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HomeMy WebLinkAboutWPO201400055 Plan - Approved 2014-06-09r 19-A i IRA I I ;;IN ;A NF I I � w 11 1 il� I �1' � I F-A V� I =I � I E iiLwJ ILt 111-1=& 4 TM-78P R EL 10A RIV NN ISTRICT, L EM RLE COUNTY, VIRGINIA MINOR AMENDMENT -1 (SDP- 2007 - 00142) 1. THE PURPOSE OF THIS MAJOR AMENDMENT WAS FOR AN ADDITION TO THE EXISTING BUILDING AND ASSOCIATED PARKING. 2. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 12. 3. THE EXISTING SIGN SHALL REMAIN. 4. TRASH REMOVAL: NEW DUMPSTER. 5. THE RESTAURANT USE SHALL OCCUPY 1.0 ACRES. 6. THE MAXIMUM IMPERVIOUS AREA 30,460 SF 7. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC. SUMMARY OF AMENDMENTS TO ORIGINAL SITE PLAN SDP 2002 -00066 SP 1 Cover Sheet SP2 Notes, Abbreviations, & Legend SP3 Major Site Plan Amendment SP4 Profiles and Computations SP5 Erosion and Sediment Control Plan SP6 Adequate Outfall Analysis SP7 Details SP8 Lighting Plan SP9 Landscape Plan ,ROVED by #wA lbernarle County Community Development Department Cates He _f,-� 0 1Lf 600 S CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL MINOR AMENDMENT -2 (SDP- 2008 - 00027) MINOR AMENDMENT -3 (SDP - 2008- 00167) 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 SF PATIO. PREVIOUSLY APPROVED PATIO AREA. 2. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 25. 3. THE EXISTING SIGN SHALL REMAIN. 4. TRASH REMOVAL: EXISTING DUMPSTER. 5. THE RESTUARANT USE SHALL OCCUPY 1.50 ACRES. 6. THE MAXIMUM IMPERVIOUS AREA WAS 34,278 SF 7. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC. 2. NO NEW IMPERVIOUS AREA WAS PROPOSED. THIS MAJOR SITE PLAN AMENDMENT 1. THE THE PURPOSE OF THIS MAJOR AMENDMENT IS FOR ADDITIONAL PARKING. 2. THE MAXIMUM IMERVIOUS AREA WILL BE 36,805 SF. > _ �� o �m u coo O jQC9Z 0 mmo N L — U i y y♦ e r4�1yT H 0 � I� �O f y MI 0.33028 �o "61'-1 ww r n N r n t '61 0 A A co Z z 0 w A zz Edo M 0 w Y U W M U 0 Z 0 9 m 0 w Z w 0 P 0 di Q v w Q z W J H W W O DOM. PROJECT NO:14. INDEX TITLE: spt SHEET NO: I of 9 I DATE: 06/09/14 O rz� � W C/) W C) � w J LU w LU U) M 0 w Y U W M U 0 Z 0 9 m 0 w Z w 0 P 0 di Q v w Q z W J H W W O DOM. PROJECT NO:14. INDEX TITLE: spt SHEET NO: I of 9 I 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 REQUIIRED 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 JURISDICTION 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 UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE 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 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 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 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 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, :stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9: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 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 Ibs /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 Millet. and April to consist of Annual Rye, or May through August to consist of Germ an I let. St aw r mu lch 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 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 grass. 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 plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17- 204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17 -207B) UTILITY ARV SITE DATA & GENERAL NOTES BOA ABBREVIATIONS CO LEGEND CTV CABLE TELEVISION DI DROP INLET SITE DATA GENERAL CONSTRUCTION NOTES: ELEC GENERAL FH FIRE HYDRANT FM FORCE MAIN F &C FRAME AND COVER F &G FRAME AND GRATE QJI)TIEB. 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION 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 6' Tr x 128 TC TOP OF CURB ELEVATION 1186 TURNER MOUNTAIN RD requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 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 168 CC x 12° 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 LEGAL REFERENCE A SOURCE OF TITLE: DB 828 -202 installed pRIVANNAr to any clearing, grading or other construction. AHD AHEAD MON MONUMENT CONCRETE - VACATED PROPERTY LINE X 6� x 12° FL FLOW LINE ELEVATION 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. APRX APPROXIMATE NIC NOT IN CONTRACT 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 16' EOP x 12 EOP EDGE OF PAVEMENT ELEVATION SOURCE OF BOUNDARY SURVEY: DOMINION 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 o -p- o-a- BUILDING SETBACK X 165 x 12° SPOT ELEVATION deemed necessary in order to stabilize a drainage channel. BFE BASEMENT FLOOR ELEVATION OC ON CENTER 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 x 16TNt x 12'TW 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 ZONING LINE X 16'BW x 12 °Bw BOTTOM OF WALL ELEVATION THIS PROPERTY IS LOCATED WITHIN THE UPPER RIVANNA RIVER WATERSHED. 1926). BK BACK PE POLYETHYLENE PK NAIL NEAR NORTH OF BUILDING CORNER, EL = 492.18' BENCHMARK(S): 10. All retaining walls are subject to separate permit approval. BM BENCHMARK PERF PERFORATED 4;J TEST PIT LOCATION /BORING LOCATION *DATUM: NAVD 1968 GENERAL CONSTRUCTION NOTES FOR STREETS: LIMIT OF DISTURBANCE 0 BS BOTTOM OF SLOPE PROP PROPOSED BENCHMARK 1. PRIVANNAr to any construction within any existing public right -of -way, including connection to any existing road, a permit shall FLOODPLAIN LIMIT 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 IRON FOUND SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. -- 8Z - -- 6Z BUFFER ZONE 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 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. CENIER LINE RCP REINFORCED CONCRETE PIPE - RMA - RESOURCE MANAGEMENT AREA -- UD UD UNDERDRAIN 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for RPA RPA CURRENT USE: RESTAURANT underground 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 PROPOSED USE: NO CHANGE (ADDED PARKING ONLY) 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed pRIVANNAr to an clearing, grading or other construction. P Y 9 9 9 CMP CORRUGATED METAL PIPE READ REQUIRED -- �° RD ROOF DRAIN 35' 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on -- - -- - EDGE OF GRAVEL MAXIMUM BUILDING HEIGHT: the subgrade 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 ww.:y "a - s••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 EDGE OF PAVEMENT PARKING = 10' for approval. CY CUBIC YARDS RT RIGHT CG -2 CG -2 -- - TD TRENCH DRAIN 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 STANDARD 6" CURB PARKING SCHEDULES (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. C/C CENTER TO CENTER R/W RIGHT OF WAY C:G---3 CG -3 -- - -- w WATER LINE PARKING SPACES REWIRED: 13 SPACES PER 1,000 SF 5,247 SF /1000 SF * 13 = 68 SPACES (INCLUDES 230 SF PATIO) 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements pRIVANNAr to • 9 P P 9 P 9 Y P 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 STANDARD 4" CURB CG -6 - -;'•FP - - - -- 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 °°w °°w PARKING SPACES PROVIDED: 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time CG -7 CG- �z' ---- 2 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 =tot SPACES g' g, or the Director =s designee, it is deemed necessary. guardrail is required, it shall be installed four 4 feet Engineering, g y g q () feet. ` FIRE LANE STRIPING 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) ELEV ELEVATION SQ SQUARE / /. Albemarle County Engineering & Public Works Policies July 1998; Revised 30 January 2003 °VIN OVERHEAD ELECTRIC WIRE * A PARKING DETERMINATION FROM THE ZONING ADMINISTRATOR TO ALLOW 19 ADDITIONAL PARKING SPACES IS BEING REQUESTED CONCURRENTLY WITH THIS 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A,B or C). ES END SECTION STA STATION ENTRANCE ` uc� - -- ucE UNDERGROUND ELECTRIC MAJOR SITE PLAN APPLICATION. 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 1DE /ee BUILDING 11. Paved, rip-rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, P P y q g P EW END WALL SW SIDEWALK � iu -- r -- o "r OVERHEAD TELEPHONE LINE LAND USE SCHEDULE: PRE - DEVELOPMENT % POST- DEVELOPMENT % � the Director of Engineering, or the Directors designee, it is deemed necessary. EX EXISTING SWEL SOLID WHITE EDGE LINE 1 LOADING DOCK BUILDING: 5, 247 SF &0 5247 SF &0 12. A minimum clear zone of ten 10 feet from the edge of pavement shall be maintained on all residential subdivision streets. ( ) 9 P 0 BOLLARD �°" 1 °T - UGT UNDERGROUND TELEPHONE LINE PAVED: 29,031 SF 44.4 36,805 SF 56.3 Additional clear zone may be required depending on the category of road design. EXIST EXISTING SWLL SOLID WHITE LANE LINE • PAVED: 31,059 SF 47.9 23,285 SF 35.7 TOTAL- 65,337 SF 100 65,337 SF 100 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section I� FD DUMPSTER PAD -- GATV-- -- °ATV CABLE TV detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will not be allowed. FDN 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 _ SIGN acceptance Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering Ordinance and FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED ° E DRAIN INLET Manual" and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on the plans. The developer be for the the have been into the road GTD GRADE TO DRAIN TC TOP OF CURB - , 0 shall responsible 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. ..._.__.__.T= L.__. - -.._ n WOOD GUARDRAIL G~ C PLUG OR STUB 15. Road plan approval is subject to final subdivision plat 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 Director's designee, they are deemed necessary in order to provide safe and convenient access. 1� -1 �� 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 0 ® SEWER MANHOLE with VDOT's video camera inspection procedure and with a VDOT and /or County inspector present. In addition, if high- density LT LEFT 492 EXISTING CONTOUR 0 co CONTRACTOR'S COORDINATION RESPONSIBILITIES polyethylene ( HDPE ) pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should ---------- STONE WALL ° SEWER CLEANOUT 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 REQUIIRED 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 JURISDICTION 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 UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE 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 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 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 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 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, :stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9: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 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 Ibs /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 Millet. and April to consist of Annual Rye, or May through August to consist of Germ an I let. St aw r mu lch 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 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 grass. 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 plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17- 204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17 -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 SD STORM STIR DRAINAGE STRUCTURE TSV TAPPING SLEEVE & VALVE UP UTILITY POLE WL WATER LINE WM WATER METER WV WATER VALVE 6 "V 6" VALVE 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 - 70011). 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. -- X -- -- 312 - -- 300- VAN X - 12 03 PARKING COUNT CROSSWALK ZEN ACCESSIBLE CURB RAMP HANDICAP PARKING VAN - ACCESSIBLE HANDICAP PARKING e" ® WATER VALVE & BOX STREAM / POND / WATER COURSE ELECTRIC METER -'� - + FIRE HYDRANT ASSEMBLY DETENTION BASIN � �' ® WATER METER SILT FENCE O O WATER WELL CONTOUR e GAS VALVE INDEX CONTOUR oam JIM GAS METER PARKING COUNT CROSSWALK ZEN ACCESSIBLE CURB RAMP HANDICAP PARKING VAN - ACCESSIBLE HANDICAP PARKING V!��� ❑T TRANSFORMER PAD -" UTILITY POLE GUY POLE MATCHLINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. o NNco0 ;;jco - z Apo (L 0 N C n R -U Pi T W . No. 33028 A�s19NAL E��1 of Z o O q Z R }; m n w w A , 0 10 Cn 6i U U2 W Z A O ° co W A dy NONNI �-C-I NE­1 Q w W �:D 0 � Z W O H P4 [-� Q E-� O � Z O w I- w W U) DOM. PROJECT NO:14. INDEX TITLE: SP2 SHEET NO: 2 of 9 DATE: 06/09/14 ® E ELECTRIC MANHOLE EM E EM ELECTRIC METER -'� - + + L LIGHT POLE 0 0 0 T TELEPHONE MANHOLE MATCHLINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. o NNco0 ;;jco - z Apo (L 0 N C n R -U Pi T W . No. 33028 A�s19NAL E��1 of Z o O q Z R }; m n w w A , 0 10 Cn 6i U U2 W Z A O ° co W A dy NONNI �-C-I NE­1 Q w W �:D 0 � Z W O H P4 [-� Q E-� O � Z O w I- w W U) DOM. PROJECT NO:14. INDEX TITLE: SP2 SHEET NO: 2 of 9 DATE: 06/09/14 R }; m n w w A , 0 10 Cn 6i U U2 W Z A O ° co W A dy NONNI �-C-I NE­1 Q w W �:D 0 � Z W O H P4 [-� Q E-� O � Z O w I- w W U) DOM. PROJECT NO:14. INDEX TITLE: SP2 SHEET NO: 2 of 9 DATE: 06/09/14 DOM. PROJECT NO:14. INDEX TITLE: SP2 SHEET NO: 2 of 9 DATE: 06/09/14 Tm 78 Parcel 10 0 Existing 20' Carmax Auto Superstores ` Drainage Easement DB 3369 -663 DB 1726 -356 \ DB 1919 -443 \ DB 1964 -184 FOR OFFSITE O EGRADIINGNTOE INSTALL I Existing Zoned; HC —EC RETAINING WALL Retaining Walls 6' Av HT Use: Used Car Dealership , _ - - -- - --= \ NF - — - - — — -� \ \ \ \ \ \ / / / PROPOSED RET. WALL -MAXHTE 6 � RAIL � i — — — � / -- �, 446.98' - F__ rT Gs• Exist. Dumpster Pad W /Block Wall \ F.!- V S� 1, �� �"�'1\\1 � ::.:.:�.. .... .:.. .. :... ... , ,: ,,�� �� 1� %� �I <:, I::: LAID U1 —� �� �� \ r Existing Parking I '� MAJOR SITE PLAN AMENDMENT SP \EX1 es \ Existi4 20' l Drainage Easement \ 8S \ \ I \ I l B Is, \ !J \\ \ °C" \ 8 8•S \ I �" S \ \ TM 78 \ \ es Parcel 11 \ 8.008 Acs \�\ \ Albemarle Land, LLC \ \ DB 1919 -443 1964 -184 Zoned,--,HC—EC Use: Vacant \ 2 EXISTING CONDITIO SP 3 PLAN \ -i 488.7 = SPOT ELEVATION AT PAVEMENT �ti 3' R 10'R 1 • 20 41 61 .d � 0 o X U � U a• V) 495.1 x 2 R_q .__...... 4 Benchmark: PK Nail Elev= 492.18 Existing orm ewe I, 0 0 O N Exist. Overhang U -- 3'R LO 00 , m 45.3 _. a 22.1 - HC co I oo .- v CD X LJ N I X 00 3 CG -12 x1 e' ang HC I Existing 1 -Story BENCHMARK - Q) F BEi1497.2 ELEV =497.2 V) 5,017 SF Total _"' � CG -12 Exist. 230 SF. Pati Exist. Pergola N r Exk 4 \x N ©� 1 U U Q) U C14 Q V) O 4 Wooden Beams �ti 3' R 10'R 1 • 20 41 61 .d � 0 o X U � U a• V) 495.1 x 2 R_q .__...... 4 Benchmark: PK Nail Elev= 492.18 Existing orm ewe I, 0 0 O N Exist. Overhang U -- 3'R LO 00 , m 45.3 _. a 22.1 - HC co I oo .- v CD X LJ N I X 00 3 CG -12 x1 e' ang HC I Existing 1 -Story BENCHMARK - Q) F BEi1497.2 ELEV =497.2 V) 5,017 SF Total _"' � CG -12 Exist. 230 SF. Pati Exist. Pergola N 1. - •:'{ HC Exist Water Service 00 Over Patio W/ 21.5 N o. �. Q O C14 l O 4 Wooden Beams •L N Q Z and Steel z o ummoo 0 = O •- ,v, I HC ", • c Columns n � U U i c I 0 U c Cn 51.0' 0 Exist. Sign U,' 4'R m w E-1 '&''4' Sidewalk I r o •. � b CG -12 4' Overhang Existing Parking 26 S aces © 9' Width rExiis ing Ed) e of F avemer t Trf, 78 Par jel 57,B ree ridge Auto Saes _ IDB 11965 —�2 Zoned; HC —EC Use: Automobile Sales & Service ist. Bumper Blocks 1 QD F BENT (� L3 J 20 0 20 40 E SCALE: 1"=20' o 3 Exist. M I Q O C14 O Z •L N Q Z w z o ummoo 0 = O •- � L • c N � � U U i c I 0 U c Cn 0 Exist. Sign U,' w E-1 To Remain r o E-4 F BENT (� L3 J 20 0 20 40 E SCALE: 1"=20' 76 1 01 =100% 1 Eft KEEEN, w► rd Pic. No. 33028 / ON A L A Z o O U W � W A U) y Z O oC) w A 79 m 0 III U w x U w A m 0 C.7 W A m 0 w z 0 U) w 0 0 4 va rA Li Q U N 04 0 H a E_ w crD z � w o J_ �1 W T__1 o a Lm u �Nd�U� N C Z •L o F Q� o ummoo 0 O •- L • c N � •E f� U c W 0 76 1 01 =100% 1 Eft KEEEN, w► rd Pic. No. 33028 / ON A L A Z o O U W � W A U) y Z O oC) w A 79 m 0 III U w x U w A m 0 C.7 W A m 0 w z 0 U) w 0 0 4 va rA Li Q U N 04 0 H a E_ w crD z � w o J_ �1 W T__1 INDEX TITLE: SP3 SHEET NO: 3 of 9 DATE: 06/09/14 F O p� w E-1 H Ei E-4 � � Q O w w w DOM. PROJECT NO:14.004 INDEX TITLE: SP3 SHEET NO: 3 of 9 DATE: 06/09/14 Line Inlet Drng Inlet i Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross G utter Gutter No. ID Area Time Inlet Coeff Q Carry Capt Btp Eff Len Type Slope Width SI, Sw SI, Sx: Depth Spread 1 i 2 i 0.70 i 5.0 i 5.19 i 0.75 i 2.73 i 0.00 i 2.73 i 0.00 i 100 i 8.00 i Curb i Sag i .... 050 10.050 0.043 0.22 4.75 STORM TNTEqP CALCULATIONS ATTONS Line Inlet DnStm Drng Runoff Incr 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 2 3 1 j 0.36 0.77 0.28 0.28 5.0 6. 0 1 1.86 .... 84.521 91.63T—O5-0 15 1 4.58 3.32 0.51 2 �STORM DRAIN CALCULATIONS 500 495 485 480 475 470 (-� u/ C� �J �� ��� FILE 3 => I F�4 HORIZ. SCALE: 1"=3( Drainage 1�sernent TM 78 all Parcel 11 8.008 Acs 00 Albemarle Land, LLC -��u � D�� 1���-Y�� \ -_`/-~. .-. ` Zoned,-,HC-EC \ ` /�vu' .^.. Vacant \ ` \ ` \ 500 485 490 485 r3'�PROFILE PLAN VIEW 480 475 470 510 505 500 495 490 485 480 475 470 485 \ \ ` \ \ ` \ ` ` ` VL Existing C Exist. 2 CG- 20' Sanitary -DR-1919 PG 10 Ue Removed Sewer Easerne Connect To W Existing Curb 0 Parcel 10A 1.50 Acs V) C14 DB 1965-32 SCUPPER \ R r3 R 493.0z ;~// ' 9 Be Removed M CH I Af � Cc ' GxiE ' R-1 /EX TOP=480.84 20 0 20 40 60 SCALE: 1"=00' NL DOM. PROJECT NO:14.004d 10+00 11+00 FILE 3 => I F�4 HORIZ. SCALE: 1"=3( Drainage 1�sernent TM 78 all Parcel 11 8.008 Acs 00 Albemarle Land, LLC -��u � D�� 1���-Y�� \ -_`/-~. .-. ` Zoned,-,HC-EC \ ` /�vu' .^.. Vacant \ ` \ ` \ 500 485 490 485 r3'�PROFILE PLAN VIEW 480 475 470 510 505 500 495 490 485 480 475 470 485 \ \ ` \ \ ` \ ` ` ` VL Existing C Exist. 2 CG- 20' Sanitary -DR-1919 PG 10 Ue Removed Sewer Easerne Connect To W Existing Curb 0 Parcel 10A 1.50 Acs V) C14 DB 1965-32 SCUPPER \ R r3 R 493.0z ;~// ' 9 Be Removed M CH I Af � Cc ' GxiE ' R-1 /EX TOP=480.84 20 0 20 40 60 SCALE: 1"=00' SP4 HORIZ. SCALE- 1"=301 510 505 500 490 485 480 475 470 465 460 455 150 THE PURPOSE OF THIS PROFILE \GTO SHOW THE AMOUNT Of FILL |SLESS =� V)(1 THAN 15'OVER THE EXISTING SEWER LINE AFTER CONSTRUCTION. co co N co Uj Uj ca LU Co � U-`-4| NL DOM. PROJECT NO:14.004d Cb 10+00 11+00 12+00 13+00 SP4 HORIZ. SCALE- 1"=301 510 505 500 490 485 480 475 470 465 460 455 150 THE PURPOSE OF THIS PROFILE \GTO SHOW THE AMOUNT Of FILL |SLESS =� V)(1 THAN 15'OVER THE EXISTING SEWER LINE AFTER CONSTRUCTION. co co N co Uj Uj ca LU Co � U-`-4| INDEX TITLE: SP4 SHEET NO: 4 of 9 DATE: 06/09/14 DOM. PROJECT NO:14.004d INDEX TITLE: SP4 SHEET NO: 4 of 9 DATE: 06/09/14 ' 1 ; X - TREES TO BE REMOVED EROSION & SEDIMENT CONTROL PLAN PHASE I 20 0 20 40 .0 EROSION & SEDIMENT CONTROL PLAN PHASE 2 20 0 20 40 .4 CONSTRUCTION SEQUENCE 1. PROVIDE CONSTRUCTION ENTRANCE AND PERIMETER CONTROLS INCLUDING SUPER SILT FENCE AND SEDIMENT TRAP. 2. CONSTRUCT FILL SLOPE. DURING CONSTRUCTION OF FILL SLOPE, DIRECT UPSTREAM RUNOFF TO RIP -RAP DITCH AND SEDIMENT TRAP. 3. AFTER SLOPE IS CONSTRUCTED, CONTINUE TO DIRECT UPSTREAM RUNOFF TO SEDIMENT TRAP AS SITE IS BROUGHT UP TO GRADE. 4. STABILIZE SLOPE AS SOON AS POSSIBLE AFTER CONSTRUCTION OF SLOPE. 5. INSTALL STORM SEWER SYSTEM AND PROVIDE INLET PROTECTION AS SHOWN. CONTINUE TO DIRECT RUNOFF TO SEDIMENT TRAP UNTIL FINAL SITE STABILIZA1ON IS ACHIEVED. 6. COMPLETE FINAL GRADING, RETAINING WALL CONSTRUCTION, FINAL PAVING AND CURB CONSTRUCTION. 7. REMOVE SEDIMENT TRAP ONLY AFTER FINAL SITE STABILIZATION AND WITH PERMISSION OF COUNTY INSPECTOR. h y a� o,° e`' )ERS� MICH h . No. 3302��SI�NAL � z NNapU -D () ; - Z N c mm? mm0 0 O WZ '- O �° o�r�rn L c •� N L � •E U O �:D W 0 � F4 w Y h y a� o,° e`' )ERS� MICH h . No. 3302��SI�NAL � INDEX TITLE: t SHEET NO: 5 Of 9 DATE: 06/09/14 z A N E-{ �::) O WZ O P4 m O �:D W � F4 w Y W � � U w U Z z E­1 Q o O Z z wU) �W r w w w TZ U) DOM. m Q w A m 0 w z o z c� c„ w 0 A O w � U Z o O A PP., 0 E- 13-4 h I LU Co d' � z 6 w J z INDEX TITLE: t SHEET NO: 5 Of 9 DATE: 06/09/14 z O w N E-{ �::) O WZ O P4 z O �:D W � F4 W � � E­1 Q o O Z z �W w w TZ U) DOM. PROJECT NO:14.004 INDEX TITLE: t SHEET NO: 5 Of 9 DATE: 06/09/14 ADEQUATE OUTFALL ANALYSIS 1. CHANNELS A, B, AND C WERE ANALYZED WITH A TIME OF CONCENTRATION OF 5 MIN EACH. THIS CONSERVATIVE ESTIMATION WAS USED TO ENSURE THAT THE EXISTING CHANNEL WAS CAPABLE OF HANDLING THE OUTFLOW FROM OUR CONSTRUCTION SITE AND THE FLOWS FROM CARMAX. 2. AS SHOWN THE 10 YEAR STORM REMAINS WITHIN THE CHANNEL WITHOUT OVERTOPPING AND THE 2 YEAR VELOCITIES DO NOT EXCEED THE ALLOWABLE VELOCITY FOR THE EXISTING RIP RAP. 3. THE FLOW THROUGH THE EXISTING 36" CULVERT UNDER ROLKIN RD WAS ANALYZED BY TAKING THE FLOWS FROM THE APPROVED WHITEHOUSE COMMERCIAL WP0200900002. THE Q LEAVING THE MH EX2 TO MH EX1 IS 49.11 CFS. 4. RUNOFF FLOWS TO THE EXISTING STORMWATER MANAGEMENT POND LOCATED ON THE EAST SIDE OF ROLKIN RD. 5. IT IS THE OPINION OF THE SUBMITTING ENGINEER THAT THE OUTFALL IS ADEQUATE, Q OF 49.11 FROM WHITEHOUSE COMMERCIAL 229 CALCULATIONS. Highlighted Invert Elev (ft) Culvert Report Depth (ft) Slope ( %) = 8.74 Hydraflow Express Extension for Autode5k4AutoGAgC3 CIw (3Q0 by Autodesk, Inc: N -Value vlay 28 014 May Wednesday, � Existing Culvert Under Rolkin Rd Invert Elev (ft) = 459.60 Depth (ft) Invert Elev Dn (ft) = 431.40 Calculations Wetted Perim (ft) Pipe Length (ft) = 63.00 Qmin (cfs) = 49.11 Slope ( %} = 1.59 Qmax (cfs) = 49:11 Invert Elev Up (ft) = 432.40 Tailwater Elev (ft) = (dc +D) /2 Rise (in), = 36.0 = 1.46 = 10,06 Shape = Circular Highlighted' = 1.03 Span (in) = 36.0 Qtotal (cfs) = 49.11 No. Barrels = 1 Qpipe (cfs) = 49.11 n -Value = 0.012 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ftls) = 7.45 Culvert Entrance = Groove end projecting (C) Veloc Up (ft/s) = 8.52 Coeff. K,M,c;Y,k, = 0.0045, 2, 0.0317, 0.69, 0,2 HGL Dn (ft) = 434.04 HGL Up (ft) = 434.68 Embankment Hw Elev (ft) = 436.00 Top Elevation (ft) = 440.72 Hw /D (ft) = 1.20 Top Width (ft) = 40.00 Flaw Regime = Inlet Control Crest Width (ft) = 75.00 Efbv jflj Existing Culvert Under Rolkin Rd ulpth (ft) s� 4 60 2:50 o.r;U -7.40 -3,40 Reach (I #) EXISTING 36" CULVERT -UNDER ROLKIN RD SP6 1 \ADEQUATE CHANNEL DRAINAGE AREAS SP6 Channel Report Hydraflow Express Extension for Autodesk@ AuteCADO Civil 3D0 by Autodesk, Inc Adequate Channel Section A User - defined. Channel Report Highlighted Invert Elev (ft) = 465.48 Depth (ft) Slope ( %) = 8.74 Q (Cfs) N -Value = 0,025 Area (sqft) Invert Elev (ft) = 459.60 Depth (ft) Velocity (ftls) Calculations Q (cfs) Wetted Perim (ft) Compute by:: Known Q Crit Depth, Yc (ft) Known Q (cfs) 30.84 Top Width (ft) Calculations Wetted Perim (ft) EGL (ft) (Sta, El, n) -(Sta, El, n)..- Crit Depth, Yc (ft) = 12.60 ( 0.00, 467.35)-(5.16, �, 465.92;. 0,425) - (10:19, 465.58, 0.025 )- (15.6/, 465.48, 0.025)- (21..59, 466.95, 0:025) Elev (ft) Section 466.00 - -r 467.50 467,00 466;50 466.00 465.50 465:00 464.50 11 1 11 11 11 014 W ed t esda Y. May 28 Channel Report Hydraflow Express Extension far RutodescQ AutaCADQ Civil 3 DQ by;Autadesk, Inc. Hydra l ow Express Extension € r Autodes k C AutoCADCk 3 Civil 3byAutadesk,t Inc. Wednesday, May 28201A Adequate Channel Section B Adequate Channel Section C N N ap C) User-defined Highlighted = 0.48 Invert Elev (ft) = 459.60 Depth (ft) = 30.84 Slope ( %) = 5.20 Q (cfs) = 3.88 N -Value = 0.025 Area (sgft) = 7.94 = 39.14 Velocity (ft/s) = 12.67 Calculations Wetted Perim (ft) = 0.76 Compute by` Known Q Crit Depth, Yc (ft) = 12.60 Known Q (cfs) = 35.16 Top Width (ft) = 1.46 = 10,06 EGL (ft) Compute by: Known Q (Ste, El, n) -(Sta, El, n)... = 1.03 = 9.98 460:13 0.025)-(12.36, 460,93 0 0 2 ( 0:00, 460,57)- (5.06; 459.$5; 0.025 )- (6.98, 459 60, 0.025)-(9.80, . ,, 5) Depth (ft)i 2.52. 2.02 1.52 1.02 0.52 0.02 -0,48 l - . -. 1._ - -0.9$ } 0 5 10 15 24 25 Sta (ft) 3 ADEQUATE CHANNEL ANALYSIS SP6 30 Elev (ft) Section 461.00 460.50 460.00 459.50 459,00 0 2 4 6 8 Sta (ft) Wed. nesd a y, May 2 8 201 4 Channel Report Hydra l ow Express Extension € r Autodes k C AutoCADCk 3 Civil 3byAutadesk,t Inc. Wednesday, May 28201A Adequate Channel Section C N N ap C) C User- defined Highlighted �L = 0.85 Invert Elev (ft) = 446.72 Depth (ft) = 0.65 = 35.16 Slope = 7.97 Q (cfs) = 39.14 = 4.47 I'I`! -Value = 0.025 Area (sgft) = 423 = 7.86 Velocity (fUs) = 9.25 10,14 Calculations Wetted Perim (ft) = 10,06 = 1.14 Compute by: Known Q Crit Depth, Yc (ft) = 1.03 = 9.98 Known Q (cfs) = 39.14 Top Width (ft) = 9.92 = 1,81 � EGL (ft) = 1.98 1 (Sta, El, n) -(Sta, El, n)... " 44 11.2 - 0.00 448.40.6.08 6,98, 0 -.025 5 446:72, 0.025)• (l 3,59 446.95 0,025)-(16,76, 448.8 0. 25 10 12 14 16 Depth (ft) 1.40 0.40 -0.60' Elev (ft) Section 449.00 44.50 4418.00 447.50 447-00 44(6.50 44E6M Depth (ft) 2.28 0 2 4 6 8 10 12 14 15 18 20 Sta (ft) 1.78 1,28 0.78 01.28 -0.22 .:d1 79 Lm u N N ap C) C p; - Z �L X00 °-'mm? U) 0 � O 'E W z c •� AN L t E c Q W 0 z �:D � 1 Tn - 0 CL-1 Q U w nE-4 V i Q E-1 Q 0 2 4 6 8 10 12 14 15 18 20 Sta (ft) 1.78 1,28 0.78 01.28 -0.22 .:d1 79 es yr Tl 0 jli Li��o1330281`v O0. z 0 1_ - CrO i� W A a C/] Z O g to N W A M O w Y U U.1 2 U w A M z 0 W A M 0 w z U U) w 0 0 Go rn J Q U r_�' • w z w J U_ T__1 Lm u N N ap C) C p; - Z �L X00 °-'mm? U) 0 � O 'E W z c •� AN L t E c Q W 0 z �:D es yr Tl 0 jli Li��o1330281`v O0. z 0 1_ - CrO i� W A a C/] Z O g to N W A M O w Y U U.1 2 U w A M z 0 W A M 0 w z U U) w 0 0 Go rn J Q U r_�' • w z w J U_ T__1 INDEX TITLE: SP6 SHEET NO: 6 of 9 DATE: 06/09/14 C �t H U) � O U W z Q w z z �:D Tn 0 CL-1 Q U w nE-4 V i Q E-1 Q �t C) Z Qj z LLI J t--t 1- F- W W DOM. PROJECT NO:14.004 INDEX TITLE: SP6 SHEET NO: 6 of 9 DATE: 06/09/14 SM 9.5 " BM 25.0 " 21 -A 1 TYPICAL PAVEMENT SECTION SP� NOT TO SCALE Compacted Soil P7) NOT TO SCALE NOTE: THIS DETAIL SHOWN FOR INFORMATIONAL PURPOSES ONLY IF REQUESTED TO BE INSTALLED BY COUNTY INSPECTOR. GROUND 70' MIN. A FILTER CLOTH 6" MIN. I A SIDE ELEVATION 12' MIN. L VDOT #1 COURSE AGGREGATE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION 70' MIN. B WASHRACK (OPTIONAL) '----POSITIVE DRAINAGE B TO SEDIMENT TRAPPING DEVICE PLAN VIEW SECTION A -A REINFORCED SECTION B -B DRAIN SPACE CONSTRUCTION ENTRANCE DETAIL (CE NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 "X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. �III� 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r � �Illii 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLOW 9111011 = I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. 3 SILT FENCE DETAIL SF S P 7 NOT TO SCALE III�� Outlet Structure Diameter Pipe (in) Discharge (cfs) Apron Length (ft) Upstream Apron Width (ft) Downstream Apron Width (ft) Riprap Stone Size 1 18" 3.52 10.00 1 4.5 1 11.5 Class Al A 0 PLAN VIEW SECTION A -A i FILTER A JPIrL OUTLET TO WIRE SCREEN �-�- ` *GRAVEL FILTER RUNOFF WATER OVERFLOW WITH SEDIMENT a CURB INLET SEDIMENT 2" x 4" WOOD STUD LCURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. *GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE AGGREGATE. 4 CURB INLET PROTECTION HP SP7 NOT TO SCALE WELL- DEFINED PIPE CHANNEL OUTLET TO FLAT PLAN VIEW AREA WITH NO DEFINED CHANNEL L = 12' d50 =6° 0% - 0% d = 12" d =12" _0TH KEY IN 6 " -9 FILTER CLOTH LKEY IN 6 " -9 "; RECOMMENDED FOR SECTION A -A RECOMMENDED FOR d 50 = 6 ENTIRE PERIMETER ENTIRE PERIMETER (Median Stone Size) OUTLET STRUCTURE: ST -3 OUTLET STRUCTURES: ST -6, CULVERT C, SB -1, SB -2 & SB -3 7 OUTLET PROTECTION TABLE SP7 Not To Scale Temporary Sediment Trap Calculations > - —4� o NN H Z WEIR DRAINAGE WET 'L WET DRY a) DRY No A B C (ft. (ft. LENGTH AREA VOL. D1 VOL. VOL. D2 VOL. W (ft.) (Acres) (REQ.) (ft.) (PROV. ) (REQ.) (ft.) (PROV.) �—I W �-4 (CY) (CY) (CY) (CY) 1 476 480 482 3 2.5 4.6 0.77 51.59 4 68.3 51.59 2 51.8 Dry Volume D2 N ORIGINAL EL = B Area 1 GROUND ELEVATION Wet Volume D1 EL = A (Excavated) CROSS SECTION OF OUTLET r1 Acc I RIDRAD FILTER CLOTH * *COARSE CLASS I AGGREGATE RIPRAP DIVERSION DIKE AREA OUTLET (PERSPECTIVE VIEW) *Note: Sediment Trap shall not * *COARSE AGGREGATE SHALL BE be removed before county inspector has deemed stabilized. VDOT #3, #357, OR #5. TEMPORARY SEDIMENT TRAP DEFFAIL (ST NOT TO SCALE e H/0 MICHAE F. -MYER 9 Lic. 0.33028 �"10NAL T Z o O w Pa A A Z 0 A Z O } M 0 W Y U W U w A m Z 0 w A m 0 w z C7 Cn w a 0 Iii U ■ w � z � o w J LL .--I > - —4� o NN t � v °N N(a p;Z2Z 'L mo)p a) 6NN , M =mm? �mm0 O �v pro N •E W 0 W .- e H/0 MICHAE F. -MYER 9 Lic. 0.33028 �"10NAL T Z o O w Pa A A Z 0 A Z O } M 0 W Y U W U w A m Z 0 w A m 0 w z C7 Cn w a 0 Iii U ■ w � z � o w J LL .--I SHEET NO: 7 Of 9 DATE: p6/09/14 Imo' NN H E—+ 0 W .- �—I W �-4 E-1 Q CD w F- W w W U) DOM. 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Q 0.1 0.0 010 ✓ ❑ ❑ ❑ ❑ ❑ ❑ Cl ❑ ❑ ❑ ❑ % ❑ ❑ ❑ ❑ ❑ v ❑ ❑ 0.0 0.0 0,0 0.0 o,Q� 2.0 1.0 0,7 .9 .8 3.6 0.8 0,6 1.0 .0 0. 0.2 0.1 0,0 0.0 \ 0,0 0.0 0.0 0.0 0.1 0. 12 .4 0.5 � •, 3. 1.6 0.6 0. 0.4 1. .4 0.1 0.0 0,0 010 \ 0.0 0.0 0.0 0.0 0.4 5 ° 0.2 0. ! 2.7 °i.4 °.6 0.4 0. 0.5 2 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 1. 1.6 0. 0.3 0.1 . ° .0:/.' .jf 0 0.40.2, 0.1 0,,� •.;fl.l / Coco 010 0.0 010 0.0 0,0 0.0 0.0 ,d �� u .6 �} 0.6 0.2 0 \ \ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ ❑ ❑ \ 0.0 0,0 0.0 0.0 8.1 3.3 1.3 0. 0.1 0- 0.0 0.0 0.0 0.0 1 3, 1.6 0.5 0.3 .1 \ \ .0,0 0.0 0.0 0,0 0,�1 1 4 0.6 .44r:, ,, '� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ,, '.' o ' 0.0,\ o.0 0,0 0.0 ' , 0. 018 0 0,4 0. 0. 011.11 '',0 \ \ 'N \ ❑ \ ❑ ❑ ❑ \ ❑ ❑ ❑ ❑ .✓ ❑ ❑ NN 0 \ 0.0 0.0 0.0 0.3 0.5 0.4 0.2 0 NN \ \r ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑ O,,U . 0 0.0 0.2 0, 1.6 0. 0. \ \ O;Q 010 0.0 0.0l. 0. 2.9 2.0 1.1 D NN 0Al 0.0 0.0 0,0 0 ❑ 5 6.0 2,7 1 `\0 ON 0.0 0.0 0 5.4 0 \ 0.0 0.0 0, 0.0 0.2\ 1 `.� ob, 0.0 0, 0,o 0.1 \r \ 0,0 0, 0.0 0, \ \ ❑ ❑ ❑ \ 0,0 0, .0 \ \ \0.0 0,0 \ ° \0.0 \ N, \ \ THIS LAYOUT REFLECTS LIGHT LEVELS ACHIEVED USING FIXTURE LOCATIONS AS PROVIDED BY ENGINEER AND IS NOT INTENDED TO BE USED AS AN APPROVED LIGHTING LAYOUT rro �• ' 0.0 0.0 010 0.0 0.0 0.0 ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE d o.o 0.0 0.0 / 0.0 0,0 0,0 010 U.0 0,0 0.0 > ❑ ❑ ❑ ❑ ExceLine Luminaire Schedule Label CalcType Units Avg Project: TIP TOP RESTAURANT Max /Min Parking Lot FC at Grad Illuminance Fc Symbol Qty 0.0 Label Arrangement Lumens LLF Description - 2 0.0 B SINGLE 11700 1.000 SMR173MA ExceLine Numeric Summary Pro ject: TIP TOP RESTAURANT Label CalcType Units Avg Max Min Avg /Min Max /Min Parking Lot FC at Grad Illuminance Fc 1.13 15,4 0.0 0,00 0,00 FC Beyond Prop Line Illuminance Fc 0.00 0.3 0.0 0,00 0.00 01 r'" ;� 0.0 0.0 0.0 0.0 � J ALL VALUES SHOWN ARE HORIZONTAL INITIAL F❑❑TCANDLES AT GRADE 13 0 ,o o .2 o o ,o �r_'.iJ FIXTURE DISTRIBUTI ❑N TEMPLATES ARE SHOWN AT 0.25MFC FOR REFERENCE ONLY 1 1 1 •1 •i • 1 0 E W 1 AlL lJ�� .L C W �0 � E 0 W 0 � 'v 0 °NN�� 0j Z : m00 o 4)mm0 cn 0rt`C N � s -U �y y L i AO \ Y MICHA F. MYERS L10, 0.33028 4, IQNAL 9- Z o O v W w A A co W O O O � 5 U U - 1 N oll 0. 0" 0.0 0.0 0.0 0.9 0.1 0.0 n 0.0 0.0 0.0 a 019 13 0.5 ° 2 ° 0.0 0.0 0,0 0.2 0.2 0,1• 0.0 ,0 ° 0.0 0.0 0.0 0.0 0. 0,0 0.0 010 0 .0 ❑ 0,0 0,0 4. 0.0 0.0 \0,§� 0.0 Q ❑ ��h a O F-� NN H� q NN 0 z ��J y !rte ~ i- -i a' F- w W w 2 U) NN N. \\, •rr", 1 1 1 •1 •i • 1 0 E W 1 AlL lJ�� .L C W �0 � E 0 W 0 � 'v 0 °NN�� 0j Z : m00 o 4)mm0 cn 0rt`C N � s -U �y y L i AO \ Y MICHA F. MYERS L10, 0.33028 4, IQNAL 9- Z o O v W w A A co W O O O � 5 U U - 1 N m a w Y U w U 01 W A g i 1 i W A m 0 W z c? W 0 w U W C/] E-; ,sip 70 W � d) z C) w J LL. T__q z I z C23 H� DOM. PROJECT NO:14, INDEX TITLE: SP8 SHEET NO: 8 Of 9 DATE: 06/09/14 C z E-4 O w W O F-� H� q NN 0 z ��J y !rte ~ i- -i a' F- w W w 2 U) m a w Y U w U 01 W A g i 1 i W A m 0 W z c? W 0 w U W C/] E-; ,sip 70 W � d) z C) w J LL. T__q z I z C23 H� DOM. PROJECT NO:14, INDEX TITLE: SP8 SHEET NO: 8 Of 9 DATE: 06/09/14 SET TRUNK PLUMB. SEE — PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS. 1 -1 12" SQ. OAK STAKES — SET 180 DEGREES APART THIS TREE TO BE REPLACED OUTSIDE OF SEWER. EASEMENT MULCH BED AROUND TREE TO BE "SQUARE "AND EXTEND TO BACK OF CURB AND EDGE OF SIDEWALK. WHERE METERS ARE LOCATED CLOSE - EXTEND MULCHING EQUALLY ON BOTH S ES OF TREE TO MATCH . 4 e J PLAN: PLANTING STRIP; TYP. N.T.S. STRI P MA LN IVIL I LR PROPOSED TREES TREE BOTANICAL & MINIMUM HEIGHT QUANTITY CANOPY TOTAL CANOPY KEY COMMON NAME CALIPER PLANTING PLANTED 10 YEARS T -1 A Betula nigra "Heritage" — 10' -12' 2 397 sf 794 sf T -1 Heritage River Birch 3 99 sf 297 sf Quercus palustris S-3 — 24" 16 T -2A 'Coral Bells' Azalea 2 1/2" — 2 419 sf 838 sf � — Pin Oak — 7 'Delaware Valley White Azalea Z Betuln nigra "Heritage" Abelia grandiflora 'Edward Goucher' Totall Canopy 11,632 sf SEE PLANS FOR EXACT LAYOUT, SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 3" DEEP pI FINISHED GRADE IMMEDIATELY AFTER APPLY 3" OF MULCH AFTER PLANTING AND WATER ° PLANTING AND WATER THOROUGHLY. 4 THOROUGHLY 4 ° PLANTING PIT. G ° 4" COMPACTED EARTH PREPARED SOIL FOR SHRUBS ° WATERING BERM _ r EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. REMOVE BURLAP * STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL 7 TREE PLANTING DETAIL SP9 N To ScnLE TWO TIMES BALL DIA. (MIN) SET SHRUB PLUMB. TOP OF ROOTDALL SHALL NOT BE MORE THAN I" ABOVE (FINISHED GRADE REMOVE BURLAP' FROM TOP 1/3 OF ROOITBALL 3" TALL WATERING BERM FINISHED GRADE EXISTING TREES TREE BOTANICAL & MINIMUM HEIGHT QUANTITY CANOPY TOTAL CANOPY KEY COMMON NAME CALIPER PLANTING PLANTED 10 YEARS Prunus incisa x Campanulata — 24" 11 T -1 Okame Flowering Cherry 3 99 sf 297 sf Crataegus phoenopyrum S-3 — 24" 16 T -3 'Coral Bells' Azalea 2 1/2" — 5 145 sf 725 sf � — Washington Hawthorn — 7 'Delaware Valley White Azalea Z Betuln nigra "Heritage" Abelia grandiflora 'Edward Goucher' _ T -4 h� F� — 10' -12' 7 397 sf 2,779 sf Heritage River Birch S -6 — 24" 31 Ilex x attenuate 'Fosteri' T -5 — 6' -7' 5 16 sf 80 sf Foster Holly Cotinus coggygria T -6 — 5' -6' 2 163 sf 326 sf Royal Purple Smoketree Quercus palustris — T -8 2 1/2" — 6 419 sf 2,514 sf Pin Oak Amelanchier canadensis T -9 — 6' -7 7 130 sf 910 sf Shadblow Serviceberry Total Canopy 7,631 sf i 1 20 41 61 1 EXISTING SHRUBS TREE BOTANICAL & MINIMUM HEIGHT @ QUANTITY KEY COMMON NAME CALIPER PLANTING PLANTED Abelia 'Little Richard' S -2 — 24" 11 'Little Richard' Abelia Rhododendron x 'Coral Bells' � S-3 — 24" 16 'Coral Bells' Azalea S -4 Rhododendron x 'Delaware Valley White' � — 24" — 7 'Delaware Valley White Azalea Z Abelia grandiflora 'Edward Goucher' S -5 Edward Goucher' Glossy Abelia h� F� „ 24 26 �' Clethra alnifolia & cvs. W w W S -6 — 24" 31 Summersweet Clethro 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: 1,632 SF TOTAL CANOPY = 9,263 SF OK J MICH F. MYERS Li . No. 33028 ON A L A rra C/] Z o C> w A x P W W r� NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. 2 SHRUB PLANTING DETAIL SP9 NOT TO SCALE I m 0 W Y U W S U } m Z D 0 W A m 0 w z c� w 0 p O C/] J v P-1 I a 0 E- a E- w z � w J LL. T-1 Q DOM. PROJECT N0:14. INDEX TITLE: SHEET NO: 9 Of 9 DATE: 06/09/14 O �w � U C) 2P4 H Q Z w J h� F� F- �' W w W U) m 0 W Y U W S U } m Z D 0 W A m 0 w z c� w 0 p O C/] J v P-1 I a 0 E- a E- w z � w J LL. T-1 Q DOM. PROJECT N0:14. INDEX TITLE: SHEET NO: 9 Of 9 DATE: 06/09/14