLES AT GRADE N, 2.0 L1 D. ° .2 ❑ t0 � 0,0 0.0 0,0 FIXTURE DISTRIBUTI ❑N TEMPLATES ARE SHOWN AT 0,25MFC FOR REFERENCE ONLY ❑ ❑ ❑ ❑� ❑ ,. `o, ❑ ❑ ❑ 6.0 2.7 1,1 0 0..- 0 10 0,0 0,0 ❑ ❑ ❑ 13 ❑ ❑ ❑ 5,4 2.6 0,9 .3` 0.1 /0.0 0.0 0.0 0.0 Ca. 13 13 ❑ ❑ Ll 0.9 0.5 2 0,0 0.0 0.0 0.1 0,2 0.2 0.1• • 0.0 ,0 0.0 a \ 0.0 0.0 0.0 0,0 0. °.D 0.0 0. 10 0.0 0.0 0.0 0,0 0.0 ❑ 0,0 0.0 0,0 0,0 0.0 0.0 0,0 ❑ ❑ ❑ JOB 2� \ .ti5 0,0 0.0 0,0 a'Q�S� `0,0 E 0 tolll /1N >= a� o �NN cpC9 z c 61 O o 41mm0 N 40 �t N � s — U MICHAEU'F. MYERS Lich, -No. 33028 o �. O ' X40 9N L A W I eP E� ~ A C11 Z.- � o 0 o ! 4 U - ®© m M w Y U W x U m z m 0 W z 0 w 0 w J U C/) I t_ -4 a s� I a C) E- E W Cr.) CD z � W J_ LL � H DOM. PROJECT NO:14, INDEX TITLE: SP8 SHEET NO: 8 Of 9 30 0 30 60 90 SCALE: 1"=30' DATE: 06/09/14 ry O1� w � O W O F•-1 t—I l� F--•1 J H IN---I F-�- -1 I- W W W 2 U) m M w Y U W x U m z m 0 W z 0 w 0 w J U C/) I t_ -4 a s� I a C) E- E W Cr.) CD z � W J_ LL � H DOM. PROJECT NO:14, INDEX TITLE: SP8 SHEET NO: 8 Of 9 30 0 30 60 90 SCALE: 1"=30' DATE: 06/09/14 SET TRUNK PLUMB. SEE - PLAN5 FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE 5PEC5. 1 -1 12" 5Q. OAK STAKES - 5ET 180 DEGREES APART FINISHED GRADE APPLY 3" OF MULCH AFTER PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH WATERING BERM EXI5TING GRADE PLANTING PIT. 5EE 5PEC5 FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING 501L AMENDMENTS. REMOVE BURLAP * STRING FROM TOP 1/3 OF ROOT BALL UNDI5TURBED 501L 1 TREE PLANTING DETAIL SP9/,N-0—T--TO SCALE MULCH BED AROUND TREE TO BE "5QUARE "AND EXTEND TO BACK OF CURB AND EDGE OF SIDEWALK. WHERE METER5 ARE LOCATED CLO5E- EXTEND MULCHING EQUALLY ON BOTH 5f ES OF TREE TO MATCH THIS TREE TO BE RELOCATED OUTSIDE OF SEWER EASEMENT AS SHOWN 20 0 20 40 60 SCALE: i " =20' PLAN: PLANTING STRIP; TYP. N.T.5. 5TR( P N VVMILN iviL TER PROPOSED TREES TREE BOTANICAL & MINIMUM HEIGHT QUANTITY CANOPY TOTAL CANOPY KEY COMMON NAME CALIPER PLANTING PLANTED 10 YEARS CANOOPY � Betula nigra "Heritage" p0 — IMMEDIATELY AFTER O4 64 4 4 '^ T -1A 4 — 10' -12' 3 397 sf 1,191 sf - U Heritage River Birch PLANTING PIT. o PREPARED 501L FOR 5HRUB5 16 U) Quercus palustris 2 112" — 5 OQ 725 sf T -2A Washington Hawthorn 2 1/2" — 7 419 sf 2,933 sf Pin Oak ROUGHENED _ III _ - TO BIND NEW 501L — ��I— I I�_,����1--iI � d�1 �I1_,�I1�MI T -4 — 10' -12' Total Canopy 4,124 sf SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FIN15HF-D GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE II W n/ Q NOTE FOR 5HRUB BEDS: SEE PLANS FOR EXACT LAYOUT. 5EE SPECIFICATIONS TWO TIM E5 BALL FOR EXACT BED PREPARATION, PLANTING 501L, AND DIA. (MIN) PLANTING 501L AMENDMENTS. 2 SHRUB PLANTING DETAIL SP9 NOT TO SCALE EXISTING TREES SEE PLAN5 FOR EXACT LAYOUT. 5PACE BOTANICAL & 4 PLANTS A5 SPECIFIED IN PLANT L15T QUANTITY CANOPY OR A5 SHOWN. ADJUST SPACING A5 KEY COMMON NAME NFCE55AKY OR A5 DIRECTED BY PLANTING PLANTED LAND5CAPE ARCHITECT. CANOOPY � MULCH 3" DEEP p0 — IMMEDIATELY AFTER O4 64 4 4 '^ PLANTING AND WATER O° 4 3 " THOROUGHLY. 4 O 99 sf 4 ° - U Crataegus phaenopyrum PLANTING PIT. o PREPARED 501L FOR 5HRUB5 16 U) 'Coral Bells' Azalea 2 112" — 5 OQ 725 sf - Washington Hawthorn 7 I�II�I D.IA MIN. ". 501L SURFACE II- 1j ROUGHENED _ III _ - TO BIND NEW 501L — ��I— I I�_,����1--iI � d�1 �I1_,�I1�MI SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FIN15HF-D GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE II W n/ Q NOTE FOR 5HRUB BEDS: SEE PLANS FOR EXACT LAYOUT. 5EE SPECIFICATIONS TWO TIM E5 BALL FOR EXACT BED PREPARATION, PLANTING 501L, AND DIA. (MIN) PLANTING 501L AMENDMENTS. 2 SHRUB PLANTING DETAIL SP9 NOT TO SCALE EXISTING TREES TREE BOTANICAL & MINIMUM HEIGHT QUANTITY CANOPY TOTAL KEY COMMON NAME CALIPER PLANTING PLANTED 10 YEARS CANOOPY � Prunus incisa x Companulata — 24" 11 '^ T -1 "Okame Flowering Cherry 3 " — 3 99 sf 297 sf - U Crataegus phaenopyrum S -3 24" 16 T -3 'Coral Bells' Azalea 2 112" — 5 145 sf 725 sf - Washington Hawthorn 7 'Delaware Valley White' Azalea Betula nigra "Heritage" Abelia grandiflora 'Edward Goucher' FC11 F-� :2� S -5 T -4 — 10' -12' 7 397 sf 2,779 sf 'Heritage' River Birch S -6 - 24" 31 Ilex x attenuata 'Fosteri' m T -5 — 6' -7' 5 16 sf 80 sf Foster Holly Q Cotinus coggygria T -6 5' -6' 2 163 sf 326 sf Royal Purple Smoketree Quercus palustris Q T -8 2 112" — 6 419 sf 2,514 sf Pin Oak 0 w Amelanchier canadensis x T -9 — 6' -7' 7 130 sf 910 sf � Shadblow Serviceberry Total Canopy 7,631 sf EXISTING SHRUBS TREE BOTANICAL & MINIMUM HEIGHT QUANTITY KEY COMMON NAME CALIPER PLANTING PLANTED Abelia 'Little Richard' ? � S -2 — 24" 11 '^ 'Little Richard' Abelia D�tdm❑ c �� N L �Q) Rhododendron x 'Coral Bells' - U E S -3 24" 16 0 'Coral Bells' Azalea S -4 Rhododendron x 'Delaware Valley White' - 24" 7 'Delaware Valley White' Azalea U Abelia grandiflora 'Edward Goucher' FC11 F-� :2� S -5 Edward Goucher Glossy Abelia 24" 26 C) Clethra alnifolia & cvs. S -6 - 24" 31 Summersweet Clethra m LANDSCAPE REQUIREMENTS STREET TREES: REQUIRED: 150 LF /50 LF = 3 TREES PROVIDED: 3 TREES OK STREET TREE CANOPY = 297 SF PARKING AREA TREES: CANOPY REQUIRED: 0.05 *41,500 SF =2,075 SF QUANTITY REQUIRED: 1 TREE PER 10 SPACES 101/10 = 10.1 TREES CANOPY PROVIDED: 5,202 SF OK QUANTITY PROVIDED: 16 TREES OK TOTAL CANOPY: REQUIRED: 0.10 *65,337 SF = 6,534 SF TOTAL CANOPY REQUIRED = 8,609 SF EXISTING CANOPY PROVIDED: 7,631 SF PROPOSED CANOPY: 4,124 SF TOTAL CANOPY = 11,755 SF OK DRIP LINE SNOW FE BOARD f Im CORRECT METHODS OF TREE FENCING , TRIANGULAR BOARD FENCE -ENCE CORRECT TRUNK ARM OKING 3 TREE PROTECTION FENCING DETAIL �NOT TO SCALE 0 = TREE PROTECTION PLAN VIEW P 101(-11(14 WN e 5 � Nt � ` G 74 rp LicvNo. 33028 y�- ONAL � E Lai__ U ❑N(RIcQU w O�jQ}— a C ? � 0 '^ m D�tdm❑ c �� N L �Q) - U E c W a w 0 WN e 5 � Nt � ` G 74 rp LicvNo. 33028 y�- ONAL DOM. PROJECT NO:14. INDEX TITLE: MIN �L J SHEET NO: 9 of 9 DATE: 06/09/14 � w a � m a w U w 2 U FC11 F-� :2� C) A c 1-I w � m A �Q Q W Q m 0 w x � w o � A 02 Cl? O � � 6i U Z O O U) a a 0 E- a E- ui z I Cr3 � z z w w--4 C C� W � O f--i H a C J w W 07 DOM. PROJECT NO:14. INDEX TITLE: MIN �L J SHEET NO: 9 of 9 DATE: 06/09/14