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HomeMy WebLinkAboutSDP201700045 Plan - Revision Minor Amendment 2020-08-12i County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp 111.284-I11-297 for complete specifications) I. The following items shall be shown on The plan: Trees to be saved; :Limits of clearing (outside dripline of trees to be saved); �,%,,,'�irucalion end typo nfprobahive forcing; V! Orede chpnges requiring tree wells or walls; D"Proposed trenching or tunneling beyond the limits of clearing. 2. Markin s: P_ 11 trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. (3T No grading shall begin until the tree marking has been inspected and approved by a County Inspector, 3. Pre -Constructs n Con erence: 9'rec preservation and protection measures shall be reviewed with the contractor on site. 4, of ent O erat an and Stomas. Heavy equipment, vahiculartrafFic and storage of construction materials including soil shall not he permitted within the driplines oftrees to be saved. 5. SEi n aceds DetentionDevices: devversely affect trees to be saved. 6. Pire �� � Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Taxf_ c�risls: '1'owc materials shall not he stored within 100 Fccl of the dripline of ViceS to be saved. 8. P t tive enein .. T' 10 be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place end shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree ells: When the ground level must be raised within the dripline of a tree to be saved, alree well shall be provided and a construction detail submitted for approval. to' Tree al s: When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a cons[ructimt detail submitted for approval. l 1. Tre in and Tunnelin W htn trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. I2. CIC Protective fencing shall be the lest items removed during the final cleanup. 13. a "LL Damaged trees shall be treated immediately by pruning, ferilimtion or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. / 511106 Page 1 of 1 R H.IgHte 'x n 'R+tN+3N e'�.. kkrb.y,Frt or Franklin It °mot 'rim Y. °o: Vnrm Ra �Y: m( `rY peMen 4 ?pWJ Fdtk °e �P °R°ram, WaR�A W aw pS FO100 9 pv�ar Y:nv P a " b b c nnna . z e9a s Fro! s I Cr d. ck CoiMcs race yts 1 ,,. nu co�dF, ownoz �p'. �"�,, o: m"r eo,m emuoowie tan:n wna". MINOR SITE PLAN AMENDMENT FOR SDP 2014.00075 CASCADIA -BLOCKS 1 TM 62, PARCEL 25 TM 78, PARCELS 59 & 59A TM 78E, PARCEL H1 0 K RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA LOT 775 f� S784 114"E 87. 89' S783 01 3 E �gL� 9gL S11 i 8'46"W 82.41 ' 6.62' S78'41'14"E 4.00' LOT 176 SW cis owe 3 r ` Lor fly c 47..2 N78'14'39"W N7323'17- -� W 5.30' w d S 155.27' LOT >76 N7814'39"W �y1na� zs&tga PW N Sd 14 ,�! opeiv Spdo q CONTRACTOR'S RECORD DRAWING REQUIREMENTS: CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF "REDLINES". "REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE "REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: a REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED I ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION e CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' • IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' e USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS a USE CLEAR LETTERING a NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR "X" THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. • PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC • BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) • PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS a CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS • ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. e RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. a ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING e CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". NAME TITLE DATE FOR: (CONTRACTOR) IL SP1 Cover Sheet SP2 General Notes, Legends & Abbreviations SP3 Existing Conditions & Layout/Grading Plan SP4 Stormwater Calcs &Details SP5 Lighting Plan SP6 Landscape Plan Adjustments to SDP 2014-00075 for office building. Building is 8,465 sf total gross area, 2-story on basement with a net leasable area of 6,772 sf. SP2 - Adjustments to site data notes to reflect changes in impervious area, open space, and parking. SP3 - Adjustments to layout with spot elevations. SP4 - Summary of storm water impacts. SP5 - Lighting Plan SP6 - Adjustments to landscape plan. i�to�Y l r, �'` n•:;�tt, r\ti: __ +� 1. i SZE. DEAD ENDS e A7 VALVES, 2. USE +0 P.S61. CONCRETE. e POURED O r.THE " CONCRETE THRUST BLOCKS 4. THE CONSULTING ENGINEER SHALL 13E RESPONSIBLE TO THE VERIFY THE TYPE SIZE OF PIPE DEGREE .BEND DIMET45IONS VOL TEE AND PLUGS VOL Sd2E f CU.YFI, CU.Y0.. BOF�'iD L H 7 9D 2511 2.50 3.Dt 0.24 #" � $' 45 2;00 2,25 2,BQ 0.15 2,� 2.25 2SD O.TS 22 tf2 1.50 : 2.00 2..52 D.10 n 1%# 1.50 2.DG 25d B:lo 943 3,13$ 3.I$ 3.21� 0.48 45 Z;BB 2B$ 2.7T D.2$ 3.iS 2.$6 0.32 $" 221f2 i.b6 2.16 7_B9 0.13 297 11 1%4 1.$$ 2.18 2B7 0,13 90 4.83 3.$3 3.42 0.83 10" do 12" "� 3.33 � 3.5$ %.9� D.43 3r63 #:OO 2.83 0.52 22 1/2 2.33 2.58 2.$8 0:24 11 lf4 1.83 2.93 2:84 0.i$ PLANNER �yRH of r Dustin E. Greene 55833 r °.►� S/N1/Zoot� gdzox.L �'- NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTE'S- VILLE 'THREADS MICH IS T, THE LOCAL STANDARD. LENGTH OF BRANCH VARIES ^>� s- 2' TO tor. #68 P.SL UNDISTURBED STABLE SOIL STEEL PILE '� l WHEN THE SDIL is DISTURBED OR WHM A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A. STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. GATE $" X $" TEE RESTRAINED JOINT FITn*GS NOTE : I. SURROUND WEEP HOLES KITH GRAVEL AND KEEP FREE Of QQNCHETE. 2. MAINTAIN A 3 1//2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITQHES 1' 3. FINISHED GRADE SHALL SLOPE: AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALL.OYn IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLAIIED IN THE OE7CH. S. FIRE HYDRANTS SHALL. BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN :WET AREAS, THE WEEP HE'S SHALL BE PLUGGED AND THE. HYDRANT SHALL OF PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S, FIG. W-# TD-8 ui A EVISIONS CHANGE OF PROPOSED USE JAN.18,2018 INTERNAL REVISION BUILDING FOOTPRINT AUG. 20,2018 COUNTY COMMENTS APR. 2, 2019 COUNTY COMMENTS AUG. 14, 2019 COUNTY COMMENTS SEPT. 30, 2019 Z a O® DATE JULY 24, 2017 R SCALE AS SHOWN W� r � Y I� O Q mz U Z� W in Z O U O m � U 0 w Q ID Q U U Qa U U FILE NUMBER 17.0130 SHEET SP1 ./ SITE DATA OWNER (TMP 78GH-01-267) OWNER (TMP 78H-01-A) VIRENDA & NITA PATEL TOWNE DISTRICT, LLC 12005 HOLLY LEAF CT 170 SOUTH PANTOPS DR GREAT FALLS, VA 22066 CHARLOTTESVILLE, VA 22911 CASCADIA DEVELOPMENT, LLC. 170 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22903 LEGAL REFERENCE & SOURCE OF TITLE: DB 4209-088 MAGISTERIAL DISTRICT: RIVANNA SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEYS 03/12/03. FIELD VERIFIED BY DOMINION ENGINEERING 11/21/14. THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP ,y51003CO287D DATED FEBRUARY 4, 2005 THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. BENCHMARK(S): TOP OF EXISTING SANITARY MANHOLE "EX-1" ON SOUTH END OF SITE = 393.94 WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY THIS PROPERTY IS ZONED: NMD (ZMA2002-004), EC Table D - Lot Regulations (in feet) Unit Type Lot Width Front Build -To Line Minimum Setbacks Side Rear Single Family 60+ 15-30 5 10 Single Family < 60 10-30 3 10 Townhouse 16'-35' 5-25 3 10 Multi -Family N/A 1-15 4 15 Mixed Use N/A 1-15 4 15 Non -Residential N/A 1-15 4 15 Table E - Maximum Building Heights Blocks 1 & 3 50 Feet Block 2 38 Feet Blocks 4-7 38 Feet TABLE B - BLOCK AREAS AND USE DENSITY PER CODE OF DEVELOPMENT Block Estimated Block Size (in Acres) Min/Max Square Footages and Densities by Use by Block Min. Residential Dwelling Units Max. Residential Dwelling Units Max. Residential Density per Acre Min. Non -Residential Sq. Ft. Max. Non -Residential Sq. Ft. Block 1 10.27 10 40 3.9 5,000 18,000 Block 2 14.51 75 150 10.3 0 0 Block 3 4.40 10 70 15.9 0 0 Block 4 1.83 0 10 1 5.5 1 2,000 1 5,000 Block 5 2.23 5 20 1 9.0 0 0 Block 6 19.57 25 65 1 3.3 0 0 Bloc ENERAL N GENERAL CONSTRUCTION NOTES: 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL CONSTRUCTION NOTES FOR STREETS: 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CC-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. k 7 7.63 25 65 8.2 0 0 1. the plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week PROPOSED BLOCK AREAS AND USE DENSITY prior to the final inspection. Square Footages and Densities by Use by 2. All erosion and sediment control measures will be constructed and maintained according to Proposed Block minimum standards and specifications of the Virginia Erosion and Sediment Control Block Block Size Residential Residential Non -Residential Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control (in Acres) Dwelling Density per Sq. Ft. Regulations. Units Acre 3. All erosion and sediment control measures are to be placed prior to or as the first step in Block 1 9.27 10 1.08 8,500 clearing. Block 2 15.07 96 6.4 0 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at Block 3 4.29 14 3.26 0 all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a GROSS RESIDENTIAL DESNSITY: 4.19 UNIT/ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE BLOCKS 4-7) supplementary erosion control plan to the owner for review and approval by the plan PROPOSED ADT: 2,602 VPD BLOCKS 1-3 ADT = 34 SFD*10+26 DUPLEX*7+60 TOWNHOUSE*7+8,465 SF OFFICE*44.7/1000 = 1,322 VPD 6. approving authority. The contractor is responsible for installation of any additional erosion control measures BLOCKS 4-7 ADT = 86 SFD*10+2 DUPLEX*7+58 TOWNHOUSE*7 = 1,280 VPD necessary to prevent erosion and sedimentation as determined by the plan approving ITE MANUAL: USE CODE 210 SFD 10 VPD/UNIT authority. ITE MANUAL: USE CODE 710 44.7 VPD/1,000 SF 7. All disturbed areas are to drain to approved sediment control measures at all times during CURRENT USE: VACANT land disturbing activities and during site development until final stabilization is achieved. B. During dewatering operations, water will be pumped into an approved filtering device. PROPOSED USE: TOWNHOUES (60 UNITS),SINGLE FAMILY DETACHED (32 UNITS), SINGLE FAMILY DUPLEX (28), OFFICE/COMMERCIAL (8,500 SF) 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of LAND SCHEDULE: PRE -DEVELOPMENT (Ac) % POST -DEVELOPMENT (Ac) % the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. RESIDENTIAL LOTS 0 0 9.953 40.5 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert PUBLIC R/W materials only, free of roots, stumps, wood, rubbish, and other debris. 0 0 4.441 181 (INTERNAL) 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. PRIVATE ALLEY R/W 0 0 0.171 0.7 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. COMMERCIAL LOT 0 0 0.452 1.8 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:OOpm. r OPEN SPACE/PARKS 24.584 100 9.567 38.9 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral TOTAL 24.584 100% 24.584 100% 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 IMPERVIOUS AREAS: 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. ROADS/PARKING AREAS: 2.990 ACRES LOADING SPACES REQUIRED FOR OFFICE USE: 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 P Y P Y 9 9 9 CONCRETE WALKS: 1.012 ACRE 1 SPACE/8,000 NSF Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual PROPOSED BUILDINGS: 4.532 ACRES LOADING SPACES PROVIDED FOR OFFICE USE: Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May DRIVEWAYS: 1.085 ACRES through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. 1 SPACE FOR 6,772 NSF TOTAL IMPERVIOUS AREA: 9.619 ACRES Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. PARKING TABULATION FOR SINGLE FAMILY: PARKING TABULATION FOR SINGLE FAMILY ATTACHED (DUPLEX): Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 REQUIRED PARKING: 2 SPACES PER UNIT REQUIRED PARKING: 2 SPACES PER UNIT inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient 34 UNITS X 2 SPACES PER UNIT = 68 SPACES 26 UNITS X 2 SPACES PER UNIT = 52 SPACES mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or 68 PARKING SPACES PROVIDED 52 PARKING SPACES PROVIDED 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 PARKING TABULATION FOR TOWNHOUSES: in speCtOr. REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING OPEN SPACE BLOCKS 1-3: 9.567 Ac. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage 60 TOWNHOUSES X 2 SPACES + 60 TOWNHOUSES X (1 SPACE/4 UNITS) = OPEN SPACE BLOCKS 4-7, 10.040 Ac. or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned 135 PARKING SPACES REQUIRED (,TOTALOPEN SPACE: 19.607 Ac. 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 TOTAL PROVIDED PARKING FOR TOWNHOUSES: which are collecting sediment to half their height must be cleaned and repaired 60 UNITS X 2 GARAGE SPACES = 120 + 6 OFF STREET PARKING SPACES = 126* immediately. *PARKING REQUIREMENT IS MET WITH ON STREET PARKING AVAILABLE ON ONE SIDE OF THE STREET ON TERRACE LN., DELPHI LN., AND MARIETTA ORD. All temporary erosion and sediment control measures are to be removed within 30 days of ** LOTS 215-222 ARE PROVIDED WITH (2) GUEST SPACES ON EACH DRIVEWAY IN ADDITION TO THE (2) SPACES PROVIDED IN THE GARAGE OF EACH UNIT final site stabilization, when measures are no longer needed, subject to approval by the County erosion Control inspector. G TABULATION FOR OFFICE SPACES: 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of ED PARKING: ONE SPACE PER 201 SQUARE FEET OF NET OFFICE FLOOR AREA. THE TERM 'NET OFFICE FLOOR AREA" SHALL BE approval. (Water Protection Ordinance section 17-204G.) TO BE 80% OF THE GROSS FLOOR AREA. 80% OF 8,465 SQUARE FEET = 6,772 SQUARE FEET, 6772/200 = 34 SPACES REQUIRED, :7A 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after NG 2 ADA PARKING SPACES WITH 1 MIN. VAN ACCESSIBLE SPACE. the date the land disturbing activity commences. Water Protection Ordinance section 17-207B 9 Y ( ) PROVIDED PARKING SPACES FOR THE OFFICE = 34, INCLUDING (2) ADA VAN PARKING SPACES. OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. ABBREVIATIONS LEGEND GENERAL EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION ABAN ABANDONED) MAX MAXIMUM PROPERTY LINE X 16'TC x 125TC TOP OF CURB ELEVATION AN ADJUST MIN MINIMUM ADJACENT PROPERTY LINE X 165BC x itBC BOTTOM OF CURB ELEVATION AHD AHEAD MON MONUMENT CONCRETE VACATED PROPERTY UNE X 165PL x 125FL FLOW LINE ELEVATION APRX APPROXIMATE NIC NOT IN CONTRACT EASEMENT X 165EOP x 1tEOP EDGE OF PAVEMENT ELEVATION BC BACK OF CURB NTS NOT TO SCALE w� w� BUILDING SETBACK X 16, x 12, SPOT ELEVATION BFE BASEMENT FLOOR ELEVATION OC ON CENTER BUILD TO LINE x 165TW x 12TW TOP OF WALL ELEVATION BIT BITUMINOUS OH OVERHEAD BK BACK PE POLYETHYLENE ZONING LINE X 165BW x 12BW BOTTOM OF WALL ELEVATION BM BENCHMARK PERF PERFORATED TEST PIT LOCATION/BORING LOCATION � LIMIT OF DISTURBANCE BS BOTTOM OF SLOPE PROP PROPOSED ' BENCHMARK FLOODPLAIN LIMIT CB CATCH BASIN PRVD PROVIDED 0 IRON FOUND BUFFER ZONE CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY ;i1h4 RMA RMA -RESOURCE MANAGEMENT AREA UNDERDRAIN CENTER UNE RCP REINFORCED CONCRETE PIPE It 4 RPA RPA - RESOURCE PROTECTION AREA DRAINAGE UNE CL CHAIN LINK REM REMOVE CMP CORRUGATED METAL PIPE READ REQUIRED EDGE OF GRAVEL ROOF DRAIN CONIC CONCRETE RET RETAIN SEWER LINE EDGE OF PAVEMENT CY CUBIC YARDS RT RIGHT CG-2 CG-2 TRENCH DRAIN STANDARD 6" CURB C/C CENTER TO CENTER R/W RIGHT OF WAY CO-3 CG-3 WATER LINE STANDARD 4" CURB C&G CURB AND GUTTER R&D REMOVE AND DISPOSE cr_.-6 CG-s FIRE PROTECTION LINE COMBINATION 6" CURB & GUTTER DIA DIAMETER R&R REMOVE & RESET CG-7 CG-7 WATER SERVICE LINE EL ELEVATION SO SIGHT DISTANCE COMBINATION 4" CURB & GUTTER GAS LINE ELEV ELEVATION SQ SQUARE FIRE LANE STRIPING OVERHEAD ELECTRIC WIRE ES END SECTION STA STATION !" .4 BE BUILDING ENTRANCE UNDERGROUND ELECTRIC EW END WALL SW SIDEWALK ,LD LOADING DOCK OVERHEAD TELEPHONE LINE EX EXISTING SWEL SOLID WHITE EDGE LINE • BOLLARD UNDERGROUND TELEPHONE LINE EXIST EXISTING SWILL SOLID WHITE LANE LINE ❑D DUMPSTER PAD CABLE TV FDN FOUNDATION TBA TO BE ABANDONED =- FIFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED - SIGN I- I DRAIN INLET GTD GRADE TO DRAIN TC TOP OF CURB I III 0 DRAIN MANHOLE STEEL GUARDRAIL IFIRON FOUND TS TOP OF SLOPE [ WOOD GUARDRAIL PLUG OR STUB IS IRON SET TYP TYPICAL FLARED END SECTION LA LANDSCAPE AREA UG UNDERGROUND PATH HEADWALL LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK - TREE UNE LF LINEAR FEET YDS YARDS FENCE (0 0 SEWER MANHOLE LT LEFT STONE WALL oco o m SEWER CLEANOUT UTILITY RETAINING WALL ARV AIR RELEASE VALVE MH MANHOLE :'"° or WATER VALVE &BOX BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE STREAM / POND / WATER COURSE b FIRE HYDRANT ASSEMBLY CO CLEANOUT RIM RIM ELEVATION DETENTION BASIN ®' WATER METER CN CABLE TELEVISION SAN SANITARY SILT FENCE O 0 WATER WELL DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL 12 CONTOUR 0V DIP DUCTILE IRON PIPE SD STORM GAS VALVE ELEC ELECTRIC STIR DRAINAGE STRUCTURE 00 - INDEX CONTOUR , ' o'w GAS METER FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVEA A PARKING COUNT 0 ELECTRIC MANHOLE FM FORCE MAIN UP UTILITY POLE "„` "„' CROSSWALK -r'i EM ■ ELECTRIC METER F&C FRAME AND COVER WL WATER LINE � //F-N ACCESSIBLE CURB RAMP ? LIGHT POLE F&G FRAME AND GRATE WIA WATER METER t HANDICAP PARKING 0 TELEPHONE MANHOLE GT GREASE TRAP WV WATER VALVE � . VAN -ACCESSIBLE HANDICAP PARKING 0T TRANSFORMER PAD GV GATE VALVE 6'V 6" VALVE VAN var+ HDPE HIGH DENSITY POLYETHYLENE CONCRETE PAVEMENT / SIDEWALK ' UTILITY POLE INV INVERT RIPRAP ® ~ GUY POLE NEW ASPHALT MATCHLINE GRASS EC-2 BLANKET MATTING NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. EC-3 TYPE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. EC-3 TYPE B WETLAND CONTRACTOR'S COORDINATION RESPONSIBILITIES 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 PRIOR 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 EXISTING 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 MRGINIA 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. PRIOR 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 DEMOUTION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTIUTIES 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 STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved b a eotechnical engineer. A PP Y 9 9 geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take lace until the site is stabilized and g P , permission has been obtained from the County erosion control inspector. ARB NOTES: 1. Visibilityof all mechanical equipment from the Entrance Corridor shall be eliminated. 2. All light fixtures shall be 3,000 lumens or less. 3. Window glass criteria: Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. r 0' a 0JP of 4 � �o arM Ia Dustin E. Greene LIc. No. A 55833 d 9o�r 08/11/2D 6tifib g8faNAL 6�_ I U W y CC W o q Z o j ` 0 01 RIO N Zr Io O Q 0 �W >O r OU z CL i/10 ¢y J �¢ 2 o W� rQ U Q Lu W N W 20 a<O O CC rJCM CM j0<E2 `./ W O it �.�.I IL? J , F�1 0 Lu o CC Q. (0O LU �I LU 2 Q : a 0) ul (L LU REVISIONS CHANGE OF PROPOSED USE JAN.18,2018 INTERNAL REVISION BUILDING FOOTPRINT AUG. 20, 2018 COUNTY COMMENTS APR. 2, 2019 COUNTY COMMENTS AUG.14,2019 COUNTY COMMENTS SEPT. 30, 2019 DATE J U LY 24, 2017 J C") W1 T � Y W oC J MJ W Q _ Z 06 CC o j 0 W L D 0 coM Q W g Z a J 9LU U'^ U W < W 0a U U FILE NUMBER 17.0130 SHEET SP2 * EXISTING WATER METER SHALL BE ABANDONED AT THE MAIN PER ACSA STANDARDS. METER SETTER CAN BE USED NOTE: ALIGN EDGE OF CG-2 TO INLET 18 ON BOTH sbTH OF U w a SIDES AS SHOWN. STEEL PLATE SCUPPER WILL FOR THE 1" DOMESTIC LINE. IF THE METER SETTER IS NOT USED FOR DOMESTIC USE, ALLOW SAFE PEDESTRIAN PASSAGE ON SIDEWALK W p AND STORMWATER TO ENTER EXISTING STRUCTURE o MOVE METER IN THE GRASS AREA BY THE 18. CONTRACTOR MAY ROTATE TOP OF 0,► Z �? PROPOSED HYDRANT. ACSA WILL NEED TO ASSESS THE CONDITION OF THE SETTER PRIOR TO USE. A NEW SETTER MAY NEED TO BE STRUCTURE 18 TO ALIGN WITH SIDEWALK OR CUT SCUPPER TO FIT EXISTING ALIGNMENT. ' Dustin E. Greene Uc. No. N = Q 2 vow -ALL USED DEPENDING ON METER SIZE. PROPOSED SPOT SHOTS ARE PAVEMENT SHOTS A;A g 3 4 vA < a 8/11/20 ti} d9SZONAL 0 - � UNLESS CALLED OUT. sN° M--I Z O U Z Q � it p �W >o OU �z J 0 f,N �a Stony Point Road Stony Point Road Q w Route 20 __— ,!= Route 20 /� Q O R Var. Width R/W \ - ---= ' ------ - --- Var. Width R/W \ ---- „—"-- --J------J-- J W Cc Q � a C4 _ _ Ly - r - - - \ � \ GW 0)0 ¢ � � W Q ----J--- 6 H - LL Gw COO r _--------XISTIN TEMPORARY CONSTR'&TE ESMT Da rPG aW Zo W Q y 2 - ZO \ / \ a. 30' TRAIL AN�SWM \ ACCESS STORM SEWER / - - - \ 30' TRAIL AN Wm A ACCESS W v m z c� n EASEMENT - _ _ DB PG 104 GONNE£110N�'OINT \\ - I I EASEMENT w PROP. WING % m DB�4712 PG 104 c� n \\ �* DTI FOREBAY- GRADING -Is SHOWN N m a \ & DB\4732 PG 67I L / - N m o & DB\}732 PG 67>8\ WALL MAX x [ ✓ PER APPROVED-WP-O- z / / z N78'14'39"N� EX. RTY LIN 5.30' Nll'45' 1" \ / / / / / \ REVISIONS \ 4` IDE YARD SET ACK lIV Vl0 / / / CHANGE OF ... / � CPP 3_6 O2 ROP PERM PROPOSED USE \ / ` 36'` H13PE OUT=354.9i' / 1 MAINTENACE SM I 1 6 HOPE OUT=354.9 ' JAN.18,2018 INTERNAL REVISION TW=373.0` / 20 PRIVATE DRA AGE ESMT. � BW=367.5' MAX H=5.5' TW TW=365.0' BW 367.5 BW=365.0�- oo Nn Tir BUILDING FOOTPRINT AUG. 20, 2018 � = I L DB 4732 PG\678 \ m x �c PROP. RET. WALL , a M H 1.5 MAX H=1.0' \ 644 x \ 6 o o x t N & DB 4886 PG r�60-� W SAFETY RAIL / p \ x o o COUNTY COMMENTS PORTION OF ` I I / n m z o II I Ilk . - BW=365.0' \ \ 'n I * I � m APR. 2, 2019 I STORMS WER TO BE w I _ I I z A MONUMENT SIGN o. MAX H=2.0' PROP. TAN DRAIN I \ B 9 I I n COUNTY COMMENTS c, I REPLACE BY o"' I I I \ ;'z ^' �' �, \ ~ v I OP: 361.5 X I ' m AUG. 14, 2019 m I I \ DOGHOUS MANHOLE 00� I I I I I I ➢ COUNTY COMMENTS q n o I I I I I `) > o m z Q 0. v — 0. I I I PROP 2-STORY BUILDING \ I I X SEPT. 30, 2019 A Fr v \ I LOT 20 \ V I I I I I I\ ? m q q * Iz w EXISTING ON BASEMENT �� D "' 8,465 LSF TOTAL LOT 20 \ V " I I m I I 1 z V o \ (OFFICE) 1 ( \ I z w WATER m FFE=37.5' (OFFICE) 1 N, \ I I m \ - 8 5En 2 =4C\ \ I ` \ 1 I \ \ -ziq METER C " �E=36 .5 9 52 =4C\ I �-RECESSED SANS I \ x DATE / \ `----- ` - --- \\ \ \ - \ \ \ \ \ \ - PROP. SANITARY a FORCE MAIN C/O TBR, \ -MAIL---- �11M��YLIN \ p� \ \ DROP PROPSED -LECTRICAL BOX - \ \ .IDLY 24, 2017 SANITARY SEWE - 1 \ \ \ \ \ �� REPLACE W/ 2" z BOX TWW755' W 354.0' - PROP. BW=370 0 A H-5 5 \ \Ln N \ CONNECTION POINT \ \ \ \ \\ \ \\ \ \ \ �_ _-, TO 4" EXPANDER 3 - FDC MAX H=5 5 u 5� ---rr : ' \ \ \ \ \ \ J \ \ \ \ \ \ III ,'.' \ 8,` PROP. 5 .G®NC. �1DEWALK CG 12 t„ II I PROP WATER \ \ \ \ CONNECTION POINT \\ \ \ \ \ \ yS�p y \ METERL�E PROP"REL RELOCATED x h II' II IT I EXISTING PERMANENT SCALE FIRE HYDRANT \ \ \ \ \ sr99 �i • \ - - - \ - FIRE HYDRANT I la PR P. SIDEWALK �^ ® � + ` Wq ` _ -MAINTE-PC ESMT 1" = 20' ASSEMBLY TO BE \ \ \ \ \ 2' \ \ \ - - - - 6"X6 Xl" TEE SC TIER ATE o :, �W DOM W L :� RELOCATED \ \ \ \ \ \ \ - - \�8.0' _- - - I (AN) (VAN) _ X 10' 09x ---- \\ \\ 20' PRIVATE \ \ \ �� ACE END } W/ 6"X6"X6 W } W W 6" W/L W may? 5 ;} •y�,M\ - CLASS A __ TRAIL Tw=36p' V \ \ DRAINAGE EASEMENT \ \ \ ` - DB 4886 PG 660 \ TEE �. 20' PRIVATE DRAINAGE TW=3755" _- ovv W 6" GV &BOXY° h .0 'T8 _ BW=370.0' \CCUH-2358 TW / '� EASEMENT DB 4886 PG 660 PO TION CG-6 TO BE REMOVED \ _ \ PROP. EMERGENCY TRANSFORMER TO BE N 5 \ \ S� �` 'I �'_ _ - - - - BW 360 (� i� 0 \ - - - - - _ VEHICLE ENTRANCE S3 o' C \ S r� RELOCATED NOR REL WHEEL STOP o ) > Ste+ W/ AFETYf�AI _ - - - - - - - Q T J W ' z \`tee -------- \ _ _ 1 - - - �- (3) 30" TWO-WAY S S + S �, ETAINING-WALL---_ ( ) S j GEOGRtB- d -- - - - - - - _ a U (n 1V \ \ - - CO LAPSIBLE BOLLARDS x 2' PA KING OV�FRI#ANC 9 8 8 9.0 jGc:�� nic _ ZPROP. =_ _ \ - — 5' CONC. xi ��\_ 2 PA KING 0 ERHA r1 2 .0' 0 _ _ _ - #L-CONSTRUCTION-ESMT- / SIDEWALK \\ x750 CG-2 LJ _ - - i _ - \ DB PG- a O 19 19.T -GOADING SPACE I?6 ; �58 / i' I - - - - - - - - - - - - - J J CD m - - PARKING 1 012:x25' / I 6.0' Q Z - IN _ / N - W h6 �S Ens SPACE S9 �59%4Sc I D U Z DELPHI LN. EXT. I / l ( / I DELPHI LN. EXT. A + I STRUCTURE TOP TOLE REMOVE \ c 0 � O Q W Z 62' PUBLIC R W DB 4732 PG 678 m D n A I n 7u PORTION STRUCTURE T�� \ AND CC TO BE \ 82' PUBLIC R lI DB 4732 PC 678 m r D' PORTION REPLACED WITH DI-3B n TOP FROM STRUCTURE 2q OF WALL m \ PROP. RETAINING WALLS TO BE DESIGNED BY J p N m m v REMOVED / I I N +) `" 2� Gi OTHERS. U '^ VJ Q J n S78'41'14„E ' I �� 10 9.0' 20 O ® m Q \ / 4.00' EXISTING Ln boor 2' PA KING VERHA G ? U w \ / CURB/GUTTER EXISTING SIDEWALK \ • CC-2 4' S BACK CG-2 c' m Q - 133.11 - - ---' -L -- _------- - Z Q 6' LANDSCAPE DB 4886 vv EASEMENT PG 660 CONNECT TO EX STING 6' LANDSCAPE EASEMENT STRUCTURE TOP TO BE DB 4886 PG 660 0 U 0 CURB„ GU RELOCATED TO STRUCTURE EX. WALL CURB Q Q S11 18'46"W ND WITH Z 1 n b b a O o 6.62' y y o 19 RAMPRECOANDCT THE o DI-1TOP.O b CONNECTION TO THE y y b a TOP ELEV=375.2 U o cc h o 1 EXISTING SIDEW LK. C I X w BUILDING WILL REQUIRE A KNOX BOX. LOCA11ON TO BE COORDINATED WITH THE FILE NUMBER FIRE MARSHAL'S OFFICE I I I I 17.0130 E EXISTING CONDITIONS &DEMO PLAN 20 0 20 40 60 NOTES: BUILDING PERMITS ARE REQUIRED FOR RETAINING WALLS EXCEEDING 4' IN HEIGHT. LAYOUT/GRADING PLAN 20 0 20 40 60 SHEET SCALE: 1" = 20' ACSA TO BE NOTIFIED 3 DAYS PRIOR TO FIRE SCALE: 1" = 20' SP3 HYDRANT RELOCATION , I, EYE HOLES FOR 10' PAD LOCKS NOTES: 1.. DUMPSTER WALLS TO BE 8'-0" HIGH. 2. PROVIDE CONC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ GONG. AND PROVIDE GONG. DOME TYP. SEE PLANS FOR LOCATIONS, PAINT SAFETY YELLOW. 4. FINISH TO MATCH BUILDING. CMU ENCLOSURE TO BE PAINTED TO MATCH BUILDING EXTERIOR COLOR LOCKING PIN RETAINER.--J NOTE: ALL DETAILS APPLY TO A DETACHED OR ATTACHED DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR EXACT LOCATION OF DUMPSTER ENCLOSURE. DUMPSTER PAD DETAIL NOT TO SCALE STRM 1B-1A PROFILE 375 375 370 370 365 365 360 360 355 355 350 350 BE E 345 All 345 340 340 50 �� $tea n� II� na� II - �o z < Qm EXIST GRADE PROP 25. 5'-15• - HDP 0 3.OSR 5? N zv zv OO M M II II 1A � I 2 2 pF O :z z 10 00 10 A = OLIO AC- C = 0.40 Tc = 5 min Q10 = 0.27 efs STORM SEWER PROFILE (ST-1A -> ST-1B) ST-1A - DRAINAGE AREA Horiz. Scale: 1"=30" Scale: 1"=30" Vert, Scale: 1"=10" BEE STNgMAD SL-IFNR MRICbLRY OF SAFETY SLABS. B SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW AB J HALF SECTION A -A IWnN rRA( W COVER REMOVED) BRIG( CONCRETE NOTES' 1 OUA VdES SHOWN ME FOR MAMBOLE emHO t WINES THE AMOUNT N9M1KEO 9Y Air. ANSI RE Oniu :T[I To ]ABLE or OuNdalE5 Were, O4X% 'AH d, CONOE]E we"OIE 9NCx CONCIAM CMCREJE rat Txo15 m DM. JARS wJ e 0, A]7 e Yea I 9 ] `0 OM 223 a 1 0.R5 2.... O 16 else ]W9 n 19 ealD 3w0s V 22 O H 25QWTO 2a 0.1 l 3. n ♦D NEHEMExJ 0.45 WAN TRUE WNMnES. 2,A!AY THICAMISS Or Y WAS U40IN COMPUTING CNNPETE WMiIITEs. 3.IIKWpFNrS TO BE ADDED FOR EACH AOOI FUOT or One. 4, MATERIALS MAY BE MCK. WALK En OR APPROVED CONCRETE MANHOLE 0.KN IT ROCI(s MIRE us ID THE NEYM TMCx1E55 Cf 5NE K i0 BE 5- OTHER TRgINFSYs ME TD egYrOxY TO WAL iMfK55 910WN Ppl COVERER 6. MA. IANUE]E 10 Y CLASS As. 7. WEEN 9SCflD ON PLPM 1M YNVFRT R 10 B SHAPEfl M Acc0OM10E W n SIMOMO 15U. TILE COST CA TUANS ND MO PLAJN4 ML Neurk L5 AKOENTA TO THE SHCE TOR THE SSTIACCTWRE Ix )x[ W MANHOLE FOR 12" - 48" PIPE CULVERTS 1rob AD PIWILE SIyDNeW xmnxA oEP.wUEnr w rNAAePMrAr1o1A REVIsw wle s1WEr l OF a ne.N MANHOLE DETAIL NOT TO SCALE I gE47Rl� SEWN 23 255 l I ti � II ADA VEHICULAR CROSSING Scale: 111=10" AREADRAIN RUN-OFFCOEF. CA INLET TIME RAINFALL RUN-OFF, Q! INVERT ELEVATIONS LENGTH SLOPE DIAL CAPACITY VEL FLOWTIME, MINUTES FROM POINT TO POINT ACRES C INCREMENT ACCUMULATED MINUTES IN./Hit. CFS UPPER END LOWER END FT % IN CFS FPS INCREMENT ACCUMULATED n-Value 1A 1B 0.10 0.40 0.04 0.D4 5.00 5.57 0.22 356.40 355.62 25.6 3.05 12 1.66 112 0.20 0.20 0.012 229 CALCULATIONS Not To Scale NYLOPLAST DRAIN BASIN WITH DOME GRATE n 2)IMFGRAi9101RTu£nD1 musloRATETOMATCH. a0. WJMANM Plff B:AL DEPTH PER PIFE ISO M°PN (3) VPAIABIEINVERTIEIGHIH E OMMENRM AVAWBIE(ACCORDNGTO IN NABLENOATIM MMYTPIEMn (AON. MAryUFACNRING J9 REQ S9AE AB ON SIIM) (q vAglWsiYl4s tFIME([OMEL ADWFAS I - rya �OMraeaPnasaK]IMNW rrxaiMMv adia �vc m IrTE'NuuwNe Arrse,IOAs llmure A o FlYaseas s Fe W'BWXA WEm"Aad£IORY ' Sores MAIIcr. �i of aevacwAl�wCOAurmuwne iw. eu�FOA dTJrear mIlraawR vAY.ma14PAO NYLOPLAST YARD DRAIN DETAILS Not To Seale irmlitowr-24•, 10-MMap- RASED ONMANUFACNwRG MO..) Q10 = Nylopla It 15" Drop In Grate Inlet Capacity Chart 250 zss 2.00 175 1.50 ,25 11000 ,m 115 0.50 0.27 cfs ass L00 11.1111 LIDS 010 0.15 020 025 8.30 B35 &40 0.45 0.50 IM 060 065 070 0.75 0,80 Bey 090 095 100 105 1.10 D10 = 0.08 ft Hakellft) Nylotlasf 3130 V,Bona Avenue • BMfold, GA YJ518 (866)888A4791i770j932-2443-FaK(T70)932-2490 0 Nyloplast met Capaaly Charts Jure 2012 CG-12 NOTECOMPONENTS OF CURB RAMPS CONSIST OF THE FGIOWNG� HYDRAULIC CEMENT SIDEWALK :DEPTH N RICHES AREA N SQUARE YN1 GENERAL NOTES CUR WHEN REQURED (CC-2 OR CG-3 N WE/A FEET) DETECTABLE WARNING SURFACE 1AREA IN SQUARE YARDS) 1. THE DETECTABLE WARMING $HA L BE PROVIDED BY TRUNCATED DOAES. EACH OF TIE ABOVE BENS IS A SEPARATE PAY BEM AND SHCLI: 2 DETECTIBLE WARNING SHALL Be FROM THE MATERIALS APPROVED LIST FOR BE SUHM RIM:) FOR EACH CURB CUT RAMP. DETECTABLE WARNING SILENCES. PRODUCTS NOT LISTED SHALL MEET SOEWAL RAMP MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CO-12 DETECTABLE 4a1 MA% WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPED& DESIGN SECTION FOR APPROVAL l 3- SLORNG SIDES OF CURB RAMP MAY BE POURED MONOL ILALLY WITH RAMP A ROM OR BY USING PERMISSBLE CONSTRUCTION' Jew WITH RERNREO BARS, 4. F RAMP MOOR 15 PRECAST HOLES MUST BE PROVDED FOR DOWEL BARS SO THAT ADJOINING FLAMED SIOLS CAN BE CAST N PLACE AFTER PLACEMENT OF B 4A% PRECAST RAMP FLOOR. PRECAST CONCRETE SHNL BE CLASS A-4. 5. REQUIRED SAM ARE TO BE NO.5 X B" PLACED V CENTER TO CENTER ALONG TYPE A OTTHH SIDES OF TTHf, RAMP FLOOR, MO-DFPTH OF RAMP ROM, MINIMUM PERPENDICULAR 6. CUR A CURB AND ROU COVERPCUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAYS ARE INCLUDED IN PAYMENT FOR CUB A CURB AND GUTTER. 5'MN 7. CUR RAMS All 70 BE LOCATED AS SHOWN ON THE PLANS M AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 M AN ACCESSIBLE ROUTE WITHIN THE ROHT OF WAY OF A HIGHWAY FACILITY - AV CROSSES A COB REGARDLESS OF WHETHER AOEWMK IS IXISTNG. MOPpsEp. M NONEXISTENT TREY MUST SE LOCATED *MN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENDNEER. Mp SHOULD NOT TYPE B DE LOCATED SEHBA VERRE STOP LINES EXISTING LOW POLES. FIRE HYMAM7s,MM IUE'TS. ETC. ACCES9111t ROUr€S PROVIDE A CONTINUOUS PARALLEL 1N0CES 9S5®LE ELQENTS OF A FALL" TSLAP HAT KATH CONNECTING ALL APPROACHED. ENTERED R` '�",y,YwyY�'•1vx,Q1 �Y ' MO USED V PEDESTRIANS. "uCJSS.S ,iNRY, F'� i,•)A A B RMUFS MAY SE PLACED ON RACIAL M TANGENTIAL SECTIONS PROVIDED THAT �'3S6Y AX THE DUMBOPENING is PLACED WIrm, TIE LIMITS OF ME CROSSWALK AND 12*1�AX THAT THE SLOPE AT THE CONVECTION BE THE CURB OPENING IS d' m PERPENDICULAR TO ME CORE. 5'MR, xx *y' • 9 TYPICAL. CONCRETE SIDEWALK 5 4" MCK. WHEN ME ENTRANCE RAINICARNOT ACCOMMODATE THE TURNING REOUREMENT3 OF ANTICIPATED HEAVY TRUCK YAryH TRAFFIC. REFEHR TO STANDARD 03-131 COMMERCIAL ENTRANCELIEAVY TRUCK M TRAFFICI FCONCRETE x .2" HIGHER MAN TE DEPTH -Y X) WHEN GOB RAPS ME USED IN CMJUNCTIdV WITH A SHARED USE EDGE .2 PAGHEPATH, \ AT EAR(. SAVE RNi A5 TOP OF CUR-J THE BROWN WIDTH SHA1 BE THE WIDTH OF THE SHARES USE PAN. n. WHEN ONLY ONE COB RAMP R PROVIDED FOR TWO CROSSINGS IUTASONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TU MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO Mr CROSSWALK WITMONT GONG INTO RE TRAVELWAY. THIS 41x 4' LANDING AREA MAY NCLUOE THE GLITTER PAN, 12 ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME COB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE .fi"-2.4' C-L WARNING SURFACE SHALL HAVE A FACTORY RADIUS M BE FIELD 0 0 0 0 0 z NODIfEb AS RECOAAENOED BY THE MANUFACTURER TO MATCH THE BACK OF CURS. 'L- 41 0 0 0 0 -0 0 0 0 0 0 O Y O O O O O 0 0 0 O 0 O O -r LANDING RAMP 4 0 0 0 0 a 0000000 000 to o 0 0 0 a Q Q Q a a 0 0.0 a 0 N 0 0 0 0 0 0 c O 0 0 D 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50/-6SY OF BASE DIAMETER 0 0 0 o 0 O 0 0 0 O a O O O O DETECTABLE WARNING 1 I AT SNT OFO CB \ �j SEE NOTE M. _ n� 0.9"-I4 I BN' VARIABLE RLL WIDTH OF RAMP ROOK DETECTABLE WARNING H TRUNCATED DOME PAY LRTS DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �VOOT CG-12 DETECTABLE WARNING SURFACE SPECInCATI.;I. EREN:E ROM AND MODE STANDARDS (GENERAL NOTES) VIRGNIA DEPARTMENT ON TRI.VSPORTATON los SS2 6FEET I W 5 REVISION DATE 07r15 IO,1.p5 CG-12 DETAIL NOT TO SCALE Stomlwater Narrative RESERVOIR REPORT The Mlnor Site Plan Amendment at Caswdia-Blocks 1-3 Increased the impervious area by 1,320 square Name: Pond 2(Retention w Basin /Aquatic Bench) --- (MATER QUALITY VOLUNIc REPORT) feet. The previous Hydrolo8ic/Hydraulic Calculations for Cascadia Subdivision -Blocks 1-3 Revised June Name: Pond 2 - Storage 10, 2015 show a Composite Chi value: [RATING E.TI DA-Pond2PoSLDevelopment (46.90 Acres): niRWE Minimum Elleva.. tion 3.00 (ft) Maz3mum Elevation = 358.0 (ft) Proposed Blocks 1-3 Elevation Increment 0 0.220 (R) Buildings (Cn=9B)-4A82 [STAGE STORAGE IMORMATIONI Roace Parking(Cn=98)-2980 Acres Storage Method: User -Defined storage Sidewalks (Cn=98) - 1.012 Acre Driveways (Cn=9B)-1.093 Acres Input Method: ACea Wooded Area (Cn=57) - 2.377 Acres Grass Areas(CmM&2)-14072 Amen Nmeber Elevation Area Ave. Area Volume CuMRlative V.I. (ft) £t) £t) (Cu £t) (du Et) 19.948(98)+21.575(621+5.3nf571=77.10-l-, 77 --(sq =(OR _- 46.90 1 344.99 0.00 0.00 0.00 0.00 2 345.00 2B234.00 14117.00 141.17 141,17 ^'The analysis here actually adds to 7674 CN value 3 396.00 30609.00 29419.00 29419.00 29560. 17 4 348.00 35360.00 32992.00 65984.00 95544.17 The atltletl ampervious area would make tlla composite CN Value to M: Pe 5 348.50 39242.00 37311.00 18655.50 114199.67 6 350.00 50655.00 449d8.50 67422.75 181622.42 DAFDOtl2PoSDDaVeIOQmeO1 U8.90 ACresl: 7 352.00 56835.00 53745.00 107490. 00 289112. 42 8 354.00 60195-00 56515.00 117020.00 406142.42 Propwetl Blocks i-3 9 356.00 64654.00 62524.50 125049.00 531191.42 Buildings (Crime61-4-612 30 353.00 69602.00 61228.00 134456.00 665647.42 RoacisMarking(Cn=98)-2.9W Acres 11 358.33 76950-00 73226. 00 24164.58 689812.00 Sidewals(C"B)-1.012 Acre Driveways (CHI=98) -1 093 Acres Quality Volume Requited - 4X000 Volowe) For 65% Removal Efficiency W000rd Area (Cn=57)-2377 Acres Grass Areas(Cn= 82O-14D61 Awes WQ Volume = (1 /tin) /12 X impervious area (Sq. Ft.) (4)(1/2in)/12 X 451,761 Sq. Ft. + 406,097 Sq Ft.(Ptoposed Blocks 1-3) = 143,443 Cu. Ft. 19.978 (98) +21 545(62)+5 377(57)= 76.76 =1 77 AS 90 Provided Rater Quality Volume (83ev.=351) = SBS, 622.42 au. Ft. The increase in Impervious area has ralsetl the CN value by 2 hundredths Pool Depth Zones: "Morass in CAN value does llotjustify me rerouting of the entire system. Depth Zone Elevation Surface Area Percentage of Net Storage IIC water quantity criteria satisfied Area 0' - 1.5' 350.00 - 348.50 11,413 sf. 22.56 1.5' - 2' 348.50 - 348.00 3,862 sE. 7.66 2' - 61 348.00 - 345.00 35,390 sf. 69.9% Pond 21s a wet ports WilAy w h an agUatC bench. Page 18 of the same calculation packet shows that the wet Volume was designed for 4xWQV is 143,443 cult. The increase impervious area would 143,663 cur. The prwided WOW Is 181,622 cuff IIC Water quality criteria satisfied STORMWATER CALCULATIONS BOLLARD WRREHOUSE PLAN VIEW ISOMETRIC COLLAPSED VIEW BOLLARD WAREHOUSE PO BOX 298 BATAVIA, IL60510 PHONE: (877) 727-7347 FAX: (800) 814-7194 www-bollardwarehouse.com NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 2 DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdewits.corMnfo AND ENTER REFERENCE NUMBER 17.0130-COMMERCIAL LOTH. TWO-WAY COLLAPSIBLE BOLLARD 30" (2630) ISOMETRICS AND PLAN BOLLARD DETAIL MAINTAIN POSITIVE DRAINAGE ASPHALT - i4-4" AGGREGATE BASE TRAIL TO BE CLASS A, TYPE I LOW MAINTENANCE PEDESTRIAN PATH IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. TRAIL DETAIL (CLASS A. TYPE 1) NOT TO SCALE NOTES: L THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS AS HE CAST IN RACE. 4WD PBI F PRECAST. 3. COMBINATION WIN L GUTTER HAVING A RADIUS OF 300 FEET M LESS (ALONG FACE OF CURB) SMALL TE POND FOR AS RAOML COMBINATION COB L CUTTER. 4. FOR USE WAIN STABLI2ED OPEN -GRADED MANAGE LAYER, THE BOTTOM M THE CURB L GUTTER RE CONSTRUCTED PARALLEL TO THE SLOPE 511aBA5E COINSES WHO TO THE DEPTH M THE PAVEMENT. S. ALOWARLE CRITERIA FOR THE USE OF M-5 IS BASED ON ROADWAY CI.ASSFICATION AND XSIGN R THE ROADSPEED SHARY.' MANUAL N THE SECTOR ON GS MBAR STANDARDS. A ' Y'T F� A A A A OF THE CONTRACTOR GRADE COMBINATION 6" CURB AND GUTTER MOM A�M GEBTMIDMM p5 REVISION DATE SHEET I OF I 502 VIRGIN/, DEPARTMENT OF TRANSPORTATION 20' CG-6 DETAIL NOT TO SCALE NOTESt 1. THIS ITEM MY BE PRECAST M CAST N PLACE 2, CONCRETE TO DE CLASS A3 F CAST N PLACE, AOoO PSI IF PRECAST. 1 LGL (ALONG FACE OF CUBI ALL BE PAID FOR AS RADIAL CUB. 4. THE DEPTH M CURB MAY W REDUCED AS MUCH AS 3" ITS. DEPTH) OR Nf,RF.ASED AS MUCH AS W 12T'DEPTH)N ORDER THAT THE BOTTOM OF COB WILL CO NCIOE WITH THE TOP OF A COURSE M THE PAVEMENT SMSTNUCTOE. OTNDRWIW NNE DEPTH IS TO BE IB" AS SHOWN. NO ApA!$YAENT N THE PRICE 00 IS TO BE MADE FOR A DECREASE M AN INCREASE N DEPTH. S' TE2REEWPF�TUSED S FORCGG--6 SASHOWWN x EC0DAARSINESETION I eOF THE 5URMANSTIDD. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED R BASE _-2 REFERENCE STANDARD 6" CURB "___ ROAD MO BRpGE STA`IDARDS $05 flEVIBIM WTE SIEFL I OF I 50] vIRUIVI! OBP4RTMFNT OF 1flM5PJRTA1104 20t01 CG-2 DETAIL NOT TO SCALE �$SyTH op pl+P �'A O R+ Dustin E. Greene Uc. No. 0 55833 b4 BOA 8/11/20 ti{~ dgsfORAL SSG ' a V O W 2 NCO CO 0 r 1 rLQ~ 2 M ao 1 Q. W ID Q =) Z U2 �cc O eCW >O OU �z N co W rQr^ U Rt k 'V VJ J Z cr N Q LNO 1-4 W �I� :50X `.J rz WO OLL . > W? IUD: C)N C/) DLLU Zo GQ W aN �4 W F--d O 0- 0- REVISIONS CHANGE OF PROPOSED USE JAN.18,2018 INTERNAL REVISION BUILDING FOOTPRINT AUG. 20,2018 COUNTY COMMENTS APR, 2, 2019 COUNTY COMMENTS AUG. 14, 2019 COUNTY COMMENTS SEPT. 30, 2019 DATE JULY 24, 2017 SCALE 20' J co W T � Y a a O J J 0 Q m a Z Chd V Z Q v 1z O j W Cn Z 0 IOW, LU CC m W � Q �a O Q Q ") U Q 0 U Q � U U FILE NUMBER 17.0130 SHEET SP4 L NYLOPLAST PERFORMANCE CHART Not To Scale Stony Point Road Route 20 Var. Width R/W t7 FLPHI LN. EXT. 62' PUBLIC R/W DB 4732 PG 678 EXISTING CURB/GU -EXISTING SIDEWALK O Cl) te�: 5teb nya �$sLta of Pr�c TVA Dustin E. Greene Uc. No. 16 4 55833 6 �o. 8/I1/20 1�6 �881ONAL 6�G y \ L I/ - - - - - - - - - i 5 H / --- \ -- \ X GW \ GW \ 30' TRAIL AN DNSWM \ FlCCESS EASEMENT- I DB'4712 PIS 104 \ \ & DB\4732 PG 67 ° 0. \ 0.9 0 0 ° 0.0 0 0 ... ° °.. ... - . 04 a.0 / � o o / ° ° o d o.0 0 0.0 / CPP �-6 / ° o•o °'0 ` o ° n q•o ° " 0 3V HgPE OUT=354.9i 0.2 N 0. 1 0.0 ° 0 0 0 0 ^ 0.0 Q / cNil 1 I _� 40. °\0 I 0 ' D 0 � x .0 .1 1.6..-1, - s i.. .a. O 0.1 0 ° 2.3 4.6 4 '2.5 s.9 •3 0 0 I O 0 ° \ ° .0 °' I - .I 1/ 3.3 7.2 I' 0.1 \ 0 \. 0 0 4, 1 II 0.0 i • 0. ° I I II A�A I ° oI I I I o.o °.° PROP( 2-STORY BUILDING \ \ o.� •o ° I I II I I 0 ON BAAMENT ° o I 8,465 $F TOTAL LOT 26� \ °\ o.o I \ I ° 0.0 o FFE=375.5, (OFFICE) \ 1 �00 ° ° ! 1 1 \ \ � N BFE=364.5- - O 5'�'2 AC. 0 0� N A 0.0 a' x vl ` I ° 0 _ \ \ 0 \ \ \ AND SW o AAAAAAA -,a.I VA A A S-EASE ins•• • q \ °..0.' 1 4.8 8.0 6 - 0.- PI 1) A o V ° ..Qii .,\ 0 \ \ \ -- ----- --------- 0 o. 0.o t o.7 o. 11 r1b \ \ o_-- ° �0.0 '0 ,1 3 0 0.2 °' V `.0 0.0.., .0 00, \\ \ 0 \0�0 0 \0.0 '0 0.0 0.1 1 .1 0.0 .0 0.0 ,011ie: 0 _D °- w00 _ o. 0.1 0.1 0.0 -,-- 0 0.0 0.1 0.1 0.1 o.t ��o.o 0.0 ° 0.0 __ 0.1 ° �1- , 01 0 02 a 0.2 °' .2 Q1 0.2 0.2 1 0.3 0.3 0.21 ,�.0 Lo - - HI .6 1.5 0.4 0,2 0 1.7 0. '4 2.2 2.2 2.3.8 2.6 0.6 0.0 - - - - 3 6 6.1 48 54 3.2 1.7 4 0. 00 Ii i - - - - - - s.7 7.8 8 0.0- • -1 1- 0.1 3.3\, 5' 1511 .410.8 5.2 2• 1.4 02 0.1 0.0 / bi- - - - .1 1 .9 9. 0.4 1 --- - 0. .3 •6 2 4 3 8• 12.3 18.4 9.1 18. 13.9 4 8 .:. 7 0.0 °/° 0 q � - �--- - - - - - - - - - - 6 '2 11.5 17.3 11.5 8 0. 0.0 ° - - - - - _ 0.1 0.2 3.4 4 44+5.5 8 5 12. 9••Z•5 9, 0 0 0.0 0 n! 0 - - - - - -- - - - - - - 0.2 ° 0 0 0 0 0 - - - - - - - - - - - - - j 0.0 � ° 0 /o 1 _o - - - ----- 0 i0 00 _ 0.3 0- 0.6 0. 0.3 0:2 a Z0 0 0 I ° 0. 0.3 0. 0 0__0_ 0.0 0. .2 0. 0.2 0.3 0' 0.2 0'1 0.2 01 '1 01/ O 0/ 0 0 0 / 0 tlI 0 0 1 0.0 °• •, 0.1 0.2 0.1 °�� '0 ° ° D ° l 0 0 0.1 .1 n 1 •1 AD 0.0 °' 0 0 0 I° 0 0 0 0 0 0.0 .1 °�, 0.1 °• �" � 0.0 ° ° 0 0 \ ° 10 0 0.0 0.0 0.0 0.0 0.1 0.0 1 7 0 ° 0 � 0 0 0.0, 0.0 0 0 I 0 0 _i - 0 0.0 '0 . 1 0.0 0,0 0.0 �0.0 0.0 0.0 0 0 0 0 .0 0.0 0 0.0 0 0 0 0• 0.00• 0.0 0.00.00,0 0 0 0 0 °:0 0 0 ° ° 0.0 ° 20 0.0 0 0.0 % 0.0 0. o.0 0 0 0 0 0 0 0 0 0 0 0. 0 0.� 0,0 0.0 0 0 0 0 0 0 0 0 0 0 \ o.o o.0 0 0 --- --<------------- 6' LANDSCAPE EASEMEN DB 4886 PG 660 I � I O O O y y 'y cot c�2T o I I LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp Lumens Watts Max Min ® A 9 LF61VIL Downlight, 3000K LED 2977 32.7 7.2 0 O B 1 99 401 K3 LED pole top, 3000K LED 2260 34.7 19.1 0 I I � I I I I I LIGHTING PLAN a� R" `eve 6" LED Downlight LF6ML LENS 120V - 277V 0-1 OV Dimming APPLICATIONS: LED DRIVER: LileFrame V61AL is a 6" specification grade LED The LF6ML utilizes the Philips Forhmo LED Driver lensed downfi hl that utilizes high efficiency LEDs to 9 9 cY specifically designed 1 Ni f t F spec co y des g ed o optimize efficiency o he o too obtain color consistency, energy savings, and low .DIM Module. Driver Is designed I. match the 50,000 designed 0 maintenance costs 50,000 hours minimum life up to hours minimum life expectancy of the system. Meets UL 35 C 195 F) in open plenum applications. Class 2, inherent short circuit protection, self imiled, HOUSING: overload protected. If critical temperatures are reached Onepisce 22 gauge noncorrosive steel platforni an driver or LED module. integrated thermal feedback Preveired hbox with snap -on cover for easy access. loop will gradually reduce current to protect system life Strap -in. connection from driver compartment allows Driver is universal 120V277V. Optional Lulron Series A easy installation of light engine/trim assembly driver is also available. without tools above or below the ceiling and DIMMING: can be upgraded to accommodate technology Comas standard with 0.10V dimming capability. Improvements. Approve for 8 (4 in/4 out) No. 12 Flicker -free dimming to 10%. 0-1 OV control may AWG conductors rated for 90 C through wiring. consume up to 1 mA. 0-I1 Lulron 2 wire and REFLECTOR: EcoSystem dimming available to I % and DMX High purity aluminum, Alzak, iridescence with RDM (remote device management) dimming to less than 0,1 %. suppressed, semidiffuse reflector. Self -him standard. Pointed white self -trim IWT) available as option. INSTALLATION: LED LIGHT ENGINE: Adjustable Bar hangers included (not with CP option). The LF6ML uses the Philips Fortino DIM LED Module. Universal adjustable mounting brackets also accept This module provides controlled color consistency I3 1 /2" EMT conduit or 1 1 /2" or 3/4" lathing channel SDCM) from fixture to fixture. The system is designed iby others) or Prescolite 24" bar hangers (B24 or B61. for optional life and lumen maintenance (>50,000 CERTIFICATIONS: hours at 70%lumen maintenance). Bork reflector and light engine assembly are mechanically retained CSA certified to US and Canadian safe standards. F/ to housing- Suitable for wet locations. Approved for through wiring. Non -IC rued. UL approved for NSF2 splash zone applications. WARRANTY: 5 year warranty; See www.prescolite.com for details. CATALOG NUMBER: Ceiling Cutout: 6i/e" Maximum Ceiling Thickness V/+" For conversion to millimeters, multiply inches by 25A Not to Scale 1 � 9 IF t LML=17 , II•-2 I'�SY•� I� See page 4 for CP and NX(W)E line art. EXAMPLE: LF6ML-6LFML3OL35K8CL Order housing, reflector, and accessories separately J LF61MIL Standard P IOV stm-l'-d J 6LFML30L J 8 Standard J FLU9,10 J WT J CLs J B244 Medium to,%%Dimming f20`1271-i' Semi -Diffuse BO+CRI Cie,( AL-4 Flush Mount Painted White Clear Lens Set of two 24" bar Lumen DIOV J DMI ❑ 120 Clear Alzok j 9 J CID Lens lemshed Flange Only (Regressed hangers for Tbor ceilings 10%dimming OIOV dimming 120V Reflector with 90. CRI Champagne Acretrie"ge ❑ TRIG 51adardI J 664 120-277V °t I %� J EDM J 277 277V 3000 Lumen Gold Alzak slabderdl Trim Ring 'J OLDSet of two (2) bar hangers Di use lens Hi Lume 1% EcoSyslem LED Module •' • J GO J Gold Alzok no" IP65 Gasket Hush Lens, U M1D ffRe ressed for ceiling foist up l0 24" centers Driver J 2DMIA • • • • ® sundo'd , 1 BL Dust and Wide Flange Water tight $bndard i J LFSC6 Hibuma I% $en"D' Black Alzak J BNCT°-t0 to IP65 6" Reflector screw cover 2-wire LED Driver J CP' • s-16" Chicago Plenum J 27K 2700 J SP Speculor J WE J Wheat Alzak W,Tdo.n Black Non conductive trim J SC" Sloped ceiling adapter 920Vonly) J LV" Kelvin J SS J LW al ResVanstant J WNCT°•'a (see note on back page) MX24 DMX Lulron Vive Enabled, 01 OV, ] 30K Semi Specular J MFC If fit Wheat White Non- J UteGitase with 3000 Alzak conductive trim Inverter, single phase RDM dimming to 120.277V J lVE (EDM Kelvin American matte„ J PW J BNCTB°•" central lighting,125VA <0.1 % Only) 'J 35K V Pewter Alzak BlackNon Lutton Vive 3500 J Kurt Versen J WH trim J LPSVSeriese Enabled, Kelvin Specular Painted Matte Baffled OtePower micro inverter, EcoSystem 40K J VS While Reflector J WNCTB +4a 20VA55VA J NXWE1•.15-16•1'❑ 4000 Kurt Versen and Flange White Non. NX Wireless Kelvin Soflglows J BC conductive trim Enabled J SOK J VSS Painted Black Notes: Baffled r u.rs,le,lr J NXE 5000 Kurt Versen $o(15heen'• Reflector and For DMl, do nos avo0ae peC1h g Nolavolabla with color/finish r ophi NX Enabled, Dual Kelvin Flange i1120 or ?77 Sermoffes, finish only SIIIarIPOns + Not mailobte with 347V '• Not available with BNCT WNQ, J EMR2 ' Voltage muss be speahad with EDM, BNCTB, or WNCTB. Emergency 2DM or DMX " Not vvailable with FLU Battery Pack with Bar hanger accessory should be selected in IV re,u res standard dimming or DMI remote test switch with CP housing, not included as ,sandcod ° Must.teat CL or DL and indicator s Not available with DMX " Na available with CP option hghl a See Central Inverter compatibility nee 's Not available with EDM, 2DM or Dh and web links on pvge 3 1p Noravailobe with IV ar LVE ' IP65 and VR can not be chow Iogelher 1° Not ovoilobe with EMR la r Na avolloble with IP65 and VR !' Only ovoilable in 90, CRI PHOTOMETRIC DATA LiteFrame - 6" LF6ML Lens DRIVER DATA 6LFML30L Input Voltage 120V-277V Lumen Multiplier Table Input Frequency 60 Hz Photometrics published below are for the 300180 CRI. Input Current 0.273A 11201b) This table may be used to approximate the lumen values at 0.1 1 BA (277V) different Kelvin temperatures and CRI. Input Power 32 7W Power Factor >OM 4000 Kelvin 1.07 THD e2016 3500 Kelvin 1.00 EMI Filtering FCC 47CFR Part 15, Class A 3000 Kelvin 1.00 Operating Temperature .20 C to 35 C 2700 Kelvin 0.95 Dimming 0.1 OV Over -voltage, over -current, shortcircull protected BO CRL...............1 :00 'Power consumption and photometric output may vary slightly with various driver and CRI options. 90 CRI................0.91 Delivered Lumens The table below shows the delivered lumens for the various lumen outputs. Input Lumens Per Output CRI Lens Delivered Lumens Watts Watt Full Catalog String 30L 80 OIL 3061 32.7 94 LF6MLdLFML3OL3OK8D1 301 80 1 FtUDI 1 2977 32.7 91 DISM46LFML3OL30KBFWDL ]OL 90 DL 2082 35.9 58 LF6MLbffML30130K9pL LF6ML-6l.FML30L30K8DL LED Light Engine: 3000K, 80 CRI System Wattage: 32.7W Fixture Delivered lumens: 3061 Fixture Efficacy: 94 Spacing Criteria: 1.4 590 I180 1770 ZONAL LUMEN SUMMARY LUMINANCE DATA IN CANDELA/ ZONE LUMENS %LUMINAIRE SG. METER 0.30 1305 42.6 Agile in Vertical Average 0Q40 2020 66.0 45" 58610 0-60 2866 93.6 55' 34893 0690 3062 100.0 65' 19373 CANDELA DISTRIBUTION 75' 10545 90-180 0 0.0 p0 DEG CANDELA 85' 0 0.180 3062 100.0 0 1668 IS 5 1670 15 1637 25 1497 COEFFICIENTS OF UTILIZATION ZONAL CAVITY METHOD 35 50 45 1154 695 't Sg f i, *a4^-�'. o.•e'..«re - Ise a _1 m ���m 55 336 E 1 ita r m.so can eso to 0 g0n corm yI 1« nil t:1M Ib Ito lot l.. N . e « « se Y 65 137 } 1«N. MIIbM « er'Rb «coca br. N 4$ 75 46 a coact nil««innson nss nnnnrs 85 0 4 s« wso 41 n m .. RN nmr�. rs b w in n so Del t. m. « 0 so 90 0 4 r n N w m n« «canna n r« e w«. owso w.m b se. Nrsl se w.1 N u la 3u u[aoYme Test No. 18.00419-01 Tested at 25 C Ambient in accordance to IESNA LM-79-2008 In a continuing effort to offer the best product possible we reserve the right to change, without r e s e o I I t e C P notice, specifications or materials that in our opinion will not alter the function of the product. jo r e V c o I I t V A Division of Hubbell Lighting, Inc. Web: w.prescoIIte.com • Tech Support: (888) 777.4832 LFR-LED-049 CANOPY LIGHT CUT SHEET C d PROPOSED WOODEN SCREENING FENCE WOODEN FENCE SHALL BE PAINTED TO MATCH THE COLOR OF BRICK USED FOR THE BUILDING Not to Scale Web: Nvww.prescoIile.com • Tech Support (888) 777,4832 701 Millennium Boulevard • Greenville SC 29607 U. S.A • Phone (864) 678.1000 Cont 02018 P,escelle. liu,_ o dni of Hubbell f9 „e. Inc Aillighs Rew.wd Speabexei,a wblsl b a,cnge w"Ieul no6u.. Pnired In LLi A .6&tEW49. 11/16/11 BEGA 99 401 Pole top luminaire IP 65 Project Reference number Date -H- Product data sheet Application Lamp Light technique LED pole -top luminaire with symmetrical fight Module connected wattage 16 W Luminaire data for the light planning program distribution. Luminaire connected wattage 18.8 W DIALux for outdoor lighting, street fighting and For mounting heights 4000 - 5000 mm. Rated temperature t,=25 "C indoor fighting as well as luminaire data in Product description Ambient temperature t,_.,,=40'C EULUMDAT- and IES-format you will And on the Luminaire made of aluminium alloy, BEGA web page www.bega.com. aluminium and stainless steel On request we can offer you modifications for Article No. 99401 Safety glass optical structure t enviroments with higher temperatures as a LED ta colour temperature optionally 4000K Silicone gasket et customized product. or 3000 K Reflector made or pure anodised aluminium 99401 4000 K - Article number For pole top o 76 tom Module designation 4x LED-02991840 3000 K - Article number + K3 Slip fitter insert depth 5 0 tom Connecting cable HO5 0 Time 3 x 1" Colour temperature 4000 K Colour graphite or silver Cable length 5 m Colour rendering index R">80 graphite- article number LED power supply unit Module luminous flux 22601m silver - article number + A 220-240 V � 0/50-60 Hz Luminaire luminous flux 18671n' Accessories DC 170-280 V Luminaire luminous efficiency 99,31m 1W For this luminaire we recommend the following Safety class I Protection class IP 65 Dust -tight and protection against water jets Impact strength IKOB Protection against mechanical impacts < 5 joule <Klo® -Safety mark CE - Conformity mark Wind catching area: 0.03 m2 BEGA luminaire poles Tapered aluminium poles, lacquered with access door and C-clamp 70914 Pole with anch.section H 4000 The 70725 Pole with anchsection H 4500 tom 70915 Pole with anch.section H 5000 tom 70791 Pole with baseplate H 4000 tom 70792 Pole with baseplate H 4500 here Weight: 4.0 kg Ambient temperature 1"=15'C 70794 Pole with baseplate H 5000 mm Inrush current -at 50,000 h: L90B 10 Cylindrically stepped aluminium poles, Inrush current: 5 A / 50 µs - at > 500.000 h: 1_70B50 lacquered with door and C rail Maximum number of luminaires of this 70901 Pole with anch.section H 4000 tom type per miniature circuit breaker: Ambient temperature L= 25 °C 70903 Pole with anch.section H 5000 mm B10A: 31 luminalres -at 50,000h: 1_90B1O 70906 Pole with anch.section H6000 tom B11 50 luminaires -at> 500,000 h: L70 B 50 70900 Pole with baseplate H 4000 tom C10A: 52luminaires max. ambient temperaturet,= 40.0 70902 Pole with baseplate H500D tom C 16 A: 85 luminaires -at 50,000h: L90BIO For suitable connection boxes please we the -at 336,000h: L70 B 50 instructions for use of the luminaire poles. e ici:ue %� : HUBBELL HUBBELL �- Lighting NOTES: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. OVERALL HEIGHT OF THE PARKING LOT POLE FIXTURE, INCLUDING THE BASE SHALL NOT EXCEED 20'. PARKING LOT LAMP SHALL BE BLACK WITH 3000 K COLOR TEMPERATURE TO MATCH THE EXISTING CASCADIA NEIGHBORHOOD. THERE ARE SEVERAL DIFFERENT LAMP TYPES WITHIN THE NEIGHBORHOOD. A MORE MODERN LOOKING LAMP TYPE WAS CHOSEN TO MATCH THE AESTHETICS OF THE BUILDING. r l' a V C* rn �W O Cliff U 4Z Coil V Z C V Q r� co W 0 Z O V f- Cr O Q TLu >O J OU I- >J Z ON Lug lu Q^ UQ KW (0 J2 CCN CCW i� ¢ O �•, j °� � 0 rr V WW WU 0 n LL ? I r x 0� we w Cc cc U O III. co 0� W Q 4 Qf Z 0) W 'CIL S NO W 1� i REVISIONS CHANGE OF PROPOSED USE JAN.18,2018 INTERNAL REVISION BUILDING FOOTPRINT AUG. 20, 2018 COUNTY COMMENTS APR. 2, 2019 COUNTY COMMENTS AUG. 14, 2019 COUNTY COMMENTS SEPT. 30, 2019 DATE JULY 24, 2017 SCALE 111 = 201 J CO W ,- cc Y a p Q m ¢ Z g _ /1 z p> Z ¢ 0 W U) Z Z / U J 0 co LU v' U'^^ Q W U VJ U FILE NUMBER 17.0130 SHEET SP5 LL 1 e e e e• / •e e � �� ► ��,�►; r• ��o,,.,,. � - -. fig III �� • I . �� Ems'. ,���■� �► Ali! .. ����, �. • it • � �'�`�� ►� - �� � � • �`r, f / ��� � ■ `'- � • 'r •L III ' Botanical . • � - 1 Sycamore ®®® ...., •el•e a e• el 1 1 1 ,. e• •e•e Vim' ... ... �®®'�©• - - .. . . .. :....... ®�� SHRUBS BROADLEAVED EVERGREENS e e e e• ice© ... ... ��� •e -•A• D EVERGREENS (SCREENING) .I Eastern _ a .ee a •e �e•e a e• SMALL ORNAMENTAL BROADLEA VED EVERGREEN/ SEMI -EVERGREEN SHRUBS (SCREENING) (3'15) bti' U <� gamI--^ W o U QZ of J 2� aao nj co Q. MowAM ti� ¢@ O ¢ @ Q ¢w >O �z Z 0w W �rQ^ U¢ rW (0 J2 QN � a W 20 <O t L� 0\c1 W Io V .l ? J 0I x � wo Uo 1W11 ¢ °' w ' d Uj LOT 266 REVISIONS CHANGE OF PROPOSED USE JAN.18,2018 All INTERNAL REVISION BUILDING FOOTPRINT AUG. 20, 2018 COUNTY COMMENTS APR. 2, 2019 COUNTY COMMENTS AUG.14,2019 COUNTY COMMENTS SEPT. 30, 2019 ROME MAN DATE JULY 24, 2017-11 1r;, ; Elm SCALE 4—AG imp 1"=20' 11 LIFO J CO W r � Y J WALL, 0 I- J a Z Q m z a U Z 0 rvwx aLLI ��' cU) ® Z)LU Q U0 a ® Q Q U Q UUAmerican SHADE TREES 4�0 FILE NUMBERI lex c renata Green Lustre Green Lustre Japanese Holly Platanus x acerifolia & cvs. London Planetree (Bloodgood) A 4 Viburnum 17.0130DECIDUOUS SHEET SP6