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HomeMy WebLinkAboutSDP201700045 Plan - Approved Minor Amendment 2020-10-14hi AUf - .`RW &isrrlTs t s y iy k ... G 4l + �, 41 A J Mtn 'e4rfr,�q Go if;ky.c" s„�C ct s a .1 CAf!%k`P�`T£Y'Y�''?.. e d��� H,.nr.RrsJ .x.7 u1a{R "lI .,D1. d �tCp �I13E .,.� Gt�i:a4S "tjn J •. 01, _ GaauM'x f44' v. Ai,- (h:A i•`3�.J'..3 a_97t � CIS- £tlli'.R �}.�i�'F LOT J76 S78 41,14 "E 87.89' S78 ,31'03"E S11 1814611W 82.41' 6.62' S78'41'14"E 4.00' LoT iys w l�n L0 0 �l _0 ^ LOT 177 '' 472' g� o N78'14'39"W N73:?J, pc5.30' LOT >7g N78•14',39 „ W Av/u a 7a�d �N �1f I�Q �IQtY�6r�NIri Y �$ w \ y opSN SpACE R `a C4S6;4D! P4 Jf C g � pippliq 11 A 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: . REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED ADD LARGE RED LETTERS TO TITLE SHEET WITH'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION * 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' USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS . USE CLEAR LETTERING . 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. L DIMENSION, ADDITIONS • PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, I N, , 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 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. XPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. RECORD ALL UNE ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 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 FOR: TITLE DATE (CONTRACTOR) SECTIQN 1-1 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. 'AIDEN TRENCH TO i'ACCOWADDt CE ANCHOR IF REQUIRED. .^ ra � lE, AS .._..:. PF :���.� I•l0P1 r= �-2 F'tPi I.ZE DEGREE OF END E3E4lJ [3I<,1k;E 51 r5 f�FEGT} 1 . �. j �� GL. CU.YTi. TEE A O Fit a ; �r'�E 0 --- t t _ t _ VOL � I i.^dEJ. SG Z60 2,50 3.01 0.24 I 8:0" 5 2100 2.25 2,60 D.1`« 2.00 2.2r ;/.:fit} O.I�x 22 t/2 1.5fi 2.00 52 O.10 11 1/4 1,50 2.00 2.50 0A0 91i 3.E;Es 3.10" r.... 3.21 __ .__nm.. t3.�#8 ., 45 22 t/2 2,�B 1.66 2,66 2.16 2.77 `�,69 O>26 O t 5 5.T62 2.�rI3 Q.�2 1t 1/"�1 1.6�i 2.1.ra f ,. r.,�i 0.13 Slt 4AM 3.8 3.4Y D ;i Id' S• 1Z' r 4a T.a ?.�� .�5 Jla85 4,00 18;5 0152 258 I� Q 0.24 7T 1 �4 1..83 1 2.:53 1 latt 0.18 I. JRl1 s% r BLOCr.:G' ARE REQUIRED 't;r1EN": �rER THE PIPELINE : CHAAG1 a (ARCC11001, C;itr MES SIZC, DEAD ENDS riW AT VA! VEs. 2 USE 2500 P.3.1. CnX10EJZ 3. NQ CONCRETE HAL BE € OURED Ott ANY PART OF Fti� JOINT, 4, 11IF CONSUL T= Fh GINEER SHALL BE RE:iPONSIBLE TO '1PIE VERIFY THE. 1"WE, & 4M 01' ALL 71IRU$-T OLOCkS,HTS '' FIG, W—v N N 010 A0 % Dustin E. Greene Uc. No* �i16 55833 IONAL �q5;1, NOTE' I-MRAN F MU-ST RE EQUl40 WIH GHASRLOTTES— VfllfE THREADS W11Ctt IS 25CO P.S.i. CONCRETE — BASE AND IHRi 31'BLOC'K AGAINST UNDIMMED STABLE :;COIL STEEL 'MIEN THE SOIL IS DISI'URGO) OR 'tdl EN A H'MRANT IS LOCA1ED IN A FILL, IN AAD1101 TG POURING t;"`.iNCREtE, A STEEL PILF SkIALL BE USED A� ADD111ORAL WPPGRT. &, x 6, TF E K$1RAINED '.101NI I°ItTINGS N01E : 1. SjURROW10 `s489P HOLES Will -I GRAVEL AND KEEP FrTEF OF C=CKTE. 2, MAINTAIN A 3 1/2' MIN. COVER FROM ME EsIMI 'tax THE FIRE: HYDRANT ( I.NMUOING U11CHE.S j i. FIlrl�3tti !? GRA�iE $HALL SLOPE f4YA'f Fli{1r.1 THE FIRE HY9RArIi AID VALVE BOX, 4, THE GATE VALW 1i; ALLOWE0 IN SHOULDER i DE111M) 'ME tit l' :1•l. IT 15 NOT ALLOWED iN IIIE iltr't�l. 5. FIRE HYDRANTS SfJALL BE rNsTALI_ED AT LOCMlCW; YMERE' OLFE HOLES ARE ABOVF. T}IE PREVAILING CRLTiJNDWATER ELEVATION, 11° REQUIREU TO BE I;,1 IhET AEAs, tW>m '1i`!=F-P Hot_r�S STtAILL fiE PLUS, F.D AflD THE HYDRA*IT SHALL DE PUMPED DR`A. 'r t( ICAL LIRE HYDRANT ASSEMBLY DE rAli Elie. W-4 161 11-1/2�z6 Qj Q) w LnZ oll W "` N = 00 z �a 00 Z cc W } OU Wz � Q U �W N �o z6( 0 Cq �n , W �� 29 W 0 (i Z V O � W 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 OCT. 9, 2020 DATE J U LY 24, 2017 SCALE AS SHOWN CO rl� V U) C) 0 CC) Z 0 > Ld W z O �Ls ® w J L.i.t Q W V W m V/ 0 VrrJ �� L) FILE NUMBER 17.0130 SHEET SP1 N r1m SITE DATA & GENERAL NOTES > 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 GENERAL CONSTRUCTION NOTES: > GREAT FALLS, VA 22066 CHARLOTTESVILLE, VA 22911 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 CASCADIA DEVELOPMENT, LLC. the permit. Where any discrepancies occur the requirements of the permit shall govern. 170 SOUTH PANTOPS DRIVE 2. All materials and construction methods shall conform to current specifications and CHARLOTTESVILLE, VA 22903 standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved LEGAL REFERENCE & SOURCE OF TITLE: erosion control plan and shall be installed prior to any clearing, grading or other DB 4209-088 construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 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 achieved. SOURCE OF BOUNDARY SURVEY- DOMINION ENGINEERING 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 SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEYS 03/12/03. FIELD VERIFIED BY DOMINION ENGINEERING 11/21/14. channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X 8. Devices.E Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #51003CO287D DATED FEBRUARY 4, 2005 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED, GENERAL CONSTRUCTION NOTES FOR STREETS: BENCHMARK(S): TOP of EXISTING SANITARY MANHOLE "EX-1" ON SOUTH END OF SITE = 393.94 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- WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY 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, TH�PR�OPERT�YISONED: NMD (ZMA2002-004), EC a revised pavement design shall be made by the design engineer and submitted with the test lc results for approval. Table D - Lot Regulations (in feet) 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 outfoll easements are to Unit Type Lot Width Front Build -To Minimum Setbacks be extended to a boundary line or a natural watercourse. Line Side Rear 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments Single Family 60+ 15-30 5 10 will be field verified at the time of construction. Additional guardrail may be required at Single Family < 60 10-30 3 10 locations not shown when, in the opinion of the County Engineer, or designee, it is deemed Townhouse 16-35' 5-25 3 10 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 Multi -Family N/A 1-15 4 15 seven (7) feet. Mixed Use N/A 1-15 4 15 5. Where urban cross sections are installed, all residential driveway entrances shall conform Non -Residential N/A 1-15 4 15 to VDOT CG-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to Table E -Maximum Building VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as Heights shown on the typical pavement section detail, shall be strictly adhered to. Blocks 1 & 3 50 Feet 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should Block 2 38 Feet the final plat for this project expire prior to signing and recordation, then approval of these Blocks 4-7 38 Feet 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 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 5.5 2,000 5,000 Block 5 2.23 5 20 1 9.0 1 0 0 Block 6 19.57 25 65 1 3.3 0 0 Block 7 1 7.63 25 65 1 8.2 1 0 0 PROPOSED BLOCK AREAS AND USE DENSITY Block Proposed Block Size (in Acres) Square Footages and Densities by Use by Block Residential Dwelling Units Residential Density per Acre Non -Residential Sq. Ft. Block 1 9.27 10 1.08 8,500 Block 2 1 15.07 96 6.4 0 Block 3 1 4.29 1 14 3.26 0 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. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a 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 approving authority. BLOCKS 1-3 ADT = 34 SFD*10+26 DUPLEX*7+60 TOWNHOUSE*7+8,465 SF OFFICE*44.7/1000 = 1,322 VPD 6. 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 '�I'����I'��I'-�I -/"��✓'"�I''-�J''��T�I'���`�I''-�I'-��''�I'�I"� 8. During dewatering operations, water will be pumped into an approved filtering device, PROPOSED USE: TOWNHOMES (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 the erosion control devices shall be made immediately. ( ) POST -DEVELOPMENT (Ac) 5, 10. All fill material to be taken from an approved, designated borrow area. RESIDENTIAL Lors o 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. (INTERNAL) o 0 4.441 t8.1 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 o 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 9:00pm. OPEN SPACE/PARKS 24.584 100 9.567 38.91 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral TOTAL 24.584 100% 24.584 10= 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 IMPERVIOUS AREAS: 9 PP • q • ROADS/PARKING AREAS: 2.990 ACRES CONCRETE WALKS: 1.012 ACRE PROPOSED BUILDINGS: 4.532 ACRES DRIVEWAYS: 1.085 ACRES TOTAL IMPERVIOUS AREA: 9.619 ACRES 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 and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 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 Tail 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: inspector. 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 TOTAL OPEN 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. Y *PARKING REQUIREMENT IS MET WITH ON STREET PARKING AVAILABLE ON ONE SIDE OF THE STREET ON TERRACE LN., DELPHI LN., AND MARIETTA DIED. 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. 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) OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. GENERAL ABAN ABANDONED) ADJ ADJUST AHD AHEAD APRX APPROXIMATE BC BACK OF CURB BFE BASEMENT FLOOR ELEVATION BIT BITUMINOUS BK BACK BM BENCHMARK BS BOTTOM OF SLOPE CB CATCH BASIN CG12 ACCESSIBLE CURB RAMP q CENTER LINE CL CHAIN LINK CMP CORRUGATED METAL PIPE CONC CONCRETE CY CUBIC YARDS C/C CENTER TO CENTER C&G CURB AND GUTTER DIA DIAMETER EL ELEVATION ELEV ELEVATION ES END SECTION EW END WALL EX EXISTING EXIST EXISTING FDN FOUNDATION FIFE FINISHED FLOOR ELEVATION GTD GRADE TO DRAIN IFIRON FOUND IS IRON SET LA LANDSCAPE AREA LOD LIMIT OF DISTURBANCE LF LINEAR FEET LT LEFT 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 MAX MAXIMUM MIN MINIMUM MON MONUMENT CONCRETE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OH OVERHEAD PE POLYETHYLENE PERF PERFORATED PROP PROPOSED PRVD PROVIDED PWW PAVED WATER WAY RCP REINFORCED CONCRETE PIPE REM REMOVE READ REQUIRED RET RETAIN RT RIGHT R/W RIGHT OF WAY R&D REMOVE AND DISPOSE R&R REMOVE & RESET SD SIGHT DISTANCE SQ SQUARE STA STATION SW SIDEWALK SWEL SOLID WHITE EDGE LINE SWILL SOLID WHITE LANE LINE TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TS TOP OF SLOPE TYP TYPICAL UG UNDERGROUND VESCHVA. E&S CONTROL HANDBOOK YDS YARDS 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 CONTRACTOR'S COORDINATION RESPONSIBILITIES LEGEND � EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION PROPERTY LINE :. x 125 TC TOP OF CURB ELEVATION ADJACENT PROPERTY LINE 0"" x 126BC BOTTOM OF CURB ELEVATION -- VACATED PROPERTY LINE x 125 FL FLOW LINE ELEVATION EASEMENT x 12EOP EDGE OF PAVEMENT ELEVATION o--- 0____0- ___0 --- BUILDING SETBACK x 125 SPOT ELEVATION --- BUILD TO LINE x 1:2TW TOP OF WALL ELEVATION ZONING LINE x 12 8W BOTTOM OF WALL ELEVATION TEST PIT LOCATION/BORING LOCATION LIMIT OF DISTURBANCE BENCHMARK ............ FLOODPLAIN LIMIT IRON FOUND BUFFER ZONE "TY.A RMA - - RMA - RESOURCE MANAGEMENT AREA UNDERDRAIN s RPA RPA - RESOURCE PROTECTION AREA --"----•--- DRAINAGE LINE - - ROOF DRAIN ........... - EDGE OF GRAVEL SEWER LINE EDGE OF PAVEMENT := CG-2 - TRENCH DRAIN STANDARD 6" CURB CG-3 WATER LINE STANDARD 4" CURB CG-6 FIRE PROTECTION LINE COMBINATION 6" CURB & GUTTER WATER SERVICE LINE COMBINATION 4" CURB & GUTTER - GAS LINE FIRE LANE STRIPING OVERHEAD ELECTRIC WIRE 49E BUILDING ENTRANCE UNDERGROUND ELECTRIC A LD LOADING DOCK OVERHEAD TELEPHONE LINE s BOLLARD UNDERGROUND TELEPHONE LINE ?.? Q DUMPSTER PAD CABLE TV SIGN - I - DRAIN INLET STEEL GUARDRAIL DRAIN MANHOLE -- - WOOD GUARDRAIL [ PLUG OR STUB FLARED END SECTION PATH HEADWALL ......�._...., .-.,-�,.,. ..,- �� , TREE LINE FENCE ® SEWER MANHOLE STONE WALL o Go SEWER CLEANOUT - ----- RETAINING WALL ® WATER VALVE & BOX STREAM / POND / WATER COURSE � FIRE HYDRANT ASSEMBLY ---- -= DETENTION BASIN O O WATER METER SILT FENCE © WATER WELL 12 CONTOUR GAS VALVE - 00 ---- INDEX CONTOUR o� GAS METER PARKING COUNT CROSSWALK .�...,`�, ACCESSIBLE CURB RAMP HANDICAP PARKING ( �, VAN -ACCESSIBLE HANDICAP PARKING v __ 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 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 DESIGN ERS, BUT SHALL VERIFY C 0 LO ATI N OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPE R R 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. CONCRETE PAVEMENT / SIDEWALK 0 o RIPRAP NEW ASPHALT I_J GRASS EC-2 BLANKET MATTING EC-3 TYPE A EC-3 TYPE B ® ELECTRIC MANHOLE EM ® ELECTRIC METER + LIGHT POLE O TELEPHONE MANHOLE ❑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. WETLAND 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. 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 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 STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture co ntent. All fill material r' 01 to be approved ed 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 place until the site is stabilized, and permission has been obtained from the County erosion control inspector, ARB NOTES: 1. Visibility of 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%. 4,o'TH 01 D 4 1 rP �O � �­7 �. Dustin E. Greene Uc. No. 55833 1** ORAL 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 OCT. 9, 2020 LUL DATE Y 24, 2017 CO Z 'r� o 0 Co W " 0 ..� Z 0 (.9 CC �S Cr 05 ® Z V) Z LLJ0 LU 0 M W,0 Q UJ w ® W Z 0 uu Z W U W 0 0 FILE NUMBER 17.0130 SHEET SP2 01 * 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 L'rg aF Dl�, U w a FOR THE 1" DOMESTIC LINE. IF THE METER SIDES AS SHOWN. STEEL PLATE SCUPPER WILL ALLOW SAFE PEDESTRIAN PASSAGE ON SIDEWALK ��`�� o �'� (� 14 SETTER IS NOT USED FOR DOMESTIC USE, AND STORMWATER TO ENTER EXISTING STRUCTURE `� r W MOVE METER IN THE GRASS AREA BY THE PROPOSED HYDRANT. ACSA WILL NEED TO 18. CONTRACTOR MAY ROTATE TOP OF * 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 Lk. No. �°''� Z 0 °� m Vow - USED DEPENDING ON METER SIZE. ALL PROPOSED 55833 SPOT SHOTS ARE PAVEMENT SHOTS UNLESS CALLED OUT. o�g��10/12 Q.IONO �1�' Z O 0 cc (� �W >0 LL Z cTn� a Stony Point Road Stony Point Road hh Z cn V rc > J -Q; �' w W Route 20 f j ' Route 20 Q o Var. Width R/W \ Var. Width R/W - ' \ - 0 z m c� Q .. a . t -- _ J 5 (EIDP , t \\ - _ , X •• J jl CW V CV EXISTI w (0TEMPORARY � � I CONSRU ESMT DB- 54- RG 265 cn` / ! \ A. t � 06� \ O v '/y/ r f I' err i rn �I aC>'r 7 I' i _�.:i0i S` 1iA11-\S'd jC EASEMENTSTORM f u' <�I I"€? i'C� I0 4 SEWER / CONNECTION -POINT / _ -- -- -_ - - % _ _ I �- I Y y cD .{:.:.� �\ crc . :�- \`' 77 --- -._ ......- ` - !� PROP. WING .----*--NOTE: FOREBAY-.... _...} "SHOWN a v ,___._____ _ - C __. f ` .m . `, a r , _ x .., GRA GIS WALL MAX ` PER APPROVED.. WPO---- 3 N78'14'39"V --1 \ \ / _ � „'E / / / - -" , __. _ _ M... _ ._ / \ 4 �, HT = 2 / "��. 013-00032 - 5.30 / N 11-45'2;1 \ \ / / / - '` -.._.� - `II EX. RTY LINES i -- \ REVISIONS 96.55' \ ti \ / / �, '� �r 4' IDE YARD SET lIV VSVlO / CHANGE OF ._ CPP,-36 / - -- - •ACK / I XIST PERM -7' 1/ / p J PROPOSED USE l - ,I` q -- 36'` HOPE OUT=354.9 - � . _ = #_ TW=373.0' BW-367.5 1 MAINTENACE SMT _.-.: F ," ,, -' • :zF#"- - 1A < 6 HYPE OUT=354.9, 4 _ - - JAN. 18, 2018 INTERNAL REVISION : 1 20 PR!!/A Ir - - A(3E LS dS C. \ I ._. , DB �r73`l,. c?r Fla 4886 PC �{c�0 � � i =� MAX H=5.5 i PROP. RET. WALL W/ TW �� _ � TW-366.Q QB 54. PG 265\��� } , BW=365.0 H�'1 I � 64 `,, M .5 4 63 MAX H=1.0 x c - - 3 ' �.. � ` � � � � �� P(' ' - �� -' o x I BUILDING FOOTPRINT AUG. 20, 2018 N ' ( ' SAFETY RAIL f , _ �� ' �i COUNTY COMMENTS •- PORTIQN OF STORMS WER TO BE crr ::� + t+ \ T - 1 W_367.0� - \ BW=365.0 :� I �""' ' r .../ * / i } o � APR. 2 2019 , � w - REPLACE BY I - � CD 'i I � 1 - =-� �' ': - MONUMENT SIGN; Ij ��� c, 3 PROP'. YAR DRAIN ' j MAX H=2.0 \ _ ' '� 1B I TOP: 361.5 9 ; ` �' � � x i n • , • ` COUNTY COMMENTS AUG. 14, 2019 \ �tt DOGHOUS MANHOLE i d 1 � �� �""� w �� 1 } ' ,�� rn • , • & 6 eA e9 3 1FN 1�) -- C:b }' 1 00 '\`�. i I i__ 1 1 I 1 ��, "„ w' % > u I(��-i, ('l, l ^I r^ ,\ ,. V q l� ' s� t l I -.._- I I f I ` • • W • a z . COUNTY COMMENTS OCT. 9 2020 t PROPS 2-STORY BUILDING ' m q q w w � N q ` \ \ LOT 26�/ (OFFICE) ,_ ! \ ''' \ ` \ '', 1 �' qM lE * q EXISTING W w WATER m \ ON BASEMENT n F-1 8,465 \,. F TOTAL LOT 267 , rn `� FFE=375.5 (OFFICE) n ,l x ', I 1 t ;, , z . a' -� • , ° <' z _ --- - - .. - 0572 AC. \ \ \ \ I \ N q METER PROP. ROP SANITA RY m BFE=364.5- - . 0 5%�? AC. C7`� c , ; _ -r O t _._ _ a 1 i \, RECESSED SAN U, MAIL. v _ I r DATE \ \ \ \ \ \ � FORCE MAIN ,� -- _ _.__ _. - PUMP CYLINDER, ? ', � -DROP \� \' e° ; \ '` __\ - -_PROPSED._ ELECTRICAL BOX ' T!V( 369.5 N n I N � I DULY 24 2017 , SANITARY SEWER `Z \ \ \ \ __ C/0 TBR, REPLACE W 2" I / BOX T _ PROP. ..._ PTV TW=370.50\ ` " $W , IMAX 3Q4.0' H-5 5 \ \ \ - } I CONNECTION POINT \ \ \ \ \ \ ti . \ \ `. TO 4 EXPAND 3R �� - �� } FDC �`� MAX H=5.5, x`, ,8, PROP., .CO►JC.' SIDEWALK WM CG 1" r r, :,a FIREHYDRANTI ASSEMBLY TO BE ii I €( I PROP WATER \ \ \ CONNECTION POINT \ \� \ \ \ \ \ \ \ \ \ \\ tiS2. �' \ OS; �, Ag ,, \ \' �• `` __ - _ _ „,1 1 METER i3 PROP. RELOCATED X FIRE HYDRANT I „ 6 X6 X1 TEE -�. l \ k; `. II' LEEY \ T . 1I ITAf� �, A I,IE , II w 18 PR P. SID WALK - .` II IR RE SC TTER ATE o ' \��\ _ EXISTING PERMANENT MA NT _.._. - -MAINTENACE ESMT B 54 PG 265 - ___�`\,_ SCALE „ _ , 1 20 RELOCATED ?� \ �., �'--_--,,. -__�--- - - -- " I 3 \ » DOM W L ,, W-S-- ;.. , � � � \, \ _ _ --- - -_ � �,�.:- w > AN).,,."` , (VAN) \ \� T PORTION CG-6 TO BE REMOVED I Ln. 20' PRIVATE \ \ -__- __ DI�AIiAJACE I ASE11..%i I \ \ `DRAINAGE `,.-_ \ DB 4886 PC 66C� \ � � - - - - �- -- -__ _•., __ ~ - REPLACE 90' BEND W/ 6„X6»X6» TEE w} W 6" GV & BOXh°` ``' / � PROP. EMERGENCY VEHICLE ENTRANCE : g 6 W/L > , _ �� ::�20' PRIVATE D , BW 375.5 ` S d� , -370 EASEMENT DB 4886 PG 660 - _ TRA SFORMER TO BE �, -5.5 o ` -5 5. RELOCATED �, ' .. -.- 10'LASS ' �., ,.. _� ,��;,, G' '�r :rlr° V , � .'� .� \� ;� 1 . „ I ,I ';F III 5 ,I OP. RET. WALL ........ 1 09x TRAIL TW=3 8 _ H 2 358 TW' 3 -- - _ _ H 0 360' - ; oo SS �� WHEEL STOP - > > S W AFETY RAIL..... s8 \' / WALL W TV \ % -•. - _ _ ____ _ _----- --- „ 30 TWO-WAY k\ COLLAPSIBLE BOLLARDS 19 S (TYP) + `Ssr�l,� sr� . 8 9.0'` `ss� 1 t+ \ `� ;f ;- RETAINING L I GEOGRID 2 P A K OV .RHANG II _, A. _ _ - _.. _.__ _0� - - _. Li- (� / _._ _ ___ PROP. 5' CONC. krs SIDEWALK „ S"" 2' PA KING OVERHANG I D; _ _. 2 .0' , f ` O �' i I - -EXISTING-TEMPORARY- - _ . - - r� 0 :� \ \: - ,. _.. w _ - _. _ - �. j _._....rn, _ DBN54�PG 265-ESM / / - -' ----- h 6 P > I 19 19.7 �-LOADINGS ACE ` 6); SS 108 .._ _.......... .._._ _. - - ..�.� k / 00 ^ 1� ~�+ `..,..: PARKING 012 x25 ,-' 16.0' _ W / t N _ W h a>s GOS SPACE S >S oll�'l I �r ('3 DELPHI LN. EXT. 62 PUBLIC RAW c� I .� 'i I ( DELPHI LN. EXT.Y N P STRUCTURE TOP TO RE REMOVE oFi_ DB 4732 PG 678 I, r PORTION STRUCTURE TO AND CG-6 TO BE REMOVED / \ 62' PUBLIC R/W DB 4732 PG 678 ` cxx r-''� REPLACED WITH DI-3B o rr, �.� 4. Rl ' A (o TOP FROM STRUCTURE 2(y "° C5, PORTION OF WALL E PROP. RETAINING WALLS TO BE DESIGNED BY OTHERS. i.�,.� Z �, U cr, _ S78'41'1 I » . A 9.0' ._ ' / 4.00 EXISTING .20 , 2 PA KING VERHA G ~ / 133.11' CURB/GUTTER EXISTING SIDEWALK ` CG-2 i 4' S BACK CG-2 _ _ ____- �' m 0 _ _._ _ _ S11 "18 4 ---__ I A1C?fit AF'Y ECG r - - f .( a DU 4886 PC 6{0 _.-_ �� 5 CPC 660 aE��I N"� STRUCTURE TOP TO BE GU TO EX STING r�13LAND ..� 0 - -CURB,. RELOCATED TO STRUCTURE EX. WALL I I o 'b o S11*18'46"W 0 6.62 I o I RECONSTRUCT RAMP AND THE C RB 19, AND REPLACED WITH N DI-1 TOP. N Q o (� b h a y -, o n CONNECTION TO THE � ti TOP ELEV=375.2 o I y y I Z y c„ o � � EXISTING SIDEW LK. - -. i'-• 10 t, � I I IQ W BUILDING WILL REQUIRE A KNOX BOX.LOCATION BECOORDINATEDWITH THE I FIRE MARSHAL'S OFFICE FILE NUMBER I I I I I I i 17.0130 I I I I NOTES: EXISTING CONDITIONS & DEMO PLAN 20 0 20 40 60 BUILDING PERMITS ARE REQUIRED FOR RETAINING WALLS EXCEEDING 4' IN HEIGHT. LAYOUTZGRADING PLAN 2,0 0 20 40 60 - SHEET SCALE: 1" = 20' ACSA TO BE NOTIFIED 3 DAYS PRIOR TO FIRE HYDRANT RELOCATION SCALE: 1" = 20' SP3 A lull EYE HOLES FOR NOTES: 10' PAD LOCKS 1. DUMPSTER WALLS TO BE 8'-0" HIGH. 2. PROVIDE CO C. N PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR THE GALV. LOC 0o POS 3. PRO FILL SEE YELL 4. FINIS CMU ENCLO PAINTED T EXTERIOR --- - - ---- - - --�COMPOSITE-B - LAYED`HORiZONTALLY-- - KING PINS IN THE OPEN AND CLOSED ITION. VIDE 6" DIA. PROTECTIVE STEEL BOLL ARDS ED W/ CONC. AND PROVIDE CONC. DOME TYP. PLANS FOR LOCATIONS. PAINT SAFETY OW. H TO MATCH BUILDING. SURE TO BE 0 MATCH BUILDING COLOR LOCKING PIN RETAINER 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 ......... .......... _-......_.-.. .. ...._.__. NOT TO SCALE STRM 113-1A PROFILE 375 375 r I .z N a ^ to - QQ Ln i 1n M J a o 370 Z ¢ 370 0 365 365 EXIST.. _ PROP GRADE ..... _. GRADE 360 _ : 360 .. 25. 5'=15' t+DP_ ® 3,05% 355 355 350 . m N 350 0 0 345 O N:N ,rgj-.. � ._ rt M.. 345 O O...... 7 7 I ........ N II_. _..... .. 340 Nz 340 10 00 10 50 - u ' r O' ACCESS t 1( i 1 A=0.10AC k t " of o , C = 0.40 tI o S rI'c 5 ruin 1 P - � p� 10 t of -If ry w' CASC10fA w x�agiE Briar %tr �y w STORM SEWER --PROFILE (ST-M -> ST-1BST-IA -------- DRAINAGE AREA-- -- - -) --- --- ------ ------------------------ 1loriz. Scale: 1"=30" Scale: 1"=30" Vert. Scale: 1 "=10" SEE 31NJDAFTAD UL•IF,'BR f5PLICABER:Y OF SATEtY sL as; 7 <�, .3-"i' 6--. •-�1- '� SrU.A,R11DD{! ilk iR' Edit, b CU'VER �,, NOTE = THErOa GFAL4i:GFs;`! i' F 5 TQ� � LEFT £I}fEtCEINI'T'LOW 70 �.i,t$i PkOFER- � � I } j .' 6R,&E 8T it+E lr;E OF THE E1R'CR 13Rti6, Ai €SrtM.TED 8r THE £t't«;.u,fEa. +. _ ( - - ) -V ,7 . c} fi t - 6" F EAT AND 114 DETA1LEo STANDARD ! D" M . u /1<T ;•1. i D OPd{-P STAY t7Y % FOR TAPERED SECLON y � r'�•rt- •• . -.C, ,� Wif f 5£C7�4NT iEE RY A'1%R0',EO'iiY TTHE ENCx1EER. . siD >Fa c' HALF SECTION A -A 4 T'-F--iM•,- A ft" _` 6 iWiTH FRAME AHD G4VER REVOYE&I �,�:.. BRICK CONCRETE If•� t '� - �.' '� a£veL 45' t✓Jt£S A G7 THOUT f!IjI 9P4-RAMOISITrt MfJDISFLA"O rKi` r*• .. _ 9Y Fx'Es .1AU37' "..i DEfY.{GT£ ; >s - v D Dar T A4P TRV A I UE .3 A 1 NiES, 1'kU._ LF GF7HfIiPIES nl•• __ r-•Z. 4 a TiASE T`raCH(trESti .,r + NV L EO 4 ;`{ +34ii€If£T?' .OI,F'OTba, CF1NCnEto QUAt4UT:E.. rtP [H -RICK MANHot-_ ,1 pLi !, A M _ «. 1, '. IN f J. Cf FjgzNtY f0 A€1L'" F.< ¢E xp. FCiF EAC H aru, GONcs 7 or, ----•. E 6 C CRE7£ f� ACDI IGtlA6 rJQT t)r 9EP'tiT. Y {,- �. r•-'- S "LL`f� < FE£T TFrf+u-aAilpS CU. `YfRGS iAS: LARDS. i i^ •Jill 1 FISOITNO, 4 _ 'O.: 9.'!a5 r,iS? 4.MAIM2&5 MAY b ,F to CONCRILIC OAT - L 301' _ 5 0,j APPROVED GGrY,.RETE MNaLCS.E' BLOCK, _..,,.... w 0�785 ..'�La53 4.'d (-'53iS 1,061 #. IF L§"11i..JRE UFSEp T -. _ HE AbFT M"m'-„- '. • .. 't t,p 0.785 3 13 tT3CKr�ca5 t'k' i3%kE r5 Y4 8E „,- • > 8' L2 0 i$S as9 OnR TH{ChtIE3`..ES ARE TO CCHFORN • - TGTTACXK55 SN0611 FOR 4-- O.7fi-i 2.74Z� CoN.°TEE E4/Ur,IER 4' 8 F(7, WAIT TfSQk) .aS) O L4 OJES 100BI d1troNcAve 10 BE C1A36 4. 11N- 13 +3.07D s.a95 SECTION B-3 Tz xz -? Rr v,'MiLIH 5PFC€ED OR PLANS IRE R3 2•5 0:�wo, 4.17 1 INVERT tS TO aE S7s<FED IN BRICK CONCRETE OR i z a 9.s37D 4 s<r ACCORQAf+ E hITH STN,DARO I5-1. THE ,COST Gr FCF14SnWq AND PLAciNG CONCRETE BLOCK ' � �? 0.17D X1,os ALL rxREtITAL to TPE tSq.p7R P+R,Paq IS TD BE 'NCt4DEa Ui FINEu,,D It 4.D L)FS q t31'G PRICE FOR DIE 5t5LOTGBE, d.?'Rf:MEPIT p.4.$ J �2 iFiCAT10r! ERFJ,Ce: �VE)I-i MANHOLE FOR 12" - 48!T PIPE CULVERTS ROAD Ad? Demo& 31,440Hos 30, °bAGaIIA GEPtY'3.7tiI Of 1R.AIV PrATglti*er. Rvos✓n DATE I ST44I I or 6. IC� fir MANHOLE DETAIL .__..._ _ ................ .... _ ......_.. NOT TO SCALE iv �- L.._ �tl t � ,'�} 'rat t `'.,. 'i�it✓ � ��1",.�. -) k / 1r. ji ADA -VEHICULAR CROSSING Scale: 1 "=10" FROM POINT TO POINT AREA DRAIN RUN-OFF COEF. CA INLET TIME RAINFALL RUN-OFF, Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPACITY VEL FLOW TIME, MINUTES ACRES C INCREMENT ACCUMULATED MINUTES IN./HR. CFS UPPER END LOWER END FT % IN CFS FPS INCREMENT ACCUMULATED 1A 1B 0.10 0.40 0.04 0.04 5.00 5,57 0.22 356.40 355.61 25.6 3,05 12 1 1.66 2.12 1 0.20 1 0.20 -Value 0.012 229 CALCULATIONS _ Not To Scale NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON�\ FRAME &GRATE TO MATCH BASIN OD MINIMUM PIPE BURIAL DEPTHPERPIPE (5) ADAPTER ANGLES VARIABLE (3)VILABL (ACCORDING TO MANUFACTURER /0°. 0°ACCORDING TO PIANO AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN. MANUFACTURING RED. SAME AS MN. SUMP) (4) VAP30US TYPESCF INLET &OUTLET ADAPTERS AVAILABLE'. 4'- 30'FOR CORRUGATED FIDPE (ADS N-12hVACOR DUAL WALL, ADI SINGLE WALL), N 12 HP, PVC SEWER (EX. SCR 35), PVCD'WV(EX. SCH40TFVCC9fIBI)t6, CORRUGATED & RIBBED PVC WATERTIGHT JOINT, (CCRRUGAIEDHOPE SHOVO4 I - 8•-SO•DONE GRATESEHAl16EDUGHLEWONPERASTM9S6 GRADE7050u5. 2 " 3' & W-DOMEGRATES FIT ONTO THE BRAN 61SWS WITH ME USE Of AMBODYIOP. SEEDMVINGNO.MI-IIW45. 3 - DPAW BASIN i0 BECVSTGM MANVFADNREOAGCCPDIHIG TO PLVr DETAILS MSERSARENEOEDFORBASIIISOYER84.OUETOSTIFFING RESTRICTIONS SE DWW'WG HIO.lW11f0U65 4 - DR' MGE COHYIECTION STUD JOINT TIGHTNESS EWAll. CONFORMTO ASTM DS212 FOR CORRUGATED HDFE (ADS H412,AMOORDVALWALQ, N IV1 . &PVC STONER T-24j. 5-ADAPTERSCANBEMOVIREDONANYANCLE0•TOS60•. TODETERMNE hllIYMJMANGLEBETWEENADAPTERSSEE DR NGN0. IWI-110L12 s . a•30• DONE caarESHA�E H4o LOAD RArwc. 0) VARIABLE SUMP DEPTH ACCORDING TO PLANS ._. (5- MIN. ON IF-2T, IOr MIN. ON BASED ON MANUFACTURING RED.) THE DACKFILL MATERIAL SHALL BE CRUSHED STONE OR Q TITER GRANULAR NYITERLAL NEE TING THE REQUIREMENTS OF CLASS II MATERIAL AS REFINED INASTM D2321. BEDDING&6ACNFILLFOR SURFACE DRA NAGE INLETS SHALL BE PLACED & COMPACTED UWFORMLY INACCORLIATICE WITH ASTM C2321 NY_LOPLAST YARD DRAIN_D_EFI'AILS Not To Scale 1 _NYLOPLAST PERFORMANCE CH_ARTI1 Not ro scale C15-12 141E LJMPt},*rLN Th LF'GUnl3 �FAhst'S ti(?`>I i �F -THE FVLL'Wa VI n r Yr' c i H 1.i1 EI hi I A I E 5CEA L TEE TH r 1 Y n I I CHES dtEA A• ='fed n �E Y r fl -" /. �• uT w'HEr, .tE h + GENERAL NOTE+? 41 EO if 2 t$'t { 4 Yl LI E6ui FEET? f ET&3 TA.Li E tAR= UiiG SLFF 2, E gaf EA I l II" 1� YA")ar 7, THE ETt`;TrhLc W`gFl SHALL BE P,i0 rI0 E0 FIT IJYCATE,1 t)GSIEa. E LN OF THE LIVE ITE la I A E ,i:iATE ('hY ITEM ANT} ..HuLll; 2 EETECf Lc lAuua 'SFtcLL OE F2CN THE ry1ATEIIIL A�fl F2r} gD LIST FOR HE StAIUARVEJ FOR DICH C R8 C T Riwtl- IETE CIJIF NNTS+ sTHE E ,W-L ldT «'7F LIS IGJ :,FinLL VE T. GE'N''L� f.Etd6s 2.t lr A)S `THE EO )SURF .2 F THE L IJE L MITI T FOt ti A ;*GsTit LE d'7 xdtt I w I]ECliC UHFALE ..W1 HCR 3E uc MITJEI TO THE T.74G„F[.> AA:D a ETI L ES�FI E4ThAti FGh to FH0 dL i 3. ELOO a '•ILBY OF GCUri�JPE 1Z RA-.0' MAY LIE FJ'IC hiJOI LITHEhLLY t REI RAA FLOOR •.,n BY L I G EnFI IdLE CD^}TP16 tICr. 4T11Ni NITtI r'EfYJIREDnAR:3. 4. IF kA IP FLOUR IS F`RECAST HrLES P{JIT EE FRDAICED FOR CohEL BARD 30 THAT A,);olNl'�' L:AiED IDES CAdi tE OASr Ili FL.'.E_'E AFTER LACEeENT OF �" -_ '- +- MAN ._..._..._... ,{,.1 PEEL AaF Ratkf? FL40R.. PFEGASi COST ETE: SHALL BF-CLA55 A i '--". 5, F.E,LIHEU J%Ta ARE TO) BE 40 S R 8 LIN40, 1 (,ENIER TO 4 IIEi il.O G TYPE A BOTH SIDES CIF TtIE,R.vvl'+ FLrdU:i,III,' -TH CF 1I FLOW, VI4k,IJ:. PERPENDICULAR L.t r NETS _3rEH r v, OUR-9 i 4 OEDT AN, GUTTER R cI)Rr V4 ITI..B AD,IA',CEriT TO CURD FAY.P-^, , ,� ��r)?'. "`"., htE I�tiLCL.ED IN PA'r?.TENT Fr}T ,.G iB / CURB W:0 4i1TTElt. W`T' �,t ;✓t �� :''MI T4 Ali ._ 3 rti' ukacRmos E S c 1 T E L t TE(3 ASSHOWN04 THE r A •'" T• . A £ L 1a UH As I Us )h E IEU s a Y Tt Y' " S E En £E THEY AE T r ... C 'E P70VI E-S Ai IN ERa T E..TIaT> tiartlE�"•EVER'. � ...--- Ai .7 + L> MAX � = __ A r d _ 1 E :: LE i<f i ': I ,I E E YTW TNE`I HT NAY F A Y 'i4 LF 1 W HrAt F l A(. LIT ,3..: CRU Ea ,; Cv'isJ REtiF•ltLLET' OF'NHETHET I EN L•c Iz E;(15TFr f.fOPGSEU, ----•^"""""-'~ Trd Nri$)ExIS7F14T, THEY SIJ'r LE LOCATED W11FIT HrLf MITE''. LIi+JP PE„CSFPI N C=t0%10LRS AS 5 )A N CN PLANS 'R At iECT THE GISHOULD Y,>r -E LO 4rE0 EHNJ 4EtLE Sf0> LINES; L'SrN. LII.POLES t E I ••^'""' .-- TYPE .P-E_. 3 ItLETS,ETr ACCES DLE ROTITE4 1VI E A ACNflxi)CLS PARALLEL o LkeSTR CTEO -,TABLE: FIRM %D SLY P,E%STn:? PATH Ot•NE TDtC •'LL ;.e,^ta,' A < E IBLE ELE +ENtTS OF A FiCILITY THAT C04 JE APFnVACHED, E TEREO k � ✓,; �f a*'>r� All 1.60 of FE. Ea 1ri7Ah'i, `. �r•.ftv%^ 8 T Y iS,YAY F RLACEU CH R,%IAL OR TANGENTIAL .ECHIIIN4 2' .[EfO THAT `'��.' ��"ts 'a .. � -^'-"� }•Y'1N rd$�A i HE 9 <.IA r+"IC " 3 E I IS = L CED AI IT 10T r A TH [HE L C -F THE e, „Yd . A ; G L< t0 - x� 1 THAT THE `LOSE AT THE G fVt,Er,TI:,:N CF TF,E-,.,i ()�Enbt. Iti Al \ h w.. r"•Er1TEt! I.cLAR TO THE CGRB. r - - - - -NonN 3. TYFL.AL CONCRETE. SIDE4-'LK IS 4 THICK ;THEN: THE ENTRANCE RtCANNOT ENTRANCE ,Gill J s. r h LVt , ffFE THE TLT V J TfE -HJ. OVV OF A,tiENT AI _ HEAVY TFi=JCf.-"_- TRIj.- FER TO T 'F:D RF C{,-73. I.I)VftERCIAL ENTR.AT:L'E .IHE,�VY "c''I"I T?J�.K 7R, FFls.) r,.R COflCRcTE DEP1T4 2 O. WHEN ' RA 2 HE CUnJ �M b E USED T ' 6 U f CF- E S t HaW. EJ I E r'tTN, THE tlt1VCA4 MOTH -HALL ,rE THE NL)TH <;{- TFIE HA+T Et ' E PATH 11. 'AHE, CKLY rfE CURE) FT.-!J. IS !ROVI EO FOR T40 ck SSIN I G NM_i, TYPE C A V, a LSNLINC AREA tHLALL'E PROVIGELT TO NAIE'v,Ei A 4TIEEL611A1=4 PARALLEL PERPENDICULAR INTO FHE B RO`aaVtLK W1Tri0.Tf L4Va INTO THE IRA/EL.YAY. rKi 41 x A• LM I I M,EA k11Y ,ACLU E THE CUTTER P f r _ A•tL A ri L -I Eli'. 3CId rrE o HEf E C. FEU R S I E T I TER Er`T A RA::I L 'E,"Tlu^o ,^ 7;� F Clld,T 3T. Ef3rtr M E9 -R Tf EEi ::uN. F� TIJ 1S THE ETE TAS:LE ___. ;Y UIr SURFACE „HALL. HAVE_A Ft,=Re. Rtro)f.13 Gii 8E FIELD- f Tr_.._ U..,IFI_L AS NE.-_MM Ci=="'cr 'Ct a°• : C' ^' N.'. a•' _..�-..�- 2 f d t3 0 ' ACE - .. a J J TtiE MrSi>F „T J rE i T1 YA7.rl ' .. THE 3 .. OF Gt#:.i3; X4, ;IIiC; Rh2.Tr' l�F- i t.� Cl :3. G C) 0 C) Q O 0 i} -J 'r:, 0 ). : 7 E� .� U 0 C) 0 Q C 0) 0 J CH 0 '© 0 E) F f a E AAA!ETEhi w ;D O 0 0 G G a G 0 0 0 0 O O a n O 0 a U ) 0 0 0 v 0 n IIETECTh LE NIRIOIG''*..,,^ AT BACK rF C'i-ti 3 ,SEif NOTE .2. _ LAaE0L1:t,4ETER 1,.:21.A'LE F LL WIDTH P:F RAFP FLt.OR I. "AY LIST TS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL y DETAIL 1V[:�O :PE IFI TIc:M1 CG-12 DETECTABLE WARNROAD AaNO G4RY.`GE sT,k"ti)NTOS 5HEFr ICF 5 REVISION DATE (GENERAL NOTES) 1Gu 2A:).f3a' 07>`T5 vll "IPJA CEFAHTIVEA4T OF TH,A,6's'6JiirA1li N 307 CG-12 DETAIL NOT TO SCALE StorrnwaterNarrative RESERVOIR REPORT The Minor Site Plan Amendment at Cascadia - Blocks 1-3 increased the impervious area by 1,320 square Nara a: Pond 2 (Retention Basin w/Aquatic Bench) (WATER QUALITY VOLUME REPORT) feet. The previous Hydrologic/Hydraulic Calculations for Cascadia Subdivision - Blocks 1-3 Revised June 10, 2015 show a composite CN value: yam,,: Pond 2 - Storage G T T R.ar1r,� GLR1r, [ LIMIT] DA-Pond 2 Post-Develo pment 46.90 Acres) : ) PtinraJ Lr , Elevation _ 345.00 (ft.) Maxilrun. Elevation = 3i!I (ft) Proposed Blocks 1-3 Elevation Increment = 0.20 (ft) Buildings (Cn=98) -4.482 [STAGE STORAGE I9FOP11ATIONj Roadsil'afking(Cn=98)-2.990 Acres Storage Method- User -Defined storage Sidewalks (Cn=98) - 1012 Acre Driveways (Cn=98) - 1.093 Acres Input Method, Area Wooded Area (Cn=57) - 2.377 Acres Grass Areas (Cn=62) - 14.072 Acres Plumber Elevation Area Ave. Area Volume Curru LT:. ive Volume 19.948 f98) + 21.575(62)+ 5 377(57) = 77.10- => 77 (ft) (sq ft) -- (Srl fc) (cu ft) (emu ttj 46.90 1-- 344.99 --= 0.00 = _ --0.00 ---= 0.00 _p v. '?he analysis here actually adds to 76.74 CN value 345.00 .)D 2d234. UG 14117.00 1 .CO 141E . 1' 141.17 3 346.00 30604. Oo 29419.00 29419. CO The added impervious area would make the composite CN value to be: 4 3-8.00 3,380.00 32992.00 C9P,1.00 955a4. L" 5 3^^-B -50 39242. 00 3.1,111.10 18653. 50 i i i 199E +, DA-Pond 2 Post-Develo ❑mont (46 90 Acre sl 6 350_ 00 50 555.p0 44 48.50 9 67422.7 5 181622E 42 352.00 66835.00 53745.00 107990.00 .r41z2,s_ Proposed r posed Blocks 1-3 8 3. ' G4.00 6. Ol.D. ,U `r �3 la.0 ) 11"030OC TnL 142E ;2 9 356.00 648-4..00 2..50 125049.00 5311H1.42 Buildings (Cn 98)-4.512 10 358.00 69602.00 67 29.01) 134456.60 615564:'. 42 RoacislParking(CnI-2.990 Acres 11 35P. 33 76850.00 73226.00 241E4.58 68 9312. 00 Sidewalks (Cn=9a) -1.012 Acre Driveways (Cn=98) - 1.093 Acres Quality Volume Required = 4X(WQ Volume) For 656 RENT-41 Efficiency Wooded Area (Cn=57) - 2.377 Acres GrassAreas(Cn=62)-14.041Acres WQ Volume = (1/2in)/12 X im;�arviou� c area (Sq. Ft.) (4)(1/2in)/12 X 451,761 Sq. Ft. + 408,897 Sq Ft.(Proposed Blocks 1-3) = 143,443 Cu. Ft. 19.978 (98) + 21.545(62)+ 5,377(57) = 76.76 => 77 46.90 Provided Water Quality Volume (Elev-351) = 181,622.42 cu. Ft. The increase in impervious area has raised the CN Value by 2 hundredths. Pool Depth Zones: The Increase In CN value does not justify the rerouting of the entire system. IIC water quantity criteria satisfied Depth Zone Elevation Area Surface Area Percentage of Wet Storage 0' - 1.5' 350.00 - 348.50 11,413 sf. 22.5; 1.5' - 2' 348.50 - 348.00 3,862 sf. 7.6ii 2' - 6' 348.00 - 345.00 35,360 sf. 69.9e Pond 2 is a wet pond facility with an aquatic bench. Page 18 of the same calculation packet shows that Hie wet volume was designed for 4xWQV Is 143,443 cult. The increase impervious area 'would 143,663 Gun, The provided WQV is 181,622 cult, IIC water quality criteria satisfied STORMWATER .CALCULATIONS BOLLARD V`11AREHOUSE PO BOX 208 BATAVIA, IL 60510 PHONE: (877) 727-7347 FAX: (800) 814-7194 wvwi.bollEirdv.tirehouse. com t* ' - (riJ�•'rA' ISONIETRICFRONT-VIEW ISOPr1ErRic COLLAPSED VIEW -- NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BYARCHITECTS, 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 YANw.CADdetails.coln/mfo AND ENTER REFERENCE NUMBER 17.0130-COMMERCIAL LOT-B. TWO-WAY COLLAPSIBLE BOLLARD 301' (2630) j lo(JMErRICS AND PLAN BOLLARD DETAIL MAINTAIN POSITIVE DRAINAGE _2" ASPHALT EXISTING GRADE Ir-- 1 4„ AGGRE GATE 'I E BASE T cc-6 NOTE: 1. TIES ITEM MAY DE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS AS IF CAST Fl PLACE 4000 PSI F° PRECAST, 3. CONDNATIfiN CURB 6 GUTTER RA`tUIG A RADIUS OF 300 FEET OR LESS CALOND FACE. OF CURB) SHALL BE PAD FOR As RA34AL COMUNArCti CL83 3 GUTTER.. 4- FGR USE WITH SIAIELIXEO S,P&N-GR.y)f0 RRAMACE SAYER. FNE BOS TOM OF THE CURB N GUTTER OF�88AS.E`COUR ESE AND TO PARALLEL TDUPir EPTH SLOPE THE PAVVJEFIL 5, ALLQA013LE CRHf:RIA FOR fri- USF OF C)-5 RS 11t5E0 ON ROADIVAY CLA5SJICA.TICN AtIU R DESIGN SPEED AS SHOWN IN APPENDIX A OF Tit& ROAD CEIGN MANUAL 4i THE SECTION ON GS URBAN STANDARDS. n El T_______.___.___. --THE HOTIOU OF THE CURB AND GUTTER MAY 8r CONSTRUCTED PARALL EL TO THE SLOPE OF SUUHhSE CUL'RSES PROVIDED A THIS AREA MAY 6E CONCRETE MWNL'M DEPTH OF 7" AT THE OPCON'OF ThE CONIRAcloli IS VANTp1NEO. SPECIFlCA?(OH REFERENCE XV00-r COMBINATION 6" CURB AND CUTTER ROAD AND BRIDGE STANDARDS 1D5 5o2 VIRWNIA DEPARTMENT OF TRANSPORTATION REVIM14 DATA I $FZET i OF 1 20 t.03 I CG- 6D E TAI NOT TO SCALE NOTES: T, FFtS ITEM MAY FEE PRECAST OR CAST IN PLACE. 2. CONICR TE TO of 42AS6 A3 IF CAST IN PI A:.E, 4000 ? I R �A,iY, J. CliOR rh`,ING A A RADIUS OF 300 FEET OR LESS "-2" ftIAJ. no FACE OF CURB) WILL BE PAID FOR AS RADIATE CURB. 4. THE DEPTH OF CuRO NAY PE REDUCED AS MUCF+ AS 3" t75" DEPTH) OR 6NCREA'40 AS MCCH AS ` t_ T'S21 DEPTH)IN ORDER THAT rNE not TOM . OF CURB AILL COW_IDE WITH THE TOP OF A COURSE OF THE PAVEI+ENT ZLEISMUCRIRE. 07 HERAlSE 7isE DEPTH I& Fp BE 18" AS SHOWN. ! �' NO ADJIJ FlRF.rif N ]ME PHILE BID is TO BE MADE y. a i sA FORA LIC0N ASM of? AN JNCREA,E IN UEHTH.- ;" 5. TO 0E USED ON ROADWAYS MEEiIN: ` •. p SURFACE THE E S.I NDIX TEOF TH FOR CR-G AS HOW;f Yt 1 '+ WIP 'N THE' ISECNOij OH G DOT ROAD DES.*,fi MA4NJX,.. S LYiBM4 STAd)ARD9- „ `a !' G > "h,•»A BASE s 2" RAHA15 SUBBASE r: SURFACE t. rl• ct w Fp�1..4.. �e A , ' 1 " `d ,tz BASE '1 n GUDOA,*.F Fill ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE STANDARD 6" CURB iC6 ROAD 0140 ERIDGE STANDARDS 002 VIROMA DEPARTMENT OF TRARSPORrAT10}T FIEVIUN DATE 5i;;%ET t 0'r` t 291.01-_--- CG-2 DETAIL NOT TO SCALE 4�yTH o' pr+P O Dustin E. Greene Uc. No. 04 55833 1* °.�►�, 10/12/20 8groxsL �64 W W O (V 2 . Q o 10 q o OU Wz ® 4 ? j -r W 018 rQ Uq �W V) .•I ` O CQV 2 CL7 U 0� rn r CV Uj LL LL o> W o 4W PO Fes' q(0 00) W o 2 a REVISIONS CHANGE OF PROPOSED USE JAN. 18, 2018 INTERNAL REVISION BUILDI NG FO OTPRINT AUG. 20, 2018 COUNTY COMMENTS APR. 2, 2019 COUNTY COMMENTS AUG. 14, 2019 COUNTY COMMENTS OCT. 9, 2020 DATE JULY 24 , 17 0 i 2 SCALE 1 11 = 201 j CO W T 0zz � III-CL V W -,� J 06 Z LIJ 0 > 0 U ft W 2 D 2 W m �IIII/ FILE NUMBER 17.0130 SHEET SP4 'JIB !I V, € Is w II LED i OVA/i t i t� lit--r`--- _PHOTOMETRIC LiteFr � - " L Lens � � OF ! ` II �,� -, _........... ................ __.._......_._...--- - may'LF6ML LENS U �$sj,TH _ _ - - ..... __ ...__.___._..._.___-_-- _'-_ Tr�;r:-7. } rZI�IVEh" OAT,e� 6LFMLOOL �+/ 1 z __ i 20V 2%7V - --_ _._. __ _ - .............. -- -- .._. _. - _ Input Voftnge 1 "20V 27YV N ,� 1"' l�rrr'€�n I?Rullien Table O- l OV Dir7 mitiGj input rrequ«>na 60 Hz -,tip -i ---- f Photornettics below for the 3000K, 80 CRI. cy) V it published are .a. wi t Input C unanf 0 273A (1 20V) This table may be used to approximate the lurnc;n values alU I I ziA '277V) z LV "Q CL Dustin E. Greene different Kelvin teniperalures and CRI. APPLICATIONS: LEST l�i�IVEIR: Ceiling Cutout: Pelf ' nr ut':trt)r 32.?bv � Z � pI Uc. No. 55833 �4t +0/ Lilt Flame lFbl:",L is CA 6 p :ihr,c t c)rl gracdv LED Ilia IF6?`.iL a it:zes 4vo, Philips FJit1Eno LED DrwLf Maximum Ceiling Thickness I €A" Pow, t Fiv ?<! o 90 iensed downfight tltui utilize high of ? re tt: f =EUa t = specific a(y d;•s;r ned to ,o•imize efficletrr_ or the rolhnio f • 4000 Kelvin 1.07 3 , - Y F'or COnVerSlOn to rttildrDefE;r;ir n Z Q �► d+l► 10/i`2/2 i �1� as �� ch.sir color saLf 1, s, anu,ow i r• I TFID 20':, f !f 3 0l v1 llcdula Dnver f d fgn <I f� match r.. ,50,0 JO m6n,enarca, coils 50,000 hr,ufs mm ir,uin life up to l.a f mitnrtwm I:ft: expe.,tan,y of the s7;tem, NAP05 i i multiply irtche> by 4 I E„tf F, t,;r nc_t F: C::t7,`::rls 3500 Kevin i .00 35 35 C (9.5 Flip open plenum oppl'catior,s. r "r, sll rr moil seif lirr•fed, Not to oc a:e i 3000 Kelvin ].00 �� > � � LL OUz Jss fnh- ell urulc,aun, Ycur i � ? d if rr ✓ fem,,eraiures afe recuherf V1 r Cn warlood prat Ai 27U0 Kelvin U 9:3 HOUSING: !r vei , ED r it: ul . , ie9r, t l thermal ., hack t } t' } J r , ,.. ,.. - . StonyPoint RoadtwatISalsoiir+.ltfacae ,}rnapf f-22 to "3a voo ,)riosir r"sl a,. tJ.n ? \ (" �) d/I:7 { 11Aa,EV E'eglU rJr(yf - IL f +tN: i SiCin l'f, �rGvirr�d j Lvx tis`h ittJCt'3I CJt f for r.isy s -[.. ) J_ + ,' t -; ---"---"";�-•'--''- .'-'_"-_ r If n . .. ... .. . L'river f s r.l.irer.ral 120V 2/ V Ocilional LAtron Sena-s A - < ) Snaf,-i :- connection fr it driver { C nip 1(t a.ei tilt ,Ys ' n ( ... - 7'.{,.3 . 1'•;'.f i l,l f ? i.lU! t (':rCi3ft )fotect,cl 1 �, LL � C� 1 )� easy Inlilalknion of light ent,ine/trim osserruly `' r •> „;' 110 Ci 1..... .........() )1 f I �.Yv;?Y :_o=i>J(ip.i<irt crud 1'JI'43Ei?i�+e'nC oulp.,• ncly vclry dighily ! th vai o-i.� drfvaf and CRI :'�Jiluns CD Q Lu 2 U W Q YJir!?UJi tV,JlS a.:o'!e fJr. Lid ICAVJ Ilae Iing a{ia DIA4MING. -�' y f :v"� _ O 1 Route 20 atom be irndcd Ia acaammodn t tcchnu;oc • iJ IY/rclil Vl7 l +t pJ gy Coiri standard with 0.1 OV dirfuning capability", ? for 12 J Z �. O Var. Width R W ; y / improvements. Approve 8 (4 ill/4 ouil No Flicker -free dimming to 1 0%. 0.1 °V control may AWG conductors sleet for 90 C Ihtough wiring. consume up to 1 rnA. 0A UV, Lutron 2 wire and 1 i , � l i E Delivered �.umeris � �Q rarnn = - - _- EcoSystem dimming available to i °ru and DMK _ P tahl_ Ine err >husr> tile delrJerecl lumens f .. Ine varcu; ,omen +'p.,is. with RUNi (remote device rna,lagalnent) diututinit ® V 0D Q V i - --- -- -.. - -- -_ - --- - - --suppressed, --- Itty't purity aluminum, Alzok, iride ce:ica to ass than " semidiffuse reflector. Selttr nt standard.1 1 •?. Pointed whit yelftritn (WI) available as e tiort. �'- Input Lumens f er I �, �. > 1i ( INSTALLATION: C)utf,ut CRI Lens Delivered lumens V1/atts Woit Full Catalog Siring Bar hungers included CP O �t LED LIGHT ENGINE: Adjustable (not with option). LL - _ .-_ GW - - 5 HDP - --- --_ _._. \-__- -- -- X - ( \ ` X \. GW . _ The LF&A uses the Philips Foitifna ULlvt LED Module. Universal odjusiauie rnauntinit brackets also accept i 4 • a Ju 3f.:. io DI 3061 32.7 44 LF&A-61F,,1,10 OKKA this module provides controlled color eunsistency i3 1 JZ EMi conduit or 1 1 /'_ g r 3J I' Ialhinc! cnnnne! i I : jj V - SUCM from fixlure to fixlure. the System is designed (by others) or Presco,ile 24 bar hungers (624 or B6). - - ) Y 1 :._ .._ r . 301 Hi) LUDL 2977 32 1 lr6ML6LF;Al3O0CK8ftUDLLo (( for optiono) life and lumen inainfenan{ ,: (>.50,000 �� ?�. ,_. CERTIFICATIONS: t W O '� � Z 1 '. s 1 vJ � W Lo ^ -- --�- _-, I Q y - hours ut 70'. lumen rnaintenuncel. Boll, reflector _i y ` -------.z _ _ t 3r,! 40 Di. M'2 35.9 53 LF5M46.i rAI3CL'3OK9DL and light engine assembly are mechanically retained CSA cerlif: ci to US and Canadian safety standards. r far U N p 1 f __ .� o housing. aui'able u'ti t local . Approv through I h - +d d wiling. Non -IC rated! UL approved for NSF2 splash "`' ) / \ I - -._ ._._.. �'-- zone, applications. Q __..._ ._..._ _-•••.,. tffr ) `• -.-...._. # iI / \ \ ,�_ -_- •.� f '1.,_- _.-..--_ _'"- _-- --'- -- __.-- -' .._ I vv ' \ WARRANTY:See page 4 for CP r - 1 and %I, E Ilrtc: feet, o year warranty. See www,prescolit;aom for uelai!s. ( ) �• W I-.. 1 I CAfALOG NUMBER: EXAMPLE: LF6ML-6LFML3OL35K8CL -- --.---.----- -------- -- ---- ------_...__..______ _�__.- i LF6ML'•6LFML30L30K8DL ZONAL LUMEN SUMMARY LUMINANCE DATA IN CANDELA;/ Order housing, reflector, and accessories sr arulel, LED Light ._n< ate. ,i000K, 80 CRI 1 O t `A r SO. METER 9r -p 1- „ rorlE LUMENS `bLUhAINAiRE r s; _•- r N.,.3„ a . a ": ° y:i, System t lattra0e: 32.7'N ? „ , 1, t., %r a r r. P >':< - ,'a Angle in Vertical Avefu �� � � 'u � T€ texture Defive;ret:f Lumens: 3061 0:30 1305 ....6 9 9 d, \ \ , c 1rtw { TRAIL \ I ,WFtI - t _ _ _ _. _. -- _� I I ACCESS 1" ASL_r�it1 T ,� ,s 1 �' �' 'textures Efff c 45' S86 0 �� a34893jj f t .', i, ,'F .f• c ,ey: I<! 0A0 2020 66.0 : 1 LF6ML Sr''fr).k,,df, d.,V k'.xr:Lr<f ! 6LFMl3 L J �� J J FLU a � � � L � ti24° 5pnr:ing Criteria: I .4 0.60 "2866 93.6 55" Painted White Clear l ens f C)� --- --- - _3 -- _ 1 G _- - - � r 1 / - _ .__._ `3 rt r ., utc,,g Flush Mount [vro 2d' our Medium 1t),; . ,nmr,y it;,), , _•' Semi -Diffuse B0; CRI Se o _ _._.. _ - Clear Alzak Flan e Only (Reg ressed I " U-90 3062 100.0 65' I i'373j lumen 0-1 OV � dMl' J 120 - � 9 J CCr el 's' .i J . )' (Regressed hangers for Thor cei,ings CANDELA DISTRIt3U-(INN ra 0-tOV dirnntiag 120V f:J TRrr Standard) 90.180 0 0.0 Io 10545 t / _ __. -- _ DCi 7. t ' _- -. I0%o dimming RePector with 904 CRI Champagne v' :< „i:)� J 86h �L at !' 277 3000 Lumen Gold Alzak �.:rei Trim Rim 1 f hvo (2j bar hangers - - --- - LEG CANDELA 85' 0 ��� 0 e ° -, O _ r? •. / --_ - %/.. J 12( 277V J EDM,,r r Diffuse Lens 3' 0-180 :3062 100.0 r,to,u C, k 277V 1 CiLI J Ip¢>5 as o for r-eilln Dist u io 24" 0 1668 Hidurne I° Module Recrossed I p 9 \, Lens Standard) \ t� EcoSyston, lEUl Gold Alznk w 1 J WF1° centers 5 1670 l f ; Dust and ' Wide Flonc e J LFSC6 - 5 Driver J tiL 3 ,t J 15 f637 Water tight 0.0 ` 0.0 \ /� - \ -- ._..."-_ -"� 7DM'`3 �l" Blnck Alzak rJ ENCTv1s 6" keflector <aevJ over �� .z, rr`rG:., t 1 �t Hi -Lame 1 `�o '� ��. - o (f 6$ - 5 0 -.; � 25 1497 COEFFICIENTS OF UTILizAr€oN Z )AL r AiilY METriOD REVISIONS ,� ---' l - 2,.wire LED a CPs,as,la.ty r1 27K _.I 5P J WE Block titan I SCAB _ .. rJ VRr,loa 1 - `.... !yY . Yc $+^k-tk-.0 Lt L?t1'.ec 1 ° 0 ° 0.0 0 1 / 0 ` ° \ J o F� 4`4 Q.0 � k'+7 Y / Driver Clticnga Plunwn 2700 Spaculnr Wheoi Alzok conductive trim Sloped ;:ailing udopier 3 60 35 11511 o x ,� 11 ,. .. t%anaaf �.J WNCTv,11 (see note 01)1 ckr)rl'e i 45 695 ���.... :_.. �. vvrigor .tsarw�ew,:cra ( only) J 55 J LW (' " ) 120V onf+ J LV Kelvin � CHANGE OF ...- ... ._.___ _ o,__ _. ___.__ } ° ° 0 0.0 ° © 0 g_ / 1 Resistant .-- -�-.- ' J dMX' u Lu€ra€t Viva Sarni-Specular lie,thf VVl;eut White Plon• i LiteGears 55 33b Eu ao a o r io a w w , ,7 ,o n ss in f PROPOSED USE f 0.0 CPP �36 - - O 0 0 0 d 0 / 7 _ 0 0 0.0 , 0 ° 0 0 q� 1' ) r - r M - _ 00 0•A 0 36' HQPE OUT-3549� t P° 0� _ l' l 0.0 ` 0 J 0 _ ' Q 0:2 0 0._ -°V v0 ,: N 1\ ;0 N UMW wdh Enobfed, J 1 JV, J MFC f conductive tarn Inverter, single Thou:, ill 1W :,5 t :w� tc ".4 w tw � sr � I d .r it, 0 Ahzur. J f" RDM 120.277V nAmerican J PVY J t3NCT6'" controlli0htrg, i"L5VA- 1180 60 137 ,:,r ) J as.f¢,W, qi ss v as its 14 .66 as6 a, s+ dimming to J LVE (EDM Moffat', r r 75 46 ) a, a) 7 ra ,a ,: ai rt ,s; a rr rr �LK �, PewterAlzak Black 250VA 4a 1 ';u J 11 altj F. re, sr 'e r, a;:+'4 n?n A :x! <0.1 « only) U 3SK J V s s j, rt n . l ea to 6 s ,e sA 4 0 � ss;w it :.a: conductive trim J LPS Series 85 0 ' Lulron live 35CU KurtVersan t Wt! ff! a :Aa of a a r w as ss e� is sr x=; , :1 Enabled, j+' Pointed i` idle Bu ed tePowrr m;aoulver',r, 90 0 T s +' jt W ss ass a +e l s r ,r' w sf a,' Ke !u) S aecular '', JAN. 18 2018 r INTERNAL REVISION BUILDING FOOTPRINT 0..0 ° 0.3 0.2- _ - 0 0.0 c. cn }. t 0 �0-0 \ �< !! f 0.0 1 0 t ` 1 EcoS+st.m € U WNCTi!`'•t3 20VA•5.5VA ---"' ,-' S 'f;A i4 A3 +t 53 d) 6S �.1 53 ab S3 dt d3;J tr t;. / J 40K J V5 White Reflector } €>�(� .._.. '. ) f.3 5 §$ V .0 KY > 3 de :9, u`{9 3A ri' J NXWEIa,I5,is,17 Kurt Versen and Flange White Non-st iT A, ::d Q 14 d; AUG.20, 2018 I 0 4 0.2 ° 1 0 0 x 9... _ �- -- ° 1m6 1 5 10'0 - 1 4000 fl NX Wireless ' ' Soft taw conductive Irfrn f tfir,r.clut3C(8rsl r Ke?vm 9f` ' J tSC } 5 30 J V55 Plates: Baffled ) r: C S+ COUNTY COMMENT 1 i IO 0 a 0 0.0 ( ( 0 1.8 0 I r 0.1 1 4J 0 0 l`i • 1 0 Enabled J 50K Painted Black Ia,ls,la,1T c Kart Verses For DMI, do i,ei , cif o .chat � Clci evwo6le'uh cob,/fin;s, . uo :e. J NXE 5000 y ) p Reflector and f 120 or 217 S ,+Dfllsa fief h on' Test No, 18.00419.01 APR. 2 2019 T'" 4.6 2.3 .3 0 n 0. 1 c , # , 0. .m 2.5 9 0 ° P'0 ' L}. 1 (fl� c 6' \ ° \ I l f NX Enabled, Cua Kelvin f Flange t SmarlParts Flo?awe ao'e vriih 3 t7Y Clot era abla .rilh Sf ICT, sr'ftIC7 1B tact at 25 C_' Ambient in accordance fo fESNA LM•79.2008 f 'sl 8NCT8 COUNTY COMMENTS 3 3 ,7:2 0.1 0 d' d a f i o f i 1 w t d d d a 0 �� �� J EMRz Johua- fr r,e,p-<ll'ed will, ?'."',r4t, ,r rYriC'TB laf ) AUG. 14, 2019 U "a • A 1 0• I a ' * , & A 1-4 c1n �j- o 0.01 A �A a 1 ° , r•g . I i a ®a i I 1 ¢q + yes d Emergency 2DrA, or DfM Cl: l )va l wilt, Flu Batter/ fa k +with Bur hanger uccesiwy sho Td t)a selected L/ r qu:ra glondwd dimm'n9 e, DM1 f COUNTY COMMENTS ^may A i 0 5..- l i d t ' + [^11 0.0� ' j ] ° I 1 6 k a Cy 0.0 ` 1 i 4 a a a a i 0 �� ` ' rernotc toil s:riich h CP n su T ,v: fr:4lu tc'd us si nJo, i hAwat sel� I Cs or ut and indicator Not a Ao •lilit WAX Not avat ob e with CP option ( € light OCT. 9, 2020 \ 1 1 1 s 1 o- ° PROP. t 2-STORY BUILDING 1 \ 0 0 .0 ° 1 ,, d . . ` ae=o Cenii< 1 Inverter can) ;libifit ncte fg Not nva lubl wish EOM, 2DtA ar Div f f e NataJa ,hF wlhlvarLte .0f _•$�' ON BASEMENT c� ry , . �g ��� 26 f, 0.0 ° 0 $ A A. d ° d d ° .� 8,465 F TOTAL ° ` ! j d 0 ��dwebfi,k��np ,•3 1 Ifa5 and tiR con not b <fioian to9eiher Not ava. obe vnih EMIR j Not a' aflabe woh IP65 unit uR only available in 90,E CRI 4resco Ci i' - OFFICE, j 1 0 0 1 -P +� w w 0 FFE-37 .5 �.._. 1 N A 0 0.0 �� f cr cr t '\4 N - -- --- - -- 0-5 ,� AG". o rn N 'vt BFE-364.5 .-,.,,, v' AQ ° i rn t cn 0.0 °" ___ ` x I N In a cantinuiny effort fo offer the best produce passible we resolve file fight to change, +.without , Web: www.pre:scolite.torn • Fech Support: (888) 777.4832 1 t • function L h ,et •t,l . �r ;7 notice, specificalions or mulerials that in our opinion will tol alter he func ion of Ilia produe I_ 1 P..fllennium B c.<!.0 1 •yn,_, i<, SC 29607 U." A. hu.te (86 1 678.1000 LF -LED 4 (� t UBEIEL ` :,. :1�.� ..,:.r.,. t . ,.yin rr,., f' .r,,.i.,,rf ? ,.: , a, i . , .�_� w� 1� ,.- A Division of Hubbell Lighting, Inc. Web: www.prescolite.corn • Tech Support. (888j 777-4832 C7 4� i � lJ � � te Lighting v v DATE _.__. 0 0 t 1 � J U L.Y 24, 2017 "i ° ° \ 0 \.\ \ �. _ t --Ff All AND `�'WNi 1 " a ACCE ;,-A EVE r` 0 AAAAA,AA CANOPY LIGHT CUT SHEET ',I� D' - 1 6 � s:o ° o \\_ - -- -- r 4:8 �ry � NOTES: ( , - ` °` EACH OUTDOOR LUMINAIRE EQ IPPED WITH A SCALE O1• \_ Ilk ° 1.3 €o q '` °\ \. o z LAMP THAT EMITS 3,000 OR MORE INITIAL 1 " - 20' ,� rv_ - __. _ °' LUMENS AL B FULL CUTOFFLU NAI E E S E - - - - o ° 1 3 0.0 ° �\ ` ° `\l _ _ __ ° °' .o .. o, o - - P ale Lop Iurrtirl�Tire_ l;for IP E>:� AND SHALL BE ARRANGED OR SHIELDED TO 0.0 0.2 V _- - --- --- --- _ .. _ _ - _._ 0 1�`° ° `� 0.0 �. ' _ _. REFLECT LIGHT AWAY FROM ADJOINING __ - _ RESIDENTIAL DISTRICTS AND AWAY FROM o.o ° 0.1 1 0.0 .0 r3;U d o _ - _ _ °' 0 0 \\ ` oraj t rleterehr,e 1,un11'a r U,.at; o�. 0.1 t -_ ° 1 o.o 00 - 0.0 0.0 °�.,.. c ADJACENT ROADS THE SPILLOVER OF LIGHTING o "' 0 moo.°-°w° 0.1 0.1 0.0 �o.o� o _ WV o: 0.1 0.1 0.0 �;, ,,e �� �� - - _w_, 0 0.0 0.1 0.1 0.1 0.1 0 0 0.0 O.Q': ° QeQ :.,.,.. --_ 'R ` ' - -- FROM LUMINAIRES ONTO PUBLIC ROADS AND _ _ _ _ _ _ _ - - PROPERTY IN RESIDENTIAL OR RURAL AREAS 0 0.1 o. 0-0 0 -�' 0.1 01 1 0.2- °� 1- 1 1 0' 1 - 0 r,. o °_ _ t _ """ _...,- _ �- 3 ZONING DISTRICTS SHALL NOT EXCEED ONE " ° 0.2 0.2 0.3 0.2 \ o.o 0.3 0.0....-. HALF FOOTCANDLE. 0 0\2 0.2 , o.l tf _ 0.6 o. 0 rr 4 6 1.5 0.2 0. It I i _-- -- 2.0 1.7 0.4 0.0 -•_ - -- 4 0.6 0 .._ __ - _ -- ` OVERALL HEIGHT OF THE PARKING LOT POLEr' 0. 1 0.0( 1 2.22.2 483.82.E 1.7 3 6.1 3.2 - 0. _ - 1 \ 6.7 6' 7.8 5.4 a 4 0.0 °•o "-II -- 1.4 0.0 X f FIXTURE, INCLUDING THE BASE SHALL NOT 0.1 5.3 .5' 1 .410.8 2 0.1 b I _ - - '.: li. 1s` 1 .915.1 9. 5.2 0.4 0.2 i 0 _. - _._._ 3 .6 12.3 13.9 7 00 EXCEED 20'. 8. 18. °• 2. 4.3\. 18.4 9.1 4.8 V. J 0 - - -_ - _... - - PARKING LOT LAMP SHALL BE BLACK WITH 6 .2 11 5 17.3 11.5 a ° o.o ° I -_ _ -- - _ _ _ - -_ ._ _ 4 12. 0.0 0 - -_ ; - 0.1 L - 3.4 5 8.5 9R9-2L 0 0 °, ` 0 - t' _ -. - _ - - _. 3000 K COLOR TEMPERATURE TO MATCH THE EXISTING CA A IA NEIGHBORHOOD R G SC D THERE \ 0 ° f0 - _ \ 1j. 0 - -_ - 0, ARE SEVERAL DIFFERENT LAMP TYPES WITHIN j "J _ 00 - o' 0.6 P. 0.0 ° _ -- -_- __ _ THE A OR MODERN _ _ _ _ _ _ _ _ _ _ ENEIGHBORHOOD. M E MO ER �[ Q (-, o. 0:2 `. ,0 �,,..._ _0 0.3 0.3, 0:3� ° ° o. o o ° o ! ° 00 _. _____2 i 0 / 0.2 0'3 0.2 0.2 10 ° / ° Product data Beet LOOKING LAMP TYPE WAS CHOSEN TO MATCH _ __.. THE AESTHETICS OF THE BUILDING. -� ? z ° °06.10.° 0 1 0 00 ° ° 0 0 ° f tlI 0.2 ° 2 ° t 0.0 0.1 0.1 CIA, h;: y 7 0 0 0 I 0 l Application Lamp Light technique ,y /'� ( 1 � V 1 •1 p,10.0 0. 0 0 0 T. LPHI LN. EX ° o 01 ° ° 0 1 - , t 0 i ° o o LED pole top i mvnalre L+iith symmetr;f ai light PAa:lul cl fret tr 1 .ti., ;ae ,'A' Ll,rnn airs chit L for the V. r t )lanrulfl f, )rfr:ttrl n. 1 -tin 6 t f e r nflAi !ed .,.:(ttnc;e 1 ti W DIAL u< f ;r ,Ut 'i c r lighll IJ .•pet f) mire and distribution. i.i.. Z 62' PUBLIC R W °�- 0 L�' 0.0 0.1 0.1 0.1 0.0 0 0 0 ° ° 0.1 0 I 0 - liar rnaurikirg height; 4C00 5000 men. Elated k t € r)r<,rf r+ ( ntf;tO hs'3htirf;) as 'ell a7 IL nmtailf 1 at t n Am4f.;rd tc, a e;r:1.,)+i> t, ) f i L L U \tC)t+I ,I d IES fen n1 it ti x- I Uri In(: 0.0 0.1 0:. 0 0 DB 4732 PC 678 0.0 0.0 0 0 0 ,t "s 0.° °'0 •� ° ° ° 0.°, 0.0 0 ° I 0 0 0.0 0 0 0.0 0 0 0.0 / 0.0 0 Product description ., , ,.ill ;d L.Urnlil it E nlcadE, tf llUrn€rllt,lla allo+ F3'1(.i1-\ vbE;l) [) trjr� vNiL.+?.t F• jd.C.,Orrl. n to t` , t x'x n, r {)) L. r. r:u i z O V t 0 0.0 t .0 0.0 0.0 0 i 0.0 .01 0 0.0 0.0 0 ai„Ire.:r, urn oriel st u1412vs steel Article No. 99401 , aniiror r tt- •+.rt"t h.,jner ,c.rnt)r;t,t,ul ,.> t., ::t , a,afety gals +.ih optic_aI Sulacture I f. { al�ur tetrlpera:uit oftic nalty 0001\ �•-- W 0. 0 0.0 ° i 0.0 °' 0 ° �J 0 t..nu!{,t 1g,.,t Sifir�.on q t ken* r" r i f�,r:,: of 'tf )r 1 0.0 °' O.IO 0.0 0 0 0 00 0 0 0 0 ° °' Re' actu r !ante of pure ar iuct eli.i ailurin;urn I.,GJ tr ,\rii 1311 n tar ( 99 � It ( � � Q = - 0 \ 20 0.0 0.0 0 0.014 0.0 ° 0.0 °'0 ° 0 ° ° 0 ° 0 ° °' 0.0 FDI Polotrap , 76 rr:rrl dui 00) h A 1 c tr i I an 1-ter + K3 �LI.i fitter ua eft det,lh 50 nun adult rf r)r; t,caa ;x. I_f D tf T )`Fi ,tl Colouf tirni 1foirj l Coi uryr psutr car ,,liver V 1✓ °'''� W U EXISTING p p, O.P� 0 0 0 ° 00 Gonna•.6ru rablefir�5FtV F3xt': oo3tur; ! m 0 0.0 700,0 0 CURB GUTTER / EXISTING SIDEWALK Q-- �- --- - ° - - - - - - - - _ Galour n r c'f n t index f t : it) 1rapr tt art c,le number Cable k l yth 7 m _ bi adule hint toe, fitly, 2f;0IflS+A tftCL' flUMber ; A l_�L) pfSVJc=r sufal;iq unit Q - - - - - - - - _ O � _ ninalr� I 'f rt L lux 13f;, Ine 2_i7-240 V `�'i 0/JCl^ro0 l-lz I Jt t Acce Dries ?]I'riln8lff- L::nn1 alt�. f.f I iJil?'`yr 7+J•3 tell `LAI iyy({�1 f' EASEMENT Doi 1 70-280 Fiji the:.: L.IrTllnalrca ArE3 fE:<_Or111)181?':I t,l::.'Jlt:,'vLin(.j Safety class I 3[C,\ lurinaua pole,: //�•4��� LANDSCAPE 99.4�.0I K3 raectl t c7Io i5OH485E PO660 ii unm xrh 1)ati get c,1t L.l[)G(, i E DUBt ti 1 It aitd prateGhoit ayali'St 4'1<ertpr 12tu ktC' �) ti int(rnd 'riitil r n s.> Irlipact IK08 alovr ff rnl: f r rtf. E; 3r.,=)0 i i N Ql O Irength Colour ien lc l? ! irate`) ' , I,r) 170014 F rile with ati`h Set Coin f t 10:. r) rr Alt Protean n against rneohari<tal i 70725 gale will) ti •h ectbri l t 1500 melt hvladUl Ifs rh.iail tlUt fi:)!m i O �T O ttlp3otS 5joubt I Untina rr h mI 1 ,,, Ill t tE int) 70915 I" uF:a A1ih ut 'a E.Ctitarl t AG)U t1.na Safety Inane p �q .� v -� �, C t� LUinin Ire Iurni ou of ice ll y 0 111 t V/ f 70791 i"olo with b`s(.,plate FI 4000 -if't Cow - C rntarrnit / rn<trk _ _,•_.. i Wind 0.03 Lifettntu ttte LEI) 70792 Pole rr th La eplate 114.500 m r'? O rn n1=CTI' catching _flea. of UVeit ht. 1.0 kg Arnbl f,l tetliitwratuio 1, . 15 G 70794 Polut Will b i epl ate Fi 5010 rrtnr I -at 5rJ)0tt I i0B1:0 G I llt(al h�tr I)prdalilmlliuI'll ,,IC:,, F1ENCE Inrush 0 PROPOSED WOODENSCREENING current ! OJ,O oh 10050 �J Inrush ct Ner)L 5 A / b0 ps -at lai-que'ed ,Jith door art I C fail WOODEN FENCE SHALL BE PAINTED TO MATCH THE COLOR tvlaxinlum number of lurrir al es of this 70001 H 4000 nttrl i OF BRICK USED FOR THE BUILDING type per rniniature ircuit breaker: l nhI d tf tnp r it, f n,; °t;; 70903 Pgitt rnlh arts:Pl Sa ,ilsrt 15000 rltin U `3 ;) 70 905 f Not to Scale 610A. 31 tun Ir au s at CCOh l )J,_ Pole with 3r „h rrti ;n ri Fe00 rant : f tilt 7r 50.),-t..)h.L .)li.,( B 1'riA' hue "/0900 -- _........ --___-.._________ _ _ _ _.1 _ .... ... _.._____ _ ...._......._________�----_-__--_-. ( - - S0 fr1 urea a Poledtth ba:eralai�' ri lt'00 rnrlt ; e _. C 1 OA: 52 Iurnlnalrt s 70 002 Pole with base al +te rl 5000 Prim I Lt.I�+1liNAlf�(:: `yCl-ifnf3t)LE v . _ r r. Watts . I Symbol Liil)E?I C.f.Ctf �itlilfCTF, NLlrr)lJc't` f3i?�iC'ft(3LifJr3 t,�irf A �� L;falll' fVf�,t f�lllr) � l Llrr i�.ts � .�..� � w r ® A LI6iI11 Dowfilf l'it 3000K LEI2977 .32,I 7.2 0 C 16A: 85 lurninaire5 max �1tlb{aru Ir mt1 3r1t1 r . t - ! "C; ! -- at JL).00U h 130 E3 1 J FC,� .ill (abl`J L'aYtftY,ahGri box S �leat3e see the, €- - at 36.0-(Mh. L_ 70E3 ,0 In:;trurytiors for US81 of the lu''rninaire poles. � FILE NUMBER __- -�_ -A �- ww -� � _ 0 B 199 401 K3 LED pole top, 3f 00K ! W l_) �?_�D ��<7 I'3 1 C) I 17.0130 Light distribution ( SHEET LIGHTING PLAN 20 0 20 40 60 SCALE: 1" = 20' f2 i...u, molt >.... �, ., ..a.. ..1. . ... .. ... ... „n.. ,.. : _ ,.., SP5 y/ ,(0jNIV-) I/ PARKING LOT CALCULATIONS REQUIRED: 1 LARGE OR MEDIUM SHADE TREE PER 10 SPACES 34 SPACES = 4 TREES PROVIDED: 5 TREES OK MINIMUM AREA OF 5% OF PARKING AND CIRCULATION PARKING AND CIRCULATION AREA = 12,530 SF * 5% = 627 SF 3 — QN = 1,110 SF OK 4-- 0 N i UP NOTE: SEE APPROVED LANDSCAPE PLAN SDP 2014-00075 FOR SPECIES AND PLANT COUNTS. SOME PLANTS WERE RELOCATED AND THE NEW PLAN SHOWS 93 PLANTS. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. A SEPARATE SIGN APPLICATION IS REQUIRED FOR NEW WALL AND FREESTANDING SIGNS. SIGN LOCATION AND DESIGN CANNOT BE APPROVED WITH THIS SITE PLAN. ADDITIONAL LANDSCAPING SHALL BE PROVIDED TO FULLY INTEGRATE AND COORDINATE THE SIGN INTO THE DEVELOPMENT. LANDSCAPE PLAN SCALE: 1" = 20' �—T EX. TREE TO REMAIN 'JXJ JJVV7 Xd7YQ �n1= w� Key Quantity Botanical Name Common Name Size / Cal. Canopy Total Canopy SHADE TREES PO 2 Platanus x acerifoilia & cvs. London Planetree (Bloodgood) 2 1/2" 479 958 P01 2 Platanus x acerifoilia & cvs. London Planetree (Bloodgood) 3 1/2" 368 736 QN 5 Quercus coccinea Scarlet Oak 2 1/2" 370 1850 SY 1 Plantanus occidentalis American Sycamore 2 1/2" 1 1253 1253 BROADLEAVED EVERGREEN/ SEMI -EVERGREEN SHRUBS (SCREENING) (3-15) AGR 5 Azalea x "Girard Rose" Girard's Rose Azalea 1 5"-18" 10 50 KL 14 Kalmia latifolia Olympic Fire 15"-18" 28 392 IC 25 Ilexcrenata "Green Lustre Green Lustre Japanese Holly 15"-18" 16 400 VB 10 Viburnum burkwoodii Burkwood Viburnum 15"-18" 22 220 VR 17 Viburnam rhytido hyllum "Alleghany" "Alleghany" Viburnam 24"-30" 64 1088 DECIDUOUS SHRUBS (3 =30) GD 5 Corpus racemosa Gray Dogwood 15"-18" 64 320 BROADLEAVED EVERGREENS (SCREENING) XC 1 3 1 Cryptomeria japonica & cvs. 1cryptomeria (Black Dragon, Yoshino, Ben Franklin) 6'-8' 133 399 SMALL ORNAMENTAL TREES AG 4 Acer ginnalia Flame Amur Maple 6'-T 206 824 ! .---_-- _ __._. �_ _ _ �. _ _ Cano Grand Total I 8490 1 1 20 41 61 SCALE: 1" • 111� �r MW ��� +,� .t'.yl y ,ti.�►+�r �1,�{t: - t1 Yt1 :�:; tl �.-��1.L- .t nS y:, t"iti `.-( . � '�llY° J,..v. r1l r....l.i"�t. ..-=1J/..�f1r T .,,.r� _ 7Tr� t J �'�' i !`AOi1�D�• t �•k� � �OpF ���„ 'F.�B �3e3� �� �►` �- 19, ,� I' r.DWHI LANE EXT. } t d Key Quantity Botanical Name Common Name Size / Cal. Canopy Total Canopy SHADE TREES PO 3 Platanus x acerifolia & cvs. London Planetree (Bloodgood) 2 1/2" 479 1,437 P01 2 Platanus x acerifolia & cvs. London Planetree (Bloodgood) 3 1/2" 368 736 QN 5 Quercus coccinea Scarlet Oak 2 1/2" 370 1,850 BROADLEAVED EVERGREENS SCREENING XC 7 Cry ptomeria japonica & cvs. Cr tomeria Black Dragon, Yoshino, Ben Franklin 6'-8' 1 1373777 931 TO 14 Thu'a occidentalis & cvs. I Eastern Arborvitae 6'-8' 13 1 182 BROADLEAVED EVERGREEN/ SEMI -EVERGREEN SHRUBS (SCREENING) (Y-15) VR 1 46 Viburnam rh tido h Ilum "Alle han " , "Alleghany" Viburnam 1 1/2'-2 1/2' 64 1 2944 Cano Grand Total 1 8,080 APPROVED LANDSCAPE PLAN* SCALE: 1" = 20' *Portion of Sheet SP27 from SDP 2014-00075 RELOCATED LANDSCAPE: RL-1 $�:UTa of P j� Dustin E. Greene Uc. No. 55833AL 10/12/20 �►� � SIONAL '6 all r �. a •. ll) o z� �o Q. O Z rcW 0 Q a� >Q w Q UQ W �O �Z Cr. W CC Z � Q In Cq �> O .,j LUz °LL � Y � 0> Ucc rc �w aW z WQ� 2 W rn w o a O W f� 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 OCT. 9, 2020 DATE J U LY 24, 2017 SCALE 1"=20' j CO W ,- U � V CL J J Z Q CO z 4 U Z (9_ �- O > Uj W (� Z U > 0 CD Z J w Q � V U) ♦��//�� vJ CYYJ U -------------- FILE NUMBER 17.0130 SHEET SP6 �lG bI�K�Zo