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HomeMy WebLinkAboutSDP202200031 Plan - Revision 2022-10-18liAT H SITE DATA: TAX MAP PARCEL AND OWNER INFO: PARCEL 06100-00-00-167CO D.B. 1681, PG. 174 RIO POINT LLC 123 EAST MAIN ST 5TH FLOOR CHARLOTTESVILLE, VA 22902 PARCEL 06100-00-00-16700 D.B. 1688, PG. 564 RIO POINT LLC 123 EAST MAIN ST 5TH FLOOR CHARLOTTESVILLE, VA 22902 EXISTING AREA: PARCEL 06100-00-00-167CO = 25.73 AC. PARCEL 06100-00-00-16700 = 1.58 AC. EXISTING ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD) PER ZMA201900008. PROPERTY SHALL STILL COMPLY WITH EXISTING ZONING OVERLAY DISTRICTS OVERLAY DISTRICT: PRESERVED SLOPES OVERLAY DISTRICT ALBEMARLE COUNTY GIS, AIRPORT IMPACT AREA (AIA), FLOODPLAIN HAZARD OVERLAY DISTRICT (FH), AREAS OF MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND ENTRANCE CORRIDOR OVERLAY DISTRICT (EC). THESE OVERLAY DISTRICTS ARE NOT BEING REVISED AS PART OF THE PROJECT. MAGISTERIAL DISTRICT: RIO CURRENT USE: SINGLE FAMILY DETACHED (SFD) HOUSE PROPOSED USE: RESIDENTIAL SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 1001 BOULDERS PARKWAY SUITE 300 RICHMOND, VA 23225 804-200-6500 PROJECT #: 46883 DATE: 12/11/2020 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 WETLAND IMPACTS: NONE UTILITIES: ACSA WATER AND SEWER WATERSHED: RIVANNA RIVER - MEADOW CREEK FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. �•��ayp Hydrant Flow •ie v=e AUttll�rity Y Dee of Report 5/6/2022 Test Report Location RIO RD flow test Pressure2one (Urban Ring Date and Time of Test 5/5/20219:49:00 AM Minutes of Flow Pipe Size (inches) 8 Pressure Hydrant 12174 Static Pressure(psi) 82.5 Residual Pressure (psi) 79.2 O Q20 Looped El Q20 Multiple lnline Hydrants EIQ205ingle Flow El Sprinkler Test Single Flow Flow Hydrant #1 10557I Pita Pressure #2 (psi) F 5g.1 Yellow 1 ❑ Test Flow 1 1065 Flow Hydrant#2 L 10771 Pita Pressure #2 (psi) 35.6 Yellow2 ® Test Flow2 Flow Hydrant #3 E13059 Pilot Pressure #3 (psi) 56.5 Yellial © Test Fical 1259 Total Estimated Flaw (gpm) 3329 AW WA Q20 Calculation (gpm) nowue namlMlmtrilnrueaem emsu,e envforazOoae PkynHferracl Comments Hydrants opened all the way. w mmmm.nlawwgwro.wu.,rwweam.®:.en. u, waanme uxss,rmelwB,wma n.i,Pm.m.ne ONA. wM4IawW MYgalw,.sehPmuwaq.PB.wMYequvPon MMe Po1NM1w,vpmtOrm+.�PUPY Estimated Consumption I 6658 M (gal) 0 For the for waterautln Signature of Tester: oy SIGNATURE PANEL: ALI 41V6_ �» '92a A°��`- e - Flow Hydrant 43° 424 0 EA V v 6•) 428 fi, d\p10 RR 4I2 3 iic p pp0 440 p P 0 F0 �- a \BOBB d 1 pp0 A60 460 A all A6A 448 N 402 B]]Q2C .iy RIO POINT SDP - 2022 - 00009 FINAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA C xsarem ' ho talus Ownenhlp 112 Acrve, AC3A ez] ;^ AGIve, P"i Owni p 6 Lc a�j� { 9 ti\360> 386 3>�� TRP Pm ek WORST ry f o / , ■��' ._N 4 n`O ^'l. A°a naw Wafer / $ 1618 'AS)3 LR A, C,y WINA lines �I 180E ate? g `ly m 6 .Ay�1 Pilule P ' \p6 436 .. 444 1nG2 A, pOp Wi P $t321a 194 Ate' 11°°j 9N r^ 0 392 A36 ,a tio5 1262 .i/� 0 1$60 1(i99 c 1$01.0�. P m �6 Al 1262 92 ROfiz o n p5 p64, a30\]]0 1591 158fi ]i5 N$' $o 3,9a ry 1]t) py0`p 1300 3 6° 'I. SIR °� A36 --- ]58� 8q z3a 12631 / p ° a%1w7 1z61 aa° s2 3 a3 p �� A6o a°° P ,/ + Aeor 1122 pQ p1 pv 119 A4° b A^'P . aJP 6 1(i6(i )St 91B �9fifi ° A{ a00 P,y )46 N,. - 13Y8 p''• a`6�`dj\d\l� ]fi) ]<5 m y@ w m 958 4P 36 N 1242 p ]3\� FOW Hydrant 61r j.. SM1 88/e'-bj6 ry. pyp B it n 1144 gas p ua �1217 44e az - '' 4ry °oo )BB n6 g Ary ^/B'iu95� w6 0 ' 4 0801 1 10840 e 388 �O N i3' ,�O 994 fi91. _ rz19 An°/I H�),�,SaJ rsa�e' Test Hydrant p P �p a 40e3 ash 5 a )3a% Bo m pop o ^ry Bot9 iose 688 894 y # 4 )99 � p 'j/1 tol9 aJ2 A20 8]fi,Y d+p\ fi]\ P3aa s °,� mo11441 10sz"°°0 ry 17p°o m 67a� 1 a ros p 42o al° y ,.b 4p0 a12 02 tU6] 1o]s t083 II' 1091 Kp y V �A aJ2 p 20 e y �O \ AV LR lzas d S o pis A.aa ary Flow H e 1248 p44 ytlrant 13e7 m 36° Ay° o ppP e>0'•►w a �n aW:°9og� °sr e S S `d s o au a > Albemarle County m DISCLAIMER LAI MAon•� °monrl® we w wlB Service Auth�ritY e ..mwaae.we. rernvb'.n r^nwn eam. e. n.0•.. a 225 459 675 !p0 ` �' j aYm mvnmq rvAAI mane Feet ,err. #�cmamr,3 DEPARTMENT OF COMMUNITY DEVELOPMENT. PLANNING& ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE oz/o7/zoz2 Ad y.u.r .yy.r 1.r A • j oµ� PC 0.d'i,. ICT PROJECTLOCATION O�g ` e.3 2y „r m 4o 4_W � /yO �O .vj. 1 1 ,.W ,A q .,.. ° `tea VICINITY MAP 111 20001 DEVELOPER: RIO POINT LLC 123 EAST MAIN ST 5TH FLOOR CHARLOTTESVILLE, VA 22902 CONTACT: CHRISTOPHER HENRY CHENRY@STONYPOINTDG.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title CO.0 COVER C0.1 REZONING PLAN C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 OVERALL EXISTING CONDITIONS PLAN C2.1 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.2 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.3 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.4 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.5 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.6 EXISTING CONDITIONS & DEMOLITIONS PLAN DETAILS C4.0 OVERALL LAYOUT PLAN C4.1 LAYOUT PLAN C4.2 LAYOUT PLAN C4.3 LAYOUT PLAN C4.4 LAYOUT PLAN C4.5 LAYOUT PLAN C4.6 LAYOUT PLAN C4.7 LAYOUT PLAN C4.8 LAYOUT PLAN C4.9 OPEN SPACE PLAN C4.10 UTILITY PLAN C4.11 UTILITY PLAN C4.12 UTILTIY PLAN C4.13 UTILITY PLAN C4.14 UTILITY PLAN C4.15 UTILITY PLAN C4.16 UTILITY PLAN C4.17 UTILTIY PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 GRADING & DRAINAGE PLAN C5.4 GRADING & DRAINAGE PLAN C5.5 GRADING & DRAINAGE PLAN 11 AA A A C7.10 EASEMENT PLAN C8.0 STORM PROFILES C8.1 STORM PROFILES C8.2 STORM PROFILES C8.3 STORM PROFILES, STRUCTURE & PIPE TABLES C9.0 WATERLINE PROFILES C9.1 WATERLINE PROFILES, SANITARY STRUCTURE & PIPE TABLES C9.2 SANITARY SEWER PROFILES C9.3 SANITARY SEWER PROFILES C10.0 SIGHT DISTANCE PROFILE C10.1 ENTRANCE PROFILES SD1.50 TRAILHEAD PARK MATERIALS PLAN SD2.40 WALL DETAILS LP1.00 CODE REQUIRED PLANTING PLAN LP1.01 CODE REQUIRED LANDSCAPE BUFFER LP1.02 BIORETENTION 1A PLANTING PLAN LP1.03 BIORETENTION 2A PLANTING PLAN LP1.04 EXISTING VEGETATION LP2.00 PLANTING NOTES AND DETAILSL LP2.01 REQUIRED PLANT SCHEDULE E1.01 P ELECTRICAL PHOTOMETRIC SITE PLAN E1.02P ELECTRICAL PHOTOMETRIC FIXTURES E1.03P ELECTRICAL PHOTOMETRIC FIXTURES E1.04P ELECTRICAL PHOTOMETRIC FIXTURES TOTAL: 61 SHEETS V B. JESSICA R. DENKO a uc. No. 57291 A 10 �o�FSSIO N A I���� F DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1 > z_j Omw Q 0 LL C-) 0 U G O JOB NO. 46883 SHEET NO. CO.O O d 0 3 a 0 a0 00 dZ 20 O c A .- E o E, =w to a0 0 o= (D � 3 ti z„ 0 � a F N `o2 5 Q§ n m m 2 Y SE X = mo � = 12 tl 0 E `o 0 o � a = Ma 10 a o 0 w w o as -6 e or„ to = orO c � nE ami �i F E L SITE DATA (CONTINUED): TOTAL PROJECT AREA: PARCEL 06100-00-00-167CO = 25.73 AC. PARCEL 06100-00-00-16700 = 1.58 AC. 27.31 AC. AREA DEDICATED TO PUBLIC R/W. 0.82 AC. TOTAL DEVELOPABLE AREA 27.31 AC - 0.82 AC = 26.49 AC. EXISTING IMPERVIOUS AREA: 0.212 ACRES PROPOSED IMPERVIOUS AREA: 10.22 ACRES LIMITS OF DISTURBANCE: 18.92 ACRES PROPOSED USE: RESIDENTIAL PROPOSED UNITS: 144 - ONE BEDROOM APARTMENTS 134 - TWO BEDROOM APARTMENTS 34 - THREE BEDROOM APARTMENTS 16-TOWNHOUSE 328 TOTAL UNITS SETBACKS: FRONT: 5-FEET MINIMUM, NO MAXIMUM GARAGE: 18 FEET MINIMUM (FRONT LOADING PER PLAN), NO MAXIMUM SIDE: 5-FEET MINIMUM, NO MAXIMUM REAR: 20-FEET MINIMUM BUILDING SEPARATION: 10-FEET, NO MAXIMUM NET DENSITY: OVERALL NET DENSITY CALCULATIONS (BASED ON THE ALBEMARLE COUNTY GIS COMPREHENSIVE PLAN MAPS) NEIGHBORHOOD SERVICE CENTER (3-20 UNIT/ACRE) x 5.33 ACRES = 15 UNITS (MIN.) & 106 UNITS (MAX) URBAN DENSITY RESIDENTIAL (6.01 -34 UNITS/ACRE) x 14.95 ACRES = 89 UNITS (MIN.) & 508 UNITS (MAX) PUBLIC & PRIVATE OPEN SPACE AREA (ZERO UNITS/ACRE) = 0 UNITS (MIN. & MAX) OVERALL ALLOWABLE NET DENSITY: 104 UNITS (MIN.) TO 614 UNITS (MAX.) PROPOSED DENSITY: 328 UNITS / 27.31 ACRES = 12.01 DU/AC ALLOWABLE USES: THE ALLOWABLE USES FOR THIS DEVELOPMENT SHALL BE IN ACCORDANCE WITH SECTION 18-19.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BUILDING HEIGHT: THE MAXIMUM MULTIFAMILY BUILDING HEIGHT FOR THE DEVELOPMENT SHALL BE A 3 STORY BUILDING WITH A BUILDING HEIGHT NOT TO EXCEED 45 FEET. FOR EACH STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET. BUILDING 1 (6 TOWNHOUSES) SHALL BE 3 STORY. BUILDING 2 (5 TOWNHOUSES) SHALL BE 2 STORY OPEN SPACE REQUIRED: PER APPLICATION PLAN ZMA201900008 COMMON OPEN SPACE AREA = 7.49 AC (MIN.) OPEN SPACE TO BE DEDICATED TO PUBLIC USE = 1.1 AC ACTIVE RECREATION AREA = 1.0 AC (MIN.) CONSERVATION AREA DEDICATED TO PUBLIC USE = 5.89 AC GREENWAY TO BE DEDICATED TO PUBLIC USE = 0.12 AC TOTAL OPEN SPACE REQUIRED = 15.6 AC MIN (58.990/ol OPEN SPACE PROVIDED: COMMON OPEN SPACE AREA = 8.10 AC OPEN SPACE TO BE DEDICATED TO PUBLIC USE = 1.1 AC ACTIVE RECREATION AREA = 1.0 AC CONSERVATION AREA DEDICATED TO PUBLIC USE = 5.89 AC GREENWAY TO BE DEDICATED TO PUBLIC USE = 0.12 AC TOTAL OPEN SPACE PROVIDED = 16.21 AC MIN (61.19%) OPEN SPACE CALCULATION: 26.49 AC - (CONSERV. AREA 5.89 AC) - (PARK 1.1 AC) - (GREENWAY 0.12 AC)) X 25% REQUIRED OPEN SPACE = 4.85 AC PROVIDED OPEN SPACE = 7.49 AC (COMMON) + 1.0 AC (ACTIVE) = 8.5 AC ACCESS: THE PROJECT CURRENTLY HAS (2) ACCESS POINTS FROM RIO ROAD THAT WILL SERVE AS ACCESS TO THE SITE. THE DEVELOPMENT IS PROPOSING AN INTERCONNECTION TO TMP 61-167A AS SHOWN ON THE APPLICATION PLAN, RIO COMMONS (SDP-2021-00045). THERE IS ALSO A PEDESTRIAN AND BICYCLE CONNECTION FROM THE PROPERTY TO THE CITY OF CHARLOTTESVILLE PROPERTY ADJACENT TO THE DEVELOPMENT. FIRE & RESCUE: THE PROJECT SHALL CONFORM WITH ALBEMARLE COUNTY FIRE AND RESCUE REGULATIONS FOR FIRE PROTECTION AND ACCESS TO THE SITE. ALL DRIVE LANES WITHIN THE APARTMENT COMPLEX THAT ARE ADJACENT TO A BUILDING ENVELOPE SHALL BE 26, IN WIDTH FOR FIRE PROTECTION OF THE 3 STORY BUILDINGS. PARKING REQUIRED: PER SECTION 18.4.12 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 1.50 x 144 ONE BEDROOM APT = 216 SPACES 2.00 x 134 TWO BEDROOM APT = 268 SPACES 2.00 x 34 THREE BEDROOM APT = 68 SPACES 2.25 x 16 TOWNHOUSES = 36 SPACES 588 TOTAL SPACES REQUIRED** PARKING PROVIDED: 2 x DRIVEWAY SPACES PER (16) TOWNHOUSE = 32 SPACES 1 x TUCK UNDER GARAGE SPACE PER (16) TOWNHOUSE = 16 SPACES 450 REGULAR PARKING SPACES 28 ADA SPACES 17 GARAGE SPACES 543 TOTAL SPACES PROVIDED *SPECIAL EXCEPTION FOR PARKING REQUIREMENTS HAS BEEN APPROVED ADA PARKING REQUIRED: FOR 401 - 500 TOTAL SPACES, 7 ACCESSIBLE SPACES REQUIRED, 2 OF WHICH SHALL BE VAN ACCESSIBLE = 9 TOTAL ADA PARKING PROVIDED: 28 ACCESSIBLE SPACES PROVIDED, INCLUDING 6 VAN ACCESSIBLE SPACES TRIP GENERATION: PER TRAFFIC REPORT BY RAMEY KEMP ASSOCIATES, DATED MAY 24, 2021, THE TRIP GENERATION POTENTIAL OF THE PROPOSED NEIGHBORHOOD IS AS FOLLOWS: ITE TRIP GENERATION - TYPICAL WEEKDAY - 10TH EDITION LAND USE (ITE LAND USE CODE SIZE AVERAGE DAILY TRAFFIC (VPH) AM PEAK HOUR (VPH) PM PEAK HOUR (VPH) ENTER EXIT ENTER EXIT ENTER IT MULTIFAMILY HOUSING (MID -RISE) 328 UNITS 893 893 31 87 85 54 (221) RECREATION SPACE REQUIREMENTS REQUIRED PROVIDED TOT LOTS: 1 TOT LOT FOR THE FIRST 30 UNITS, 1 TOT LOT ACTIVE RECREATION AREA: 1.0 AC FOR EACH ADDITIONAL 50 UNITS = 7 TOT LOTS CLUBHOUSE: 6,112 SF TOT LOT SIZE: 5,000 SF FITNESS AREA: 1,503 SF SWIMMING POOL: 1,904 SF BASKETBALL COURT: ONE-HALF COURT FOR BASKETBALL RECREATION FIELD, 3703 SF FOR EACH 100 UNITS = 3 HALF COURTS TRAILHEAD PARK: 1.1 AC HALF BASKET BALL COURT: 2,100 SF GREENWAY TRAIL: 0.65 AC TOTAL AREA REQUIRED: 5,000SF * 7 + 2,100SF * 3 = 41,300SF TOTAL AREA PROVIDED: 1.0 AC + 1.1 AC + 0.65 AC = 2.75 AC = 0.95 AC ALL PROJECT AMENITIES MUST BE COMPLETED PRIOR TO 50% OF THE UNITS RECEIVING CERTIFICATES OF OCCUPANCY BUILDINGTYPE #OF BLDGS. SQ.FT. TOTAL SQ. FT. IN DEVELOPMENT UNITS PER BUILDING UNITS IN DEVELOPMENT 1 BDRM 2 BDRM 3 BDRM TOTAL 1 BDRM 2 BDRM 3 BDRM TOTAL B 6 30951 185706 12 9 3 24 72 54 18 144 C 2 38363 76726 8 20 0 28 16 40 0 56 D 4 38375 153500 14 10 4 28 56 40 16 112 TOWNHOUSE 16 2841 45456 0 0 1 1 0 0 16 16 CLUBHOUSE 1 1 6112 j 6112 0 0 0 0 0 1 0 0 1 0 AMENITY BUILDING 1 3322 3322 0 0 0 0 0 0 0 0 461388 34 39 8 81 144 134 50 328 Original Proffers X Amendment PROFFER STATEMENT ZMA 2019-00008 Project Name: Rio Point (formerly, Parkway Place) Tax Map and Parcel Number(s): 06100-00-00-167CO and 06100-00-00-16700 Owner(s) of Record: Rio Point, LLC, a Virginia limited liability company Date: August 3, 2021 Approximately 27.31 acres to be rezoned from R-4 Residential to PRD - Planned Residential Development Rio Point, LLC is the sole owner (the "Owner") of Tax Map and Parcel Numbers 06100-00-00- 167C0 and 06100-00-00-16700 (the "Property"), which is the subject of rezoning application ZMA 2019-00008, a project known as "Rio Point " (the "Project"). The Rezoning Application Plan for Rio Point Development, prepared by The Timmons Group, comprised of a cover sheet (Sheet 0), the Site Layout Plan (Sheet 1), Notes (Sheet 2 ), Grading Plan (Sheet 3), and Frontage Improvements (Sheet 4), dated April 2, 2021, last revised June 4, 2021 is referred to herein as the "Application Plan". Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. The Owner and applicant specifically deem the following proffers reasonable and appropriate, as conclusively evidenced by the signature below. 1. Road Improvements: (a) Upon written request b YAlbemarle County,Owner shall dedicate approximately 0.82 acres of land ("Dedicated Areafor the future John Warner Parkway and Rio Road Roundabout, road frontage improvements, and shared use pathways, as shown on the Application Plan. The Dedicated Area shall be dedicated within ninety (90) days of the request by Albemarle County. The Owner shall bear the costs of preparing the subdivision plat necessary for the dedication of the Dedicated Area to Albemarle County. The Owner shall provide a general warranty of title in the deed conveying the Dedicated Area. (b) Upon written request of Albemarle County, but no later than five (5) years following the approval of ZMA 2019-00008, the Owner shall make a cash contribution toward the future John Warner Parkway and Rio Road Roundabout (2864483-1, 121567-00004-03) authority and shall incorporate a shelter, a rest bench, pedestrian access, and signage all in accordance with minimum standards consistent with similar existing public transit stops located within the County. The Transit Stop shall be installed and completed concurrently with the Rio Road Improvements. If any portion of the Transit Stop is located on the Property, the Owner shall dedicate it to public use or grant an easement as necessary to allow for the public access and usage of the Transit Stop. (b) Notwithstanding the provisions of subparagraph (a), following approval of ZMA 2019-00008, should the County prefer that a transit stop be constructed in the location of the current bus stop on City -owned property (Tax Map 06100-00-00-16900) on the north side of Rio Road East, or (b) should the County elect to receive funds for constructing the Transit Stop in lieu of the Owner's construction of the Transit Stop, the County shall notify the Owner in writing of the election to receive a cash contribution in lieu of the Transit Stop, and the Owner shall contribute Twenty Thousand Dollars ($20,000.00) to the County's Capital Improvement Program (CIP) as a cash contribution for construction of the Transit Stop in either location. The Owner shall make the cash contribution within sixty (60) days from written request of the County. [THE REMAINDER OF THIS PAGE IS INTENTIONALLY BLANK.] (2864483-1, 121567-00004-03) 3 improvements. Within ninety (90) days of receipt of the County's request, the Owner shall contribute to the County's Capital Improvement Program (CIP) fund Seven Hundred and Fifty Thousand Dollars ($750,000.00) as a cash contribution toward such improvements. (c) Owner shall design and construct certain road improvements along Rio Road, including turn lanes, as shown on Sheet 4 of the Application Plan (the "Proposed Road Improvements"). The Proposed Road Improvements are conceptual and are subject to change based on County and VDOT recommendations. The Owner shall substantially complete the construction of the road improvements along Rio Road in accordance with final road plans approved by County (the "Rio Road Improvements") prior to issuance of the first certificate of occupancy for the Project. The Rio Road Improvements shall be deemed "substantially complete" by one or more of the following methods, whichever occurs first: (i) the Albemarle County Engineer or its designee determines them to be complete; (ii) they are constructed and inspected and the VDOT construction bond is released, or (iii) a VDOT official otherwise confirms that they are substantially complete. 2. Trailhead Park. (a) The Owner shall construct amenities in the trailhead park within the "Open Space, +/- 1.1 Acres," as noted on sheet 1 of the Application Plan and as approved by the County Parks and Recreation Department (the "Trailhead Park"). The Owner shall substantially complete the Trailhead Park amenities, (to consist of a minimum of 12 parking spaces, benches, trail connections, landscaping, public art and a gazebo or other small structure), prior to issuance of the first certificate of occupancy. (b) Upon written request by the County, the Owner shall dedicate to the County by special warranty deed of fee simple title or grant of perpetual easement, whichever is preferred by the County, for no consideration, the approximately 1.1-acre Trailhead Park, as shown on the Application Plan. Upon dedication, maintenance of the Trailhead Park will be the responsibility of the County (unless the County conveys its interest in the Trailhead Park to the City of Charlottesville, in which case the City shall public access easement to the maintain it). The Owner shall provide and maintain the p Trailhead Park as shown on the Application Plan. The Owner must make the necessary subdivision application for dedication within ninety (90) days of receipt of the County's request and shall complete the dedication within thirty (30 ) days of receipt of final subdivision approval.. 3. Transit Stop. (a) The Owner shall construct a public transit stop (the "Transit Stop") on the Property along the frontage of Rio Road East. The Transit Stop shall be designed and constructed in coordination with, and shall be approved by, the appropriate County (2864483-1, 121567-00004-03) Signature Page for Proffer Statement for Rio Point, ZMA 2019-00008 TMPs06100-00-00-167CO and 06100-00-00-16700 OWNER: RIO POINT, LLC, A Virginia limited liability company (2864483-1, 121567-00004-03) El JESSICA L pE►(KO lac. No. 57291 10-12-22 m E 0 N OV N C Q O > E w vE �. ¢L, 3 LL 0 LL w 0 " M ;. 2' w L J U00 (0 W N N v X 9 ai 04 "=a uI= vN 2 U 1 N C M 0 a' N W M a� O] J Ui 0 0 (D x F 0 w w_ U Z 0 > 0 0 r t7 Z O a Of U m w 0 z 0 U) >LU ql � 2 O luo 0 2 c� 000 ~ h M N 4 Oti*v 0 h O O I00.v DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE > Z z_J J H� OwV < ��r� LL co Q Z O LL o Z O 0 N LJJ JOB NO. 46883 SHEET NO. C0.1 L LEGEND ROADS SEWER TRAFFIC STOP BAR ® C - S EXISTING SANITARY SEWER m STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. S�SAN-0--QS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL 0 CURB & GUTTER WATER DRY CURB & GUTTER EXISTING WATER LINE PROPOSED PAVEMENT g• yy PROPOSED WATER LINE 71 PAVED DITCH 0 g• yy PROPOSED VALVE - JUTE MESH DITCH -{-Z! g• yy PROPOSED TAPPING SLEEVE CENTERLINE OF DITCH PROPOSED FIRE HYDRANT (COMPLETE) L s Y BENCH MARK GRADING . �. CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN TC = TOP OF CURB BC = BACK OF CURB EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 - PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS +240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS `TC 240.5 PROPOSED SPOT ELEVATION N/A = NOT APPLICABLE TO THIS PROJECT 0 PARKING COUNT CRITICAL SLOPES El JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAINS . THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT ACBID DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER, AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 35. ACCESSIBLE PARKING SPACES ACCESS ISLES AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ]CC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOU FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. 38. LIGHTING NOTE: 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. FIRE PREVENTION NOTES 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING CONDITIONS MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: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, 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). Albemarle County Engineering Final Plan General Notes Pagel of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 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). Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards - Version 1.0, adopted in December 2015, except as modified below or modified in special notes. eP 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written percussion from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existingutilities as shown on the plans is from data available at the time of design P and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location size and depth of all existing utilities both surface and subsurface. . P g > The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. JESSICA L KNKO uc. No. 57291 �,s,10-12-22 41 ^� E 0 N OV N C > E w vE ¢U `T 3 LL LL � W 0 ^y W W L M ¢ J U 00 W J -Lri .. WN N v 3: 0 Z Y �x �_< Un= vN 2 U > N ~ C vi o a' N � M a� OJ J toF- am O cc t7 N Z 0 f AM Z O a U W w 0 z o ti > qI' CL 1 2 O� W UQ 2 c� OHO DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE J z0Q w ~� O2: w w m < 0 06 00U) LU ~ 0. O O U Z JOB NO. 46883 SHEET NO. C1.0 L 2„ R H �F �4„ �4�P`T CONIC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR Qy Gam/ \ 6„ IMBEDDED 24" IN GROUND HANDICAP SIGN VA. SIGN FOR THE DISABLED ON 0.80 GAUGE COLORS: GREEN & O K� L \ 8 1":1 —� 2.0" ASPHALTIC CONCRETE SURFACE LOCATION (VAN) HANDICAP SIGN ALUMINUM. BORDER LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, c> jESSICA ��� uCx HOxAr a 13" \� ° a °� a ° COURSE - SM-9.5A LOCATION (TYP.) WHITE BACKGROUND. ° 10-12-22 a B'. a ° 7" 3.0" INTERMEDIATE BASE COURSE - BM25.0 COMPACTED B ° a a ° RESERVED RESERVED SIGN f �. SIONAI SUBGRADE j a ° a° 0 0 o EOP FCURBACE F PARKNG PARKING TD. U POST as a a ° 8" TYPE 21-B AGGREGATE SUBBASE COURSE GALVANIZED CONTINUE 21B STONE PAPER D 2% MAX. 18 18 4" MIN. \\/\\\/\\\\\\\/\\\\\/�\\\\\ 4„ BASE FROM ADJACEN 4„ VDOT rn g L T PAVEMENT SECTION SPEC. PAINTED N 6 \ �\ �\ �\ \ �\ �\ �\ �\ �\ �\ �\ �\ UNDER CURB COMPACTED SUBGRADE STRIPE > E 6" 6" 2'-0„ (TYPICAL) RKTY PBIALTT _ DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS 6' S' 6' S' $' TYPICAL VAN iKl�-S�10f%E iK10 i5�Of1E TOWAWAVZOIE MOM ZONE 6' _ w v 3 STANDARD CG—G CURB Sc GUTTER -- F ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE T VAN POST TO BE ¢ LL 2 3 w O o ^� ¢'EB No Scale DRIVEN oMo z 6' ABOVE ACCEDE 6' ABOVE w J — n O NYLOPLAST DRAIN BASIN WITH DOME GRATE FINISHED FINISHED / a > o N H GRADE GRADE H In t L: v „�- a Of (I,�WrECRATEO DucraE Max GM,ETD MA,DH BA6IND.D. � o Cn - a U) HEAVY DUTY ASPHALT PAVEMENT SECTION TYPICAL PARKING SPACE DETAILS SPACES SHALL BE IDENTIFIED BY ABOVE GRADE o a o No Scale No Scale SIGNS AS RESERVED FOR PHYSICALLY DISABLED ONE R-7-8 U)= v ry z O O R=%< PERSONS. PROVIDE (1) ¢' � SIGN AT EACH PARKING SPACE INDICATED ON III_III _III_III—_III o N > a� MINIMUMPIPEBURAL DEPTH PER PIPE I� MMTERMGiEsvMIAeIE 1 CONTROL JOINT SPACED SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED w Il a MANUFACTURER a°-aBmACWRDWOTnaANs (3) VARIABLE INVII1r HEICM3 RECOMMENDATION AVAILABLE(ACCORDINGTO NON -SLIP BROOM FINISH AT WIDTH OF WALK (MAXIMUM) Ip WHITE) WITH GREEN LETTERS AND r� a v V) ti 1-- 2 lV (MIN.MMUFACTURNG PLMSQAIGEOFF) REDSAMEASMIN.STIMP) ry'— r/ ' ` EXPANSION JOINT AT MAX INTERNATIONAL WHEELCHAIR SYMBOL. SIGN m J (/) (/� OF 30', WITH PREMOLDED SHALL BE PLACED ON STEEL POST 1-1/2" 0 2 W a O 2 W EXPANSION FILLER PAINTED BLACK SET IN MIN. 2' OF CONCRETE. ul VARIABLE WIDTH' CONC. WALK ui O („) W O („) ID)VARIABLESUP DEPTH ACCORDINGTOPLMS (r MIN.ONB'-24•,IPMIN.ONW o MAX. CROSS SLOPE 2 /o 0 C1 Z yWiN (4) VARIOUS TYPES OF INLET S OUILET ADAPTERS 1 5Fi 'V' PMINONI -W BASED°NMANUFACTURINGRE°.1 AVAILABLE: WRRUGAIFDHDPE I;7y)j 8'MEN ON 3P SINGADS N-I211ANO°HP, P/ I. WAL RADSHPNC3°R (� Lj PJCDM (EX: SCH4IN,FVCC9DWC905, CORRUGATED S RIBBED PVC \�\/\\\,� ... , . a ., .. ADA PARKING SIGNS SIGN AND POST DETAIL �_ O WAIIDRTIGHTJUM THEBAONFILLMATERALSHALLMMUVEDSTONEOROMER / // / ° p a I NO Scale No Scale o o (WRRUGATED HOPE SHOWN) GRANUWYFMTERINLMEETINGTHEREWIREMENTSOP SSA, IL ORCIASS IIIMRSURFAB DEFINED IN ASRT w BEDDING SHAD\/� 116.W� 11 BEDDINGBBACNFILLFORSURFACE DRAINAGEINLETSBHVL BE PIACEnaconPACTEouNIFORMLYIrvAWORawcEwrTHABTMozul. �j\�` 4" 3,000 PSI AIR -ENTRAINED EXISTING PAVEMENT PROPOSED PAVEMENT ,>W, W rN 0 ry 0 CN CONCRETE `� > a Ln Lko 0 -N,-9TDOA,E GRAiFBBMVIBEDW,IIE IIS1114AABIr,I AASitB -rxIrDDM SRTCNIDT"EDRA01.11 MN ME°� COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER COMPACTED SUBGRADE 4" 21-B STONE a SAWCUT THROUGH a MATCH EX. CROSS NOTE: PROPOSED J EX, SURFACE w SLOPE UNLESS OTHERWISE PAVEMENT MUST TIE z O o o ti CONCRETE SIDEWALK JOINT DETAIL °A� TO' oFn„c$am.,oP.$E w „c„o.�s,.,,xN. s-D„xHPPS f611AWUFN'IUREO ACCg9wcio FLH1 rxls 4RANNOY FBc AU1FItl01 ]+]BVFUGAM5E COURSE x SPECIFIED ON PLANS > .HAAPEUFRETARCTMPirERIunNICJ1 BER6ECVS1 DErMLs. RISERsaiEnEEOEowRN,elxsoNERerouETosRPFNc mean MrsPRaFRFTAmR"NiS. TxF RFceIFr BUFmD,DA]osn RESTRICTIONS. SEE DMWINGNO.IW1-11B�. OR POSSF$$ION OF THIS PRINT DOES NOT CONFER, DA, g Iq PHNjV0I9CBE3 IN WITH EXISTING w W &REMOVE � 02/07/2022 No Scale �T R-DMINAGECONNECTEDNRTUDJ01NTT10+1"ES5SEr Co„FORMM TRIADSFER,ORUCE„$ETHEUSEOFTHEDESIGx CR 1,`f10 ast F.1x1TRIU2.. ASTM pnl]FCRCORRUG DHDPFN%N5N.12HONWR.N101ll1, TECHNIGL INFORMATION SHOWN BERLIN MEMBER. wx PROdw N0jM,VE i xw.nrloPM:l-a:.com N-12HR a P✓CSFWFR Ia'.m'. REPROOUMMOTTHIS%iwTORANYINFORMTIRI B-AUA➢IERS GVI"emouxTEnaANYANGIEVTOW.. TODETERNWE Cq.'M reREN, ORMANUFACTUREW. DA,E W14, ""E BEAR. ...I.D.W.. TE MINIMUM MR BETWEENAOAPTERSGEEOMYMNGN MI-110012 IMFORBIOEREF%CEPTRYSPECFIFROM "CC(SURIEN "'"ERS WIC„SFECINSTALUTICNEETNL . < ^ R. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS PAVEMENT PAVEMENT 2' MIN. PROPOSED I SURFACE O } TOP OF CURB 4„ R=2" DRAWN BY B-r N'DMMEGRRES.A NOLWDMTN1 FERNISSACN ENOMNYUUPw` NLpx..r uwGag A 'GAME 1. VERB IGFI DRONO. rNlH0.l9r RFR D .Rn NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH *THE DEPTH OF CURB °2"+ COURSE R. VAN NIEKER VDOT STANDARDS. THE COLOR OF ALL FLATWORK SHALL BE u MAY BE REDUCED AS "UVA CANVAS" \\\ \\\ 6" MUCH AS 3" (15" EXISTING DESIGNED BY NYLOPLAST DRAIN BASIN WITH STANDARD GRATE \�j\�j\ _ ; .° .' DEPTH) OR INCREASED AS MUCH PAVEMENT • ). DENKO CONCRETE SIDEWALK PAVEMENT SECTION �j\\j\\j • ""1N1EGflA1m°1BASINN SURFACE AS 3" (21" DEPTH) IN ORDER THAT THE MILL EX. SURFACE COURSE • No Scale CHECKED BY fRAMEBGMTE TO M4IY]I R491N O.D.0 \\\\ BOTTOM OF THE BASE COURSE IB'MW wIDTfIGIMOELEBE//\\//\\ VDOT A-3 CONCRETE BASE CURB WILL COINCIDE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE • • C. KOTARSKI S MINTxICRiE99 GIIDEDNE MINIMUMRPEBwcAL 2.0" BITUMINOUS CONCRETE SURFACE COURSE -SM-9.5A/��� \ \ �\ \\ CONTINUE 21B STONE BASE FROM ADJACENT a WITH THE TOP OF A COURSE OF THE PAVEMENT • • SCALE PAVEMENT REPLACEMENT JOINT DETAIL No Scale DEPNU PPERPIPE (3) VARIABLE INVENTHEIGHiS AVAILABLE (AWOROINGTO RECOMMENDATION / / / PAVEMENT SECTION UNDER CURB SUBSTRUCTURE. • PLMER MOFF) (MIN.MANUFACTURNG (R nAVIFR (B,])TRANI LOADS: CONCRETE SLAB DIMENSIONS ME FOR REGSAMEASMINWIP) ANGLES GUIDEUNEPIIRPGRESONLY. ncnucaNCRETESLMMusrBE �� 8" TYPE 21B AGGREGATE BASE COURSE OTHERWISE, THE vARu.�Mc o• DESIGNEDTAJDNGINTOMMIMMTI NLOCALSORDONDMONS, RARE TRAFFIC LOADING,AOTHGRAPPLICABLEDESIGNFACFORS. �� UB BASEJ DETH IS TO BE 18" AS seE ORAvnnc FBo.ram-nam FaTNONTRAFFIC INsruunoN. ,Jot,Jvl,Jol,Jvt,Jvl,J SHOWN. � COMPACTED SUBGRADE -,� �� � SIGNAGE NOTES: IS) VARIABLE SUP DEPTH ACADy: ON8'.W,IORMIIN..O IB'M,ON SO WI 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH STANDARD CG-2 CURB (4) VAWWSTLE: 4D. WFORCORRH NTEDHERR �n}°93i CMINONB-24' BASED ONMMUFAcnBRWGRE01 AVAILABLE: 4'-BY FORCORRDGATm HOPE !'U�'I WMINONV THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY Scale9ENGIEwALCOM(EPP/CSEWERTflLSD"a5). (AEWAL NU12HP IM SMR([GWMCOR —No - DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 77�7_7_7_ REVISION THERETO: PVCDM"am CORRUGGATTED& IESEEDNO A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. WATERTIGH1FJDNT THE BAC"FRLMATERNUSHALL BECRUSHEDsroNEOROTHER B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC (CORRUGATED HOPE SHOWN) GRANUIM MATERIAL MEETING THE REQUIREMENTS OF CUSS 1, PAVEMENT PROPOSED PAVEMENT CONTROL DEVICES. CLASSEXISTING ILORCLASS UIII MRSURFABDEFINED IN ASTIM SHAD BEDDING BEDDED& COMPACTED ICE RHAILBE PA&EDBCOMPA&ED°NIF°RMLYINAWQRDM�WNNMMM21 C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE LIGHT DUTY ASPHALT PAVEMENT SECTION a SPECIFICATIONS. 1-0'-BvsrumARp GRATT'SsxA1LBEDUCTIIEIPGx Pei AslMgcja SAWCUT THROUGH a MATCH EX. CROSS j EX. SURFACE W SLOPE UNLESS OTHERWISE D. THE 2000 INTERNATIONAL FIRE CODE. No Scale 2- -F�ESS a BEDRGTILEIRG„PER�,M,x�$GRAGE,pMRGx rS IPSTMDARD GRATES FIT DIRECTLY ONTO DUN WINS WITH THE $-DAMN&$MCTOMCMTTOMMUFACM®�A�Gf%P'I°°'WMro DETAILS BISE DETAILS RISERSEEDRA CEDT-0RBASINBGNERM•DUEToallwwc COURSE x (X w SPECIFIED ON PLANS &REMOVE 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER EXPANSION JOINT WITH SMENUMDxo.MI-IIP•AS rRSPRINr DI$GASEs suWECTMATTERIN NHIQI pMNNOY BHC NMFRY ]+]OVpMXAAYE 4-DMIWEOo NEUMWUBMINTnGAR MSM WNFaRMM NYL=HABPROPRIFTARYRNMB. THERREDET BUFam,wsxsm PREMOLDED EXPANSION 1/4" SEALANT PAVEMENT PROPOSED CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN 0 AM0]212FORCMRUGnDHDM(M W121WICORM WA4 ORPOSSESSIONOFTHISPRINTDDESNOTCONFER, DATE +-2SM PIMRN191NW 2'MIN. x.12HF.BFvc sEWERIr NT1 rRANSFER.oxucENsemEuse of mE DesIGx DR N 10 aSt F"'Ii0I2"° s-ADAFTERBCANBEMOUNTEO ONMYMGIEO•TOW roDE+ERMNE rEDHNICAL INFORMATION SHOWN HEREIN BRANSO Y WIN Nq]ECTXOAMxE "xx+,ylopYMua.mn FILLER, "ZIP $TRIP" OR NON -SLIP BROOM FINISH SURFACE NOTE 1 ABOVE. MINIMUMANGLEBETWFWABn RBBEEORA'M„GNO.MI41WBL REPRODUMONOTTmBFRNTORENYNFOHIM OR TINE 0-li-SYSTANOA90 fiGlES$HNLRFFTFF20 LLYVOMIMG. CpIiPIN. FEREIN, OR MWUFACTUREC£PXY SAM WMI ORANEA9"WRHS+AB"MRp GRATE EQUIV„ SEAL WITH WWF 6x6 W2.9xW2.9 2"+ COURSE - r-MLY;NOTAN0ARDGMTESAREMTFnFORUGMWnIFFJCAIIW$ ARTICLE FORBID EN,ESDMFORTHEDLSCWRITTEroO+HEFs arcxsFEClxeiAL1ATN"IBEiML pLY:NO WiCRETECUIIMXEF➢F➢Fp2Me1Td11YPATING. IPERESE. HEXCEPT BYSFECIFIG WRITTEN PERMISSIgY FROM mGiA$E RWWI DAGIiE A $CYE +'tl &LET +OF+ pWG NO. rN1.110.1M REV M SILICONE SEALANT 2„ 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND EXISTING INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND , . 10" 3,000 PSI AIR ENTRAINED PAVEMENT INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. w < 4 1PORTLAND U� CEMENT CONCRETE 0 0 6" TYPE 21A STONE COVER MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE SOLID WHITE LINE 24" (TYP.) STOP Lu z J C� (-� Q Q w COMPACTED SUBGRADE O m Q (CBR 11.2) ij} J 06 NOTE: PROPOSED PAVEMENT MUST TIE 12, L DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS IN WITH EXISTING PAVEMENT f� STD. (VARIES) R1-1 O O w ~ D ~ HEAVY DUTY CONCRETE SECTION PAVEMENT REPLACEMENT JOINT DETAIL NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL OU No Scale No Scale HIGH INTENSITY SHEETING NO SCALE Z 10' - SOLID WHITE LINE - IIIIIII -_- -- III —III III-1 I, I IIIII II � i EXIST GRADE METAL INSPEC77ON FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) If IIII I III -III 3" CONCRETE COLLAR III III III- = 11 �I-III E III-1—III - -I I CRUSHED STONE BEDDING 6' -III=III-III-III=III=III-� -I -II 2" ASPHALT 6" DI CLEANOUT 6" COMPACTED VDOT #21 B STONE BASE 21 I I 2- COMPACTED (TYP.) -I (TYP.) SUBGRADE - 95% S.P.D. PLUG AT END OF LINE STRIPING AND SIGNAGE DETAIL CLASS A — TYPE 2 LOW MAINTENANCE SHARED USE PATH CLEANOUT DETAIL No Scale No Scale — No Scale JOB NO. 46883 SHEET NO. C1.1 0 d 0 3 a D a0 o -z 20 TF E O c m OT C a0 0 O � (D O Z zN O m a H- d `oF; �_ e '§ C, OF2 Y A° X c 0.0 0,6 2 12 a � c � `o a LD 06 a c 10ROM a 0 w o DA U c 2 m � � o c � LO n� w E F_ L SEWER SERVICE LATERAL CONNECTION NOTES: 4" DIAMETER BRANCH AND VALVE — WATER MAI PVC SLEEVE THRUST BLOCK VALVE M.J. FITTING-\ Mi PLUG VARIES RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") THREADED COUPLING BRASS NIPPLE AND PVC o CAP =j LUBRICATE ALL THREADS METER BOX (SEE FIG. W-7) NO. 57 STONE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE 24 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES - -'•-10't-•f---10'± s' 10'—= s' , WATER SEWER Q' LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 VARIES LMI! VATER MAIN—� / M.J. FITTING L 4" DIP RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. W-1 THRU W-7E). _ I / COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"xV TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C A 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". —� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN A2 2' MIN I 1 / SALT — TREATED FINISHED GROUND —/ 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 2ALVE BOX 7 CU. FT. II/ #68 STONE, 2500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. 42"MIN 6" GATE • • r VALVE • I^ 6.. X 61, . TEE i 'a 2500 P.S.I. CONCRETE i.r•a, l er 4�i� }•s i BASE AND THRUST BLOCK AGAINST A UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED O>� WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP C HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S, _ FIG. W-4 NOTE, MIN. 60' DIAMETER MANHOLE REQUIRED. o q MR) • DROP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBER A o 6 o - e 0 a a q. 0 GASKETED STOP COUPLING 27' PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY —90• RESTRAINED BEND PLAN PROFILE MIN. 6' BE➢DING WITH NO. 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TYPICAL GATE VALVE NTS FIG. W-5 METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2, 3'1' 5'0' 3'8' 2' 3'1' 5'0' 31131 3' 5' MIN. ' 4' T MIN. 12' MIN. 61 GREATER HAN T4' PROPOSALS VILL BE SUBMITTED, B DOOR HINGES ----- ---- -----� I I I ° I I I I I I I I I I I I LIFT HANDLE L— — — — — — — — — — — — — — — — TYPICAL METER VAULT N.T.S. FIG, W-7A SIDE VIEW ,75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 6' 4LUMINUM3ACCESS 1ATCH �U��yl JESSICA R. DENKO y �c Mo. 57291 oS10 N vi Cc 0 0 LID 0 0 0 W UU U Q z 0 in > 0 Am z O a U LU W 0 z 0 O Ln > °s EL h z LUL z ao z Z J z j z owo n z 0 � 0 oao DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE � VJ z�Q I --I W pwo � ^ I..L m Q 06 O LL r ui oC o 0 JOB NO. 46883 SHEET NO. C1.2 L ISO NEEDED FIRE FLOW CALCULATION Engineer/Architect: Timmons Group Date: 4/4/2C Project Name: Rio Point JR.van Niekerk Type of Construction = Type 118, non-combustible Class of Const. Coef. F = 0.8 Ground Floor Area= 11020 SQ. FT. # of Stories = 3.5 Total Floor Area (Ai) = 38570 SQ. FT. Fire Consideration Area: Construction Factor, CI = 2828 Ci=18(F)(Ai)o.s Rounded to Ne are st 250 GPM = 2750 :upancy Factor (Oi): Type of Occupancy = C-2 (Worst Case) Occupancy Factor (Oi) = 0.85 & Communication (P): XI+P1= 0x4+P4= o X2+P2= 0XS+PS= 0 X3+P3= 0X6+P6= 0 (X+P)i=1.0+ (Xi +P)= 1 (i=1) Max. (X=P) =1.75 n=NumberofSides of Subject Building Needed Fire Flow: NFF=(Ci)(Oi)(X+P)I = 2338 GPM Automatic Sprinklers (Yes or No) Yes Reduction Factor (%) = 50 Reduction Value = 1169 GPM TOTAL: 1169 GPM Required Fire Flow- Rounded = 1250 GPM (if <2500 nearest 250) (if > 2500 nearest 500) *Fire Hydrants Required N/A (1,500 GPM max each) 1 x 6 CAF 1 x 6 7RIMMEF 2x4RAILS CONC. PAD 10,-60 x 4 METAL POST TER I VARIES 17'-0" TO 18'-0" 1 1 x 6 OUTSIDE ELEVATION 3 SIDES 4 x 4 METAL POST UNLESS x 4 RAIL gON ERWISE NOTED YP.) PLAN 1 x 6 TRIMMER 3'-0" x 6 SIDING x 6 METAL POSTS 3'-0" CONC. STONE-" 3'-0" CON 12' 0" 12" POST ELEVATION VARIES VARIES .. r llllll IIIIIIII NOTE.- ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVA TION 3 SIDES 1/ H Cf e Fi 12' S7 HINGE 1 x4CAP OVER OUTSIDE GA TE VIEW J Vf'1J ILL\ YYIILLLJ INSIDE GATE VIEW DUMPSTER ENCLOSURE DETAILS N.T.S. ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) Building address or number Rio Point Bldg B - 3, 4, 5, 6, 10, & 11 Building address or number Rio Point Bldg C - 13 & t® Building address or number Rio Point Bldg D - 7 & 8 Residential or Non -Residential Residential Residential or Non -Residential Residential Residential or Non -Residential Residential Pressure Zone at Project S5 Pressure Zone at Project S5 Pressure Zone at Project 85 (Obtained from ACWWA or Hydrant Test) (Obtained from ACWWA or Hydrant Test) (Obtained from ACWWA or Hydrant Test) Fixture Value Number of Subtotal Fixture Value Number of Subtotal Fixture Value Number of Subtotal Fixture or Appliance (at 60 psi) Fixtures Fixture Value Fixture or Appliance (at 60 psi) Fixtures Fixture Value Fixture or Appliance (at 60 psi) Fixtures Fixture Value Toilet (tank) 4 36 144 Toilet (tank) 4 49 196 Toilet (tank) 4 49 196 Toilet (flush valve) 35 0 Toilet (flush valve) 35 0 Toilet (flush valve) 35 0 Urinal (wall or stall) 16 0 Urinal (wall or stall) 16 0 Urinal (wall or stall) 16 0 Urinal (flush valve) 35 0 Urinal (flush valve) 35 0 Urinal (flush valve) 35 0 Bidet 2 0 Bidet 2 0 Bidet 2 0 Shower (single head) 2.5 24 60 Shower (single head) 2.5 28 70 Shower (single head) 2.5 28 70 Sink (lavatory) 1.5 36 54 Sink (lavatory) 1.5 49 73.5 Sink (lavatory) 1.5 49 73.5 Kitchen Sink 2.2 24 52.8 Kitchen Sink 2.2 28 61.6 Kitchen Sink 2.2 28 61.6 Utility Sink 4 0 Utility Sink 4 0 Utility Sink 4 0 Dishwasher 2 24 48 Dishwasher 2 28 56 Dishwasher 2 28 56 Bathtub 8 12 96 Bathtub 8 21 168 Bathtub 8 21 168 Clothes Washer 6 24 144 Clothes Washer 6 28 168 Clothes Washer 6 28 168 Hose connections (with 50 ft of hose) Hose connections (with 50 ft of hose) Hose connections (with 50 ft of hose) 3/4 in. 12 24 3/4 in. 2 24 3/4 in. 2 24 Miscellaneous Miscellaneous Miscellaneous Bedpan washers 10 0 Bedpan washers 10 0 Bedpan washers 10 0 Drinking fountains 2 0 Drinking fountains 2 0 Drinking fountains 2 0 Dental units 2 0 Dental units 2 0 Dental units 2 0 Combined Fixture Value 622.8 Combined Fixture Value 817.1 Combined Fixture Value 817.1 Demand (gpm) 51.7 Demand (gpm) 57.4 Demand (gpm) 57.4 Pressure Adjustment Factor 1.21 Pressure Adjustment Factor 1.21 Pressure Adjustment Factor 1.21 Total Adjusted demand (gpm) 62.6 Total Adjusted demand (gpm) 69.5 Total Adjusted demand (gpm) 69.5 Preliminary Demand Size 1 1/2" Preliminary Demand Size 1 1/2 Preliminary Demand Size Velocity (fps) 11.4 Velocity (fps) 12.6 Velocity (fps) 12.6 Required ACWWA Meter Size 22"" Required ACWWA Meter Size ORequired ACWWA Meter Size 0 GENERAL NDTE9 1. ALL STRUCTURAL STEEL, UNLESS OTHERWISE XDIED, SHALL BE ASTM A-36, MIN" YIEL➢ STRENGTH 36,0W PSL 2. M1 O, SHALL MEM BERS, UNLESS ➢THERWISE NOTALL SHALL BE OF ALLOY 60GOR PUNCHED. 4, ALL HDLEL SHALL AL Ri1LLED DRAMEBIC /. STEEL WELDING SHALL [BDFINM TO M£RICAN WELDING ,S SHALL CONFORM STANDARD DI. AST ELECTRDDES SNnLL CDNFURN i0 ASTN A233, cuss E�Dxx. ] ALUHRdM VELOING SHALL CRFCFM TO ANERICAN WELD NG SOCIETY STANDARD DO E-97. ELECTRODES SHALL CINSUM TO AWS/SFA 5.10 CLASS ER4993. 6. ALL WELDING TO BE DONE AT TOLAR MANUFACTURING [D. IN FACILITY. VDOT DETAILS LEGEND STANDARD TITLE PAGE ES-1 FLARED END -SECTION FOR 12" TO 60" CONCRETE PIPE CULVERTS 102.01 EW-2 STANDARD ENDWALL FOR PIPE CULVERTS 42" - 96" 101.04 DI-3A, 3B, 3C STANDARD CURB DROP INLET (12" TO 30" PIPE: MAXIMUM DEPTH (H) = 8') 104.09 DIMENSIONS, NOTES, AND QUANTITIES 104.10 MH-1 MANHOLE FOR 12" TO 48" PIPE CULVERT 106.01 STANDARD MANHOLE FRAME AND COVER 106.02 STANDARD MANHOLE FRAME AND COVER 106.04 SL-1 TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND JUNCTION BOXES 106.14 IS-1 STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 106.08 ST-1 STANDARD STEP 106.09 CG-2 STANDARD 6" CURB 201.01 CG-6 COMBINATION 6" CURB AND GUTTER 201.03 CG-12 CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES) 204.01 CG-12 DETECTABLE WARNING SURFACE (TYPE A, PERPENDICULAR APPLICATION) 204.02 CG-12 DETECTABLE WARNING SURFACE (TYPE B, PARALLEL APPLICATION) 204.03 CG-12 DETECTABLE WARNING SURFACE (TYPE C, PARALLEL & PERPENDICULAR APPLICATION) 204.04 GR-2, 2A STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 501.04 STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 501.05 NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFERENCE CURRENT DETAILS IN THE VDOT ROAD & BRIDGE STANDARDS. END ELEVATION ADJUSTAB GLASS SUPPORTS 1/4 X 3 HRS F. B. PLT HRS 1/4 X 3 1/2 X 30 318 3/8 BOLT(B) 3/8 X 4 FIRS F. B. SECTION C-C e 3/16- ,1/4' THICK LEXAN SHEET I I 11 ;i I � � L► A BACK ELEVATION i FRONT ELEVATION 1'-3 1/2- 11- MIN EDGE OF CDNWRL To EDGE OF PLATE (TYP)A ADA SPACE 30- X 48"1 I I ,• BENDH A TEMPERED GLASS X 18' �14' MM CONCRETE (25(10 PSI)Z& .� ROOF PLAN VIEW -BELOW LEXAN ROOF PANELS AND BOWS O O STEEL PLATE 0O 3/8 X 7 X 7 O O SECTION D-D SCALE 1/4 BUS STOP N.T.S. Ar PER SIRLCTUTUL REVIEW 04/OB/2021 B IK TEMPERED GLASS ,7' GUSS END ELEVATION /1/4' THICK UNANI SHEET ROOF 3" SCH 40 PIPE SECTION B-B SCALE 1/4 SHOE- 2 1/2" SCH 40 PIPE DRIVE SCREW Di �A ;p14 X 3/4" HEX HEAD BOLT 112-13 X 4 W LOCKN ONE PER SHOE 1/2" X 4 1/2" STN STL HILTI ANCHOR O SECTION A- BACK POST Sal Tam wRAur ROOF JOINT BAND GUTTER REAR GLASSI 6' MIN.A JESSICA L pE►(KO uc. No. 57291 �- ,10-12-22 n� E 0 N OV N In < o > E w vE GJ Q MU+-H 3 LL 0 IS w 0 m . < L 00 J U W J -a, H a,0 LU N v 3: 0 X ga�� �< �v n = v N 2 U > N H < C ui O � N OJ M W J N Z 0 Z O a Of U U) w 0 z O U) > If 2 W Z Y. O Luo 0 2 OHO Lu DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE VJ zE�_Q 11 OLIJ G LLJ W mo Q wX AJ� O L.L O} ~LIJ O Z Joe NO. 46883 SHEET NO. 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CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com I K) r _ m 0 Z O yo o, o w RI O POINT COUNTY OF ALBEMARLE VA N I n ' o 111 r, m O n " A mo o " O c> ^' m ti v D 2 z m z Ilio V D o m DATE REVISION DESCRIPTION 0510512022 COUNTY COMMENTS ISP 0611312022 DESIGN DEVELOPMENT 1011212022 COUNTY COMMENTS FSP & WPO OVERALL EXISTING CONDITIONS PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express w itten consent of TIMMONS GROUP. i Gr_'Gnin C2.2 I \ L REMOVE TREE REMOVE STRUCTURES & HARDSCAPES SAWCUT PAVEMENT CURB i SCALE 1'1 SD CURB INLE 0 20' 40' TOF INV.IN=419.6E / INV.OUT=419.61 oviN T,I I - - /' SHEET C2.3 SHEET C2.4 ' - ' - \ \ -- SD CURB INLETW/MHD-'---__ ---__= _ _ — — - — — — -- -- — -- - -- \ \\ \ _ - _ TOP=429.42'-----__- / \ \ I/VV7N=42'1-95'1-5'RCP e / - — _''- _-------------- I �/ \ \` ` \\ INV.OUT=421.92'15"RCP SD CURB INLET W/MHD ) INV.IN YI�2.80'13'RCP Q moo.. — INVQUT=422.0' 15'R�e _ - - - — — ` Sr C2.5 SHEET C2.6 SD INLET W/GRATE -�o \ TOP=425.46= IN\V.OUT=416. j7' 18"RCP7�> T SD CURB -INLET W/MHD PERM. DRAIN \ \ \ \ \ \ INV. OUT=422.98' 15 RCP - _ _ - —\ 8.72'\ / EASEMENT \ \ \ \ \ \ \ \ \ - - - - - _ _ ' - - _ INV. IN=420.85' TOP=15'RC� \ 44 / F�FG�MITED 13 / SEE VDOT PLAN \ \ \ \ `\ _ 7N1/.QUT=420.72' 15"RCP LIMITED y \ - - _ _ _ ACDCESS / NOTE: VDOT PLAN REFERENCED IS 0631-002-128 C502 \ \\ - - - - , \ _ - - MAP EASEMENT/ \ - - _ \ — l L - \ — — — — — — — — — — \\ 11 �PAVED WALK \ _ \ \ / EX PAVED WALK --- --- \ `FTARED END SECTION PERM. DRAIN / / \ - - ' \ \ ` INV.161=436.53' 15"RCP SEEVDOTILAN --------------1 //'--------------------- \ / `\ PROPOSED TEMP. I I \ \ \ \ \ 1 \ \ '------------------- \ \ 4.`LOPE EASEMENT SEEVDOTPLAN I \ `\ \ `,\ \\ \\ \ - --- - ' - - - - - _ - 1 I -------__-- I I CAl\ITE'RLIIVEJKTRAIL SEE I�DO� PLAN PERM. PARK_" v MElVf - - -- SEEVDOTPLAN 19 r------------ ----_. -- —�--------- \ \ \ \ \ - I PERM. PARK _ I EASEMENT TM 61-167C RIO POINT LLC ----- --------- _ N \\ \\ \\ \ DB 5469 PG 131 _ 454 - - - - -- 25.734ACRES-------------- -""""" I = TM 61-167C 25.734 ACRES LL' \ \ \ \ II\\ \ \\ TM61-167/ = 1.584ACRES-------I ----- "_-' z \---____—_____456 -- I 2 TOTAL AC/hEAGE = 27.318 ACRES AILBEMARLE C UNT\Y GIS \ I \ � ` \ \ \\ l - " - _ _ _ _ _ -ass- fILBEMARLE COUNTY GIS _ — — CF� TICAL SYOP�S - MANAGED C)wTICAL S1LOPES - PI�kSERVED - / (\ — \ 460If REMOVE TREES / _ - \ PER THIS PLAN (TYP) < I — — — 4474. \ _ \ \ \ \ \ \ \ \ \ II \7 24/' WALNUT I / / ' I REMOVE FENCE 464 -- ----404--\\\\ �'468' \ I /) // /'/// / //I /I \\/l l/p66/ I / / 470 l If l l pO -max / 1 1 / 4� � 24" CHERRY' / / RE D / / / /' /' ,' / �' ,' / / ,' / / I // / / / // I I I � I 1 I 1 /l 11 r ✓ 11 11 l l l 11 l ' OVE I I I l l / i SHED ri MATCHLINE SHEET C2.3 1 JESMA N, DENKO Uc, No, 57291 ,10-12-22, n E 0 o N N c > E w ° E _ ,� Lu LL o LL (ifO L M QJUCq W J —N H d N N raj v x oa =� U) _ N =C7 > ~ c '^ N � M d � OJ J � H 0 O x c7 0 x F 0 w Lu x z 0 Ln 0 O Y am O oc f E H z 0 a_ u U rn w 0 z 0 rn > LU ol ELL Lu 2 � W � OwoO U�OU �Ihoo DATE 0210712022 DRAWN BY R. VAN NIEKERP DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' 1 NNNNNN zw olf I --I O w ^ CD LL LL Q O° I"NNNNNI z U JOB NO. 46883 SHEET NO. C2.1 L EET C2.2 MHD ' I I TOP=441.24' INV.IN=42M6 24"RCP BGT-S RUCTURE=424.04' 1 o \\\\ 1 SD FLARED END SECTIONOUT ' (ET=428.45' I L _ _ - - _ \\\ - _ - ` \ SD INLET W/GRATE / ( I ALBEMARLE COUNTY GIS - - - - - - \ \ TOP=446.25' 1 II CRITICAL SLOPES -MANAGED JOHN WARNER � ` \ \ INV.OUT=4.05' 24"RCP \ / \ INV.OUT=431.80' 24"RCP SCALE 1 "=20' 0 20' 40' I O I L ___- _\\--- - -'' \\\\\ -_---- v - - - - - ---- P_ER3NLDRAIN- - \\ \ - - - - i/ -__- _- _ ' ----- __--- - - EASEMENT- - - - - --\-----------------------------------------------' _ _ _ - - - - - - __- - --_-- ---_ �__--- - \\\\ --�__------- _----SEE-VOUTPLAN�� - - `1 - - - - - - - - - - - - - - - - - - - - - - ---_-------- ____ --__ r-'-_- '-' ----- --------------------------- ---------------------- __----- ---- -- - -- _--- --- I SHEET C2.3 SHEET C2.4 MAP 2.5 SHEET C2.6 s,�.a4E I LEGEND: REMOVE TREE --� - --- J REMOVE STRUCTURES CTURES& HARDSCAPES - -------------- -------------------------------------- - - - - - _ - -- - -- - - - -- `-------------------------------------------------- _ _ SAWCUT PAVEMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- -6 _-------- Z'-OEIIE - - - - - - - - - - - - - - - - - - - - - - '7 6„MAPLE PERM. PARK -SD INLET W/GRATE - - - - --- --- ---- A6' EASEMENT TOP=444.03' _ -------___---' _ �460' \ \\ / IN / INV.OUJ�43-2.b3'15"RCP _ _ - -----------� ----- ' / / \ PERM. DRAIN _ - 146D IF EASEMENT p \ \ I \\ / 460 - - _ - SEE VDOT BLA1V _ _-_462_----------- l N /� / 52 / / / i _ / \ \ \ \ �r / \\ / 111SD CURB TOP 45 .27LET W/MHD INV. IN=449.87'15"RCP INV.OUT=449.84' 15"RCP OVERHEAD POWER LINES TO BE RELOCATED _ IN ACCORDANCE WITH POWER COMPANY— / PROPERTY LINE TO BE VACATED 456' , - - - REMOVE TREES / PER THIS PLAN (TYP) ------- - EXCEPTION 8; 460 24" HOLLY ® QWEST COMMUNICATIONS / � REMOVE 1 / / TM 61-16 7C 2'x2' CONC LID CORPORATION \ R p DB. 3613 PG. 352 , DUwl O T REMOVE SEE VDOT PLAN \ \ \\ / /' Ir 1 A62.'' RIO POINT LLC SHED TM 61-167 470 - - - - - - - - \ I;\ \\\ \\ \ C n O 1 , - - - DB 5469 PG 131 RIO POINT LLC �1� \ II \\ \ ` ~ �/� 1 , - 25.734 ACRES \ \\ \II \ \\ m O 1 - I REMOVE 1.584 ACRES A _ TM 61-167C = 25.734 ACRES / 24" TOTAL ACREAGE = 27.318 ACRES (V O - - _ _ _ - - - - - - \ \\ \\\ \\\ \\ II\ \\\ \\ 'ley ' Z SHRUBS I I \ , \ \\\ \(\ \\ 1 REMOVE SANITARY CLEANOUT 1 24" MAGN A ® 48" MAPLE 24" CEDAR \ \ \ I \I \ \ REMOVE STRUCTURES ® \ & HARDSCAPE PER THIS PLAN (TYP) 1 SHRUBS \ I I I II I I I 1 REM D /Q� � i® I II II i II II I II / 8"DEC I I I III 1 I / e5H EC / REMOVE 1-1/2 S OVE Y LLY HOUSE WELL UCCO 1 I 1 REMOVE FENCE REMOVE POWER POLE 1 p REMOVE j l REMOVE POWER POLES �X 24"HOLLY HEDGE / I I It � '1,� 1 OVE SHED 1 � 36" MAPLE — �X- 38" DEC 12" DEC � o I —X— Oyp\ \ � A� / I I 1 REM VE OHo \OHP o (14)10"-18" 1 OVE DECIDUOUS TREES SHED 15"CEDAR REMOVE POWER POLES 1 REMO ey X 1 18" DEC 410 / y w' a / / / / / / / / / / / / / / PAV 1 MATCHLINE SEE H ET C2.4 OHa - - ,MAIL BOX JESSICA R Uc. m. 57291 ,10-12-22 am O oc f H 71 DATE 0210712022 DRAWN BY VAN NIEK DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' J O a >O J zwLu W �--� a 2 O m «s � a � 00 LL Z O C) Z O Z w JOB NO. 46883 L SHEET NO. C2.2 2. TC1 SCALE 1"=20' MATCHLINE SEE SHEET C2.1 / ■ / 1% >- f Y o zoao' />• �i >.� � � ,>� >•I M M M M* >• M VE M/ M M I0 M M >• M r■ M M M M/ M M t M/ ` m m m .� m m m m m� m m m m m m m m m m m m X1 /\ I 111 Ill % / / .r - / � / r -• — / \ /\ � / / / /)dEMO 2.3 HEEI`C2.4- - _ iA_j Q • / / / / , / \ I 1 / -SHEET C2.6 3-4"12"CHERRY17 f / (94 VE RES 1 9wl I — — —1 >> �`VFF11 :� /.//i/ lr / / ,' / / / / / / l / / /l / / / - / I p RE &OHARDSCAPEUPER diIG1N G THIS PLAN (TYP) (3) 12" a5"CEDARS / LEGEND: / / / / / / / / �0 bO / 58 / / ' - REMOVE TREE / / / / / / / / / 36" WHITE O �K / X / a ' " 10 REMOVE STRUCTURES & / / / / / / / 1 bro � / /' / // HARDSCAPES / / / / ba bb� / 16" HOLLY SAWCUT PAVEMENT �e b� ' / / / (2)12"C/EDARS� 36" PARADISE 36" CHERRY ' / , / I REMOVE TREES I / / I / / / / / PER THIS PLAN (TYP) 1 /' -470 '_— 1 / N W ALBEMARLE COUNTY GIS w STEP SLOPES (wP) / TM 61-167C I I /; RIO POINT LLC \ \ / z I I \ DB 5469 PG 131 / 25.734 ACRES I TM61-167C - 25.734ACRES TM61-167\ = 1.584ACRES- / TOTAL ACREAGE = 27.318 ACRES 466- —464 / ALBEMARLECOUNT/Y PRESERVED STEEP I I I \ \ \\ \ \ \ - - - - - - - - - - - - - / I SLOPES QVERLA I I I \ \ \ \ - - _ _ ' DI.TRICP-4s2_ -458 / I I� I I /I I /I I /I / I �I m - _ _456— ------------- ------------ ------------ --454 -- I - - ------- - -- - 454 - - - \ \ - ' I \\ \ — — — — — _ — _.452------- 450 450 ALBEMARLE COUNTY MANAGED _ _ - - _ - - - - - - - - STEEP SLOPES OVERLAY \ - - - - -448 — — - _ DISTRICT \ \ \ \ \\ -- \ \ -448— \ —— — — — — — — — — — — — — — — — — -- — — — — — — — -446 — _ _ 446_ ALBEMARLE COUNTY GIS MANAGED SLOPES(TYP) --- !y — i \ \ 41, _.436 434- _ MATCHLINE SEE SHEET C2_5 \ JESW R. KNKO Uc. No. 57291 ,10-12-22, CL O oc f E H z O a_ u U N w 0 z O Q_ LU ol ELL 2 �W Y. OWQuj C� uQ O IhOO DATE 0210712022 DRAWN BY R. VAN NIEKERP DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' j Lu olf < 0 LLI ^ m LL Q LL 0° P-4 z O U JOB NO. 46883 SHEET NO. C2.3 L i 1 ' 6DEC 1 30" ' 20" CEDAR 1 ' WALL 1 ' 26" DEC HOLLY 1 1 1 1 ' TM 61-167C ' RIO POINT LLC ' DB 5469 PG 131 25.734 ACRES 1 TM 61-167C = 25.734 ACRES ' TM 61-167 = 1.584 ACRES TOTAL ACREAGE = 27.318 ACRES M ' N ' U F w 'w w ' z J 2 F ' 1 1 i 1 1 ' OVERHEAD POWER LINES TO BE RELOCATED o ' IN ACCORDANCE WITH POWER COMPANY T 1 1 1 1 1 ' STREAM (TYP) 1 1 1 / \ 1 / i MATCHLINE SHEET C2.2 °yA\ MAIL BOX o °y\ \° �°4 REMOVE MAIL BOXES PROPERTY LINE TO BE VACATED J I OVERHEAD POWER LINES TO BE RELOCATED IN ACCORDANCE WITH POWER COMPANY I I I EXCEPTION 8; QWEST COMMUNICATIONS CORPORATION DB. 3734 PG. 412 \ \ SEE VDOT PLAN �\ I � I � I � I \ \ I \ I \ \ \ REMOVE � I I s � I � A MATCHLINE SHEET C2.6 \ "s N I I 1 1 \ \ \ RELOCATE\SIGN o \ � \ \ I I � \ \ I \ 1 \ E-�gEPTION 7; ` o CENTRAL TELEPHONE COMPANY OFVIRGINIA v DB. 3734 PG. 412 SEE VDOT PLAN I \ \ , I \ x \ OVERHEAD POWER LINES TO BE RELOCATED IN ACCORDANCE WITH POWER COMPANY SAWCUT EXISTING PAVEMENT ALONG PROPOSED LANEIMPROVEMENTS m■.___ SHEET �I m SCALE 1"=20' 0 20' 40' REMOVE TREE REMOVE STRUCTURES & HARDSCAPES SAWCUT PAVEMENT SHEET C2.2 \ -1 I J 11 rp _=_ SHEET C2.6 JESSICA R. uc. No. 57291 ,10-12-22 N z 0 Lm 71 Z O a U w Z p O LU Q- c Z cc G O G J 0 C) W O OWO U O U DATE 0210712022 DRAWN BY VAN NIEK DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' Z Q Z O a L J zw c w H� < C) 0 m «s � a � 0}00 LL 7 0 C) Z O U CD Z X w JOB NO. 46883 SHEET NO. C2.4 L S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C2.0-EXIS.dvag I Plotted on 10/13/2022 3:34 PM I by Jessica Danko \ r\ 0 n D N m o N 0 \ A 0 1\0 m �) J N N w I I I I I I 2 2 I � I � ' N ro �r I I I ( \\ I I u > O I \I II\ I \ I I II I \ \ \ O I I I \ I I I I 1 OI I II I I C'n ✓ A / I I I I I I I I trn I In 11 I I I I II I m II uj/� 20)1O _/ ��z-�N N I I J�W'I��y� 11�nn1r m A II � (4 (n r'n) O Q7111� \/ \\ 1 \\ I I 1 I I A°gym A y C) / \ /\ I \ I \ \ m O \ m z D D m m o \ 0 0O o \ A U rn15, \ \ rin Cj cj Oti CI�� 10 /' / m O Om m / /' / /' / /' �tl z m m Cl' c Irn m z m tp \ I i MATCHLINE SHEET C2.6 / OPn / / TIMMONS GROUP .•-':'•. THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com _ m N Z yo m o w RI O POINT COUNTY OF ALBEMARLE, VA N I N m r, m O n n o o " .. O C\ Z m ti v D 2 z z A ` o V D N m DATE REVISION DESCRIPTION 05/05/2022 COUNTY COMMENTS ISP 0611312022 DESIGN DEVELOPMENT 10/12/2022 COUNTY COMMENTS FSP & WPO EXISTING CONDITIONS & DEMOLITIONS PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. N �. .g K) F- o:n uawoeeo-vvecsei_rruperrywVVwAa leo Ul oeaa-ius-UZ.u-❑Aw.owg I rioui on iurisr4uea s:a rm I oy Jessica uenrco II I ter, 0 —dH0 v\ dH0 O O d/y0\ \ 0 a O dyo, 0 o� O �O 0 0 zg -' ru� lob.. 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CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ m N Z yo m o w RI O POINT COUNTY OF ALBEMARLE, VA N I N m r, m O n n o ti o " O Ct Z m D v 2 z z A o V D N m DATE REVISION DESCRIPTION 0510512022 COUNTY COMMENTS ISP 0611312022 DESIGN DEVELOPMENT 10/12/2022 COUNTY COMMENTS FSP & WPO EXISTING CONDITIONS & DEMOLITIONS PLANNJ These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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CHARLOTTESVILLE OFFICE 0`�a �f 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 O TEL 434.295.5624 FAX 434.295.8317 www.timmons.com `y A o DATE REVISION DESCRIPTION r N a 0 yC N 0510512022 COUNTY COMMENTS ISP z N i 0611312022 DESIGN DEVELOPMENT �Htl\Nl�c Ov 1011212022 COUNTY COMMENTS FSP & WPO T NJ r- These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express w itten consent of TIMMONS GROUP. m SEE / / / / M. 1 m NOTES: 1. CONTRACTOR TO CONFIRM WATERLINE SIZE BEFORE MAKING CONNECTION. 2. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER GRADING PLAN ON SHEET C5.0. 3.5 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. J�NNER fN R \ ---\':::I S CURB LE HD 20' MIN. SETBACK OP=43 .00' FROM EXISTING IN=42 80'15" C PROPERTY LINE NV.0 T=422. 0' P NLE K T =425. M. DR N IN OU EA MENT SEE P N E AVED WAL I CONSERVATION AREA \ 5.89 ACRES 77T \ PROPOSED \ v 1 C RETAINING I WALL kl 1u I� > j 152' / z BUILDING TYPE D r, BUILDING 06 TYPE D I \ I . I � ADA PARKING J / SIGN (TYP.) 1 / L' 1- / 79, BUILDING TYPE D \ 1 LEGEND: HEET C4.1 SHEET C4.2 J \ CONCRETE SIDEWALK �.,I `, y� H pp / HEAVY DUTY ASPHALT I I V A N, DENKO \ \ LIGHT DUTY ASPHALT SHEET G`o.7 ° - .O �� ��' 4r \ d 0 0 ° SHEETC4. SHEETC4.4 lO—I2-22 �<v o.l ° ° r1k 0 P��FSSIONA� y►G� HEAVY DUTY CONCRETE o� 0 0 7 nn 0 0 \ oN 0 U CONSERVATION AREA 0 0 0 . O p, o f O iy I "0.. _- -- ---_ ___ 0 —N u ri SHEE� C4.8 O a�� ° 1 MILL & OVERLAY 0 / 0 60. o SHE j 4.5 HE�E}T C4.6 j S CURB N /MHD o 00/°ia I ws 71 "4'E \ w v y o w, _ > TOP=8.72' ° °o •° II ° ° °� — 44' -35 �o ¢ LL o 3 IN=42 .85' 145' ° s� i.cPo b w I a — INV. T=420. P ° 0° `' oS75 ' i'i �?pL I �. W L M °K& MAP ?o yj > o N H Ul a_ � 'E U 30LQ \n w v U O d m N o N > ql G av olLu ELL 2 11 \0 H r — — -- --- — —-------- — — --- ---- -- — 0 I = FLARED END SECTION o N INV. IN=430.53'15"RCP > o 0 0 w w N N N = Q � M N z O O ti I O I in DATE 0 0210712022 Or DRAWN BY / 50' LANDSCAPE BUFFER(TYP.) / R. VAN NIEKER / PERM. PARK • J. DENKO DESIGNED BY / EASEMENT • I / SEE VDOT PLAN • CHECKED BY C. KOTARSKI / SAN SAN : • SCALE 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O i I PRO v PROPOSED i RETAINING U RETAINING BUILDING 12 1WALL BUILDING 11 W WALL TYPE D TYPE D co ° w z < 1 1 = AMENITY AREA ; 1 5,488 SF j ADA PARKING ' <1 1 SIGN (TYP.) ale '-----A------------------ ............ J Ld 'e le \ \ \ :LG-6 \CG-12 \.\\\ \ \\ \\ \ \ \\ \ \\ \ \ \ \ O w LL y\\ \ \ \\ L \ EVE w O r� 9' TYP. ALICE LANE Q e \ 26' PRIVATE ACCESS O J U \ \ \ \ R3' (TYP.) ' 8"W 81TW JJ+ 811W 8"W R10' \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \ \ \ 19 \\ CG-12 \\ LG2 \ \\ \\ \ \ \ 6' 4.2' .6\\_\ PRIVATE \ \\\ 1 \YR c7 \ \ ACCESS \ Q 1 \ \ \ \ 1 1 \ -s, 6 CG-1z\ BUILDING 07 \\ ; BUILDING 08 TYPE B 143.9' TYPE B 43 1 \ a \ \ \ 1 BUILDING TYPE B- 1 \ \ 1 (2) 6" RISERS 1 e \ \ \ \ 1 1 < \ \ \\ L BUILDING TYPE B 9' TYP. c \ 1 00 \\ \\ on. 1 'JOB NO. 1 \ \ \ \\\ 1 < \\\ \\ \\ 1 46883 1 mmmmm m 1 u. ° \��� S 1 S SHEET N0. 1 \ \ 1 MATCHLINE SHEET C4.3 \ \ \ ; C4.1 SCALE 1 "=20' 0 20' 4U s E.L a m fe 0 m 0 s 3 a a 0 o cD ncD �z a0 0 z 02 c m r- c mN a0 0 w (D�Z zN 0 a `o'S o a m m 2 Y X C m o a E m 86 06 a c 2c '0 a 0 m o M. M U C m 0 c 0 m O.E h w E L \ 1 \ \ 1 \ 1 1 1 ' SD F! ARED END SECTION 11 1 OUTI(ET=428.45' 1 1 1 I 1 ALBEMARLE COUNTY GIS I 1 CRITICAL SLOPES - MANAGED I 1 I 1 \\ 1 \ 11 PER AIN AS ENT - - SE VDOT LA ` \ `\X SCALE 1"=20' LEGEND: SHEET C4.1 SHEET C4.2 0 20' 40' IZI CONCRETE SIDEWALK _ E:lHEAVY DUTY ASPHALT I I SHEET C4.7 0 \ \ \ \ LIGHT DUTY ASPHALT 00 0 0 SHEET C4.3 SHEET 4,4 / \ \ HEAVY DUTY CONCRETE ° o ° 0� ti 0 0 0 T 0 �I U / CONSERVATION AREA 0 0 ° L— -- o Q p 0 .gyp, o ------- _� SHEETC4.8 a ti- o� 1 ?o?y v MILL &OVERLAY ° o %'r15, SHE T 4.5 HEET C4.6 JOHN - - ° WARNER �" `�`, lNV °° ° ,mow I / \\\ \ l 0 ° / _ J35 PKWY , ° ° ° ° _ , \ 4 0 I L--- \ J EX CURB ---- ` ` �25 \ — — — \ o l ° ��, i`" 1 `o �FY MAP SD CURB INLET W/MHD \\ TOP=447.65' INV. IN(S) =442.05'15"RCP INV. IN(N)=433.70'15"RCP INV.OUT=433.65' 15"RCP 20' MIN. SETBACK 6" E FROM EXISTING — — PROPERTY LINE 6"MA E -�- CONNECT SHARED USE 1 SD INLET W/GRATE -�_�-` \ PATH TO EXISTING 30' 1 PERM. PARK - - - - PROPOSED 50' EASEMENT TOP=444.03' - --- _ SHARE USE PATH LANDSCAPE BUFFER INV. OUT=432.63'15"RCP \ I \ 1 PERM. DRAIN \ EASEMENT 20.53' PROPOSED SEE VDOT PLAN — STORMWATER MANAGEMENT --- ------ ------ ..... FACILITY 176.1 LEVEL 1 BIORETENTION (2A) — U ~1 w w w � w � N w SAN — — SAN — SAN SAN z 1 --x ---------------------------------------------------------------------------------- a 1 1 1 BUILDING 11 PROPOSED 79' 1 TYPED RETAINING BUILDING TYPE D WALL 1 1 ADA PARKING SIGN (TYP.) 1 � � 12 30' LANDSCAPE — SD CURB INLET W/MHD BUFFER(TYP.) I 1 TOP=454.27' PARK AREA ;` — I INV. IN=449.87'15"RCP INV.OUT=449.84' 15"RCP -------------- --------------, I _ illillilillillmj I I EXCEPTI I OWEST COMM TIONS I DR I � pRA Q:.q. At RG. 352 � I — I �o � poNl- DEDICATE�O�P�T � 0 SEE NOTE SHEET C4.2 i — I C m PROPOSED RETAINING I w Q WALL I — GAZEBO — — o a ADA PARKING a i I I SIGN (TYP.) <. — � rM a I \ - ----- - -------------------a e. I \� \ 30' LANDSCAPE- -1,6- BUFFER(TYP.) 1 — — RAN TO BE DEDICATED (0.82 ACRES) 1 ALICE LANE 26' PRIVATE ACCESS \ \ s°w s"w s°w - s°w a°w s°w o 9' TYP. R3' (TYP.) R10' fl � ,p CG-12 co 'CQ-2- A COLE RIDGE PRIVATE \ \ \ \ i \ ACCESS \ ADA PARKING 79' ADA PARKING � \ � � 1 SIGN (TYP.) BUILDING TYPE B SIGN (TYP.) 1 a BUILDING 09 BUILDING 08 ®< 1 TYPE B TYPE B , Q MATCHLINE SEE SHEET C4.4 \ \ \ \ 153' BUILDING TYPE D BUILDING 10 TYPE D ---- ---------------- — — — -- -- — — — — — — — — — — — — — — ---- — — — — — — — — — — — — — GG-6 FV EXISTING PROPERTY LINE TO BE VACATED PROPOSED PROPERTY LINE I PROPOSED 10' CLASS A - TYPE 2 SHARED USE PATH ��i P� I � OF % JESMA N, DENKO Uc, No, 57291 ,10-12-22, n E 0 o N N c > E v E w Lo a K O L M Q J U OR w O �1/1 NN v d V' W W M 30 �x u �a�w w N Z O O =U>�Lq cM O N > dS 2 W J �H Lu c G ; cc G L O Iuu 0 0 �I-D� UOOU x F 0 w �N w N N a �nkoo z oo� O DATE in 0210712022 0 0 r DRAWN BY R. VAN NIEKER DESIGNED BY • • J. DENKO • CHECKED BY C. KOTARSKI • • SCALE 1"=20' • CL Q z w Z Q o w w o O O O J U 0 JOB NO. 46883 SHEET NO. C4.2 a c 0 E.L a m fe 0 m 0 3 a a o o cD ncD �N 00 a 02 �d mN a0 0 d 0 � a = o� �o 2N a m m 2 Y � N X C m o -Z ° E 06 a � �a !0 a 0 m o m M U h 0 0.E h w r2.9 L F- a:n uawoaarvvecsei_rroperrywvw�aneecwu�n°aao-wo-ua.u-v+r v.°wg I rioaeo on -iuI s:ai rm I oy Jessica uenrco 1 ' 1 \ ��rnDj nmrn�z ocnz mom °u imp �0M III )iz 1 <�z oR 1 \ mC / \ Mr C \ \ \ D R I <R \ Z 0 r-;o \ /----------- OF 1 � 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 1 1 1 1 1 1 1 1 1 O<m / m 0 / \ � T N �rn Om9z 17 O<n� yr` ��� �M W mG) y�A mo oz �2 m O / r-DZz70 A '__-_ " ___-- m < 0 G-6---'1 - ---- -- _ o vZNIIa K 017- m 00 0 Q. r m 0 < m D < z D m 4 O O z m G) c 4 D m x oc 4 D /n =ri A M N m g m 'MO z 0 m 0 n N r o m N O A 0 O NA N K D� z T2D2;g0 - 00AmZm ° 0 0) 00 a:x (n mCZDIDT�� �. ° ° ° m 91 m' r rTO0m0- oGti °0 co ��"f�CO oo — 00V- r m�<III ;a ° R ° o °�+A �(irX���77rN6 0=OoInDr o o ° 95` 4+W o Z m m -=1 O < C-) ;am �``��. o0 0C o i 000 0C:*MUn 5$.11 — I _ ZADzr DTAO.< A, a: 'm Omani D p�� AzU)mo A D rco Q � m11 ti nc " 0 C ti�5 a\ T z 0 M 0 n ZZ mnZ �2 � - 0� 00 Dnn 0 0 �Z XM 2 I m .. 2 °m -1D =O 0 `I 2 Z D Z c0 T O r rn A ° 00 mC) MF: D j <O> I Q, - AI 2 y m ri D m !i , 0 I I I 010 0 zmo r / z // 1 jjljj 1 NVS — NVS — NVS } NVS NVS — — NVS— -in— NVS w-NVS 1 - - - Ilr--- c �m10i D� � r Or Z rZO� G)^�-' G)mi of 1 W m 1 C_ 0 i r 1 7 Q 1 >mz , G)o nn 0 1 zD 0 Z 1 � Z L7 1 1 1 1 z ;000 O 2 1 1 1 0� n _______- - C Qa,_J--------------- - 1_----------_-- _____ J - __�_____________ 'r N 1 IL-- 1;i 1 0 G z // �V/ T' DmA 1 1 � 10 z O 1 r .. z cn G)o w c_ W Ir 0 C_ Z r O to l 1M mz D ; n G) o) 0 D �' y, 0 ,. 1 01 Z ao 1 D v r � 1 o cn ♦ I v rn } �m z 1 1 ♦ w / } / / / / ♦ / / / + �/ / Ll i� ` ______________ ------------- -------------- _________ __ 1 rl l______________ _ ____ __________________�___ cA � 1 / o22 rn 00 A D n CD 0 '0 m m �m / / / m M � ; 1 r- m / / —i � g FA I iq Z -< 1 m Cl)a'/(� / // // p czik. 00 C m m frl Z Cn G) D 1 i m �l D W 0 0 Dco o o W m z D 1 z A 0 Z 1 / 1 --r -- -- -- A- - -- - -- -- ------ - - 1 -- - - -p - -- 1 o Ye � ----- --- - -- -- --- - - ---- 6/' oo o ai NVS NVS — NVS n� v? myrn N U) „8 M„8 Ni m M„8 M„8 18 od 00 1 / N U) IN -n mz N / 00 s -�-a-- -�- _- n - low 7 MATCHLINE SEE SHEET C4.4 P ■ - , / / / TIMMONS GROUP .•-':'•. in p m 01 0 W oCO o G,I ' RIO POINT COUNTY OF ALBEMARLE, VA LAYOUT PLAN °a / N Od {cI�YS v I ' O r---- r------------ --- � _ 1 W 0•////// 1 —�C mz it 00 THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com �Na Ut >\ m Z �p II V NJ n m m z Z N m CZ)'" O < 0 A N DATE REVISION DESCRIPTION 10512022 COUNTY COMMENTS ISP 11312022 DESIGN DEVELOPMENT 11212022 COUNTY COMMENTS FSP & WPO These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. \ MATCHLINE SHEET C4.2 SCALE 1 '1� � - mm 143' \ \ \ \ \ \ \ BUS SHELTER BUILDING 08 BUILDING TYPE B 1 1 BUILDING 09 ; TYPE B TYPE B \ \�$` \ ---------(3is'� ----------------x----' . °=---�a�6'� ---- -----------(s}c" -- --- -------_------------- 711 ® a °. \ \ \ \ \ \ \ \ � ,.ONE WAY" I i `� 0o f A R. DENIM Lk, No. 57291 ,10-12-22, mu 7ri LEGEND:30' LANDSCAPE BUFFERI • 1 / / / / • ■ LL It,• • ' i / • 1 /� -10 • BO STREET HEAVY DUTY ASPHALT I d I NAME- Dx LIGHT DUTY ASPHALT J) /, / yppq , / I • /� �� • 7 7 , / •ITY RIGHT -IN TURN CONCRETE • �• �-—���m►t ��af�a�a���.��a��a�a���-���a�_a�a�a�a�a�a�a�a�SIGN ILI ADA PARKING ADA PARKING SIGN SIGN (TYP.) II� f • • 1. I r� •" �IaC91 BUILDING TYPE B • = 1. pla BUILDING 01 TYPE B i1POO I►�rl 1 ' �a1i1N�TOWNHOME - BUILDING TYPE B II •TOWNHOMES \ 1 STORY) I� ____ __________ ______�\ -------------- 0 ______ wag mt,a,a,a,a,a,a,a,m���======����-I���t,a,�a,a,a,a,a,� ��■����la������==moma,a,a,a,a,a,a,a,a,a,mm��mmmmmmmmmmmm.mmt,a,a,a,l i� ■ . mmmmmmmmmmmm■f■f■f■f■f■f■f■f��������������.1���■f■f■f■f01■f■f■f■f. ��aY���������������■f■f■f■f■f■f■f■f■f■f�����������������-�■f■f■f■fl II - ■a�a,a,a,a,a,a, mmmmmm ... ......................... --------------- ONm■ loll oo ° 000■ ouo■ \ n0000000■ol loll 1■oi Lw� ■loom ■000i -omo, -00000000o n■■ nn ► I ....... �......■ ■.....■ . ■■■■■■■■■■■■■■■■■■■1 Iota 1■■- �LN� -oor -moos loom■■■ -■■■■■■■■■■■■■■■■■■ loll loll nru� _ - loll■- 000■ 000■ `y-0000000mmml Imoi lo- 1 ■■■■■■■I ■mmmm■■I ■mmmmmm I■■■■■■■■■■■■■■■■■■m loll loll ______________________________________ ___________ _____==___________________- loll • - ■ �___=—==========================================================================--==___________________________- 1■oi -----=-------------------------------------------------------------------------- --I--------------------------- ____�________--____________________-__________________________________________-=_____________________________- I --------------- ----------------------------------------------------------------_ _------------------------------ loll -• 1 _------------------------ --- ___� _________-- _____------______=____----------- _________________= palmommoommommomm Now 1 -■■■■■■■■■■■■■■■■■■ lo- 1■oi loommomommoommom ■ 1 moommoommol000mmom II'llI 1I I � 0 355-n- an loll I ■r\�%7� 1■■■I 1■■■I ■ 1 IN al IN r:::'■'■': II �� 1 ` 1■■■I Immml II 1 I AMENITY ........................................ 17,069 SF 1 1m■■1 roll■■ IF F ■■ouoi- POOL 4 HOUSE POOL MAIL 1 I _ • ' I KIOSKi�iiii� 1100 •mm.mmrl■rrrrmol � � irrrrrrrrrrrrr-� � � 1 24'PRIVATE ACCESS 1 SAN SAN r/ All ii ii ✓i ii ii✓ iiAr I ■ • ■ - - - i`�' �' •lllm�` I I�n- LANE TAPER & 100' y STORAGE LANE a ti 2 CONSERVATION AREA o, MILL & OVERLAY i 000 0 RWSA WATERLINE CONNECTION NOTE: j 1-D j = 1. CONTRACTOR SHALL COORDINATE WITH o00 RWSA AND ACSA FOR THE CONNECTION F TO THE EXISTING RWSA 18" WATERLINE. ow N N N 5' MINIMUM SETBACK CONTRACTOR SHALL USE DUE w N N �N EXISTING DILIGENCE TO PROTECT THE RWSA 18" = a ' \� PROPERTY LINE WATERLINE DURING CONSTRUCTION ¢ 0 ko p TO BE VACATED AND TAPPING. z o o 2. CONTRACTOR SHALL VERIFY THE 0 HORIZONTAL AND VERTICAL LOCATION, > DATE PROPOSED THE OUTSIDE DIAMETER AND THE PIPE 0210712022 PROPERTY LINE MATERIAL OF THE 18" WATERLINE PRIOR o TO ORDERING THE TAPPING SLEEVE. r DRAWN BY 3. RWSA SHALL BE CONTACTED 3 BUSINESS R. VAN NIEKER DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST DESIGNED BY PIT. 4. THE TAPPING SLEEVE SHALL BE • J. DENKO PROPOSED 100' APPROVED BY RWSA PRIOR TO BEING TRANSITION ORDERED. • CHECKED BY 5. THE TAPPING CONTRACTOR SHALL BE C. KOTARSKI APPROVED BY RWSA PRIOR TO THE TAP. : • 6. A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION SCALE OF THE TAPPING SLEEVE. • 1" = 20' 7. THE 18"x6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND • TESTING OF THE 18"x6" TAPPING SLEEVE • AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO SET PRIOR TO MILL &OVERLAY MAKING THE TAP Q z w Z olf H� < J w PROPOSED 100' RIGHT Q TURN LANE TAPER w 000 J MILL &OVERLAY O z u PROPOSED FULL ACCESS INTERSECTION INCLUDES 1 00'RIGHT TURN TAPER LANE, 100' LEFT TURN TAPER 0 LANE WITH 100' STORAGE STOP BAR i CONNECTSHARED USE PATH FOR — ROAD CROSSING JOB NO. 46883 _ SHEET NO. I C4.4 c a e a m R 0 0 3 a a 0 ocD acD �N 00 a o 2 c m -- E c� �N a0 0 Ir J Z zN 02 a �v `0� �0 a 2 Y � N X C 0.0 016 -Z 2 2 m c c 0 E 0 m 06 a c c '0 �a 0 -o � U M C h O C 0- N 0.E �v t- E L F- S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C4.0-LAYO.dwg I Plotted on 10/13/2022 3:41 PM I by Jessica Danko 17�111F]11 3 0 m r m 0 � { m 0 � r- Oc o C � r7 < D Z -DG zz O -0 09 m 2 D A D � -- 1 m 0 0 0 ° ° 00 0 m 1V. ° '\o0G 0 co) o W 0 st°q \n 0 0 0 \0 o' a 0o N6o. \\'' -L.v 2 mV ° ° ° ° ° 0 ci J A4 Z' o ° l0 0 0 ° +p• "W 0 0 0 2> 0 0 0 o0i �U w• � m U A C7 A N \ �� ID I 1 I I MATCHLIN6 SHEETI C4.8 I 1 \ 1 \ \ \ \/ /A vv \ A vv v vv vv A `v v I \ I / a I I II I II I \ \ \ I , 1 I 1 \ I 1 I \ I II I I II I II ZI 1 �—'I I Z- 11 o K 1 1 m = o Z Z� *(iCn I z � I C. 4 \ I `< I i M M TIMMONS GROUP .•-':'•. m o RI O POINT z o COUNTY OF ALBEMARLE, VA o ir.J LAYOUT PLAN M M M M I' I � I I I � ; �' a3 K z �XFin IU zzD > m�X 0 U m 0 i 1 1 i i 1 i 1 i 1 II 1 I 1 1 1 1 1 THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com m N � a N 0 Z �p V II n m m z Z N i O '" O m < 0 m A N DATE REVISION DESCRIPTION 10512022 COUNTY COMMENTS ISP 11312022 DESIGN DEVELOPMENT 11212022 COUNTY COMMENTS FSP & WPO These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express w itten consent of TIMMONS GROUP. 1 1 1 I 1 1 1 1 1 1 PROPOSED STORMWATER MANAGEMENT FACILITY LEVEL 1 WET POND 1 1 1 1 71' t t It t t t m s m t s t t t m t m t s t FENCE AROUND WET POND VDOT GUARDRAIL (GR-2) 1 GATE TO ACCESS WET POND W _ 5' MIN. SETBACK Iw FROM EXISTING z - PROPERTY LINE PROPOSED LOCATION OF INTERPARCEL VEHICULAR ROAD CONNECTION TO TMP 61-167A I 1 1 1 1 1 TM 61-167A �i cif• � 1 I/ I • I RIO COMMONS SDP-2021-00045 (BY OTHERS, SHOWN FOR REFERENCE ONLY) /'j 6 FREE STANDING GARAGES j .2' MATCHLINE SHEET C4.4 t t l• t t )t t t t t� t t t t t CG-12 ' D _ co • TOWHHOME A — �\ (5) TOWNHOMES —_— \ \ D (2 STORY SPLIT) — \ \ \ COLE RIDGE 21.4' \ \ CROSSING — — _ — — (TYP) — 24 D r r — , 22.8'— /r B' w / — — TOWHHOME A = j (5) TOWNHOMES (2 STORY SPLIT) / I • / / v Y / a / a ' / Y av o / / a - a , v / Y C a a 0 as 0 _v a NOTES: 1. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER GRADING PLAN ON SHEET C5.0. 3.5 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. 2. A KNOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION. Y/ I � = I H of I� ��ttttttt�t �� 4/ i I EN'0> 5' MIN. SETBACK 'P 10-12-22 FROM PROPOSED ��FSSIONA� PROPERTY LINE PROPOSED 100' STORAGE & rizp 100'TAPER LEFT TURN LANE o E INTO MAIN ENTRANCE ° MILL &OVERLAY > EW v LQ� �� O L Q J U mo Z w — n O v a>wi a co EXISTING n4 � VPROPERTY LINE 0 D x N / 7 TO BE VACATED Q Q W 0 U) = C N z Q N PROPOSED U < L9 O PROPERTY LINE o a, j dS a ol ti ~ 2ELL W J L 000 0 OU x F 0 W w W N NM �N = Q � N a z o o 0 DATE 0210712022 0 O Y OfICCI VY./ - O O O O O . O O O O O \ O` � O O O O O o yo- O O ro' SHEET C4.8 0 o rno. ?O O / oo/0 O O O `• O / O O O SCALE 1"=20' o o�c' .cs O�y 0 o II oS7� tl�v 0 20' 40' � 0/551',�/� `P 4 31 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' WZ olf O w � a ~ OO LL 0 o J JOB NO. 46883 SHEET NO. C4.6 E.L a m fe L F- a:� wawoaarvvecsei_rruperrywvw�aneeow�noaaa- wa-�a.u-v+r v.°wg I none° on -ii s:44 rm I ply Jessica uel 1 0 1 � 1 N r o m N O 1 / 1 \ 1 \ 1 \ 1 \ \ 1 °° ° 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 ° °° °` 1 0 o ° ° °° o °° Do°° / o ° o ° 0 0 o / �° 0 0 0 0 0 0 0 0 0 0 0 0°°°° o o°°° o Goo G o° 0 00 / 1 °Oo ° O o o ° 0 1 0 0 0 0 0 0 0 °° / 0 0 0 0 o O 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 0 0 0 0 0 0 / 1 / 1 / 0 o o ° 0 0 0 0 0 0 � 1 / ° _ o °o� 1 0 ° / ° ° / o / o o ° 0 D 1 ° O o / O ° 1 O o / 1 / / 00 0 o o / o / o / om / o° 0° o O°0 0° o ao ° /0 Qi ° °o 0O 0 —X z 0 o — 1 ° �° T —I — — O / A ° ``/ O 1 \ / N " 1 / ° ° ° ° / °° / / \°�°° ° ° //O// 0 ° ° / 1 / C p ° ° ----- / \ / ° ° ° \ ° °/ O // / \ DO // ° O 1 ° , ° °° 1 m °° ° / o /0 0 / / o / o 0 0 10 00 0 0 0 0 0 0 0 0 0 0 o° G o 0 0//, � 000 000 °° \ O / \ 1 °00 Do / / O \ \ / 0 /.6 . \ 0 ° o / / . �\ 0 ° ° ° ° o 0 0 0 0 0 0 ° ° 0 \ 00 m / f 000 1 /' % i \ m / ' -n m / / /' o 0 0 0 0 0 0 0 0 o 0 00 / is io°° o ° 1 / ° o o/' C 1 / ° \ ° 0 1 0 o o „ 0 0 0 0 0 0 0 0 0 0 0 0 0 Q \�\ D o°° /// I' I. 0 0 0/ 1 ° ° ° O o 0 0 �0 00 0 0 ° ° ° o ° o / ` / I �0 ° 0 0 0 o O a ° ° ° 1 / �o 0 0 0 0 o O o 0 o O o o O o 0 o O o 0 o O o 0 0 0 0 0 0 0 0 0 °—o °°°° D o o° 0 0 0 / 0)000m / O C 1 / y / Z c 1 run oA_ \ / / mo> A k oo mo -Hinz 1 / m //11 m om / / 1 -n ~ m 1 � 1 1\ m ~ I li \\ O m W / II 1 °,°To^�� t \\J' m VJ Z � �'" 1 11 C/) 11 11 �■�i�i�r��iLi�� ��..����tttttttttt�tttttttttttttt�tttttttttttttt�t.t•t•�'lt.tt>� TIMMONS GROUP .•-':'•. Ln 44 2 m 01 0 V o W o RIO POINT COUNTY OF ALBEMARLE, VA LAYOUT PLAN O 0 O ° ° 0 O 2 S \ ° ° O m F-I n \ ° o o ° ° h ° OD• 15 °a 00 J "l / D 0 0o 0 ° 9G f ` ° cn 2 I 11) 2 �rrn m m 0 ' I - J: 17-71 / O m rn 00 r Z C = Z m { r D -< m m r n W W Z z O m m m 2 D M � r r m E / \ W In 0 A \\ I \ \ W O \ Z� r� X s� THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com �Na �p Ut >\ m Z II V n m m z Z N i O m m DATE REVISION DESCRIPTION 10512022 COUNTY COMMENTS ISP 11312022 DESIGN DEVELOPMENT 11212022 COUNTY COMMENTS FSP & WPO 1 \1 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express w itten consent of TIMMONS GROUP. F— a:� wawoaarvvecsei_rruperrywvw,aneeow,noaaa- wa-�..u-v+r v.Owg I rioaeo on -iur ior4u" s:44 rm I oy Jessica uenKO ° o 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 ° 0 0 0 ° o o � 0 0 0 0 ° O p ° ° O O r l 0 0 0 0 0 0 0 0 0 0 O O O N O p ° O ° 0 0 p 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 p ° ° 0 0 0 o O o o° o 0 0 0 0 0 0 0 0 0 0 0 ° o° o 0 0 0 0 O 0 O ° O ° O 0 0 0 O ° ° O O ° O O O ° o _ ° ° O _ o0 °°° °° \ p ° °° °° O ` ° ° O O ° O \ O ° O O O O \ O O O O O O O \ O O O O O O O \ 0 0 0 p \ 0 0 ° O \ 0 0 O O \ O 0 O ° 0 \ 0 0 O 0 \ 0 0 O 0 \ 0 0 ° O \ 0 o �. o _ o o o � 0 \ 0 o 0 0 0 \ 0 0 0 o \ o 000 0 ° o o p 0 0 0 \I, \ \ o 0 0 \ \ 0 0 0 \\ \ 0 o 0 0 0 \ \ \ \ o ° O O \ \ O ° p O O \ \ \ C \ o ° \ \ O O O I \ \\ \ O p \ O / \ \ \ O \ \ \ O O c/o \ O ° \ O O O \ \ � � v 0 O \ O \ p ° O ` ° G O O OO ° \\O \ O ° OO ° O \ O \O O O O o 0 0 0 00 � a °° 0 zzz" o 0 o o ° o0 \o 00 o °O / \ \\ °O \\ \ \\� °° \\\\� / o O ° O \ �o \\ 00\ \\ \ / O O \ -Z\O -\ 000 \ �-Q� \\ 1 \ \\ Zw \\\ II 0 ° c \ \ 1 0 \ o \ O \ ° \ / \ \ O \ 7 00 \ \ / N. o L Cl?V \ \� \ \ \ \ \ \ o ?\ \ �• \ \ \ I \ 'o\ \ \ \ o 0 OyOry \\ \\ I \ o o o I I o \ / \ o O o 00 (31 o � S'9\ \ \ \ \ \ Cif W \ Cl)\ \ \ \ \ O v J \ \ \� \\ \ \\ \ \\ o \m \\ m `, \ \\ \ \ \ o0 ° � \ \\ 00Z2 Iti \\\ m\� �\ \ \� \\\ \\ \ \\ o 00 / °o \ ZZ �� O `m �, \ \ \\\ \\ \\\ \\\ \ \ \\\ \\ °o \ OQ Z \ S\ \\ \ \ \ \ \ ° o I O \\ N\\ \ \\\ \ \\\ \\\ \ \ \\\ \\\ co \ I O Cf) \ \ \ \ \ \ A \ \ \ - 0 0 ° 2 °00 m S m 0 0 � C) ° ° ° 0 0 � :. 0 o°G'tiO O co �15 ° p N, 0 ���•t7" 0\ 0 O / 0 .. C 0 °\�yo9c` \�\ f21 ° p iLL mot \ CT, '. .. �'. O� . K 0 2 r- 2 0 P 0 r C QO m O D D O < z D D m D p 0 O z (X m 0 p U) m = — m 0 < 0 p m cn D 0 m m S D r r Fin O �IA 1 1 1 1 1 1 1 1 1 1 1 1 DI 0 =1 r z mlCID m ml A 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \\ /o °°°° o o p o p° 0 0 0 \° °° 0 0 0 0 0 0 0 0 0 0 0 0 0 \ 1 � 1 / n \ \ I /,Vq; m D \ 1 �yTom � 1 I T 0 1 I / \ m 1 \ II \ ZI I I I / \ m z \ I 1 I I I 1 I I I I I I I I I I I I I I I I I I I MATCHLINE SHEET C4.5 M ,sl OR � so M I mi O , illlllt illlllt L It = = M * = = = = = M M M //\ O O 0 O 0 0 0 0 0 O O O° °° O O \ °i0 o' o o o o p p� o° 0 0 0 0 p� II I 1 90 KN'� TIMMONS GROUP .•-':'•. m o RI O POINT Z o COUNTY OF ALBEMARLE, VA o it J LAYOUT PLAN THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Ut II O m >\ n 'n m O �Na m Z m Z z Z < \p V N i ON m z DATE REVISION DESCRIPTION 10512022 COUNTY COMMENTS ISP 11312022 DESIGN DEVELOPMENT 11212022 COUNTY COMMENTS FSP & WPO These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express w itten consent of TIMMONS GROUP. BUR➢INc 12 APPROXIMATE LOCATION/ \ / \ TYPED FEDERAL DAM B :E4k INUNDATION�I EA ,\ / 1 ny \ ~Y^Y 0 I 0 0 \ a 0 °I J O9 \ / ° 0 °O\ \ CONSERVATION AREA 00 (INCLUDING y < 8"W - GREENWAY AREA) z . / / \ J o \ / (256,622 SF) °\ \� ° \\ /.( 5.89 ACRES BOITYPE o°a \ o 0 I \ 0 \ BUILDIrvG of co V \ TYPE B / / o ° p I % \ \ ° o \ �o GREENWAY TO BE 02- °0 7 0\ \ 0 ° DEDICATED TO PUBLIC 0 �0�� o \ � \ USE, WITHIN 7 _ o �0 ° \ \ CONSERVATION AREA, BUILDING07 ° J o� °0\\ \\ 0.32 ACRES _ TYPE - / \ \ / O/ ° O \ D. O� 0 / /0 0 0 \ o l 0 0 o \ \ 4 0 0 \ ° O / 0 . GREENWAY TO BE DEDICATED TOCOMMON- / / O 0 O I / / I BUILD NO 05 / 0 0 o I / °� \ o - . PUBLIC USE, NOT WITHIN THE I TYPE° PACE AREA N ' 0 0 ° / \ \ ° CONSERVATION AREA o ° ° \ { ° 0.17 ACRES / - 6127.57 SF cn 0 \ o 0 / COMMON OPEN - 0 0 1 ° 1 \ \ \0 A / SPACE AREA z - 0 0 l�o \ �� '\q / (3563171 SF) -; 0 ° Q \ �O \�,0 ° 8.18 ACRES -_ O p ICE, O O \. \\ O O/. / D .F - \ TM61-168&169 0 00 \\ \\ \ °0,/ o L MA CO aILDINGBO - 0 ( w CITY OF CHARLOTTESVILLE \ o \ \ \ °\ G ES D PEB DB. 46022 PG. 523 °0 \ \ \ \ \ o \ c/ I ST LO _ fo 0 ° O \ \ '/ \/O a' ��00 BUILD] G 04 0 O \ o // / 0 TYPEC O a :4 o _ ° FOODAY I D O o O O /� O 0 Z- 0 0 0 / / / h� 0 ° >00 FE R"W 0 / O ° 0 // / /Cp� o ° / 0 0 / / ° 0 0 0 0 / ° // ° ° O ° ° / / / ° ° 0 0 0 0/ o O / "S o ° / O°// // / 0 0° 0 0 0 0 9 / v/ 70 O T_ 0 0 / //0 /O ° // S "1 0 0 ° / / ° o0 ° LEGEND: 0 / / o° �o CONSERVATION AREA / 0 / / / ° /� \ \ \ / 00 // / o� //No TM61-170o / °� / CHARLOTCHOO LE COMMON OPEN SPACE AREA 60 // / /b \ / � o \ ` WALDORF SCHOOL INC. \ d / / 0 \ / 0 \ DB. 4202 PG. 453 %\ 0 / o / ° \ USE: ELEMENTARY SCHOOL \l DEDICATED GREENWAY °� / / / ° / ° \ \ / n \ / < oACTIVE RECREATION AREA O / / v y/ o 8w REQUIRED (SQ. FT.) PROVIDED (SQ. FT.) REQUIRED (ACRES) PROVIDED (ACRES) ACTIVE RECREATION TOTAL 43,560 43707.63 1.00 1.00 CLUBHOUSE AREA 21015.48 0.48 POOL AREA 14888.35 0.34 DOG PARK 7803.79 0.18 DEDICATED PARK AREA 47,916 47,916 1.10 1.10 DEDICATED RIGHT-OF-WAY 35,719.2 38112.74 0.82 0.87 COMMON OPEN SPACE BLD 10 6127.57 0.14 COMMON OPEN SPACE 326,264.4 356171.44 7.49 8.18 CONSERVATION AREA TOTAL 256,568.4 256622.63 5.89 5.89 GREENWAY WITHIN CONSERVATION AREA 13,939.2 13,939.2 0.32 0.32 GREENWAY WITHIN COMMON OPEN SPACE 5,227.2 7219.17 0.12 0.17 x o ° / o ° � -- - _�- -- - - 4409"E� �3j- // I N54° o BUILDING 11 TYPE D Qa BUILDING 08 TYPE B BUILDING 02 TYPE B COMMON OPEN SPACE AREA (356,171 SF) 8.18 ACRES �Fi J I 8"W BUILDING N TYPE B BUILDING08 TYPE B ------------- JOHN WARNER PKWY BUILDING 10 TYPE D BUILDING 09 TYPE B 00 BUILDING 09 fj TYPE 11 1--�U I L U-4T- _ ----1 I I. 0 - SAN - BUILDING 02 TYPE B % A / - - ACTIVE RECREATIONAL AREA / / 43707.63 SF j / / MIN iI ae�ns�©�• 11111111111'��\��'111111111'��\���II S75 2522'w ° 125 l i ♦ ��Z \ / I / 16628, 3 / v \ a264'3Z��rcwAU� 23.4c'o'N � 1 55605 0 n6u;'/ b Ny91/ .mac, / ♦ \ \ Lb�°g90vo wo �\\/ �c i Nc, /�ti� ♦ \ \ . TM 61-167A RIO COMMONS LLC DB. 5085 PG. 669 USE: RESIDENTIAL RIO COMMONS SDP-2021-00045 (BY OTHERS, FOR REFERENCE ONL Y) , F ONSERVATION REA IN \, \ LANDSCAPE - \1• BUFFER fir 61- Rl INT \ / C An 11 IW� �I 1 3 STORY) TOIMIHOMEB (B)TOS TORY) TONMHOMEA (5) TONMHOMES (2 STORY SPLIT) I�+1 )rQ' %1 ®� 6 r� SCALE V=60' 0 60' 120' IH OF� R. DENKO Uc, No, 57291 ,10-12-22, M E 6 r� SCALE V=60' 0 60' 120' IH OF� R. DENKO Uc, No, 57291 ,10-12-22, M E O O N N c > E ° E w Lu " 3 a o w O L M Q J U W Z w � -1n O �Ul NN a H v ¢ U N Qz d d y W C 1 O Q � � CN v > Z O p x Q UPI c vT N O NLIJ j dS 01 a ti 2 OJ J �H c G ; cc G Ln OW)O o z� UOOU W O w W Q N � N M 2. = �nkoo z O O ti O DATE M 0210712022 0 O Y DRAWN BY R. VAN NIEKER DESIGNED BY • • J. DENKO • CHECKED BY C. KOTARSKI • • SCALE am < Z L zJa_ olf ~� < W Lu < /</� LL I L O O Z Z �./ 0 W I..L u U O 0 JOB NO. 46883 SHEET NO. C4.9 a 2 c 0 a m f� 0 0 0 s 3 a a 0 o cD n0 �z 00 a 02 c m @ h a0 O w CD CD W.� Z zN O d a 0 @ o= o a @ m 2 Y �° X C 0.0 -L. O 2 c �8 c E m 06 a c 2c 0 a 0 m o m. @ U m 0 c 0 O.E h w E L i --- �_�-- NOTES: 1. CONTRACTOR TO CONFIRM WATERLINE SIZE BEFORE MAKING CONNECTION. �-� 2. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER GRADING PLAN ON SHEET C5.0. 3.5 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. 3. DDCA FOR EACH FIRE LINE WILL BE LOCATED WITHIN THE BUILDING. N ,- II J Nam- �- SD CURB INLET W/MHD /- - TOP=431.00' INV. 1N=422.80'15"RCP -,— / INV. OUT=422.60'15"RCP — i \\PERM. DR N E-TION 13; / SEE VDOT P N /LIMLIMITED y / ACCESS / EASEMENT 1 i I ALBEMARLE COUNTY GIS ALBEMARLE COUNTY GIS fCRITICAL SLOPES - PRESERVED CRITICAL SLOPES -MANAGED I 7 \ I \ \ i I / I c � \ I I\ I \ I \ I I \ \ k� I\ ' I / / SCALE 1 "=20' 0 20' 40' SO INLET K TOP=425.46 INV.OUT=422.98' 15"RCS EX PAVED WALK 8" PRIVATE SEWER LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT \ LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE CONSERVATION AREA MILL & OVERLAY SD CURB INLET W/MHD / TOP=428.72' INV.IN=420.85' 15"RCP INV.OUT=420.72' 15"RCP SHEET-.16 C d o op/ o . o o p: O p O \. ° / °'L 0 0 5> >a O b ° SHEEP C4.17 o eN' S ° / �rn. p ° ��w 0 0° o 0 o p '- o p o o o ° , O O�`s7SD3 S75 t5 (p — SAN SHEET II II ll I/ ll ll ll ll 11. ll II ll ll ll ll ll �l C4. SHEET C4.11 J -4.14 HEET C4.1 FLARED END SEC7 INV.IN=430.53' 15"F PERM. PARK EASEMENT SEE VfB T-PLAN - ' ■ �KZ 6" GRAVITY SANITARY ' 1 SEWER LATERAL 6" GRAVITj SANITARY SEWBUILDING 06 LATERALTyPE D REMOTEFDC RE LINE'B' PIPME� LINE W BUILDING 12 TYPE D 90° BEND (TYI 3" DIP DOMESTIC LINE 3" DIP FIRE LINE W — FIRE LINE'B' REMOTE FDC LT 20' A SA PU LIC E ME ER$ VAI V EV„ WAT R EAS MEN DB_PG_ 8" X 4" TEE AND VALVE 4" TO 3" REDUCER 8"W 81w ° c a e \ Q ° BUILDING 07 8" DIP ACSA ATERLINE �. c °. 1. 1. 1• � 1• 1. 1• 1• MATCH LINE SHEET C4.12 TYPE B (2) 6" RISERS \ F 8" DIP ACSA a WATERLINE BUILDING 11 W TYPED ) w Z J x Q tl G 8" X 4" TE AND ALVE 4" TO 3" REDUCER V FHA 8" DIP ACSA WATERLINE I 8"W "W 00 Cw - ° ° e 6 BUILDING 08 TYPE B N M Elk t t t M ■ � �p,\� I H OF DENKO Uc, Noe 57291 ,10-12-22, M E O o N N C > E ° E w Lu Q ..�3 a U. o K O L M Q J U W Z w — vi .. O NN v a Z H Y Mr � -i O x N Q2iQ K d w W o N M Z O O =U Q ui N o N >LU dS a ti 2lun OJ J H zz c G ; cc G ui O O O o UOOU x 0 w o 0 0 w W N N N Q h ko O Z O O ti O DATE 0210712022 0 0 r Z O i DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' > zw z < J O w a ^ LL m Q LL I..L 0 JOB NO. 46883 SHEET NO. C4.10 E' a m fe L \ \ NOTES: SCALE 1"=20' LEGEND: SHEET C4.1- SHEET C4.11 t\ \ 1. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER \ \ GRADING PLAN ON SHEET C5.0. 3.5 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. 0 20' 40, IZI CONCRETE SIDEWALK \ \ 2. A KNOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. V \ ARCHITECTICONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION. \ 3. OPEN SPACE PLANNING AND DESIGN TO BE COORDIANTED WITH AND APPROVED BY ALBEMARLE COUNTY E:l HEAVY DUTY ASPHALT I I PARKS AND RECREATION, WITH ASSISTANCE FROM OTHER COUNTY STAFF AND CITY PARKS AND RECREATION STAFF. (ZMA201900008, PROFFER 2. "TRAIL HEAD PARK"). PARK TO BE DEDICATED TO ALBEMARLE COUNTY. 4. DDCA FOR EACH FIRE LINE WILL BE LOCATED WITHIN THE BUILDING. \ LIGHT DUTY ASPHALT SHEET.16 ° d ° o °/ — SHEET C4.12 HEET 4.13� ° I ° ° ° --_------- --=\ HEAVY DUTY CONCRETE ° o \ SD F ARED END SECTION I -�---� -�-� \ o �� ° ' OUT�ET=428.45 I ------------------------------ _ CONSERVATION AREA o ° / °?.` ° S� U i`� H of `14 N, DENKO Uc, Npp 57291 ,10-12-22, II L------------- -- ° oa a ° . Mm` 11 E Al —6ALBEMARLE COUNTY GIS SHEEC4.17 oo y- N¢T HECRITICAL SLOPES -MANAGED MILL &OVERLAY SZ 4.15v O 0C>EJOHN WARNER INV oosN77-/ ° 0 xw o wwoo 45/14 PKWY os� U?o w L/_ C3 5575 w LM O O 7, c 25 �? lT D_ J O / O I O J uy \^W CA \ ' Q W U W Z \\ _ / - ' ,� R 0 1 �Y MAP �c'o w > — In O S1 uuuiiNv a 3O �x u PERM,.:: ;; ,,. \\ \� /— _\��\ \ \ SD CURB INLETW/MHD _ N z O \ - \ TOP-447 65' > EASEMENT \�\\ - ---a \�� INV. IN(S) =442.05'15"RCP a �n n SEE VDOT PLAN INV. INN -433 70 15"RCP ° a,LU > \\\ _ __ - INV.OUT=433.65'15"RCP v ol 2 \ - _ -- \\ • — \�\ WOW 6" OLI E �� - \ W z ' 6 MAPLE \ I / �\ \ Ox Z z 2 ------------ PERM. PARK L SD INLET W/GRATE---------------- \ .- TOP=44403'-------- ------- \, o 0 0 0 EASEMENT f------------------------------ \ \ \ w N N N INV. OUT=432.63'15"RCP L I \ ¢ u�i o PERM. DRAIN EASEMENT �` Z o o SEE VDOT PLAN + - \ \ O •` \�\ � DATE 0210712022 CD \ \\\ r DRAWN BY wR. VAN NIEKER x DESIGNED BY LLI \` 1 • J. DENKO LLI Z - \ SD CURB INLET W/MHD CHECKED BY _ , 8" PRIVATE SEWER ` I TOP=454.27' U C. KOTARSKI _ \ INV. IN=449.87' 15"RCP • N � 0 SAN SAN SAN � SAN INV.OUT=449.84'15"RCP _ • • SCALE \ 1 6" GRAVITY SANITARY 6" GRAVITY SANITARY EXCEPTI 11 - 1 I' • SEWER LATERAL 1 I SEWER LATERAL OWEST COMM ATIONS ORPORATION DB. 3613 PG. 352 SEE VDOT N 1 ^ BUILDING 11 � I _- I I � � k' pUNLoR A I I O 0 t TYPED II I I C m ' 90- BEND (TYP.) 3" DIP DOMESTIC LINE BUILDING 10 3" DIP FIRE LINE'A' 3" DIP DOMESTIC LINE TYPE D ' 3" DIP FIRE LINE'A' e I - ' � I FIRE LINE'B' FIRE LINE'B' I I I REMOTE FDC REMOTE FDC e < ° ..p I - _ l > a < Z NEW 1 I "MET R VA LT I O L ' 0' A UBLI EV EV EV EV FHA a < i i — I i LL O J WATER EASEMENT 8" X 4" CROSS & VALVE I _ I 1 O } DB—PG— 4" TO 3" REDUCER a I - _ I ~� 8" X 4" TEE AND VALVE l < I I - - I 1 pU 4" TO 3" REDUCER 8" DIP ACSA WATERLINE a I I I 8„W 8"W 8„W 8"W o"W 8"W I I - ' + I /\3 A j t 900 END e 1 'I 2" ETER AUL 2"tML ap i I ` ■ �._. a C. e n a. • ° A ° _ REMOTE FDC REMOTE FDC a • — ' ■ FFIRE IRE o LINE'B' LINE'B' I ' " - BUILDING 09 BUILDING 08 3" DIP TYPE B DOMESTIC LINE 3" DIP TYPE B 3" DIP FIRE DOMESTIC LINE • L LINE'A3" DIP FIRE <p p < I I e LINE W 70B NO. / - 46883 )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )� )� ' + )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ - ° SHEET NO. )♦ )� )� )♦ _ )� )� )� % • I )� ' )� )� )� )♦ )� )� )� )� )� )♦ )♦ MATCHLINE SEE SHEET C4.13 / • - I / 1 C4.11 11 1 7"ML c a c 0 E' a m fe L C4.10 SHEET C4.11 i I SHE aT G°40.16 ° - — o ° c/ SHEET C4.12 •SHEET C4.13 _ n ° O O 0 l O O31 0 1 o t 0 oZ O 0 ° O b ° o ° ` J BREEZY C4.17 0 °rye o / L — / HEEL C4.151 O o 4 O ° O _ 0 k q — �o w F / NOTES: 1. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER GRADING PLAN ON SHEET C5.0. 3.5 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. 2. A KNOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION. 3. DDCA FOR EACH FIRE LINE WILL BE LOCATED WITHIN THE BUILDING. LEGEND: El CONCRETE SIDEWALK F-1 HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE \ CONSERVATION AREA MILL & OVERLAY SCALE 1 "=20' 0 20' 40' i / I I�ALBEMARLE COUNTY PRESERVED STEEP SLOPES OVERLAY I DISTRICT II II I � \ / � I / I \/ / I I / \ / ALBEMARLE COUNTY MANAGED \ STEEP SLOPES OVERLAY \ \ / DISTRICT \ S REMOTE FDC MATCHLINE SEE SHEET C4.10 < FIRE LINE'B' e ° � � � � � � � � 1• � � ° b 1• � 1• � � � � CrD /LINE'A'i6" GRAVITY 3" DIP J X 4" TEE AND VALVE SANITARY ° ODOMESTIC LINE 4"T03"REDUCER BUILDING OSSEWER LATERAL I TYPE B90° BEND (TYP.) FHA 1 ��,°' <...,:: -q_ S 90° BEND (TYP.) BUILDING 07 MUIR (5) 6" RISERS "X 4" TEE AND VALVE (3) 6" RISERS ° I1I4 ° W 4" TO 3" REDUCER TYPE B , - > E I" O N c FIRE LINE'B' °°' W I ¢ o 3" DIP FIRE t7 . : 6 LINE W °' e REMOTE FDC _ — — °< {y 3 3" DIP °a I a DOMESTIC LINE ° 3" DIP o " .� ' DOMESTIC LINE 2200 SAN SAN I w o u'o; O REMOTE FDC ° a > o NCL H 3" DIP FIRE g" X 4" TEE AND LVE z H FIRE LINE'B' LINE'A' J,` '� v 4' TO 3" RED CER r I 3 O � x (n v� W L— a* 2" METER I o ¢ p 8" X 4" TEE AND VALVE ° VAULT = U > � O a 4" TO 3" REDUCER FHA I ~ n°1i a.[e W v 4 W d G - \e � BUILDING 05 °< TYPE C < °a 8" X 4" TEE AND VALVE , 6" GRAVITY 4" TO 3" REDUCER SANITARY SEWER LATERA ° L ou L 20' ACSA PUBLIC < WATER EASEMENT DB_PG_ e J8" CSA DIP FHA �N TERUNE OD 90° BEND (TYP.) 2" METER ° 3" GATE VAULT VALVE ° e ' 3" X 3" TEE 8" X 4" TEE AND VALVE 3" GA ° 4" TO 3" REDUCER VAVLE REMOTE FDC ° FIRE LINE'B' e 3" DIP FIRE LINE W cq a 3" DIP < DOMESTIC LINE ' < o a e . ° a e . [ e LU W BUILDING 04 TYPE C a <. ° 6" GRAVITY d 00 SANITARY) SEWER LATERAL a' c e 90° FHA <RFISD 8"W 6 e.? i G CP • ° � J . I> z < a i \ 2" METER VAULT e [ o- . ° [.. _ .° ' . ° ca a. . o H O Lu D 3GATE VALVE REMOTE FDC i j i \ z ; OwoO 3" GATE VALVE ° FIRE I INE'A' 0 2 3 X3"TEE z x Z BUILDING 02 0 0 0 0 3" X 3" TEE ° TYPE B 3" GATE VALVE °. 3" GATE VALVE ,. I > o 0 0 N N N 8" X 4" TEE AND LVE w F 2" METER VAULT W I = a p ° 4" TO 3" REDUCER °. ¢ p o <' z 3" DIP DOMESTIC o o W 1 LINE D O DATE z [ 3" DIP FIRE LINE'B' I 0210712022 a I U Or DRAWN BY w R. VAN NIEKER FIRE LINE'B' WATERLINE °< W REMOTE:rMp 3" DIP FIRE ° • DESIGNED BY DOMESTIC LINE LINE'A' °' [ W J. DENKO w •W ° W < I Z • CHECKED BY 2 C. KOTARSKI (1) 6" RISER D : • Z '4 SCALE ° 8 • 1"=20' ° @ a 6" GRAVITY SANITARY02 < SEWER LATERAL ° 6" GRAVITY s. ' <, SANITARY BUILDING 03 � ° SEWER [ TYPE B LATERAL ' .< ° 20 a I � \ e ° (2) 6" RISERS °° a 'i. W [ � e ° ° z g c 9 �> ° z w Z cD LL Aq ^ — D z }} IIMET �/ O II (TY L.L v $"W $"W $"W v 8"W 8„ 8" DIP ACSA WATERLINE 68 1 TEE no SAN SAN SAN on SAN 8" PRIVATE SEWER 18 a � 1 1 / I 70B N0. // / 46883 mm m m m m m m m SHEET NO. MATCHLINE SEE SHEET C4.14 \ / I C4.12 c 5 a c r fe O @ 0 t 3 a D 00 OX acD �N 00 a 02 c m r- c @ a0 0 d (D�Z m 0 w a N F @ `0 ` O a @ m .Z Y N X C 0.0 .L.. ° c E m 06 a c ma '0 a 0 h m.o @ U C m O c 0 O.E h 0 9 L LM 6" GRAVITY ' SANITARY SEWER BUILDING 08 ° BUILDING 09 I-p' TYPE B e� TYPE B 6" GRAVITY " c SANITARY ° SEWER LATERAL 4 6" RISERS 3 6" RISERS (3) 6 ISERS .. a° () () ° s 1 ° 1 8" PRIVATE SEWER SAN noSAN as SAN an SAN wo.SAN 26 8" �8" T E (3) : ALV _ 24 20' PRIVATE 2" METER 900 1 ' UTILITY EASEMENT VAULT BEND ` ' A3 A3 \� \�'�ij DB_PG_ /�3 /�3 �I �j R MOTE FDC G FHA 77 G FIRE LINE'B' G e e 2 6" GRAVITY SANITARY ' 6" GRAVITY SANITARY ° SEWER LATERAL 3" DIP G j SEWER LATERAL ° DOMESTIC LINE , BUILDING 02 <F 3" DIP FIRE °.a z ' TYPE B LINE W BUILDING 01 4- j TYPE B 1 ° � a ! I c I DI 1 Q 20' PRIVATE °\ I g ' ° UTILITY EASEMENT _ ,. DB_PG_ j 4 TA e ° a ° G � tivr : '{ � i:.i:'a� . �X::. _.. 'ice .•:r�,. 'c. `nF !w ttl ° :'•i♦ ...F.. -... �:�: _-.'iw•i _ `i:�``'i•'v.`..�.,°i'ti:.�s rf�Tw+:. � #`2_pi °. �°� `..^.ai -,_,: _ - ..o•.:-t=. Jj'}i"`�_w ::-�:?S:.;xrr}Y":.,..... ..'h".vsx.. .'F:- . �`�i.•.K- 6 '^s'+:�6i::Y� `:!ni}�u:2 �Y ':r ++?.:K'.r....,i .•SZ':4•'�rs a':c�•�l :"iw _G-: :�.:s'S• : s.!`.:'S f?:r: ' z.: �a •fr: s.��_at�r <?;. r"..'xrj-why �Yititi a• ``•"•<?=�');f ' e ° ti. . . `a y4 - .iGre-:i� "a.`t.y4N.': �'+:.?'-4L Y:: eT:��'•,'J'r. Ye':+n�Yi:``a`:.xr? `�Ta x.i�Fs_. 6" GRAVITY WORKOUTlad SANITARY e G FACILITY SEWER LATERAL POOL HOUSE ® d ° POOL ° I t G WATER METER (TYP.) G CLUBHOUSE I ° 20' ACSA PUBLIC °a WATER EASEMENT e.< ° MAIL G DB_PG_ e KIOSK \ IIIIT ID iiiiiiiig I 'e\ ..° a .n a b. G°.. _ °.- a 1 a n y mom WAT R IIMET 8"W 81W 8"W W 811W . 811W 8.IW _ ' 8" DIP ACSA WATERLINE j 46 ay. SAN SAN SAN SAN SAN SAN SAN i ' 20' PRIVATE UTILITY EASEMENT 7 l DB PG II t • I �II ATCHLINE SHEET G / 1 SCALE 1"=20' I I — I I I I e I • I I I I I i`� H of JESMA R° DENKO Ut. No. 57291 ,10-12-22, I 1 QJ M °< • I u I I Q N CONNECT TO = N c w ° -� a. I i I EXISTING > E WATERLINE LEGEND: W g E 18" X 8" TS&V il- Ij 3 CONCRETE SIDEWALK I cal I O L , —..—_ im I I GJUib Z 81W 8'NV 8"W w — n O 8" DIP ACSA WATERLINE `EH1 I I HEAVY DUTY ASPHALT j o N QWEST COMMUNICAT101 ION I I U W v a 8" X 4" TEE AND VALVE DB. 373 Q 12 I I z F °Y_ -r u 4" TOT REDUCER SEE VDOT PLAN I , \ LIGHT DUTY ASPHALT o _ rx vN z o ti. -I- I I I HEAVY DUTY CONCRETE U< o LU r— r� CONSERVATION AREA o w I- VANACCESS r lO ~ W O W J EASEMENT . r— MILL &OVERLAY DB_PG_ I O OU WO OU .. .— O �Z� x' — I O RWSA WATERLINE CONNECTION NOTE: j j Iu 0 °D I 1. CONTRACTOR SHALL COORDINATE WITH U O U RWSA AND ACSA FOR THE CONNECTION F N N N I v, TO THE EXISTING RWSA 18" WATERLINE. ow 8" X 4" TEE AND VALVE --= r �I CONTRACTOR SHALL USE DUE w N N �N 4" TO 3" REDUCER w F � 2. DILIGENCE TO PROTECT THE RWSA 18" = a '� M r DOUBLE TAP I �.. WATERLINE DURING CONSTRUCTION ¢ 50 p ` +.r — AND TAPPING. z o o Wm (TY ) I 2. CONTRACTOR SHALL VERIFY THE O DATE HORIZONTAL AND VERTICAL LOCATION, = I THE OUTSIDE DIAMETER AND THE PIPE 0210712022 _ I MATERIAL OF THE 18" WATERLINE PRIOR O ' I I TO ORDERING THE TAPPING SLEEVE. r DRAWN BY �- 3. RWSA SHALL BE CONTACTED 3 BUSINESS TOWN HOM E B `" = `'' I I DAYS IN ADVANCE OF THE TEST PIT AND R. VAN NIEKER _ I (6) TOWNHOMES ; ! I SHALL BE PRESENT DURING THE TEST DESIGNED BY PIT. (3 STORY) I — I I 4. THE TAPPING SLEEVE SHALL BE •• J. DENKO r APPROVED BY RWSA PRIOR TO BEING I ORDERED. • CHECKED BY 5. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. C. KOTARSKI L I r 6. A MINIMUM OF 3 BUSINESS DAYS NOTICE • • I SHALL BE GIVEN PRIOR TO INSTALLATION SCALE OF THE TAPPING SLEEVE. • 1 " = 20' OD 7. THE 18"x6" TAPPING SLEEVE AND VALVE ' — SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND • _ TESTING OF THE 18"x6" TAPPING SLEEVE ' AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED ' UNDER AND BEHIND THE TAPPING r — I SLEEVE AND ALLOWED TO SET PRIOR TO I . — _ I I I I' W G I — C 4" SSWR— LATERAL . — e s (TYP.) EXC€PPJ N 7; I CENTRAL TELEPHONE COMPANY OH VI INt - °n DB.37'34 412 SEE V¢01 LAN I •_—_ I °D 20' ACSA PUBLIC — WATER EASEMENT _ DB_PG_ I — I z -i Z I I Elf Q — I —I QLu J Q O I I 0 I- 00 i I MILL & OVERLAY O I I 8" X 8" TEE \ . & (3) VALVE 20 -------------------------- I • 4• , — I 00 I JOB N0. 46883 FM)� )� )� )� It )♦ It It )� )� It R I )♦ SHEET NO. MATCHLINE SHEET C4.15 ' — i I C4.13 O C c e T m re L F- S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C4.10-UTIL.dwg I Plotted on 10/13/2022 3:43 PM I by Jessica Danko N 00////00 r- 0 m 0 m 0 Q.Q. z � � z 0 { m 0 M r- O< o o � G) r7 5 D U) z -DG z O -0 09 m 0 2 r D D D m D � r � 1 m ° °Cp °° x ° ° rr ° m ' ° c� o 0 0 0 ° ° O ... �A j`o�Go� o yI J o ° °\ ° 0 0 k�\\ 1= A , A 0 A J J T I I M� TCHLINIE SHIEET C4.17 1 I I I 1 I I o 1 I I I 1 I 1 ' I � \ \ o � \ \V/ o \\ 1 \ \ 1 A\. \ \N \ \ \ 11 \\ \\ 115 \\ n y\1 �iI I I 1 I I II � \ 11 \1 \ \ �\ •j \ � � I I \ co � � III I li iI \, \\ \\\ \•;I�1�1\ � \\ I / I 1► I I 11 \\ \ \I D II I II I I I II I II II III II N I �\ I I I I II I I II I I Z I 1 lA \ I I I •, \ \I \ r� ` II I I I I I I \ I I\ \ ! I a I I 1 , \�f O I \ I I 0 W O I NHS I O / 01 O9WDDT-D ZmQ�cmo O \v C F C Z CC •I Q � 0) P -4 O O C m�m�mz I /Z G 22 <<0Qu0 C� I O I O O M 0 j C r- °° I yomm C I C ® y O O r I Imo / II —n I II I I m00� „-��o I I _ / I mM�0 I I Z m = o Z 00�Cn — I r Z I a' \ I a � I II II 1 \1 I p, I C. I a I I I ATCHLIN HEET C4.15 TIMMONS GROUP .•-':'•. m o RI O POINT COIM (Do Z COUNTY OF ALBEMARLE, VA p9 W� UTILITY PLAN r) 0 ~ m U) II D O O z NO 'n A 0 m � o M M M M 0 U m 0 i THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 2 o DATE REVISION DESCRIPTION 0510512022 COUNTY COMMENTS ISP i 0611312022 1 DESIGN DEVELOPMENT z z m 1011212022 1 COUNTY COMMENTS FSP & WPO m < o 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 1 1L'� 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 �\ 1 \1 1 \ \ 1 1 1 1 1 1 1 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 1 �'� � � � � � � � � � � t t t � t � � � t t t � t � t >t >t !t t t t � !t !t >t !t t �h �■■ I■ ' I I I 1 ■ 20' PRIVATE UTILITY EASEMENT DB_PG_ 8" PRIVATE SEWER (48} _ 50 U _ -----�_- / W W ' _ W �_ z -_ -- 450 BEND x �-- �__ 8"ACSADIP - - WATERLINE \ 1 L TM 61-167A I I I •�• I/ I • I0 VA /,j II // I / .: / MATCHLINE SHEET C4.13 F� t t t t It t t t t t t l •_t . 7 •_ cIl m2 Z DOUBLE TAP WM (TYP.) SINGLE TAP WM (TYP.) / z 22� I / 20' A PUBLIC WATER SEMEI / DB_PG_ / CONNECT TO ADJACENT DEVELOPMENT % -WATERLINE OR ADD BOV & PLUG FOR FUTURE DEVELOPMENT III • _- I• TOWHHOME A — (5) TOWNHOMES —_- (2 STORY SPLIT) I I ' — • I • r / r / r / , — TOWHHOME A . — i (5) TOWNHOMES' (2 STORY SPLIT) —_ y ry I _ _ w a / / c a a i T ' / a' i a / a a / v , a c D NOTES: 1. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER GRADING PLAN ON SHEET C5.0. 3.5 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. 2. A KNOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION. 3. DDCA FOR EACH FIRE LINE WILL BE LOCATED WITHIN THE BUILDING. I y � Y MILL & OVERLAY O O /. 0 O O O. o ° O O 0 0 0 / o ° ° O Grp HEET U4.17 p o ° S 0 - 000 Wci 0 0 /0 O / 0 0 O SCALE 1"1 o 0,20 � 875 0 / 051 ��iP�I"0F JOI� JESW K%Ko Uc, No, 57291 ,10-12-22, n E 0 o N N c > E a E w LLi " L 3 a a o K O L Q J U W Z w lJi—n O a N N N a V W W M Z H Y R � 3: 0 O x � (n K fi � W U) C N Z O Q =U>m a m cn O N >LU dS II a v ti 2ELL OJ J Lu c G ; cc G uli O O O O � UOOU x ry ry ry ~ O w ry ry ry Zry w W Q ry � Mry N = a 50-4o z oo� O DATE lo� 0210712022 Z) O • LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE OVERLAYCONSERVATION AREA MILL & SHEET C4.11 1 • ■nrEf ■rt� rraf • IFSHEETC4!��... I�' _ f 1 f h �■ 1 i Z ==_= ■aE � � ,i � � ,* Ej I f -J1 �7j O n . . l' s� ■niunnu 1 �l1 �41 35 .: _, MAP DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' zw z Elf < J O W CD Q LL O J_ _ (0 r 0 O JOB NO. 46883 SHEET NO. C4.15 fe 0 m 0 3 a aX o n0 �N 0 Z a0 0 c m r- C N m m a0 O w O Z h O w F N O L �o In � m Z Y N X C 0.2 ot L 2 z NC c 0 E m 86 06 a c �a °a 00 o .. M U M m 0 c � 5E h w E L F- i:N 03k16883-Wetsel_Property\DWG\Sheet\CD\46883-103-C4.10-UTIL.dwg I Plotted on 10/13/2022 3:44 PM I by Jessica Danko 1 o D N r o_ m N O \ O O \ 0 0 0 0 0 \ O p \ O O O 0 0 0 0 0 000 0 00 0 0 0 O O p p 0 0 0 0 0 0 p 0 0°°°°° 0 0 0 0°°°° O°° 0 0 0 0 0 0 0 0 000000 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c O ° O ° 0 ° O ° O O 0 o ° o ° p / o p o 0 �° 0 0 0 0 0 0 0 0 00 0 0 o°°° o o°° 0 0 0 0 0 0 0 0 0 0 0 / ° O O o ° 0 o 0 0 0 0 0 0 °° / 0 0 0 0 o O o ° 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 0 0 0 0 0 0 / / o ° O ° 0 0 0 0 0 0 � / o o _ o °� o ° / ° ° / o / 0 0 o 0 0 o / 0 O 0, chi' / / 000 ° O / \m ° O 2 / ° o 0 / / / j o o c: / / m1 / p° / ° R ' \ "I4 O 0 0 0 / // / /00 0 _ p o ° /// // / //oa rX ° /N m 0o / o m ° 0 0) //00 / --- 0 / ° 0 O ° 0 0 0 O ON 1/° A 0/ ° ° 0O ° 0p O 0 ° ° / p ° ° / // \ / ° / 0° 1 p ° 0 0 ° / 00 / 0 / 0 / 0 0 10 0 ° ° ° O 0 0 0 0 o ° 0 0 0 0 / -w` 000 00 o V� �\ ' 0 0 0 ° /O o ° 0 ° ° o o ° 0 /, //// \ �� 0° 0 0 / \ 0 ° 0 / �\ ° 0 ° ° ° o 0 0 0 0 0 0 ° ° 0 � �° \ / • / 0 \ ` \ / 0 p o / \ 0 0 0 0 / O / O / / is \ _ 0 0 ' o 011 ° ° p� 0 623,g4.� \ \ / T \. / 0 0 ° ° ' ° 0 0 o°°° 0 o O o 0 0 0 0 0 \ \\�\ /o o° ° o o//\ \ / I. �- 0 0 0 0 O O O / 0 �— �� / / .0 0 0 0 a°° O O O p 0 0 0 0 0 �O 0 0 000 0 0 0 /// \ O O b O 0' 0 0 . / \ / �•00000 / / O 0 0 \ // p o �B' �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 0 0 0 0-0 0 0°°° o 0 0°°°° Pc°� 1 / \ 0)000m / o cDi0� z 11 p Znon \ _ / C 1 / y Z c 1 / run oA_ mom A k 00 /1 mo -Hinz m I 1 �\ m I 1� \\ Omcc) iz0) \ �-4Cn 1 \ O 1 \�rrlG) 1 �■�i�i�r��iLi�� ��..����tttttttttt�tttttttttttttt�tttttttttttttt�t.t•t•�Ilt.tt>� TIMMONS GROUP .•-':'•. O 0 0 o c :n Cn 2 -n � V 0 0 m m O 00r\ /� 0✓` 00000 o OGo1 0o Cos 0 0` , frn °°oo°\N0 o°° or— \ O1: O A1 �9 ' A A V 0 o) I 2 rin ml 17-71 / O M t7 m O r Z C = Z M { r D { m m r n D D Z z O -0 � m o 2 D m r r M / \ D cn- o mA \\ I \ \ D in \ Z� r� X E ME1 1W THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 1 I N N r \1 2 m 01 0 IM 00 z z COo M o VJ RIO POINT COUNTY OF ALBEMARLE, VA UTILITY PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. �n a Ut >\ m Z �p V II - n m m z Z N i CZ)'" O m M < ON m A NJ DATE REVISION DESCRIPTION 10512022 COUNTY COMMENTS ISP 11312022 DESIGN DEVELOPMENT 11212022 COUNTY COMMENTS FSP & WPO F_ S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C4.10-UTIL.dwg I Plotted on 10/13/2022 3:44 PM I by Jessica Danko ° o v° 0 0 0 0 0 00 0 0 0 0 O o ° ° o ° ° 0 0 0 o 00 0 � o ° ° ° o ° (7 0 0 0 ° 0 0 °° 0 0 N mO O p p ° O 0 0 ! 0 O 0 O O OO p N ° 0 0 °° � O ° 0 O ° 0 O O O 0 0 0 0 O O O O ° p ° ° O O O O O O O O ° O °° O°° 0 0 O°° O O ° ° O ° o 0 0 0 0 0 0 O 0 0 0 ° ° O 0 O 0 0 O 0 � O ° ° o ° O 0 0 0 0 \ O 0 0 \ p O 0 0 ° ° O O O \ ° O CD 2 m 0 9'—ml 0 0 0 0 0 0 1 0 o p Or— ° V 0 9 4' \ O O 0 A A O O O O° 0 0 00 0 0 0 00 0 0 0 O p \ \ O O O O O E L 9 Ld Ld O ° ° ° O 2 r o 0 ° \ P r O Z m D 0 = 01 0000 \ O D p 0 ° \ m { O 00°0 n D Cn \ < Z O 0 D z = °O C� D 0 \ m D X m r 0 ° m o 0 \ 0 0 °O \ 0 O �. o o o ` � 0 \ O o 0 ` \ 0 0 0 p \ o o 0 o ° \I, ° o 0 \ \ ° 0 0 \\ \ 0 o 0 o ° \ \ \ \ o ° 0 o o 0 \ \ o 00 \ \ °o 0000 / \ \\ \\ 000 .\... \ \ o 00 0 c/o 0 \ \ ��\ 00 �0 / °o 00 -0- 0 0 �\ �\ p 0 \ 0 \ 0 ° \ o \ \ o a / 0 / �\ \ 0 �\ �� o U \ O °o J0 \ o \ \ p \ o \ \ O \ ° \ ° / \ \ \ \ \ ° \ ° \ O O \ O o/ \ \O� \\ �\ 00 \\\ / 0 \ �� \..� \ 0 \ \ \ ° p 0 \ �� \ O 0 O \ O O 0 \ \ / o < 0 \ \p O \ ° ° C Z ° \ ° A- \ 0 0 A ° \ \ \\ °-b � rnL-40 ° \ °� �\ o \ °o rn 0 '� \ 0 \ \ \ ,. \ 0 0 pO \\ \ \\ C \\ 'ov�nK 0 \ ° \ ° nnmm \\ O o \ 0 _ \ 'Col � l _ o Q \ / yip � \\ ��� I \\ \\ \ o \ \ V \ \ \ O Cb�• \\ \ (n m m m n A 1 1 1 1 1 1 1 1 1 1 1 D' 0 2 'r Z m' a m m' A 4 1 1 1 1 `. v 0 ` 1 \ / ° 0\ \ \ 1 0\ / 00 0 Ah i \\ I \ \ \ O I \000 \ \ \ ° o \ \ 0 A 0 \ a -n Fn z\. \ \ \ o \ \ °o \\ k co mA 9 a \ \ \ \ \ ` ° \ o / °) << (tit y7 O 01 < � � 0 \ \ \ N o 0 i DrDO �I \� \ \ Q 0 \ G/ v o ' GD= ��Z \\ \ \ T\ \ \ \ D p \ O 2 \ \ ►L \ \ o"� Zm� I \\ \ \\ \\ \\ \ CJco 000 \ \ \\ OO r m D �' 00 IV \\\ \�4 -� \\ \\ ` \I CnD o° \\ \ \ cn \ \ \ \ �mz \ O 3 ro cn\\ S9\\\\ \ m rrl I rn \ \ \\\ \\ \\S\9\\Av\\ \ \\ \\\\\ \ \ \\` \ \ 0 000� \ 00 OO �\\\� \ 00 /°\ /°\/w" \ \ �pO \°\ °\oO\Go�00p\\O \°>p p p p p O p 00O 0\ \\ 0 \° 0 0 0 000\ O /0 0 00 °IO O O O O O 0 00 0 0 O\O pe O \ \ \ o lop C7 C��)\ .t7 \ \ \ \ \ \ \ I // / \ r O 9y\\ \\ o \\ \ I , \2 \ \ 1 ' I / ' 1 I I I I I I I I i i I l 1 I 1 I MATCHLINE SHEET C4.5 0 0 11 ° v A Z \ 00 \ \ o \ 0 0 • • •• THIS DRAWING PREPARED AT THE TIMMONS ROUP • • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RI O POINT � o 'n A D DATE REVISION DESCRIPTION _ yo N m v 2 o 0510512022 COUNTY COMMENTS ISP 0611312022 DESIGN DEVELOPMENT rm m z COUNTY OF ALBEMARLE VA I a O n ti M n mo O C m z ? z z V D tv m z Op o r NJ m 2 rn 1011212022 COUNTY COMMENTS FSP & WPO UTILTIY PLANNJ V w These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. N �. .g K) SCALE V=20' SHEET C5.0 SHEET C5.1__�_ \ H OF CURB -�_` SD CURB I LE TOE 0 20' 40' \ - \v ----- /-,-�- - - - - - - _ - - - - \ INV.IN=419.6E INV.OUT=419.61 I I O DENKOR. � SHEET C5.2 „HEFT`�Apo0-12-22���. TOP- 9.42' - - - o SHEE S5.5 o HEFT C5.4 > ENL8_RCV77-E 298' 1 RCP w 3 LL y 3 CHI . a w z FIZEY MAP a > o r-4CL H IL x Lu Lu VI W to IN \ IL EA EMEN PAVED WAL / \ / /__ / � / _ _ UO O U / E - - - \- \ --- -) / O / / I-�------ - -,�-fir /f _ rN N�V. END SECT40N / / / b�a3A3�p i' j w N N EAS II%IENT / - - - \ ' / �[�° SEE O No O DATE \ StiL PE EA ENT \ SEE _T- N I \ I / \ \ \ \\ \ I \\-- - -- - -- ? 0210712022 ` - -I , \ \ \\ \ \ I I \ \ _ - - - \ \ \ \ \ - - / / ' /' / ■ r DRAWN BY AIL _ \ / 44 R. VAN NIEKER / DESIGNED BY 441� q4g / / ' / •• J. DENKO 445 808 45 451 \ \ \ 1 I _ \ \ \ \ o \ \ I • CHECKED BY 454 • G KOTARSKI Bw I _ _ / • • SCALE x-_________ _ __ ______ 810 ' _ _ PERM.P \ \ \ 1 \ EASE T 1 - - - - 8" HDPE ROOF 453 _ ' 1 \ \ \ \ \ \ \ \n I \ \ \ LEADER 4 53 4g 1 -CONNECTION AT \ \ \ I \ \ \ \ \ 3 MINIMUM 1%SLOPE. - FFE=456.50'/ , ui ___----'Jsd----- BUILDING 12 - - - - - - - - - - - -; BUILDING 11 W \ \ us 1 eW BW - - BW 1 By / ' 1 w \ \ \ \ \ \ \ 1 452.21' 452.33' TYPE D 452.33' j -a .a9' TYPE D In \ \ TW TW --dw--_---__-_-- - 1 i / 2 458 1 462.5s' 463.00' 8_ _ - TW 1 TW \ \ \ \ \ \ \ \ " PE ROOF LEADER /. 1 1 / Q I \ JJ \ , 463.00' 1 467.15' 1 TION AT /'.: 1 _ _ _ _ - - - 1 •FFE=467.17' / \ \ \ \ \ \ \ \ MINIMUM\1 k SLOPE. 459 8" HDPE ROOF F \ \ 1 _ - _ -458- ' 8" HDPE ROOF LEADER , _ - - - I LEADER 1 CONNECTION AT _ _ Ia. CONNECTION -AT MINIMUM 1%SLOPE ' / 1� o / - - Iv MINIMUM 1 /o SLOPE. 1 Z 60 TW TW 1 \ "`7 / 462.08' /' / - / _ ��� �1J _... 443.3 / b 1 'SWK / PVMT _ . '1' t�1w3' \ 1 ° _ 1 F I / SWK 462.83 �.,.. _ I _ - SWK Q 428 BW 1 - 6 / 462.19' 1 - __" / ������ \ 1 2 I - - - - TC 1 TC � < 466.62' � � W \ \ \ 1 \ TW •J ��3.4� 463.95' J f('� 461.17' 1 e -< a - a: °. _ _ .. i ° < Z Lu V F. -6 a� n _< `/ -a �- --<- •-° -\ a<. a �- � a `• - a-e.\°a- ` J 219 Lu sos3 216 / / PVMT - 218 - - - VMT ^O m �Q/ 462.114' PVMj 4 5 - - - I - _ 611' LL Q cL �w N TIC c- 04PVMT-463.84' 164.34' U 461TT6- \ • \ _ \ \ / ' -.1 - I I 2_ _1 O �W 4�0.49' o 462.52' 460461.00' PVMT � 14 a62.83' O Z W / / 81.W 8"W jA 811W Q 462.21' / /TC , / 4 .69' / ' 465.7S z •FFE=450.49' I I •FFE=461.17' i/ // TC2.4' 1 w 462.71 zo' ass. 4 as r TWSWK � ,.1" I I I 14 090' c%a / ° d -- ' _c <.- \ e • _ .°e :a ? a VMT PVMT" y- - SWKp . p ° .. 438.46' , L , I 1 I 1 I .l < Lu TC f Q / .. � ° ° ' - o -. a ' °4 < ' TC 4 .85' 465.46' . 466:09'e b ° . c w�46 .23' ° .-��------------- BUILDING o. / TC .. SWK ♦ 1 06 I � . Tc � / / / Tc TO 1 PVMT -/^� PV T 462.36' 62.7T - 465.00' / 5 466.32' ° 1 TYPE D a60.3g-UJ 4so7o' 1 1 a / ass s 16 ___ PVMT / w c k . / 460.40' / °: - / - / / I 1 _ 6 1 468.15'� 1 SWK •FFE=464.95' o 1 1 ° co ,� / 1 1 BUILDING 08 46'�.17' -a PVMT MT / BUILDING 07 1 .<m. aso.as' ° e 460.48' 460.78' / • I I I TYPE B _` TYPE B 1 i I / , - •FFE=468.15' 1 8" HDPE ROOF LEADER / I a ° � �Il tf &F LEADER 1 TIC CONNECTION AT/ t CONNECTION AT 1 464.65' 1 1 - / / ° / 1< TC _ c 0 464.93' \ 1 / , ♦ I I 1' / MINIMUM q /o SLOPE 1 0 (• 461.09' / 1 MINIMUM 1 /o SLOPE. < e 1' g I I 464.95' I \ 1 °<. \ TC on. I I °' 1 JOB N0. ,V1 I / I / / / 1 / 1 - 1 465.33' 46883 co T °. 1 SHEET N0. 1 MA I / SWK 1 46a.05' 464.20' - 1 MATCHLINE SHEET C5.2 , N I / asass a 1 C5' 0 a ._ c E' a fe L 1 II - / I SCALE 1"=20' SHEET C5.0 5.1__� HEET ' \ / MHD i II TOP=441.24' 0 20' 40' _ l I INV.IN=429.86' 24"RCP BOT. STRUCTURE=424.04' ip0x01 I 2- 'SHEET C5.2 ' SD FLARED END SECTION OUTLET=428.45' --- \\\ \ q"' ` i`� H of pdl��ASM� A R. MIMI Uc, %. 57291 ,10-12-22, \ \ ` Q cn E 11 \\ \ SD INLET W/GRATE \ \ moo, I °u \\\ TOP=446.25' _ � j `N`1 c \\\ SHEE 5.5 HEET C5.4 ¢ O \ INV.IN=432.05' 24"RCP \ i o� W77a > E \ - - ✓OHN WARNER \\\ INV OUT=431.80' 24"RCP > ' q. L, v y Lu EX URB - J / --\\\\ / \, \ \ `, \ KEY MAP m > o N orn �X96 u Lu- - - - - - - _ - --- _-------- - ----- /' SD CURB INLETW/MHD �_ �� z O TOP-4476 -- - _ \ -- --- __ - - _ _ __ - - \ -> O _ _ _ } 5' _ � V607 LAT INV. IN(S) =442.05'15"RCP \\ - -- - ----- ----- - - -I - i �'�• --- \\� - - \ \�\ INV.IN(N)=433.70'15"RCP 11 -LU � INVOUT=433.65'15"RCP a� c� tiZELL. 0.1 ui Lu U 6"MA E o Z� DIAP EL _ - - - - - - - r / - - \` •` \\\ / / L` p UO O OU PERM. PARK -A ' \ \\\\ o 0 0 0 AS BIORETENTION 2A _ / I �` n \ \\ O DATE LEVEL 1 _ ���� / \ o\ \ \ 800 �U" ■ 447 DRAWN BY �f- 448 _ _ - I , ,I A \ \ - \� \\ W - ' _ 49 - 450 451 \\\ v \\ \ �\ \ \\\\ R. VAN NIEKER x 452 _ - _ DESIGNED BY -m i �- _--- 464------- _ / - \ \ ,A \ \ \ \ \\ • aWi ° - ` \\ ry \\ \ \ / 1 \ \\\ • J. DENKO SD 455 456 457 _ - ' - - / I \ '> \ \\ \\ \\ 1 1 / / \\\\ TOP CURB27LET W/MHD • CHECKED ev - - 458 - I _ \\ \ \ - \ / INV. IN=449.87'15"RCP • Q SAN 1 SAN - C. KOTARSK 459 W 466- - - - - - - - - INV.OUT=449.84' 15"RCP �, \ �\ \ \ \ - 11 /' h\ • • SCALE i 8" HDPE ROOF LEADER I I468 - - - - - - - CONNECTION AT, / - 460 _ a Lo MINIMUM. 1-%-SLOPE. _ I " - a -FFE=456.50' ' .FFE=459.15' - I' _ " \\. \ 1 \ 1 \ / �I/ / / O T / /' ►� N LOFZA BUILDING 11 - � , -' " � l /Y vU TYPED v - - - - _----_- - ' 459.12' ,-' ----__ - ew s 3a' ' 469 \ \ \ - / ,I m / BW 458.90' _ \ \� \.\ I \ \ // II rn (4/O ' TW 4 9.80' / - - ' 9I 1 - / - J Q6$ \ , 11 „ 1 V7 n 467.17' BUILDING 10 TYPED FFE=467.17' ass.ar I a \ \ • \ ` 1 \\ 8" HDPE ROOF LEASER �. I SWK a6s. ass.3 a / ' 8" HDPE ROOF LE €R CON!f EC-TION AT 46zao' - _ _ ION 8" HDPE ROOF LEADER --MINIMUM 1% SLOPE. 472 - - CONNECTION AT CONNECTION AT i ! / -I- _ TC Z < 1 I �' ' MINIMUM 1%SLOPE. / MINIMUM 1%SLOPE. ��// L 465.28' -- --- 1 TC \ \ ' Q 465.43' J�1 6.2 VK PV - 1 220 ' - / PVMT a i J TW S K 6 266 \ i \ \ \ I \ I ' \ / LJ� 62' 466.13''- SWK 1 1 j < , 468.92' °' ' 1 46 .09' 9.46'� I \� °. i \ \ I \ / Ill �- 466.71 «7 LL ------ -- ��� «� ���---y 1 `�`a° � </� ? ° �a 4'\ SWK I 1 11 I � I/ % J l�.(� i�° o' 469.43 ° e < - 469.49'. ', ° -_.a _ . �. -> a. - 465.59' \ _ i 1 I - �", ` d' < • 1 1 I / H� Q Z 219-PVMT - TC / VMT ' - TC TC Y. - I a I !I II II iI I - ' / I I O CLu D VMT 466.2 ' _ _ 4 8 67.6 ' 46 .88' 68.90' PVM 469.5 ' - 0.41' O TC srlt ' �V EV E V asas ' �q)0 a7o.7s' I 7 I Q ■ I e - -4LL TC II I' I1 II I� 0 PVMT PVMT PVMT PVMT Z (X 466.37' 466.47' /10 467.97 469.07' 469.18' TC - TC 467.72' 70.07' 1� 470.15' I \ I 'I I I 10 Z TC TPVMT i ' / 470.56' 89 1 1 1 \ ' , 466.4C 14' 4 470.89' I asssr /ag1 8„W 8"W �o�'wlAr- 8"W 8"W - i I 466.86' �� ' b 469.27" 469.37' TC 470.43' \ b10. TC II n iC� 1a 468.a ' /�� /\3 Is�1 /' 466.47' \ I II PVMT-"46 469.51. TCI- 6 .57' 468.78 PVMT - \ I j 471.33' 264 i II I I I PVM PVMT / 469. TC 1 w I I I 467. 467.2 ' - 469.5 ' 470.68' a \ /I vv - I • I 4 SWK ° °STC WK ° .. // o - -°- -�-e °- - p SWK °`> ° - - - " ° TC TC 71.11' I %/' III I �� 467.7¢b.- - 467.78'. " o- - 470,09' . < _ ° ��. -� �.. _. - .-> e. 8 .-� 470.95' 470.89' PVMT ,�-------� .. P° ° �------ I _ 467.21' _ ' ' ° I �� � SWK /I{��' - 1 1 �. I -__- 472 - ° ' •I %-r 470.47' 470.49' 1 _ _ - _ °- I I -I- -1 ' 466.41' TC r lI �� - I / 4 36' ' 1 j 8" HDPE ROOF LEADER _ _ _ _ , - ' 1 466.39' SW • d- / / 9'c-.. �1 CONNECTION AT BUILDING 09 PVIVIT 1 : o° 0 I 466.53 °` as .az' BUILDING 08 ; MINIMUM 1%SLOPE. TYPE B ; _ - _ I I TC �/ � ; 'I TYPE B 1 a , •FFE=470.50' j - - _ _ / �E6 0 / I� - •FFE=468.15' 47 , co 1 a 1 _ ' / 1 e • /- ' JOB NO. - TC I % _ 1 I ! i 46883 ° ' S I �l 1 - I SHEET NO. MATCHLINE SEE SHEET 5.3 _ _ _ -// / • _ I) I C5.1 _ _ v a N E' a m fe L / /- , , ,• /- /, i /� / I - --/I. /I -- 47. } ' .',.. // / - o / � /� 1 .. \\. T TC MATCHLIN\E SEE SHEET C5.0 1 I 465.33' _M / / ,1 1 / 1 - 464.05' 464.20' .. 1 / SWK 1 , N 464.55' ✓ / / / ,' / / / / ew / i r )° / DENKO r ° BUILDING 08 " t� � R, 461.1TW W I TC ° 1 / P T :An �. BW TW / / I / 463.31' / - - 463. 1 , TYPE B 450Bw 460.80' ° 1 - PVMT .. A 10- 2-22 !C / 1 1 rc=wno. io �1 1 W " / " ' ^� 3.94' a 1 _ 0,1�, IONA y►G _�._ R''�.f 464 �. 7/: // // , SWK `' 463.89' 1 B / 1 464/45, TW _ 421 .29 1 I i aW BUILDING 07 4d0.84' aso.7s' W / ° 1 (3) 6" RISERS 1 p--7 TYPEB 1 I e. ME I 1 - TC TC •FFE=464.95' " 464.91' 464.26.° 4 4.22' ' N u / N v ic A e 46�32 1 ¢ o ic 463. 5' 464.11 1 / ' w ;- 461.45' LL / Ib b _ .R12 l ao 463.6wo 8' TC TC 1 / w L cn / TC . a _ 463.96' 464.04'1 7rESAN ' d U C9 O 450.6%' / ` ° b p�� 462.89' a . ; ° \ - _ 463.' 5F a N o n°ii H I-FFE=451.00' / 'FFE=461.67' / �" CL 451.00, 41.67' °_ ° b / / 1 - 46 / /' Om v �§ Ib°°ry� , �/ / 3 PVMT 1 O ' x N SWK 463.101 TC 1 a; w ./ f' 463.46' O 46158 455 / / 1 f. � . iS / 1 463.57' BVMT PVMT n PVMT I ' I ° . / U)U j O d L9 N ♦ -� a AA C 463.48, W Y ° 462.28' T 1 236 1 v M a VI h In I I I I / / b�0 ? / / 1 f °.Ze \ TC 461. 1 in W y SWK /�� W 463.0 J �' W 461.47'� PVMT f n :. / e° 1 234 .ib f- ao - °o w 2 a 2 T 4d1.11'fff l� 4 /TC - ° ° / ° ° - ° I / - <- - . .. .ems. 2 W O W aso.�O rc T 235 --________ 61.43' 462.24' - Z C e `' ' ui O W O TC \ - / 4 .31' 463 0T ' TC a Qr U O U 461.42' f 1467 \ °< - 6a. 463.34' / 0 BUILDING 05 212 \ I a asase' o BUILDING 02 �' TYPE C TC I / / ? vt 462.1, I - TC O OOO 461.37' - I TC° I - TC / x / 461.28' -_; ' 46165' / TC/ ,Tc ` _ TYPE B N N N I , I ° ,462. 6' 463.04' ° . ww O O O SWK r / < _ , 6 w NNN 450.82' \ I / ' -470� a< _ / oo / - U Q h 0 451.00' I O / , W� 461.66' / O O ti GRAVEL I 1 / -a r1 W / U)/ W W DATE D APHRAGM Z I 1 - I / z / ' U) > I w 0210712022 w !FFE=465.03' (q Or w DRAWN BY 1-14E ROOF LEADER \ \ \ °j / ' R. VAN NIEKER �ONNECTIO14AT ' I / I MINIMUM 1%SLOPE. \ ` ° \\ °.. 1 /1 /' / /' F SEDIMENT / I I - • I BW \ TW / _.: / / ° .:< • DESIGNED BY i asl.00' i 6 i i ° / , / • J. DENKO 1 1 c I FOREBAY GABION I 1 I 461.67' 1 \ " 8" HDPE ROOF LEADER ' 1 I WALL ELEV. = 446.0' I " J" ' 1 8" HDPE ROOF LEADER • I \ \ CONNECTION AT, M 464.96' CHECKED BY MINIMUM 1 /o SLOPH. 1 ° I CONNECTION AT o < / I 1 1 09 ° " MINIMUM 1%SLOPE. / 1 _ __________________J_ / :° / , ,-. 1 1 - • C. KOTARSKI ______ I I ! 1 I ) 1 \\ 1 (1) 6" RISER TC /Z / • SCALE 450 46 ; ` �\\ ,a_n; < �\A68\ /// °< i ; M461.71' // // /e • 1"=20' 461.95' _ _ 461.95 \ 1 I 1 1 1 I 1 1 SWK N \ \ _ ; / ,/ / .° / e ° 448.95'.- I \4BOk 449Z cg / 460.1T \ ` e 60 ` - _ _ ' ' ; - /PVMT P My TC . \. SWK 1° 461.05' 4 1./30' / /11 I I �' 1 \ \ 1 - �4sa8s - BUILDI�IGfl3 _ a sT V / / 1 1 \ .e c - / / / _ \ i� ' 1 464 TYPE B TC i RETENTION 1A " ram. / I LEVEL 2 1 \ \ " ���_�������� - 1 FFE=462.00' I I I \ \ FFE=449.50' \ FFE=460.17' c - - _ _ _ _ 1 _ - - - - - - - - PVMT 1 I I \ SWK \ _ 460.98' °- / 48 1.48"� 4/MI, PERFORATE \ 1 \ 449.50' \ aso.1 1 :' -.�-1 I 1 � 1 ('2j6'=RJSERs UNDJERDRAI - I 1 250 °: - 1 / / / I I I I / \ \ ♦♦ \ \ 1 - -460 -__ 1 462.00' 00 _� - - - - - 461.05' Z / _ - -458- �1�^ Z\ \ " 459.86' > L.1. BUILDING 04 W PVMT " - ------ - -- - - -- ° � ° .� > W - - - ° PVMT 1 TC - ¢ f I'1 TYPE C-459-3SL 459.45' 1 460.25� - TC ,. - 1-' J lJ olf fiC ° ; - i 232 TC _ _ _ -CC° <°I H� Q PVMT 460.10' ° _ - - _ - _ - _ a 460. 1'� ' 231 , as1-4z' < - - - - 230 O w z_ -459.3& - _ - '1 ED Q - _ _ _ _ -y ° 460.03 <. _ _ _ .° _ = T ° _ \ _ LLB � LL SWK ° �. PVMT '° ° - ° . <. ° - a. °) . n _ 2- -swr, . ° P T 461. - -SWK a b- . \ c °. -_ - _ _ _ - e - 460.2T 459.--".46.1.33' < _ °° \. SWK - - _ _ _ _ _ _ _ _ 459.80'' ° PVMT TC _ _ _ _ _ PVM - O 06 449.33' _ _ < - 459.2T- 4 9.99' TIC 4 0.0TICO W 452- 4 0.11'7460.T18� ' 460.47 \ T� \�4 Z (Il6) Z 460.t6' � °.. TC- _ _ _ /'' �vJ449.50' 4 9.95' - _ _ - - z1 \ \ � Z TC _ TC �6°O TC \ \ U 459.8' - 452__-_- -- _ 46 \ 1. 8' \ \ \ \TC 450 - TC C 459.98' / / TC \ \ \\ Q ' 460.64' TC \ 0 8"W 8"W 8p1W _ 8' N 8 \ \ - - - " 5 4 I � 460.03' \ \ "----------- 1 Sg_ \ \\ SHEET E T C5.0 HEET C5.1__�- I SCALE 1"=20' i 8" HDPE ROOF LEADER r 4 - - _ ---- CONNECTION \ \ \ AT j _ TC - \ \ TC 459.39' _ _ SAN - SAN -SAN SAN \ / 0 20' 40' - MINIMUM 1% SLOPE. 1 459.00' 448_ 459:42' \ \ \ \ 1 Cp \ \ _ - TC _ too 0 BW TW ° - . a . w Al IV\ - - - 44922�� - 45---- „-------- - 44 - e _ TC . � -� -459.03' 4 nil SHEET C. SHEET `J - \ TWBW -B ° - r - \ - 48.44 - - - 53.43' - - 442- _ < D - - TC 460. 1' \ \ \ 228 8.61' 459 _ 12 FREE STANDING 4 \ 222 458 - - - \ GARAGES cp _ _ 457 \ 248 - 206 - - - - - - 456 455 / \ \ SHEET 5.5 HEET C5.4 454 453 N77° 451 JOB NO. 3541 - - - - - - _ _ - - - �� o� 450 449 448 \ 46883 5T\�G Ob �� 1•\� _ 1. 1. 1. 1. 1. 1. 1• - - - - 447 446 445 SHEET NO. 4?• S I - _ATCHLIN�EE SHEET C5.5' 444 \ \ KEY MAP / 2 \ - - - - - - - - - 4 - - - _ 204 / / \ \ \ 443 44Y� CiJr.2 TC 459.47' \ \ - / \ a ._ c N E? a m fe L 1 a> 1 1 I / • j SHEET C5.0 SHEET C5.1-_�- _ TC MATCHLINE SHEET C5.1 I ` - � � � !•'1` 1. 1. 1:-1�4� � 1. 1• � � - - 1 � � 1• >• 1• � 1• � 1• It It )t l• �' l• l• l• l• ° . � It � 1•I � I � t a 1• �/ • - 1 / ' It 1• t � � - � �� ��p�T H F �/ v / 8" HDPE ROOF LEADER i ° i 8" HDPE ROOF LEADER i Vol NKO CONNECTION AT BUILDING 08 1 1 CONNECTION AT-- BUILDING 09 ' I _ min �• ��1 MINIM ° E. MINIM E. 1 a ' - SHEET C5.2 SHEET TYPE B TYPE B I _ 1 •FFE=468.15' 1 ° 1 1 I A� - - I O 12 22�,��`" 1 470.49' I " e 470.48' •FFE=470.50' 1 I I a: ' 1 I '' d /E•SS10NA� y► 468.06' 47®' ; a / 1 _ _ 1 1 TC ------- - L---------- L--- 1 e:° 1 --(f�� -- �� i---Ij;.§" - _ _, ---L: i ° 468.75' ' 240------- 262 :,- . _ " - - ° °"-,e .. °° - - , • TC TC - _ SWK ° " • .o .°/ �. m ° - °; . " p'. ° ° - ° .�.�_ - °� • .p -° ° t - � _ 0-. -m a e. p 68.STC 4 9.52' 69.86 - I 466.50' .c._ i - 1 1 I 0 ` � 0 TC - _ _ • 468. - - 1 ° 1 e i TC - ° 468.93� TC - - - ° - - I I , EGG _ '� N c 465. 4' _ - 466.88' �C' - - - 466 - TC 4 9.35' I - - < _ _ dII SHEE 5.5 HEET C5.4 a 0 ,468 TC 466.98 - - A6 , - 68.19' / / i \SW 68\86' \°c ° - - I 1 I I o' 7° M 6.23' TC 7 i �<TC I N I ' v'S 7' 4" w - ' 466. 7 - i - I F- w 3 \ TC 4 .14' II _� . _ > T TC 7 // \\ TC 468.60' TC °ss q52' I TC , 44' 35 �o ¢ LL i 3 468.0� 260 ,� I 464.1 Q I a o 466.11' - TC T I 4 468.58' TC . I ow O ' SA 46S -SAN _ - , I 466 _ SAN I SAN .SI{N / \ 46V 99' MT 468.35' 468.2 468 TC TC co_0 TC aa' r _ I T I .?, \ 6�Q� I U ui Z i - - - - zzi 4689W -b 8"�, st6 W } J .• �� 8 W yell I Ay MAP s�2o s�� w ; o a, O Z Q Z I I a ` O� O �- I SCALE 1"=20' z F a u ' PVMT PVMT _ - _ _ - - - - �65 TC TC TC PVMT - PVMT \ \ >yPP�7V73g TC TC 468.40' - - - PON g � w 464.45' 464.63' 966'62' - 466:60� 466.73' TC 4 467.81' ^ T _ 0 20' 40' ai O TC 465.54' W�^7 i - Q ' n3 n3 TC 5.42' TC ' 462 n3 M \ TC a TC f \ `L g _ 46 7' m PVMT 465.48' i PVMT S 467.57' 4.34' - - • - - ' U m O - - - - 466.3T 467.7 ' \J .� o 0' dS 64.23' 238 i TC \ TC _� n, > P MT P MT VMT P MT 48 a: .10' w d 46 .2 " 46 .32' - - - - - - - 4 6.36 46 .44' - o_ v ti Z °� w \n W \n TC 467.15' \ � ,O � w a a e a' /� ~ 'SWK `° a Y c- - .� °- g p' ` -a 5' ° <. e a - 467.44' \ W O W �1-�- a -o- a a < K------------- - --- -�- 1 - / ♦ 1--467.5T SWK-- - 466.89' 1 ♦ 1 -\ - o L O W O 464.49' / \ - e" 1 ------ 258 I - I y O . ` c 467.20' 467.24' ; _ <. - ---- -\ - i O O= Z 2 •FFE-467.40' • - v, N N N 1 c \ I - y w 0 0 0 U \ 1 -' - \ \ I I Q h�z w / - a - •FFE=467.25' \ _ � �. i I Oz / BUILDING 02 1 46 -_ 0 oDATE z 1 c Z ,- TYPE B 'a, ° - - _ •FFE=467.40' \ • - 65.56' > I ? 0210712022 BUILDING 01 o ~ •FFE=465.03' 282 TYPE B DRAWN BY g R. VAN NIEKER 8" HDPE ROOF LEADER 1 e TOWNHOME B ' CONNECTION AT 8" HDPE ROOF CONNECTION LEADER (6) TOWNHOMES = I DESIGNED BY MINIMUM 1% SLOPE. CONNECTION AT 1 MINIMUM 1%SLOPE. a (3 STORY) I I • J. DENKO I - - 11 ME 464.9T c 67.19' 467.21' --� - •FFE=466.40' I : - ' 1 I I I • CHECKED BY C. KOTARSK ° 1 I 1 I • • - -- - -- a I I I I r \ •FFE=466.40' 0 - SCALE 04 p6 - L. N I _ I I � In=20' \ - 1 e. I - 458'•FFE=465.40' \ \ I \ • - - \\ 466 1 1 a \ Z 1 1 - \. (k •02 FFE=465.40'III Kil 1 I • \ \\ n ................. i WORKOUT Lai FACILITY -f POOL T6 \ \ ° 1 464.39' 464.25' 256 ° 1 1 POOL II i 8" HDPE ROOF LEADEPLUBHOUSE + a. / a. aW 5' \ CL CONNECTION AT E=466.20' � o � ,� � � I Q 1 1 MINIMUM 1% SLOPE. j I ``� \- > w d MAILLu 1 < 1 \ 1 \ KIOSK 244 \ I I ~ z TC 2s� \- I O w '1--------------------L °-- `-- tea-' SWK 1 4 3.74' ° 243 .-------- ---------- ------------'a' -CWK 465.48' LL d ° 'SWKo SWKa .e _aa.,- -u <°. _ -\ °. a .° _ a .� _ a - - . t e .a c I / A6,� W e _ 464.4T -e _4�'i4.61' a °_ <. 'a e' y ° II P MT PVM TC PVMT TC / - TC 46 .91' PVMT 4 466.00' 65.31' > \ \ _�.. ° �� Z rn 464. 5' TC 464.0 Q 465.00 SWK 11 Z ._' °' e.p .. 46 V <- TC 0D \ ° - \462.42'I 6TC II 463.12' \ 46 e i ° - \ I I� u Z ` TC / \ \ 463.74' I I 266 \ U Q PV PVMT PVMT PVMT \ Q 463.11' 463.38' 464.49� 464.26' 254 TC \ -8" 8"W W 8„W 8„W „W 8"W ° \ 462.11, �� \ 462 SAN 463 SAN 46 . SAN - 4� \ A N \ \ I \\ /3.25' \ G III - _ 5' CURB CUT � � TC � - ._ ..---------------------------- \ \ _ _ 463.66' b \ \ \ 22600 TC 456• SUV 55,+:. 462 I `�' I TC - TC \ 227 464.09' 463.00' 461.4 \ ' I 252 VDOT GUARDRAIL (GR-2) 2j7 /461 49 461 91 Tc 274 1 463 1 461 462 460 T OJ37 457 458 459 251 \ 213 �464 1 ♦�• -S- 276 454 455 zjt 224 T P 453 / 2 � • \ 46 - I i E 451 452Z/ JOB N0. 449-447 • - - I 46883 _ 448 - 272 / - I ' 445 446 ON m m m m m )♦( 45b. 9' 4 K m m m m m9.13 m)♦ )♦ SHEET N0. yyy \ MATCHLINE SHEET C5.4 PVM TC 4fi0.10' ' I - \ , C5.3 58.74'45970 4/ - \ a c EL a m fe 0 0 s 3 a aX o ncD Pz vZ a0 o c c� m v, a0 O w U Z zN Od 2 a F- m `0� o a m m .Z Y � N X C m o .L.. 2 P c c E 0 m 06 a c ma 0 a �oN M U C m 0 c 0 m s. E h w F- E L F- :\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-05.0-GRAD.dv✓g I Plotted on 10/13/2022 3:45 PM I by Jessica Danko \ D I A 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I II I 1 I I I i I I II I �I I I I I i I I I I I I II II II i I II � 11 1 I 1 11 1 1 1 I 1 I 1 11 1 It 1 1 I , 11 1 1 I 1 11 I II 11 11111 I 1, 11 1, ', I 11 I 1 1 1 I I 1 1 I 11 1 1 I 11 1 ' 1 1 I 11 11 ,. I 1 I\ 11 11 I 11 11 I I I I I \\\ \\\ \ l \ \ O \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \ \\ \\ o (A \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I r\ m A- m m m 0 / 1 5 1 m �m \< ' r I 1N. If L \ I / / Moll ATCH IN HET C5.5 I I ' / �/ / I I ` \w \ \\ \ \\ \ N. I it \ ` r /I .A I I I I I 1 I \ I I I I A I II I II II 11 11 \ \\ If I I II I II I ➢1 / I I I/I /, / / , / / � / tJ II I ) I p I ( \\ a 0 I �I II\\ \ (A\ \ \ l i l 1 I // \ I I I 1 I I I I I II II I o O I I \ AN lop S w� 1 1 co I I O ITi co, I Op �O -1 �^ I U Cl) \ Aj I \ \ \ \ \ \ \ \ r •0 C5 ,��'\` N \ \ \ \ \ ' \ \ \ \ \ l \ \ \ \ \ \ \ \ �',0 \ \\ N C \ ti'0 \ \\ a \ btiq O/ / q / C 4' q TIMMONS GROUP .•-':'•. x •p n m 0)O � I � � �0 Wo RIO POINT COUNTY OF ALBEMARLE, VA GRADING & DRAINAGE PLAN THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com I �Na �p U m Z V M Z m z z N m NJ m O O O ti A DATE REVISION DESCRIPTION 10512022 COUNTY COMMENTS ISP 11312022 DESIGN DEVELOPMENT 11212022 COUNTY COMMENTS FSP & WPO 1 / / 1 I /It I I I I I I I I I I I I i 1 I I I I I I I I I I I I 1 I I I I I 'I I I I I I I I I I 1 I I I 1 I I I 1 I I I I I I I I I I I I I 1 1 I 1 1 I I 1 I 1 I 1 1 I 11 I m / p a 1 kk 1XXXXIN11 i1 11 II II 11 11 11 11 11 11 11 11 11 11 ,h These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express w itten consent of TIMMONS GROUP. S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-05.0-GRAD.dwg I Plotted on 10/13/2022 3:45 PM I by Jessica Danko These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express w itten consent of TIMMONS GROUP. J TO BE 50'LANDSCAPE NER tNPRN�Y o II II II II \ u VARIABLE WIDTH PUBLIC SWM FACILITY EASEMENT- ��_ �.••..-: - -•:••..-•:•♦..-•.••..-III 1 _ .r,5,-= `_- C_-_��_-C►pagglpt O p o o /° 0 p o 0 0 i, \ 20' PRIVATE 0 p 0 0 / o 'sue \ _ _ UTILITY EASEMENT O 0 0 0 0 o ° 0 0 0 / 0 o ° o _ 0 0 o ° ° °. 0 0 / o �� 0 �`\ 20' PUBLIC DRAINAGE - ___ _- _ ° ° ° /O EASEMENT J O 0 O 0 '\ -__- 0 0 0 o : p0 0 - 0 \ 38' PUBLIC DRAINAGE.-, 0 / Oo O 0 \ \ EASEMENT o _ ° - 0 0 _ 0 0 \ 0 0 ° o 0 0 O _ o o / 0 O O 0 _. o o o o ww� E 87623� 0 0 0 / o o °-- p O° 0 0° `\ /� / �'0� _ _ _ -� 20' PRIVATE UTILITY O / i / iFO ' ' - - TM 61-167A ° ° ° a+ ' O� _ -_ - - - - - - 2B- RIOCOMMONS LLC EASEMENT 0 p ° O — — — _ — — _ — ' '� _ — _ — DB. 5085 PG. 669 O ° — _ _ _ — — _ '� �_ — USE: RESIDENTIAL p ° ° 0 00°° 3�==-��-`----- -- —���� g4.34 _ 7.108gc / o -� - _ 0- - _ _ - N5 4409°Ei 20' PUBLIC STORMWATER 0 0 / ° o ° o '/ ��- -- _ - 4�. FACILITY ACCESS EASEMENT ° 0 - ° % '' 4l _- Z _ - _ - - '�2�� 20' ACSA SANITARY O O° o O o ° _ - - - _ A2� ' SEWER EASEMENT / O o O / i/ / i i 60 , 0 0 ° o o �'/ / �' `-p w /- 0 0 0 / / / / / C& 0 0 / / / 70/ / O 0 0 / / / /, A(BORFSCHOOL INC. O O o &4202'PGA53 O O p ,/ / / / // / / / E.--LE NTARY SCHOOL ° o ° o° o 000 / // J8�7ZSw 166. 3125� 0 o spo�,W 120.00' 28' O 0 3°55,51 6� `ems A/1/� 23s`'a , ° ° S5 "� °262 . g2 . S56°54-1 oN NT J ° ° O i �31 2�00 wD '26 0 ° o o s rnp0 531��0 \\ F oNo 1/0 0 0 0 n �• \ \ OHN WARNER \\ PHWY III VARIABLE WIDTH PUBLIC SWM FACILITY EASEMENT TM 61-167A RIO COMMONS LLC DB. 5085 PG. 669 USE: RESIDENTIAL 7.108AC J \ \NX - \ \\ \\% SCALE 1 "=60' \\ \\ 0 60' 120' 20' PUBLIC DRAINAGE EASEMENT 20' PUBLIC DRAINAGE EASEMENT 9' ' ,'!1� - Y -20' PUBLIC STORMWATER FACILITY ACCESS EASEMENT NOTES: _- 1. VDOT WILL ONLY MAINTAIN WITHIN THE DRAINAGE EXASEMENTS TO THE EXTENT _- NECESSARY TO PROTECT THE ROAD LEGEND El- ACSA SANITARY SEWER EASEME�MT� ACSA WATER EASEMENT , PRIVATE UTILITY EASEMENT / PUBLIC DRAINAGE EASEMENT PUBLIC STORMWATER FACILITY ACCESS EASEMENT ® STORMWATER FACILITY EASEMENT �I ElPRIVATE SITE ACCESS EASEMENT l JESM�tt� & D//E2pNKO ,10-12-22, M E O 0 U N N c > E w ° E Lu LL 3 LL K O L M Q J U W > d N N N 0 X gw�- oa =� U)= N N = U > � Lri H Q o� N v M W J � H w Q DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1 "=60' Z z -i H� olf a- O < m Q Z Lu O LL W FBI z (n O W JOB NO. 46883 SHEET NO. C7.10 fe 0 w 0 3 0: a 0 o IY n0 �N 00 a 02 c m -6 c� m h a0 0 d Ir (D W.� Z m O w �v `0� o a N c .Z Y N X C 0 o ° �0 0 E 6� 0� a c ma !0 a 0 o � U M h 0 c 0 0.E h w E L a� o��6p �1 H 1p sec a 4 'a 0 204: 30" Basin -Circular Grate 206: 24 inch Rectangular o N o STA 14+47.56 Structure pENKO co � � N CN N L i TOP 440.11 STA 14+96.90 o O v M o c(o N INV IN 433.00 (247) TOP 458.47 N m 6 M O INV IN 433.00 (205) INV IN 450.60 (207) ty `cc o+ = o M INV OUT 428.30 (203) INV IN 450.60 (221) A,p I O- 2-22 D ui w Paz 2�vZz O p G1 c. - O o Q a _ N ¢ a - - INV OUT 440.90 (205) �F ((�� y U) U N O N V C14ON Cl)� Z C\j U) Z ION IL m rn 222: DI-3C 6 ft Throat 460 460 i o o STA 10+51.21 N L) o a C5 6 TOP 459.04 a M o N o+ v z z INV OUT 454.43 (221) M E O _ _ O 0_ O N O H O i i i N vi EO M � N � 0 465 N � F z z z 465 > E m N W m C LO N N � � T . C'J ~ x a+ W ��Z C) Z O � .U. v 3 oQ0> NF0>> aLL R: O U. UOZ OU) Z QOUib Z 430 430 w .J. - vi O NN a v V W W M R zH,, d' 30'x �i w � Q W � 0 C N Z Q 2U V O a o N j dS a 01 ti 2LLLCI 1100 A W JLU 95% z COMPACTION Ui O wo O REQUIRED o � z UOOU x F 0 W o00 POND DRAIN. TO w F g BE PLUGGED = a p UNLESS POND IS ¢ h o BEING DRAINED z ". 0 n DATE 0210712022 0 r DRAWN BY R. VAN NIEKER • DESIGNED BY • J. DENKO 9+50 10+00 11+00 12+00 9+50 10+00 11+00 CHECKED BY STR 100 - STR 102 STR 206 TO STR 222 PROFILE • C. KOTARSKI HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 • SCALE • 1 " = 50' O� o rn N o N o m y 2 � V 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+75 Lcc STR 200 TO STR 206 PROFILE ((D 7 c- ^ y� to 00 . LL7 N N L0 214: DI-3B 6 ft Throat `"• o `U') o 220: DI-3B 6 ft Throat HORIZ SCALE: 1"=50' m N V m V M V NO(O m u� °_? (a o n H c2 °i STA 20+26.77 m u4 u� m STA 24+47.46 M+ 6 F + y r + VERT SCALE: 1"=5 p��Z ncrvz p onto TOP 460.60 pN�z =O m TOP 467.99 66Qa- ,FIL > NFL>> INV IN456.03(215) �OH0Oj� pNaz=O INV OUT463.63(219) 470 NU�z NU) ? NU)Hz? INV OUT 455.07 (213) NcoHzZ 66aa>> 4700 5 Q w zw� J 0~01f [Z � O o O m 0 50 Q PROFILE SCALE w O O O= NOTES: • INLET SHAPING (IS-1) IS SPECIFIED FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE SPECIFIED FOR STRUCTURES TALLER THAN 12-FEET • WHERE PIPES AND STRUCTURES ARE PROPOSED IN FILL SECTIONS - 95% COMPACTION IS REQUIRED O v v 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 STR 208 TO STR 220 PROFILE J0BN0� 46883 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 SHEET N0. C8.0 PROPOSED GRADE 425 425 / 420 420 G DE 415 415 / 410 410 101 �5' 128.69' F 103 48" RC 45.1 ' OF SANI ARY � 1.00 /0 6" H PE CRO ING J @ 4. 1 % 405 405 PROPO ED 460 GRADE 460 5' 455 455 �1 450 450 EXISTING GRADE 445 445 / SANITARY / CROSSING 440 SL-1 440 435 435 h v v 455 455 COMPACTION REQUIRE I- 450 �i 4 47.25' OF / 24" HOPE @ 1.00% \ EXISTING / \ GRADE / 445 \ 445 COMPACTION COMPACTION / \ REQUIRED / � PROPOSED 440 � GRADE 440 \ / SL-1 \ 0 435 � � \ p0 P �.cO• 435 \\ / SANITARY / CRO SING \ / 430 430 425 SL-1 425 203 3 �; HpPE 420 420 _ OfO�. OQ °\o 415 415 410 410 R 7 tl R V M M M M M R Q h V 7 7 7 V h h V V 7 V V R N _ _ EXISTI G � G E _ 3.1' MIN. 465 95°k 465 / i \ PROPOSED COMPACTIO � 950� GRADE REQUIRED � COMPACTION \ 3.5' � _ 21 5 - 111 REQUIRED \ MIN. / / 203.4 ' OF 460 3" WATER \ 460 / CROSSING 1'5 _ � 1.44°k / CROSSING 6" WATER 2'3 pF pPa CROSSING 23' 2� ° 455 2.4' u25,N .03 455 1.s' pE / �- 213 g°b 1.12' OF 211 8" HOPE / 134.67' OF 0.80% 0 ' OF 24" HOPE 450 47.25' OF 24' HDPE (� 0.50% 24" HOPE / � 1.00% @ 1.00% 445 / 445 440 440 M ^ h h M h O ^ M CO °O O M �D O M v � co co co co co h h h h h co co co co co co co 7 7 R rF 7 R 7 7 V V 7 V 7 7 7 C V 7 C L F- a:�wawoaarvve(set_rruperrywvw�aneeow�noaaa-ius-�a.u-rrc�r_a �rcm.awg rwaec on iuriarz a:au rm oy Jessicauenxo m X rr CID r u co + Ch O N + 0 0 m0 N CQ DD r r m M ncn�n L+ 0 N N W W A A (n ICn O Ch O fT O fT O fT O Ch O 447.2 -' 22 \ e 0 451.7 on, y� 600'F G)-0 a 0 X> DTmN I 00 M m0 452.3 z�X- z O M m 2 30' a OR �76y0A� e KmAv z0rn 00% 0 O M >l7Z-n 452.7 A 0 10 ao :-4(A � -1 am� Cc X0ch m O ao EZ-0 0 z � � M m p0 450.3 D G) < V TO 451.1 A cn A o A cNi, A o A ci, A o A cAi, O A (n N 0 0 w 0 0 A 0 O + O O co + 0 0 N O + O O 4503 A AA A A Ch O O Ch ems- V_ \ 451.1 OX N !0> 0 @ - 0o D CD .i1 p 0chpv(p �mO ' zj t7 453.5 C N 0 < G It M -n CID m G) \ (n ;o �O p - 454.9 c) D m ((o n (n ^? O D \ 2 M X >� 460.2 O \ ZiM Z G) \ 465.0 N A O \ N pow ID =m0 4678 0 --1 mz G7 0 469.9 z z _ J / as / 469.0 D D+ / \M- L. 466.4 0 9OCO m / 0; / z O 464.0 1\ Lr 4 Zoe / 461.6 o.0 461.0 461.E Cr U°D Iw No � am 462.9 0 (n Cn D 463.3 z A A A VAi (Ah m m v O Ch O Ch O Ch O • • • Z O ��DD�„��cncncncnzm mm-=M r-m-nXmrcn mm>� 0 MinMcinM �nZmm-Im;7,,���,w z= m r= 0 O D m<zmcpr-z0DDDW0z iMM-*>,°cn �� 0 j __I -n l" W D " __I -n �r r(n G)o_�mz�mc" WMXL r, D0zn=m��> ��mm�p cm Mmm70 m m Cl) 0 228: DI-313 6 ft Throat r" STA 12+08.41 TOP 460.99 INV IN 450.83 (229) INV OUT 450.73 (227) 230: 24" Basin - Circular Grate STA 12+86.48 TOP 461.54 INV IN 451.56 (231) INV OUT 451.22 (229) 232: DI-313 6 ft Throat STA 13+62.02 TOP 460.33 INV IN 452.78 (233) INV OUT 452.32 (231) 234: DI-3B 6 It Throat STA 15+61.37 TOP 462.38 INV IN 453.88 (235) INV OUT 453.78 (233) 236: DI-3B 6 ft Throat STA 16+34.46 TOP 463.44 INV IN 455.86 (237) INV OUT 454.89 (235) 238: DI-3B 6 ft Throat STA 18+11.66 TOP 465.69 INV IN 460.61 (239) INV OUT 460.51 (237) 240: DI-313 6 ft Throat STA 19+84.83 TOP 468.84 INV OUT 464.17 (239) A v CT N + 0 CIO co 0 NO < O m0 A N D D r r Mm N U1 + 0) O O r m + O O + 0 O 4 0 0 co + 0 0 Z < Z Z O < < m ? Z Z M T A A A 0 O D N O CD V m O N O A W CD CD CD CDN W 2 (0D0 N 0 O 0 224: 111 STA 10+44.00 TOP 450.25 U) INV IN 437.65 (225) -� INV IN 437.65 (251) INV OUT 430.11 (223) N 0') + 0 126: DI-3B 4 ft Throat -I 0 >TA 11+16.04 = m O -OP 462.13 z � N VV IN 449.28 (227) (n VV IN 452.69 (241) Cn CQ n VV OUT 449.18 (225) P P rum -t N li Ir 0 00 -TU N 228: 16 ft Throat N + o STA 12+08.41 O TOP 460.99 INV IN 450.83 (229) 71 A INV OUT 450.73 (227) r s m w 0 0 + 0 A W W T W cT O Cn O Cn 452.7 0 A A OmD t7Oo N N� 0=m D0 455.4 3p > o z a On 0 0 D om, Oo 0 O z $ (� co A 0 D lw G) O Tcno 456.2 m a G) O a I 457.0 I @(' OD N D A 0 ° � Xno 0- CD aml� mO o 03� mz cm G) m c) 458.0 O I z lo0 po 458.9 c 0Fill o c(i, o cot, 226: DI-3B 4 ft Throat STA 10+00.00 TOP 462.13 INV IN 449.28 (227) INV IN 452.69 (241) INV OUT 449.18 (225) 242: 30" Basin - Circular Grate STA 10+72.47 TOP 464.42 INV IN 457.77 (243) INV OUT 456.10 (241) 244: 18" Basin - Circular Grate STA 11+16.11 TOP 464.44 INV IN 458.75 (245) INV OUT 458.65 (243) 246: 30" Basin - Circular Grate STA 12+12.76 TOP 465.21 INV IN 459.82 (283) INV OUT 459.72 (245) 282: 30" Basin - Circular Grate STA 12+55.61 TOP 464.98 INV OUT 460.46 (283) rr. A A A A A A A A O CWSr O Ch O Ch O Ch O G) D-� 7 p omAN O O �mmo 77 0m Domm7AI ��3 NM0 0Z0M m?O z0o_� m > 0 Z -n e ?O O m X V (n W \ ^ V 11) 01 = I n co ��p mT I DD nD @ cq w� t'n T7 z (1) - (ny Z {Cn G) Qa N Ch I G) Z �7 0-00 G)rn'n c D I m ifl e 1 �(3=u .N 1 I � = 0-00 aM-n I I N � C r(n 1 y < j (31 (D I OT z G) a 0 I ti N N O (,p = 4 �m0 \J io �=oorn .oAop w o m0 @ oz.n 0) 1 tj TI C"0gC71 m O a, W W A A (A7r (n 0A7 0A1 O Ch O CA O 0 O Ch TIMMONS GROUP .•-':'•. THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com J 0 224: 111 STA 10+00.00 TOP 450.25 INV IN 437.65 (225) INV IN 437.65 (251) INV OUT 430.11 (223) Ch Z N O << N � Z Z p A A A D W Ch Ch;0 0 W A'0� O W O A + j -4 0) A 0 I 254: 24" Basin - Circular Grate STA 11+62.22 TOP 464.40 INV IN 453.06 (255) INV OUT 452.96 (253) 256: DI-3B 6 ft Throat STA 12+64.54 TOP 464.03 INV IN 454.28 (257) INV IN 456.21 (267) INV OUT 453.88 (255) 258: DI-313 4 ft Throat STA 14+18.96 TOP 466.66 INV IN 456.64 (259) INV OUT 456.54 (257) z N C - p �z Cnw A A 0 W 00oa(0O5 O O V N CA 0) (0 " 0) I --------------- z <<0DN 0Z.11 CA G1 1 (n + A 00 CD 0000CrI 0 y. O O 7 N W =� 0� Z3 v N (D 264: DI-313 6 ft Throat STA 16+84.02 TOP 466.20 INV IN 459.56 (265) INV OUT 459.56 (263) 266: DI-313 6 ft Throat STA 17+60.77 TOP 465.26 INV OUT 459.95 (265) J I K) K) r m o RI O POINT Z o COUNTY OF ALBEMARLE, VA o Uj STORM PROFILES These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express wdften consent of TIMMONS GROUP. �N a U >\ m Z p n O c it V11 � m m0 Z Mr!z Z ry m 0 N 0 < o < m < ti A DATE REVISION DESCRIPTION 10512022 COUNTY COMMENTS ISP 11312022 DESIGN DEVELOPMENT 11212022 COUNTY COMMENTS FSP & WPO 204: 30" Basin - Circular Grate STA 10+00.00 TOP 440.11 INV IN 433.00 (247) INV IN 433.00 (205) INV OUT 428.30 (203) 460 248: 18" Basin - Circular Grate STA 11+42.53 TOP 446.51 INV IN 440.29 (249) INV OUT 440.19 (247) 250: 12" Basin - Circular Grate STA 12+67.85 TOP 445.25 INV OUT 440.92 (249) 460 455 455 EXISTING 95% GRADE / C MPACTION / REQUIRED 450 450 PROPOSED / GRADE / 445 445 440 / 440 / 2.9' 12 .32' OF pQ°�O 15' HDPE 0.50% 435 OF 435 / 1Q - 2b� CROSSING 430 1 430 SL-1 425 425 9+50 450 10+00 a d U ^ o o r- w O o 0 on"' + w F4z o Q o- > o Iz-UOz 11+00 12+00 STR 204 - STR 250 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 800: ES-1 for 18 inch Pipe STA 10+07.93 TOP 447.42 INV IN 445.50 (801) 475 702: 24" Basin - Circular Grate STA 10+28.66 TOP 445.50 INV OUT 440.67 (701) 450 PROPOSED GRADE 445 1 445 EXISTING GRADE 440 �/ 440 TT OF 28660 V, 15 A C� 435 435 430 430 425 425 455 902: DI-1 STA 10+38.39 TOP 445.42 _ INV IN 432.74 (EX903) o INV OUT 432.74 (EX901) x w 455 O � 0 00 N N EX904: REP + STA 10+53. 0 Q a ? TOP 446.72 x F O > INV OUT 43 450 w U) ~ Z 450 EXISTING PROPOSED GRADE GRADE 445 445 440 440 435 1 1 435 430 430 EX9 1 15.12' OF 38.39' F 24" RCP 24" R P @ 1.79% @ 1.80 /o 425 425 N c R h �t V V ACE INLET TOP WITH MH 1 .01 (EX903) 13+00 9+50 10+00 11+00 STR EX900 TO EX904 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 302: 15" Basin - Circular Grate STA 10+95.27 TOP 438.44 INV IN 433.92 (303 (1)) INV IN 433.92 (307) INV OUT 427.69 (301) dRS 802: 24" Basin - Circular Grate STA 10+32.12 TOP 454.84 INV IN 445.89 (807) INV OUT 445.79 (801) 475 470 470 465 465 EXISTING G DE 460 460 / 455 455 PROPOSED GRADE 450 1 450 445 r 445 24.19 OF 18" HDPE @ 1.21% 440 440 b a 9+50 10+00 11+00 9+50 10+00 11+00 STR 700 - STR 702 STR 800 TO STR 802 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 m QM OL m H M UD) M N 0 o �p CD°0 co M + O H o vz O 0( 0Z Z m (7 L 2 O L M U C � m M O M M It N N U,) Z) O o > M U) Z 465 EXISTING / GRADE / 460 / 460 PROPOSED GRADE- 455 Ar 455 / 8" WATER / 1.5'� CROSSIN / 450 450 Og of 6� ago 1� 2 445 445 3.5- BOO QQ�ry1° 440 440 ^b SANITARY CR SSING 435 435 430 430 425 425 h h a a a tl 9+50 10+00 11+00 12+00 STR 302 TO STR 312 PROFILE (1) HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 m 2 _ r m M ^ M V LO r H `04 °D NCl) H O MCI .. Cl) °0 u) m N v 274: DI-3C 6 ft Throat m v M O `O � to M+N't a M�p�� F STA 12+18.37 MCD cli o�vzz o"vz TOP462.01 p�a0 0 H O» > H O» INV IN 457.28 (275) M r- 0 > 465 N m H ? ? ? N U) ? ? INV OUT 455.64 (273) N U Z 465 PROPOSED GRADE 460 460 EXISTING i GRADE/ 275 (I 43� 16 F 455 - - - 1.3' H PE 455 273 @ 1. 5 ° 30 OF :771.3 r 150 15" H PE @1 37010 271 6" 450 WATER 1 450 15" HDP CROSSING @ 1.03° 8„ SANITARY SEWER 445 CROSSING 445 440 440 �D h O of V R R R V R R R 9+50 10+00 11+00 12+00 STR 252 TO STR 276 PROFILE U ^ L o U o a0 wrn yO�M u7 mo°D0 +�,� NIt ��z O 00U)iz z 465 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 13+00 m m L O Lm U _ O = U W 808: 15" Basin - Circular Grate STA 12+13.28 N O r a TOP 450.59 m Lo " v INV IN 447.06 (809) v N'n Z) INV OUT 446.96 (807) N d O 465 c) EXISTING 460 GRADE 460 \ \ PROPOSED 455 455 \ \ MI 450 \ 450 OF 807 3.5' 1y vo 445 431°�° 445 15" HDP @ 0.50° SANITAR 440 CROSSIN 440 435 435 M W O O b b Ln v a V V V R R R 9+50 10+00 11+00 12+00 13+00 13+50 STR 802 TO STR 810 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 m n U,)r` r N L u7 CD H VVCO s oM (O MN N u7 M N 0. ZzO 475 C j U) z z m � m O N L H M x O Ur 00 LO 00,t M V M + N �- 0' �O o- NI~a0Z 475 470 470 PROPOSED GRADE EXISTING 465 GRADE 465 460 460 I _ r 267 455 4.60' OF 455 5" HDP @ 1.06% SL-1 450 1 450 445 445 R h O R R CF 9+50 10+00 11+00 12+00 STR 256 TO STR 268 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 NOTES'. • INLET SHAPING (IS-1) IS SPECIFIED FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE SPECIFIED FOR STRUCTURES TALLER THAN 12-FEET • WHERE PIPES AND STRUCTURES ARE PROPOSED IN FILL SECTIONS - 95% COMPACTION IS REQUIRED PROFILE SCALE JESM DENKO Uc, No. 57291 ,10-12-22, ME 0 N OV N ¢ o > E W N E Z LU a`Z R: U. o U. (ifO L M Q J U M W J -N d N N N v Z H Y x 9(6 0 ¢ v = N N = U > M N � M a� m J t7 Z O a_ U U Lu w 0 z O N > LUlun 0 rO^ 8 V U�OU F DATE 0210712022 DRAWN BY VAN NIEK DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1" = 50' w zJ_j H� Q ILL w O Q � O° LL O JOB NO. 46883 SHEET NO. C8.2 L H 11 `/ea 51CA IL pFNKO Uc, No. 57291 .0 10-12-22 FSSION AIL M E 0 0 rn U N � N C > E w °i E 3 a U. o K O L M Q J U W Z w -v O .. �(/1 NN a v V' W W M R Q30'x ((n K I W Q N Z 2 {7 > O a Lri o N > dS LU a ti2Ln m w � � NOTES: w o w • INLET SHAPING (IS-1) IS SPECIFIED o ,LLJ o FOR ALL STRUCTURES o • SAFETY SLABS (SL-1) ARE SPECIFIED FOR STRUCTURES TALLER THAN o 0 0 12-FEET = (�`o NN(V w N N N _m w F \\\ M O M ¢ O h O U MV rn z _ oo� CIS NOO O u! N 0) M N (n DATE m�vri�v > +o z Z ? 02/07/2022 O�O> z O o N ¢ 0_ _ _ r DRAWN BY M in F Z Z C7 a R. VAN NIEKER N M = U) c ^ O M o M `- c) DESIGNED BY 00 vv t o U _ V Op M04 Cl) '�r1 ^ Ui y(q r Np�O M N (flgN a0 V7 ` Cq CO a0 O '(' w U • J. DENKO M °� clico mn N ' O l0 uj O m O V M 7 7 m °D 00 a0 C CO ova 2�� j m+(o'� m+N� LO0(�"��Z Mouoi j m00 • CHECKED BY W .-aZ �� 7Z ((1 Z) r[7N �� ���Z > C)a Itz O m((y 00 �a0> oHOZ z o¢a> o�aOO oFOZ z oFOz z NP to • C. KOTARSKI Cl)V)HZ M(n H_ _ HOZ Z IS o> coU) mU) Z _ e P • • 460 M (n F- - _ 460 465 N ¢ > 465 SCALE • 1 " = 50' • w J Q w 1 w zw� J O L U w m w elf O }O U) W J_ LL CCL G - Cb 0 O 50 E SCALE - JOB NO. 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 12+50 46883 STR 300 TO STR 306 PROFILE STR 302 TO STR 312 PROFILE SHEET NO. HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' C8 3 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 200 417.70 OUTFACE ES-1 for 36 inch Pipe 202 433.09 12.77' MH-2 204 440.11 12.07' 30" Basin -Circular Grate 206 458.47 17.74' 24 inch Rectangular Structure 208 459.11 8.04' DI-3B 6 ft Throat 210 460.13 7.79' DI-36 6 ft Throat 212 461.42 8.47' DI-3B 4 ft Throat 214 460.60 5.70' DI-3B 6 ft Throat 216 461.01 4.58' DI-36 6 ft Throat 218 464.08 3.64' DI-3B 6 ft Throat 220 467.99 4.48' DI-36 6 ft Throat 222 459.04 4.61' DI-3C 6 ft Throat 224 450.25 20.39' MH-2 226 462.13 12.95' DI-3B 4 ft Throat 228 460.99 10.42' DI-3B 6 ft Throat 230 461.54 10.48' 24" Basin -Circular Grate 232 460.33 8.01' DI-36 6 ft Throat 234 462.38 8.60' DI-36 6 ft Throat 236 463.44 8.54' DI-3B 6 ft Throat 238 465.69 5.35' DI-3B 6 ft Throat 240 468.84 4.84' DI-3B 6 ft Throat 242 464.42 8.32' 30" Basin -Circular Grate 244 464.44 5.79' 18" Basin -Circular Grate 246 465.21 5.49' 30" Basin -Circular Grate 248 446.51 6.32' 18" Basin -Circular Grate 250 445.25 4.33' 12" Basin -Circular Grate 252 462.94 11.98' DI-3B 6 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 414.86 OUTFACE EW-2 - 48" Pipe - 2:1 Fill Slope 102 422.00 11.74' Cylinder STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 300 414.38 OUTFACE ES-1 for 18 inch Pipe 302 438.44 10.88' 15" Basin -Circular Grate 304 453.66 8.75' DI-3B 4 ft Throat 306 452.50 5.21' 15" Basin -Circular Grate 308 456.82 8.17' DI-36 6 STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 48" 102 - 100 410.82 409.53 1.00% 128.69 LF 48 inch RCP 103 6" 104 - 102 413.00 410.92 4.61 °k 45.10 LF 6" HDPE STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 201 36" 202 - 200 420.57 414.45 11.86% 51.62 LF 36" HDPE 203 30" 204 - 202 428.30 420.67 2.00% 381.24 LF 30" HDPE 205 24" 206 - 204 440.90 433.00 16.00% 49.35 LF 24" HDPE 207 24" 208 - 206 451.07 450.60 1.00% 47.25 LF 24" HDPE 209 24" 210 - 208 452.34 451.17 1.00% 116.82 LF 24" HDPE 211 24" 212 - 210 453.12 452.44 0.50% 134.67 LF 24" HDPE 213 18" 214 - 212 455.07 453.22 0.80% 231.12 LF 18" HDPE 215 15" 216 - 214 456.60 456.03 2.26% 25.46 LF 15" HDPE 217 15" 218 - 216 460.60 456.70 2.03% 191.78 LF 15" HDPE 219 15" 220 - 218 463.63 460.70 1.44% 203.45 LF 15" HDPE 221 15" 222 - 206 454.43 450.60 7.48% 51.21 LF 15" HDPE 223 36" 224 - 202 430.11 423.07 16.00% 44.00 LF 36" HDPE 225 30" 226 - 224 449.18 437.65 16.00% 72.03 LF 30" HDPE 227 30" 228 - 226 450.73 449.28 1.57% 92.38 LF 30" HDPE 229 24" 230 - 228 451.22 450.83 0.50% 78.07 LF 24" HDPE 231 24" 232 - 230 452.32 451.56 1.00% 75.54 LF 24" HDPE 233 24" 234 - 232 453.78 452.78 0.50% 200.50 LF 24" HDPE 235 18" 236 - 234 454.89 453.88 1.38% 73.09 LF 18" HDPE 237 15" 238 - 236 460.51 455.86 2.62% 177.20 LF 15" HDPE 239 15" 240 - 238 464.17 460.61 2.05% 173.17 LF 15" HDPE 241 15" 242 - 226 456.10 452.69 4.72°k 72.47 LF 15" HDPE 243 15" 244 - 242 458.65 457.77 2.00% 43.64 LF 15" HDPE 245 15" 246 - 244 459.72 458.75 1.00% 96.65 LF 15" HDPE 247 15" 248 - 204 440.19 433.00 5.04% 142.53 LF 15" HDPE 249 15" 250 - 248 440.92 440.29 0.50% 125.32 LF 15" HDPE 251 18" 252 - 224 451.38 437.65 12.02% 114.23 LF 18" HDPE 253 18" 254 - 252 452.96 451.48 3.08% 47.98 LF 18" HDPE 255 18" 256 - 254 453.88 453.06 0.80% 102.32 LF 18" HDPE 257 15" 258 - 256 456.54 454.28 1.46% 154.42 LF 15" HDPE 259 15" 260 - 258 458.01 456.64 1.11 % 123.75 LF 15" HDPE 261 15" 262 - 260 458.89 458.77 0.52% 22.37 LF 15" HDPE 263 15" 264 - 262 459.56 458.99 0.48°k 118.93 LF 15" HDPE 265 15" 266 - 264 459.95 459.56 0.51 % 76.76 LF 15" HDPE 267 15" 268 - 256 457.53 456.21 1.06% 124.60 LF 15" HDPE 271 15" 272 - 252 451.83 451.13 1.03°k 68.13 LF 15" HDPE 273 15" 274 - 272 455.64 452.68 1.97% 150.30 LF 15" HDPE 275 15" 276 - 274 458.00 457.28 1.65% 43.16 LF 15" HDPE 283 15" 246 - 282 459.82 460.46 1.50% 42.84 LF 15" HDPE STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 301 15" 302-300 427.69 413.00 16.00°k 91.82 LF 18" HDPE 303 (1) 15" 310 - 302 437.84 433.92 15.00% 26.12 LF 18" HDPE 303 (2) 15" 304 - 310 445.07 442.58 5.00% 49.80 LF 18" HDPE 305 12" 306 - 304 447.40 445.17 5.00% 44.48 LF 12" HDPE 307 18" 302 - 308 433.92 448.65 15.02°k 98.09 LF 18" HDPE 309 12" 312 - 308 450. 2.82% 60.77 LF 12" HDPE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 701 15" 702 - 700 440.67 439.50 4.08% 28.66 LF 15" HDPE STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 801 18" 802 - 800 445.79 445.50 1.21 % 24.19 LF 18" HDPE 807 15" 808 - 802 446.96 445.89 0.50% 213.28 LF 15" HDPE 809 15" 810 - 808 448.86 447.06 4.31 % 41.73 LF 15" HDPE 455 _ 455 WATE CROS ING EXISTING GRADE 450 - 450 / 2.2' 445 '' OF 445 DA ,rOP°I° PROPOSED �2lOF 12 50� RADE /41 3� A9aNOP�o 1 440 5�0I � 440 SL-1 en�,,�104n(,Ztz 435 435 ^h 5.1' 430 430 SL-1 425 425 420 460 / 460 i 455 / 455 450 450 � OF 60 1� 2 $Zo 445 _ 445 �00 OQ�ry 440 440 2� ' 435 � 435 430 430 425 425 420 420 5 415 415 0 N R M M �o � � � PROFI v v v v L F- \103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C7.4-PROF_UTIL.dwg I Plotted on 10/13/2022 3:51 PM I by Jessica Danko I 0 �o m0 � N nn DD r m PP o 456.4 O O N m 0 0 N Q O N (0 + 0 0 Ch O 0 0 0 0 0 C� Cd A A CA7t A m V Cn O Cn O / O Ch O / / / 449.4 STA 23+49.18: 900 BEND w STA 23+68.45 8"X6" TEE TO 17HA 55 ce 450.5 90 D I Uri I mN A ZC I m 0_ 451.0 � � Z m U) I 5m5- 449.3 A co /WA STA 25+20.03: 8" X 8" TEE CONNECT T ERLINE 3 449.5 A A 0 on 453.4 0 0 3 \ O X STA 26+40.45 - 454.6 4"X8" TEE TO I UILDING L7 i �N I 455.3 C o 0 I I 455.8 I VAA7 � DO I m 00i 455.9 0w v II Cn - A Z O 9 I 456.8 w m n CD O 0) z U ) Z A 4573 J a N I STA 29+27.75: 8" X 8" TEE. CC INNECT TO WATERLINE A ONG ROAD 2 CW» O Ch O 0 O Ch 10, J n A V r G�J A A Cn Cn CD m V Cn O Ch O Ch O Ch O 464.0 STA 10+00.00: CONNECT TO 3ROPOSED WATERLINE 8' X 8" TEE STA 10+16.62 4"X8" TEE TO BUILDING w rn STA 10+30.43 461.7 STA 10+86.91 4"X8" TEE TO BUILDING 460.1 459.3 I I n I A0 CD I LO / 458.4 1 ZM 3 ce N O I 458.0 I STA 12+81.07: 8" X 8" TEE I CONNECT TO WATERLINE ALONG ROAD 1 4574 L7 -0 O �o Om0 ZAP 03(n CID 456.7 I STA 13+71.96 I I 8"X6" TEE TO f 7HA I 457.E �7 I On C \ 459.2 _ c m O m M 1 461.6 mG) STA 15+10.41: 22.50 BEND N 0 459.5 z 451.8 STA 16+01.11: 45Q BEND / STA 16+05.76: 450 BEND N � STA 16+25.24: STUB �? FOR RIO COMP A CNS A A A 0 A cn o o cn O I Cn o C7 M N 0 on 00 ZX O9 P r O 0 0 N 0 0 A 0 0 O 0 w O 0 CC) O O N 0 0 O N 0 0 N N O 0 W A A 01 m 0) V Ch O (n O Cn O Cn O 465.4 TIE TO 18" WA TERLINE ON R O ROAD EAST 18" x 8" TSV I 465.7 I I n N I 464.9 0 O t7 9 I 464.3 8"X8"TEE I y 465.8 ce OU \ 0 Z \ \ 469.0 M c ZF rum \ 472.6 \ w 90' BEND 473.9 STA 13+46.78 1 1 1I 8"x 1 I 473.4 I 473.2 I 1 I I I I 472.2 STA 15+26.95 I 4"X8" CROSS BUILDING I 10 STA 15+32.06 I 8"X6" TEE TO HA 471.4 4"X8" CROSS O BUILDING STA 15+43.48 4"X8" CROSS O BUILDING STA 15+49.15 4"X8" CROSS TO BUILDING 470.1 469.4 1 I I I �° I o° STA 17+20.20 I m v 468.E STA 17+25.18 I 8"X6" TEE TO I HA STA 17+35.17: 8" X 8" TEE. C DNNECT TO WATERLINE 3 467.5 STA 17+45.62 WILDING 4"X8" TEE TO I 466.0 O X 05 mZ 463.6 / G7 459.5 460.9 STA 20+11.58 TEE TO UILDINGTEE 463.0 TOUILDING !4"X8" 20+21.75 " TEE TO HA 20+30.48464.8 " TEE TO UILDING 4"X8" TEE TO BUILDING °° 1 468.1 4"X8" TEE TO UILDING I 468.0 STA 21+50.93 I I 4"X8" TEE TO I WILDING �I 466.8 8"X6" TEE TO ffHA STA 22+16.64 4"X8" TEE TO I WILDING 4623 � / 456.4 449.4 STA 23+49.18: 900 BEND / 01 A o A A o Cn A o A A o 450.0 CChh CChh 0 TIMMONS GROUP .•-':'•. RIO POINT COUNTY OF ALBEMARLE, VA WATERLINE PROFILES THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com DATE REVISION DESCRIPTION m M U) 2 0 0510512022 COUNTY COMMENTS ISP u I D O O C) D 0611312022 DESIGN DEVELOPMENT U1 m n mo Z m ? z tv m 1011212022 COUNTY COMMENTS FSP & WPO ti A V Cn V Ch N �. .g ti L p n m O m 00 IM p o 0 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express w itten consent of TIMMONS GROUP. H 11 `/ea RWSA WATERLINE CONNECTION NOTE: �y 475 475 JESS�A DENKO 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE CONNECTION TO THE EXISTING Np, 57291 RWSA 18" WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 18" 4r WATERLINE DURING CONSTRUCTION AND TAPPING. 'o I O-12-22 �<v 2. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER ��FSSIONA� AND THE PIPE MATERIAL OF THE 18" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. 3. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. 4. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. 5. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. o E 6. A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING N o SLEEVE. " i c 7. THE 18"x6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT > E AND TESTING OF THE 18"x6" TAPPING SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK LU a E SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO SET PRIOR TO LU 3 MAKING THE TAP a a o 3 U. K O L M Q J U W Z w -vn O .. �(/1 NN a V' W W M R Q3 0 ) x N K i w Q N Z xv W� o a o Ln N > dS a C ti 2LLL W J Lu c cc G ; G OUi WQO o U�OU x 0 CQ Of W o00 Of w W N N N = Q M N a �nkoo Z oo� O in DATE Uj 0210712022 0 r DRAWN BY R. VAN NIEKER • DESIGNED BY • J. DENKO 9+50 10+00 11+00 12+00 13+00 14+00 15+00 • CHECKED BY WATERLINE 3 PROFILE : • C. KOTARSKI SCALE HORIZ SCALE: 1"=50' 1" = 50' 5 VERT SCALE: 1 "=5 0 0 50 PROFILE SCALE 0 W j J z w 'L olf 0 ~� < L 1_ O W ED d Q W LL Z O 0 J F--I � W o U Q 0 JOB NO. 46883 SHEET NO. C9.1 470 / \ 470 / \ EXISTING \ GRADE \ PROPOSED \ GRADE 465 465 460 460 8" SANITARY PIPE TABLE PIPE NAME SIZE LENGTH SLOPE BEARING 49 8" 59.06 LF 0.51% N3° 52' 00"W 47 8" 215.44 LF 0.51 % N25° 17' 54"W 25 8" 158.39 LF 0.50°k S66° 25' 59"W 21 8" 179.62 LF 0.54% S23° 34' 01"E 31 8" 415.86 LF 0.97% S24° 11' 31"E 39 8" 251.24 LF 2.44% S66° 32' 07"W 37 8" 259.43 LF 0.50% S66° 06' 36"W 35 8" 112.97 LF 0.48°k S28° 33' 23"W 23 8" 209.60 LF 1.04°k S66° 25' 59"W 45 8" 408.94 LF 0.51 % S66° 25' 59"W 19 8" 113.88 LF 1.00% S23° 34' 01"E 17 8" 124.26 LF 0.50% S66° 25' 59"W 15 8" 66.82 LF 7.57% S20° 48' 07"E 13 8" 69.33 LF 16.00°k S19° 28' 21 "W 7 8" 218.32 LF 0.50°k S56° 21' 00"W 3 8" 149.73 LF 0.50°k S67° 18' 26"W 33 8" 162.26 LF 0.50°k S23° 29' 04"E 9 8" 49.43 LF 0.50% S29° 29' 51"E 51 8" 234.14 LF 3.56% S23° 56' 03"E 1 8" 197.13 LF 0.50% S32° 24' 57"W 5 8" 137.14 LF 0.50% S45° 43' 12"W 11 8" 105.97 LF 11.44% S66° 34' 38"E 29 8" 137.98 LF 7.35% S83° 31' 18"E SANITARY STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX 405.56 3.91' Cylinder 2 408.47 5.83' Cylinder 4 409.02 5.43' Cylinder 6 410.57 6.09' Cylinder 8 411.63 5.86' ACSA OWNED 10 418.56 12.34' Cylinder 12 431.14 5.21' Cylinder 14 449.16 11.62' Cylinder 16 458.85 11.63' Cylinder 18 459.78 11.73' Cylinder 20 461.35 10.53' Cylinder 22 463.19 10.38' Cylinder 23 0.00 ???' Null Structure 24 465.83 7.94' Cylinder 26 467.69 6.61' Cylinder 30 440.73 4.42' Cylinder 32 446.98 6.54' Cylinder 34 445.95 4.60' Cylinder 36 451.64 9.65' Cylinder 38 453.74 10.25' Cylinder 40 458.14 8.43' Cylinder 46 461.90 11.56' Cylinder 48 456.30 4.69' Cylinder 50 455.69 3.58' Cylinder 52 466.40 4.28' Cylinder L H op 475 475 ,�$51CA R. DENKO LIC, No. 57291 .o 10-12-22 FSSION A� M E 465 465 N o N Q O > E w v E LU zR: a T -IF a o K O L M Q J U W Z w -in O .. �(n NN a V W W M v � Q30'x � K W Q N Z xU >vO O a o N Ln > dS a ti 2 �� W J LU j Ln 000 o U�OU x F 0 w w W N N ON = Q � M N Q h O z O O ti O n DATE 0210712022 M o r DRAWN BY R. VAN NIEKER DESIGNED BY 19+50 20+00 21+00 22+00 23+00 S SW R 1 6 TO 02 6 P R O FILE 25+00 26+00 27+00 28+00 28+50 •• J. DENKO CHECKED BY (PRIVATE SEWER) • C. KOTARSKI HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 • SCALE • 1 " = 50' IN 425 425 INV (AC NOTE: 1. ACSA WILL OWN THE SANITARY SEWER LINE UP TO AND INCLUDING MANHOLE 8. 2. ALL SEWERLINES AND MANHOLES UPSTREAM FROM MANHOLE 8 WILL BE PRIVATELY OWNED. w J_ LL 5 > O zw� J /1 z N 0 O LU ED W v 0 50 Q PROFILE SCALE w 16+50 17+00 S S W R 8 TO 16 PROFILE 20+pp 20+50 (PRIVATE SEWER) ° Q HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 EXISTING MANHOLE Z REPRESENTS MANHOLE6 Q ON THE VILLAGE SQUARE (n DRAWINGS 0 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 SSWR EX TO 8 PROFILE_P (ACSA OWNED PUBLIC SEWER) HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 - JOB NO. 46883 SHEET NO. C9.2 ST 19+93.93 16 OP 458.85 INV IN 7.42 (17) INV OUT 7.22 (15) 460 460 15 STORM C OSSING 455 455 STA 19 27.11 14 TOP g,1g INV IN 442.1 (15) INV OUT 437.5 (13) 450 450 PROPOSED I GRADE 445 445 F EXISTING / � 440 GRADE 44p / STA 10+00.00 ' 2 TOP 431.14 435 O� 435 `5 '� O IN IN 426.16 (29) / ro°jQJ�^to• INV UT 425.93 (11) � � 2' 1 430 430 / ' 30" STORM / I CROSSING 425 425 TA 17+51.81 0 TOP 418.56 / INV I 413.81 (11) / INV O T 406.22 (9) 420 420 TA 17+02.38 8 % h0 ��2 �o\o TOP 411.63 T 405.77 (7) 0 (O�j A OWNED) 415 415 48"ST RM � CROSS NG 410 410 2.9' 9 405 4. 8" Ductile Iro @ 0.50% 400 400 M� R R Rr V Raj p Chri lop V v v v v v EXISTING GRADE STA 27 79.68 26 TOP 67.69 PROPOSED STA 26+2 INV OUT 461. 1 (25) 470 GRADE .29 24 .83 470 TOP 46 STA 19+93.93 INV IN 460.31 25) 16 /STA 24+11.6 I V OUT 457.91 23) TOP 458.85 INV IN 447.42 17) 22 \ � TOP 463.1 INV OUT 447. 2 (15) STA 2 +32.07 I V IN 455.73 (2 \ TOP 461.35 20 / INV UT 452.84 (21 STORM 465 � R IN 465 TOP 459 78 INV OUT 450 81 (19) INV IN 449.68 ( 9) INV IN 448.24 ( 5) � WATER IN OUT 448.04 ( 7) CROSSING 450 460 WATER / 158. 9' OF CROSSING � 420 420 S A 11+g7.18 STA 14+g4.05 6 TA 17+02.38 8 TOP 411.63 OP 408.47 2 TO 410.57 INV I 402.84 (3) S A 13+46.91 INV IN 4 .68 (7) IN IN 405.97 (9) INV OU 402.64 (1) 4 OP 409.02 INV OUT 4 48 5 � () EXISTING INV OUT 405.77 (7) 415 GRADE 415 INV OU 403.59 (3) '. STA 10+00. 5 _ -TOP 405.56 410 _ INV IN 401 1) 410 405 '3 405 218.32' OF 3 37.14' OF 8" Ductil Iron 149.73' OF g Ductile Iron @ 0.5m 197.1 ' OF 8" Ductile Iron @ 0.50% 400 0 400 @050% 395 395 390 390 O CO O h O O O1 � O1 Oj O O O O O L H 1p `/Jea 470 470 � ,�$51CA IL pFNKO Uc. No. 57291 .0 10-12-22 �o�FSS10NA�INV 11TAQAq('A7), M E 0 o N 6 N C > E w °i E LU " 3 a K O M M Q J U W Z 15"w .J. - vi O �Ul NN a v V W W M R Z H Y d' 30�x �� w 0Q �� C1 C N Z O 2 {7 � O ~ Q O N >IL LU RS d ti 2 �� W J c cc G ; G Ui OW�O T4 o UOOU x 0 w o00 w W N N N = Q � M N Q h O Z O O ti O n DATE � 0210712022 0 r DRAWN BY R. VAN NIEKER • DESIGNED BY • J. DENKO • CHECKED BY C. KOTARSKI • • SCALE • 1 " = 50' • 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SSWR 12 TO 40 PROFILE (PRIVATE SEWER) am HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STA 21+18.19 STA 21+18.19 18 STA 21+18.19 TOP 461.90 46 46 TOP 461.90 TOP 459.78 INV IN 449.68 (19) INV IN 450.54 (47) STA 21+18.19 INV IN 450.54 (47) INV IN 448.24 (45) INV IN 453.78 (51) TOP 456.30 48 50 TOP 455I6919 INV IN 453.78 (51) STA 12+34.14 52 INV OUT 450.34 (45) INV IN 451.84 (49) INV OUT 450.34 45 TOP 466.40 INV OUT 448.04 (17) INV OUT 452.14 (49) ( ) 465 INV OUT 451.64 (47) 465 470 INV OUT 462.12 (51) 470 w 0 U) w IL J NOTE: 0 O 1. ACSA WILL OWN THE SANITARY SEWER w LINE UP TO AND INCLUDING MANHOLE 8. Z _ 2. ALL SEWERLINES AND MANHOLES �� UPSTREAM FROM MANHOLE 8 WILL BE O w W PRIVATELY OWNED. ED Q O w O O Q U Z 5 Q 0 U) 0 50 PROFILE SCALE 9+50 , °+°° "+°° 12+00 S S W R 18 to 50 PROFILE 15+00 16+00 17+00 17+50 9+50 10+00 S S W R 46 TO 52 PROFILE 13+00 13+50 - JOB NO. (PRIVATE SEWER) (PRIVATE SEWER) 46883 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 SHEET NO. C9.3 STA 24+61.74 STA 27+12.98 TOP 453.74 38 39) INV IN 443.59 (39),T 40 465 INV OUT 4 9.71839 465 EXISTING 460 GRADE � 460 STA 24 11.69 36 TOP 51.64 INV IN 442. 9 (37) / _ INV OUT 441. 9 (35) / 455 PROPOSED � 455 / GRADE \ STA 24+11 69 STOP STORM 2 CROSSING � TOP 446.9 445. 5 � \ INV IN 440. (33) INV IN 441.45 ( ) 450 INV OUT 4 0.44 (31) 450 STA 1+37.98 39 445 T P 440.73 30 � 3.5' q OF 445 INV IN 4 .41 (31) pv INV OUT4 .31 (29) @2'�°b 1 STA 10+00. 0 � 15" STORM - 37 TOP 431.14 CROSSING � �- 2 9.43' OF INV IN 426.4 (13) -- 35 "PVC 440 33 12.97' OF 440 INV OUT 425.93 (11) 162.26 8" PVC ° � 8" PVC (� 0.48% 3 @ 0.50°/ � 415.8 ' OF � g^ C 435 0. 7% 435 4zzz: O'9gO��o 430 430 / 13 JGU 4�°� 425 425 420 420 r` R O O ^ N O h O 7 h in h ^ N ^ O �n N ro I� �O�O of <} r (5M ln0 lnN � h0 Wq-O l(17 In O CO h W NM �(O O)N M W � O N `� O D) ^ � r CD ln� 47 D)N O r N� tl�M Mr RM MM V !}O) M R� R� I� hN h� R� RO Ro d-� V W R R� W tl'O R� M R� V d-�R� � h h h V O Cr R� q� a� R� R� � PROPOSED GRADE 460 460 EXISTING \ 15" STORM GRADE � 24" STORM CROSSING 18" STORM 455 CROSSING - - - - _CROSSING 455 - - - � 15" STORM CROSSING � 4.2' 1.4 1.T � 1.6' f- 49 450 47 1' 59. 6' OF 450 215. 45 8" Ductile Iron @ 0.51°k 40 .94' OF @ 0.51 g" p stile Iron 12" STORM @ 0.51 % CROSSING 445 445 440 440 435 435 rn O CO cp N v O O h O h°D !}� CI'O) h0 O) In ln0 In (p0 O f�N M In (p0 o7 l(� (ph lf) f�01 (O l() ON � CD Oj� O) Q1 Cr� V'pj h(^O V p 7� V'nj Rnj h � �Rpj � R� Rp � lop Rr Rip h R � l0 (O co (O CO CO CO co CO CO �O 47 � � V � V V V � 7 � PROPOSED GRADE 465 465 EXISTING GRADE 460 460 455 455 18" STORM CROSSING 450 450 445 445 440 440 M O M N O W hm lOryO h �� �r tl'� a ri tl' M ui 7 7 7 V 7 L F- a:� wawoaarvvecsei rruperrywvw�aneeow�noaaa- i us-�a.u-crown .owg 1 rioaeo on -i on smo44 s:ai rm I oy Jessica Uenrco O 0 O 0 0 0 X m, n + 0 0 O Cn UI m0 = j IN n D + rD-r�0 mm�0 D Z 0 m V O -n _ rC) + 0 m m + 0 O A O O CAir � OAi V CT O CT O \ rum \ n O (a T I °mom I I 1 I O G) 0 om o mo 1 / mm_ m I n= I "O I T A A A A COT O COT O (A T OAi V (T O CT O I W G) m= � �� mGG) I n O fd T (T I o G) T O I °mv I I I I I I I I rum mo _ n � o I � T A A A A C0T O COT O r1 T A J A J s ✓OHN WARNER PKWY 0 / / _ \ -\----\ AA r——---—— —_ \------------ \\ ya;t( r / till ! / , 7L — �� I I { _ — =7 ' o t I IN -1' 1 1 1\ 1- 1Ik \ \ \ IN, \ \ I I O T TIMMONS GROUP .•-':'•. \ THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com n m O z COo O G,J RIO POINT COUNTY OF ALBEMARLE, VA SIGHT DISTANCE PROFILE These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express w itten consent of TIMMONS GROUP. _ o n o u 2 o m U) p M A o m m N m DATE REVISION DESCRIPTION 10512022 COUNTY COMMENTS ISP 11312022 DESIGN DEVELOPMENT 11212022 COUNTY COMMENTS FSP & WPO N �. .g N— F- Ol l VJw OOYVwe[sel rrupenyLLUVV6AOn l l.Ul 00OJ-I JJ-Va.o-01-1KVH1J.0Wg I rIUReO on -: Ur: YNLL 0:0.1 riq I oy Jessica uenrco m 0 0 0 D Z m m 0 Z q IN T fn n N DDD+ m m o rum o A 0 0 n m 0 O A A A A C�Tr O C�7r O RIO ROAD c� U) Z ' m G) I I l 0O o CENTER OF INTERSECTION A A A A C(n O CCn O Cn T OAi V N O Cn O RIO ROAD 1/ G) / o >� / °mom / G)O M mo I CENTER CF PROPOSED TRAFFIC C IRCLE A A A A C�1t O C01, O r� T A J s A J :n 0 r m U) D r mo TIMMONS GROUP _ 4�1 01 0 M z z COo o it J RIO POINT COUNTY OF ALBEMARLE, VA ENTRANCE PROFILES � I - / 11+ + -- 1 +00+50_ 1 +0 \ - FS - o Y .I_� MO:1 i 1 ____ ________ _ __ ____ __ =� i {'::} SS ti �I a 'mmo— 1703 �a�ssweem,�d� All mil-,p������ i�rlllll ��►r►� '+��IIIr �_ I III •:_� ���iirii�, � it , Fill, allMilliiiv JOW w r/ 0 T 0 of 0 U THIS DRAWING PREPARED AT THE • • •• • • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com A DATE REVISION DESCRIPTION - m N 2 0 0510512022 COUNTY COMMENTS ISP 0611312022 DESIGN DEVELOPMENT II Oy z a 1011212022 COUNTY COMMENTS FSP & WPO m A o m o m N�..4+�1 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express w itten consent of TIMMONS GROUP. ---------------- I I i i I I I I � I I I I NATIVE MEADOW SEED MIX TO BE SPECIFIED BY L.A. IN CD'S I I I I I I � I I I I I I I I I I I I I I jar oG� .°��� 04 GAZEBO SHF SD2.40 STRUCTL I I P.A. �% > CONCRETE SIDEWALK REFER TO CIVIL ENGINEER'S I I I I II ------------ la\ 02 BENCH 32.40 (TYP.) P.A. w P.A. & \ \ \ I SHARED USE PATH (TYP.); REFER TO CIVIL ENGINEER'S PLANS \ 1 r 1 \\ \ 1 \ 1 \\\ 1 SF � 1 P.P� \ o BENCH 02 (TYP.) SD2.40 N'\ 1 TURF LAWN TO BE SPECIFIED BY L.A. IN CD'S BENCH 02 SD1 SOs Tr ��❑ .(� oil1 - Ile' L A:a3M=• Sf � rr SF QY/ 1 \ \I 1 \\ \t1 Key Map ❑ STANDARD NOTES: t AT TOP AND BOTTOM OF STAIRS, GATES, AND ALL DOORS THERE IS TO BE A 1 p1. l MINIMUM 5'X5' LANDING WITH MAXIMUM 2% GRADE CHANGE (IN ANY DIRECTION) 2. THERE IS TO BE A MAXIMUM 2% CROSS -SLOPE ON ALL WALKWAYS PERPENDICULAR TO THE PATH OF TRAVEL 3. ALL ACCESSIBLE ROUTES WILL BE PROVIDED AT 2% MAXIMUM CROSS -SLOPE _ AND UP TO 8.33% RUNNING SLOPE. SLOPES BETWEEN 5% AND 8.33% WITH - ELEVATION CHANGE OF GREATER THAN 6" WILL BE CONSIDERED A RAMP. SEE -- 'I RAMP DETAILS FOR ADDITIONAL LAYOUT NOTES 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY GRADING DISCREPANCIES DURING CONSTRUCTION 5. EXTERIOR BRICK WALLS CONNECTED TO BUILDING TO MATCH BRICK AND MORTAR OF BUILDING. SEE PLANS FOR LOCATIONS OF MODULAR SIZED BRICKS W AND UTILITY SIZED BRICKS - 1 6. REFERENCE STRUCTURAL DETAILS FOR RETAINING WALLS GREATER THAN 4FT 1 j - IN HEIGHT ALL YARD INLETS AND ROOF LEADERS TO CONNECT TO STORM DRAIN SYSTEM. 1 Q7. . I SEE CIVIL ENGINEERING PLANS 'I 8. REFERENCE PM&E PLANS FOR EXTERIOR LIGHTING AND OUTLET LOCATIONS 9. REFERENCE PM&E PLANS FOR ADDITIONAL BUILDING -MOUNTED ELECTRICAL - �I OUTLETS, HOSE BIBS, AND GAS CONNECTIONS. _ O I, 10. 2% MAX SLOPE (IN ANY DIRECTION) WITHIN COURTYARD UNLESS OTHERWISE -- NOTED ON GRADING PLANS - 11. TOPPING SLAB TO BE SET 112" BELOW FINISH FLOOR ALONG FACE OF BUILDING, UNLESS OTHERWISE NOTED. _ O12. TOPPING SLAB TO BE LEVEL WITH FINISH FLOOR AT ALL DOOR LOCATIONS. _ 13. LEGEND AND NOTES APPLY TO ALL SO SERIES SHEETS - 14. SEE CIVIL PLANS FOR ALL CURB ELEVATIONS AND GRADING ALONG ROAD AND PARKING LOTS. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND CIVIL ENGINEER OF ANY GRADING AND LAYOUT DISCREPANCIES PRIOR TO CONSTRUCTION SD 40 - I P.A. I - I � II d I / - _CONCRETE SIDEWALK (TYP.); REFER TO CIVIL ENGINEER'S PLANS p7 :ir}'i 02 BENCH SD2.40 _ (TYP.) IIN n� N 0 _ I I I I I I I I I I I i Standard Not 1 I ; , r I / MATERIALS LEGEND li SYMBOL DETAIL MATERIAL I I 11 / I POOL COPING 2 3/8" x 14" x RAFFINATO SMOOTH COMMERCIAL BY: TECHO-BLOC COLOR: GREYED NICKEL REFER TO DETAIL 07, SHEET SD2.00 CONCRETE PAVER A: 2 3/8" x 19 1 /2" x 32 1 /2" I'• BLUE GRANDE SLATE COMMERCIAL HD2 02 BY: BLOC SD2.00 COLOR:OR: SHALE GREY PATTERN: 1:2 RUNNING BOND i REFER TO DETAIL02, SHEET SD2.00 CONCRETE PAVER B: 02 I 2x4 x8� SD2.00 VICTICTORIAN COMMERCIAL j BY: TECHO-BLOC COLOR: ONYX BLACK PATTERN: 1:2 RUNNING BOND REFER TO DETAIL 02, SHEET SD2.00 n CONCRETE PAVER C: 02 3 1 /16" x 13" x 13" BLU 80 POLISHED COMMERCIAL SD2.00 BY: TECHO-BLOC COLOR: GREYED NICKEL PATTERN: 03 LINEAR PATTERN REFER TO DETAIL 02, SHEET SD2.00 02 SD2.10 CONCRETE SIDEWALK AND PAVEMENT REFER TO DETAIL 01, SHEET SD2.00 SYNTHETIC TURF 01 p2 PLAYGROUND GRASS ULTRA SD2.10 SD2.t0 BY: FOREVER LAWN REFER TO DETAILS 01 & 02, SD2.10 03 COMPACTED CRUSHED LIMESTONE SD2.00 REFER TO DETAIL 03, SHEET SD2.00 INDICATES DETAIL # XX D2. INDICATES DETAIL SHEET NUMBER I 40 Trailhead Park MaterialsePlan E01 MATERIAL NOTES: 1. PAVING PATTERNS SHOWN ON PLANS ARE FOR ILLUSTRATIVE PURPOSES ONLY TO INDICATE GENERAL INTENT. CONTRACTOR TO PREPARE MOCK-UP SAMPLE OF ALL PATTERNS FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. ALL JOINTS IN SOLDIER COURSE OR LINEAR PAVER PATTERNS SHALL ALIGN. ADJUSTITRIM PAVERS AS REQUIRED AND AVOID USING PAVERS WITH LESS THAN %z PAVER WIDTH. 3. ALL PAVING TO HAVE EXPANSION AND CONTROL JOINTS AS NOTED PER SITE PLAN DETAILS. 4. CONTRACTOR TO PROVIDE CONDUIT FOR CROSSING OF HARDSCAPE SURFACES FOR IRRIGATION, AN WIRING, AND LOW VOLTAGE WIRING AS REQUIRED. 5. INSTALL ALL MATERIALS PER MANUFACTURER'S SPECIFICATIONS. 6. ALL HARDSCAPE COLORS, STYLES, AND PATTERNS TO BE REVIEWED BY LANDSCAPE ARCHITECT VIA SUBMITTAL PRIOR TO ORDERING. 7. CONTRACTOR MUST VERIFY ALL PAVEMENT CROSS SECTIONS WITH LATEST GEOTECH REPORT PRIOR TO INSTALLATION. 8. ALL EXTERIOR BRICK WALLS THAT CONNECT TO BUILDING TO MATCH BRICK SIZE, COURSING, AND JOINTING OF BUILDING. REFER TO ARCHITECTS PLANS FOR BRICK INFORMATION. 9. POOL DECK CONCRETE TO BE SLIP RESISTANT. Material Leaend and Notes ❑❑ a N 0 0 N N a z N w 0 w z J 0 O Z w N D 0 z 0 N - - a 220 E. Peterson Drive z Charlotte, NC 28217 704/333.7272 oClineDesignAssoc.com W N W arm Lu W I O Z Z H O w m LL 7 O 0 w w L J w a Ir o Z W W O LLJ 111 F 2 m 3 J m wJ 0< Z J mLL D 0 °z z z 0 O z 0 Z 0 0 0 0 U w O 2 0 O U g SITE PLAN RESUBMITTAL m a w 444044## aOff m ICK �5b2221 10 IoI�N��a2z ti� ,.1, P AR Cj /000011/111444,4 m $ PROJECT:221074 5 DATE: 10.17.2022 a REVISIONS: DATE 0 U WN W m w J N W a a DRAWN BY: CR a CHECKED BY: JK °o Trailhead Park a Materials Plan Z m w O W Z J N SD1,50 N OUTDOOR VERTICAL STEEL SLAT PARK BENCH BY: GLOBAL INDUSTRIAL r SU JO N Y OUTDOOR PATIO OU O 888-978-7759 I BY: JOHN RUBINO w9 wwI. lin ri I. oba dust a com SUNJOYOUTDOOR PATIO htt s://.rubinoscuI tora.co m 1. SIZE: 72" x 27" x 1" S 3 %L. - BY: SUNJOY GROUP QUANTITY: 1 STYLE: PORTRAIT 2. FINISH COLOR: BLACK - -- httPs://sunloYsho co M 3. MOUNTING: IN GROUND • QUANTITY: 1 SIZE: LIFE-SIZE 4. INSTALL PER MANUFACTURER'S SPECIFICATIONS ,..,y,a�•�ror..: SIZE: 12' x 14' FINISH: RECYCLED STEEL 5. REFER TO SITE PLAN FOR BENCH LOCATIONS - _ FINISH: NATURAL STAIN CEDAR AND FINAL SELECTION TO BE - BROWN POWDER COATED STEEL ROOF I COORDINATED BY OWNER Gazebo Shade Structure 04 Public Art Installation Not to Scale 03 BeMAE Not Not to Scale ANCHOR� Diamond Pro' Diamond Pro' LA, BUILD SOMETHING BEAUTIFUL RETAINING WALL SYSTEM TAINING WALL SYSTEM NOTES: 1. SEE CIVIL PLANS FOR WALL LOCATIONS AND HEIGHTS. Ah 2. WALL DESIGN TO BE PROVIDED BY LICENSED STRUCTURAL/ GEOTECHNICAL ENGINEER. PRO{*, i ° • k •° L''' ' "1 PRODUCT 3. INSTALL ALL PRODUCTS AND MATERIALS PER MANUFACTURER'S SPECIFICATIONS. # ; . r k, 1 4. PROVIDE PEDESTRIAN FALL PROTECTION RAILING ON TOP OF WALLS WHERE REQUIRED BY CODE. ', { 't , 1 .-. A •� �_'','- - ry� ,{ I _ 5. COLOR OF BLOCK TO BE "JAMES RIVER" DIAMOND PRO BLOCK BY ANCHOR.- �. , s rki�I W—, A. • �� .. • r i y "III tan• ` '. 1x T Architects, engineers and contractors are choosing the • Minimum inside radius, measured on the base course to the See anchorwall.com for Diamond Pro• retaining wall system to create flexible, cost- front of the units:6 feet installation instructions. effective solutions for a broad range of large commercial, Beveled Fate municipal and residential retaining wall projects. For contours ^ Minimum outside radius, measured on the top course to the that shape new environments and colors that blend with the front the units: 2 feet - - surroundings, the natural choice is Diamond Pro blocks. Stretcher Units Straight Face Beveled Face Aesthetically, the natural rock texture and earth -tone • Minimum inside radius, measured on the base course to the a-.. _ Approximate Dimensions* s" x te" x 12" a" x ta° x 12" colors blend easily into any environment. Diamond Pro front of the units: 4 feet Approximate Weight 741bs. 721bs. products can be used with geosynthetic reinforcement for *This height assumes coresare filled with drainage aggregate, ie"Ibackfilfandclean, compactedsandorgramlandnosumharge. Coverage 1.00 sq. ft. 1.00 sq. ft. tall -wall applications. Setback/System Batter 1"/7.1° V/71° James River • One square foot of wall face per block • Can be used to build gravity walls up to 4 feet high, including buried course, but excluding the cap' dimensions are height by face length depth. Actual 'Productdimensions sand tlimensions and weights may vary from these approximate values pr go • Original rear -lip locator due to variations in manufacturing processes. Specifications may COLOR NOTE: ACTUAL COLORS MAY VARY SLIGHTLY DUE TO ENVIRONMENTAL CONDITIONS AND NORMAL MANUFACTURING PROCESSES. • Taller walls can be built with geosynthetic reinforcement or change without notice. See your Anchor representative for details, color deems, ore and additional information. Accessory Units Cap Corner the Anchorplexr" retaining wall system when designed by a C2011 Anchos. r Wall Anchor Wall Systems, Inc. The Diamond Pro• wall system is Approximate Dimensions" Front, 4" x x 3 8" % 16" x 9° qualified engineer manufactured under license from Anchor Wall Systems, Inc. (AWS). manufactured The "Anchor A" "Anchor Build Something Beautiful" logos, 2" x a' Back, 4" X 12" x 103/e" a" % 1E" % 9" and "Anchomlex- and"Diamond Pro"are trademarks of AWS. The wall Approximate Weight* 47 lbs. 1011b5. •ICCevaluated system blocks are covered by the AWS Limited Warranty. For a Coverage 1.22lin.ft. 1.50sq. ft. complete copy, visit your local dealer or see anchorwall.com. Straight Face • Minimum outside radius, measured on the top course to the Anchor Wall Systems, Inc., 5959 Baker Road, Suite 390, Minnetonka, MN 55345. A&BO810 73.306810Q/r 4015 front of the units: 4 feet • BUILD SOMETHING BEAUTIFUL Retaining Wall Not to Scale Q a W W f Q U O N N Q Z w W w W Z U IL 0 z Z W z Z O U z Z Q Z O 0116 N N_ ¢ a 220 E. Peterson Drive w Charlotte, NC 28217 Q 704/333.7272 oClineDesignAssoc.com w N w Ir Q. 6 w F O z z 10 0 N ¢ LL D O Y• 3 .A Q a 0 f z a O 0 w z gl Q w >m O• w w w J a: O z Q W W zo w 3 m W J J0Q J L.L o O 0 U. z zz a O O z w z O U O O w O O z I U w 0 SITE PLAN RESUBMITTAL a W w m 0 0 0 Z z 5 � JG w O z v 5 a w N w x F ? 1111111111/��, ���• Q L T N A �0000 o G m w �= d cn r a ICK =9� Z52221 w o ID�14I�22 �S o . �9 PE 0, a '�• � �r��1N11Nj11 x 0 r< o PROJECT:221O74 5 DATE: 10.17.2022 o REVISIONS: DATE f 0 O U w w N Q J N N w Q a DRAWN BY: CR N a CHECKED BY: JK o Wall Details N N Q Z (7 W W Z J SD2,40 N O SEC. 32.7.9.9 - INSTALLATION AND MAINTENANCE OF REQUIRED LANDSCAPING AND SCREENING.: ALL LANDSCAPING AND SCREENING REQUIRED BY SECTION 32.7.9 SHALL BE INSTALLED AND MAINTAINED AS FOLLOWS: A. TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF. B. METHOD OF INSTALLATION. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 SQUARE FEET PER TREE, WITH A MINIMUM DIMENSION OF FIVE FEET IN ORDER TO PROTECT THE LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. WHERE NECESSARY, TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. C. MAINTAINING AND REPLACING LANDSCAPING AND SCREENING. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. D. MAINTAINING TREES IF SITE NOT UNDER SINGLE OWNERSHIP. IN THE CASE OF DEVELOPMENT WITH UNITS FOR SALE THE TREES SHALL BE MAINTAINED BY A PROPERTY OWNER'S ASSOCIATION. PRIOR TO FINAL SITE PLAN APPROVAL, THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PREPARED BY THE COUNTY ATTORNEY. E. MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY. IF STREET TREES ARE PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF NOTES: 1. 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. , 2. DEMOLITION PERMITS ARE REQUIRED PRIOR TO DEMOLITION AND THE ALBEMARLE COUNTY HISTORIC PRESERVATION COMMITTEE POLICY IS TO SEEK PROPERTY OWNER PERMISSION ----- TO DOCUMENT HISTORIC PROPERTIES BEFORE THEY ARE DEMOLISHED. 30' LANDSCAPE — — BUFFER (01/LP1.01) G E AL \ EXISTING TREE TO, ' BLOCK RETAINING / REMAIN (TYP.) WALL (TYP.), SEE ' E S 2. 0 - COR REQ (TYP.) W PAYS QUE REQ (TYP.) NEFt HNC WAR "'� ��, — �• • �o; .e•a MAG REQ (TYP.) SO +• / TRANSPORTATION. ,+ , / �N69`r'89B"IN� s .'® 5, BIORETENTION POND 2A ,+ e i y G T 50' LANDSCAPE . BUFFER (02/LP1.01) / QGP REQ (TYP.) I i ' \ A / CONSERVATION ' AREA 5.89 ACRES WATER LINE EASEMENT (TYP.) f WATER LINE (TYP.) QUP REQ (TYP.) \ / � 0.j�z i� " o i � o 00 I\ DOG o00 °V PARK i POOL RECREATION y FIELD I STORMWATER o LINE (TYP.) \ / `• \\����• SWM N. o ^ \ \o \ EASEMENT—! v �\ \ 00 0° o `.,O � (TYP.) 0- BIOO ETENTION o POND 1A APPROX. EXISTING \ TREE LINE (BASED ON GIS AERIAL) TO REMAIN (TYP.) 4~� 1• MEADOW CREEK I SCREENING SHRUB - O 1 ILE REQ (TYP.) > TREE PROTECTION FENCE (TYP.)- ���-4�, ANITARY SEWER —! EASEMENT (TYP.) _ - ai �t Gy .�. -•�� n j'�+EXISTING STREAM County of Albemarle Conservation Plan Checklist —To be placed on Landscape Plans (Handbook, pp ISI-284-111-297 for complete specifications) 1. The Manias items shall be shown un the also: ❑ Trees to be saved; ❑ Limits of clearing(outside dripline of trees m be saved); ❑ Location and type of protective fencing; t/ ❑ Grade changes requiring tree wells or walla; ❑ Proposed trenching or tunneling beyond the limits of clearing. 1 2. Markings: \' t ❑ All trees to be saved shellbe merkcd with print or ribbon at a height clearly visible w equipment apmators. / t ❑ No ®sting shall begin until the true marking has been inspected and approved by a County Inspector. V I 2. Pre -Construction Conference: II I ❑ Tree preservation and protection measures shall be reviewed with the connector on site. / 1 I 4. Eauioment Operation and Storage: \,l I ❑ Heavy equipment, vehicularteffrc and storage of construction materials including and shall nor be permitted within the driplines ofaees to be saved. 5. Soil Erasion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect hues to be saved. 6. FYree: [/em�ss NYS REQ (TYP.) ❑ Fires arenot permitted within 100 feet of tripling of aces robe saved. 7. Tome Materials: ❑ Toxic materials shall not be stood within 100 feet of the ddpline of trees in be saved. S. Protective Fencing: ❑ Trees to be retained within 40 feet of proposed building or Sterling activity shall be protected by fencing. \v, \ , ❑ Fencing shall be in place and shall be inspected and approved by a County Impactor prim to Ending or construction. / 9. Tree Wells: ❑ Whenthe ground level most beeised withinthedripline of acres who saved, once well shell beprovided and a construction detail submitted fin approval. 10. True Walls: tPARK SHADE ❑ When the ground level mum be loweredwithin thedriplinea Due In be saved, a tree wall shall beprovided; and a corutructundetail a submitted for approval. STRUCTURE �\ \ 11. Trenching and Tmmellmn a \ 1 1 ❑ When couching is required within the bodies of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large nee shall be considered as an alternative when it is anticipated that necessary treaching will destroy feeder roots. \ I 12. Clete s \ \ \ ❑ Protective fencing sball be the last items removed during the final cleanup. 15. Damaged Tree: ❑ Damaged pees shall bebound immediately by pmvivg,fertilimtiov or other methods recommended byatree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER 81CNATURE (DATE) 1$ .; CONTRACT PURCHASER SIGNATURE (DATE) r I 5/1/06 Page loFl 1 1 1 SCREENING REQUIREMENTS - PER SECTION 32.7.9.7 ! - THE FOLLOWING SHALL BE SCREENED FROM ABUTTING PROPERTY AND \ FROM PUBLIC VIEW FROM PUBLIC STREET: 6�k T • PARKING LOTS WITH 4 OR MORE SPACES • DETENTION PONDS • DUMPSTER, RECYCLING, AND SOLID WASTE HANDLING AREAS a ��1 • STORAGE YARDS • RECREATIONAL FACILITIES DETERMINED TO BE BE OF OBJECTIONABLE CHARACTER BY THE AGENT \1 \ - SHRUBS SHALL BE EVERGREEN, MIN. 18" HT. AT PLANTING AND BE PLANTED NO \ GREATER THAN 5' APART TREE CANOPY - PER SECTION 32.7.9.8 -MIN. OF 10% TREE CANOPY MUST BE PROVIDED WITHIN THE SITE TOTAL SITE AREA: 27.31 AC •0 - 0.82 AC (DEDICATED RW O o A 26.49 AC TREE CANOPY REQUIRED: 2.65 AC \ �1 TREE CANOPY PROVIDED: o RETAINED CANOPY: 2.56 AC PROPOSED CANOPY: 2.42 AC TOTAL CANOPY: 5.02 (18-95% OF SITE) o ° QUP REQ (TYP.) LANDSCAPING ALONG STREETS - PER SECTION 32.7.9.5 STREET TREES TO BE PLANTED 50' O.C. RIO ROAD E „ t \ STREET FRONTAGE: 1052 LF REQUIRED TREES: 21 \ i� \ \ - \ - 1052I 50 = 21.04 A PROPOSED TREES: 22 ^ ' ENTRANCE CORRIDOR / A JOHN W WARNER PARKWAY / o STREET FRONTAGE: 1306 LF \ — a REQUIRED LARGE MATURING TREES: 37 \a" - 1306135 = 37.31 CLUB /� f / „,.' •/ \' PROPOSED LARGE MATURING TREE S: 38 PROPOSED ORNAMENTAL TREES: 38 LANDSCAPING WITHIN A PARKING AREA - PER SECTION 32.7.9.6 ///���� TOTAL PARKING SPACES: 528 REQUIRED LARGE MATURING TREES: 53 \ - 528/ 10 = 53 PROPOSED LARGE MATURING TREES: 53 © O o PARKING AREA TREE CANOPY COVERAGE o I J © r� O S ° - TOTAL PARKING AND VEHICULAR AREA: 185,065 SF © O O © I REQUIRED PARKING AREA CANOPY COVERAGE (5%)._9,253 SF O O RAI NAG E A``\ , 1 Dill PROPOSED PARKING AREA CANOPY COVERAGE: 18,768 SF / 0.43 AC (10.1%) EASEMENT (TYP.) o00 4s I \� h PLANT SCHEDULE —SANITARY SEWER (TYP.) O ; I ENTRANCE CORRIDOR BOTANICAL NAME COMMON NAME o © 's \- j LI/"I ppQ (TYP.) ,,\ O © � I CORNUS FLCRIOA'CHERONEE CHIEF CHEROKEE CHIEF DOGWOOD a.{ RC r- i a�a� \ ayI /V�{�� O ' O y Q9, MsVu40UAVIRGIN1ANA SWEETBAY MAGNOLIA \ YYYVVWWIIII //VVVV'" OUEROUS FALOATA SOUTHERN RED ONC LPNOSCAPE BUFFER BOTANICAL NAME COMMON NAME \ I D CERCISGANADENSIS'FORESTPANSY FOREST PANSY EASTERN REDBUD WETPOND \ J I CORNUS X'RUTBPN' AURORA FLOWERING DOGKDOD �' � � • L��I � LIRIODENDRON TULIPIFERA TULIP PoPtAR \ �" � � ,� !•�' ��, 1 MAGNOIA GRANDIFIDRA SOUTHERN MAGNOLIA -�— _ IMETASEOUOIAGLYPTOSIRCBOIDE6 DAWN REDNAOD PINUSTAEDA LOBLOLLY PINE PARKINGTREES BOTANICAL NAME COMMON NAME FAGU6 GRPNDIFOLIA AMERICAN BEECH Code Required Planting Plank101 120'Q Scale: 1" = 60' LIOUIDMIBAR STTRA(:IFLUA'ROTUNOILOBA' ROUNO-LOBED SWEET GUM OUERCUS PAWSTRIS'PRINGREEN' GREEN PILLAR®PIN OAK 'V! OUERCUS PHELLOS WLLOWOAK PEDESTRIAN WAYS BOTANICAL NAME COMMON NAME GORYLUS COWRNA TURKISH FILBERT STREET TREES BOTANICAL NAME COMMON NAME NYSSASYLVATICA TUPELO ./����GGG�IWIWIVYYY QUERCUSSHUMARDII SHUMARD OAK TRR.AAII_REEPB PARK BOTANIGAL NAME COMMON NAME NAME y - p TAXODIUM DWICHUM BALD CYPRESS Q a W H a 0 O m m Z m w O w Z J U O Z W m O U O Q 0 y N — m W 220 E. Peterson Drive z Charlotte, NC 28217 704/333.7272 oClineDesignAssoc.com w m W arm W 0 Z Z H m0 N m LL 7 O 0 w w W J W a O z Of 5 w z LLIG O 111 � 2 m 3 J a: w JOQ z a J L.L 0 O 0 Z z ¢ O O z 7 FL ` 0 D U O — m O U w a 2 0 W U SITE PLAN RESUBMITTAL 0 m w m Z 4 11/11111/11, V � a K ;��C ID� INI2a2z' 1� 1j1/11/1111111 m $ PROJECT:221074 5 DATE: 10.17.2022 o REVISIONS: DATE 0 U m W to w m J m m W xm W a DRAWN BY: CR a CHECKED BY: JK o CODE REQUIRED 01 a PLANTING PLAN Z m W O W 01 01 J LP1,00 1 CER BUF 1 MET BUF 1 CER BUF 1 PIN BUF 1 PIN BUF 1 COR BUF 1 LIR BUF 1 CER BUF 3 RHU BUF 3 RHU BUF 5 RHO BUF 6 VIB BUF 5 RHO BUF 3 VIB BUF 3 COR BUF 3 SPI BUF 3 MAG BUF 2 LIR BUF 1 PIN BUF 3 SPI BUF 1 CER BUF 1 MET BUF Dp � DD DDD D DDDD DD D D D� DDD DD o D DDD D DD DD DD r D DD D D� D DD D D D D DD D PLANT SCHEDULE 50' LANDSCAPE BUFFER (200' TYP. SECTION) LANDSCAPE BUFFER QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS CER BUF 4 CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 2" MIN. 7' MIN. 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE COR BUF 4 CORNUS X'RUTBAN' AURORA FLOWERING DOGWOOD 2" MIN. 7' MIN. 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE LIR BUF 3 LIRIODENDRON TULIPIFERA TULIP POPLAR 2" MIN. 8-10' 4-6' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE MAG BUF 3 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 2" MIN. 8-10' 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE MET BUF 2 METASEQUOIA GLYPTOSTROBOIDES DAWN REDWOOD --- 8-10' 3-5' FULL, STRAIGHT CENTTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE PIN BUF 3 PINUS TAEDA LOBLOLLY PINE --- 8-10' 3-5' FULL, STRIAGHT CENTRAL LEADER, WELL MATCHED SPECIMANS, NATIVE LANDSCAPE BUFFER SHRUBS QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD CONTAINER REMARKS RHO BUF 10 RHODODENDRON CATAWBIENSE'ALBUM' WHITE CATAWBA RHODODENDRON 24-30" 24-30" FULL RHU BUF 6 RHUS GLABRA SMOOTH SUMAC 30-36" 24-30" FULL SPI BUF 6 SPIRAEA X VANHOUTTEI VANHOUTTE SPIREA 24-30" 24-30" FULL VIB BUF 9 VIBURNUM X RHYTIDOPHYLLOIDES'ALLEGHANY' ALLEGHANY LANTANAPHYLLUM VIBURNUM 24-30" 24-30" FULL 200' Typ. Section of 50' Landscape Buffer Scale: 1" = 10'02 1 MAG BUF 3 RHU BUF 1 CER BUF 1 CER BUF 3 MET BUF 1 LIR BUF 3 PIN BUF 2 LIR BUF 1 MAG BUF 3 COR BUF 5 VIB BUF 7 RHO BUF 3 RHU BUF 3 SPI BUF 1 CER BUF 1 LIR BUF DAD D� DAD D D • • DD DD D o D D N D D DD DDD D � \ I/ M D D D D D ice; PLANT SCHEDULE 30' LANDSCAPE BUFFER (200' TYP. SECTION) LANDSCAPE BUFFER QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS CER BUF 3 CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 2" MIN. 7' MIN. 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE COR BUF 3 CORNUS X'RUTBAN' AURORA FLOWERING DOGWOOD 2" MIN. 7' MIN. 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE LIR BUF 4 LIRIODENDRON TULIPIFERA TULIP POPLAR 2" MIN. 8-10' 4-6' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE MAG BUF 2 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 2" MIN. 8-10' 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE MET BUF 3 METASEQUOIA GLYPTOSTROBOIDES DAWN REDWOOD --- 8-10' 3-5' FULL, STRAIGHT CENTTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE PIN BUF 3 PINUS TAEDA LOBLOLLY PINE --- 8-10' 3-5' FULL, STRIAGHT CENTRAL LEADER, WELL MATCHED SPECIMANS, NATIVE LANDSCAPE BUFFER SHRUBS QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD CONTAINER REMARKS RHO BUF 7 RHODODENDRON CATAWBIENSE ALBUM' WHITE CATAWBA RHODODENDRON 24-30" 24-30" FULL RHU BUF 6 RHUS GLABRA SMOOTH SUMAC 30-36" 24-30" FULL SPI BUF 3 SPIRAEAX VANHOUTTEI VANHOUTTE SPIREA 24-30" 24-30" FULL VIB BUF 5 VIBURNUM X RHYTIDOPHYLLOIDES ALLEGHANY' ALLEGHANY LANTANAPHYLLUM VIBURNUM 24-30" 24-30" FULL NOTE: WHERE POSSIBLE THE EXISTING NATURAL UNDISTURBED VEGETATION WILL BE RETAINED. PEDESTRIAN AND/OR VEHICULAR CONNECTIONS TO THE TRAILHEAD PARK ARE PERMITTED WITHIN THE BUFFER. 200' Typ. Section of 30' Landscape Buffer 01 Scale: 1 , — 10' 0 w a a 0 N N a z O w 0 w z c 0 1-- z w z Z U 0 z a z O — a 220 E. Peterson Drive w Charlotte, NC 28217 704/333.7272 3 ChneDesignAssoc.com 0 w N N ¢ a x w w _ 0 Z z ¢ 0 N ¢ LL H O _ H 7 0 ¢ a cr ¢ � Q 0 z w 'w z o W `n a M � � J w z J Q z a J ¢ L.L O¢ 0 7 > L z a 00 7 z a 0` o ¢ O — w � U z a c 0 w c g SITE PLAN RESUBMITTAL ¢ a w 0 O 0 z \ ¢ O4R� `O\ z 5 � JG w _ z O N GZ 5 w N _ ���TA FOB. 0 • v O ¢ ICK 2221 o a �h0 CAPE AR 4���`� _ 0N 0 a a PROJECT:221074 c 3 DATE: 10.17.2022 z REVISIONS: DATE 0 0 0 c N N ¢ w N w N N W ¢ a x w a DRAWN BY: CR N a CHECKED BY: JK o CODE REQUIRED N a LANDSCAPE BUFFER z O N 0 w z LP1,01 0 I 1 I I I I I I I / i I I I 1 I \ I I \ \ � i II I I I I I I I I I I I I I I I I I I \ � I I I I I I I I I I I I I I I I I I I I . I WME I I I I I I I I I I I I \ \ \ I I I I I I I I I I I I I I I I \ I I I I I I II I I I I I I I I 1 \ PLANT SCHEDULE BIORETENTION 1A BIORETENTION TREES QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS AME BIO 3 AMELANCHIER ARBOREA DOWNY SERVICEBERRY 1.5" MIN 6'-8 3-5' FULL CROWN, STRAIGHT - _ CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE ASI BIO 4 ASIMINA TRILOBA PAWPAW 1.5" MIN 5' MIN 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE BIORETENTION PLANTING QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD CONTAINER REMARKS COR BIO 3 CORYLUS AMERICANA AMERICAN HAZELNUT 24-30" 24-30" FULL SAL BIO 10 SALIX HUMILIS PRAIRIE WILLOW 24-30" 24-30" FULL _. BIORETENTION GROUNDCOVER QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING CHA BIO 252 CHASMANTHIUM LATIFOLIUM NORTHERN SEA OATS --- 4" POT 18" ox. FULL EUP BIO 213 EUPATORIUM PURPUREUM JOE PYE WEED --- 4" POT 24" o.c. FULL IRI BIO 281 IRIS VERSICOLOR BLUE FLAG =__ 4" POT 12" o.c. FULL LOB BIO 133 LOBELIA CARDINALIS CARDINAL FLOWER 4" POT 18" ox. FULL PAN BIO 860 PANICUM VIRGATUM SWITCH GRASS --- 4" POT 12" ox. FULL - - - _ _ _ - _ \ TEMPLATE: TREE, SHRUB AND HERBACEOUS PLANTS: THIS IS THE TRADITIONAL LANDSCAPING OPTION FOR BIORETENTION. IT PRODUCES THE MOST NATURAL EFFECT, AND IT IS HIGHLY RECOMMENDED FOR BIORETENTION BASIN APPLICATIONS. THE LANDSCAPE GOAL IS TO SIMULATE THE STRUCTURE AND FUNCTION OF A NATIVE FOREST PLANT COMMUNITY. 190 EUP BIO 5 SAL BIOCPI 1(3 CO R BIO 2( 3) EUP BIO_-_ 252 CHA BIO SWM EASEMENT I N 1A Av 133 LOB BIO 5 SAL BIO 3 AME BIO 281 IRI BIO - - A \ 860 PAN BIO • \_ O \\ — _—�-- TREE PROTECTION- \ FENCE (TYPJ APPROX. EXISTING TREE LINE (BASED ON GIS AERIAL) TO L REMAIN (TYPJ - o, 1 \ / SANITARY SEWER - - _ EASEMENT(TYP.) _ � o Bioretention Basin 1A Planting Plan 01 Scale: 1" = 10' I 1= 220 E. Peterson Drive Charlotte, NC 28217 704/333.7272 ClineDesignAssoc.com LLJ Er a Zw _ o0 J Oa LL z 00 0 SITE PLAN RESUBMITTAL • U � Y ICK ti 9� ;�>2221 V lo�ly���z �ti .,,I CAPE PROJECT:221074 DATE: 10.17.2022 REVISIONS: DATE DRAWN BY: CR CHECKED BY: JK BIORETENTION 1A PLANTING PLAN LP1.02 / i i / / _ - PLANT SCHEDULE BIORETENTION 2A BIORETENTION TREES CITY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS AME BIO 7 AMELANCHIER ARBOREA DOWNY SERVICEBERRY 1_5" MIN 6'-8' 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE ASI BIO 6 ASIMINA TRILOBA PAWPAW 1.5" MIN 5' MIN 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS NATIVE BIORETENTION PLANTING CITY BOTANICAL NAME COMMON NAME HEIGHT SPREAD CONTAINER REMARKS ARO BIO 15 ARON IA ARBUTIFOLIA RED CHOKEBERRY 24-30" 18-24" FULL CEP BIO 10 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 24-30" 24-30" FULL i BIORETENTION GROUNDCOVER CITY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING CHA BIO 122 CHASMANTHIUM LATIFOLIUM NORTHERN SEA OATS --- 4" POT 18" o.c. FULL EUP BIO 123 EUPATORIUM PURPUREUM JOE PYE WEED --- 4" POT 24" o.c. FULL IRI BIO 86 IRIS VERSICOLOR BLUE FLAG --- 4" POT 12" o.c. FULL LOB BIO 409 LOBELIA CARDINALIS CARDINAL FLOWER --- 4" POT 18" o.c. FULL _ PAN BIO 261 PANICUM VIRGATUM SWITCH GRASS --- 4" POT 12" o.c. FULL TREE PROTECTION - TEMPLATE: FENCE (TYP.) ' TREE, SHRUB AND HERBACEOUS PLANTS: THIS IS THE TRADITIONAL LANDSCAPING OPTION FOR BIORETENTION. IT PRODUCES THE MOST NATURAL EFFECT, AND IT IS HIGHLY RECOMMENDED FOR BIORETENTION BASIN APPLICATIONS. APPROX• EXISTING THE LANDSCAPE GOAL IS TO SIMULATE THE STRUCTURE AND FUNCTION OF A NATIVE FOREST PLANT COMMUNITY. TREE LINE (BASED ON GIS AERIAL) TO �� - , ' ��V�III REMAIN (TYP.) 1 EXISTING TREE TO -��' AV REMAIN (TYP.) \ A �►� - � ,�` +,r \ it � �q '�V, �l C'�_ / / ja / �� �- P P 1\ CAI i CEP BIO D 52 �EU P'610 (116)'LO r. 5 ARO BIO � / ' �p D � � p �' ' '' 261 PAN BIO' / O / ppp St% �p�� / 85 LOB BIO C 5 ARO BI p p p 4 AME BIO 5 ARO BIO / 86 IRI BIO j a = ° a 122 CH A BIO a „'io / / �li�li _ 71 PUP BIO / � I 5 CEP BIO 208 LOB B O--� 3 AME BIO -�- d. Swm ' EASEMENT _ _ rr / _ t SANITARY SEWER EASEMENT (TYP.) / _ / oo Bioretention Basin 2A Planting Plan 01 10' 5' 0 10, 20'0[ Scale: a w a 0 0 N N Q z w w w w z J 0 0 z w w 0 w w a 0 N N - f a 220 E.Peterson Drive z Charlotte, NC 28217 704/333.7272 Fr oC1ineDesig ssoc.com w N w ¢ w Z 0 z z 10 0 N ¢ LL J 0 �a a a 'z a 0 w z 0 N w w m 0 a z Q w W 0 w x m ¢ w J0Q z z a J 0 LL ¢ a 0 c > L 7 z 0 0m 0-0 7 0 0 0 0 w U w 0 a x 0 w 0 D SITE PLAN RESUBMITTAL °o ¢ w Ir G �ICK C-5 %� olm7z ���; w 0 PROJECT:221074 5 DATE: 10.17.2022 0 REVISIONS: DATE f 0 w N w w ¢ J w a DRAWN BY: CR CHECKED BY: JK o BIORETENTION 2A a PLANTING PLAN z 0 w w w z J LP1,03 SUMMARY OF EXISTING TREES ON SITE: — \ TREES WERE FIELD LOCATED AND DOCUMENTED IN A SITE SURVEY BY TIMMONS GROUP DATED 12-11-2020. MOST OF THE SITE HAS BEEN PREVIOUSLY CLEARED FOR AGRICULTURAL USE. INDIVIDUALLY LOCATEDSURVEY ARE NOTED ON THIS PLAN. // r } \\ NATIVE TREE SPECIES LOCATED ON SITE. \\ WHITE OAK 6' LE �. A �� v BLACK OAK \ s \ O • MAPLE � � A V �� / • CEDAR / (14)3-5"WHITE,O" LI V I WALNUT i i j �. / / • HOLLY % x (5) HI �' NAP VA"► / / MAGNOLIA OAKS �6� ``�`.'� j / • CHERRY RRY (4) 1-3 W {� s g A (3) 3-4" W - - "BRAD PEAR EXOTIC INVASIVE TREES LOCATED ON SITE: VA _ c�•�Su .) 3-5" BR�I D PEARS / / • PARADISE TREE/ TREE OF HEAVEN (4) 3-5' WHITE tp,►. +' 'MAP E� " \/ / BRADFORD PEAR /- > i 3�BftA PEAR EAR V OLIVE _ \! 1'3'BRAD PEA / _ ' BASED ON AVAILABLE AERIAL IMAGERY, IT APPEARS THAT A MIX OF MOSTLY AID (3) 3-5"Y� 3 ' BR DR�� HARDWOOD TREES IS THE PREDOMINANT CONDITION OF ALL STANDS OF S� _ SH U TREES ON SITE. THE SPECIES MIX IDENTIFIED IN THE SURVEY IS TYPICAL FOR ®� g� IS 0„ WALNUT v ,ate �+ 4" /Bp D EAR ^ SIMILAR SITES IN THIS REGION. 24LY 24" HOLLY'a TREE PROTECTION FENCING IS PROPOSED IN SEVERAL AREAS OF THE SITE TO C A / PREVENT IMPACTS TO TREES AND THEIR ROOT SYSTEMS DURING THE CONSTRUCTION PROCESS. CIVIL PLANS FOR THE SITE INCLUDE SILT FENCING AND A LIMITS OF CONSTRUCTION BEYOND WHICH NO CLEARING, GRUBBING OR X2� MAG /A R S ' GRADING SHOULD TAKE PLACE. REFER TO CIVIL PLANS FOR GRADING AND CLEARING LIMITS. �WAgAI /A $ i / /i I D � a — — — --- 1 OD 18"DEC 8" DEC 5" HOLLY 1 IDIEZ / 24"HOLLY ' ' • / 36 MAPL \ lik x5" CEDAR it - _ v I WWII 30" & 28"DEC X20 -` 24" WAN UT / Y �I Y / "II I I � 0 26" DEC _ � � � v •I , I ®60"WHI OAK � � v I v I \ � II I � � � HOLLY � v _ l 30" NAG 1' �p1 \ EXISTING TREE TOJ \ ® �I �` �� '� ^ yI \\ I i REMAIN (TYP.) III �I _ a , 9� I 3 - 4„- 12" CHERRY / ; �- 2 1-15„ CEDARS_ - — 36"PARADISE 2 12 CEDARS e 2) 30" WHITE OAKS - ,'/ 36"WHITEOAK X6"CHERRY V � � HOLLY I 1 � 36" WHITE OAK I I I \ Cto( a - o , �- APPROX. EXISTING \ TREE LINE (BASED �36"BLACK OAK - - ��.� — \ ON G IS AERIAL TO ) REMAIN (TYP.) c4 TREE PROTECTION FENCE (TYP.) o \ LEGEND: EXISTING TREES OVER 6" TO REMAIN (v EXISTING TREES OVER 6"TO BE REMOVED - ' • ' ' j �' ' / / ' /' ' / / ' EXISTING SHRUBS TO REMIAN EXISTING SHRUBS TO BE REMOVED I F / I � Existing Vegetation 9 9 X01 11 60' 30' 0 60' 120' Scale: 1" = 60' Q a W a 0 0 y a Z W O z Z J 0 w0 Z W m 0 0 0 0 rn y — i m a 220 E. Peterson Drive z Charlotte, NC 28217 704/333.7272 oClineDesignAssoc.com w N W Lu Z Z co 0 w LL 0 0 Md 0 w w L J w w 0 � °o SITE PLAN RESUBMITTAL m w 0 z w a z 5 a w m w z Z 5 11/11111/�1j � U � 9 � 1��ICK 1. C4P E A`�. R /����11 /11NN1, $ PROJECT:221074 5 DATE: 10.17.2022 0 REVISIONS: DATE 0 0 U m w m w m J m m W u� a DRAWN BY: CR a CHECKED BY: JK ou N EXISTING a VEGETATION z m w ° w z J LP1.04 Q a N f Q U O N Q Z (7 N W O W Z O Z W N O U 0 a 0 VI TREE TO BE STRAIGHTENED PRIOR N TO BACKFILLING AND GUYING; DO w NOT USE TREE TRUNK AS LEVER a FOR STRAIGHTENING; SEE z PLANTING PLAN FOR SPECIES 'ARBOR TIE' OR APPROVED 3 EQUIVALENT STRAPPING MULCH AS SPECIFIED; KEEP W MULCH 6" FROM TREE TRUNK w N Q PULL BACK ALL BURLAP; CLIP WIRE Ir a It BASKET IN SECTIONS; CUT ALL TWINE 6 CO O OR ROPE AROUND TRUNK AND REMOVE W = SOIL MIX AS SPECIFIED 0 D 2"XZ60" UNTREATED LUMBER Z LL LL STAKES, THREE PER TREE SPACED Z U w EQUALLY AROUND TREE. STAKE O O SHALL BE NOTCHED AT TOP O ~ ¢ EARTH SAUCER CENTERED N TREE LL O IF 3 SUBGRADE ¢ o - ��-�•_,-,.' I I III: o IV w _ =1 1=1 - 1-1 I -� I - - ¢ III-i -_ ~ 2 X MAX WIDTH OF ROOT BALL 1 Om O U y 3 X WIDTH OF ROOT BALL Q Ir O 0 W Z (7 NOTES N 1. PLANT SO THAT TOP OF ROOT BALL IS 2" ABOVE FINISH GRADE. w 2. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. M 3. BACKFILL TREE PIT WITH SPECIFIED PLANTING SOIL MIXTURE (OR AMENDED SOIL) IN 8" LAYERS, HAND -TAMPED, TO OF REMOVE VOIDS. w 4. WHEN PLANTING PIT IS 213 BACKFILLED, WATER MATERIAL. 5. AFTER PLACING AND HAND -TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE IS ABSORBED. In 6. STAKE AND GUY TREES (3" CALIPER AND LARGER, OR IN WINDY CONDITIONS AS DIRECTED BY LANDSCAPE ARCHITECT) ¢ 7. DO NOT WRAP TREE TRUNKS UNLESS DIRECTED BY LANDSCAPE ARCHITECT. Z 8. SEE SOIL PREPARATION AND AMENDMENT NOTES. ¢ Landscape Maintenance Notes THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS OR ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION AND MAINTENANCE OF ALL PLANTINGS AND w PHYSICAL FEATURES SHOWN ON THIS PLAN. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCE OF THE VEGETATION TO INCLUDE BUT NOT LIMITED TO: r00n 1. FERTILIZATION: AVOID ANY NITROGEN FERTILIZATION OF COOL -SEASON GRASSES, SUCH AS TALL FESCUE, AFTER THE FEBRUARY APPLICATION UNTIL SEPTEMBER. FERTILIZE LAWNS I THREE TIMES PER YEAR SEPTEMBER 15, OCTOBER 31, AND FEBRUARY 15 ACCORDING TO SOIL TEST. FERTILIZE WARM SEASON GRASSES ONCE DURING GROWING SEASON PER SOIL TEST. w Z 2. PRUNING: PURPOSE OF PRUNING IS TO IMPROVE HEATH AND VIGOR OF WOODY PLANTS, ADJUSTMENTS TO THE FOLIAGE AND BRANCHING DENSITY FOR VISUAL SCREENS AND Z MANAGING COMPETITION, AND IMPROVING THE APPEARANCE OF TREES AND SHRUBS. PRUNING SHALL BE LIMITED TO REMOVAL OF DEAD WOOD OR BRANCHES FOR TREES OR FOR 2 SIGHT DISTANCES/SAFETY REASONS FOR THE FIRST YEAR. THE ANSI A300 TREE CARE OPERATIONS STANDARDS SHOULD BE ADHERED TO. THE PRUNING OF SHRUBS SHALL BE LIMITED ¢O TO THE PRUNING NECESSARY TO MAINTAIN THE NATURAL SHAPE OF THE PLANT EXCEPT FOR SHEARED HEDGES. A. SHRUBS IN BUFFERS ALLOWED TO REMAIN FULL TO GROUND AND 6'-8' HEIGHT. B. SHRUBS IN STREET8CAPE BUFFER TRIMMED TO CONTINUOUS SOFT HEDGES BELOW TREES. ^ Oa C. SHRUBS IN PLANTING ISLANDS KEPT TRIMMED TO 36" MAXIMUM HEIGHT. Typical Tree Planting o { z 3. PEST CONTROL: PRE -EMERGENT WEED CONTROL FOR LAWNS AND SHRUB BEDS MAY BE APPLIED IN FEBRUARY. CHEMICAL TREATMENT FOR INSECT INFESTATION AND DISEASE MAY V a BE APPLIED AND SHALL BE SPECIFIC TO THE PROBLEM. 4. MULCHING: MULCHING SHALL BE MAINTAINED AT A DEPTH OF 2"-3" IN PLANT BEDS. MULCH SHALL BE REAPPLIED EVERY YEAR. w 5. MOWING: PRIMARY FESCUE LAWNS SHALL BE MAINTAINED AT A HEIGHT OF 3". SECONDARY TURF AREAS MAY BE MAINTAINED HIGHER AND LESS FREQUENTLY. WARM SEASON Q GRASSES SHALL BE MOWED AS NEEDED DURING THE GROWING SEASON TO MAINTAIN THE RECOMMENDED HEIGHT OF THE SPECIES OF TURF GRASS. 0 6. PLANT PROTECTION: AVOID EXCESS INTRUSION INTO THE ROOT ZONE AREA OF ESTABLISHED PLANTINGS. INSTALL TREE PROTECTION FENCING AS SHOWN DURING CONSTRUCTION. a 7. WATERING: IF ANY IRRIGATION SYSTEM IS UTILIZED, THE SYSTEM SHALL BE REGULATED TO PROVIDE APPROXIMATELY 1" OF RAINFALL PER WEEK DURING THE GROWING SEASON. 6. MAINTENANCE NOTES FOR BIORETENION BASIN PLANT MATERIALS: A. VISUALLY INSPECT AND REPAIR EROSION AROUND BIORETENSION AREAS ON A MONTHLY BASIS. Z B. INSPECT MULCH COVER MONTHLY AND REPLACE ANY VOID AREA AS NEEDED. ADDITIONAL MULCH SHALL BE APPLIED IN THE SPRING WHERE NEEDED. C. REMOVE AND REPLACE ALL DEAD OR DISEASED VEGETATION TWICE ANNUALLY. TREAT ALL DISEASED SHRUBS AND TREES AS NEEDED TO INSURE PROPER GROWTH. 0 D. ALL PLANT MATERIALS SHALL BE WATERED BY HAND FOR TWO WEEKS AFTER INSTALLATION. E. REPLACE ANY DEFICIENT STAKES OR WIRES WHENEVER NEEDED. j F. REMOVE ALL TRASH WEEKLY. O O NOTES a 1. THOROUGHLY TILL IN PLANTING MIXTURE AMENDMENTS TO A MIN. ¢ Landscape Maintenance Notes 06 DEPTH WORK OIL TO ENTIRE BED AREA.0 2. WORK SOIL TO A LOOSE, UNIFORM TEXTURE. REFER TO LANDSCAPE PLANS O 3. HAND -TAMP BACKFILL TO REMOVE VOIDS/AIR POCKETS. AND SCHEDULE FOR SPECIES, - 4. WATER IMMEDIATLY AFTER INSTALLATION UNTIL NO MORE WATER PLANT SO THAT ROOT BALL IS 0 IS ABSORBED. LEVEL WITH PREPARED SOIL MIX Z Soil Preparation and Amendment Notes 5. SEE SOIL PREPARATION AND AMENDMENT NOTES 3" MIN. MULCH AS SPECIFIED 1. Soil samples shall be taken and submitted to an independent source for soil analysis. Results of soil analysis shall be sent to the Landscape Architect. (KEEP MULCH 1/2" DEEP AT Z 2. Per recommendation of soils report; landscape contractor to supplement soil with lime, macronutrients and micronutrients. CROWN, INSTALL GROUNDCOVER g _ .. - a S. Contractor to amend soil with organic material and/or sand to yield the final soil ratio: �., ;€_ _; .: AFTER MULCHING) N 33.3%Sand/Silt FINISHED GRADE TO SLOPE AWAY Z 33.3% Clay BIO$WALE PLUGS \ \\ \ \ /\ \ v 4" DEEP "V" TRENCH AROUND rri 33.3%Organic Material * VARIES -SEE CIVIL PLANS 2" MULCH //�/���%���\�\�//�/ - ENTIRE BED (TYP.) Z ` Organic material to be Compost made solely from plant -based products. Peat moss is allowed in sandy soils EROSION CONTROL BLANKET III _ _ _ _ AMENDED SOIL MIX, MOUNDED a 4. Native soil, Lime, Nutrients and Amendments to be tilled to a minimum width of 3-5x root ball for trees. Shrub and groundcover planting areas shall be tilled -III=III - III -III -III- 2" ABOVE FINISHED GRADE w to a minimum 4" below rootball or a minimum 12" deep. n I 1-III-III-III-III III EXCAVATE NATIVE SOILS MIN. 4" BELOW ROOT BALL Z Landscape Planting Notes COMPACTED SUBGRADE 1. Verification of total landscape material quantities as shown on the landscapeplans and in the plant list shall be the responsibility of the landscape contractor. The landscape architect shall be notified of any discrepancies prior to final bidding or installation. P ty P 1� Typical G ro u n d c ove r Planting 2. All landscape materials shall conform to the most recent American Standards for Nursery Stock established by the American Association of Nurserymen (A.A.N.). ' 3. Soil analysis shall be obtained by landscape contractor prior to planting. See Soil Preparation and Amendment Notes III / _ , l�V``T - -I Not t0 Scale L _ ¢ 4. Shrub bed area preparation is highly preferred to individually dug holes. _ ¢ 5. Trees with root flare covered by more than 1.5" of soil will be rejected prior to installation. . W I 6. Landscape material placed in prepared holes shall be properly backfilled prior to the end of the working day. -_ 0 III i \ REFER TO LANDSCAPE PLANS AND SCHEDULE 7. All saucers shall be soaked with water and mulched immediately following installation. FOR SPECIES, PLANT SO THAT ROOT BALL IS 1" Q 8. All prepared ground cover and annual bed installations shall be properly soaked and mulched prior to the end of the day. III .�j/ ABOVE PREPARED SOIL MIX F 9. Landscape Architect shall approve any on -site plant storage area for accessibility, shade conditions, healing -in mulch material and temporary watering methods. -_, r.,... / I 7 4" MIN MULCH AS SPECIFIED 10. Lift and set the tree by root ball only. Do not lift using the tree trunk. Do not use tree trunk as a lever. I I (III /W/ (KEEP MULCH 2" FROM TRUNK) i 11. All root balls removed from containers shall be scarified by hand prior to placement and back filling with prepared soils. Hand tools are not to be used to scarify 0 root balls. - _ PERMEABLE SOIL BACKFILL - FINISHED GRADE TO SLOPE AWAY O 12. All rope and wrapping twine shall be cut and removed from around the upper parts of the root ball. Metal basket wires and burlap shall be pulled back and tucked under the edges of the saucer rings on all trees and large shrubs. All synthetic burlap shall be removed from plant balls prior to back filling. I I -I I III w\� \\��\�/\\\ 4" DEEP "V" TRENCH AROUND Z STALITE MEDIA ENTIRE BED (TYP.) o 13. All plant beds or raised saucer rings shall be edged with smooth, continuous curves. \ \ \ \ \ \ f 14. A11 plant material shall be lamed at heights as illustrated in plant details. _ AMENDED SOIL MIX MOUNDED 2" P P g P III 11 � �� .v �� � �� �� �� �� /� ABOVE FINISHED GRADE U 15. Tree guying shall be performed within a week of planting. The landscape contractor shall be responsible for removing all tree guying strapping and stakes afterI 1 1-1 1-1 1 _ _ -III: N EXCAVATE NATIVE SOILS MIN. 4" the first full growing season or one year, which ever comes first. III , . I -I I III-III=III-III-III _ _ F -I N BELOW ROOT BALL 16. B & B as listed under "root" in the plant list indicates balled and burls ed. � 17. Contractor shall verify locations of underground utilities prior to planting. Any exposed or uncovered lines shall be shown to general contractor prior to III I -I I NOTES w backfilling. : 1. PLANT SO THAT TOP OF ROOT BALL IS V ABOVE FINISH GRADE. 18. All plant beds and raised saucer rings shall be graded to provide adequate drainage and shall be mulched as specified. I I -I I WRAP TRENCH WITH NON -WOVEN FILTER FABRIC 2. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 19. All materials, planting and landscape work shall conform to the current municipal authority's standard specifications and details. III 3. BACKFILL PLANTING PIT WITH SPECIFIED PLANTING SOIL MIXTURE (OR AMENDED SOIL) IN 6" LAYERS, _ 6" PERFORATED DUAL WALL PIPE, WITH SOCK N 20. All landscape areas that are not planted and mulched or paved shall be seeded or sodded with Rebels Tall Fescue, unless otherwise noted. HAND -TAMPED, TO REMOVE VOIDS. W P P I I -I I #57 STONE (WASHED) 4. WHEN PLANTING PIT IS 213 BACKFILLED, WATER MATERIAL. AFTER PLACING AND HAND -TAMPING FINAL LAYERS, 21. Tree protection fence shall be installed, inspected and approved prior to the issuance of any grading or other permits. WATER AGAIN UNTIL NO MORE IS ABSORBED. 22. First year pruning of tree crown shall be limited to removal of dead R damaged wood. NOTE: 6. ROOTBALL IS TO BE DISTURBED SO THAT ROOTS WILL GROW OUT INTO SOIL MIX a 23. The owner shall be responsible for the maintenance of all municipality required landscaping, beginning one year after date of planting, by keeping lawns mowed, 4" CLEANOUTS SHALL BE INSTALLED EVERY 50' 7. SEE SOIL PREPARATION AND AMENDMENT NOTES rri all plants maintained as disease free, all planting beds roomed and kept weed free (except in areas of reserved existing natural vegetation i.e. thickets and ON THE PERF. PIPE, STARTING FROM DOWNSTREAM P P 9 9 P< ( P P 9 9 ) W kept free from trash, debris and other materials. VARIES - SEE CIVIL PLANS DISCHARGE STRUCTURE, ALONG THE LENGTH OF POND. THE CLEANOUTS SHALL BE INSTALLED SO THE ACCESS U 24. The owner shall be responsible for the replacement of any municipality required planting, which is removed or dies, beginning one year after the date of planting. CAP IS PROTRUDING FROM THE ADJACENT GROUND 0 Such replacement shall occur during the next planting season. NEXT TO THE POND NO MORE THAN 1-1/2". 25. Trees within Public Right -of Way to be planted from October 1st to April 30th only. TRANSITION FROM PE TO PVC 12-18" ABOVE 6"X4" WYE WITH z FERNCO TRANSITION COUPLING. SEE CIVIL PLANS. w 0 w z Planting and Soil Notes 05 Bioretention Basin o4 Typical Shrub Planting 01IN Not to Scale Not to Scale 220 E. Peterson Drive Charlotte, NC 28217 704/333.7272 ClineDesignAssoc.com W J ZW J J O Q J L.L Z `0 OO Z 0- O D O o SITE PLAN RESUBMITTAL PROJECT:221074 DATE: 10.17.2022 REVISIONS: I DATE DRAWN BY: CR CHECKED BY: JK Planting Notes and Details LP2,00 ENTRANCE CORRIDOR CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS AREA OF CANOPY TOTAL SPECIES AREA 124 SF 124 SF X 16 = 1984 SF (? COR REQ 16 CORNUS FLORIDA'CHEROKEE CHIEF' CHEROKEE CHIEF DOGWOOD 2" MIN. 8-10' 3-5' FULL CROWN, STRAIGHT CENTRAL LEADERS, WELL MATCHED SPECIMENS, NATIVE MAG REQ 22 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 2" MIN. 6'-8' 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, 113 SF 113 SF X 22 = 2486 SF WELL MATCHED SPECIMENS, NATIVE QUE REQ 38 QUERCUS FALCATA SOUTHERN RED OAK 3.5" MIN. 12-14' 5-6' FULL CROWN, STRIGHT CENTRAL LEADER, WELL 424 SF 424 SF X 38 = 16,112 SF MATCHED SPECIMENS, NATIVE LANDSCAPE BUFFER CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS CER BUF 15 CERCIS CANADENSIS 'FOREST PANSY' FOREST PANSY EASTERN REDBUD 2" MIN. 7' MIN. 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, 124 SF 124 SF X 15 = 1,860 SF WELL MATCHED SPECIMENS, NATIVE COR BUF 22 CORNUS X'RUTBAN' AURORA FLOWERING DOGWOOD 2" MIN. 7' MIN. 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, 113 SF 113 SF X 24 = 2,712 SF WELL MATCHED SPECIMENS, NATIVE LIR BUF 15 LIRIODENDRON TULIPIFERA TULIP POPLAR 2" MIN. 8-10' 4-6' FULL CROWN, STRAIGHT CENTRAL LEADER, 370 SF 370 SF X 15 =5,550 SF WELL MATCHED SPECIMENS, NATIVE o0 • MAG BUF 17 MAGNOLIA GRAND FLORA SOUTHERN MAGNOLIA 2" MIN. 8-10' 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, 424 SF 424 SF X 18 = 7,632 SF WELL MATCHED SPECIMENS, NATIVE MET BUF 14 METASEQUOIA GLYPTOSTROBOIDES DAWN REDWOOD --- 8-10' 3-5' FULL, STRAIGHT CENTTRAL LEADER, WELL 370 SF 370 SF X 14 = 5,180 SF MATCHED SPECIMENS, NON-NATIVE PIN BUF 19 PINUS TAEDA LOBLOLLY PINE --- 8-10' 3-5' FULL, STRIAGHT CENTRAL LEADER, WELL 370 SF 370 SF X 19 = 7,030 SF MATCHED SPECIMANS, NATIVE PARKING TREES CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS FGR REQ 11 FAGUS GRANDIFOLIA AMERICAN BEECH 2" MIN. 10'-12' 4-6' FULL CROWN, STRAIGHT CENTRAL LEADER, 370 SF 370 SF X 11 = 4,070 SF WELL MATCHED SPECIMENS, NATIVE LIQ REQ 8 LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' ROUND -LOBED SWEET GUM 2" MIN. 10'-12' 4-6' FULL CROWN, STRAIGHT CENTRAL LEADER, 424 SF 424 SF X 8 =3,392 SF WELL MATCHED SPECIMENS, FRUITLESS CULTIVAR OF NATIVE QGP REQ 10 QUERCUS PALUSTRIS'PRINGREEN' GREEN PILLAR® PIN OAK 2" MIN. 10'-12' 4-6' FULL CROWN, STRAIGHT CENTRAL LEADER, 113 SF 113 SF X 10 = 1,130 SF WELL MATCHED SPECIMENS, UPRIGHT CULTIVAR OF NATIVE QUP REQ 24 QUERCUS PHELLOS WILLOW OAK 2" MIN. 10'-12' 4-6' FULL CROWN, STRAIGHT CENTRAL LEADER, 424 SF 424 SF X 24 = 10,176 SF WELL MATCHED SPECIMENS, NATIVE PEDESTRIAN WAYS CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS COC REQ 6 CORYLUS COLURNA TURKISH FILBERT 2.5" 8-10' 3-5' FULL CROWN, STRAIGH CENTRAL LEADER, 57 SF 57 SF X 6 = 342 SF ��//n\��,I WELL MATCHED SPECIMENS STREET TREES CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS NYS REQ 22 NYSSA SYLVATICA TUPELO 2.5" 12-14' 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, 370 SF 370 SF X 22 = 8,140 SF WELL MATCHED SPECIMENS, NATIVE. QUS REQ 14 QUERCUS SHUMARDII SHUMARD OAK 251 10'-12' 4-6' FULL CROWN, STRAIGHT CENTRAL LEADER, 424 SF 424 SF X 14 = 5,936 SF WELL MATCHED SPECIMENS, NATIVE TRAILHEAD PARK CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS 0 TAX PRK 9 TAXODIUM DISTICHUM BALD CYPRESS --- 8-10' 3-5' FULL, STRAIGHT CENTRAL LEADER, WELL 370 SF 370 SF X 9 = 3,330 SF MATCHED SPECIMENS, NATIVE LANDSCAPE BUFFER SHRUBS CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD CONTAINER REMARKS RHO BUF 48 RHODODENDRON CATAWBIENSE'ALBUM' WHITE CATAWBA RHODODENDRON 24-30" 24-30" FULL 57 SF 57 SF X 49 = 2,793 SF RHU BUF 37 RHUS GLABRA SMOOTH SUMAC 30-36" 24-30" FULL 57 SF 57 SF X 37 = 2,109 SF SPI BUF 25 SPIRAEA X VANHOUTTEI VANHOUTTE SPIREA 24-30" 24-30" FULL 57 SF 57 SF X 26 = 1,482 SF °joihuo VIB BUF 37 VIBURNUM X RHYTIDOPHYLLOIDES'ALLEGHANY' ALLEGHANY LANTANAPHYLLUM VIBURNUM 24-30" 24-30" FULL 57 SF 57 SF X 37 = 2,109 SF SCREENING SHRUBS CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD CONTAINER REMARKS ILE REQ 121 ILEX CORN UTA'BURFORDII' BURFORD HOLLY 24-30" 2-3' FULL 57 SF 57 SF X 121 = 6,897 SF PIN REQ 25 PINUS MUGO'PUMILIO' DWARF MUGO PINE 24-30" 24-30" FULL 57 SF 57 SF X 25 = 1,425 SF PRU REQ 24 PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN ENGLISH LAUREL 24-30" 24-30" FULL 57 SF 57 SF X 24 = 1,368 SF PARKING CANOPY: 18,768 SF (0.43 AC) TOTAL PROPOSED CANOPY: 105,245 SF (2.42 AC) 01 16N 220 E. Peterson Drive Charlotte, NC 28217 704/333.7272 ChneDesignAssoc.com \Q W Er Q Zw J J0< LL n 0 Z �pz 0 SITE PLAN RESUBMITTAL %Nff#ti#fi/ a011 4'r �XK CO Z \221 �; � lol I���ZZ �� •: �0.0004PE X 444 `% PROJECT:221074 DATE: 10.17.2022 REVISIONS: DATE DRAWN BY: CR CHECKED BY: JK Required Plant Schedule County of Albemarle Required Plant of Albemarle Required Plant ScheduleI LP2.01 NOTE: 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. Statistics Description Avg Max Min Max/Min Avg/Min Boundary 0.0 fc 0.5 fc 0.0 fc N/A N/A Grounds Parking & Drives Pool Deck 0.3 fc 18.3 fc 0.0 fc N/A N/A 3.3 fc 10.5 fc 0.0 fc 0.5 fc N/A N/A 3.8 fc 7.4 fc 14.8:1 7.6:1 Schedule Light LossFactor Label Manufacturer Catalog Number Description Wattage A HUBBELL RAR-2-32OL-110-3K7-2-UNV-ASQ-BLT-BC RATIO AREA Type II Distribution, 3000K, Black Finish with Back Light Control 105 / SSS-B-1 5-40-A-1 -B3-BLT Mounted 16 A.F.G. on Straight Square Steel Pole. 1 B HUBBELL RAR-2-32OL-110-3K7-3-UNV-ASQ-BLT-BC RATIO AREA Type III Distribution, 3000K, Black Finish with Back Light Control 1 105 / SSS-B-1 5-40-A-1 -B3-BLT Mounted 16 A.F.G. on Straight Square Steel Pole. C HUBBELL RAR-2-32OL-110--3K7-4W-UNV-ASQ-BLT-BC RATIO AREA Type IV Distribution, 3000K, Black Finish with Back Light Control 1 100 / SSS-B-1 5-40-A- 1 -B3-BLT Mounted 16 A.F.G. on Straight Square Steel Pole. C2 HUBBELL (2)RAR-2-320L-110--3K7-4W-UNV-ASQ-BLT-BC (2)RATIO AREA Type IV Distribution, 3000K, Black Finish with Back Light Control 1 200 / SSS-B- 1 5-40-A-2-B3-BLT Twin Mounted 180 16 A.F.G. on Straight Square Steel Pole. C3 HUBBELL (2)RAR-2-32OL-110--3K7-4W-UNV-ASQ-BLT-BC (2)RATIO AREA Type IV Distribution, 3000K, Black Finish with Back Light Control 1 200 / SSS-B-15-40-A-2L-B3-BLT Twin Mounted a 90 16 A.F.G. on Straight Square Steel Pole. D SELUX ELFB-3-TS-S1G1-30-BK-UNV-DM 3a ELO Series Bollard, Flat Top, 3000K, Black Finish 1 1 1 26 JOHN W. WARNER PARKWAY r r r ." r r r r +• r r r r r r +• r r +• r r r r r r r r r r w r r r w r r r w r r r Y• r r r w r• r r w r r r w r r r w r r r w r r r r r r r r r r r r +• r• r r r r r r r r r r r r r r r r r r +• r r r r r r r r r r r +• r r r r r r r• r r r w r• r r r r r r r r r r r r• r r r r• r r r r r r r r r r r• r r r w r r r r r r r r r r r r r r r r r r r r r r r r r ." r r r r r r r ." r r r ." r r r r r r r +• r• r r r r r r r r r r ." r r r r r r r ." r r r r r r r r r r r r r r r r w r r r r r• r r r r r r w r• r r w r• r r w r r r Y• r r r w r r r w r r r r r r r r r r r r r r r w r r r w r r r. r r r w r r r w r r r r r r r r r r r r r e• r r r r r r r e• r r r r r r r r r r +• r r r r r r r w r r r r r r r r r r r r r r r r r r r r r r r +• r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r• r r +• r r r r r r r +• r r r w r r r r r r r r r• r r r r r r r r• r r r r r r r r r r +• r r r w r r r r r r r r r r r r r r r r r r r +• r r r r r r r +• r r r w r r r r r r r r r r r r r r r r r r r +• +• r r ." r r r r +• r r r• r r r r r r r ." r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r +• r r r r r r r r r r r r r r r• r r r w r r r r r r r r r r r r r r r r r r r r r Y• r• r r w r r r Y• r r r Y• r r r w r• r r w r r r w r r r w r r r w r r r w r r r Y• r r r Y• r r r w r r r w r r r w r r r w r r r Y• r r r w r r r Y• r r r Y• r r r w r r r w r r r w r r r w r r r w r r r w r r r r r f• r r r• r• r r r r r r r r r r r• r r r r• r r r r +• r r r• r r r r f• r r r• r• r r r r r r r r r r r• r r r r• r r r r r r r r• r r r r r r r r• r r r r r r r r r r r r• r r r r r r r r r r r r r r r r r r r w r r +• r r r r• f• r r +• r r r w f• r r r r r r r f• r r +• r r r +• r• r r +• r r r r e• r r r r r r r r r r r r r r r r r r +• r r r r r r r +• r r r r r r r r r r r r r r r r r r r r r r r +• r r r r r r r +• r r r r r r r r r r r r r +• r r r r r r +• r r r ." r• r r r r r r ." r• r r r r r r r• +• r r +• r r r r r r r 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Peterson Dr. Charlotte, NC 28217 704/333-7272 ClineDesoiAssoc.com 0 0. I— Z 5W L Q � O L.1J W Z7 Z 5 _ 0 C.)Z O W 0 ry li /r z O w 0 — o0 � Q LL PROJECT: 221074 DATE: 09.26.2022 REVISIONS: DATE DRAWN BY: rr CHECKED BY: wtP ®I of Charlotte, e, PLLC K ENGINEERING of Charlotte, PLLC Pce><Nc221o39 2320 W. Morehead Street (704)9OD5838 M Suite 200 Charlotte, NC 28208 Thu drawl, as an wtmnwntofs ce IN and shall remain thepropetry ofdse Phillips Gradick Engineering of Chadotre,PLLC. and shall not he reproduced, published or medi w, without the penonotoo of Phillips Gmdick to oreeringof Charlotte, PLLC.. This J. u copyrighted and protected under section 120 of the US. Copyright Art USC. Thepton includes but u not Iinuted to desip and construction techniquo. UnautMrined use ofdw plans without the a yress written Wmioion of Phillip: Gredrk Enginum ing of Charlotte, P1Ir mn hikuM ELECTRICAL PHOTOMETRIC SITE PLAN E1.01P TYPE A-RAR-2.320E-110.3K7-2-UNV-ASQ•BLT-BC 220 E. Peterson Dr. ��N �RN TYPE A -RAR-2-320L-110.3K7-2-UNV-ASQ-BLT•BC ��N TYPE A -RAR-2.320L-110-3K7-2•UNV-ASQ-BLT•BC no ��N TYPE A -RAR-2-320E-110-3K7-2-UNV-ASQ-BLT-BC Oaeagn.pA.- na.ucanoloer TYPE B - RAR-2.32OL-110-3K7.3-UNV-ASQ-BLT-BC no design. performance.racing logy TYPE B - RAR-2-32OL-110.3K7-3-UNV-ASQ-BLT•BC ® deal. aserformance.remnoon TYPE B - RAR-2-32OL-110-3K7-3-UNV-ASQ-BLT-BC design. performance.techmon TYPE B -RAR-2.320L-110-3K7.3-UNV-ASQ-BLT-BC Charlotte, NC 28217 TYPE C - RARR-320E-110-3K7-4WW-UNV ASO-B T- TYPE C - RAR-2-32OL-110-3K7-4W-UNV-ASQ-BLT-BC TYPE C - RAR-2.32OL-110.3K7.4WUNV•ASQ-BLT-BC TYPE C - RAR-2-32OL-110-3K7-4W-UNV-ASQ-BLT-BC TYPE C2 - (2)RAR-2-32OL-110.3K7.4W-UNV-4W-BLT-BC 704�333-7272 T Series TYPE C3 - (2)RAR-2-320E-110-3K7-4W-UNV-ASQ-BLT-BC RATIO SERIES TYPE C2 - (2)RAR-2.320L-110-3K7.4W-UNV-4W-BLT-BC RATIO SERIES TYPE C2 - (2)RAR-2-320E-110-3K7-4W-UNV-ASQ-BLT-BC RATIO SERIES TYPE C2 - (2)RAR-2.320L-110-3K7.4WUNV-ASQ-4W-BC RATIO O - TYPE C3 - (2)RAR-2-32OL-110-3K7-4W-UNV-ASQ-BLT-BC TYPE C3 - (2)RAR•2.32OL-110-3K7.4WUNV-ASO-BLT•BC TYPE C3 - (2)RAR-2-32OL-110-3K7.4W-UNV-ASQ-BLT-BC ClineDesignAssoccom AREA/SITE LIGHTER AREA/SITE LIGHTER AREA/SITE LIGHTER AREA/SITE LIGHTER ORDERING GUIDE PERFORMANCE DATA ELECTRICAL DATA FEATURES Example: RAR[-BOL-25-3K7-2-UNV-ASO-BL-NXWE-BC CATALOG # Nominal System Dist. SK (SOOOK NOMINAL 70 CRI) 4K (4000K NOMINAL 70 CRI) 3K (3000K NOMINAL 80 CRI) # OF Nominal Input Opera Current System Power # OF Nominal Input Opera Current System Power • Low profile LED area/site Iuminaire with a variety of IES distributions for Description y LEDS Wattage Voltage (Amps) (Watts) LEDS Wattage Voltage (Amps) (Watts) P �' Wattage Watts Type Lumens LPW B U G Lumens LPW B U G Lumens LPW B U G 120 0.21 lighting applications such as retail, commercial and campus parking lots 120 0.84 Featuring Micro Strike Optics which maximizes target zone illumination with ORDERING INFORMATION 2 15326 153 2 0 3 15357 153 2 0 3 14442 144 2 0 3 25 208 0.1 240 0208 0.48 121 25.4 110 240; 0.42 100.3 minimal losses atthe house -side, reducing light trespass issues - _ _ _ _ 3 15421 154 2 0 3 15452 154 2 0 3 14531 145 2 0 3 277 0.09 277 0.36 110100.3120 0.32 120 111 • Visual comfort standard - . . _ _ _ '4_W: 15180 151 2 0 2 15210 152 2 0 2 14304 143 2 0 2 208 0.18 208 0.64 • Compact and lightweight design with low EPA r • • SQW 15525 155 4 0 2 15556 155 4 0 2 14629 146 4 0 2 39 240 0.16 380 140 240 0.56 133.2 RAR7 Ratio Area 80L-25 25W-3,000 Lumens BIG3000K, 70 CRI. 3 IES TYPE II Blank for no rotation UNV Univesa1120-27N 277 0.14 277 OAS • 3G rated for high vibration applications Including bridges and overpasses Slzei 801_-39 39W -5,200 Lumens 4K7 400oK, 70CRI 3 IES TYPE III L Optic rotation left 120 120V 2 19395 146 2 0 3 19434 146 2 0 3 18276 137 2 0 3 347 0.11 120 128 • Control Options including photo control, Occupancy sensing, NX Distributed 8OL-50 SOW -6,000 Lumens SK7 Sol CRI 4W IES TYPE IV R Optic rotation fight 208 209V 480 0.08 208 0.74 42 165 240 0.64 153.6 Intelligence" and 7-Pin with networked controls 160E-70 70W -9,000 tamers 4F IES TYPE N 3 19515 147 2 0 3 19554 147 2 0 3 18389 138 2 0 3 120 0. 240 240V 140 133.2 208 0.24 16OL-100 10OW-12,000 Lumens Forward 277 277V 4W 19210 144 2 0 3 19248 145 2 0 3 18101 136 2 0 3 50 240 0.21 49.8 277 0.55 • Best in class surge protection available SOW IES TYPE V 277 0.18 120 1.45 160E-115 115W-15,000 tamers 347 347V SQW 19647 148 5 0 3 19686 148 5 0 3 18513 139 5 0 3 120 0.185 208 0.84 174.5 _ _______ 760E-135 135W-16,000 Lume_____________ ns 480 480V 240 0.73 40 0.33 29 68.4 277 0.63 70 U� US IP66 RAR2 Ratio Area 320L-110 11Cw-15,000Lumens 3 21785 142 3 0 3 21828 142 3 0 3 20527 134 3 0 3 RAR1 277 0.25 120 1.65 Size 2 165 153.6 208 0.825 ME, a.cedec.tign 320E-140 140W-18,000Lumens 4W 21444 140 3 0 3 21487 140 3 0 3 20206 132 3 0 3 120 0.75 210 240 0.83 198.3 specacurcns 320L-165 165W-21,000 Lumens 100 208 0.43 90'0 277 0.72 480E-185 165W-24,000 Lumens 5QW 21932 143 5 0 3 21976 143 5 0 3 20666 135 5 0 3 277 189 CONTROL TECHNOLOGY 277 0.91 RAR3i -- 480E-210 210W-2Z000 Lumens 2 26046 149 3 0 3 26098 150 3 0 3 24543 141 3 0 3 120 0.91 P40 208 1.09 246.9 `• 48OL-240 24OW-30,000 Lumens 208 0.53 1 240 277 0.82 �� L�l7t'` I IhVU 480L-255 255W-36,000Lumens 185 174.5 3 26207 150 3 0 3 26259 150 3 0 3 24694 142 3 0 3 115 109.7 CONTROLS 480E-295 295W-42,000 Lumens 4W 25797 148 3 0 4 25849 48 3 0 4 24308 139 3 0 4 347 0.32 208 1.24 48OL-340 34OW-48.000 Lumens 5QW 26384 151 5 0 3 26437 152 5 0 3 24861 143 5 0 3 480 0.23 255 240 i 1120 ill 277 .07 2570 SPECIFICATIONS _ _ _ 2 28846 145 3 0 4 28906 146 3 0 4 27184 137 3 0 4 208 0.64 347 1 0.74 3 29027 146 3 0 4 29085 147 3 0 4 27351 138 3 0 4 240 0.56 480 0.54 CONSTRUCTION ELECTRICAL CERTIFICATIONS e' RAR_9` 210 198.2 135 277 0.48 133.3 120 2.45 • Rectilinear form mimics the traditional • Universal 120-277 VAC or 347-480 VAC Input Di(DeslgnLights Consortium Qualified), Aso Arm mourn for square BUT Black Matte Textured, NXWE NX Wireless Enabled (module + radio) SC Backlight control r 4W 28572 144 3 0 4 28630 144 3 0 4 26924 136 3 0 4 1 347 0.38 208 1.41 shoebox form factor keeping a similar but voltage, 50/60 Hz with some Premium Qualified configurations. pole/Flat surface BLS Black Gloss Smooth NXSPW_F NXWireles% FIR Occ. Sensor, Daylight Harvesting 4 F Fusing (must specify voltage) SQW 29222 147 5 0 4 29281 148 5 0 4 27536 139 5 0 4 480 628 295 240 1.23 2940 updated style and appearance, Ideal for • Ambient operating temperature 40°C to 40°C Please refer to the DEC website for specific ASOU Universal arm mount for Der Dark Bronze Matte Textured NxSP_F NX PIR Dec Sensor, Daylight Harvesting TB Terminal block 277 1.06 retrofit applications • Drivers have greater than 90%power factor product qualifications at www.designlights.org square pole/Flat surface CBS Dark Brone Gloss smooth •.. 2PF 2 power feed with 2 ddvefs2 2 32087 141 3 0 4 32151 142 3 0 4 30235 133 3 0 4 4800 0061 • Die-cast housing with hidden vertical heat and less than 20%THD Listed to UL1598 and CSA C22,2#250.0-24 GT'r Graphite Matte Textured SCP-40F Programmable occupancy sensors 3 32285 142 3 0 4 32350 143 3 0 4 30422 134 3 0 4 120 2.89 rise 22s.9 LUMINAIRE AMBIENT fins that are optimal for heat dissipation while •LED drivers have output ewer over -voltage, for wet locations and 40°C ambient A_ Arm mourn for round pole' 240 1.67 p' p tp p g LGs Light Grey Gloss smooth 7PR 7-Pin twist lock receptacle 4W 31780 140 3 0 4 31844 140 3 0 4 29946 132 3 0 4 keeping a clean smooth outer surface over -current protection and short circuit temperatures TEMPERATURE FACTOR (LATE) 240 1.45 p g P A_U round pole' mount for PSs Platinum Silver Smooth 7PR-SC 7-Pin receptacle with shorting cap 340 3471 protection with auto recovery 3G rated for ANSI C136.31 high round pole' p g p 5QW 32503 143 5 0 4 32568 144 5 0 4 30627 135 5 0 4 277 125 • Corrosion resistant, die-cast aluminum WHT White Matte Textured 7PR-MD40F Low voltage sensor for 7PR 347 1.00 housingwith powder coat aint finish • Field replaceable surge protection device vibration applications WHS WhieGloss Smooth 7PR-TL 7-Pin PCR with hotocontrol 2 37040 144 3 0 4 36854 143 3 0 4 35373 138 3 0 4 Ambient Temperature Lumen 480 072 p p provides 20kA protection meeting ANSI/ p Multiplier VISIT Verde Green Textured ADD AulaDlm Timer Based Dimming 3 37660 147 3 0 4 37472 146 3 0 4 35966 140 3 0 4 IEEE C62.41.2 Category C High and Surge • Fixture is IP66 rated WB Wall bracket OPTICS Location Category C3; Automatically takes • Meets IDA recommendation using 3K OCTMAF Mast an otter for 2,3/e' 255 257.0 O°C 32°F 1.03 • Entire rlumi luminous surf illuminates tocreatein g ry y g ADT AuloDim Time of Dimming a larger luminous surface area resulting in fixture off-line for protection when device configuration at 0 degrees of tilt OD horizontal an CC Custom Color 4W 36347 141 3 0 5 36166 1 140 3 0 5 1 34782 135 3 0 1 5 10`C 50° F 1.01 d is compromised K Knoll a a low glare appearance without sacrificing a This product qualifies as a "designated Bill Bluetooth Programmable, PIR Occupancy/Daylight 5QW 37420 146 5 0 4 37233 145 5 0 4 35736 139 5 0 4 16 optical performance p q g 20°C WE 1.00 p p CONTROLS count construction material" per FAR Sensor, 360°lens° w N P 2 41733 142 3 0 4 41524 141 3 0 4 39855 136 3 0 4 • 80,160, 320 or 480midpower LEDs •Photo control, occupancy sensor and 52.225-11 Buy American -Construction Brso-F Bluetoom Programmable, PoR Occupancy/Daylight 25° C 77° F 1.00 D • 3000K, 4000K or 5000K (70 CRI) CCT wireless available for complete Materials under Trade Agreements effective Sensor, 360'ans, upfe12'arounung height° 3 42432 144 3 0 4 42220 144 3 0 4 40523 138 3 0 4 30° C 86° F 0.99 on/off and dimming control 295 294.0 04/23/2020. See Buy American Solutions Notes: 4W 40953 139 3 0 5 40748 139 3 0 5 39190 133 3 0 5 i • Zero uptight ate degrees of tilt:' .7-pin ANSI C136.41-2013 photocontrol 1 Replace will for 3.5'-4.13'OD pole,Wfor 4.18'-5.25'OD pole,-5-for 5.5'-6.5.OD pole 40°C 104°F 0.98 r, receptacle option available for twist lock WARRANTY 2 Not available sell 25. 50, 255.295& 340W configurations 50W 42162 143 5 0 4 41951 143 5 0 4 40264 137 5 0 4 0 • Field rotatable optics 50° C 122° F 0.97 photocontrols or wireless control modules 5 year limited warranty 3 At least one SOPREMOTE required to program SOP motion sensor 2 48392 139 4 0 5 48150 139 4 0 g46281 133 4 0 5 w INSTALLATION (control accessories sold separately) 4 Replace for up to Pr mounting height WE" 15-40'mouhting height Use these factors to determine relative l u men output for Z • See HLI Standard Warranty for M • Standard square arm mount, compatible with . 0-10 V Dimming Drivers are standard and STOCK ORDERING INFORMATION 5 Replace'L'with "12'for up to 17 mounting height 3 49203 142 3 0 4 48957 141 3 0 135 3 0 4 average ambient temperatures from 0-40'C (32-104'F).B3 drill pattern a additional informationdimming leads are extended out ofthe 340 3471• Optional universal mounting block for ease Iuminaire unless control options require 4W 47488 137 4 0 5 47261 136 4 0 131 4 0 5 i- PROJECTED LUMEN MAINTENANCEof Installation during retrofit applications. connection to the dimming leads. Must 5QW 48889 141 5 0 5 48645 140 5 0 135 5 0 5 0 Available as an option Or accessory for specify 0 WBin leads are to be greater than KEY DATA RAR1-100AK-3 12,000 100W I,:,�.d 4000Kf7OCRI 120-277V Type Square Arm Bronze o P ry P HY 9 9 OPERATING HOURS square and round poles. Lumen arefrom performance in accordance with beta is [o be representative of Ne Q P the 6'standard Ambient ❑ Lumen Range 3,000-48,000 RAR1-100-4K4W 12,000 100W 160E 4000KOOCRI 120-27N Type 4W Square An Bronze configurations shown. Actual pedormence may differ asa result of sand -user environment and application. Temperature TM-21-11 L70 Z • Knuckle arm fitter option avallable for 2-3/8' p 0 25,000 50,000 100,000 ar • NX Distributed Intelligence" available with L90 36,000 (Hours) z de tenon. Max tilt in re degrees with 4 Wattage Range 25-340 RAR[-135dK-3 18,000 135W 160E 4000Kf70CRl 12P277V Type3 Square Arm Bronze O in fixture wireless control module, features degree adjustable Increments. (Restrictions 0 apply for 7-pin options) dimming and occupancy sensor Efficacy Range (LPW) 118-155 RAR1-135dK4W 18,000 135W 160E 4000Kf/OCRI 120-27N Type 4W Square Arm Bronze 25°C / 77°F 1.00 0.97 0.95 0.93 0.86 238,000 y Fixture Projected Life Hours L70>60K 40°C / 104°F 0.99 0.96 0.95 0.93 0.85 225,000 w 1 (Hours) RAR2-18541F3 21,000 165W 320E 4000K/70CRI 12D27N TYpe3 Square Ann Bronze a Weights lbs. (kg) 13.5-24 (6.1-10.9) RAR2465-4KAW 21,000 165W 320L 4000KROCRI 120-277V Type 4W Square Arm Bronze rc currentli htin COT beacon Pal tl currentli htin CO n PageZ°ftt Currentfi htin co beacon Page 5 of 11 C1lrrerltll htin corn beacon Page 6of 11 9 g• / 9 9• m/beaeo 9 9• nV ^ 9 9- / ❑ Current O Rev O]/OBf12 Current►l-l► Revc 22 Current O Rev 07/06/22 Current Rev 07/06/22 leeessess 0 M22 HLI Solutions. Ina. a agree rea rand. «rretknard epeeificetlona subjectm charge 02022 HLI Seurat al dghm reeenredlnformerdnard ePeoinaenorre subieatm charge 0=22 HLI Solutions, Inc al rights reeamreaInlormaibrard speaificretlwu subieMm charge 62032HLISolurions,Inc. All rightereserved lm«rretlenerd epeclMations subjett to cM1ange lwwa wMvnnoncs al valves ere design or rypim wueewnen meaeurea user tab«emrycanmuane. NEW Design Ratio Area Series HIg2Wlput ximwtno0m Mn eearedeslgnartyplrelwueswhenmauureav 6bora ryc° MmIs. NEW Design Ratio Area Series High_C%,W xMvnnoties.All values are design or typlm wueewnen measures uderleb«et«ycan6tlam. NEW Design RMio Area Series High Output xNrwtnonca All values are design or tarsal wueswnen measured under laboratory conditions. NEW Design Ratio Area Series High Output w of L w W BEACON C LJ �-7�{-�j � /�Q�1 TYPE A -RAR-2-320E-110-3K7-2-UNV-AS -BLT-BC - \/ TYPE A - RAR-2.32OL-110-3K7.2-UNV-ASQ-BLT-BC \/ TYPE A - RAR-2.32OL-110-3K7-2-UNV-ASQ-BLT-BC Q z \/`\ // aralgn. perormance. eamnmogy \`/ aralgn. performance. eamnology TYPE A -RAR-2-320L-110.3K7.2-UNV-ASQ-BLT-BC \`/ aralgn. performance. eamnmogy L�yJ ae.Ign. p•rrorm.nce. r:mnology \ TYPE B -RAR-2-320E-110-3K7-3-UNV-ASQ-BLT-BC TYPE B -RAR-2-320E-110-3K7-3-UNV-ASQ-BLT-BC \/ TYPE B -RAR-2.320E-110.3K7.3-UNV-ASQ-BLT-BC 3 / TYPE B -RAR-2-320E-110-3K7-3-UNV-ASQ-BLT-BC a Dell TYPE C -RAR-2-320L-110.3K7-0W-UNV-ASQ-BLT-BC TYPE C -RAR-2-320L-110.3K7.4W-UNV-ASQ-BLT-BC TYPE C -RAR-2-320E-110-3K74W-UNV-ASQ-BLT-BC TYPE C - RAR-2-32OL-110-3K7-4W-UNV-ASQ-BLT-BC RATIO SERIES TYPE C2-(2)RAR-2-32OL-110-3K7-4W-UNV-ASQ-BLT-BC RATIO SERIES RATIO SERIES TYPE C2-(2)RAR-2-320E-110-3K7-4W-UNV-ASQ-BLT-BC RATIO SERIES TYPE C2-(2)RAR-2-320L-110-3K74W-UNV-ASQ-BLT-BC TYPE C2 - (2)RAR-2-320L-110.3K7-4W-UNV-ASQ-BLT-BC TYPE C3 - (2)RAR-2.320L-110.3K7.4W-UNV-ASQ-BLT-BC TYPE C3 - (2)RAR-2-320E-110-3K7-4W-UNV-ASQ-BLT-BC TYPE C3 - (2)RAR•2-320L-110.3K7.4WUNV-ASQ-BLT-BC rc rrrJ AREA/SITE LIGHTER AREA/SITE LIGHTER TYPE C3 - (2)RAR-2-320E-110-3K7-4W-UNV-ASQ-BLT-BC AREA/SITE LIGHTER AREA/SITE LIGHTER yell ieeessess DIMENSIONS EPA ADDITIONAL INFORMATION (CONT'D) ADDITIONAL INFORMATION (CONT'D) 3 / 7 RAR1 NXSP-14F L a w 5.0" (1 56m - ARM MOUNT (Asti) 27mm (356mm se earn ❑ Q O ) '• Compatible with Pole drill pattern 83 ) to of poI " ":� l 4" suggestedv 19m o o distancefromII ¢ leeessess7 O SMer Lens ateverage and 0aa Mont Pass w (463mm) !A-- 05/8"1e ;: I 2.50,,. L_ 4a when Meunred at en wlm Low Mount Lens ® Z W 12.0" 2X 05/16 I w O _J (305mm) EPA: 1.214 Rectangular Arm m 3.25" --a-- -04" POIe. -fi r L.L (83mm)}-05" Pole NXSP-30F i 5\ F O e .938 06" Pole zs^ w EPA:.607 •"ram.. ewr spe and creation whams when Mounted et3gll end 95n vAN Smnaerd Leru agree O RAR2 z 7.mi 95m UNIVERSAL MOUNTING (191mm) (495mm)� o'. M Compatible with pole drill pattern Sri W el fir a 27.0 POLETOP U) _ (686mm� W v // w J ;r 3.875er er 1739^ 'W 442mm b, mm 3.25' . (83mm 3.5 SmaCiI P-40F - 0 sr• at ram Z a a s z ADDITIONAL INFORMATION 9.562 ---- ------- HOLE 3HOLES0.52 ------ MOUNTING Kw a0• rc 26,W 49 m 20• 10• a 10• m go 4a sit. 0 14u' ell w PROGRAMMED CONTROLS s0•L 0 C�`O EPA: 1.317 EPA 1.486 sari s a 2s so !' `( JADD-AutoDim Timer Based Options w • Light delay options from 1-9 hours after the light Is turned on to dim the light by 10-100%. To return the Iuminaire to RAR[ EPA its original light level there are dim return options from 1-9 hours after the light has been dimmed previously. o ` RAR-1 a w Arm Mount -Fixture ships Knuckle -Knuckle mount �- EX: ADD-6-5-R6 EPA at O° EPA at 30° w C With integral arm for ease 15°aiming angle Increments w of installation. Compatible for Dredge aiming and C. ADD Control Options Configurations Choices Example Choice Picked .45R.2 .56ft.2 o with Hubbell Outdoor B3 control, fits 2-3/8"tenons .13m2 .17m2 0 drill pattern. or pipes. + Auto -Dim Options 1-9 Hours 6 z Universal Mound Unal mounting ngng block c Auto -Dim Brightness 0-9% Brightness 5 ca vesw for ease of installation. Auto -Dim Return Delay 0-9 Hours R6 RAR2 EPA zit Compatible with drill O patterns from 2.5" t0 4.5" RAR-2 w �\ w EPA at 0° EPA at 30° i Op\O �� m o ADT-AutoDim Time of Day Based Option I- f'�, • Light delay options from 1AM-9PM after the light Is turned on to dim the light by 10-100%. To return the Iuminaire .55ft? 1.48ft.2 J �J �� to its original light level there are dim return options from 1AM-9PM after the light has been dimmed previously. .17m2 .45m2 a w MAF-Fits 2-3/8"OD arms Wall Mount -Wall mount w - Roadwayapplications. bracket designed for EX: ADT-6-5-R6 SHIPPING �J building mount applications. 3 (�,J O OG ADD Control Options Configurations Choices Example Choice Picked f2 Carton Dimensions S2 I- . O Catalog G.W(kg)/ Auto -Dim Options 12-3 AM and 6-11 PM 6 Number CTN Length Width Height of (cm) Inch (cm) Inch (cm) EPA: 1.486 Auto -Dim Brightness 0-9% Brightness 5 RAR1 15(6.8) 20.75 (52.7) 15.125 (38.4) 6.9375 (176) w Auto -Dim Return 12-6 AM and 9-11P R6 RAR2 19(8.6) 25 (63.5) 15.125 (38.4) 6.9375 (176) a w PROJECT: 221074 eurrentlighting.com/beaoon Page 7 of n eurrentlighting.com/beacon Page 8 of 11 eurrentlighting.eom/beaeon Page a of v eurrentlightlng.wm/beeeon Page 10 of n Current(=1► Da22 Current(=i► n Current(=1► Da22 Current(I� 10�2 a DATE: 09.26.2022 Rev 07 Rev 0] Ofi 2 Rev 0] Rev 0] aoo22nalM HIJ ne,Ince design ortl,ed.lrrcurest Internaland Measured underons augectm change various HU Shone, loon des raaavaC lMortne"aninn and mine underoner augettm change seat HUSs. Msaarbal Inc Aadesig rmervetllvalueInfirm"antion raged underons augectm carte an unnor dNbm,Inc AedeM1b ortl,sca Internal slaves oanm and rage underoner alibi Yea charge ❑ wNwurmnre Ao woes ens assign orrygcel woes v4ren meeaurea order tSboretory conain«s. NEW Design Ratio Area Series High Ou�ut winwutmace An values are assign«typical woes vmen measured under lerwramry carmen«c. NEW Design Ratio Area Series High Ougxs wimaarnpnae fir wunare design or typical woes vmen meeaurea order Hborarory mnaalona. NEW Design Ratio Area Series High Ou�ut winwutrwuce al valueaare assign«typical woes vmen measured under leb«amry canmtlane. NEW DaelgnJlatlsJlrea_aarMs_XIgfjOl _. REVISIONS: DATE x J m DRAWN BY: TT a w CHECKED BY: wl a a PHILLIPS GRADICK ENGINEERING ad < ELECTRICAL ® DfCharlotte, PLLC POE tiNc2ao39 g PHOTOMETRIC FIXTURES Suite Mo rehead Swett (709) 9005838 (17 w !2 Sarre 2020 0 Charlotte, NC 28208 Z tof.w Is and Phillips This drawigine an of w p Chit dotm,PL LIC shsallremaindrepropeayofdre Gmdick.tthm ringo bar iq G,,di,shal[no 6,.fhe ].,Im,ublishadorusdi i.g way witghtal epemrusiono ndisor Graiir0 Engirt U.S. ofl]u Act Pl Thopartne fig and ureasand n120 ofthe US.Copyright Aaoure Thep ismpes 3 hers limir�mdripsandconsaualon redmdkk Unmu al hoe inchadU but Cuelme,e E 1.02P pbwwibutunit wrirten pemuoion of Phillips Gredrk Errginamrgof Charlotte, plans got ii prohitheexpress PLLC u prohibit. ca ®I'design. performance. technology SSS-B Series Poles SQUARE STRAIGHT STEEL TYPES A, B, & C (POLE) - SSS-B-15-40-A-1-83-BLT TYPE C2 (POLE) - SSS-B-15-40-A-2-B3-BLT TYPE C2 (POLE) - SSS-B-15-40-A-2L-E13-BLT APPLICATIONS • Lighting installations for side and top mounting of luminaires with effective projected area (EPA) not exceeding maximum allowable loading of the specified pole in its installed geographic location CONSTRUCTION • SHAFT: One-piece straight steel with square cross section, Flat sides and minimum 0.23" radius on all comers; Minimum Yield of 46,000 psi (ASTM-A500, Grade B); Longitudinal weld seam to appear gush with shaft side wall; Steel base plate with axial bolt circle slots welded flush to pole shaft having minimum yield of 36,000 psi (ASTM A36) • BASE COVER: Two-piece square aluminum base cover included standard • POLE CAP: Pole shaft supplied with removable cover when applicable; Tenon and post -top configurations also available • HAND HOLE: Rectangular 3x5 steel hand hole frame (2.38" Is 4.38" opening); Mounting provisions for grounding lug located behind gasketed cover • ANCHOR BOLTS: Four galvanized anchor bolts provided per pole with minimum yield of 55 000 psi ASTM F1554 . Galvanized 9 P P P Y P I ) hardware with two washers and two nuts per bolt for leveling Anchor bolt part numbers: 3/4 x 30 x 3 - TAB-30-M38 1 x 36 x 4 - TAB-36-M38 FINISH • Durable thermoset polyester powder coat paint finish with nominal 3.0 mil thickness • Powder paint prime applied over "white metal" steel substrate cleaned via mechanical shot blast method • Decorative finish coat available in multiple standard colors; Custom colors available; RAL number preferable WAREHOUSE'STOCKEW POLES: • SSSH2O-40AA-HV-DB-RDC, SSSH25-40A-4-HV-DB-RDC and SSSH30-50BA-HV-DB-RDC • The HV designation in the above catalog numbers is a combination drill pattern of the Current S2 pattern and the Beacon B3/B4Viper pattern (rectangular arm mountinOl B 'N u're Been POLE CAP TENON BASE COVER BASE DETAIL Anchor Bolt .Sticarellnned It"elUrredBase /� *Nuto. Flat Wa__ Platelt Projection no'' ' l5d•Flat Wash- BPI[GMsemoodHex MEW NutooGrout with draiTOP optional neering of Level Foundation footing by others ORDERING INFORMATION ORDERING EXAMPLE: SSS -B - 15 - 40 - A/BiC - 2L - 8 min= miilmiiiiii®wom =6= SSS-B SquareStraightReference page Reference page Reference Y Single arm mount Steel Pole I Ordering matrix Ordering matrix page 2 - 2 Two fixtures at 180' Beacon Ordering matrix 2L Two fixtures at 90•. 3T Three fixtures at 90' 4 Fourfshures at 901 MOUNTING ORIENTATION TA Tenon (2.38" OD x4"Tall) TB Tenon (2.88" OD It x 4" Tall) TICTenon (3.5-OD x 6" Tall) TR' Removable Tenon 1 Removable tenon used in conjunction with side arm mouMng. First specify desired arm (2.375 x 4.25) configuration followed by the •TR• notation. Example: 555d-25 .1-M-TR-0BT 2 Specify option locallon using logic fount on page 2 (OpOon OrR n) OT Open Top (in- 3 VMlmommeMM Wfm20'aWMlerwMEPAOI thanl. eludes pole cap) ACCESSORIES - Order Separately 4 VMA 1st modevibration dam er VM2SXX 2nd mode vibration damper Current 0 = Reference page 2 for available configurations 3 - BLT - UL •• a BLT Black Matte Textured GFI' 20 Amp GFCI BLS Black Gloss Smooth Receptacle and Cover DBT Dark Bronze Matte Textured EHH' Extra Handhole DEIS Dark Bronze Gloss Smooth COS' .5"Coupling GTT Graphite Matte Textured C07' .75" Coupling LGS Light Grey Gloss Smooth C202 2" Coupling PSS Plaflnum Silver Smooth MPB' Mid -pole Luminaire Bracket WHIT White Matte Textured VM2 2nd mode vibration WHS White Gloss Smooth damper VGT Verde Green Textured LAB Less Anchor Bolts .. . UL UL Certified CC Custom Color 87 Cruzec "AM" arm 032 bolt (2-tit" spacing(, Viper "A" arm. S2 2bolt (3-Y2" spacing), Viper "AD"arm ourrerstltghting.com/beaeon Pagri A 2022 HLI ed,Non, Inc All rights resrved. InRorrretlm and eytlaceaons subject to change Rev 05/17/22 wlmout losses. An whom sore design or bedel woes whwr measured under laboratory conditions, apx_ehset sse_pob bsamt_ROI OBEAiCON dessmdessm. Per noloev SSS-B Series Poles SQUARE STRAIGHT STEEL ORDERING INFORMATION Cont. TYPES A, B, & C (POLE) - SSS-B-15-40-A-1-B3-BLT TYPE C2 (POLE) - SSS-B-15-40-A-2-B3-BLT TYPE C2 (POLE) - SSS-B-15-40-A-2L-B3-BLT H it ourral Wulf 11-� Boltrtirde BetCirde Bolt Square Basic Plate Anshor lot oz Feet of 5`aou Dinner,irre ruff-lod) urarmo Square I Ran nucleators 555-B10-40A%%%% 10 3.0 1 4' Blume 0.125' 9" a, to, 5.66'-7.07" 9" 3• 3.5 Puts I P 5556424c-A-%xx% R 3.7 a- square O.RS' 9' 8'-f0' 5.66"-].0]" 9" 3' 3S 90 SSS614A0.4-xlr-xx. 14_- 43 Paquam 0.i 9" 8•-W" 5.66'-7.W" 9• 3" 3S 103 6336-t5.4o-A-xx-xx to 4.9 4'square i0.125•. i9". 18"-70'i 5.66"-t0]" '.9"� x 3° f3.9 716MAJO(-10( 185.5 4'square 0.125' 9"8'-10' 5.66'-0.07" 9' .Y 3S E 12920 6.1 4'square O.RS' 9' 8'-10' 5fi6'-E0T 9'x3' 3.5 19276 4'suare 0125' T 8'-10" 5.66"-7.OT 9• x3" 3.5 us SSSa1440.6-XX-xx 19 43 Ps uare .MI11' IV-12" 7W'-8.48• 101 q x3' 3.5 152 SSSa1640.B-XIF1IX 16 4.9 4'square .far 11' 10'-12" 207--8.48' 11I 3r4'x30'x3' 3.5 0 SSS61840.B-A410( 18 5.5 4'square .1a8' 11' IV-12' E07--8.48' 10.50' 3M'x30'A37 3.5 190 SSSB-20.466ID(d0( 20 61 Vsquare .18V it- ran -12• 70T-8.W8 10.201 3/4'x30"x3• 3.5 20SSS&25-40-BxlI-Xx 25 76 C quote .t88• it- 10'-12° ZOT-8.48' 10.50• 3or 0"x 3' 3S 29 SSSB-304001)(4)( 30 9.1 Psquote .10B• it" 10•-12" 707--8.48• 10.50' 3141 3.5 304 SSS&1650.6Xx-xC 16 1 4.9 5'square .188' 11' 1015'-13.25' 725'-9.3T 11.50' Px36"x4' 4.5 2e SSS61650.SX%-XX 18 5.5 5"sglare .188" 11' 10.25'-13.25" Z25"-9.3T 11.50' 1'x36'x4' 4.5 243 555&2666&%IFxx 20 6.1 5"square .Man 11" 10.25--13.25" 725'-9.3T 11.50• l'xM'x4' 4.5 267 SiB-2S50-likICK IX 1 25 76 5"square .188" it- 1015-13.2Y 725"-9.3P 11.50• 1.015 4' 4.5 327 SSSB-3050-10-VOI( 1 30 9] 5'square ./88" 8' 101 225--9.3T 11.50• 1•x36-xa- 4.5 387 SSSS25.50.GX%-XX1 25 7.6 5'squar. .25" 11" 101 7.25--91 11.50" I'x36"x4" 4.5 427 SSSS3050.G%x-X%1 30 9.1 5'square .25" it" 10.251 7.25"-9.3T 11.50" rx36"x4" 4.5 507 SSSB-20-66B-lIX-IIX 20 6.1 6's9uare .188' 12• 11.00•-1315' 7.BP-93]° R.25• 1'x36'x6" 4.5 329 SSS&2560-Bet%-XX 25 7.fi 6•square .1a8" 12' 11.90'-13.2Y 281'-93T 7215' 1'x36'x6' 4.5 404 SSSS30.60.SXx-X% 30 9.1 6'square M. 12- 8.00•-13.2Y 78l'-93T 12.25" 1•x36'x6• 45 479 SSS63Sfi0.80IX4IX 35 1 10.1 1 Vequals .sor 12" ILDO 13.25" 781--I37 12.25- 1"x3Vx6" 45 SEA SSSB46fi0-B-XX-XX 40 1 12.2 1 Vrquare .Joan 12- 11.001 7811 12.25- 1'x36'xV 4.5 629 NOTE Factory supplied tempate must be used when sexing anchor basic. Beacon Products will deny any daim for incorrect anchorage placement resmingfrom failure to usefadory supplied template and anchorbolls. EHH - EXTRA C05 - CO7 - C20 - VM1 - VIBRATION DAMPER VM2 - VIBRATION DAMPER VM25XX-VIBRATION DAMPER HANDHOLE COUPLING 1ST MODE 2ND MODE 2ND MODE \ / Min �)z'-tts BASIC mraade I 1 VM2508-8' 1 I Pole VM2512-12' ® SAP -14 NPSC Thread. VM2S16 -16' 6 VM2S20 ® IW-14NPSCThreads VMI-24'' M2524- 24' Provision for Concdl ro Field Instilled Pole Top damper designed to Factory Installed, internal damper designed Field Instilled, Internal damper designed to reduce pole top deflection or sway. VM1 is to alter pole resonance to reduce movement alter pole resonance to reduce movement recommended for pole systems 25' and taller and material fatigue caused by 2nd mode and material fatigue caused by 2nd mode With a total EPA of 1.0 or less. I vibration. vibration. GFI - 20 AMP GFCI MPB - MID POLE BRACKET OPTION ORIENTATION RECEPTACLE & COVER Follow the logic below when ordering location specific Square Aluminum pie square Steel Pole options. For each option, include h5 orientation (in degrees) y \y and 0s height fin feeq. Example: Option C07 should be Manuel eerm ordered as: SSS&2040-A-TA-DB{054-15 held home /d ecnme d club 5" brq meal m pole from coupling on the handholelarm required iced of twpole, 15 feet .up Geekepmr pram 2"pipe farm / Comthe pole oryfor other cTspainfi required between option. �- 4.2a•tall y• Consult factory for other configurations. 20 AMP GFCI Coast ////� Bol[Square(Outerl W 0. Bd[Sgnred „,,,,,",,, wet LaceXora ' In -up Covx �,� `I -_- aoa Orcle(Cuted Arrat II8'Sq. z 198lam 270'' mre(I unable -- Boh Grcle Onned l8D• For more information about pole vibration and vibration dampers, please consult our website. Due to our continued efforts to improve our products, product specifications are subject to change without notice. Current lo► currentlighting.com/beacon Page 2of4 02022 Hu SolWers. Inc. As righter reserved. Mwmaaon end paci CaWm subject to chance Rev 06/17/22 w = rosBes All values are desgn or xickeh wrote wean meacwad comer laboamry condmonc specsheet_sss_polebeacon RM 1 O tlealentleslgn. Per SSS-B Series Poles SQUARE STRAIGHT STEEL ASCE7-05 WIND MAP 85 90 Special Wind Region (Cmsutt lmel Aulhori8ea) HAWAII - 105 mph PUERTO RICO -145 mph ASCIE 7-05 aided map EM Lead Rating - 3 second guart whild spends Brice fair all locations �pt Florkla) 555® 25.0 25.0 25.0 228 20.6 1]8 M.2 m.9 n.0 10.1 SSSB-124OA 25.0 25.0 20.0 18.0 16.1 13.2 108 8.9 &1 7A SSSB-1440-A 23.1 20A 16.1 A3 12.8 10.2 81 6.6 5.9 5.3 -555 1p6 W6A, 15.6 10.0 11.0 79 62 41 2..1 3.6 SSS61640.A 15.6 13.6 13. 7.8 10.0 9.0 7.8 5.9 4./ 3.1 2.6 21 2.1 Stil 12.7 10.9 79 6.9 5.9 4.2 28 V 13 0.9 SSSB45406 73 5.9 3.8 29 2.1 0.8 NR NR NR NR _ SSSB-'M-WB 25.1 25.0 23.3 20.8 18.6 15.1 12.3 81.2 9.2 8.4 55561690.B 25.0 24.9 114 17.3 15.9 12.3 9.9 8.0 7.2 6.4 SSSB-16408 24.0 20.8 16.1 14.2 12.5 9.8 71 6.1 53 4.7 SSS82040i 20.2 175 13.2 11.6 10.1 7.7 5.9 4.4 3.8 3.2 S55-&264068 12.8 Ito 7.9 62 5.5 32 23 12 0.7 NR SSSB40d08 8.0 6.6 4.1 3.1 22 08 M( NR NR NR 555516508 25.0 25.0 25.0 25.0 24.8 20.1 16.5 13.6 123 11.2 555S19608 25.0 25.0 25.0 22.9 20.4 16.4 13.2 W.7 9.6 8.6 SSS .'04041 25.0 25.0 21.3 18.9 16.7 13.2 IDA 8.1 72 6.3 55584560.8 20.7 17S 13.3 111 9.8 7.2 5.0 3.3 2.6 1.9 555830 v08 13.5 113 77 6.2 4.9 2.8 1.1 NR NR NR Ss5S2560{ 1 25.0 1 25.0 1 19.4 1 171 1 15.1 1 11.7 9.0 6.9 6.0 5.1 SSS&3050{ 20.1 17.3 12.7 10.9 93 6.6 4.5 2.8 2.1 1A 5558-2060.11 25.0 25.0 25.0 25.0 25.0 20.2 16.1 12.9 11.5 10.3 5 1152560-B 25.0 25.0 20.6 18.0 15.6 11.8 &7 6.2 5.2 4.2 SSSS3060-B 21.4 18.1 12.9 10.7 8.8 5.7 3.3 1.3 NR NR SSSB35806 9..0 8.3 6.9 5.2 3.6 10 NR NR Or NR SSSB408PB 8.1 58 2.2 fir NR NR NR NR NR NR Current 11_11 TYPES A, B, & C (POLE) - SSS-B-15-40-A-1-B3-BLT TYPE C2 (POLE) - SSS-B-15-40-A-2-B3-BLT TYPE C2 (POLE) - SSS-B-15-40-A-2L-B3-BLT FLORIDA REGION WIND MAP OBEAKXM designdesign. Per. SSS-B Series Poles SQUARE STRAIGHT STEEL TYPES A, B, & C (POLE) - SSS-B-15-40-A-1-B3-BLT TYPE C2 (POLE) - SSS-B-15-40-A-2-B3-BLT TYPE C2 (POLE) - SSS-B-15-40-A-2L-B3-BLT -- 120 11° wind -speed Webshe disclaimer: 140 115 30 Current has no connection [o the linked webshe end makes no re resentatlons as to its accuracy. the Information resented on this third webshe provides a useful staffing t5 - t2o P ry P Party P 9 point for analyzing wind conditions, Current has not verified any of the information on this third party website and assumes no responsibility or liability for its accuracy. The material presented In the windspeed webshe should not be used or relied upon for any specific application without competent examination and verification of Its accuracy, suitability and �. J applicability by engineers or other licensed professionals. Current does not intend that the use of this information replace the sound judgment of such competent professionals, having 1qp 140 experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and apptying the results of the windspeed report 150 - - provided by this wetafte. Users of the information from this third party website assume all Ilabillty arising from such use. Use of the output of these referenced websites do not imply _ 150 approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitudefiongitude location In the windspeed 190 rereport.hap://windspeed.atcouncli.mg "' 160 I rionca region wind map above is 150 based upon 3-second gust winds and the 2017 Florida Building Code 10 160 ALASKA REGION WIND MAP 110� NOTES 170 Allowable EPA, to determine max Pole loading weight, multiply allowable EPA by 30 lbs. 9 • The tables for allowable pole EPA are based an me AS[E 7-05 Wind Map or the Florida Region Unit Map forme 2070 Flofida Building Code. The Wind Maps are intended only as a general guide and cannot be used In conjunction with other maps. Always consult local authorities to deteonlne maximum wind velocities fueling and unique wind conditions for each specific application Allowable pole EPA for Jobshe wind conditions mug be equal to or greater than the total EPA for fixtures, arms, and accessories to be assembled to the pole. Responsibility Iles calm me specifier for correct pole selection. Ind Ilmion of poles without luminaires or attichmem of any unauthorized accessories to poles is discouraged and shall vold me manufacturers warranty 1Bar e Wind speeds and listed EPAs are for ground mounted installations. Poles mounted on structures (such as bridges and buildings) mug consider vibration and coetftdem of height factors beyond this general guide; Cannot local and lederal standards Wind Induced vibration brought on by steady, unidirectional winds and other unpredictable aerodynamic forces are not included in wind velocity ratings. �,y1c Extreme Wind Events like, Hurricanes, Typhoons, Cyclones, or Tornadoes may expose poles to Hying debits, wind shear or other detrimental effects not Included In wind velocity ratings Due to our continued efforts to improve our products, product specifications are subject to change without notice Florida Building Code 2011 EPA Lead Rating - 3 second gunwind Mossels threforliburridemi WS.B40404 25.0 25.0 25.0 25.0 21.4 18.4 15.9 U.9 SSSB-1240A 25.0 25.0 23.6 19.8 *7 14.2 12.1 10.4 SSS8-1440-A 25.0 231 19.0 15.7 13.1 W.9 9.1 76 SSS-1111640-A 218 18.7 15.2 113 101 81 &7 5.4 swB-1640A 16.8 15.0 8.9 9A 7.5 5.9 1 4.5 3.4 SSSB-204BA 13.6 111 9.2 71 53 3.9 2.3 1.7 SBfi-&25461( 74 61 4.1 2.5 1.1 NR I NR NR SSS11-1440.8 25.0 23.6 19.4 16.1 13.4 11.2 9.4 78 sSS111-1640.8 21.A 19.2 15.6 12.7 10.4 8.5 6.9 5.6 SSSS18608 112 15.4 12.2 9.3 7.7 6.1 4.7 3.6 SS4&26408 13.9 12.3 9.5 73 5.5 4.1 2.9 SL5 25 7.7 ESA 4.3 2.6 13 NR NR S55463040-8 32 2.1 NR NR NR NR NR 25.0 25.0 25.0 25.0 25.0 21.4 18.2 JNR 25.0 25.0 25.0 24A 20.4 110 M.2 SSSB4050.B 25.0 25.0 24A 19.9 16.3 13.4 8.a S5S8-26a0B 21.8 19.3 15.0 111 8.8 6.5 42 SSS860S0B 13.7 1V 81 5.5 33 1S Mi ss5 25 21.8 19.3 15.0 111 8.8 6.5 4.7 3.1 S96-B-3050{ 13.1 11.7 8.2 5.5 3.3 1.5 NR NR SSSe-2060-11 25.0 25.0 25.0 21.9 1E8a 9.4 55S-a-25fi0B 232 20.9 16.1 12.3 912.8 SSSS3060.B 14.6 12.3 8A 53 28NR S.S6636B0-B 75 5.6 2A NR NRNR 555.840608 1.8 NR NR NR NRNR currentlighting.com/beacon Page 3of4 CUrre r�t 11=1) 0= Hu solwona III fight se rerved. klmrm n saysecMraaon ryre subjects message Rise 05/17/22 7 wmaut rodre All wiun she design or typkY washes when crewed under secondary emywtlats, spec sheet sss_pole ldeaeon_ROI currentlighting.com/beacon Page 4 of 4 Co 20M HLI someone, in. An Hants role ved. mfom,aaon one speaeoationa -id sal m oloau Rev 05/17/22 without call All vanes are overdo or typiom vmuos when measured under laboratory conanerns. speesheetsss_polebladon_M 220 E. Peterson Dr. Charlotte, NC 28217 704/333-7272 ClineDesignA ssoc.com O �I]_ V I- Z 5W L Q ae.> O w >- W z Z D 0 _ O (se) O n ry 0- Q z 0 w O-/ co Q U III l PROJECT: 221074 DATE: 09.26.2022 REVISIONS: I DATE DRAWN BY: TT CHECKED BY: vvLP I PHILLIPS GRADICK ENGINEERING ®of Charlotte, PLLC POE X NC221039 2320 W. Morehead Street (704) 9OD5838 t13 Suite 200 Charlene, NC 28208 This drawing as an mommeat of service is and shill re card ick Isginvering of lyadotce, PLLC. and shall not way without the peymusion,dPhil i, Graiiclt Ford. to copfdghred and removal under section 120 of the L iydudes but u net IiuicM an dense and con erection d Emincemrgof Charlotte, ELECTRICAL PHOTOMETRIC FIXTURES E1.03P TYPE D seLux ELO Bollard TYPE D - EFLB-3-TS-S1G1-30-BK-UNV-DM SeLux ELO Bollard seLux ELO Bollard seLux Jai \r/A A TYPE D - EFLB-3-TS-S1G1-30-BK-UNV-DM TYPE D -EFLB-3-TS-S1G1J0-BK-UNV-DM EFLB-3-TS-S1 G 1-30-BK-UNV-DM ELXB-XX-TS-x1Gx Mounting Mounting Information x1G1 06" x1G2 ELXB-XX-TS-x1Gx (160mm) - Note: 1. Bollard orientation is critical, rod and hand hole locations are critical. ELO Bollard 2. Locate single Boltatplacation. 3. Adequate drainagee mustust bbe proved in concrete foundation. i ri 611." 61A 1 Stack (x1G1): 2Staek (xiG2) 4. Conduit should be stubed up above the concrete footing. 063mm) 3 4 (163mm) 9°„ Single Stack Bollard Double Stack Bollard ki 7 (244- m) L Hand Hole Location 220 E. Peterson Dr. Charlotte, NC 28217 Height 704/333-7272 1 2s 30" 6%' ClineDesignAssoc.com (163mm) 4 48' ` (244mm) (58mm) 120° EFLB-3-TS-S1G1-30-BK-UNV-DM Order Code: (29mm) I I Series ELFB ELDB ELO ElncToo ELO Domed Bollard Top Bollard 1.5 2 2.5 3 3.5 4 Height 1.51 2' 2.5' 3' 3.5' 4' 0l (consult (consult I (116mm) factory) factory) Overall Bolt Circle Optic T1 TS TA Height Forward Symmetric Asymmetric 03 V." Specifications (89mm) Light Engine S1Gi S1G2 G1G1 G1G2 'Based on ITS) optics Conduit Opening Silver Silver Gold Gold 1. Fixture Housing - Die cast low -copper 6. Hi-Lo Switching Option - (not shown) 5 Year Limited LED Luminaire Warranty - Reflector, Reflector, Reflector, Reflector, aluminum fixture body provides corrosion Controlled switching between 100% and 30% or Selux offers a 5 Year Limited Warrant to 24W, Single SOW, Double 24W, Single SOW, Double Y P g Y 2^ 2^ 06 Y^ Stack stack Stack Stack resistance in marine environments. 100%and 50%power. See wiring diagrams for the original purchaser that the ELO Bollard (50mm) (50mm) 059mm) CCT 22• 27* 30 35* 40 50* 'Conwltfactory. additional details. luminaire shall be free from defects in material Fixture O.D. 2200K 2700K 30o0K 35GDK 4000K 5000K 2. Gasketing - (not shown) Continuous gaskets and workmanship for up to five (5) years from provide weather -proofing, dust, and insect 7. Diffuser - Clear, UV stabilized, cast date of shipment. This limited warranty covers control between castings. polycar ionate tube with minimum wall the LED driver and LED array when installed and Finish WH BK BL BZ SV SP thickness of 0.125" (3mm). operated according to Selux instructions. For whtre Black, Semi -Notre Bronze silver Specify 3. LED Array Mid -power LEDs mounted to details, see "Selux Terms and Condition of Sale." Bolt Circle Detail Not t0 Scale Black Premium Color Y- P ( ) metal core PCB and attached to external heat 8. LED driver - (not shown) LEDs are driven by Use caution when setting anchor bolts. Bolt must be vertically straight Voltage UNV 1201 2401 27T 3472.3 4802.3 2Equip� witte:%P down sink for maximum thermal performance and life. RoHS compliant constant current programmable Listings and Ratings: Tested to NRTL Wet and centered on dimensions shown. 120-27ry 120V 240V 277V 347V 480V transformer wattage increases OCT tolerance within a 3 step bin and provided LED driver. Driver includes 0-10V dimming to 10% Location and IK07 standards, and IESNA LM-79- noliable with HL30 or HLSO. g g q lto%. e Notwith a minimum CRI of 80. LED li ht en Ine and meets the requirements of IP66. 08 standards. LEDs tested to LM-80 standards. ava has a reported lumen maintenance of 93% Luminaire and LED tested at 25cC (77oF) v.'•46 xa° DM 1­11_304.3 HL504.5 HS BP RP •DM or HLonly. Can not be at 50,000 hours. L70 calculated greater than Exterior Luminaire Finish - Sell utilizes a ambient temperature. Galvanized Anchor Bolt Options Dimming Hi-Lo Hi-Lo 180a House Blue Prism Red Prism combined 100,000 hours. high quality Polyester Powder Coating. All Selux (0-10V) Switching Switching Shield Ring Optic Ring Optic '120V, 24OV, 277V Only Ile-16 LmOmput Low Output Accessory Accessory °See page 5 for details luminaires and poles are finished in our Tiger Visit selux.us for our LED End of Life Galvanized Heavy Hex Nut 30% so% 4. LED Optics - Symmetric or Asymmetric Drylac certified facility and undergo a five recycling policy. REC6 REC26 REC36 REC46 distributions created by conical textured stage intensive pretreatment process where GFCI GFCI USB& USB its reflector and patterned acrylic reveal with product is thoroughly cleaned, phosphated and Receptacle Receptacle Duplex Duplex with with Receptacle Recepiada alternate LED PCB layouts. Forward, Symmetric, sealed. Selux powder coated products provide weather- padlockable with with and Asymmetric distribution types available. An excellent salt and humidity resistance as well 2" ( Ile ID Galva proof cover In -use cover weather-simm) weatherproof indirect lighting effect spreads brightness evenly as ultraviolet resistance for color retention. All Galvanized Flat Washers proof cover padlockable and improves visual appearance. products are tested in accordance with test In -use rover Spec ifications for coatings from ASTM and PCI. a = v.^-16 UNc Product Modifications A roval5 es Galvanized Heavy Hex Nut a Placed list rwal Faoaoa ragulremercafar revesvbrfattay. 5. Surge Protector - (not shown) Designed to of protect luminaire from electrical surge (20kA). Standard exterior colors are White (WH), Black F BK , Bronze BZ , Semi -Matte Black BL , concrete (By Others) a ( ) ( ) ( ) Y." (2mm) U and Silver (SV). Selux premium colors (SP) are Clearancefor o0 available, please specify from your Selux color a aADE PCI IK07 IP65 lid selection guide. raining 0 FINISH Date: 0 W Selux Corporation a 202l, T BM-834-1400, 800-735-8927, F 845-834-1401, werw.selux.us Page 1 of 7 Selux Corporation a 2021, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Page 2 of 7 Selux Corporation a 2021, T 845-834-1400, 800-735-8927, F 845-834-1401, www.seluz.us Page 3 of 7 Selux Corporation a 2021, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Page 4 of 7 w Rev. 09/2022 Rev. 09/2022 Rev. 09/2022 z in en orthe offence best product sheets found un reserve httochth a most Nee specifications dealt other that ouro opinion In en orthe offence beat product sheets found un reserve uateeth a strecent notice, specifications allot other that ouro opinion In continuing effort the produce ben product sheets we reserve wean th a most versions specifications eradde all mhls that ouro opinion versions. Inacontlnwng effort to offer the best product possible, we reserve the right to change, without nonce, specifications or materials that In our opinion writ not (Rev. 09Y1022) g p p g g, p p ( ) g p p g g, p p ( ) g p p g g, p p ( ) alter the function of the product. Specification aheetsfound at wwwselux.us are the most recent versions and zu ercedeallother rimed orelectronicversions. ELOB SS v8.3 alrerthefunctianof the product. ecifiwtlonaheetsfaund at wwwselux.us teethe most recent versionsand su ercedeallother rimed orelectronicversiona. ELOB SS v8.3 alter the product. Specification sheetafound at wwwselux.usare the man recern versionsand su ercedeall ether rintedorelectronic versions. ELOB SS v8.3 vlterthefunaion of the product. Specification sheets found a[wwwselux.usarethe man recent versions and supercede all other printed orelectronic versions. ELOB_55 v8.3 P P P P _ _ P P P P _ _ P Pet P P _ _ 71 Z Des. O ELO Bollard �+ ELO Bollard ELO Bollard z D TYPE D -EFLB)-T351G7-30-BK-UNV-DM seLux seLux - seLux 0 TYPE D - EFLB-3-TS-S1G1-30-BK-UNV-DM 0 TYPE D - EFLB-3-TSS1G1-30-BK-UNV-DM rn Photometry 2 Wiring Diagrams Optional Accessories w a ry T1 / 24W LED / 3000K OCT '' V Standard WiringStandard Wiring (347/480V with Step-down Transformer) CataELFB-X-TI-SIG2-30-XX-UNVweezessIsL rc ( 120V-277V ) log#: REC and REC3 REC2 and REC4 ""When dimming is not required cap dimming wires. "When dimming is not required cap dimming wires. 214" Report #: 91155050 0 (70mm) Delivered Lumens: 18721m w Input Watts: 24W w Z 3 %." Efficacy: 78 a SURGE AUTO SURGE (91mm) CCT: 3000K w PROTECTOR TRANSFORMER PROTECTO 2 V,"UJ S^ (58mm) CRI (Ra): -80 W (i5mm) Maximum candela of 919 at 57.5' from vertical. C IES Classification: Type IV a G\I FMounting Height: 4' (1.22 m) z to NAt BLACK WHITE RED 4'/." 8 BUGRaating:Power rg0979G1 oFROMWHITE g4RE LIGHT FINE BARE LIGHT (114mm) 0 6y°„ �j Total Harmonic Distortion: 11% 0 UNEO ENGINE LINE ®_ENGINE o 0 0 CORDM IEr •" CORD of I VIOLET•+ (170mm) r M PINK•" DIM PINK°° -I (-) m I,apxwmiMx.Mr-W Orm,nx... uJ „iM~eNxY 0-10v 0-10V W Iss- dimming leads dimming leads Pole 3 L (Generic View) L __w__ > Pole TS/ 50W LED /3000K OCT , ma W (Generic View) Catalog#: ELFB-X-Ts-SiG2-30-XX-UNV Report If: 675150 r Q 0 Hi-Lo Switching Option (HL) Wiring HL30 & HL50 Only Cover shown in the closed position Cover shown 1n the closed position Delivered Lumens: 52001m i ' ` 120V, 240V, 277V. When blue is energized, light output will be at Input Watts: SOW a 80 z O V "Lon level. Specify low-level by using one of the 2 levels listed below Efficacy: 104) Y of i.e. HL30 or HL50 . For other combinations, consult factor GFCI Receptacle (REC) - 120V 15A GFCI duplex receptacle with GFCI Receptacle (REC2) - 120V 15A GFCI duplex receptacle with OCT. 3000K w CRI (Ra): 7 ( >L weatherproof, self -closing cover; located 36" (915mm) o.c. from weatherproof, self -closing, padlockable in -use cover; located 36" Maximum candela of 1300 at 55' from vertical. HL30 = low output 30% base of pole, in -line with hand hole. Receptacle is intended only (915mm) o.c. from base of pole, in -line with hand hole. Receptacle IES Classification: Type V r m 0 ppR HL50 =low output 50% for portable tools or other portable equipment to be connected to is intended only for portable tools or other portable equipment to Mounting Height: a' (1.22 m) w outlet only when attended by operating personnel (120V only). be connected to outlet only when attended by operating personnel BUG Rating: B2-U3-G2 m (120V only). Power Factor: 0.979 Dese USB Total Duplex Receptacle (REC3) (not shown) - 120V 20A duplex Total Harmonic Distortion: ll% i Lt BLACK receptacle with USB combination ports. (1) type A and (1) type C USB & Duplex Receptacle (REC4) (not shown) - 120V 20A duplex , w we O L um�„IDexAx.m�wrmrm.,em lnmNx..nl n/a WHIfE/RED high power SA, SV USB outlets. With weatherproof, self -closing receptacle with USB combination ports. (1) type A and (1) type C •'"'"" „,_,-,,,,, �,;,w„;v, ma FROM 6naE LIGHT cover; located 36" (915mm) o.c. from base of pole, in -line with high power 5A, 5V USB outlets. With weatherproof, self -closing o z Use] CORD Nat PINK - ENGINE hand hole. Receptacle is intended only for portable tools or other padlockable in -use cover; located 36" (915mm) o.c. from base of rc 0 used RELAY portable equipment to be connected to outlet only when attended pole, in -line with hand hole. Receptacle is intended only for portable W ❑ BLUE TA / 46W LED / 3000K CCT by operating personnel. tools or other portable equipment to be connected to outlet only r a 0-10V when attended by operating personnel. Catalog #: ELFB-X-TA-SiG2-30-XX-UNV dimming leads REC3 does not incorporate GFCI (Ground Fault Circuit Interrupter) Report #: 911550 3 ( n Delivered Lumens: 41401m v protection, and shall be powered by a GFCI protected branch circuit REC4 does not incorporate GFCI (Ground Fault Circuit Interrupter) rc Input Watts: 46W W (by others). protection, and shall be powered by a GFCI protected branch circuit Efficacy: 90 a (by others). OCT. 3000K < CRI (Ra): s80 a Maximum candela of 1111 at 57.5°from vertical. 2 IES e IV Of Wire Design: Mounting Height: 4Yp1: 2m 0 9 9 ) LL BUG Rating: 52-U3-G2 , a Source Voltage (VAC) Wire Color Wire Designation Power Factor: 0.979 z Black L1 Total Harmonic Distortion: ll% 120V, 277v, or 347V a White Neutral O Black Li "x.,�i.«i'"• 208V, 240V, or 480V O Red L2 z UNV Black L1 (120V-277V) White Neutral (1, a❑ O J, Multiplier Chart 2200K 0.61 0 2700K 0.93 W ^\" 3000K 1.00 m G0 4000K 1.09 H Gold Reflector 0.85 z W Blue/Red Prism Ring 0.88 m a Selux Corporation 0 2021T845-834-1400 800-735-8927 FB45-834-1401 www.seluz.us Page 5 of 7 Selux Corporation 02021 TB45-834-1400 800-735-8927 F845-834-1401 www.seluz.ua Page 6 of 7 Seluz Corporation 02021 T045-834-1400 800-735-8927 F845-834-1402 www.seluz.ua Page 7 of 7 w O to right opinion w Inter ontinuingthe function en oftheoffence beatproductsheetspossiblfounreserverheluxua are the,sthout notice, recentersins andsupersar materials that prime or electrons v not (Rev.09/2022) in the fuingnction en of the offer produce bean product possibshamlFounreserve the atwov.saluhtto change, swithout centvrsions specifications and erials that In or electronic versions. (Rev.09/2022) in the fuingnction en of the offer product. best Product possibshamleounreserve atwwtherlghtto change, without centvrsions specifications ormrnerialser that In or electrons ill notversions. (Rev.092022) i alterthefunction of the product.Specificationsheets found at wwzvselux.us are the most recent versions and supercede all other primed or electronic versions. ELOB_55_v8.3 alterthefunction of the produce Specification sheets found at wwwselux.usarethe most recent versions and supercedeall other pruned or electronicversions. ELOB_55_v8.3 alterthefunction of the product Specification sheets found at wwwselux.usarethe most recent versions and supercede all other printed or electronicversions. ELOB_55 v8.3 9J \ G �✓ cp I W z f2 0 0G = G 1� W W a O rc a PROJECT: 221074 a DATE: 09.26.2022 ❑ REVISIONS: DATE x J N DRAWN BY: TT a w CHECKED BY: wLP a a al aG < ELECTRICAL 9 a PHOTOMETRIC FIXTURES This dowits, wan inummenctervla is and shall remain the proper, of the Phillips on GcadickFnomaing dcarinde,PLLC. and shall not he nrodual, published or usd in any W way withnut ghtelthe dpwriniondPhrlar Gradic0 Pngina.S. ofyight ce,Act PLLCUSC. Thisdnwing and pmtalt under U.S. Copyright Aaanar The c rapes U but andcaedrdrn, dwwprotection ircledesbutu useal ridripsand conswalon reGirl.Unaudang E 1. 04 P he ace of e, pLL without wrirten permioion of Phillips Gredzk Fnginaringd Charloae, PLLC u prohibit. oi